HomeMy WebLinkAboutDWG 477-8; CUP 12-07; CARLSBAD FIRE STATION NO. 3; 01-08CITY OF CARLSBAD GENERAL NOTES 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR CITY OF CARLSBAD WATER NOTES
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN
CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST
EDITION) VOLUMES 2 & 3.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA
PERTAIN TO THIS PROJECT. TIHE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE
THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION CONSTRUCTION SAFETY ORDERS.
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES,
ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED
OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE
PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF
OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE CONSTRUCTION, TELEPHONE NO. (760) 438-3891 FOR SCHEDULING. INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE
CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING PROVIDED, TELEPHONE NO. (760)438-3891.
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL
THE CITY AND OTHER APPROPRIATE AGENCIES. GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT
6: 00 PM EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY DISTRICT ENGINEER.
ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
AGREEMENT. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF
SHEET OF THE PLANS AND TITLE SHEET. OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE PROTECTION.
GRADING OPERATION.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SIGNED BY THE CITY ENGINEER. BLASTING PROGRAM AND BLASTING PERMIT. ' SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON 9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1" AND ALL THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE CITY. METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT 10. ALL WATER METER BOXES SHALL BE 17"X30"X12" POLYMER CONCRETE AS
PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE MANUFACTURED BY ARMORCAST OR EQUAL. PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: 11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES BE 10 FEET.
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF 12. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS GRADE.
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE 13. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS"
CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
12. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE (800)422-4133 14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES UNDERGROUND SERVICE ALERT HIGH-DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL SDG&E (800)660-7343 INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING PACIFIC BELL (800)892-0123 DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED
BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING TIME WARNER CABLE (760)438-77 41 "VINYL-IRON" H.D. FOR C900.
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE COX COMMUNICATIONS (760)806-9809
AVAILABLE PRIOR TO SCHEDULING. CITY OF CARLSBAD (STREETS AND STORM DRAIN) (760)434-2980
*CITY OF CARLSBAD (SEWER.WATER & RECLAIMED WATER) (760)438-2722
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE *SAN DIEGUITO WATER DISTRICT (760)633-2650 CITY OF CARLSBAD SEWER NOTES MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) *LEUCADIA WASTEWATER DISTRICT (760)753-0155
438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE *VALLECITOS WATER DISTRICT (760)744-0460 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT *OLIVENHAIN WATER DISTRICT (760)753-6466 "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1-GENERAL
WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. *BUENA SANITATION DISTRICT (760)726-1340 DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND
WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. APPURTENANCES, AND VOLUME 3-STANDARD DRAWINGS AND NOTES AND THE STANDARD
* AS APPROPRIATE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK).
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF
DECLARATION OF RESPONSIBLE CHARGE CITY OF CARLSBAD SIGNING AND STRIPING NOTES INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF
THE STATE CONSTRUCTION SAFETY ORDERS.
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S CONSISTENT WITH CURRENT STANDARDS. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS
AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 ENGINEER AND SUPERINTENDENT.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE OR LATEST ~ERSION THEREOF), TI-IESE PLANS AND THE SPECIAL PROVISIONS. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS PERMIT SHALL BE REQUIRED.
DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.
FIRM: MSL ENGINEERING, INC. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48
4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE HOURS PRIOR TO TIHE BEGINNING OF CONSTRUCTION. (TELEPHONE ND. [760] 438-3891)
ADDRESS: 402 W. ARROW HWY., SUITE 4 ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS.
CITY, ST.: SAN DIMAS, CA 91773 STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL
USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). CITY OF CARLSBAD STREET NOTES
TELEPHONE: (909) 305-2395 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE
BY: r!/d_r/4~ DATE: 05-19-14 AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA,
~-R . OUR Ux RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE
CITY INSPECTOR. PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED
R.C.E. ND.: 38382 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR
PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE
REGISTRATION EXPIRATION DATE: 03-31-2015 WORK BEGINS.
8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND
PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND
CONTRACTOR. CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE
9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CAL TRANS METRIC ALLOWED. ALL LUMINAIRES SHALL BE "CUT OFF" TYPE.
STENCILS.
WORK TO BE DONE 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 1 O' CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN
DIRECTED BY THE CITY ENGINEER. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE 1. CARLSBAD MUNICIPAL CODE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON
2. CITY OF CARLSBAD ENGINEERING STANDARDS UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. CALIFORNIA ADMINISTRATIVE CODE.
3. THIS SET OF PLANS 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 6. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD
4. RESOLUTION NO. 6930 DA TED NOVEMBER 21 2012 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON LANDSCAPE MANUAL.
UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION1, AS AMENDED FOR 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. BOOK). WORK OF THIS PLAN PER SDRS DWG M19.
15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL 6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON CONSULTING INC. SAN DIEGO REGIONAL STANDARD DRAWING M-45.
DATED MARCH 30 2012. BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND
16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY SURVEYORS ACT.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE OF CARLSBAD MOUNTING BRACKET WITH STRAPS.
MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE ENGINEERING INSPECTOR.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
N.A. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY CIVIL ENGINEER
THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE J\/J s I mt1NEERING, INC.
?llorEss 19'<,i
9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY MSL RELOCATED OR TO REMAIN. ? f LAJ.iJu,/ i,, ENGINEERING, INC. DATED WDID NO. 9 37S 19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TD BE INSTALLED ~ <2:--CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT r; :,(. ~
10. STORM WATER MANAGEMENT PLAN PREPARED BY MSL ENGINEERING INC. IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"x24" AND THE OM1-3 402 WEST ARROW HWY., SUITE 4, SAN DIMAS, CA 91773 \:'z No. 38382 !;]
DATED JANUARY 06 2014. OBJECT MARKER SHALL BE 12"x12" (909) 305-2395 FAX (909) 305-2397 *~ * l.f\--;. C/y\\.. ~~ 11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION 11~.&o~ "" HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. D5-19-H OF CAL I~
R.C.E. 3!3!2 DATE
IMPROVEMENT PLANS FOR LEGEND
Carlsbad Fire Station No. 3 DESCRIPTION DWG.NO. SYMBOL QUANTITY
PROJECT BOUNDARY N/A N/A
CARLSBAD FIRE DEPARTMENT PROPOSED R/W N/A -----N/A
CARLSBAD, CALIFORNIA -~,rt.I-'-·-··
EXISTING R/W N/A N/A
SURF ACE IMPRQVEMENTS
CITY OF OCEANSIDE
HIGHWAY· 78 -6" TYPE "G" CURB AND GUTTER SDRSD G-2 408 LF
' . -I ' ·,' ·r~ . .r-, 4" PCC SIDEWALK SDRSD G-7 3,680 SF '1-0 " I
'• ~ .\;; ' 9'.P I
\~~' i I -
6" MEDIAN CURB GS-18 92LF
.,.?, ~ /, •'l' '_f' SPECIAL CROSS GUTTER GS-9 640SF "' = <( C ' c,,~ . , •~ ... -~ ,JC! · ,:,".1.!f1,v0 --\ CITY OF CONG. DRIVEWAY (ALLEY TYPE) MODIFIED SDRSD G-14E ~ 2,465 SF
~j " :2 ~ ;J VISTA ~ 2 EA. TYPE "A" CURB RAMP SDRSD G-27 ~ CANN N o ~· ,p<' '--,, ("'\ u QJ' '\ ~ ROAD 1 5300 PUPIL LUMEN 40 WA TT HEI SDRSD • * 5 EA.
J □ALOMAR . ~ ~ STREET LIGHT E-1,E-2 1 "c < ~ y ")~ .. c,T1\~ ""'' ~o
-,c < ?01 I CITY 4" AC OVER 1 O" AB GS-17 11,920 SF ';O -OF SAN -r \) RO,t\0 i\
\\ '°-I' \)'.), ALGA MARCOS REVERSE PARKWAY DRAIN ***SPPWC 151-2 5 EA.
~~ -PACIFIC 0 2" GRIND AND AC OVERLAY GS-17 /(////7/7 240 SF u I
17 OCEAN .. "' I 0 r~ A·····.··.<) ~ J 8" STAMPED DECORATIVE CONC. PAVEMENT SDRSD G-18 1,000 SF
D-
Ls cosrA" _; A VE ~ 0"
\~
,-I CROSS GUTTER SDRSD G-12 ~-660 SF
~ ~ p I I ,? r STREET SURVEY MONUMENT SDRSD M-10 A 2 EA. L.,_ ,,, ...
I
' I WATER IMPROVEMENTS -,._, CITY OF ENCINITAS
8" PVC WATER MAIN •w-2 ---w----486 LF
VICINITY MAP 6" FIRE HYDRANT ASSEMBLY •w-12 0 □ W-➔ 2 EA
NOT TO SCALE 2" WATER SERVICE WITH 2" WM, BFD, *W-4,W-20 -®-c=>-W--1 EA •· AND PRV ' SOURCE OF TOPOGRAPHY 2" BLOW OFF ASSEMBLY *W-6 4 EA
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY DATA
COLLECTION METHODS FROM INFORMATION GATHERED ON JULY ' THRUST BLOCK *W-15 C::, 13 EA
2011 BY MSL ENGINEERING, INC. TOPOGRAPHY SHOWN HEREON
CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. 8" GATE VALVE *W-16 " 4 EA
2" MANUAL AIR RELEASE VALVE *W-6 0 4 EA
ASSEMBLY
BENCH MARK
DESCRIPTION: COUNTY OF SAN DIEGO BENCH MARK NO. R1800 443+00 BC RECYCLED WATER IMPROVEMENTS
LOCATION: A STREET CL MON. ON EL CAMINO REAL 2.32 Ml NLY FROM
PALOMAR AIRPORT RD. TENT. ADJ. ELEV. 44.780 2" IRR. SERVICE WITH 2" IRR. METER *W-4 0---RW--2 EA
RECORDED: AND PRV
ELEVATION: 44. 780' DATUM: NAVD 29 1" IRR. SERVICE INSIDE A 4" SLEEVE *W-2 --1"RW--53 LF
INDEX SHEET SEWER IMPROVEMENTS
-..fO\..._ SEWER MANHOLE S-1 2 EA
NO. SHEET TITLE ,/
6" PVC SEWER LATERAL AND CLEANOUT S-6,S-7 -----6"S 26 LF
1 OF 8 STREET IMPROVEMENT PLAN TITLE SHEET
2 OF 8 STREET IMPROVEMENT PLAN NOTES, DETAILS AND SECTIONS 8" PVC SEWER MAIN S-5 -----8"S 382 LF
3 OF 8 STREET IMPROVEMENT PLAN AND PROFILE STORM DRAIN IMPROVEMENTS
4 OF 8 SEWER, WATER AND RECLAIMED WATER PLAN AND PROFILE
24" RCP STORM DRAIN SDRSD D-60 ==::::-= 218 LF 5 OF 8 STORM DRAIN PLAN AND PROFILE
6 OF 8 STORM DRAIN PLAN AND PROFILE STORM DRAIN CLEANOUT TYPE 86 SDRSD D-10 "cJ b=11 2 EA
7 OF 8 STORM DRAIN PLAN DETAIL SHEET 72" RCP STORM DRAIN SDRSD D-60 E :::: 3 133 LF
8 OF 8 SIGNING AND STRIPING PLAN
6" PVC PERFORATED STORM DRAIN SDRSD D-60 -----144 LF
GRATED INLET MANHOLE SDRSD M-3 Ir ~ th= "'I 2 EA
PROJECT LOCATION STORM DRAIN CLEANOUT TYPE A-8 SDRSD D-09 Ir ~ th = "'I 2 EA
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
208-010-038 039 AND 042 ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL DRAWINGS (SDRSD) ' THE CALIFORNIA CODRDINA TE INDEX OF THIS PROJECT IS UNLESS OTHERWISE NOTED.
N 2000735 E 6241542
• CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING.
REFERENCE DRAWINGS ** (SDRSD) AS MODIFIED BY CITY OF CARLSBAD.
CANNON ROAD .................................... 433-6 ••• (SPPWC) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION WIND TRAIL WAY ................................ .433-6
BASIS OF BEARINGS
THE BEARING N25·49'42"w, OF THE CENTERLINE OF WIND TRAIL WAY AS
SHOWN ON TI-IE MAP OF CARLSBAD TRACT NO. 02-16 ROBERTSON RANCH
EAST VILLAGE WAS TAKEN AS THE BASIS OF BEARINGS FOR THIS MAP.
CITY OF CARLSBAD FIRE DEPARTMENT "AS BUil T" Underground Service Alert REQUIREMENTS
v.,tfORt >-'ou Call: Toll Free NO. OF F.H.(S)__l__F.FLOW 2000 G.P.M. OUT OF_1_F.H.(S).
vY }[ a (J'f". ,...G'
81 1 81.. SPRINKLED 3?/NO ... F.FLOW f'fxX) G.P.M. DATE P.E. EXP.
,mi '~~i-E;'-C,./8.Zo1i ~ TWO WORKING DAYS REVIEWED BY:
BEFORE YOU DIG FIRE MASAL ~ DA TE
INSPECTOR DATE
I SHfET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
Carlsbad Fire Station No. 3
STREET IMPROVEMENT PLAN
/I TI'~L SHEET
APPROVED:,¼,~✓. / 1 ' . v' 3.pri/JIL__ Jaso Geldert #63912 09/30/14
CITY ENGINEER PE EXPIRES DATE
/1\
DATE INITIAL OWN BY: GRH
I
PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: MSI REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: MSI 477-8
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CITY OF CARLSBAD GENERAL NOTES
RECYCLED WATER NOTES
1. ALL WORK SHALL BE DONE! IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER
DISTRICT'S RULES AND REGULATIONS.
I
2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE
PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING.
3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE
BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING.
4. HOSE BIBS ARE STRICTLY PROHIBITED.
5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES
ARE STRICTLY PROHIBITED.
6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL
OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT.
7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER
DISTRICT'S RULES AND REGULATIONS.
8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 9: 00 P.M. TO 6: 00 A.M.
THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE
MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH
DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF
THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY
THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF
9: 00 P.M. TO 6: 00 A.M.
9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER
DISTRICT'S RULES AND REGULATIONS.
10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED
WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPLICATION THROUGH
IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN,
CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED.
11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE
OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS.
12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR
THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL
WATER DISTRICT'S RULES AND REGULATIONS.
13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE
BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND
SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE.
14. ALL IRRIGATION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR
RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND
STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD
MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS.
15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE
RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET
APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY.
MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES.
16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE
INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES
CROSSING SEPARATION BETWEEN OTHER UTILITIES.
17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A
POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER
LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED
PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES
AND REGULATIONS.
18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE
CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT
OF ENVIRONMENTAL HEALTH.
19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE
CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY
DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL
BE FORWARDED TO THE NON-INSPECTING PARTY.
20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK"
SIGN SHALL BE CALLED OUT ON THE PLANS.
21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR
SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH
PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF
BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES AND
REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM.
COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED
TO THE CARLSBAD MUNICIPAL WATER DISTRICT.
IN CASE OF EMERGENCY CONTACT
OR AFTER HOURS CONTACT
AT
AT
22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY
WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL
BE SHOWN ON THE PLANS.
23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS
AND/OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE.
24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS
IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE
PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS.
25. ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER
AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER
DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE
"SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE
FOUND ON THE CITY WEB SITE AT WWW.Cl.CARLSBAD.CA.US/PDFDOC,HTML?PID=340.
CITY OF CARLSBAD RECYCLED WATER SIGNAGE NOTES
THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE
PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE
EASILY VISIBLE. PLACE ON 8-1/2"x11" SIZED SIGN.
COLOR: PURPLE BACKGROUND WITH BLACK LETTERING.
1. GUIDELINES FOR RECYCLED WATER USE
A. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING
OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED
SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT
UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE.
B. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING.
THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL.
TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL
INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE
EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE
REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT
WILL PROMOTE MAXIMUM SOIL ABSORPTION).
C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE
CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND
LOTS, AND STREETS AND SIDEWALKS.
D. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL
FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD
BE REPAIRED AS SOON AS THEY BECOME APPARENT.
E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE
AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE
PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED
THAT WATER IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR
DRINKING OR FOR HAND AND TOOL WASHING, ETC.
F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO
ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND
APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE
WITH DISTRICT STANDARDS.
1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH
IDENTIFICATION TAGS.
A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x4", PURPLE IN COLOR, WITH
THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON
ONE SIDE, AND "AVISO -AGUA IMPURA -NO TOM AR" IMPRINTED ON THE
OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE
TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL.
B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS:
1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR
2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR
3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT.
LEGEND
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TOP OF CONCRETE CURB WM
FINISHED CONCRETE SURFACE FH
ASPHALTIC CEMENT PAVEMENT GM
FLOW LINE SMH
FINISHED GRADE OF DIRT pp
FINISHED FLOOR OF BUILDING SL
BACK OF SIDEWALK CO.
EDGE OF GUTTER IP
INVERT LP
GRADE BREAK SDMH
HIGH POINT RCP
TOP OF BERM !CV
EDGE OF A.C. PAVEMENT ICB
PROPERTY LINE GP
CENTER LINE WIF
TOP OF WALL PB
TOP OF RETAINING WALL PA
TOP OF FOOTING EPB
TOP OF DRAIN BOX GRATE SLC
EDGE OF A.C. PAVEMENT BF
CONCENTRATED FLOW LINE CB
SHEET FLOW DRAINAGE PRS
TOP OF HEADWALL SLS
EXISTING ELEVATION OS
EXISTING CONTOUR ELEVATION B.E.P.
PROPOSED ELEVATION
PROPOSED CONTOUR ELEVATION
INSIDE DIAMETER
OUTSIDE DIAMETER
GAS MAIN
WATER MAIN
SANITARY SEWER
UNDERGROUND ELECTRICAL CONDUIT
UNDERGROUND TELEPHONE CONDUIT
STORM DRAIN
UNDERGROUND CABLE TELEVISION
CONDUIT
TRAFFIC SIGNAL CONDUIT
WATER VALVE
WATER METER
FIRE HYDRANT
GAS METER
SANITARY SEWER MANHOLE
POWER POLE
STREET LIGHT
CLEANOUT
IRON PIPE
LIGHT POLE
STORM DRAIN MANHOLE
REINFORCED CONCRETE PIPE
IRRIGATION CONTROL VAL VE
IRRIGATION CONTROL BOX
GUARD POST
WROUGHT IRON FENCE
PULL BOX
LANDSCAPED PLANTER AREA
ELECTRIC PULL BOX
STREET LIGHT CONDUIT
BACKFLOW PREVENTION DEVICE
CATCH BASIN
PARKING REGULATION SIGN
SPEED LIMIT SIGN
DIRECTIONAL SIGN
BOTTOM OF EXCAVATED PLANE
(1) EASEMENT FOR STREET STORM WATER RUNOFF STORM DRAIN
HYDROMODIFICATION STORAGE AND BIORETENTION TREATMENT
PURPOSES.
(8) 30" DIAMETER ACCESS AND OVERFLOW INLET STORM DRAIN MANHOLE
RISER WITH A GRATED INLET.
(2) 72" DIAMETER STORM DRAIN HYDROMODIFICATION STORAGE PIPE SIZED
PER COUNTY AND CITY STANDARDS. PROVIDE A WEIR OUTLET
CONTROL MANHOLE AT THE DOWNSTREAM END OF THE 72" DIAMETER
STORAGE PIPE AND CONNECT A 24" DIAMETER OUTLET PIPE TO THE
NEW STREET STORM DRAIN PIPE STUB EXTENSION.
(9) BIORETENTION LANDSCAPED FACILITY FOR STORMWATER TREATMENT
PER COUNTY LOW IMPACT DEVELOPMENT JANUARY 13, 2011 SUSMP
DESIGN GUIDE. THE "WET" SURFACE AREA OF THE BIORETENTION
FACILITY SHALL BE AT LEAST 4% OF THE TRIBUTARY IMPERVIOUS
SURFACE AREA. THE BOTTOM OF THE BIORETENTION FACILITY SHALL
BE GRADED FLAT.
(3) H/5 BUT 2' MINIMUM PER CITY STANDARD GS-14. (10) 2.2' MAXIMUM TALL 3 HORIZONTAL TO 1 VERTICAL MAXIMUM PLANTED
SIDE SLOPES.
(4) 18" MINIMUM THICK SOIL MIX DEPTH CONSISTING OF A SAND/COMPOST
MIX WITH A 5 INCHES PER HOUR MINIMUM SUSTAINED PERCOLATION
RATE USING A RECOMMENDED INITIAL RATE OF UP TO 10 INCHES PER
HOUR.
(11) REVERSE UNDERSIDEWALK PARKWAY DRAIN PER MODIFIED SPPWC
STANDARD PLAN 151-2.
(5) 0.7' SURFACE RESERVOIR DEPTH.
(6) 0.5' TO 0.8' FREEBOARD.
(12) TYPE G 6" CURB AND 18" GUTTER PER SDRSD G-2.
(13) 4" THICK CONCRETE SIDEWALK PER SDRSD G-7.
(14) OPTIONAL FUTURE RETAINING WALL BY OTHERS.
(7) 6" DIAMETER PER FORA TED PVC STORM DRAIN PIPE IN A FILTER SOCK
IN THE CENTER OF A 12" THICK LAYER OF CLASS 2 PERMEABLE
GRAVEL ON TOP OF A 15 MIL HOPE LINER UNDER THE ENTIRE AREA
OF SOIL MIX WITH AN OUTLET INTO THE DOWNSTREAM MANHOLE RISER.
I
I
NORTH
R/W TRAILBLAZER WAY 60'
-
STREET LIGHT, BASE AND CONDUIT
TYPICAL BOTH SIDES OF STREET
SOUTH
R/W
30'
13' (1 ),(9) 13' i' 17'
6'! . 5' 7.5' 5' 5'
1~ w
MAX·L?'\·-1.-i~'--"----17' 13' 13' /1).!9L,
= 12' , 5' 1~7.5' H-,'''----"5'-' -.lt-6" t
-11 11 1 ( 4.5'. 4' . 4.5' 3·,
7'
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MAX. ~, ~ ~-L"lil' l
+-= .. mm' "iii' i[;e" soi " ,~y TRENCH SEE r4" PV' RECLAIMED "lil" STREET =.,.. SDRSD M-15 FOR LIGHT
(7)J (8) DETAILS TYPICAL JJ WATER MAIN 0. CONDUIT -'--8" PVC
"m
BOTH SIDES 8" PVC
OF STREET ~/SEWER WATER (J N MAIN (2)-, 24" RCP MAI
STORM DRAIN
REFERENCE: MODIFIED CITY STANDARDS GS-1B, GS-6A, GS-17
TYPICAL SECTION
TRAILBLAZER WAY
SCALE: HORIZ. 1"=10' 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER
HEADS. VERT. 1 "=4'
G. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE //
IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A 1-----------/---,,-£-----------------------+-----------------------------.-------------------------------1
PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE'READllY ~ UTILITY CONTACTS rBLACK LOGO
SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. ·------ELECTRICAL _____ _
;:
PURPLE BACKROUND
SAN DIEGO GAS AND ELECTRIC (800) 660-7343 1"
8316 CENTURY PARK COURT (858) 654-8666 FAX 36 ,, / BLACK LETTERS
SAN DIEGO, CA. 92123 egimmaps@semprautilities.com 'L'No£R k-------'------_:__-=----~--------1
k! AVE. w N. fQRK Q 0 9: ,._. in
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CITY OF CARLSBAD RECYCLED WATER
NOTES FOR INSPECTION PROCEDURES
1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE:
A. LOCATION OF PIPE LINES.
B. TRENCH DEPTH.
C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY).
D. PIPE IDENTIFICATION.
E. POINTS-OF-CONNECTION (POC'S).
F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS.
G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECYCLED WATER (IF
RECYCLED WATER IS USED FOR CONSTRUCTION).
AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE
OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY
HEAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL.
2. DISTRICT FINAL INSPECTION SHALL INCLUDE:
A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE
THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF
AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER.
B. WARNING SIGNS AND LABELS.
C. QUICK COUPLING VALVES.
0. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY,
RUNOFF, AND PONDING.
E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS.
F. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC.
G. CROSS-CONNECTION.
3. ANNUAL INSPECTION SHALL INCLUDE:
A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B AND PART G OF
THE DISTRICT FINAL INSPECTION.
REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER AND
DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD.
n n , -*.1/ J I (N.T.S.) / , ,JY :------+-----..--'----'-------f'-----------
NATURAL GAS l~~~~'--1_!1:~~1~-1·" " I I SAN DIEGO GAS AND ELECTRIC (BOO) 660-7343 l GLEN i;_ c--;~:=.::-' WARNING RECYCLED WATER
GAS TECHNICAL SERVICES (858) 547-2021 FAX J:5..1LBLAZER\ ) q, .;, :1 °' DO NOT DRINK ~
6875 CONSOLIDATED WAY, SD1313 ... [•::::::'=zrclf~ \\-'!\_ . ;..., ~
SAN DIEGO, CA. 92121-2602 i >:> .. · ..... ~ \'e-RECYCLED WATER ~; ~0:~:Wi~~~~:~~}~~ER COURT g~~l1NQ~l~~~~NG COORDINATOR /::: ~~~\( j:.~~~~c;~.J-~:;::::::;::::::::::~ \~\:;:::::~RO~.::::-✓ \... ~ LAVE~:s~~i~~F6~~ps~~T~~T~NS~R ~
SAN DIEGO, CA. 92121 (858) 635-8785 : .. :::::· ... :· .. :::: ... :: \ ' l" BLACK LETTERS (858) 635-8775 FAX · ·::::::::::::::::::::: ' 12"x36" SIZE 0.032 ALUMINUM, \__
gary.quijada@twcable.com (,: ·:::.: ::-:--:.: :-:-:-:· 0.060 ABS PLASTIC OR STICK-ON 2" BLACK LETTERS
o.-,.,,41-0 . :.:<::>:· VINYL SIGNS
TELEPHONE
AT&T CALIFORNIA
4220 ARIZONA STREET ROOM 200
SAN DIEGO, CA 92104
DOMESTIC WATER
CARLSBAD MUNICIPAL WATER DISTRICT
5950 EL CAMINO REAL
CARLSBAD, CA 92008
SANITARY SEWER
CITY OF CARLSBAD
SEWER/WASTEWATER
5950 EL CAMINO REAL
CARLSBAD, CA 92008
STORM DRAIN
CITY OF CARLSBAD
DEPARTMENT OF PUBLIC WORKS
5950 EL CAMINO REAL
CARLSBAD, CA 92008
AVAILABLE STATIC WATER PRESSURE
POTABLE BETWEEN 75 PSI AND 85 PSI
RECYCLED BETWEEN 144 PSI AND 150 PSI
CIVIL ENGINEER:
J'vJ s I m~INEERING, INC.
PATTI SLADEK
AT&T SUBSTRUCTURE RESEARCH
(619) 574-3661
ps2695@att.com
UTILITIES DEPARTMENT
(760) 438-2722
(760) 431-0564 FAX
wa t er@carl sba de a. gov
UTILITIES SEWER/WASTEWATER !760l 438-2722 760 931-2197 AFTER fWURS
760 431-2658 FAX
wastewater@carlsbadca.gov
(76D) 434-2980
CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT
402 WEST ARROW HWY., SUITE 4, SAN DIMAS, CA. 9ln3
(909) :305-2395 FAX (909) 305--2397
1l~. &ou~ R.c.E. 38382
05-19-14
DATE
Underground
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DA TE INITIAL
ENGINEER OF WORK
Service Alert
Call: Toll Free
81 1
TWO WORKING DAYS
BEFORE YOU DIG
EB
LOCATION MAP
NOT TO SCALE
COUNTY OF SAN DIEGO
DEPARTMENT OF ENVIRONMENTAL HEALTH
LAND AND WATER QUALITY DIVISION
GLENN LEEKS
ENVIRONMENTAL HEALTH SPECIALIST
In Order to Conserve Water ...
18"x18" SIZE 0.032
ALUMINUM, 0.060 ABS
PLASTIC OR STICK-ON
VINYL SIGNS
RECYCLED
WATER
IN USE
DO NOT ,.€ , NO TOME
DRINK l I"\ EL AGUA
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WASH HANDS AFTER CONTACTING _J___ LAVESE SUS MANOS DESPUES DE USAR
TYPICAL CITY OF CARLSBAD RECYCLED WATER SIGNS
"AS BUil T"
P.E. EXP. DATE
REVIEWED BY:
DATE
INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
Carlsbad Fire Station No. 3
STREET IMPROVEMENT PLAN
NOTES, D ~TAILS AND SECTIONS
APPROVED:// I ,JJ._-' V I
---~J=0 ~~~n=•ld~~•~rt__!!~~3~i~12,_~0~9~;3~01~14;____.3..pfj_J!L
CITY ENGINEER PE EXPIRES DATE
DA TE INITIAL OA TE INlllAL PROJECT NO.
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
OWN BY: GRH I
CHKD BY: MSL
RVWD BY: MS/ . I DRAWING NO.
_ 477-8
JN 0005-11005 C21strnda
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6
CURB DAT A TABLE CURB DAT A TABLE
@ DEL TA/BEARING RADIUS LENGTH @ DEL TA/BEARING RADIUS
N4"42'23"W -----6.42' 14 6=50"39'34" 25,00'
2 6=21 "08'52" 36.00' 13.29' 15 6=50"39'34" 25.00'
3 N25"51 '15"W -----7.83' 16 6=20"41'24" 45.00'
4 6=56"59'01" 35.00' 34.81' 17 6=35"31'01" 30,00'
5 N82"50'17"W -----5.59' 18 N60"10'34"W -----
6 6=90"00'00" 25.00' 39.27' 19 6=07"21'03" 30.00'
7 6=90"00'00" 25.00' 39.27' 20 6=44"57'46" 38.00'
8 N82"50'17"W -----34.30' 21 6=14"57'02" 298.76'
9 6=12"24'13" 264.76' 57.32' 22 N82"50'17"W -----
10 6=52"09' 37" 38.00' 34.59' 23 6=47"45' 46" 35.00'
11 6=51"58'51" 25.00' 22.58' 24 6=16"38'01" 74.59'
12 6=65"49'33" 25.00' 28.72'
13 6=12"28'15" 45.00' 9.79'
8
LENGTH
22.10'
22.10·
16.25'
18.60'
29.91'
3.85' Underground Service
29.82' 13£.fORf >-ou Call: Toll
77.96' v" = <> e;"t-. ..... G"I
138.02' • 8 1 29.18'
21.65' "' TWO WORKING
BEFORE YOU
Alert
Free
1
DAYS
DIG
VERTICAL 1 "=4'
CENTERLINE DAT A TABLE
@ DEL TA/BEARING RADIUS LENGTH
1 N82"50'17"W 202.35'
2 6=26"31 '57" 281. 76' 130.48'
CIVIL ENGINEER:
1\/J s I m~INEERING, INC
CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITT: DEVELOPMENT
402 WEST ARROW HWY., SUITT: 4, SAN DIMAS, CA. 91773
(909) 305-2395 FAX (909) 305-2397
!J~. &o~ R.C.E. 3e3B2
05-19-14
DATE
z
<(
STREET IMPROVEMENT CONSTRUCTION NOTES
(D TYPE "G" 6" CURB AND 18" GUTTER (W=24") PER SDRSD G-2.
@ 4" CONCRETE SIDEWALK PER SDRSD G-7.
@6" CONCRETE MEDIAN CURB PER CITY STD. GS-18.
G) SPECIAL CROSS GUTTER (STEEP GRADES) PER CITY STD. GS-9.
@ CONG. DRIVEWAY (ALLEY TYPE) PER MODIFIED SDRSD G-14E.
@ TYPE "A" CURB RAMP PER SDRSD G-27.
(i) 5300 PUPIL LUMEN 40 WA TT HEI STREET LIGHT.
@ 4" A.C. OVER 10" A.B. MINIMUM OR PER SOILS ENGINEER'S RECOMMENDATION.
@REVERSE UNDERSIDEWALK PARKWAY DRAIN PER SPPWC STD. PLAN 151-2 MODIFIED
AS SHOWN ON SHEET 7 OF 8.
@GRIND 2" AND OVERLAY WITH 2" OF A.C. PAVEMENT.
@8" STAMPED DECORATIVE CONCRETE PAVEMENT TO MATCH EXISTING TEXTURE AND
COLOR NEAR STATION 10+00 SHOWN HEREON PER SDRSD G-18.
@CROSS GUTTER PER SDRSD G-12.
@STREET SURVEY MONUMENT PER SDRSD M-10 PER STREET EASEMENT DEEDS.
EASEMENT NOTES
@ EASEMENT TO THE CITY FROM SHAPELL HOMES FOR PUBLIC ROAD AND UTILITY PURPOSES
PER DOCUMENT NO. ______ RECORDED _____ .
@ EASEMENT TO THE CITY FROM SHAPELL HOMES FOR PUBLIC STORM WATER RUNOFF STORM
DRAIN HYDROMODIFICATION STORAGE AND BIORETENTION TREATMENT PURPOSES PER
DOCUMENT NO. ______ RECORDED ___ _
@ RESERVATION OF AN EASEMENT FOR PUBLIC ROAD AND UTILITY PURPOSES WITHIN CITY
OWNED PROPERTY PER DOCUMENT NO, ________ ,RECORDED ___ _
@ RESERVATION OF AN EASEMENT FOR PUBLIC STORM WATER RUNOFF STORM DRAIN
HYDROMODIFICATION STORAGE AND BIORETENTION TREATMENT PURPOSES WITHIN CITY
OWNED PROPERTY PER DOCUMENT NO. ______ ,RECORDED ___ _
@ RESERVATION OF AN EASEMENT FOR PUBLIC PEDESTRIAN ACCESS PURPOSES WITHIN CITY
OWNED PROPERTY PER DOCUMENT NO. ______ .RECORDED ___ _
® EASEMENT TO THE CITY FROM SHAPELL HOMES FOR ACCESS AND UTILITY PURPOSES PER
DOCUMENT NO. _____ RECORDED ___ _
DETAIL 'A"
SCALE: 1 "=1 O'
"AS BUil T"
P.E. __ _ DATE
REVIEWED BY:
INSPECTOR DATE
f----t-------t------------+----+---+--+-----11 SH3EET I CITY OF CARLSBAD I SHE8ETS I ENGINEERING DEPARTMENT ~='....'.::::::========:::::'....'::::=~
/1\
DA TE INITIAL DATE INITIAL DATE INITIAL
ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
IMPROVEMENT PLANS FOR:
Carlsbad Fire Station No. 3
STREET IMPROVEMENT
~LAN , N:Q PROFILE
APPROVED: I A .• ~ /. -:"'I,,!
Jaso.r Geldert #63912 09/30/14
CITY ENGINEER PE EXPIRES
OWN BY: _GRH_
CHKD BY: _MSL
RVWO BY: MSL
PROJECT NO. I DRAWING NO.
. 477-8
JN 11005-11005 C22olrpp
C
w~
0 G)
-tt.,::i.
ex, ...... ......
I ex,
6
Underground Service Alert
Call: Toll Free
81 1
TWO WORKING DAYS
BEFORE YOU DIG
7 8
FOR STREET IMPROVEMENTS SEE SHEET 3
FOR STORM DRAIN IMPROVEMENTS SEE SHEETS 5, 6 AND 7
9
CIVIL ENGINEER:
J\/J s I rJ61NEERINC, INC.
CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT
402 WEST AAROW HWY., SUITE 4, SAN DIMAS, CA. 91773
(909) 305-2395 FAX (909) 305-2397
1¼~.&o~ 05-27-14
R.C,E. 383B2 DATE
10
/1\
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
SEWER IMPROVEMENT CONSTRUCTION NOTES
@SEWER MANHOLE PER CITY STD. S-1.
@6" SDR 35 P.V.C. LATERAL AND CLEANOUT PER CITY STD. S-7.
@8"SDR 35 P.V.C. SEWER MAIN.
@e" END CAP.
RECYCLED WATER IMPROVEMENT CONSTRUCTION NOTES
® 2" DR18 P.V.C. IRRIGATION SERVICE WITH 2" IRRIGATION METER PER C.M.W.D. W4, AND
A PRESSURE REDUCING VALVE. CITY TO INSTALL METER AND PAY FEES.
@1" DR18 P.V.C. IRRIGATION SERVICE INSIDE OF A 4" SDR35 P.V.C. SLEEVE.
WATER IMPROVEMENT CONSTRUCTION NOTES
@8" P.V.C. CL 150 WATER MAIN PER C.M.W.D. W2.
@6" FIRE HYDRANT ASSEMBLY PER C.M.W.D. W12.
@2" WATER SERVICE WITH 2" METER AND BFD PER C.M.W.D. W4 AND W20 (ON FIRE
STATION SITE). CITY TO INSTALL METER AND PAY FEES.
@e" END CAP AND THRUST BLOCK PER C.M.W.D. W15 AND 2" BLOWOFF ASSEMBLY PER
C.M.W.D. W-6.
@e" FLG. TEE WITH 3-8" GATE VALVES, 3-2" BLOW OFF /MANUAL AIR RELEASE
ASSEMBLIES AND THRUST BLOCKS PER C.M.W.D. W6, W15 AND W16.
@REMOVE 8" P.V.C. WATER MAIN, WATER VALVE WITH BLOW OFF, AND WATER METER
WITH BOX.
@8" FLG. TEE WITH 8" GATE VALVE, BLOW OFF /MANUAL AIR RELEASE ASSEMBLY, AND
THRUST BLOCK PER C.M. W.D. W-6, W-15 AND W-16.
EASEMENT NOTES
@EASEMENT TO THE CITY FROM SHAPELL HOMES FOR PUBLIC ROAD AND UTILITY
PURPOSES PER DOCUMENT NO. ______ RECORDED ____ .
@EASEMENT TO THE CITY FROM SHAPELL HOMES FOR PUBLIC STORM WATER RUNOFF
STORM DRAIN HYDROMODIFICATION STORAGE AND BIORETENTION TREATMENT
PURPOSES PER DOCUMENT NO. RECORDED __ _
@RESERVATION OF AN EASEMENT FOR PUBLIC ROAD AND UTILITY PURPOSES WITHIN
CITY OWNED PROPERTY PER DOCUMENT NO. ______ RECORDED ___ _
@RESERVATION OF AN EASEMENT FOR PUBLIC STORM WATER RUNOFF STORM DRAIN
HYDROMODIFICATION STORAGE AND BIORETENTION TREATMENT PURPOSES WITHIN CITY
OWNED PROPERTY PER DOCUMENT NO. ------~-ECORDED ___ _
@RESERVATION OF AN EASEMENT FOR PUBLIC PEDESTRIAN ACCESS PURPOSES WITHIN
CITY OWNED PROPERTY PER DOCUMENT NO. ______ RECORDED ___ _
® EASEMENT TO THE CITY FROM SHAPELL HOMES FOR ACCESS AND UTILITY PURPOSES
PER DOCUMENT NO. _____ RECORDED ___ _
SEWER DATA TABLE WATER DATA TABLE
!No.I DEL TA/BEARING RADIUS LENGTH @ DELTA/BEARING RADIUS LENGTH
1 N44'56'36 W 98.67' N52'09' 45"E 55.41'
2 N82'50'15"W 117.65' 2 N82'50'15"W 125.37'
3 t.=14'57'03" 281. 76' 73.52' 3 t.=14'39'46" 269.76' 69.04'
4 N7'09'45"E 3.26' 4 N62'25'11 "E 7.76'
5 N66'22'55"W 91.06' 5 N62'25'11 "E 9.97'
6 N45'03'24"E 22.86' 6 N62'25'11 "E 17.7 4'
7 N62'25'11 "E 34.28'
8 N55'22'55"E 33.76'
9 N28'08'39"W 13.28'
RECYCLED WATER DATA TABLE 10 N66'22'55"W 86.59'
11 Nl 9'22'56"W 32.10'
@ DEL TA/BEARING RADIUS LENGTH 12 N27'34' 49"W 16.73'
N86'08'06"E
2 N56'58' 34"W
3 N62'26'24"W
4 N51 '32' 48"W
DATE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
27.00' 13 N7'09'45"E 34.70'
53.00'
16.00'
13.00'
"AS BUil T"
P.E. __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
A _P_P_Ro_v_ED,:.c:=lA-"~="--1.-1--"=''=•-=,='-''-'---~ 130~1, Jaso6 Geldert '#63912 09/30/14 /; •
CITY ENGINEER PE EXPIRES ATE
OWN BY: G.R.H.
CHKD BY: M.S.L.
RVWD BY: M.S.L.
PROJECT NO. I DRAWING NO.
477-8
JN 11005-tl00!5 c2:i.wn.pp
C
.,:.:E
0 G) .... .,:.
00 -...I -...I
I 00
o
6
N N
EB EB
TRUE NORTH PROJECT NORTH
10 20 4,0 60
GRAPHIC SCALE
SCALE: 1 "= 20'
I
Underground Service Alert'
~,roRr >oli Call: Toll Free vv. [f:l o
v~ ~U... ,...G'>
lfl l\li
81 1
TWO WORKING DAYS
BEFORE YOU DIG
7
. ·-···_
8
SEE SHEET 6 FOR PROFILES OF THE 3 NEW
STORM DRAIN LATERALS SHOWN HEREON.
FOR STREET IMPROVEMENTS SEE SHEET 3
FOR WATER AND SEWER IMPROVEMENTS SEE SHEET 4
PROFILE SCALE
HORIZONTAL 1 "=20'
VERTICAL 1 "=4'
CIVIL ENGINEER:
J\/J s I rJ6,NEERING, ,Ne
9
CML ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SrTE DEVELOPMENT
402 WEST ARROW HWY., SUITE 4, SAN DIMAS, CA. 91773
(909) 305-2395 FAX (909) 305-2397
1J~.&o~~ 05-19-14
R,C.E. 3e3B2 DATE
' ·'r -!= . -' . '. --· ·--
10
\
I
r
STORM DRAIN IMPROVEMENT CONSTRUCTION NOTES
® REVERSE UNDERSIDEWALK PARKWAY DRAIN PER SSPWC STD. PLAN 151-2 MODIFIED
PER DETAIL "B" SHOWN ON SHEET 7 OF 8.
@ 24" RCP 1350D STORM DRAIN PIPE WITH WATER TIGHT JOINTS PER SDRSD D-60.
PROVIDE A WATER TIGHT UPSTREAM END CAP
STORM DRAIN CLEANOUT TYPE B6 PER SDRSD D-10.
BREAK INTO STORM DRAIN CLEANOUT STRUCTURE FOR THE NEW 24" RCP STORM
DRAIN PIPE CONNECTION PER SDRSD D-10 (TYPE B5) AND D-61.
SEAL END OF 72" STORM DRAIN PIPE.
72" RCP 800D STORM DRAIN HYDROMODIFICATION PIPE WITH WATER TIGHT JOINTS PER
SDRSD D-60.
6" PERFORATED SDR 35 P. V.C. STORM DRAIN PIPE IN A FILTER SOCK IN THE CENTER
OF A 12" THICK LAYER OF CLASS 2 PERMEABLE GRAVEL ON TOP OF A 15 MIL LINER
UNDER THE ENTIRE LAYER OF SOIL MIX WITH AN OUTLET INTO THE DOWNSTREAM
MANHOLE RISER. PROVIDE AN END CAP AND CLEANOUT RISER TO GRADE AT THE
UPSTREAM END OF THE PIPE.
@ 36" RCP STORM DRAIN ACCESS AND GRATED INLET MANHOLE PER SDRSD M-3 PER
DETAIL "A" SHOWN ON SHEET 7 OF 8.
@ STORM DRAIN CLEANOUT TYPE AB PER SDRSD D-09 MODIFIED PER DETAIL "A" SHOWN
ON SHEET 7 OF 8.
EASEMENT NOTES
@ EASEMENT TO THE CITY FROM SHAPELL HOMES FOR PUBLIC ROAD AND UTILITY PURPOSES
PER DOCUMENT NO. ------~ ,ECORDED ___ _
@ EASEMENT TO THE CITY FROM SHAPELL HOMES FOR PUBLIC STORM WATER RUNOFF STORM
DRAIN HYDROMODIFICATION STORAGE AND BIORETENTION TREATMENT PURPOSES PER
DOCUMENT NO. _________ RECORDED ___ _
@ RESERVATION OF AN EASEMENT FOR PUBLIC ROAD AND UTILITY PURPOSES WITHIN CITY
OWNED PROPERTY PER DOCUMENT NO. ______ ,RECORDED ___ _
@ RESERVATION OF AN EASEMENT FOR PUBLIC STORM WATER RUNOFF STORM DRAIN
HYDROMODIFICATION STORAGE AND BIORETENTION TREATMENT PURPOSES WITHIN CITY
OWNED PROPERTY PER DOCUMENT NO. ______ RECORDED ___ _
® RESERVATION OF AN EASEMENT FOR PUBLIC PEDESTRIAN ACCESS PURPOSES WITHIN CITY
OWNED PROPERTY PER DOCUMENT NO. ______ RECORDED ___ _
® EASEMENT TO THE CITY FROM SHAPELL HOMES FOR ACCESS AND UTILITY PURPOSES PER DOCUMENT NO. ______ RECORDED ___ _
--Hua.___ ~-----------------------------------
r--.
I
0
lf)
0
I
[Q
lD
L_
D_
<'(
STORM DRAIN DAT A TABLE
~O. DELTA/BEARING RADIUS LENGTH
1 N66'06'43"W 28.33'
2 N82'50'15"W 101.71'
6 NOT09' 45"E 16.00'
7 N82"50'15"W 65.00'
8 N82'50'15"W 65.oo·
10 NT09' 45"E 42.00'
11 N82'50'15"W 48.00'
12 N88"45'25"E 14.22'
13 N52'09'45"E 27.81'
14 N82'50'15"E 16.90'
15 N86"20'05"E 30.31'
16 N55"26'33"W 20.00'
17 N55"26'33"W 7.55'
18 N82"50'15"W 12.05'
"AS BUil T"
EXP. DATE
REVIEWED BY:
INSPECTOR DATE
t----+------,------------+---+--+--+------I I SH5EET I CITY OF CARLS BAD I SHE8ETS I
ENGINEERING DEPARTMENT ~='-===========--==~
/l\
DA TE INITIAL DATE INlllAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION O"IHER APPROVAL CITY APPROVAL
IMPROVEMENT PLANS FOR:
Carlsbad Fire Station No. 3
STORM DRAIN
~LA AND PROFILE
APPROVED: /Ve>_.,.,., rt l,,rr I.
____ J~a_so_,r\'_G_e_ld~e_rt_l_63_9_12 __ -□9_13_D_/1_4_~ q Jo/1 1{
CITY ENGINEER PE EXPIRES I bA TE
DWN BY: G.R.H.
CHKD BY: M.S.L.
RVWD BY: M.S.L.
PROJECT NO. I DRAWING NO.
. 477-8
JN 11005-11005 C24o;w
C
u, :E
0 G')
...... ~
0) ....... .......
I
0)
0
STORM DRAIN DATA TABLE
~o, DEL TA/BEARING
6 N07"09'45"E
7 N82'50'15"W
8 N82'50'15"W
N N
EB EB
TRUE NORTH PROJECT NORTH
10 20 40
GRAPHIC SCALE
SCALE: 1 "=20'
60
Underground Service Alert
Call: Toll Free
81 1
TWO WORKING DAYS
BEFORE YOU DIG
RADIUS LENGTH
-----16.00'
-----65.00'
-----65.00'
61
()
0 [l_
0 (/)
<D
~
~
<D + Ol
I I f If t~
13 " 3:
.... ,--1
'01
1/;r'tl ~ /-l',!'kl'!-/£+-1-s
(o:;, ~;11;1.(1// I
I -
I <('ic "'-
,/ .¼ -,.l a:\1 'ljll '!:-~ ' 7;-----; W--
/ I ), ·--\\
<( "' ,. w
~:5 f'=~ o< z f'=
3: 0
CO 0
"'ci ..f 0
<D + +o
~ I]
\
FOR STREET IMPROVEMENTS SEE SHEET 3
FOR WATER AND SEWER IMPROVEMENTS SEE SHEET 4
IO
<D
6
" O} l()Q + No
-----------------~ +N --,,__=t=_ IJ:;-iCO.-. --'J.-~L -
---1 1 I ---
½ ---CTVJ==-= ~-=--~ ~,i·~~~~-~
::=========~=:~o~f====:::9_bf,,,_;~~fr~~~·d--I[ -~/ 0 ~LAZ_ER_ _ ~AY/ ~>: ,.
TRAILBLAZER~~ g ~ 1 -~~-~~ _-------= 1.. __ ✓-'.l'
------s-~~d·c,~~~!----1-u---~M~~L-fl-~ -s-J WA y--=-~ ;oG&E G --~-------..:C.,-r--..J
+~f--y ,fa
---;;;~~;:_;;-~~~;:_;;"fr;;;;;<(~rc~n;;;;;-~;,gl;l~~~ I,~ j
~-,. g 11 11 =-_y_----
1 I g -~ -~w-U --. _ ---=:;;c--=tt=--sc=ccJ===i:=~-1 '=~'.--.ci:: ' I --' •~A: ,;:::--~ -E -T,' ;r -3/=/=-=:::--I I x, 0< ~-z + Ll
~----71--....:-i:'~:: -~: 1./fJ'LR ~ • · ><'xt-l
--TI' --'F-1= -SOG&E G _ . o
I ------r,. 'rr:r -.:._--:-11 / / --=--_ soG&E G 5l 6s 12 16 I -7 • ---'N t040, I I -""e'o-i.,;,_ 1"~n-,-I I -r--r-VJ ' I O JI b: <5 ' I I " > ,.fl-~ 15 I I I -.J0 • ' '·(, > (!)Z f--<O , ~ 'Vi-._ zu...oo::: 60 I ' ;, 13 12 ,,,,::::._ _ _j_.EElt. >('\..,;_: ,<: ~ ~ ;'.j;; m~ ' : H __/ -'<~;~13 ~ X,. 'sf,~ ~ <D<D ~~.5l,5l
I -.7 / o ·= .-----------------------------------, , . '°ol"'-,. .-..--/ (f) t--w .-r--,.. N
I 14 ---,,, ,,, ,,, / ·"' ,-: '." > STORM DRAIN IMPROVEMENT CONSTRUCTION NOTES <
0 z
~
c; z o 00 -,. CJl CJl PER DETAIL "B" SHOWN ON SHEET 7 OF 8. ..;-~ <D <D
~~-~;:;-:' _ _,,, :.°' :il§00 @ REVERSE UNDERSIDEWALK PARKWAY DRAIN PER SSPWC STD. PLAN 151-2 MODIFIED ~~~~~
o -o OJ -C! t<1 N~ :: + t<i r-<1 t<i STORM DRAIN DAT A TABLE
u.. 0 CJ) • 0 f.O I-C.O N 'q'" /crl:., " O'l lO I[) I.[) I':"': Q ~ oi"' < "c; @ 24 RCP 1350D STORM DRAIN PIPE WITH WATER TIGHT JOINTS PER SDRSD D-60. 8 @ DEL TA/BEARING RADIUS LENGTH v "', +.,; c-~• c, > > PROVIDE A WATER TIGHT UPSTREAM END CAP.
CD CD <O CO I[) <( C(J O z z
STORM DRAIN DATA TABLE
(fio. DEL TA/BEARING RADIUS LENGTH
10 N7"09'45"E -----42.00'
11 N82'50'15"W -----48.00'
12 N88'45'25"E -----14.22'
13 N52"09' 45"E -----27.81'
14 N82'50'15"E -----16.90'
CIVIL ENGINEER:
J\;J s I ~Jb1NEERING, INC
..f 6 i5 i5 @) STORM DRAIN CLEAN OUT TYPE B6 PER SDRSD D-10.
N "<t en (J)
,iJ :2 :g :g @ BREAK INTO STORM DRAIN CLEAN OUT STRUCTURE FOR THE NEW 24" RCP STORM
~1>,0fESS1
S· L
DRAIN PIPE CONNECTION PER SDRSD D-10 (TYPE B5) AND D-61.
(@ 24" TEMPORARY END CAP
@ 72" RCP 800 D STORM DRAIN HYDROMODIFICATION PIPE WITH WATER TIGHT JOINTS
PER SDRSD D-60.
@ 6" PERFORATED SDR 35 P.V.C. STORM DRAIN PIPE IN A FILTER SOCK IN THE CENTER
OF A 12" THICK LAYER OF CLASS 2 PERMEABLE GRAVEL ON TOP OF A 15 Mil LINER
UNDER THE ENTIRE LAYER OF SOIL MIX WITH AN OUTLET INTO THE DOWNSTREAM
MANHOLE RISER. PROVIDE AN END CAP AND CLEANOUT RISER TO GRADE AT THE
UPSTREAM END OF THE PIPE.
(@) 36" RCP STORM DRAIN ACCESS AND GRATED INLET MANHOLE PER SDRSD M-3 PER
DETAIL "A" SHOWN ON SHEET 7 OF 8.
@ STORM DRAIN CLEANOUT TYPE A8 PER SDRSD D-09 MODIFIED PER DETAIL "A"
SHOWN ON SHEET 7 OF 8.
CML ENGiNEERS AND LAND SURVEYORS SPECIALIZING IN SfTE DEVELOPMENT
402 WEST ARROW HWY., SUITE 4, SAN DIMAS, CA. 91773
1""
No. 38382
(909) 305-2395 FAX (909) 305-2397
?J~.&ou~ R.C.E. 38382
05-19-H
DATE
CJy\\. 1
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
15 N86'20'05"E -----30.31'
16 N55'26'33"W -----20.00'
17 N55'26'33"W -----7.55'
18 N82·so·15"W -----12.05'
"AS BUil T"
P.E. EXP. DATE
REVIEWED BY:
INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD I SH~TS I
DWN BY:
CHKD BY: MSL
RVWD BY: MSI
ENGINEERING DEPARTMENT
PROJECT NO. DRAWING NO.
477-8
JN 11005--1100/5 C
C
a, :e
0 G) .... .,:..
00 ....... .......
I
00
111=111 Ill
b I "' ,!\
• a
I ;...
• a
I "'
24"x24"x12" HOPE TEE FITTNG
V.,TH A ¾" DIAMETER ORIFICE
HOLE DRILLED INTO THE
BOTTOM OF THE TEE
Underground Service Alert
Call: Toll Free
81 1
TWO WORKING DAYS
BEFORE YOU DIG
36" OPEN GRA TEO
,, INLET MH LID PER t 'I SDRSD M-3 I
PROPOSED GRADE\
\
111~111
TOP OF WEIR OPEN
HOPE PIPE OVERFLOW ~
INLET
12"HDP
WEIR
PIPE
1" V.,DE METAL STRAP
BOLTED TO CONCRETE WALL
(TYPICAL O.F_.:3:,..) __ _
,,---/--24" DIAMETER HOPE
REMOVABLE END CAP FOR
MAINTENANCE PURPOSE
DETAIL 'A"@
HYDROMODIFICATION PUBLIC MANHOLE AND WEIR
SDRSD D-09 STORM DRAIN CLEANOUT TYPE AB
MODIFIED AS SHOWN HEREON
NOT TO SCALE
REFERENCE -CONSTRUCTION NOTE 67 ON SHEET 5 OF 8
=Ill Ill
V)
CJ ! !!
l
• 0 ...-_g, ::I: 24~
cc (600 mm
SEE NO'Tt ll
SECTION
INLET TYPE 2
INLET
TYPE 2
B'"L_j_
DETAIL OF ANCHOR
CURB FACE
FL
POINT M POINT N
INLET
TYPE 1
R/W
-l...3B
ANCHOR
RECTANGULJ,R
FRAME AND COVER PER SPPV.C 152
l
8 -
HINGE COVER AT TOP Of FRAWE
P!PE PER PW<S-
:(. . •. 3~
;s 6" 75 mm) MIN
(150 mm)
SECTION
INLET TYPE 1
CIJRB FACE
POINT P POINT Q
A
PLAN
10' (3000 mm)
TC GRADE LINE: AS
SHOWN ON PROFILE TOP CE CURB
Fl
s 10' (JOOO mm)
S/2 TOP OF CURB
l
POINT P POINT Q
POINT M
S, INCHES J BAA
jmm\ SPACING
11· JOOI t 2',01 ,,. 450 r 2<01
24• 600 r 2.,,
30• 750 r 2.,
J6" 900 r 2., .,. 1050 6' 210 ... 1200 5• l!O ,.. 1350 6-1 225'
60" 1500 ,. 180
66" 1650 ,· 100
72• 11100 )-1r 1201
POINT N PROFILE
FOO S a 48" (1200 ,vn) ANO LESS,
8 "' :r (75 mm}
US£ 2-1/2"·,:txJ/B• (6'h5h9.5)
GALVANIZED STEEL .IIIGI.£.
OlllER'MSE, 8 = .,i: (100 mm).US£ 3-1/2'xJ'x1/2"
as~76d2.7) GALVMllZED STEEL ANG(£, (
J ei,s AAE /J (~1>4).
GALVANIZED S1EU. ANO£
200 mm 150 mm) •• w TO SECTION A--·A
EXISTING
s
15 mm
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
P1110WULO ... TID 1'1¥ TME
l'IJliUC YIOF!i<S STANOMDS IMC.
CMDIIOOK COMliUffiE
IH~ ri.E:-1. 1n,, 2009
SE W11H STAN
PARKWAY DRAIN
SPECIFICATI OR PIJBLIC WORKS C STRIJ TI
SIDEWALK
FINISH
ST A OARD PLAN
151-2
SHEET 1 OF 2
NOTES
1. FLOOR OF BOX SHALL BE TROWELED SMOOTH .
2. IF THE TOE OF SLOPE IS ALLOWED \\1THIN THE R/W, INLET TYPE I
BEGINS AT THE TOE RATHER THAN AT THE R/W LINE .
3. FOR OPEN DITCH (TYPE 2), THE 24" (600 mm) EXTENSION BEYOND
THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 24" (600 mm)
OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL EXTEND
TO THE R/W LINE IN ANY EVENT.
4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH 111TH ADJACENT
SURF ACE WHERE PRACTICAL.
5. A HEADED STEEL STUD 5/8" x 6-3/8" 111TH A 1" HEAD
(16 x 160 mm, 25 mm HEAD) ATTACHED BY A FULL PENETRATION BUTT
WELD MAY BE USED AS AN AL TERNA TE ANCHOR.
6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B + 5" (125 mm)
AT POINT N AND P.
7. THE 3" (75 mm) LEG OF THE 5/8" (16 mm) DIA ANCHORS SHALL
BE PARALLEL TO THE TOP OF SIDEWALK.
8. SLOPE = 2.07..
PROPOSED MOOIFICADONS·
A. O", VS. ½", LIP FROM GUTTER FLOW LINE TO PARKWAY DRAIN INVERT.
B. SLOPE PARKWAY DRAIN 27. AWAY FROM, VERSUS INTO, GUffiR FLOW LINE
TO CREATE A "REVERSE" FLOW INTO THE BIORETENTION AREA.
C. B=3" MINIMUM (VARIES).
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PARKWAY DRAIN
STANDARD PLAN
151-2
REFERENCE -CONSTRUCTION NOTE 9 ON SHEET 3 OF 8
CIVIL ENGINEER:
J\;J s I mtrNEERING, INC
?l'-ofESSJ~
r,_,<> ~ !! al-S· L~,jl i
CML ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT (,Jr; ~-i3 :,(. i
402 WEST ARROW HWY., SUITE 4, SAN DIMAS, CA. 91773 ~ No. 38382 S;J
(909) 305-2395 FAX (909) 305-2397 * * <I';, '" 11\
12:::1. &o~
-1~ C1v1c ~'
<'op CALI' DATE INITIAL DATE INITIAL
05 19 14 REVISION DESCRIPTION R.C.E. 3e3B2 DATE ENGINEER OF WORK OTHER APPROVAL
"AS BUILT"
P.E. EXP. DATE
REVIEWED BY:
INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
Carlsbad Fire Station No. 3
STORM DRAIN PLAN
D "TAIL SHEET
APPROVED: tJ~-r.n -.
Jason,Geldert #63912 09/30114 !lP:iftL CITY ENGINEER PE EXPIRES D11 E
DWN BY:
I I
DATE INITIAL PROJECT NO. DRAWING NO.
CHKD BY: _M.SL__ 477-8 CITY APPROVAL RVWD BY: MSI
JN 11005-11005 C2~
C
...... :E G') a~
00 ...... ......
I 00
ADA TRUNCATED
DOMES AT o" CF
Underground Service Alert
Coll: Toll Free
81 1
TWO WORKING DAYS
BEFORE YOU DIG
---
ADA TRUNCATED
DOMES AT O" CF
R1-2
~/ /2 f
R6-5P
0i \S ti.
---------------
\
8 •
C8" SOLID YELLOW STRIPE
CROSSHATCH AT 24" O.C.
TRAILBLAZER
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R1-2
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ADA TRUNCATED
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8" SOLID YELLOW STRIPE
CROSSHATCH AT 24" O.C.
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RELOCATED
EX. R1-2
EX. 4.2' TALL METAL BARRIER,
W/'NO CROSSING" SIGN
EX. "YIELD" SIC~I ---
TO BE RELOCATED NORTH "'.
INSTALL THERMOPLASTICl
CROSS-WALK MARKINGS
24" WIDE W/24" GAP
! I ---,__,___
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II I 24" X 36" WHITEJf OSCELES TRIANGLES .A'-..
W/12" GAP (SEE D TAIL HEREON) •
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R1-2
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TO BE RELOCATED
SOUTH
RELOCATED
EX. R1-2 R6-5P
~~
fRAfflC
CIRCLE
W16-12P
W2-6
GRAPHIC SCALE \ SCALE: 1"=20'
CIVIL ENGINEER:
J\;J s I ~~(NEERING, INC
CML ENGINEERS AND LAND SURVEYORS SPECIALIZINO IN SrTE DEVELOPMEJIIT
402 WEST ARROW HWY., SUITE 4, SAN DIMAS, CA. 91773
(909) 305-2395 FAX (909) 305-2397
~~-&o~ 05 19 14
R.C.E. 38382 DATE
DIRECTION OF TRAVEL
WHITE THERMOPLASTIC ISOSCELES TRIANGLES
">· L r
No. 38JB
;;. C/V\\..
NOT TO SCALE
NOTE: REFERENCE LINE NOT TO BE PAINTED
"AS BUil T"
P.E. __ _ EXP. DATE
REVIEWED BY:
INSPECTOR DATE
t----i----1-------------+---+----l---l---_______j I SH8EET I CITY OF CARLSBAD I SHE8ETS I
~=='---===E=N:::Gl:::N:::E:::ER:::IN:::G::::::::D:::E:::P:::AR:::T:::M:::E:::N:::T===-===:::::
IMPROVEMENT PLANS FOR:
Carlsbad Fire Station No. 3
&,TRIPING PLAN
t------t---+------------------1---+-------l---l-----< !=A~P~P~R:OONVEIEDJ::72~1~~wjfr~~~==~;_=1i,===1 I , L-/o..,,/', , q
---~J~•~so~n~G~e~ld~e~rt-"-#6~3~9~12'--_0~9~/3~0~/124 ___ 1 .30/AIIYTE
CITY ENGINEER PE EXPIRES ~
1
DA TE INITIAL DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
DWN BY: GRH
CHKD BY: MSL
RVWD BY: MSL
PROJECT NO. DRAWING NO.
477-8
JN 1100&-= C25'lrpg