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Home My WebLink About2013-02-26; City Council; 21145 Part B; APPROVE DISABILITIES ACT TRANSITION PLANFOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Construction Category: Removal Patching Grinding Rebuild Install Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Compliance item Vegetative Obstructions Found in the ROW (Property Owner Responsibility) Vertical Clearance Obstnjctions Obstnjctions Found in the ROW (City Responsibility) Obstructions Found in the ROW (Franchise UtiUty Responsibility) Utility Box Cover Uplift (Franchise Utility Responsibility) Horizontal Gaps (>1", <12" or Pavement Divots Lip/Uplifts (A/C or Concrete) Cross Slope > 2% atong walkways Cross Stope > 5% at driveways Narrow Width Detectabte Waming/Truncated Domes at Major Vehicular Xing Where Break in Walkway Exists Block has missing walkways (Altemative Design Street) Btock has missing walkways Lack of Curb Edge Definition Composite Score Composite Rating Category Composite Costs Location Tier Moo Pac Notes Individual Item Cost: $75 $200 $500 $0 $0 $100 $250 $750 $1,500 $1,000 $300 $0 $5,000 $500 West side of Garfield between Beech and Christiansen AE02. AE03 Cross sbpe acioss driveways exceeds 2,0% and slopes exceed 5.0% 0.5 O.S Moderate $1,600 West side of Garfiekl between Beech and Christiansen AE02, AE03 Tree grates cause vertfcal offsets greater than 1/4' high 0.1 0.1 Minor $260 West side of Garfield between Beech and iDhristiansen AE02, AE03 Drop-off at landscape is greater than 4" high with no edge protection 01 0.1 Minor $600 West side of Garfiekl between Beech and Christiansen AE02. AE03 Tree branch overhangs sidevralk at less than 80* above finished grade 0.1 0.1 Minor $200 West side of Ocean between Beech and Christiansen AE02, AF02 No pedestrian access provided along west side of stieet 01 0.1 Minor $0 North side of Beech between Carlsbad Blvd. and Washington AE03 AE03 Sidewalk is only 47 1/4" wide Califomia Building Code requires 48' wide, Americans vi(th DisabiHes Act Accessibility Guidelines requires 36* wide. 0.1 0.1 Minor $1,000 North side of Beech between Carlsbad Blvd. and Washington AE03 AE03 Pedestrian route ends east of Califomia Pari< State driveway anc resu mes at the end of Ihe cul-de-sac 1 1 Moderate $6,000 North side of Beech between Carlsbad Blvd. and Washington AE03 Cross stope across driveways exceeds 2.0% and slopes exceed 5.0% 0.5 0.5 Moderate $1,600 North side of Christiansen between Carlsbad Blvd. and Garfield AE03 Cross stope exceeds 2.0% 0.1 0.1 Minor $760 North side of Christiansen between Carlsbad Blvd. and Garfield AE03 Cross sbpe across driveways exceeds 2.0% and stopes exceed 5.0% 0.5 0 .5 .1 Moderate $1,600 North side of Christiansen between Cartsbad Blvd. and Garfield AE03 Street li^t cover causes vertfcal offsets greater than 1/4* high 0.1 0 .5 .1 Minor $260 North side of Christiansen between Cartsbad Blvd. and Garfield AE03 Bushes reduce required clear width of sidewalk to less than 36' wide California Building Code requires 48' wide. Americans with Disabilities Act Accessibility Guidelines requires 36" wide. 0.5 0.5 Moderate $1,000 North side of Christiansen between Carlsbad Blvd. and Garfield AE03 Numerous vertical offsets are greater than 1/4' high 0.1 0.1 Minor $260 North side of Christiansen between Carlsbad BM. and Garfield AE03 Ivleter cover causes vertfcal offsets ^ater than 1/4' high 0.1 0.1 Minor $260 $6,000 South side of Beech between Washington and Carlsbad Blvd. AE03 Pedestrian access ends between 351 and 367 Beech 1 1 Moderate $260 $6,000 South side of Beech between Washington end Carlsbad Blvd. AE03 Damaged concrete causes vertical offsets greater than 1/4' high and gaps greater than 1/2' wide in the direction of travel 0.1 0.1 Minor $260 South side of Beech between Washington and Carlsbad Blvd. AE03 Numerous vertfcal offsets are greater than 1/4' high 0.1 0.1 Minor $260 West side of Cartebad Blvd. between Christiansen and Beech AE03 Cross stope exceeds 2.0% 0.1 0.1 Minor $760 West side of Carlsbad Blvd. between Christiansen and Beech AE03 Street li^t cover causes vertfcal offeets greater than 1 /4' high 0.1 0.1 Minor $260 South side of Christiansen between Ocean and Grand AE03, AF02 Cross slope exceeds 2.0% 0.1 0.1 Minor $760 6> Construction Cateaorv: Removal Pstchin{ Grinding Rebuild Install Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Compliance Item Vegetative Obstnjctions Found in the ROW (Property Owner Responsibility) Vertical Clearance Obstmctions Obstructions Found in the ROW (City Responsibility) Obstnjctions Found in the ROW (Franchise Utility Responsibility) Utility Box Cover Uplift (Franchise Utility Responsibility) Horizontd Gaps (>1", <12" or Pavement Divots Lip/Uplifts (A/C or Concrete) Cross Slope > 2% along walkways Cross Stope > 5% at driveways Narrow Width Detectabte Waming/Truncated Domes at Major Vehicular Xing Where Break in iWalkway Exists Block has missing wdkways (Altemative Design Street) Btock has missing walkways Lack of Curb Edge Definition Composite Score Composite Rating Categoiy I i Composite Costs Location Tier M«D Pac Notes Individual Item Co^: $75 $200 $500 $0 $0 $100 $250 $750 $1,500 $1,000 $300 $0 $5,000 $500 South side of Christiansen between Ocean and Grand AE03, AF02 Numerous vertical offsets are greater than 1/4' high 0.1 0.1 Minor $260 South side of Christiansen between Ocean and Grand 1 AE03, AF02 Drop-off at landscape is greater than 4" high with no edge protectton 01 0.1 Minor $600 South side of Christiansen between Ocean and Grand AE03, AF02 Joints between sidewalk panels cause gaps in the direction of travel that are greater than 1/2' wide NO ISSUE 0.1 0.1 Minor $100 East side of Carlsbad Blvd. between Beech and Christiansen AE03 Traffic signal covers cause vertical offsets greater than 1/4' high 0.1 0.1 Minor $260 East side of Cerlsbad Blvd. between Beech and Christiansen 1 AE03 Umbrelbs at It's A Grind colTee shop overtiang sidewak at less than 80' above finished grade 01 0.1 Minor $200 East side of Carlsbad Blvd. between Beech and Christiansen AEC3 Sevrer covers cause vertcal offsets greater than 1/4' high 0.1 0.1 Minor $260 East side of Carlsbad Blvd. between Beech and Christiansen AE03 Cross sbpe across driveways exceeds 2.0% and skipes exceed 5.0% 0.5 0.5 Moderate $1,600 North side of Beech between Carlsbad Blvd. and Washington 1 AE03 Traffic signal cover causes vertical offsets greater than 1/4' hi^ 0.1 0.1 Minor $260 North side of Beech between Carlsbad Blvd. and Washington AE03 Damaged concrete causes vertical offsets greater than 1/4' high and gaps greater than 1/2" wide in the direction of travel 0.1 0.1 Minor $260 Nkirth side of Beech between Carlsbad Blvd. and Washington AE03 Numerous vertfcal offsets are greater than 1/4" high 0.1 0.1 Minor $260 East side of State between Grand and RMP 166 AE04 Tree grates cause vertkial offsets greater than 1/4' high 0.1 0.1 Minor $260 East side of State between Grand and RMP 166 AE04 Damaged concrete causes vertical offsets greater than 1/4' high and gaps greater than 1/2' wide in Ihe direction of travel 0.1 0.1 Minor $260 East side of State between Grand and RMP 166 AE04 Numerous vertical offsets are greater than 1/4' high 0.1 0.1 Minor $260 East side of State between Grand and RMP 166 1 AE04 Meter covers cause vertcal offsets ^ater than 1/4' high 0.1 0.1 Minor $260 East side of State between Grand and RMP 166 1 AE04 Former pole botes cause vertteal offsets greeter than 1/4' deep and greater than IC wide 0.1 0.1 0.2 Minor $360 East side of State between Grand and RMP 166 AED4 SDG&E plate causes vertical offsets greater than 1/4' high 0.1 0.1 Minor $0 East side of State between Grand and RMP 166 AE04 Cross slope across driveways exceeds 2.0% and stopes exceed 5.0% 0.5 0.5 Moderate $1,600 East side of State St Alley between Grand and Christiansen AE04 Trees overhang walkway at tess than 80' above finished grade 01 0.1 Minor $200 East side of State St Alley between Grand and Christiansen 1 AE04 Cross slope across driveways exceeds 2.0% and slopes exceed 5.0% 0.5 0.5 ^,Mod||K«|a $1,600 East side of State St Allay between Grand and Christiansen AE04 Damaged concrete causes vertical offsets greater than 1/4' high and gaps greater than 1/2' wide in the drectlon of travel 0.1 0.1 Minor $260 FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Construction Category: Removal Patctiing Grinding Rebuild Install Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Compliance Item « Vegetative Obstructions Found in the " ROW (Proper^ Ovmer Responsibility) 1 Vertical Clearance Obstnjctions Obstmctions Found in the ROW (City Responsibitly) Obstructions Found in the ROW (Franchise UHUty Responsibility) Utility Box Cover Uplift (Franchise Utility Responsibility) Horizontal Gaps (>1", <12" or Pavement Divots Lip/Uplifts (A/C or Concrete) Cross Stope > 2% along walkways Cross Slope > 5% at driveways 1 z $1,000 Detectabte Waming/Truncated Domes at Major Vehtoular Xing Where Break In Walkwav Exists Btock has missing w^kways (Altemative Design Street) Block has missing walkways 1 Lack of Curb Edge Definition Composite Score Composite Rating Category Composite Costs l^oeatiifn Tier Mao Pac Notes Individual Hem Cost; « Vegetative Obstructions Found in the " ROW (Proper^ Ovmer Responsibility) 1 Vertical Clearance Obstnjctions $600 $0 $0 $100 $250 $750 $1,500 1 z $1,000 $300 $0 $5,000 1 Lack of Curb Edge Definition East side of State St. Altey between Grand and Christiansen AE04 Cross slope exceeds 2.0% 0.1 0.1 Minor $760 East side of Washington between Carlsbad Village Dr. and Grand AE04 No pedestrian access provided atong east side of street 01 0.1 Minor $0 North side of Grand between State and State St. Altey AE04 Numerous vertfcal offsets are greater than 1/4' high 0.1 0.1 Minor $260 North side of Grand between State and State St Altey AE04 Cross slope exceeds 2.0% 0.1 0.1 Minor $760 South side of Grand between State St. Altey and State AE04 Cross stope exceeds 2.0% 0.1 0.1 Minor $760 South side of Grand between State St. Altey and State AE04 Traffic signal cover causes vertical offsets greater than 1/4" 0.1 0.1 Minor $260 West side of State between Oiristiansen and Grand AE04 AE04 Damaged water meter cover causes vertical offsets greater than 1/4" high and gaps greater than 1/2" wde in the direction of travel 0.1 0.1 Minor $260 West side of State between Oiristiansen and Grand AE04 AE04 Traffic signal covers cause vertfcal offsets greater than 1/4' high 0.1 0.1 Minor $260 West side of State between Christiansen and Grand AE04 Numerous vertfcal offsets are greeter than 1/4' high 0.1 0.1 Minor $260 West side of State St. Altey between Christiansen and Grand AE04 Cross sbpe exceeds 2.0% 0.1 0.1 Minor $760 West side of State St. Alley between Christiansen and Grand AE04 Storm drain covers cause vertfcal offsets greater than 1/4' high 0,1 0.1 Minor $260 West side of State, opposite RMP 167 to Christiansen Way AE04 Cross stope across driveways exceeds 2.0% and stopes exceed 5.0% 0.5 0.5 Moderate $1,600 West side of Washington between Grand and Carlsbad Viltege Dr AE04 No pedestrian access provided atong west side ot street Tfiere is pedestrian access provided within shopping area 01 0.1 Minor $0 East side of Roosevelt betv»een Beech and Grand AD04- AE04 Cross stope exceeds 2,0% 0.1 0.1 Minor $760 East side of Roosevelt between Beech and Grand AD04- AE04 Trees overtiang sidewalk at less then 80' above finished grade 0.1 0.1 Minor $200 East side of Roosevelt between Beech and Grand AD04- AE04 Cross sbpe across driveways exceeds 2,0% and stopes exceed 5,0% 0.5 0.5 Mo<||eMit# $1,600 East side of Roosevelt betimen Beech and Grand AO04- AE04 Tetephone manbote covers creates gaps greater than 1/2" wide in directfcm of travel 0.1 0.1 Minor $100 West side of Roosevelt between Beech and Grand ADQ4- AE04 Umbreltes at Don's Country Kitchen overtiang sidewalk at tess than 80' above finished grade 01 0.1 Minor $200 West skte of Roosevelt between Beech and Grand AD04- AE04 Veiltoal offsets are greater than 1/4' high 0.1 0.1 Minor $260 West side of Roosevelt between Beech and Grand AD04- AE04 Water meter covercreates vertical offsets greater than 1' high 0.25 0.25 Minor $260 West side of Roosevelt between Beech and Grand AD04- AEC4 Trees overhang sidewalk at tess than 80' above finished grade 01 0.1 Minor $200 Construction Category: Removal Patching Grinding Rebuild Install Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Compliance Item Vegetative Obstnjctions Found in the ROW (Property Owner Responsibility) Vertical Clearance ObstaicUons Obstnjctions Found in the ROW (City Re^xMisibility) Obstmctions Found in the ROW (Franchise Utility Responsibility) Utility Box Cover Uplift (Franchise Utility Responsibihty) Horizontal Gaps (>r, <12" or Pavement Divots Lip/Uplifts (A/C or Concrete) Cross Slope > 2% along walkways Cross Stope > 5% al driveways Narrow Width Detectable Wamirig/Tmncated Domes at 'Major Vehicular Xing Where Break in IWalkway Exists Block has missing walkways (Altemative Design Street) Bksck has missing walkways Lack of Curb Edge Definition Composite Score Composite Rating Category Composite Costs Location Vr Mao Pac Notes Individual Item Cost: $75 $200 $500 $0 $0 $100 $250 $750 $1,500 $1,000 $300 $0 $5,000 $500 West side of Roosevelt between Beech and Grand AO04- AE04 Tree roots have caused sidewalk to upheave causing vertical offsets greater than 1" high 0.25 0.25 Minor $260 East side of Washington between Oak and Carlsbad Viltege Dr, AF04 No pedestrian access provided ateng east side of street 0.1 0.1 Minor $0 North side of Carlsbad Blvd. Between Washington and Carlsbad Blvd. AF04 Tree grates causes vertteel offsets ^ater than 1/4' high 0.1 0.1 Minor $260 North side of Carlsbad BM. Between Washington and Carlsbad Blvd. AF04 Cross sbpe across driveways exceeds 2.0% end stopes exceed 5.0% 0.5 0.5 Moderate $1,600 North side of Carlsbad Blvd. Betvwen Washington and Carlsbad Blvd. AF04 SDG&E cover causes vertical offsets greater than 1/4' high 0.1 0.1 Minor $0 North side of Oak between Lincoki and Carlsbad Blvd. AF04 Storm drain causes vertical offsets greater than 1/4' high 0.1 0.1 Minor $260 North side of Oak between Lincoln and Cartsbad Blvd. AF04 Cross slope exceeds 2,0% 0.1 0.1 Minor $760 North side of Oak between Lincoln and Carisbad Blvd. AF04 Cross sbpe across c^veways exceeds 2.0% and slopes exceed 5.0% 0.5 0.5 Moderate $1,600 North side of Oak betv»een Washington and Lincoln AFD4 Numenjus vertical offsets are greater than 1/4' high 0.1 0.1 Minor $260 North side of Oak between Washington and Lincoln AF04 No pedestrian access provided west of 390 Oak Ave, to the comer lot 1 1 Moderate $6,000 North side of Oak betvteen Washington and Lincoln AF04 Cross sbpe across driveways exceeds 2,0% and slopes exceed 5,0% 0.5 0.5 Moderate $1,600 North side of Oak between Washington and Lincoki AF04 Damaged concrete at etedrical meter cover causes vertbal offsets greater than 1/2' high and gaps greater than 1/2' wide in the directton of travel 0.25 0.25 Mmor $0 North side of Oak between Washington and Lincotl AF04 Cross sbpe exceeds 2,0% 0.1 0.1 Minor $760 South side of Carlsbad Village Dr. between Lincoln and Washington AF04 Cross stope across driveways exceeds 2.0% and stopes exceed 5,0% 0.5 0.5 .Moderate $1,600 South side of Carlsbad Village Dr. between Lincoln and Washington AF04 Cross stope exceeds 2,0% 0.1 0.1 Minor $760 East side of Roosevelt between Beech and Grand AD04- AE04 Cross slope exceeds 2,0% 0.1 0.1 Minor $760 East side of litedison St. between Artuckte PI. and Grand Ave. AD04, AD05. AE05 Cross sbpe ranges liom 3,8% - 4,2% 0.1 0.1 Minor $760 East side of Madison St. between Arbuckle PI. and Grand Ave. AD04, ADOS, AE05 No detectable warnings provided at either side of business driveway 0 Confonning $0 East side of Ktedson St, between Arbuckte PI, and Grand Ave. AD 04. ADOS, AE05 No improved waH<ing facilittes wthin pubic right of way from 2840 Madison St, and Artiuckte PI, There are pieces of miscelteneous sidewalk in front of some residences OX 0.25 Minor $0 West skte of tviadison St. between Arbuckle PI. and Grand Ave, AD04, ADOS, AE05 No detectable warnings provided at either side of post offrce driveway (x2) 0 Confomiint $0 Construction Cateaorv: Removal Patchins Grinding Rebuild Install Composite all Itenis FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Compliance Item Vegetative Obstmctions Found in the ROW (Property Ovmer Responsibility) Vertical Clearance Obstmctions ObsbMctions Found in the ROW (City Re^sibHity) Obstitictions Found in the ROW (Franchise Utility Re^sibility) Utility Box Cover Uplift (Franchise Utility Responsibility) Horizontal Gaps (>r, <12' or Pavement Divots Lip/Uplifts (A/C or Concrete) Cross Slope > 2% along walkways Cross Slope > 5% at driveways Narrow Width Detectable Warning/Tmncated Domes at Major Vehicular Xing Where Break in Walkwav Exists Block has missing walkways (Altemative 3esign Stieet) Block has missing walkways Lack of Curb Edge Definition Ctomposite Score ikimposite Rating Category :;omposite Costs Location Ilsr Mao Pa Individual Item Cost: $75 $200 $so6 $0 $0 $100 $250 $750 $1,500 $1,000 $300 $0 $5,000 $500 West side of Madison St between Arbuckle PI. and Grand Ave. AD 04, ADOS, AE05 Trees reduce headroom to tess than 80' above finished grade in frtmt of post office driveway 0.1 0.1 Minor $200 West sWe of tviadison St. between Arbuckle PI. and Grand Ave. A004, ADOS, AE05 No detectable warnings provided at either side of business driveway (x2) 0 Conformina $0 East side of Jefferson between Carlsbad Viltege Dr. and Oak AE05. AE06 Tree roots have caused concrete to upheave causing slopes greater than 5.0% and cross stopes greater than 2.0% 0.1 0.1 Minor $760 East side of Jefferson between Carlsbad Village Dr. and Oak AE05. AE06 Damaged concrete causes vert cal offsets greater than 1/4" high and gaps greater than 1/2" wide in the direction of travel 0.1 0.1 Minor $260 East side of Jefferson between Carlsbad Viltege Dr and Oak AE05, AE06 SDG&E covers cause vertical offsets greater than 1/4' high and gaps greater than 1/2" wide in the directton of travel 0.1 0.1 Minor $0 East side of Jefferson between Carlsbad Viltege Dr. and Oak AE05, AE06 Numerous vertical offsets are greater than 1/4" high 0.1 0.1 Minor $0 l^rth side of Carlsbad Blvd. between Jefferson and Jefferson St. Alley AE05, AE06 Cross slope exceeds 2.0% 0.1 0.1 Minor $760 North side of Carlsbad Blvd. between Jefferson and Jefferson St. Altey AE05, AE06 Water meter cover causes vertical offsets jeater than 1/4" high and gaps greater than 1/2" viide in the directton of travel 0.1 0.1 Minor $260 IJorth side of Carlsbad BW. betv«een Jefferson and Jefferson St, Altey AEC5, AE06 Tree grates cause verttoal offsets greater than 1/4' high 0.1 0.1 Minor $260 West side of Jefferson between Oak and Carlsbad Village Dr. AE05, AEOe Numerous verttoal offsets are greater than 1/4" high Verttoal offsets along street shoukf be considefed extremely hazardous 1 1 Moderate $260 West side of Jefferson between Oak and Carisbad Viltege Dr AE05, AE06 Cross slope exceeds 2.0% 0.1 0.1 Minor $760 West side of Jefferson between Oak and Carisbad Viltege Dr. AE05, AEOe Trees overtiang wakway at tess than 80* above finished ^de 01 0.1 Minor $200 East side of Harding between Caristiad Blvd. and Oak AE06 Joints between sidewalk panels cause veilcal offsets greater than 1/4" high 0.1 0.1 Minor $260 East side of Harding between Carlsbad Blvd. and Oak AE06 Numerous verfical offsets are greater than 1/4' high 0.1 0.1 Minor $260 East side of Harding between Carisbad Blvd. and Oak AE06 Damaged concrete causes vertical offsets greater than 1/4" high and gaps greater than 1/2' wide in the directton of travel 0.1 0.1 Minor $260 East side of Harding between Carlsbad Blvd and Oak AE06 Cross slope exceeds 2.0% 0.1 0.1 Minor $760 East side of Hardng between Pine and Oak AE06 CiDss stope exceeds 2.0% 0.1 0.1 Minor $760 East side of Harding between Pine and Oak AE06 Verttoal offsets are greater than 1/4' high 0.1 0.1 Minor $260 East side of Jefferson between Pine and Oak AE06 Numerous vertical offsets are greater than 1/4' high 0.1 0.1 Minor $260 East side of Jefferson between Rne and Oak AE06 Cross stope exceeds 2.0% 0.1 0.1 Minor $760 Construction Cateqorv: Removal Patching Gtinding Rebuild Install Composite all Items FOCUS AREA'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS CompliancB Item iVegetative ObstiiicBons Found in the ROW (Property Owner Responsibility) Vertical Cleevance Obstmctions Obstiuctions Found in the ROW (City Responsibility) Obstmctions Found in the ROW |(Franchise Utility Responsibility) Utility Box Cover Uplift (Franchise UUIity Responsibility) Horizontal Gaps (>1", <12" or Pavement Divots Lip/Uplifts (A/C or Concrete) Cross Slope > 2% atong walkways Cross Stope > 5% at driveways INarrow Width Detectable Waming/Tmncated Domes at 'Major Vehicular Xing Where Break in Walkway Exists iBIock has missing walkways (Alternative 'Design Sb-eet) Block has missing walkways Lack of Curb Edge Definition Composite Score Composite Rating Category Composite Costs Location Ti*r MffiPafNptfs Individual Item Cost: $75 $200 $500 $0 $0 $100 $250 $750 $1,500 $1,000 $300 $0 $5,000 $500 Hope Ave. Altey AE06 No pedestrian access provided along either side of street 01 0.1 Minor $0 North side of Carlsbad Blvd. between Harding and Jefferson 1 AE06 Cross slope across i^veways exceeds 2.0% and stopes exceed 5.0% 0.5 0.5 Moderate $1,600 North side of Pine betvieen Harding and Jefferson 1 AE06 Gap between sidewalk and curb Is greater than 1/2' wide in the direction of travel NO ISSUE 0.1 0.1 Minor $100 North side of Rne betvwen Harding and Jefferson 1 AE06 Numenjus verttoal offsets are greater than 1/4' high 0.1 0.1 Minor $260 l*)rth side of Pine between Harding and Jefferson 1 AEOe Trees overtiang walkway at tess than 80' above finished grede 01 0.1 Minor $200 North side of Pine between htarding and Jefferwn AE06 Damaged concrete causes vertical offsets greeter than 1/4' high and gaps greater than 1/2' wide in the direction of travel 0.1 0.1 Minor $260 North side of Pine between HartSng and Jefferson AE06 Tetephone pote reduces required ctear width of sidewalk to 29 1/4' - 33 3/4' wide Califomia Building Code requires 48' wide, Americans with Disabilitfes Act Accessibility Guidelines requires 36' wide. 0.5 0.5 Moderate $1,000 North side of Pine betvueen Harding and Jefferson AE06 Cross stope exceeds 2,0% 0.1 0.1 Minor $760 South side of Carlsbad Blvd. Between Jefferson and Jefferson St. Alley AE06 Traffic signal covers cause vertical offsets greater than 1/4' high 0.1 0.1 Minor $260 South side of Carlsbad Blvd Between Jelierson end Jefferson St. Alley AE06 Storm drain cover causes vertfcal offsets jjeater than 1/4' high 0.1 0.1 Minor $260 South side of Carlsbad Blvd. Between Jefferson aid Jefferson St, Altey AE06 Cross slope exceeds 2.0% 0.1 0.1 Minor $760 South side of Carlsbad Blvd, between Jefferson St, Altey and Harding 1 AE06 Numerous vertical offsets are greater than 1/4" high 0.1 0.1 Minor $260 South side of Carlsbad Blvd. between Jefferson St. Altey and Harding 1 AE06 Tree jrates cause vertfcal offsets greater than 1/4' high 0.1 0.1 Minor $260 West side of Harding between Carlsbad Blvd. and Oak AE06 Damaged concrete causes vertical offsets greater than 1/4' high and gaps greater than 1/2' wide in the directton of travel 0.1 0.1 Minor $260 West side of Harding between Carlsbad Blvd. and Oak 1 AE06 Numerous verttoal offsets are greater than 1/4'high 0.1 0.1 Minor $260 West side of Harding between Cerlsbad Blvd. and Oak AE06 Cross slope exceeds 2.0% 0.1 0.1 Minor $760 West side of Hardng between Oak and Hne AE06 Unmaintained ptent trimmings reduce sidewalk ctear width to 28' wide California Building Code requires 48" wide, Americans with Disabiittes Act Accessibility Guidelines requires 36' wide. 025 0.25 Minor $76 West sWe of Harding between Oak and Pine AE06 Cross stope exceeds 2.0% 0.1 0.1 Minor $760 West sMe of Haning between Oak and Pine 1 AE06 Verttoal offsets are greater Ihan 1/4' high 0.1 0.1 Minor $260 West side of Harding between Oak and Pine 1 AE06 Damaged concrete causes gaps in directkxi of travel greater than 1/2* wide 0.5 0.5 Moderate $100 FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Location Tier MapPacNotes Construction Cateaorv: Removal Patchin Grinding Rebuild Install Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Location Tier MapPacNotes Compliance llerr Individual Item CosI • Vegetative Obstmctions Found in the "ROW (Property Ovimer Responsibility) 1 Vertical Clearance Obstmctions » Obslmctions Found in the ROW (City iResponslbitity) , Obstmctions Found in the ROW ' (Franchise Utility Responsibility) . Utility Box Cover Uplift (Fraichise Utility 'jResponsibiiity) • jHorizontal Gaps (>1', <12" or Pavement J pivots kip/Uplifts (A/C or Conciete) i Cross Stope > 2% along walkways j Cross Stope > 5% at driveways il • Narrow Width JDeteclabte Waming/Truncated Domes at I Major Vehicular Xing Where Break in Walkwav Fxists , Block has missing walkweys (Altemative 'Design Street) i Block has missing yvalkways i Lack of Ctjrb Edge Definition Composite Score Composite Rating Categoiy Composite Costs North side of Oak betvueen Harding and fneevray AE06- AE07 Vertical offsets are greater than 3/4' high 0.2S 0.25 Minor $260 Itolh side of Oak between Harding and freeway AE06- AE07 Cross sbpe across driveways exceeds 2,0% and slopes exceed 5,0% 0.5 0.5 Moderate $1,600 North side of Oak between Harding and freeway AE06- AE07 Damaged concrete causes gaps in direction of travel greater than 1/2" wide NO ISSUE 0.1 0.1 Minor $100 North side of Oak between Harding and freeway AE06- AE07 Sewer manhole cover causes vertical offsets greater than 1/4' high 0.1 0.1 Minor $260 North side of Oak between Harding and freeway AE06- AE07 Sewer manhole cover causes vertical offsets greater than 1' high{x2) 1 1 Mod*rat# $260 North side of Oak between Harding and freeway AE06- AE07 Cross slope exceeds 2.0% 0.1 0.1 Minor $760 North side of Oak between Harding and freeway AE06- AE07 Trees overtiang sidewalk at less than 80' above finished grade 01 0.1 Minor $200 fkirth side of Oak between Harding and freewray AE06- AE07 No pedestrian access pnsvided at end of cul-de-sac 1 1 Moderate $6,000 Pubfc right of way between RMP 348 and RMP 349 AE06- AE07 Cross sbpe is 5.0% 0.1 0.1 Minor $760 Publk! right of way behmeen RMP 348 and RMP 349 AE06- AE07 Damaged concrete causes gaps in direction of travel greater than 1/2' wide 0.1 0.1 Minor $100 South side of Pine between Madson and Harding AF06, AE06 Cross stope exceeds 2,0% 0.1 0.1 Minor $760 South side of Pine between Madson and Harding AF06. AE06 Damaged concrete causes vertical offsets greater than 1/4' high and gaps greater than 1/2' wide in the directton of travel 0.1 0.1 Minor $260 South side of Pine between Madson and Harding AF06, AE06 Numerous vertical offsets are greater than 1/4' high 0.1 0.1 Minor $260 East side of Harding between Chestnut and Pine AF07, AE06 Numerous vertical offsets are greater than 1/4' high 0.1 0.1 Minor $260 East side of Harding between Chestnut and Pine AF07, AE06 Damaged concrete causes vertical offsets greater than 1/4' high and gaps greater than 1/2'wide in the direction of travel 0.1 0.1 $260 East side of Hani ng between Chestnut and Pine AF07, AE06 Trees overtiang walkway at less than SC above finished j^ade 01 0.1 Minor $200 West side of Harding between Chestnut and Pine AF07. AE06 Trees overtiang wakway at less than SO' above finished ^de 01 0.1 $200 West sWe of Hardng between Chestnut and Pine AF07, AE06 Numerous vertical offsets are greeter than 1/4' high 0.1 0.1 $260 West sWeof Hardng between Chestnut and Pine AF07, AEOe SDG&E manhole covers create vertcal offsets greater than 1/4' high and gaps greater than 1/2* wide in the drectcn of travel 0.1 0.1 $260 Madson St. Alley between Walnut and Chestnut AF06 No pedestrian access provided on either side of street 01 0.1 Minor $0 l^son St. Alley between Walnut and Pine AFD6 No pedestrian access provided on either side of street 0.1 0.1 Minor $0 FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Construction Category: Removal Patching Grinding Rebuild Install Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Compliance Item Vegetative Obstmctions Found in the ROW (Property Ovmer Responsibility) Vertical Clearance Obstmctions Obstmctions Found in the ROW (City Responsibitity) Obstiuctions Found in the ROW (Franchise Utility Responsibility) Utitily Box Cover Uplift (Franchise Utility Re^xmsibility) Horizontal Gaps {>1", <12' or Pavement Divots 1 Lip/Uplifts (A/C or Concrete) Cross Slope > 2% atong walkways •| Cross Slope > 5% at driveways 1 Narrow Width ^ Detectable Waming/Tmncated Domes at g Major Vehicular Xing Where Break in ° iWalkway Exists „ Block has missing walkways (Altemative "joesign Street) Block has missing walkways Lack of Curb Edge Definition Composite Score Composile Rating Categoty Composite Costs l.ssa!iaa Ikr Map Pet Notes Individual Item Cost: $75 $200 $500 $0 $0 $100 1 Lip/Uplifts (A/C or Concrete) $750 •| Cross Slope > 5% at driveways 1 Narrow Width ^ Detectable Waming/Tmncated Domes at g Major Vehicular Xing Where Break in ° iWalkway Exists „ Block has missing walkways (Altemative "joesign Street) $5,000 $600 North side of Pine between Jefferson and Madison St. Alley AF06 Numercius vertical offsets are greater than 1/4' high 0.1 0.1 Minor $260 East side of hoarding between Chestnut and Palm AF07 Numerous vertical offsets are greater than 1/4' high 0.1 0.1 Minor $260 North side of Chestnut between Harding and Jefferson AF07 Damaged concrete causes vertical offsets greater than 1/4' high and gaps greater than 1 /2' wide in the drection of travel 0.1 0.1 Minor $260 North side of Chestnut between Harding and Jefferson AF07 IMo detectable warnings provided at zero curb at pedestrian crossing Double-set grooved t}order erroneously identifies level sidewalk as a curb ramp 0.5 0.5 Moderate $300 North side of Chestnut between Harding and Jefferson AF07 SDG&E manhole cover creates vertical offsets greater than 1/4' high 0.1 0.1 Minor $0 South Chestnut at Madison St. Alley AF07 No detectable warnings provided at intersection of fvladison St. Alley 0.5 0.5 Moderate $300 South Chestnut between Madson St. Alley and Jefferson AF07 Cross skipe across diveways exceeds 2.0% and skipes exceed 5.0% 0.1 0.1 Minor $760 South Chestnut between Madson St. Alley and Jefferson AF07 Cross stope exceeds 2.0% 0.1 0.1 Minor $760 South side of Chestnut between Jefferson and ffarding AF07 No detectable warnings provided at zerxi curb at pedestrian crossing Double-set grooved border erroneously identifies level sidewalk as a curb ramp 0.5 0.5 Moderate $300 $260 South side of Chestnut between Jefferson and Harding AF07 Storm drain cover creates verttoal offsets greater than 1/4' high 0.1 0.1 Minor $300 $260 West side of hiardng between Chestnut and Palm AF07 Pavers create stopes greater than 5.0%. cross stopes greater than 2.0%. and vertical offsets greater than 1/2' high x 1/2' wide 0.25 0.25 Minor $260 West side of Harding between Chestnut and Palm AF07 Numerous vertical offsets are greater than 1/4' high 0.1 0.1 Minor $260 West side of Harding between Chestnut and Palm AF07 Cross stope exceeds 2.0% 0.1 0.1 Minor $760 North side of Palm between Jefferson and Harding AF07, AG07 Numerous verttoal offsets are greater than 1/4' high 0.1 0.1 Minor $260 North side of Palm between Jefferson and Harding AF07, AG07 Cross stope exceeds 2.0% 0.1 0.1 Minor $760 East side of Jefferson between Chestnut and Palm AG07, AF07 Numerous verttoal offsets are greater than 1/4" high 0.1 0.1 Minor $260 East side of Jefferson between Chestnut and Palm AG07, AFQ7 Cross stope exceeds 2.0% 0.1 0.1 Minor $760 East side of Jefferson between Chestnut and Palm AG07. AF07 D amaged concrete causes gaps ^ater than 1/2' viideinthe direction of travel 0.1 0.1 Minor $100 South side of Palm between l*dson and Harding AG07, AF07 Cross slope across diveways exceeds 2.0% and sk>pes exceed 5.0% 0.5 0.5 Moderate $1,600 South side of Palm between Madson and Harding AG07, AF07 Cross slope exceeds 2.0% 0.1 0.1 Minor $760 South side of Palm between Madson and Harding AG07, AF07 Vertfcal offset where skjewak meets curb is greater than 1/4' hi^ 0.1 0.1 Minor $260 • \ • • • FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Construction Category: Removiy Patching Grinding Rebuild Install Composite all Items • \ • • • FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Compliance Item Vegetative Obslmctions Found in the ROW (Property Owner Responsibility) Verticed Clearance Obstmctions Obslmctions Found in the ROW (City Responsibai^) Obstmctions Found in the ROW (Franchise Utility Responsibility) Utility Box Cover Uplift (Franchise Utility Responsibility) Horizontal Gaps (>1", <12" or Pavement Divols Lip/Uplifts (A/C or Concrete) Cross Skjpe > 2% along walkways Cross Slope > 5% at driveways Nariow Width Detectable Waming/Truncated Domes at Major Vehicular Xing Where Break in Walkway Exists Block has missing walkways (Altemative Design Sb^t) Block has missing walkways Lack of Curb Edge Definition Composite Score Composile Rating Category Composite Costs Location Tier Mao Pae Notes Individual Item Cost: $76 $200 $500 $0 $0 $100 $250 $750 $1,500 $i,oo6 $300 $0 $6,000 $500 South side of Palm between t^dison and Harding AG07. AF07 Numerous vertical offsets are greater than 1/4' high 01 0.1 Minor $260 South side of Palm between t^dison and Hanling AG07, AF07 Trees overhang walkway at less than 80' above finished grade 0.1 0.1 Minor $200 West side of Jefferson between Chestnut and Palm AG07, AF07 Cross slope acioss driveways exceeds 2.0% and slopes exceed 5.0% 0.5 0.5 Moderate $1,600 $200 West side of Jefferson between Chestnut and Palm AG07, AF07 Trees overhang walkway at less than 80* above finished grade 01 0.1 Minor $1,600 $200 West side of Jefferson between Chestnut and Palm East side of Madison between Chestnut and Palm 1 AG07, AF07 Numerous vertical offsets are greater than 1/4' high 0.1 0.1 Minor $260 $1,600 $0 $1,600 $760 West side of Jefferson between Chestnut and Palm East side of Madison between Chestnut and Palm 1 AG07, AG06 Cross stope across driveways exceeds 2.0% and slopes exceed 5.0% 0.5 0.5 Moderate $260 $1,600 $0 $1,600 $760 Madson St. Alley between Palm and Chestnut AG07 No pedestrian access provided on either side of street 01 0.1 Minor $260 $1,600 $0 $1,600 $760 North side of Palm between Jefferson and Madison AG07 Cross stope across driveways exceeds 2,0% and slopes exceed 5.0% 0.5 0.5 Moderate $260 $1,600 $0 $1,600 $760 l^rth side of Palm between Jefferson and Madison AG07 Cross stope exceeds 2.0% 0.1 0.1 Minor $260 $1,600 $0 $1,600 $760 North side of Palm between Jefferson and Madson AG07 Numenius vertfcal offsets are greater than 1/4' high 0.1 0.1 Minor $260 West side of Jefferson between Anchor and Carol AH08 Cross stope exceeds 2.0% 0.1 0.1 Minor $760 North side of Oak between Hardng and freeway AE06- AE07 Vertfcal offsets are greater than 3/4' Wgh 0.25 0.25 Minor $260 $1,600 Noith skia of Oak between Harding and freeway AE06- AE07 Cross stope across driveways exceeds 2.0% and skipes exceed 5.0% 0.5 0.5 Moderate $260 $1,600 North side of Oak between Harding and freeway AE06- AE07 Damaged concrete causes gaps in directfcn of travel greater than 1/2" wide 0.5 0.5 Moderate $100 $260 $260 North side of Oak between Harding and freeway AE06- AE07 Sewer manhote cover causes vertical offsets greater than 1/4' high 0.1 0.1 Minor $100 $260 $260 North side of Oak between Harding and freeway AEC6-AE07 Sewer manhole cover causes vertical offsets greater than 1' high (x2) 1 1 Moderate $100 $260 $260 North side of Oak between Haning and freeway AE06- AE07 Cross stope exceeds 2.0% 0.1 0.1 Minor $760 North side of Oak between Harding and freeway AE06- AE07 Trees overhang sidewalk at tess than 80' above finished grade 01 0.1 Minor $200 North side of Oak between Harding and freeway AE06- AE07 No pedestrian access provided at end of cul-de-sac 0.1 0.1 Minor $0 2546 - 2502 ,lefl»rson St Residences AB04, AC04 Cross slope across driveways exceeds 2.0% and skipes exceed 5.0% 0.5 0.5 Moderate $1,600 1446 Forest Ave Residence 2 19 no detectable waming at driveway; path of travel in drivewey: driveway cross stope exceeds 2% 0.5 0.5 Moderate $1,600 Construction Category: Removal l^ctilng Grinding Rebuild Install Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Compliance Item Vegetative Obstmctions Found in the ROW (Property Owner Responsibility) Vertical Clearance Obstmctions Obstmctions Found in the ROW (City Responsibility) Obsb^jctions Found in the ROW (Franchise Utitity Responsibility) !utility Box Cover Uplift (Franchise Utility Responsibility) Horizontal Gaps (>r, <12' or Pavement Divots Lip/Uplifts (A/C or Concrete) Cross Stope > 2% atong walkways Cross Slope > 5% at driveways [Narrow Width peteclabte Waming/Truncated Domes at Major Vehicular Xing Where Break in iWalkway Exists Block has missing walkways (Altemative Design Stiaet) Block has missing wdkways Lack of Curb Edge Definition ! Composite Score Composite Rating Categoty Composite Costs Lasaiign Tier Mao Pat Notes Individual Item Cost: $75 $200 $600 $0 $0 $100 $250 $750 $1,500 $1,000 $300 $0 $6,000 $500 1436 Forest Ave Residence 2 19 no detectable v»aming at driveway: path of travel in driveway; driveway cross stope exceeds 2% 0.5 0.5 Itoderate $1,600 Between 1446 and 1440 Forest Ave 2 19 Power poie in path of travel without sufficient clearance 0.1 0.1 Minor $1,000 1448 Forest Ave. 2 no detectabte vraming at driveway; path of travel in driveway; driveway cross slope exceeds 2%; end of sidewalk 0.5 0.5 Moderate $1,600 Highland and Las Ftores 2 30 non-contiguous sidewalk; excessive cross slope and running stope; no handrails or landings obstruction 0.1 0.25 0.35 Minor $760 1502 Las Ftores 2 30 no detectabte waming at driveway; driveway cnjss stope in exceeds 2% 0.5 0.5 Moderate $1,600 1400 Las Ftores Churoh 2 30 sidewalk cross slope; 3.4%; 1' uplft; chunk out of sidewak; 0.5' upift 0.25 0.1 0.35 Minor $1,000 1390 Las Ftores Residence 2 30 0.5' upHt at sidewalk 0.1 0.1 Minor $260 1388 Las Ftores Residence 2 30 sidevralk cross stope: 2.5% 0.1 0.1 Minor $760 1370 Las Ftores Residence 2 30 sidewalk cross sk^pe: 2.2% 0.1 0.1 Minor $760 1360 Las Ftores Residence 2 30 sidewalk cross slope; 2.8%; chunk out of sidewak 0.1 0.1 Minor $760 2792 Highland Residence 2 30 (2) 2' upift; additkjnal uplifled panels at tree 0.1 0.1 Minor $760 2780 Highland Residence 2 30 path of travel separate from driveway; cross stope; 3.4% 0.1 0.1 Minor $760 2756 Highland Residence 2 30 (2) 1' uplift at sidewalk; cross stope; 2.6% 0.1 0.1 Minor $760 2738 Highland Residence 2 30 sidewalk ends 0.1 0.1 Minor $0 2757 His*iland Residence 2 30 path of travel separate from doubte drivewey; cross stope; 3.5% at south drive 025 0.25 Minor $760 2701 Highland Residence 2 30 sidewalk ends 01 0.1 Minor $0 2515 Pio Pico Business 2 29 no detectabte waming at driveway; drivevray cross stope: 7.5% 0.5 0.5 Moderate $1,600 2525 Ro Pico Business 2 29 no detectabte waming at driveway; utility grate in path of travel; driveway cross stope; 8.9% no detectabte waming 0.1 0.5 0.6 Moderate $1,600 2565 Pio Pico Business 2 29 no detectabte waming at driveway; 0.5' expanskxi pint in pati of travel; driveviay cross stope 7,5% no detectabte waming 0.1 0.5 0.6 Moderate $1,760 2575 Pto Reo 2 29 no detectabte waming at driveway; dtlvevray cross stope; 8.8% no detectabte waming 0.5 0.5 Moderate $1,600 FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Construction Cateaorv: Remove Patching Grinding Rebuild Install Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Compliance Item v> Vegetative Obsb'uctions Found in the " ROW (Prc^jerty Owner Responsibility) g jvertical Clearance Obstmctions «g Obstructions Found in tiie ROW (City S|ResponsibiVty) Obshiictions Found in the ROW (Franchise Utilily Responsibility) Utility Box Cover Uplift (Frandiise Utility Responsibity) Horizontal Gaps (>1", <12' or Pavement Divots Lip/Uplifts (Arc or Conaete) g jCross Slope > 2% along walkways Cross Slope > 5% at driveways Narrow Width Detectable Waming/Truncated Domes at Major Vehicular Xing Where Break in Walkwav Exists Block has missing walkways (Altemative Design Street) Bkxk has missing walkways Lack d Curb Edge Definition Composite Score [Composite Rating Category Composite Costs Location Tlf r MOD Pa Notes Individual Item Cost: v> Vegetative Obsb'uctions Found in the " ROW (Prc^jerty Owner Responsibility) g jvertical Clearance Obstmctions «g Obstructions Found in tiie ROW (City S|ResponsibiVty) $0 $0 $100 $250 g jCross Slope > 2% along walkways $1,500 $1,000 $300 $0 $6,000 $500 Composite Score 1350 Las Ftores Residence 2 29 sidewalls cross slope; 2.6% 0.1 0.1 Minor $760 Las Ftores and Chuparosa 2 29 0.5' upift at sidewak 0.1 0.1 Minor $260 1260 Buena Vista Residence 2 39 sidewalk ends 01 0.1 Minor $0 1240,1260.1270,1280.1275 Buena Vista 2 39 no detectabte waming at driveway; path of travel in driveway; driveway cross stope exceeds 2% 0.5 0.5 Moderate $1,600 1280 Buena Vista Residence 2 39 sidewalk ends 01 0.1 Minor $0 1275 Buena Vista Residence 2 39 path of travel separate from driveviay; cross slope: 1.2%; sidevralk begins and ends 01 0.1 Minor $0 3085 Valtey St (Residence) 2 42 running stope 0.4%; cross sbpe 10.8% motor home blocking driveway 025 0.25 Minor $760 3075 VaneySt (Residence) 2 42 running stope 1.4%; cross stope 109% 0.5 0.5 Moderate $1,600 $1,076 3065 Valtey St (Residence) 2 42 ninning stope 0.8%; cross stope 9.9% horizontal vegetative obstnictton; 1' uplift @ driveway 0.1 0.25 0.25 0.6 Moderate $1,600 $1,076 3058 Valtey St (Residenoe) 2 42 mnning stope 02%; cross stope 12.6% 0.5 0.5 Moderate $1,600 $100 3320 Monroe 2 44 divot in sidewalk 0.1 0.1 Minor $1,600 $100 Basswood and K^nroe 2 44 sidewalk ends on east side of fAmroe and begins on west side no issue of compliance 0 Conforming $0 $760 Actoss freim 1800 Bassv<ood 2 56 cross slope of sidewalks exceed 2%; divots in sidewak 0.1 0.1 Minor $0 $760 3435-3485 Valtey 2 56,68 cross stopes exceed 2%; mnning stopes exceed 5%; vertical obstniction at 3431 0.1 0.1 0.2 Minor $826 1695 Basswood Residence 2 56 sidewalk cross stope; 12%; 0.5' uplift 0.1 0.25 0.35 Minor $1,000 Atong sidewalk in fnont of tennis courts ecross the street frcim 1750 Basswood 2 56 cracked with uplifts 0.1 0.1 Minor $260 Along sidewalk at baseball liekl across from 1800 Basswood 2 56 large chunk missing in sidewalk: cross slope: 10.6% 0.1 0.25 0.35 Minor $1,000 3358 l*nroe St 2 57 cross stope exceeds 2%; 05' uplifl north edge of driveviay 0.1 0.1 Minor $260 3362 Monroe St 2 57 cross stope exceeds 2%; 1' uplift middte of drive 0.25 0.1 0.35 Minor $1,000 3390 Monroe St 2 57 2'gep 0.1 0.1 Minor $100 3410MjnroeSt 2 57 0.5' upHt, dvot 0.1 0.1 Mbtor $760 FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Construction Cateaorv. Removal Patching Grinding Rebuild Install Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Compliance Item Vegetative Obstmctions Found in the ROW (Property Owner Responsibility) Vertical Clearance Obstiuctions Obstiuctions Found in the ROW (City Responsibility) jObstiuctions Found in the ROW (Franchise Utitity Responsibility) Utitity Box Cover Uplift (Franchise Utility Responsibility) Horizontal Gaps (>1", <12" or Pavement pivots Lip/Uplifts (A/C or Concrete) Cfoss Slope > 2% along walkways Cross Slope > 5% al driveways |Narrow Width peteclabte Waming/Tmncated Domes at Major Vehicular Xing Where Break in Walkwav Exists Block has missing w^kways (Alternative Design Street) Bkx;k has missing walkways Lack of Curb Edge DeliniBon Composite Score Composite Rating Categoiy Composite Costs Notes Individual Item CosI; $76 $200 $500 $0 $0 $100 $250 $750 $1,500 $1,000 $300 $0 $5,000 $500 Monroe St Community Pool 2 57 entry and exit dnveway in p.o.l; cross slope exceeds 2% 0.5 0.5 Moderate $1,600 3434 Ktonroe St 2 56 0.5' upift 0.1 0.1 Minor $260 3440 Monroe St 2 58 0.5' uplift 0.1 0.1 Minor $260 3450 U>nroe St 2 58 (2) 0.5' uplift 0.1 0.1 Minor $260 3470 l*nn» St 2 58 0.5' uplift utility grate 0.1 0.1 Minor $0 3470 Monroe St 2 58 0.5' uplift 0.1 0.1 Minor $260 Between 3480 Monroe St and Pilgrims Children Center on Monroe 2 58,70 (4) divots; (6) 0.5'-1' uplifts; (1) horizontal obstnx*n - 30" clearance: excessive cross stope in various locations 0.25 0.25 0.5 Moderate $326 $0 1202 Basswood (comer house) 2 66 sidewalk ends; no sidewalk on Pine Ave 01 0.1 Minor $326 $0 3236 Eureka Residence 2 66 cracked utility box in driveway 0.1 0.1 Minor $260 3435-3485 Valtey 2 56,68 cross stopes exceed 2%; mnning slopes exceed 5%; vertical obstnjction at 3431 0.1 0.1 0.2 Minor $826 Across from 3445 Valtey 2 68 0.5' upift 0.1 0.1 Minor $260 $1,760 1S94 Chestnut 2 69 cross slope; 13%; 1' uplifl at driveway (both sides of dnveway) 0.25 0.5 0.75 Moderate $260 $1,760 Just north of S/E Rf* at Valtey and Chestnut on Valtey 2 69 sidev«alk ends; noncompliant 01 0.1 Minor $0 Valley and Chestnut 2 69 west sidewalk south of Chestnut is A/C 01 0.1 Minor $0 3431 VaHeySt 2 68 Vertical obstnictnn (HollywDod Juniper) 0.1 0.1 Minor $76 Just north of S/E RkiP at Valtey and Chestnut on Valtey 2 69 sidevralk ends; noncompliant 01 0.1 Minor $0 1884 Chestnut 2 69 cross slopes exceed 2%; mnning slopes exceed 5%: 1' upliff 0.25 0.1 0.35 Minor $1,000 Valtey and Chestnut 2 69 west sidewalk »u1h of Chestnut is A/C 01 0.1 Minor $0 $0 Acnsss from 1694 Chestnut on Valtey 2 69 power pote obstnx^ w/26' cteaiance; broken sklewak 0.5 0.5 Moderate $0 $0 W Valtey At 1687 Brady Or 2 69 sidewalk begins no contiguous p.ot. on W, Valtey betvueen Chestnut and fulagnolia 01 0.1 Minor $0 Chestnut Ave Between Valtey And litarjorie Ln 2 69 verttoal obstruction 62' ctear 0.1 0.1 Minor $76 Construction Category: Removal Grinding Rebuild Install Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Compliance Item Vegetative Obstiuctions Found in the ROW (Properly Owner Responsibility) Vertical Clearance Obstmctions Obstiuctions Found in the ROW (City Re^xmsibifi^) Obstmctions Found In the ROW (Franchise Utility Re^sibility) Utility Box Cover Uplift (Franchise Utility Responsibility) Horizontal Gaps (>1', <12" or Pavement Divols Lip/Uplifts (A/C or Concrete) Cross Slope > 2% along walkways Cross Slope > 5% at driveways Narrow Width Delectable Waming/Tmncated Domes at Major Vehicular Xing Where Break in Walkwav Exists Block has missing walkways (Altemative Design Street) Block has missing walkways Ladt of Curi3 Edge Definition Composite Score Composite Rating Category Composite Costs Location Tier Mao Pac Notes Individual Hem Cost; $75 $200 $500 $0 $0 $100 $250 $750 $1,500 $1,000 $300 $0 $5,000 $500 Chestnut Between Valtey And Mariorie 2 69 r uplifl 0.25 0.25 Minor $260 N Chestnut behveen Valtey and Maijorie 2 69 (4)a5'-rupiifi High school driveway in p.o.t 0.25 0.5 0.75 Moderate $1,760 N Chestnut Between Maijorie And Monroe 2 70 (5) 0.5"-1'uplifts 0.25 0.25 Minor $260 2020-2034 Chestnut 2 69 driveway in p.o.t., cross stope exceeds 2% 0.5 0.5 Moderate $1,600 1835-1749 Chestnut 2 69 cross stope exceeds 2%; drivevray in p.o.t 0.5 0.5 Moderate $1,600 Pilgrims Children Center on Monroe 2 70 (2) drivevrays in p.o t, cross stope exceeds 2%; 0.5' uplift between drives; 0.5' uplift south of south driveway 0.1 0.5 0.6 ^derirt# $1,760 Between 3480 lifcnroe St and Pilgrims Children Center on Monniie 2 58,70 (4) divots; (6) 0.5'-1' upflts; (1) horiMntal obstructton - 30" clearance; excessive cnjss stope in various tocattons 0.25 0.25 Minor $260 Cerlsbad High School SE staff paridng lot dnveway 2 70 driveway in p.ot., cross stope exceeds 2%; cross slope exceeds 2% just north of driveway 025 0.1 0.35 Minor $826 Church driveway at Chestnut and Monree St. (ttoth and South) 2 70 ramps 3' tong at 14% stope to driveway; divot at south edge of south driveway 0.5 0.5 Moderate $1,600 3660 Monroe St 2 70 uplift at xuth edge of driveway 0.1 0.1 Minor $260 3657 Monroe St 2 70 divot 0.1 0.1 Minor $100 3749 Monroe St 2 70 2" gap 01 0.1 Minor $100 3660 Wbnroe St 2 70 0.5' uplift 0.1 0.1 Minor $260 N Chestnut Between liiterjorie And Monroe 2 70 (5)a5'-1'upilis 0.25 0.25 Minor $260 Sidevralk east of Monroe on Chestnut 2 70,71 njnning stope 5.6%, cross stope 3% slope of road 4.9% 0.1 0.1 Minor $760 N Chestnut Between Markxie And Monroe 2 70 chunk of concrete missing 0.5 0.5 Moderate $100 N Chestnut Ave Just Eest Of Monroe 2 70 uneven utility grete w/ upifis 0.1 0.1 Minor $0 2057-2015 Chestnut 2 70,71 cross slope exceeds 2%; driveway in p.o t 0.5 0.5 Moderate $1,600 2015 Chestnut Ave 2 70 0.5' upHt 0.1 0.1 Minor $260 2015 Chestnut Ave 2 70 chunk of concrete missing, 0.25' uplifl 0.1 0.1 0.2 Minor $360 S Chestnut Ave Just West Of Monne 2 70 chunk of concrete missing 0.1 0.1 Minor $100 t^ FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Construction Cateqorv: Removal Patching Grinding Rebuild Install Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Compliance Item Vegetative Obstmctions Found in the ROW (Property Owner Responsibitity) Verticd Clearance Obstmctions Obslmctions Found in the ROW (City Responsibility) lobstmctions Found in the ROW (Franchise Utitity Responsibility) Utility Box Cover Uplift (Franchise Utility Responsibility) Horizontal Gaps (>1", <12' or Pavement Divots Lip/Uplifts (A/C or Conctete) Cross Slope > 2% along walkways Cross Stope > 5% at driveways Narrow Width Detectable Waming/Truncated Domes at Major Vehicular Xing Where Break in Walkway Exists Block has missing walkways (Altemative Design Street) Block has missing walkways Lack of Curb Edge Definition Composite Score Composite Rating Categoty Composite Costs Location Tier Mao Pai Notes Individual Item Cost: $75 $200 $600 $0 $0 $100 $2Son $750 $1,500 $1,000 $300 $0 $5,000 $500 1975 Chestnut 2 70 chunk of concrete missing: driveway in p.o.t, cross slope exceeds 2% 0.1 0.5 0.6 Moderate $1,600 $6,000 N Magnolia east of Valley 2 81,70 no sidewalk 1 1 ,.^Mod«r<rt# $1,600 $6,000 N Magnolia west of Monroe 2 70 cross slope in p.o.t 3.6% 0.1 0.1 Minor $760 $1,760 1905 Magnolia, Elementaiy School 2 70 (5) dvots/upifts; (4) driveway in p.o.t, cross stope exceeds 2% 0.25 0.5 0.75 Moderate $760 $1,760 1975 Magnolia 2 70 1' upifl 0.2S 0.25 Mhior $260 Across From 1985 Magnolia 2 70 Vertical obstnjctton, 55' clear 0.1 0.1 Minor $76 1910 Magnolia 2 70 r upf ft at former mail box post 0.25 0.25 Minor $260 Magnoia between Valley and Brady Cr 2 80 cross stope 3% 0.1 0.1 Minor $760 Comer of Magnolia and Valley (South Side) 2 80 ronning stope 5.5%, cross stope 2.7% 0.1 0.1 Minor $760 Valley Middle School On Magnoia 2 SO 0.5' uplift 0.1 0.1 Minor $260 Valley Middle School On Magnoia 2 80 (3) uplifls/dvots 0.1 0.1 Minor $260 $260 S Magnolia At Brady Cr 2 80 divot, 05' uplifl 40 ft west 0.1 0.1 Minor $260 $260 N Magnolia At Lds Church Driveway 2 80 1' uplft 0.25 0.25 Minor $260 N Magnoia At Church PI 2 80 sidewalk ends 1 1 Moderate $6,000 $760 3368 Eureka Residence 2 77 cross stope; 48%; cracked sidewak 0.1 0.1 Minor $6,000 $760 3218-3374 Eureke 2 66.77 cross slopes exceed 2%: njnning slopes exceed 5%; cracked sidewalk at 3368 0.1 0.1 Minor $760 East side of Carlsbad B^d. between Walnut and Sycamore 1 AG04 Cross slope ranges from 1.7% • 3.2%; Water meter cover causes vertical offsets up to 1' high (x2) 0.5 0.1 0.6 Moderate $1,000 East side of Carlsbad Blvd. between Maple and Acacia 1 AH04 Water meter cover causes vertical offsets up to 1" high (x4) 0.5 O.S Moderate $260 Public beach access at end of Mountain Vie\ 1 AD01 Stairs leading to beach do not have a guardrail or contrasting striping 0.5 0.5 Moderate $600 East side of Carlsbad Bhrd between f^ne and Walnut 1 AG04 Cross sbpe ranges from 3.0% • 4.3% abng path of travel 0.1 0.1 Minor $760 UJ Construction Category: Removal Patdiln; Grinding Rebuild Install Composite all Itsms FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Compliance Item Vegetative Obstiuctions Found in the ROW (Property Ovuner Responsibility) Vertical Clearance Obstmctions Obstructions Found in the ROW (City Responsibility) Obstmctions Found in the ROW (Franchise Utility Responsibility) Utility Box Cover Uplift (Franchise Utility Responsibility) Horizont^ Gaps (>1', <12" or Pavement Divots Lip/Uplifts (A/C or Concrete) Cross Slope > 2% along walkways Cross Slope > 5% at driveways Narrow Width Detectable Waming/Tmncated Domes al Major Vehicular Xing Where Break in Walkwav Exists Block has missing walkways (Altemative Design Street) Block has missing walkways Lack of Curb Edge Definition Composite Score Composite Rating Categoiy Composite Costs Location liar Mao Pac Nates Individual Item Cost; $75 $200 $600 $0 $0 $100 $250 $750 $1,500 $1,000 $300 $0 $6,000 $500 East side of Carlsbad Blvd. between Pine and Walnut AG04 Concrete at stonn drain cover is wom causing major divots in sidewalk 0.1 0.1 Minor $100 East side of Carlsbad Blvd between Pine and Walnut AG04 Cross stope across driveways exceeds 2.0% and stopes exceed 5.0% No detectable warnings provided at either side of driveway 0.5 0.5 1 Moderate $1,800 East side of O'Isbad Blvd. between Pine and Walnut AG04 SDG&E diamond plate covers cause vertical offsets 1/2' -1' high 01 0.1 Minor $600 East side of Carlsbad Blvd. between Pine and Walnut AG04 SDG&E cover causes vertical offsets up to 1/2' high 01 0.1 Minor $600 East side of Carlsbad Blvd., north of Pine AG04 Trees overtiang sidewalk at less than 80' above finished grade in fnsnt of numerous residences 0.1 0.1 Minor $76 East side of Carlsbad Blvd., north of Pine AG04 Damaged concrete at storm drain creates vertical offsets greater than 1' high 1 1 Moderate $260 East side of Carlsbad Blvd., north of Pine AG04 Cross slope across driveways exceeds 2.0% and slopes exceed 5.0% 0.1 0.1 Minor $760 West side of Carlsbad BM, between Sycamore and Wakiut AG04 Cross slope abng path of travel exceeds 20% 0.1 0.1 Minor $760 West side of Carlsbad Bh/d, between Walnut and Rne AG04 Cross stope ranges from 2.2% - 3,2% 0.1 0.1 Minor $760 West side of Carlsbad Blvd, between Walnut and Pine AG04 Dog vraste bags are mounted 54' AFF with 26' reach from sidewalk 0.5 0.5 Moderate $1,000 East side of Carlsbad Bh/d between Mapte and Acacia AH04 Water meter cover causes verticai offsets up to 1' high (x4) 0.5 0.5 Moderate $260 West side of Cartsbad Blvd, between Maple and Chestnut AH04 Cross slope ranges from 2.4% - 3,0% 0.1 0.1 Minor $760 East side of Carlsbad Blvd, between Chestnut and Maple AH04 Cross sbpe exceeds 2,0% 0.1 0.1 Minor $760 East side of Crisbad Blvd, between Chestnut and l^le AH04 Cross sbpe across driveways exceeds 2,0% and stopes exceed 5.0% fJo detectable warnings provided at either side of driveway 01 0.1 0.2 Minor $1,800 East side of Carlsbad Bh/d between Chestnut and Maple AH04 Damaged water meter cover creates 10' drop bekw sidewak elevatton 0.5 0.5 Moderate $600 East side of Carlsbad Blvd, between Maple and Acacia AH04 Cross stope across driveways exceeds 2,0% and slopes exceed 5,0% Ho detectable warnings provided at either side of driveway 0.1 0.1 0.2 Minor $1,800 o FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Construction Category: Retnoval Patching Grinding Rebuild Install Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Compliance Item •Vegetative Obstmctions Found in the iROW (Property Owner Responsibility) Vertical Clearance Obstmctions ;ObsbiJctions Found in the ROW (City Responsibility) Obstmctions Found in the ROW |(Franchlse Utility Responsibility) Utility Box Cover Uplift (Franchise Utility iResponsibility) Horizontal Gaps (>r, <12' or Pavement Divots Lip/Uplifts (A/C or Concrete) Cross Slope > 2% atong walkways Cross Slope > 5% at driveways Nariow Width Detectabte Waming/Tmncated Domes at Major Vehicular Xing Where Break in Walkwav Exists Block has missing walkways (Altemative Design Stieet) Block has missing walkways Lack of Curb Edge Definition Composite Score Composite Rating Category Composite Costs Location Tjej- Mao Pat Notes Individual Item Cost: $75 $200 $600 $0 $0 $100 $250 $750 $1,500 $1,000 $300 $0 $5,000 $500 East side of Cartebad Blvd, between Sycamore and Chestnut 1 AH04 Palm trees overtiang walkway reducing headnwm to less than 80' above finished grade 01 0.1 Minor $200 East side of Certsbad Blvd. between Sycamore and Chestnut 1 AH04 Cross slope across driveways exceeds 2.0% and skipes exceed 5.0% fJo detectable warnings provided at either side of drivevray 0.1 0.1 Minor $760 East side of Carlsbad Blvd, between Sycamore and Chestnut 1 AH04 Water meter cover causes vertfcal offsets upto 1" high 0.5 0.5 IVIoderate $260 East side of Carlsbad Blvd, between Sycamore and Chestnut 1 AH04 Cross sbpe at SDG&E cover is 5.0% 0.1 0.1 Minor $0 West side of Carlsbad Blvd. behnieen Chestnut and Sycamore 1 AH04 Cross stope ranges from 2,6% • 3,2% 0.1 0.1 Minor $760 West side of Carlsbad Blvd. between Cheny and Acacia 1 AH04, AH05 Crosswak at north side of Cheny: No detectable warnings provided at zero curb conditton. Stope ranges from 17.1%- 18.8%for4'inlength. 0.5 0.5 Moderate $300 West side of Cartsbad Blvd. between Cheny and Acacia 1 AH04, AH05 Cross stope et erea adjacent to stair is 6,9% 1 1 Moderate $760 West side of Carlsbad Blvd. between Cheny and Acacia 1 AH04. AH05 Cross stope ranges from 2,3% • 2,7% 0.1 0.1 Minor $760 West side of Carlsbad Blvd. between Cheny and Acacia 1 AH04. AH05 Spacing at guan*ail is 51/4" wide between posts 0 Confomi ing $0 East side of Carlsbad Blvd. between Acacia and Cheny 1 AH05 Cross stope across driveways exceeds 2.0% and stopes exceed 5.0% No detectable warnings provided at either side of drivevray 01 0.5 0.6 Moderate $1,800 East side of Carlsbad Blvd. between Acacia and Cheny 1 AH05 Cross sbpe exceeds 2.0% 0.1 0.1 Minor $760 East side of Carlsbad Blvd. between Acacia and Cheny 1 AH05 Storm drain cover causes vertfcal offsets up to 1/2* high (x2) 0.1 0.1 Minor $260 Crosswalk junction along West side of Carlsbad BM. at Tamarack 1 AI05 No detectable warnings provided at drive lane leading to partting lot at istend to main traffic lanes of Carlsbad Blvd. 0.5 0.5 Moderate $300 East side of IDarlsbad Blvd. between Cherry and Juniper 1 AI05 Cross stope across driveways exceeds 2.0% and skipes exceed 5,0% Mo detectable warnings provided at either side of driveway 0.5 0.5 Moderate $300 East side of Carlsbad Blvd, between Cherry and Juniper 1 AI05 Water meter cover causes vertfcal offsets greater than 1/2" high 0.1 0.1 Minor $260 East side of Carlsbad Blvd. between Cherry and Juniper 1 AI05 One of two storm drain covers causes verttael offsets up to 1/2' high in damaged concrete 0.1 0.1 Minor $260 East side of Carlsbad Bhid between Cheny and Juniper 1 AI05 Palm trees overhang wakviay reducing headroom to less than 80" above finished grade 01 0.1 Minor $200 FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Tier Mao Pac Notes Construction Category: Individual Hem Cost: O K_ $600 E cc S & at z) a: $0 Patching Gtinding o .£ X O $100 o <5 11 ^ > Us If CO_Q $0 Composite all Items East side of Carlsbad Blvd, between Hemtock and Redwood East side of Carlsbad Blvd, between Hembck and Redwood East side of Carlsbad Blvd, between Hembck and Redwood East side of Carlsbad Blvd. between Hemtock and Redwood West side of Carlsbad Blvd. between Hembck and Juniper East side of Carlsbad Blvd, between Juniper and Hembck East side of Carlsbad Blvd, between Juniper and Hemtock East side of Carlsbad Blvd. between Redwood and Tamarack East side of Cerlsbad Bivd. betvraen Redwood and Tamarack West side of Carlsbad Blvd. between Hembck and Juniper West side of Carlsbad Blvd. between Juniper and Cheny West side of Carlsbad Blvd. between Juniper and Cheny West side of Carlsbad Blvd. between Redwood and Hemlock West side of Carlsbad Blvd. between Redwood and Hemtock West side of Carlsbad Blvd, between Redwood and Hemtock West side of Carlsbad Blvd. between Tamarack andRedvmod West side of Carlsbad Blvd. between Tamarack and Redwood Opposing sbpes at drivevray in front of 3840 Carlsbad Blvd. creates severe hazards in sidewalk with stopes up to 17,8% Water meter cover causes vertfcal offsets up to 2" high x f wide (x2) Cross stope across diveways exceeds 2,0% and slopes exceed No detectable warnings provided at either side of driveway SDG&E cover causes vertical offsets up to 1' high (x2) Cross stope exceeds 2,0% Water meter cover causes vertfcel offsets up to 1" high Cross stope across driveways exceeds 2,0% and stopes exceed 5,0% Ho detectable warnings provided at either side of driveway Damaged concrete in front of Vigikiod's restaurant causes vertical offsets up tor high No detectable warnings provided at north crosswalk palh of travel Water meter cover causes vertfcal offsets up to 3/4" high Cross stope atong path of travel exceeds 2,0% Trees overhang walkway at tess than 80" above finished grade No directional signage to accessibte route provided at either end of spW walkway Sign should point to use east side. Stope between beach stairs and split in sidewak ranges from 5.5% • 7.2%. NoncomplanI path of travel leadng to Carlsbad Blvd. does not conned to an accessible route, Tliis area is misleadng. Surveyors recommend removal and replacement v«th landscape. Path of travel has cross stopes up to 2,5% Trees overtiang wakway at less than 80" above finished grade West walkway cross slope is 4,6%, East walkway cross stope is 1,1%, 0.1 $1,800 $1,800 $1,600 Construction Category: Removal Patclting Grinding Rebuild Install Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Compliance Item Vegetative Obstmctions Found in the ROW (Property Ovmer Responsibility) Vertical Clearance Obstmctions bbslmctions Found in the ROW (City Responsibitity) Obstmctions Found in the ROW (Franchise Utitity Responsibility) Utility Box Cover Uplift (Franchise Utility Responsibility) Horizontd Gaps (>1", <12" or Pavement (Divots o O o g Z) •B. 'SJ Cross Slope > 2% along walkways i Cross Skspe > 5% at driveways Narrow Width peteclabte Waming/Truncated Domes at IMajor Vehicular Xing Where Break in Walkwav Exists Block has missing walkways (Altemative Design Sti-eet) Block has missing walkways j Lack of Curb Edge Definition Composite Score Composite Rating Category ' Composite Costs Location Tier IVI«R. .Pat Notas Individual Hem Cost: $75 $200 $500 $0 $0 $100 $250 $750 $1,500 $1,000 $300 $0 $6,000 $500 West side of Carlsbad Blvd. between RMP 3364 and Sequoia 1 Ajoe, AK06, AK07, AL07, AL08 Cross sbpe exceeds 2.0% 0.1 0.1 Minor $760 West side of Carlsbad Blvd. between RI^P 3384 and Sequoia 1 AJ06, AK06, AK07, AL07, AL08 Vertfcal offset greater than 1/4' high at connectfcn to seating area 0.1 0.1 Minor $260 West side of Carlsbad Blvd. between RMP 3364 and Sequoia 1 AJ06, AK06, AK07, AL07, AL08 No signage identifying accessible beach access point at naccessible beach entrance adjacent to lifeguard tower 31. Stope exceeds 5% at access point with no handrails. 1 1 Moderate $760 West skte of Carlsbed Blvd. between RMP 3364 and Sequoia 1 AJ06, AK06, AK07, AL07. AL08 No signage identifying accessible beach access point at inaccessible beach entrance adjacent to lifeguard tower 31, Handrails are noncompliant at stair entrance. Treads do not have contrasting striping. 1 1 Moderate $760 West side of Carlsbad Blvd. between RMP 3364 and Sequoia 1 AJ06, AK06, AK07, AL07, AL08 No signage identifying accessibte beach access point at inaccessible beach entrance adjacent to lifeguard tower 32, Stope exceeds 5% at access point with no handrails. 1 1 Moderate $760 West side of Carlsbad Blvd. between RMP 3364 and Sequoia 1 AJ06, AK06, AK07, AL07, AL08 No signage identifying accessibte beach access point at inaccessible beach entrance between lifeguard towers 32 and 33. Handrails are nonoompliant at stair entrance. Treads do not have contrasting striping. 1 1 Moderate $760 West side of Carlsbad Blvd. between RMP 3364 and Sequoia 1 AJ06, Ak06. AK07, AL07. AL08 No signage identifying eccessibte beach access point at inaccessible beach entrance adjacent to lifeguard tower 33. Stope exceeds 5% at access point with no handrails. 1 1 Moderate $760 West side of Carlsbad Blvd. betvueen RMP 3364 and Sequoia 1 AJ06, AK06, AK07, A1.07, AL08 Cross stope at stomi drain is 3.8% with vertical offsets greater than 1/4' high 0.1 0.1 0.2 Minor $1,000 West side of Carlsbad B^d, between RMP 3364 and Sequoia 1 AJ06, Ak06, Ak07. AL07, AL08 Vertfcal offset greater than 1' high 1 1 Moderate $260 West side of Carlsbad Blvd. behveen RMP 3364 and Sequoia 1 AJ06, Ak06, Ak07, AL07. ALOa Damaged concrete at guardrail post causes 4" vertical dropoff and gapes greater than 1/2' wide in direction of travel 01 0.1 Minor $600 Construction Category: Removal Patctiing Grinding Rebuild Inslall Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Compliance Item Vegetative Obstmctions Found in the ROW (Property Owner Responsibility) Vertices Clearance ObshTJctions Obstructions Found in the ROW (City Responsibility) Obstmctions Found in the ROW (Franchise Utility Responsibility) Utitity Box Cover Uplift (Franchise Utility Re^)onstbility] Horizontal Gaps (>1", <12' or Pavement Divots Lip/Uplifts (A/C or Concrete) Cross Slope > 2% along walkways Cross Stope > 5% at driveways Nariow Width Detectabte Waming/Truncated Domes at Major Vehicular Xing Where Break in Walkwav Exists Block has missing walkways (Altemative Design Street] Block has missing walkways Lack of Curb Edge Definition Composile Score Composite Rating Category Composite Costs Location Tier Mao Pa Notes Individual Item Cost: $75 $200 $500 $0 $0 $100 $250 $760 $1,500 $1,000 $300 $0 $6,000 $500 West side of Carlsbad Blvd. between RMP 3364 and Sequoia 1 AJ06, AK06, Ak07, AL07, AL08 Joint at concrete panels has 3' wide gaps in direction of travel at bridge 0.1 0.1 Minor $100 West side of Cerlsbed Blvd. behnieen RMP 3364 and Sequoia 1 AJ06, Ak06, Ak07, AL07, AL08 No signage identifying accessible beach access point at inaccessible beach entrance at stair feeding to beach parking lol Handrails are noncompliant at stair entrance. Treads do not have contrasting striping. 1 1 MIoderate $760 West side of Carlsbad Blvd. between RW 3364 and Sequoia 1 AJ06, AKOe, Ak07, AL07, AL08 Car guardrail from lagoon to Tamarack and drop.ofl guardrail reduce required clear width to 44' wide for more than 200' in length with no 60" x 60' passing areas 0.1 0.1 Minor $1,000 West side of Cerlsbad Blvd. between RMP 3364 and Sequoia 1 AJD6, Ak06, Ak07, AL07, AL08 Streetight manhole cover creates verttoal offsets greater than 1/4" high (x4) 0.1 0.1 Minor $260 West side of Cartebad Blvd. between RMP 3364 and Sequoie 1 AJ06, AK06, AK07. AL07, AL08 Gaps in directton of travel are greater than 1/2' wide 0.1 0.1 Minor $100 East side of Carlsbad Blvd. between Sequoia and Cannon 1 AJ06, Ak06, AK07, AL07, AL08, AM08, ANC8 Storm drain cover causes vertfcal offsets greater than 1/4' high and is loose 0.1 0.1 Minor $260 East side of Carlsbad Blvd between Sequoia and Cannon 1 AJ06, Ak06. AK07, AL07, AL08, AMOS. AN08 Cross stope exceeds 2,0% Cross stope at bridge is compf ant 0.1 0.1 Minor $760 East side of Carlsbad Blvd, between Sequoia end Cannon 1 AJ06, Ak06, Ak07, AL07, AL08, AMOS, AN08 Manhole covers cause vertical offsets greater than 1/4' high and gaps greater than 1/2* wide in directton of travel 0.1 0.1 0.2 Minor $360 East side of Carlsbad Blvd, between Sequoia and Cannon 1 AJ06, Ak06, Ak07, AL07, AL08, AMOS, ANOS Cross sbpe across maintenance access drivevray to north side of bridge exceeds 2,0% and slopes exceed 5,0% 0.1 0.1 Minor $1,600 FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS ligr Map Pac Notes Construction Category: Compiiance Item Individual Item Co^: o5 o > o; $75 O a_ $500 Patching Grinding II S > .SJ .2. — 1 =^ <0 CO it 00 o Composite all Items East side of Carlsbad Blvd. between Sequoia and Cannon East side of Carlsbad Blvd. between Sequoia and Cannon East side of Carlsbad Blvd, between Sequoia and Cannon AJ06, AK06, AK07, AL07, AL08, AMOS, ANOS Bridge cable sbt causes vertfcal offsets greater than 1" high and gaps greater than 1/2" wide in directton of travel AJ06, AK06, AK07, AL07, ALOS, AMOS, ANOS Spacing at guardrail is 6 1/4" wide where guardrail c together with greater than 30" dropoff a bridge AJ06, AKC6, AK07, AL07, ALOS, AM08, Cross stope at vehfcle access to lagoon driveway exceeds 2,0% and sto|»s exceed 5,0% (x2) East side of Carlsbad Blvd between Sequoia and Cannon AJ06, AK06, AK07, AL07, ALOS, AMOS, ANOS storm drain covercausesverlkail Offsets (dealer than 1/4" high (x2) East side of Carlsbad Blvd, between Sequi and Cannon AJ06, AKC6. AK07, AL07, ALOS, AMOS, ANOS Vertical offset exceeds 3/4' high East side of Carisbad Blvd. between Sequoia and Cannon AJ06, AK06, AK07, AL07, ALOS, AMOS, ANOS Strom drain north of power statfcm causes slopes up to 8.7% and cross slopes up to 5.4%. DropK)ff is greater than 2" high wrth no edge protection. Vertfcal offsets are greater than 1" high. $1,600 East side of Carlsbad Blvd. between Sequoia and Cannon AJ06, AK06, AK07, AL07, ALOS. AMOS. ANDS Cross stope at Encina power station driveway exceeds 2,0% and skipes exceed 5,0% 0.1 FOCUS AREA 'A' PRIORITY LEVEL 1 ROW OBSTRUCTIONS Location Map Pac Notes Construction Category: Individual Item Cost: 2 O 2 O > s:_ $75 $500 c IT E 5- o fc- $0 3 cc $0 Patching Grinding 2 S 0) ^ LU .2 > ^ •S !<g :2 o s g $300 1 p .| J 'E 1 <l> O 1 O) 1 1 1 o CO $S,0(X) $500 Composite all Items East side of Cartsbad Blvd I and Cannon AJ06, AK06, Ak07, AL07, ALOS, AMOS, ANOS Damaged concrete causes gaps In diactton of travel greater than 1/2' wide 0.1 East side of Carlsbad Blvd, between Sequoia and Cannon AJ06, Ak06, Ak07, AL07, ALOS, AMOS, ANOS Storm drain cover causes vertfcal offsets greater th an 2 1 /7 high Moderate Count % of Total Confomiing 7 1.50% Minor 346 74.25% Moderate 113 ^ 24.25% Major 0 0.00% Total 466 100.00% Total Estimated Costs $276,375 Construction Catooorv: Removal Patctiing (sFinding Scoring Install Stripe Demo & Construct New Ramp Replace Repair Expand Compotite all Items Composi e all Items IS iRamp Stopes of Appioacti Apron (within ^8* Itom top and tjotlom of cutb ramp) f si!, I k 1 "t N1 5. FOCUS AREA 'A' PRIORITY LEVEL 2 CURB RAMPS Ccmplsnce Ham OtKhidtons Found in on or Near ttie Ramp Horizontal Spachgs or Pavement Diifl S' o t: 1 1 Detectabte Waming (Tactite Grooves) Truncated Dome Striping in Crosswalk ot Butfer trom Vetiicular Traffic Une jPedeskian Ramp Non-exislenI Field Work Idenltied Ranp Non-Confomiing PanWidlh Side Flares (Nol to exceed 10%) |Ran?) Slopes (Running up the Pan) iRanp Stape (Stope Across the Pan) {Lamfing Running or Cross Slope iRamp Stopes of Appioacti Apron (within ^8* Itom top and tjotlom of cutb ramp) 1 E IS 1 S V, S 2 III l|| 111 f si!, I k 1 "t N1 Landing Depth Past the Top of the Pa (4'X 4'required) Composito Scores or Costs Composile Rating Category Gross Costs (some dodile counting goccurs) INOI Costs (with Maximum tor ramp jreplacement Facililv ID 'age Ti?r Existina Condition Notes 1 11,133 S200 $260 $200 $300 ssoo J2,750 $2,750 $2,750 $2,750 $2,750 $2,750 $2,750 $2,760 $3,000 $360 $600 m RMP at Ciptiwio and Foresl Awe RMP3732 ,3 2 „o„^P„an, 1 1 Modofate $2,750 $2,750 MW RhlP at Cipnaiw and Forest Ave BMP135 18 2 non-compiant ' 1 Moderate $2,750 $2,760 S/E RNP at Morning Glofy and Los Florea Dr. RW3733 30 2 ^k) tmnciried dome; cracked pan, worn texture 1 Moderate $300 $300 I'VE RMP Bt Avenue of Trees and Monroe St RMP29 33 2 non-compliant 1 1 ModarMg;.: $2,750 $2,760 5£ RHP at Avnnui oTTrets and Moraoa St l!lli>2B 33 2 non-eampNanl . $2,760 $2,760 NVE RhP at Pk) Pico and Sttatford RMP12S 3. 2 non-ccmphant 1 1 $2,750 $2,750 S/E RMP a* Pio Pico and Strrtford n«Pi.7 3S 2 non-campfiimt 1 Htxteratt $2,750 $2,750 SVE RhP at Buena VBta and Janu St RMP3MS 2 No tnjncried dome; no textire; 05^ Hp; ranp cross alope: 3-6% 01 0.1 1.2 $550 $560 [<VW R^P at Arland Rd and Buena \^ RWZMi « 2 No fruncated dome; grooved pan; Landng cross sk)pe: 10 9% 0.25 1.25 Moderate S3,050 $2,760 5/E RM^ at Highland and NeMand RMP4625 4, 2 1 Moderate $300 $300 hE RM'at OBfAsnw »>d Truesdel RMP476 44 2 nofruncated dome; wom texture; 0.5' lip; mmp ninnrg slope 10.5% cmss slope 4.2% landing running slope 8.1% cross slope 4 5% 01 0.1 0.1 01 1,4 $550 $550 FC RhP at Monroe and Weslwood RMP624 44 2 no tnincated dome; Iexture;a5'Hp: ramp lunning slops 11.B%ao39 slope 9 5% landing mnning slope 11.5% 32* 0, a2s 0.1 0,25 0.25 01 1,05 Modsratd $6,550 $2,750 tW RhP at Westwood and BEenKame Dr [SOUttl) RMP527 44 2 no truncated dome; wom te)4ure; 0.25* lip; ramp njnrtng slope 10% landing tunning sk)pe 10.6% 44' pan 01 025 01 0.1 0.25 0.8 $3,300 $2,750 5W RliP at Weslmod and Blenhame Dr (south) 44 2 no truncated dome; wom texture; 1' Rp; ronp njnning slope 106% landing mnning slope 4.7% 0.25 D.2S 0.1 0.1 0.7 $550 $650 WE RMP at I S and Carisbad VtHage Dr. Rwm S3 2 non-compfant 1 Mod«rat« $2,750 $2,760 5£ RhP at I-& ami Cartsbad Villsge Dr R*«0 53 nofvcompCant 1 $2,750 $2,760 ME RMP at Valley St and Evergreen Oi RMP5(B 55 2 non-conpliant 1 $2,750 $2,750 SE RMP at Valley St and Evergreen Cir. RMP501 55 2 non-compliant 1 $2,750 $2,750 hE RMP at Pk) Pico and Oak Ave. RMPWO 65 2 no truncated dome; no texhte; in^licient landing; 0.9' (bmsM) 0.1 026 0.35 Minor $500 $500 SE RMP « P» Pico and Oak Ave-RMP4ei 65 2 non ccmpliant 1 Moderate $2,750 $2,750 SAV RW at Adsno and Basswood RMP548 66 2 No truncated dome, wom texbjre; 0.5' Np with cracked concrete; ranp nJnntng slope: 9 6% 0.1 025 0.1 0.45 Minor $550 $550 ME RMP at Monroe St and Kanen Ln RMP680 ro 2 no tmncated dome; 0 5' Np; rsmp running stope 10.4% landing cross slope 3.5% nnrmg stope 6.8% 0.1 025 0.1 0.25 0.7 Moderate $3,300 $2,760 SERMPatDoramCt RMP981 70 2 no tmncated dome; 32* landing Milh veg obstrtuctton; side flare a: 12% ramp mnning slope fi.3% nmp leads to nowliere 025 01 01 01 0.55 Moderat* $800 $800 SE RMP at Monroe St and Karran Ln Rl«78 70 2 no fruncated dome; 0 V lip; ramp mnning stope 11.B% 33 9* bmdmg; no sidewak to one ^ of ranp 0.1 026 0.1 01 0,55 Moderate, $1,050 $1,060 WRMPatOonnaCt RMP58D 70 2 no truncated dome; side Rare a: 12.9% 3?* landing 025 01 01 0,45 Minor $800 $800 ^VE RDf* at Adams and Chestnut RMP553 rr 2 no tmnc*ed dome; no textue; not 4a" deep pan; ruming stope of landing 4 B% 33" landi^; remp cross slope: 4.9% 025 01 0.35 Minor $300 $300 MW RKP at Adams and Chestnut RMP5S4 n 2 no texture; no tnmcited dome: 0.5' Np; noncomplianl 01 025 0.35 Minor $550 $550 S/E RMP at Adans and Ctiestnut 77 2 path of tiavti neecte r^alr 0 ConfonrtRg SO $0 SW RhP at Adams and Chestnut R»,e, 77 2 1 Hodml*. $2,750 $2,760 SERMPatTomarsek Av and Adsir Vtiy RMP7S8 ss 2 1 $2,750 $2,760 Constructlofl Cat«aofvi Removal Patching Grintfing Scoring Install Stripe D«ino & Construct New Ramp Replace Repair Expand Composite all Items Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 2 CURB RAiVIPS Comptoice Item Obslructions Found in on or Nea- the Ramp Horizontal Spacings or Pavement Divots LipAJplilts{WC or Concrete) Detectable Waming (Tactile Grooves) Truncated Dome Strpng in Crosswalk or Bufler torn Vehicular Traliic Lane PedesHan Ranp Mon-existent Field Work Identified Ramp Non-Confonning PanWKWt Side Flaes (Not to exceed i 0^ Ramp Slopes (Running up the Pan) Ramp Skipe (Skipe Across the Pan) Landng Running or Cross Stope Ramp Skipes of Approach Apron (wilhin 46' from top and tx>ttom of curt) rsffnp) Apex Ramp Used-Proleclnn Irom Vehkailar Traflk; Movement InsulfteienL Dual Directtonal Needed = 1 = Hi Landing Depth Past the Top of the Pan (4' X 4' required) Composile Scores or Costs Composite Rating Category Gross Costs (some doutile counting OCCUIS) Net Costs (with Maxinum fbr ramp replacement Location Facililv ID Page Tier Existm Condition $1,133 $200 S250 J200 S300 ssoo tZ,75C S2,750 S2,750 12,750 $2,750 12,750 SZ750 52,760 13,000 $350 J500 * RMP al Tmame* Ave aid Margarel Wy RHP761 88 2 1 Moderate S2,750 $2,750 WV RM> al Tailirack Av and AHai wy K^,58 88 z cracketi'sunhen conctete at tip; p o.t non-ccmpiant .1 O.t Minor 1350 $260 W RWP at Tamracli Av and Margaret Wy RMP760 83 non-compliant; no truncated dome; no lamting 1 Moderate 12,750 $2,760 RMP 110 RMP110 AB04 CiMb rST^ has 7 (ietBCtat)le watnings; Side ftates slope 14 5%and S 0% Cross slope oT cutta tamp is 4 3% Cross slope of top landing is 3.3% 1/2* vertical offset where detectalile warnings meet troltom of curt ramp; Traffic- control device cover is not stable at top landinti 01 01 .1 1.3 Moderate 13,000 $2,760 RMP 111 RMP111 AB04 Nonconvliant cuib ramp Connecting crosswM has noncompliarl slopes and cross 1 Moderate $2,750 $2,750 RMP 120 R».120 AB05 Noncorrpliant curt) ramp 1 Moderate 12,750 $2,760 RMP4S67 RMP4867 Ae05 Curb ramp has 7 detectable warnings 0 Conforming SO $0 IMP 4868 RMP4S68 ABOS Curt) ranp has? detectable wwning; Curt) ramp slopes 11.1% 0.1 0,1 Minor so $0 RMP lie RMP116 ACO, Noncompliant cuib ramp 1 Modo^e $2,750 $2,750 RMP 117 R».„7 ACIM No detects wamings proMded at orb ramp; Ttansition d bottom landing is not fhjsh 01 025 0,35 Minor $550 $550 RMP 667 RMP667 ACW No detectatrie wamings proMded at ctrb ramp; Cutb ramp does not contrast witi adjacent sldewah. Curb ramp tiopes 11.5% cross ^ Is 2 4% Top landing slopes 3.7% cross slope is 6.6% Side flares slope 16.3% and 6.3% 01 025 01 01 025 0.8 ModanKe $3,300 $2,750 RMP 668 RMP668 AC04 No detectable warnings prowled at nit ramp; Cutb ramp slopes 10.7% Side Bares stope 14,3%Bnd 8.5% Cross slope at top Mmg is 2.9%, Damaged concrete at bottom lanifing 025 0.1 01 01 0.55 Moderate $300 $300 RMP 167 RMP167 AD03 NofKorrpliant curb ramp Diagonel curb ramp does not have 24* long se^nent of sbaight curb locatal on each side of Ihe curb ramp and within the marited crossina. Accessible oedesMan siffKri 1 Moderate $2,750 $2,760 RMP 160 RMP169 ADOS No detectabte iMiinngs prmided, Cn»s sfope of curb ramp is 3.6% 025 0-1 0.35 Minor $300 $300 RMP 170 RMP170 ADOS Noncompfient cub ramp Grooved border located at wrong locabon, no detectable wamings provided, noncompiant cross stope 01 2.1 Major $500 $600 RMP 109 RMPlOe AD04 Noncompliant cuib r«np is not locked witttin marlted crossing > 1 Moderate $2,750 $2,750 RMP 118 RMP11B AD04 Noncomptnrt dtagonal curt) ramp does not have a coimecting crosswalk 1 1 Moderate $2,750 $2,750 RMP 164 RMP154 At»4 Noncorrpbant euib ramp is not located within marked crossing 1 1 Moderate $2,750 $2,760 RMP 155 RMP1S6 AD04 Noncompliart diagonal curb ramp does not have a connedH^g crosswirih 1 1 Moderate . $2,750 $2,760 RMP 166 RMP166 A™ NonccmpianI cub ramp Bottom landng stopes excessively. Diagonal cutb nmp does not have 24* long segment of sb-alght curb located on each side of the curb ramp and wAhm the marked ' 1 Moderate $2,750 $2,760 RMP 668 RMP668 ADM No detectable twsrnings prowded at cirb tamp; Transition it bottom landing is 1/2* hgh; Side Hares stope 15.0%and 15 4% Cub ramp stopes 10.4% 01 0.25 025 ..1 0,7 Moderate $3,300 $2,750 RMP66S R^669 AD04 No detectable wamnigs provided at cub ramp; Transibon st bottom landing is 1/2* Ngh; Side lares stope 111%and 12.7% 01 025 01 0.45 Minor $550 $560 RMP 151 R».15, AD05 Noncompliwri cuib ramp 1 Moderate $2,750 $2,750 RMP 156 RMP156 AD06 Noncomplnrt cub ramp Curt) ranr is desigied as a tJagonel cttb ramp, however Ihe slopes reflect an BvHne cub ran^ 1 Moderate $2,750 $2,750 RMP 157 RMP157 ADOS Nonconvbanl cub ramp 1 Moderate $2,750 $2,750 RMP 158 RMP158 AC05 Noncompliant cub ramp CoordinM with streti light cover 1 1 MixlHKe $2,750 $2,760 RMP 3524 RMP3524 A,X» Noncompliant curt) lamp Curt) ramp is designed as B diagonal curb ramp, however 1 Moderate $2,750 $2,760 RMP3K5 RMP3626 A005 Noncompliant curt) ramp ^alm bee overhantp curb laip at less than 80* above finished yade Curb tanp Is designed as a diaoonal curt) rrniD. however the stooes reflect an in-Ihe nib mo. 1 Moderate $2,750 $2,750 R«P3S2e RW3528 ADI» 1 Modefile. $2,750 $2,750 CP Construction Cateaorv: Removal Patching Grinding Scoring Install Stripe Demo & Construct New Ramp Replace Repair Expand Composite all Items Composite all Hems FOCUS AREA 'A' PRIORITY LEVEL 2 CURB RAMPS Complance Item Obslmctions Found in on or Near the Ramp Horizontal Spacings or Pavement Divols 1 Delectable Waming (Tactle Grooves) Truncated Oome Strpng In Crossw^ or Butfer Irom Vehiculw Traliic Lane Pedestlan Ramp Non-enslent Field work Identified Ranp Non-Conforming CL Iside Flares (Not to exceed 10%) Ramp Slopes (Running up the Pan) Ramp Slope (Slope Across the Pan) [Landing Running or Cross Slope Ramp Slopes ol Approach Apron (wiBiin W from lop and twllom of curb ramp) Apex Ramp Used-Proleetion tom [Vehicular Traffic Movement InsulficienL lOual Diieclional Needed 1 1 Oi s f ° 2 Landing Depth Past the Top of the Pan (4'X 4'required) Composite Scores or Costs Composite Rating Category Gross Costs (some double counting occurs) Net Costs (with Maximum fbr ramp replacement Location FaalUvID 'ane Ti^r E^^tinq Qoodition Notes 1 Cost $1,133 $200 S250 S200 S300 sm $2,760 $2,750 $2,760 52,760 $2,750 $2,760 $2,750 $2,750 $3,000 $360 $500 RMP 3631 RMP3631 ADOS 1 $2,750 $2,750 RMI=3632 HMP3632 ADOS ' Noncnnplant cub mmp Pakn tree overtiangs curb ranp st less than 80" above finished grade. Curb ramp Is designed as s diagonal curb rang, however the slopes reflect an in-lre curb rarw. m $2,750 $2,760 RMP3S33 RMP3633 ADOS 1 Noncompltant cmb ramp 1 Mod«rat8 $2,750 $2,750 RMP 171 RMPin AD0< 1 ^4oncomph8^t cuib ramp Modersto $2,750 $2,760 RMP 4111 RMP4111 AD06 1 Nonconpfent curb nmp 1 Moderate $2,750 $2,750 ^MP4112 RMP4112 ADO« Voncnrptiant cuib rsmp Cutb rarrp is desipwd as a dagonal cub ramp, hoiwever the slopes reHect an hvHne cirb ramp 1 $2,760 $2,750 R^lT, HMP177 AD06, AE06 1 Nonconplant cmb rrnift Moderate $2,760 $2,760 RW 189 RMP199 AE03 1 NonccnpiBnt mb ramp 1 Mod«rat« S2,750 $2,760 RMP 200 RMP20C AE03 Noncomptiant cub tamp 1 Moderate $2,760 $2,750 RMP 203 RMP203 AE03 hhinefimpliwit curb ramp 1 Moderate $2,760 $2,750 ^MP 204 RM>20< AE03 NoncompianI cuib ramp Moderate $2,750 $2,760 RUP 205 RMP205 AE03 1 Noncompftwit cmb rmp New curb ramp should be positioned more toward Itie soulh once ifs been re-poured Moderate $2,750 $2,750 RMP220 RMP220 AE03 Nonconpliant curb ramp •.liwiwifeii $2,750 $2,760 RMP 191 R».l,l AE04 1 Nonconpiant cub ranp 1 $2,750 $2,760 .«Pi« R«.1.2 AE04 Ho detectable wamir>g3 prowled at curb ramp Side flares are noncompliant, however Hwy dorVt need lo be crossed as patt of an accessible route 0-25 0.25 Minor $300 $300 RMP 225 R»«25 AE04 -Detectable wamings do not ^lan entre vwdtti of curb ramp, no grooved border provided, bottom lant^ slopes 16.9% 025 0-1 .25 0.6 Mi?derate $850 $860 l!MP23« AE04 Nonconplant cuA ramp is IMt located wilhn trwked msskq Modw^tA $2,750 $2,750 RMP 237 RMP337 AE04 Nonconplianl cmb ramp i9 not positioned correctly Mod^« $2,750 $2,750 RMP 238 RMP23< AE04 1 Noncompliant cub ramp is not positioned correctly Moderate $2,760 $2,760 RMP 256 RMP25e AE04 NoncoiTijIiBnt cub ramp i Modertte $2,750 $2,750 RMP 260 RMP260 AE04 Noncomplient diagonal curb ramp is not located Ifie reifUired marked crossings 1 Modertf* $2,760 $2,760 RMP2K RUP2SS AE04 Noncompliant cub ramp $2,760 $2,750 RMP 287 RMP287 AE04 Noncorrpliant cub ramp ^ $2,750 $2,760 RMP 280 RMP2H AE04 1 Noncompliant cub ramp Coordinate with ac^ert accessible route Mo<lenW $2,760 $2,760 RMP 229 RMP22« AEOS 1 NoTKomplrant cub ramp Moderate $2,750 $2,760 RMP23S RMP239 AE05 Noncompfiant cub rsnp is not located wilhin mahed crossing , Moderate $2,750 $2,750 RMP 240 RMP240 AE05 1 ftoncompiant cub ramp is not located within martied crossing Moderate $2,760 $2J50 IMP 241 RtP241 AEOS -Nonconplant cub ramp Coordmate with cross sk^ requirement across Mwlanl* $2,750 $2,750 RMP 242 RMP242 AE05 NoncompianI cub ramp Coordinate with cross elopa raquiremerts across intersection $2,750 $2,760 RMP 243 RMP243 AEOS Nonconplant curb ramp 1 HDdenle $2,750 $2,750 Construction Cateaorv: Removal Patching Grinding Scoring Install StHpe Demo & Construct Nm ftmi> Replace Repair Expand Composite all Items Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 2 CURB RAMPS Complance Itam Obsrucbons Found in on or Near Ihe Ramp Horizontal Spacings or Pavement Divots L¥)AJplilte(WC or Concrete) Detectable Waming {Tacble Grooves) Tnjncated Dome Striping in Crosswalk or ButTer tom Vehicular Traftic Une Pedestrian Ramp Non-existent Field Work Identified Ranp Non-Confonning Pan Width Side Flares (Not to exceed 10%) Ramp Skipes (Running up the Pan) Ramp Stope (Stope Across the Pan) Landing Running or Cross Stope Ramp Stopes of/\pproach Apron (within 48" from top and twttom of curb ramp) Apex Ramp Used-Prolectton Irom Vehfcular Traffic Movement Insuffidenl Dual Direcltonal Needed H ^t, 2 ^ 1 5 s 1 = 1^ 5 g" t 111 Landing Depth Past the Top of the Pan (4'X 4'required) Composite Scores or Costs Composils Fiating Category Gross Costs (some double counting Net Costs (with Maxinum Ibr ramp replacement Locitfion Fadlilv ID Paoe Tier ExisiBia Condition Noles 1 Cost $1,133 $200 $250 $200 t300 ssoo 12,750 12.750 S2,750 $2,750 t2,76C 52,750 1^750 $2,750 $3,000 $350 $500 RMP 244 RMP244 fi£05 12,750 $2,760 RMP 245 RMP24S /£05 NmconvfiBfri curt) ramp Coordinate with cross slope requiremais across irtersecfion 1 m S2,750 $2,760 RMP346 RMP248 JIEQS Noncompliant cub ranp Coordinals witti cross slope requiremsnts moaa Moderate $2,750 $2,760 »«P2« RMP24. AEI» Noncompliant cuib ranp Coordinaie with cross slope requiremerts across intersecBon Moderate $2,750 $2,750 BMP 250 RMP250 SEI16 Noncompliant cmt ranp CoordinBte with cross slope requirements across 1 Moderate $2,750 $2,760 FtMP251 RMP251 AEOS NoncompliBnt curb ranp is not located wiHwi maked crossing 1 Moderate 12,750 $2,760 RMP 252 R^252 AE05 Noncompliant cuib ranp is not located wttwi matted cfossinB -Moderate 12,760 $2,760 RMP 253 RMP253 AEOS Noncompfiant curt) ramp Coonflnate wtti cms »k>pe ivquireimnb across Moderate 12,750 $2,760 RMP 254 RMP254 AE05 Noncompliant cuib ranp Coordinatfl with cross slope requramenb across intersection Moderate 12,750 $2,750 RMP 255 RMP255 AE05 Noncompliant curb ranp Is not positioned correctly within marked crossing Moderate $2,750 $2,750 RMP2Se RMP256 AOS Noncompliant cub ranp is not posNianed correcfly wilhin marlted crossing Modonte $2,750 $2,760 RMP 257 R»,57 AEOS Noncompliant curb ranp Uod«rate $2,750 $2^50 RMP 280 RMP289 AEOS Noncompliant cub ramp Moderate $2,750 $2,760 RMP 293 RMP2S3 AE05 Aroa isnotdesiipedBsacubramp rto datsctaM warmtp providBd. Side tares are 2 Major $500 $500 RMP 294 RMP294 AEOS Area is not designed as a curii ranp No detectat>le wamings provided. Side Hares m 2 Maior $500 $500 RMP 319 RMP319 AEOS Noncompfiant curb rmp Moderate $2,750 $2,760 RMP 322 RMP322 AEOS 1 IWoderate $2,750 $2,760 RMP 323 AEOS < Noncomplianl cub ramp I Motterale 12,750 $2,760 RMP 366 RMP36S AEOS NorttompKant cuib ranp 1 Moderate $2,750 $2,750 RMP 176 RMP17E AE06 NoncompHant cub ranp 1 Moderate $2,750 $2,760 RMP 215 RMP215 AF02 Noncorrpliant cub ranp does not comect to an accessitrie route ' Moderate $2,750 $2,750 RMP 216 RMP216 AF03 Noncompfiant curb ranp does not corY>ect to an accessUe route m ar^ direction Moderate $2,750 $2,750 RMP 217 R^17 AP03 Noncompfiant cub ramp Modsrat« $2,750 $2,760 RMP 218 RMP218 AF03 Pavers on rm^ ae sHppery, curb rarp does not contrast usually frm adiacett sidewalh a25 0.25 Minor $300 $300 RMP 219 RMP219 AP.3 Pavers on ranp are sippery, curb ranp [toes not contra^ MsuaHy fran at^aeer* sidewalk a2s 0.25 Minor $300 $300 RMP 230 RMP2» AF03 NorKorptort curt) ranp Coonllrute with accpssibia route requnments Moderate 12,750 $2,750 RMP 231 RMP231 AF03 Noncomfriiant cub ramp Trees overhang cub ramp at less than SO" itiove finished grade. Coordinate with accessible route requirements Modente 12,750 $2,750 RMP 232 RMP232 AF03 Noncorrpfianl cub rarv is not located wtthin mahed crossing $2,750 $2,760 RliJP271 RMP271 AF03 -m $2,750 $2,750 RMP 272 RMP272 AF03 Noncorrpfiant cub ranp is not located wittiin mahed crossing V $2,750 $2,760 Constnictlon Cateaorv: Removal Patching Grinding Scoring Inttall Stripe Demo & Construct New Ramp Replace Repair Expand Composite all Items Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 2 CURB RAMPS CcmplarKe Iteni Obslnicdons Found in on or Near the iRamp Horizontal Spacings or Pamment Divots o' fe 1 _ 1 Delectable Waming (Tactile Grooves) Truncated Dome Striping in Crosswah or Bufler Irom Vehicutar Traltic Lane jPedestrian Ramp Non existent Field Work Idenlilied Ramp Non-iConforming Pan Width Side Flares (Not to exceed tO%) Ramp Stopes (Running up Ihe Pan) IRamp Slope (Slope Across 9ie Pan) Landing Running or Cross Slope iRanp Slopes of Approach Apron (within ;48' from top and bottom of curb ramp) Apex Ramp Used Protectfon trom Vehicular Traffic Movement InsuHident Dual Directtonal Needed 1 3 1 J = 1^ 111 landng Depth Past the Top of the Pan 1(4' X 4' required) IComposile Scores or Costs Composile Ratiig Category Gross Costs (some double counting occurs) Net Costs (with Maxinum for ramp replacement Location Facility IP Tj^r Ejtislriq pondition NoISS 1 '^'^ J1,133 $200 S250 $200 $300 $800 $2,750 S2.760 $2,750 $2,750 $2,750 $2,750 $2,750 $2,750 $3,000 $350 $500 RMP 273 RMP273 AF03 1 1 Moderate $2 750 $2,750 RMP 274 RMP274 AF03 1 NonconvHtHit cmb ramp 19 not positioned cofrecHytocimncttolhtcurttrvivonoppcaingMdaoralrmt 1 ll<>4ar>M. $2,750 $2,760 RMP 276 RMPJ75 AF03 I NonconvfanI cuib ramp does not connect to en accessibia roula 1 MO<IOTM 52.750 $2j76q^ RMP 283 RMP383 AF03 1 loncompfiant curt) ramp 1 llodente $2,760 $2,760 RMP 284 RMP284 AF03 ' lonconpfonl curt) rmp New curb ramp should be posjtkmed mere teward the nerbi once tfa been re^poured 1 ModarMt i $2,750 $2,760 RMP 3613 RMP3613 AF03 1 Area leads to Iwach access with no dHectional signage provided indlcaling where accessible beach access loc^d. ARhouffi slopes comply, a curb ramp is not mstdled here 025 0,25 Minor $300 $300 RMP 233 RMP233 A™ 1 NorwoiTpliant curb ramp is not located wittiin marked crossing 1 $2 750 $2,760 «NlliM«t conief or Cartsbad Blvd. and Oak R«.288 AFQ^04 1 Nonconpfimt cut ramp is iwt located witNn imrM • 1 $2,760 $2,760 RMP 300 R«.3» AFM 1 Nonconpliail curb ramp is not poabonsd cwrectly 1 Modaiila $2,750 $2,760 RMP 302 RMP302 AF04 ' NonconpHant curti ramp 1 HMlMalc $.'750 $2,750 RMP 303 RMP303 AF04 1 NoTKOmpRant cuib ramp 1 M«hr.t. $.?.750 $2,760 RMP 304 RMP304 .™ Noncompfiant curt) ramp AijeHng accessible route HM naad to be modHied lor 1 Moderate $2,750 $2,750 RMP 305 RM>305 AF04 I Noncomplisnt curt) ramp does not comect to m accessible roide 1 Morlerate $2,750 $2,760 RHP SOS RMP30a AF04 NoncompBant curt) nmp 1 Modante $2,760 $2,760 RMP307 RMP307 AF04 NoncoTTfilitmt curt) ramp 1 Moclantt $2,750 $2,750 RMP 300 RMP306 AF04 1 1 Modem* $2,760 $2,760 RMP30S RMPSOg AF04 1 NoncOfTvtfianl curt) ranq) 1 1 12.760 $2,760 RMP 312 RMP312 AF04 ' 1 $2,760 $2,760 RMP 313 R«.3,3 AF04 Noncompris^ curt) ramp < 1 Mfi. $2,760 $2,760 RMP 3612 RMP»12 AF01 • Noncomp&anl curt) ramp is not postioned correcHy wilhin mailted cro99^ 1 Modorats $2,750 $2,760 RHP 310 RMP310 AF05 E}etactsble w«nin^ are installed in the wrong loci^s, cross stope exceeds 20% 0.25 0.1 0,35 Minor $300 $300 RMP 311 R«.311 AF06 Bottom tantfing slopes 8 8% detectable wamings expand onto side (lares, cross slope at top lamfing Is 2.4% 0.25 0.25 Minor $2 750 $2,760 RMP 314 RMP314. AF05 NorKompft»it curt) ramp 1 Modsrate $2,750 $2,760 RMP 315 RMP31S AFOS -NoncompianI curt) ramp 1 Mockrife $2750 $2,760 RMP 316 RMP3t« Af05 1 Moderate $2,750 $2,760 RMP 317 RMP317 AF05 ' Noncompliant curb ramp 1 Modoralo $2,750 $2,750 RMP 318 RMP3I8 AF05 1 Noncompfait cub ramp 1 MMi«ral« $2,750 $2,760 RMP 320 RMP320 AFOS .^^^^ 1 Mmt* $2,760 $2,750 RMP 321 RMP32, AFOS N«nc«rpliant cult) ranp 1 $2,760 $2,750 RMP 324 RMP324 AFOS NWKonpliatit cuib ranp 1 Lai*. $2,750 $2,760 Construction Cateaorv: Removal Patctiing Grinding Scoring Install SlrijK Demo & Construct New l^p Replace Repair Expand Composite all Items Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 2 CURB RAMPS Complance Itam Obsfructions Found in on or Nea* the IRamp IHorizontal Spacings or Pavement Divots S" O 1 Delectafcle Warning (Tactite Grooves) Tmncated Oome iStijms m Gosswa* or Butter torn Vehicular TraHic Lane 1 1 1 iField Work IdenSlied Ramp Non-Confonning PanWidlh SideFl£res(NottDexceed10'9Q IRamp Slopes (Running up the Pan) iRamp Slope (Slope Across the Pan) Landing Running or Cross Slope Rarr^ Slopes of Approach Apron (inthin 4S'Irom top and twttom of curt) ramp) Apex Ramp Used-Protection l-om Vehicular Traltic Movement Insufficient. Dual Directional Needed E ' f ^1 Landing Depth Past the Top of the Pan (4' X 4' required) Composite Scores or Costs Composite Rating Category Gross Costs (some doutile counting Net Costs (with Maxinum lor ramp replacement Location Facililv in fage Tier Existina Condition Notes 1 $1,133 $200 S250 $200 J300 $800 $2,750 $2,760 $2,750 12,750 $2,750 52,750 $2,750 $2,750 $3,000 $350 $500 RMP 325 RMP325 AF05 • Moderate $2,750 $2,750 jwm RMP326 AFOS Nonconplianl cuib nmp Hoderste S2.750 $2,750 ?I|IP327 RMP327 AFOS Noncofnpliant cmb rai^ Modtttle £2 750 $2,750 =1MP328 RIIP328 AFOS Nonconvliant cuifa ramp Curb ran^i is posKioned as a diagonal cub ranp, however no accessible route is provided on west side oT Tvter HixlenM. S2.750 $2,750 W330 RMP330 AFOS NoncoiTpIiHit ciflb rm^> Curb rsmp is positioned as a diagonal cub ramp, however no accesable route B ptovided on west wle of Tyter IMenM S3.750 $2,750 RMP 332 RMP332 AF» Nonconptent curt) ramp 1 MedsrMe S2.750 $2,750 l!MP333 RMP333 AFK NoncDiTplianI curt) ramp 1 mmm $2,750 $2j750 RMP 334 RMP334 AFOS No dstectable warnings prowM. bottom tandng Is nonctn^dant 0.2S 01 0,35 _ Mliior_ S300 $300 RMP 335 RMP335 AFOS Bottom tendinfl stopes 7,6% 0.25 0,25 Minor $2,750 $2,760 RMP 4743 R^4743 AFOS Detectable Mwmings are located on side flares, side ftarss slope greater then 10.0% lop landing slopes gteater than Z.0% 0.5- tvMt 0.1 025 0.1 01 055 Moderate $550 $560 RMPl RMPl AF06 NoncoirpftKit ciit) rarv Trees blocit top landhg 0.1 < 1,1 Moderate $3883 $3,883 RMP 2 RMP2 AF06 Nonconpliant curti ramp Mode«|t« $2,750 $2,760 RMP 320 RMP328 AF06 Noncompliant curt) ramp 1 Jl«t<n«l $2,750 $2,750 RMP 330 RMP336 AF06 Nonconvtmt curt) ramp 1 $2,750 $2,760 RMP 337 RMP337 AFOS Noncompliant curt) ramp IMeitl* £2.750 $2,760 RMP 330 RMP339 AF06 Noncompliant curt) ramp 1 Modente £2.750 $2,760 RMP 361 RMP361 AFOS Noncompliairi curt) ramp Moderate £2.750 $2,760 RMP 362 RMP362 AF06 Noncompliant curt) ramp $2,750 $2,760 RMP 363 RMP363 AF06 Noncompliant curt) ramp IMmtf' $2,750 $2,750 RMP 364 RMP364 AFM Noncompkant Gurt) ramp Modint* $2,750 $2,760 RMP 360 Rkpses AFOS Noncompliait cuib ramp Moderate £2.750 _^ $2,750 RMP 360 RMP36S AFOS Noncompliant curb ramp 1 Hoderete £2.750 $2,750 RMPS R>^5 AFOS NoncompKant curt) ramp Moderate $2,750 $2,760 RMPS RMP6 AP« NoncompliBrt curt) ramp HwiBrM. £2,750 $2,760 RMP 331 RMP331 AS06 Noncompfiant curti ramp does not connect to an accessiUa route Modente $2,750 $2,750 RMP 338 RMP33« ASOO Nonconpfianl cub ramp Moderate $2,750 $2,760 RW375 RW>775 AS06 Noncompliant curt) ramp Moderate: £2.750 $2,760 RMP3J6 RMP376 AG« Noncompkant curt) r»np •Mhni* £2.750 $2,760 RMP 377 nMP377 AG06 ,*^^„., IM.nl» $2,750 $2,760 RMP 701 RMP701 AS06 No detectable iwamir>gs provided, cross slope is 2.V% 025 01 0.35 Minor £300 $300 |0 Construction Cateaorv: Removal Patching Grinding Scoring Install Stripe Demo & Construct New Ramp ReplDce Repair Expand Composite all Hems Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 2 CURB RAMPS Obstuctions Found in on or Near the Ranp Horizontal Spadngs or Pavement DiNfots L|)/Uplifts (A/C or Concrete) DetecMile Waming (Tactile Grooves) Tninrated Dome Sfiiping in Crosswalk or Bufler tom Vehicular Traffic Lane Pedestian Ramp Non.exislent Field Worts Idenlilied Ramp Non-Pan Width Side Flares (Nol to exceed 10%) Ramp Slopes (Running up the Pan) IRamp Slope (Slope Across the Pan) Landing Running or Cross Slope Ramp Slopes of Approach Apron (within j4«" liom top and bottom of curb ramp) Apex Ramp Used ProtBcSon Irom Vehicular Traffic Movement InsufficienL Dual Directional Needed H 1 1 3 ^ 1 8s; !t i Iij Landing Depth Past the Top of the Pan (4' X 4' required) Composile Scores or Costs Composile Rating Category Gross Costs (some doiMe counting occurs) Net Costs (with Maximum for ramp replacement Fadlilv 10 ^aoe Tier Fjoptinq Qonditipn mi 1 <=«* $1,133 $200 $260 J200 $300 seoo S2,760 12,760 J2.750 $2,750 $2,750 $2,750 $2,750 $2,750 $3,000 $350 $500 RMP 702 RMP702 AOO. > Coordinate vyith accessible route reqmranents across 1 WadOTle $2,750 $2,750 W 703 R«'703 Aeoe -Noncoinpliant cmb ramp 1 12,760 $2,760 RMP 704 RMP704 AG06 Nonconpliant curb ramp MDderM« $2,750 $2,750 RMP 711 RMP711 AG07 Noncorrphant curb ramp is not located withm mtrked crossing Ci^ ranp does not connect to west side of Harding and is not positioned correctly Mo(lerato 52,750 $2,750 RW 712 Rk»'7)2 AG07 NoncompianI curti ramp is not located wiltiin nwlced crossing Curb ramp does not connect to east side of Harding and is not positioned correctly Uo<l«raie $2,750 $2,750 ^MP 713 RMP713 AG07 1 Noncompliant cuib ramp is not located witttln marked crtming Grooved border is rrisleading making the cub ranp appear to be diagon^ and in-lne Motkrate $2,750 $2,750 ^MP 714 R>r7« AG07 NoTKompliant cuib ramp is not positioned correctly Hoderatv $2,750 $2,750 RW 723 RMP723 AS07 Nonconpliwit ciat> ramp is not tocated within maksd crossing Grooved border is misleading makinQ Ihe curt) rarp appsai to be diagonal and in-ine Modents $2,750 $2,750 HMP 715 R».7,S AGOe Noncompliant curb ramp Is not posiboned cofTsctty or locitad nvithin he marliing crossing Moderate $3,750 $2,750 RMP 716 R*7,e AG08 Noncompliant cuib ramp is not posSioned correctly Hoderste $2,750 $2,750 RMP 717 R«=7,7 AG08 NonccmpHant curb ran^ appear to be diagonal and in-lne Moderate $2,750 $2,750 FIMP 718 RMP718 AG08 Noncompliant cuib ramp Moderate $2,750 $2,750 W 718 RMP719 AGOe Nonconpliant euib ramp Modvate $2,750 $2,750 ^MP 720 RMP720 AG08 Nonconpliant curb ranqi Grooved bidder is misleading mabng the curb ramp appear to be diagonal and in-lne $2,750 $2,750 HMP 721 RMP721 AG08 1 Noncompliant curb ramp Grooved border is misleading making the curt) rarrp appear to be diagonal and in-lne Hoaeratft $2,750 $2,750 HMP 722 RMr>7Z2 Asoe 1 Noncompliant curt) ramp is not located wiltm marited crossing Grooved border is ntsleading making the curti ranp appear to be diagonal and in-lne ModeralB $2,750 $2,760 RMP4« RMI>44e AH07 -NoncompianI curti rm^ does not dirodty connect to an accessible route, marta)g croswngs are not provided $2,750 $2,760 HMP 449 RMrao AH07 Nonconpiant curt) nmp , $2,750 $2,760 HhlP4» RMP460 AH07 1 NoncompianI curti ramp 1 $2,750 $2,750 RMP 451 R*r4Sl Am)7 Noncompfiant cwb tamp is not positioned correctly to connect to the north side ef Ihe intersecbon 1 Moderate $2,750 $2,760 R*«2 RMP462 AH07 Noncompliant curb ramp 1 Moderate $2,750 $2,750 RMP at Acfam St and Cmno Del Sot Cir RMP767 ^ no truncated dome; 0.5* Rp; t«ip nnwig slope 9.3% cross slope 3.7% Mom tndure p.o.t needs replacing 0.1 025 0.1 01 0,55 Moderate $550 $660 NE RMP at Cartsbad VOt^ Dr and SI-5 RMP178 2 0.1 0.2S 0.1 0,45 Minor $550 $660 Ne Rmp At Laguna Dr e Kfamayer Cir RMP666 2 no tmncated dome, grooved pan, 0 25' upHt where pan meets curb; chipped concrete ti grooves, large chunks of a^itfaltmlssing inp.D.L, gaps m po L;44' landing, landing mnnng slope 3% r«np mnning slope 11% 0.1 02S 01 0.1 0,55 Moderate $550 $660 « RMP at Magnolia Av and HiflNarKl Dr R^SO 2 no buncated dome, 0 5' lip, ranp slope 125% cross slope 8.5% 21' depth, ?F laniNng; landing cross slope 6.2% ninning slope 86% a/c to one side of ramp, cracked concrete edge 0.1 02S 0.25 0.25 0.25 0.25 1.35 Moderate $9,300 $2,760 W RMP at Donra Dr and LM Ct RMP535 2 no truncated dome; 0.5'tip; landng running stope 4 7% 37* lartding 01 0,25 01 01 0.55 Moderate (1.050 $1,060 MW RMP at Magnolia Av aril Hlgtiland Or RMP587 2 no truncated dome; 0 5* Ip; landng cross ^e 3.5% running dope 11.2% 42* landing; lamp cross ^ope 8.2% 0, 0.25 O^S 025 01 0.95 Moderate 86,550 $2,760 ,*,74 R«.17. ' c^ 0 Conforming $0 $0 5E RMP at Adams St and Conrw D«l Sol Cr RMP706 2 no buncated dome; 0 5'Hp; ramp running stope 11 3% cross slope 48% landing rmning sk^ 4 7% cross slope 3-8% 01 0.25 0.1 01 01 0.65 Moderate $550 $660 SE RMP at Brady Cir and Vicking Way RWOOl 2 no buncated dome; 0 251lp; ranp running sk^ie 7.3% cross sbpe 3 3% iancSng runnnig slope 5 4% cross slope 2.8% ipM where pan meets curt); 36* lantfing 01 025 01 0.1 0.25 01 0.9 $3,800 $2,760 FOCUS AREA 'A' PRIORITY LEVEL 2 CURB RAMPS Construction Citeaorv Retnoval Patching Grinding Scoring Inttall Stripe Demo & Construct New Ramp Replace Repair Expand Conipoeite all Items Cornposite all Items FOCUS AREA 'A' PRIORITY LEVEL 2 CURB RAMPS Complance Item bt}slmctions Found in on or Near the jRamp Horizontal Spacings or Pavement Divots LpAJplite(/VCorCofKrete) Delectable Warning (Tacdle Grooves) Tmncated Oome SWping In Crosswalk or Buffer torn Vehicular Traffic Lane Pedestrian Ramp Non «lstent Field Work Idenliiied Ranfi (tot-Conforming Pan Width Side Flares (Not to exceed 1 Ramp Slopes (Running up Ihe Pan) Ramp Skipe (Skipe Across the Pan) Landing Running or Cross Skipe Ramp Skipes of ^iproach Apron (wilhin 48'trom k>p and bottom ol curb ramp) Apex Ramp Used-Protectkm torn VehKular Traffic Movement InsuffiaenL Dual Direclkinal Needed P S ^ \k% iij lii Landing Depth Past the Top of the Pan (4'X 4'required) Composite Scores or Costs Composite Rating Category Gross Costs (some double counting Met Costs (with Maxinum for ramp -epiacement Facilitv ID Em. Tier Existina Conditjaii Notes | cost $1,133 $200 $250 S200 S300 tsoo J2.750 S2,750 J2.760 52,750 $2,750 S2.760 S2750 $2,750 13.000 S3S0 J500 se RMP 81 Cailsbad VMIflge Dr and S ^5 snramp RMPl 75 2 No truncated dome, pan is less than 4?, 0.5" Ip 01 02S 0, 0.45 MIoof S550 $560 Sfl Rmp At Cvd estate St RMF^ 2 0.5* lip; no truncated dome; grooved pan; no landing; 0.5' i^lift along entire edge at where ttie ramp meets the sidewBft; ramp fuming slope 13% cross slope 3% side Hares A andC 13% uHity box irfupWls located directly advert to rsnw 0.1 025 01 025 01 025 1.05 Moderate 13.800 $2,760 5E RMP al Magnolia Av and Grecourt Way RMP% 2 D.251ip; rarrp mnning shipe B.6% 0.1 025 01 0.45 Minor S550 $560 SE RMP at Magnofia Av and Htghbmd Dr RMP589 2 no truncated dome 0.5" lip; no bmSng; 1"* a'e i^Wt at street ranp ruming stope 1Z9% cross stape 6,5% 0.25 0.25 0.25 025 025 1.25 Moderate 16,550 $2,750 se RMPatK^agnotoAvandYvette^ RMP585 2 36-landino 0.5' 10; ramp mnning stope 11% cross slope 4.3%- landing mnning stope 3.8% cross slope 3% 01 0.25 01 01 0, 01 0.75 Moderate $1,050 $1,050 SE RMP aIN Curve of Brady Cir RMP603 2 0 5' hp; landmg runnmg stope 3% 36* landing 0.1 0.25 01 0.45 0.65 0,95 Minor $1,060 $1,060 5E Rhff> at WestWDod and Monroe RMP525 2 no truncated dome texture; 0 5' Kp; landing mnnkig slope 3.5% cross stope 5% rarp nmning stope 12% 40" pan 0.1 025 01 0,1 01 0.45 0.65 0,95 Moderate $1,050 $1,050 SW RMP at Brady Cir ai>d ^fl(lng Way RMP602 2 no truncated dome 0.2S*lip;ranv cross slope 5.7% landing mnning stope 7.8% 36* landng; 6.4%in p o.L weal side of 0.1 025 025 025 01 0.45 0.65 0,95 Moderate $6,550 $2,760 SW RW at Dorra Dr and Lee Ct RMP534 2 no tnjncated dome; O P lip; landng running slope S S% ran^ cross slope 5 3% 0.1 025 0,25 0,6 Moderate $3,300 $2,750 5W RbP at Magnolia Av and Grecourt Way RMP583 2 no truncated dome; O S" fip; guHsr lirokHi at pan; 24" landng; ritnp njnnmg slope 9.7% 0.25 0.1 0.25 01 025 0.95 Morferate $1,250 $1,260 SW Rl^ at Magnolia Av and Hightand Dr RMP586 no truncated dome; O S" lip; ranv cross slope 14.8% landing nrnR^ slotn 15.3% 41' tailing; 13.8%3ltipe h p.o.t to west of ramp 0.1 0.25 025 0-25 0-1 0,95 Moderate $6,550 $2,760 SW RMP at Magnofla Av and Yvette Way RMP584 no truncated dome, 0 5' Iqi; ramp stope 10 4% cross slope 7 3% chunk of concrrfe missing wtiere sfreet meets ciit^ uplifts Bt side of ranp; landing amning slope 8 8% 36' landing 0.25 0.1 0.25 01 0.25 025 01 1,3 Moderate $6,750 $2,750 NW nw at Tifttle SL and Nkl Lym RhH>119 2 No truncated domes, SideRtN^ A: 14.9% Ramp slope: 114% Landing widlh: 37in. 0.25 01 01 01 0,55 Moderate $800 $800 rC RMP at 1-5 Tsmrack S8 on rmp and ramarack Ave. RhP744 2 No fruncirted domes; Pedestrim crossing pole is blocking landing, UHity bwcea alM btodts landing, Ranp slope B is 10.9% Gutter slope 7 3% 0.25 01 025 01 0.1 0,8 Moderate 82,033 $2,033 MWRW Bt 1-5 Tamaracli SBotfrmpand RhlP745 2 No buncated domes: Ramp sl(^ B 125% Ramp flare C 11.2% 025 01 025 0,6 Moderate $3,050 $2,750 SW RhP at 1-5 Tarmacli SS off mnpand ramarack Ave RhP746 2 No truncated domes; Landing deplti 7T\ Landing tro% slope 49% 025 01 025 06 Moderate $800 $800 SERIW at 1-5 Tanarack SBonmipaKt ramarack Ave RMP747 2 No tnincated domes; Traffic ligtit witti ped button Mocking landng; GiAer slope 48% Landng cms slope 8.3% 0.1 025 025 0,6 Moderate $4,183 $3,883 HE RMP at Pio Pico and Knowles RMP124 2 Sk^ st gutter 6 4% 40^ pan wiOti; 43* landng; landing cross slope S.8% 0 25' 0.1 01 01 01 01 0.5 Modente $1.1X $1,100 SE RW at Pio Pico Df- and Knowles Ave. RMPl 25 ^ No truncated domes, No grooves, Side flare A 12% Ramp slope B 12% Gutter skipe 14% Pan width is 36"; No Landing 01 01 01 025 025 2.8 Major $1,350 $1,360 hE RMP AT 1-5 te Wl imp and Carisbad RMP'US 2 No Landing, Side flare A: 236% ^proach from Mde F: 6.1% No buvated domes 025 025 025 0.75 Moderate $3,550 $2,750 SERMP AT 1-5^Bofrf^1pandCvl9bad Village Dr RMP4M 2 NoLffiidir^ Sideflare A: 12.5% sur^e slope: 12 2% nofrunctfed domes, gutter stope 87 Ramp js Non-Corrvliant 025 01 1 0.25 025 1.85 Moderete $3,900 $2,760 MW RhP AT 1-5 NB on mv and Carlsbad ViHageDr 2 No Landmg, Pan WkHh is 39* 01 026 0.35 Minor $500 $500 SWRhPAT l-SreoffrmpandCwIsbad Village Dr RMP491 2 No landng. SMe flare A 11.9% noftuncataddome, TrriRc signal box blocaMwiBHn the ranp; PanWMhisSe: 0,1 025 01 01 025 0,8 Moderate $1,050 $1,050 2 0 0 Conforming $0 $0 2 0 0 Conforming $0 $0 SE RMP at 1-5 Tanarack (« OFF and Tamarack RMP740 2 Nobtjreateddomas;Landingdepth22";SMenaieA13.a% Ramp stope 812.6% Gutter stope 7.1% 0-25 01 0.1 01 026 0.8 Moderate $1,150 $1,150 SW RhP al 1-S Tanarack l« and ramarack Ave. 2 No truncated domes, No cub, gutter *)pe 8 7% Up6f[ at dutter is f; Pan width is 4T; Landing depth is 22" -5 off ranp is close to ped crossing raiv and may pose 025 025 01 025 025 1.1 Moderate $1,400 $1,400 ranwrach Ave. R«.,« 2 No truncated domes, Ramp sk^» B 12 2% Landng cross sk^ 3.6% Uplift at D ts 11/7 1 025 01 01 1.45 Moderate S500 $500 « RW at 1-5 Tanarack onmnp and RMP743 2 No trweaM domes; Ranp Rare c 13.6% gutter slopfl 6.9% Landng depth is \W\ 026 -01 01 026 0,7 Moderate $1,150 $1,160 SW RMP at Grand artd Jefteoon SL Aley KTUASJ6 No curt) ramp pttwded on either side (rf intersection at alley - 1 Moderate $2,750 $2,760 Construction Citeoorv: Removal Patching Grinding Scoring Install Stripe Demo & Construct New Ramp Replace Repair Expand Composite all Items Composite all Herns FOCUS AREA 'A' PRIORITY LEVEL 2 CURB RAMPS Comptoiee Itam ObstTTJCtkms Found in on or Near the Ramp Horizontal Spadrigs or Pavement Drvols L¥)AJplifts (Arc or Concrete) Detectable Waming (Tactile Grooves) Tnincated Dome Striping in Crosswalk or Buller tom Velucula Traliic Lane Pedestrian Ramp Non-existent Field Work Idenlilied Ranp Non-conforming PanWidlh Side Flares (Not to exceed tO'M Ramp Skipes (Running up the Pan) Ramp Stope (Slope Across the Pan) Landing Running or Cross Stope Ramp Stopes of Approach Apron (within 48' from top and bottom of curb ramp) Apex Ramp Used Protectton Irom Vehicular Traffic Movement Insufficient Dual Directtonal Needed ?! S i s = 1^ ill Iti Landing Depth Past the Top of the Pan (4'x4'requred) Composile Scores or Costs Composile Fiating Category Gross Costs (some double counting Net Costs (with Maxinum for ramp replacement FadHvID Page Tier Existina Condition Noles j $1,133 S200 S250 S200 S300 ssoo S2,750 S2,760 J2.760 $2,750 $2,760 $2,760 $2760 $2,750 $3,000 $360 $500 Composile Scores or Costs SE RMP at Grenti and Jeffetson St Alley KTUA527 AD05 No curb ramp proi/ided on eittief side ol intersection at aley 1 llorlerats 12,750 $2,760 SE RMP at Harding and Hope St Ahy KTUA528 ADD6 No curb ramp privded on eiltwr side of Intersection at aley 1 MMarstf $2,750 $2,750 SW RMP at Hardng and Hope St Alley KTUAS29 ADD6 No curb ramp provided on eithef side of interaction at aley aodKri^ $2,750 $2,760 Southovesl conwr of Madison SI and Laguna Dr. AD04 No curb ramp provided wl>ere acccssble route crosses curb $2,750 $2,760 Southwest RW al Jefferson and Las Flores KrUASM ABD4 NofKompfiafit cuitiramfi Moderate : $2,750 $2,760 Northwest RW at Jeffetson artd Laa Flores ,B» Noncompliant curb ramp; Osb ramp dws not connect to a crosswah Moderate $2,750 $2,760 RMP at Cailsbed VMage Dr ar>d State St AHey KTUA530 AE04 No curb ramp provided on either side of kitersectwn at aley Moderate , $2,750 $2,750 MW Rli«> at Cartsbad Vlaga Dr md state St Alley KTUA531 AE« No curt) ramp prwided on either side of intersection at riey ModBltt.;; $2,750 $2,760 Morthw^comerorcwMMttnwL antfState 5t KTUA503 AE04 Nonconpliant curt) ramp is not located within marked crossing 1 Ifaderaie $2,750 $2,750 Mortheast comer Of MagnoRB artd Madison KTUA507 AG07 Nonconplianl curti ramp Grooved border is nisleading making the curt) ramp Moderate $2,750 $2,750 Nwthwest comer of Magnofe and Mad sm mi^ AG07 Grooved border is misleading making the eisb ramp appear lo tie diagonal and in-lne 1 Moderate $2,750 $2,750 Soutli side of Magnolia between Jefferaon and KTUASOS AG07 Noncomplianl curb ramps provided at Village Dr. 1 MgdenUe 12,750 $2,760 5 Rhff> on Grand west of Tyler 9 AHey iaUA534 AE04 Curb ramp facing nortti: detecteble wamings do not space fuH width at curb ranv, grooved border is kKated in wrong loc^n. bottom landng sk>pes 11.7% MOATM*:. $200 $200 5W RhP at Grand and Tyler St ARey AE04 No curt) ramp provided on either skle of intorsettion irt aMay Modente; $2,750 $2,760 SW RW at Grand and Roosevell St Aley KTUA535 HE04, AEO* No curti ramp provided on either side of intersectlDn at aley ModnaW 12,750 $2,760 SWRIiff* at Grand and RooseveK St Aley KTUA53B ^B)4, AEO No curt) ramp prwided on either side of irrtersMbon at aley $2,750 $2,760 MW RhP at Oak >id Madison St Aley KTUA537 AEOS No curt) ramp provided on eittwr side of intermtion at aley 1 $2,750 $2,760 NE RMP at Oak and Madtson St Alley iaUA538 AEOS No curt) ramp prwided on eiltwr side of Intersecbon at aley 1 IHEI $2,750 $2,750 SW RMP at Grand and Madson St Alley KTUA539 AE06 No curt) ramp provided on either side of Intersection at afley 1 $2,760 $2,750 SE RW> at Grand and Macfison St AHey KTUA540 AEOS No curt) ran^ provided on either side of intersection at aHey Moderate $2,750 $2,750 SE RMP at Oak and Madison St Alley KTUSMI AEOS. AEW No curt) ramp provided on either »de of intersection at aRey $2,750 $2,750 SE RMP at Oak and Madison St AHey K,^2 AEOS, AEOt No curt) ramp prwided on either side of intersection d aley $2,750 $2,760 « RMP at Oak ml RoosewR St Aley iaUM43 AEI».AFOj No cut) ramp pmnded on either side of intersection at aley $2,760 $2,750 NiW RkP at Oak and Roosevelt St Alley AE05,AF0i No curt) ramp prwided on either side of intersection at aley S2.750 $2,760 SW RMP 8( Oak and Jefferson St ABey KTUAM5 AE06 No curt) ramp provided on either side of intersection at aley 12.750 $2,760 SE RMP M Oak and Jefferson St Aley KTUAM6 AEOS No curt) ramp provided on eHw side of Haraecbon alay Moderate $2,750 $2,760 SE RMP Cartsbad Viflage Dr »Kl Stde SL Aley ^t««r AF04 No curt) ranv presided on either side of intersection at aley $2,750 $2,760 SW RMP at Carlsbad ^^lage Dr and Slate St Aley KTUAS48 AF04 No curt) ramp provided on either side of if^ersecfion at aley $2,760 $2,760 Soulhtaal comer of Oak and LkKOh KTUAStt AF04 Weet curb rvnp slopes 10 7% side Osres are iwncemplirt 0-1 0.35 Minor $2,750 $2,750 Southeast comer of Oak and Lncok> AF04 North curb ramp cross ^pe is 2 S% bottom landing slope is noncorrvkant 0.1 0.25 0.35 Minor $2,760 $2,750 Construction Cateaorv: Removal Patching Scoring Install Stripe Demo & Construct New Ramp Replace Repair Expand Composite all Items Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 2 CURB RAMPS ComptoKeltam Obsfructions Found in on or Near the Ramp iHorizontal Spacings or Pavement Divots LpAJplifls(/VC or Concrete) Oeted^le Waming (Tactile Grooves) Tmncated Dome Striping in QosswaBt or Buffer tom ivetiicutar Traffic Lane Pedestrian Ran^ ^k>n'ex^stent Field Wofk Identeed Ran^i Non-PanWidlh Side Flares (Not to exceed jfiamp Slopes (Running up Hie Pan) Ramp Slope (Slope Aaxiss Ihe Pan) jlandng Running or Cross Slope Ramp Slopes of Approach Apron (within 48' Irom top and botlom of curb ramp) iApex Ramp Used-Protection tom jvehicular Traliic MouemenI Insufficient Dual Oiiecdonal Needed h Is m 8 e i = ^1 ill iLanding Depth Past the Top of the Pan (4'x4'requied) jcomposile Scores or Costs Composile Rating Category Gross Costs (some doitile counUig occurs) Wet Costs (wilh Maxinum for ramp jreplacement Location FadHvID 2HC Paae Tier Existina Condition Notes 1 $1,133 S200 S250 $200 $300 $800 $2,750 S2.760 $2,750 52.760 S2.750 $2,760 $i750 $2,750 $3,000 S360 $500 NE RMP at state St and Oak Ave ANey KTUA551 ftF04, AFO! No curb ramp prcnnded on erther side of intersection at aHey 1 UDderat* S2.750 $2,750 SE RhP at SM* St and Oak AM AHey KTUAS52 •FHAFOI -No gab ramp prowded on eMief aide of IntefseeBon at aley 1 S2.760 $2,760 SE RMP 8t Pine and Roosevelt St Alley KTU«553 AFOS 1 No ciflb ramp prwided on eiltwr side irf intersectjon at aley 1 MiM* $2,750 $2,760 SW RUP Bt Pkie and Roosevelt St Alley KTUA554 AFOS 1 No curt) ranv provided on eitt»r side of intersection at ^ey 1 MiKlanit*'.' $2,750 $2,750 NE RhIP at Pine md RoosewK St AHey KTUA555 AF05, AF« No ctfb ramp provided on either side of intersecfion at aley Danraged concrete is extremely hazardous hare 1 Hodarstft : S2.750 $2,760 MW RMP at Pine tnd Rooaerel St Alley Kn«5« AF05.AFW t No cuib ramp provided on ei^ side of intersection at aHey Damaged concrete is extremely hazardous here 1 HodMilt. $2,750 NE RbP at Walml and Roosevelt St Alley KrUA659 AFO« No curt) ramps provided at either side of intersection and palh of travel does nol pvaHel sidswidt at each side of street Pedestnens would have to trtml diagonally to conned to the accessible route 1 IMaMf • S2.750 $2,750 hM RhP at Walnut and Roo9«nK St AHey KTU«S60 AFOS No curt) ramps prowded at either aMe of Intersecton and paft of Irevtl does not par^ Pedestrians would have lo travel (SagonaHy to connect lo the acceM^sle route 1 $2,750 $2,760 se RMP at Wafmtf and Roosevelt St Aley KrUA»3 AFOS No curt) ramp provided on either side of intersection at afley 1 Moderate $2,750 $2,750 SE RMP at Walnut and Roosevet St Aley Kr^», AFOS No curt) ramp provided on eittier wie of Intersection at aley 1 Moderate $2,750 $2,760 NE RMP st Chestnut and Roosevrt Ahy KTUA572 AGOS 1 No curb ramp provided on eihet side of HersecHon at ailqr 1 Moderate $2,760 $2,760 NE RMP at Chesfriut and Roosevelt AHey KTUA573 AG06 No curt) ramp provided on either side of intersection at aley 1 ModefXe $2,760 $2j750^ SE RMP at Che*«it and Roosevelt AHey KTUA574 AGOS 1 No curt) ran^s provided at either side of intersection 1 Moikrtte $2,750 $2,750 SW RhP at Cheshut md Rooeevet Aley KTUA575 AGOS -No curt) ramps provided at elher sMe of Meisection 1 Moderate $2,750 $2,760 SE RMP et Grand and Tyler St AHey ,aUA533 No curt) ramp provided on either side of intersection at alley 1 Moderate $2,750 $2,760 NE RMP at Jeffereson St Alley rmd Oak KTUA656 No curt) ramp provided on either side of intersection at aley 1 Moderate $2,760 $2,760 NW RhP at JetTweson 9 Ahy and Osk KTUA657 No curt) ramp prtwided on tfhar side or Heraedion st aley 1 Moderate _$2750 _ $2,760 NE RMP at Cml3t»d VHIage Academy KTUA639 79 2 cross slope 3.4% no tnmc^d dome dnveway in p o t. cross slope exceeds 2% 0.25 0.1 0.35 Minor $300 $300 NW RhP at Carisbad ViNage Academy driveway on magnolia KTUA640 79 no tmncated dome, cross slope 4 3% upHB si ramp connection to sidewall 0.1 0.1 0.45 Minor $550 $560 # of Ramps witti this problem i 41 7 69 0 39 185 8 17 31 24 31 0 0 s 28 $702,148 $664,648 Count % of Total Conforming 5 1.74% Minor 28 9.72% Moderate 251 87,15% Major 4 1,39% Total 288 100.00% FOCUS AREA 'A' PRIORITY LEVEL 2 PEDESTRIAN SIGNALS Construction Cateaorv: Band Relocate / Replace Adjust Construct Update Install Trim Remove Grind Composite all Items Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 2 PEDESTRIAN SIGNALS Compliance Item g Color Pole Banding ? Actuator Distance from g Crosswalk Line o e S s i a 1 1 i $1,000 " [Actuator Distance trom other 1 Buttons 2 Field Work IdentUed I iSignal l^m-Confonning JS Push Button Paralel to S birection of Crossing 1 Actuator Heighl g jLevel Clear Floor Space {J [Clear Floor Space at Push S Button ^ [Buttons are ok) style actuators § instead of dome or arrow ^ Ped signal and actuator does g not support counhlown timer or ° audible countdown 2 Vegetatii/e Obstruction in Cleat S Floor Space 2 Hard Obstruction in Clear Floor g Space Jplift in Clear Floor Space Composite Scores or Costs 1 f ¥ 1 S 1 il <5 8 let Costs (IMth Maximum for amp reptacement Location Facility Page Tier Existina Condition Notes 1 maiviaua Item Cost g Color Pole Banding ? Actuator Distance from g Crosswalk Line o e S s i a 1 1 i $1,000 " [Actuator Distance trom other 1 Buttons 2 Field Work IdentUed I iSignal l^m-Confonning JS Push Button Paralel to S birection of Crossing 1 Actuator Heighl g jLevel Clear Floor Space {J [Clear Floor Space at Push S Button ^ [Buttons are ok) style actuators § instead of dome or arrow ^ Ped signal and actuator does g not support counhlown timer or ° audible countdown 2 Vegetatii/e Obstruction in Cleat S Floor Space 2 Hard Obstruction in Clear Floor g Space $2Sa PD SGNL B KTUA630 53 2 43" Height; 30" to crosswalk; 1S" to curb line 0.1 0.1 0.2 Minor S6S0 $650 PD SQNL A KTUA631 53 2 46" Height 24" to crosswalk and curb line 0.1 0.1 0.2 Minor $650 $650 PD SGNL A RMP490 53 2 46" Height; exceeds 5' to creaswaik; 150" betMoen actuators 0.1 0,1 0.1 01 0.4 Minor $2650 $1,000 PDSGNL RMP259 2 47" height: less than 3a' to curb; no cobr coding; no audibie slgnai 0.1 0.1 0.2 Minor $650 $650 PDSGNL A RMP491 53 2 47.5" Height; 40" to crosswallt; 27" to curb line; no clear floor space 0.1 0.25 0.1 0.45 Minor $850 $850 PD SGNL RMP 151 RMP1S1 ADOS East traffic- control devira does not have required color coding 0.1 01 0.2 Minor $650 $650 PD SGNL RMP 229 RMP229 AE05 East traffic- control device does not have required color coding 0.1 0.1 0.2 Minor $650 $650 PD SGNL RMP 252 RMP252 AEOS East traffic- control device does not have required color coding 0.1 0,1 0.2 Minor $650 $650 PD SGNL RMP 256 RMP25e AEOS East traffic- control device does not have required color coding 0.1 01 0.2 Minor $650 $650 PD SGNL RMP 260 RMP260 AE04 East traffic- control device does not have required color coding 0.1 01 0.2 Minor $650 $650 PD SGNL st RMP 232 RMP232 AF03 East baffle- control device does not have required color coding, required clear fbor space cross slopes 2.9% 0.1 01 0.1 0.3 Minor $350 $850 PD SGNL RMP 205 RMP205 AE03 East traffic- control device does not have required color coding, required dear floor space cross slopes 3.4% 0.1 0.1 01 0.3 Minor $350 $850 PD SGNL RMP 283 RMP283 AF03 East traffic- control device does not have required color coding, required clear floor space cross slopes 6.1% 0.1 0.25 0.1 0.45 Minor $8S0 $850 PD SGNL RMP 243 RMP243 AEOS East traffic- control device does not have required color coding: the required clear floor space at the east traffic- control device cross slope is 2.6% 0.1 01 01 0.3 Minor $850 $850 PD SGNL at RMP 271 RMP271 AF03 East traffic- control devices do not have required color coding, vertical offsets and bollard block required clear floor space 0.1 0.1 025 01 0.55 Moderate $2033 $1,000 PD SGNL A RMP4S9 53 2 Signal non-operational; no clear floor space 0.1 0.25 01 0.45 Minor $850 $850 PO SGNL B RMP259 2 lew tnan au'to euro; exceeds lU to crosswalk; requirecTcleaTtloorspSw^" cross stopes 5%; traffic control device does not have required color coding: no audibie signal 0.1 0.25 0.1 0.1 0.55 Moderate $1,850 $1,000 PD SGNL RMP 109 RMPl 09 AD04 No accessibte route leading to base of traffic- confrol signal device, Traffic- control device does not have required color coding 0.1 01 0.2 Minor $650 $650 PD SGNL RMP 154 RMP154 AD04 No accessible route leading to base of traffic- contreil signal device, Traffic- control device does not have required color coding 0.1 01 0.2 Minor $650 $650 PD SGNL RMP 239 RMP239 AEOS North traffic- control device does not have required cotor coding 0.1 0.1 0.2 Minor $650 $650 PD SGNL RMP 251 RMP251 AEOS Storth fraffic- control device does not have required color coding 0.1 01 0.2 Minor $650 $650 PD SGNL RMP 260 RMP260 AE04 15' from the intersectton, and the required clear floor space cross slopes 4.2% 0.1 0.25 0.1 01 0.55 Moderate $1,850 $1,000 PDSGNL RMP 3612 RMP3612 AF04 North traffic- control device does not have required cotor coding, required clear floor space cross slc^s 3.1 % 0.1 01 0.1 0.3 Minor $850 $850 PD SGNL RMP 229 RMP229 AEOS ^^Jorth traffic- control device does not have required color coding, required clear floor space cross slopes 3.8% 0.1 0.1 01 0.3 Minor $350 $850 PD SGNL RMP 3526 RMP3526 AtXIS North traffic- control device does not have required cotor coding, required ctear ftoor space slopes 3.5% 0.1 01 0.1 0.3 Minor $850 $850 FOCUS AREA 'A' PRIORITY LEVEL 2 PEDESTRIAN SIGNALS Construction Cateaorv Band Relocate / Replace Ac just Construct Updati Install Trim Remove Grind Composite all Items Comoosite all Items FOCUS AREA 'A' PRIORITY LEVEL 2 PEDESTRIAN SIGNALS Con^llance Item Color Pole Banding E ll s 1 _<_«_ $1,000 P Actuator Oislance t^m Curb i jUne " [Actuator Distance from other 1 Buttons Field Work Identified Signal Non-Confonning Push Button Paralel to Direction of Crossing 1 $200 Level Clear Floor Space g Clear Floor Space al Push S Button Buttons are ok) style actuators nstead of dome or anow actuator fed signal and actuator does lot support counldovm timer or i/egetative Obstruction in Clear -loor Space ? Hard Obstniction in Clear Floor 8 Space g Uplill in Clear Floor Space ;oinposite Scores or Costs Composile Rating Category ^oss Costs (some double ounling occurs) let Costs (with Maximum for mp replacement Location Facility Page Tier Existina Conditton Notes mgivioua Item Cost $60 E ll s 1 _<_«_ $1,000 P Actuator Oislance t^m Curb i jUne " [Actuator Distance from other 1 Buttons $1,000 $200 1 $200 $200 g Clear Floor Space al Push S Button $600 $soo $100 ? Hard Obstniction in Clear Floor 8 Space g Uplill in Clear Floor Space PD SONL RMP 3633 RMP3633 AD05 North traffic- control device does not have required cotor coding, required clear floor space slopes 3.5% 0.1 0.1 01 0.3 IMinor 5850 $850 PD SGNL RMP 252 RMP252 AEOS 1 North traffic- control device does not have required color coding, the required clear floor space cross slopes 3,8% 0.1 01 0.1 0.3 Minor $850 $850 PD SGNL RMP 256 RMP256 AEOS 1 North traffic- control device does not have required cotor coding, the required clear floor space cross slopes 4.9% 0.1 01 01 0.3 fMinor $850 $850 PD SGNL RMP 2S5 RMP255 AEOS 1 North traffic- control device does not have required cotor coding, ttie required ctear floor space slopes 4,1 % 0.1 0.1 0.1 0.3 Minor $850 $850 PD SGNL RMP 283 RMP283 AF03 1 North traffic- control device does not have required cotor coding, vertical offset at vvater meter cover is located in the required clear ftoor space 0.1 01 0.1 0.3 Minor $900 $900 PD SGNL at RMP 271 RMP271 AF03 1 North traffic- control devices does not have required color coding, vertical offsets and bollard block required clear floor space 0.1 0.1 0.25 01 0.55 Moderate $2,033 $1,000 PDSGNL at RMP 232 RMP232 AF03 1 South traffic- control device does not have required color coding 0.1 01 0.2 Minor $650 $650 PDSGNL RMP 233 RMP233 F03, AFC 1 South traffic- rontrol device does not have required color coding, required clear floor space cross slopes 3.0% 0.1 0.1 0.1 0.3 Minor $850 $850 PDSGNL RMP 151 RMP151 ADOS 1 South traffic- control device does not have required color coding, required ctear ftoor space cross slopes 5.4% 0.1 0.25 01 0.45 Minor $850 $850 PDSGNL RMP 158 RMPl 58 ADOS ^ South traffic- control device does not have required color coding, required clear floor space slopes 3.0% 0.1 01 0.1 0.3 Minor $850 $850 PD SGNL RMP 239 RMP239 AEOS 1 south tratTic- control aevice aoes not nave i"equirea coior coaing: the required clear floor space at the south traffic- control device cross slope is 2.6% 0.1 01 0.1 0.3 Minor $850 $850 PD SGNL RMP 236 RMP236 AE04 1 SouHTtfaftic- control device 3oes 'nbt"have i'equired color coding; i here is a large vertical offset at the traffic signal cover in the required clear floor space c# the south traffic- control device 0.1 01 1 1.2 Moderate $900 $900 PDSGNL RMP 110 RMP110 AB04 1 Traffic- controt device does not have required cotor coding 0.1 0.1 0.2 Minor $650 $650 PDSGNL RMP 111 RMPl 11 AB04 1 TrefRo- control device does not have required cotor coding 0.1 0.1 0.2 Minor $650 $650 PDSGNL RMP 177 RMPl 77 006. AEC 1 Traffic- control device does not have required cotor coding 0,1 01 0.2 Minor $650 $650 PD SGNL RMP 203 RMP203 AEOS ^ Traffic- confrol device does not have required cotor coding 0.1 0.1 0.2 Minor $650 $650 PD SGNL RMP 203 RMP203 AE03 1 Traffic- control device does not have required color coding 0.1 01 0.2 Minor $650 $650 PD SGNL RMP 236 RMP236 AE04 ' Traffic- control device does not have required cotor coding 0,1 0.1 0.2 Minor $650 $650 PDSGNL RMP240 RMP240 AEOS 1 Trefnc cwitrol device dom not have required cotor ^Ing 0.1 0.1 0.2 Minor $650 $650 PD SGNL RMP 240 RMP240 AEOS 1 Traffic- control device does not have required cotor coding 0,1 0.1 0.2 Minor $650 $650 PD SGNL RMP 244 RMP244 AEOS 1 Traffic- control device does not have required ralor coding 0.1 0.1 0.2 Minor $650 $650 PD SGNL RMP 244 RMP244 AEOS 1 Traffic- control device does not have required color coding 0,1 01 0.2 Minor $650 $650 PDSGNL RMP 176 RMPl 76 AE06 1 Traffic- confrol device does not have required cotor coding and is located 20' rom curb ramp 0.1 0.1 0.2 Minor $650 $650 $850 PDSGNL RMP220 RMP220 AE03 1 Traffic- controf device does not have required cotor codlr^, required clear floor space cr^ stopes 4.9% 0.1 0.1 01 0.3 Minor $850 $650 $850 PD SGNL Immediately no* of RMP 118 RMPl 18 AC04 rratfic- control device for both directions is more than 10* from curb ramp, Traffic- controf signal device does not have required color coding 0,1 025 0.1 0.45 Minor $1,850 $1,000 Construction Cateaorv: Band Relocate / Replace Adiust Construct Update Instaff Trim Remove Grind Composite all Items Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 2 PEDESTRIAN SIGNALS Compliance item Color Pole Banding Actuator Distance from Crosswalk Line [Actuator Distance from Curb line Actuator Distance from other Buttons Field Work Identified Signal Itei-Confotming Push Button Paralel lo Direction of Crossing Actuator Height i jLevel Clear Floor Space -telear Floor Space at Push iButton Buttons are old style actuators jinstead of dome or arrow lactuakir Ped signal and actuator does not support countdown timer or audible countdown Vegetative Obsfruction in Clear Floor Space Hard Obstruction in Ctear Floor Space Uplifl in Clear Floor Space Composite Scores or Costs Confiosile Rating Category Gross Costs (some double counting OCCUIS) Net Costs (with Maximum for ramp replacement Facilitv mac Tier Existina Condition Notes ingividuai item Cost $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $sao $100 $1,133 $260 PD SGNL RMP 155 RMP155 AD04 1 Traffic- control s^nal device does not have required color coding 01 0.1 0.2 Minor $650 $650 PD SGNL RMP 243 RMP243 AEOS 1 West traffic- control device does not have required color coding 0.1 01 0.2 Minor $650 $650 PD SGNL RMP 251 RMP251 AEOS 1 West traffic- control device does not have required color coding 01 0.1 0.2 Minor $650 $650 PD SGNL RMP 158 RMPl 58 ADOS 1 Wast traffic- control device dc«s not have required color coding, required clear fioor space cross slopes 2.5% 0.1 01 01 0.3 Minor $850 $850 PD SGNL RMP 3526 RMP3526 ADOS 1 West traffic- control device does not have required color coding, required clear floor space cross slopes 3.8% and has vertical offsets 0.1 0.1 0.1 01 0.4 Minor $1,100 $1,000 PD SGNL RMP 3633 RMP3633 ADOS 1 traffic- control device does not have required color coding, required clear fioor space cross slopes 3.8% and has verticai offsets 01 0.1 0.1 0.1 0.4 Minor $1,100 $1,000 PDSGNL at RMP 233 RMP233 F03. AFC West traffic- control device does not have required color coding, required dear floor space slopes 3.9% 0.1 0.1 01 0.3 Minor $850 $850 PD SGNL RMP 3612 RMP3S12 AF04 1 West traffic- control device does not have required color coding, required ctear fioor space slopes 7.8% 01 0.25 0.1 0.45 Minor $850 $850 PD SGNL RMP 255 RMP255 AEOS 1 V\fest traffic- control device does not have required color coding, the required clear floor space cross slopes 2.8% 0.1 0.1 01 0.3 Minor $850 $850 PD SGNL A RMP74S AH08 2 small iiush button; 47" actuator heigW 0.1 ai 0.1 0.3 Minor $1,250 $1,000 PD SONL A RMP744 AH08 2 small push button: 47' actuator height no deer floor space 01 025 0.1 0.1 0.55 Moderate J1.450 $1,000 PD SGNL A RMP746 AHOe 2 47" actuator height; small push button 0.1 01 01 0.3 Minor $1,250 $1,000 PD SGNLA RMP747 AH08 2 small push button: 0.5" uplifts In clear floor space: no clear floor space 01 0.25 01 0.1 01 0.65 Moderate $1,700 $1,000 PD SGNL A RMP740 98 2 Height of push button 48": smell push button: no clear floor space 01 025 0.1 0.1 0.55 Moderate J 1.450 $1,000 PD SGNL A RMP741 98 2 Height of push button 48": smell push button on ped acuator: ped slgnai located in grooves of ramp minimizing clear surface space 01 0.25 01 01 0.55 Moderate $1,450 $1,000 PDSGNLA RMP489 AD07 2 No dear floor space 0.1 0.25 01 0.45 Minor $850 $850 PD SGNLA RMP742 98 2 Height of push button 48": small push button: 116"" to extended crosswalk; 01 0.25 0.1 0.45 Minor $1,650 $1,000 PD SGNLA RMP743 98 2 Height of push button 48": small push button: 12 from extended crosswalk 01 0.25 0.1 0.45 Minor J1,650 $1,000 PD SGNL at Northwest corner erf Cartebad BM. and State St. KTUASOS AE04 1 East traffic- control device does not have required cotor coding, required clear fbor space slopes 9.0% 01 025 0.35 Minor $250 $250 PD SGNL at Northwest corner of Carlsbad Blvd. and State St KTUASOS AE04 1 South traffic- control device does not have required color coding 01 0.1 Minor $50 $50 PDSGNL at Curb rannp west of RMP 111 KTUA594 Ae04 1 Access to traffic- control device Is blocked by overgrcwn Ice plant, Traffic- control device does not have required coior coding 01 025 0.35 Minor $250 $250 PO SGNL at Curb ramp west of RMP 110 KTUAS95 AB04 1 Access to traffic- control signal device Is blocked by bushes, Traffic- contnsi device does not have required cotor coding 01 0.25 0.35 Minor $250 $250 # of signals with this piobierTi 72 6 0 1 0 0 0 25 9 6 68 0 2 7 $65,816 $55,700 Count % of Total Conforming 0 0.00% Minor 63 87.50% Moderate 9 " ^ 12.50% Major 0 ^ 0.00% FOCUS AREA 'A' PRIORITY LEVEL 2 PEDESTRIAN SIGNALS Construction Cateaorv: Band Relocate / Replace Ad ust Construct Update install Trim Remove Grind Composite ali Items Comoosite all Items FOCUS AREA 'A' PRIORITY LEVEL 2 PEDESTRIAN SIGNALS Compliance item Color Pole Banding ? Actuator Distance from 1 Crosswalk Line 1 o E 1 (5 si. $1,000 .-> Actuator Distance from other g Buttons Oi 1 1 $1,000 i.| II ll Jj $200 1 X 1 •a <: $200 evel Clear Floof Space lear Floor Space al Push iulton ^ Buttons are old style actuators S instead of dome or wow ° actuator ^ Ped signal and actuator does o not support countdown linier or ° audible countdown egetative Obstniction in Clear loor Space ard Obstruction in Clear Fk>or pace plift in Clear Floor Space omposite Scores or frosts 1 o Gross Costs (some double jcounting occuis) Net Costs (wilh Maximum for tamp replacement Baas- 1 mmem Location FadlltuiPags Tier Existina Condition Notes 1 item Cost: $60 ? Actuator Distance from 1 Crosswalk Line 1 o E 1 (5 si. $1,000 .-> Actuator Distance from other g Buttons Oi 1 1 $1,000 i.| II ll Jj $200 1 X 1 •a <: $200 $200 $200 ^ Buttons are old style actuators S instead of dome or wow ° actuator ^ Ped signal and actuator does o not support countdown linier or ° audible countdown $100 $1,133 $260 1 o Gross Costs (some double jcounting occuis) Net Costs (wilh Maximum for tamp replacement <5^ O Conatnictlon Crttoon: RlRIOVll Patctiing Gtinding Scoring Install Strips Dsmo & Construct Nsw Rsmp Rsplses Rapsir Expand Compeslts sH Itsms t^mposlta aU Rams 0) ¥ 1 s Pan FOCUS AREA *A' PRIORITY LEVEL 3 CURB RAMPS Complittice Hem Obslmctions Found in on or Near tt Ramp Horizontal Spacings or Pavement Oiwits 141/Uplills (A/C or Concrete) Detectable Waming (Tactile Groow Truncsted Oome striping in Crosswalk or Buffer from Veliicular Traffic Lane Pedestrian Ramp Non-exislenI Field WorK Identified Ramp Non-Conkxming PanWkWi Side Flares (Not to exceed 10%) Ramp Slopes (Running up die Pan; Ramp Slope (Slope Across the Pan Landing Running or Cross Slope Ramp Slopes ot Approach Apron (within m' from top and bottom of c Apex Fiamp Used-Protection from Vehicular Traffic Movement Insullic Dual Directional Needed Slopes of the conaete gutter adjoin curb ramp (iMlhin 44' from top and bottom of cutb ramol Landing Depth Past Ihe Top of the 1 (4' x 4' required) Composile Scores or Costs Composite Rating Category Gross Costs (some doiAle counlin( OCCUIS) Net CosIs (IMth Maximum for ramp leplacemenl Location Facilitv ID Map Pane Tl^r Existlne^ 9ondition 1 Item Notes 1 Co* SI ,133 $200 $250 $200 $300 $800 $2,750 $2,760 $2,750 $2,750 $2,750 $2,750 $2,750 $2,750 $3,000 $350 $500 NW RMP Of) El Camino Real / Haymar Drive 1 Moderate S2.750 $2,750 NWRMP on El Camino Real and Haymar Drive at island RMP14aO 2 not compliant 1 Modente $2,750 $2,760 S/W RMP on El Camino Real / Haymar Dnve at Road Island RMP1481 2 not compliant 1 MiMierate S2.750 $2,760 NE RMP Bt Haymar Dr and El Camino Real RMP1482 2 not compliant 1 Moderate J2.750 $2,750 SE RMP at Haymar Dr and El Camino Real RMPl 483 2 landing: 3r wide; no trijncated domes or detectable wamings 01 2.1 Major $1,000 $1,000 SM RMP on El Camino Real / 78 RMP1498 2 nol compliant 1 Moderate $2,750 $2,750 SE RMP at El Camino Real and 78 East RMP1499 2 not compliant 1 Moderate $2,750 $2,760 N/E RMP on Plaza Dr and El Camino Real KTUA608 = no truncated domes or deteclable wamings 2 Major $500 $500 N/E Rmp at E! Camino Real and shopping center road KTUA609 2 not compliant 1 1 Modarate 12,750 $2,750 NW RMP at El Csnino Real «id Raza KTUA610 no truncated dome; no detectable wamings; no texture 2 Major $500 $600 SE Rmp itf El Camino Real and Plaza Dr KTUA611 4 2 no truncated domes or detectable wamings. 1 2 Major $500 $600 SE Rmp at El Camino Real and *(WPir>a center road KTUA612 2 IKA compliant 1 Moderate $2,750 $2,750 SW RMP at El Camino Real wd Plaza Drive KTUA613 2 tK> truncated dome; no texture; 43" pan 1 01 2.1 Major $1,000 $1,000 S/E Rmp on Plaza Dr. RMP,334 2 no tmnoated domes ordaeoteble warning,. 2 Major $500 $600 S/E Rmp on Plaza Dr. RMPl 434 2 no truncated domes or detectable wamings 1 2 Major $500 $600 N/E RMP on Plaza Dr RMPl 435 2 no truncated domes or detectable wamings 1 2 Major $500 $600 S/W RMP on El Camino Real / Haymar Drive RMP1478 2 not compliant 1 Moderate $2,750 $2,760 SWRMPat Mmm and El Camino Real RMP58 12 2 side flare A: 12 2%, pan width 43"; no truncated domes or detectable wamings 1 01 0.1 2.2 Major $1,000 $1,000 NE RMP at Man-on and El Camino Real RMP59 12 2 not compliant 1 Moderate $2,760 $2,760 NE RMP at El Cffinino Real and Ma iron RMPl 433 ,2 2 no truncated domes or detectable wamings; exceeds 4S" to crosswalk stripping 1 1 01 2.1 Major $1,300 $1,300 SE RMP at El Camino Real and Matron RMP1433 12 2 landtfig: 40" wide with 5 3% cross slope. Side flare C: 10.4%; no tnjncated domes or detectable wamings 1 025 0-1 2.35 Major $3,750 $2,760 NE RMP at Hosp Wy and El Camino Real RMP4610 13 2 tending: 35 5" wide with 15% tross slope; Side flare A: 10.5%, Side ilare C: 10 2%, no truncated domes or detectable wamings 1 01 2.1 Major $1,000 $1,000 RMP at Park Dr and Wid^am \Aftiy (Hosp Grove Park) ICTUA627 21 2 non-compliant , MotJerate $2,760 $2,760 RMP at Park Dr and WicWiam Way (Hosp Grove Park) KTUA628 21 2 norv-complianl Moderat* $2,750 $2,750 RMP at Park Dr and Wickham \Afiiy(Hosp Grove Park) KTUA629 2' 2 nof>-compliant 1 Modarate $2,750 $2,750 S/W RMP on Monroe St KTUA632 21 2 non-complianl 1 Moderata $2,750 $2,760 SE RMP at Hosp Wy and El Camino Real RMP4609 24 2 notcomplianl Moderate $2,750 $2,760 SW RMP at Hosp Wy and El Camino Real RMP70 24 2 not complianl 1 Moderate $2,750 $2,760 N/E RMP Bl Chuparosa and Las Ftores Dr KrUA605 29 2 No truncated dome; wom texture; 0 5" lip 01 2.1 Major $760 $750 N/W RMP at Chi^arosa and Las FkJres Dr KTUA633 29 2 No tnjncated dome; 1" If). no texture 025 026 0.5 Moderat* $550 $650 NW RMP at Westwood and Blenkame Dr RM474 34 2 no truncated dome; no tewture; 0 25" lip; 30" landing, ramp njnning slope 9% 0 1 0.25 0.1 01 0.66 Moderate $1,050 $1,060 FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS Conslnjction Ctitaorv: Rtmovai Pitching Grinding Scoring Inatall Striix Dtmo & Constmct Now Rmp Roptico Rapair Eiqitnd Compotitt all Itamt (^mpoiito ail Itoffls FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS Obstructions Found in on or Near Ihe Ramp j Horizontal Spacings or Pavement Diuots LipftJplins(/yc or Concrete) Delectable Waming (Tactile Grooves) Truncated Dome Striping in Crosswalk or Buller from Vehicular TrafTic Lane ! Pedestlan Ramp Non-existent Field Work Idenlilied Ramp Non-Conlbniiing Pan Width Side Flares (Not to exceed 10%) Ramp Slopes (Running up the Pan) Ramp Stope (Stope Across the Pan) Landing Running or Cross Stope € 3 = 'S \ E 5 i [1 It 5 S l& \k 111 Apex Ramp Used-Protection from Vehicular Traffic Movement InsuBctent. Dual Directional Needed Slopes ol the concreie gutter adjoining curt ramp (within 48" Irom top and bottom ol curb ramp) Landing Depth Past the Top of Ihe Pan (4' X 4' required) Composite Scores or Costs Composie Rating Category Gross Costs (some doubte counting occurs) Net Costs (with Maximum lor ramp Map Item 1 ««ati«n Faniiitv ID Paa« Ti«r Existina Condition Ns>*f * $1,133 $200 $260 $200 $300 $800 $2,760 $2,750 $2,75(1 $2,750 $2,750 $2,760 $2,760 $2,750 $3,000 $350 $600 SW RMP at El Camino Real and Carisbad Village Dr RMP136 37 2 not compliant 1 Moderate S2 750 $2,750 SE RMP at El Camino Real and Carlsbad Village Dr RMPl 37 37 2 not compliant 1 Moderate $2,750 $2,760 NE RMP at El Camino Real and Carlsbad VNIage DF RMP138 37 2 not compliant 1 Moderate 12,750 $2,760 NW RMP at El Camino R^l and Carisbad Village Di RMPl 39 37 2 not ccmpliant 1 Moderate S2,750 $2,760 N/W RMP at Donna Dr. and Basawood KTUA637 45 2 No tnmcated dome; wan texture; 0.5" lip; ramp running slope: 118%, landhg njnning slope 5 6% 01 026 01 025 0.7 Moderate J3.300 $2,760 1281-1399 Carlsbad Village Dr (S/E RMP) KTUA625 53 2 non-compliant 1 Moderate $2,750 $2,760 1281-1299 Carlsbad Villase Dr. {SW RMP) KTUA626 53 2 non-compliant 1 Modarate 52,760 $2,750 S/E RMP at Pico Pico and Carload Village Dr KTUA630 53 2 non-compliant 1 Moderate J2.760 $2,760 SWRMPat Pico Pico and Carlsbad Village Dr. KTUA631 53 2 non-compliant Path of travel aorow the street. A few uplilts and broken A/C 1 Moderate $2,750 $2,760 NW RMP at El Camino Real aid RMP633 60 2 west side pork chop ir^efsection all to be removed and redone as part of ro{HJ widening projed fOnformini $0 $0 SE RMP at El Camino Real wid Chestnut Ave ™P63, 61 2 not compliant 1 Moderate $2,750 $2,750 NE RMP at El Civnino Rail and RMP632 61 3 not compliant 1 Moderate $2,750 $2,760 SW RMP at Chestnii Ave and Catdina Dr. RMP645 61 2 not compliant 1 Modarate Moderate $2,750 $2,760 NW RMP at Chestnut Ave and Cattriina Dr RMP646 61 2 not compliant 1 Modarate Moderate $2,750 $2,750 can wUB wnxxivay rai»t anaig- Eureka PI at Horshoe House (Handicap ramp) KTUAe36 66 2 non-compliant; slopes good; no tnjncated dome; no texture; no grooves at pan 1 Moderate $2,750 $2,750 N/E RMP at Eureka and Chestnut KrUA636 77 2 non-compliant 1 Moderate Moderate J2,760 $2,760 NAW RMP at Eureka and Chestnut KTUA638 77 2 non-compliant 1 Moderate Moderate $2-750 $2,750 NE RMP at Carlsbad Village Academy driveway on magnolia KrUA639 79 2 cross slope 3.4%; no truncated dome driveway in pot, cross slope exceeds 2% 026 01 0.35 Minor $300 $300 NW RMP at Carlsbad Village Academy dnveway on magnolia KTUAMO 79 2 no truncated dome; cross slope 4 3%; uplift at ramp connection to sidewalk 0-25 0,25 01 0.6 0 Moderate $550 $550 NW RMP at Milano Dr and Triste Dr RMP4106 96 2 ramp leads to street wilh no connection 0.6 0 >onformin( so $0 SW RMP at Milano Dr and Triste Dr. RMP4107 95 2 ramp goes to nowhere; street once went through but no longer 0 Conform ln( SO $0 NW RMP al El Canino Real and Tamarack RMP640 95 2 not compliant 1 Moderate $2,750 $2,760 NE RMP at Et Camino R«il and Tamarack RMP641 95 2 not compliant 1 Moderate $2,750 $2,760 NE RMP at Tamarack and La Porltf ada Dr RMP410I 96 2 landing: 35" wide with 7 3% cross slope and 3 8% running slope; 0 5" lip; no tnjncated domes or detectable waming system 01 1 1 0,25 01 2.46 Major $4,000 $2,750 $2,750 SE RMP at Tamarack and La Portrtada Or RMP4102 96 2 not compliant 1 Moderate $4,000 $2,750 $2,750 SW RMP at El Camino Real and Tamarack RMP642 105 2 t\fA compliant 1 Moderate $2,750 $2,750 SW RMP at El Camino Real and Tamarack RI^P643 105 2 not compliant 1 Moderate $2,750 $2,760 SE RMP on Tamarack b^ween Palisade Dr and El Camino Real RMP846 106 2 r>ot compliant 1 Moderate $2,750 $2,760 SW RMP on Tamarack t)etween Palisade Dt and El Camino Real RMP846 105 2 rxjt compliant 1 Moderate $2,750 $2,750 SE RMP at El Camino Real tnd Kely Dr RMP862 106 2 not compliant 1 Moderate $2,750 $2,760 SW RMP at El Camino Real and Kely Or RMP863 106 2 not compliant 1 Mofterate $2,750 $2,760 Construction Cittaorv: Rtmovai PettNng Grinding Scoring hitall Stripe Dtmo A Conttnjct finr Ramp Rtplacf Rapalr Expand CompeaXa all Itams Compotita aU Rama FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS CompBwwe Item Obstmctions Found in on or Near the Ramp Horizontal Spacings or Pavement Divots Lip/Uplilts (A/C or Concreie) Detectable Waming (Tactile Grooves) Truncated Dome Striping in Crosswalk or Bufler from Vehicular TraRic Lane Pedesfrian Ramp Non-existent Field Woric Idenlilied Ramp Non-Conft)nning Pan Width Side Flares (Not to exceed 10%) Ramp Slopes (Running up the Pan) Ramp Slope (Slope Across the Pan) Landing Running or Cross Slope Kamp Slopes ot Approach Apron (within 48* from lop and bottom of curb Apex Ramp Used-Protection ftom Vehicular Traffic Movement InsufficienL Dual Diieclional Needed Slopes of the concreie gutter adjoining curb ramp (within 48" from top and bottom of curb ramp) Landing Depth Past the Top of the Pan (4'x4'r8(|uired) Composite Scores or Costs Composile Rating Calegory Sross Costs (some double counting 3CCUI5) E S 1 i •s 3 s 1 i 1 f FacllltiHD Page sx, gxleling Condition j Item t1,133 $200 $250 t200 $300 $800 $2,750 $2,750 $2,750 $2,750 $2,750 $2,750 $2,760 $2,750 $3,000 $350 $500 SE RMP at El Camino Real and Lisa St (Prtvste Dnve) RMP958 108 not compliant 1 Moderate S2,750 $2,750 SW RMP at El Camino Real and Lisa St (Prtvate Drive) RMPga9 108 2 rwt compliant 1 Moderate S3.760 $2,750 SW RMP at El Camino Real and Crestview Dr RMP960 118 2 TxA compliant 1 Moderate 12.750 " $2,760 SE RMP Bt El Camino Real and Crestview Dr RMP961 118 2 landing: 34" wide; side flare C; 111%; no truncated domes or detectable warning system 1 01 01 2.2 Major 51.000 $1,000 SW RMP al Cannon Rd and El RMP969 119 2 not compliant 1 Moderate S2.750 $2,750 NW RMP at Cannon Rd and El Camino Real RMP970 119 2 landing: 36" wide wUh 3.5% cross slope; no truncated domes or detectable waming system 01 01 2.2 Major SI.000 $1,000 SE RMP at Cannon Rd and El RMP966 120 2 landing: ZT wide; side flare A: 13.7%; surface slope: 9.6% 01 01 Ol 0.3 Minor SSOO $600 NE RMP at Cannon Rd and B Cammo Peal RMPe71 120 2 larKling 34" wide; side flare C: 13 2% slope 01 0.1 0.2 Minor S500 $500 SW RMP at Jaokspar Dr and El Camino Real RMP1000 130 2 not compliant 1 Moderate S2.750 $2,750 NW RMP at Rancho CBr1st)ad Dr and El Camino Real RMPl 001 130 2 nol^mplia., 1 1 Moderate S2.750 $2,750 SE RMP at Forecastle Ct and Jackspar Dr RMP1015 130 not compliant 1 Moderate $2,750 $2,760 NE RMP at Forecastle Ct and Jackspar Dr RMP1016 130 2 not compliant 1 Moderate 12.750 $2,760 SW RMP at Forecastle Ct. and Jackspar Dr RMP1017 130 2 mi compliant 1 1 Moderate $2,750 $2,750 SE RMP al Jackspar Dr and El Camino Real RMP999 130 2 landing 35"wide; sideflareA: 12.5% slope 0, 01 0.2 Minor $500 $500 N/E RMP at CoHege and Salk KTUAOOe ,41 2 No truncated dome; 0.5" lip 01 0.26 0.36 Minor S660 $550 S/E RMPatCollefle and Salk KTUA607 ,41 2 No truncated dome; texture 1 2 Major S500 $500 S/W RMP at College and Salk KTUA634 141 2 new, truncated dome, ramp cross slope: 55%; landing running slope 8 4% 0-26 025 025 0.75 Moderate J5.800 $2,750 N/W RMP at College and Salk KTUA641 141 2 Truncated dome, texture, new 0 inform Ini SO $0 NW RMP at Cougar Dr and El Camino Real RMP4703 ,44 2 compHant 0 lonformlni SO $0 SW RMP Bt Coufiar Dr and El Camino Real RMP4704 144 2 compliant 0 ^onformtni SO $0 SE RMP at Cougar Dr and El Camino Real RMP1211 144 2 not compliant 1 1 Moderata 12.760 $2,760 NE RMPat Cougar Dr and El Camino Real RMP1212 ,44 2 landing: 37'wide; side flare C: 17% slope; pan width: 46"; no truncated domes or detectable waming system 1 01 0.26 0,1 2.45 Major S3.750 $2,750 NE RMP on El Camino Real at flopping center exit RMP1213 ,45 2 rvA compliant 1 Moderate S2.750 $2,760 SERMP at Faraday and El Camino Real RMP1201 ,50 2 compliant 0 ^nformlni SO $0 NW RMPat Faraday and El Camino Real RMP1202 ,60 2 oompfiant 0 Conform im SO $0 NE RMP at Fa-aday and El Camino Real RMPl 203 ,50 2 complartt 0 inform In^ so $0 SWRMPat Faraday and El Camino Real RMP1204 ,50 2 compiant 0 inform Im SO $0 SE RMP on El Camino Real at shopping center exit RMP1214 150 surface riope: 11%; side flare A: 13 7%: no truncated domes or detectable waming system 1 01 0 1 2.2 Maior $500 $600 NE RMP on El Camino Real at stiopping center entry RMP1215 150 2 landing: 40" wide with 4.2 cro« slope; surface slope: 9%, side flare C 147% slope; no truncated domes or detectable warning system 1 01 01 01 01 2.4 Major $1,000 $1,000 SE RMP on Ei Camino Real at sitopping center entry RMP1216 150 2 landing: 33" wide; side flare A 12 8% sk>pe. no truncated domes or detectattle wamings 01 01 2.2 Major tl.OOO $1,000 SE RMP on Faraday just nortti of Collie at itfKjpping cerfter entry RMP1178 152 2 m truncated dome; no texture, 27" landing; ramp running slope 11.2%; ade flare A: 13%. landing cross sl(^ 3.9% 0.25 0.25 Minor $500 $500 FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS Construction Ciltaoiv RtmovN Patching Gtinding Scoring Install Strip* D«lno & Construct Nsw Ramp Rspiac* Rspsir Ei^and Composis all Itsffls t^Ruoslta all Reels FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS Compiance Item Obstructions Found in on or Near the Ramp Horizontal Spacings or Pavement Divots 1 o 1 1 ( 1 f s i Truncated Dome Stiping In Crosswalk or Buffer from Vehicular TraRIc Lane Pedestian Ramp Non-exislent Field Work Idenliiied Ramp Non-conforming Pan Width Side Flares (Not lo exceed 10%) Ramp Slopes (Running up the Pan) Ramp Slope (Stope Across Ihe Pan) Landing Running or Cross Slope Kamp Slopes ol Approach Apton • (within 48' from top and bottom of curb Apex Ramp Used-Protection from l/ehicular Traffic Movement InsufficienI. Dual Directional Needed Slopes ol Ihe concrete gutter adjoining art ramp (wilhin 48" from top and Landing Depth Past the Top of the Pan [4'x4'reqijred) IComposile Scares or Costs [kimposile Rating Category aross Costs (some double counting Kcurs) <et Costs (viith Maximum for ramp epiacement Mafi. 1 nam LocaSian Facilitv (D Paqg lisr Ex^ina Condition Notts | co* $1,133 $200 $2S0 $200 $300 $soo $2,750 $2,760 $2,760 $2,750 $2,750 $2,760 $2,760 $2,760 $3,000 $360 $600 SW HMP on Faraday just north of College at shopping center RMP1179 152 2 landing 29" wide with 3.6% cross slope; surface slope 8-7%, side flareA: 17.3%; no truncated domes or detectable warning system 01 0, 01 2.3 $500 $600 NW RMP at Faraday and College RMPl 011 153 not compliant 1 1 Moderate $2,750 $2,760 NW RMP at Faraday and College RMPl 012 153 2 not compliant 1 Moderate $2,750 $2,760 SE RMP at Faraday and Coflege RMPl 013 153 not compliant 1 Moderate $2,750 $2,760 SW RlWIPat Faraday and College RMP1014 153 2 ncc^pl^nl 1 1 Moderate $2,750 $2,760 NW RMP at Rutherford md Faraday RMPUSO ,53 2 not compliant 1 1 Moderate $2,750 X2.7E0 NE RMP at Rutherford and Faraday RMP1181 ,53 nol compliant 1 Moderate $2,750 $2,7S •0 •n SWRMPatRUherfofdand Faraday RMP11S3 ,53 ' not compliant 1 Moderate S2,750 $2.7£ •0 •n NW RMP on Faraday at Marriot Entrwice RMPl 234 ,53 2 no truncated dome 025 0.26 $300 $300 NE RMP on Faraday at Marriot Entrance RMP12:» 153 2 no truncated dome; landing aoss slope 23% 026 0.26 Minor $300 $300 driveway just south of Rutherfore Rd RMPl 195 154 2 not compliant 1 1 Mo<jtrate $2,750 $2,760 driveway just soufti of Rutherford Rd RMPl 196 15. 2 „0U».p,»„, 1 1 Moderate $2,750 NERMP at Priestly Dr and Fvaday RMP1186 155 2 not compliant 1 1 1 Modervte $2,750 $2,750 SERMP at Priestly Dr and Faraday RMPl 187 155 2 not ccmpliant 1 1 Moderate $2,760 SW RMP at Priestly Dr and Faraday RMPl 188 ,55 2 not compliant 1 Moderate $2,750 NW RMP at Priestly Dr and Fwaday RMPl 188 155 2 complrant 1 Moderate $2,750 $2,760 between El Camino Real and Priestly Dr RMP1205 156 2 gap at truncated dome; tmncated dome does not run length of pan 0-1 0.1 $200 driveway between El Camino Real and Priestly Dr RMPl 206 ,56 ' gap at bunctfed dome; trmcated dome does not run lengtti of pan 0.1 0.1 Minor $300 $200 between El Camino Real and Priestly Or RMPl 207 166 2 not compliant 1 1 Moderate $2,750 $2,750 driveway between El Camino Real and Priestly Dr RMPl 206 156 2 not compliant 1 1 Moderate $2,750 drivevray between El Camino Real and Priestly Dr RMP1209 ,56 2 not compliant 1 Moderate $2,750 between El Camino Real and Priestly Dr RMPl 210 ,56 2 1 Moderate $2,760 NERMP on El Camino Real at driveway south of Faraday RMPl 223 157 2 notninclMdones 025 0.26 $300 $300 SE RMP on E! Camino Real ti dnveway south of Faraday RMP1224 157 2 no truncated domes 025 0.26 Minor $300 $300 NE RMPal Orion St and El Camino Real RMPl 222 160 2 landing 42" wide witti 2 2% cross slope; sidetlare A: 113% slope, not truncated domes 0.26 01 0 1 0.46 Minor $800 SW RMP Palomer Airport Road at Shelter (exit) RMPl 389 163 no truncated dome 025 0.25 0.36 Minor $300 SE RMP Palomar Airport Road at Shelter (exit) RMPl 390 163 1 no truncated dome; landing mnning slope 2 9% 026 0, 0.25 0.36 $300 N/W RMP at El Camino Real and Palomar Airport Road RMP1218 164 non-compliant 1 Moderate $2,750 S/W RMP ai El Camino Real and Palomar Airport Road RMP1219 164 2 no truncated dome; grooved poi; 0 5" lip; 36" Iwidtng 01 0.26 01 0.46 $t050 $650 $1,060 N/E RMP at El Camino Real aid Palomar Airport Road RMP1217 ,66 2 no tmncated dome; 0.25" Ip; 46" pan 0, 0.26 01 0.46 Minor $t050 $650 $660 S/E RMP at El Camino Real and Palomar Airport Road RMPl 220 165 2 no truncated dome; side flwe a: 14.3%; 36" landing 01 026 0, 01 0.66 Modente $1,050 $1,050 Constniction Cataaory: Rimoval Patctiing Grindlns Scoring InilMI Strip* Otmo & Constmct Nsw Rsmp Rsplacs Rapsir Expand Compostts sti Itsmt Compostts sll Items FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS Obstructions Found in on or Near the Ramp Horizontal Spacings or Pavement Divots IJpnjplifls(/VC or Concrete) Delectable Warning (Tactile Graoves) Tmncated Dome Striping in Crosswalk or BulTer from Vehiculaf Traffic Lane Pedestrian Ramp Non-existant Field Worii tdenlilied R»np Non-Confcming PanWidlh Side Flaes (Not to exceed 10%) Ramp Slopes (Running up die Pan) Ramp Slope (Slope Across Ihe Pan) Landing Running or Cross Slope 5 1 s 1 I §• 5 E li lil Apex Ramp Used-Protection from Vehicular Traffic Movement Insulficient Dual Directional Needed Slopes of Ihe concreie gutter adioming curb ramp (iMthin 48" from top and botlom of curt) ramo) Landing Depth Past Ihe Top of the Pan (4' X 4' required) Composite Scores or Costs Composite Rating Category Gross Costs (some double counting occurs) Net Costs (with Maximum lor ramp replacement Location Facilitv ID Tin pxi^jna cpondition Nobis Item $1,133 $200 $260 $200 $300 $800 $2,760 $2,750 $2,760 $2,760 $2,790 $2,760 $2,750 $2,750 $3,000 $350 $500 S/E RMP at Aviara and Palomar Airport Road RMP1669 168 no truncated dome; no texture, 0 5" lip inside of curt), side flare a 13 7%; landing running slope 5.3%, 36" landing 01 025 01 0-1 0 1 0.65 Moderai« $1,050 $1,050 SW RMP at AviEH-a and Palomw Airport Road RMPl 690 168 2 no truncated dome; wom texture; separafion of ramp and curt>; 37" landing 01 025 Ol 0.46 Minor 11.000 $1,000 N/E RMP at Aviara and Palomar Airport Road RMP1264 168 2 no truncated dome; large chunks missing from ramp; 0 5" lip; side flare a: 119% 0-25 01 0.25 01 0.7 Mod«rata 1750 $750 N/W RMP at Aviara/ College and Palomar Airport Road (2 ramps) RMPl 265 168 2 non-compliant 1 Moderate S3.750 $2,750 S/E RMP at Yarrow Dnve and Patomar Airport Road RMPl 376 172 2 no truncated dome; 1"lip; 36" landing: side flare a: 16.2%; landing running slope 6%, cross slope 3 3% 0.25 025 025 035 01 1.1 Moderate $6,550 $2,750 N/E RMP at Yarrow Drive and Palomar Airport Road RMP 1378 172 2 no truncated dome; 0.5" lip; 36" landing; landing cross slope 2.6% 01 0-26 01 Ol 0.66 Moderate 11,050 $1,060 N/W RMP al Yarrow Drive and RMP1379 ,72 2 no truncated dome: 0.5" lip; side flare a: 13.6%, side flare o: 132%; 36" landing 01 0.25 01 01 0.S6 Moderate SI.050 $1,050 S/W RMP at Yarrow Drive and Palomar Airport Road RMP1380 172 2 non-compliant 1 Moderate S3.750 $2,760 W RMP Palomar Airport Road at Shelter (entrance) RMP 1387 173 2 norv-compliant 1 Moderate 53,760 $2,760 E RMP Patomar Airport Road at Shelter (entrance) RMPl 388 173 2 non-compliant 1 1 Modenste J3,760 $2,750 SE RMP at El Camino Real and Gateway Rd RMP1672 176 2 MISSING 1 1 Moderate S2,750 $2,750 NE RMP at El Camino Real and Gateviray Rd RMP1673 176 2 MISSING 1 1 Moderate J2.750 $2,750 and 6155 Nortti Pointe Tech KTUA614 176 2 not compliant 1 1 Moderate $2,750 $2,750 and 6197 North Pointe Tech KTUA615 176 2 surface sk^e: 8.8%, landing 36" with 2.6% cross slope, no truncated 0-36 01 0-1 0.45 Minor $800 $800 N/E RMP at Paseo Del Norte and Ginger Ave RMP2185 178 2 No truncated dome; no texture 7* wide Ioint in path ol travel 0.25 0.26 Minor 5300 $300 S/E RMP at Paseo Del Norte and Ginger Ave RMP2186 178 2 6" groove tiorder, wom texture; no truncated dome; 0.5" lip at curb; ramp running slope: 106% 01 01 0-25 01 0.66 Moderate $750 $750 S/W RMP on Paseo Del Norte (Holiday Inn Driveway) RMP1345 178 2 non-compliant 1 Moderate $2,750 $2,750 NAWRMP on Paseo Det Norte(Holday Inn Driveway) RMP1346 178 2 non-compliant large cracks In patli ot travel 1 Moderata 53.750 $2,760 N/W RMP at Paseo Del Norte and Palomar Airport Road RMPl 357 178 2 insufficient landing; no truncated dome; lip; utility box in landing 0 1 0-26 01 0.46 Minor 51.050 $1,050 N/E RMP at Paseo Del Norte and Palomar Airport Rd RMPl 358 178 2 Truncated dome, texture, flush - compliant 0 Conform In] SO $0 S/E RMP at Paseo Del Norte and Palomar Airport Rd RMP1359 178 2 No tnjncated dome; grooved pan; 0.5" lip 0 5" uplift jusi east of ramp 01 0-25 0.35 Minor 5550 $650 S/W RMP A Paseo Dd Norte and Palomar Airport Rd. RMP1360 178 2 No truncated dome; grooved pan; 0.5" lip large cracks vid a 1" uplllt at landing 0,1 025 025 0.6 Moderate $750 $750 SA^' RMP on Paseo Del Norte (Chevron Dnveway RMPl 361 178 2 non-compliant 1 Moderate $3,750 $2,760 N/W RMP on Paseo Del Norte (Chevron Dnveway) RMP1362 178 2 nort-compliant 1 1 Moderate 52.750 $2,750 S/E RMP on Palomar Airport Road at Carl's Jr. Dnveway RMP1408 178 2 No tmncated dome no detectat>le waming al curb adjacent to road 1 2 Major 5500 $500 S/W RMP on Palomar Airport Road at the Cart's Jr Driveway RMPl 409 178 2 No truncated dome no detedatile waming at curb adjacent to 2 Major 5500 $600 S/E RMP at Armada and Patomar Airport Rd. RMPl 267 180 2 No truncated dome; uplifl, grooved pan separBilon betvreen concrete and Ayc 01 0.25 0.35 Minor $550 $650 N/E RMP at Armada and Palomar Airport Rd. RMP1268 180 2 No truncated dome, grooved pan, 0.5" Hp 01 025 0.36 Minor $550 $550 N/W RMP at Armada and Palomar Airport Rd RMPl 269 180 2 No trimcated dome; grooved pan; 0.5" lip 01 036 0.36 Minor $550 $660 SAW RMP ai Armada and Patomar Airport Rd RMPl 270 180 2 No truncated dome; grooved pan; cracked curb, 1" lip 0.25 026 0.6 5550 $550 S/E RMP at Ttie Crossings and Palomer Arport Road RMPl 363 182 2 m trunoaled dome; 34.5" landing 025 01 0.36 Minor 5800 $800 Construction Critoorv: Rtmovai Patching Grinding Scoring Instill Stripe Dsmo & Construct New Ramp Rsplacs Rspair Expand CompoBlts sll Itsms Compeslts all Rams FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS CompSimce Item Obstmctions Found in on or Near Ihe Ramp Hofizonlal Spacings or Pavement Divots Lip/Uplills(A«; Of Concreie) Detectable Waming (Tactile Gfooves) Tnmcated Dome [ sniping in Crossvialk or Buffer tram Vehicular Traffic Lane Pedestrian Ramp Non-exislent Field Worli IdenOlied Ramp Non-Confofming Pan Width Side Flares (Not lo exceed 10%) iRamp Slopes (Running up the Pan) Ramp Slope (Slope Across the Pan) iLanding Running or Cross Slope Kamp Slopes ot Approacti Apron (within 48' Irom top and botlom of cutb lApex Ramp Used-Protection from | Vehiculaf Traffic Movement InsufBctenl, Dual Directional Needed Slopes of Ihe concrete gutter adjoining curb ramp (within 48" Irom top and bottom of curt) ramp) Landing Depth Past the Top of the Pan (4' X 4' required) Composite Scores or Costs Composite Rating Category j Gross Costs (some double counting occurs) Net Costs (with Maximum for ramp replacement location Facility ID Map Pam Existina Condition Notes Item $1,133 $200 t2Sa (200 $300 $800 $2,760 $2,760 $2,760 $2,760 $2,760 $2,760 $2,760 $2,750 $3,000 $360 $600 SW RMP at The Crossings and Palomar Airport Roafl RMP1364 182 no truncated dome, landing cross slope 3 3% 0.25 01 0.35 l^inor t300 $300 NAW RMP at The Crossings and Palomar Alport Road RMP13e6 182 2 no truncated dome: 0 25" lip: side flare a 12%: 37" landing Ol 0.26 01 0.1 0.6S Modsrate SI.060 $1,060 WE RMP al The Crossings and Palomar Airport Road RMP1366 182 2 no truncated dome: uplift at curb with slope edge; side Hare a: 11.8%; 36" landing chunk of concrete mlsang at utility box 01 026 01 01 0.66 Mod*rat« SI.050 $1,060 NW RMP at El Camino Real sid Twn Garden Rd RMP4167 194 2 surface stope: 9 5%; side flare A: 10.8% s((^; landing: 35" wide: no 025 01 0.36 Minor SSOO $800 SW RMP at El Camino Real and Town Garden Rd. RMP4168 194 2 suriace stope 8.7%, landng: 36" wide; no truncated domes 025 Ol 0.36 Minor $300 $800 RMP 4165 RMP4ie5 196 2 landing: 35" wide; no truncated domes siflnal pole looated witiiin side flare A 0.26 01 0.36 Minor $800 $800 RMP 4166 RI|<P4166 196 2 landing: 35" wide; no tnjncated domes 0.26 01 0.36 Minor ssoo $800 NE RMP Bt El Camino Real and Tricity Wellness Dy RMP4S30 195 2 oompHant 0 Conform in^ SO $0 SE RMP at El Camino Real and Tricity Wellness Dy RMP4881 195 2 compliant 0 inform ln| 10 $0 N/W RMP at Ptriomw Oaks Way and Palomar Airport Road RMP1414 197 2 no truncated dome; 0.25" lip; 35" landing; landing cross slc^e 3.9% Ol 0.26 Ol Ol 0.56 Moderate SI.050 $1,050 S/E RMP at Palomar Oaks Way srvi Palomar Airport Road RMP1416 197 grooved pan; no tnjncated dome; 0 75" Hp; 47" landing; landing cross slope 3 2%, running slope 4 3% 0.25 025 01 01 0.7 Mocterffte 11,050 $1,050 S/W RMP at Palomar Oaks Way and Palomar Airport Road RMP1417 197 2 non-compliant 1 Modarate 12.750 $2,760 S/W RMP at Camino Vida Robie arxj Palomar Airport Road RMP1381 200 2 non-compliant 1 1 Moderate J2,760 $2,760 S/E RMP at Camino Vida Robie and Palomar Airport Road RMP1382 200 non-compliant 1 1 Mad*r«te S2.750 $2,760 WE RMP at Camino Vida Robie and Palomar Airport Road RMP1383 200 2 non-compliant 1 Moderate 52,760 $2,760 WW RMP at Camino Vida Robie and Palomar Airport Road RMP1384 200 2 no truncated dome; crack down midde of ramp; 1" Hp; 2 8% CTDSS slope on ramp 0.25 026 01 0.6 Moderate S550 $660 RMP 1715 RMP1715 204 2 not compliant SDG&E crosswah cnjmblffig around 1 Moderate 52,760 $2,750 RMP 1716 RMP1716 204 2 not compliant 1 1 Moderate 52.750 $2,760 WE RMP at Ef Camino Real and Camino Vida Robie KTUA699 204 2 compliant 0 Conform Ini $0 $0 S/E RMP Bl El Camino Real and Camino Vida Robie KTUA600 204 2 coripnant 0 Sonformln^ SO $0 SW RMP at El Camino Real md Cassta Rd Rll«P1854 212 2 nol compliant 1 Moderate S2.750 $2,760 NW RMP at El Crniino Real and Cassia Rd RMP1855 212 2 not compliant 1 Moderate S2.750 $2,760 NE RMP at El Camino Real and PoinseSia tn RMP2044 212 2 surface skjpe: 9.5%; tide flare A: 12% slope; landing: 3S-5'wide; no truicated domes median intersects crosswalk 0.25 01 01 01 0.56 Moderate $800 $800 SE RMP at El Camino Real wid Poinsettia Ln RMP2045 212 2 landing; 35" wide; no truncated domes 026 01 0.35 Minor SSOO $800 NE RMP at El camino Real and Cassia Rd RMP4754 212 landing: 36" wide with 6.4% running slope, side flare C: 15.9% Slope; no tmncated domes 026 0.25 025 01 0.86 Medertrte $6,300 $2,750 SE RMP at El Camino Real and Cania Rd RMP4756 212 landing: 35" wide; side flare C: 11-6% slope; no truncated domes 025 Ol 0.36 Minor 1800 $800 N/W RMP at CrystaHine and Pointsettia RMPiOSO 217 2 No truncated dome, texture; 0-5" lip; landing running stope: 4.8%, 36" 01 0.25 01 01 0.55 Moderate J660 $550 SE Rmp a* Aviara Prky And Poinsettia Ln RMP1603 218 2 ramp mnning slope 8 4%, cross slope 2.7%; landing mnning slope 3%, cross slope 3 2% utility box kl path c! travel Ol 01 0.2 Minor 50 $0 NE RMP at Aviara Pky and Poinsettia Ln RMP1996 218 2 no tmncated dome; 0.5" lip, 36" landing 0 1 025 0 1 0.46 Minor $1,060 $1,060 SWRMPatAwara Pky and Pwnsettia Ln RMP1996 218 3 no tmncated dome; 0 5" lip; utility box in p o t; 36" landing 01 0.26 Ol 0.45 Minor 51.050 $1,060 NWRMP at Aviara Pky and Pnnsettia Ln Rll«P1997 218 2 side ftare a 13 5%. side litre c:15.7, 36" landing 0,25 Ol 0.36 Minor 53.260 $2,750 Construction Cittaorv Rtmovri f^chtng Grinding Scoring IniMI Dtmo & Construct Ntw Rmp RtpIlM Repair Expand Compof ttt III Items Compotlla III Itamf FOCUS AREATA- PRIORITY LEVEL 3 CURB RAMPS Compeance ttem Obstructions Found In on or Near the Ramp Horizontal Spacings or Pavement Divols Lip/Uplifts (A/C or Concrete) Detectable Warning (Tactile Giooves) Truncated Dome Striping in CiDsswalk or Buffer Irom Vehicular Traffic Lane Pedestrian Ramp Non-existent Field Work Idenlilied Ramp Non-Conforming PanWidlh Side Flares (Not to exceed 10%) Ramp Slopes (Running up the Pan) Ramp Slope (Slope Across Ihe Pan) Landing Running a Cross Slope i<amp blopes Ol Approach Aproh [within 48' from top and bottom of curb ^pex Ramp Used-Protection from Vehiculaf Traffic Movement Insufficient. }U3I Directional Needed Slopes of Ihe conaele gutter adjoining art ramp (within 48" from top and \ .anding Depth Past the Top of the Pan kxnposite Scores or Costs kmposile Rating Categoiy ^oss Costs (some double countiny let Costs (iMlh Maximum lor ramp ^placement j Facilitv ID Map Paoe Existina Condition 1 Itm Notes 1 Co* $1,133 $200 $260 $200 $300 $800 $2,750 $2,750 $2,750 $2,750 $2,750 $2,760 $2,750 $2,750 $3,000 $500 NW RMP at El Camino Real and Poinsetlia Ln RMP2043 221 2 not compliant; no ramp 1 1 $2 760 SW RMP al El Cammo Real vid Poffiseffia Ln RMP2046 221 2 ncA compliant; no ramp 1 Modorate $2,760 N/W RMP at Paseo Del Norte and Harbor Point Rd RMP2187 223 2 non-compliant 1 1 $2,750 S/W RMP at Paseo Del Norte and Harbor Point Rd. RMP2188 223 2 non-compliant 1 1 $2 760 S/W RMP tf aiapdragon Dr. and Pointsettia RMP2166 226 2 6" grooves; joint in middle; Sp; no truncated dome A/C needs repair 0.1 0,1 0,25 0.4S S/E RMP at Snapdragon Dr. and Pointsettia RMP2167 226 2 non-compliant 2" gap within path of travel 1 1 $2 760 N/E RMP at Snapdragon Dr. and Pointsettia RMP2166 226 = No truncated dome; flush, texture 0,25 0.25 0.86 S/E RMP at CrystaBine Or and Pointsettia RMP1988 227 2 No tmncated dome; 0.25" lip; ramp cross slope: 8.1%; tending running slope: 8.8%; laiding cross slope: 3 8% 0.1 0,26 0-25 025 0.25 0.86 ModsfattB $2,760 N/E RMP at CryslalHne and Pointsettia RMP1989 227 No truncated dome; no texture; flusli, joint in middle of cuib; ramp njnning slope: 10.6% sunken utility box just east of ramp In path of 0,25 01 0.36 $300 N/E RMP at El Camino R^l and Swallow Lane KTUA617 229 2 non-compliant crosswalk is in need of repair, cracked and broken A/C, (fralnage swale cross slope exceeds 2% 1 Modarate $2,760 S/E RMP at El Camino Real and Swallow Lane KTUA619 229 2 non-compliant 1 1 $2 750 N/W RMP at Paseo Del Norte and Pointsettia RMP2189 231 2 grooved pan; 0.5" lip; no texture; no tmncated dome 0.1 0,26 0.35 Minor $660 N/E RMP at Paseo Del Norte and Poirrtsettia RMP2190 231 ' No truncated dome; wom te<ture; 1" uplift 0,25 025 0.5 $550 Just nortti of signal UJAP2190 231 2 separation of concreie al manliole and smtf 1 chunk of concrete out of 0.1 0.1 S/W RMP at Paseo Det Norte and Pointsettia RMP2192 231 2 flrooved pan. 0.5" lip; no texture; no landing 0-1 0,25 0.35 S/E RMP at Paseo Del Norte and PointsetliB RMP2191 232 2 non-complianl 1 1 S/E RMP at Batiquitos and Pointsettia RMP2127 233 2 6-groove: Ip 0.1 01 0.2 $450 S/W RMP tf Batiquitos and Pointsettia RMP2128 233 2 No truncated dome; 6" grooves; lip 0 1 0,1 0,25 0.45 $750 N/W RMP at Btfiquitos and Poinsettia RMP2129 233 2 6" groove; no truncated dwne; lip; no texture Large chunks missing in A/C 0,1 0,1 026 0.46 N/E RMP at Btfiquitos and Pointsettia RMP2130 233 2 No tnjncated dome; 6" grooves; lip; no texture A/C needs repair 0,1 0,1 026 0.46 $760 S/W RMP tf EICamHioReal RMP2075 236 2 grooved pan; no tnjncated dome: 0 5" lip; 35 5" landing; 05" uplit ust south of signal ctese to curb 01 0,26 0-1 0.46 N/W RMP al El Camino Real and Dove Lane RMP2076 236 2 yooved pan; no truncated dome, 0.5" Ip; 9% ramp running stope; 11.7% landing mnning slope. 35" lending 0 1 0,25 01 025 01 0.8 N/E RMP at El Camino Real and Dove Lane RMP2077 236 2 non-compliant 1 S/E RMP al El Camino Real and Dove Lane RMP20n 236 2 no truncated dome; 9 4% rrnip rurming slope; 7.6% landing running slope; 35" landing 025 01 025 01 0.7 N/E RMP at El Canino Real and 6994 EL Camino Retf KTUA616 236 2 non~compliant \ S/E RMP at El Camino Real and 6994 EL Camino Retf KJUA61B 236 2 non-compliant fre ttydrant blocks ranp as it is tocated in the midtfle ofthe ramp 0.1 1 1.1 N/W RMP al Post Office Driveway and Aviara Parkway RMP2334 239 2 trooved pan; no tnjncated dome; ramp mnning slope 9.4%; side flare a: 14 4%; landing cross stope 5 3%, 25" landing 0,26 0-1 01 025 025 0.96 N/E RMP at Post Office Dnveway and Aviara Parkway RMP2335 239 2 grooved pan, no tmncated dome, side flare a: 13 4%; landing cross slope 3.3%, running slope 3.9%, 33" landing 0-26 01 0 1 0 1 0.56 $800 N/W RMP at Manzanita Stretf and Aviara Parkway RMP2336 239 2 grooved pan, no tmncated dome, 0.5" lip, ramp mnning slope 10.7%: side flare c. 113%; 34" landing; landmg cross slope 3.6%; sa" clearance at signal pole sunken sldewalt w/upllts just wetf of ramp 0.25 01 0,26 01 0 1 01 0-1 1 $2,183 N/E RMP tf Manzanita Street and Aviara Parkway RMP2337 239 2 Fooved pan; 0 25" lip, 9.7% ramp mnnir^ stope; 3.7% landing cross 0.1 0.25 01 01 0.55 $650 S/E RMP at ManzenKa Street and Aviara Parkway RMP2338 239 2 grooved pan; no truncated dome; skJe flare a: 13 5%; landing njnning Biope 4.9%, cross stope 3 5%; W landing 0.26 01 01 01 0.55 Mod«rBt« ssoo $800 Corntruction Crtaaorv: Ramovsl Patching Grinding Scoring InstM Stript Dsmo & Construct Nsw Ramp Rtpltct Rspair Eiqjand ComposKs all Itams Composits sH Itams FOCUS AREA "A" PRIORITY LEVEL 3 CURB RAMPS Complianee Item Obstmctions Found In on or Near the Ramp Horizontal Spacings or Pavement Divots LipftJplilts(WC or Concrete) Detectable Waming (Tactile Grooves) Tnjncated Dome Stiping in Crosswalk or Buller liom Vehicular Traffic Lane Pedestrian Ramp Non existent Field Wod( IdentHied Ramp Non-Conforming PanWidlh Side Flares (Not lo exceed 10%) Ramp Slopes (Running up the Pan) Ramp Slope (Slope Across the Pan) Landing Running or Cross Slope Kamp Slopes ol Approacn Apron (within 48" from top and bottom of curt) Apex Ramp Used-Protection from Vehicular Traffic Movement Insuffidenl. Dual Directional Needed Slopes of the concrete gutter adjoining curb ramp (Mlhin 48" from top and bottom ol curt) ramol Landing Depth Past the Top of ffie Pan (4' X 4' required) Composite Scores or Costs Composite Rating Category Gross Costs (some doitble counbng OCCUIS) Net Costs (with Maximum for ramp replacement Location Facilitv ID Map Paoa Tiff ^xistlnfl Condition Co* $1,133 $200 $2S0 $200 $300 $soo $2,760 $2,760 $2,760 $2,750 $2,750 $2,760 $2,750 $2,750 $3,000 $350 $500 S/W RMP at Manzanrta Street and Aviara Parkway RMP2339 23. grooved pan, no truncated dome: 9 3% ramp running slope, side flare c; 11.8%; landing njnmng slope 6.3%, aoss slope 3.9%; 36" landing 025 01 01 025 01 0.8 Modersite $3 650 $2,750 S/W RMP ttf Ei Cainino Real and Aviara Parkway RMP3742 239 2 no truncated dome; side flare c: 15.5%; landing njnning slope 7%, 45 5" landing 035 0 26 0,25 01 0.85 Modaratft $6,300 $2,750 N/W RMP at Ei Camino Real affd AvHira Parkway RMP3743 239 2 non-compliant 1 1 Moderate $2,760 $2,760 N/E RMP at El C»Tiino Reel and Alga Road RMP3746 240 2 grooved pan; no tnjncated dome; 0.5" lip; 34" landing; Iwiding running slope 13.3%, aoss slope 4.2% 01 025 025 01 0.7 Modaratt $3,800 $2,750 S/E RMP at El Camino Real and Alga Road RMP3747 340 2 non-compliant porit chop 1 Modtrate $2,760 $2,750 S/E RMP at El Camino Real and Alsa Road RMP374a 240 2 non-compliant pork Gliop 1 1 Moderate $2,760 $2,760 S/E RMP at El Camino Real and Alga Road RMP3749 240 2 non-compliant pofkchop 1 1 Modarate S2,750 $2,750 N/E RMP Bt Estrella del Mar and Alga Road RMP3744 241 2 no truncated dome, 0 25" landing running slope 5%; 3r landing 0 1 025 01 0 1 0.5S Moderate $1 050 $1,050 N/W RMP at Estrelia del Mar and Alga Road RMP3745 241 2 no truncated dome, no stnping at crosswalk; side flare a:192%, landing cross slope 3 7%, running slope 10 6% 025 01 025 0 25 0.85 Moderate $6-600 $2,750 S/E RMP at El Camino Real and Arenal Road RMP3227 244 2 non-compliant 1 Moderate $3,750 $2,750 N/E RMP at Et Camino Real and Arenal Road RMP3228 244 2 non-compliant 1 Moderate $2,760 $2,750 NAW RMP at El Camino Real and Arenal Road RMP3229 244 2 no truncated dome; 0.5" lip, landing running stope 3.6%; trench across crosswalk is Irip hazard 01 0.25 01 0.46 Minor S550 $550 SW RMP at El Camino Real and Arenal Road RMP3230 244 2 no truncated dome; 0.5" lip 01 035 0.36 Minor S560 $660 S/E RMP at El Camino Real and Costa del Mar RMP4612 248 2 no truncated dome; 0.5" lip 01 025 0.36 Minor S550 $550 N/E RMP at El Camino Real and Costa del Mar RMP4613 248 2 no truncated dome; 0 25" lip 01 026 0.36 Minor S550 $550 NIW RMP at El Camino Real and Costa del Mar RMP4614 248 2 no truncated dome; 30" deep pan 025 01 0.35 Minor $300 $800 S/E RMP al El Camino Real and La Costa Avenue RMP3331 251 2 No landing; no truncated dome; no texture 025 025 0.5 Moderate $800 $800 N/E RMP at El Camino Real and La Costa Avenue RMP3332 261 2 no truncated dome 0,25 0.25 Minor $300 $300 N/W RMP at El Camirm Real and La Costa Avenue RMP3333 251 2 no truncated dome; no lecture; landing running slope 3.6%, cross slope 3 2% awkward crosswalk stripping in relation to 0.25 025 0.6 Moderate $3,060 $2,750 S/W RMP at El Camino Real and La Costa Avenue RMP3334 251 2 no truncated dome; no texture; 0 5" lip; 40" landing; 44" pan 01 0.25 01 01 0.56 Modarate $1,060 $1,050 S/E RMP on El Camino Real at ttie 76 station Car Wash RMP4732 251 2 no truncated dome; 0.75" lip; ramp leads to nowhere (guardraN): 36 5" landing 0.25 025 0,1 0.6 Moderate $1,050 $1,060 N/E RMP on El Camino Real at ttie Albertson's dnveway RMP4733 251 2 no truncated dome; 0.25" 1^; 38" Iwiding Ol 0.26 01 0.46 Minor $1,060 $1,050 S/E RMP on El Camino Real at the Albertson's Driveway RMP4734 251 2 no truncated dome; 0 25" lip; no texture; 36" landing Ol 0.25 01 0.46 Minor SI.050 $1,050 SW RMP at Levante St and La Costa Ave RMP2835 250 2 r>Dr>-compliant 1 Moderate $2,760 $2,750 SE RMP at Levante St and La Costa Ave RMP2836 256 2 no truncated dome, lancing running slope 4 7% 025 01 0.36 Minor $300 $300 NE RMP at El Cfflnino Real and La Costa Town Center KTUA620 257 2 no truncated dome; 0 25" lip; Imding running slope 4% Ol 026 01 0.46 Minor $550 $560 NW RMP at El Camino Real and La Costa Town Center KTUA621 257 2 no truncated dome; 0.5" lip; 44" pan: 35 5" l»iding 01 036 01 01 0.56 Moderate $1,050 $1,050 SE RMP at El Camino Real and La Costa Town Center KTUA623 257 2 no tmncated dome; ramp running slope 57%; 34" landing, 2.7% stope leading to ramp 036 0 1 0.35 Minor $800 $800 SW RMP at R wcho Santa Fe Rd and Camino de Los Coches RMP2597 260 2 non-compliant 1 Moderate $2,750 $2,760 NWRMP Rancho Santa Fe Road and La Costa Ave RMP2837 260 2 compliant 0 inform Ini SO $0 SW RMP Rancho Sar^a Fe Road and La Costa Ave RMP2836 260 2 compliant 0 Conform IRI so $0 Construction Citaaorv; Rimovai Pttchtng Grinding ScoHns Inttall Stript Dtmo & Construct Now Ramp Rtpitca Rtpiir Expand Composito all Ittms Compoil t all Ntmi FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS Compjiance Kem Obstmctions Found in on or Near the Ramp Horizonlal Spacings or Pavement Divots Up/Uplifts (A/C or Concrete) Detedable Waming (Tactile Grooves) tmncaled Oome Striping in Crosswalk or Buffer from Vehicular Traffic Lane Pedeskian Ramp Non-existent Field Worit IdentMed Ramp Non-Conk)nning PanWidlh Side Fl^ (Not lo exceed 10%) Ramp Slopes (Running up the Pan) Ramp Slope (Slope Across Ihe Pan) Landing Running or Crass Slope Kamp iilopes Ol Approach Apron (within 48" from top and bottom of curb Apex Ramp Used-Protection from Vehicular TraRic Movement InsufficienL Dual Directional Needed Slopes of the concrete gutter adjoining curb ramp (vathin 4«' from top and bottom of curb ramp) Landing Depth Past the Top of the Pan (4'x4'requiied) Composite Scores or Costs r 1 1 1 Gross Costs (some double counting occurs) Net Costs (wth Maximum lor ramp replacement Lccflticn FKllltv ID Map P«g» Existina Condition Notas Co* $1,133 $200 $260 $200 $300 ssoo $2,750 $2,750 $2,750 $2,750 $2,750 $2,760 $2,750 $2,760 $3,000 S350 $500 se RMP Rancho Santa Fe Road and La Costa Ave RMP2838 260 compliant 0 Conform Ini so $0 NE RMP Rancho Santa Fe Road and La Costa Ave RMP2840 260 2 compliant 0 inform tni so $0 SE RMP at 7750 La Costa Ave RMP4694 260 2 no tmncated dome; worn texture; 05" Bp; landing running slope 3.7% 0.1 0.25 01 0.4S IIAInor J550 $660 Road and 7750 Rancho Santa Fe Road Driveway KTUA601 260 2 compliant 0 inform inj so $0 Road and 7750 Rancho Santa Fe Road Driveway KrUfl602 260 2 compHant 0 ?pitfpnnln! to $0 Fe Rd along La Costa Ave KTUA604 260 2 no truncated dome; wom teidure; 0.25" lip 0.1 026 0.3S Minor $550 $550 Fe Rd along La Costa Ave Driveway KTUA622 260 2 no truncated dome; wom texture; curb broken up at ramp 025 0.26 Minor 1300 $300 Fe Rd south driveway along La Costa Ave KTUA624 260 2 no truncated dome; large cracks 025 0.26 Minor S300 $300 NE RMP at El Camino R«il and RMP3166 264 2 non-compliant 1 Moderate 12,750 $2,750 SE RMP at Et Camifw Real and Levante RI^»P3167 264 2 no truncated dome; 0.5" lip 01 025 0.36 Minor J550 $660 Sw Rmp At Ecr @ Levante St RMP3168 264 ^ 0.25" lip; no tmncated dome, 37" landing, landing cross slope 3 8%, mming slope 5.3%; ramp cross slope 5.3%; pan width 46" 0-1 0,25 01 01 01 01 0.75 Moderate S1.050 $1,060 Nw Rmp At Ecr @ Levante St RMP3169 264 2 no tnjncated dome; landing running slope 4.3%; 35" landing; ramp cross slope 3%; crosswalk striping 43" from bottom of ramp compliant is 46" from striping to bottom of ramp - possibly considered a hazard 025 01 01 0 1 0.56 Moderate S800 WOO NE RMP st Rancho Santa Fe Rd and Camino de Los Coches RMP2595 266 2 no tnjncated dome; cracked and chipped curb; non-compliant 1 1 Moderate 12,760 $2,750 SE RMP at Rancho Smta Fe Rd and Camino de Los Co<iie8 RMP2696 266 2 no truncated dome; crosswalk striping no 46" clear Into road (N&S); landing running slope 6 9%. 21" lantfing 0.25 0.25 0.25 0.75 Moderate t3,550 $2,760 NW RMP at Rancho Santa Fe Rd and Camino de los Cocoes RMP2598 266 2 rKHv compliant 1 Moderate S2.760 $2,760 NW RMP at El Camino Real and Calle Barcelona RMP2342 269 2 no truncated dome; 0 25" tip 0.1 025 0.35 Minor S550 $550 NE RMP at El Camino Real and Calle Barcelona RI<IP2343 269 2 no tnjncated dome, 0 25" lip; wom texture, cracked ramp down 0 1 025 0.36 Minor S550 $660 SE RMP at El Camino Real and Calle Barcelona RMP2344 269 2 no truncated dome; landing aoss ik>pe 2.7%; ramp running slope 5.8%; 0.25" lip 0-1 026 01 0.46 Minor J550 $550 SW RMP at El Camino Real and Calle BarcelonB RMP2345 269 2 no truncated dome 026 0.26 Minor S300 $300 SW RMP at Rancho Santa Fe Rd and Calle Barcelona RMP2504 276 2 no tmncated dome; no tescture; 0 5" lip; divot out of curb at lare 0 1 026 0.36 Minor 5550 $550 NW RMP at Rancho Santa Fe Rd and Calle Barcelona RMP2505 276 2 no tmncated dome; no texture; 0.25" lip 01 026 0.36 Minor 1550 $550 NE RMP at Ranchi3 Sarta Fe Rd and Calle Barcelona RI^P5506 276 2 no tmncated dome; joint running down middle of ramp; no texture; 05" ip 01 0.26 0.36 Minor 1550 $560 SE RMP at Rancho Santa Fe Rd and Calle Barcelona RMP2507 276 2 no tmncated dome. 0.5" lip; joint running down mkldle of ramp; upheaval ei curb; 35" landing 01 0.25 01 0.45 Minor SI.050 $1,060 NW RMP at Rancho Santa Fe Rd and Olivenhain RMP3078 281 2 no tmncaled dome; 0 5" lip; no texture; Joint down middle; shoukt be directkmal; ramp mnning stope 7 2%; 28" landing 01 0.25 1 025 1.6 Moderate $4,060 $3,000 SW RMP at Rancho Santa Fe Rd and Alvaro RMP3078 28, 2 no tmncated dome; joint mnning down middle ot ramp 0.25 0.25 Minor t300 $300 SE RMP et Rancho Santa Fe Rd and Alvaro RMP3080 281 2 compliant 0 Conform In] SO $0 NE RMP at Rancho Santa Fe Rd and Olivenhain RMP4781 281 2 compliant 0 Conform In^ SO $0 NE RMP at Rancho Santa Fe Rd RMP4782 281 2 compSant 0 Conform In] SO $0 NE RMP at Rancho Santa Fe Rd ar>d Olivenhain RMP4783 281 2 compliant 0 Conform Ini SO $0 East side of Holiday Park along Eureka PI (Handicap ramp) ICrUA603 77 or 66 2 oompNant 0 Conform Inf SO $0 Southwest RMP at Jefferson IO"UA594 AB04 Noncomplianl curb ramp 1 Modentt* S2.750 $2,760 FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS Construction Cidtaorv: Rtmovai Pitchittg Grinding Scoring Install stript Dtmo & Construct Ntw R«mp Rtpltct Rtptlr Exptnd Compotlti all Ittms Compositt all Ittms FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS CfflnpCance Hem Obstructions Foufid In on or Near the Ramp Horizontal Spacings or Pavement Oivots o 1 Delectatile Waming (TactSe Grooves) Tmncated Dome Striping in Crosswalk or Buffer Irom Vehicular Traffic Lane Pedestian Ramp Non-existent Field Work Idenlilied Ramp Non-Contonning PanWidlh Skle Flares (Not to exceed 10%) Ramp Skipes (Running up the Pan) Ramp Stope (Stope Across the Pan) Landing Running or Cross Skipe Kamp Skipes ot Approach Apron (within 48'Irom top and bottom of curb Apex Ramp Used Protectton Irom Vehicular Traffk; Movement InsufficienI Dual Direcltonal Needed Stopes ol Ihe concrete gutter adjoining curb ramp (iMthin 48' from top and bottom ol curb ramol Landmg Depth Past the Top of the Pan (4'X 4'required) Composite Scores or Costs Composite Rating Category Gross Costs (some doubto counlkig occurs) Net Costs (IMth Maximum lor ramp replacement Map itsn Loeation Facilitv ID EaflS Jm Existing Con(Jition Notas Co* $1,133 $200 $250 $200 $300 $800 $2,760 $2,760 $2,760 $2,760 $2,760 $2,760 $2,760 $2,760 $3,000 $360 $600 Norttiwest RMP Dt Jefferson and Las Ftores KTUA506 AB04 Noncompliant curb ramp, Curb ramp does not connect to a crosswalk Moderate $2,750 $2,750 Crosswalk across Garfield St et KrUA622 AD02 1 ^0 curb ramps prodded where accessible route crosses curb Moftvrate S2.760 $2,760 CrossMralk across Garfield St. at Padfic Ave KTUA523 A002 No curb ramps provided wtiere accessible route crosses curb 1 Modarate S2.750 $2,750 Souttiwest comer of Madison St. and Laguna Dr KTUA593 AD04 No curb ramp provided wtiere accessible route crosses curb 1 Modvrats $2,750 $2,760 SWRMP atGrarxl and JefTeraon St AHey KrUA626 ADOS No curb ramp provided on eittier ade of intersecfion at aHey Moderate S2.750 $2,760 SE RMP at Grand and JefTerson St. AHey KTUA527 ADOS No curb ramp provided on either ade of intersection at alley 1 Moderate S2.750 $2,760 NERMP at CabrHlo PI and Laguna Dr ICrUAS24 AD06 No detectable wamings or curb ramps provided at Cabrillo Place orivate driveway Moderate t2.750 $2,760 NWRMP at CabrillD PI and Laguna Dr tCTUA525 AD06 No detectable wamings or curb ramps provided at Cabrillo Place private driveway Moderate S2.760 $2,760 SE RMP at Hardng and Hope St Alley ICTUA528 AD06 No curb ramp provided on other side of intersection al aley Moderate $2,760 $2,760 SW RMP at Harding and Hope St ANey KTUA529 AD06 No curb ramp proMded on either side of irtersedion at aley Moderate J2.750 $2,760 Soutti side of Beecti between Wastiington and Cartsbad ^d KTUASOO AEOS Noncompliant curb ramp located at 209 Beech Moderate S2.750 $2,760 Soutti skJe of Beecti between Wastiington and Cartsbad Btvd KTUA501 AEOS Noncompltant curb ramp lociried at 309 Beec^ Moderate $2,750 $2,760 West side of Stale St Alley between Ctiritiiansen and Grand KTUA680 AE04 There is a noncompliant curb ramp located on each side of the south station driveway Moderate $2,750 $2,760 West side of Stale St ARey between Ctinstiansen and Grand ICTUA581 AE04 There is a noncompliant curb ramp located on each side of the south station driveway 1 Moderate $2,750 $2,760 NE RMP at Carlsbad Village Or and State St Alley KTUASaO AEO* No ourb ramp provided on eithw side of intersection at aley 1 Moderate $2,750 $2,750 NW RMP at Cartsbad Village Dr and Stale St Alley KTUASai AE04 1 No curb ramp provided on either side of intersection at aley Moderate $2,750 $2,750 $2,760 $2,750 Norttieast comer of Grand and V^stiington KTUA502 AE04 Noncomplianl curb ramp 1 Moderate $2,750 $2,750 $2,760 $2,750 Norttiwest comer of Cartsbad Blvd and Stalest KTUA603 AE04 Noncompliant curb ramp is not looated within mari<ed crossing Moderate $2,750 $2,760 S RMP on Grand west of Tyler St Aley KTUA534 AE04 Curb ramp facing north detectable wamings do nol spaoefuH widtti of curb ramp, grooved border is located in wrong localion, botlom landing slopes 11 7% 025 0,25 0.5 Moderate $2,950 $2,760 SW RMP at Grand and Tyler St. Alley KTUA532 AE04 No curb ramp provided on either ade of intersectiDn al aley Modarate $2,750 $2,760 SWRMP at Grand and Roosevelt St Alley KTUA535 AE04, AEOS No curb ramp provided on either side of intersection at aley 1 Moderate $2,750 $2,760 SWRMP at Grand and Roosevelt St Alley KrUA536 AE04, AEOS No curb ramp provided on either side of intersection at aHey 1 Moderate $2,750 $2,760 NW RMP at Oak and Madison St Alley KTUA637 AEOS No curb ramp provided on either ade of intersection at alley 1 Moderate $2,750 $2,760 NE RMP at Oek and Madison St Alley ICTUA538 AEOS No curb ramp provided on either side of intersection at aHey 1 Moderate $2,750 $2,760 SW RMP at Grand and Madison St AHey KrUA539 AEOS No curb ramp provided on either side of intersection at aHey Moderate $2,750 $2,760 SE RMP at Grand and Madison St Aley ICTUA540 AEOS No curb ramp provided on either ade of intersection at aHey Moderate $2,750 $2,760 SE RMP at Oak and Madison St Alley ICrUA641 AEOS, AE06 No curb ramp provided on either side of intersection af aHey Moderate $2,750 $2,760 SE RMP at Oak and Madison St Alley KTUA542 AEOS, AEOe No curb ramp provided on either side of intersection at aHey ivioderate $2,750 $2,760 NE RMP at Oak and Roosevelt St Aley KTUA6<3 AEOS, AFOS No curb ramp provided on either sde of intersection at aley Moderate $2,750 $2,750 NW RMP al Oak and Roosevett St Aley KTUA544 AEOS, AFOS No curb ramp provided on either ade of intersection at aHey Moderate $2,750 $2,760 SW RMP al Oak and JefTerson St Aley KTUA645 AE06 No curb ramp provided on either side of intersectim at aley 1 $2,750 $2,760 -4 Constniction Cittaorv: Removal Patching Grinding Scoring Install Strips Demo & Constmct Nsw (tamp Rsplacs Rspsir Eiqisnd Composlts sll Itsms Composlts sll Items FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS Compliance Item ObstniiSions Found in on or Near the Ramp Horizontal Spacings or Pavement Divots Lip/Upims (A/C or Conaete) Detectable Warning (Tactile Grooves) Tnjncated Dome Striping in Crosswalk or BulTer from Vehicular TraRic Lane Pedestrian Ramp Non-existent Field Wot* ktentilied Ramp Non-Conlomiing PanWidlh Side Flares (Not to exceed 10%) Ramp Slopes (Running up the Pan) Ramp Slope (Slope Across the Pan) Landmg Running or Cross Slope !(wilhin 48' from top and bottom ol curb Apex Ramp Used-Proteclion from Vehicular Traric Movement InsufficienI Dual Directional Needed Slopes of the concrete gutter ad|oining curb ramp (vwthin 48" from top and bottom of curb ramol Landing Depth Past the Top of thc Pan (4' X 4' required) Composite Scores or Costs Composite Rating Category Gross CosIs (some double counting occurs) Net Costs (with Maximum for ramp replacemeni Location Facilitv ID Hap Ti*r Existfnti Condition Notas ItOTi Co* $t,133 $200 $250 $200 $300 $800 $2,760 $2,760 $2,760 $2,750 $2,750 $2,750 $2,750 $2,760 $3,000 $360 $500 SE RMP at Oak and Jefferson S! Alley KTUA546 AE06 No tajrb ramp provided on attier ade of inlersectton at aHey 1 Msdarata S2,750 $2,750 SE RMP at Carlsbad Village Dr and state St Alley KrUA547 AF04 1 Ao curb ramp provided on eittier side of intersedion at aHey 1 Modarate S2,750 $2,750 SW RMP at Carlsbad VlllagG Dr and Stale St. Alley ICTUA548 AF04 1 No curb ramp provided on eittier side of intersection al alley 1 Modarata S2,750 $2,750 Souttieast corner of Oak and KTUA549 AF04 1 West curb ramp slopes 10.7%, side flaes are noncompliant 01 0, 0.2 Minor SO $0 Southeasl corner of Oak and Lincoln ICTUA550 AF04 1 Nortti curb ramp cross slope is 2 8%, bottom landing slope is noncompliant 01 01 0.2 Minor so $0 Southwest comer of Pine and Washington KTUA582 AF04. AF05 1 Noncompliant curb ramp does not conned to an acceMiWe route 1 Moderate 12,750 $2,750 NE RMP al State SI and Oak Ave Alley KrUA551 AF04, AF05 1 No tajrb ramp provided on eittier side of intersection at aley 1 Modarato S2.750 $2,750 SE RMP et Slate St and Oak Ave Alley KTUA662 AF04. AF05 1 No curb ramp provided on eittier side of intersedion at aHey 1 Modarate 12.750 $2,750 SE RMP at Pine and Roosevelt St Aley KTUA553 AFOS 1 No ourb ramp provided on eiltier side of intersedion at aHey 1 Moderate S2,750 $2,750 SW RMP at Pine and RooseveS St ARey lcrUA554 AFOS 1 No curb ramp provided on eittier side of intersection at aley 1 Modarate 82.760 $2,750 NE RMP at Pine and Roosevelt st AHey KTUA555 AFOs' 1 No curb ramp provided on eittier side of irtersedion al alley Damaged concrete is extremely hazardous 0,1 2.1 Major $3,200 $2,750 NW RMP at Pffie and Roosevet St AHey KTUA566 AFOS. AF06 1 No curb ramp provided on either side of intersection at aley Damaged concrete » extremely hazardous 01 2.1 Major S3,200 $2,750 NE RMP al P^e and Madison SI Alley KTUA567 AF06 1 No curb ramp provided on eittier side of intersedion at aHey 1 Modarate 12,750 $2,750 NE RMP at Pkie and Madison St Alley KTUASSa AFOS 1 No curb ramp provided on eiltier side of irtersection at aHey 1 Modarate t2.750 $2,750 NE RMP al Walnul and Roosevelt St Alley iaUA569 AF06 1 No curb ramps provided at eittier side of intersection and patti of travel does not parallel sidewalk at »ch side of street Pedestitans would have to travel diasonally to connect to the accessible route 1 McKlerate J2,750 $2,750 NW RMP at Walnul and Roosevelt St Alley KTUA560 AF06 1 No curb ramps provided al eittier side of intersection and patti of travel does not parallel sidevralk at «icti side of street Pedestnans would have to travel diagorsjily to conned to ttie accessible route 1 Moderate J2.750 $2,750 SW RMP al Pine and Madison St AHey KTUA561 AF06 1 No curb ramp provided on attier side of intersedion al aBey 1 Moderate S2.750 $2,750 SWRMPatPineandMadison St AHey iaUA562 AF06 1 No curb ramp provided on eittier side of irrtersection at aley 1 Moderate 12,760 $2,750 SE RMP at Walnut and Roosevell St Alley ICrUA563 AF06 1 No curb ramp provided on eittier side of intersedion at aley 1 Moderate $2,750 $2,750 SE RMP at Walnut and Roosevelt St Alley ICrUA564 AF06 1 No curb ramp provided on eittier side of intersedion at aley 1 Moderate $2,750 $2,750 Nortti side of Ctiestnut between Harding and Jefferson KTUA504 AF07 1 Noncomi^nl curb ramp located at pedestnan crosswalk 1 Moderate 12,750 $2,750 Soutti skle of Ctiestnut between Jefferson and Harding KTUA505 AF07 1 Noncompliant curb ramp locked al pedestrian crosswalk 1 Moderate 12.750 $2,750 SW RMP at Jefferson St and Chestnut Ave, North Facing KrUA566 AF07 1 Curb r£»Tip connecting lo RMP 378 is noncompliant 1 Modarate 12.760 $2,750 West side of Harding between Chestnut and Pine KTUA563 AF07. AE06 1 Curb ranps leading into Pine Ave Park are noncompliant 1 Moderate $2,750 $2,760 West side of Harding between Ctiestnut and Pine KTUA584 AF07. AE06 1 Curb ranps leading into Pine Ave Partt are noncompliant 1 Moderate $2,750 $2,750 West side of Harding between Chestnut and Pine KTUA585 AF07, AE06 f Curb ramps leading into Pine Ave Park are noncompliant 1 ModerAe 12.750 $2,750 Wesl side of Harding between Chestnut and Pine KTUA586 AF07, AE06 1 Curb ramps leacSng Wo Pine Ave. Park are noncompNant 1 Modarate 12.750 $2,760 NE RMP al Madison St AHey and Chestnut KTUA566 AF07, AF06 1 No curb ramps provided on eiltier side of l^dison St. Aley 1 1 Moderate 12.760 $2,760 NE RMP at Madison St AHey and Chestnut iaUA567 AF07. AF06 1 No curb ramps proMded on eittier side of Madison a. AHey 1 Modarate $2,750 $2,750 Southwest comer Pine and KTUA680 AG04 1 No curb ramp provided where accessible route crosses curb 1 Moderate $2,750 $2,750 Southwest comer ot Uncoin and in/alnut KTUA590 AG04 No curb ramp provided wrfiere accessible route crosses curb 1 1 .Mod.enw $2,750 $2,760 Construction Cattoorv: Rtmovai Pitching Gnnding Scoring Inttall SldiM Dcno & Constniet Ntw Rsmp RtplKt Rtpair Expand Compotitt all Ittmt Compotitt all Rtma FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS Compliance Item Ob^nctions Found in on or Near the Ramp Horizontal Spacings or Pavement Oivots IJj3/UptiIls(AK: or Concrete) i Detect Waming (Tactile Grooves) Tnincated Dome sniping in Crosswalk or Buffer from Vehicular Traffic Lane PedesMan Ramp Non-existent Field Worii Idenliiied Ramp Non-conforming PanWidth Side Flaes (Not to exceed 10%) Ramp Slopes (Running up Ihe Pan) Ramp Slope (Slope Across the Pan) Landing Running w Cross Slope Kimp Sloped ot Approach Apron (wilhin 48" from top and liottom ol curb Apex Ramp Used-Protection (rom Vehicular Traffic Mowement Insufficient. Dual Directional Needed Slopes d the concrete gutter adjoining curb ramp (within 48" from lop and bottom of curb ramol Landing Depth Past ttie Top of Ihe Pan (4' x 4' required) Composite Scores or Costs Composite Rating Categoiy Gross Costs (some double counting occuis) Net Costs (wilh Maximum for ramp replacement tocadpn Faoiiitv ID Map Pan« Ttar Existino Condition Not»s Hem Co* $1,133 $200 $260 $200 $300 $800 $2,750 $2,760 $2,760 $2,760 $2,760 $2,750 $2,750 $2,760 $3,000 $350 $500 Curb ramp at southwest corner of Pine Carlsbad Btvd. KTUA596 AOO. ramp does not contrast visually with adjacent sidewalk; No detectable wamings provided: Side flares slope 19 3% and 20 1%; vertical offset Ei bottom landing is 1/2" high; Crosswalk is not centered on curt 0.1 0 26 0 25 2.6 Major J6,250 $2,760 SE RMP at m\niA and Garfield KrUA568 AG04 No curb ramp provided where accessible route crosses curb No improved walking facillbes within the public way at SE comer of V^lnut and Garfield right of 1 Moderata S2.r50 $2,760 NERMP at Pine and Llnooln KTUA569 AG04 No curb ramp provided where acGes8it)le route crosses curb No improved walking fadlilies within the public right of way at NE comer of Pine and Uncoin 1 Moderattt J2.750 $2,760 NW RMP at Lincotn and Wahiut KTUA570 AG04 No curb ramp provided where acce^ible route crosses curb No improved walking facilities within the public way at NW comer of Lincoln and Walnut right of Moderate $2,750 $2,760 NW RMP at Pine and Lincofn KTUASn AG04 No curb ramp provided where accessible route crosses curb No improved walking facilities within the public way at NW comer of Lincoln and Pine right ot Moderate S2.750 $2,750 Southeast corner of Walnut and AGOS Noncompliant curb ramp [XJPLICATE RAMP? DIFFERENT PHOTOS ., Moderate S2.750 $2,750 Southwest oomerof Wa^ngton ar>d Walnut KTUA579 AGOS Noncomplianl njrb ramp does not connect to an accessible route 1 Moderate 52.750 $2,750 Northwest comer of Washington KJUA506 AGOS Noncompliant curb ramp does not connect to an accessibte route Moderat* 12.750 $2,750 NE RMPat Chestnut and Roosevell Alley KTUA572 AG06 No curb ramp provided on either side of intersection at alley Moderate $2,750 $2,760 NERMP at Chestnut and Roosevell Alley KTUA573 AG06 No curb ramp provided on ei^er side of intersection at aHey Moderate $2,750 $2,760 SE RMP at Chestnut and Roosevett Alley KTUA574 AG06 No curb ramps provided al either side of intersection Moderate $2,760 $2,760 SW RMP at Chestnut and Roosevett Alley KTUA575 AG06 No curb ramps provided al either side of htersection Moderate $2,750 $2,760 Northeast comer of Ma^otia and Madison KTUA507 AGO? Noncomplianl curb ramp Grooved border is misleading maWng the curb ramp appear to be diagonal and in-line Moderate $2,750 $2,750 Northwest comer of Magnolia and Madison ia"UA508 AGO? Noncomplianl curb ramp Grooved border is misleading malang the ciJtb ramp appear to be diagonal std in-line Moderate $2,750 $2,760 South side of Magnolia between Jefferson and RooseveS KTUA509 AGO? Noncompljani curb ramps provided at VrNage Dr Moderate $2,750 $2,750 between Chestnut and Sycamore KTUA591 AH 04 Noncomplianl curt ramp located at crosswalk at Sycamore Moderate $2,760 $2,750 West side of Carlsbad Blvd betvwen Acacie and Maple KTUA592 AH 04 Noncompliant curt ramp 1 Moderate $2,750 $2,750 Curb ramp at Southeast comer of Carlsbad Blvd. and Hemlock KTUA510 AI05 Noncompliant curt ramp NO maiKexj ciuwjHiy piuvmeu ai auuswaw Incorporate into curb ramp wofit Coordinate with slope and cross slope requirements across streeL Moderata $2,750 $2,760 NWRMP at Sequoia and Garfield KTUA57e AI06 No curb ramp provided where accessible route crosses curb ., Moderate $2,750 $2,760 Southwest comer curb ramp at Sequoia and Garfidd KTUA5S8 AI06. AJ06 Top larxling cross slopes 3 4% Side flares slopes 16 3% and 9 1% Bottom landing slopes 5 9% Curb ramp does not connect to an accessible route in any direction 0-25 01 01 0.45 Minor $2,750 $2,750 SE RMP at Redwood and Garfield KTUASr? AJ06. AI06 No curb ramps provided where accessible route aosses curb No improved walking facilities within the public right of way al SE comer of Redwood and Gwfield Moderate $2,750 $2,750 West side of Carisbad Blvd. between RMP 3364 and Sequoia ICTUA511 AJ06. AK06. AK07. Two accessible spaces provided with noncompHant curb ramp in between ac^acenl to lifeguard tower 31 No access aisles provided No $250 line waming signage provided Moderate $2,750 $2,750 West side of Carlsbad Blvd. between RMP 3364 and Sequoia ICrUA512 AJ06. AK06, AK07. T WO accessible spaces provided with noncompliant curb ramp tn between adiacent to lifeguard tower 32 No access al^s provided No S250 fine warning signage provided Moderate $2,750 $2,750 West side of Carlsbad Blvd between RMP 3364 and Sequoia iaUA513 AJ06, AK06, AKOr. Two accessible spaces provided with noncomplianl curb ramp in between adjacent to lifeguard tower 33 No access aisles provided. No S350 Itne waming signage provided Moderate $2,750 $2,760 RMP 3364 RMP3364 ii i Curb ramp is a vehicle access dnveway with 5' of sidewalk that has cross slopes up (o 2.9% Coordinate wtth detectable warning and sloping requirements 0.25 01 0.36 Minor $300 $300 RMP 3365 RMP3365 ANOS. AN 09. AMnn Cross slope at vehicle access driveway exceeds 2 0% and slopes exceed 5 0% RMP is a vehide access driveway 01 0.1 Minor $0 $0 RMP 3365 RMP3365 ANOS. AN 09, AMon No signage identi^ing beach access point as accessibte provided. It appears access may be achievable at this locaticti. 0 Jonformlni $0 $0 West side of Cwisbad Blvd between RMP 3365 and RMP 3364 ICTUA514 ANOS. AN 09. AMOS Two accessible spaces provided with noncompliant curb ramp in behveen. No access aisles provided No S2^ fine waming signage provided. 1 Moderat* $2,750 $2,760 RMP 1019 RMP1019 AN 00 rjoncompliant curt ramp Curb ramp does not connect lo an accessible route on Ihe we^ side of the streti 1 Moderate $2,750 $2,750 RMP 1336 RMP1336 AN09 Noncomplianl curb ramp Curb ramp is not positioned witNn ttw direction of 1 Moderate $2,750 $2,760 RMP 1337 RMP1337 AN09 ^Joncompliant curb ramp Curb ramp is nol positioned wilNn the direction of 1 Moderate $2,750 $2,760 FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS Conttruction Ctftaorv Rtmovat Pitching Grinding Scoring Intlail Stripe Demo & Constni^ New Ramp Repleei Repair Expand Compoeit* all Iteme Composite all Iteme FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS Compliance ttem i % z S 1 s Ramp Horizontal Spacings or Pavement Dirots LipftJplifls (A/C or Concrete) Detectable Waming (Tactile Grooves) Truncated Dome sniping in Crossiwalk or Buller lioni Vehicular TraBic Lane PedesHan Ramp Non-existent Field Work Identtied Ramp Non-Conbrming PanVWdHi Side Flares (Not to exceed 10%) Ramp Slopes (Running up the Pan) Ramp Slope (Slope Across the Pan) Landing Running a Cross Slope htadip ijlopes 01 Approach Apron (wilhin 48" from top and bottom of cuib Apex Ramp Used-Protection ftom Dual Directional Needed Slopes olthe concreie gutter adjoining ] »b ramp (wilhin 48' Irom top and 1 Landing Depth Past the Top of the Pan [4'X 4'requred) Domposte Scares or Costs Composite Rating Categoiy 3ross Costs (some dottile counting Kcurs) ; M Costs (Mth Maximum for ramp epiacement Loc^fl^n Faollltv ID Map Itait Tier Existina Condition Notes c« i1,133 $200 $260 $200 $300 $800 $2,760 $2,760 $2,760 $2,750 $2,750 $2,760 $2,750 $2,760 $3,000 $360 $500 RMP 1018 RMP,018 AN 09 No detectable wartungs ptowded, side flares slope 10.6% and 15.8%, 1/2" higti vertical offsei Bt tiottom landing Curb ramp does not conned lo an accessible route on the west side of the street Ol 025 025 0.6 Moderate $2,750 RMP 1338 RMP133e AP10 Noncompliant curt) ramp does nrt connect to pedestnan patti along public rigtit of way 1 Moderate $2,760 RMP 1330 RMP1338 AP10 NoncompliBnt ojrti ramp does not connect to an accessibte route and is not located within the marked crossing 1 Moderate $2,760 RMP 1340 RMPl 340 AP11 Noncompliant curt) ramp does not conned to an accessible route in 1 Moderate $2,760 Southeast curb ramp at Solamar and Carlsbad Blvd KTUA5S7 AR12 Noncompltant curb rBfnp is nof located within marked crossing Moderate $2,760 Northeast curt ramp at Solamar and Carlsbad Blvd. KTUA516 AR12 Noncompliant curb ramp is not located within marked crosstng Moderate $2,750 $2,760 RMP 1343 RMP1343 AU13 Noncompliant curb ramp is net loceted wfthin marked crossing Moderate $2,760 RMP 1344 RMP1344 AU13 Noncompliant curb remp is not located within marked crossing 1 Moderate $2,750 Sotltheast oorner ol Surlade RMP1860 AU14 NoncompliBnt curb ramp Moderate $2,760 RMP 1861 RMP1B61 AU14 Nonoomptiant curb ramp Moderate $2,750 $2,760 RMP 1863 RMP1863 AU14 Noncomplianl curt ramp 1 Moderate $2,750 RMP 1862 RMPl 862 AU14 Noncompliant curb ramp Moderate $2,750 $2,760 RMP 1341 RMP1341 AU14 Nonoompliant curb ramp Is not looetet) wittiin marlted mossing Moderate $2,750 RMP 1342 RMP1342 AU14 Noncompliant curb ramp is not located within marlted crc»sing 1 Moderate $2,750 RMP 1867 RMPl 867 AVI 4 Noncompliant curb ramp 1 Moderate $2,760 RMP 1868 RMP1S66 AVI 4 No detectable wamings provided, south side flare slopes 17-1%, vertical olTsef at bottom landing is 1" high 025 0.25 0,25 0.75 Moderate $2,760 RMP 2216 RMP2216 AWI 4 Noncompliant curb ramp of straght curt) kicated on each side of the curt) ramp and within ttte marked crossing. 1 Moderate $2,760 RMP 2215 RMP2215 AWI 4 NoncompliBnt curb ramp is not loceted wfthin marked crossing Moderate $2,760 Ponto Dr. lCrUA516 AW14 noncompliant curb ramp provided between bus slop adjacent to RMP 3216 and Breakwater 1 $2 750 Porto Dr KTUA517 AW14 noncompliant curb ramp provided between bus stop adjacent to RMP 2216 and Breakwater 1 Moderate J2.760 $2,750 Ponto Dr. KTUA518 AWI 4 noncompliant curb ramp provided btiween bus stop adjacent to RMP 2216 and Breakwater Moderate $2,760 Ponto Dr KTUA519 AW14 noncompliant curb ramp provided between bus stop adjacent to RMP 2216 and Breakwder 1 $2,750 Ponto Dr. KTUA520 AW14 noncompliant curb ramp provided between bus stop adjacent to RMP 2216 snd Breakwfrier Moderate $2,750 South intersedion ot Breakwater and East Carisbad Blvd , East of RMP 2215 KTUA521 AWI 4 Nonoomfrtianl curti ramp Moderate $2,760 NW RMP at Breakwater and Carlsbad KrUA678 AW14 Crosswalk does not connect to an accessble route or curb ramp on west side of Cartsbad Blvd 1 Moderate $2,750 RMP 2214 RMP2214 AX15 Noncompliant curt> ramp 1 Moderate $2,760 RMP 2213 RMP2213 AXIS 'Joncomptiant njrb ramp Moderate $2,750 RMP 2201 RMP2201 AX17 Noncompliant curb ramp is not located wthIn marked wowrig 1 Moderate $2,750 RMP 2202 nMP2202 AX17 Noncompliant curb ramp Moderate $2,760 RMP 2203 RMP2203 AX17 Noncompliant curb ramp Moderate $2,750 RMP 2204 RMP2204 AX17 'Joncompliant curb ramp 1 Moderata 12,750 $2,750 FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS Construction Cataaonr: RsmovBl Patching Grinding Scoring Install Strip* Dsmo & Constmct Nsw Ramp Rsplacs Repair Expand Composlts all Itsffli Composite all Iteais FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS Obstructions Found in on or Near the Ramp Horizontal Spacings or Pavement Divots Lip/Upfifts (A/C or Concrete) Delectable Waming (Tactile Grooves) Tmncated Dome Stnping in Crosswalk or BulTer Irom Vehicular TraBic Lane Pedesliian Ramp Non-existent Field Worit IdentHied Ramp Non-Confonning PanWidlh Side Flaes (Not to exceed tO%) Ramp Slopes (Running up the Pan) Ramp Slope (Slope Across the Pan) Landing Running or C^oss Slope Kamp Slopes ot Approacn Apron (wilhin 43' from top and bottom of curb Apex Ramp Used-Protection from Vehicular Traffic Movement Insufficient Dual Directional Needed Slopes of Ihe concrete gutter adjoining cutb ramp (wthin 48" from top and botlom of curb ramol Landing Depth Past the Top of the Pan (4' x 4' required) Composite Scores or Costs Gross Costs (some double counbng occurs) Net Costs (with Maximum for lamp Man Location Faollltv ID Paae Tier Existino Condition Note. Co* $1,133 $200 $260 $200 $300 $800 $2,760 $2,760 $2,760 $2,750 $2,750 $2,760 $2,760 $2,760 $3,000 $360 $500 RMP 2220 RMP2220 AY15 I No detectable wamings provided, vertical offset is 1" high at bottom 025 025 0.5 Moderata 1550 $550 RMP 2219 RMP3319 AY15 ^io detectable wamings provided, cross slope Is 4 1%, vertical offset ta 1"high al bottoin landing 0,25 0,26 01 0.6 Modarate S650 $660 RMP 2318 RMP33ie Ayi5 1 NJoncom pliant curb ramp 1 Moderata S2,750 $2,760 RMP 2217 RMP2217 AV15 Noncompliant curt) ramp does not connec* to an accessible route and 18 not located wittiin ttie marlted crossing 1 Moderate 12.750 $2,760 RMP 2228 RMP2228 AVI 7 Noncompliant curb ramp Coordinate bottom landing with traflic signal manhole 1 Moderate 52,750 $2,760 RMP 2227 RMP3227 AY17 Nonoompliant curb ramp 1 Moderate (2,750 $2,760 RMP 2223 RMP3333 AY17 1 Noncomplianl curb ramp Curt ramp should be des^ned as an in-line cutt ramp ss diagonal ourt ramp Is not positioned coirectly 1 Moderat* S2,750 $2,760 RI^P 3224 RMP2224 AY17 NoncompliBnt curt) ramp Curt ramp should be designed as an in-line cuit ramp as dtagonal curb ramp is not positioned correctly 1 Moderate $2,750 $2,760 RMP 2225 RMP3235 AY17 NoncompianI curb ramp Curb ramp on opposrte side of dnveway is not Bl-line with opposlle curb ramp 1 Moderate S2,750 $2,760 RMP 2226 RMP2226 AV17 Nonc^pliant curb ramp Cult ramp on opposite side of driveway is not ffi-line with opposite curb ramp 1 Moderate J2.750 $2,760 RMP 2230 RMP2230 AY17 NoncompliarA curb ramp Curt) ramp does not have a top landing Coordinaie with awessible route requirements aaoss street 1 Moderat* 12.750 $2,750 RMP 2229 RMP3339 AY17 Noncompliant curti ramp Curt) ramp does not have a top landing Coordinate with accessible route requirements across street 1 Moderate 12,750 $2,760 RMP 2231 RMP2231 AY16 Noncompliant curb ramp 1 Moderate S2.750 $2,760 RMP 2232 RMP3333 AY18 Noncompliart curti ramp 1 Modarate 12.750 $2,760 RMP 2221 RMP2221 AZ16 Nonoompliant OU* ramp 1 Moderate (2.750 $2,750 RMP 2222 RMP2222 AZ16 Noncompliant curt ramp is no* looated wShin marked crossing 1 Moderate 12,750 $2,750 RMP 3404 RMP3404 AZ19 Sidewalk slope does not equate a curt ramp, tiowever there are no detectaPie wamings 0,36 0.26 Minor (300 $300 RMP 3398 RMP3398 BA18 Nonoompliant curt) ramp is not located witiiin marited crossing Coordinate with accessible route requirements across 1 Moderate (2,750 $2,760 RMP 3399 RMP3399 BA1B Noncompliant curb ramp is net located wittiin marited crossing Coordinate with accessible route requirements across street 1 Moderate (2,750 $2,760 RMP 3396 RMP3396 BA18 Noncompliant curt ramp 1 Moderate (2,750 $2,760 RMP 3397 RMP3397 BA18 Noncompliant curt ramp 1 Moderat* (2.750 $2,750 RMP 3400 RMP3400 BA18 Noncompliant curt ramp is not located within marked crossing 1 Moderate (2,750 $2,750 RMP 3401 RMP3401 BAie Noncompliant curt ramp is nd located within mari<ed crossing 1 Moderate (2,750 $2,760 RMP 3405 RMP3406 BA19 Sidewalk slope does not equate a curt ramp, hoivever cross slope does nol does not comply andthereareno delectable warnings 0,35 0 1 0.36 Minor (300 $300 RMP 3394 RMP3394 BAig Noncompliant curt ramp 1 Moderate (2,750 $2,750 RMP 3305 RMP3395 BAIS Noncompliant curt ramp 1 Moderate (2,750 $2,760 RMP 3402 RMP3402 BA19 Noncompliant curt ramp 1 Moderate (2,750 $2,750 RMP 3406 RMP3408 BA19 Noncompliant curt ramp Coordinaie with accessible route requirements across 1 Moderat* (2,750 $2,750 RMP 3409 RMP3409 BA19 Noncompliant cutb ramp Coordinate with accessiile route requirements across 1 Moderate (2,750 $2,750 RMP 3406 RMP3406 BAig Noncompliant curt ramp Coordinate with accessible route requirements across 1 Moderate (2,750 $2,750 RMP 3407 RMP3407 BA19 Nonoompliant curt ramp Coordinate with accessible route requirements across 1 Modenm (2.750 $2,760 Conrtruction Crtagpry: Rtmovsl Pitching Grimlins Scorinfl Install Strip* Daino & Construct Nsiif Rantp Rsplacs Rspsir Expsnd ComposXs lil Itsfflt Compel all Rernt FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS CompKance Item ObstmctKMis Found in on or Near the Ramp j Horizontal Spacings or Pavement Divots ! o S £ 1 Deteclable Warning (Tactile Grooves) Tmncaled Dome Striping in Crosswalk or Buffer fnom Vehicular Traflic Lane Pedestian Ramp Non existent Field Work Idenlilied Ramp Non-Conlorming PanWidth Side Flares (Not to exceed 10%) Ramp Stopes (Running up the Pan) Ramp Slope (Stope Across the Pan) Landing Running or Cross Slope \ (Wilhin «• from top and bottom ol curb Apex Ramp Used-Proteclion from Vehicular Traflk; Movement InsufficienL Dual Directtonal Needed Skipes ol the concrete gutter adjoining curb ramp (within 48' from top and bottom ol curb ramp) Landing Depth Past the Top of the Pan (4'X 4'required) Composite Scores or Costs Compostte Rating Category Gross Costs (some double oounling occurs) Net Costs (with Maximum for ramp replacement Location Facility ID Mao Paae Existina Condition j Item N0t«S 1 CO* $1,133 $200 $2S0 $200 $300 $800 $2,750 $2,760 $2,760 $2,760 $2,750 $2,760 $2,760 $2,760 $3,000 $360 $600 RMP 3403 RMP3403 BA19 Noncompliant curb ramp 1 Moderate J2,750 $2,750 RMP 3389 RMP3389 BB16 •Noncompliant curb ramp does not connect lo an accessible route on the wesl side of Cartsbad Blvd 1 MQd«rat« S2,760 $2,760 RMP336« RMP3386 BBI 6 Noncompliant curb ramp does not conned to an acceraibte route on the wesl side of Carlsbad Blvd 1 Moderat* $2,750 $2,760 RMP 3357 RMP33a7 BBI 7 ' NoncompliarA curb ramp 1 Moderate $2,750 $2,760 RMP 3386 RMP33S6 BBI 7 Noncompliant curb ramp 1 Moderate J2.750 $2,750 RMP 3385 RMP3385 BB17 ' Noncompliant cuib itimp 1 Moderate $2,750 $2,750 RMP 3384 RMP3384 BB17 1 Noncompliant curb ramp 1 Moderate $2,750 $2,750 RMP 3412 RMP3412 BB19 Noncompliant curb remp Diagonrt curb ramp does nol tiave 24" long segment of straight curb tocated on each side of the curb ramp and wilhin lhemarl<ed crossing , Moderate $2750 $2,750 RMP 3413 RMP3413 BB19 Noncompliant cutb ramp Diagonal curb ramp does not have 24" long segment of straight curb tocated on each side ofthe curb ramp and wilhin the marked crossing. Moderate $2,760 $2,750 RMP 3410 RMP3410 BBI 9 Noncompliant curb ramp Diagonal curb ramp does not Iiave 24" long segment of straight curb located on each side of the curb ramp and within the marked crossng. Modarate $2,750 $2,750 RMP 3411 RMP3411 BBI 9 Noncompliant curb ramp Diagonal curb ramp does not have 24" long segment of straight ourb looated on each side of the curb ramp and WitNn ttie marked aossing. Moderate $2,750 $2,750 SERMPstGrandanil Tyler St Alley KTUA533 No curb ramp provided on either side of intersection at alley Moderate $2750 $2,750 SE RMP on Ocean between Cypress and Paatic Ave KTUA649 1 Missing ramp at crosswalk Moderate $2,750 $2,760 SW RMP on Ocean ttetween Cypress and Paafic Ave KTUA650 Missing ramp A crosswalk 1 Moderate $2,750 $2,750 NE RMP on Ocean between Cypress and Padfic Ave KTUA651 Missing ramp tt crosswalk 1 Moderate $2,750 $2,750 NW RIWIP on Ocean between Cypress and Padfic Ave KTUA662 Missing ranp at crosswalk 1 Moderate $2,750 $2,750 SE RMP at Cypress snd Garfield KrUA653 Missing ramp at crosswalk 1 Moderate $2,750 $2,750 NE RMP at Hope Av Alley and Oak KrUA654 1 No curb ramp provided on either side of intersection at aRey 1 Moderate $2,750 $2,760 NW RMP at Hope Av Alley and Oak KrUA655 No curt) ramp provided on either side of intersection at alley Moderate $2,750 $2,750 NE RMP al Jeffereson SI Aley and Oak KTUA666 No curb ramp provided on either side of intersection at aHey Moderate $2,750 $2,750 NW RMP at Jeffereson St Alley and Oak KrUA657 No curb ramp provided on either side of intersection at aHey 1 Moderate $2,750 $2,750 SE RMP at Madison Sl Aley and Chestnut Ave KTUA658 No curb ramp provided on either side ot intersection at alley 1 Moderate $2,760 $2,750 SW RMP at Madison St Alley and Chestnut Ave ICrUA659 No curb ramp provided on either side of intersection at alley 1 Moderate $2,750 $2,750 SE RMP at Madison St Aney and Pahi Av KTUAOeO No curb ramp provided on either ade of intersection at alley Moderate $2,750 $2,750 SW RMP at Madison Sl Alley and Palm Av KTUA661 No curb ramp provided on either ade of intersection at aRey 1 Moderate S2.750 $2,750 sw RMP at Pointsettia Ln and El Camino Real RMP2047 2 asphalt ramp that does not lead to any accesible p o t. conditions appear to warrant the ability to have a comi^iant ramp here 1 Moderate $2,750 $2,750 NW RMP at El Camino Real and HospWy RMP4611 2 05" lip, no truncated dome; insufficient landing, raised ulMity box In p o.t; landing running slope 7.4%; ramp cross slope 5%, running 0 1 026 025 0 25 01 0.96 Moderate $6,550 $2,750 sw RMP al Donna Ct and Chestnut KTUASS? 2 No ramp provided along accessible roite 1 Moderate $2,750 $2,750 SE RMP at Donna Ct and Chestnut KTUASOe 2 No ramp provided along accessible roUe 1 1 Moderate $2,750 $2,750 Sw Rmp At El Camino Real e Collese Blvd RMP10O4 2 U.J H^j.iHjiiuiiunwJuume, siueimieH \sn,jf3 loiiuiiiu, laiiuiiig cross slope 6%, running slope 7%; ramp running slope 12%, cro^ slope 5 3%; 9 5% slope directly ad^cert to slope; crack at pan/road 01 025 0.25 0 1 025 026 01 1.3 Moderate $9,300 $2,760 S Rmp At Island e El Camno Real & Cdlege Blvd RMPl 006 2 no tnjnGated dome, sidefla^e a: 13%; side flare c: 12%; 44" wide pan; 1 r landing between delectable warning of adjacent ramp pork chop ramp 0.26 01 01 025 0.7 SSOO $800 Conrtruction Cttaaorv: Removal Pitching Grinding Scoring Instrt Stript IHino & Construct Ntw Rtmp Rtpltct Rtpair Expand Composite III Ittmt Cempotitt 111 Rtmt FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS Compliance Item iObslnictions Found in on or Near the Ramp Honzontal Spacings or Pavement Divots Up/Uplifts (A/C or Conaete) Deteclable W^ing (Tactile Grooves) Tmncated Dome Striping in Crosswalk or Buller Irom Vetiicular Traffic Lane Pedestrian Ramp Non-existent Field Woili Idenlilied R»np Non-conforming Pan Widlh | Side Flaes (Not fo exceed 10%) Ramp Slopes (Running up llie Pan) Ramp Slope (Slope Across ttie Pan) Landsig Running or Cross Slope ll i 1 B E S g 111 Apex Ramp Used-Protection Itom Vehicular Traffic Movement Insufficient. Dual Directional Needed Slopes ol the concrete gutter adjoining curb ramp (wthin 48' from lop and bottom ol curb ramp) Landing Depth Past the Top of the Pan (4' X 4' required) Composite Scores or Costs Composite Rating Categoty Gross Costs (some double counting occurs) Net Costs (wilti Maximum for ramp replacemeni Locafion Facilitv ID Map Pant T|*r ^Istlno (fondltion item Cost $1,133 $200 tzso $200 $300 $800 $2,750 $2,7S0 $2,780 $2,760 $2,750 $2,750 $2,750 $2,760 $3,000 $360 $500 E Rmp At Island® Ei Camino Real & College Blvd RMPl 006 no truncated dome: 0.5" asphalt lip where road meets bottom of ramp, side flare a 20%, ramp aoss slope 4.8%. 26" landing between detectable warning of adjacent ramp pork chop ramp 0, 025 025 01 025 0.9S Moderat* j3.aoo $2,750 N Rmp At Island @ El Camino Real & College Blvd RMP1007 2 no truncated dome; ramp running slope 12%, 48" landing, landing cross slope 5%; 36" wide pan 025 01 01 01 0.55 Modaratt $300 $300 Nw Rmp Al El Camino Real @ College Blvd RMP1008 2 along edge of truncaled dome due to improper installation, 36" landing; landing njnning slope 6%; ramp cross slope 5%: side flare a: 19% 0.1 01 025 01 025 01 0.9 Madwtt* $6,450 $2,750 Ne Rmp At El Camino Real @ College Blvd RMPl 009 2 0 5" fip; no truncated dome; 0 5" uplift at expansion joint left of ramp, landing mnning slope 7%; rmnp njnning slope 9%, cross slope 5% 01 0.1 Minor $250 $250 Se Rmp At El Camino Real @ College Blvd RMPl 010 2 0.75" lip; no truncated dome; side flare c: 16%; landing njnning slope 5.3%, cross slope 3.5%; 35" landing; 8.3% slope directly adjacent to 025 025 026 01 026 1.1 Moderate 53.650 $2,750 SE RMP at Ruttierford and Faraday RMP1182 2 not compliant 1 Moderate $2,750 $2,760 SE RMPat Orion St and El Camino Real RMPl 221 2 no truncated domes 0.26 0.25 Minor $300 $300 Se Rmp At #204 Pf3 Par @ Yan^ow Dr P-3 RMP1377 '2' 1" lip, no truncated dome, side flare a 17%, 36" landing, landing njnning slope 5 6%. cross slope 3 3%, ramp cross slope 5% 0.26 0.26 025 01 025 01 1.2 Moderate $6,650 $2,760 Se Rmp At #212 Pf2 Par @ Mell^ Griot Biding 1/4 Mi E Of Camino Vida Robie P-15 RMPl 385 2 aoss slope 7%, running slope 4%; 16" landing, tamp running slope 11%. cross slope 4%; side flare c 19% slope. 6% slt^e diredly adjacent to ramp 01 01 0,26 025 01 025 01 2.1 S Major $7,100 $2,750 Sw Rmp At #213 Pr2 Par 1/4 Mi E Of Camino Vida Robie Mdles Gfiot Biding Drive P-16 RMPl 386 2 slope; landing cross slope 10.5%, running slope 12%; 19" landing; ramp cross slope 105%; 41" wide pan, slopes directly adjacent to ramp around 10% 01 01 026 01 0,25 0,25 1 2.0S Major $4,350 $2,750 Ne Rmp At #245 Pr2 Par@ Palomar Oaks Way P-S RMP1415 2 0.75" lip; no truncated dome; 0 25" uplift adjacent to ramp, 40" landing; Ividing cross stope 3 8%, ramp cross stope 3% 0.26 oa Ol 01 0.7 Moderate $550 $560 SE RMP at Chinquapin Av and Royal RMP775 2 no truncated dome, 0.5" lip; non-compliant 1 Moderate $2,750 $2,750 SW RMP at Cfiinquapin Av and Royal Dr RMP776 2 no truncated dome; 0.5" lip; non-comptiant 1 1 Moderate $2,750 $2,760 NW RMP at Chinquapin Av and Stella Ln RMP777 2 no truncated dome; 0.5" lip; ramp running slope 10%, aoss slope 3.5% 01 025 01 01 0.55 Moderate $550 $550 NE RMP at Chinquapin Avand Stella Ln RMP778 2 no truncated dome; 0.25" lip; landing running slope 2.9%, ranp running slope 13%, 36" pan 01 0.26 01 0,25 0.7 Moderate $3,300 $2,760 SW RMP at Valley St and Oah No Ramp Nolsue 1 1 Moderate $2,750 $2,760 Southwest comer of Washington and Wa)nu\ KTUA579 AG06 Noncompliant curb ramp does not connect to an accessible route 1 Moderate $2,750 $2,760 Southwest comer of Pine and KTUA5a2 AF04. AF06 Noncompliant curb ramp does not connect to an accessible route 1 Moderate $2,750 $2,760 NE RMP at Cabrillo PI and Laguna Dr KTUA524 AD06 < No detectable wamings or curt) ramps provided at Cabrillo Race prr\^te driveway 026 1 1.25 Moderate $3,050 $2,760 NWRMP al CatjTillo Pt and Laguna Dr KTUA525 AD06 No delectable warnings or curb ramps provided at Cabrillo Place printe driveway 0,25 1 1.25 Moderate $3,050 $2,760 Southeast curb ramp at Solamar and Carlatjad Blvd. KrUA5fl7 AR12 '. Noncompliant curb ramp is not located within mariied crossing 1 1 Moderate $2,750 $2,760 Southwest comer curt) ramp at Sequoia and Garfield KTUA5S8 A106. AJ06 Top landing cross slopes 3.4%. Side Hares slopes 16.3% and 9.1% Bottom tandir^ slopes 5.9%. C\sb ramp does nc^ connect to an acces8i)le route in any direction. 025 0,25 0.5 Moderate $5500 $2,760 Southwest comer of Pine and K7UA589 AG04 No curb ramp provided where accessible route crosses curb 1 1 Moderate $2,750 $2,760 Southwest comer of Lincoln and V\^lnut KTUA590 AG04 No curb ramp provided where accessible route crosses curb 1 Moderate $2,750 $2,760 between Chestnut and Sycamore KTUA691 AH04 Nonoompliant curb ramp located et crosswalk at Sycamore 1 Moderate $2,750 $2,760 West Bide of Car1st)ad Blvd. between Acacia and Maple KTUA5S2 AH04 Noncompliant curb ramp 1 Moderate $2,750 $2,760 Curb rwnp at southwest comer of Pine Sid Carlsbad Blvd KTUA596 AG04 ramp does not cor^rast visually with adjacent sidewaitt. No detectable wamings provided, Side flares slope 19 3% and 20 1%; vertical offset ti bottom landing is MT high; Crosswalk is not centered on curb 01 1 1 025 0,25 2.6 Major $6,250 $2,760 Northwest comer of Washington KTUA506 AG06 Noncompliant curb ramp does not oonnecl to vi aocesilUe route 1 Moderate $2,750 $2,760 Curt ramp al Southeast comer ofCwtsbad Blvd andHemlo<* KTUA510 AI05 Noncompliant curb ramp NUITmiKHl UUtAlHig lliUVlUtjU UlUUblWdM. biflorporate into curb rsmp worV Coordinate wSh slope and croBS slope requirements a(jOB8 street 1 Moderate $2,750 $2,760 West side of Carlsbad Blvd t)etween RMP 3364 and Sequoia AJ06. AK06. AK07. Two accessible spaces provided with noncompliant curb ramp in between at^acent to lifeguard tower 31 No access aisles provided. No S250 fine waming signage provided 1 Moderate $2,750 $2,760 FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS Conttniclion Cittgory: Rimoval Patching (Ending Scoring Install Stript Dtmo & Conslnict Neiiir Ramp Raplaca Rtpair Expand Compof Itfi all ittms Compotita 111 Ktmt FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS ContpBanee Item Obstnjctions Found in on of Near the Ramp Horizontal Spacings or Pavement Divots Up/UptSls (A/C or Concrete) Ooleclable Warning (TacHe Grooves) Truncated Dome Striping in Crosswalk or Buffer from Vehicular Traffic Lane Pedestian Ramp Non-exislent Field WorK Identined Ramp Non-Confonning PanWidth Side Flares (Not to exceed 10%) Ramp Slopes (Running up the Pan) Ramp Slope (Slope Across the Pan) Landing Running or Cross Slope s 1 E 5I li S E 9k lit Apex Ramp Used-Protection (rom Vehicular Traffic Movement Insufficient. Dual Directional Needed Slopes ol the concreie gutter adjoining curt ramp (within 48" from lop and bottom of curt) ramo) Landing Depth Past Die Top of the Pan (4' X 4' required) Composle Scores or Costs Composite Rating Category Gross Costs (some doiAle counting occurs) Net Costs (IMth Maximum for ramp replacement Map Item Location Facilitv ID Paae Tier Exietlna Condition Note* c»* $1,133 $200 $260 $200 $300 $800 $2,760 $2,760 $2,760 $2,750 $2,750 $2,760 $2,750 $2,750 $3,000 $350 $500 Weal side ol Carlsbad Blvd between RMP 3364 and Sequoia KTUA512 AJ06, AK06, AK07, 1 Two accessible ^aces provided with noncompliant curb ramp in between adjacent to lifeguard tower 32 No access aisles provided ^0 S250 fine waming signage provided 1 Moderate 12,760 $2,750 between RMP 3364 and Sequda iaUA513 AJ06. AK06, AK07, 1 Two accessible spaces provided witti noncompliant curb ramp «i between adjacent lo lifeguard tower 33 No access aisles provided. No 5250 fine waming agnage provided Modarate 12.760 $2,760 West 8<de Of Carlsbad Blvd between RMP 3365 and RMP 3364 ICrUA514 AN 08, AN 09. AM08 Two accessible spaces provided witti noncomphant curb ramp In between. No access aisles Frovided No £250 fine wamins ^nage irovided. Moderate $2,750 $2,750 Notlheasl curt) ramp at Solamar and Carlsbad Blvd KTUA615 AR12 1 Noncomplianl curb ramp is not located within marked crossing 1 Moderata 12,750 $2,750 Ponto Of. KTUASie AW14 1 noncompliant curb ramp provided between bus stop adjacent to RMP 2216 and Breakwater 1 Moderate $2,750 $2,750 Ponto Dr iaUA617 AW14 1 Toncompliant curb ramp provided between bus stop adjacent to RMP 1 Moderata $2,760 $2,750 Ponto Dr, KrUA618 AW14 1 noncompliant curb ramp provided betvreen bus stop adjacent to RMP 2216 and Breakwater 1 Moderata $2,760 $2,760 Ponto Dr KTUA619 AW14 1 noncomplianl curb ramp provided between bus slop adjacent to RMP 1 Moderat* $2,750 $2,750 Ponto Dr ICrUA520 AW14 1 noncompliant atfb ramp provided between bus stop adjaoent to RMP 2216 and Breakwater 1 Modarate $2,750 $2,760 and East Carlsbad Blvd . East or RMP 2215 KTUA621 AW14 1 Noncompliant curb ramp 1 Modarate $2,750 $2,760 SE RMP Bt Walnut and Garfeld KTUA568 AG04 1 No curb ramp provided where accessible route crosses curb No improved walking facilities wittiin the pMic right of vrey al SE comer of Walnut and Garfield 1 Moderate $2,750 $2,760 NE RMP at Pine and Uncoin ICrUA569 AG04 1 No ourb ramp provided where accesible route crosses curb No improved walking ^duties within the public right of way at NE comer of Pine and Lincoln 1 Moderate $2,750 $2,760 NW RMP at Uncoin and Walnul KTUA570 AG04 1 No curb ramp provided where accessible route crosses curb No improwd walking faalilies within 9ie public nght of vcay at NW comer of Lincoln and Walnut 1 Moderate $2,760 $2,760 NW RMP at Pine and Lincoln KrUA671 AG04 1 No curb ramp provided where accessible route crosses curb No improved walking faalibes within the public right of way at NW comer of Uncoin and Pine Modarate $2,750 $2,750 NW RMP at Sequoia and Ganield KrUA576 AI06 1 No curb ramp provided where accessible roiAe crosses curb 1 Modarate $2,750 $2,750 SE RMP Bt Redwood and Garfield KTUA677 AJ06. AI06 1 No curb ramps provided where accessible route aosses curb No improved walking facilities within the public right of way al SE comer of Redwood and Garfield 1 Moderate $2,750 $2,750 NW RMP al Breakwater and Cadsbad ICrUA578 AWI 4 2 Crosswalk does not connect to an accessible route or curb ramp on vrast skie of Cartsbad Blvd 1 $2 « 760 $2,750 N(E RMP at El Camino Real and Camino Vida Robie KTUA599 204 2 compliant 0 Zonfomtlni $2 « 0 $0 S/E RMP at El Camino Real and Camino Vida Rotjie KTUA600 204 2 compliant 0 >>ntonRln) $0 $0 NE RMP at Randio Santa he RoBd and 7750 Rancho Santa Fe Roed Driveway KTUA601 260 = compliant 0 Conform lltl SO $0 SERMPalRancboSantaFe Road and 7750 Rancho Santa Fe Roed Dnveway KTUA602 260 2 compliant 0 >>nfonnini so $0 SW RMP at 7730 Rancho Santa Fe Rd along La Costa Ave Dnveway KrUA604 260 2 ra truncated dome, wom texture; 0 25" lip 0 1 025 0.36 Minor $550 $660 N/E RMP at Colcge and Sa* KTUA606 14, 2 No truncated dome; 0.5" lip 0 1 025 0.36 Minor $550 $560 S/E RMP at College and Salk KTUA607 141 2 No truncated dome; texture 025 0.26 Minor $300 $300 N/E RMP on Plaza Dr and El Camino Real KTUAeoa 4 2 ra truncated domes or detectable wamings. 1 ' 2 Major $550 $650 N/E Rmp at El Camino Real and shopping center road KTUA609 2 not compliant 1 1 Moderate $2,760 $2,760 NW RMP at El Camino Real snd Plaza KTUA610 4 2 no truncated dome; no detectable wamings; no texture 1 1 2 Major $550 $650 SE Rmp at El Camino Real and PlazB Dr KTUA611 2 no truncated domes or detectable wamings. 2 Major $550 $660 SE Rmp at El Camino Real and shopping center road KTUA612 2 not compliant 1 Moderata $2,760 $2,750 SW RMP at El Camino Real and Plaza Drive KTUA613 2 rto truncated dome; no te»ture; 43' pan 0,25 01 0.35 Minor $300 $300 and 6155 North Pointe Tedi KrUA614 176 2 notcomplranl 1 Medentii $2,750 $2,750 Construction Cittaorv Ramovil Patching GiiiMling Scorinfl Inttall SIrtp* Dtmo & Construct Naa Ramp Rapiaca Rapalr Expand ComDOsHeall Itams ComDOSlt* ill tt*in« FOCUS AREA 'A' on Of Near Ihe Pavenent jete) 1 r Buffer Inom sxisteni amp Non-1 f up the Pan) OSS the Pan) ISS Slope 1 iCh Apron bottom of curt) ctionltom lent Insuffictent, 1 If iu S 3 E TopollhePan , IS lie counting Rforramp PRIORITY LEVEL 3 CURB RAMPS Compliance Berr Obstructlofis Found in > Ramp Horizonlal Spacings or Oivots % 1 ! Deteclable Warning (Tl Truncated Dome SIrping in Crosswalk oi Vehicular Traffic Lane Pedeslnan Ramp Non^ ^! li PanWirfth Side Flares (Not to esd Ramp Slopes (Running Ramp Slope (Slope ACT -anding Running wCro 11 li " 1 1^ ii' 1 i. *pex Ramp Used-Prole /ehicul» Traffic Moven )ual Directional Needer Slopes of the concretes Jiiti ramp (within 48" Irt anding Depffi Past ffie kxifiosils Scores or Cc Composite Rating Calag iross Costs (some dout ccurs) et Costs (witti Maximuii iplacement mMu.. u..ai Facilitv ID Page Existffifl Condition 1 Iter Noto^ 1 Cost $1,133 t2oa $250 $200 $300 $800 $2,750 $2,750 $2,750 $2,750 $2,750 $2,750 $2,750 $2,750 $3,000 z la and 6197 North Pointe Tech KTUA615 176 2 surface slope: 8.8%. landing 36" with 2 6% cross slope; no truncaled domes 025 0 1 0.35 WE RMP at El Canino Real md 6^4 EL Camino ReaJ ICTUA616 236 2 non-compliant 1 N/E RMP at El Camino Real and Swallow Lane KTUA617 228 2 non-compliant aosswalk is in need of repair, cracked and broken A/C, drainage swale oroM slope exceeds 2% 1 S/E RMP al El Camino Real and 6994 EL Camino Real KTUA61S 236 2 non-compliant fire hydrant blocks ramp as it is located in the middle ofthe ramp 1 S/E RMP at El Camino Real and Swallow Lane KTUA619 229 2 non-comp(iant 1 NE RMP at El Cmnino Real and La Costa Town Center KrUA620 357 2 no truncated dome; 0 25" lip; landing runninfl slope 4% 01 026 01 0.4S Moderat* $560 NW RMP et El Camino Real and La CoBtB Town Center SE RMP al 7730 Rancho Santa" KTUA621 257 ' no truncated dome; 0 5" lip; 44" pan; 35 5" landing 01 01 0.25 0.46 Fe Rd along La Costa Ave Driveway KTUA622 260 2 no truncated dome; wom texture; curb broken up al ramp 025 0.25 SE RMP at El Camino Real wid La Costa Town Center SW RMP at 7730 Ranotio Santa KTUA633 257 2 no truncated dome; ramp running slope 5 7%; 34" landing; 2-7% slope leading to ramp 0.25 026 0.5 Moderate Fe Rd soutti driveway along La Costa Ave ICTUA624 260 2 no truncaled dome; large cracks 0.26 »00^ RMP at Park Dr and WicWiam Way (Hosp Grove Parh) KTUA627 21 2 non-compliant 1 RMP al Part( Dr and Wickham Way (Hosp Grove Park) KrUA628 21 2 non-compliant 1 RMP at Park Dr. and VWckham Way (Hosp Grove Perk) KTUA639 21 2 non-compliant 1 S/W RMP on Monroe SI ICrUA632 21 2 non-compliant 1 ^^'^^ S/W RMP ti College and Salk KTUA634 141 2 new, truncaled dome, ramp cross slope: 5.5%; landing running ^ope 8.4% 0.25 0.25 N/W RMPal Donna Dr and Basswood KTUA637 45 2 No truncated dome; wom te<ture; 0.5" lip; ramp running slope: 11.8%; landing running slope 5.6% 01 025 0,25 0,25 0.85 N/W RMP at Coflege and Salk KTUA641 141 2 Truncaled dome, texture, new N/W RMPofMaron and Jefferson RMP14 2 non-compliant A/C at both sides of access ramp 1 $0 S/E RMPofMan^ and Jefferson RMP15 2 2 No truncated dome, separaHon of curb 025 0.25 S/W RMP of Man-on and Jefferson RMP16 2 2 non-compliant 1 $300— N/E RMP Of at Marron and Jefferson RI^P17 2 2 No truncated dome, no detectable wamings; Landing cross siope:34% 1 01 S/E RMP at Monroe and Marron RMP18 10 2 No truncaled dome; grooved pan; 1" ip 0.25 026 N/W RMP at Monroe and Marron RMP19 10 ' No truncated dome; no texture; 20" wide landing 025 035 N/E RMP of Man^on at 1860 Man^on (entry drive) RI^P30 10 2 No trwcaled dome, 05" lip; chipped curb, separation of curb PEih of travel shoidd be replaced and re-evaluated 01 035 0.35 .800 N/W RMP on Manon et 1850 Marron RMP31 10 No truncated dome; 0 25" lip; ranp rurming slope: 96% Ol 025 01 0.46 $550 N/E RMP at Monroe and Marron RMP50 10 2 0 S/W RMP at Monroe and Marron RMP61 10 No tnmcaled dome; grooved pan; 0.5" lip 01 0.25 0.36 $0 N/W RMP at Highland and Yourell RMP64 19 Ho truncated dwne; 0 5" lip; Landing cross slope: 3% 01 026 01 0.46 NW RMP on Monroe St RI^P22 21 wi-complianl 1 S/E RMP on Monroe St. (Dnveway entrance) RMP32 21 2 »mpliant expect for lack of landtng 026 0.26 N/E RMP on Monroe St. (Dnveway entrance) RI^P33 21 2 on-compliant ath of travel should be replaced 1 1 Modarat* 52,750 $500 $2,750 FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS Construction Criiaorv: Rtmovri Pitching Grinding Scoring Install Stript Dtmo & Construct Nsw Ramp Rsplact Rspair Expand Composlts all Itsms Composlts sy Itsms FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS Compiiawe Item Obstructions Found in on or Near the j Horizontal Spacings or Pavement Divots s i Deleclablo Waming (Tadile Grooves) TfUfK^ated Oome Stiping in Crosswalk or Buffer from Vehicular TrafTic Une Pedestian Ramp Non-existent Field Work IdenSlied Ramp Non-Conftirming Side Flares (Nol lo exceed 10%) | Ramp Slopes (Running up the Pan) Ramp Slope (Skipe Across the Pan) Landing Running or Cross Skipe (wilhin 4«' from top and bottom of curb Apex Ramp Used-Protedkm from Vehttular TraBk; Movement Insufficient. Dual Directional Needed Skipes ol the concreie gutter adjoining curb ramp (within 48' torn lop and botlom of curb ramo) Landing Oeplh Past the Top ol the Pan (4' X 4' required) Composite Scores or (kisls Composite Rating Categoty Gross Costs (some double counting occuis) Net CosIs (wlh Maximum for ramp replacement Mao Itm Location Facilitv ID Paaa Tier Existina Condition Notaf c«* $1,133 $200 $260 $200 $300 $800 $2,760 $2,750 $2,760 $2,760 $2,750 $2,750 $2,750 $2,750 $3,000 $350 $600 S/E RMP on Monroe Sl (Driveway exit) RMP34 2, 2 non-complianl Patli of travel should be replaced 1 Moderata S2750 $2,750 N/E RMP on Monroe St, (Driveway e)(il) RMP35 21 2 non-comptiant 1 Modarate J2,750 $2,760 S/E HMP on Monroe St, (Hosp Grove Picnic Area Driveway) RMP36 21 2 3.8% cross lope Patti of Iravet cross slope: 6.6% 025 0.25 Minor J2,760 $2,760 N/E PMP on Monroe St (Hosp Grove Picnic Area Dnveway) RMP37 21 2 compiant 0 Tonformlni SO $0 S/W RMP at Las Flores off-ramp 011-5 RMP66 28 2 6 4% cross slope: no truncated dome Patti of travel has broken AA: 026 0,26 0.5 Modarate S3 060 $2,760 S/E RMP at Las Flores off-iainp or 1-5 RMP67 38 2 7 8% cross slope; 16% running slope at ramp; no truncated done 026 0,25 0,25 0.75 Moderate 55.800 $2,750 N/W RMP at Woodridge Ct. and Hosp Way RMPS5 32 2 norvcomptiant; no landing, no tnjncated dome, no level pan 1 Moderate $2,750 $2,760 N/W RMP at Monroe and Hosp Way RMP33 32 2 non-compliant insufficient landing depth; trimcated dome does not go (i\ the way to grooves 1 Moderate $2,750 $2,750 N/E RMP at Monroe and Hosp Way RMP24 32 2 1" lip; insuffictent Isiding depth; no buncated dome Two Facility IDs in GIS database 0,26 0.36 ot 0.6 Moderate $1,050 $1,050 S/W RMP at Monroe and Hosp way RMP26 33 2 non-compliant 1 Moderate $2,760 $2,760 S/E RMP al Monroe and Hosp Way RMP30 32 2 non-compliant Path of travel should be replaced 1 Moderate $2,750 $2,760 NAW RMP at Cedanwood Way and Hosp Way RMP81 33 2 non-compliant 1 Moderate $2,750 $2,750 S RMP at Cedarwood Way and Hosp Way RMP82 33 2 non-compliant Path of trav^ should be replaced 1 Moderate S2.750 $2,760 S RMP at Brentwood a and Hosp Way RMP83 33 2 non-comptiant 1 Moderate $2,760 $2,750 S RMP at Woodbiidse Cl and Hosp Way RMP84 33 2 No tmncated dome; slewed landing; uplift at sidewalk 0 1 035 01 0.46 Minor $550 $660 N/E RMP at Woodbiidge Ct, and Hosp Way RMP66 33 2 non-compliant uplift at storm drain just west of ramp 1 Moderate $2,750 $2,750 NAM RMP at Brentwood a, and Hosp Way RMP87 33 2 non-compliant 1 Moderate $3,750 $2,750 N/E RMP al Brentwood a and Hosp Way RMP88 33 2 non-compliant 1 Moderate $2,750 $2,760 N/E RMP at Cedafwood Way and Hosp Way RMP89 33 non-compliant 1 Moderate $2,750 $2,760 NW RMP af Westwood and Blenkame Dr RMP474 34 no tmncated dome; no texture, 0.2&"lip, 30" landing; ramp running slope 9% 01 0,26 01 01 0.65 Moderate $1,060 $1,060 SW RMP al Westwood and Blenliama Dr RMP475 34 2 no tmncated dome, wom texture; 0 5" Sp, 32" landing; landing cross slope 3 9% 01 0,35 01 0,1 0.65 Moderate $1,060 $1,050 SE RMP at Westwood and RMP478 34 2 no truncated dome, no texture; 0.5" lip; ramp mnning slope 11%; landing mnning slope 13.2% 0 1 0,35 01 026 0.7 Moderate $3,300 $2,750 NE RMP al Westwood and RMP479 34 2 no texture, 0.5" lip; broken concrete wtiere road meets ramp; 0.5" uplifl at walk; landing cross slope 5.6%: ranp running slope 13.7% 01 0,25 035 0.6 Moderate $5,750 $2,750 8E RMP al Blenkame and Tniesdell RMP477 44 2 no tmncated dome; 0 5" lip; wom texture: ramp cross slope 9.5%; tending njnning slope 12%, CTOSS stope 5.2% Ol 0,25 0,26 026 0.S5 Moderate S6O50 $2,760 N/E RMP at James Dr and James Ct RMP618 55 2 No truncated dome, no texture, 1" lip; landing cross slope: 31%; 30" landing 01 026 01 01 0.56 Moderate $1,060 $1,050 S/E RMP at James Dr and James Ct RMP5^9 55 2 r lip; no tmncated dome; no texture; 32" lending; landing cross slope: 3% 0,35 026 01 Ol 0.7 Moderate $1,060 $1,050 NE RMP at James Dr and Oak RMP482 56 2 no detectabte warning; 1' lip; no landing 035 036 0,35 0.76 Moderate $950 $950 NW RMP al James Dr and Oak RMP4S3 56 2 no tmncated dome; 6" grooves, 15% mnning slope 0-1 0,25 0.36 Minor $550 $660 NE RMP at Valley St and Bonita Ln-RMP503 56 2 no tmncated dome texture 0 ff" Sp 01 0,25 0.35 Minor $550 $550 SE RMP at Valley St and Bonita Ln-RMP504 56 2 complient 0 Tofifonnlni SO $0 NE RMP al Valley SI. and Valley RMP606 56 2 na tmnotied dome; 0 5" lip; sidevnlk ends at east md Ol 0,26 0.35 Minor $550 $650 -a Conrtruction CttMOiy: Rtmovtl Patching Grinding Scoring Instsll Strips Dsmo & Constmct Nsw Rsmp Rsplses Rspsir Expsnd Composlts sll Itsms Composlts sll Itsms FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS COfnpliarKe Item Obstructions Found in on or Near the Ramp 1 Horizonlal Spacings or Pavement Oivots ljpftJplilts(WC Of Conaele) Deteclable Warning (Tactile Grooves) Tnincatetl Dome Striping in Crosswalk or Buffer Ihoni Vehicular Traffic Lane Pedestrian Ramp Non-existent Field Work Idenlilied Ramp Non-Contonning PanWidth Side Flares (Not to exceed 10%) Ramp Slopes (Running up the Pan) 1 Ramp Stope (Stope Across the Pan) Landing Running a Ctoss Slope Kamp Slopes 01 Approach Apron (within 48' Irom lop and bottom ol cutb Apex Ramp Used-Protecdon from Vehicular Traffic Movement InsufficienL Dual Directtonal Needed Slopes ol the concrete gutter adjoining curb ramp (wilhin 48" from lop and bottom of cutb ramo) Landing Depth Past the Top of Ihe Pan (4' X 4' required) Composite Scores or Costs Composite Rabng Category Gross CosIs (some double counting occurs) Net Costs (with Maximum lor ramp replacement Facilitv ID SSae. Paae Tier Existina Condition $1,133 $200 $260 $200 $300 $800 $2,760 $2,750 $2,760 $2,760 $2,750 $2,750 $2,760 $2,760 $3,000 $360 $600 SE RMP al Valley Sl anti Valley 56 2 1" lip. no tmncated dome, texture, ramp running dope 9.3% 025 035 0, 0.6 Mo<ter^« S550 $550 NW RMP al Chestnut Av and Highland Dr RMP571 67 2 no truncated dome; 0 5" lip; ramp cross slope 6.3%; landing running slope 9 8%; no adewalk to ere side of ramp; 21.5" landing cracked p.o.t just off sidewalk Ol 026 035 025 025 1.1 Mod orate $6,550 $2,760 S/E RMP al Hishland and Basswood RMP611 67 3 No tnjncated dome; wom texture; 0 5" lip; landing cross slope: 7%; 33" landing <viBiable) Ol 026 026 01 0.7 Mod«rat9 $3,800 $2,760 3/W RMP al James Or and Basswood RMP563 68 2 No truncated dome; wom texture; 0.5" lip; ramp cross slope; 4%; tending njnning sieve: 3.2% 01 0.25 01 01 0.55 Modonitt J550 $560 N/E RMP at James Dr, and Basswood RMP664 68 2 non-compliant 1 1 Moderate $3,760 $2,760 S/E RMP at James Dr, and Basswood RMP566 68 2 lexture; no truncate(t dome; 1" lip large chunk missing In pan 0,1 025 0,25 0.6 McKterate $750 $760 N/WRMPalJamesDr and Basswood RMP513 68 2 non-compliant 1 Moderate $2,750 $2,760 NE RMP al Woodland Wy and Chestnut RMP556 78 2 no truncated dome; wcm texture; 0.25" lip; ramp running slope 12% 01 0,25 01 0.46 Minor $550 $560 SAM RMP at Woodland Way and Chestnut RMP567 78 2 no ramp 1 Moderate $3,750 $2,760 NAIV RMP at Woodland Way and Chestnut RMP558 78 2 no truncated dome; no texture; 0 5" lip; 40" landing; 41" pan; ramp running slope 14.6% 01 0,26 0.35 Minor $650 $660 NE RMP al Spanish Wy snd Chestnut RMP574 76 2 no truncated dome; no teiture; landing njnning slope 7%; ramp cross stope 7%; water meter box lid broken and uplill east of ramp; 34" tending 0,26 035 026 Ol 0.85 Moderate $6,300 $2,750 NW RMP at Spanish Wy and Chestnut RMP676 78 2 no tmncated dome; no texture; ramp cross slope 11%; Iwiding mnning slope 9.3%; p.o.t. aaoss Itie street generally in bad shape; 35" landing 025 0,36 0,26 0 1 0.85 Moderate $6,300 $2,750 NE RMP 81 Tamaradi Av and PoUyLn RMP762 88 2 no tmncated dome, no landing; p.o.t. needs replacing; ramp running slope 10.4%, cross slope 7 3% 0,25 01 026 026 0.85 Moderate $3,560 $2,760 NW RMP al Tamara* Av and Poly Ln RMP763 88 = non-compliant 1 Moderate $2,750 $2,750 NW RMP al Adams 81 and Chinquapin Av RMP768 99 2 no tmncated dome; 0.5" lip, ramp cross slc^e 5 9%; tending cross ^ope 4.9%, mnning slope 2.8% ; 24" landing major gap in p o t ; p o t. diagonal 01 0,K 0,25 0,1 025 0.95 Moderate $3,800 $2,750 Chinquapin Av RMP769 111 2 no tmncated dome; 0.5" lip; non-compliant 1 1 Moderate $2,760 $2,760 SW RMP at CNnquapin Av and Hanison Sl RMP866 1,1 2 no tmncated dome; 0.5" lip; 6" grooves 2"gap acrossp o t 01 01 0-35 0.45 Minor $750 $760 RMP 3630 RMP36» AC06 ^ No detectable wamings provided at curb ramp; Transition at bottom tending is not Husli; Curb ramp slopes 11.4%; Side flares slope 19.7% and 12.5% 01 035 035 Ol 0.7 Moderate $3,200 $2,760 RMP 152 RMP152 ADOS Noncomptiant curb ramp 1 Moderate $2,760 $2,760 RMP 153 RMPl 53 ADOS 1 NoncompliBnt curb ramp 1 Moderate $3,750 $2,750 RMP 150 (Northwest comer of Davis Ave, and Laguna Or,) RMPl 50 ADDS Noncompltant curb ramp does not cwinect to an aocessible roiie on eiltier side of Davis Ave. or Laguna Dr. 1 1 Moderate $3,750 $2,760 RMP 286 RMP295 AF03 Noncompliant curb ramp 1 Moderate $2,750 $2,750 RMP 290 RMP29g AF03 1 Noncompliant curb ramp 1 Moderate $3,750 $2,760 RMP 301 RMP301 AF04 Noncompliant curb ramp is not loceted wRhin marlted crossing 1 Moderate $3,750 $2,750 RMP 287 RMP397 AG03 SoiAh end of Ocean St. ends at beach access driveway No detectable wamings provided, tiowever this area Is nol designed as a curb ramp 035 0.26 Minor $300 $300 RMP 286 RMP396 AG03 1 Noncompliant curb ramp 1 Modeiste $2,750 $2,760 RMP 380 RMP3g0 AG04 Deteclable vramings are noncomplianl, Transilion at bottom landing is 1/2' higti, Crack at top landing causes a gw greater than 1/2" wide; Bottom landing slopes 6.2% 01 01 01 0.3 Minor $900 $900 RMP 379 RMP379 AG04 Noncompliant curb ramp 1 1 Moderate $2,760 $2,760 RMP 380 RMP380 AG04 1 Noncompliant curb ramp 1 Moderate $2,750 $2,760 RMP 3«1 RMP3S1 AG04 Noncompliant curb ramp 1 Moderate $2,750 $2,760 RMP 391 RMP391 AG04 Noncompliant curb ramp 1 Moderate $2,760 $2,760 Conrtruclion Ci Rsmovsl Patching Grinding Scoiing Install Stript Dsmo & Constniet Nsw Ramp Rsplses Rspair Expand Composlta sll Itsms Composlts all Ittms FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS Compfiance Hem Obstructions Found in on or Near Ihe Ramp Horizontal Spacings or Pavement Oivots Lip/Uplilts (A/C Of Concrete) Detectable Warning (Tactito Grooves) Tnincated Dome Striping in Crosswalk or Buffer from Vehicular Traffic Lane Pedestrian Ramp Non-existent Ftold WofK Idenlilied Ramp Non-Conlbmiing PanWidffi Side Flares (Not to exceed 10%) Ramp Slopes (Running up the Pan) Ramp Slope (Slope Across Ihe Pan) Landing Running or Cross Slope (within 43' from lop and bollom of cutb Apex Ramp Used-Protection Irom Vehiculaf Traffic Movement InsufficienL Dual Directional Needed Slopes of the concreie gutter adjoining curb ramp (within 48" from top and botlom of curt) ramo) Landing Depth Past the Top of Ihe Pan (4' X 4' required) Composile Scores or Costs Composite Radng CategoY Gross Costs (some double counting occurs) Net Costs (iMth Maximum for ramp replacemeni LoeaBen Facilitv ID Mao Existino Condition Not.. Itenr »1,133 $200 $260 (200 $300 ssoo $2,760 $2,7S0 $2,760 $2,7S0 $2,750 $2,760 $2,760 $2,750 $3,000 $350 $500 RMP 400 RMP4CX) AG04 Noncompliant curb ramp 1 Moderata S2,750 $2,7S0 RMP 383 RMP383 AG04 1 Noncomfriiant curb ramp 1 Modarate S2,750 $2,760 RMP401 RMP401 AG04 >Joncom pliant curb ramp 1 Modarata J2.750 $2,750 RMP 384 RMP3S4 AG04 1 'Noncompliant curt ramp 1 Modarata S2.750 $2,760 RMP 386 RMP385 AG04 1 Noncompliant curb ramp 1 Modarate 53,750 $2,750 RMP 386 RMP386 AG04 1 'Noncompliant curb ramp 1 Moderate 12.750 $2,750 RMP 387 RMP387 AG04 1 Noncompliant curb ramp 1 Moderate S3,750 $2,760 RMP 388 RMP388 AG04 1 Noncompltant curb ramp 1 Moderate 12.760 $2,750 RMP 388 RMP360 AG04 Nonoompliant curb ramp noncompliant; Side flares are noncompliant; Top landffig is noncompliant, Curij ramp does not contrast with adjacent sidewalk 1 Moderate t2,750 $2,760 RMP 382 RMP3S2 AG05 1 Noncomplianl curb ramp 1 Moderate J2,760 $2,750 RMP 392 RMP392 AG05 Noncompliant curb ramp 1 Moderate $2,750 $2,750 RMP 393 RMP3S3 AH 06 Noncximpliant curb ramp 1 Moderate J2,750 $2,760 RMP 394 RMP394 AH 05 1 Noncomplianl curb ramp 1 Moderate 53,750 $2,760 RMP 417 RMP417 AH 06 1 NoncomrHianl curb ramp 1 Moderate 53,750 $2,760 RMP 415 RMP415 AH06 Noncomptiant cutb ramp 1 Moderate 52.750 $2,750 RMP 395 RMP395 AH05 1 Noncompliant curb ramp 1 Moderate 52.750 $2,750 RMP 396 RMP3g6 AH 06 1 Noncompliant curb ramp 1 Moderate 52.750 $2,750 RMP 397 RMP397 AH 06 Noncompliant curb ramp 1 Moderate 52.760 $2,760 RMP 388 RMP398 AH 05 1 Noncompliant cutb ramp 1 Moderate 52,750 $2,760 RMP 398 RMP399 AH05 1 Noncomplianl ojrb ramp 1 Moderate 52,750 $2,760 RMP 454 RMP454 AH07 1 Nonoonpfiant cutb ramp 1 Moderate S2.750 $2,760 RMP 453 RMP453 AH07 1 Noncomplianl curb ramp 1 Moderate 52.750 $2,760 Southwest comer of Sheridan and Tamarack RMP469 AH08 1 Noncompltant curb ramp Curt) ratnp only connects wilh wesl side of intersection and is desgned as a diagonal curt) ramp 1 Moderate 52.750 $2,760 RMP 458 RMP458 AH08 1 No detectable wamings provided, curb ramp does not conlrast with adjacent sidewalk, vertical offsei at bo\iam landing is 1/2" high, mailboxes in side flare are a protnjding object Curt) ramp only connects wilh west side of intersectkjn snd is designed as s diagonal curt) ramp 0 1 0 1 035 0.4S Minor 51.683 $1,683 RMP 461 RMP461 AH08 Noncompliant curb ramp Curt) remp only connects with west srde of ^tersectnn and is designed as a diagonal curt) ramp 1 Moderate 52.750 $2,750 RMP 460 RMP460 AHOB Noncompliant curb ramp Curt) remp only connects with ivest side of krtersection snd is designed as a diagonal curt) ramp Moderate 52.750 $2,750 RMP 418 RMP418 AI05 1 Noncompliant curb ramp 1 Moderate 52,760 $2,750 RMP 419 RMP419 A105 1 Nonoompltani curb ramp 1 Moderate 52,750 $2,760 RMP 420 RMP430 AI06 1 Nonoompliant curb ramp 1 Moderate 52.760 $2,760 RMP 436 RMP436 AI06 1 Noncomplianl ojrb ramp 1 Moderate 52.750 $2,750 RMP 433 RMP433 Aloe 1 Nonoompliant c»jfb ramp 1 Moderate 52.760 $2,760 Construction Cittaorv: Rsmovsl Pttehing Grinding Scoring Install strips Dtmo & Construct N*w Ramp Rsplses Rspsir Expsnd Composlts sll Itsms Composlts sll Rsms FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS Obslmctions Found in on or Near ttie Ramp Horizontal Spacings or Pavement Divots Lip/Uplills(A«; or Concrete) | Detectable Warning (TactHe Gfooves) Tnjncated Dome Stiping in Crosswalk or Buffer from Vehicular Traffic Lane Pedeslnan Ramp Non-existent Field Work IdenMed Ramp Non-Conlwming i 1 Side Flaes (Not to exceed 10%) | Ramp Stopes (Running up ttie Pan) j Ramp Slope (Slope Across ttie Pan) Landing Running or Cross Slope 8 II 5 1 It 5 1 til Apex Ramp Used Pioteclion from Vehiculaf Traffic Movement InsufficienL Dual Direclional Needed Stopes of the concrete gutter adjoining 1 cutb ramp (wthin 48" from lop and j bottom of curb ramol i Landing Deptti Past ttie Top of Bie Pan (4' X 4' required) Composite Scores or Costs Composite RaGng Calegoiy Gross CosIs (some dotiile counting occurs) Net Costs (iMtti Maximum for ramp replacemeni liTlffI?" Facility 1^ Mao Pa^ia Vf ^istff^fl 90n<^ition Ham CsC $1,133 $200 $250 $200 $300 $800 $2,760 $2,760 $2,750 $2,750 $2,750 $2,760 $2,760 $2,750 $3,000 $350 $500 RMP 423 RMP423 AI06 Noncomplianl curb ramp Moderate t2.750 $2,750 RMP 426 RMP426 AI06 ' Noncompliant curb ramp Modarate S2.750 $2,760 RMP 427 RMP437 AI06 1 Noncompliant curb ramp Curt ramp is placed lo oonnecl to Hemlock, but not GsrUdd Moderate S2.750 $2,760 RMP 430 RMP430 AI06 1 Noncomplisnt curb ramp 1 Moderate S2,750 $2,760 RMP 457 RMP457 AI07 1 Two noncompliant curt ramps are lo<»ted at the south end of the Moderate 12.760 $2,750 RMP 456 RMP456 AI07 1 Noncomplianl curb ramp 1 Moderate 12.760 $2,750 RMP 456 RMP466 AI07 Nonoompliant curb ramp Moderate S2,750 $2,760 RMP 467 RMP467 AI08 < NOTCompliant curb ramp 1 Moderate 12,750 $2,750 RMP 466 RMP46a AlOe 1 Noncompliant curb ramp 1 Moderate 12,760 $2,750 RMP 470 RMP470 AI06 Noncompliant curb ramp Moderate S2.750 $2,760 RMP 469 RMP469 AI08 1 Noncompliant curb ramp Moderate J2.760 $2,750 Northwest oomer of Jefferson and Chinriuapin RMP471 AI08 Noncompliant curb ramp 1 Moderate t2.750 $2,760 RMP 464 RMP464 AlOS 1 Nonoompliant curb ramp Mixterate J2-750 $2,760 RMP 465 RMP466 AI08 NoncomF^ant ojrb ramp 1 Moderate 12,750 $2,750 RMP 463 RMP463 AI08 Noncompliant curb ramp 1 Moderate S2,750 $2,760 RMP 463 RMP462 AI08 Noncompliant curb ramp 1 Moderate J2,760 $2,750 RMP 473 RMP473 AI09 Noncompliant curb ramp 1 Moderate J2,750 $2,760 RMP 446 RMP446 AJ06 Noncompliant curb ramp 1 Moderate J2,750 $2,750 RMP 443 RMP443 AJ06 Noncompliant curb is not parallel to path of travel and only connects to opposite curb ramp on Chinquapin 1 Moderate t2.750 $2,760 RMP 442 RMP442 AJ06 Noncompliant curb ramp ramp provided on noilh side of street and curb ramp only connects to east side of Garfield 1 Moderate J2,750 $2,760 RMP 431 RMP431 AJ06, AI06 Noncompliant curb ramp Moderate 12.750 $2,750 RMP 428 RMP42S AJ06. Noncompliant curb ramp Moderate !2,750 $2,750 RMP 429 RMP429 AJ06, AI06 Noncompliant curb ramp Moderate S2,750 $2,750 RMP 434 RMP434 AJ06. AI06 Noncompliant curb ramp Moderate $2,750 $2,760 RMP 436 RMP435 AJ06, Noncompliant curb ramp 1 Moderate S2.750 $2,760 RMP 446 RMP445 AJ06. AI07 No detectable wantngs provided, curb ramp does not contrast with adjacent sidewaHt, vertical offset at bottom Imding is 3/4" high, cross slope is 4 7%, ^ooved border is 1" on center 025 0.25 01 0.6 Moderate S560 $660 RMP 444 RMP444 AJ06. AI07 Noncompliant curb ramp is not positioned in direction of travel 1 1 Moderate 53.000 $3,000 RMP 447 RMP447 AXI7 Noncompliant curb ramp does not connect lo an accessible route in any direction 1 Moderate t2.750 $2,750 RMP 466 RMP466 AJ08 Noncomplianl cuib ramp 1 1 Moderate t2,760 $2,760 SE RMP at Jeftesson snd Chinqiiapin Ave RMP472 2 Ramp mnnning slope 7.2% RAMP IS DIRECTIONAL 0 inform Ini $0 $0 SE RMP Bl Nautical Dr. and Nautical Ln. RMP738 Ramp has No grooves or Truncated domes; Flwe A 9 8%; Ramp Slope 11.7%; gutter slope 12.5%; No landng 1 01 0.26 2.36 .Mt** $860 $860 oca Conttntctlon Cat«aorv: Rsmovii Patching &irKting Scoring IntWI SMpt Du)o& Construct N«w Ramp Raplin Rtpair Ei^and Compoiita all Ittmt Compositt all Ittms FOCUS AREA 'A' PRIORITY LEVEL 3 CURB RAMPS Comptonce Item Obstructions Found in on or Near the Ramp Horizontal Spacings Of Pavement 1 Divots Lip/Upms (A/C or Concrete) Detectable Waming (Tactile Grooves) Tnincated Oome SIriping in Cnosswaik or Buffer from Vetiicular Trairic Lane 1 5 1 1 1 Field Work IdentMed Ramp Non-Conlorming Pan Width Side Flares (Not to exceed 10%) Ramp Slopes (Running up Die Pan) Ramp Slope (Slope Across the Pan) Landing Running a Cross Slope i(withln 48" from top and bottom of curb Apex Ramp Used-Protection from Vehicular Traffic Movement Insufficient, Dual Oiiectional Needed Slopes o( the concreie gutter adjoining curb ramp (within 48" from top and bottom of curb ramo) Landing Depth Past the Top o( the Pan (4'X 4'required) Composite Scores or Costs Gross Costs (some doitle counting OCCUIS) Net CosIs (IMth Maximum for ramp replaconent Location Facility ID Maa Paia« Tl»r Existinq poiK^ition 1 Item Notes 1 Co* $1,133 $200 $250 $200 $300 SSOO $2,750 »2,760 $2,760 $2,750 $2,750 $2,760 $2,750 $2,750 $3,000 $360 $600 NERMP at NaulicalDr and Nautical Ln. RMP730 2 No truncaled domes; Grooves are 6". Gutter slope 12 7%, Uptm al gutter is 1", Landing croM slope is 3.7%, 025 0.1 026 01 025 0,9S Moderate J1.100 $1,100 SE RMP at Woodland and Chestnut Ave RMP556 2 compliant 0 Conform Ini 10 $0 SW RMP at Chestnut Av and HigNand Dr RMP570 2 no truncated dwne; 0.5" lip; 20" deep pan; ramp cross slope 7 4%; landing running stope 8 7%, 0.5" uplift al panel to the side of ramp sidewallc ends to one side 0.1 0.25 0.26 0.25 0,85 Modaratft J6.050 $2,760 NE RMP at Chestnut Av and Highland Dr RMP572 2 no truncated dome; 0.5" lip; landing cross slope 3 8, ramp running slope 11%, cross stope 6,1%; 36.5" landing; cracked ramp; 36" pan apron ar p o,r tm (Dmer is cracneo ana nas exrasave slope; a/c edge causes obstmctions across chestnut; sidewalk ends 0 1 0.25 01 01 0.25 01 01 1 Moderate 13800 $2,760 SE RMP at Chestnut Av and Highland Or RMP573 2 no truncated dome; 0 5" lip, ramp cross stope 4 7%; 19" pan deplh; landing njnning slope 4 5%, cross slope 2 9% major upheaval and cractdng of apron at ramp in street, obstructing p o t ; sidewalk ends to one side 0.1 0.25 01 01 0,55 Moderate S550 $560 SW RMP at Chinquapin Av and Syme Or RMP770 2 no truncated dome; 0 5" lip; non-com;rfiant 1 Moderate $2,750 $2,760 NW RMP at Chinquwin Av and Syme Dr RMP771 2 no truncated dome; 0,5" tip; non-compliant p.o,t, needs r^locino 1 Moderate S2,760 _$2^50 NE RMP at Chinquapin Avand Syme Dr RMP772 2 no tmncated dome; 0,5" lip; non-oompliant 1 Moderate $2,750 $2,760 SE RMP at Chinquapin Av and Syme Dr RMP773 2 no truncaled dome; 0 5" lip; non-compliant 1 Moderate $2,750 $2,750 Ne Rmp At Syme Dr 2 0 5" lip; no truncated dome; no detectable warning; no landing; 0 5" expansion joint down middle of pan, ramp running slope 14%, cross slope 4%, side flare A 16%, side flare C. 15% 0.1 1 0.25 0.25 01 025 2.95 Major S6.750 $2,750 SW RMP at Pio Pico Dr. and Chestnut Av RMP351 2 No tnjncated domes, sidewali< approach F 15 3%; Landing running slope 6 2%; Pan width is 36" Ramp mns into 69" wall after landing 0.26 01 025 0,6 Moderate S650 $650 NW RW at Pio Pico Dr. and Ctwatrot RW352 2 No truncated domes, gutter dope 2,5% Sidewalk approach E 17,2% Lancing is 30*, Pan widtti 36^, LnKing cross sbpe 3,6% Lamfng running slope S.0% Ramp runs sto 69* wall alter landmg 0.25 01 0 25 0 1 01 0,8 Moderate $3,650 $2,760 RhP at Donna Dr. and Janis Wy RW532 56 2 No Landing, No tiunctted domes 0.25 0.26 0,6 Moderate SBOO $800 5E RMP at Donna Dr. and Janis Wy RW533 » 2 No landing, No tiuicried domes, giOer 4.5% Pan Width is AT 026 01 01 0.26 0.7 Moderate $1,150 $1,160 SE RW et Pio PBO end Ctiestnut RWMO 2 No truncated domes, ramp slope B: 12,6% gutter slope: 41% Panwitfiiis 3<r; No grooves, Lnxing cross slope is 11 9% 025 0.25 025 01 2.85 Major $9,100 $2,750 NE RW at Pio Pico Dr and Chestml RW&41 2 No tmncaled domes; ramp slope B 11% Slope flare C 93% Landng daplh 1'; Pan Width 42"; Laming cross stope 3 7% 0-25 01 01 01 025 0,8 Moderate $800 $800 NE RW at Dr and sandttwood SS 2 No truncsted domes. Side Ftae A: 13,3% Pan widlh is 36*, Landing depth in 37 SmaH crBck through center of ramp 0.25 01 01 0 1 0,56 Moderate $800 $800 5E RW at James Dr and Sandalwood RW567 88 2 No buncated domes, No Landng, Ramp slope B: 12,8% Gutter stope: 4.2% Pan Width is 4r Side C LandHig has chunk of concrete missing Apx, TxTxW 0.1 01 025 Ol 0.25 0.8 Moderate S3.800 $2,750 SW RW at James Or and Sandahwod LN. RW&6S 68 2 No truncated domes, ramp sbpeB: 10 4, Landing depth is 3f Small cracks on either skle of ramp, coiid get worse if not properly constructed. 025 01 01 0.46 Minor $800 $800 NW RW at James Dr and Sandalmod RW&69 68 2 No tmncaled domes, ramp sbpe is 10,6% Landhg depth is 37 Smal crack ttrough center of ramp 026 01 01 0.46 Minor $800 $800 H£ RW at HIghhnd and RttW Rd RMP60 9 2 No landing, no InncMd domes, wfe flare C: 14,7% aidawli approach E: 6,7% Nice RamiiwithnolanAig, LootoNaw 025 01 01 0.25 0.7 Moderate $1,150 $1,150 5E R W at Highltind and Ratcliff Rd R«.=, 19 2 No landing, No truncated domes, pan wMth 41' 026 01 0.25 0.6 Moderate $800 $800 NE RWd Highland and Guerora R».« 19 2 0.25 035 0.6 Moderate SSOO $800 SE RW at HiglAnd and Guwara RW63 19 2 No Landing, sli^ eraelt througii center. No truncated domes 0.25 026 0.5 Moderate $800 $800 Ne Rmp At Basswood Av @ HigNand Dr RMP512 2 uup; no tnjncateo dome, shallow pan uu"}; J-^" lanaing; landing cross stope 3 6%, ramp running slope 12%; side flare o: 18% slope; slope leading lo ramp 6 5% 0 1 0.25 025 01 01 Ol 0.9 Modarate $3,650 $2,760 # of Ramps wtth this problem 3 11 127 29 207 1 87 294 21 47 39 32 74 5 2 12 98 t1.5M.548 $1,438,448 Count % of Total Conforming 37 5.24% Minor 111 15.72% Moderate 521 73.80% Major 37 524% Total 706 100.00% GO FOCUS AREA 'A' PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Construction Cataqorv: Band Relocate / Replace Adi ust Construct Update Install Trim Remove Grind Composite all Items Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Compliance Item Color Pole Banding Actuator Oistance from Crosswalk Line Actuator Distance from Curb Line kduator Oistance from other | buttons ; iField Worii Idenbfied Signal Non ponforming Push Button Parallel to | pirection of Crossing 1 Actuator Height | [level Clesr Floor Space j bear Floor Space at Push ! button 1 Buttons are old style actuators instead of dome or arrow | actuator 1 Ped signal and actuata does j not support countdown timer or i Audible countdown j Vegetative Obstruction in Clear i Floor Space | bad Obs»nction in Clear Floor 1 Upill in Clear Floor Space Composite Scores or Costs | Composite Rating Category i ^oss Costs (some doitle countrig occurs) iNet Costs (with Maximum lor ran^ replacement Location Facility ID Map Page liac Item $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 1 Upill in Clear Floor Space PDSGNLA RMP1499 4 2 <30-tocurb 0.1 01 01 0.3 Minor $1,650 $1,000 N/W PDSGNL on Plaza Dr. KTUA610 4 2 not compliant 0.1 1 01 1.2 0.4 Moderate $1,650 $1,000 PD SGNL A on Pleza Dr. and El Camino Real KTUA606 4 2 height of push buttsn; 39": exceeds 5' to crosawalk 0.1 01 0.1 01 1.2 0.4 Minor $1,850 $1,000 PD SGNL B on Plaza Dr. and El Camino Real KTUA611 4 2 height of push Ixitbsns: 39.5' 0,1 0.1 01 0.3 Minor $850 $850 PO SGNL A and 8 (Same Pole) RMP1432 12 2 height of push buttons: 40" and 39'; exceeds 5' to crosswalk 0.1 0,1 0.1 01 0.4 Minor $1,850 $1,000 PDSGNLA RMP1433 12 2 height of push txjttons: 39" 0,1 01 01 0.3 Minor $850 $860 PDSGNL B RMP1433 12 2 height of push iMjttons: 39" 0.1 01 01 0.3 Minor $850 $850 PD SGNL A and B (Same Pole) RMP58 12 2 not compliant 01 1 01 1.2 Moderate $1,650 $1,000 PD SGNL A and B (Same Pole) RMP59 12 2 height of push tNitton A and B: 40" 01 01 01 0.3 NRnor $850 $850 SM PD SGNL on Plaza Dr. KTUAS13 12 2 compliant 01 01 0.2 Minor $650 $650 PD SGNL A and B (Same Pole) RMP4609 13 2 height ot push Ixjttons: 40" and 40.5" 0.1 01 0.1 0.3 Minor $850 $850 PD SGNL A and B (Same Pole) RMP4610 13 2 not compliant: exceeds 5' to crosswalk 0,1 01 01 0.3 Minor $1,650 $1,000 PD SGNL A and B (Same Pole) RMP4611 24 2 not compliant: exceeds 5' lo crosswalk: large vertical utility box causes horizontal obstruction 0,1 01 01 0.25 0.55 Moderate $2,783 $1,000 PD SGNL A and B (Same Pole) RMP70 24 2 not compljant; signal B exceeds S' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PO SNOL A RM139 36 2 47" Height: exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 POSNGLB RM139 36 2 48" Height; 60" to curb and crosswalk 01 01 0.2 Minor $650 $650 PDSGNLA RMP136 37 2 not compiant: exceeds 5' to crosswalk 0.1 01 01 0.3 0.55 Minor $1,650 $1,000 PDSGNL B RMP136 37 2 47,5" Height exceeds 5' to crosswalk; exceeds 10' between signals 0.1 0.1 0.25 01 0.3 0.55 Moderate $2,650 $1,000 PD SGNLA RMP137 37 2 exceeds 5' to crosswalk; exceeds 1C to between signals 0,1 0.1 0.25 01 0.55 Moderate $2,650 $1,000 PDSGNLB RMPl 37 37 2 39" He^ht: exceeds 10' between signals: exceeds 5' to crosswalk 0.1 0.1 0.25 0.1 01 0.65 Moderate $2,850 $1,000 PDSGNLA RMPl 39 37 2 not compliant: exceeds 10' between signals: exceeids 5'to crosswalk 01 0.1 0.25 0.1 0.55 Moderate $2,650 $1,000 PDSGNLB RMP138 37 2 not compliant: 40" Height; exceeds 10' between signels; exceeds 5' to crosswalk 01 0.1 0.25 0.1 01 0.65 Moderate $2,850 $1,000 PDSGNLA RMP631 SI 2 47" Height 21"tocurb 01 0.1 01 0.3 Minor $1,650 $1,000 PD SGNL A and B (Same Pole) RMP632 61 2 A and B 47" Height 01 01 0.2 Minor $650 $650 PDSGNL B RMPe32 61 2 4r Height 25" to curb and 60" to crosswalk 01 0.1 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP640 95 2 46.5" Height 43" to curb and 60" to crosswalk 01 01 0.2 Minor $650 $660 PD SGNL B RMP640 95 2 46" Height; 28" to curb and crosswalk 01 0.1 01 0.3 Minor $1,650 $1,000 PD SGNL A and B (Same Pole) RMP641 95 2 A; 38.5" Height B; 39" Height exceeds 10' from crosswalk 01 0.1 01 01 0.4 Minor $1,850 $1,000 PD SGNLA RMP642 105 2 50" Height 01 01 01 0.3 Minor $850 $850 PD SGNL B RMPS42 105 2 exceeds 10' between signals 01 0.25 01 0.45 Minor $1,650 $1,000 PDSGNLA RMP«43 105 2 47.5" Height exceeds 10 bebveen signala; exceeds 60" to crosswalk 01 0.1 0.25 01 0.55 Moderate $2,650 $1,000 PD SGNL B RMP643 105 2 46' Height 0.1 01 0.2 Minor $650 $660 PD SIGNL A RMP862 106 2 47" Height exceeds 5' to crosswelk 0.1 01 0,1 0.3 Minor $1,650 $1,000 POSIGNLB RMP962 106 2 4r Height exceeds 5' to crosswelk 0.1 01 01 0.3 iWnor $1,650 $1,000 FOCUS AREA 'A' PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Construction Cateqorv: Band Relocate / Replace Adiust Construct Update Install Trim Remove Grind Composite all Items Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Compliance Item Color Pole Banding Actuator Distance from prosswalk Line Actuator Distance from Curb Line ^duator Distance from other buttons Field Work Identified Signal Non Conforming Push Button Parallel to Direction of Crossing Actuator Height [.evel Clear Floor Space Clear Floor Space at Push 1 button 1 Buttons are old style actuators instead of dome or arrow pduator Ped signal and actuator does not support countdown timer or budible countdown -Vegetative ObshKlion in Clear Fkxir Space [lard Obstruction in Clear Floor fcpace Uplift in Cle» Floor Space $ Jcon^josite Rating Category Gross Costs (some doijjie | oounling occurs) iNet Costs (wUh Maximum for pmp replacement Location Faollltv ID Map Tier Item Existina Condition Notes cost: $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $260 PD SGNL A and B (Same Pole) RMP863 106 : A: 47" Height. B: 47" Height; 25" to curb and 63" to crosswalk; 32" clear p.o.t. behveen signal pole and edge of walk heading north SGNL A Is for future crossing, currently no ramp or sidewalk to 01 01 0.1 01 0.4 Minor $2,660 $1,000 PD SC3NI. A and B (Sams Pole) RMP969 119 2 A; 41" Height, B: 40" Heighl; 22" to curb and 50" to crosswalk 0.1 0.1 01 01 0.4 f^inor $1,850 $1,000 PD SGNL A and B (Same Pole) RMP970 119 2 A; 39" He^hl B; 39" Height; 15" to curb and 44" to crosswalk 01 0,25 01 01 0.55 Moderate $1,850 $1,000 PD SGNL A and B (Same Pole) RMP968 120 2 A: 42" Height, 8: 4r Height neither parallel to direction of trsvel; 48" to crosswalk and curb 01 0,1 01 0.3 Minor $850 $860 PD SGNL A and B (Same Pole) RMP971 120 2 A: 39" Height, B; 39" He^ht; 18" to curb and 34" to crosswalk sidewalkends on either side of ramp 01 0.25 01 01 0.55 IModerat* $1,850 $1,000 PD SGNL A and B (Same Pole) RMP1000 130 2 A; 4r Height, B: 46.5" Height 47" to curb and 52" to crosswalk 0.1 01 0.2 Minor $650 $660 PDSGNLA RMP1001 130 2 48" Height; 62" to curb and 65" to crosswalk crosswalk leads to planter and no ramp 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP1001 130 2 48" Height 65" to curb and crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PD SGNL A and B (Same Pole) RMP899 130 2 A; 47" Height, B: 47" Height 53" to curb and 54" to erowwalk Jackson crosswalk heading east leads to nothing 0.1 01 0.2 Minor $650 $650 PD SGNL A (N/W RMP at College and Salk) ICrUA641 141 2 2 39" Height 7*2" to crosswalk and curb visual numehc countdown 01 0.25 01 01 0.55 Moderata $1,850 $1,000 PD SGNL A (S/E RMP at College and Salk) KTUA607 141 2 2 38.5" Height 62" to curb line and crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PD SGNL A (S/W RMP at College and Salk) KTUA634 141 2 40.5" Height 74" lo crosswalk; 7'10" to curb line vbual numeric countdown 01 0.25 01 0.45 Minor $1,650 $1,000 PD SGNL A and B (N/E RMP at College and Salk) KTUA606 141 2 38.5" Height 25" to curb line; 30" to crosswalk visual numeric countdown 01 0.1 01 01 0.4 Minor $1,850 $1,000 PD SGNL B (S/E RMP at College and Salk) KTUA607 141 2 39,5" Height 32" to curb line and crosswalk exceeds 10' between signals 01 01 01 0.3 Minor $850 $850 PD SGNL B RMP1201 150 2 41 height 70" distance to curb; exceeds 5' to crosswalk; distance to opposite crosswalk exceeds 10 01 01 025 0.1 01 0.65 IVIoderate $2,850 $1,000 PDSGNLA RMP1202 150 2 41" height 01 01 01 0.3 Minor $850 $850 PDSGNLB RMP1202 150 2 41,5" height distance to opposite crosswalk exceeds 10' 01 0.25 0,1 01 0,55 Moderate $1,850 $1,000 PDSGNLA RMP1203 150 2 40" height, distance to opposite crosswalk exceeds 10' 01 0.25 0,1 01 0.55 0.3 Moderate $1,850 $850 $1,000 PO SGNL 8 RMP1203 150 2 40" height 01 01 01 0.55 0.3 Minor $1,850 $850 $860 PDSGNLA RMP1204 150 2 40" height 01 01 01 0.3 Minor $850 $850 PDSGNLB RMP1204 150 2 40" height 0,1 01 01 0.3 Minor $850 $850 PDSGNLA RMP1011 153 2 45" Height; 31 "to curb and 55" to crosswelk; exceeds 10' between signals 01 0.25 01 0.45 Minor $1,650 $1,000 PDSGNLA RMP1012 153 2 exceeds 10' between signals 01 0.25 01 0.45 Minor $1,650 $1,000 PDSGNLB RMP1012 153 2 47" Height: 51" to curb and 63" to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP1012 153 2 exceeds 10' between signals 0,1 025 01 0.45 Minor $1,650 $1,000 PD SGNL A RMP1013 153 2 20" to curb: exceeds 5' to crosswalk 01 01 0,1 01 0.4 Minor $2,650 $1,000 PDSGNL B RMP1013 153 2 29" to curb: exceeds 10' between signals 01 0,1 0.26 01 0.55 Moderate $2,650 $1,000 PDSGNLA RMP1014 153 2 27' to curb 01 0.1 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP1014 153 2 20" to curb 01 0.1 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP1180 153 2 38" Height 01 01 01 0.3 Minor $850 $850 PD SGNL B RMPl 180 153 2 39" Height 01 01 01 0.3 Minor $850 $860 PDSGNLA RMP1181 153 2 38.5" Height exceeds 5' to crosswalk; exceeds 10' between signals 01 0.1 0.25 0,1 01 0.65 (Moderate $2,850 $1,000 PDSGNLA RMP1182 153 2 38" Height exceeds 5' to crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PO SGNL B RMP1182 153 2 38" Height 41'tocurb and crosswalk 01 01 01 0.3 Mnor $850 $860 Construction Cateqorv: Band Relocate / Replace Adiust Construct Update install Trim Remove Grind Composite all Items Composite all Items FOCUS AREA'A' PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Compliance Item Color Pole Banding Actuator Distance from Crosswalk Line ^duator Distance from Curb Actuator Distance from other Buttons bield Work Identified Signal Non ^kmfcrming Push Button Pwallel to Directkjn of Crossing jActuator Height i |.evelCleaFkx)r Space j bear Floor Space at Push ^tlon Buttons are oW style actuators instead of dome or anow jaduator Ped signal and actuator does not support countdcwn timer or ^nidible countdown Vegetative Obstruction in Clear Fkior Space Hard Obstnjctkm in Clear Fkxx Space bpW in Clew Fkxir Space o f o Gross Costs (some dottle countng occurs) Net Costs (with Maximum for ^amp replacement Location Facilitv ID Map Page Tier Existing condition Motes Item Cost: $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $260 PDSGNLB RVIP1182 153 2 — •• ••- 33" Height; 40" to crosswalk and curb 01 0.1 01 0.3 Minor $850 $850 PD SGNL A RMP1183 153 2 39" Height; exceeds 5' to crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNLB RMP1183 153 2 38' Height; 35" to curb and crosswalk 01 01 01 0.3 Minor $850 $850 PDSGNLA RMPl 186 156 2 40" height, 5.5' ts curb and crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PD SGNL B RMP1186 155 2 40" height 5.5' to curb and crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PD SGNL A RMPl 187 155 2 39" height 01 01 01 0.3 Minor $850 $850 PD SGNL B RMPl 187 155 2 39.5" height distance to opposite cnosswaik exceeds 10 01 0.25 0.1 01 0.55 Moderate $1,850 $1,000 PDSGNLA RMP1188 155 2 39" height, exceeds 10' to crosswalk 01 025 01 01 0.55 Moderate $1,850 $1,000 PDSGNLB RMP1188 155 2 38" height 01 01 01 0.3 Minor $850 $850 PDSGNLA RMP1189 155 2 39,5" height 9.5' to curb and crosswalk 01 0.25 01 01 0.55 Moderate $1,850 $1,000 PDSGNLB RMP1189 155 2 39" height. 10' to curb and crosswalk 01 0,25 01 01 0.55 Moderate $1,850 $1,000 PD SGNL A and B (Same Pole) RMP1218 164 2 A; 45" Height B; 45" Height exceeds 5' to curb and crosswalk 01 0.1 01 0.3 Minor $1,650 $1,000 PD SGNL A and B (Same Pole) RMP1219 164 2 A; 47" He^ht, B; 46.5" Height; exceeds 5' to crossvrtik 01 0.1 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP1217 166 2 45,5" Height 48" to crosswalk and 25" to curb 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP1220 165 2 38" Height: 25" io curb and 28' to crosswalk chunks missing at utility box 01 0.1 01 01 0.4 •Minor $1,850 $1,000 PDSGNLA RMP1264 168 2 47.5" Height exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP1264 168 2 41.5" Height exceeds 5' to crosswalk; exceeds 10' between signals 01 0.1 0.25 0,1 01 0.65 Moderate $2,850 $1,000 PDSGNLA RMP1689 168 2 47.5" Height 22" to curb and crosswalk 01 0.1 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP1689 168 2 47" He^ht; exceeds 5' to crosswalk; exceeds 10' between signals 01 0.1 0.25 01 0.55 Moderate $2,650 $1,000 PD SGNL A and B (Same Pole) RMP1690 168 2 A; 47.5" Height B: 48" Height; exceeds 5' to crosswalk; 26" to curb; "B" not accessible 01 01 0.1 1 01 1.4 Moderata $3,650 $1,000 PDSGNLA RMP1376 172 2 40" He^ht; exceeds 5' to crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNLB RMP1376 172 2 45.5" Height exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PD SGNL A RMP1378 172 2 43" Height; exceeds 5' to crossvralk 45" clearance between signal and road 01 01 01 0.3 Minor $1,650 $1,000 PD SGNL 8 RMP1378 172 2 39.5" Height exceeds 5' to crosswalk; exceeds 10' between signals 01 0,1 0.25 0.1 01 0.65 Moderate $2,850 $1,000 PD SGNL A RMP1379 172 2 47" Height; 41" to curb and crosswalk 01 01 0.2 Minor $660 $660 PD SGNL B RMP1379 172 2 39.3" Height exceeds 5' to crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNLA RMP1380 172 2 45,5" Height exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP1380 172 2 39" Height exceeds 5' to crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNLA RMP1357 178 2 46,5" Height 23" to curb line: 5*7" to crosswalk exceeds 10' between signals 01 025 01 0.45 Minor $1,650 $1,000 PDSGNLB RMP1357 178 2 46" Height 31" to curb line; 44" to crosswalk 01 01 0.2 •Minor $650 $660 PDSGNLA RMP1358 178 2 40" Height 01 01 01 0.3 Minor $850 $850 PDSGNLB RMP1358 178 2 40" Height 73" to crossvffllk and curb Less than 10' betvwen sig als 01 025 01 01 0.55 Moderate $1,850 $1,000 PDSGNLA RMP1359 178 2 45.5" Height 48" to curb line and crosswalk 01 01 0.2 Minor $650 $650 PDSGNLB RMP1359 178 2 48,25" Height 25" to curb line and crosswalk 01 0.1 01 01 0.4 Minor $1,850 $1,000 Construction Cateaorv: Band Relocate / Replace Adjust Construct Update Install Trim Remove Grind Composite all Items Composite al^ Items FOCUS AREA 'A' PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Compliance Item Cokir Poie Banding Actuator Distance from j prosswalk Line i Actuator Distance from Curt) Line Aduatcr Distance from other j eultcns FieM Work Identified Signal Non! Conlorming Push Button Parallel to Oirectkjn of Crossing Actuator Height o 1 Clear Floor Space at Push ISutlon Buttons a« dd style actuators jinstead of dome or arrow 1 Ped signal and actuator does ^ot s^jpott countdown timer or piudible countdown Vegetative Obstructkm in Clear Fkjor Space Lad Obstructkm in Clear Fkior Space UpM) in Clear Fkjor Space bomposile Scores or Costs 1 g" 1 1 Gross Costs (some doiijie counting occurs) Net Costs (with Maximum for ramp replacement i Location Facilitv ID Map P?fl« Ti*r Existina Condition Notes Item Cost $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $S0O $10C $1,133 $2S0 PDSGNLA RMP 1360 178 2 45.5" Height 49" to curb: 58" to crosswalk 01 01 0.2 Minor $650 $650 PDSGNLB RMP1360 178 2 46" He^ht; 23" to curb and crosswalk 01 0.1 01 0.3 Minor $1,650 $1,000 PD SGNL A RMP 1267 180 2 46" Height: 21" to curb line; 42" to crosswalk 01 0.1 01 0.3 Minor $1,650 $1,000 PD SGNLB RMP1267 180 2 46" Height 30" to curb line and crosswalk 01 01 0.2 Minor $650 $650 PDSGNLA RMP1268 180 2 46" Height: 6'5" to crosswalk and curb line 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP1268 180 2 46" Height: 47" to crosswalk: 40" to curb line 01 01 0.2 Minor $650 $660 PDSGNLA RMP1269 180 2 46" Height: 6'4- to crosswalk: 6'9" to curb lino 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP1269 180 2 46" Height 54" to crosswalk and curb line 01 01 0.2 Minor $650 $660 PDSGNLA RMP1270 180 2 42" Height 7'4" to curb and crosswalk 01 0.25 01 0.46 Minor $1,650 $1,000 PD SGNL B RMP1270 180 2 39" Height 6'8" to crosswalk: e'5" to curb 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNLA RMP1363 182 2 4r Height 01 01 0.2 Minor $650 $660 PDSGNLB RMP1363 182 2 46.5" Height 01 01 0.2 Minor $650 $660 PDSGNLA RUP1364 182 2 47" Height: exceeds 5' to crossvralk 01 01 01 0.3 Minor $1,650 $1,000 PD SGNLS RMP1364 182 2 48" Height: broken traffic box causing obstructton: exceeds 5' to crosswalk: not parallel to p.o.t 01 01 0,1 01 0,25 0.65 Moderate $2,983 $1,000 PDSGNLA RMP1365 182 2 47" Height exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PD SGNL B RMP1365 182 2 46* Height 01 01 0.2 Minor $650 $650 PDSGNLA RMP1366 182 2 48" Height 01 01 0.2 Minor $650 $650 PDSGNLB RMP1366 182 2 48" Height 01 01 0.2 Minor $650 $650 PDSGNLA RMP4187 194 2 39.5" height 01 01 01 0.3 Minor $850 $860 PD SGNL B RMP4167 194 2 40' height 01 01 0.2 Minor $650 $660 PDSGNLA RMP4168 194 2 39" height 01 0,1 01 0.3 •Minor $850 $860 PDSGNLB RMP4168 194 2 39" height distance between signal poles exceeds 10' 01 0.25 0.1 01 0.55 •Moderate $1,850 $1,000 PDSGNLA RMP4165 195 2 39.5" height 01 01 01 0.3 Minor $850 $860 PD SGNL 8 RMP4165 195 2 41,5' height distance between signal poles exceeds 10 01 0,25 0,1 01 0.55 •Moderate $1,850 $1,000 PDSGNLA RMP4166 195 2 40" heighl 01 01 01 0.3 Minor $850 $850 PDSGNLB RMP4166 195 2 40" height: distance between signal poles exceeds 10' 01 0.25 0,1 01 0.55 •Moderate $1,850 $1,000 PDSGNLA RMP1414 197 2 48' Height: exceeds 5' to crossvralk and curb: exceeds 10' between signals 01 0.1 0.25 01 0.55 Moderate $2,650 $1,000 PDSGNLB RUP1414 197 2 46.5' Height exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP1416 197 2 47.5' Height exceeds 5' to crosswalk and curb 01 01 01 0.3 Minor $1,650 $1,000 PD SGNL B RMP1416 197 2 4r Height: exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP1417 197 2 48" Height exceeds 10' between signals 01 025 01 0.46 Minor $1,650 $1,000 PDSGNLB RMP1417 197 2 46" Height exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP1381 200 2 51.5" Height 20" to curb and crosswalk 01 0.1 01 01 0.4 Minor $1,850 $1,000 PDSGNLB RMP1381 200 2 46.5" Height exceeds 5' to curb and crossvralk 01 01 01 0.3 Minor $1,650 $1,000 FOCUS AREA'A' PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Construction Cateaorv: Band Relocate / Replace Ad ust Construct Update Install Trim Remove Grind Composite all Items Composite all Items FOCUS AREA'A' PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Compliance Item Cotor Poie Bandmg Actuata Distance from CrossvnIkUne Adualor Distance from Curb Line Achjator Distance from other Buttons Fiekl Work Idenlilied Signal Nort Coftfaming Push Button PaaHd to Directton of Crossing Actuator Height Level Clear Fkxx Space Clear Floor Space at Push Button Buttons are M slyte actuators instead of dome or arrow actuator Ped signal and actuator does not support countdown timer cr audibto countdown Vegetative Obstructton in Clear Fkxx Space Hard Obstnjction in Cleai Fkxx Space Jplift in Clear Ftoor Space Composite Scores or Costs 1 f 3ross Costs (some dottki xjunling occurs) ^et Costs (wth Maximum tor amp raptocement Location Facilitv ID Map Page Tier Item Ejfi^tipg Cpr)flitior) N9t#.? $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $260 PDSGNLA RMP1382 200 48" Height; exceeds 5' to crosswalk and curb 01 01 01 0.3 Minor $1,650 $1,000 PD StSNLB RMP1382 200 2 non-compliant exceeds 5' to crosswalk: 28" to curb; signal not accessible 01 01 0.1 1 01 1.4 Moderate $3,650 $1,000 PDSGNLA RMP1383 200 2 non-compliant 01 1 01 1.2 Moderate $1,650 $1,000 PDSGNLB RMP1383 200 2 non-compliant 01 1 01 1.2 •Moderate $1,650 $1,000 $1,000 PDSGNLA RMP1384 200 2 exceeds 10' between signals; 47.5" height no clearBnce 01 0.25 0,25 01 0.7 •Moderate $1,850 $1,000 $1,000 PD SGNL B RMP1384 200 2 46.5" Height exceeds 5' to curb and crosswelk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP1715 204 2 40" height 01 01 01 0.3 Minor $850 $860 PDSGNL B RMP1715 204 2 40" height 01 01 01 0.3 Minor $850 $860 RMP 1716 PD SGNL RMP1716 204 2 signal pole 72" b9 crosswalk and curb; pole obstructron in path of tavel. see photo 0115 01 01 01 0,25 0.55 Moderate $2,783 $1,000 N/E PD SGNL A and B (Same Pole) on El Camino Real and Camino Vida Robie ICTUA699 204 2 A: 39" he^ht B; 38.5" he^ht 27" to cuds and crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 S/E PD SGNL A and B (Same Pole) at El Camino Real and Camino Vida Robie KTUAeOO 204 2 A: 39" height B; 39" height 29" to curb and crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNLA RMP1854 212 2 37,5" heighl 01 01 01 0.3 •Minor $850 $850 PDSGNL B RMP1854 212 2 38" height 01 01 01 0.3 Minor $850 $850 PDSGNLA RMP 1855 212 2 47,5" height 01 01 0.2 Minor $650 $660 PD SGNL B RMP1855 212 2 47" height; 90" from signal pole to curb and sidewalk 01 0,25 01 0.46 Minor $1,650 $1,000 PD SGNL A and B (Same Pole) RMP4764 212 2 A; 39" he^ht B; 39" height 01 01 01 0.3 Minor $850 $860 PDSGNLA RMP4755 212 2 40" height 01 01 01 0.3 Minor $850 $860 PDSGNLB RMP4755 212 2 39.5" height 01 01 01 0.3 Minor $850 $850 PDSGNLA RMP1990 217 2 40,5" Height 56" to crosswalk: 40" to curb line 01 01 01 0.3 Minor $850 $860 PDSGNLA RMP1803 218 2 47 Height 01 01 0.2 Minor $690 $660 PDSGNLB RMP1803 218 2 41,5" Height 01 01 01 0.3 Minor $850 $860 PD SGNLA RMP1995 218 2 42" Height 01 01 0.2 Minor $650 $660 PDSGNLB RMP1995 218 2 42" Height 19" to curb and crosswalk 01 0.25 01 0.45 Minor $1,650 $1,000 PD SGNL A RMP1996 218 2 42" Height 01 01 0.2 Minor $650 $650 PDSGNL B RMP1996 218 2 47" He^ht 77" to crosswalk and curb line 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNLA RMP1997 218 2 41,5" Height over 10' between signals 01 0.25 01 01 0.65 Moderate $1,850 $1,000 PDSGNLB RMP1997 218 2 41,5" Height 01 01 01 0.3 Minor $850 $850 RMP2043 PDSGNL RMP2043 221 2 not compliant no relation to crossvralk or "ramp": med^n obstructs crosswalk crossing 01 025 0.25 1 0,1 01 0.25 2.05 IMajor $4,983 $1,000 PDSGNLA RMP2044 221 2 40" height 01 01 01 0.3 Minor $850 $860 PDSGNLB RMP2044 221 2 40" height distance between signal poles exceeds 10' 01 0.25 0.1 01 0.55 Moderate $1,850 $1,000 PD SGNLA RMP2045 221 2 40" height 01 01 01 0.3 Minor $850 $860 PD SGNLB RMP204S 221 2 40" height distance between signal poles exceeds 10' 01 0,25 0,1 01 0.55 •Moderate $1,850 $1,000 PDSGNLA RMP204e 221 2 not compliant 01 1 01 1.2 Moderata $1,650 $1,000 PDSGNLA RMP2047 221 2 not compliant 01 1 01 1.2 Moderate $1,650 $1,000 C!0 FOCUS AREA 'A' PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Construction Cateaorv: Band Relocate / Replace Adjust Construct Update Install Trim Remove Grind Composite all Items Composite all Hems FOCUS AREA 'A' PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Compliance item Cotor Pote Banding Actuata Distance from Crosswalk Line Actuata Distance from Cutb |Line Muetor Distance from olher ^ttons FieW Work IdenttSed Signal Non ponfaming Push Button PatM to pirection of Crossing Actuator Height Level Clear Ftoa Space Clear Flax Space at Push Button Buttons are oM style actuators llnstead of dome or arrow pctualor iPed signal and actuata does hot support countdown timer a ^udlile countdown Vegetative Obstnjctton in Clear Fkxx Space Had Obstnjctton in Clear Fkxx Space UpHt in Ctes Ftoa Space Composile Scenes a Costs Composite Rating Category 1 »s INet CosIs (with Maximum fa pmp replacement Location Mafi. Page Tier Item Existino Condition Notes Co* $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $260 PDSGNLA RMP2166 226 2 39" Height: 24" to curb line; 48" to crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNL A and B RMP2167 226 2 42" Height; 7'1" to curb line and crosswalk 01 025 01 0.45 Minor $1,650 $1,000 PDSGNLA RMP2168 226 2 39,5" Height 7'4" to crosswalk: 6'9" to curb line 01 0.25 01 01 0.55 Moderate • $1,850 $1,000 PD SGNLA RMP198e 227 2 40" Height; 33" to curb line and cnosswaik 01 01 01 0.3 Minor $850 $860 PDSGNL A and B RMP1989 227 2 41" Height: 5'8" to crosswalk; 5'6" to curb line 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNLA RMP2189 231 2 46" Height 28" to curb line; 82" to crosswalk 01 01 0,1 01 0.4 Minor $2,650 $1,000 PDSGNLA RMP2190 231 2 46" Height; 58" to curb line: 7' to crosswalk exceeds 10' between signals 01 01 025 01 0.66 IModerale $2,650 $1,000 PD SGNL B RMP2190 231 2 45,5" Height 35" to curb line and crosswalk 01 01 0.2 Minor $650 $650 PDSGNLA RMP2192 231 2 46" Height; 5'4" to crosswalk; 6'2" to curb line 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP2191 232 2 46" Height 76" to curb line and crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP2191 232 2 41" Height 24: tocurij line: 67" to crosswalk Path of travel uneven wA3,5' upllfte 01 0,1 01 01 0.4 Minor $1,850 $1,000 PDSGNLB RMP1072 233 2 46,5" Height 62" to curb line: 81" to crosswalk 01 01 0.1 01 0.4 Minor $2,650 $1,000 PDSGNLA RMP2127 233 2 45.5" Height 83" to curb line; 93" to crosswalk; no clearance at base 01 025 0.25 01 0.7 (Moderate $1,850 $1,000 PDSGNLA RMP2128 233 2 46" Height; 6'7" to curb line; 6'6" to crosswalk exceeds 10' between signals 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP2128 233 2 46.5" Height 63" to crosswalk: 5'!" to curia line 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP2129 233 2 46" Height 69" to crosswalk; 65" to curb line 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP2129 233 2 45,5" Height SO" to crosswalk and curb line 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP2130 233 2 46.5" Height 53" to curb line; 73" to crosswalk 01 01 0.2 Minor $650 $650 PDSGNLB RMP2130 233 2 46" Height 6* to crosswelk and curb line 01 01 0.2 Minor $650 $660 S/W PD SGNL A st El Camino Real and Dove Lane RMP2075 23« 2 47" height 01 01 0.2 Minor $650 $660 S/W PD SGNL B et El Camino Real and Dove Lane RMP2075 236 2 47" height 65" distance to curb line and extended crosswalk 6,1 01 01 0.3 Minor $1,650 $1,000 N/W PD SGNL A st El Camino Real and Dove Lane RMP2076 236 2 47" he^ht push button A is on the outekle for E/W crossing 01 01 0.2 Minor $650 $660 N/WPD SGNL B at El Camino Real and Dove Lane RMP2076 236 2 46.5" he^ht 21.5" to curb line and 25" to extended crosswalk 01 0,1 01 0.3 Minor $1,660 $1,000 N/E PD SGNL A at El Camino Real and Dove Lane RMP2077 236 2 46" height, push button is not directly parallel to directton of travel path of travel around signal pole Is not compliant: pote obstructe path of 01 0,1 01 0.3 Minor $850 $860 N/E PD SGNL B at El Camino Real and Dove Lane RMP2077 236 2 46,5" height 29" distance to curb line and greater than 10 distence to extended 01 0.25 0,1 01 0.55 •Moderate $2,650 $1,000 S/E PD SGNL A at El Camino Real and Dove Lane RMP2078 236 2 47,5" height 19" to curb line and extended crosswalk 01 0,25 01 0.45 Minor $1,660 $1,000 S/E PD SGNL 8 at El Camino Real and Dove Lane RMP2079 236 2 46" height. 24" to curb line and extended crosswalk: exceeds 10* distence between signal poles 01 0.1 0.25 01 0.55 Moderate $2,650 $1,000 Hm PD SGNL A on Manianita Street and Aviara Parkway RMP2336 239 2 37" height. 44" distence to curb line and extended crosswalk (2) 1" wide expansion jointe In direct path of travel across street 01 0.1 01 0.3 Minor $850 $850 N/WPD SGNL B on Manzanrta Streotand Aviara Parkway RMP2336 239 2 46" height 47" to curb line and extended crosswalk 01 01 0.2 Minor $650 $650 N/E PD SGNL A on Manzanita Street and Aviara Parkway RMP2337 239 2 46" height. 53" distence to curb line and extended crosswalk 01 01 0.2 Minor $650 $660 N/E PD SGNL B on Manzanita Street and Aviara Parkway RMP2337 239 2 46" height. 46" distence to curb line and extended crosswalk; distence between signal poles exceeds 10' 01 025 01 0.46 Minor $1,650 $1,000 S/E PD SGNL A on Manzanita Street and Aviara Parkway RMP2338 239 2 40" height 01 01 0.2 Minor $650 $650 S/E PD SGNL B on Manzanita Street and Avrara Parkway RMP2338 239 2 39" height 54' distence to curb line; 60" distence to extended crosswalk 01 0.1 01 0.3 •Minor $850 $850 SAV PD SGNL Aon Manzanita Street and Aviara Parkway RMP2339 239 2 45,5" height push button not parallel to direction of travel 01 0.1 01 0.3 •Minor $850 $850 Construction Categorv: Band Relocate / Replace Adjust Construct Update InsUII Trim Remove Grind Composite all Items Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Compliance Item Cotor Pote Banding Actuata Distance from <^rosswalk Line ^ctuata Distance from Curb ^duata Distance from other iButtons IFtold Walt Idenbiied Signal Hon Confamng Push Button PaaM to iOiisction of Crossing ^duata Heighl Level Clear Floa Space Ctear Flax Space at Push 'Button iButtons are old styte actuators jinstead of dome a arrow ^ctu*x Ped signal and actuata does not support countdown timer a ^udibto countdown Vegetative Obstmction in Clea^ ptoa Space 1 1 i jplift in Clear Ftoa Space ConfXJSite Rating Category Gross CosIs (some doubte counlng occurs) Net Costs (with Maximum fa ramp replacement Location Faollltv ID Map list EitlslinaCondJtto Notes Item Cost $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $260 S/W PD SGNL B on Manzante Street and Aviara Parkway RMP2339 239 2 45" height: 78" distance to curb line and extended crosswalk: push button not parallel to direction of travel push button B is a new accessible signal with audible tone 01 0.1 01 0.3 Minor $850 $850 S/W PD SGNL A at El Camino Real and Aviara Parkway RMP3742 239 46" height. 28" distance to curb line and extended crosswalk 01 0.1 01 0.3 Minor $1,660 $1,000 S/W PD SGNL B at El Camino Real and Avara Parkway RMP3742 239 2 44" he^ht. 83" distance to curb line and extended crosswalk 01 0.1 01 0.3 Minor $1,650 $1,000 NAV PD SGNL A at El Camino Real and Aviara Partiway RMP3743 239 2 39" height 48" distance to curb line and extended crosswalk 01 0.1 01 0.3 Minor $850 $850 N/W PD SGNL B at El Camino Real and Aviara Padway RMP3743 239 2 44" height. 54" distance to curb line and extended crosswalk 01 01 0.2 Minor $650 $660 N/E PD SQNL A at El Camino Real and Alga Road RMP3746 240 2 39" height push button A is a new accessible signal w^ audlable tone 01 01 01 0.3 Minor $850 $850 N/E PD SQNL B at El Camino Real and Alga Road RMP3746 240 2 46" height: 31" distance to curb line and extended crosswalk 01 01 0.2 Minor $650 $660 S/E PD SGNL A on El Camino Real end Alga Road RMP3747 240 2 45" height 3 ramp directional 01 01 0.2 Minor $650 $660 S/E PD SGNL A on El Camino Real and Alga Road RMP3748 240 2 46" height 50' distance to curb line. 63" distance to E/W crossing, 57" distance to N/S crossing 4 ramp directional 01 01 01 0.3 Minor $1,650 $1,000 S/E PD SGNL A on El Camino Real and Arenal Road RMP3227 244 2 46.5" height 24" distance to curb line and 45" distance to extended cnasswalk 0.5" upllftsd expansion Joint In direct path of travel 01 0.1 01 0.3 Minor $1,650 $1,000 S/E PD SGNL B on El Camino Real and Arenal Road RMP3227 244 2 46" height. 28" distance to curb line and 59" to extended crosswalk: exceeds 10' distance bet/^een poles 01 0.1 0,25 01 0.55 •Moderate $2,650 $1,000 N/E PD SGNL A on El Camino Real and Arenal Road RMP3228 244 2 43" height, 31" distance to curb line and 60" dislsnce to extended crosswalk 01 01 0.2 Minor $650 $650 N/E PD SGNL B on El Camino Real and Arenal Road RMP3228 244 2 47.5" height 21" distance to cuds line and 27" distance to extended cnssswalk 01 0,1 01 0.3 Minor $1,650 $1,000 NAV PD SGNL A on El Camino Real and Arenal Roed RMP3229 244 2 45" he^ht 15" distance to curb line and extended crosswalk, parallel to crosswalk 01 0,25 01 0.45 Minor $1,650 $1,000 NAV PD SGNL B cn El Camino Real and Arenal Road RMP3229 244 2 46" height, 47.5" distance to curb line and 51" to extended crosswalk. 01 01 0.2 Minor $650 $650 SAV PD SGNL A on El Camino Real and Arenal Road RMP3230 244 2 45" height duplicate push button A (s is 54" distance to curb line me pote) 8,20" 01 01 0.2 Minor $650 $660 S/W PD SGNL B on El Camino Real and Arenal Road RMP3230 244 2 45" height. 36" distance to curb line and extended crosswalk 01 01 0.2 Minor $650 $660 S/E PD SGNL A on El Camino Real and Cosla del Mar Road RMP4612 248 2 46" height: 70" distance to curb line and extended crosswalk 01 0.1 01 0.3 Minor $1,650 $1,000 N/E PD SGNL A on El Camino Real and Costa del Mar Road RMP4613 248 2 48.5" height 01 01 01 0.3 Minor $850 $860 N/E PD SGNL B on El Camino Real and Costa del Mar Road RMP4613 248 2 48" height 62" distance to curt line and extended crosswalk 01 0.1 01 0.3 Minor $1,650 $1,000 NAV PD SGNL on El Camino Real and Costa del Mar Road RMP4614 248 2 45,5" height 19" distance to curb line and extended crosswalk 01 0,25 01 0.46 Minor $1,650 $1,000 S/E PD SGNL A on El Camino Real and La Cosla Avenue RMP3331 251 2 44" height audibte signal 01 01 0.2 Minor $650 $650 S/E PD SGNL B on El Camino Real and La Cosla Avenue RMP3331 251 2 44" height exceeds 5' distance to extended crosswalk and curb line 01 0.1 01 0.3 Minor $1,650 $1,000 N/E PD SGNL A on El Camino Real and La Costa Avenue RMP3332 251 2 46" height 58" distance to curb line, parallel to crosswalk 01 01 0.2 Minor $650 $660 N/E PD SGNL a on El Camino Real and La Cosla Avenue RMP3332 251 2 40" height 31" to curb line and extended crosswalk: exceeds 10 in between signal poles 01 0,25 01 01 0.65 MMlanle $1,850 $1,000 N/W PD SGNL A on El Camino Real and La Costa Avenue RMP3333 251 2 38.5" height 01 01 01 0.3 Minor $350 $860 NAV PD SGNL B on El Camino Real and La Costa Avenue RMP3333 251 2 38" height exceeds 5' distance to extended crosswalk: 23" distance to curb tine 01 0.1 01 0.1 01 0.5 IVIoderate $2,850 $1,000 S/W PD SGNL A on El Camino Real and La Costa Avenue RMP3334 251 2 47" height 01 01 0.2 Minor $650 $660 SAV PD SGNL B on El Camino Real and La Cosla Avenue RMP3334 251 2 47" height 22" distance to curb line: 42" distance to extended crosswalk 01 0.1 01 0.3 Minor $1,650 $1,000 PD SGNL A at El Camino Real and La Costa Town Center KTUA621 257 2 39" Height 5' to curb line and 8' to crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PD SGNL A at NE RMP at El Camino Real and La Costa Town Center KTUAe20 257 2 38" Height 46" to crosswalk and 40" to curb line 01 01 01 0.3 Minor $850 $860 PD SGNL A at SE RMP at El Camino Real and La Costa Town Center KTUA623 257 2 37" Height: 21" to crosswalk and curbline 01 0.1 01 01 0.4 Minor $1,850 $1,000 PD SGNL B at NE RMP at El Camino Real and La Costa Town Center KTUA623 257 2 38.5" Height 46" to crosswalk and 40" to curb line 01 01 01 0.3 Minor $850 $860 PD SGNL A RMP2597 260 2 48" Height exceeds 5' to crosswalk and curb 01 01 01 0.3 Minor $1,650 $1,000 o Construction Categorv Band Relocate / Replace Adjust Construct Update Install Trim Remove Grind Composite all Items Composite ail Items FOCUS AREA 'A' 1 g 1 1 ^ li 1 o 1 1 1 1 & PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Comnliance [tem 1 1 1 i If it || 1 o 1 b s g" 1 1 i 1 Cotor Pole Bare Actuata Distan CrosswEdltLine Actuata DislatK Line Actuata Distan Buttons if Push Button Pa Direction of Cm IT 1 ! il Buttons are old: instead of dome actuata III Ifl 21.1 h ll J K ll 1 o .s 1 1 s g" 1 3ross CosIs (sa nunting occurs) 1 t O n. •B 1 Lpcation Facility ID Mafi. Page lisi Existing condition Notes item Cost $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $260 PDSGNLB RMP2597 260 48.5" Height 38" to curb and 38" to crosswalk: exceeds 10' between signals 01 0.26 0.1 01 0.55 Moderate $1,850 $1,000 PD SGNLA RMP2837 260 2 not accessible: exceeds 5' to crosswalk and curb line 01 0.1 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP2837 260 2 38" Height 33" to cud? line and 49" to crosswalk: exceeds 10' behveen signals 01 0,25 0.1 01 0.55 Moderate $1,850 $1,000 PDSGNLA RMP2840 260 2 48" Height; 36" to crosswalk and 26" to curb 01 0,1 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP2840 260 2 4r Height; 18" to curb and 36" to crossvralk 01 025 01 0.46 Minor $1,660 $1,000 PDSGNLA RMP2938 260 2 37.5" Height exceeds 5' to curb and crossvralk 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNL B RMP2938 260 2 not accessible: 5' to curb however exceeds 5' to crosswalk; exceeds 10 betvwen signals 01 01 025 01 0.55 •Hoderate $2,650 $1,000 PDSGNLA RMP2595 266 2 40" He^ht 24" to curb and 60" to crosswalk 01 0,1 01 01 0.4 Minor $1,850 $1,000 PDSGNL B RMP2595 26« 2 48" Height 21" to curb and exceeds 5' to crosswalk; exceeds 10' betrveen signals 01 01 0,1 0,25 01 0.65 •Moderate $3,650 $1,000 PDSGNLA RMP2596 266 2 38" Height; 25" to curb line and 61" to crossvralk 01 01 0.1 01 01 0.5 Moderate $2,850 $1,000 PDSGNLB RMP2596 266 2 46" Height; 25" to curb and 34" to crossvralk: exceeds 10 between signels 01 0.1 0.25 01 0.65 IVIoderate $2,650 $1,000 PDSGNLA RMP2598 266 2 46" Height 26" to curb and exceeds 5' to cnssswaik 01 01 01 01 0.4 Minor $2,650 $1,000 PD SGNL B RMP2598 266 2 48" Height 22" to curb: exceeds 5' to crosswalk 01 01 0,1 01 0.4 Minor $2,650 $1,000 PO SGNL A RMP2342 269 2 39" He^ht: 36" to curb line and greater than 5' to crossvralk 01 0,1 01 01 0.4 Minor $1,850 $1,000 PDSGNLB RMP2342 269 2 40" Hesht 27" to curb line and 49" to crossvralk 01 0.1 01 01 0.4 Minor $1,850 $1,000 PDSGNLA RMP2343 269 2 41" Height 16" to cuds line and crosswalk 01 0.25 01 01 0.55 lUodcrate $1,850 $1,000 PO SGNL B RMP2343 269 2 41" Height 26' to curb Hne and crosswalk 01 0.1 01 01 0.4 Minor $1,850 $1,000 PD SGNLA RMP2344 269 2 39" Height: exceeds 5' to curb line and crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNL B RMP2344 269 2 39" He^ht: 39" to curb line and 46" to crosswalk: exceeds 10' between signals 01 0.25 0.1 01 0.56 Moderate $1,850 $1,000 PD SGNLA RMP2345 269 2 39" Height 37" to curb line and 44" to crossvralk 01 01 01 0.3 Minor $850 $860 PDSGNLB RMP2345 269 2 39" Height; 32" to curb line and 44" to crossvralk; exceeds 10' between signals 01 0.25 0.1 01 0.65 ttoderate $1,850 $1,000 PDSGNLA RMP2504 276 2 45.5" Height 19" to curb line and exceeds 5' to crosswalk 01 0.1 0,25 01 0.55 Moderate $2,650 $1,000 PD SGNL B RMP2504 276 2 41" He^ht 25" to curb line and 34" to crossvralk: exceeds 10' between signals 01 0,1 0.25 0.1 01 0.65 Moderate $2,850 $1,000 PDSGNLA RMP2505 276 2 47" Height 14" to curb line and 24" to crosswalk 01 0,25 01 0.45 Minor $1,650 $1,000 PDSGNLB RMP2505 276 2 49' Height 33" to curb line and 64" to crosswalk; exceeds 10' behveen signals 01 0.1 0.25 0,1 01 0.65 Moderate $2,850 $1,000 PDSGNLA RMP2506 276 2 46' He^ht 27' to curb line: exceeds 5' to crossvralk 01 0.1 01 01 0.4 Minor $2,650 $1,000 PDSGNLB RMP2506 276 2 48" Height 24' to curb line; exceeds 5' to crosswalk: exceeds 10 between signals 01 01 0,1 0,25 01 0.65 •Moderate $3,650 $1,000 PDSGNLA RMP2507 276 2 47" Height 19" to curb line and exceeds 5' to crosswalk 01 0,1 0.25 01 0.55 •Moderate $2,650 $1,000 PDSGNL B RMP2507 276 2 46.5" Height 26" to curb line: exceeds 5' to crosswalk: exceeds 10' between signals 01 01 0.1 0.25 01 0.65 Moderate $3,650 $1,000 PDSGNLA RMP3078 281 2 39" He^ht exceeds 5' to Curb line and crossvralk: button not accessible 01 0.1 0,1 0,25 01 0.65 Moderate $2,050 $1,000 PD SGNLA RMP3079 281 2 39" Height exceeds 5' to curb line and crossvralk 01 01 01 01 0.4 Minor $1,850 $1,000 PD SGNLB RMP3079 281 2 38.5" Height 60' to curb; exceeds 5' to crosswalk: exceeds 10' between signals 01 0,1 0,25 0.1 01 0.65 Moderate $2,850 $1,000 PDSGNLA RMP3080 281 2 38" Height 21" to curb line and crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNLB RMP3080 281 2 40" Height 20" to curb line and 30" to crosswalk; exceeds 10' between signals 01 0.1 0,25 0,1 1 0.65 •Moderate $2,850 $1,000 FOCUS AREA 'A' PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Construction Category: BaiKi Relocate / Replace Adiust Construct Update Install Trinn Remove Grind Composite all Items Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Com^^fflnce item Color Pote Banding Actuator Distance from Crosswalk Une Actuator Distance from Curb Line ^duator Oistance from other Buttons Field VMi IdenHied Signal Noiv Conforming if 1 s .| Actuator Height [.evoi Clear Floor Space Clear Floor Space at Push jButlon Buttons are old style actuators instead of dome or arrow actuator fed signal and actuator does hot support countdown timer or audible countdown Vegetative Obstruction in Clear Floor Space Hard Obstmction in Clear Floor Space Upift in Clear Floor Space jcornKKile Scores or Costs Composite Rating Category 1 1 t Net Costs (with Maximum for lamp replacement Location IMap Facilitv ID Eaas Tier Existina Condition Item Notes Co* $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $eoo $100 $1,133 $2S0 PDSGNLA RMP4781 281 40" Height; exceeds 5' to curb line and crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PD SGNL at Curb remp west of RMP 111 KTUA594 AB04 Access to traffic- control device Is blocked by overgrown Ice plant. Traffic- control device does not have required cotor coding 01 01 0.1 0.3 Minor $750 $760 PD SGNL at Curb ramp west of RMP 110 KTUAS95 A604 Access to traffic- control slgnai device is blocked by bushes, Traffic- conlrol device does not have required color coding 01 01 0.1 0.3 •Minor $750 $760 PD SGNL at Northwest corner of Cadsbad Blvd, and State St. KTUA503 AE04 East traffic- control device does not have required color coding, required clear loor space slopes 9-0% 01 0.25 01 0.45 Minor $950 $850 PD SGNL at Northwest corner of Carlsbad Blvd. and Stats St. KTUA503 AE04 1 South traffic- control device does not have required color coding 01 01 0.2 Minor $650 $660 PD SGNL at Curb ramp at southwest comer of Pine and Carlsbad Blvd. KTUA596 AG04 1 Traffic- control device does not have required cotor coding and is mounted 50 1/4" AFF 01 01 01 0.3 Minor $850 $850 PD SGNL at Crosswalk junction along West side of Carlsbad Blvd. at Tamarack KTUA644 AI05 1 Traffic- control devtoe does not have required cotor coding 01 01 0.2 Minor $650 $660 PD SGNL at Crosswalk junction atong West KruA645 AlOS 1 No accessible routa immediately attached to traffto- control device provided 01 01 0.2 Minor $650 $660 PDSGNL RMP1018 ANOS 1 Tratdc- control devtoe dow rwt have required cotor coding 01 01 0.2 Minor $650 $650 PO SGNL RMP1019 AN09 1 Traffic- control devtoe does not have required cotor coding 01 01 0.2 Minor $650 $650 PDSGNL RMP1019 AN09 1 Traffic- control device does not have required cotor coding 01 01 0.2 Minor $650 $650 PD SGNL West side ot Carlsbad Blvd. between Cannon and Tierra del Oro KTUA648 AN09 1 Traffic- control devtoe does not have required cotor coding, mounted 54 1/2" above finished grade 01 01 01 0.3 Minor $850 $850 PD SGNL at West side of Carlsbad Blvd., south KTUA642 AO09 1 Traffic- control devtoe does not have required cotor coding 01 01 0.2 Minor $650 $650 PDSGNL RMP 1338 RMP1338 AP10 1 Traffic- control devtoe does not have required cotor coding and there is no accessible route leading to device 01 01 0.2 Minor $650 $650 PD SGNL RMP 1339 RMP1339 AP10 1 Traffic- control device does not have required cotor coding 01 01 0.2 Minor $650 $650 PDSGNL at Bus stop West of RMP 1338 KTUA642 AP10 1 Traffic- control device does not have required cotor coding and there is no accessibte route leading to device Coondinate with reach range requirements 01 01 0.2 Minor $650 $660 PD SGNL at Crosswalk at Solamar KrUA643 AR12 1 Traffic- control device does not have required cotor coding and is not tocated on an accessible route 01 01 0.2 Minor $650 $660 PD SGNL at Northeast cuds ramp at Solamar and Carlsbad B^d. ICTUA515 AR12 1 Tratfic- conttfll devtoe does not have required cotor coding 01 01 0.2 Minor $650 $650 PD SGNL at Southeast curij ramp at Solamar and Carlsbad Blvd. KTUA587 AR12 1 Traffic- control device does not have required cotor coding 01 01 0.2 Minor $650 $660 PDSGNL at RMP 1343 RMP1343 AU13 1 Traffic- control devtoe does not have required cotorcoding: Cleartloorspece at traffic- control device slopes 10,7% 01 0.25 01 0.46 Minor $850 $860 PDSGNL at RMP 1341 RMP1341 AU14 1 Tratfic- control device does not have required cotorcoding 01 01 0.2 Minor $650 $660 PDSGNL RMP 1342 RMP1342 AU14 1 Guardrail reduces required clear floor space at traffic- control signal; Traffic- control device does not have required color coding 01 0.26 01 0.46 Minor $850 $860 PDSGNL RMP2215 RMP2215 AW14 1 Tratfic- control device does not have required cotor coding 01 01 0.2 Minor $650 $650 PDSGNL RMP 2216 RMP2216 AWI 4 1 Traffic- control devtoe does not have required cotor coding 01 01 0.2 Minor $650 $650 PO SGNL Crosswalk at North Breakwater KTUA578 AW14 1 Traffic- control device does not have required cotorcoding;No accessible route provided to traffic- control signal 01 01 0.2 Minor $650 $660 PDSGNL RMP 2201 RMP2201 AX17 1 East traffic- control devtoe does not have required color coding; Required clear fioor space at east traffto- control signal has slopes up to 3,1% 01 01 01 0.3 Minor $850 $850 PDSGNL RMP2201 RMP2201 AX17 1 North tratfic- control devtoe does not have required cotor coding 01 01 0.2 Minor $650 $650 PDSGNL RMP2202 RMP2202 AX17 1 Tratfic- con^l devfee does not have required cotorcoding 01 01 0.2 Minor $650 $660 PDSGNL RMP 2202 RMP2202 AX17 1 Traffic- controt devtoe does not have required cotorcoding 01 01 0.2 Minor $650 $650 PDSGNL RMP2203 RMP2203 AX17 1 South traffic- control devtoe does not have required cotor coding; Required clear floor space at south traffic- control signal has stopes up to 7,9% 01 025 01 0.45 Minor $850 $850 PDSGNL RMP 2203 RMP2203 AX17 1 West traffic- control devtoe doe* not have required cotorcoding; Westtraftlc- controi device is located 25' from curb ramp; Required dear ftoor space at vtest 01 025 0.25 025 01 0.95 0.45 Moderate $2,850 $1,000 PDSGNL at RMP 2204 RMP2204 AX17 1 West traffic- control device does not have required coior coding; Required clear ftoor space at west traffic- control signal has cross slopes up to 6,9% 01 0.25 01 0.95 0.45 Minor $650 $860 PDSGNL at RMP 2204 RMP2204 AX17 1 North traffic- control device does not have required color coding; Required clear floor space at north traffic- control signal has slopes upto 10.3% 01 025 01 0.46 Minor $850 $860 PDSGNL RMP 2217 RMP2217 AY15 1 Traffic- control devtoe does not have required cotor coding: Traffic- control device does not have a level clear floor spaM 01 0.25 01 0.45 Minor $850 $860 FOCUS AREA'A' PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Construction Cateqorv: Band Relocate / Replace Adiust Construct Update Install Trim Remove Grind Composite all Items Composite all Items FOCUS AREA'A' PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Compliance Item Color Pole Banding ^ualor Distance from prosswalk Line Actuator Distance from Curb Line Actuator Distance from other Buttons Field Wolii Idenlilied Signal Non Conlorming Push Button Parallel lo Direction of Crossing Actuator Height I jLevel Clear Floor Space Clear Floor Space at Push Pullon Buttons are old style actuators | instead of dome or arrow { actuator 1 Ped signal and actuator does | not support countdown timer or i audible counldoiMi i Vegetative Obstmction in Cleaf Floor Space hard Obstruction in Clear Floor \ ppace : Uplift in Clear Floor Space Composite SCOBS or Costs I p : J Gross Costs (some dottle counting occura) Net Costs (with Maximum for ramp replacement Location Facility ID Map Page list Item Existina Condition Notes cost $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $eoo $600 $100 $1,133 $260 POSGNI. RMP 2218 RMP2218 AY15 1 Traffic- control device does not have required cotor coding; Traffic- control device do not have a level clear floor space at buttons in either directton 01 0.25 01 0.46 Minor t850 $850 PDSGNL RMP 2218 RMP2218 AY15 1 Traffic- control devtoe do not have a level clear floor space at buttons In either directton 01 0.25 01 0.46 Minor $850 $860 PDSGNL RMP 2219 RMP2219 AY15 1 Traffic- control devtoe does not have required color coding 01 01 0.2 Minor $650 $660 PDSGNL RMP 2220 RMP2220 AY15 1 Traffic- control devtoe does not have required cotor coding 01 01 0.2 Minor $650 $650 PDSGNL RMP 2228 RMP2228 AY17 1 Traffic- control devtoe does net have required cotor coding 01 01 0.2 Minor $650 $650 PDSGNL RMP2228 RMP2228 AY17 1 No clear floor space provided at north fraffic- control signal: Traffic- control device does not have required color coding 01 0.25 01 0.46 Minor $850 $850 PD SGNL at RMP 2229 RMP2229 AY17 1 TfBffic- control devtoe does not have required cotor coding 01 01 0.2 Minor $650 $650 PDSGNL at RMP 2230 RMP2230 AY17 1 Traffic- control devtoe does not have required cotor coding 01 01 0.2 Minor $650 $660 PDSGNL at RMP 2221 RMP2221 AZ16 1 Traffic- control devtoe does not have required cotor coding 01 01 0.2 Minor $650 $660 PDSGNL at RMP 2222 RMP2222 AZ16 1 Traffio- control devtoe does net have required color coding 01 01 0.2 Minor $650 $650 PDSGNL at RMP 3388 RMP33S8 BBI 6 1 Traffic- control device does not have required cotor coding 01 01 0.2 Minor $650 $650 PD SGNL st RMP 3389 RMP3389 8B16 1 Traffic- control device does not have required cotor coding: Clear floor space at traffic- control devtoe stopes 6.3% 01 025 01 0.46 Minor $850 $850 PO SGNL at Northwest corner of Carlstad BW6. and Avenida Encinas KTUA646 BB16 "r Traffic- control device does not have required cotor coding 01 01 0.2 Minor $650 $660 PD SGNL at Southwest corner of Carlsbad Blvd. and Avenida Encinas KrUA647 BB16 1 No accessible route or required clear floor space provided at traffto- conliol devtoe:Traffle- control devtoe does not have required cotor coding 01 0.25 01 0.46 Minor $850 $860 PDSGNL at RMP 3384 RMP3384 BB17 1 Tratfic- control devtoe does not have required color coding 01 01 0.2 Minor $650 $660 PDSGNL RMP 3385 RMP3385 BBI 7 1 Traffic- control devtoe does not have required color coding: Clear floor space at traffic- control devtoe stopes 10.1% 01 025 01 0.45 Minor $850 $860 PDSGNL at RMP 3386 RMP3388 BB17 1 Traffic- conuol device does not have required cotor coding 01 01 0.2 Minor $650 $660 PDSGNL RMP 3387 RMP3387 BBI 7 Traffic- control device does not have required cotor coding: Clear floor space at traffic- control devtoe cross slopes 8.1% 01 0.25 01 0.45 Minor $850 $850 PD SGNLA RMP1004 2 utility w/0.25" uplift directly below actuator: 20" to curb end crossvralk 01 0.1 01 0.1 0.4 Minor $1,900 $1,000 PO SGNL B RMP1004 2 48.5" Height 24" to curb and crosswalk 01 0.1 01 01 0.4 Minor $1,850 $1,000 PD SGNL B RMP1005 2 47" Height 28" to curb: required ftoor space cross slope 4-6%: no required coksr coding or audible signal 01 0.1 0.25 01 0.55 Moderate $1,850 $1,000 PDSGNLA RMP1006 2 insuffictont floor space ctoarance - 25": no required color coding or eudlble signal 01 0.25 01 0.45 Minor $850 $860 PDSGNLA RMP1009 2 exceeds 5' from crosswalk: not paralell w/ p.o.t: no required cotor coding: no audible signal: required clear floor space cross slopes 8%: exceeds 10" between 01 01 0.25 0.1 0.25 01 0.9 Moderate $3,050 $1,000 PDSGNLA RMP1010 2 exceeds 5' to crosswalk: no required color coding or audible signal: required ctoar floor space cross slope 7% 01 01 025 01 0.55 •Moderate $1,850 $1,000 PD SGNLB RMP1010 2 49" Height: required ctear floor space cross stope 7%: no required color coding or audible signal 01 01 0.25 01 0.56 Moderate $1,050 $1,000 PO SGNL A RMP1377 2 required clear floor space cross slopes 4-8%: no required cotor coding or audible signal: exceeds 10' between signals 01 025 025 01 0.7 IVIoderate $1,850 $1,000 PD SGNL B RMP1377 2 40.5" Height required ctear floor space cross stopes 3-5.5%: no required cotor coding or audibte signal: exceeds 10' betvwen s^nals 01 025 01 025 01 0.8 IVIoderate $2,050 $1,000 PDSGNLA RMP1415 2 47" Height: insuftoient fioor space clearance - 20": no required cotor coding or audibte signal 01 0.25 01 0.45 Minor $850 $860 PDSGNLB RMP1415 2 47" Height: exceeds 5' to crosswalk; no required coior coding: required ftoor space cross stopes 4% 01 01 01 01 0.4 Minor $1,850 $1,000 PD SGNL A and B (Same Pole) RMP2047 2 minimal actuator access located adjacent io steep hillside causing dangen?us conditions: 39" height: no required cotor coding craudibte signal dangerous condition 01 01 0.25 01 0.55 Moderate $1,050 $1,000 PDSGNLA RMP3168 2 no required color coding or audibie signal 01 01 0.2 Minor $650 $660 PDSGNL B RMP316S 2 42" ctear and utility box w/gaps and uplifts in p.o.t next to pole; no required cotor coding or audibte signal 01 0.25 01 0.25 0.7 Moderate $1,983 $1,000 PDSGNLA RMP3169 2 exceeds 5' to crosswalk: no required color coding or audltile signal; 44" ctear p.o.t. at base: exceeds 10' between signal 01 01 025 0.25 01 0.8 Moderate $2,850 $1,000 PDSGNLB RMP3169 2 41" ctear p.o.t. at base w/ utility box w/ uplifts in p.o.t: exceeds 10' between signals 01 0.25 01 0.25 01 0.25 1.05 Moderate $3,183 $1,000 Construction Cateaorv: Band Relocate / Replace Adjust Construct Update Install Trim Remove Grind Composite all Items Composite all Items FOCUS AREA 'A' o 1 t z 1 1 s 11 •o .i S 6 i Ctoslmclion in Clear 1 o 1 1 1 1 i PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Compliance item 1 1 i S 1 I 1 if s 1 * 1 1 i Ctoslmclion in Clear 1 o 1 1 J f cr l| ll 3 1 kctuatcrD brossvnik 1 « _] kctualorD buttons if i g CO -S ll 1 1 i o do Buttons ar instead oi Ped signa Inotsuppa kudibleco IS. il i 8 o i i« It « 1 z, 12 Location FacilltY IP Map Paoe Existina Condition Notas Item Cost $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $800 $600 $100 $1,13$ $260 PD SGNL A and B (Same Pole) RMP4611 2 40" Height, required clear floor space slopes exceed 2%; no audible signal or required cotor coding 0.1 01 01 0.3 Minor $550 $850 PDSGNLB RMP4611 2 47" Height; exceeds 60" to crosswalk; no required color coding or audible signal; exceeds 10' between signals 01 01 0.26 01 0.56 IVIoderate $2,650 $1,000 RMP 1344 RMP1344 AU13 1 Tratfic- control device does not have required color coding 01 01 0.2 Minor $650 $660 RMP 2227 RMP2227 AY17 1 East traffic- control device does not have required color coding; No clear floor space provided at east traffic- control signal 01 0.25 01 0.46 Minor $850 $860 RMP 2227 RMP2227 AY17 1 South traffic- control device does not have required color coding; Required clear floor space at south traffic- control signal has slopes up to 14,3% due to curb 01 025 01 0.46 Minor $850 $8S0 PD SGNL at Northeast curb ramp atSoiamer and Carlsbad Blvd. iauA515 AR12 1 Tratfic- control device does not have required color coding 01 01 0.2 Minor $1,053,547 $1,000 PD SGNL Crosswalk at North Breakwater KTUA578 AW14 1 Trafflc- control device does not have required color coding:No accessible route provided to trafflc- control signal 01 01 0.2 Minor $650 $660 PD SGNL at Southeast curb ramp at Solamar and Carlsbad Blvd. KTUA587 AR12 1 Traffic- control device does not have required color coding 01 01 0.2 Minor $650 $660 PD SGNL at Curb ramp at southwest comer of Pine and Carlsbad Blvd. KTUA596 AG04 1 Trafflc- control device does not have required color coding and is mounted 50 1/4" AFF 01 01 01 0.3 Minor $850 $860 PD SGNL at Bus stop West of RMP 1338 KTUA642 AP10 1 Trafflc- control device does not have required color coding and ^re is no accessible route leading to device Coordinate with reach range requirements 01 01 0.2 Minor $650 $660 PD SGNL at West side of Carlsbad Blvd.. south ot Cannon to Cerezo KTUA642 AO09 1 Traffic- control device does not have required color coding 01 01 0.2 Minor $650 $650 PD SGNL at Crosswalk at Solamar KTUA643 AR12 1 Trafflc- control device does not have required cokir coding and is not located on an accessible route 01 01 0.2 Minor $660 $650 PD SGNL at Crosswalk junction along West side of Carlsbad Blvd. at Tamarack KTUA644 AlOS 1 Trafflc- control device does not have required cokir coding 01 01 0.2 Minor $650 $650 PD SGNL at Crosswalk junction along West side of Carlsbad Blvd. at Tamarack KTUA645 AlOS 1 No accessible route immedlstety attached to traffic- control device provided 01 01 0.2 Minor $650 $650 PD SGNL at Northwest corner of Carlsbad Blvd. and Avenida Encinas KTUA64e BB16 1 Tratfic- control device does not have required cotor coding 01 01 0.2 Minor $650 $660 PD SGNL at Southwest corner of Carisbad Blvd. and Avenida Encinas KTUA647 BB16 1 No accessible route or required clear floor space provided at tratfic-control device;Traffic- control device does not have required color coding 01 0.25 01 0.46 Minor $850 $860 PD SGNL West side of Carlsbad Blvd. between Cannon and Tierra del Oro ICTUA648 AN09 1 Traffic- control device does not have required color coding, mounted 54 1/2" above finished grade 01 01 01 0.3 Minor $850 $860 N/E PO SGNL A and B (Same Pole) on El Camino Real and Camino Vida Robie KTUA599 204 1 A: 39" he^ht: B: 38,5" height; 27" to curb and crosswalk 01 0.1 01 01 0.4 Minor $1,850 $1,000 S/E PD SGNL A and B {Same Pole) at El Camino Real and Camino Vida Robie KTUA600 204 2 A: 39" height B: 39" height 29" to curb and crosawalk 01 0.1 01 01 0.4 Minor $1,850 $1,000 PD SGNL A and B (N/E RMP at College and Salk) KTUA606 141 2 38.5" Height 25' to curb line; 30" to crosswalk visual numeric countdown 01 0.1 01 0.3 Minor $1,250 $1,000 PD SGNL 6 (S/E RMP at College and Salk) KTUA607 141 2 39.5" Height 32" to curb line and crosswalk exceeds 10' between signals 01 0.25 01 01 0.66 Moderate $1.8S0 $1,000 PD SGNL A (S/E RMP at College and Salk) KTUA607 141 2 38.5" Height 62" to curb line and crosswalk 01 01 01 0.3 Minor $850 $850 PD SGNL A on Plaza Dr. and El Camino Real ICTUA608 4 2 height of push button; 39"; exceeds 5' to crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 N/W PD SGNL on Plaza Dr. KTUA610 4 2 not compliant 01 1 01 1.2 IWoderate $1,650 $1,000 PD SGNL B on Plaza Dr. and El Camino Real KTUA611 4 2 height ot push fejttons: 39.5" 01 01 01 0.3 Minor $850 $850 S/W PD SGNL on Plaza Dr. ICrUA613 12 2 compliant 01 0.1 Minor $50 $50 PD SGNL A at NE RMP at El Camino Real and La Costa Town Center KTUA620 257 2 38" Height; 46" to crosswalk and 40" to curb line 01 01 01 0.3 Minor $850 $860 PD SGNL A at El Camino Real and La Costa Town Center KTUA621 257 2 39" Height; 5' to curb line and 8' to crosswalk 01 025 01 01 0.65 IModerate $1,650 $1,000 PD SGNL A at SE RMP at El Camino Real and La Costa Town Center ICTUA623 257 2 37" Height Zrtocrosswalkandcurbline 01 0.1 01 01 0.4 Minor $1,850 $1,000 PD SGNL B at NE RMP at El Camino Real and La Costa Town Center ICTUA623 257 2 38,5" Height 46" to crosswalk and 40" to curb line 01 01 01 0.3 Minor $850 $850 PD SGNL A (S/W RMP at College and Salk) KTUA634 141 2 40.5" Height 7'4" to crosswalk; 7'10" to curb line visual numeric countdown 01 01 01 01 0.4 Minor $1,850 $1,000 PD SGNL A (N/W RMP at College and Salk) iaiJA641 141 2 39" Height; 72" to crosswalk and curb visual numeric countdown 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNL RMP1018 ANOS 1 Trafflc- control device does not have required color coding 01 01 0.2 lUinor $650 $660 PD SGNL RMP1019 ANOS 1 Trafdo- control device doe* not have required color coding 01 01 0.2 Minor $650 $660 FOCUS PRIORITY LEVEL 3 P Construction Cateaorv: Band Relocate / Replace Adjust Construct Update Install Trim Remove Grind Composite all Items Composite all Items FOCUS PRIORITY LEVEL 3 P AREA 'A' EDESTRIAN SIGNALS Compliance Item polor Pole Banding ^ctualof Distance from |OossvH3& Line Actuator Distance Irrxn Curb Une Actufrtor Oistance Irom other Buttons iField WMt Idenlilied Signal Non ponlorming Push Button Parallel to Direction of Crossing ^uator Height Level Clear Floa Space Clear Floor Space at Push Button Buttons are dd style actuators instead of dome or an-ow actuator Ped signal and actuata does not support oounUown timer a audible countdo\Mi Vegetative Obstnjction in Clear Floa Space hard Obstruction in Clear Floa Space bpH) in Clear Floa Space Composite Scores a Costs ,Cofiipt:)site Rating Category o g §1 c 8 jNet Costs (with IMaximum fa ^amp replacement Location Facilitv ID Map Pape Tier Item Existina Condition Notes $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $«00 $600 $100 $1,133 $260 PDSGNL RMP1019 AN09 1 Traffic- control device does not have required color coding 0.1 01 0.2 Minor $65: $650 PDSGNL RMP 1338 RMP1338 AP10 "V Traffic- control device does not have required color coding and there is no accessible route leading to device 0,1 01 0.2 Minor $650 $650 PDSGNL RMP 1339 RMP1339 AP10 1 Tratfic- control device does not have required color coding 0.1 01 0.2 Minor $650 $650 PD SGNL at RMP 1341 RMP1341 AU14 1 Traffic- control device does not have required color codlr^ 0.1 01 0.2 Minor 1650 $650 PDSGNL RMP 1342 RMP1342 AU14 1 Guardrail reduces required clear ftoor space at traffic- control signal; Traffic- control device does not have required color coding 0,1 0.25 01 0.46 Minor $550 $860 PDSGNL at RMP 1343 RMP1343 AU13 1 Tratfic- control device does not have required color coding; Clear floor space at tratfic- control device slopes 10,7% 0.1 025 01 0.45 Minor $950 $860 PDSGNL RMP 2201 RMP2201 AX17 1 East traffic- control device does not have required color coding; Required dear floor space at east traffic- control signal has slopes upto 3.1% 0.1 01 01 0.3 Minor $550 $860 PDSGNL RMP 2201 RMP2201 AX17 1 Norti traffic- control device does not have required color coding 0.1 01 0.2 Minor $650 $660 PO SGNL RMP 2202 RMP2202 AX17 1 Tratfic- con^l device does not have required cotorcoding 0.1 01 0.2 Minor $650 $650 PDSGNL RMP2202 RMP2202 AX17 1 Traffic- control device does not have required color coding 0.1 01 0.2 Minor $650 $650 PDSGNL RMP2203 RMP2203 AX17 1 South traffic- control device does not have required color coding; Required dear floor space at south traffic- control signal has slopes up to 7.9% 0.1 0,25 01 0.45 Minor $850 $850 PDSGNL RMP2203 RMP2203 AX17 1 West tratfic- control device does not have required color coding; West tratfic- control device is located 25' from curb ramp; Required clear floor space at west 0.1 0,25 01 01 0.55 IModerata $1,850 $1,000 PDSGNL at RMP 2204 RMP2204 AX17 1 West tratfic- control device does not have required color coding; Required clear floor space at west traffic- control signal has cross slopes up to 6.9% 0.1 025 01 0.45 Minor $850 $850 PDSGNL at RMP 2204 RMP2204 AX17 1 North tratfic- control device does not have required color coding; Required clear floor space at north traffic- control signal has slopes upto 10.3% 0.1 0,25 01 0.45 Minor $850 $850 PDSGNL RMP2215 RMP2215 AWI 4 1 Trafflc- control device does not have required color coding 0.1 01 0.2 Minor $650 $650 PDSGNL RMP2216 RMP2216 AWI 4 1 Tratfic- control device does not have required color coding 0.1 01 0.2 Minor $650 $660 PDSGNL RMP 2217 RMP2217 AY15 1 Traffic- control device does not have required color coding; Traffic- control devk» does not have a level clear floor space 0.1 01 01 0.3 Minor $350 $860 PDSGNL RMP2218 RMP2218 AY16 1 Traffic- control device does not have required color coding; Tratfic- control device do not have a level dear floor space at buttons in either direction 0.1 01 01 0.3 Minor $850 $860 PDSGNL RMP2218 RMP2218 AY15 1 Tratfic- control device do not have a level clear floor space at buttons in either direction 0.1 01 01 0.3 Minor $850 $850 PDSGNL RMP2219 RMP2219 AY15 1 Tratfic- control device does not have required color coding 0.1 01 0.2 Minor $650 $650 PDSGNL RMP2220 RMP2220 AY15 1 Traffic- control device does not have required cotor coding 0.1 01 0.2 Minor $650 $660 PDSGNL at RMP 2221 RMP2221 A216 1 Tratfic- control device does not have required cotor coding 0,1 01 0.2 Minor $650 $660 PDSGNL at RMP 2222 RMP2222 A216 1 Traffic- control device do» not have required cotor codir^ 0.1 01 0.2 Minor $650 $660 PDSGNL RMP 2228 RMP2228 AY17 1 Traffic- conlrol device does not have required color coding 0.1 01 0.2 Minor $650 $660 PDSGNL RMP2228 RMP2228 AY17 1 No clear fioor space provided at nortfi traffic- contt?l signal; Traffic- control device does not have required color coding 0.1 0,25 01 0.46 Minor $850 $850 PDSGNL at RMP 2229 RMP2229 AY17 1 Tratfic- controt device does not have required cotor coding 0.1 01 0.2 Minor $650 $650 PDSGNL at RMP 2230 RMP2230 AY17 1 Traffic- contivl device does not have required cotor coding 0,1 01 0.2 Minor $650 $650 PDSGNL at RMP 3384 RNP3384 BBI 7 1 Traffic- control device does not have required cotor coding 0.1 01 0.2 Minor $650 $650 PDSGNL RMP3385 RMP3385 BB17 1 Traffic- control device does not have required cotor coding: Clear floor space at traffic- control device slopes 10.1% 0.1 0,25 01 0.46 Minor $850 $860 PD SGNL at RMP 3386 RMP3386 BB17 1 Traffic- control device does not have required color coding 0.1 01 0.2 IWnor $650 $660 PD SGNL RMP 3387 RMP3387 BB17 1 Tratfic- control device does not have required cotor coding; Clear floor space at tratfic- contnsi device cross slopes S.1% 0.1 025 01 0.46 Minor $850 $860 PDSGNL at RMP 3388 RMP3388 BB16 1 Traffic- conlrol device does not have required cotor coding 0.1 01 0.2 Minor $650 $660 PDSGNL at RMP 3389 RMP3389 BB16 1 Tratfic- control device do« not have required cotor coding; Ctearfloor space at traffic- control device slopes 6.3% 0.1 025 01 0.46 NHnor $850 $860 PDSGNL atCurbrampwestof RMP 111 KTUA594 AB04 1 Access to traffic- control device is tjlocked by overgrown tee pJant Trafflc- control device does not have required cotor coding 0.1 01 0.2 Minor $650 $650 Construction Cateaorv: Band Relocate / Replace Adi ust Construct Update Install Trim Remove Grind Composite all Items Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Compl ance Item Cola Pole Banding Actuata Distance from Crosswalk Line Actuata Distance from Cub Line Actuata Distance from other Buttons Field Work Identified Signal Nort Conlaming hshButtoiParaUdlo Direction of Crossing Actuata Height Level Clear Fk»r Space bear Floa Space at Push Button Buttons are old style actuators instead oi dome a arrow pctuala Ped signal and actuata does not support counkkmn timer cr ^udible oountdovxi Vegetative Obslnjcinn in Clear Fkia Space IHard Obstnictkxi in Clea-Fknr Space UpHt in Clear FkMr Space Composite Scores a Costs Composile Rating Category 1 J 1 Net Costs (with Maximum fa ran^ replacement w Location F^eili»Y IP Map Page Tier Existino Conrliiian Notes Item Cost $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $eoo $600 $100 $1,133 $260 PDSGNL at Bus stop West of RMP 1338 KTUA642 AP10 1 Traffic- control device does not have required color coding and there is no accessible route leading to device Coordinate with reach range requirements 01 01 0.2 Minor $650 $650 PD SGNL at Crosswalk at Solamar KTUA643 AR12 T Traffic- control device does not have required cobr coding and is not located on an accessible route 01 01 0.2 Minor 5650 $650 PD SGNL at Crosswalk junctkjn atong West side of Carlsbad Blvd. at Tamarack KTUA644 AI05 1 Traffic- control device does not have required cotorcoding 01 01 0.2 Minor $650 $650 PD SGNL atCrosswalk junction along West side of Carlsbad B^d, at Tamarack KTUA645 AlOS 1 No accessible route immediately attached to traffto- control device provided 01 01 0.2 Minor $650 $650 PD SGNL at Curb ramp at souttiwest comer of Pine and Carlsbad Blvd, KTUA596 AG04 1 Traffic- control device does not have required color coding and te mounted 50 1/4- AFF 01 0,1 01 0.3 Minor $850 $860 PDSGNL at Curb ramp wast ofRMP 110 KTUA595 AB04 1 Access to traffic- control signal devtoe te btocked by bushes. TratTte- control devtoe does not have required cotor coding 01 01 0.2 Minor $650 $660 PD SGNL at Northeast curb ramp at Solamar and Carlsbad Blvd KTUA615 AR12 1 Traffic- control devtoe does not have required cotorcoding 01 01 0.2 Minor $650 $650 PD SGNL at Northwest corner of Cartebad Blvd. and Avenida Encinas KrUA646 BB16 1 Traflic- control device does not have required cotor coding 01 01 0.2 Minor $650 $650 PD SGNL at Northwestcomer of Cartebad Blvd. and Statc St, KTUASOS AE04 1 East traffic- control device does not have required cotor coding, required ctoar fioor space slopes 9.0% 01 025 01 0.45 Minor $860 $850 PD SGNL at Northwest corner of Carlsbad B^d, and State St. KTUA503 AE04 1 South traffic- control devtoe does not have required color coding 01 01 0.2 Minor $660 $650 PD SGNL at Southeast curb ramp at Solamar and Carlsbad Blvd. KTUA587 AR12 1 Traffic- control devtoe does not have required cotor coding 01 01 0.2 Minor $650 $650 PD SGNL at Southwest corner of Cartebad Blvd. and Avenida Encinas KTUA647 BBI 6 1 No accessible route or required ciear floor space provided at traffic- control devtoe;Traffic- control device does not have required color coding 01 025 01 0.45 Minor $850 $850 PD SGNL at West side of Cartebad Blvd., south of Cannon to Cerezo KTUA642 AO09 1 Traffic- control device does not have required cotor coding 01 01 0.2 Minor $650 $650 PD SGNL Crosswalk at North Breakwater KTUA578 AW14 1 Traffic- control devtoe does not have required cotor coding:No accessible route provWed to traffic- control signal 01 01 0.2 Minor $650 $650 PD SGNL West side of Cartebad Blvd. between Cannon and Tierra del Oro KTLIA648 ANOS 1 Traffic- control devtoe does not have required cotor coding, mounted 54 1/2" above finished grade 01 0.1 01 0.3 Minor $850 $850 PDSNGLA RM139 36 2 47" Height: exceeds 5' to crosswalk 01 0.1 01 0.3 •Minor $850 $860 PD SNGL B RM139 36 2 48" Height: 60" to curb and crosswalk 01 01 0.2 Minor $650 $660 PD SGNL A and B (Same Pole) RMP1000 130 2 A: 47" Height. B: 46.5" He^ht 47" to curb and 5r to crosswalk 01 01 0.2 Minor $650 $660 PD SGNLA RMP1001 130 2 48" Height: 62" to curb and 65" to crossvralk crosswalk toads to planter ramp and no 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP1001 130 2 48" Height; 65" to curb and crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP1004 2 utility w/0.25" uplift directly below actuator: 20" to curb and crosswalk 01 0,1 01 0.1 0.4 Minor $1,900 $1,000 PDSGNLB RMP1004 2 48,5" Height 24" to curb and crosswalk 01 0,1 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP1005 2 47" Height: 28" to curb: required floor space cross slope 4-6%: no required cotor coding or audibto signal 01 0,1 025 01 0.55 Moderate $1,850 $1,000 PDSGNLA RMP1006 2 insufficient floor space clearance - 25": no required color coding or audible signal 01 025 01 0.45 Minor $850 $850 PDSGNLA RMP1009 ~2 exceeds 5' from crosswalk: not paralell w/ p.o.t: no required cotor coding: no audible signal: required ctoar floor space cross stopes 6%: exceeds 10' between 01 01 025 01 025 01 0.9 Moderate $3,850 $1,000 PDSGNLA RMP1010 2 exceeds 5' to crosswalk: no required color coding or audibie signal: required clear floor space cross stope 7% 01 01 025 01 0.55 (Moderate $1,850 $1,000 PDSGNLB RMP1010 2 49" Height: required ctoar ftoor space cross stope 7%: no required color coding or audibie signal 01 0,1 0,26 01 0.55 iVIoderaUi $1,050 $1,000 PDSGNLA RMP1011 153 2 45" Height: 31" to curb and 55" to crosswalk: exceeds 10 between signate 01 0,25 01 0.45 Minor $1,650 $1,000 PDSGNLA RMP1012 153 2 exceeds 10' between signate 01 025 01 0.45 Minor $1,650 $1,000 PDSGNLB RMP1012 153 2 47" Height 51 "to curb and 63" to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PD SGNL B RMP1012 153 2 exceeds 10' between signate 01 0,25 01 0.45 Minor $1,650 $1,000 PDSGNLA RMP1013 153 2 20" to curb: exceeds 5' to crosswalk 01 01 0,1 01 0.4 Minor $2,650 $1,000 PDSGNLB RMP1013 153 2 29" to curb: exceeds 10' between signels 01 0,1 025 01 0.55 •Moderate $2,650 $1,000 PDSGNLA RMP1014 153 2 2r to curb 01 0,1 01 0.3 IVIinor $1,650 $1,000 Construction Category: Band Relocate / Replace Adiust Construct Update Install Trim Remove Grind Composite all Items Composite all Items FOCUS AREA 'A' mCub 1 Signal Non Push actuators rrow ttadoes w) timer a on in Clear ^ard Obstruction in Cksar Fkxjr Space 1 1 1 PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Compliance Item Cokx Pole Banding Actuata Oistance fro brosswalk Line ^duata Distance fro Line kctuata Oislance fro Buttons fiekl Work Identified Confaming i^ush Button Parallei Oirectkjn of Crossing pctuala Height level Clear FkMrSp Clear Floa Space at Button Buttons are oW style instead of dome a a actuata Ped signal and actu; not support countdoi audible countdovwt 1 1* ll ^ard Obstruction in Cksar Fkxjr Space Upift in Clear Fkja: Composite Scores 0 3 •f Gross Costs (some i counting ooairs) NetCosts (with Max lamp replacement Location Facilitv ID So. Tier Existina Condition Notes Item Cost $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $«00 $600 $100 $1,133 $260 PDSGNLB RMP1014 153 ; •'O" t b 01 0,1 01 0.3 Minor $1,650 $1,000 PD SGNL B RMP1072 233 2 46.5" Height 62" to curb line: 81" to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PD SGNL A RMP11S0 153 2 38" Heijht 01 0.1 01 0.3 Minor $850 $850 PD SGNL B RMPIieO 153 2 39" Height 01 0.1 01 0.3 Minor $350 $860 PDSGNLA RMP1181 153 2 38.5" Height exceeds 5' to crosswalk: exceeds 10' between signals 01 0.1 0.26 0.1 01 0.65 Moderata $2,850 $1,000 PD SGNL A RMP1182 153 2 38" Height: exceeds 5' to crosswalk 01 01 0.1 01 0.4 Minor $1,850 $1,000 PDSGNLB RMP11S2 153 2 38" He^ht: 41" to curb and crosswalk 01 0.1 01 0.3 Minor $850 $860 PD SGNL B RMP1182 153 2 38" Height 40" to crosswalk and curb 01 0.1 01 0.3 Minor $650 $860 PDSGNLA RMP1183 153 2 39" Height: exceeds 5' to crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNLB RMPl 183 153 2 38" Height: 35" to curb and crosswalk 01 0.1 01 0.3 Minor $850 $850 PDSGNLA RMP1186 165 2 40" height. 5.5' to curb and crosswalk 01 01 0,1 01 0.4 Minor $1,850 $1,000 PD SGNL B RMP1186 155 2 40" height 5.5' to curb and crosswalk 01 01 0.1 01 0.4 Minor $1,850 $1,000 PDSGNLA RMP1187 155 2 39" height 01 01 01 0.3 Minor $850 $860 PDSGNLB RMP1187 155 2 39.5" height distance to opposite crosswalk exceeds 10 01 025 0.1 01 0.65 Moderate $1,850 $1,000 PDSGNLA RMP1188 155 2 39" height exceeds 10' to crosswalk 01 0.1 01 0.3 Minor $860 $860 PDSGNLB RMP1188 156 2 38" height 01 0.1 01 0.3 Minor $850 $850 PDSGNLA RMP1189 155 2 39.5" he^ht 9.5' to curb and crosswalk 01 0.25 0.1 01 0.55 Moderate $1,850 $1,000 PD SGNL B RMP1189 156 2 39" height. 10' to curb and crosswalk 01 025 0.1 01 0.55 Moderate $1,850 $1,000 PD SGNL B RMP1201 150 2 41 height 70" distance to curb: exceeds 5' to crosswalk: distance to opposite crosswalk exceeds 10 01 01 01 01 0.4 Minor $1,850 $1,000 PD SGNLA RMP1202 160 2 41" he^ht 01 0.1 01 0.3 Minor $850 $850 PD SGNL B RMP1202 150 2 41.5" height distance to opposite crosswalk exceeds 10' 01 0.1 01 0.3 Minor $850 $850 PD SGNL A RMP1203 150 2 40" height distance to opposite crosswalk exceeds 10' 01 0.1 01 0.3 Minor $860 $850 PDSGNLB RMP1203 150 2 40" height 01 0.1 01 0.3 Minor $850 $850 PDSGNLA RMP1204 150 2 40" height 01 0.1 01 0.3 Minor $850 $850 PD SGNL B RMP1204 150 2 40" height 01 0.1 01 0.3 Minor $850 $850 PD SGNL A RMP1217 165 2 45.5" Height 48" to crosswalk and 25" to curb 01 0.1 0.1 01 0.4 Minor $1,850 $1,000 PD SGNL A and B (Same Pole) RMP1218 164 2 A: 45" Height B: 45" Height exceeds 5' to curb and crosswalk 01 0,1 01 0.3 Minor $1,650 $1,000 PD SGNL A and B (Same Pole) RMP1219 164 2 A: 47' Height B: 46.5" Height exceeds 5' to crosswalk 01 0,1 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP1220 166 2 38" Height 26" to curb and 28" to cnjsswalk chunks missing at utility box 01 0,1 0.1 01 0.4 Minor $1,850 $1,000 PDSGNLA RMP1264 168 2 47,5" Height exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PD SGNL B RMP1264 168 2 41.5" Height exceeds 5'to crosswalk: exceeds 10' between signels 01 0,1 0.25 0.1 01 0.65 Moderate $2,850 $1,000 PDSGNLA RMP1267 180 2 46" Height 21" to curb line: 42" to crosswalk 01 0.1 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP1267 180 2 46" Height 30" to curb line and cnssswalk 01 01 0.2 Minor $660 $650 PD SGNLA RMP1268 180 2 46" Height 6'5" to crosswalk and curb line 01 01 01 0.3 Minor $1,650 $1,000 Construction Cateqorv: Band Relocate / Replace Adjust Construct Update Install Trim Remove Grind Composite all Items Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 3 PEDESTRIAN SIGNALS ComplBnce itom ^okir Poie Banding Actuata Distance from Crosswalk Line ^duata Distance from Cuib Actuata Distance from olher Buttons Fiekl Work Idenblied Signal Non Confaming Push Button Parallel lo direction of Crossing ^cluata Heighl 1 1 1 1 Clear Fkxir Space at Push iButton Buttons are old style actuators instead of dome or arrow actuata 'Ped signal and aduata does not support countdomi timer a ^dible counldown Vegetative Obstmction in Clear Fkxir Space Hard Obstruction in Clear Fkxir Space Uplift in Clear Fkxx Space jcomposile Scores a Costs Composite Rating Categoy iGross Costs (some doiiile jcounting occurs) ^et Costs (with IMaximum fa jramp replacemeni Location F^eilitY IP Map Paa«. Ti9r ^m\m Condition Item Cost $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $eoo $100 $1,133 $260 PDSGNLB RMP1268 180 2 46" Height: 47" to crosswalk: 40" to curb line 01 01 0.2 Minor $650 $650 PDSGNLA RMP1269 180 2 46" Height: 6'4" to crosswalk: 6'9" to curb line 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP1269 180 2 46" Height 54" to crosswalk and curb line 01 01 0.2 Minor $660 $660 PD SGNLA RMP1270 180 2 42" Height 7*4" to curb and crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP1270 180 2 39" Height: e'8' to crosswalk: 6'S" to curb 01 01 0,1 01 0.4 Minor $1,850 $1,000 PD SGNLA RMP1357 178 2 46,5" Height 23" to curb line; 5'7" to crosswalk exceeds 10' between signals 01 01 0.1 0,26 01 0.66 Moderate $3,650 $1,000 PDSGNLB RMP1367 178 2 46" Height 31" to curb line: 44" to crosswalk 01 01 0.2 Minor $650 $660 PDSGNLA RMP1358 178 2 40" Height 01 0,1 01 0.3 Minor $850 $860 PDSGNLB RMP1358 178 2 40" Height 7'3" to crosswalk and curb Less than 10' between signals 01 01 0,1 01 0.4 Minor $1,850 $1,000 PDSGNLA RMP1369 178 2 45.5" Height 48" to curb line and crosswalk 01 01 0.2 Minor $650 $650 PD SGNL B RMP1359 178 2 48.25' Height: 25" tc curb lino and cnssswalk 01 01 0,1 01 0.4 Minor $2,650 $1,000 PDSGNLA RMP136 37 2 not compliant: exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNL B RMP136 37 2 47.5" Height exceeds 5' to crosswalk: exceeds 10' between signals 01 01 0.2 Minor $650 $660 PDSGNLA RMP1360 178 2 45.5" Height 49" to curb: 58" to crosswalk 01 01 0.2 Minor $650 $660 PDSGNLB RMP1360 178 2 46" Height: 23" to curb and crosswalk 01 0,1 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP1363 182 2 47" Height 01 01 0.2 Minor $650 $660 PDSGNL B RMP1363 182 2 46.5" Height 01 01 0.2 Minor $650 $660 PDSGNLA RMP1364 182 2 47" Heght exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP1364 182 2 48" Height broken traffic box causing obstnjction; exceeds 5' to crosswalk; not parallel to p,o,t 01 01 0,1 01 0.1 0.5 •Moderate $2,900 $1,000 PDSGNLA RMP1365 182 2 47" Height: exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNL B RMP1365 182 2 46" Height 01 01 0.2 Minor $650 $660 PO SGNL A RMP1366 182 2 48" Height 01 01 0.2 Minor $650 $660 PD SGNL B RMP1366 182 2 48" Height 01 01 0.2 Minor $650 $650 PDSGNLA RMP137 37 2 exceeds 5' to cresswalk: exceeds 10 to between signals 01 0,1 0,25 01 0.55 Moderate $2,650 $1,000 PDSGNLB RMPl 37 37 2 39" Height exceeds 10' between signals: exceeds 5' to crosswalk 01 0,1 0,26 0,1 01 0.66 Mi»derate $2,850 $1,000 PDSGNLA RMP1376 172 2 40" Height exceeds 5' to crosswelk 01 01 0,1 01 0.4 Minor $1,850 $1,000 PD SGNL B RMP1376 172 2 45,5" Height exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP1377 2 required clear floor space cross slopes 4-8%: no required color coding or audible signal: exceeds 10' between signals 01 0.25 0,25 01 0.7 Moderat* $1,850 $1,000 PDSGNLB RMP13r7 2 40,5" Height required clear floor space cross slopes 3-5,5%; no required color coding or audible signal; exceeds 10' between signals 01 025 0,1 0,25 01 0.8 Moderate $2,050 $1,000 PDSGNLA RMP1378 172 2 43" Height; exceeds 5' to crosswalk 45" clearance between sig road naland 01 01 01 0.3 Minor $1,660 $1,000 PDSGNL B RMP137e 172 2 39.5" Height exceeds 5' to crosswalk; exceeds 10' between signals 01 0,1 0,26 0.1 01 0.65 •Moderate $2,850 $1,000 PD SGNL A RMP1379 172 2 47" He^ht: 41" to curb and crosswalk 01 01 0.2 Minor $650 $650 PO SGNLB RMP1379 172 2 39,5" Height exceeds 5' to crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PD SGNLA RMP138 37 2 not compliant exceeds 10' between signals: exceeds 5' to crosswalk 01 0,1 0,25 01 0.55 Mioderate $2,650 $1,000 Construction Category Band R tioeate / Raplae* Ac just Construct Update Install Trim Remove Grind Composite all Items Comoosite all Items FOCUS AREA 'A' •§ 1 g z S 1 does maa 1 Clear 1 .s & PRIORir >f LEV EL 3 F •EDESTRIAN SIGNALS Compliance Item Cokir Pole Banding Aduata Distance from Crosswalk Line Aduata Distance from i Line Aduata Distance from i Buttons il If •g 1 i£ a itduataHei^ Level Clear Floa Space Dtear Flow Space at Pu Button Buttons are okj style act nstead of dome a arrov iduata Hd signal and aduata lot support counldown ti ludible counklow) /egetative Obslniclkmil =kKir Space iardObstmctkininClea 1 i i kmvosilsRab^Catcgi iross Costs (some doili ountkig occurs) let CosIs (with Maxriuir imp replacement Loeation Facilitv ID Map £aa£ Tier Existing Condition Notes Item Cost $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $S00 $600 $100 $1,133 $2S0 PDSGNLB RMP138 37 : not compliant; 40" Height; exceeds 10' between signals; exceeds 5' to crosswalk 01 0,1 0,25 0.1 01 0.65 Moderate $2,850 $1,000 PD SGNLA RMP1380 172 2 45.5" Height exceed 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNL B RMP1380 172 2 39" Height; exceeds 5' to cnosswaik 01 01 0.1 01 0.4 Minor $1,850 $1,000 PDSGNLA RMP1381 200 2 51.5" Height 20"to curband crosawalk 01 01 01 01 0.4 Minor $1,860 $1,000 PD SGNL B RMP1381 200 2 46.5" Height exceeds S' to curb and crosswalk 01 01 01 0.3 Minor $1,660 $1,000 PDSGNLA RMP 1382 200 2 49" Height: exceeds 5' to crosswalk and curb 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP1382 200 2 non-compliant exceeds 5' to cro»swalk; 28" to curb; signal not accessibte 01 0.1 0.1 0.25 01 0.65 Moderate $2,850 $1,000 PDSGNLA RMP1383 200 2 non-compliant 01 01 1 1.2 Moderate $650 $650 PDSGNLB RMP1363 200 2 non-com frfiant 01 01 1 1.2 Moderate $660 $650 PDSGNLA RMP1384 200 2 exceeds 10' between signals; 47.5" height; no clearance 01 0,25 0.25 01 0.7 IVIoderate $1,850 $1,000 PDSGNLB RMP1384 200 2 46,5" Height exceeds 5' to curb and crosswalk 01 01 01 0.3 Minor $1,660 $1,000 PD SGNLA RMP14 2 2 non-compJiant 01 01 1 1.2 Moderate $650 $650 PDSGNLA RMP1414 197 2 48" Height; exceeds 5' to crossvffllk and curb; exceeds 10* between signets 01 0,1 0,26 ai 0.55 Moderate $2,650 $1,000 PD SGNL B RMP1414 197 2 46.5" Height exceeds S' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP1415 2 47' Height; Insuficient floor space clearance - 20"; no required cok>r coding or audible signal 01 0.25 01 0.46 Minor $850 $850 PDSGNLB RMP1415 2 47" Height exceeds 5' to crosswalk; no required color coding: required floor space cross slopes 4% 01 01 01 01 0.4 Minor $1,850 $1,000 PD SGNLA RMP1416 197 2 47.5" Height exceeds 5' to crosswalk and curb 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP1416 197 2 47" Height: exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,660 $1,000 PDSGNLA RMP1417 197 2 48" Height; exceeds 10' between signals 01 0.25 01 0.45 Minor $1,660 $1,000 PDSGNLB RMP1417 197 2 46" Height; wtceeds 5* to crosswalk 01 01 01 0.3 •Minor $1,650 $1,000 PD SGNL A and B (Same Pole) RMP1432 12 2 height of push buttons; 40" and 39"; exceeds 5' to crosswalk 01 0.1 0.1 01 0.4 Minor $1,860 $1,000 POSGNLA RMP1433 12 2 height of push buttons: 39" 01 0,1 01 0.3 Minor $660 $860 PDSGNLB RMP1433 12 2 height of push buttons; 39" 01 0.1 01 0.3 Minor $860 $850 PDSGNLA RMP1499 4 2 <^" to curb 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP16 2 2 46.5" Height 6' to curb line and crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP16 2 2 46.5" Height T to curb and exceeds 5' to crosswalk 01 0,1 01 0.3 Minor $1,650 $1,000 PD SGNLA RMP16 2 2 non-compliant Entire ramp and signal area require replacement 01 01 1 1.2 •Moderate $660 $660 PDSGNL B RMP16 2 2 non-compliant 0.1 0.1 01 1 1.3 Moderate $1,650 $1,000 PDSGNLA RMP1689 166 2 47.5" Height 22" to curb and crosswalk 01 01 025 01 0.55 Moderata $2,660 $1,000 PDSGNLB RMP1689 168 2 47" Height; exceeds 5' to crosswalk; exceeds 10" between signals 01 01 0.2 Minor $650 $650 PD SGNL A and 8 (Seme Pole) RMP1690 168 2 ft: 47.5" Height, B: 48" Height exceeds 5' to crosswalk: 26" to curb; "B" not accessible 01 01 01 025 01 0.65 Moderate $2,850 $1,000 PD SGNLA RMP17 2 2 47.5" Height 70" to curt line; exceeds 5" to crosswalk Path of bavel shoukI be replaced 01 0.1 01 0.3 Minor $1,650 $1,000 PD SGNL A RMP1715 204 2 40" height 01 0,1 01 0.3 •Wnor $650 $860 PDSGNLB RMP1716 204 2 HO" height 01 0.1 01 0.3 Minor $850 $850 FOCUS AREA'A' PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Construction Cateaorv: Band Relocate / Replace Adjust Construct Update Install Trim Remove Grind Composite all Items Comoosite all Items FOCUS AREA'A' PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Compliance Item Cokir Pde Banding Adnata Distance from brossvualk Line ^duala Distance from Curb ILine Aduata Distance from otha Buttons FieM WMt Idenblied Signal Non bonlaming if ll 11 pctuala Height jLevel Clear Fkia Space Clear Floa Space at Push Button Buttons are old style aduakxs instead of dome or arrow aduata Ped signal and aduata does not support countdcnMi timer a Mible counUown Vegdadve Obslnidkin in Clear Fkia Space Hard Obstrudkm in Clear Fkxx bpWki Clear Fkwr Space Composite Scones a Costs Gross Costs (some doilile counting occurs) Net Costs (wUh Maximum for ramp replacemen* Ligation Facilitv ID Map Page lisj; Item $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $eoo $100 $1,133 $260 RI^P 1716 PDSGNL RMP1716 204 2 signal pole 72'* to crosswalk and curb; pote obstruction in path of travel, see photo0115 01 01 01 0.25 0.55 Moderate $2,753 $1,000 PDSSNLA RMP18 10 2 44.5" Height 50" to crosswalk; 52" to curb line 01 01 0.2 •Minor $650 $660 PDSGNLA RMP1803 218 2 42- Height 01 01 0.2 Minor $650 $660 PDSGNLB RMP 1803 218 2 41.5" Height 01 0.1 01 0.3 •iffinor $850 $860 PDSGNLA RMP1854 212 2 37.5- height 01 0.1 01 0.3 Minor $850 $860 PDSGNLB RMP1854 212 2 38" height 01 0.1 01 0.3 Minor $850 $860 PDSGNLA RMP1855 212 2 47.6" height 01 01 0.2 Minor $660 $660 PD SGNL B RMP1855 212 2 47" height: 90" frem signal pole to curb and sidewalk 01 025 01 0.46 Minor $1,650 $1,000 PDSGNLA RMP19 10 2 45,6" Height 74" to curb line 01 01 0.2 Minor $650 $660 PDSGNLA RMP196e 227 2 40" Height; 33" to curb line and crosswalk 01 0.1 01 0.3 Minor $850 $850 PDSGNL A and B Rk«P1989 227 2 41" Height; 5'8" to crosswalk; 5'6" to curb line 01 01 0.1 01 0.4 Minor $1,850 $1,000 PDSGNLA RMP1990 217 2 40.5" Height 56- to crosswalk; 40" to curb line 01 01 0.1 01 0.4 Minor $1,850 $1,000 PDSGNLA RMP1995 218 2 42" Height 01 01 0.2 Minor $650 $650 PDSGNLB RMP1995 218 2 42" Height 19" to curb and crosswalk 01 0,26 01 0.45 Minor $1,650 $1,000 PDSGNLA RMP1996 218 2 42" Height 01 01 0.2 Minor $650 $660 PD SGNL B RMP1996 218 2 47" Height: 77" to crosswalk and curb line 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP1997 218 2 41.5" Height over 10' between signate 01 025 01 0.45 Minor $1,650 $1,000 PDSGNLB RMP1997 218 2 41.5" Height 01 0.1 01 0.3 Minor $850 $850 RMP 2043 PD SGNL RMP2043 221 2 not compliant no relation to crosswalk or "ramp": median obstn/cls crosswalk crossing 01 01 1 1.2 •Moderate $650 $660 PDSGNLA RMP2044 221 2 40' height 01 01 01 0.3 Minor $850 $860 PD SGNL B RMP2044 221 2 40" height distance betrveen signal poles exceeds 10' 01 0.26 0.1 01 0.55 •Moderate $1,850 $1,000 POSGNLA RMP2045 221 2 40" height 01 0.1 01 0.3 Minor $850 $860 PDSGNLB RMP2045 221 2 40" height: distance between signal poles exceeds 10' 01 0.25 0.1 01 0.55 Moderate $1,850 $1,000 PDSGNLA RIIIP2046 221 2 not compliant 01 01 1 1.2 Moderate $650 $650 PD SGNL A RMP2047 221 2 not compliant 01 01 1 1.2 Moderate $650 $660 PD SGNL A snd B (Same Pole) RMP2047 2 minimal actuator access located adjacent to steep hillside causing dangeieus conditions; 39" height: no required color coding or audibie signal dangerous condition 01 0.25 0.1 0.26 0.25 01 1.05 •Moderate $2,250 $1,000 S/W PD SGNL A at El Camino Real and Dove Lane RMP2075 236 2 47" height 01 01 0.2 •Minor $650 $650 SAM PD SGNL B at El Camino Real and Dove Lane RMP2075 236 2 47" height 65" distance to curb line and extended crosswalk 01 0,1 01 0.3 Minor $1,650 $1,000 N/WPDSGNL A at Ei Camino Real and Dove Lane RMP2076 236 2 47" height push bution A is on the oubikle for E/W crossing 01 0.1 026 025 01 0.8 Moderate $2,050 $1,000 N/W PD SGNL B at El Camino Real and Dove Lane RMP2076 236 2 46.5" height 21.5" to curb line and 25" to extended crosswalk 01 0.1 01 0.3 Minor $1,660 $1,000 N/E PD SGNL A at El Camkio Real and Dove Lane RMP2077 236 2 46" height push button is not directly parallel to directton of travel pabi of travel around slgnai pole Is not compliant: poie obstructs path of 01 0.25 01 0.25 0.7 •Moderate $2,783 $1,000 N/E PD SGNL B at El Camino Real and Dove Lane RMP2077 236 2 46.6" height 29" distance to curb line and greater than 10 distance to extended crosswalk: 01 0,25 01 01 0.55 Moderate $2,650 $1,000 S/E PO SGNL A at El Camino Real and Dove RMP2078 236 2 47.5" height 19" to curb line and extended crosswalk 01 0.25 01 0.45 Minor $1,650 $1,000 S/E PO SGNL B at El Camino Real and Oove RMP2079 236 2 46" height, 24' to curb line and extended crosswalk: exceeds 10 distance between signal poles 01 0.1 025 01 0.55 Moderate $2,650 $1,000 Construction Cateaorv: Band Relocate / Replace Adiust Construct Update InsUII Trim Remove Grind Composite all Items Composite all Items FOCUS AREA 'A' o 1 t z Push aduakirs itadoes wt timer a Ml in Clear 1 1 1 rCosts ! ategory E ,1 PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Compliance Item Cokir Poie Banding Aduata Distance fro Crosswalk Line Aduata Distance fro Une Aduata Distance fro Buttons iFieM Work Idenblied Confaming if ^duala Height ^evel Clear Fkia Sp Clear Floa Space at Button Buttons are okl style instead of dome or a aduata ll| • ^ M Vegetative Obsbucti Fkxx Space Hard Obstrudkm in 1 Space 1 o 1. Composile Scores 0 (Jo.!if>.)site Rating C Gross Costs (some i : wunliig occurs) Net Costs (wth Max iran^ replacement Loeation Facilitv ID Map Tjer Existina Condition 1 Item Notes 1 Cot $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $«ao $100 $1,133 $260 PDSGNLA RMP2127 233 45.5" Height 83" to curb line; 93" to crosswalk: no clearance at base 01 0,25 026 01 0.7 Moderate $1,850 $1,000 PDSGNLA RMP2128 233 2 46" Height: 6'7" to curb line: 6'6" to crossvralk exceeds 10' between signals 01 01 0.25 01 0.55 Moderate $2,650 $1,000 PDSGNLB RMP2128 233 2 46.6" Heipht 63" to crosswalk; 5'1" to curb line 01 01 01 0.3 Minor $1,660 $1,000 PDSGNLA RMP2129 233 2 46" Height 69° to crosswalk; 65" to curb line 01 01 01 0.3 IVHnor $1,650 $1,000 PDSGNLB RMP2129 233 2 45.5" Height 80" to crosswalk and curb line 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP2130 233 2 46.5" Height 53" to curb line: 73" to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP2130 233 2 46" Height; 6' to crossv«lk and curb line 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLA Rk*P2166 226 2 39" Height 24" to curb line: 48" to crosswalk 01 0.1 0.1 01 0.4 Minor $1,850 $1,000 PDSGNLA and B RMP2167 226 2 42" Height Tl" to curb line and crosswalk 01 025 01 0.45 Minor $1,650 $1,000 PDSGNLA RMP2168 226 2 39.5" Height 7'4" to crosswalk; 6'9" to curb line 01 0.25 0.1 01 0.55 IHoderats $1,850 $1,000 POSGNLA RMP2189 231 2 46" Height; 28" to curb line: 82" to crosswalk 01 01 0.1 01 0.4 Minor $2,650 $1,000 PDSGNLA RMP2190 231 2 46" Height: 58" to curb line; 7' to crosswalk exceeds 10' between signals 01 01 0.25 01 0.55 Moderate $2,650 $1,000 PD SGNLB RMP2190 231 2 45.5" Height 35" to curb line end crosswalk 01 01 0.2 IVIinor $650 $650 PDSGNLA RMP2191 232 2 4r Height 76" to curb line and crosawalk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNL B RMP2191 232 2 41" He^ht 24; to curb line; 67" to crosswalk Path of travel uneven w/0.5" uplifts 01 01 0.1 01 01 0.5 IModerata $2,850 $1,000 PDSGNLA RMP2192 231 2 46" Height; 54" to crosswalk; 6'2" to curb line 01 01 01 0.3 Minor $1,660 $1,000 NAM PDSGNL AO f Manzanita Street and RMP2336 239 2 37" height, 44" distance to curb line snd extended crossvralk (2) 1" wide expansion Joints In direct path of travel across street 01 0.1 01 0.3 Minor $850 $850 N/W PDSGNL Bo Aviara Parkway n Manzanita Street and RMP2336 239 2 46" height, 47" to curb line and extended crosswalk 01 01 0.2 Minor $650 $650 N/E PD SGNL A or Aviara Parkway Manzanita Street and RMP2337 239 2 46" height 53" distance to curb line and extended crosswalk 01 01 0.2 Minor $650 $660 N/E PDSGNL 80 Aviara Parkway S/E PD SGNL A on Aviara Parkway Manzanita Street and RMP2337 239 2 46" height 46" distance to curb line and extended cnssswalk; distance between signal poles exceeds 10' 01 0.25 01 0.45 Minor $1,660 $1,000 N/E PDSGNL 80 Aviara Parkway S/E PD SGNL A on Aviara Parkway Manzanita Street and RMP2338 239 2 40" height 01 0.1 01 0.3 Minor $850 $850 S/E PD SGNL 8 on Aviara Parkway Manzanrta Street and RMP233S 239 2 39" height; 64" distance to curb line; 60" distance to extended crosswalk 01 0.1 01 0.3 Minor $850 $850 S/W PD SGNL A 0 n Manzanita Street and RMP2339 239 2 45.5" height push button not parallel to direction of travel 01 0.1 01 0.3 Minor $1,650 $1,000 SAM PD SGNL B 0 n Manzanita Street and RMP2339 239 2 45" height 78" distance to curb line and extended crosswalk; push button not parallel to direction of travel push button B is a new accessible s^nai with audible tone 01 01 0.1 01 0.4 NHnor $2,650 $1,000 PDSGNLA RMP2342 269 2 39" Height; 36" to curb line and greater than 5' to crosswalk 01 0.1 01 01 0.4 Minor $1,860 $1,000 PD SGNL B RMP2342 269 2 40" Height; 27" to curb line and 49" to crossvralk 01 0.1 0.1 01 0.4 Minor $1,860 $1,000 PDSGNLA RMP2343 269 2 41" Height 16" to curb line and crosswalk 01 0.25 0.1 01 0.55 Moderat* $1,860 $1,000 PDSGNLB RMP2343 269 2 41" Height 26" to curb line and crosswalk 01 0.1 01 01 0.4 Minor $1,850 $1,000 PDSGNLA RMP2344 269 2 39" Height exceeds 5' to curb line and crosswalk 01 01 01 01 0.4 Minor $1,860 $1,000 PDSGNLB RIMP2344 269 2 39" Height; 39" to curb line and 46" to crosswalk; exceeds 10' between signals 01 0.26 0.1 01 0.55 •Moderate $1,850 $1,000 POSGNLA RMP2345 269 2 39" Height 37" to curb line and 44" to crosswalk 01 0.1 01 0.3 Minor $850 $850 PD SGNL B RMP2345 269 2 39" Height 32" to curb line and 44" to cnjsswalk; exceeds 10' between signals 01 0.26 01 01 0.55 Moderate $1,850 $1,000 PD SGNL A RMP2504 276 2 45.5' Height 19" to curb line and exceeds 5' to crosswalk 01 0.1 0.25 01 0.55 Moderate J2.650 $1,000 PDSGNLB RMP2504 276 2 41" Height 25" to curb line and 34" to crosswalk: exceeds 10' between signals 01 0.1 0.25 0.1 01 0.65 Moderate $2,850 $1,000 o FOCUS i PRIORITY LEVEL 3 P Construction Category: Band Relocate / Replace Adiust Construct Update Install Trim Remove Grind Composite all Items Composite all Items FOCUS i PRIORITY LEVEL 3 P AREA'A' EDESTRIAN SIGNALS Compliance Item Cokx Pole Banding Aduata Distance from ^nisswalkLine ^duala Distance from Cuib Aduata Oistance from ottier buttons Fiekl Work IdenlifBd Signal Non Confaming Push Button Parallel to Olredkm of Crossing ^duata Height jLevel Clear Fkxir Space Clear Fknr Space at Push button 1 s J Instead of dome or arrow aduata ped signal and aduata does not support countdomi timer a Audible countdowi Vegdabve Obsmxakm in Clear jFkxir Space Held ObslnKtkin in Clear Fkxx ISpace Lpm in Clear Fkxx Space jcomposite Scores a Costs o f Gross Costs (some doi*le counting occurs) Net Costs (with Maximum fa i ramp replacement LpOeatlon Facilitv ID Map j 1 Item PaflS Tier Existina Condition NeJss $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $eoo $100 $1,133 $260 PDSGNLA RMP2S05 276 2 47" Height; 14" to curb line and 24" to crosswalk 01 0.25 01 0.45 Minor $1,650 $1,000 PD SGNL B RMP2505 276 2 49" Height; 33" to curb line and 64" to crosswalk; exceeds 10' between 01 0.1 0.25 01 0.65 0.4 Moderate $2,650 $1,000 PDSGNLA RMP2606 276 2 46" Height 27" to curb line; exceeds 5' to crosswalk 01 0.1 0.1 01 0.65 0.4 Minor $2,660 $1,000 PD SGNLB RMP2606 276 2 48" Height: 24" to curb line; exceeds 5' to crosswalk; exceeds 10' betvreen signals 01 01 0.1 025 01 0.65 lUoderate $3,660 $1,000 PDSGNLA RMP2507 276 2 47" Height 19" to curb tlrw and exceeds 5' to crosswalk 01 0.1 0.25 01 0.55 Moderate $2,650 $1,000 PDSGNLB RMP2607 276 2 46.5" Height 26" to curb line; exceeds 5' to crosswalk; exceeds 10' between signals 01 01 0.1 0.25 01 0.65 Moderate $3,660 $1,000 PDSGNLA RMP2596 266 2 40" Height; 24" to curb and 60" to crosswalk 01 0.1 0.1 01 0.4 Minor $1,850 $1,000 PD SGNL B RMP2695 266 2 48" Height: 21" to curb and exceeds 5' to crosswalk; exceeds 10* between signals 01 0,1 0.1 0.25 01 0.65 IVIoderate $3,660 $1,000 PD SGNLA Rk<P2686 266 2 38" Height 25" to curb line and 61" to crosswalk 01 01 0.1 0.1 01 0.5 Moderate $2,860 $1,000 PD SGNL B RMP2596 266 2 46" Height 25" to curb and 34' to crosswalk; exceeds IC between signals 01 01 0.25 01 0.55 Moderate $2,650 $1,000 PDSGNLA RMP2587 260 2 48" He^ht; exceeds 5' to crosswalk and curb 01 01 01 0.3 Minor $1,660 $1,000 PDSGNLB RMP2597 260 2 48.5" Height 38" to curb and 38" to crosswalk; exceeds 10" between 01 0.25 01 0.45 Minor $1,660 $1,000 PD SGNL A RMP2698 266 2 46" Height 26" to curb and exceeds 5" to crosswalk 01 01 0.1 01 0.4 Minor $2,650 $1,000 PDSGNLB RMP2598 266 2 48" Height 22" to curb; exceeds 5' to crosswalk 01 01 0.1 01 0.4 Minor $2,650 $1,000 PDSGNLA RMP2837 260 2 not accessible; exceeds 5' to crosswalk and curb line 01 0.1 01 0.3 Minor $1,650 $1,000 PD SGNL B RMP2837 260 2 38" Height 33" to curb line and 49" to crosswalk; exceeds 10' between signals 01 0.25 0,1 01 0.55 0.3 Moderate $1,650 $1,000 PDSGNLA RMP2840 260 2 48" Height; 38" to crosswalk snd 26" to curb 01 0.1 01 0.55 0.3 Minor $1,650 $1,000 PDSGNLB RMP2840 260 2 42" Height; 18" to curb and 36" to crosswalk 01 0.25 01 0.45 Minor $1,850 $1,000 PD SGNLA RMP2938 260 2 37.5" Height exceeds 5' to curb and crosswalk 01 01 0.1 01 0.4 Minor $1,850 $1,000 PDSGNLB RMP293S 260 2 not accessible; 5' to curb however exceeds 5' to crosswalk; exceeds 10* between signals 01 01 0.26 01 0.55 Moderate $2,660 $1,000 PDSGNLA RMP3078 281 2 39" Height exceeds 5' to curb line and crosswalk: button not acce»lbte 01 0.1 01 025 01 0.66 Moderate $2,060 $1,000 PDSGNLA RMP3079 281 2 39" Height; exceeds 5' to curb line and crosswalk 01 01 0,1 01 0.4 Minor $1,850 $1,000 PD SQNL B RMP3079 281 2 38,5" Height 60" to curb; exceeds 5' to crosswalk; exceeds 10' between signals 01 0.1 0.25 0,1 01 0.65 Moderate $2,850 $1,000 PD SGNLA RMP3O80 281 2 38" Height: 21" to curb line and crosswalk 01 0.1 0.1 01 0.4 Minor $1,850 $1,000 PD SGNL 8 RMP3080 281 2 40" Height 20" to curb line and 30" to crosswalk: exceeds 10' between signals 01 0.1 0.25 0.1 01 0.66 tHoderata $2,650 $1,000 PDSGNLA RMP3168 2 no required cokir coding or audibie signal 01 01 0.2 Minor $650 $650 PD SGNLB RMP3168 2 42" clear and utility box w/ gaps and uplifts in p.o.t next to pole: no required color coding or audibie signal 01 026 01 0.1 0.55 IVIoderate $1,100 $1,000 PDSGNLA RMP3169 2 exceeds 5' to crosswalk; no required color coding or audibie signal; 44" clear p.o.t. at base: exceeds 10' between signals 01 01 025 01 0.55 Moderate $2,650 $1,000 PD SGNL B RMP3169 2 41" clear p.o.t at base w/ utility box w/ uplifts in p.o.t: exceeds 10' between signals 01 0.25 0.1 025 01 0.1 0.9 Moderate $2,300 $1,000 S/E PD SGNL A on Ei Camino Real and Arena Road RMP3227 2M 2 46,5" height 24" distance to curb line and 45" distence to extended crosswalk 0,5" uplifted expansion Joint In direct path of travel 01 0.1 01 0.1 0.4 Minor $1,900 $1,000 S/E PD SGNL B on El Camino Real and Arena Road RMP3227 244 2 46" heigiit, 28" distence to curb line and 59" to extended crosswalk: exceeds 10" distence behveen poles 01 0.1 025 01 0.66 IVIoderate $2,660 $1,000 N/E PD SGNL A on El Camino Real and Arena Road RMP3228 244 2 43" height, 31" distence to curb line and 60" distance to extended crosswalk 01 01 0.2 Minor $650 $650 N/E PD SGNL B on El Camino Real and Arena Road RMP3226 244 2 47,5" height 21" distence to curb line and 27" distence to extended crosswalk 01 0.1 01 0.3 Minor $1,650 $1,000 N/W PD SGNL A on El Camino Real and Arenal Roed RMP3229 244 2 45" height 15" distence to curb line and extended crosswalk, parallel to 01 0.25 01 0.46 Minor $1,650 $1,000 Construction Cateaorv Band Relocate / Replace At jjust Construct Update Install Trim Remove Grind Composite all Items Comoosite all Items PRIORIT F Y LEV OCI EL JS 3 F AREA 'A' •EDESTRIAN SIGNALS Complance Iten Cokx Pole Banding " Aduata Distance from § CrossiMikUne 1 ..il $1,000 Aduata Distance from otha Buttons FieM Wak Identified Signal Non Confaming |Push Button Parallel to S biredkm of Crossing s f s $200 -evel Clear FkKX Space :iear Fkxx Space al Push Jutton buttons are oM style aduakxs nstead of dome oc arrow iduala ^ Ped signal and aduata does S nit support counldown tima a budibleaxinldown 2 VegdatiVB Obstructkm in Clear S ^kxx Space 1 i .1 $1,133 1 o .s i $260 iomposite Scaes a Costs Oinposile Rating CategoY »oss Costs (some doiAle junling occurs) et Costs (with Maximum for imp repbcemenl Location Facilitv ID Map Page Tier Item Existina Condition Notes Cost $60 " Aduata Distance from § CrossiMikUne 1 ..il $1,000 $1,000 $1,000 |Push Button Parallel to S biredkm of Crossing s f s $200 $200 $200 $600 ^ Ped signal and aduata does S nit support counldown tima a budibleaxinldown 2 VegdatiVB Obstructkm in Clear S ^kxx Space 1 i .1 $1,133 1 o .s i $260 z S NAV PDSGNL Bon El Camino Real and Arenal Road RMP3229 RMP3230 244 2 46" tieight, 47,5" distance to curb line and 51" to extended crosswalk. 01 01 0.2 Minor $650 $650 SA/V PD SGNL A on El Camino Real and Arenal Road RMP3229 RMP3230 244 2 45- height duplicate push button A (seme pole) is 54" distence to curb line & 20" 01 01 0.2 Minor $650 $650 SW PD SGNL B on El Camino Real and Arenal Road RMP3230 244 2 45" height, 36' distance to curb line and extended crosswalk 01 01 0.2 Minor $650 $650 $650 PD SGNL A on El Camino Real and La Costa Avenue RMP3331 261 2 44- height audible signal 01 01 0.2 Minor $650 $650 $650 S/E PD SGNL B on El Camino Real and La Costa Avenue RMP3331 261 2 44" height: exceeds 5" distance to extended crosswalk and curb line 01 01 01 0.3 Minor $1,650 $1,000 N/E PD SGNL A on El Camirw Real and La Costa Avenue RMP3332 251 2 46" height: 58" distance to curb line, parallei to crosswalk 01 01 0.2 Minor $650 $650 N/E PD SGNL B on El Camino Real and La Costa Avenue RMP3332 251 2 40" height, 31" to curb line and extended crxisswalk: exceeds 10 In between signal poles 01 0.25 0.1 01 0.56 Moderate $1,850 $1,000 NAV PD SGNL A on El Camino Real and La Costa Avenue RMP3333 251 2 38.5" height 01 01 01 0.3 0.5 Minor $850 $850 N/W PD SGNL B on El Camino Real and La Costa Avenue RMP3333 261 2 36" height exceeds 5' distance to extended crosswalk: 23' distance to cuds line 01 0.1 01 01 01 0.3 0.5 Moderate $2,860 $1,000 SArt/ PD SGNL A on El Camino Real and La Costa Avenue RMP3334 261 2 47" height 01 01 0.2 Minor $660 $650 SM PD SGNL B on El Camino Real and La Costa Avenue RMP3334 251 2 47" height: 22" distance to curb line: 42" distance to extended crosswalk 01 0.1 01 0.3 Minor $1,650 $1,000 SA/V PD SGNL A at Ei Camino Real and Aviara Parkway RMP3742 239 2 46" height 28' distance to curb line and extended crosswalk 01 01 01 0.3 Minor $1,660 $1,000 S/W PD SGNL Bat El Camino Real and Aviara Parkway RMP3742 239 2 44' he^ht, 83" distance to curb line and extended crosswalk 01 0.1 01 0.3 Minor $1,650 $1,000 N/W PD SGNL A at El Camino Real and Aviara Parkway RMP3743 239 2 39" height. 48" distance to curb line and extended crosswalk 01 0.1 01 0.3 IVIinor $850 $850 N/W PD SGNL B at El Camino Real and Aviara Parkway RMP3743 239 2 44" height 54" distance to curb line and extended crosswalk 01 01 0.2 Minor $660 $650 N/E PD SGNL A at El Camino Real and Alga Road RMP3746 240 2 39" height push button A is a new accessible signal with audiable tone 01 0.1 01 0.3 Minor $850 $850 N/E PD SGNL B at El Camino Real and Alga Road RMP3746 240 2 46" height 31' distance to curb line and extended crosswalk 01 01 0.2 Minor $650 $660 S/E PD SGNL A on El Camino Real and Alga Road RMP3747 240 2 45' height 3 ramp diroctional 01 01 0.2 Minor $660 $650 8/E PD SGNL A on El Camino Real and Alga Road RMP374S 240 2 46" height 50" distance to curb line, 63' distance to E/W crsssing. 57' distance to N/S crossing 4 ramp directional 01 01 01 0.3 Minor $1,660 $1,000 PD SGNL A RMP4165 195 2 39.5" height 01 01 01 0.3 Minor $350 $850 PDSGNLB RMP4165 195 2 41.5" height distance between signal poles exceeds 10 01 0.26 0.1 01 0.55 Moderate $1,850 $1,000 PD SGNL A RMP4166 195 2 40" height 01 0.1 01 0.3 Minor $850 $860 PDSGNLB RMP4166 195 2 40" height distance between signal poles exceeds 10' 01 0.26 0.1 01 0.55 Moderate $1,850 $1,000 PD SGNLA RMP4167 194 2 39.5" height 01 0.1 01 0.3 Minor $850 $860 PDSGNL B RMP4167 194 = 40" height 01 0.1 01 0.3 Minor $850 $860 PD SGNL A RMP4168 194 2 39' height 01 0.1 01 0.3 Minor $850 $860 PDSGNLB RMP4168 194 2 39" height distance between signal poles exceeds 10' 01 0.25 0.1 01 0.55 Moderate $1,660 $1,000 PD SGNL A and B (Same Pole) RMP4609 13 2 height of push buttons: 40" and 40.5' 01 0.1 01 0.3 Minor $850 $860 PD SGNL A and B (Same Pole) RMP4610 13 2 not compliant; exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PD SGNL A and B (Same Poie) RMP4611 24 2 not compliant: exceeds 5' to crosswalk: large vertical utility box causes horizontal Dtjstruction 01 01 01 0.26 0.55 IVIoderate $2,783 $1,000 PD SGNL A and B (Same Pole) RMP4611 2 JO" Heighl: required ciear floor space stopes exceed 2%: no audible signal or required cotor coding 01 01 01 01 0.4 Minor $1,050 $1,000 PDSGNLB RMP4611 2 17- Height: exceeds 60" to crosswalk; no required cotor coding or audible signal: Bxceods 10' between signals 01 01 025 01 0.55 Moderate $2,650 $1,000 S/E PD SGNL A on El Camino Real and Costa del Mar Road RMP4612 248 2 16" he^ht 70" distence to curb line and extended crosswalk 01 0.1 01 0.3 Minor $1,650 $1,000 N/E PD SGNL A on El Camino Real and Costa del Mar Road RMP4613 248 2 18.5" height 01 0.1 01 0.3 Minor $350 $860 FOCUS AREA 'A' PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Construction Catefiorv: Band Relocate / Replace Adiust Construct Update Install Trim Remove Grind Composite all Items Composite all Items FOCUS AREA 'A' PRIORITY LEVEL 3 PEDESTRIAN SIGNALS Compliance Item Cotor Pole Banding Lduala Distance from prosswelkLine Aduata Dislance from Curb iLine ll FieW Work Idenlilied Signal Non ponfanwig Push Button PaaHel to i piredkin of Crossing 1" 1 <c jLevel Clear Fkxx Space » Clear Fkxx Space at Push g Suttai s ? 1 .1.11 $600 § 1 || III .s> e- Jl ill _Q^_c. <S. $600 Vegdative ObslruclkHi in Clear | jFkxx Space j 1 1 o 1 1 UpBt in Clear Fkxx Space Composile Scores a Costs ! Composite Rating Category Gross Costs (some dottle ; countfig occurs) \ 1 i| p Location Faoiiitv ID Map Page Tier item Existina Condition Notes Coat $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 » Clear Fkxx Space at Push g Suttai s ? 1 .1.11 $600 § 1 || III .s> e- Jl ill _Q^_c. <S. $600 $100 $1,133 $260 N/E PD SGNL B on El Camino Real and Costa del Mar Road RMP4613 248 2 43" height: 62" distance to curb line and extended crosswalk 01 0.1 01 0.3 Minor $1,650 $1,000 NAM PD SGNL on El Camino Real and Costa del Mar Road RMP4614 248 45.5" height 19" distance to curb line and extended crosswalk 01 0.26 01 0.46 Minor $1,650 $1,000 PD SGNL A and B (Same Pole) RMP4754 212 2 A: 39" height; B: 39" height 01 0.1 01 0.3 Minor $850 $860 PDSGNLA RMP4755 212 2 40* height 01 0.1 01 0.3 Minor $660 $860 PDSGNLB RMP4755 212 2 39.5" height 01 0.1 01 0.3 Minor $860 $860 PDSGNLA RMP4781 281 2 40" Height exceeds 5' to curb line and crosswalk 01 0.26 0.1 01 0.55 Moderate $1,850 $1,000 PDSGNL A and B RMP50 10 2 46" He^ht: 78" to curb line: exceeds 5' to cross walk PD SGNL B highly inaccessable 01 0.1 025 01 0.55 Moderate $1,850 $1,000 PDSGNLA RMP51 10 2 45.5" Height exceeds 5' to crosswalk: 69" to curb line 01 0.1 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP51 10 2 4.5" Height exceeds 6' ts crosswalk and curb: no clearance on any skde of signal 01 0.1 0.25 01 0.55 Moderate $1,850 $1,000 PD SGNL A and B (Same Pole) RMP58 12 2 not complbnt 01 01 1 1.2 Moderate, $650 $660 PD SGNL A and B (Same Pole) RMP59 12 2 height of push button A and B: 40" 01 0.1 01 0.3 Minor $850 $860 PDSGNLA RMP631 61 2 47" Height 21" to curt; 01 0.1 01 0.3 Minor $1,650 $1,000 PD SGNL A and B (Same Pole) Rk«P632 61 2 A and B 47" Height 01 01 0.2 Minor $650 $660 PDSGNLB RMP632 61 2 *T Height 25' te curb and 60* to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP640 96 2 46.5" Height 43" to curb and 60" to crosswalk 01 01 0.2 Minor $650 $660 PDSGNLB RMP640 95 2 46" Height 28" to curb and crosswalk 01 0.1 01 0.3 Minor $1,650 $1,000 PO SGNL A and B (Same Pole) RMP641 95 2 A: 38.5" Height B: 39" Height: exceeds 10' from crosswalk 01 026 01 0.46 Minor $1,660 $1,000 PDSGNLA RklP642 105 2 50" Height 01 0.1 01 0.3 Minor $850 $860 PDSGNLB RMP642 105 2 exceeds 10' bebveen signals 01 025 01 0.45 Minor $1,650 $1,000 PDSGNLA RMP643 105 2 47.5" Height exceeds 10 between signels; exceeds 60" to crosswalk 01 0.1 0.26 01 0.55 Moderate $2,650 $1,000 PD SGNL B RMP643 106 2 46" Height 01 01 0.2 Minor $650 $650 PD SGNL A and B (Same Pole) RMP70 24 2 not compiant s^nai B exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PD SIGNL A RMP862 106 2 47" Height; exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PD SIQNL B RMP862 106 2 47" Height exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PD SGNL A and B (Same Pole) RMP863 106 2 A: 47" Height, B: 47" He^ht 25" to curb and 63" to crosswalk: 32" clear p,o,t, between signal pole and edge of walk heading north SGNL A is for future cnsssing. currently no ramp or sidewalk to 01 01 0.1 025 01 0.66 Moderate $2,850 $1,000 PD SGNL A and B (Same Pole) RMP968 120 2 A: 42" Height, B; 42" Height neither parallel to direction of travel: 48" to crosswalk and curb 01 0.1 01 0.3 Minor $1,660 $1,000 PD SGNL A and B (Same Pole) RMPS69 119 2 A: 41" Height B: 40" Height 2r to curb and 50" to cnjsswalk 01 0.1 0.1 01 0.4 Minor $1,850 $1,000 PD SONL A and B (Same Pole) RMP970 119 2 A: 39" Height B: 39'Height 15" to curb and 44'to crosswalk 01 0.25 0.1 01 0.55 Moderate $1,860 $1,000 PO SGNL A and B (Same Pole) RMP971 120 2 A: 39" Height B; 39' Height 18" to cuds and 34'to crosswalk sidewalk ends on either side of ramp 01 0.25 0.1 01 0.66 Moderate $1,860 $1,000 PO SGNL A and B (Same Pole) RMP99S 130 2 A: 47" Height B: 47" Height 53" to curb and 54" to crosswalk Jackson creisswalk heading east leads to nothing 01 01 0.2 Minor $650 $660 PDSGNLA RMP51 10 2 45.5" Height exceeds 5' to crosswalk: 69" to curb line 01 0.1 01 0.3 Minor $1,650 $1,000 N/E PD SGNL A and B (Same Pole) on B Camino Real and Camino Vida Robie ICrUA599 204 2 A: 39" height B: 38.5" he^ht: 27" to curb and crosswalk 01 0.1 0.1 01 0.4 Minor $1,850 $1,000 N/W PDSGNL on Plaza Dr. KTUA610 4 2 not compliant 01 01 1 1.2 Moderate $650 $660 PD SGNL A (NAM RMP at College and Salk) ICrUA641 141 2 39" Height rr to crosswalk and curb visual numedc countdown 01 01 01 01 0.4 Minor $1,850 $1,000 Construction Cateaorv. Band Relocate / Replace Adjust Construct Update Install Trim Remove Grind Comoosite all Items CAnnnnftita sll ItAme FOCUS AREA 'A' 1 does imaa 1 fFkxx & PRIORir f LEV EL 3 F •EDESTRIAN SIGNALS Compliance nem Cokx Pole Banding 1 8 .2! J b 1 $1,000 1 $1,000 s 1 $1,000 il =ush Button PaaW to liieciim of Crossing tctuata Height evel Clear Fkxx Space -Q-CB. $200 luttons are oM style ad istead of dome a arrov duakx 'ed signal and aduata ol support countdoMi t udible counkkwvn egdalweObstmclkxiii kxx Space ardObstrudkxiin Clea pace pift in Ctear Fkxx Spac omposite Scores a Co mposila Paling Categi II it Costs (will Maxknum mp replacemeni Loeation Facility ID Map Page Tier Existino Condition Notes Item Cost: $60 1 8 .2! J b 1 $1,000 1 $1,000 s 1 $1,000 $1,000 $200 $200 $200 -Q-CB. $200 $100 1.05 $1,133 $260 PD SGNL A (S/E RMP at College and Salk) KTUA607 141 2 38.5" Height 62" to curb line and crosswalk 01 01 0.1 01 0.4 Minor $1,860 $1,000 PD SGNL A (SAW RMP at College and Salk) KTUA634 141 2 405" Height 74" to crosswalk: 7'10" to curb line visual numeric countdown 01 0.25 0.1 01 0.55 Moderate $1,660 $1,000 Salk) ' at College and KTUA606 141 2 36.5" Height 25" to curb line; 30" to eresswalk visual numeric countdown 01 0.1 0.1 01 0.4 Minor $1,860 $1,000 Town Center KTUA621 257 2 39" Height 5'to curb line and 8' t» crosswalk 01 025 01 01 0.65 Moderate $1,850 $1,000 PD SGNL A at NE RMP at El Camino Real and La Costa Town Center KTLIA620 267 2 38" Height; 46" to crosswalk and 40" to curb line 01 0.1 01 0.3 Minor $660 $860 PD SGNL A at SE RMP at El Camino Real and La Costa Town Center KTUA623 257 2 37' Height; 21" to crosswalk and curb line 01 0.1 0.1 01 0.4 •Minor $1,850 $1,000 PD SGNL A on Plaza Dr. and El Camino Real KTUA608 4 2 height of push button; 39"; exceeds 5' te crosswalk 01 01 0.1 01 0.4 Minor $1,850 $1,000 Camino Real and Camino VWa Robie KTUA600 204 2 A; 39" height B; 39" height 29' to curb and crosswalk 01 0.1 0.1 01 0.4 Minor $1,860 $1,000 S/W PD SGNL on Plaza Dr. KTUA613 2 compliant 01 01 0.2 Minor $660 $660 PD SGNL B (S/E RM P at College and Salk) ICTUAe07 141 2 39.5" Height 32" to curb line and crosswalk exceeds 10' between signals 01 0.25 01 01 0.55 Moderate $1,850 $1,000 La Costa Town Center KTUA623 257 2 38.5" Height 46' to crosswalk and 40" to curb line 01 0.1 01 0.3 Minor $860 $850 PD SGNL B on Plaza Dr. and El Camino Real ICrLIA611 4 2 height of push buttons: 39.5" 01 726 244 139 104 16 0.1 129 1B2 34 01 0.3 Minor $860 $850 Confonning Minor Moderate $2106.6 % of Total Total 0 0.00% 557 76.72% 168 ' 23.14% 1 0.14% 726 100.00% FOCUS AREA 'B' CURB RAMPS Constmction Ctttaon: ptjstnjctions Found in on or Near the Ramp Horizontal Spacings or Pavement Divots f i-'-LipftJplifis(AA; or Concrete) | Detectable Warning (Tactile Grooves) ! | iMtlll Stript Dmo & Coflsfrud N«f (Ump Rtplac* Rnpair Exptnd ConwofjM all lt«iTi« Compotitt ril Ittmt FOCUS AREA 'B' CURB RAMPS ptjstnjctions Found in on or Near the Ramp Horizontal Spacings or Pavement Divots f i-'-LipftJplifis(AA; or Concrete) | Detectable Warning (Tactile Grooves) ! | Truncated Dome Striping in Crosswalk or Buffer from Vehicular Traffic Lane Pedestrian Ramp Non^exisleri Field Work Identified Ramp Non-Conlbrmirg PanWidlh Side Flares (Not to exceed 10%) | s 1 1 1 Ramp Slope (Slope Across the Pan) l^ng Running ot Cross Slope Ramp Slopes of Approach Apron (within 48' from top and botlom of curb ramp) 'Apet Ramp Used-Protection from Vehicular Traffic yovemeni Insufficient, Dual Directional Needed Slopes ofthe concrete gutter adjcnning cuib ramp (within 46' from top and bottcm of curb ramp) Lancing Depth Past the Tcp ofthe Pan (4' x 4' required) Composite Scores or Costs Composite Rating Category Gross Costs (some double counting occurs) Net Costs (with Maximum for ramp replacement Location Facilitv ID MaoPaa Tier Existina Condition Notes Individual Iktm Cost: SI ,133 1200 $250 (200 S300 stoo $2,750 $2,750 $2,750 $2,750 $2,750 $2,730 $2,750 $2,750 $3,000 S350 SSOO East sld« of htoltday Park along Eureka Pt (Handicap ramp) KTUA603 77 ores compliant 0 Confomilno so $0 WE RMP at ChuiMroM and La» KTUASOS M Ho truncated dome; worn texture; o.9~ l^i 0.1 0.2S 0.36 Minor ssso $660 t/I RMP at Wo PICO and L«« Ftoraa Dr. RMP121 29 2 Ho truncated dome; O-S" Hp 0.1 0.2S 0.36 Minor $550 $660 S/B RMP at Plo PICO and BaMa VMa IWP123 39 2 Mo trancated dome; worn t«xtai« 0.25 0.26 Minor S300 $300 8E RMP at Pk> Pico Dr and Lagatta Dr RMP129 2 no truncated dome; 0.25* lip 0.1 0.25 0.36 Minor $550 $660 S/W RMP at Pto Pico and Las Floras Dr. IIMP133 29 " No truncated dome; 0.9" Hp; vrorn texture 0.1 0.25 0.36 Minor $550 $660 WE RMP at VaHay St. and Carlabad village Dr. RMP14S 42 2 No truncated dome 0.2S 0.26 Minor 5300 $300 N/W RMP at Men roa St. and Cartsbad VI Hag* Drivo RMP26 « Landing rnnnbig slope: 9.4% Tnincnt«l dome not run inn 0,1 0.2 Minor 3300 $300 NC RHP at miay St and Baas wood RMP507 58 2 No truncated dome; 0.25" Hp; texture; ramp running slope 0.7% 0,25 0,1 0.36 Minor S300 $300 MW RMP at vaHcy st and Basswfood MA PS10 5. 2 no truncated dome; 0.5" lip; textura 0.1 0.25 0.36 Minor $550 $660 SE RMP at Ma^noHa Av and Adams St nspsso no truncated dome; 0.5" Hp 0.1 0.25 0.36 Minor $550 $660 NW RMP at MagnoHa Av and Ada an St RMP582 2 no truncated dome; 0.29* lip 0.1 0,25 0.36 Minor $550 $660 SW RMP at valley St and Brady Or RMP9M " no buncated dome; 0.29-1lp; 37" landing 0.1 0.25 0,1 0.46 Minor SI 050 $1,060 E RMP at End Of Magnolia Av Into Monroe St RHP806 70 2 no truncated dome; 0.5" Up; 35" landing 0.2S 0,25 0.1 0.6 Moderata 11,000 $1,000 12S1-1299 carlsbad Village Dr. (S/E RMP) KTUA829 53 2 non-compliant 1 Modarata $2 750 $2,760 12S1-1299 Carlsbad viHage Dr. (SiW RMP) KTUAe28 53 2 «,.-c.pll..t 1 Modarata ,50 $2,760 8/E RMP at Pico Pico and Carlsbad Village Dr. KTUA630 93 2 ^„„„„ 1 Moderata J2,750 $2,760 S/W RMP at Pk:o Ptoo and Carlsbad Village Dr. KTUAaSI 53 ' non-compliant thc stieet. A mw npliru and broknn A/C 1 Moderate J2.750 $2,760 N/W RMP at Chuparosa and Las Flerss Dr. KTU*.,, 20 2 No truncaled dome; 1" lip; no texture 0.25 0.25 0.6 Modarate S550 $660 Eureka PI at Horseshoe House (Handicap ramp) KTUAS35 88 2 non-compliant; slopes good; no truncated dome; no texture; no grooves at pan 2 Major ssoo $600 N/e RMP at Euraka and Chestnut KTUA838 77 2 non-compliant 1 Moderate $'750 $2,760 N/W lUNP at Eureka and Chestnut KTUA838 77 ' non-compliant 1 Modarate $2,750 $2,760 N/E RMP at Plo Pico and Buena Vista Wtoy RMPi23 29 2 non-compliant 1 Moderate $'750 $y60 NE RMP at Pto Ptoo Drand Laguna Or RMP128 slope 10.7%, cross stope 3.S%; power pole obstruction In side nara/iandlag; landing will raqitlta comptet. remp replaccmottt 0.1 0.1 0.25 0.1 0.1 0.1 0.76 Modarate $1,683 $1,683 N/E RMP at PICO Pico and cariabad village Dr. RMPl 30 S3 ...-c.mpn.m 1 1 Moderate $2,750 $2,760 NW RMP at Ptoo Pico and Carlsbad village Dr. RMP131 S3 non-coinpHeiit brokon, apnrted In 1 Moderate $2,750 $2,760 MW RHP at Pto Pico aad Baeaa vma Why RMP132 no trancated dome; ne Inndhifl; 0.S- lip 0.1 0.25 0.25 0.6 Moderate $1,050 $1,060 FOCUS AREA 'B' CURB RAMPS Conttnictlon CatMwv: Obstructions Found in on or Near the Ramp |^ Honzontal Spacings or Pavement Divots f Lip/Upiifts (A/C or Concrete) ; i iDetectafcle liVarning (Tactile Grooves) j ^ Truncated Dome § [Striping in Crosswalk or Buffer from Vehicular Traflic a Une f D«mo A Constniet N« Ramp Rtplac* Rapaif Expand CofflpoaltaallltatiM Coflipoalti dlUema FOCUS AREA 'B' CURB RAMPS Oomplance Hem Obstructions Found in on or Near the Ramp |^ Honzontal Spacings or Pavement Divots f Lip/Upiifts (A/C or Concrete) ; i iDetectafcle liVarning (Tactile Grooves) j ^ Truncated Dome § [Striping in Crosswalk or Buffer from Vehicular Traflic a Une f Pedestrian Ramp Non-existent Field Work Identified Ramp Non-Conbiming Pan Width Side Flares (Not to exceed 10%) jRamp Slopes (Running up the Pan) |Ramp Slope (Slope Across the Pan) jLanding Running or Cross Siope jRamp Slopes of Approach Apron (within 48" from top jand bottom of curb ramp) Apex Ramp Used-Protection from Vehicular Traffic Movement insuffictent Dual Directional Needed jsiopes of the concrete gutter ac(oining cuib ramp l(wlthin 46" from tcp and bottom of curb ramp) landing Depth Past the Top ofthe Pan (4' x 4' required) Composite Scores or Costs Composite l^ing Category Gross Costs (some double counting occurs) Net Costs (with Maximum fa ramp replacement LeeatkHi Facilitv ID MaDPaaTl«r Existina Condition Notas I,«l.i4,lli»0»l $1,133 1200 (250 $200 $300 $800 $2,7S0 $2,790 $2,750 $2,750 $2,750 $2,750 $2,790 $2,790 $3,000 $350 $500 H/WRMP st Highland Dr. and Forest Ave. RMPl 34 19 HO truncated dome; O.S' Ilpi 3,2% cross stope 0.1 0.29 0.1 0.46 Minor $550 $660 S/E RMP at Monroe St. and Carlabad Vlllag* Dr. RMP143 43 2 no landing, 0" grooves 0.1 1.1 Mod*rat» $700 $700 8/w RMP at Monroe SL and Carisbad Vlltage Drive RMP144 43 non-compHant 1 Moderate $2,750 $2,760 S/E RMP at valley St. and Carlsbad VIHage Dr. RMP145 42 2 No tnmcated dome; no landing 0.25 1.26 Modafvta $800 $800 WE RHP at Moaroe St and Carlsbed viHase Drive RMP27 43 2 non-compHsnt leige Chunks missing In 1 1 Modarata $2,750 $2,760 S/E RMP at Vrntlf St. and McCauley RHP384S 42 2 No tmncated dome; S" grooves; 0.2S' Hp Peth of travel shouW be replaced; crack hi cuib 0.1 0.1 0.25 0.46 Minor $750 $760 N/E RMP at Highland and Buena vista RHP3r27 30 > No truncated dome; grooved pan; Landing 0.25 0.25 0.6 Moderate $3,050 $2,760 N/W RMP at Hishland and Buena Vista RHP372S 30 No landing; no tmncated dome; no texture 0.25 1.26 Moderate $800 $800 S/W RMP at Moming Olory and Las Flores Dr. RHP3734 30 2 Mo trancated dome; craclied pan; 0.5" Hp 0.1 0.25 0.36 Minor • ,560 $660 S/W RMP at valley St snd Cartabad Village Dr. RHP4435 « non-compliant 1 Modttrate $2,750 $2,760 N/W map at valley St. and Cartsbad Village Dr. RMP443S 42 ramp not deep enough; no trancated dome 0.25 0.26 Minor $300 $300 SE RMP at Palomar Airport Rd and Melrose Nd. RMP4437 57 2 no truncated dome; 0.25''np; ramp ranning slope 12.3%; landing cross slope 4.6% 0.1 0.25 0.25 0.1 0.7 Moderate $3,300 $2,760 SE RMP at Monroe end Oayle wy. RMP443S " slope 9.7%; landing cross slope4.1%; no sidewalk on one sMe of ramp 0.1 0.25 0.1 0.1 0.66 Moderate $550 $660 NE RMP at Moarocand Ltnda Ln. RHP443S 44 2 slope 9%; landing ranning slope 4.9%; p«.t. 0.1 0.M 0.1 0.1 0.66 Moderate $550 $660 SE at Monroe mnd Linda Ln. RHP444S 44 no truncated dome; 0.5' Hp; Insufficient landing; p.o.t. needs to be replaced 0.1 0.25 1.36 Moderate $1,050 $1,060 N/E RMP at Canyon and Basswood RHP4441 44 ranning slope 11%, cross slope 6.6%; 35.5' landing; sidewalk separated at ioint; landing 0.1 0.25 0.1 0.25 0.25 0.1 1.06 Moderate J6.550 $2,760 N/E RMP on Cartsbad Vll^e Dr. (Library Entrance) RHP484 " non-compnant 1 Moderate $2,750 $2,760 WW RMP on Carlsbad Village Dr. (LIbnry Entrance) RMP489 54 non-compnant 1 1 Moderate $2,750 $2,760 N/E RMP on Cartsbad Village Dr. (Library main drive) RMP4SS S3 2 non-compliant replaced; slope on each SMe with dip In middle 1 1 Moderate $2,750 $2,760 N/W RMP on Carlsbad Village Dr. (Library main drive) RMPA87 53 2 non-compliant 1 1 Modcr^e $2,750 $2,760 S/E RHP at Highland and Carisbad VIHage Dr. RMP492 « 2 cracked pan; 2" lip 1 Moderate $250 $2,750 $260 $2,760 S/W RMP st Highland and Carlsbed VIHage Dr. l«P493 2 eon-compHant 1 1 Moderate $250 $2,750 $260 $2,760 N/E RHP at Highland and Carisbad village Dr. iaiP«94 41 2 No trancated dome; ao landing 0.25 1 1.26 Modarate $800 $800 NM RMP at Hlghlaml and CarMwd Village Dr. RMP4SS 41 2 No tmncated dome; no texlara; 1" Hp 0.25 0.25 0.6 Moderate 5550 $660 SW RMP at vaHey St. and James Dr. RMP49a 42 2 non-compliant 1 Moderate $2,750 $2,760 NW RMP Bt vaNey sc. and James Dr. tmPAvr 42 2 non-compliant 1 1 Wff jlOI'Pl^... $2,750 $2,760 se RHP st Valley St. and Oak Ave. RMP498 42 2 pan cross slops 5%; landing mnnliqi slope 6% aew lamp; everything eto compliant 0.1 0.1 0.2 so $0 -3 Cttislruction Critaorv: Rvmovil Patching Grindins Scortag 9bip9 Dtmo & Con rtmct NM Ramp Rtplact Rep«ir ExpMid Compo iit« «ll Items CompoHte III Kwni FOCUS AREA 'B* CURB RAMPS ComplWKe Mem Obstructions Found in on or Near the Ramp Horis:ntal Spacings or Pavement Divots LipAJplifls (A/C or Concrete] Detectable Warning (Tactile Grocwes) Trurrcated Done Strpng in Crosswalk or Buffer from Vehioiar Traffic Pedestrian Ranp Non-existent Field Work Identified Ramp Non-Confbrming j :Pan Width 1 1 Side Flares (Not to eKceed 10%) i Ramp Stopes (Rurming up the Pan) Ramp Slope (Slope Across the Pan] Landing Running or Cross Slope Ramp Slopes of Approach Apron (within 48" from top land bottom of curb ramp) IApex Ramp Used-Protection from Vehicular Tral^c jMovement insufTiaenl Dual DirKlional Needed SIcpes of the concrete gutter acioining curb ranp [within 48" from tcp and bottom of curb ramp) Landing Depth Past the Top ofthe Pan (4' x 4 required) Composite Scares or Costs Composite Rating Category ^ross Costs (some double counting occurs) Net Costs (with Maximum for ramp replacement Location Facilitv ID Mao Pan Existina Condition Notts Incfivlduef ttemCost: $1,133 S200 S2$0 $200 S300 $800 S2,750 $2,750 $2,750 $2,750 $2,750 $2,750 $2,750 $2,750 $3,000 $350 $500 NE RMP at Valley St. and Oak Ave. RMP499 42 landing running slope 3.6%, cross skipe 5.7%; ramp running skipe 9%; non<onipilant 0.1 0.29 1.36 Moderate S5,600 $2,760 NW RMP at VaHey St. and Oak Ave. RMP500 42 non-conipilant; 6* grooves; no truncated dome; 2- (ip 0.1 0.29 1 2.36 Major 53,500 $2,760 S/E RHP at alames Dr. and Basswood RMP508 9« non-compHant 1 1 Modarate $2,750 $2,760 sm RMP at Valley and Basswood RMPSOS SS 2 running siope:10%; landing running slope: 5% 2- Joint bl path of travel 0.1 0.29 0.1 0.1 0.66 Moderate S550 $660 S/E RMP at MIley and Chestnut RMP514 60 2 non-compnant ma)or ipliR of a/c In path of travel 1 Moderate $2,750 $2,760 8/W RMP at Valley and Chestnut RMPS1S 89 2 non-compnant 1 1 Mod>rate 52,750 $2,760^ N/W RMP at valley and Chestnut RMPS16 89 2 No truncaled dome; no texture; 0.9" Hp; ramp cross stope 3% 2" separation to path of 0.1 0.29 0.1 0.46 Mtnor $550 $660 WE RMP et VaHey and Chestnut IUIPS17 .. 2 non-compiiant 1 htoderste 52.750 $2,750 SW RMP Bt Basswood and Monroe RMP520 44 2 ranning slope 10%, cross slope 5.8%; landing running slope 5.7% 0.29 0.1 0.29 0.25 0.86 MtMltmte 55,800 $2,760 NW RMP at Basswood snd Monroe RMP521 « 2 beveled Hp; ramp runnhig slope 10.2%; landing running shipe 3.7% 0.1 0.29 0.1 0.1 0.66 M<Kittret< 5550 $660 NE RMP at BessvHMd and Monroe RMPS22 44 2 slope 12.9%, cross slope 6.4%; landing running slope 8.4%, cross stope 3%; 31" 0.1 0.25 0.1 0.25 0.29 0.25 0.1 1.3 Modervte $9,300 $2,760 SE rUHP at Monroe and Basswood RMPS2a 44 2 no truncated dome; 0.5' lip; worn texture; 32" landing; ramp cross stope 2.7% 0.1 0.2S 0.1 0.1 0.66 Moderate 51,050 $1,060 NW RMP at Monroe St /Lancer Why and Chestnut Av RMP52e 2 slope 3.6%, cross stope 4.5%; sign post hoto and 0.5" upilR to right of ramp 0.1 0.1 0.29 0.1 0.66 Modertiie $1,683 $1,683 SW RMP at Monroe St/Lancer Why and Oiestnut Av RMPS 28 7. 2 v-dltch in p.o.t.; no tnincated dome;0.9" Hp; no landing; noncompltant 0.1 0.29 1.36 Moderate $1,050 $1,060 NE RMP at Monroe St / Lancer Why and Chestnut Av RMP530 2 no truncated dome; 0.29"iip; remp running slope 9.6%; no tending 0.29 0.1 1.36 Moderate 5800 $800 NE lUaP at Monroe St/Lancer Why and Chestnet Av RMPS31 7, 2 no truncated dome; 0.5" lip; no tendtog; non compliant 0.1 0.29 1.36 Moderate $1,050 $1,060 SW RMP at Basswood aad Pine IUIP54a 89 2 No truncated dome; wom textare; 34" landing; side ftere a: 13% 0.25 0.1 0.1 0.46 Minor 5800 $800 S/E RMP at Besswood and Pine RMPS43 89 2 curb; 0.5" ilp; 1" uplift at storm drata manhole; 34" landtog; ramp cross slope Htiity box In mwdie of transition to tending 0.29 0.29 0.1 0.29 0.1 0.96 Moderate $3,800 $2,760 S/W RMP at Eureka Pi and Basswood RMPS4S SS 2 non-compHant 1 Moderate $3,750 $2,760 S/E RMP st Eureka PI. snd Basswood RMP548 86 2 0.5" lip; ramp running stope: 19.6%; non- compliant 0.1 0.29 0.25 0.6 Mcder^ 53.300 $2,760 East side or Holiday Park acroM street from 3215 Eurela RMP550 86 2 no truncated dome; no texture; insulficient 0.29 0.29 0.6 Moderate $800 $800_ NE lOlP at Magnolia Av and Adams St RMP550 2 slope 10.2%, cross slope 4.7%; tending running slope 7.9%, cross Stope 3.6% 0.1 0,29 0.1 0.1 0.29 0.8 fAoderate $3 300 $2,760 sw RMP at Masiwlla Av aad Adanra SI RMP981 2 slope 8%, cross stope 2.7%; tending rennlng slope 6%, cross slope 4% 0.1 0.29 0.1 0.29 0.7 Moderate 53.300 $2,760 sw RMP at Chestnut Av and Maiforte LB iwpsrs 2 BO truncated dome; o.29*Hp; notextHra; 18" sWewaik eads to one sMe 0.1 0.25 0.36 Minor $550 $660 _ SE RMP at Chestnut Av and Maijorie LB RHPST7 2 no truncated dome; 0.5" Hp; 36" tending; landing running stope 3% sMewaik ends to ose sWe 0.1 0.29 0.1 0.1 0.66 Modtrate SI .050 $1,060 NE RMP at ChestBut Av and Donna DrN /Ct S RMPS7B 2 slope 5.2%; broken at curb; isndlag cross stope 3%, running slope 3.8%; 37" tandteg gutter throagb pA.t. 0.1 0.29 Oil 0.1 0.1 0.G6 Moderate $1,050 $1,060 NW RMP at CheMnat Av and Donna DrN/CtS RHPST9 slope 13.4%; landing cr^s stope 4.4%, running slope 15.9%; 37.5' tendhig; steeps 0.1 0.29 0.29 o-a9 0.1 0.29 0.1 1.3 Moderate 59,300 $2,760 CoMlructlMi C*Morv: Removii Patching Grindins Scoring Inttall D«iw IConatnictNni Ramp Raplac* Rtpair Exptnd CompoBtt til Ittmt Compotitt dl Ittmt FOCUS AREA 'B' CURB RAMPS Q>mpiaixe Hem Obstructions Found in on or Near ttie Ramp Horizontal Spacings or Pavement Divots LipAJpliBs (A/C or Concrete) iDetectable Warning (Tactile Grooves) Truncated Dcme 'stnping in Crosswalk or Buffer from Vehicular Traffic iLane Pedestrian F!amp Non«islent jpield Work Identified Ramp NoivConfbrming jPan Width Side Flaies (Not to «ceed 10%) Ramp Slopes (Running up ttie Pan) [Ramp Slope (Slope Across the Pan) Landing Running Of Cross Slope Ramp Slopes of /i^jproach Apron (within 48" from top and botlom of curb ramp) Apex Ramp Used-Protection from Vehicular Traffic Movement Insufficient, Dual Directional fJeeded iSlopes ofthe concrete gutter adjoining curb ramp !(within 48" from tcp and bottcm of curb ramp) [Landing Depth Past the Top of the Pan (4' x 4' required) Composite Scores or Costs Composite Rating Category Gross Costs (some double counting occurs) Net Costs (with Maximum for ramp replacement Facilitv ID Mao Paa Ti«r Existina Condition Notas Indviduol lleinCttst: Si ,133 (200 S2S0 $200 $300 $800 $4750 $2,750 $2,750 S2,7S0 $2,750 $2,7$0 $2,7S0 $2,750 $3,000 $350 $500 NE RMP at Magnolia Av and Brady Cir RMPS 04 2 slope a.9%; landing running slope 3%{ 37" anding; one sMe of rsmp leads to a/c 0.1 0.2S 0.1 0.1 0.66 Modarata J.,OiK. $1,060 IfW RMP at Magnolia Av and Brady RMPSOS 2 no truncated dome; 0.5' Ilp; ramp cross slope 2.7%; 37" landing 0.1 0.25 0.1 0.1 0.66 Modarata S1.050 $1,060 se RMP at Magnolia Av and Valley St RMPSM 2 no truncated dome; 0.5" Ilp; ramp running slope 13%, cross slope 2.5%; 37" tending 0.1 0.25 0.25 0.1 0.1 0.8 Modarata 53,800 $2,760 SW RMP at Magnolia Av and Valley St RMP597 2 slope 10.8%, crow slope 3.9%; landing running slope S%; 35' lattdltig 0.1 0.25 0.1 0.1 0.25 0.1 o.» Modai«t $3,800 $2,760 HW RMP at MagnoHa Av and valley St RMPSM 2 slope 11.8%, cross slope 8.9%; tsndlng ranning slope 10%; 39" landing; 11% slope 0.1 0.25 0.1 0.25 0.25 0.25 0.1 1.3 Modarata $0,900 $2,760 NW RMP at VaHey St and Brady ar MNM 2 no trancated dome; ramp running slope 9.4%, cross slope 3%; 37" lending •Mawalk mdi to nortb 0.25 0.1 0.1 0.1 0.66 Modarate $800 $900 SW RMP at Monroe St and Magnolia Av RMP»04 70 2 slope 2.6%, ranning skipe 8.1%; 0.5" upllR to left of ramp 0.1 0.25 0.25 0.6 Moderate $3,300 $2,760 NW mp at Monroe St and Magnolia Av RMPSOS 70 2 landing; Isnding cross slope 9%; 36" landing; ramp cross slope 7.4% 0.1 0.25 0.25 0.25 0.1 0.96 Modfmit $0,550 $2,760 WW RMP at Plo Pico and Laa Flores Dr. RHPS9 29 2 Ho trancsted dome; no textura; 0.S" Hp 0.1 0.25 0.36 MHior S550 $660 WE RMP St Plo PICO and Las Florea Dr. RMPU 29 2 No trunceted dome; O.S" Up; lend cross tiope: 3.1% 0.1 0.25 0.1 0.46 Minor $550 $660 N/W RMP at 4|Hece St. and Forest Ave. R.P.. 18 2 No trancsted dome; crscked pen 0.25 0.26 Minor $300 $300 SE RMP at Plo PICO Dr and Magnolia RMP74S 2 landing ranning slope 3.5%, cress slope 2.5%; ramp ranning stops 10.2%, cress 0.1 0.25 0.1 0.1 0.1 0.66 Mocftrate $550 $660 NE RHP at Plo Pico Drand MagnoHa Av RMP74S 2 no trancated dome; 0.5" Ilp; cracked snd broken concrate; non-compHant 0.1 0.25 0.36 Minor $550 $660 S RMP at Tamaracli Av snd Plo Pico Dr RMPTSO M 2 elope 13.5%; landing ranning slope 2.9%, cross slope 4.2% 0.25 0.25 0.1 0.6 Modarata $3,050 $2,760 N RMP at Tamsrsck Av snd Plo Pico Dr RMP751 M 2 no truncated dome; 0.5" Ilp; ramp ranning slope 11.6%; landing cross slops 2.9% 0.1 0.25 0.1 0.1 0.66 Modat«ta 51,050 $1,060 N RMP st Tamarack Av aad Plo Pico RMP752 M 2 slope 12.1%; landing cro« stops 3.4%; 29" 0.1 0.25 0.1 0.25 0.96 Modarata $3,800 $2,760 NE RMP at Tamarack and Adams Ave RMP754 •8 2 Isndlng ranning stope 12.4%, cross stope S%; landing 35* wide 0.25 0.25 0.6 Modarate $5,500 $2,760 SE RMP st Tamarack Av and Adams St RMP759 98 2 no truncated dome; 0.5" lip; Insufficient landing Ilp and holts mate 0.1 0.25 0.1 0.46 Minor $1,050 $1,060 SW RMP St TaaMraek Av sad Adsara St RHP7SS 88 2 ao trancated dome; 0.5" 1^; non-compltont Hp and holas la a/e 0.1 0.25 0.36 Minor $550 $660 NW RMP at Tamarack Av and Adams iaiP797 98 2 46" pan; ramp ranning slope 7.3%; landing running slope 9.4%, crass stops 4.1 % 0.1 0.1 0.2 Minor so $0 SW RMP at Donna Ct and Chestnut KTUA507 2 No ramp provided slong secesslbto route 1 1 Moderate 53,750 $2,760 SE RMP at Donna Ct and Chestnut KTUA9S8 2 Ho ramp provided slong accessibte route 1 Modarata $2,750 $2,760 Hsndtosp RMP on Eureka PI along Mst side or HolMsy Park RMPS49 H 2 No trancstsd dome, no detectabte waraing 2 Major 5500 $600 NE RMP at Plo PICO and Phw IIIIP537 2 No trancated dome; 0.29" Np 0.1 0.29 0.36 Minor $450 $460 SE RMP at Plo PICO and Plae RMPS38 2 Ho tranceted dome; 0.29" Rp 0.1 0.25 0.36 Minor $450 $460 NW RMP et Plo Pico and Tkmarsch R-P»3 2 No trancsted dome; 0.5" Ilp; Insafflclent landing tess than 36" Oooata Hiaps 0.1 0.25 0.1 0.46 Minor $1,050 $1,060 SW RMP at Tamareck and Highland Dr RMPSM 89 pan width 40^ 41" taadtog abattlag wall; Isnding ranning stops 4.91% 0.1 0.1 0.1 0.1 04 Minor $500 $600 CoiHtmction Ca^eqpiy; dwno ii CftMfrbct Wwiftamp Con^«slt*illtt*mt FOCUS AREA 'B' CURB RAMPS 1 t 11 §1 E RMP St Tamarack a NW RMP st Tsmsrach snd H^iblsnd «I RMP st Tsnrarack sad Jam 9W RMP at Tamarack a HE RMP at Tamarack a WW RMP at Tamarack and Valley St SW RMP at Tamarack and Valtoy st HE RMP at Valtey st and Andrea SE RMP st Vsltey St snd Andrea SW RMP at Plo Pico Dr. and Chestnut V RMP at Pto Pico Dr. and Chsstnut o snd Chestnut NE RMP st Pto Ptoo Dr. and Chestnut WE RMP at Clprlano and Forest Avs. Facilitv ID MapPaa TiT V RMP St apfteno and Forest Ave N/E RMP st Awnue of Trees snd WE RMP at Plo Pico and Stratford S/E RMP at Pto Ptoo and Stratfora WE RMP St Beena Vista and Jamei t/e RMP at Highland and Mewtand I mp at Blenkame snd Trvesdell snd Whstwood jBcistin^ondition 39"; Insufnctent Isnding tess thsn 39": 0.25" Ing tess than 39"; ed 5%; tending abutting^ iing tess than 39"; Ho truncated dome; pan wMth less than iMe fteras lead to parkway; 0.25" Hp rncated dome; 0.2S" Ilp incated dome; 0.2S" Ilp; Insufficient Ho trancaled domes, gutter slope 2.5%, SIdewslkspprosch E 17.2%, Landing Is 30i", Ho trancsted domes, ramp stope Bi 12.9? r stope: 4.1%; Pan width Is 30"; Ho No trancsted dome; cracked pen; wora non-compnsnt ' trancated dome 0.96 0.96 Majoi 32,750 $3750 $2760^ $2,760 $800 $2,760 $2,760 $2,760 $2,760 $2,760 $2,760 $300 J66q^ $2,760 $2,760 1^ FOCUS AREA 'B' CURB RAMPS Constmction CatMorv: Rsmovil Ptfching Grincttng Scorfeg Inttaa Stripe Dtmo & Con ctnict Nnt Ramp jsiopes of the concrete gutter ac|oining curb ramp 5 l(within 48" from tcp and bottcm of curb ramp) \ tending Depth Past the Top ofthe Pan [4' x 4' f required) 1 Con^raiitt aH Itetns Conpoeite alDtnne FOCUS AREA 'B' CURB RAMPS Confdance Hem Obstructions Found in on a Near the Ramp Honzontal Spacings or Pavement Oivots UpAJpiifis (A/C or CorKrete) petedable Warning (Tactile Grooves) Truncated Dcme Striping in Crosswalk or Buffer from Vehicular Traffic Lane Pedestrian Ramp Non-existent j Field Work Identified Ramp NorvConforming Pan Width | Side Ffares (Not to ©cceed 10%) jRamp Slopes (Running up the Pan) (F^amp Slope (Slope Across the Pan) i jlancSng Running or Cross Slope Ramp Slopes of Approach Apron (within 48" from top iand bottom of curb ramp) ;Apex Ramp Used-Protection frcm Vehicular Traffic •fi^ovemait InsufTtcient. Dual Directional Needed jsiopes of the concrete gutter ac|oining curb ramp 5 l(within 48" from tcp and bottcm of curb ramp) \ tending Depth Past the Top ofthe Pan [4' x 4' f required) 1 Composite Scores or Costs Composite Rating Category Gross Costs (some itoubie counting cxxurs) Net Costs (with Maximum for ramp replacement Locstkm Facilitv ID MaoPaa Tlar Existina Condition Notas Mvidud lleinCost: $1,133 (200 $250 $200 S300 $800 $2,750 $2,750 $2,750 $2,750 $2,750 $2,750 $2,750 $2,750 $3,000 $350 $500 sw RMP St Westwood and Blenkame Dr (south) RMP526 44 ramp running slope 10.6%; landing running 0.25 0.29 0.1 0.1 0.7 Moderate S550 $660 WE RMP at 1-5 and Cartsbsd vniane Dr. RMP4S8 53 non-compliant 1 Moderate 52,750 $2,760 S/E RMP St 1-9 snd Carlsbad vniage Dr. RMP490 53 2 non-compliant 1 Modersfts $2,750 $2,760 He RHP at valley st and Evergreen ar. RMPS02 55 2 non<ompllsnt 1 Moderate 52,750 $2,760 SE MNP at Valley St. and Evergreen Cir. RMP501 95 2 »,.<..,«.« 1 Moderate 12.750 $2,760 HE RMP at Plo Pico and 0«k Ave. RMP4«) 65 2 no tmncated doms; no texture; Inswfllcleet Isnding; 0.5" Hp (beveled) 0.1 0.29 0.36 Mtnor 5500 $600 se RMP at Pto Pleo and Oak Ave. RMP4S1 « 2 non compllsnt 1 Moderate 52,750 $2,760 S/W RMP at Adams and Basswood S0 2 No truncated doma; wom texture; 0.5" tip wHh cracked concrate; ramp ranning slope: 0.1 0.29 0,1 0.46 Minor 5550 $660 ME RMP at Monroe St snd Ksrren Ln RMPSflO 70 2 no truncated dome; 0.5" Ilp; ramp ranning slope 10.4%; Isnding cross slope 3.5%; 0.1 0.25 0.1 0.29 0.7 Modarate $3,300 $2,760 SE RMP St Donns Ct RMPSai 70 2 no truncated done; 32" landing writii veg obstrtnction; side ftara a: 12%; ramp ramp ieeds to nowhere 0.25 0.1 0.1 0.1 0.66 Moderotft 5800 $800 se RMP St Monroe St snd Ksrren Ln RMPsrg 7. 2 no truncated dome; o.5~ lip; ramp ranning slope 11.B%; 33.5" landing; no sldewslkto 0.1 0.25 0.1 0.1 0.66 Moderate $1,050 $1,060 W RMP at Donna Ct RHPSaO 70 2 no trancated dome; sUe flare a: 12.9%; 38" landing 0.25 0.1 0.1 0.46 Mnor 5800 $800 WE RMP St Adsms and Chestnut RMP553 77 2 no trancated dome; no textare; not 4S" deqi pan; ranning stope of isnding; 4.8%; 33* 0.29 0.1 0.36 Minor $300 $300 WW RMP St Adsms sftd Chestnet R-PSM " 2 no tenure; no trancsted dome; 0.5" ilp; non- complisnt 0.1 0.29 0.36 Minor $550 $660 S/E RMP at Adams and Chestnut RMP552 77 2 path of travel needs repair 0 Conforming $0 $0 S/W mp st Adams and Chestnut RMP591 77 2 non-compHant 1 1 MottaraW $2,750 $2,760 HE RMP at Tamarack Av and Adair wy R«P7« 88 2 non-compHant 1 1 Moderate 52,750 $2,760 HE RMP at Tamarack Ave and Margaret wy RMP7B1 88 2 non-compliant 1 1 Modlrat* $2,750 $2,760 MW RMP at Tamarack Av aad Adak- wy RMPTSS 88 2 cracked/sunken concrete at Ilp; pA.t. non- compliant 0.1 0.1 Minor 5250 $260 MW RMP St Tsmaiack Av snd Msrasretwy RMP780 88 2 non-compliant; no trancated dome; no landing 1 1 Moderate 52,750 $2,760 HE RMP st Adams St and Camino Dal Soi Ch-RMP767 2 no trancated dome; 0.5" Ilp; ramp ranning slope 9.3%, cross stops 3.7<K4 worn texture p.o.t. needs rsptaclsg 0.1 0.29 0.1 0.1 0.66 Moderate $550 $660 HE RMP at CaHsbad village Dr aad S RMP17S 2 Ho tranceted dome; pan Is iCM thsn 48"; 0.5- lip 0.1 0.29 0.1 0.46 Minor $550 $660 Me Rmp At Laguns Dr ® Kremeyer Cir RHPSW 2 no trancsted dome; grooved psn; 0.29" upiin where psn meets carb; chipped 0.1 0.29 0.1 0.1 0.66 $550 $660 HE iWP at Magnolia Av and Highlasd Dr RMPSM 2 no trancated dome; 0.5" lip; ramp slope 12.5%, cross slope 8.5%; 21" depth; 28" 0.1 0.29 0.25 0.29 0.25 0.25 1.36 Modvrato $9,300 $2,760 HW RMP St Donns Dr snd Lee Ct RMPS3$ 2 no trancated dome; 0.5" ilp; landing rannhig slope 4.7%; 37" landing 0.1 0.2S 0.1 0.1 0.66 Moderate $1,050 56,550 $1,060 $2,760 HW RMP st Msgnolls Av snd H^hlsnd Dr RMPSa7 2 no truncated dome; 0.5" lip; landing cross stope 3.5%, ranning stope 11.2%; 42" 0.1 0.25 0.25 0.25 0.1 0.96 Modenrtc $1,050 56,550 $1,060 $2,760 RMPl 74 RMP174 2 Compliant 0 Cocrforming SO $0 FOCUS AREA-B' CURB RAMPS Comtnicdon CitNOrv: RemonI PXchlm Grinding Scoring hi>U Strip* DOflW & Construct Nw Ramp R*ptac« Rtpair exfm* Compost* Ifl Ittmi Cenpoeit* aH ilefflt FOCUS AREA-B' CURB RAMPS Cotrplance Bern Obstructions Found in on or Near ttie Ranp Honzontal Spacings or Pavement Divots Lip/Uplills (AC or Concrete) betectable Waming (Tactile Grooves) Truncated Oome Stripng in Crosswalk or Bufler from Vehicular Traffic Lane 1 1 Field Work Identified Ramp Non-Confbiming PanWidth 'side F^res (Not to exceed 10%) jpamp Slopes (Running up the Pan) Ramp Slope (Slope Across the Pan) Landing Running or Cross Slope Ramp Slopes of Approach Apron (within 48" from top and bottom of curb rainp) Apex Ramp Used-Protection from Vehicular Traffic Movement Insufficierrt, Dual Directional Needed Slopes ofthe concrete gutter adjoining cu* ramp [within 48" from top and bottcm of curb ramp) Landing Depth Past the Top of the Pan (4'X 4' required) Composite Scores or Costs Composite Rating Category Gross Costs (some double counting occurs) Net Costs (with Maximum for ramp replacement Location Facilitv ID MaoPaoTlor Existina Conditton Notos J1,133 $200 (290 S200 $100 $800 $2,7!0 $2,750 $2,750 $2,790 $2,750 $2,790 $2,750 $2,750 $3,000 $390 $900 8E RMP It Adams St and Camino Del Sol Ck »MP7.. 2 no truncated dome; 0.5' Ilp; ra mp running slope 11.3%, crow slope 4.8%; lending 0.1 0.25 0.1 0.1 0.1 0.66 Moderate S550 $660 SE RMP et Brady cir and VIcKing VMy R«P.Oi 2 no truncated dome; 0.25''ilp; ramp running alope 7.3%, cross slope 3.3%; lending 0.1 0.25 0.1 0.1 0.25 0.1 0.9 Moderate $3,800 $2,760 SE RMP at Carlsbad VHIage Dr and S I-S onramp RMP175 2 No tnincated dome; pan 1* lOM thsn 48"; 0.5- IIP 0.1 0.25 0.1 0.46 Minor S550 $660 Se Rmp M Cvd ® State St RMP2S8 2 0.5" Hp; no truncated dome; grooved pen; no landing; 0.5" uplHt along entire edge at 0.1 0.25 0.1 0.25 0.1 0.25 1.06 Moderate ss.soo $2,760 SE RMP at MagnoHa Av and Ofvcourt way RMPSS2 2 no tnincated dome; O-aS'lIp; remp running alope e.e% 0.1 0.25 0.1 0.46 Minor $550 $660 SE mep at MasaoDa Av and HIghlaad Dr RMPSS* 2 no truncated dome; 0.5" Ilp; no leading; l"-*- ic aplirt at street; ramp running slope 0.25 0.25 0.25 0.25 OM 1.26 Moderate $1 050 $2,760 SE RMP at MagnoHa Av and Yvette way RMP5SS 2 no truncated dome; 0.5" lip; ramp running slope 11%, cross slope 4.3%; Isnding 0.1 0.25 0.1 0.1 0.1 0.1 0.76 Moderate $1 050 $1,060 SE RMP at N Curve of Brady Ck RMPSOS 2 no truncated dome; 0.5" Ilp; landing running slope 3%; 36" landing 0.1 0.25 0.1 0.46 Minor $1,050 $1,060 SE RHP at Wtatwood and Monroe RMP525 2 no truncated dome; texture; 0.5' Ilp; landing running slope 3.5%, cross slope 5%; ramp 0.1 0.25 0.1 0.1 0.1 0.66 0.96 Moderate $1,050 $1,060 sw RMP at Biady Cir and VIMng way RMPS03 2 no truncated dome; 0.2SHIp;ramp cross slope 5.7%; lending running stope 7.8%; 38" 0.1 0.25 0.25 0.25 0.1 0.66 0.96 Moderate $6,550 $2,760 SW RMP at Donna Dr and Lee Ct RMP534 2 no truncated dome; 0.5" Ilp; tandbtg ranning slope 6.6%; ramp cross slope 5.3% 0.1 0.25 0.25 0.6 Moderate $3,300 $2,760 SW RMP at Masnolla Av and Grecourt Way RMPU3 2 no truncated dome; 0.5" Itp; gutter broken at pan; 24" landing; ramp running slope 0.2S 0.1 0.2S 0.1 0.25 0.96 0.96 Moderate $1,250 $1,260 SW RMP at Maanolla Av aad HIgbland Dr RMP5SS 2 no truncated dome; 0.5" lip; lamp cross alope 14.8%; landtag mnning stope 15.3%; 0.1 0.25 0.25 0.25 0.1 0.96 0.96 Moderate 56.550 $2,760 SW RMP at Magnolia Av aad Wette way RHPSS4 2 no truncated dome; 0.5" Ilp; ramp slope 10.4%, cross slope 7.3%; ebunk of concrete 0.25 0.1 0.25 0.1 0.25 0.25 0.1 1.3 Moderate $6,750 $2,760 HW RMP at Tattle st. and MM Lyan RMPl IS 2 No truncated domes, Side flare A; 14.0%; Rump slope: 11.4%, Landing wWth: Srin. 0.25 0.1 0.1 0.1 0.66 Moderate $800 $800 NE RMPat l-STamaiacli SBoa rn^ •nd Tamarack Ave. RMP744 2 pole Is blocking landing, UtHlty bones also blocks landing. Ramp stope B Is 10.9%, 0.25 0.1 0.25 0.1 0.1 0.8 Moderate $2,033 $2,033 NW RMP at 1-5 Tamarack SB off rmp aad Tamarack Av. RMP 745 2 No truncated domes; Rsmp slope B 12.5%; Ramp nam C 11.2%; 0.25 0.1 0.25 0.6 Moderate $3,050 $2,760 SW RMP at 1-5 Tamarack SB off rmp aad Tamarack Ave. RMP7U 2 No truncated domes; Landing depth 27"; Landing cmaa slope 4.9% 0.25 0.1 0.25 0.6 Moderate $800 $800 SE RMP at 1-9 Tamarack SB oa rmp and Tamarack Ave. RMP747 2 No truncated domes; Tramc l^ht wtth pad button blocking tending; Gutter stope 4.8%; 0.1 0.25 0.25 0.6 fModerate $4,183 $3,883 NE RMP at Pk) Pleo and Knowles ™P,« 2 Slope at gutter 6.4%; 40" pan wWth; 43* landing; landing cross slope 9.8%; 0.25" 0.1 0.1 0.1 0.1 0.1 0.6 Moderate $1,100 $1,100 SE RMP at Pto Ptco Dr. and Knowles Ave. RMP125 2 No truncated domes, No grooves, SMe flsre A 12%; Ramp stope B 12%; Gutter slope 0.1 0.1 0.1 0.25 0.2! 2.8 Major $1,350 $1,360 NE RMP AT 14 NB on rmp aad RHP«SS 2 Mo Landing, Side flare A: 23.1%; approach from side F: 6.1%; No trunceted domes 0.25 0.25 0.25 0.76 Moderate $3,550 $2,760 SE RMP AT 1-S HB off rmp aad Cartsbad village Dr RMP4eO 2 No Landing, Side flaiv A: 12.5%; surface alope: 12.2%; no Unncated domes, gutter naip Is Hon-OoMpHaat 0.25 0.1 0.25 0.25 1.86 n^arate $3,«00 $2,760 NW RMP AT 1-5 NB on rmp and Carlsbad Vlllase Or RMP4Se 2 No Landing, Pan Width Is 36" 0.1 OJtS 0.36 Minor $500 $600 $1,060 SW RMP AT 1-5 NB ott rmp and Carlsbad village Dr RMP4«1 2 No landing, SMe flare A 11.9%; no truncated dome, Trafflc algnal box Is located withbi 0.1 0.25 0.1 0.1 0.25 0.8 iUodoiate $1,050 $600 $1,060 2 0 Conforming so $0 RMP53S 2 0 Conformina so $0 M Conitruction CitMonr: Remowi Pltdiing Griadhg Scoring Inttall Stript Dtmo & Cortstruct N*lf Ranip Rtplact Rtpair ExpHid Compontt aH Ittnit Compotitt tflltnn FOCUS AREA 'B' CURB RAMPS Otjstnxtions Found in on or Near the Ramp Horizontal Spacings or Pavement Divots iLip/Uplifts (A/C or Concrete) Detectable Warning (Tactile Grooves) Truncated Dome i Striping in Crosswalk or Buffer from Vehicular Traffic Lane 1 E 1 1 Field Wak Identifed Ramp Non-Confbiming PanWidth Side Flares (Not to exceed 10%) Ramp Slopes (Running up the Pan) iRamp Slope (Slope Across the Pan) jLanding Running or Cross Slope IRamp Slopes of Approach Apron (within 46" from top ;and bottom of curb ramp) Apex Ramp Used-Protection from Vehicular Traffic t^cwement Insufficient, Dual Directional Needed bcpes ofthe concrete gutter acioining curb ramp Kwithin 43" from tcp and bottom of curb ramp) Landing Depth Past the Top of the Pan (4'X 4' required) Composite Scores or Costs Composite Rating Category Gross Costs (some dcuble counting occurs) Net Costs (with Maximum for ramp replacement FaciHtvlD MaD Paa Tlar Existina Condition Notts ImSvldua) Hem Cost »1,133 $200 nso 1200 uoo $000 $2,790 $2,750 $2,750 $2,750 $2,750 $2,7S0 $2,750 S2.750 $3,000 $390 $500 SE RMP at 1-5 Tamarack NB OFF rmp •nd Tamarack RMP740 2 No truncated domes; Landing depth 22"; Side Hare A 13.8%; Ramp slope B 12.6%; 0.25 0.1 0.1 0.1 0.25 0.8 Moderate SI,150 $1,160 SW RMP at 1-5 Tamarack NB off and Tamarack Ave. RMP 741 2 No truncated domes, No curb, gutter stope 8.7%; Uplift st dutter Is 1"; Pan width la 43"; pad cro«»ln9 ramp aad may poaa aafaty laauaa. 0.25 0.25 0.1 0.25 0.25 1.1 Modarata 5 MOO $1,400 NW RMP at 1-5 Tamarack SB on rmp RHP742 2 No truncated domes; Ramp stope B 12.2%; Landing cross slope 3.S%; Uplift et D Is 1 1 0.25 0.1 0.1 1.46 Modarata ssoo $600 NE RMP at 1-5 Tamarack on rmp and Tamarack av. RMP743 2 No truncated domea; Ramp flaro c 13.S%; gutter stope 6.8%; Landing depth is 16"; 0.25 0.1 0.1 0.25 0.7 Moderate 51.150 $1,160 NE RMP at Carisbad Village Academy driveway on magnolia KTUA839 7. • cross slope 3.4%; no truncated dome dnvaway la p.o.t., ciaaa alopa aMcaada 2% 0.25 0.1 0.36 Minor $300 $300 NW RMP at carlsbad village Academy drivevray on magnolia KTUAS40 2 no truncated dome; cross slope 4.3%; upSft at ramp connection to sidewalk 0.1 0.25 0.1 0.46 Minor SSSD $660 MW RMP on El Camino Real / Haymar Drive RMP147« « 2 not compliant 1 Moderate $2,750 $2,760 NW RMP on El Cemino Real and Haymar Drive at Island RMP1480 2 not compliant 1 Moderate 12,750 $2,760 S/W RMP on Et Camino Real / Haymar Drive at Road Island RMP14ai 2 not compliant 1 Moderate 52,750 $2,760 NE RMP at Haymar Dr and El Camino Real RMP1482 2 not compliant 1 Moderate 52,750 $2,760 SE RMP at Haymar Dr and & Camino Ileal RMP1483 4 2 landing: 37~ wide; no truncated domes or detectable vramlngs. 0.1 2.1 Major 51,000 $1,000 S/W RMP on El Cambio Real / 78 RMP1498 * 2 not compliant 1 Moderate 52,750 $2,760 SE RMP at El Camino Real and 78 East RMP1469 4 2 not compllaBt 1 1 Moderate 52,750 $2,760 N/E RMP on Ptaxa Dr. and El Cambie Heal KTUASOS 4 2 no truncated domes or detectable wamings. 2 Major 5500 $600 WE Rmp at El Camino Heal and shopping center road KTUASOS 4 2 not compliant 1 Moderate $2,750 $2,760 NW RMP at El Camino Raal and Plaza KTUA610 4 2 no truncated dome; no detectable wambiss; 2 Major 5500 $600 SE Rmp at El Camino Real and Plaza Dr. KTUAS11 4 2 no truncated domes or detecMbie wamhiga. 2 Major 5500 $600 SE Rmp at El Camino Heal and shopping center road KTUAS12 4 2 not compliant 1 Moderate 52,750 $2,760 SW RMP at El Camino Real and Plaza Drive ICTUASIS 4 2 no truncated dome; no texture; 43" pan 1 1 0.1 2.1 Major 51,000 $1,000 s/e Rmp on Plaza Dr. RMPl 334 4 2 no truncated domes or detectable wrambigs. , 2 Major 5500 $600 S/E Rmp on Plaza Dr. RMP1434 4 2 no truncated domes or detectable warnings. 1 2 Major 5500 $600 WE RMP on Plaza Dr. RMP143$ 4 2 no tnmcated domes or detectable wamlnga. 2 Major 5500 $600 S/W RMP on El Camhio Real / Haymar Drive RMP1478 4 2 not compliant 1 Modarate $2,750 $2,760 SW RMP at Mrron aad Bl Canriao Heal RMPSS ,2 2 side ftare A: 12.2%; pan width: 43"; no truncated domes or detectable vrambigs 1 0.1 0.1 2.2 Major $1,000 $1,000 NE RMP at Marron and El Camino Haal RMPSS « 2 not compliant 1 1 Modarata 52,750 $2,760 NE RMP at El camino Real and Marron RMP14XI ,2 2 no truncated domes or detectable wamings; exceeds 48" to crosswalk ttr^hig 0.1 2.1 Major $1,300 $1,300 SE RMP at ei Camino Real aad Marron RMP1433 12 Side Here C: 10.4%; no truncated domes or detectable waming. 1 0.25 0.1 2.36 Major $3,750 $2,760 1^ FOCUS AREA 'B' CURB RAMPS Conttnictlon CitHoiv: Obstructions Foiihd in on or Near the Ramp 1 Honzontal Spacings or Pavement Oivots 1 f Lip/Uplifts (AC or Concrete) | Detectable lA/aming (Tactile Grooves) | Inttall SIript Otmo ft ConttriKt H«w Rlntp RtplMe Rtpair Expand Compoatt all Ittmt Compoalt* U\ Items FOCUS AREA 'B' CURB RAMPS Complance Hem Obstructions Foiihd in on or Near the Ramp 1 Honzontal Spacings or Pavement Oivots 1 f Lip/Uplifts (AC or Concrete) | Detectable lA/aming (Tactile Grooves) | Truncated Dome Striping in Crosswalk or Buffer from Vehicular Traffic Lane iPedestrian Ramp Non-existent FieldWork IdentiliedRampNon-Conlbrming PanWklth Side Flares (Not to exceed 10%) 'Ramp Slopes (Running Ihe Pari) Ramp Slope (Slope Across the Pan) :Landng Running or Cress Slcpe M jRamp Slopes of Approach Apron (within 48" (rom top g and bottom of curb ramp) P Apex Ramp Used-Protection from Vehicular Traffic § fiflovement Insufficient, Dual Directional Needed 8 Slopes of the concrete gutter acioining curb ramp S (within 48" from tcp and bottcm of curb ramp) Landing Depth Past the Tcp of the Pan (4' x 4' required) Composite Scores or Costs Composite Rating Categwy Gross Costs (seme doiisle counting occurs) Net Costs (with Maximum for ramp replacanent Location Facilitv ID Mao Paa Tl«r Existina Condition Notas lndvidua(iieniCO!l: $1,133 tzoo szso S200 S300 $800 $2,750 $2,750 $2,750 $2,750 $2,750 $2,750 $2,750 M jRamp Slopes of Approach Apron (within 48" (rom top g and bottom of curb ramp) P Apex Ramp Used-Protection from Vehicular Traffic § fiflovement Insufficient, Dual Directional Needed 8 Slopes of the concrete gutter acioining curb ramp S (within 48" from tcp and bottcm of curb ramp) $500 NE RMP at Ho«p Wy and El Camino Raal RMP4S10 13 2 truncated domes or detectable warning*. 0.1 2.1 Major SVOOO $1,000 RMP at Park Dr. and Wickham VAy (Ho>p Grove Park) KTUAS27 21 2 non-compliant 1 Moderate 52,750 $2,760 RMP at Park Dr. and Wickham Way <Hoap Grove Park) KTUA628 21 ' non-compHant Moderate 750 $2,760 RMP at Park Dr. and Wickham Why <Ho»p orova Park) KTUA629 21 2 non-compHant Moderate 32,750 $2,760 S/W RMP on Monroe St. KTUA632 2, 2 non-compliant Moderate S3.750 $2,760 SE RMPat Hoep wyand El Camino Raal RMP4S0S 24 2 not compllaat Moderate S2,750 $2,760 sw RMP at Hosp wy and El camino Real RMP70 24 2 not compliant Atoderate $2,750 $2,760 WE RMP at Chaparoaa and La* Florea Dr. KTUASOS 29 2 Ho tnincated dome; wom taxtare; 0.5" 1^ 0.1 1 1 2.1 Major S750 $760 N/W RMP at Chvparoaa and La* KTUAS33 29 2 No truncated dome; 1" Hp; no textare no tnincated dome; no textare; 0.25" Hp; 30" landing; ramp running slope 9% 0.2S 0.29 0.6 Moderate S550 51.050 $660 PfW RMP at Westwood aad Blankame Dr RM474 « 2 No truncated dome; 1" Hp; no textare no tnincated dome; no textare; 0.25" Hp; 30" landing; ramp running slope 9% 0.1 0.29 0.1 0.1 0.66 Moderat* S550 51.050 $1,060 SW RMP at El (^mlno Real and carlsbad Vlllase Dr RMP13S 37 » «ncmpll..t 1 ModeriRt* S2.750 $2,760 SE RMP at El Camino Real and carlsbad village Dr ,r 2 not compltani 1 Moderate $2,750 $2,760 NE RMP at El Camino Real snd Carlsbad village Dr RMPl 38 37 2 .Olcompn... 1 Moderate $2,750 $2,760 PfW RMP at El camino Real and Carlsbad village Dr RMPl 39 " 2 ..<c.mpll..t 1 Moderate $2,750 $2,760 N/W RMP at Donna Dr, and Basswood KTUAS37 45 2 ramp ranning slope: 11.8%; landing running slope 9.0% 0.1 0.29 0.1 0.29 0.7 Moderate $3 300 $2^760 12B1-120S Carlsbad Village Dr. (8/E RMP) KTUAS25 S3 2 non-compHant 1 Modarsta $2,750 $2,760 12S1-12e9 Carlsbsd Village Dr. (SW RMP) KTIIAS2S 5, 2 non-compnant 1 Modarata $2,750 $2,760 S/E RMP at Pico Pico and Carlsbad Village Dr. KTUASSO 53 ' non-compnant 1 Moderate 32,750 $2,760 S/W RMP at Pteo Pico and Carlsbad Village Dr. KTUA631 53 ' non-compliant th* sti««t. A taw apims •nd brolnii A/C 1 Moderate 32.750 $2,760 NW RMP at El Camino Raal and Chostnat Ave RMPS 33 68 2 removed and redone a* part of n>ad widenhig project 0 Conforming $0 $0 SE RMP at El Cemino Reel and Chestnut Ave RMP631 ., not compliant 1 Moderata 32,750 $2,760 NE RMP at El Camino Heal and Chestnut Ave RMPS32 2 .Mcmpll..t 1 Moderate 32,750 $2,760 SW RMP at Chestnut Ave and Catalhia Dr. RMP645 ' note.mpll..t 1 Modarata $2,750 $2,760 NW RMP at ChcMnut Ave and Catalhia Dr RMP64S « 2 aot compliant 1 Moderata $2,750 $2,760 Caraha Pl at Horshoa House (Handicap ramp) KTUAS35 SS 2 aon-compllant; lope* good; ao trancated dome; BO textare; no groovea at paa 1 Moderate $2,750 $2,760 WE RMP at Eaivka and Gbestnal KTUAS3S 77 2 Mon-compliant 1 Modarata 52,750 $2,760 WW RHP M Earaka and ChMtant KTUA638 77 2 1 $2,750 $2,760 FOCUS AREA 'B* CURB RAIVIPS Contructioii Cidaoorv: Obstructions Found in on or Near the Ramp 1 Horizontat Spacings or Pavement Divots f Lip/Uplifts (AK or Concrete) ,| Detectable Warning (Tactile Grooves) | Dtmo & Constniet N«f Rmp Rftplac« SIcpes ofthe concrete gutter adjoining curt5 ramp J •'(within 48" from tcp and bottom of curb ramp) 1-Landing Depth Past the Top ofthe Pan (4'X 4' S required) » Coflipolit* afl HtflH Compoaitt dl llima FOCUS AREA 'B* CURB RAIVIPS Obstructions Found in on or Near the Ramp 1 Horizontat Spacings or Pavement Divots f Lip/Uplifts (AK or Concrete) ,| Detectable Warning (Tactile Grooves) | Truncated Dome Striping m Crosswalk or Buffer from Vehicular Traffic Lane 1 i Field Work Identified Ramp Non.Confbrming PanWidth jSide Flaies (Not to exceed 10%) jplamp Slopes (Running ip the Pan) Ramp Slope (Slope Across the Pan) Landing Running or Cross Slope 8- 1 1 1, f |l 11 II ;Apex Ramp Used-Protection from Vehicular Traffic 'Movement Insufficient, Dual Directional Needed SIcpes ofthe concrete gutter adjoining curt5 ramp J •'(within 48" from tcp and bottom of curb ramp) 1-Landing Depth Past the Top ofthe Pan (4'X 4' S required) » jcomposite Scores or Costs Composite Rating Category Gross Costs (some double counting occurs) Net Costs (with Maximum for ramp replacement Loeatfon Facilttv IP Mao PaaTiT Existino Condition Notes indmcbal (bmCosI: $1,133 S200 $2iC S200 1300 $goo >2,75Q «2,7M $2,750 $2,750 $2,750 $2,750 $2,750 $2,750 $3,000 $350 $500 NE RMP at Carisbad VIHaga Academy driveway on magnolia KTUA.3e 79 2 crou alope 3.4%; no truncated dome driveway In p.o.t.i cross slope exceeds 2% 0.25 0.1 0.36 Minor $300 $300 NW mwp at carisbad VHlagc Academy driveway on magnolia KTUA«0 7. 2 no truncated dome; cross slope 4.3%; uplift at ramp connection to sidewalk 0.2S 0.25 0.1 o.e Modant* S550 $660 NW RMP at Milano Dr and Triste Dr. RMP4106 95 2 ramp leads to street wnh no connection 0 Conforming so $0 SW RMP at Mnano Dr and Trista Dr. RMP4107 ftS 2 ramp goes to nowhere; street once west through but no longer 0 Conformino so $0 HW RMP at El CamlM Raal and TamanKk RMP640 95 2 not comptlSttt 1 Moderate 12,750 $2,760 NE RMP at El Oaarino Haal aad Tamarack RMPS41 9$ 2 not compliant 1 Med«ret9 S2,750 $2,760 NE RMP at Tamarack and La Portalada Dr 96 3.8% runnfaig slope; O.S" Ilp; no truncated domes or detectable waming system 0.1 0.25 0.1 2.46 Major MOOO $2,760 SE RMP at Tamarack and La PorUlada Or RMP4102 9S 2 not compllsnt 1 Moderate J2750 $2,760 SW RMP at El Camino Real and RMP642 105 2 not compliant 1 Moderate 52,750 $2,760 SW RMP at El Cambio Real and Tamarack RMP643 109 2 not compliant 1 Modftrat« S2,750 $2,760 SE RMP on Tamarack between Palisade Dr and El Camino Real RMP8«5 109 2 not compliant 1 Moderate $2,750 $2,760 SW RMP on Tamarack iMtween Palisade Drand El Camino Real RMPB46 105 2 not compliant 1 Medcnrts $2,750 $2,750 $2,760 $2,760 SE RMP at El Camino Raal and Kelly Dr RMPSS2 10« 2 not compliant 1 Moderate $2,750 $2,750 $2,760 $2,760 SWRMP at El Camino iteal and Kel^ Dr fulpses 1.. 2 not compliant 1 Moderate $2,750 $2,760 SE RMP at El Camino Raal and Uaa St (Private Drtvc) RMPS58 109 2 not compliant 1 Moderata $2,750 $2,750 $2j760^ $2,760 SW RMP at El Camino Real and Lisa St (Private Drive) lOHPBSS 108 2 not compliant 1 Moderate $2,750 $2,750 $2j760^ $2,760 SW RMP at El Camino Reel and Crestview Dr RMP980 118 2 not compliant 1 Moderate $2,750 $2,760 SE RMP at El Camino Real and RMP961 118 2 truncated domes or detectable warning 1 0.1 0.1 2.2 Major $1,000 $1,000 8W RMP at cannon Rd and El Camino Real »»» 119 2 not compHant 1 Moderate 52,750 $2,760 NW RMP at Cannon Rd and El Camino Rnl R.P.7. 119 2 truncated domes or detectable wraming 1 0.1 0.1 2.2 $1,000 $1,000 SE RMP at Cannon Rd and El Camino mwpftss 120 2 landing; 37" wMe; side flare A: 13.7%; surface slope: 9.6% 0.1 0.1 0.1 0.3 Minor tsoo $600 NE RMP at Cannon Rd and El Camhio Real RMPS71 120 2 landing 34" wMe; sHe Rata C: 13.2% slope 0.1 0.1 0.2 Minor $500 $600 sw RMP at JacMiiar Dr and El Camino RMI RMP1000 «. 2 not comiritattt 1 Moderate $2,750 $2,760 NW RMP at Rancho Carisbad Dr. and El Camino Real RMPl 001 130 2 a-c-pl-., 1 Modersts $2,750 $2,760 SE RMP at Forecastle Ct. and 130 2 not compllaat Moderate 52,750 $2,760 NE RHP at Forecastle Ot. end RMP101S 13, 2 not compliant Medania $2,750 $2,760 sw RMP at Forecastle Ct. aad RHP1017 130 2 mrt compllaat 1 Modarata $2,750 $2,760 FOCUS AREA 'B' CURB RAMPS CoMtruclionCllMorv: Rwnovil Honzontal Spacings or Pavement Divots f s Lip/Up(iffs(A« or Concrete) | Delectable Warnir^ (Tactile Grooves) : |. Truncated Dcme § Stript 0«flie & Con tfruct Niw Ramp Replace Repair Expaod Comporite all Items Composite all Iteme FOCUS AREA 'B' CURB RAMPS Obstnjctions Found in on or Near the Ramp Honzontal Spacings or Pavement Divots f s Lip/Up(iffs(A« or Concrete) | Delectable Warnir^ (Tactile Grooves) : |. Truncated Dcme § Striping in Crosswalk or Buffer from Vehicular Traffic ilane Pedestrian Ramp Ncn-existent Ipield Work Identified Ramp Non-Confbrming PanWidth Side Flares (Not to exceed 10%) Ramp Slopes (Running up the Pan) Ramp Slope (Slope Actoss the Pan) Landing Running or Ctpss Stope Ramp Slopes of Approach Apron (within 48' from top land bottcm of curb ramp) Ape< Ramp Used-Protection from Vehfcular Traffic Movement Insufricient, Dual Directional Needed Slopes ofthe concrete gutter ac|oining curb ramp (within 48" from tcp and bottom of curb ramp) Landing Depth Past the Top ofthe Pan (4' x 4' required) jComposle Scores or Costs Composite Rating Category Gross Costs (some ctouble counting occurs) Net Costs (with Maximum for ramp replacement Location FaciHtvlD MaoPaa •n«r Existina Condition Notas itxSvidual item Cost: S1.,33 $zoo S2S0 szoo $300 SSOO 12,750 t2,750 *2,750 S2,750 «2,750 »2,750 $2,750 S2,7S0 13,000 $350 $500 SE RMP mt JmctnpmT Dr and El Camino Itoal RMPftSS 130 2 landing 35" wide; sWe flai* A: 12.5% slope 0.1 0.1 0.2 Minor $500 $600 WE RMP at College and Salk KTUASOe i« 2 Ho truncated dome; O.S' Dp 0., 0.29 0.36 IVIinor $550 $660 S/E RMP at Collage and Salk KTUAS07 ,4, No trancated dome; textura 2 UN" $500 $600 sm RMP at CoHage and Salk KTUAS34 141 new, truncated dome, ramp cross slope: 9.5%; landing running slope 0.4% 0.2S 0.29 0.25 0.76 ModaiMe $5,800 $2,760 Nm RMP at Collega and Salk KTUA641 2 Trancated doHM, texture, new 0 Conforming $0 $0 MW RMP at Cougar Or and Ei Caaiino Real RMP4703 144 3 compliant 0 Conforming $0 $0 SW RMP at Cougar Dr and El Ca mlno Real ,« 2 compliant 0 Conforming SO $0 SE RMP at Cougar Dr and El Camhio Real RMP1211 144 2 not compllaat 1 Moderate $2,750 $2,760 NE RMP at Cougar Drand El Camino Real RMP1213 ,« 2 pan wMtb: 40"; no trancated domes or deteclable waming system 0.1 0.25 0.1 2.46 Major $3,750 $2,760 NE RMP on El Camino RMI at shopping center exit RMP1213 145 2 not compliant 1 Moderate $2,750 $2,760 SE RMP at Faraday and El camino Rral RMPl 201 ,50 2 compllaat 0 Confomiing SO $0 NW RMP at Faraday and El Camino Real RMP1202 190 2 compllaat 0 Confonning SO $0 NE RMP at Faraday and El camlao Real RMP1203 150 2 compliant 0 Conforming SO $0 SW RMP at Faraday and El Camino Raal RMP1204 ,50 2 compliant 0 Conforming SO $0 SE RMP on El Camino Raal at •hopping center exH RMP1214 ,50 2 trancated domes or detectable warning 1 1 0.1 0.1 2.2 Motor $500 $600 $1,000 NE IWP on El Camtno Real at ahopping center entry RMP1219 190 2 aurfac:* slope: •%; side nare C: 14.7% atope; no truncated domes or detectable warning 1 0.1 0.1 0.1 0.1 2A Major $1,000 $600 $1,000 SE RMP on El Camino Real at shopping center entry RMP1219 150 2 landing: 33" wide; side flare A: 12.0% slope, no trancated domes or detectable wrambigs , 0.1 0.1 2.2 Major $1,000 $1,000 SE RMP on Faraday Just north of Collega at shopping center entry RMPl 17* 152 2 ramp ranning Slope 11.2%; *Me flara A: 13%; landing croas slope 3.9% 0.25 0.26 Minor $500 $500 $600 $600 SW RMP on Faraday |ust nortb of College at shopping center entry RMPl 179 152 2 surface alope: 0.7%; side flare A: 17.3%; no trancated domes or detectable waraing 1 1 0.1 0.1 0.1 2.3 Major $500 $500 $600 $600 NW RMP at Faraday and College RMP1011 153 2 not compliant 1 Moderate 52750 $2,760 NW RMP at Faraday and college RMP1012 153 2 not compliant 1 Moderate $2,750 $2,760 SE RMP at Faraday and Collaga RMP1013 153 2 nolcompnaat 1 Moderata $2,750 $2,7S0 SWRMP at Faraday and College RMP1014 ,5, 2 aot compliant 1 Moderate 52,750 $2,760 NW RHP at Rutherfoid and Faraday RMPl 180 ,5, 2 not compliant 1 Moderate $2,750 $2,760 NB RMP at iMhartord aad Fanday RMP11S1 153 2 not compliant 1 Moderate $2,750 $2,760 SWRMP at RuUierfOrd and FaraMy RMPl 103 153 2 not conpHent 1 Moderate 52,750 $2,760 MW RMP on Faraday at Marriot Entrance RMP12M 153 2 no trancatod don* 0.21 0.26 Mmor $300 $300 FOCUS AREA 'B' CURB RAMPS Conitracton CatMorv: Removal Patching Grinding Scorfag litfbii Strip* 0«mo & Construct Nw Rmp RtplMt Rtpair Compoifte an ItMM Composite dl Itemt FOCUS AREA 'B' CURB RAMPS Obstructions Found m on or Near the Ramp Horizontal Spacings or Pavement Divots UpAJplifts [NC or Concrete) Detectable Warning (Tactile Grooves) Truncated Dome Istriping in Crosswalk or Buffer from Vehicdar Traffic Lane 1 1 1 iFleld VVork Identified IRamp Non-Conlbtming iPan Width Side Flares (Not to exceed m) Ramp Slopes (Runntng up the Pan) Ramp Slope (Slope Across the Pan) Landing Running or Cross Slope Ramp Slopes of Approach Apron (within 48" trcm top and txjttom of curb ramp) ^Apex Ramp Used-Protection from Vehicular Traffic jfi<wement Insufficient. Dual Directional Needed SIcpes of the concrete gutter adjoining curb ramp (within 46' from top and bottom of curb ramp) landing Deplh Past the Top ofthe Pan (4' x 4' required) Composite Scores dr Costs Composite Rating Category Gross Costs (some double counting occurs) Net Costs (with Maximum for ramp replacement Location FMilitv ID Mao Pad Tl«r Existina Condition Not«s Indvtcknl Item Cost-$1,133 $zoo S250 $200 S300 $800 $2,750 $2,750 J2.750 S2,750 «2,750 S2,750 $2,750 $2,750 $3,000 $350 SSOO NE RMP on Fanday at Marrktt Entrance RMP1235 153 2 no truncated dome; landing cross slope 0.25 0.26 Minor $300 $300 SW RMP on Faraday at drtveway Just RMP119S 154 2 not compliant 1 Mcdiratt S2,750 $2,760 SW RMP on Faraday at driveway Juat aouth of Rutherford Rd RMP11S6 154 155 2 not compllaat 1 Moderate $2,750 $2,760 NE RMP at Prieauy Dr and Faraday RMP11M 154 155 2 not complianl 1 Moderate $2,750 $2,760 SE miP at Prieatly Dr and Farvday RMPl 187 15S 2 not compilaRt 1 Modernte $2,750 $2,760 SW RMP at Priestly Dr and Faraday RMPl ISS 155 2 not compliant 1 Modarate $2,750 $2,750 $2,760_ $2,760 MW RMP at Priestly Drand Faraday 155 2 not compliant 1 Moderate $2,750 $2,750 $2,760_ $2,760 between El Camino Real and Priestly Dr RMP1205 156 2 gap at trancsted dome; truncated dome does not ran length of pan 0.1 0.1 Mtnor $200 $200 between El Camino Real and Priestly Or RMPIZOf 156 2 gap at trancated dome; trancated dome does not ran length of pan 0.1 0.1 Minor $200 $200 between El Camino ftesi and Priestly Dr RMPl 207 156 2 not compliant 1 1 •"iUV'iV.fV^'''^ I'Jf MMwat* $2 760 $2,760 between El Camino Real and Priestly Dr RMP120S 156 2 not compliant 1 1 Moderste $2,750 $2,760 between Bl Camino Real and Pifestly Dr RMP120« 156 2 •lot compliant 1 Moderate $2,750 $2,750 $2,760 between El Camino Real and Priestly Dr RMP1210 15. 2 not compllaat 1 ivtoderate $2,750 $2,750 $2,760 NE RMP on El Camino Real at driveviay south of Faraday RMPl 223 157 2 no trancated domes 0.25 0.26 Minor S300 $300 SE RMP on El Camlno Real at driveway south of FsrMlay RMP1224 157 2 no trancated domes 0.25 0.26 Mmor $300 $300 NE RMP at Orion St and El Camino Raal RMP1222 180 2 side flare A: 11.3% slope; not tnincated 0.25 0.1 0.1 0.46 Minor $800 $800 SW RMP Pskimcr Airport Road at Shelter <e}dt) RMPl 389 183 2 no trancated dome 0.25 0.26 Minor $300 $300 SE RMP Palomar Airport Road at Shelter (exit) RMPl 300 183 2 no truncated dome; landing ranning slope 2.9% 0,25 0.1 0.36 Minor $300 $300 N/W RMP at El Camino Haal and Palomar Airport Road RMP1218 184 2 iioti-comp Kant 1 Moderate $2750 $2,760 Srw RMP at El Camino Real and Palomar Airport Road 184 2 no trancated dome; grooved pan; 0.5~ Hp; 38- landing 0.1 0.25 0.1 0.46 Minor $1,050 $1,060 Palomar Alrpoit Road RMP1217 185 2 no trancated dome; 0.25" Ilp; 46" pan 0.1 0.25 0.1 0.46 Minor $550 $660 S/E RMP at El Camhio Reel and Palomar Airport Road RMP1220 185 2 0.1 0.25 0.1 0.1 0.66 Moderate $1,050 $1,060 S/E RMP at Aviara and Paloanr Airport Road RMPIMt 188 2 InsUe of curb; side flare a: 13.7%; landing ranning slope 5.3%; 36" landing 0.1 0.25 0.1 0.1 0.1 0.66 Moderate $1,050 $1,060 S/W lUiP at Avian and PaloHMr Airport Road RMP16S0 188 2 no truncated dome; wora texture; separation of ramp and curti; 37* laadlBg 0.1 0.25 0.1 0.46 Minor si ooo $1,000 WE RMP at Aviara and Palomar Airport Road RMP1264 168 2 no trancated dome; large chunks missing from ramp; o.5~ Hp; sMe flare a: ll.»% 0.25 0.1 0.25 0.1 0.7 Moderate $750 $760 WW RMP at Aviara/ College and Palomar Airport Road (2 rampa) RMPl 285 188 2 non-compHant 1 Moderate $2,750 $2,760 S/E RMP at Yarrow Drive and Palomar Airport Road RMPl 378 172 2 flare a: 18.2%; tending ranalag slope 6%, cross slope 3.3% 0.25 0.25 0J9 0.25 0.1 1.1 Moderate $6,550 $2,760 CoBttfuction C«t»gorv: Rwnowl 0wno & Cowftnict NvmRvrtp FOCUS AREA 'B' CURB RAMPS sm RMP at Yan-ow Drive end Palomar Airport Road V RMP Palomar Airport (load at helter (entrance) SE RMPat El camlir Oateway Rd E RMP at ElCamIn gateway Rd S/W RMP on Paaeo Del Norte (Holiday Inn Ortvmvimy) V RMP on Paseo Del Norte(HolHay Inn Driveway) WE RMP at Paseo Del Norte a Palomer Alrpoft^u. S/E RMP at Paseo Del Norte a Patomar Airport RJ. (Chevron Driveway) V RMP on Pslom SW RMP st Armada and Palomar Airport Rd. S/E RMP a Facility ID MapP»a Tl«r RMP1345 RMP1348 ExistiiiQ Conditton won-compllant :at^doffle, teMtuie, flush • compliant Mo truncated dome; grooved paa; 0.5" Hp No trwncated dome; grooved pan; 0.5" Ilp aow-compliant No truncated dome -uncated dome Mo truncated dome; apllft; grooved pan •uncated dome, grooved pan, 0.5" Ilp Mo trunceted dome; grooved paa; 0.5" Hp > truncated dome; grooved paa; cracked incated dome; 34.5" landlaa $2,750 S2,7S0 iaive ciaelie In path c aeparetloR betweea 0.26 Conforming $2,760 $2,760 $2,750 52,750 $80^ $300 $2,760 $2,760 $2,760 $2,760 FOCUS AREA-B- CURB RAMPS CoBitnjclion Cateaorv: lOlKtnjctions Found in on or Near the Ramp ^ P^lnd Grinding Scoring IniW Stript D«fflo & Coflstruct N«w Ramp Ripl«ct Repair Expand Compost* ID lt«flw Compoftttdtltem FOCUS AREA-B- CURB RAMPS lOlKtnjctions Found in on or Near the Ramp ^ Horizontal Spacings or Pavement Oivots :Lip/Upiifis(/VC or Concrete) Detectabte Warning (Tactile Grooves) Truncated Dome Striping in Crosswalk or Buffer from Vehicular Traffic Lane 1 1 1 Field Work Identified Ramp Non-Confbrming s jSide Flares (Not to exceed 1(]%) Ramp Slopes (Running up the Pan) Ramp Slope (Slope Actoss the Pan) ILanding Running or Cross Slope Ramp Slopes of Approacih ^ron (within ^" from top and bottom of curb ramp) Ap©( Ramp Used-Protection from V^icular Traffic Movement Insufficient Dual Directional Needed Slopes of the concrete gutter acioining curb ramp (Within 48" from tcp and t»ttom of curb ramp) Landing Depth Past the Top ofthe Pan (4' x 4 required) Composite Scores or Costs Composite Rating Category Gross Costs {some doubte counting occurs) Net Costs (with Maximum for ramp replacement Location Facilitv ID Mao Paa Tlar Existino Condition Notas M^duK Item cost S1,133 S200 szso $200 S30CI ssoo J2,7M $2,750 $2,750 $2,750 $2,750 $2,750 $2,750 $2,7S0 $3,000 $390 $500 N/W RMP at The Crossings and Palomar Airport Road RMP1365 ,« 2 no truncated dome; 0.25" lip; aide flare a: 12%; 37" landing 0.1 0.25 0.1 0.1 0.66 Mddffrato $1 050 $1,060 WE RMP at The Crossings and Palomar Airport Ptoad RMPl 366 i« 2 no tnincated dome; uplHt at curb with slope edge; aide flare a: 11.9%; 36' landing chunk of concrete missing at utHRy box 0.1 0.25 0.1 0.1 0.66 Modiratt $1,050 $1,060 NW RMP at El Camino Heal and Town Garden Rd. RHP4K7 104 2 ah^; landing: 35" wide; no truneated 0.25 0.1 0.36 Mmor ssoo $mo_ SW RMP at El Camino Real and Town Garden Rd. RMP41SS 194 2 aarface slops: 8.7%; landing: 36' wide; no tnincated domes 0.25 0.1 0.36 Minor ssoo $800 RMP 4165 RMP4165 195 2 landing: 35' wWe; no truncated domes signal pole located within sue fMra A 0.25 0.1 0.36 Minor ssoo $800 RMP 4166 RMP41S6 2 landing: 35' wide; no truncated domes 0.25 0.1 0.36 Minor $800 $800 NE RMP at Ei Camino Raal and Trictty Wellness Dy RMP4SS0 195 2 compllsnt 0 Conforming $0 $0 SE RMP at El Camino Real and Trlclty Wellness Dy RMP4S81 195 2 compliant 0 Conformino $0 $0 WW RHP at Palomar Oaks WSy and Palomar Airport Road RMP1414 1.7 2 no truncated dome; 0.25' Ilp; 35' Isnding; landing cross slope 3.9% 0.1 0.25 0.1 0.1 0.66 Modtrste $1,050 $1,060 S/E RMP at Palomer Oam way and Palomar Airport Rood RMP1416 197 2 47" landing; landing crosa slope 3.2%i running slope 4.3% 0.24 0.25 0.1 0.1 0.7 Mod«rot« $1,050 $1,060 8/w rmp at Palomar Oaln Why and Palomar Airport Road R-P«,r 1,7 2 ...•cmpIMM 1 Moderot* 52,750 $2,760 S/W RMP at Camino VMa Rome and Palomar Airport Road RHP13S1 200 2 non-compHant 1 Modomto $'750 $2,760 S/E RMP at Camino Vida Robie and Palomar Airport Road RMPl 362 200 2 non-compliant 1 IModoratt $2,750 $2,760 WE RMP at Camino VMa Robie and Palomar Airport Road RMPl 383 200 2 p..-co.pll..t 1 Modttrott $2 750 $2,760 NW RMP at Camino Vida RoMe and Palomar Airport itoad RMP1384 200 2 no truncated dome; cracK down middle of ramp; 1' Ilp; 2.8% croas slope oa ramp 0.25 0.25 0.1 0.6 Mod>ntt> $2,750 $660_ $2,760 RMP 1715 RHP1715 »4 2 not compliant cmmMIng around manhole 1 Modorato $2,750 $660_ $2,760 RMP 1716 R«P17,. 204 2 not compliant 1 Modorate S2 750 $2,760 WE RMP at El Camino Real end Camino Vida RoUe KTUA5S9 204 2 compliant 0 Conforming 50 $0 S/E RMP at El Camino Real and Camino Vida ftoMe KTUASOO 204 2 compliant 0 Conforming 50 $0 SW RMP St El Camhio Real and Cassis Rd 212 2 not compllnnt 1 Moderate 52.750 $2,760 NW RMP at El Camino Naal aad Cassia M RMPISSS 212 2 not comirilant 1 Moderate $2,750 $2,760 NE RMP at El Camino Raal and Poinsettia Ln RMP2044 212 2 surface slope: 9.5%; side Rare A: 12% slope; landing: 38.5' wWe; no truncated domes median hitersects crosswalk 0.25 0.1 0.1 0.1 0.66 Moderate 5800 $800 SE fUHP st El Camino Heal snd Polnsettis Ln RMP2045 2,2 2 landing: 35'wide; no truncated domea 0.2S 0.1 0.36 Minor ssoo $800 NE RHP et El camino Rsal and Cassis Rd R-«7« 212 2 aide flare C: 15.9% slope; no truncated 0.25 0.25 0.25 0.1 0.86 Moderate $6,300 $2,760 SE RMP st El camino Raal and Cassia Rd RMP4755 212 2 landing: 35' wide; side flara C: 11.6% slope; no truncated domes 0.25 0.1 0.36 Minor 5800 $800 $660 NW RMP at CrystalHne and Pointsettia RMP19S0 217 2 No truncated dome; texture; 0.5' Rp; landli^ running slope: 4.8%; 3V pen 0.1 0.25 0.1 0.1 0.66 SMweii _ $550 $800 $660 SE Rmp at Aviaia Prfcy And Poinsettia La RHP1S03 21 a ramp runntng slope 9A%, cioss slope 2.7%; landing ranning stops 3%, cross slope 3.2% utni^ boK In path of travel 0.1 0.1 0.2 Minor SO $0 FOCUS AREA 'B' CURB RAMPS CoortnictionCrtKiorv: Obstructions Found in on or Near the Ramp i ^ Horizontal Spacings or Pavement Divots f Lip/Uplifts (AA: or Concrete) ;| Detectable Warning (Tactile Grooves) |. Truncated DoiTie ^ 8tlip« Dfmo & Conitruct Nw Ramp R«plK« Slopes of the concrete gutter acioining curb ramp (within 48" from top and bottom of curb ramp) \ Landing Depth Past the Top ofthe Pan (4'X 4' S required) \ Compoiit* all ll«fl» Compoelte dl Heme FOCUS AREA 'B' CURB RAMPS Obstructions Found in on or Near the Ramp i ^ Horizontal Spacings or Pavement Divots f Lip/Uplifts (AA: or Concrete) ;| Detectable Warning (Tactile Grooves) |. Truncated DoiTie ^ Stnping in Crosswall< or Buffer from Vehicular Tratfic Lane Pedestrian Ramp Non-existent Field Work identified Ramp Non-Confbiming PanWidth Side Flares (Not to exceed 10%) Ramp Slopes (Rurming up the Pan) Ramp Slope (Slope Across the Pan) Landng fanning or Crt^s Sl0|» Ramp Slopes of Approach Apron (wtthin from top} and bottom of curb ramp) [ Apex Ramp Used-Ptuteclion from Vehicular Traffic tvtovemeni Insuficient, Dual Directional t^eeded Slopes of the concrete gutter acioining curb ramp (within 48" from top and bottom of curb ramp) \ Landing Depth Past the Top ofthe Pan (4'X 4' S required) \ Composite Scores or Costs Composite Rating Category Gross Costs (some double counting occurs) t ,6 § E iS % V, Location Facilitv ID Mao Paa Ti«r Existina Condition Notas irxSMdtnl Item CosI $1,133 $200 $250 S200 uoo >800 J2,750 S2.750 12,750 »J,750 J2.7M $2,750 S2,750 12.750 S3,000 vssn (500 NE RMP at Aviara Pky and Poinsettia RMP1««5 218 2 no truncated dome; O.S' tip; 38" landing 0.1 0.25 0 1 0.46 Minor 51,050 $1,060 SW RMP at Aviara Pky and Polnaettia RMpirae 218 ' no truncated dome; 0.5" flp; utility box In p.o.t; 38- landing 0.1 0,25 0.1 0.46 Minor SI ,050 $1,060 NW RMP at Aviara Pky and PolnsattM Ln RMP1ft97 ». 2 side flare a:13.S%, side flare c:1S.7; 38" landing 0.25 0.1 0.36 Minor $3,250 $2760^ MW RMP at El Camino Raal and Poinsettia Ln RMP2043 221 2 Mt compliant; no rsmp 1 Moderate J'750 $2,760 sw RMP at ei Camino RMI and Poinsettia Ln RHP204a 221 2 not comirilant; m» rsmp 1 Moderate 52,750 $2,760 WW RHP at Paaeo Del Norte and Harbor Point Rd. RMP2187 «a 2 non-compHant 1 Moderate $2,750 52,750 $2,760 $2,760 srw RMP at Paseo Del Norte and Harbor Point Rd. RHP21M 223 2 non-compliant 1 1 Moderate $2,750 52,750 $2,760 $2,760 S/W RMP at Snapdragon Dr. and Pointsettia RHP2ie« 228 2 8~ grooves; |olnt In mMdiej Hp; no truncated dome A/C needs repair 0.1 0.1 0.25 0.46 MirK.r $750 $760 S/E RHP at Snapdragon Dr. and Pointsettia RHK1S7 228 2 aon-compllant 2" gap wKhiB path of travel 1 Moderate $2,750 $2,760 WE RMP at Snapdragon Dr. and Polntseuia RMP21M 228 2 No tmncated dome; flush; teirture 0.25 0.26 Minor ssoo $300 8/E RMP at Crystalline Dr. ami Pointsettia RMPim 227 2 slope: 8.1%; landing running slope: 8.8%; landing cross slope: 3.8% 0.1 0.25 0.25 0.25 0.86 Modente 56,050 $2,760 WE RMP at Crystallhie and Pointsettia RMP1««9 227 2 No tnincated dome; no texture; flush; Joint In middle or curb; nmp running slope: 10.8% east of ramp in path of travel 0.25 0.1 0.36 Mmor $300 $300 WE RMP at El Camino Real and Swallow Lane KTIIA617 228 non-compllant repair, cracked and brokon A/C, drainage 1 $1750 $2,760 SIE RHP at El Camino Real and Swallow Lane KTUAE19 228 2 Bon-compHant 1 Moderete $2,750 $2,760 NW RMP at Paseo Del Nofte and Pointaettia RMP21«« 2)1 grooved pan; 0.5" Ilp; ao texture; no tnincated dome 0.1 0.25 0,36 Minor $550 $660 WE RHP st Paseo Del Norte and Pointsettia RMP2190 «i 2 No truncated dome; worn textare; 1" upllR 0.2S 0.25 0.6 ,,'KM«rale . . $550 $660 Just north of signal RMP2'IM 231 » sepaiatlon of concrete at manhole and small chunk of concrete out of sMewelk 0.1 0.1 Minor $300 $200 S/W RMP at Paseo Del Norte and Pointsettia RMP21»2 2a, 2 grooved pan; 0.5' Np; ao texture; no landing 0.1 0.25 0.36 Minor $550 $660 $2,760 S/E RHP at Paseo Del Norte end Pointsettia RMP2191 232 2 •oR-coaqilaet 1 ModeteAe 52,750 $660 $2,760 S/E RHP at Batiquitos and Polntsettto RHP2127 233 2 8" groove; Ilp 0.1 0.1 0.2 Minor $450 $460 S/W RMP at Batiquitos and Pointsettia RHP212S 233 2 No truncated dome; 6" grooves; Ilp 0.1 0.1 0.25 0.46 Minor $750 $760 WW RMP at BatlquHDS and PolasettlB RMP212t 233 2 «" groove; no tmncated dome; Ilp; no Large chunks missing in Arc 0.1 0.1 0.25 0.46 Minor $750 $760 WE RHP at Batiquitos and Pointsettia RMP2130 «a No trancated dome; 8" grooves; Ilp; no A/C needs rcpab' 0.1 0.1 0.25 0.46 Minor $750 $760 S/W RMP at El Camtoo nealand RMP207S 236 35.5- bndhig; 0.5** uplift Just south of signal close to curb 0.1 0.25 0,1 0.46 Minor $1,050 $1,060 M/WRMP at El Camino Raal and Dove RMP207S 23* 2 9% rsmp running slope; 11.7% landing ranning slope; 35" landing 0.1 0.25 0.1 0.25 0.1 0.8 Moderete $1,050 $2,760 WE RMP at El Camino Real and Dove RMP2077 23< 2 non-compHant 1 Moderate $2,750 $2,760 S/E RHP at El Camino Real and Dove Lane RHP207« 2« slope; 7.8% landing ranning slope; 35" landing 0.25 0.1 0.25 0.1 0.7 Moderete $3,550 $2,760 )0 FOCUS AREA 'B' CURB RAMPS Conctniction CatMorv: Obstructions Found in on or Near the Ramp 11^ Horizontal Spacings or Pavement Divots : a LipAJplifIs i AC or Concreie) ; | 'Detectable Warning (Tactile Grooves) 11 Instill Strips Dtmo a Conrtruct Mew Ramp Rtplac* SIcpes of the concrete gutter adjoining curb ramp S [within 4S" from top and bottom of curb ramp) , fi-i Expand CofflpoiltoaRlttmi Compositt ill )tim« FOCUS AREA 'B' CURB RAMPS ConirfancQ Hem Obstructions Found in on or Near the Ramp 11^ Horizontal Spacings or Pavement Divots : a LipAJplifIs i AC or Concreie) ; | 'Detectable Warning (Tactile Grooves) 11 jg 'stripng tn Crosswalk or Buffer ftom Vehicular Traffic S Lane 1 i »2,750 g 1 1 1 b s :® (2,750 PanWidlh Side Flares {Not to eaceed 10%) Ramp Slopes (Running up the Pan) Ramp Slope (Slope Across the Pan) t.anding Running or Cross Slope [ Ramp Slopes of Approach Apron (within 48" from top and bottom of curb ramp) Apex Ramp Used-Protection from Vehicular Traffic fi/lovement Insufficient, Dual Directional f-ieeded SIcpes of the concrete gutter adjoining curb ramp S [within 4S" from top and bottom of curb ramp) , fi-i 1 Landing Depth Past the Top ofthe Pan (4' x 4' required) Composite Scores or Costs Composite Rating Category 3ross Costs (some double counting occurs) ^et Costs (with Maximum fa ramp replacement LfifiltifiO Fatsllity IP Map Paa n«r Existing Conditton Notes {nffviduatf fern Cost $1,133 S250 $200 jg 'stripng tn Crosswalk or Buffer ftom Vehicular Traffic S Lane 1 i »2,750 g 1 1 1 b s :® (2,750 $2,750 12.750 52,750 52,750 52,750 52,750 53,000 5350 5500 WE RMP »t El Camino Real and e9»4 EL Camino Real KTU«1. non-compllem 1 Moderat* $2,760 S/E RMP at El Camino Real and •804 CL Camino Aval KTUA.1, «. 2 non-compHant ramp ai It Is located In the middle ofthe ramp 0,1 1.1 Moderalo S3.883 $3,883 WW RHP at Post omca Driveway and Aviara Parkway RMP2334 23« ranning slope 9.4%; sMe flare a: 14.4<K^ landing cross slope S.3^ 25" landing 0.29 0.1 0.1 0.25 0 25 0.96 0.66 Modcrtrte seoo $2,760_ $800 WE RMP at Post omca Drivavwy aad Aviara ftrkway RMP23a9 23S 2 a: i3A%i landing cross slope 3.3%, ranning slope 3.9%; 33- landing 0.25 0.1 0.1 0 1 0.96 0.66 Moderate seoo $2,760_ $800 M/WRMP at Manzanita Straotaad Aviara Parkway RMP2336 remp running slope 10.7%; aUe flare c: 11.3%; 34" landing; landing cross slope wtepHfU lust west of ramp 0.25 0.1 0.25 0.1 0.1 0.1 0 1 1 Modorat* $2,183 WE RMP at ManzsnKa Straat and Aviara Parkway 23S 2 grooved pan; 0.25" Ilp; 9.7% ramp running slope; 3.7% landing cross slope 0.1 0.25 0.1 0.1 0.66 Msdorulo 3800 $660 $800 S/E RMP at Mannnlta Stieot and Aviara Parkway RMP233S 23S a; 13.5%; landing ninnIng slope 4.9%, cross slope 3.5%; 39" landing 0.25 0.1 0.1 0 1 0.66 MtxIiraM 3800 $660 $800 S/W RMP at ManzanHa Street and Aviara Parkway RMP233S 230 ranning slope; side flare c: 11.a<K^ Isnding ranning slope 6.3%, cross slope 3.9%; 30" 0.25 0.i 0.1 0.25 01 0.8 •Moclerote $3,550 $2,760 S/W mp at CI camino Raal and Aviara Parkway RMP3742 239 2 no truncated dome; side nare c: 15.5%; landing running skipe 7%; 45.9" landing 0.25 0.29 0 25 0.1 0.86 Moderat. S6,300 $2,760 MW RMP at El Camino Raal and Aviara Parkway RMP3743 239 non-compHant 1 ModerBt« 12.750 $2,760 WE RMP at El Camino Real and Alga Road RMP374e 240 2 34" landing; leading running slope 13.3%, crora slope 4.2% 0.1 0.25 0.25 0 1 0.7 Modorot. $3,800 $2,760 S/E RMP at El Camino Real and Alga Road RMP3747 240 non-compHant pork chop 1 1 Moderoto ,2 7,0 $2j760^ $2,760 S/E RMP at El Camino Real and Alga Road RMP374a non-compliant pork chop 1 1 Modorat* 32,750 $2j760^ $2,760 S/E RMP at El Camino Real and Alga Road R»P,74, «. non-compllant porfc chop 1 Moderate ,27,0 $2,760 WE RMP at Eatrella del Mar and Alga Road RHP3744 241 2 no truncated dome; 0.25" Ilp; landing mnning slope 5%; 37" landing 0.1 0.25 0.1 0 1 0.66 Moderate $1,050 $1,060 WW RMP at Estrelia del Mar and Alga Road RHP374« 241 2 crosswalk; side flare a: 19.2%; taadlng cross slope 3.7%, running slope 10.0% 0.25 0.1 0.2S 0.25 0.86 Moderete $8,600 $2,760 S/E RMP at El Camino Real and Arenal Road RHP3227 244 noa-comptlant 1 Modente $2,750 $2,760 WE RHP at El camino Real and Arenal Road RMP322a 244 non-compHant 1 1 Moderate 52,750 $550 $2,760 $660 WW RHP at El camino Haal and Arenal Road RMP322t 244 2 no truncated dome; 0.5" lip; iaadieg raaakig erossmlk Is trip hazard 0.1 0.29 0.1 0.46 Minor 52,750 $550 $2,760 $660 SW RMP at El Camino Real and Arenal Road RHP3230 244 no trancated dome; 0.5" lip 0.1 0.25 0.36 Minor $550 $660 S/E RMP at El Camino Real and Costa del Mar RHP4S12 248 no trancated dome; 0.5" 1^ 0.1 0.25 0.36 Minor 5550 $660 WE RHP at El camino Reel and Costa del Mar RMP4S13 24S no trancated dome; 0.2$- Ilp 0.1 0.25 0.36 Minor 5550 $660 WW RMP at El camino HasI and Cosu det Mar RMP4614 24S no truncated dome; 30' deep pan 0.25 0.1 0.36 Minor $800 S/E RHP at El camlno Real and La RHP3331 2S1 2 Mo landing; ao trancated dome; no texture 0.29 0.25 0.6 0.26 $800 $800 WE RMP at El camlno Raal and La Costa Avenne RHP3332 2S1 2 ao truncated dome 0.2S 0.6 0.26 Minor 5300 $300 WW RHP at El camlno Real aed U Cosu Avense RHP3333 251 no truncated dome; no textare; landing ranning slope 3.B%, cross slope 3.2% Mrlnting le rsMloa to cam, see plioto 0.25 0.25 0.6 Moderate $3050 $2,760 S/W RHP at El camlno Real and La «i no trancated dome; no texture; 0.5" Ilp; 40* laadli^; 44^ pan 0.1 0.25 0.1 0.1 0.66 Modantte $1050 $1,060 FOCUS AREA 'B' CURB RAMPS Coiwtnictten CatMorv; Obstructions Found in on or Near the Ramp |^ Horizontal Spacings or Pavemait Divots ; ^ Grinding 1 1 Detectable Waming (Tactile Grooves) | Truncated Dome | 3kip« Omo & Conttruct Nm Ran^ Rtptacc Repair Compoiltt all Ittms Compositt III Ittms FOCUS AREA 'B' CURB RAMPS Obstructions Found in on or Near the Ramp |^ Horizontal Spacings or Pavemait Divots ; ^ Grinding 1 1 Detectable Waming (Tactile Grooves) | Truncated Dome | Striping in Crossitfalk or Buffer frctfn Vehicular Tratfic Lane jPedestrian Ramp Non-existent FieldWork Identified Ramp Non-Conlbtming PanWWh Side Flaias (Not to exceed 10%) Fiamp Slopes (Running i,pthe Pan) Ramp Slope (Slope Across the Pan) Landing Running or Cross Slope Ramp Slopes of Approach ^ron (within 48" from top j andbcStomofcurbramp) j Ape< Ramp Used-Protection from Vehicutar Traffic li*oi/ement Insufficient, Dual Directional Needed iSlopes of the concrete gutter acioining cults ramp |(within 46" from tcp and bottom of curb ramp) Landing Depth Past the Top ofthe Pan (4' x 4 required) Composite Scores or Costs Composite Rating Category Gross Costs (some double counting occurs) Net Costs (With Maximum for ramp replacement Location Facilitv ID MaoPaaTlw Existina Condition Notas indvidual ftemORt; SI ,133 $200 S2J0 szoo SSOO $2,750 J2,750 $2.7J0 52,750 »2,750 J2,750 $2,750 t2,750 S],00l] S350 (500 8/E RMP on El Camlno Real at the 76 station Car Wash l,MP47a, 251 2 no truncated dome; 0.75" Up; ramp leads to nowhere (guardrail); 36.5' landing 0.29 0.25 0.1 0.6 ModHoit 11 060 $1,060 WE RMP on El Camlno Real at the Albeitaon'a dilveway RMP4733 251 2 no truncated dome; 0.25' tip; 38" landing 0.1 0.2S 0.1 0.46 Minor t1,050 $1,060 S/E RMP on Et Camtno Real at the Albcrtson** Drtvevray RMP4734 251 2 ao truncated dome; 0.25'' flp; no texture; 36' landing 0.1 0.25 0.1 0.46 Minor $1050 $1,060 SW RMP at Levante St. and La Costa Ave RMP2S35 29S 2 non-compHant 1 Modanrte $2,750 $2,760 SE RMP at Levante St. aad La CoaU Ave RHP2S3S 256 2 no tmncated dome; landing ranning slope 4.7% 0.25 0.1 0.36 Minor ssoo $300 NE RMP at El Camlno Heal aad La Costa Town Center KTUAS20 2.T 2 no tnincated dome; 0.25' Ilp; landing ranning slope 4% 0.1 0.25 0.1 0.46 Minor $550 $660 $1,060 NWRMP at El Camlno Real snd La Costa Town Center KTUAS21 257 2 no trancated dome; 0.5' Ilp; 44" pan; 35.S' landing 0.1 0.25 0.1 0.1 0,66 Modtrate $550 $660 $1,060 SE RHP at El Camlno Real and La Costa Town Center «7 2 $.7%; 34- landing; 2.7% slope leading to 0.2S 0.1 0,36 Minor saoo $800 SW RMP at Rancho Santa Fe Rd and Camlno da Los Coehea RMP25S7 2,0 2 non-compHant 1 1 Modsrate $2,750 $2,760 NW RMP Rancho Santa Fe Road and La Costa Ave RMP2S37 2,0 2 compliant 0 Conforming $0 $0 SW RMP Rancho Santa Fe Road and La Costa Ave RMP2S3S 260 2 compliant 0 Conforming SO $0 SE RMP Rancho Santa Fa Road and La Costa Ave RMP2S3S 260 2 compHant 0 C«rto™in« JO $0 NE RMP Rancho Santa Fe Road and La Ooata Ave RMP2840 260 2 compliant 0 Cont«™ino so $0 SE RMP at 77S0 La Costa Ave RHP4SM 260 2 no trancated dome; wom texture; 0.5" Ilp; landing ranning slope 3.7% 0.1 0.25 0.1 0.46 Minor $550 $660 and 7750 Rancho Santa Pe Road KIUASOI 260 2 compliant 0 Conforming SO $0 and 7790 Rancho Santa Fa Road ICrUAS02 260 2 compliant 0 Confonning so $0 SW RMP at 7730 ftencho Santa Fe Rd along La Coata Ave Driveway KTUAS04 2.0 2 no trancated dome; wom texture; 0.25" lip 0.1 0,25 0.36 Minor $550 $660 SE RMP at 7730 Rancho Santa Fe Rd along La Costa Ave Driveway KTUA622 260 2 no trancated dome; wom texture; curb broken up at ramp 0.25 0.26 Minor $300 $300 SW RMP at 7730 Rancho SanU Fe M south drhreway along La Costa Ave KTUA<24 260 2 no trancated dome; targe crack* 0.25 0,26 Minor $300 $300 NE RMP at El Camlno Real and RMP316f 264 2 non-compllant 1 Modcrato | S2750 $2,760 SE RMP at El Camlno Real and RMP31S7 264 2 no trancated dome; 0.5' Ilp 0.1 0.25 0,36 0,76 Minor $550 $660 _ $1,060 Sw RB9 At Ecr 0 Levante St RMP316S 264 2 landing cross stope 3.6%, running slope 5.3%; ramp cross stope 5.3%; pan width 48" 0.1 0.25 0.1 0.1 0.1 0.1 0,36 0,76 Moderate $1,050 $660 _ $1,060 Nw Rmp At Ecr ® Levante St RMP31SS 264 2 4.3%; 35' landing; ramp cross slope 3%; crosswalk striping 43" rrom bottom of ramp stnping te botten of ramp • possibly 0.2S 0.1 0.1 0.1 0.66 Ktod^vte $800 $800 NE RMP at nincho SanU Fe W and Camlno de Los Coches RMP25SI 266 2 no trancated dome; cracked and chipped 1 Moderate $2,750 $3,550 $2,760 $2,760 SE RMP at Rancho Santa Fe Rd and Camlno dc Los coches RMP259S 266 2 48~ clear Into road (N&S); landbig rannhig slope 6.9%; 21' landlns 0.25 0.25 0.29 0,76 Moderate $2,750 $3,550 $2,760 $2,760 NW FtMP at Rancho Santa Fe Rd and camlno da Los Coches RMP2SftS 266 2 non-compHant 1 Modarate $2,750 $2,760 NW RMP at ei camlno Raal aad Calls Barcelona RHP2342 260 2 no trancated doma; 0.25* Up 0.1 0.25 0.36 Minor J550 $660 K3 K3 FOCUS AREA-B' CURB RAMPS Cortrtniction CrtMoiv; Obstnjctions Found in on or Near the Ramp 1 Patching Grtndtng Detectabte Warning (Tactiie Grooves} |. Truncated Dome g-StriM D«mo & Conctruct Htem Ramp Rtpah-Expand Conqwiita Itwm Compost III n«m> FOCUS AREA-B' CURB RAMPS Complance Hem Obstnjctions Found in on or Near the Ramp 1 Honzontc^ Spacings or Pavement Oivots Lip/Uplifts(WC or Concrete) Detectabte Warning (Tactiie Grooves} |. Truncated Dome g-Strpng in Crosswalk or Bufler from Vehicular Traffic Lane jPedestrian Ramp Non-existent Field Wak Identified Ramp Non-Confbrming PanWidth Side Flares (Not to exceed 10%) jpamp Slopes (Running up the Pan) jRamp Slope (Slope Across the Pan] Lancing Running or Cross Slope IRamp Slopes of Approach Apron (within 48" from top jand bottom of curb ramp) Ape< Ramp Used-PriDtection from Vehicular Traffic Movemail Insufficient, Dua! Directional Needed jSlopes ofthe concr^egutter ac|oining curb ramp '[within 48" from top and bottom of curb ramp) : Landing Depth Past the Top ofthe Pan (4' x 4' reqiired) Composite Scores or Costs Composite Rating Category Gross Costs {some double counting occurs) I Net Costs [with IVlaximum for ramp replacement Location Facilttv ID Mao PaaTiar Existing Condition Notes IndHduri Itm Cost $1,133 $200 $250 $200 $300 $800 $2,750 $2,750 $2,750 $2,750 $2,750 $2,750 $2,750 $2,750 $3,000 $350 $500 NE RMP at El Camlno Real and Calle RMP2343 ». 2 cracked ramp down middle; no curb 0.1 0.25 0.36 Minor S550 $660 SE RMP at El Camlno Real and CaHe Barcelona RMP2344 269 2 no truncated dome; landing cross slope 2.7%; ramp running shipc 5.8%; 0.29" Ilp 0.1 0.29 0.1 0.46 Mtnor 5550 $660 SW RMP at El Camhio Real and Calle Barcelona RMP2345 2„ 2 no truncated dome 0.29 0.26 Minor S300 $300 SW RMP at Rancho Santa Fe Rd and Calle BarcoKma RMPZSOd 276 2 no truncated dome; no textare; O.S" Ilp; divot out of carb at flare 0.1 0.25 0.36 Minor $550 $660 NW RMP at Rancho Santa Fa Rd and Calle Barcelona RHP2S0S 276 2 no truncated dome; no textura; 0.29" Hp 0.1 0.25 0.36 Minor SS50 $660 NC RMP at Mncho Santa Fe M and calle Barcelona RHP250S «, 2 no truncated dome; Joint running down mUdle or ramp; no texture; 0.9" Ilp 0.1 0.29 0.36 Minor S550 $660 SE RMP at Rancho Santa Fe Rd and Calle Barcelona RMP2507 276 2 down middle of ramp; upheaval at curb; 39" 0.1 0.29 0.1 0.46 Minor $1,050 $1,060 NW RMP at Rancho Santa Fe Rd and Olh^nhaln RMP307S 2S1 2 down middle; should be dbvctlonsi; ramp running slope 7.2%; 2B" landing 0.1 0.25 0.29 1.6 Msdtrat. $4,050 $3,000 SW RMP at Rancho Santa Fe Rd and RMP307S 281 2 no truncated dome; folnt running down middle of ramp 0.29 0.26 Minor $300 $300 SE RMP at Rancho Santa Fe Rd and RMP3080 281 2 compliant 0 Cofffomttng $0 $0 NE nHP at Rancho SanU Fe Rd and OHvenhalH RMP4T81 «, 2 compliant 0 Conforming SO $0 NE RMP at Mncho Santa Fe Rd and Olhwnhain RMP47S2 2S1 2 compliant 0 Confomiing $0 $0 NE RMP at Rancho Santa Fe Rd aad Ollvanhain R.P47.a 2 compliant 0 Conformity JO $0 Beat aMe or HoHday Park along Eareha Pl (Handicap ramp) KTUASOS 77 or 66 2 compliant 0 Con..m,lnB $0 $0 SW RMP at Polntaettia Ln and El Camlno Haal RMP2047 2 asphalt ramp that does not lead to any accesible p.o.t. warrant tha ability to hava a compllaat ramp 1 Modc(«a $3,750 $2,760 NW RMP at El Camlno Raal and Ho»p wy RMP4S11 2 landing; raised utility box In p.o.t.; landing ninnlng slope 7.4%; rsmp cross slops 9%, 0.1 0.29 0.25 0.29 0.1 0.96 Modarsta 56,550 $2,760 sw RMP at Donna Ct and Chaatnat KTUA9S7 2 No ramp provided along accessible route 1 Modcrvta 32,750 $2,760 SE RMP at Donna Ct and Chestnut KTUA9S6 2 No ramp provided ahmg accessibte route 1 IModarat* 52,750 $2,760 Sw Rmp At El camtno Real @ collesa Blvd RMP1004 2 10%; 36' landing; landing cross slope 6%, running stope 7%; ramp running alope 12%, 0.1 0.29 0.29 0.1 0.29 0.29 0.1 1.3 Modarate $0,300 $2,760 S Rmp At Island @ El Camlno Raal & College Blvd RMP1005 2 nara c: 12%; 44" wide pan; 17" binding tietwreen detectable waming of adjacent pork chop ramp 0.25 0.1 0.1 0.25 0.7 Moderate saoo $800 E Rmp At island ® El Camlno Real « ColleB* Blvd RMPIOOe 2 road meets bottom or tamp; sMe flara a: 20%; ramp cross slope 4.8%; 26" Isndhig porfc chop ramp 0.1 0.29 0.29 0.1 0.25 0.96 Moderata $3,600 $2,760 N Rmp At Mand ® El Camlno Real & Collcsa Blvd RMP1007 2 13%; 46" landing; landbtg cress slope S%; 36- WMe pan 0.29 0.1 0.1 0.1 0.66 Modaralf S300 $300 Mw Rmp At El Camlno Raal ® Collese Blvd RMPIOOS 2 adjacent to ramp; 0.29" Hp along edga of truncated doma dua to Improper 0.1 0.1 0^5 0.1 0.25 0.1 0.9 Modarate 56,450 $2,760 Na Rmp At El caaihto Real a CoHege Btvd RMP100* 2 expansion Joint left or ramp; landing running slope 7%; ramp ranning slope •%, cross 0.1 0.1 Minor $250 $260 Se Rmp At El caariao Real ft CoSaga Blvd RMP1010 2 16%; landing ninnlng slope 9.3%, cross slope a.5%; 39" landhtg; B.3% slope directly 0.25 0.29 0.29 0.1 0.29 1.1 Moderate J3.850 $2,760 SE RMP at Rutherford and Faraday RMPIiaS 2 not compliant 1 52,750 $2,760 SE RMP at Orion St and El Camlno Haal RMP1231 2 no truncated doaws 0.29 0.26 Minor 5300 $300 FOCUS AREA'B' CURB RAMPS Obstructions Found in on or Near the Ramp 1 Horizontal Spacings or Pavement Divols f Lip/Uplifts (AC or Concrete) ;| betectable Warning (Tactile Growes) 11 Truncated Dome | Striping in Crosswalk or Buffer from Vehiaiar Tral^'C ^ Une •% •E a 1 g 1 1 Field Work Identified Ramp Non-Confbrming j PanWidtti jl p. Side Flares (Not to exceed 10%) | Ramp Slopes (Running up ttie Pan) ll Ramp Slope (Slope Across the Pan) f Landng Running or Cross Slope Ramp Slopes of Approach Apron (within 48" from top j and tjoltom of curb ramp) "^pa Ramp Used-Pnolection from Vehicular Traffic \S taement Insuicient, Dual Directional Needed j S slopes ofthe concrete gutter adjoining curb ramp IS Iwithin 48' from top and bottom of curb ramp) lj-Expond 1 1 1 5 1 Composite Scores or Costs mpoiiti afl Item* b If 3 1 Sross Costs (some doiijie counting occurs] J let Costs (with Maximum fa ramp replacement '•• % Lfi^flfiD Facility ID gy(yt|pflC0TH^ffipn Notes Ir^vid^lbmCoil $1,133 (200 izso $200 S300 tsoo »2,750 «2,750 J2,750 S2,7S0 »2,7S0 S2,790 $2,750 t2.7S0 $3,000 $3S0 $500 _ -S« Rmp At #204 Pr2 Par # Yarrow Dr 2 SS' landing; landing running slope 5.8%, crosa slope 3.3%; ramp cress slope 5% 0.25 0 25 0.25 0.1 0.25 1.2 Moderata $2,760 Orlot BMIns 1/4 Ml E Of Camlno Vida Robki P-1S RMPl 385 detectable waming; ramp cross slope 7%, running slope 4%; 18" landing; ramp running 0.1 0 1 0.25 0.25 0.1 0.25 0.1 2.16 $2 760 Camlno Vida Roblo Holies Orlot BhUng Drtvc P-ia waming; side Rare a: 23% slope; landing cross slope 10.5%, running slope 12%; 19" 0.1 0.1 0.25 0.1 0.25 2.06 0.7 Ne Rmp M «245 Pr2 Par S Palomar oaks Why P-S RMP1415 2 adjacent to ramp; 40- landing; lahdlng crosa 0.2S 0.25 2.06 0.7 Modarata $660 SB RMP at Chinquapin Av and Royal RMP775 no truncated dome; 0.5' Ilp; non-compllant 1 1 Modarats $2,760 nv RMP at Chinquapin Av and Rc^l Dr HW RMP at Chinquapin Av and Stella Ln RMP770 no truncated dome; 0.5" Ilp; non-compllant 1 Modarate $2,760 nv RMP at Chinquapin Av and Rc^l Dr HW RMP at Chinquapin Av and Stella Ln RMP777 no truncated dome; 0.5" Ilp; ramp running alope 10%, cross slope 3.5% 0.1 0.25 0.1 0.1 0.66 Moderate $660 NE RMP at Chinquapin Av and Stella Ln RMP778 running slope 2.9%; ramp running slop* 13%; 36" pan 0.1 0 25 0.1 0.2S 0.7 Moderate $2 760 MW RMP at Breakwater and Carlabad KTUA57. AW14 2 accessible route or carb reap on woM sMa or Carlsbad Blvd. 1 Moderate $2,760 WE RttP at El Camlno Real and Camlno Vida Robie KTUASn 20, 2 compliant 0 Conformino $0 S/E RMP at El Camlno Real and Camlno vida Robie ,a-uA.o. 204 compliant 0 Conforming $0 and 7750 Rancho Santa Fe Road KTUA601 260 '^2~ compllaal 0 Confortning $0 and 7750 Rancho Santa Fe Road KTUA602 280 '^2~ compliant 0 $0 SW RMP at 7730 Rancho Santa Fe Rd along La Costa Ave Ortveway KTUAS04 280 no truncated dome; worn tOKtura; 0.29" Ilp 0.1 0.25 0.36 Minor $660 WE map at Coltcge and Salk KTUASOS ,« 2 No tmncaled dome; 0.5'* lip 0.1 0.25 0.36 S/E RMP at OollBfle and Salk KTUAS07 141 No truncated dome; texture 0.25 0.26 $300 WE RMP on Phiza Dr. and El Camlno RMII KTUASOS 4 no truncated domes or detectable wamings. 1 2 Major $660 WE Rmp at El Camlno Rral and shopping center road KruA«. 4 2 not compliant 1 1 Modarate $2,760 NW RMP at El Camlno Real and Plaza KTUAS10 4 2 no tmncated doma; no detectaH* warnings no t*lttBra 2 $660 SE Rmp at El Camlno Heal and Plaza Dr. KTUA611 4 no truncated domes or detectable wnirakigs. 1 2 $660 SE Rmp at El Camlno Real and shopping center road icru*.,2 4 2 not compllaat 1 Modanrte $2,760 SW RMP at Et camlno Real and Plaza Drhre KTUA613 4 no trancated dome; no texUre; 43" pan 0.25 0.36 $300 WW RMP at El Camlno Real and 9159 North Point* Tech Center KrvA.» 178 2 not compliant 1 $2 760 S/W RMP at El camlno Raal and SIS? KTUAS15 176 surface alope: 8.8%; landing 38" wNh S.6% cron slope; ao truncated domea 0.25 0.1 0.36 $800 WE RMP at El camlno Real and S»M EL camlno Raal KTUAS18 238 2 aon-compHant 1 Moderate $2,760 WE RMP at El camlno Rsal and Swallow Lane KTUAS17 22S 2 non-compRant rapalr, eiacKed and broken A/C, drainage 1 Moderate $2,760 S/E RMP at Ei camhio Real and S*9* EL Camlao Real KTUA818 238 2 non-mmpllant ramp as It Is tocated hi the middl* or the ramp 1 $2,750 $2,760 FOCUS AREA 'B' CURB RAMPS Conitruction CatMorv: Ctomplsxo Bern Obstnxtions Found in on or Near ttie Ramp |^ .Horizontal Spacings or Pavement Divots | f Lip/Uplifts (A/C or Concrete) : | 1 Is petectkjie Warnir^ (Tactile Grooves) 11 1 i Stnping in Crosswalk or Buffer from Vehiojlar Traffic a Une ;f jPedestrian Ramp fJcyi-extstertt Field Work Identified Ramp Non-Confbrming i jpan Widtti i 1 Side Flaies (Not to exceed 10%) f iS Ramp Slopes (Running ip the Pan) j | Ramp Slope (Slope Across ttie Pan) 1 1 i 5 % iRamp Slopes of Approacti Apron (wittiin 48" trom top | land bottom of curb ramp) ApeK Ramp Used-Protection Irom Vetiicular Traffic S fvtovement Insufficient Dual Directional Needed 1' Slopes of ttie concrete gutter adjoining cult ramp ; S !(within 48" from tcp and bottom of curb ramp) i »• jLandingDepthPasttfieTopofttiePan(4'x4' S irequired) » Composite Scores or Costs [_ •• Composite Rating Cat^ory ! ^ r IGross Costs [some douPle counting occurs] | Net Costs (witti Maximum fa ramp reptacement |" Location FaclHttf ID Mao Paa Har Existing Condition Notts SI .133 $200 1250 $2(10 $300 noo »2,750 »2,750 $2,7SO $2,750 $2,750 $2,750 $2,750 $2,750 $3,000 $390 $500 S/E RMP at El Cammo Real and KTUA619 220 2 non-compllant 1 Moderate $2,750 $2,760 NE RMP at El Camlno Heal and La Coata Town Center KTUA620 257 2 no truncated dome; 0.25" Ilp; landing running slope 4% 0.1 0,25 0,1 0.46 Minor 1550 $660 NW RMP at Et Camlno Real and La Coata Town Center KTUA821 257 2 no truncated dome; 0.5" Ilp; 44" pan; 35.5' anding 0.1 0.1 0.25 0.46 Minor S750 $760 $300 SE rWP at 7730 Rinclio Santa Fe M along La Costa Ave Driveway KTUA622 2U 2 no truncated dome; wom taxtura; curb woken up at ramp 0.25 0.26 Minor S750 $760 $300 SE RMP at El Camlno Real aad La Costa Town Canter KTUA823 2,7 2 5.7%; 34- landing; 2.7% ak>pe leadhig to 0.25 0.25 0.6 Modarata 3800 $800 SW RMP at 7730 Rancho Santa Fe Rd south driveway along La Costa Ave KTUA624 2,0 2 no tmacated dome; larga cracks 0.25 0.26 Minor $300 $300 RMP at Park Dr. and wickham Wmy (Hosp Orove Park) KTUAS27 21 2 non-compHant 1 Moderat* S2.750 $2,760 RMP at Park Dr. and Wickham way KTUA828 21 2 non^mmpnant 1 Moderate $2,750 $2,760 RMP at Park Dr. and Wickham Wky (Hosp Grove Park) KTUA620 21 2 non-con^llant , 1 Moderate 52.750 $2,760 S/W RMP on Monroe St. KTUA632 2i 2 non-compllant 1 1 Moderate $2,750 $2,760 8/W RMP at Collage and Salk KTUAS34 141 2 new, truncated dome, ramp cron stope: 5.5%; landing ranning stops 8^4% 0.25 0.26 Minor J2.750 $2,760 WW RMP at Doana Dr. and Baaawood KruA.3r 45 2 ramp funnbig slCH>s: 11.8%; landing running alope 5.0% 0.1 0.25 0,25 0.25 0.86 Moderate $6,050 $2,760 WW RMP at College and Salk KTUAS41 141 2 Truncated domet texture, new 0 Conlwming so $0 WW RMP or Marron and Jefferson RMP14 2 2 non-compHant Arc at both sides of 1 1 Moderate $2,750 $2,760 S/E RMP Of Marron and Jefferson RMP15 2 2 No truncated dome; separation of curb 0.25 0.26 Minor $300 $300 S/W mWP of Marron aad Jefferson RMPie 2 2 non-compHant 1 1 Moderate $2,750 $2,760 WE RMP of at Marron aad Jefferson RMP17 2 2 Ho truncated dome; no detectebto vramlngs; Landing cross stope:3.4% 0.1 2.1 M.io. $500 $600 S/E RMP at Monroe and Mamn RMP18 10 2 No truncated dome; grooved pan; 1" Hp 0.25 0.25 0.6 Moderate ssso $660 WW RMP at Monroe and Marron RMP19 10 2 No truncated dome; ao texture; 20~ wMe lending 0.25 OJ, 0.6 Mod«rate .800 $800 WE RMP Of Marron at 1860 Marron (entry drive) RMP20 10 2 No truncated dome; 0.5~ Ilp; chipped curb; separation of curb replaced and re- evaluated 0.1 0.25 0.36 Minor $660 N/W RMP on Marnn at 1850 Marron RMP21 ,0 2 No truncated dome; 0.25" Hp; ramp running slope: 8.0% 0.1 0.25 0.1 0.46 Minor $550 $660 WE RMP at Moaroe and Marron RIMP SO 10 2 compliant 0 Confomiing $0 $0 S/W RMP at Monroe aad Marron RMPSI 10 2 No truncated dome; grooved pan; 0.5" Hp 0.1 0.25 0.36 Minor $550 $660 N/W RHP at Highland and YoarsH RMK4 19 2 No truncated dome; 0.5" lip; Landtog croas slope: 3% 0.1 0.25 0.1 0.46 Mmor K50 $660 NW RMP on Monroe m. n.Pn 21 2 non-compnant 1 Moderate $2750 $2,760 $600 SIE RMP on Monroe St. (Driveway RMP32 21 2 compliant e)q>ect for lack of landing 0.25 0.26 Minor $500 $2,760 $600 WE RMP on Monroe St (Drf¥«¥ray RMP33 21 2 non-compllant Path of travel sbouM be 1 1 derate $2,750 $2,760 FOCUS AREA 'B' CURB RAMPS Contiruction CitMorv: L Obstmctions Found in on or Near ttie Ramp If Honzontal Spacings or Pavement Divots a iLipAJplifts (A/C or Concrete) | Scoring NllM aript D«mo & Constniet Nw Ramp Apex Ramp Used-Pratection frcm Vetiicular Traffic ? Movement Insufficient Dual Directional Needed S Rtpnir Expand Compodi* all lt«nt Compositt alt Itemt FOCUS AREA 'B' CURB RAMPS L Obstmctions Found in on or Near ttie Ramp If Honzontal Spacings or Pavement Divots a iLipAJplifts (A/C or Concrete) | Detectable Waming (Tactile Grooves) Truncated Dome striping in Crossii!;a!l< or Buffer from Vetiicular Trat^c Lane Pedestrian Ramp Non-existent Field IWork Identified Ramp Non-Confbrming !Pan Width Side Flares (Not to exceed 10%) IRamp Slopes (Running tp Ifie Pan) ,Ramp Slope (Slope Across Itie Pan) iLanding fanning or Cross Stope Ramp Slopes of Apprcacti Apron (within 48" from top and txjttom of curb ramp) Apex Ramp Used-Pratection frcm Vetiicular Traffic ? Movement Insufficient Dual Directional Needed S Stepes of ttie concrete gutter acioining curti ramp [wittiin 48" from tcp and txittom of curb ramp) Landing Deptti Past ttie Top of ttie Pan (4' x 4' jrequired) 1 b 1 g S s 1 1 Gross Costs (some cbubie counting occurs) Net Costs (with Maximum for ramp r^lacement Locatton Facilitv ID Mao Paa Ti«r Existina Condifion Notes IndvicbsDbmCost: $1,133 1200 1290 $200 $300 $800 $2,750 $2,750 $2,750 $2,790 $2,790 $2,790 $2,790 $2,790 $3,(100 $390 $900 SIE RMP on Monro* St. (Driveway exit) RHP34 21 2 non-compllant Path or travel should be 1 Moderate $2,750 $2,760 WE RMP on Monro* St (Driveway exit) RHP35 21 2 non-compHant 1 1 Moderate $2,750 $2,760 S/E RMP on Monroe St. (Hoap Orova Picnic Area Ortveway) RHPM 21 2 3.8% cross lope Path of travel cross slope: 6.6% 0.29 0.26 Minor $2,750 $2j760 $0 WE RHP on Monro* SL (Hoap Orova Picnic Araa Drhraway) HHPS? 21 2 compliant 0 ConforminB $0 $2j760 $0 srw RMP at Laa Florea olT-ramp of 1-5 RHPS6 28 2 6.4% cross slope; no tnincated doma Path of travel has broken A/0 0.25 0.29 0.6 Moderate 53,050 $2,760 S/E RMP at Laa Floras otf-rmmp of 1-5 RHPS7 28 2 7.8% cross slope; 16% ninnlng slope at 0.25 0.25 0.25 0.76 Moderate $5,800 $2,760 WW RMP at wibodrMge Ct. and Hosp way RHP88 32 2 non<ompliant; no landing, no truncated dome, no level pan 1 Moderate $2,750 $2,760 NW RMP at Monroe and Hosp VMy RHP23 32 2 non-compHant depth; tnmcated dome does not go ail the vmy 1 Moderate $2,750 $2,760 WE RMP at Monroe and Hosp Wky RMP 24 32 2 1" Hp; Insafflclent landing depth; no tnmcated dome Two Fsclttty IDs In OlS 0.Z5 0.25 0.1 a.« Moderate 51.050 $1,060 S/W RMP at Monroe and Hosp way RHP2S 32 2 1 Moderate $2,750 $2,760 8/E RMP at Monroe and Hosp VMy RHP30 32 2 •wn-compHant Path of travel should be 1 Moderate $2,750 $2,760 WW RMP at Cadarwood Wky and Hoap Way NiPSI 33 2 non-compnant 1 Moderate $2,750 $2,760 S RHP at cedarwood VMy and Hosp VMy raipsa 33 2 non •compHant Path ortiavai sboaM be 1 Moderate $2,750 $2,760 S RHP at Brentwood Ct. and Hosp my IUIP83 =,3 2 non-compHant 1 Moderate 52.750 $2,760 S RHP at VModbitdg* ct. aad Hosp VMy iaip«4 33 2 No tnincated dome; sloped landing; apHft at sidewalk 0.1 0.25 0.1 0.46 Minor S550 $660 WE RHP at VModbrfds* Ct aad Hosp VMy RHPSa 33 2 non-compHant upim at storm diahi Jast 1 Moderate $2,750 $2,760 IVW RHP at Brentwood Ct. and Hosp VMy ™P.7 33 2 non-coBipHant 1 Moderate 52.750 $2,760 WE RHP at Brontwood Ct. and Hosp "*y RHPSS 33 ' non-compHant 1 Moderate $2,750 $2,750 $2,760 $2,760 WE RHP at Cadarwood VHqraad HoapWHy RMPSS 33 2 non-compHant 1 Moderate $2,750 $2,750 $2,760 $2,760 NW RHP at Westwood and Blenliam* Dr RHP474 34 2 no truncated dome; no texture; 0.25" Ilp; 30' landing; ramp running slope 9% 0.1 0.25 0.1 0.1 0.66 Mediate 51050 $1,060 SW RHP at VMstwood and Blenkame Dr RHP47$ 34 2 no truncated dome; wom texture; 0.5" lip; 32- landing; landing cross slope 3.6% 0.1 0.25 0.1 0.1 0.66 Moderate $1,050 $1,060 se RHP at Wae«wood aad Falcoa RHP478 34 2 ramp tanning stope 11%; Isnding running slope 13.2% 0.1 0.25 0.1 0.25 0.7 Moderate $3,300 $2,760 NE RMP at Westwood and Falcoa niP4r« 34 2 road meets ramp; 0.5" upHIt at walh; landing cross slope 5.6%; ramp running slt^ 13.7% 0.1 0.25 0.25 O.e Moderate $5,750 $2,760 SE RHP at Blenkarne and Trueadall RHP477 44 2 ranip cross stope 6.5%; landing nmning slope 12%, cross slope 5.2% 0.1 0.25 0.25 0.25 0.86 Modarate $fl.050 $2,760 WE RHP at James Drand Jamas ct RMPS18 SS 2 No truncated dome; no texture; l~ Hp; landing cross slopa: 3.1%; 30" landing 0.1 0.25 0.1 0.1 0.66 Moderate 51,050 ^1j^60^ $1,060 8/E RHP at James Dr and James Ct. RMPS1S 55 2 1' Hp; no truncated dome; no texture; 32* landing; landing cress slop*:3% 0.25 0.25 0.1 0.1 0.7 Moderate 51,050 ^1j^60^ $1,060 NI RHP at James Dr. and Oah Ava. RMP482 55 no detectable vmralng; l" Up; ao laadbtf 0.2S 0.25 0.25 0.76 Modanne 3950 $960 FOCUS AREA 'B' CURB RAMPS Comtiuctlon Cateaorv: Obstructicjis Found in on or Near the Ramp i ^ Patching f 1 i i 1 Grinding Scntng Inttall 3MH D«fflO ft Construct N« Ramp Rtplac* Rapak Expand CompoiHoaillMnc Compel iltltHnt FOCUS AREA 'B' CURB RAMPS Con^ifKvie Hem Obstructicjis Found in on or Near the Ramp i ^ Patching f 1 i i 1 Lip/Uplitts (A/C or Concrete) betectable Warning (Tactile Growes) Truncated Dcme istriping in Crossiwalk or Buffer from Vehicular Traffic -E ? 6 FieldWork Identified Ramp Non-Confoiming PanWMti jside Flares (Not to exceed 10%) jRamp Slopes (Running up ttie Pan) 5 jRamp Slope (Slope Across ttie Pan) ^ llandng Running or Cross Siope ?o Ramp Slopes Of/^c»ch Apron (Within 48" from top 3 iand bottcm of curb ramp) " f.pe>. Ramp Used-Protection from Vehicular Traffic g Movement Insufficient, Dual Directional tJeeded a ISIopes ofthe concrete gutter adjoining curb ramp o :(within 48" from top and t:ottcm of curb ramp) 1 1 i 1 1 11 $500 jcomposife Scores or Costs Composite Rating Category Gross Costs {some double counting occurs) Net Costs (with Maximum fa ramp replacement Location Facilitv ID Mao Paa T\w Existina Condition Not«« lndlvjdud!le<n.GDSl; S1,133 $200 $2» $200 $300 $800 $2,750 $2,7S0 $2,750 $2,750 $2,750 5 jRamp Slope (Slope Across ttie Pan) ^ llandng Running or Cross Siope ?o Ramp Slopes Of/^c»ch Apron (Within 48" from top 3 iand bottcm of curb ramp) " f.pe>. Ramp Used-Protection from Vehicular Traffic g Movement Insufficient, Dual Directional tJeeded a ISIopes ofthe concrete gutter adjoining curb ramp o :(within 48" from top and t:ottcm of curb ramp) 1 1 i 1 1 11 $500 P«W RMP at Jamas Or. and Oak Ave. RMP483 55 2 no truncated doma; 6" grooves; 15% running 0.1 0.25 0.36 Minor $550 $660 NE RMf at valley St. and BonHa Ln. RMP503 5S 2 no truncated dome; textura; 0.9' Ilp 0.1 0.25 0.36 Minor $550 $660 se IWP at valley st. aad Bonita Ln. RMP504 56 5« 2 compliant 0 Cfinformii^ 50 $0 NE tmP at miay St. aad Valley PL mpsos 56 5« 2 no truncated dome; 0.5' lip; sUavnlk ands at east and 0.1 0.25 0.36 r^inor S550 $660 SE RlNP at Valley St. and Valley Pl. RMPSOS >. 2 1' Hp; no truncated dome; texture; ramp 0.25 0.25 0.1 O.S Moderate S550 $660 NW RMP at Chaatnut Av and Hlglilaiid Dr RMPST1 .7 2 slope 6.3%; landing running slope S.S%i no aldewalk to one side of ramp; 21.S~ landing cracked pj>.t. Just off aldewalk 0.1 0.25 0.25 0.25 0JI5 1.1 0.7 Moderate $6,550 $2,760 S/E RMP at Highland and Baaawood RMP511 .7 2 landing cross slope: 7%; 33" landing (variable) 0.1 0.25 0.25 0.1 1.1 0.7 Moderate S3,800 $2,760 S/W RMP at Janws Dr. aad Bamwod RMP5S3 .. 2 ramp cross sk>pe: 4%; landing running slope: 3.2% 0.1 0.25 0.1 0.1 0.66 Moderate $550 $660 WE RMP at James Dr. aad Baaawood RHPSe4 .. 2 non-compllant 1 1 Mciderste $2,750 $2,760 S/E RMP at Jamas Dr, aad Barawood RMP565 .. 2 texture; no trancated dome; 1" Hp large chunk miaabig in pan 0.1 0.2S 0.2S 0.6 Moderate $750 $760 WW RHP at Jamaa Dr. and RMP513 .0 2 non-compllant 1 Moderate $2,750 $2,760 NE RMP at Vlbodland wy and Chastnut IUIP955 7. 2 no trancated dome; wom textura; 0.25' Up; ramp running stope 12% 0.1 0.25 0.1 0.46 Mmo, $550 $2,750 $660 $2,760 S/W RMP at Wbodland Way and Chastnut RMP557 2 1 Moderate $550 $2,750 $660 $2,760 WW RMP at Wbodland my and Chastnut RMP55S 7. 2 no trancated dome; no textura; 0.5' lip; 40" landing; 41" pan; ramp running slope 14.6% 0.1 0.25 0.36 Minor $550 $660 NE RMPat Spanish Wyand Chastnut RMP5T4 7. 2 ranning slopa 7%; ramp cross slope 7%; water mater box lid broken and upllR east 0.25 0.25 0.25 0.1 0.86 Moderate 56,300 $2,760 NW RMP at Spanish Wy and Chastnut RMP5T5 7. 2 alope 11%; landing ranning slope 9.3%; p.o.t. across the street generally In bad 0.25 0J5 0.25 0.1 0.86 Mo^rete $6,300 $2,760 NE RMP at Tamaracli Av and PoSy Ln RMP7S2 •• 2 replacing; ramp running slope 10.4%, croM 0.25 0.1 0.25 0.25 0.86 Moderate $3,550 $2,760 NW RMP at manck Av and Polly RMP7S3 " 2 non-compHant 1 Moderate $2,750 $2,760 NW RMP at Adams St and Chinquapin Av RMP78S 2 slope 5.9%; landing cross slope 4.9%, ranning slope 2.B% ; 24" landing major gap In PMA.; p.o.t. diagonal 0.1 0.25 0.25 0.1 0.25 0.86 Moderate $3,800 $2,760 SE RMP at Adams St and Chinquapin Av mNP7«« 2 no truncated dome; 0.5* Ilp; non-compllant 1 Moderate $2,750 $2,760 SW RMP at Chinquapin Av and Hsrrlson St RMPSM 1,1 2 no trancated dome; 0.5' Ilp; 6" grooves 2- gap across p.o.t. 0.1 0.1 0.25 0.46 Minor $750 $760 SE RMP at Nautical Or. and NauUcal Ln. RMP738 2 Flara A 9.9%; Ramp Slope 11.7%; gutter slope 12.5%; No landing 1 0.1 0.25 2.36 Major $850 $860 NE imp at Nautical Dr. and Nautical RMP739 2 alope 12.7%; UpHR at gutter Is 1"; Unding cross slopa la 3.7%; 0.25 0.1 0.25 0.1 0.25 0.96 Moderate $1,100 $1,100 SE RMP at woodland Wy aad Chastnut Ave RMPSSe 2 compliant 0 Conforming $0 $0 SW RMP at Chaatnat Av and Highland Dr IIMPS70 2 ramp cross slope 7.4%; landing ranning stope 8.7%; 0.5' uplift at panel to the sMe of sMewaHi ende to one side 0.1 0.25 0.25 0.25 0.86 Moderate $6,050 $2,760 NE RMP at Chastnut Av and Hlghtand Dr RMP573 2 slope 3.8; ramp running slope 11%, cross slope 6.1%; 35.5" landing; cracked ramp; Is cracked and has excasstvt slope; a/c 0.1 0.25 0.1 0.1 0.25 0.1 0.1 1 Moderate $3,800 $2,760 SE RMP at Chaatnat Av and Highland Dr RMP973 2 slope 4.7%; 19" pan depth; landtag rannhtg slope 4.5%, cross stope 2.9% crackbig of apron at ramp In straat, 0.1 0.25 0.1 0.1 0.66 Moderate 5550 $660 ^3 FOCUS AREA 'B' CURB RAMPS ComtiTJCtion CitMorv: Obstnjctions Found in on or Near the Ramp |^ Horizontal Spacings or Pavement Divots j f LipAJplifls (A/C or Concrete) :| Scoring InttM Stript Dtmo S Coodruct N«w Ramp Rtplac* Rtpair Expand Cofflpoiitt an ittffls Cofflpotltt 111 Rama FOCUS AREA 'B' CURB RAMPS Obstnjctions Found in on or Near the Ramp |^ Horizontal Spacings or Pavement Divots j f LipAJplifls (A/C or Concrete) :| Detectable Warning (Tactile Grooves) Truncated Dome Striping in Crossiiralk or Bufler from Vehicular Traffic Lane Pedestrian Ramp Non-existent Field l*ork Identified Ramp Non-Confbrming Pan Width Side Flares (Not to exceed 10%) Ramp Slopes (Running i.p the Pan) Ramp Slope (Slope Across the Pan) Landing Running or Cress Slope Ramp Slopes of Approach Apron (within 48" from top and bottom of curb ramp) Apex Ramp Used-Prctection from Vehicular Traffic Movement Insufficient, Dual Directional t'Jeeded Slopes ofthe concrete gutter adjoining curb ramp (within 48" from tcp and botlom of curb ramp) Landing Depth Past the Top ofthe Pan (4' x 4' required) Composite Scores or Costs | Composite Rating Category Sross Costs (some ctauble counting occurs) ^et Costs (with Maximum for ramp replacement Lfisalisn Fa«Uity lB Map Paa Tier Existina Condition Not.s tndvidu^ llemCost-$1,133 $200 S2$0 S200 S300 SSOO J2,750 J2,750 S2.7S0 S2.7S0 (2,750 J2.750 »2,750 (2,750 S3,000 S3S0 SSOO SW RMP at Chinquapin Av and Syme Dr no truncated dome; 0.S" lip; non-compllant 1 Model ste $2,750 $2,760 NW RMP at Chinquapin Av and Syme Dr RMP771 no truncated dome; 0.5' lip; non-compllant p.o.t. seeds replacing 1 1 Moderarte 52,750 $2,760 NE RHP at ChlnquaplH Av and Syme Dr RMP772 2 no truncated dome; 0.5* lip; non<ompllant 1 Moderate J2 750 $2,760 SC RMP at Ckleqaapla Av and Syme Dr RMP773 2 no tnincated dome; 0.5" lip; non-compllant 1 1 Modtrvtc S2750 $2,760 Ne Rmp At Syme Dr RMP774 down middle ot pan; ramp ranning slope 0.1 0.25 0.29 0.1 0.25 2.96 Maior M750 $2,760 SW RMP at Plo Pico Dr. and Chestnut RHP351 2 No truncated domes, sidewalh approach F 15.3%; Landing ranning skipa 0.2%; Pan Rsmp raas Into 9«- wall sfter Isnding 0.29 0.1 0.29 0.6 Modarat* S650 $660 NW RHP at Plo Pleo Dr. and Chestnut Av. RMP352 No trancated domes, gutter slope 2.5%, Sidewalk approach E 17.2%, Landing Is 30", Ramp ruNS Into 99* wrall after landing 0.29 0.1 0.29 0.1 0 1 0.8 Motlcrat* $3,550 $2,760 Nl RMP at Doaaa Dr. aad Janis Wy. RMPS32 St Ho Landing, Plo truncated domes 0.29 0.29 0.6 Moderate $800 $800 SE RHP at Doaaa Dr. aad Janis Wy. RHPS33 S8 Ho landing, Ho truncated domes, gutter slope: 4.5%, Pan Width Is 42* 0.29 0.1 0.1 0.25 0.7 Moderate $1,150 $1,160 SE RMP at Plo Pico and Chestnut RHPS40 Ho trancated domes, ramp slope B: 12.6%; gutter slope: 4.1%; Pan width Is 30"; No 0.25 0.29 0.29 01 2.86 Major $9 100 $2,760 NE RHP at Plo Pico Dr. and «iestflut Ave. R-PM, 2 Ho trancated domes; ramp slope B 11%; Slope nare C 9.3%, Landing depth 1^ Pan 0.29 0.1 0.1 0.1 0.25 0.8 Moderat* $800 $800 NE RHP at James Dr. and sandalwood LN RMP5SS 81 2 Ho trancated domes, Side Flare A: 13.3%, Pan wldUi Is 39", Landing depth In 32" Small crscit through center of ramp 0.29 0.1 0.1 01 0.66 0.8 Moderat* $800 $800 SE RHP at Jamea Dr. and SandahMood LN RHPS67 SS 2 Ho trancated domes, No Landing, Ramp slope B: 12.8%, Gutter slope: 4.2%, Pan Side c Untflng has chunk of concrete 0.1 0.1 0.29 0 1 0.25 0.66 0.8 Moderat* $3,800 $2,760 SW RMP st James Dr. and Sandahwood LN. RHPsea BS » Ho trancated domes, ramp slope B: 10.4, Landing depth Is 34" Small cracks on either side of ramp, coeM get 0.29 0.1 0.1 0.46 Minor $800 $800 NW RHP at James Dr. and Sandalwood LN. RMPS69 «• 2 Ho truncated domes, ramp slope Is 10.9%, Lending depth Is 33" Smal crack through 0.29 0.1 0 1 0.46 Minor "'iMiMtnii*''. $800 $800 $1,160 NE RMP at Mghland and RatcUfV Rd RMP80 9 2 No landing, no trancated domes, side flare C: 14.7%; sMewaHi approach E: 9.7% Nice Rsmp wrHh ao landing. Loolis Hew 0.29 0.1 0.1 0.25 0.7 Minor "'iMiMtnii*''. $800 $800 $1,160 SE RMP st Highland and Rstcllff Rd RMPdl ,. Ho landing. No truneated domes, pan width 0.29 0.1 0.29 0.6 Modarate $800 $800 NE RMP at Highland and Guevara RHPS2 ie Ho landing, no trancated domes 0.29 0.29 0.6 Moderat* S800 $800 SE mp at Highland and Guevara l»IP«3 19 2 Ho Landing, sllglit crack through center. No trancated domes 0.29 0 25 0.6 Modtrate $800 $800 Ne Rmp At Basswood Av @ Mghland Dr MiPS12 2 (20->; 32- landing; landing cross slope 3.9%; ramp ranntng slope 12%; side flora c: 19% 0.1 0.29 0.25 0.1 0.1 0.1 0.9 Mod*ritt* $3,650 $2,760 Conforming 40 6,61% IHinor 149 2427% Moderate 387 63 03% Major 38 6 19% Total 614 100.00% $1,193,621 Costs >4 Construction Cateaorv: Band Relocate / Replace Adjust Construct Update install Trim <emov< Grind Composite all items Composite ail Items FOCUS AREA 'B' PEDESTRIAN SIGNALS ^^Hpv Compliance Item Color Pole Banding Actuator Distance fnom Crosswalk Line Actuator Distance from Curb Line Actuator Distance from other Buttons Field Worit Deemed Non-Confonning Push Button Parallel to Direction of Crossing Actuator Height Level Clear Floor Space Clear Floor Space at Push Button Buttons are old style actuators instead of dome or arrow actuator Ped signal and actuator does not support countdown timer or audible countdown ^/egetative Obstruction in Clear Floor Space jHard Obstruction in Clear Floor |Space Uplift in Qear Floor Space Composite Scores or Costs Comjxisite Rating Category Gross Costs (some double counting occuis) Net Costs (with Maximum for ramp r^5lacement 11--, . , *. . T,* p - .p,tr « ^r"' .Kit . ' ,|- ''''''^'^'^•••••••••••••lUIS^^t^P Location Facility iD iVIap Paa Tier Existina Condition ^^II^BIr Notes Individual Item Cost; $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $250 PD SGNL A RMP143 43 2 46" Height; 50" to curb line and 68" to crosswalk 0.1 01 0.1 0.3 Minor 11,650 $1,000 PDSGNLB Rli(P143 43 2 46" Height: 48" to curb line and crosswalk 0.1 0.1 0.2 Minor $650 $650 POSGNLA RMPl 44 43 2 45.5" Height; 36" to curb line; 36" to crosswelk 0,1 0.1 0.2 Minor $650 $650 POSGNLA RMP145 42 2 45.5" Heigtit: 5' to curb line and crosswalk; no dearance around base 0.1 01 0.25 0.1 0.55 Moderate $1,850 $1,000 PO SGNLB RMP145 42 2 46" Height: exceeds 60" to crosswalk and curb Una; no clearance at base 0.1 01 0,25 0.1 0.55 Mo<terate $1,850 $1,000 PDSGNLA 42 2 46.5" Height: exceeds 60" to crosswalk and curb 0.1 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLB RMP146 42 2 46.5" Height: exceeds 60" to crosswalk and curb 0.1 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLA RMP26 43 2 45.5' Height; exceeds 5' to crosswalk and curb Una 0.1 01 01 0.3 Minor $1,650 $1,000 POSGNLA RMP27 43 2 46,5" Height; 55' to crosswalk end curb line 0.1 01 0.2 Minor $650 $650 PDSGNLB RMP27 43 2 46* Height 66' to crosswalk; 40' to curb line 0.1 0.1 01 0.3 Minor $1,650 $1,000 POSGNLA RMP4435 42 2 46' Heiglit: no clearance at base; exceeds 5' to croesnralk and curb line 0.1 0.1 0.2 Minor $650 $650 PDSGNLB 42 2 45.5' Height: no clearance at base: exceeds 5' to crosswalk and curb line; audible signal 0.1 0 0.1 Minor $50 $50 POSGNLA RMP4436 42 2 46' Height; exceeds 5' to curb line and crosswalk: exceeds 120' between signals: no clearance at base 0.1 0,25 0.1 0.45 Mtnor $850 $850 PDSGNLB RMP4436 42 2 exceeds €0' to crosswalk; exceeds 10' between signals: no clearance at base 0.1 0.25 0,1 0.45 Minor $850 $850 PDSGNLA RMP492 41 2 45.5' Height: 55' to crosswalk and curb Una 01 01 0.2 Minor $650 $650 PDSGNLB Rk4P492 41 2 46.5' Heighl; 3r to curb line: 40' to crosswalk 0.1 0.1 0.2 Minor $650 $650 POSGNLA mPA93 41 2 47' Height 34' to crosswalk and cutb line 0.1 0.1 0.2 Minor $650 $650 PDSGNLB RMP493 41 2 45.5" Height: 35' to crosswalk 0,1 0.1 0.2 Minor $650 $650 POSGNLA RMP494 41 2 48' Height: 64" to crosswalk; 60' to curb line: no clearance around any side 0.1 01 0,25 0,1 0.55 Moderate $1,850 $1,000 PD SGNL B RMP494 41 2 45' Height; no clearance at base; 70' to crosswalk and curb line. 01 01 0.25 01 0.55 Moderate $1,850 $1,000 PDSGNLA RMP496 41 2 46* Height; exceeds 5' to crosswalk; 38' to curb line 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP495 41 2 47 ,5' Height; 48' to curb line and crosswalk 01 0,1 0.2 Minor $650 $650 PDSGNL A and B(Sarr RMP528 70 2 exceeds 5' to crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLB RMP528 70 2 exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 POSGNLA RMP629 2 exceeds 5' to crosswalk and curb 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLB Rli4P529 2 exceeds 5' to crosswalk and curb None 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLA Rli«P630 2 exceeds 5' to crosswalk and curb line; no access to signal 01 01 0,25 0.1 0.55 Moderate $1,850 $1,000 PD SGNL B RMP530 2 exceeds 5' to crosswalk and curb line None 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLA RMPS31 70 2 exceeds 5' to crosswalk and curb 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLB RMP531 70 2 exceeds 5' to crosswalk and curb 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLA RMP750 98 2 47.5' Height; 19' to crosswalk and curb line 01 025 01 0.45 Minor $1,650 $1,000 PDSGNLA RMP752 98 2 46.5' Height; greater than 5' from crosswalk and curb line 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP752 98 2 46.5' Height; greater than 5' from crosswalk and curb line 01 01 01 0.3 Minor $1,650 $1,000 POSGNLA RMP754 98 2 no access; 44.5' Height: greater than 5' to crosswalk and otxb tin. 01 0.1 0,25 01 0.55 Moderate $1,850 $1,000 PDSGNLB RMP754 98 2 45.5' Height; 60' to crosswalk, 52' lo curb line 01 0.1 0.2 Minor $650 $650 PDSGNLA RMP755 98 2 47.5' Height; 74* to crosswalk and 25' to curb line 01 01 0.1 0.1 0.4 Minor $2,650 $1,000 PD SGNL B Rli«P755 98 2 47.5' Heislit 01 0,1 0.2 Minor $650 $650 PDSGNLA RMP756 89 2 46.5' Height 6' to crosswalk and curb line signal located in p.o.t. 01 01 0.25 0,1 0.55 Moderate $1,850 $1,000 PDSGNLB RMP756 89 2 47' Height 68' to crosswalk and 4r to curb line 01 0.1 0.1 0.3 Minor $1,650 $1,000 Construction Cateaorv: Band Relocate / Replace Adjust Construct Update install Trim lemov Grind Composite ail Items Composite ali items FOCUS AREA 'B' PEDESTRIAN SIGNALS ^^Hp,' Compliance Item Color Pole Banding kctuator Distance from Crosswalk Une [Actuator Oistance from Curb Une Actuator Oistance from other IButtons 1 1 push Button Parallel to jDirecton of Crossing Actuator Height Level aear Floor Spacf? 1, Clear Floor Space at Push Button Buttons are old style actuators instead of dome or arrow actuator Ped signal and actuator does not support countdown timer or audible countdown Vegetative Obstnjction in Clear Floor Space Hard Obstnjction in Clear Floor Space Uplift in aear Floor Space Composite Scores or Costs Composite Rating Categoiy Gross CosIs, (some double counting occuis) »fet Costs (with Maximum for amp replacement Location Facilitv ID iVIao Pag Tier Existina Condition ^^^^m|||||{|||||pp Notes individual Item Cost; $50 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $250 PDSGNLA RMP757 98 2 46,5' Heigtit: 32" to crosswalk and 27' to curbline 01 0,1 0.1 0.3 Minor $1,650 $1,000 PO SGNLB RMP757 98 2 45.5' Heigtit; 38' to crosswalk and 26' to curb line 01 01 01 0.3 Minor $1,650 $1,000 POSGNLA RMP130 53 2 47.5' Heigtit; 36' clear path of Iravel; 55' to crosswalk; 24' to curb line 01 01 01 0.3 Minor $1,650 $1,000 PO SGNLB RMP130 53 2 46.5' Heigtit; 36' clear path of travel, exceeds 5' to crosswalk, 24' to curb 01 01 01 01 0.4 Minor $2,650 $1,000 POSGNLA RMP131 53 2 not parallel; 45 5' Height; 48' clear path of travel; exceeds 5' to crosswalk: 36' to ouib 01 01 . 0,1 0.1 0.4 Minor $1,850 $1,000 PDSGNLB KTUA630 53 2 43' Height; 30' to crosswalk: 18' to curb line 01 0.1 0.2 Minor $650 $650 PDSGNLA KTUA631 53 2 46' Hei^t 24' to crosswalk and curb line 01 0.1 0.2 Minor $650 $650 PDSGNLA RMP490 53 2 46' Height exceeds 5' to crosswalk; ISO' between actuators 01 01 01 0.1 0.4 Minor $2,650 $1,000 PDSGNL RMP259 2 47' height less than 30' lo curb; no color coding; no audible signal 01 0.1 0.2 Minor $650 $650 POSGNLA RMP491 53 2 47.5' Height; 40' to crosswalk; 27' to curb line; no clear floor space 01 0.25 0.1 0.45 Minor $850 $850 POSGNLA RMP488 53 2 Signal non-operabonal; no clear ftoor space 01 0.25 0.1 0.45 Minor $850 $850 PDSGNLB RMP259 2 less than 30' lo curb; exceeds 10' to crosswalk; required ciear floor space cross slopes 5%; traffic control device does not have required color coding; no audible signal 01 0.25 01 01 0.55 Moderate $1,850 $1,000 PDSGNLA RMP745 AH08 2 small push button; 47' actuator height 01 0.1 01 0.3 Minor $1,250 $1,000 PDSGNLA RMP744 AH 08 2 small push button: 47' actuator height no clear floor space 01 0,25 01 01 0.55 Moderate $1,450 $1,000 PDSGNLA RMP746 AH08 2 47' actuator height; small push button 01 01 0.1 0.3 Minor $1,250 $1,000 PDSGNLA RMP747 AH08 2 small push button; 0,5' uplifts in clear floor space; no clear floor space 01 0.25 01 0.1 01 0.65 Moderate $1,700 $1,000 PDSGNLA RMP740 98 2 Height of push button 48'; small push button; no clear floor space 01 0.25 01 0.1 0.55 Moderate $1,450 $1,000 PDSGNLA RMP741 98 2 Heighl of push button 48': small push button oil pe^cuator; pe^stgnal locate'? in grooves^ ramp minimizing dear surface space 01 0,25 01 01 0.55 Moderate $1,450 $1,000 PDSGNU RMP489 AD 07 2 No clear floor space 01 0,25 0,1 0.45 Minor $850 $850 PDSGNLA RMP742 98 2 Height of push button 43'; small push button; 116" to extended crosswalk; 01 0,25 0,1 0.45 Minor $1,650 $1,000 PDSGNLA RMP743 98 2 Height of push button 48'; small push button; 12' from extended crosswalk 01 0,25 0,1 0.45 Minor $1,650 $1,000 PO SGNL A RMPl 499 4 2 <30' to curb 01 0,1 01 0.3 Minor $1,650 $1,000 N/W PD SGNL on Plaza KTUA610 4 2 not compliant 01 1 0,1 1.2 Moderate $1,650 $1,000 PDSGNL A on Plaza D KTUA608 4 2 heighl of push button; 39': exceeds 5' to crosswalk 01 01 01 0,1 0.4 Minor $1,850 $1,000 PD SGNL B on Plaza D KTUA611 4 2 height of push buttons; 39.5' 01 01 0,1 0.3 Minor $850 $850 PDSGNL A and B (San RMPl 432 12 2 heighl of push buttons; 40' and 39*; exceeds 5' to crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNLA RMP1433 12 2 heighl of push buttons; 39" 01 01 01 0.3 Minor $850 $850 PD SGNL B RMP1433 12 2 height of push buttons; 39' 01 0,1 01 0.3 Minor $850 $850 PD SGNL A and B (San RMP58 12 2 not complianl 01 1 0,1 1.2 Moderate $1,650 $1,000 PDSGNL A and B (San RMP59 12 2 height of push button A and 8; 40* 01 01 0,1 0.3 Minor $850 $850 SflV PO SGNL on Plaza KTUA613 12 2 compliant 01 0,1 0.2 Minor $650 $650 PDSGNL A and B (San RMP4609 13 2 heighl of push buttons: 40' and 40,5' 01 01 01 0.3 Minor $850 $850 PD SGNL A and B (San RMP4610 13 2 not complianl; exceeds 5' to crosswalk 01 01 0,1 0.3 Minor $1,650 $1,000 PDSGNL A and B (San RMP4611 24 2 nol complianl; exceeds 5' to crosswalk; large vertical utility box causes horizontal obstruclion 01 01 0.1 0,25 0.55 Moderate $2,783 $1,000 PDSGNL A »idB (San RMP70 24 2 not compliant; signal B exceeds 5' to crosswelk 01 01 0,1 0.3 Minor .$1,650 $1,000 PDSNGLA RM139 36 2 47' Height exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 FOCUS AREA 'B' PEDESTRIAN SIGNALS Construction Cateaory: Band Relocate / Replace Adjust Construct Update install Trim temovf Grind Composite ail items Composite ali Items FOCUS AREA 'B' PEDESTRIAN SIGNALS |^^B;T Compliance Item Cotor Pole Banding Actuator Distance from Crosswalk Line k;tuator Distance from Cuib ^ine ^tuator Distance from other IButtons FieW Woik Deemed Non-Confonning Push Button ParaHel to jOirection of Crossing i\ctuatorHei^t Level Clear Floor Space blear Floor Space at Push {Button Buttons are oW style actuators instead of dome or anow Muator Ped signal and actuator does not support counldown timer or audible counldovm Vegetabve Obstruclion in Clear Floor Space iZ 1 1 X CO UpMt in Clear Fkxx Space jcomposite Scares or Costs Composite Rating Category Gross Costs (some double counting occurs) 1 z g s i •£ 1 is -g. il z S Location Facility ID MaDPaoTi^r Existina Condition S^^^^^H^^K Individual Item Cost: $50 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $250 PO SNGL B RM139 36 2 A&' Heighl; 60" to curb and crosswalk 01 0.1 0.2 Minor $650 $650 PO SQNL A RMPI 36 37 2 not compliant; exceeds 5' to crosswalk 01 01 0.1 0.3 Minor $1,650 $2,650 $1,000 $1,0(X) PO SGNLB RMP136 37 2 47.5' Height; exceeds 5' to crosswalk; exceeds 10 between signals 01 01 025 01 0.55 Moderate $1,650 $2,650 $1,000 $1,0(X) POSGNLA RMP137 37 2 exceeds 5' to crosswalk; exceeds 10 to between signals 01 01 025 0.1 0.55 Moderate $2,650 $1,000 PDSGNLB RMP137 37 2 39' Height; exceeds 10' between signals; exceeds 5' to crosswalk 01 01 025 01 01 0.65 Moderate $2,850 $1,000 POSGNLA RMP138 37 2 nol compliant; exceeds lO'betweensignals; exceeds 5' to crosswalk 01 01 0,25 0.1 0.55 Moderate $2,650 $1,000 PDSGNLB RMP138 37 2 nol compliant; 40' Heighl; exceeds 10 between signals: exceeds 5' lo crosswalk 01 01 0,25 01 0,1 0.65 Moderate $2,850 $1,000 $1,000^" PDSGNLA RMP631 61 2 47'Height; 21'lo curb 01 0,1 0,1 0.3 Minor $1,650 $1,000 $1,000^" PDSGNL A and B (San RMP632 61 2 A and B 47' Heighl 01 0.1 0.2 Minor $650 $650 PDSGNLB RMP632 61 2 47' Height; 25' to curb and 60' to crosswalk 01 0,1 0.1 0.3 Mtnor $1,650 $1,000 POSGNLA RMP640 9S 2 46.5" Heighl; 43' to curb and 60' to crosswalk 01 01 0.2 Minor $650 $650 PDSGNLB RMP640 95 2 46' Height 28' to curb and crosswalk 01 0,1 01 0.3 Minor $1,660 $1,000 PDSGNL A and B(Sair RMP641 95 2 A; 38,5' Heighl, B: 39' Height; exceeds 10' from crosswalk 01 01 0,1 01 0.4 Minor $1,850 $1,000 POSGNLA RMP642 105 2 50' Heij^it 01 0,1 01 0.3 Minor $850 $850 PDSGNLB RMP642 105 2 exceeds 10' between signals 01 0,25 01 0.45 Minor $1,650 $1,000 POSGNLA RMP643 106 2 47.5" Height; exceeds 10' between signals; exceeds 60' to crosswalk 01 01 0,25 01 0.55 Moderate $2,650 $1,000 PO SGNLB RMP643 105 2 46' Height 01 01 0.2 Minor $650 $650 PO SIGNL A RMP862 106 2 47' Height; exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PD SIGNL B RMP862 106 2 47* Height; exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PD SGNL A and B (San-RMP863 106 2 A; 47' Height, B: 47' Height; 25' to curb and 63' to crosswalk; 32' clear p,o,t between signal pole and edge of walk heading norlh SGNL A IS tor future crossing, currentiy no ramp or sidewalk to connect to 01 01 01 0.1 0.4 Minor $2,650 $1,000 PD SGNL A and B (Sarr RMP969 119 2 A; 41' Height, B: 40' Height; 22' to curb and 50' lo aosswalk 01 01 0,1 01 0.4 Minor $1,850 $1,000 PD SGNL A and B (Sair RMP970 119 2 A; 39' Height, B; 39' Height; 15' to curb and 44' (o crosswalk 01 025 0,1 01 0.55 Moderate $1,850 $1,000 PD SGNL A and B (Sair RMP968 120 2 A; 42' Height, B; 42' Height; neither parallel lo direction of travel; 48' to crosswalk and curb 01 0,1 0.1 0.3 Minor $850 $850 PDSGNL A and B (San RMP971 120 2 A; 39' Height, B; 39' Height 18' to curb and 34' lo crosswalk sidewalk ends on either side of ramp 01 0.25 0,1 0.1 0.55 Moderate $1,850 $1,000 PD SGNL A and B (Sart RMP1000 130 2 A; 4r Height, B; 46.5' HelsJit 47' to curb and 52' to crosswalk 01 01 0.2 Minor $650 $650 PDSGNLA RMPI 001 130 2 48' Height 62' to curb and 65' to crosswalk crosswalk leads to planter and no ramp 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMPI 001 130 2 48' Heisht 65' to curb and crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNL A and B (Sart RMP999 130 2 A; 47' Height, B; 47" Height 53' lo curb and 54' lo crosswalk Jackson crosswalk heading east leads to nothing 01 0.1 0.2 Minor $650 $650 PDSGNL A (N/W RMP KTUA641 141 2 39' Height 7'2' to crosswalk and curb visual numeric countdown 01 0,25 0,1 01 0.55 Moderate $1,850 $1,000 PDSGNL A (S/E RMPi KTUA607 141 2 38,5' Height: 62' to curb line and crosswalk 01 01 0,1 01 0.4 Minor $1,850 $1,000 PDSGNL A (S/W RI^P KTUA634 141 2 40,5" Height 7'4' to crosswalk; 710" to curb line visual numeric countdown 01 0.25 0.1 0.45 Minor $1,650 $1,000 PDSGNL A and B (N/E KTUA606 141 2 38.5' Height 25" lo curb line; 30" to crosswalk visual numeric countdown 01 0.1 0,1 0.1 0.4 Minor $1,850 $1,000 PDSGNLB (S/E RMPi KTUA607 141 2 39,5" Height: 32" to curb line and crosswalk exceeds 10'between signals 01 0,1 0.1 0.3 Minor $850 $850 10 FOCUS AREA'B' PEDESTRIAN SIGNALS Construction Cateaorv: Band Relocate / Replace Adjust Construct Update Install Trim %emov( Grind Composite all items Composite ail Items FOCUS AREA'B' PEDESTRIAN SIGNALS ^^^W Ccrnpliance Item Cotor Pole Banding Actuator Dislance from jCrosswalk Line ^tualor Distance from Curb Une Actuator Distance from other Buttons Fiekl Work Deemed Non-Conforming Push Button Parallel to pireclion of Crossing Adualor Height Level Clear Floor Space Clear Floor Space at Push Button Buttons are okJ style actuators instead of dome or arrow Ped signal and actuator does inot support countdown timer or budibte oounkJown Vegetative Obstnjction in Clear Floor Space Hard Obstnictton in Qear Ftoor jSpace Uplift in Oear Ftoor Space Composite Scares or Costs t Gross Costs (some double counting occurs) Net Costs (with Maximum for ramp replacement Location Facilitv ID Mao Paa Tier Existina Conditi9n J^^^^B^HHV Notes individual Item Cost: $50 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $250 PO SGNL B RMP1201 150 2 41 height: 70' distance lo curb: exceeds 5' to crossmk; dlclmoe to opposite crosswalk exceeds 10' 01 0.1 0.25 0.1 01 0.65 Moderate $2,850 $1,000 PD SGNL A RMPI 202 150 2 41" heighl 01 0,1 01 0.3 Minor $850 $850 PO SGNLB RMP1202 150 2 41.5' height, distance to opposite crosswalk exceeds 10' 01 0.25 01 01 0.55 Moderate $1,850 $1,000 PDSGNLA RI^P1203 150 2 40' height, distance to opposite crosswalk exceeds 10' 01 0.25 0,1 01 0.55 Moderate $1,850 $1,000 PO SGNL B RMPI 203 150 2 40' height 01 0,1 01 0.3 0.3 Minor Minor $850 $850 $850 $850 PDSGNLA RMPI 204 150 2 40" height 01 0,1 01 0.3 0.3 Minor Minor $850 $850 $850 $850 PO SGNLB RMPI 204 150 2 40' height 01 0,1 01 0.3 Minor $850 $850 PDSGNLA RMPI Oil 153 2 45' Heighl: 31' to curb and 55' to crosswalk: exceeds 10* between signals 01 0,25 01 0.45 Minor $1,650 $1,000 PD SGNL A RMP1012 153 2 exceeds 10' between signals 01 0,25 0.1 0.45 Minor $1,650 $1,000 PD SGNL B RMP1012 153 2 47' Height: 51" to curb end 63' to crosswalk 01 0,1 0.1 0.3 Minor $1,650 $1,000 PD SGNL B RMP1012 153 2 exceeds 10' between signals 01 0,25 01 0.45 Minor $1,650 $1,000 PDSGNLA RMP1013 153 2 20' to curb: exceeds 5' to crosswalk 01 01 01 0.1 0.4 Minor $2,650 $1,000 PDSGNLB RMP1013 153 2 2S' to curb: exceeds 10' between signals 01 01 0.25 0.1 0.55 Motterate $2,650 $1,000 PDSGNLA RMP1014 153 2 27" to curb 01 0.1 0.1 0.3 Minor $1,650 $1,000 PDSGNLB RMP1014 153 2 20'to curb 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLA RMP1180 153 2 36'Heighl 01 0,1 01 0.3 Minor $350 $850 PDSGNLB RMP1180 153 2 39' Heighl 01 0,1 0.1 0.3 Minor $850 $850 POSGNLA RMP1181 153 2 38.5' Height: exceeds 5' to crosswalk: exceeds 10' between signals 01 0,1 0,25 0,1 01 0.65 Moderate $2,850 $1,000 PDSGNLA RMP1182 153 2 38' Height: exceeds 5' to crosswalk 01 0.1 0,1 0,1 0.4 Minor $1,850 $1,000 PDSGNLB RMP1182 153 2 38' Height: 41' lo curb and crosswalk 01 0,1 0,1 0.3 Minor $850 $850 PDSGNLB RMP1182 153 2 38' Height: 40' to crosswalk and curb 01 0,1 0,1 0.3 Minor $850 $850 PDSGNLA RMP1183 153 2 39' Height: exceeds 5' to crosswalk 01 01 0,1 01 0.4 Minor $1,850 $1,000 PDSGNLB RMP1183 153 2 38' Height; 35* to curb and crosswalk 01 01 01 0.3 Minor $850 $850 POSGNLA RMP1186 155 2 40' height, 5.5' to curb and crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNLB RMP1186 155 2 40' height, 5,5' to curb and crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 POSGNLA RMP1187 155 2 39' height 01 01 01 0.3 Minor $850 $850 PDSGNLB RMP1187 155 2 39,5' height, distance to opposite crosswalk exceeds 10* 01 025 01 01 0.55 Moderate $1,850 $1,000 PDSGNLA RMP1188 156 2 39' height exceeds 10 to crosswalk 01 0.25 01 01 0.55 Moderate $1,850 $1,000 PDSGNLB RMP1188 155 2 38' height 01 01 0.1 0.3 Minor $850 $850 PDSGNLA RMP118g 155 2 39,5' height, 9.5' to curb and crosswalk 01 0.25 01 0.1 0.55 Moderate $1,850 $1,000 PDSGNLB PDSGNL A and B (Sen RMP1189 155 2 39' heighl. 10' to curb and crosswalk 01 0.25 01 0,1 0.55 Moderate 51,850 $1,000 PDSGNLB PDSGNL A and B (Sen RMP1218 164 2 A: 45' Height. B: 45' Height: exceecfe 5' to curb end crosswalk 01 01 0,1 0.3 Minor $1,650 $1,000 PDSGNL A and B (San RMP12ig 164 2 A: 47' Height. B: 46.5' Height: exceeds 5' to crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLA RMP12ir 165 2 45.5' Height: 48' to crosswalk and 25' to curb 01 0.1 0.1 0.3 Minor $1,650 $1,000 PDSGNLA RMP1220 165 2 38' Height: 25' to curb and 28' to crosswalk chunks missing at utility box 01 0.1 0,1 0.1 0,4 Minor $1,850 $1,000 PDSGNLA RMP1264 168 2 47.5' Height: exceeds 5' to crosswalk 01 01 0,1 0.3 Minor $1,650 $1,000 PDSGNLB RMP1264 168 2 41.5' Heighl: exceeds 5'tocrosswalk;exceeds10'between signals 01 01 0.25 0.1 01 0.65 Moderate $2,850 $1,000 FOCUS AREA 'B' PEDESTRIAN SIGNALS Construction Cateaory: Band Relocate / Replace Adjust Construct Update Install Trim %efnov< Grind Composite ail Items Composite all Items FOCUS AREA 'B' PEDESTRIAN SIGNALS ^^Hp Compliance Item Lotor Pole Banding [Actuator Distance from Crosswalk Line Actuator Distance from Curb Line ^tuator Distance from other Buttons i z Push Button Parallel to Direction of Crossing i Actuator Height Level Clear Floor Space Clear Floor Space at Push Button Buttons are old style actuators instead of dome or arrow actuator Ped signal and actuator does not support countdown timer or budibte countdown Vegetalive Obstmction in Ctear .Floor Space 1 o 11 X CO Uplifl in Qear Floor Space Composite Sconas or Costs Composile Rating Category Gross Costs (some doubte counting occurs) Net Costs (with Maximum for ramp replacement Location Facilitv 10 Mao Paa Tier Existina Condition .••W^^^^^^^^Km Notes Individual Item Cost: $50 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $250 PDSGNLA RMP1689 168 2 47.5' Height: 22' to curb and crosswalk 01 0.1 0.1 0.3 Minor $1,650 $1,000 PDSGNLB RMP1689 168 2 47' Height: exceeds 5' to crosswalk: exceeds 10 between signals 01 01 026 01 0.55 Moderate $2,650 $1,000 PDSGNL A and B (San RMP1690 168 2 A: 47.5' Heighl, B: 48' Height: exceeds 5' to crosswalk: 26' to curb: 'B' nol accessible 01 01 0.1 1 0.1 1.4 titoderate $3,650 $1,000 POSGNLA RMP1376 172 2 40' Height: exceeds 5' to crosswalk 01 01 0,1 0.1 0.4 Minor $1,850 $1,000 PO SGNL B RMP1376 172 2 45,5' Height: exceeds 5' to crosswalk 01 0.1 0.1 0.3 Minor $1,650 $1,000 PD SGNL A RMP1378 172 2 43' Heighl: exceeds 5' to crosswalk 45' dearance between signal and road 01 01 0.1 0.3 Minor $1,650 $1,000 PD SGNL B RMP1378 172 2 39,5' Height: exceeds 5' to crosswalk: exceeds 10' between signals 01 01 0,25 01 0.1 0.65 Moderate $2,850 $1,000 PDSGNLA RMP1379 172 2 47' Heistit 41' to curb and crosswalk 01 01 0.2 Minor $650 $650 PDSGNLB RMPI 379 172 2 39.5' Height: exceeds 5' to crosswalk 01 01 01 0,1 0.4 Minor $1,850 $1,000 POSGNLA RMPI 380 172 2 45.5' Height: exceeds 5' to crosswalk 01 01 0,1 0.3 Minor $1,650 $1,000 PDSGNLB RMP1380 172 2 39' Height: exceeds 5' to crosswalk 01 01 0,1 0,1 0.4 Minor $1,850 $1,000 PD SGNL A RMPI 357 178 2 46.5' Height: 23' to curb line; 5'7' to crosswalk exceeds 10 between signals 01 025 01 0.45 Minor $1,650 $1,000 PDSGNLB RMPI 357 178 2 46' Height: 31' to curb line: 44' to crosswalk 01 0.1 0.2 Minor $650 $650 PDSGNLA RMP1358 178 2 40' Height 01 01 01 0.3 Minor $850 $850 PO SGNLB RMP1358 178 2 40' Height: 7'3' to crosswalk and curb Less ffien HJ'lietweeh signals 01 0.25 0,1 01 0.55 Moderate $1,850 $1,000 PDSGNLA RMP1359 178 2 45.5' Height: 48' to curb line and crosswalk 01 0.1 0.2 Minor $650 $650 PD SGNL B RMPI 359 178 2 48.25' Height: 25' to curb line and crosswalk 01 0.1 0,1 0.1 0.4 Minor $1,850 $1,000 POSGNLA RMPI 360 178 2 45.5' Heighl: 49' to curb: 58' to crosswalk 01 0.1 0.2 Minor $650 $650 PDSGNLB RMPI 360 178 2 46' Height: 23" to curb and crosswalk 01 0,1 0.1 0.3 Minor $1,650 $1,000 PDSGNLA PD SGNL B RMP1267 180 2 46' Height: 21' to curb line: 42' to crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLA PD SGNL B RMPI 267 180 2 46' Height: 30' to curb line and crosswalk 01 0.1 0.2 Minor $650 $650 PDSGNLA PO SGNLB RMP1268 180 2 46' Height: 65' to crosswalk and curb line 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLA PO SGNLB RMP1268 180 2 46' Height: 47' to crosswalk; 40' to curb line 01 0.1 0.2 Minor $650 $650 PDSGNLA RMP1269 180 2 46' Height: 64' to crosswalk: 6'9' to curb line 01 01 0.1 0.3 Minor $1,650 $1,000 PD SGNL B RMP1269 180 2 46' Height: 54' lo aosswalk and cuib tine 01 01 0.2 Minor $650 $650 PDSGNLA RMP1270 180 2 42' Height: 7'4' to curb and crosswalk 01 0,25 01 0.45 Minor $1,650 $1,000 PDSGNLB RMP1270 180 2 39' Height 6'8' to crosswalk; 6'5" to curb 01 01 0,1 01 0.4 Minor $1,850 $1,000 POSGNLA RMP1363 182 2 47' Heighl 01 01 0.2 Minor $650 $650 PDSGNLB RMP1363 182 2 46.5' Height 01 0.1 0.2 Minor $650 $650 PDSGNLA RMPI 364 182 2 47' Height: exceeds 5' to crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 PD SGNL B RMPI 364 182 2 48' Height: broken traffic box causing obstruclion; exceeds 5' to crosswalk: not parallel to p.o.t. 01 0.1 01 0.1 0.25 0.65 Moderate $2,983 $1,000 PDSGNLA RMPI 365 182 2 47' Height exceeds 5' to crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 PD SGNL B RMPI 365 182 2 46' Height 01 0.1 0.2 Minor $650 $650 PD SGNL A PDSGNLB RMP1366 182 2 48' Height 01 01 0.2 Minor $650 $650 PD SGNL A PDSGNLB RMPI 366 182 2 48' Height 01 01 0.2 Minor $650 $650 POSGNLA RMP4ie7 194 2 39.5' height 01 01 01 0.3 Minor $850 $850 Construction Cateaorv: Band Relocate / Replace Adjust Construct Update Install Trim iemov< Grind Composite all Items Composite all Items FOCUS AREA'B' PEDESTRIAN SIGNALS ^^HP^'" Compliance Item Cotor Pole BancSng Actuator Distance from Crosswalk Line Actuator Distance from Cuib pne ^tuator Distance from other Buttons FiekJ Work Deemed Non-Conforming Push Button ParaHel to IDireclion of Crossing Actuator Height ^evel Clear Floor Space Ctear Ftoor Space al Push •Button Buttons are old style actuators instead of dome or anow Muator IPed signal and actuator does not support countdown timer or laudibie counldown Vegetalive Obstrucbon in Clear Floor Space Hard Obstnjctton in Clear Floor Space Uplift in Qear Ftoor Space Composite Scores or Costs Composite Rating Categoiy Gross Costs (some doubte counting occurs) Net Costs (with Maximum for ramp replacement Location Facility ID Mao Paa Tier Existina Condition Notes Individual Item Cost: $50 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $250 PD SGNL B RMP4167 194 2 40' hel^t 01 01 0.2 Minor $650 $650 PDSGNLA RMP4168 194 2 39' hel^l 01 0.1 01 0.3 Minor $850 $850 PDSGNLB RMP4168 194 2 39' height: distance between signal poles exceeds 10' 01 025 0,1 01 0.55 Moderate $1,850 $1,000 PD SGNL A RMP4165 195 2 39.5' height 01 01 01 0.3 Minor $850 $850 PDSGNLB RMP4165 195 2 41.5' height: distence between signal poles exceeds 10' 01 0.25 0,1 01 0.55 Moderate $1,850 $1,000 PDSGNLA RMP4166 195 2 40' height 01 01 .0.1 0.3 Minor $850 $850 PDSGNLB RMP4166 195 2 40' height: distance between sigrial poles exceeds 10' 01 0.25 01 0.1 0.55 Moderate $1,850 $1,000 POSGNLA RMP1414 197 2 48' Height exceeds 5' to crosswalk and curb: exceeds 10'between signals 01 01 0.25 0.1 0.55 Moderate $2,650 $1,000 PO SGNLB RMP1414 197 2 46.5' Height: exceeds 5' to crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLA RMP1416 197 2 47.5' Height: exceeds 5' to crosswalk and curb 01 01 0.1 0.3 Minor $1,650 $1,000 PD SGNL B RMP1416 197 2 47' Height: exceeds 5' to crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLA RMP1417 197 2 48' Heighl: exceeds 10' between signals 01 0.25 0.1 0.45 Minor $1,650 $1,000 PDSGNLB RMP1417 197 2 46' Height: exceeds 5' to crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLA RMP1381 200 2 51.5' Height: 20' to curb and crosswalk 01 0,1 0.1 0.1 0.4 Minor $1,850 $1,000 PDSGNLB RMP1381 200 2 46.5' Height: exceeds 5' lo curb and crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 POSGNLA RMP1382 200 2 48' Height: exceeds 5' to crosswalk and curb 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLB RMPI 382 200 2 non-compliant: exceeds 5' to crosswalk: 28' to curb: sigial not accessible 01 01 0.1 1 0.1 1.4 Moderate $3,650 $1,000 POSGNLA RMPI 383 200 2 non-compliant 01 1 0.1 1.2 Moderate $1,650 $1,000 PDSGNLB RMP1383 200 2 non-compliant 01 1 0.1 1.2 Moderate $1,650 $1,000 POSGNLA RMPI 384 200 2 exceeds 10' between signals: 47.5' height: no clearance 01 0.25 0.25 0.1 0.7 Moderate $1,850 $1,000 PDSGNLB RMPI 384 200 2 46.5' Height: exceeds 5' to curb and crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP1715 204 2 40' heighl 01 0,1 0.1 0.3 Minor $850 $850 PD SGNL B RMP1715 204 2 40' hel^l 01 01 0.1 0.3 Minor $850 $850 RMP 1716 PD SGNL RMP1716 204 2 signal pole 72' to crosswalk and cuib; pole obstruction in path oflravel, see photo 0115 01 01 0,1 0.25 0.55 Moderate $2,783 $1,000 N/E PD SGNL A and B KTUA599 204 2 A: 39' height; B: 38.5' height; 27" to curb and orosswalk 01 0,1 01 0.1 0.4 Minor $1,850 $1,000 S/E PDSGNL A and B KTUA600 204 2 A: 39' height: B: 39' height: 29' to curb and crosswalk 01 0.1 0,1 0.1 0.4 Minor $1,850 $1,000 PDSGNLA RMPI 854 212 2 37.5' height 01 01 01 0.3 Minor $850 $850 PDSGNLB RMPI 854 212 2 38' height 01 01 0.1 0.3 Minor $850 $850 PDSGNLA RMP1855 212 2 47.5' height 01 01 0.2 Minor $650 $650 PD SGNL B RMPI 855 212 2 47' height: 90* from signal pole to curb and sidewalk 01 0,25 01 0.45 Minor $1,650 $1,000 PD SGNL A and B (San-RMP4754 212 2 A: 39' height; B: 39' height 01 01 01 0.3 Minor $850 $850 PDSGNLA RMP4755 212 2 40' heighl 01 01 01 0.3 Minor $850 $850 PD SGNL B RMP4755 212 2 3g.5' heighl 01 01 01 0.3 Minor $850 $850 PDSGNLA RMP1990 217 2 40.5' Height; 56* to crosswalk: 40* to curb line 01 01 01 0.3 Minor $850 $850 POSGNLA RMP1803 218 2 42' Height 01 01 0.2 Minor $650 $650 PDSGNLB RMP1803 218 2 41.5' Height 01 01 01 0.3 Minor $850 $850 POSGNLA RMP1995 218 2 42' Heighl 01 01 0.2 Minor $650 $650 ^3 Construction Catec^ory: Band Relocate / Replace Adjust Construct Update Install Trim temovi Grind Composite all Items Composite ail items FOCUS AREA 'B' PEDESTRIAN SIGNALS ipliance Item ICotor Pote Bandng Actuator Oistance from Crosswalk Line Actuator Distance from Curb Line Actuator Oistance from other Buttons FiekJ Woric Deemed Non-Confonning Push Button Parallel to Direction of Crossing Actuator Height Level Clear Floor Space Ctear Floor Space at Push Button Buttons are old style actuators instead of dome or anow actuator Ped signal and actuator does not si^jport countdown timer or aix&ie countdown Vegetalive Obstruction in Clear Floor Space Hard Obstnjctton in Clear Floor Sjoace Uplift in Ctear Ftoor Space Conposite Scores or Costs Composite Rating Category Gross Costs (some doubte counting occuis) Net Costs (with Maximum for ramp replacement ^•THHHHHHMHHHHBHI^^^^P Location Facility ID Mao Pao Tier Existina Condition '^ffiPRPHRIIniP' Nytes Individual Item Cost: $50 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $250 PD SGNL B RMP1995 218 2 42' Height; 19' to curb and crosswalk 01 025 0.1 0.45 Minor $1,650 $1,000 POSGNLA RMPI 996 218 2 42' Height 01 0.1 0.2 Minor $650 $650 PO SGNLB RMPI 996 218 2 47' Height: 77' to crosswalk and curb line 01 01 0.1 0,1 0.4 Minor $1,850 $1,000 POSGNLA RMP1997 216 2 41,5' Height: over 10' between signals 01 0.25 0.1 0.1 0.55 Moderate $1,850 $1,000 PDSGNLB RMP1997 218 ^ 2 41.5'Heighl 01 01 0.1 0.3 Minor $850 $850 RMP 2043 PDSGNL RMP2043 221 2 not compliant no relation to crosswalk or 'ramp'; median obstructs crosswalk crossing El Camino Real; see photos 01 0.25 0.25 1 01 0.1 0,25 2.05 Major $4,983 $1,000 PDSGNLA RMP2044 221 2 40' heighl 01 01 0.1 0.3 Minor $850 $850 PDSGNLB RMP2044 221 2 40' height distance between signal poles exceeds 10' 01 0.25 0.1 0.1 0.55 Moderate $1,850 $1,000 PDSGNLA RMP2045 221 2 40' hei^t 01 0.1 0.1 0.3 Minor $850 $850 PDSGNLB RMP2045 221 2 40' hal^t: distance between signal poles sxceads 10 01 025 0.1 0.1 0.55 Moderate $1,850 $1,000 PDSGNLA RMP2046 221 2 not compliant 01 1 0.1 1.2 Moderate $1,650 $1,000 PDSGNLA RMP2047 221 2 not compliant 01 1 0,1 1.2 Moderate $1,650 $1,000 POSGNLA RMP2166 226 2 39' Height; 24' to curb line; 48' to crosswalk 01 0.1 0.1 0.1 0.4 Minor $1,850 $1,000 POSGNLA and B RMP2167 226 2 42' Height: 7'1' to curb line and crosswalk 01 0.25 0.1 0.45 Minor $1,650 $1,000 PDSGNLA RMP2168 226 2 39.5' Height; 7'4' to crosswalk: 6'9' to curb line 01 0.25 0.1 0.1 0.55 Moderate $1,850 $1,000 PDSGNLA RMP1988 227 2 40' Height: 33' to curb line and crosswalk 01 0.1 0.1 0.3 Minor $850 $850 PDSGNL A and B RMP1989 227 2 41' Height: 5'8' to crosswalk: 5'6' to curbline 01 01 0.1 0.1 0.4 Minor $1,850 $1,000 PDSGNLA RMP2189 231 2 46' Height; 28' to curb line; 82' to crosswalk 01 01 0.1 0.1 0.4 Minor $2,650 $1,000 PDSGNLA RMP2190 231 2 46' Height; 58' to curb line: 7' to crosswalk exceeds 10 between signals 01 01 0.25 0.1 0.55 Moderate $2,650 $1,000 PDSGNLB RMP2190 231 2 45.5' Height: 35' to curb line and crosswalk 01 0.1 0.2 Minor $650 $650 PDSGNLA RMP2192 231 2 46' Height; 5'4' to crosswalk; 62' to curb line 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLA RMP2191 232 2 46' Height; 76' to curb line and crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLB RMP2191 232 2 41' Height; 24: to curb line; 67' to crosswalk Path of Iravel uneven w/0.5" i^ilHls 01 01 01 0.1 0.4 Minor $1,850 $1,000 PDSGNLB RMP1072 233 2 46.5' Height; 62' to curb line; 81' to crosswalk 01 01 01 0,1 0.4 Minor $2,650 $1,000 POSGNLA RMP2127 233 2 45.5' Height; 83' to curb line; 93' to crosswalk; no clearance al base 01 0.25 0.25 0.1 0.7 MiMterate $1,850 $1,000 POSGNLA RMP2128 233 2 46' Height: 67' to curb line: 6'6' to crosswalk exceeds 10'between signals 01 01 01 0.3 Minor $1,650 $1,000 PO SGNL B RMP2128 233 2 46.5' Height; 63' to crosswalk; 5'1' to curb line 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP2129 233 2 46' Height: 69' to crosswalk; 65* to curb line 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP2129 233 2 45,5' Height; 80' to crosswalk and curb line 0,1 01 01 0.3 Minor $1,650 $1,000 POSGNLA RMP2130 233 2 46.5' Heighl; 53' to curb line: 73' to crosswalk 01 01 0.2 Minor $650 $650 PO SGNL B RMP2130 233 2 46' Height 6' to crosswalk and curb line 01 01 0.2 Minor $650 $650 S/W PDSGNL A at EK RMP2075 236 2 47' height 01 01 0.2 Minor $650 $650 SW PDSGNL Bat El C RMP2075 236 2 47' height 65' distance to cirb line and extended crosswalk 01 01 01 0.3 Minor $1,650 $1,000 NW POSGNLA at BC RMP2076 236 2 47" heighl push button A is on the outside for E/VV crossing 01 01 0.2 Minor $650 $650 FOCUS AREA'B' PEDESTRIAN SIGNALS Construction Cateaorv: Band Relocate / Replace Adjust Construct Update Install Trim {emovi Grind Composite all Items Composite ail Items FOCUS AREA'B' PEDESTRIAN SIGNALS ^^H^- Compliance Item ^otor Pote Banding Actuator Distance from prosswalk Line Wituator Dislance from Cuib Line Actuator Oistance from other Buttons Fiekl Wori( Deemed Non-Confonning Push Button ParaNel to pirection of Crossing ^lor Height Level Ctear Floor Space Ctear Floor Space at Push Button Buttons are old style actuators instead of dome or arrow bctualor Ped signal and actuator does ;not support countdown timer or audibte countdown Vegetative Obstrucbon in Ctear Floor Space iHard Obstniction in Clear Ftoor ISpace LIpMt in aear Ftoor Space Composite Scores or Ckists Composite Rating Category Gross Costs (some doubte counting occurs) Net Costs (with Maximum for ranp replacement Location Facilitv ID Mao Paa Tier Existina Condition =!SIIIIIIIII^KK^^^^m^ Note^ Individual Item Cost: $50 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $250 N/W PD SGNL B at El C RMP2076 236 2 46.5" height: 21.5' to curti Una and 25" to extended crosswalk 01 0.1 0.1 0.3 Minor $1,650 $1,000 N/EPOSGtJLAetEIC RMP2077 236 2 46' hel^L push iMtton is not directly parallal to dtracHcn of travel path of Iravel around signal pole is not compliant: pole obstructs path of travel to bus stop lo Ihe north 01 01 0.1 0.3 Minor $850 $850 N/EPDSGNLBslEIC RMP2077 236 2 46.5' height: 29' dislance to curb line and greater than 10' distance to extended crosswalk: 01 0.25 0.1 0.1 0.55 Moderate $2,650 $1,000 S/E PDSGNL A at El C RMP2078 236 2 47,6' height, 19' to curb line and extended crosswalk 01 0.25 0.1 0.45 Minor $1,650 $1,000 S/E PD SGNL B at El C RMP2079 236 2 46' height 24' to curt) line and extended crosswalk: exceeds 10' distance between signal poles 01 0.1 0.25 0.1 0.55 Moderate $2,650 $1,000 N/W PDSGNL A on Ma N/W PDSGNL 8 on Ma RMP2336 239 2 37' height, 44' distance lo curb line and extended crosswalk (2) 1' wide expansion joints in direct path of Iravel across street 01 01 0.1 0.3 Minor $850 $850 N/W PDSGNL A on Ma N/W PDSGNL 8 on Ma RMP2336 239 2 46' height 47' to curb line and extended crosswalk 01 0.1 0.2 Minor $650 $650 N/E PDSGNL A on Mar RMP2337 239 2 46' height, 53' distance to curb line and extended crosswalk 01 0.1 0.2 Minor $650 $650 N/E PD SGNL B on Mar RMP2337 239 2 46' height, 46' distance to curb line and extended crosswalk: distance babmn signal poles exceeds 10' 01 025 0.1 0.45 Minor $1,650 $1,000 S/E PD SGNL A on Mar RMP2338 239 2 2 40' height 01 0.1 0.2 Minor $650 $650 S/E PD SGNL B on Mar RMP2338 239 2 2 39' height: 54' distance to curb line: 60' distance to extended crosswalk 01 0.1 0.1 0.3 Minor $850 $850 S/W PDSGNL A on Mai RMP2339 239 2 45,5' height: push button not parallel to direction of travel 01 0.1 0.1 0.3 Minor $850 $850 S/W PD SGNL B on Ma RMP2339 239 2 45' hel^l: 78' distance to curb line and extended crosswalk: push button not parallei to direction oflravel push button 6 is a new accessible signal with auctble lone 01 0.1 01 0.3 Minor $850 $850 S/W PD SGNL A at El C RMP3742 239 2 46' heighl, 28' distance to curb line and extended crosswalk 01 0,1 0.1 0.3 Minor $1,650 $1,000 S/W PDSGNL Bat El C RMP3742 239 2 44' height, 83" distance to curb line and extended crosswalk 01 01 01 0.3 Minor $1,650 $1,000 N/W PDSGNL A al El C RMP3743 239 2 39' height, 48' distance to curb line and extended crosswalk 01 0.1 01 0.3 Minor $850 $850 N/W PD SGNL B at El C RMP3743 239 2 44' height, 54' distance to curb line and extended crosswalk 01 0.1 0.2 Minor $650 $650 N/E PDSGNL A at El C RMP3746 240 2 39' height push button A is a new accessible signal with audiatrie lone 01 01 01 0.3 Minor $850 $850 N/E PD SGNL B at El C RMP3746 240 2 46' height: 31' distance to cub line and extended aosswalk 01 01 0.2 Minor $650 $650 S/E PO SGNL A on El C RMP3747 240 2 45' height 3 ramp directional 01 01 0.2 Minor $650 $650 S/E PDSGNL A on BC RMP3748 240 2 46' height: 50' distance to cixb line, 63' dstance to E/W crossing, 5r distance to N/S crossing 4 ramp directional 01 01 0.1 0.3 Minor $1,650 $1,000 S/E PD SGNL A on B C RMP3227 244 2 46,5' height. 24' distance to curb line and 45' distance to extended crosswalk 05' uplifted expansion joint in direct peth of travel 01 0.1 01 0.3 Minor $1,650 $1,000 S/E PDSGNLB on BC RMP3227 244 2 46' height, 28' distance to curb line and 59' to extended crosswalk: exceeds 10' distance between poles 01 0,1 0.25 0.1 0.55 0.2 Moderate $Z650 $1,000 N/E PDSGNL A on BC RMP3228 244 2 43' height, 31' distance to cijb line and 60' dislance to extended crosswalk 01 0.1 0.55 0.2 Minor $650 $650 N/E PDSGNLB on BC RMP3228 244 2 47.5' height, 21' distance to curb line and 27' distance to extended crosswalk 01 0,1 01 0.3 Minor $1,650 $1,000 N Construction Cateaorv: Band Relocate / Replace Adjust Construct Update Install Trim {emov< Grind Composite all Items Composite all Items FOCUS AREA 'B' PEDESTRIAN SIGNALS ^^^B- (Compliance Item Cotor Pote Banding Actuator Distance from Crosswalk Line ^tuator Oistance from Cuib ^ne Actuator Oistance from other Buttons FieM Worii Deemed Non-Conforming Push Button Parallel to Directton of Crossing Actuator Height Level Clear Floor Space Clear Floor Space at Push Button Buttons are okJ style actuators instead of dome or arrow actuator Ped signal and actuator does not support countdown timer or audibte countdown Vegetabve Obstmction in Clear IFloor Space Haid Obstructton in Clear Ftoor iSpace Uplift in Qear Ftoor Space jcomposite Scores or Costs Composite Rating Category Gross Costs (some dot *)te counting occurs) Net Costs (with Maximum for ramp replacement Location Facilitv 10 Mao Paa Tier Existina Condition ^HjUPHH^m^' Not«s Individual Item Cost: $50 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $6100 $600 $100 $1,133 $250 N/W PDSGNL A on El ( RMP3229 244 2 45' height, 15' distance to curb line and extended crosswalk, parallel lo crosswalk 01 0.25 0.1 0.45 Minor $1,650 $1,000 NW PD SGNL B on B I RMP3229 244 2 46' height, 47.5' distance to curb line and 51' to extended crosswalk. 01 0.1 0.2 Minor $850 $650 S/W POSGNLA on B( RMP3230 244 2 45' heighl duplicate push button A (same pole) is 54' distance to curb line & 20' distance to extended crosswalk 01 01 0.2 Minor $650 $650 S/W PD SGNL B on El C RMP3230 244 2 45' height, 36' distance lo curb line and extended crosswalk 01 01 0.2 Minor $650 $650 S/E PD SGNL A on B C RMP4612 248 2 46' height: 70' distance to curb line and extended crosswalk 01 01-01 0.3 Minor $1,650 $1,000 N/E PDSGNL A on BC RMP4613 248 2 48.5' height 01 0,1 01 0.3 Minor $850 $850 N/E PD SGNL B on B C RMP4613 248 2 48' height: 62' distance to curb line and extended crosswalk 01 01 01 0.3 Minor $1,650 $1,000 N/W PD SGNL on El Ca RMP4614 248 2 45.5' height, 19' distance to curb line and extended crosswalk 01 025 01 0.45 Minor $1,650 $1,000 S/E PDSGNL A on BC RMP3331 251 2 44' height audible signal 01 0.1 0.2 Minor $650 $650 S/E PD SGNL B on B C RMP3331 251 2 44' height: exceeds 5' distance to extended crosswalk and curb line 01 01 0.1 0.3 Minor $1,650 $1,000 N/E PDSGNL A on BC RMP3332 251 2 46' height: 58' distance to curb line, parallel to crosswalk 01 01 0.2 Minor $650 $650 N/E PD SGNL B on B C RMP3332 251 2 40' height, 31' to curb line and extended crosswalk: exceeds 10' In between signal poles 01 025 01 0.1 0.55 Moderate $1,850 $1,000 N/W PDSGNL A on B RMP3333 251 2 38,6" heighl 01 01 0.1 0.3 Minor $850 $850 N/W PD SGNL B on B RMP3333 251 2 38' height exceeds 5' dislance to extended crosswalk: 23' distance to curb line 01 0.1 01 01 0.1 0.5 Moderate $2,850 $1,000 S/W PDSGNL A on BC RMP3334 251 2 47' height 01 0.1 0.2 Minor $650 $650 S/W PDSGNLB on BC RMP3334 251 2 47* height 22* distance to curb line: 42* distance to extended crosswalk 01 0,1 0.1 0.3 Minor $1,650 $1,000 PD SGNL A at B Camin KTUA621 257 2 39' Height: 5' to curb line and 8' to crosswalk 01 0.1 0,1 0.1 0.4 Minor $1,850 $1,000 PDSGNL A at NERMP KTUA620 257 2 38' Height: 46' lo crosswalk and 40' to curb line 01 0,1 0.1 0.3 Minor $850 $850 PD SGNL A at SE RMP KTUA623 257 2 37' Height: 21' to crosswalk and curb line 01 0,1 0,1 0.1 0.4 Minor $1,850 $1,000 PDSGNL Bat NERMP KTUA623 257 2 38.5' Height: 46' to crosswalk and 40' to curbline 01 0,1 0.1 0.3 Minor $850 $850 PDSGNLA RMP2597 260 2 48' Height: exceeds 5' to crosswalk and curb 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP2597 260 2 48.5' Height: 38* to curb and 38' to crosswalk: exceeds 10' between signals 01 0,25 0,1 0,1 0.55 Moderate $1,850 $1,000 POSGNLA RMP2837 260 2 nol accessible: exceeds 5' to crosswalk and curb line 01 01 0,1 0.3 Minor $1,650 $1,000 PDSGNLB RMP2837 260 2 38* Height 33* to curb line and 49* to crosswelk: exceeds 10 batwnn signals 01 0,25 01 0,1 0.55 Moderate $1,850 $1,000 POSGNLA RMP2840 260 2 48' Height 38" to crosswalk and 26' to curb 01 0,1 0,1 0.3 Minor $1,650 $1,000 PDSGNLB RMP2840 260 2 42' Height 18" to curb and 36' to crosswalk 01 025 0,1 0.45 Minor $1,650 $1,000 POSGNLA RMP2938 260 2 37.5' Height exceeds 5' to cuib and crosswalk 01 01 0,1 0,1 0.4 Minor $1,850 $1,000 PDSGNL B RMP2938 260 2 not accessible: 5' to curb however exceeds 5' to crosswalk: exceeds 10 between signals 01 01 0,25 01 0.55 Moderate $2,650 $1,000 PDSGNLA RMP2595 266 2 40' Height 24' to curb end 60' to crosswalk 01 0,1 0,1 0,1 0.4 Minor $1,850 $1,000 PDSGNLB RMP2595 266 2 48' Height 21' to cuib and exceeds 5' to crosswalk: exceeds 10' between signals 01 01 0,1 025 0,1 0.65 l\3oderate $3,650 $1,000 POSGNLA RMP2596 266 2 38' Height 25' to cuib line and 61' to crosswalk 01 01 0,1 0,1 0,1 0.5 Moderate $2,850 $1,000 PDSGNLB RMP2596 266 2 46' Height 25' to curb and 34' to crosswalk: exceeds 10' between signals 01 0,1 0,25 0,1 0.55 Moderate $2,650 $1,000 POSGNLA RMP2598 266 2 46' Height 26' to curb and exceeds 5' to crosswalk 01 0.1 0,1 0.1 0.4 Minor $2,650 $1,000 PDSGNLB RMP2598 266 2 48' Height 22' to cuib; exceeds 5' to crosswalk 01 01 0,1 0.1 0.4 Minor $2,650 $1,000 POSGNLA RMP2342 269 2 39' Height 36' to curb line and greater then 5' to crosswalk 01 01 0,1 0.1 0.4 Minor $1,850 $1,000 Construction Cateaorv: Band Relocate / Replace Adjust Construct Update Install Trim ?emov< Grind Composite all Items Composite all Items FOCUS AREA'S' PEDESTRIAN SIGNALS ^^Hp'' Compliance Item Cotor Pote Banding Actuator Dislance from jCrosswalk Line Actuator Distance from Curb jUne Actuator Distance from other iButtons FieW Work Deemed Non-iConfomiing Push Button Paraltel to jOireclion of Crossing Actuator Heighl Level Qear Floor Space Clear Floor Space at Push Button IButtons are old style actuators iinstead of dome or arrow Actuator Ped signal and actuator does Inot support countdown timer or Audibte countdown Vegetative Obstruclion in Ctear Floor Space iHard Obstniction in Clear Floor iSpace Uplift in Qear Ftoor Space Composite Scores or Costs Composite Rating Categoiy Gross Costs (some doubte counbng occurs) Net Costs (with Maximum for |ramp replacement Location Ffl(fi|ltY IP Map Pao Tjer Existina Condition iH^^^^^^^H^ "o^? Individual Item Cost: $50 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $250 PD SGNL B RMP2342 269 2 40' Height: 27' to curb line and 49' to crosswalk 01 0.1 01 0,1 0.4 Minor $1,850 $1,000 PDSGNLA RI^P2343 269 2 41' Height: 16' to curb line and crosswalk 01 025 01 0,1 0.55 Moderate $1,850 $1,000 PDSGNLB RMP2343 269 2 41' Height: 26' to curb line and crosswalk 01 01 0,1 0,1 0.4 Minor $1,850 $1,000 PDSGNLA RMP2344 269 2 39' Height: exceeds 5' to curb line and crosswalk 01 01 01 0,1 0.4 Minor $1,850 $1,000 PDSGNLB RMP2344 269 2 39* Height: 39' to curb line and 46' to crosswalk: exceeds 10 between signals 01 0.25 01 0,1 0.55 Moderate $1,850 $1,000 PDSGNLA RMP2345 269 2 39' Heighl: 37' to curb line and 44' to crosswalk 01 0,1 0,1 0.3 Minor $850 $850 PDSGNLB RMP2345 269 2 39* Heighl: 32' to curb line end 44' lo crosswalk: exceeds 10 between signals 01 025 0,1 0,1 0.55 Moderate $1,850 $1,000 PDSGNLA RMP2504 276 2 45.5' Height: 19' to curb line and exceeds 5' to crosswalk 01 01 0.25 0,1 0.55 Moderate $2,650 $1,000 PDSGNLB RMP2504 276 2 41* Height: 25' to curb line and 34' lo crosswalk: exceeds lO'betweensignals 01 01 0.25 01 0,1 0.65 Moderate $2,850 $1,000 POSGNLA RMP2505 276 2 47' Height 14' to curb line and 24' to crosswalk 01 0.25 0,1 0.45 Minor $1,650 $1,000 PO SGNLB RMP2505 276 2 49' Height: 33' to curb line and 64' to crosswalk: exceeds 10' between signals 01 01 025 0,1 0,1 0.65 Moderate $2,850 $1,000 POSGNLA RMP250e 276 2 46' Height: 27* to curb line: exceeds 5' to crosswalk 01 01 01 0.1 0.4 Minor $2,650 $1,000 PO SGNLB RMP2506 276 2 48' Height: 24* to curb line: exceeds 5' to crosswalk: exceeds 10' between signals 01 01 01 0,25 0.1 0.65 Moderate $3,650 $1,000 POSGNLA RMP2507 276 2 47' Height: 19' to curb line and exceeds 5' to crosswalk 01 01 0.25 0.1 0.55 Moderate $2,650 $1,000 PDSGNLB RMP2507 276 2 46.5' Height: 26* to curb line: exceeds 5' to crosswalk: exceeds 10' between signals 01 01 0.1 025 0.1 0.65 Moderate $3,650 $1,000 PDSGNLA RMP3078 281 2 39* Height: exceeds 5' to curb line and crosswalk; button not accessible 01 01 0,1 0.25 0.1 0.65 Moderate $2,050 $1,000 PDSGNLA RMP3079 281 2 39' Height: exceeds 5' to curb line and crosswalk 01 01 0,1 0.1 0.4 Minor $1,850 $1,000 PDSGNLB RMP3079 281 2 38.5' Height: 60' to curb: exceeds 5' to crosswalk: exceeds 10' between signals 01 01 025 0,1 0.1 0.65 Moderate $2,850 $1,000 POSGNLA RMP3080 281 2 36* Heighl: 21 * lo curb line and crosswalk 01 0.1 0,1 0.1 0.4 Minor $1,850 $1,000 PDSGNLB RMP3080 281 2 40* Height: 20* to curb line and 30* to crosswalk: exceeds 10' between signals 01 01 025 0,1 0.1 0.65 Moderate $2,850 $1,000 POSGNLA RMP4781 . 281 2 40* Height: exceeds 5' to curb line and crosswalk 01 01 0,1 0.1 0.4 Minor $1,850 $1,000 POSGNLA RMP1004 2 utility w/0.25' uplift directly below actuator: 20' to curb and crosswalk 01 0.1 0.1 01 0.4 Minor $1,900 $1,000 PDSGNLB RMP1004 2 48.5' Height: 24' to curb and crosswalk 01 0.1 01 0.1 0.4 Minor $1,850 $1,000 PD SGNL B RMPI 005 2 4/' Height: 28' to curb: required Hoor space cross slope 4-6'%: no required color coding or audible signal 01 0.1 0,25 0.1 0.55 Moderate $1,850 $1,000 PDSGNLA RMPI 006 2 insufficient floor space clearance • 25': no required color coding or audible signal 01 0,25 01 0.45 Minor $850 $850 POSGNLA RMPI 009 2 exceeds 5' Irom crosswalk: not paralell vtl p.o.t.: no required color coding: no audible signal: required clear floor space cross slopes 8%: exceeds 10' between signals 01 01 025 01 0.25 0.1 0.9 Moderate $3,050 $1,000 POSGNLA RMP1010 2 exceeds 5' to crosswalk: no required color coding or audible signal: required clear floor space cross slope 7% 01 01 0.25 01 0.55 Moderate $1,850 $1,000 PD SGNL B RMP1010 2 49" Height required clear floor space cross slope 7%: no required color coding or audible signal 01 0.1 0.25 0.1 0.55 Moderate $1,050 $1,000 PDSGNLA RMP1377 2 required clear floor space cross slopes 4-8'%: no required color coding or audible signal: exceeds 10' between signals 01 0,25 0.26 01 0.7 Moderate $1,850 $1,000 PDSGNLB RMP1377 2 40.5' Height: required clear tloor space cross slopes 3-5,51^: no required color coding or audible signal: exceeds 10' between signals 01 0,25 0.1 0.25 01 0.8 Moderate $2,050 $1,000 POSGNLA RMP1415 2 47' Height: insuflcient floor space clearance - 20*: no required color coding or audible signal 01 0,25 01 0.45 Minor $850 $850 PDSGNLB RMP1415 2 4/' Height exceeds 5' to crosswalk: no required color coding: required floor spece cross slopes 4% 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNL A and B (San RMP2047 2 minimal actuator access located edjeceni to steep hillside ceusing dangerous condilions: 39' height no required color coding or audible signal dangerous condition 01 01 0,25 01 0.55 Moderate $1,050 $1,000 POSGNLA RMP3168 2 no required cdor coding or auifble signal 01 01 0.2 Minor $650 $650 1^ FOCUS AREA 'B' PEDESTRIAN SIGNALS Construction Cateaorv: Band Relocate / Replace Adjust Construct Update Install Trim temovt Grind Composite all Items Composite all Items FOCUS AREA 'B' PEDESTRIAN SIGNALS Wt^Km^ Compliance Item Cotor Pote Banding Actuator Distance from Crosswalk Line Actuator Oistance from Cuib pne Actuator Distance from other Buttons FieW Work Deemed Non-Confonning Push Button Parallel to Direction of Oossing 1 Actuator Height 1 (.evel (^lear Floor Space Ctear Floor Space at Push IBulton Buttons are old style actuators instead of dome or airow actuator |Ped signal and actuator does |nol sujoport countdown timer or budibte counldown Vegetabve Obstmction in Clear Floor Space Hard Obstnictton in Clear Ftoor Space Uplift in Ctear Ftoor Space jComposite Scores or Costs Composite Rating Category i o J Net Costs (with Maximum for ranp replacemeni Location Facilitv ID Mao Pan Tier ^^istinp Condition WtKI/KKKKKKKm Individual Item Cost: $60 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $S00 $600 $100 $1,133 $250 PD SGNL B RMP3168 2 42' clear and utility box w/ gaps and uplitts in p.o.t, next to pole: no required color coding or audible signal 01 025 0,1 0.25 0.7 Moderate $1,983 $1,000 POSGNLA RMP3169 2 exceeds 5'to crosswalk: no required color coding or audible sighel: 44'clear p.o.t. at base: exceeds 10' between signels 01 01 0,25 0,25 0.1 0.8 Moderate $2,850 $1,000 PO SGNLB RMP3169 2 41' clear p.o.t. at base w/ utility box w/ uplifts In p.o.t,: exceeds 10' between signals 01 0,25 0,1 0,25 0.1 0,25 1.05 Moderate $3,183 $1,000 PDSGNL A and B (San RMP4611 2 40' Height: required clear floor space slopes exceed 2%: no audible signal or required color coding 01 0,1 0.1 0.3 Minor $850 $850 PDSGNLB RMP4ei1 2 4/' Heigiit: exceeds 60' to crocswalK: no requirad color coding or audible signal: exceeds 10' between signals 01 01 0,25 0.1 0.55 M$iderale $2,650 $1,000 S/E POSGNLA and 8 ( KTUA600 204 2 A: 39' height: B: 39' helglit: 29' to curb and crosswalli 01 01 01 0.1 0.4 Minor $1,850 $1,000 PDSGNL A and B (N/E KTUA606 141 2 38.5" Height: 25" to curb line: 30' to crosswalk visual numeric countdown 01 0.1 01 0.3 Minor $1,250 $1,000 PDSGNLB (S/E RMPs KTUA607 141 2 39.5' Height: 32' to curb line and crosswalk exceeds 10* between signals 01 0,25 01 0.1 0.55 Moderate $1,850 $1,000 PDSGNL A (S/E RMPe PDSGNL A on Plaza D N/W PD SGNL on Plaza KTUA607 141 2 38.5' Height: 62' to curb line and crosswalk 01 01 01 0.3 Minor $850 $850 PDSGNL A (S/E RMPe PDSGNL A on Plaza D N/W PD SGNL on Plaza KTUA608 4 2 height of push button: 39'; exceeds 5' lo crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNL A (S/E RMPe PDSGNL A on Plaza D N/W PD SGNL on Plaza KTUA610 4 2 not compliant 01 1 01 1.2 Moderate $1,650 $1,000 PO SGNL B on Plaza D KTUA611 4 2 height of push buttons: 39.5' 01 01 01 0.3 Minor $850 $850 S/W PD SGNL on Plaza KTUA613 12 2 compliant 01 0.1 Minor $50 $50 POSGNLAatNE RMP KTUA620 257 2 38' Height: 46' to crosswalk and 40* to curb line 01 01 01 0.3 Minor $850 $1,85( $1,85 $850 $1,000 POSGNLA at El Camin KTUA621 257 2 39' Height: 5' lo curb line and 8' to crosswalk 01 0.25 01 01 0.55 Moderate $850 $1,85( $1,85 $850 $1,000 PDSGNL A at SERMP KTUA623 257 2 37' Height: 21' to crosswelk and curb line 01 0,1 01 01 0.4 Minor $850 $1,85( $1,85 $1,000 PDSGNLB at NE RMP KTUA623 257 2 38.5' Height: 46' to crosswalk and 40' to curbline 01 0,1 01 0.3 Minor $850 $850 PDSGNL A (S/W RMP KTUA634 141 2 40.5' Height: 7'4' to crosswalk: 7'10' to curb line visual numeric countdown 01 01 0,1 01 0.4 Minor $1,850 $1,000 PDSGNL A (N/W RMP KTUA641 141 2 39' Height: 7'2' to crosswalk and curb visual numeric countdown 01 01 0,1 01 0.4 Minor $1,850 $1,000 PDSNGLA RM139 36 2 47' Height: exceeds 5' to crosswalk 01 0,1 0.1 0.3 Minor $850 $850 POSNGLB RM139 36 2 48' Height; 60' to curb and crosswalk 01 01 0.2 Minor $650 $650 PD SGNL A and B (San-RMP1000 130 2 A: 47' Height, B: 46,5' Hei^t: 47' to ourb and 52" lo crosswalk 01 01 0.2 Minor $650 $650 POSGNLA RMP1001 130 2 48' Height; 62" lo curb and 65' to cnjsswalk crosswalk leads to planter and no ramp 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP1001 130 2 48' Height: 65" to curb and crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 POSGNLA RMPI 004 2 utility w/0,25' uplift directly below actuator 20" to curb and croeewak 01 0,1 01 0.1 0.4 Minor $1,900 $1,000 PDSGNLB RMPI 004 2 48,5" Height: 24" to curb end crosswalk 01 0,1 01 0.3 Minor $1,650 $1,000 PDSGNLB RMPI 005 2 4/' Height; 28' lo curb: required Hoor space cross slope 4-6%: no required color coding or audible signal 01 01 0,25 01 0.55 Moderate $1,850 $1,000 POSGNLA RMPI 006 2 insufficient floor space ciearance - 25'; no required color coding or audible signal 01 0,25 01 0.45 Minor $850 $850 POSGNLA RMPI 009 2 exceeds 5' from crosswalk; not paralell w/ p.o.t.: no required color coding: no audible slTial: required clear floor space cross slopes 8%; exceeds 10' between signals 01 01 0,25 01 0,25 01 0.9 Moderate $3,850 $1,000 POSGNLA RMP1010 2 exceeds 5' to crosswalk: no required color coding or audible signal: required dear floor ^ace cross slope 7% 01 01 0,25 01 0.55 Moderate $1,850 $1,000 PO SGNLB RMP1010 2 49' Height; required clear floor space cross slope 7%; no required color coding or audible signal 01 0,1 025 0,1 0.55 Moderate $1,050 $1,000 POSGNLA RMP1011 153 2 45' Height 31' lo curb and 55' to crosswalk; exceeds 10' between signals 01 0.25 01 0.45 Minor $1,650 $1,000 POSGNLA RMP1012 153 2 exceeds 10' between signals 01 0,25 01 0.45 Minor $1,650 $1,000 PDSGNLB RMP1012 153 2 47' Height 51' to curb and 63' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 to Construction Cateaorv: Band Relocate / Replace Adjust Construct Update Install Trim ?emov< Grind Composite all Items Composite all Items FOCUS AREA 'B' PEDESTRIAN SIGNALS ^^^K, Compliance Item Cotor Pole Banding Actuator Distance from iCrasswalk Line Actuator Distance from Cuib Line Actuator Oistance from other Buttons FieW V\foik Deemed Non-Confonning Push Button Parallel to pireclion of Crossing ^tuator Height Level Clear Floor Space Clear Floor Space al Push Button Buttons are oW style actuators instead of dome or anow actuator Ped signal and actuator does not support countdown timer or audibte countdown Vegetabve Obstucbon in Ctear Floor Space Hard Obstnjctton in Clear Ftoor Space Uplift in Qear Ftoor Space Composite Scores or CosIs Composite Rating Categoiy Gross Costs (some doubte counting occurs) Net Costs (with Maximum for ramp replacement Location Facilitv ID Map Paa Tier Existina Condition Ji^^^^^^^^^H^. Notts Individual Item Cost: $50 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $250 PD SGNL B RMP1012 153 2 exceeds 10' between signals 01 0,25 0.1 0.45 Minor $1,650 $1,000 PDSGNLA RMP1013 153 2 20' to curb: exceeds 5' to crosswalk 01 01 01 0.1 0.4 Minor $2,650 $1,000 PDSGNLB RMP1013 153 2 29' to curb: exceeds 10' between signals 01 0,1 0,25 0.1 0.55 Moderate $2,650 $1,000 PDSGNLA RMP1014 153 2 27' to cu* 01 0.1 0.1 0.3 Minor $1,650 $1,000 PDSGNLB RMP1014 153 2 20'to curb 01 0.1 0.1 0.3 Minor $1,650 $1,000 PDSGNLB RMP1072 233 2 46.5' Height; 62" to curb line; 81' to crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLA RMP1180 153 2 38' Heighl 01 01 0.1 0.3 Minor $850 $850 PDSGNLB RMP1180 153 2 39' Heighl 0,1 01 01 0.3 Minor $850 $850 PDSGNLA RMP1181 153 2 38.5' Heigtit exceeds 5' to crosswalk: exceeds 10' bebveen sispals 01 01 0,25 01 01 0.65 Mederate $2,850 $1,000 PDSGNLA RMP1182 153 2 38' Height: exceeds 5' to crosswalk 01 01 0,1 0.1 0.4 Minor $1,850 $1,000 PD SGNL B RMP1182 153 2 38' Heigtit 41" to curb end crosswalk 01 01 0.1 0.3 Minor $850 $850 PDSGNLB RMP1182 153 2 38' Height: 40' to crosswalk and curb 01 01 0.1 0.3 Minor $350 $850 PDSGNLA RMP1183 153 2 39' Height exceeds 5' to crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNLB RMP1183 153 2 38' Height 35' to curb and crosswalk 01 01 0.1 0.3 Minor $350 $850 POSGNLA RMP1186 155 2 40' height 5.5' lo curb and crosswalk 01 0,1 01 0.1 0.4 Minor $1,850 $1,000 PDSGNLB RMP1186 155 2 40' height 5.5' to curb end crosswalk 01 01 01 0.1 0.4 Minor $1,850 $1,000 POSGNLA RMP1187 155 2 39' height 01 01 0.1 0.3 Minor $850 $850 PO SGNLB RMP1187 155 2 39.5' height distance to opposite crosswalk exceeds 10' 01 0,25 01 0.1 0.55 Moderate $1,850 $1,000 POSGNLA RMP1188 155 2 39' height exceeds 10' to crosswalk 01 0.1 0.1 0.3 Minor $850 $850 PO SGNLB RMP1188 155 2 38' height 01 0.1 0.1 0.3 Minor $850 $850 POSGNLA RMP1189 156 2 39.5' height 9.5' to curb and crosswalk 01 0.25 01 01 0.55 Moderate $1,850 $1,000 PDSGNLB RMP1189 155 2 39' height 10' to curb and crosswalk 01 0.25 01 01 0.55 Moderate $1,850 $1,000 PDSGNLB RMPI 201 150 2 41 height 70' distance to curb: exceeds 5' to crosswalk; distance to opposite crosswalk exceeds 10' 01 01 01 0.1 0.4 Minor $1,850 $1,000 PDSGNLA RMP1202 150 2 41'height 01 01 0.1 0.3 Minor $850 $850 PDSGNLB RMP1202 150 2 41.5' height distance to opposite crosswalk exceeds 10' 01 01 01 0.3 Minor $850 $850 POSGNLA RMP1203 150 2 40' height distance to opposite crosswalk exceeds 10' 01 01 0.1 0.3 Minor $850 $850 PDSGNLB RMPI 203 150 2 40'heisht 01 0.1 0.1 0.3 Minor $850 $850 PDSGNLA RMPI 204 150 2 40'hel^t 01 01 0.1 0.3 Minor $850 $850 PDSGNLB RMP1204 150 2 40" height 01 0.1 0.1 0.3 Minor $850 $850 PDSGNLA RMP1217 165 2 45.5' Height 48' to crosswalk and to curb 01 0,1 01 0,1 0.4 Minor $1,850 $1,000 PDSGNL A and B (San RMP1218 164 2 A: 45' Heighl, B: 45' Height exceeds 5' to curb and crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PD SGNL A and B (San RMP1219 164 2 A; 47' Height, B: 46,5' Height exceeds 5' to crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 POSGNLA RMPI 220 165 2 38' Height 25' to curb end 28' to crosswalk chunks missing at utility box 01 0,1 01 0.1 0.4 Minor $1,850 $1,000 POSGNLA RMPI 264 168 2 47,5' Height exceeds 5' to crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLB RMP1264 168 2 41,5' Height exceeds 5' to crosswelk: exceeds 10' between sisals 01 01 0.25 01 0.1 0.65 Moderate $2,850 $1,000 POSGNLA RMP1267 180 2 46' Height 21' to curb line: 42' to crosswalk 01 0,1 0.1 0.3 Minor $1,650 $1,000 PDSGNLB RMP1267 180 2 46* Height 30' to curb line and crosswalk 01 0.1 0.2 Minor $650 $650 POSGNLA RMPI 268 180 2 46' Height SS' to cnjsswalk and curb line 01 01 0.1 0.3 Minor $1,650 $1,000 >5 Construction Cateaorv: Band Relocate / Replace Adjust Construct Update Install Trim iemov) Grind Composite all Items Composite ali Items FOCUS AREA 'B' PEDESTRIAN SIGNALS ^^^K::' Compliance Item iCotor Pote Banding Actuator Distance from jCrosswalk Line ^tuator Oistance from Cuib Line Actuator Distance from other Buttons g z Push Button Paraltel to Oirecbon of Cnissing ^torHei^t jlevel Clear Floor Space Ctear Floor Space at Push Button Buttons are old style actuators instead of dome or anow Muator |Ped signal and actuator does inot support countdown bmer or Audibte counldown Vegetabve Obsbucbon in Clear Floor Space Hard Obstnictton in Clear Floor Space Uplift in Clear Ftoor Space Composite Scoies or Costs Conposite R^ng Category Gross Costs (some doubte counbng occuis) Net Costs (wilh Maximum for ramp replacement Location Facilitv ID Mao Paa Tier Existina Condition ^m^^^^^^^K^mm: Note? Individual Item Cost: $50 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $250 PD SGNL B RMPI 268 180 2 46' Height; 47' to crosswalk; 40' to curb line 01 01 0.2 Minor $650 $650 POSGNLA RMP1269 180 2 46' Height: 6'4' to crosswalk; 6'9' to curb line 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP1269 180 2 46' Height; 54' to crosswalk and curb line 01 01 0.2 Minor $650 $650 POSGNLA RMP1270 180 2 42' Height: 7'4' to curb and crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 PO SGNL B RMP1270 180 2 39' Height; 6'8' to crosswalk; 65" to curb 01 01 01 01 0.4 Minor $1,850 $1,000 POSGNLA RMP1357 178 2 46,5' Height; 23' to curb line: 57' to crosswalk exoaads 10 between signsis 01 01 0.1 025 0,1 0.65 Moderate $3,650 $1,000 PDSGNLB RMPI 357 178 2 46' Height 31" to curb line: 44' to crosswalk 01 0.1 0.2 Minor $650 $650 POSGNLA RMP1358 178 2 40" Height 01 01 01 0.3 Minor $850 $850 PDSGNLB RMP13S8 178 2 40' Height; 73' to crosswelk and curb Less man 10' between signals 01 01 01 01 0.4 Minor $1,850 $1,000 POSGNLA RMPI 359 178 2 45.5' Height: 48' to curb line and crosswalk 01 01 0.2 Minor $650 $650 PO SGNLB RMP1359 178 2 48.25' Height: 25' to curb line and crosswalk 01 01 0.1 01 0.4 Minor $2,650 $1,000 POSGNLA RMP136 37 2 not compliant: exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PO SGNL B RMP136 37 2 47.5' Height; exceeds 5' to crosswalk: exceeds 10' between signals 01 01 0.2 Minor $650 $650 POSGNLA RMP1360 178 2 45.5' Heighl: 49' to curb; 58" to crosswalk 01 01 0.2 Minor $650 $650 PO SGNL B RMP1360 178 2 46' Height 23' to curb and crosswalk 01 01 01 0.3 Minor $1,650 $1,000 POSGNLA RMP1363 182 2 47' Height 01 0.1 0.2 Minor $650 $650 PO SGNL B RMP1363 182 2 46,5' Height 01 01 0.2 Minor $650 $650 POSGNLA RMP1364 182 2 47' Height exceeds 5' to crosswelk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP1364 182 2 48' Height broken traltic box causing obstnjcHon: exceeds 5' to crosswalk: not parallel to p,o,t 01 01 01 0.1 01 0.5 Moderate $2,900 $1,000 POSGNLA RMP1365 182 2 47' Height exceeds 5' to crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 PO SGNLB RMP1365 182 2 46' Heighl 01 0.1 0.2 Minor $650 POSGNLA RMP1366 182 2 48' Heighl 01 0,1 0.2 Minor $650 $650 PDSGNLB RMP1366 182 2 46' Heighl 01 0.1 0.2 Minor $650 $650 POSGNLA RMP137 37 2 exceeds 5' In crosswalk; exceeds 10' to between signals 01 01 025 0,1 0.55 Moderate $2,650 $1,000 PO SGNL B RMP137 37 2 39* Height exceeds 10' between signals; exceeds 5' to crosswelk 01 01 0.25 01 0,1 0.65 Moderate $2,850 $1,000 PD SGNL A RMPI 376 172 2 40' Height exceeds 5' to crosswalk 01 01 01 0,1 0.4 Minor $1,850 $1,000 PDSGNLB RMPI 376 172 2 45,5" Height exceeds 5' to crosswalk 01 01 0,1 0.3 Minor $1,650 $1,000 PDSGNLA RMP1377 2 required clear Hoor space cross slopes 4-8%: no required color coding or audible signal; exceeds 10' between signals 01 0.25 0.25 0,1 0.7 Moderate $1,850 $1,000 PD SGNL B RMP1377 2 40.5' Height; required clear tloor space cross slopes 3-5.51^: no required color coding or audible signal; exceeds 10' between signals 01 0.25 01 025 01 0.8 Moderate $2,050 $1,000 PDSGNLA RMP1378 172 2 43' Height exceeds 5' to crosswalk 45' clearance between signal and njad 01 0.1 01 0.3 Minor $1,650 $1,000 PDSGNLB RMP1378 172 2 39.5' Height exceeds 5' to crosswalk; exceeds 10'belwatn signals 01 01 0.25 01 01 0.65 Moden^ $2,850 $1,000 PDSGNLA RMP1379 172 2 47* Height 41' to curi3 and crosswalk 01 01 0.2 Minor $650 $650 PD SGNL B RMP1379 172 2 39.5' Heighl; exceeds 5' to crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNLA RMP138 37 2 not complianl: exceeds 10' between signals: exceeds 5' to orosswalk 01 01 0.25 01 0.55 Moderate $2,650 $1,000 PDSGNLB RMP138 37 2 nol compliant 40' Heighl: exceeds 10 between sisals: exceeds 5' to crosswalk 01 01 0.25 01 0,1 0.65 Moderate $2,850 $1,000 PDSGNLA RMPI 380 172 2 45.5' Height exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 Construction Cateaorv: Band Relocate / Replace Adjust Construct Update Install Trim Kemov Grind Composite all Kerns Composite all Items FOCUS AREA 'B' nCurt) n other B ctuators OW xdoes 1 bmer or 1 in Ctear ear Ftoor i 1 1 PEDESTRIAN SIGNALS H^K:. Con ipliance item potor Pote Banding Actuator Distance fior jCrosswalk Line [Actuator Oislance frar Line ^tuator Distance fror Buttons Fieki Work Deemed N pontoiming Push Button Paraltel ti iOlrecbon of Crossing Actuator Height ILevel Qear Floor Spa Ctear Floor Space at F Button Buttons are oW style a instead of dome or arr actuator Ped signal and actuati not support countdowi audible counldown Vegetabve Obsbucboi Floor Space HaidObstnicSoninCI Space Uplift in aear Ftoor Sf Composite Scores or ( Composite Rabng Call Gross Costs (some do counbng occuis) Net Costs (with Maxim ramp replacement Location Facilitv ID Mao Pao Tier Existina Condition m^^^^^^^^^K^. Note? Individual Item Cost: $50 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $250 PD SGNL B RMP1380 172 2 39' Height exceeds 5' to crosswalk 01 01 0.1 0.1 0.4 Minor $1,850 $1,000 POSGNLA RMPI 381 200 2 51.5' Height 20' to curb and crosswalk 01 01 01 0.1 0.4 Minor $1,850 $1,000 PO SGNL B RMPI 381 200 2 46.5' Height exceeds 5' to curb and crosswalk 01 0.1 0.1 0.3 Minor $1,650 $1,000 POSGNLA RMP1382 200 2 48' Height exceeds 5' to crosswalk and curb 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLB RMPI 382 200 2 non-compliant exceeds 5' to crosswalk; 28' to curb; signal not accessible 01 01 0.1 0.25 01 0.65^ Moderate $2,850 $1,000 POSGNLA RMPI 383 200 2 non-compliant 01 01 1 1.2 Moderate $650 $650 PDSGNLB RMP1383 200 2 non-compliant 01 0.1 1 1.2 Moderate $650 $650 POSGNLA RMPI 384 200 2 exceeds 10' between signals; 47.5' height: no dearance 01 0.25 025 0.1 0.7 Moderate $1,850 $1,000 PDSGNLB RMPI 384 200 2 46.5' Height: exceeds 5' to curb and crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 POSGNLA RMP14 2 2 non-compliant 01 01 1 1.2 Moderate $650 $650 PDSGNLA RMP1414 197 2 48* Height exceeds 5' to crosswelk and curb: exceeds 10' between signals 01 0.1 025 0.1 0.55 Moderate $2,650 $1,000 PD SGNL B RMP1414 197 2 46.5" Height exceeds 5' to crosswalk 01 0.1 0.1 0.3 Minor $1,650 $1,000 PDSGNLA RMPI 415 2 47' Height Insuficient floor space clearance - 20': no required color coding or audible signal 111 025 0.1 0.45 Minor $850 $850 PO SGNL B RMP1415 2 4/' Height exceeds 5' to crosswalk; no required color coding; required Hoor space cross slopes 4% 01 01 01 0.1 0.4 Minor $1,850 $1,000 POSGNLA RMP1416 197 2 47.5' Height exceeds 5' to crosswalk and curb 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLB RMP1416 197 2 47' Hels^it exceeds 5' to crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLA RMP1417 197 2 48' Height exceeds 10' between signals 01 025 0.1 0.45 Minor $1,650 $1,000 PDSGNLB RMP1417 197 2 46' Height exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PDSGNL A and B(Sanr RMP1432 12 2 height of push buttons: 40' and 39'; exceeds 5' to crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNLA RMP1433 12 2 height ol push buttons: 39' 01 01 0.1 0.3 Minor $850 $850 PDSGNLB RMP1433 12 2 height of push buttons: 39' 01 01 0.1 0.3 Minor $850 $850 PDSGNLA RMP1499 4 2 <30' to curb 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLA RMPI 5 2 2 46.5" Height 6' to cut line and crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PD SGNL B RMP15 2 2 46.5' Height 7' to curb and exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 POSGNLA RMP16 2 2 non-compliant Entire ramp and signal area require replacement 01 0.1 1 1.2 Moderate $650 $650 PDSGNLB RMP16 2 2 non-compliant 01 0.1 01 1 1.3 Moderate $1,650 $1,000 PDSGNLA RMPI 689 168 2 47.5" Height 22" to curb and crosswalk 01 01 025 0.1 0.55 Moderate $2,650 $1,000 PDSGNLB RMPI 669 168 2 47' Height exceeds 5' to crosswalk; exceeds 10' between signals 01 01 0.2 Minor $650 $650 PDSGNL A and B (San RMP1690 168 2 A; 47.5" Height, B: 48" Height exceeds 5' to crosswalk: 26" to curb; "B" not accessible 01 01 0.1 0.25 01 0.65 Mocterate $2,850 $1,000 POSGNLA RMPI 7 2 2 47,5" Height 70" to curb Una: exceeds 5' to crosswalk Path ol travel should be replaced 01 01 01 0.3 Minor $1,650 $1,000 POSGNLA RMP1715 204 2 40' height 01 01 0.1 0.3 Minor $850 $850 PDSGNLB RMP1715 204 2 40' height 01 0.1 0.1 0.3 Minor $850 $850 RMP 1716 PDSGNL RMP1716 204 2 signal pole 72' to crosswalk and curb; lole obstruction in palh oflravel, sea photo 0115 01 01 01 0.25 0.55 Moderate $2,783 $1,000 PDSGNLA RMP18 10 2 44,5" Height 50" to crosswalk: 52" to curb line 01 01 0.2 Minor $650 $650 PDSGNLA RMPI 803 218 2 42" Height 01 01 0.2 Minor $650 $650 Construction Cateaorv: Band Relocate / Replace Adjust Construct Update Install Trim ^emov( Grind Composite all Items Composite all Items FOCUS AREA 'B' PEDESTRIAN SIGNALS ^^^^^ Compliance Item Cotor Pote Banding Actuator Distance from Crosswalk Line k;tuator Distance from Cmb Line ^tuator Oistance from other Buttons FieW Work Deemed Non-Confonning Push Button Parallel to IOlrecbon of Crossing Actuator Height Level Ctear Floor Space Ctear Floor Space at Push IBulton iButtons are oW style actuators instead of dome or arrow bcttJator Ped signal and acbjator does Inot support countdown bmer oi Audibte countdown ^egelabve Obsb^icbon in Clear Poor Space Hard Obstnjcbon in Clear Ftoor Space Uplift in Qear Ftoor Space Composite Scones or Costs Composite Rabng Category Gross Costs (some doubte counting occuis) Net Costs (with Maximum for ramp replacement Location Facilitv ID Map Paa Tier Existina Condition J^HI^^HiHp NOMS Individual Item Cost; $50 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $250 PO SGNLB RMP1803 218 2 41.5' Heigtit 01 01 0.1 0.3 Minor $850 $850 POSGNLA RMP1884 212 2 37.5" fwighl 01 0.1 0.1 0.3 Minor $850 $850 PO SGNLB RMP1854 212 2 38' heighl 01 01 0.1 0.3 Minor $850 $850 POSGNLA RMP1855 212 2 47.5' heighl 01 0.1 0.2 Minor $650 $650 PDSGNLB RMP1855 212 2 47' treigtit; 90' from signal pole to curb and sidewalk 01 0.25 0.1 0.45 Minor $1,650 $1,000 PDSGNLA RMP19 10 2 45.5' Height: 74' to curb line 01 0.1 0.2 Minor $650 $650 PDSGNLA RMP1988 227 2 40' Height: 33" lo curb line and crosswalk 01 01 01 0.3 Minor $850 $850 PDSGNLAandB RMP1969 227 2 41' Height: 5'8' to crosswalk; 5'6' to curb line 01 01 0,1 01 0.4 Minor $1,850 $1,000 PDSGNLA RMP1990 217 2 40.5' Height; 56' to crosswalk; 40' to curb line 01 01 01 0,1 0.4 Minor $1,850 $1,000 PDSGNLA RMP1995 218 2 42' Heighl 01 01 0.2 Minor $650 $650 PDSGNLB RMP1995 218 2 42' Height: 19' to curb and crosswalk 01 025 01 0.45 Minor $1,650 $1,000 PDSGNLA RMP1996 218 2 42' Height 01 01 0.2 Minor $650 $650 PO SGNLB RMP1996 218 2 47' Height 77* lo crosswalk and »jrb line 01 01 01 0.3 Minor $1,650 $1,000 POSGNLA RMP1997 218 2 41.5* Height: over 10 between sisals 01 0.25 0.1 0.45 Minor $1,650 $1,000 PO SGNL B RMP1997 218 2 41.5' Height 01 01 0.1 0.3 Minor $850 $850 RMP 2043 PO SGNL RMP2043 221 2 nol compliant no relation to crosswalk or 'ramp*; median obstructs crosswalk crossing B Camlno Real; see photos 01 0.1 1 1.2 Moderate $650 $650 PDSGNLA RMP2044 221 2 40' height 01 01 01 0.3 Minor $850 $850 PDSGNLB RMP2044 221 2 40' height: dietance between signal poles exceeds 10' 01 025 01 0.1 0.55 Moderate $1,850 $1,000 PDSGNLA RMP2045 221 2 40' height 01 01 0.1 0.3 Minor $850 $850 PDSGNLB RMP2045 221 2 40' height: distance between signal poles exceeds 10' 01 0,25 01 0.1 0.55 Moderate $1,850 $1,000 PDSGNLA RMP2046 221 2 not compliant 01 0.1 1 1.2 Moderate $650 $650 PDSGNLA RMP2047 221 2 not compliant 01 0.1 1 1.2 Moderate $650 $650 PDSGNL A and BtSaff RMP2047 2 minimal actuator access located adjacent to steep hillside causing dangerous conditions; 39' height; no rer^ired color coding or audible signal dangerous condition 01 025 01 025 0,25 0.1 1.05 Moderate $2,250 $1,000 S/W PDSGNL A al El C RMP2075 236 2 47' height. 01 01 0.2 Minor $650 $650 S/W PDSGNL Bat El C RMP2075 236 2 47' height: 65' distance to curb line and extended crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 N/W PDSGNL A at EIC RMP2076 236 2 47' hel^l push button A is on the outside for E/W crossing 01 01 0,25 0,25 0.1 0.8 Moderate $2,050 $1,000 N/W PD SGNL B al El C RMP2076 236 2 46,5* height; 21.5' to curb line and 25' lo extended crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 N/E PD SGNL A at El C RMP2077 236 2 46' height, push button is not directly parallel to direction of travel path of travel around signal pole is not complianl: pole obstructs path of travel to bus stop to the north 01 0,25 01 0.25 0.7 Moderate $2,783 $1,000 N/E PO SGNLB at BC RMP2077 236 2 46.5' height; 29' dietance to curb line and greater than 10 dstance to extended crosswalk; 01 0.25 0.1 01 0.55 Moderate $2,650 $1,000 FOCUS AREA'B' PEDESTRIAN SIGNALS Construction Cateaorv: Band Relocate / Replace Adjust Construct Update Install Trim %emov< Grind Composite ail Items Composite all items FOCUS AREA'B' PEDESTRIAN SIGNALS W^Bmi^ Con^pliance Item Color Pote Banding kctuator Distance from Ciosswalk Line Actuator Distance from Cuib Line kctuator Oistance from other buttons IField Wort( Deemed Non-IPush Button Paralel to IDirecbon of Crossing Actuator Height Level Gear Floor Space Clear Floor Space at Push Button Buttons are old style actuators instead of dome or arrow actuator Ped signal and actuator does not support countdown bmer or audibte countdown Vegetabve Obsbucbon in Ctear Floor Space Haid Obsbucbon in Clear Ftoor Space UpTift in Qear Ftoor Space Composite Scores or Costs Composite Rabng Category Gross Costs (some doubte counSng occurs) Net Costs (with Maximum for ramp replacement Location Facilitv ID Mao Pan Tier Existina Condition ^RmHRHIIM^ Individual Item Cost; $50 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $250 S/E PD SGNL A 81 El C RMP2078 236 2 47.5' height. 19" to curb line and extended cros6wall( 01 0.25 0.1 0.45 Minor $1,650 $1,000 S/E PDSGNL Bat EIC RMP2079 236 2 46"" heighL 24'to curb line end extended crosswelt;: exceeds 0 distance between sFgnaT poles 0,1 0.1 0.25 0.1 0.55 Moderate $2,650 $1,000 PDSGNLA RMP2127 233 2 45.5' Height: 83' to curb line: 93' to crosswallt: no dearance al base 01 0,25 0.25 0.1 0.7 Moderate $1,850 $1,000 PDSGNLA RMP2128 233 2 46' Height: 67' to curb line: 6*6' to crosswalk axsaads 10* between signate 01 01 025 0.1 0.55 Moderate $2,650 $1,000 PDSGNLB RMP2128 233 2 46.5' Height: 63' to crosswalk; 5'r to curb line 01 01 0.1 0.3 Minor Minor $1,650 $1,000 PDSGNLA RMP2129 233 2 46' Height; 69' to crosswalk: 65' to curb line 01 01 0.1 0.3 Minor Minor $1,650 $1,000 PD SGNL B RMP2129 233 2 45.5' Height: 80' to crosswalk and curb line 01 01 01 0.3 Minor $1,650 $1,000 PDSGNLA RMP2130 233 2 46.5' Height: 53' to curb line; 73' to crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLB RMP2130 233 2 46' Height: 6' to crosswalk end curb line 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLA RMP2166 226 2 39' Height: 24' to curb line; 48' to crosswalk 01 0.1 01 01 0.4 Minor $1,850 $1,000 PDSGNLAandB RMP2167 226 2 42' Height: 7'1' to curb line and crosswalk 01 0,25 01 0.45 Minor $1,650 $1,000 PDSGNLA RMP2168 226 2 39.5' Heighl; 7'4' to crosswalk: 6'9" to ourb lina 01 0,25 01 01 0.55 Moderate $1,850 $1,000 PDSGNLA RMP2189 231 2 46' Heighl: 28' lo curb line: 82' to crosswalk 01 01 0.1 01 0.4 f,1inor $2,650 $1,000 PD SGNL A RMP2190 231 2 46' Heighl: 58' to curb line: 7" to crosswalk exceeds 10" between signals 01 01 025 01 0.55 Moderate $2,650 $1,000 PDSGNLB RMP2190 231 2 45.5' Height; 35' to curb line and crosswalk 01 01 0.2 Minor $650 $650 PDSGNLA RMP2191 232 2 46' Heighl: 76' lo curb line and crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PD SGNL B RMP2191 232 2 41' Heighl: 24: to curb line; 67' to crosswalk Path of travel uneven w/0.5' uplifts 01 01 0.1 01 01 0.5 Moderate $2,850 $1,000 PDSGNLA RMP2192 231 2 46' Heighl: 5'4' to crosswalk; e'2' lo curb line 01 01 01 0.3 Minor $1,650 $1,000 N/W PO SGNL A on Ma RMP2336 239 2 37' height. 44' distance to curb line and extended crosswelk (2)1'wide expansion joints in direct path of Iravel across street 01 0.1 0.1 0.3 Minor $850 $650 $850 N/W PD SGNL B on Ma RMP2336 239 2 46' height. 47' to curb line and extended crosswalk 01 0.1 0.2 Minor $850 $650 $650 N/E PDSGNL A on Mar RMP2337 239 2 46' heighL 53' distence to curb line and extended crosswalk 01 0.1 0.2 Minor $650 $650 N/E PD SGNL B on Mar RMP2337 239 2 46' height 46' distance lo curb line and extended crosswalk; distance between signal poles exceed 10' 01 0.25 0.1 0.45 Minor $1,650 $1,000 S/E PD SGNL A on Mar RMP2338 239 2 40" height 01 01 0.1 0.3 Minor $850 $850 S/E PD SGNL B on Mar RMP2338 239 2 39' height 45.5' heig 54' distance to curb line; 60' distance to extended crosswalk 01 01 0.1 0.3 Minor $850 $850 S/W PDSGNL A cn Mai RMP2339 239 2 39' height 45.5' heig t push button nol parallel to direction of travel 01 01 01 0.3 Minor $1,650 $1,000 S/W PO SGNL B on Ma RMP2339 239 2 45' height: 78' distence to curb line and extended crosswalk: push button not parallel to direction ol Iravel push button B is a new accessible signel with audible tone 01 01 01 01 0.4 Minor $2,650 $1,000 POSGNLA RMP2342 269 2 39* Heif^t 36' to curb line and greater than 5' to crosswalk 01 01 01 0.1 0.4 Minor $1,850 $1,000 PO SGNL B RMP2342 269 2 40' Height 27' to curb line and 49' to crosswalk 01 01 01 0.1 0.4 Minor $1,850 $1,000 POSGNLA RMP2343 269 2 41' Height 16' to curb line and crosswalk 01 0.25 01 0.1 0.55 Moderate $1,850 $1,000 PO SGNL B RMP2343 269 2 41' Height 26' to curb line and crosswalk 01 01 01 0.1 0.4 filinor $1,850 $1,000 PDSGNLA RMP2344 269 2 39' Height exceeds 5' to curb line and crosswalk 01 01 01 0.1 0.4 Minor $1,850 $1,000 PDSGNLB RMP2344 269 2 39' Height 39' to curb line and 48' to crosswalk; exceeds 10' between signals 01 0.25 0.1 0.1 0.55 Moderate $1,850 $1,000 POSGNLA RMP2345 269 2 39' Height 37' lo curb line and 44' to crosswalk 01 01 0.1 0.3 Minor $850 $850 PDSGNLB RMP23« 269 2 39' Height 32'to curb line and 44' to crosswalk: exceeds to* between signate 01 025 01 01 0.55 Moderate $1,850 $1,000 Construction Cateaorv: Band Relocate / Replace Adjust Construct Update install Trim %emov< Grind Composite all Items Composite all Items FOCUS AREA 'B' PEDESTRIAN SIGNALS ^^^K' Compliance Item potor Pole Banding Actuator Distance from pposswalk Une ^tuator Distance from Cuib Line Actuator Oistance from other buttons jFieW Work Deemed Non-Confomning Push Button Parallel to iDirecbon of Crossing w Level Qear Floor Space Ctear Floor ^lace at Push Button Buttons are old style actuators instead of dome or anow actuator |Ped signal and actuator does Inot support counldown bmer or kudibte countdown ^/egetabve Obsbucbon in Clear Floor Space iHaid Obstnicbon in Clear Ftoor Space Uplift in Qear Floor Space Composite Scones or Costs Composite Rabng Categoiy Gross Costs (some doMe counbng occurs) Net Costs (with Maximum for jramp replacement IrO^fltiOn Facilitv 10 Mao Pan Tier Existina Condition i^H^^^^^^^Hi Notes Individual Item Cost: $so $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $250 POSGNLA RMP2504 276 2 45.5' Meight; 19' to curb line and exceeds 5' to crosswelk 01 01 0.25 0.1 0.55 Moderate $2,650 ^000 PDSGNLB RMP2504 276 2 41' Height; 25'to curb line end 34' to crosswelk; exceeds 10'between signels 01 0,1 0.25 01 0.1 0.65 Moderate $2,850 $1,000 PDSGNLA RMP2505 276 2 47' Hel^t; 14' to curb line end 24' to crosswelk 01 025 0.1 0.45 Minor $1,650 $1,000 PDSGNLB RMP2505 276 2 49' Height; 33' to curb line and 64' to crosswalk: exceeds 10' between 01 01 0.25 0.1 0.55 Moderate $2,650 $1,000 PDSGNLA RMP2506 276 2 46' Height: 27' to curb line; exceeds 5' lo crosswalk 01 01 0,1 0.1 0.4 Minor $2,650 $1,000 PDSGNLB RMP2506 276 2 48' Height: 24' to curb line; exceeds 5' to crosswalk: exceeds 10' belween signels 01 01 0,1 025 0.1 0.65 Moderate $3,650 $1,000 PDSGNLA RMP2507 276 2 47' Height: 19' to curb line and exceeds 5' to crosswalk 01 0.1 025 0.1 0.55 Moderate $2,650 $1,000 PDSGNLB RMP2507 276 2 46.5' Height: 26° to curb line: exceeds 5' to crosswalk; exceeds 10' baMeen signals 01 0.1 0.1 0.25 0.1 0.65 Moderate $3,650 $1,000 POSGNLA RMP2595 266 2 40' Height: 24' to curb and 60" to crosswalk 01 0.1 01 0.1 0.4 Minor $1,850 $1,000 PDSGNLB RMP2595 266 2 48' Height: 21' to curb end exceeds 5' to crosswalk: exceeds 10' between signals 01 0.1 0,1 025 0.1 0.65 Moderate $3,650 $1,000 PDSGNLA RMP2596 266 2 38' Height: 25' to curb line and 61' to crosswalk 01 0.1 0.1 01 0.1 0.5 Moderate $2,850 $1,000 PO SGNL B RMP2596 266 2 46" Height 25' to curb and 34" to crosswalk: exceeds Iff between signals 01 01 0,25 0.1 0.55 Moderate $2,650 $1,000 POSGNLA RMP2597 260 2 48* Height exceeds 5' to crosswalk and curb 01 01 0.1 0.3 Minor $1,650 $1,000 PO SGNL B RI^P2597 260 2 48,5' Heigtit: 38' to curb end 38' to crosswalk: exceeds 10' between 01 0,25 0.1 0.45 Minor $1,650 $1,000 POSGNLA RMP2698 266 2 46' Height 26' to curb end exceeds 5' to crosswalk 01 01 0.1 0.1 0.4 Minor $2,650 $1,000 PDSGNLB RMP2598 266 2 48' Height 22' to curb: exceeds 5' to crosswalk 01 01 0.1 0.1 0.4 Minor $2,650 $1,000 POSGNLA RMP2837 260 2 not aocessible: exceeds 5' to crosswalk and curb line 01 01 0.1 0.3 Minor $1,650 $1,000 PO SGNLB RMP2837 260 2 38' Height 33' to curb line end 49' to crosswalk: exceeds 10' between signale 01 025 01 0.1 0.55 Moderate SI.850 $1,000 PDSGNLA RMP2840 260 2 48' Height 38' to crosswelk and 26' to curb 01 0.1 0.1 0.3 Minor $1,650 $1,000 PDSGNLB RMP2840 260 2 42' Height 18' to curb and 36' to crosswalk 01 0.25 0.1 0.45 Minor $1,650 $1,000 POSGNLA RMP2938 260 2 37.5* Height exceeds 5' to curb and crosswalk 01 01 01 0.1 0.4 Minor $1,850 $1,000 PDSGNL B RMP2938 260 2 not accessible: 5' to curb however exceeds 5' to crosswalk: exceeds 10' belween signels 01 01 025 0.1 0.55 Moderate $2,650 $1,000 PDSGNLA RMP3078 281 2 39' Height exceeds 5' to curb line and crosswalk: button not accessible 01 01 01 025 0.1 0.65 Moderate $2,050 $1,000 PDSGNLA RMP3079 281 2 39' Height exceeds 5' to curb line end crosswalk 01 01 01 0.1 0.4 Minor $1,850 $1,000 PDSGNLB RMP3079 281 2 38.5' Height 60' to curb; exceeds 5' to crosswalk: exceeds 10' between signals 01 01 0.25 01 0.1 0.65 Moderate $2,850 $1,000 POSGNLA RMP3080 281 2 38' Height 21' to cuib line and crosswalk 01 01 01 01 0.4 Minor $1,850 $1,000 PDSGNLB RMP3060 281 2 40' Height 20' lo curb line end 30* to crosswalk: exceeds 1 ff belween signals 01 01 0,25 01 01 0.65 Moderate $2,850 $1,000 POSGNLA RMP3168 2 no required color coding or audible signel 01 0.1 0.2 Minor $650 $650 PDSGNLB RMP3ie8 2 42" clear and utility box w/ gaps and uplitts in p.o.t. next to pole: no required color coding or audible signal 01 025 0.1 01 0.55 Moderate $1,100 $1,000 POSGNLA RMP3169 2 exceeds to crosswalk; no required color coding or audible signel; 44' deer p.o.t et base: exceeds 10' between signels 01 01 0,25 01 0.55 Moderate $2,650 $1,000 PO SGNLB RMP3169 2 41' clear p.o.t. at base w/utility box w/uplifts In p.o.t.; exceeds 10' between signals 01 0,25 01 025 01 01 0.9 Moderate $2,300 $1,000 S/E POSGNLA on BC RMP3227 244 2 46.5' height 24" distance to curb line and 45" distance to extended crosswalk 0.5' uplifted expansion joint in direct path of travel 01 01 01 01 0.4 Minor $1,900 $1,000 S/E PO SGNL B on El C RMP3227 244 2 46' height. 28' distance to curb line and 59' lo extended crosswalk; exceeds 10' distance between poles 01 01 0.25 01 0.55 Moderate $2,650 $1,000 N/E PDSGNL A on EIC RMP3228 244 2 43' height 31* distance to curb line and 60* distance to extended crosswalk 01 01 0.2 Minor $650 $650 N/E PDSGNL Bon EIC RMP3228 244 2 47.5' height 21' dietance to curb line and 27' distance to extended aossmlk 01 01 01 0.3 Minor $1,650 $1,000 FOCUS AREA 'B' PEDESTRIAN SIGNALS Construction Catecfory: Band Relocate / Replace Adjust Construct Update Install Trim Remove Grind Composite all Items Composite all Items FOCUS AREA 'B' PEDESTRIAN SIGNALS ^^^^4: Compliance Item Cotor Pole Banding Actuator Distance fnom Crosswalk Line ^tuator Distance from Curb Actuator Oislance from other Butbons Field Work Deemed Non-Confonning Push Button Parallel to Oirecbon of Crossing Actuator Height t-evel Qear Floor Space Clear Floor Space at Push Button Buttons are okJ style actuators instead of dome or anow actuator Ped signal and actuator does not support countdown bmer or audibto countdown \/egetaSve Obsbucbon in Clear Floor Space Hard Obsbucbon in Clear Ftoor Space iuplift in aear Ftoor .Space Composile Scores or Costs Composite Rabng Categoiy Gross Costs (some double counbng occuis) Net Costs (with Maximum for ramp replacement Location Facilitv ID Mao Paa Tier Existina Condition ^HMilllllill^^ No^af Individual Hem Cost: $50 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $250 N/W PDSGNL A on El RMP3229 244 2 45' tieigbt, 15' distance to curb line and extended crosswalk, perellel to crosswalk 01 0.25 0.1 0.45 Minor $1,650 $1,000 Nfl« PDSGNL Bon El RMP3229 244 2 46' height, 47.5' distance to curb line and 51' to extended crosswalk. 01 0.1 0.2 Minor $650 $650 S/W PD SGNL A on B ( RMP3230 244 2 45'height duplicate push button A (same pole) is 54' distance to curb line & 20' dietance to extended crosswalk 01 0.1 0.2 Minor $650 $650 S/W PO SGNL B on El C RMP3230 244 2 45' height, 36' distance to curb line and extended crosswalk 01 0.1 0.2 Minor $650 $650 S/E PDSGNL A on ec RMP3331 251 2 44'height audible signal 01 0.1 0.2 Minor $650 $650 S/E PO SGNL B on El C RMP3331 251 2 44* height; exceeds 5' distance lo extended crosswalk and curb line 01 01 0.1 0.3 Minor $1,650 $1,000 N/E PD SGNL A on El C N/E PD SGNL B on El C N/W PD SGNL A on El RMP3332 251 2 46' height: 58' distence to curb line, parallel to crosswalk 01 01 0.2 Minor $650 $650 N/E PD SGNL A on El C N/E PD SGNL B on El C N/W PD SGNL A on El RMP3332 251 2 40' heighL 31' lo curb line and extended crosswalk; exceeds 10* In between signal poles 01 0,25 01 0.1 0.55 Moderate $1,850 $1,000 N/E PD SGNL A on El C N/E PD SGNL B on El C N/W PD SGNL A on El RMP3333 251 2 38.5' heighl 01 01 01 0.3 Minor $850 $850 N/W PD SGNL B on El RMP3333 251 2 38' height: exceeds 5' distance to extended crosswalk: 23' distance to curb line 01 01 01 01 01 0.5 Moderate $2,850 $1,000 S/W PDSGNL A on BC RMP3334 251 2 47' height 01 0.1 0.2 Minor $650 $650 S/W PD SGNL B on El C RMP3334 251 2 47' tieight: 22' dislance to curb line: 42' dislance to extended crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 SW PDSGNL A at EIC RMP3742 239 2 46' heighL 28' distance to curb line end extended crosswalk 01 0,1 0.1 0.3 Minor $1,650 $1,000 SW PO SGNL B at El C RMP3742 239 2 44' height 83' distance to curb line and extended crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 NWPOSGNLAalEIC RMP3743 239 2 39' height, 48' distance to curb line and extended crosswalk 01 01 0.1 0.3 Minor $850 $850 WW PDSGNL 8 at EIC RMP3743 239 2 44' height 54' dislance to ourb line and extended crosswalk 01 0.1 0.2 Minor $650 $650 N/E PD SGNL A al El C RMP3746 240 2 39' height push button A is a new eccesslble signal with audlable tone 01 01 0.1 0.3 Minor $850 $850 N/E PD SGNL B al El C RMP3746 240 2 46' heighl: 31' distance to curb line and extended crosswalk 01 0.1 0.2 Minor $650 $650 S/E PDSGNL A on EIC RMP3747 240 2 45' heighl 3 ramp directional 01 0.1 0.2 Minor $650 $650 S/E PDSGNL A on BC RMP3748 240 2 46' height; 50' distence to curb line, 63' distance to b/W crossing, 5/' distance to N/S crossing 4 ramp directional 01 01 0.1 0.3 Minor $1,650 $1,000 POSGNLA RMP4165 195 2 39,5" heighl 01 01 0.1 0.3 Minor $850 $850 PDSGNLB RMP4165 195 2 41,5' height; distance between signal poles exceeds 10' 01 025 01 0.1 0.55 Moderate $1,850 $1,000 POSGNLA RMP4166 195 2 40' height 01 01 0.1 0.3 Minor $850 $850 PDSGNLB RMP4166 195 2 40' height; distance belween signal poles exceeds 10' 01 025 01 0,1 0.55 Moderate $1,850 $1,000 PD SGNL A RMP4167 194 2 39,5' hei^t 01 01 0,1 0.3 Minor $850 $850 PDSGNLB RK«P4167 194 2 40' heighl 01 01 0,1 0.3 Minor $850 $850 PDSGNLA RMP4168 194 2 39' height 01 01 01 0.3 Minor $850 $850 PDSGNLB RMP4168 194 2 39' height: dislance between signel poles exceeds 10' 01 0,25 01 01 0.55 Moderate $1,850 $1,000 PDSGNLAandB (San RMP4609 13 2 height of push buttons: 40' and 40.5' 01 01 01 0.3 Minor $850 $850 PDSGNLAandB (San RMP4610 13 2 not compliant: exceeds 5' to crosswelk 01 01 0,1 0.3 Minor $1,650 $1,000 PDSGNLAandB (San RMP4611 24 2 not compliant: exceeds 5' to crosswalk: large verlicBl utility box causes horizontal obstruction 01 01 0,1 0,25 0.55 Moderate $2,783 $1,000 PDSGNLAandB (San RMP4611 2 4t)' lieight: required deer floor space slopes exceed 2%: no audible signal or required color coding 01 01 01 01 0.4 Minor $1,050 $1,000 PDSGNLB RMP4611 2 4/' Meight: exceeds 60' b crosswalk: no required color coding or audible signal: exceeds 10" belween signals 01 01 0.25 0,1 0.55 Moderate $2,650 $1,000 Construction Cateaorv: Band Relocate / Replace Adjust Construct Update Inslall Trim 7emov Grind Composite all Items Composite all Items FOCUS AREA 'B' PEDESTRIAN SIGNALS npllance Item Cotor Pote Banding kctuator Distance from Crosswalk Line Actuator Distance from Cuib Une Actuator Oistance from other Buttons FiekJ Work Deemed Non-Confonning Push Button Paralel to Drecbon of Crossing Actuator Height Level Clear Floor Space Clear Floor Space at Push Button Buttons aie old style actuators instead of dome or amow actuator Ped signal and actuator does not support countdown bmer or audble countdown Vegetabve Obsbucbon in Clear Ftoor Space Hard Obsbucbon in Clear Ftoor Space Uplift in Qear Floor Space Composite Scores or Costs Composite Rabng Categoiy 3ross Costs (some doubte Munbng occurs) 'Jet Costs (with Maximum for annp replacement Location Facilitv ID Mao Pan Tier Existina Condition ^IHB^^PP^^^ Notes Individual Item Cost: $50 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $250 S/E PD SGNL A on B C RMP4612 248 2 46' heighl: 70' distance to curb line and extended crosswalk 01 01 0,1 0.3 Minor $1,650 $1,000 N/E PDSGNL A on EIC RMP4613 248 2 48.5' heighl 01 01 0,1 0.3 Minor $850 $850 N/E PD SGNL B on El C RMP4613 248 2 48' height; 62' distance to curb line and extended crosswalk 01 01 01 0.3 Minor $1,650 $1,000 N/W PD SGNL on El Ce RMP4614 248 2 45.5' height, 19' dislance to curb line and extended crosswalk 01 025 01 0.45 Minor $1,650 $1,000 PO SGNL A and B (San RMP4754 212 2 A: 39' height; B: 39' heighl 0,1 01 0,1 0.3 Minor $850 $850 POSGNLA RMP4755 212 2 40' height 01 0,1 0,1 0.3 Minor $850 $850 PO SGNL B RMP4755 212 2 39,5' height 01 01 0,1 0.3 Minor $850 $850 PDSGNLA RMP4781 281 2 40' Height; exceeds 5' to cuib line and crosswalk 01 025 01 01 0.55 Moderate $1,850 $1,000 PDSGNLAandB RMP50 10 2 46' Height: 78' to curb line; exceeds 5' to cross walk PO SGNL B highly Inaccesseble 01 01 025 0,1 0.55 Moderate $1,850 $1,000 POSGNLA RMP51 10 2 45,6' Height: exceeds 5' to crosswalk: 69' to curb line 01 01 0,1 0.3 Minor $1,650 $1,000 PDSGNLB RMP51 10 2 4,5' Height: exceeds 5' to crosswalk and curb; no clearance on any side of signal 01 01 0,26 0,1 0.55 Mo(terate $1,850 $1,000 PDSGNLAandB (Sen RMP58 12 2 not compliant 01 0,1 1 1.2 Moderate $650 $650 PDSGNLAandB (Sen RMP59 12 2 height of push button A and B: 40* 01 0,1 0,1 0.3 Minor $850 $850 PDSGNLA RMP631 61 2 47' Heighl: 21'to curb 01 0,1 01 0.3 Minor $1,650 $1,000 PDSGNLAandB (San RMP632 61 2 A and B4r Height 01 01 0.2 Minor $650 $650 PO SGNLB RMP632 61 2 47' Height; 25' to curb and 60' to cmsswalk 01 0,1 0.1 0.3 Minor $1,650 $1,000 POSGNLA RMP640 95 2 46,5' Heighl: 43' to curb end 60' to crosswalk 01 0.1 0.2 Minor $650 $650 PDSGNLB RMP640 95 2 46' Height: 28' to curb and crosswalk 01 0,1 01 0.3 Minor $1,650 $1,000 PDSQNLAndB(San RMP641 95 -2 A: 38,5' Height, B: 39' Height: exceeds 10' from orosswalk 01 025 01 0.45 Minor $1,650 $1,000 PDSGNLA RMP642 105 2 50' Heighl 01 01 01 0.3 Minor $850 $850 PDSGNLB RMP642 105 . 2 exceeds 10' between signels 01 0,25 0.1 0.45 Minor $1,650 $1,000 POSGNLA RMP643 105 2 47.5' Height: exceeds 10' between signals: exceeds 60' to crosswalk 01 01 0,25 01 0.55 Moderate $2,650 $1,000 PDSGNLB RMP643 105 2 46' Heighl 01 01 0.2 Minor $650 $650 PDSGNLAandB (Sarr RMP70 24 2 not complianl: signal B exceeds 5' to crosswalk 01 01 01 0.3 Minor $1,650 $1,000 PO SIGNL A RMP862 106 2 47' Height: exceeds 5' to crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 PD SIGNL B RMP862 106 2 47' Height: exceeds 5' to crosswalk 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNL A and B(SaiT RMP863 106 2 A: 47' Heighl, B: 47' Heighl: 25" to curb and 63' to crosswalk: 32' clear p.o.t between signal pole and edge of walk heading north SGNL A is for future crossing, currently no ramp or sidewelk lo conned to 01 01 01 0,25 0.1 0.65 Moderate $2,850 $1,000 PDSGNLAandB (San RMP968 120 2 A: 42' Height, B: 42' Heighl: neither parallel to direction of travel: 48' lo crosswelk and curb 01 01 0.1 0.3 Minor $1,650 $1,000 PDSGNLAandB (San RMP969 119 2 A: 41' Height, B: 40' Height 22' to curb and 50' to crosswalk 01 0,1 0,1 01 0.4 Minor $1,850 $1,000 PDSGNLAandB (San RMP970 119 2 A: 39" Height, B: 39" Height 15' to curb and 44' to crosswalk 01 0,25 01 01 0.55 Moderate $1,850 $1,000 PDSGNLAandB (San RMP971 120 2 A: 39' Heighl, B: 39' Height 18' to curb and 34' lo crosswalk sTdewalk ends SiTiffier side of ramp 01 025 01 0.1 0.55 Moderate $1,850 $1,000 PDSGNLAandB (San RMP999 130 2 A: 47' Height, B: 47' Height 53' to curb and 54' to crosswalk Jackson crosswelk heading east leads to nothing 01 0.1 0.2 Minor $650 $650 POSGNLA RMP51 10 2 45.5' Height exceeds 5' to crosswalk; 69' to curb line 01 01 01 0.3 Minor $1,650 $1,000 Construction Cateaorv: Band Relocate / Replace Adjust Construct Update Install Trim <emov< Grind Composite all Items Comoosite all Items FOCUS AREA 'B' PEDESTRIAN SIGNALS npliance Item Cotor Pole Banding Actuator Distance from jCrosswalk Line ^tualor Distance fnom Cub ^tuator Distance from other Buttons Fiekl Vtok Deemed Non-jConforming Push Button Parallel to Oirecbon d Crossing Actuator Height jLevel Ctear Roor Space Ctear Floor Space at Push Button Buttons are old style actuators instead of dome or anow Muator IPed signal and actuator does not support countdown bmer or audible countdown Vegetabve Obsbucbon in Ctear Floor Space Hard Obstnjcbon in Qear Floor Space Uplift in Clear Ftoor Space Composite Scxxes or Costs Composite Rabng Category Sross CosIs (some doubte xxjnbng occuis) tet Costs (with Maximum for amp replacement Location Facility ID Mao Paa Tier Existina Conditiop Nota^ Individual Item Cost: $50 $1,000 $1,000 $1,000 $1,000 $200 $200 $200 $200 $600 $600 $100 $1,133 $250 N/E PDSGNL A aid B KTUA599 204 2 A: 39" height: B: 38,5* height; 27" to curb and crosswalk 01 01 01 0.1 0.4 Minor $1,850 $1,000 N/W PO SQNL on Plaza KTUA610 4 2 not complianl 01 01 1 1.2 Moderate $650 $650 PDSGNL A (NAM RMP KTLIA641 141 2 39' Heighl: 7'2" to crosswelk and curb visual numeric countdown 01 01 01 0.1 0.4 Minor $1,850 $1,000 PDSGNL A (S/E RMP KTUA607 141 2 38.5' Height: 62" to curb line and crosswalk 1 01 01 01 0.1 0.4 Minor $1,850 $1,000 PD SGNL A (S/W RMP KTUA634 141 2 40.5' Height: 7'4' to crosswalk: 7'10' to curb line visual numeric counldown 01 0.25 01 01 0.55 Moderate $1,850 $1,000 PDSGNLAandB (N/E KTUA606 141 2 38.5' Height: 25' to curb line: 30' to crosswalk visual numeric countdown 01 0.1 01 01 0.4 Minor $1,850 $1,000 PD SGNL A at El Camin KTUA621 257 2 39" Heighl: 5' to curb line and 8' lo crosswalk 01 0.25 0.1 0.1 0.55 Moderate $1,850 $1,000 PD SGNL A at NE RMP KTUA620 257 2 38" Height: 46' to crosswelk and 40" to curb line 01 01 01 0.3 Minor $850 $850 PDSGNL A at SERMP KTUA623 257 2 37" Height: 21' to crosswalk and curb line 01 0,1 01 0.1 0.4 Minor $1,850 $1,000 PDSGNL A on Plaza D KTUA608 4 2 height of push button: 39': exceeds 5' lo crosswalk 01 01 01 0.1 0.4 Minor $1,850 $1,000^ S/E PDSGNLAandB KTUA600 204 2 A: 39" height: B: 39' tielght: 29' to curb end crosswalk 01 0.1 0.1 01 0.4 Minor $1,850 $1,000 SAIV PD SGNL on Plaza KTUA613 12 2 compliant 01 01 0.2 Minor $650 $650 PDSGNLB (S/E RMPi KTtJA607 141 2 39.5' Height: 32" to cub line and crosswalk exceed Wbefween signals 01 0,25 01 0.1 0.55 Moderate $1,850 $1,000 PDSGNL Bat NERMP KTUA623 257 2 38.5' Height: 46' to crosswalk end 40' to curb line 01 0.1 0.1 0.3 Minor $850 $850 PD SGNL B on Plaza D KTUA611 4 2 height of push buttons: 39.5' 01 01 1 01 0.3 $850 $850 # of signals wifli this problem I $1,047,347 Count % Of Total Conforming 0 0,00% Minor 489 73.20% Moderate 178 26.65% Major 1 0.15% Total 668 100.00% Cityof Corlsbod D: General Grievance Form The City of Carlsbad provides a General Grievance Form online: www.carlsbadca.gov/services/depart- nnents/code/Documents/C-%201%20COMPLAINT.pdf The fornn nnay be printed and mailed or brought in to the city offices at 2965 Roosevelt Street, Suite B, Carlsbad. California 92008. The form can also be faxed to the office at 760-720-2037. ^ CiTY OF CARLSBAD COMPLAINT INVESTIGATION REPORT C-1 Code Enforcement Housing & Nvighborhood S«ryk«s 2965 Roosevelt St #B 760-602-2703 www.carlsbadca.gov CV#: COMPLAINANT INFORMATION IS REQUIRED IN ORDER TO PROCESS AN INVESTIGATION Complainant Today's Date: Hm. Phone Address ,Wk.R»one , Bv Date Received Date Confirmed Code Officer Violation Address A.P.N. Tenant/ Violatoc- OwnerA/lolatoL- Owner Address Owners Agent— Phone. Phone. Phone. Phone. Nature of Complaint. Office use-VIOLATION TYPE >ICMA Code Q Housing Q Zoning • Dangerois BIdgs. QNuisance • aher • Animals • Buiiding D Business License • Engineering/ROW • Garbage & Junk • Heaith & Safety • ROW/SIGNS • Noise • Peddlers • Signs • IDEA (Inter-Department Enforcement Assist) O Vehicle Abatement • Vehicle Zoning • Zoning • Abandoned Property n Campa^n Signs • Encampments • Expired Building Permit • Expired Building Plan Ched( D Newsracks • Playground Equipment/RCWV Response c-1 Page 1 of 1 Rev. 06/09 236 ADA Transition Plan E: References The following agencies, organizations and publications were used in preparation of thisTransition Plan forthe City of Carlsbad: Access to Independence, San Diego ADA Accessibility Guidelines (ADAAG) Americans with Disabilities Act Americans with Disabilities Act ADA Transition Plan for Public Rights-of-Way, City of Roseville, CA Americans with Disabilities Act Transition Plan, Sacramento County Department of Transportation California Buildings and Standards Code, Title 24 California Department of Transportation (Caltrans) California Disabled Accessibility Guidebook-CalDAG City of Carlsbad City of Carlsbad Pedestrian Master Plan City of San Diego Pedestrian Master Plan City of San Diego Transition Plan Division of State Architect (DSA), California, Access Compliance Regulations Manual of Uniform Traffic Control Devices (MUTCD) Public Right-of-Way Accessibility Guidelines - Draft (PROWAG) San Diego Center for the Blind San Diego Regional Standard Drawings (SDRSD) 237 PROOF OF PUBLICATION (2010 & 2011 C.C.P.) This space is for tlie County Clerl<'s Filing Stamp STATE OF CALIFORNIA County of San Diego I ann a citizen of the United States and a resident of the County aforesaid: I am over the age of eighteen years and not a party to or interested in the above-entitled matter. I am the principal clerk of the printer of North County Times Formerly known as the Blade-Citizen and The Times-Advocate and which newspapers have been adjudicated newspapers of general circulation by the Superior Court of the County of San Diego, State of California, for the City of Oceanside and the City of Escondido, Court Decree number 171349, for the County of San Diego, that the notice of which the annexed is a printed copy (set in type not smaller than nonpariel), has been published in each regular and entire issue of said newspaper and not in any supplement thereof on the following dates, to-wit: Proof of Publication of NOTICE OF PUBLIC HfiARII^ . „ Ina at the Coun? Chamber?*'4200 Carisooa j^iig^ Drive, Corlsbad/Californld. ot 6:00 p;m. on Tuesday, February 26,W3, to constfiter: 1 Adoptrng a resolution approving the f»y£ Carlsbad. cans Willi Disabilities Act Transition Plan for Pgb)lc RlStits^r way. , ' 1 tlon in the City of Cdrlsbod. be available on and after February «.,20\3. ^ Coofes of the proposed City of Carl bilities Act, Iron^jtlpn Pjon for tun e Americans with Disa- ^ S^XEmiri^^Co^Sor. 163S Fara day Avenue. Carlsbad, CA 92008 (740) *(B-2766. public hearing.; CASE NAAAE: Carisbad American with DlsabWtles Transition Plan for Public Ri9hts-of;Way. CITYOF CARLSBAD CITY COUNCIL Pub: 2/16/13 . ' : February 16*, 2013 I certify (or declare) under penalty of perjury that the foregoing is true and correct. Dated at Escondido, California On This4:S?^ay February 2013 Jane AUshouse NORTH COUNTY TIMES Legal Advertising ADA Transition Plan for Public Rights-of-Way Marshall Plantz Senior Civil Engineer What Transition Plan •Identifies facilities that limit accessibility. •Describes changes to make the facilities accessible. •Provides a timeline for implementing changes. Why Laws, Building Codes and Policies •Federal Acts/Laws •California Building Codes •Carlsbad Policy Qualify for Transportation funding Create Accessible Pathways How Identify Existing Conditions Identify Scope of Improvements Identify Scope of Financing Identify a Work plan Identify Existing Conditions Existing Conditions •Tier 1 (Blue hatched area) •Tier 2 (Red hatched area) Identify Scope of Improvements Focus Study Areas •Area A (White area) •Area B (Yellow area) •Area C (Blue area) Identify Scope of Improvements Focus Study Area A •Priority Level 1 •Priority Level 2 •Priority Level 3 Identify Scope of Financing Focus Study Area A •Priority Level 1 - $950,000 •Priority Level 2 - $720,000 •Priority Level 3 - $2,030,000 Focus Study Area B •All Levels - $1,610,000 Identify a Work Plan Focus Study Area Improvements Cost Timing A Priority Level 1 $950,000 Near Term A Priority Level 2 $720,000 Short Term A Priority Level 3 $2,030,000 Mid Term B All $1,610,000* Long Term Next Steps •Conduct Public Hearing •Adopt Resolution approving the Plan •Program funding as part of the Capital Improvement Program budget adoption. •Prepare Construction Documents •Construct Improvements ADA Transition Plan for Public Rights-of-Way