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HomeMy WebLinkAboutDWG 481-4; MS 12-03; CARLSBAD FLORAL TRADE CENTER; 01-05GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY □F CARLSBAD REGARDING IMPROVEMENTS SHD',/N □N THIS SET OF PLANS, 2. APPROVAL OF THIS PLAN DOES NOT LESSEN DR ',/AIVE ANY PORTION □F THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS DR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TD THIS PROJECT, THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS \/HEN NON-CONFORMANCE IS DISCOVERED. 3, CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER DR ENGINEER- OF -\/ORK FROM RESPONSIBILITY FDR THE CORRECTION □F ERRORS AND □MISSIONS DISCOVERED DURING CONSTRUCTION, ALL PLAN REVISI□NS SHALL BE PR□MPTL Y SUBMITTED TD THE CITY ENGINEER FDR APPROVAL, 4. A RIGHT-DF-1/AY PERMIT FROM THE CITY ENGINEER ',/ILL BE REQUIRED FDR ANY \/ORK IN THE PUBLIC RIGHT □F 1/AY. PRIOR TD PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY □F CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FDR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY ',/RITING THE POLICY MUST HAVE A RA TING OF 'A-' DR BETTER AND A SIZE CATEGORY OF CLASS V DR BETTER AS ESTABLISHED BY 'BESTS' KEY RA TING GUIDE. 5. ND \/ORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6, REVISION □F THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TD THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. ND REVISIONS \/ILL BE MADE TD THESE PLANS 1/ITH□UT THE 1/RITTEN APPROVAL □F THE CITY ENGINEER, NOTED ',/!THIN THE REVISION BLOCK, □N THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRA\/INGS SHALL BECOME THE PROPERTY □F THE CITY UPON BEING SIGNED BY THE CITY ENGINEER, 9. THE ORIGINAL DRA\/ING SHALL BE REVISED TD REFLECT AS-BUil T CONDITIONS BY THE ENGINEER-□F-',/DRK PRIOR TD FINAL ACCEPTANCE □F THE \JDRK BY THE CITY. 10, ACCESS FDR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TD THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION, 11. \JHERE TRENCHES ARE \JITHIN CITY EASEMENTS, A S□ILS REPORT COMPRISED □F, (A) SUMMARY SHEET, (B) LABORATORY \/ORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE □F CALIFORNIA, PRINCIPALLY D□ING BUSINESS IN THE FIELD □F APPLIED S□ ILS MECHANICS, THE S□ILS REPORT \JILL BE SUBMITTED TD THE CITY ENGINEERING INSPECTOR \JITHIN T\/0 \JDRKING DAYS □F COMPLETION □F FIELD TESTS, THE \JRITTEN FIELD COMPACTION REP□RT(S) SHALL BE IMMEDIATELY SUBMITTED TD THE CITY ENGINEERING INSPECTOR UPON COMPLETI□N □F THE FIELD TESTS, 12. A PRECDNSTRUCTI□ N MEEUNG SHA! I BE HEI D AT THE SUE PRI□R TD THE BEGINNING □F \JDRK AND SHALL BE ATTENDED BY ·ALL REPRESENTATIVES RESPONSIBLE FDR CONSTRUCTION, INSPECTION, SUPERVISI□N, TESTING AND ALL OTHER ASPECTS OF THE \/ORK, THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) \JDRKING DAYS PRI□ R TD STARTING CONSTRUCTION, APPROVED DRA\JINGS MUST BE AVAILABLE PRI□R TD SCHEDULING. 13, ALL INSPECTION REQUESTS OTHER THAN FDR PRECDNSTRUCTI□N MEETING \JILL BE MADE BY CALLING THE ENGINEERING 24-HDUR INSPECTI□N REQUEST LINE AT <760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TD 2,00 P.M, ON THE DAY BEFORE THE INSPECTI□N IS NEEDED INSPECTIONS \JILL BE MADE THE NEXT \JDRK DAY UNLESS YOU REQUEST OTHER\JISE, REQUESTS MADE AFTER 2,00 P.M, \JILL BE SCHEDULED FDR T\JD FULL \/ORK DAYS LATER, 14, THE D\JNER AND/DR APPLICANT THROUGH THE DEVELOPER AND/DR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE S□LEL Y RESPONSIBLE FDR CONFORMING TD ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LA\JS AND REGULATIONS. 15, THE CONTRACTOR SHALL CONFORM TD LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TD THE CITY ENGINEER AND/DR CONCERNED AGENCY SH□IIING THE DESIGN □F SHORING, BRACING SLOPE DR OTHER PR □VISIONS TD BE MADE OF \JDRKER PROTECTION FROM THE HAZARD □F CAVING GROUND DURING THE EXCAVATION □F SUCH TRENCH DR TRENCHES DR DURING THE PIPE INSTALLATION THEREIN, THIS PLAN MUST BE PREPARED FDR ALL TRENCHES FIVE FEET (5') DR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/DR CONCERNED AGENCY PRI□R TD EXCAVATION, IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABI !SHEU BY THE CDNSJRI ICIION SAFETY ORDERS III! E 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVA TI □N PERMIT MUST BE SUBMITTED TD THE INSPECTOR PRIOR TD EXCAVA TI □N, 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED IIITHIN ANY \/ORK ZONE DURING CONSTRUCTION, nPERAIIONS \Ill I CEASE JMMEDJATEI Y AND THE PERMITTEE \JILL NOTIFY THE CITY ENGINEER, OPERATIONS \/ILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED 1/RITTEN AUTHORITY FROM THE CITY ENGINEER TD DD SD. 17, ALL OPERATIONS CONDUCTED □N THE SITE DR ADJACENT THERETO, INCLUDING \JARMING UP, REPAIR, ARRIVAL, DEPARTURE DR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TD THE PERI□ D BET\JEEN 7,00 A.M, AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND ND EARTHMOVING DR GRADING □PERA TI□NS SHALL BE CONDUCTED □N \JEEKENDS DR HOLIDAYS. (A LIST □F CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.> 18, ALL □FF -SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TD THE CITY ENGINEER FDR APPROVAL T\JD FULL 1/DRKING DAYS PRI□ R TD BEGINNING □F \JDRK, THE CONTRACTOR SHALL BE RESPONSIBLE FDR ANY DEBRIS DR DAMAGE OCCURRING ALONG THE HAUL ROUTE DR ADJACENT STREETS AS A RESULT OF THE GRADING □PERATl□N, 19, ND BLASTING SHALL BE COMMENCED \JITH□UT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT, 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHD\JN ON THE CONSTRUCTION PLANS \JERE OBTAINED BY A SEARCH □F THE AVAILABLE RECORDS, A TTENTI□N IS CALLED TD THE POSSIBLE EXISTENCE □F OTHER UTILITY FACILITIES DR STRUCTURES NOT SH□IIN OR IN A LDCA TI□N DIFFERENT FROM THAT SH□IIN ON THE PLANS. THE CONTRACTOR IS REQUIRED TD TAKE DUE PRECAUTIONARY MEASURES TD PROTECT THE UTILITIES SHD\/N □N THE PLANS AND ANY OTHER EXISTING FACILITIES DR STRUCTURES NOT SHD\/N, 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) \JITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TD PERMIT THE REVISI□NS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL L □CA TI □NS ARE IN CONFLICT \/ITH THE PROPOSED \JDRK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELO\/) AT LEAST T\JD FULL \JDRKING DAYS PRIOR TD STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE \JDRK \JITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E AT & T TIME \/ARNER CABLE COX COMMUNICA TI□NS CITY □F CARLSBAD(STREETS AND STORM DRAIN) CITY □F CARLSBAD(SE\JER,\JATER & RECLAIMED \JATER) (800) 277-2600 (800) 660-7343 (800) 892-0123 (760) 438-7741 (760) 806-9809 (760) 434-2980 (760) 438-2722 VICINITY MAP STREET NOTES EROSION CONTROL NOTES CITY OF OCEANSIDE WORK TO BE DONE 1. ACTUAL STRUCTURAL SECTIONS \JILL BE DETERMINED AFTER 'R' VALUE HIGHWAY 78 THE IMPROVEMENT \JDRK SHALL BE DOCUMENTS, CURRENT AT THE TIME □F ENGINEER. PERFORMED IN ACCORDANCE \JITH THE F□LLD\JING TESTS HAYE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE □F CALffURNJA, PRJNCJPALL Y D□JNG BUSINESS IN THE FIELD □F APPLIED S□IL MECHANICS, □N THE PREPARED BASEMENT S□IL. THE 'R' VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TD THE ENGINEERING INSPECTOR FDR REVIE\/ AND APPROVAL A MINIMUM OF TII□ (2) CITY \JDRKING DAYS BEFORE THE \/ORK BEGINS. 2, STREET LIGHTS SHALL BE INSTALLED AS SH□IIN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE P□INTS AND HAND-HOLES SHALL BE SHD\JN ON THE 'AS-BUILT' PLANS. ND DIRECT BURIAL STREET LIGHT FOUNDATIONS \/ILL BE ALL□IIED. ALL LUMINAIRES SHALL BE 'CUT □FF' TYPE. 3, ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRI□ R TD CONSTRUCTION □F CURBS, CROSS GUTTERS DR SURFACING □F STREETS, 4, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE \JITH A MINIMUM D-L□AD OF 1,350. FDR PRIVATE STORM DRAIN PIPES, UP TD 15' PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED \JITH 3/4' ROCK PER SDRSD S-4 TYPE 'C' AND PIPE MEETS ASTM STANDARD 3034 FDR SDR 35 SOLID \JALL PIPE. 5. \/HERE AN EXISTING PIPE LINE IS TD BE ABANDONED IT SHALL BE REMOVED \JITHIN T\JENTY FEET □F BUILDING DR STREET AREAS AND REPLACED \JITH PROPERLY COMPACTED S□ILS. IN OTHER AREAS THE PIPE \/ILL BE PLUGGED \JITH CONCRETE DR REMOVED AS APPROVED BY THE CITY ENGINEER, 6, \JHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS □F TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7, STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 □F THE CITY □F CARLSBAD LANDSCAPE MANUAL, 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET \JITHIN THE LIMITS OF \/ORK OF THIS PLAN PER SDRS D\JG Ml 9, 9, ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS \/ORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PR□FESSI□NAL LAND SURVEYORS ACT, 10. T\/D (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TD THE CITY ENGINEERING INSPECTOR, X, STREET LIGHT STANDARD L IN CASE EMERGENCY \JDRK IS REQUIRED, CONTACT JOHN \/HITE AT 760-431-5600, 2. EQUIPMENT AND 1/DRKERS FDR EMERGENCY \/ORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT L □CA TI□NS TD FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES \JHEN RAIN IS EMINENT. 3. DEVICES SHO\/N ON PLANS SHALL NOT BE MOVED DR MODIFIED 1/ITH□UT THE APPROVAL OF THE ENGINEERING INSPECTOR, 4. THE CONTRACTOR SHALL RESTORE ALL ER□SI□ N CONTROL DEVICES TD 1/DRKING ORDER TD THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL, 5, THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TD UNCOMPLETED GRADING □PERA TI□NS DR UNFORESEEN CIRCUMSTANCES? \JHICH MAY ARISE, 6, THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TD PREVENT PUBLIC TRESPASS □NT □ AREAS \/HERE. IMPOUNDED \JATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN A\JAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH 1/DRKING DAY 9, , ALL REMOVABLE PROTECTIVE DEVICES SHD\JN SHALL BE IN PLACE AT THE END OF EACH 1/DRKING DAY \JHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%), SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL, 102' w · ~+-----------------------~~ R~ p L 10, ALL GRAVEL BAGS SHALL BE BURLAP TYPE \JITH 3/ 4 INCH MINIMUM AGGREGATE. 11, SHOULD GERMINATION □F HYDR□SEEDED SLOPES FAIL TD PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE> PRIOR TD NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH S7RA\J INSTALLED IN ACCORDANCE \/ITH SECTION w R ~ VJ I f- °' □ z 0... w (l_ 51' ~ 51' f-I R -~---------~------------~-1,,,, >-w ~ ::0 VJ 41' 41' 10' X □ ~ 1-+-~------------lc---------c----t------lW 12' VJ □ DEDICATI□N 8': w'HERE SH□IIN 10' 10' 7' 5,5' BIKE EXISTING BIKE LANE co :'.i "' LANE AC PAVEMENT AND 8' p ;;w$: 8, BASE MATERR!A EXISTING '2 ~=-., EXISTING CURB AND GUTTER i':Sri"~ --+--.,..Y CURlB AND GUTTER • . • • ;• TD BE REMOVED ~ ' ,, ·'" ""~ ,.,-----...._ w CL □ ~ V) 35,023 OF THE ER□SI□N AND SEDIMENT CONTROL HANDBOOK □F THE DEPARTMENT □F CONSER YA TI □N, STATE □F CALIFORNIA, :-,: :-,: / ::-;.--.:: "-'-:::::-;,: ' '....._ \ EXISTING J _ _:'' \(EXIST. 18' \J!Dt ·~ SIDE',/ALK PAYED MEDIAN 1 4,5' 5,0' 0 ,0' _,,__ PROPOSED SIDE\IALK \/HERE SH□IIN TEMPORARY EROSION CONTROL DETAIL: TYPICAL SECTION -CANNON ROAD NOT TD SCALE SEE PAVEMENT TRANSITION DETAIL BELD\J EXISTING PAVEMENT SA\J CUT EDGE OF ' PAVEMENT, COLD MILL ~ -' ~\/ITH 2' MIN. AC OVERLAY -PROPOSED CURB AND GUTTER \JHERE SHO\JN PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CA T/ONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: L 12' BEYOND SAIi CUT NEIi PAVEMENT PAVEMENT TRANSITION PAVEMENT STRUCTURAL SECTION PER S□ILS ENGINEER'S RECOMMENDA TIDN IS MIN, 5' A.C, DYER 6' A,B, AND SHALL BE VERIFIED PRIOR TD PLACEMENT 2. a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: NOT TD SCALE □F BASE MATERIAL. PROJECT LOCATION THIS PROJECT IS LOCATED ',/!THIN ASSESSORS PARCEL NUMBER, APN• 211 -023-11 THE CALIFORNIA COORDINATE INDEX □F THIS PROJECT JS, N 351,000 E 1,672,000 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHO\/N □N THESE PLANS \JAS GENERATED BY FIELD SURVEY METHODS FROM INF□RMATl□N GATHERED ON, JUNE 2004 \/ITH MODIFICATIONS PER FIELD SURVEY BY MELCHIOR LAND SURVEYING DATED MAY, 2008. TOPOGRAPHY SH□IIN HEREON CONFORMS TD NATIONAL MAP ACCURACY STANDARDS, REFERENCE DRAWINGS DRA \./ING ND'S 333-2F, 285-2 BASIS OF BEARING THE BASIS OF BEARING FDR THIS PLAN IS THE CENTERLINE □ F CANNON ROAD AS SHO',/N □ N CARLSBAD TRACT ND. 94-09, CARLSBAD RANCH UNIT ND. 1 PER MAP ND. 13357, FILED IN THE OFFICE OF THE COUNTY RECORDER □ N SEPT. 11, 1996• NORTH 78" 28' 47' \./EST OWNER AND APPIJCANT CARLSBAD RANCH COMPANY 7220 AVENIDA ENCINAS, SUITE 204 CARLSBAD, CA 92011 TEL, 760-431-5600 "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF \/ORK FDR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE DYER THE DESIGN □F THE PROJECT AS DEFINED IN SECTION 6 703 □F THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT \JITH CURRENT STANDARDS, I UNDERSTAND THAT THE CHECK OF PROJECT DRA\JINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER □F \/ORK, □F MY RESPONSIBILITIES FDR PROJECT DESIGN, FIRM, AQUATERRA ENGINEERING INC, ADDRESS, 1843 CAMPESIN□ PLACE CITY, ST,, OCEANSIDE, CA 92054 :~~EPH□NE, ~31GP GARY PSKA DATE, 4/29/14 R.C.E. ND,• 23080 REGISTRATION EXP IRA Tl□N DATE, 12\31 \15 No. 2J080 a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCT/ON OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE 'PARKS AND RECREA T/ON DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS /MME.DIA TE TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WA TE.RING FROM QUICK COUPLERS/HOS[ BIBS OR A CONVENTIONAL SYSTEM OF LOW PREC/PITA T/ON SPRINKLER HEADS PROVIDING 100% COVERAGE. b, GREATER THAN 8 FEET IN HEIGHT SHALL BE WA TE.RED BY A CONVENTIONAL SYSTEM OF LOW PREC/P/TA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEED/NG. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA T/ON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3, /RR/GA T/ON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYOROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CAL/FORNICA d. 4 lbs. PER ACRE OF ACHILLE.A MILLEFOLIA e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCA T/ONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE /NOCULA TED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCAST/NG BEFORE HYDROSEED/NG, i. ALL SEED MA TE.RIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGR/CUL TUR[ CERT/FICA TION TAG A TT ACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE, BENCH MARK DESCRIPTION, 4' PLASTIC CAP (S, D, COUNTY CONTROL PT, T-1307) LOCATION• EAST □F RAILROAD TRACKS IN RAILROAD R.0.\1, , 500 FT. NORTH OF PALOMAR AIRPORT ROAD. RECORDED, ..l2l2JL.JcUU~---------~=~~- ELEVATI □N• _4-6-,6~7 ________ DATUM• NGVD 29 "'"o 52' 1'<" NOT TO SCALE CITY OF VISTA "/·? o '<- ~--"-"''.\U-i-..____/"......---- CITY OF ENCINITAS LOT 3, MAP NO 13357 APN 211-023-11 KEY MAP NO SCALE CONSTRUCTION, AS DIRECTED BY THE CITY 1. CARLSBAD MUNICIPAL CODE 2. CITY □F CARLSBAD ENGINEERING STANDARDS 3, THIS SET OF PLANS 4. PLANNING COMMISSION RESOLUTION NO. 7024, DATED DECEMBER 4, 2013 5. THE STANDARD SPECIFICATIONS FDR PUBLIC \JDRKS CONSTRUCTION (GREEN BOOK) 6. S□ILS REPORT AND RECDMMENDA TI □NS BY COAST GE□TECHNICAL DATED AUGUST 29, 2012 7, THE SAN DIEGO REGIONAL STANDARD DRA\JINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS, 8, CALIFORNIA STORM \/ATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. 9. STORM \JATER POLLUTION PREVENTION PLAN (TIER 2) PREPARED BY AQUATERRA ENGINEERING INC. DATED APRIL 8, 2014, (S\Jl4-56) LEGEND _,,D""E""S-"-CR""I:=-P--=-T.,,,1O:..:.N.,___ ______ _.=,D'""'W-=G=.N=O"-'. __ __,S""YM'-==B=O=L===:----QUANTITY REMOVE EXISTING CURB GUTTER AND SIDE\/ALK-2910 S.F, CURB RAMP RIGHT □F 1/AY BOUNDARY S.D.R.S.D. G-27 ~ --lt-- 2 EACH FENCE DETAIL 'E' □N SHEET 3 -o--o--o---0--480 LF. GRASS LINED SI/ALE DETAIL 'A' □N SHEET 3 ~ ~ /i\1·f'efipfcsrcrfF, DRAiN -».,, V v' . .,.-"".-•· ---·""-.. , =··=··c.c·cc· '="·=·=··~··-=··=-=····,,~-.---• .,180[F,) '7o~~~~T-;;·-~"· . -•~· , _ •-s.·n:;,s:i(G-1~;~: .. ,,_,.'yf ·.~-.. »-' ., ~9~ ·s.~: .· ,-TRENCH RESURFACING . CARLS.IlAD .S1hN~ .. PIIG . ..N~. GS.-,:?5 ~-6 L.F, •• < , . gFp'vc WATER PIPE-,(lfRI;) ~~11 -~<vi-~ 8' -12' GA TE VAL YES --1ftX- 2• BL□II □FF ASSEBMLY C.M,1/,D, 11-6 --G 35 L;F: 3 EACH 2 EACH e:..AMELh8.SE ASSEBMLY.,-.-"' ; ' __,, C,M,1/,D, 1/06 .. • , • -. ,-.. ~ .•.. 1□ .. -... 1.,0'1 .,-.1,. ,,•.·· .. ·.•. ., .. -. ~ .. --.-.",.:,.20•~';.,·t· flc .... ~:--c·.1111. i.LJ[,v.Ji.QJ]./,!f.,.fi_oS_lC1T~J-1 _f,3A S_!!i,,_,_f;E7A.,(L F;_:,J:172 ' ,._ -C C -• EARTHWORK DATA ·-·· ... . . CUT• 759 CY (RA\/) FILL= 3 CY (RAIi) PAVEMENT UNDERCUT a 0.0 CY EXPORT• 756 CY ••• MODIFIED PER CITY □F CARLSBAD ENGINEERING STANDARDS, VOLUME 3, CHAPTER 2 u ALL PERVl□US CONCRETE SHALL BE INSTALLED AND INSPECTED BY CERTIFIED PERVIDUS CONCRETE INSTALLER DR CRAFTSMAN PER NATIONAL READY MIXED CONCRETE ASS□CIATI□N CRITERIA. CONTRACTOR DR DEVELOPER SHALL BEAR THE COSTS □F SAID INSTALLER AND INSPECTOR. TEMPORARY EROSION CONTROL (CONTINUED) PLANTING AND IRRIGATION • S□IL ENGINEER PER FIELD R-VALUE TESTS TD DETERMINE ACTUAL THICKNESS PRI□ R TD CONSTRUCTION D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS 7 I Rf LEASED. ' SHEET INDEX 1 TITLE SHEET, NOTES 2 CANNON ROAD DECELERATION LANE 3 NOTES AND DETAILS 4 PAVEMENT MARKING PLAN 5 STREET CROSS SECTION PROFILES , .. 'It -M·c.,,;,, . .,; \}I(:.; J . ' it.It <:. r:. r_, NOTE, \/ORK ON THIS PLAN DOES NOT QUALIFY AS A PRIORITY DEVELOPMENT PROJECT <PDP) PER SAN DIEGO REGION OF THE CALIFORNIA REGIONAL \JATER QUALITY CONTROL BOARD ORDER ND, R9-2013-000L HD\JEVER, IF OTHER PORTIONS OF THE CARLSBAD FLORAL TRADE CENTER (MS-12-03) ARE TD BE CONSTRUCTED IN THE FUTURE AND THE SUM □FALL PHASES □F DEVELOPMENT DEFINE THE PROJECT AS A PRIORITY DEVELOPMENT PROJECT (PDP), THEN THE \JDRK UNDER THIS PERMIT MUST BE RETROFITTED TD COMPLY \/ITH CURRENT PDP REQUIREMENTS CITY OF CARLSBAD FIRE DEPARTMENT /[ ~ILT" REQUIREMENTS NO. OF F.H.(S) N/ A F.FLOW N/ A G.P.M. OUT OF N/A F.H.(S). ·_,.,,_ , 2..11w s-: B ,Ji)G. SPRINKLED YES/NO ... F.FLOW~G.P.M. P.E. zfo ~-o EXP. 1z.L-.r41J.c; l DATE I 1,....,. /}, ~ tf. ~6 . 2~ 1..../ !'IRE MA Sf AL I I DATE REVIE',/ED BY, <,; 1. ). <'.2. I Z-fl·J~ IN"Sf ~CTOR () DATE I SH~ET I CITY OF CARLSBAD I SH~TS I ENGINl;;ERING DEPARTMENT . IMPROVEMENT PLANS FOR: CARLSBAD FLORAL TRADE CENTER (CARLSBAD FLOIW, JIARKET) TITLE SHEET CDP12-19 /CUP 12-10 APPR1";.D / 1 I ,,. lnl) '• , . IVV Z/J N Gt. /;\f<£Vf5£n ACCF<;S P/?..0F1L r-.. ' ~ /2~ 14 'l)f~ Ill ~ ENGINEERIN''' UANAGER GLEN K'iJi.KI 6 ~- PE +120+ EXPIRES 3/31 /15 D TE S ?D/11 l~L. 11, AODfD DRAINAGE SY<:.TE'/1 J-DDAIL 8 ~-I~ t,c;ll if:'1 t</ :$:; OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL 'DAE INITIAL CHKD BY: De il.. ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL RVWD BY: MS 12-03 481-4 ,, , , l, ' , .I , ' 0905 4 • , ,. I c. ..,. i ! =~t -I ..J ,..I,, G> ' l/) I 0 (\J I I .... ~-..,. 0 (J1 c::,o w ,..a. f-ii <[ ., "" ): ·'.pi.. : ' - f-' □ ' _.I] , ~ 1,;. . ,I ~ . CL i---"" . --~ L ___) ,140 PROFILE: SOUTHWESTERLY CURB RETURN CANNON ROAD AND PR/VA TE ACCESS A SCALE: HORZ 1•=20', VERT 1•,.,10• f=tld!!!Jlt~;~;NE~gin~e~i~r;7~~-~ 1 B43 Campesino Place ~ Oceanside, CA 92054 ~ Tele: (760) 439-2802 E.~~~~§3 Fax: (760) 439-2866 132 130 126 124 122 120 116 114 112 110 106 104 19+00 140 19+20 140 135 130 125 120 --- 19+40 PROFILE: SOUTHEASTL Y CURB RETURN CANNON ROAD AND PR/VA TE ACCESS A SCALE: HORZ 1"=20', VERT 1•=10' 132 126 124 122 120 118 116 114 112 106 104 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 ill I SH2EET I CITY OF CARLSBAD t----t----t-----------------t------+---+---+-----t ENGINEERING 'DEPARTMENT f----+---+-------------------+----+---1-----+---l I-., - (9F PRNATE CATCH BASINI JUNCTTON STRUCTURE ~~oHss,o~., CARLSBAD FLORAL TRAD.,. C'E'""""''R <> "< 2 ND SCALE s:, His:,, ~ <>~~' Lt,o~ '1' L!'. CANNON ROAD DECELERATION LANE ;-!; /; ., ;, . CDP12-19 /CUP 12-10 ~ I IMPROVEMENT PLANS FOR: * * DESCRIPTI □N, 4• PLASTIC CAP (S. D. COUNTY CONTROL PT. T-1307) LJ/1/[c. ~.l ' It A'--~ l// l-T N1,,(A,J Pb,_ 8. 2?/ //,/ w 20 II II ; No. 23080 S PRE~A D N~R UPERVISI □N □Fr BENCH MARK AT.ROVE!)'/ • ·· GLEN K. AN P,ESKI d, O "';-c,v,1. ~--• / L□CATI□N, EAST OF RAILROAD TRACKS IN RAILROAD R.0.11. B/20114 G.L. /1 ADDED DRAINAGE SYSTEM AND DETAIL <Jlz<; I"' ,;,~(L.-'i z• I'/ ~I, ENGINE" NG MANAGER PE 41204 EXPIRES 3/31/15 1 DATE f-r,-----.------210 41° ~r,or c~1.,,o'I' _____ h___ _ ______ DATE~./-f?./i!/" 500 FT. NORTH OF PALOMAR AIRPORT ROAD. 8/20/14 G.L. /1 REPLACES SHEET ORIGINALl.Y SIGNED 6/09/14 ~17; JV ~fl.... j l,:i y ..,..s:,,:: "'' ;'§ F GARY L SKA RCE 23080 EXPIRES 12/31/15 RECORDED, ,oon A" 1• DATE INITIAL DATE INITIAL 'DA' E INITIAL OWN BY: PROJECT NO. DRAWlNG NO. f- Sco.ler 1" ~ 20' ELEVATION-'-, ~4:6.!67~~========---_-_-_-_-D_A_T_U_M-,_-:::_~N~G~V~D~2'::._9-:::_-:::_-= ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: MS 12-03 481-4 □ .,_ ___________________________________________________________________________________________________________ .J. _____ _,J __________________ .i.;;O,;;TH;,;E;;,R.:A;:.P;,;PR;,;O;;,V;;;AL;.J...;;C;;,IT,;;Y.:A;:.P~PR,;;O~V~A;:.L~~R~VW~D~BY~:;;;;;::::~:.:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;~5= 142 140 138 EXISTING GR DE ~ CENTERLI E1----136 134 _., / _., -/ a, 132 / m "' / =a< 1§ / ,___ caru / m =-<>: / =°' ~ t2 _______-;; 130 ;i; / = ru c;~ r--~ _//f ' / "' "' ~ c ~-w_ it 128 (;'.::;? n.•1 ~ ENTERLINE I !SH GRADE ~ ~' I OOC>' C ,:' mw 126 ..... = ,___ rve Leng ~r1 -t ,___ .... ca "" C "·'" ~=> =. K O 9,88 ~ '-" ,---ro -w_ + ru Ja2±00.0" 124 "' II (j PI 0 128.97 D u> C>' i;;"" u 122 ~ PROF/, u SCALE: 120 ------------------L------t,., --I~ --- L-----~ ------- ~ ~ m oci " u > w E: PR/VA TE ACCEpS A HORZ 1 "=2, ' VERT 1 "=f ' p..-w --- "" <C L.::) <~,<.;;;) t,, <">z r ~~ r+ ~vo ;r,; wX "-W .... w "' 142 140 138 136 134 132 130 128 126 124 122 120 1 w z ~ _J "" "' ::J u [l 6' THICK PERVI□US CONCRETE SIDE\/ALK (SEE SPECIFICA TI□N, RIGHT THIS SHEET) [ill 6' THICK CRUSHED AGGREGATE 3/4' TD 1' NOMINAL DIA. (\/ASHED TD REMOVED FINE MATERTIAU [ill NATIVE MATERIAL OF FILL MATERIAL COMPACTED TD 90'l. [ii] FILTER FABRIC (El 4' PERFORATED PVC PIPE \/RAPPED \/ITH FILTER FABRIC w z ~ _J >--r-"' w 10' PARK\/AY ---------:,@, r 4.5' PLANTING STRIP 2.01/. ~ "' ~---5' SIDE\/ALK ----1 n_ N PREVIOUS CONCRETE SIDEWAKL ND SCALE P[RVIOUS CONCR[T[ PAV[M[NT SP[CJFICA TIONS P[R COLORADO R[AJJY MIX CONCR[T[ ASSOCIATION 1uc«ilf A, CEMENT SHALL BE PORTLAND CEMENT TYPE I DR TYPE II CONFORMING TD ASTM C 150 DR PORTLAND CEMENT TYPE IP DR IS CONFORMING TD ASTM C 595, B. SUPPLEMENTARY CEMENTITI□US MATERIALS• 1. FLY ASH CONFORMING TD ASTM C 618, C. ADMIXTURES• 1. AIR ENTRAINING ADMIXTURES MEETING ASTM C 260, 2. CHEMICAL ADMIXTURES SHALL COMPLY \/ITH ASTM C 494, A. \/ATER REDUCING ADMIXTURES• TYPE A. MID-RANGE \/ATER REDUCING ADMIXTURES (MRI/RA) DR HIGH RANGE \/ATER REDUCING ADMIXTURES (HRIIRA) TYPE F DR G ARE PERMITTED DUE TD LOIi \/ATER-TD-CEMENT (CEMENTITIDUS) RA nos SPECIFIED FDR PERVI□US CONCRETE, B. HYDRATION STABILIZING ADMIXTURES MEETING REQUIREMENTS OF ASTM C 494 TYPE B RETARDING DR TYPED WATER REDUCING/RETARDING ADMIXTURES ARE REQUIRED. THIS STABILIZER SUSPENDS CEMENT HYDRATI□N BY FORMING A PROTECTIVE BARRIER AROUND THE CEMENTITI□US PARTICLES, DELAYING THE INITIAL SET AS THE PERVIDUS CONCRETE HEATS UP IN THE TRUCK, A STANDARD RETARDER WILL NOT PREVENT PREMATURE HYDRATION \/HILE THE STABILIZER \/ILL. THE USE OF HOT \/ATER DURING COLD 1/EATHER \/ILL REQUIRE AN INCREASED DOSAGE OF HYDRA TIDN STABILIZER. 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 GRASS DR TURF D. AGGREGATES, ~- ~ . ~ <C z • D LEGEND (E) (2) 12' FLG'D X PUSH J□INT GATE VALVES z w z z <C -8 ~ @ (1) 12' X 12' XS' FLG'D TEE \/ITH THRUST BLOCK C.M,1/,D, \1-15. 11-19 = "" = '° = = = a, + @ (I) 8' FLG'D X PUSH J□INT GATE VALVE (D (2) 2' BLD\1-DFF ASSEMBLY PER C,M,1/,D, 1/-6 CiD,J~ij; ; fJJ EX. 12' PVl.._!'IPE PER__ • ~ 8-EX. 12' _EYC PIPE D\IG, ND 333-2F (SHT, 4) A "® (Q) (1) 2' MANUAL AIR RELEASE ASSEMBLY PER C.M.11.D. 11-6 (Si) (I) END CAP AND THRUST BLOCK PER C,M,1/,D, 11-15, 11-19 ® TRENCH RESURFACING PER CARLSBAD ST AND. D\/G, ND. GS-25 ® 'C!J.--cD NEIi 8' PVC PJPE-1 (J)SCH~gAJc{y_EPJP[ DETAIL . -1-----/ (_ •\ '7 I 'I,, \ I ---b. ' }!~ I \ \ I I \ _...-> " ,, I I \ \ q:: ,0 I , ~\ I U I I I +80.7 I \ TP 104.80 1 • <...' \ \ I ;I \ \ I I X . ' -I \ I I I < , • I I I • I .J \ I \ \ I -1--I / I I \ / ' '(I 11•· I I -/ \ I ---~12" p R DWG _:-~l\ I) I I \ \ --1-I 333-ZF SHT.4 I f\ \ \ \ > ... . ' . \ \ . I q:: :s . I \ ) I I \ \ \ . >, .\ I I \ I / \ \ \ \ I ~-'-:, '( 1, . Ii \ \ \ I (, j ~<: 11\ } 11 \ \ \ ., I. . \ \ \ PLAN: 8" PVC WATER MAIN SCALE: HORZ 1#=10' 114 114 ;\ I \ --"'- / ' / / --/ 112 is~ GRADE 112 ~ / ,/ / /=I _/ 110 I; r 110 !NISH GRA7 -"-' a, r§ m cc' CL "' Cl( c+. 108 ii§ 108 <'. cS 106 106 TP 04.80) EX. 2' PVC \/ATER S-1.0'l. PER D\/G, 333-2F 5'-8' PVC <DR14) ___j 104 19+ 0.74 ~ "' 104 TOP = en (HG 375) = = = "' -= "' 0 c+. CL ru .... ;!.. 102 102 100 100 PROFILE: 8" P' C WATER MAIN 98 SCALE: HORZ 1 ", 10', VERT J "=2.5' 98 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 --- I I I -------- I I I I I I I I s I I I I I I ~~----------- 6' 2•1 SLOPE (MAX:l<.__./4 IMPERMEABLE LINER ALL AROUND SEE NOTE ON THIS SHEET EXIST, CURB PROPOSED CURB EXIST. SIDE\/ALK '· --</~<l. ----------<J <l. ~::::_~~..::~. 3 • ', : , ;R□PDSE;· Sl[lf:1/A~f, ~: • -~ --------' 4 4 ;fl --~-:::._-----.:.... 4 o'l .. 4 ~ -~~ , ' . ~ R□P□SED CURB PER LANDSCAPE PLAN NATIVE MATERIAL DF FILL COMPACTED TD 90% GRASS LINED SWALE ND SCALE IMP[RM[ABL[ LIN[R NOT[ IMPERMEABLE LINERS SHALL CONSIST □F 30 MIL PVC LINER, SPECIFIC GRAVITY (ASTM D792) 120 MINIMUM TENSILE (ASTM 0882), 73 LB/IN-1/IDTH, MINIMUM EL□NGA TI□N AT BREAK (ASTM D882), 380 'l. MINIMUM MODULUS (ASTM D882), 30 LB/IN-1/IDTH, MINIMUM TEAR RESISTANCE (ASTM D1004) 30 LB/IN-1/IDTH, MINIMUM [g_] BROOKS PRODUCTS 10' X 20' CONCRETE METER BOX (3~s:,;~~;-:._ ,: '.' •: '~. WITH 4" THICK POURED IN PLACE CONCRETE BOTTOM "-q__ '-.::::'.:;;:: -_ " , • 0D 4' SOLID PVC PIPE <SDR-35) S0 !.0'l. (MIN,) ~ •---,,. "'; -.::; .:::-.:;--_ • CONNECT TD 4' PERFORATED ~ " _ ~-~ SIDEIIALK DRAIN PIPE 0D 4' SOLID PVC PIPE (SDR-35) S0 1.0'l. <MIN.) ~ ., , -2'" 1. COARSE AGGREGATE SHALL MEET THE GRADING AND QUALITY REQUIREMENT OF ASTM C 33, BASED □ N MEETING THE PROJECT REQUIREMENTS, 2. FINE AGGREGATE CDMPL YING \/ITH ASTM C 33 SHALL PROVIDE 6 Y. ~2 Y. OF TOTAL AGGREGATE \/EIGHT. 3. A COMBINED COARSE AND FINE AGGREGATES GR ADA TIDN SHALL BE PROVIDED AND A MINIMUM OF lO'l. OF THE MATERIAL SHALL PASS THE #4 SIEVE, (RESEARCH SUGGESTS THAT THE INCLUSION OF ADDITIONAL SAND INCREASES THE FREEZE THAii RESISTANCE, DURABILITY, AND STRENGTH \/HILE STILL ALLOWING ADEQUATE PDR□SITY.) 4. LARGER AGGREGATE SIZES MAY INCREASE POROSITY BUT CAN DECREASE WORKABILITY AND STRENGTH, \/ELL GRADED AGGREGATES SHALL BE AVDIDED AS THEY MAY REDUCE POROSITY AND MAY NOT PROVIDE ADEQUATE VDID CONTENT. 5. NATURAL ROUNDED AGGREGATES, WHERE AVAILABLE, ARE RECOMMENDED, E. \/ATER SHALL BE POTABLE AND COMPLY \/ITH ASTM C 1602. F, FIBER REINFORCEMENT SHALL COMPLY \/ITH ASTM C 1116. G, RECOMMENDED MIXTURE PR□PDRTIDNS, THE CONTRACTOR SHALL FURNISH A PROPOSED MIXTURE DESIQN, \/ITH PRDPDRTI□NS OF MATERIALS, DR IF MIXTURE PROPORTIONS ARE PROPRIETARY, A WRITTEN SUBMITTAL FROM THE CONCRETE SUPPLIER, PRIOR TD COMMENCEMENT □F \/ORK, THE DATA SHALL INCLUDE DENSITIES DETERMINED IN ACCORDANCE \/ITH ASTM C 29 SECTION 11, JIGGING PROCEDURE, THE COMPDSITIDN OF THE PROPOSED CONCRETE MIXTURE SHALL BE SUBMITTED TD THE ARCHITECT/ENGINEER FDR REVIEII AND/DR APPROVAL AND SHALL CDMPL Y \/ITH THE FDLL□IIING PRDVISI□NS UNLESS AN ALTERNATIVE C □MP□SITl□N IS DEMONSTRATED TD COMPLY \/ITH THE PROJECT REQUIREMENTS. MIXTURE PERFORMANCE \/ILL BE AFFECTED BY THE PROPERTIES OF THE PARTICULAR MATERIALS USED. TRIAL MIXTURES MUST BE TESTED TD ESTABLISH PROPER PRDPDRTIDNS AND DETERMINE EXPECTED BEHAVI□R, CONCRETE INSERTED IN CLEAN□UT BACK \/ALL AND GROUTED '\._ , •_ , -, " • "~_"" ALL AROUND FDR TIGHT SEAL ~ ' " ' • ("-" :v 6) DETAIL: DRAINAGE PIPE OUTLET ~ _ ._·. ,~K: I ND SCALE V ' PRODUCERS MAY HAVE MIXTURE PR□P□RTl□NS FDR PERVl□US CONCRETE OPTIMIZED FDR PERFORMANCE \/ITH LOCAL MATERIALS, APPENDIX 6 □F AC! 21 1.3R PROVIDES A GUIDE FDR PERVI□US CONCRETE MIXTURE PR□ P □RTI□NING. GENERAL MIXTURE RECOMMENDA TIDNS ARE AS F□LLD\/S, 1. CONCRETE MIXTURE DENSITY• RANGE □F 105 LB/FT3 TD 130 LB/FT3 (1682 KG/M3 TD 2082 KG/M3) PER ASTM C 29, SECTION 11, JIGGING PROCEDURE. 1 )--~ 3 )-----, 5 J---- 2 2. CONCRETE MIXTURE VDID CONTENT, RANGE OF 15% TD 25%, PER ASTM C 138, GRAVIMETRIC AIR DETERMINA TI□N, 1 ~ FENCE POSTS @ 8' -0" O,C, MAX. ~ 3. CEMENTITIDUS CONTENT• RANGE □ F 450 LBS/YD3 TD 550 LBS/YD3 (26 7 KG/M3 TD 326 KG/M3) ~ ..:.,-., "' t')l-.;t- 0 ~ N ,..:10-1 I "' ;,, 1'-0" SECTION ND SCALE ~ _J <( z ::, 0 z f<) ~ 1111 ' N I FINISH GRADE ~ ;,, I ' ELEVATION ND SCALE KE Y: CD 0 0 0 ® 5" X 5" SQUARE PVC FENCE POST WITH CAP. 1-1/2" X 5-1/2" PCV FENCE RAILS (2). ½" RADIUS TOOLED EDGES. MIN. 90% COMPACTED SUBGRADE. 12" DIA. X 30" DEEP CONCRETE FOOTING AT ALL FENCE POSTS. 2,000 PSI MIX DESIGN, MIN. SEE ADDITIONAL SPECIFICA Tl□NS ON LANDSCAPE PLANS (§)DETAIL: FENCE ND SCALE -- II\ \I '> -~ r11111 REVIE'w'ED BY, DATE 4. SUPPLEMENTARY CEMENTITIDUS CONTENT• FLY ASH, 20½ MAXIMUM; COMBINED SUPPLEMENTARY CEMENTITIDUS CONTENT• 20½ MAXIMUM, 5, \/ATER-TD-CEMENT (CEMENTITIDUS) RA no, RANGE FROM 0,26 TD 0,35, 6, AGGREGATE CONTENT, THE BULK VOLUME OF AGGREGATE PER CUBIC YARD (CUBIC METER) SHALL BE EQUAL TD 27FT3 (LDD□L) \/HEN CALCULATED FROM THE DENSITY (UNIT \/EIGHT) DETERMINED IN ACCORDANCE \/ITH ASTM C 29 JIGGING PROCEDURE. 7, ADMIXTURES, ADMIXTURES SHALL BE USED IN ACCORDANCE \/ITH THE MANUFACTURERS' INSTRUCTIONS AND RECOMMENDATIONS, 8, MIXTURE \/ATER• THE QUANTITY OF MIXING \/ATER SHALL BE ESTABLISHED TD PRODUCE A PERVIDUS CONCRETE MIXTURE OF THE DESIRABLE 1/DRKABILITY TD FACILITATE PLACEMENT, COMPACTION, AND FINISHING TD THE DESIRED SURFACE CHARACTERISTICS, MIXTURE \/ATER SHALL BE SUCH THAT THE CEMENT PASTE DISPLAYS A \/ET METALLIC SHEEN WITHOUT CAUSING THE PASTE TD FLO\/ FROM THE AGGREGATE. (A CEMENT PASTE \/ITH A DULL -DRY APPEARANCE HAS INSUFFICIENT MIXTURE \/ATER FDR HYDRATION.) INSUFFICIENT MIX \/ATER RESULTS IN INCONSISTENCY IN THE MIX AND POOR BOND STRENGTH, HIGH WATER CONTENT MAY RESULT IN THE PASTE SEALING THE V□ID SYSTEM PRIMARILY AT THE BOTTOM AND POOR BOND AT THE UPPER SURFACE. 9, AIR ENTRAINMENT• HAS BEEN SHD\IN TD INCREASE FREEZE THAii DURABILITY OF PERVI□US CONCRETE, 10, FIBER REINFORCEMENT, MAY HELP PREVENT RAVELING BUT MAY DECREASE 1/DRKABILITY. u•• 'SPECIFIER'S GUIDE FDR PERVl□US CONCRETE PAVEMENT DESIGN (VERSI□N 1.2)' I SHE3ET I CITY OF CARLSBAD I SHE5ETS I f-----ll----+----------------1-----+--+---+----l ENGINEERING DEPARTMENT l---+---1------------------+---+---1----1----.I NOTES AND DETAIIB FOR: \, ' 090514 " ,. ' ' I ' 0 0 I I II 0 I I ~ ~-------, rr , 1 -------......__J l __________ ,.........------------------------------- 0 I I I I I I I I TI- I I --------------------------·----------------------------------------------------------~ ~ --------------------------------------------------------------------------------------------------------------------------~K - 0 0 0 CANNON ROAJJ --:::::e::J!l[:: ================================:C~:4:M:JV::O:W::R:O:~:.D:======~==-c~==~~-==:--:=---=-=--=-=~1/r__~= -~~~~-=--=-=--=-=:~--~~~~=-)~rt-=~-~~~":;~1:ll~===------==----7t~r=~--,~~Tr1 =----====~----=====7-~r~::1~11=-==~~~----====~--~«Jrc✓~,.c:•2"r-;:J_2f,i,. ~~7 _./ 1-~ 1/i ~ ~ I t(\1 I I ct' I I ( l I 1' JI '------~c:,_14-L I _____________________________________________________ EX_I_STI_N_G_ll,AJ_S_ED_MED_IAN ___ L__/ ___ .----------~I•!:, :;;-~-:2-r=::-:'=:'.__ _________ ___:i:::::·:::=::''::==:::_i __________ _'.:i :.=-=·=::::::=:.:-:._1 ----------~1=..__:"''==:c· ::'=:::_1_--I ~ I I 21 I ~ 1,'± ~----i i :--------. . -. --- -----. ---. -. -- ---;--- ----------------------~,: . . ---. . . . -----. ------ -----. -. -------. ~ ----.. --------. ------ --~---//-; ~--------------,'-----------~ .. _, ~, • ,.,, , , , ' , ' ,· ' ~ ' ' ' ~-' •, , , , , , •• ,., ' , , u , ,. 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(,, J ! ,, /// CANNON ROAO PAVEMENT MARKING PLAN '\ \ \/, '. . ~"°''"""" ""'' 'Ii -( '1 j1 /; SCALE: HORZ 1 "~20' ~ I '--1-I -11 I I. 1· ! !( i <, I\ SIGNING AND STRIPING NOTES L THE CONTRACTOR IS RESPONSIBLE FDR INST ALLA TI□N □F ALL SIGNING AND STRIPING. 2, ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TD THE CALIFORNIA MANUAL □N UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISI□N 1, AS AMENDED FDR USE IN CALIFORNIA), THE CALTRANS STANDARD SPECIFICATI□NS (2006 DR LATEST VERSI□N THEREOF), THESE PLANS AND THE SPECIAL PR□VISI□NS, 3, ALL SIGNING AND STRIPING IS SUBJECT TD THE APPROVAL OF THE CITY ENGINEER OR HIS REPRESENTATIVE, PRI□R TD INST ALLATI□N, 4, ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE CITY ENGINEER DR HIS REPRESENTATIVE PRI□R TD ANY CHANGE IN THE FIELD, 5, ALL STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATI□NS, STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. 6. ALL SIGNAGE SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATI□NS AND SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY DR EQUAU, 7, PRI□R TD FINAL ACCEPTANCE □F STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TD A 'LIKE NEW' CDNDITI□N, IN A MANNER MEETING THE APPROVAL □F THE CITY INSPECTOR. 8, EXACT LOCATION □F STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE CITY ENGINEER DR HIS REPRESENTATIVE PRI □R TD INSTALLATION. 9, CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING, DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 10, ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSI□N OF THE CAL TRANS STENCILS, 11, LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED, CROSSWALKS SHALL HAVE 10' INSIDE DIMENSI□N UNLESS OTHERWISE SPECIFIED, 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED, 13, FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TD THE CALIFORNIA MANUAL □N UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISI□ N 1, AS AMENDED FDR USE IN CALIFORNIA) AND SAN DIEGO REGI□NAL STANDARD DRAWING M-19, 14, ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE THE CALIFORNIA MANUAL □N UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISI□ N 1, AS AMENDED FDR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED, 15, SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGI□NAL STANDARD DRAWING M-45, 16, WHEN A SIGN IS A TT ACHED TD A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS, 17, EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TD THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 □AK AVENUE, 18, ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TD BE RELOCATED DR TD REMAIN, 19 ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW 20, WHERE R4-7 SIGN AND □Ml-3 OBJECT MARKER ARE TD BE INSTALLED IN A 2 FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18'X 24' AND THE □Ml-3 OBJECT MARKER SHALL BE 12'X 12'. \'.Of ESS/o,. REV!EvlED BY, CONSTRUCTION LEGEND (j) EXISTING IANE LINES PER DETAIL 8 OF CALTRANS DRAWING A20A (D EXISTING BIKE IANE LINE PER DETAIL 39 OF CALTRANS DRAWING A20D @ PROPOSED BIKE LANE LINE PER DETAIL 39 OF CALTRANS DRAWING A20D (D PROPOSED 12' WIDE WHITE DIAGONAL PAVEMENT MARKING ® PROPOSED CROSSWALK PAVEMENT MARKING PER CAL TRANS DRAWING A24E /7 -1_ ). d I_ IN' 11 IT□R ,1) DATE ~ CITY OF CARLSBAD I SHEETS I f----t---+----------------t----1--+--+----I L__±_j ENGINEERING DEPARTMENT 5 t---t----+----------------t-----t---+---+----1 PAVEMENT MARKING PLAN FOR: ~ ::.-,--,....:_••r1 _,,-.,"> ,l'-i L11'.0_.< «, :::' " -.,,. ~ CARLSBAD FLORAL TRADE CENTER . ' ~ ~ a ~ CANNON ROAD DECELERATION LANE , i', CIVIL ENGINEERING * LAND PLANNING '::. No, 23080 !;; CDP12-19 /CUP 12-10 Ln . i !!!!#Nterra Engineering Inc. •_.,~ c,v1L r.*'"* PRE~A .D ~ER T s.uDPEAREvr4s11 □2N91□14F, BENCH MARK APPROVE~~. // ,11~. ,/1, GLEN K.J'Y' 1;~~1 ~ • i;'K ~ 1843 Campesino Place r;-o,c~L110 DESCRIPTI□N, 4' PLASTIC CAP (S. D, COUNTY CONTROL PT. T-1307) ,.;/l1//-, w •[•~-:, ~£~e(~~~d:39~ffao2 92054 20 0 20 40 L□CA TI□N, ~~~TFfF N~~~~R~~D p~~i~~~ I~IR~~~;□:8A~-□-W, IT.!/711 ~ 1..,.( ' // ' A~-f",V I L"r ::N:~RING' MA'1AGER IPE 41204PR~~::;::./31 /15 I :R:;: NO. i ' : 1\~ Ir Fax: <760) 439-2866 ealll..__ ... lll..__lll~---1 I GARY L)s-KA RCE 23080 E:PIRES 12/31/15 RECORDED, -''"'!'!q"n--!~~n,...__ 1 --------::-,=-.,,.,.----:c::::-:::--::::---DATE INITIAL DATE INITIAL DATE INITIAL 'i)e/l.. f-I ' .,_ _________________________ s_c_<1_le_,_1_·_=_2_o_· ____________________________________________ E_L_E_v_A_T_1□_N_,_4_6_,6_7 ________ DA_T_u_M_,_N_Gv_D_29 __ ..J_EN_G_IN-EE_R_O_F_w_o_RJKI....---R-E_v_1s_1o_N_D_E_s_c_R_1_P_T_1o_N ____ ;~o .. T-H .. E-.. R-.. A-P:P .. R-O:V .. A-L:;: .. c-1-TY-:.-... •-'P_P-.. R-O~V ... A-l ... ~.;~;;~;;KD;;:y;;;y"':;;;;::;:::~;:.:;;;;;;;;;;M;;;;;;S;;;;;;l;;;2;;;;;;;;;O;;;3;;;;;;;;;;;;~4;;;;;;B;;;1;;;-;;;4;;;;;;;;;:J~ ,j~ ''.. 0613 4 I 116 114 w w 112 iS ~I ' = I ~ "''= 01 <..::J ·I w, -...... 1 ~I 110 l----1~ z IW i'.';S I+ ul '-'"' :z: 1--1 z i2-1-ul°' I t::: _J ,:-----. -;;=c/,9% ~-2,0~1 V ! I ' 108 iJ ----------~;-----EXISTING GRAD M 106 co § 104 CiNNON RO, D ';i CROS SECTION STA 19+7 102 c:r.,11 J:i". uno7 1" ,?n' \/CDT 1" ,t:;' 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 116 w I~ /'1 iS = ~ 114 --"'= I <r::kl a:::1 tri c °' I I =, 0::: I w1ru ~ WIL.t..J >--1 + 112 Q1~ c !s1~ , ...... 0:::1 _J I _____ _-I ---""=b.27, ______ / I '-._ : IC r~; s~:;.0% 110 cJ EXISTING GR ~ 108 s ~ w 106 104 CANNON ROAD CRC SS SECT/0 V STA 20125 102 SC LE: HORZ I"= o·, VERT I "=5' 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 118 w w iS = ~I ~ >-: --"'= 116 o::I tr5 ~: ffi 1---J_ w,c--~: t?/~:~ >--1 + Qi~ i" 01 ...... 114 WI --_,l _S-""'I '1' i:--8:I_J I ,,,,.-------'' --- E ~-; sc~~,0% u EXISTING GRA 112 "' .., M -110 -~ w « 108 106 CANNON ROAD CR( ss SECT/0 V STA 20-75 104 SC LE: HORZ /"= o' ' VERT /"=5' 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 118 w z w :J18 ~I I >-: O.:::llf") ...0: \ ~I 116 w1ru >--1 + r:=\wlw Q1ru l:::2 \'&J:z: WI ___ _,,/' ~ a:::1:J 114 I ----1 --------~cc?.0% l '--0...1 I (....----C ,- EXISTING GRADE ' -• :i=-2.0% 112 "' "' "' --~ 110 w « 108 106 CANNON ROAD CRC ss SECT/0 V STA 21-25 104 SC LE: HORZ I"= 'O', VERT /"=5' - 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 - CIVIL ENGINEERING * LAND PLANNING .WUIJ!terra Engineerina Inc. ~ 1B43 Campesino Place ~ Oceanside, CA 92054 ~ Tele: (760) 439-2802 ~==~='='~~=I Fax: (760) 439-2866 116 124 w z 114 112 110 :Jig w ' 122 o.:::I tri w,,.__ Ml = >-I >--1 + -.qi ~ 1-1 c51@ 001 l!J 0::::1 :;:::::1 ~ W 1w 120 WI .v· 0.... :z: I ~L ,01 ........ L--------1_ ----·:; I L...... ·a;. __ ;;_o_c)._~z_ ---_I I I..._ : 118 ------------ EXISTING GRADE ::,,, _,,, S=-2.0% = 108 116 "' ~ ~ 106 114 « 104 112 CANNON ROAD CR( SS SECT/0 V STA 21-75 102 110 s, ~LE: HORZ I "= o', VERT I "=5' 1+70 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 116 114 112 126 w z= :Ji q "''"' w I 124 w 1ru ~I ~ >-I >--1 + I c.::: 1-1 Q1gj ~I L.::J Cl::'.I I~ Ww WI -n o....1:z: 122 I (..)I I 52',~I,._, I -----/ h ,_____. I_J ----------~ .:-_-::J iY./2. ___ , j I '-._ ; ----------r 110 120 EXISTING GRADE , fCi S=-2,0% "' = 108 118 ru --w 106 116 104 114 CANNON ROAD CR( ss SECT/0 V STA 22-25 102 112 S( 4LE: HORZ I "= o·, VERT /"=5' 1+70 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 118 116 114 128 z= :Ji q "''"' "'' w ' w, c--M = >-1 126 >--1 + .I i;:i2 1-1 i:518:J ~I L':l a::::I WI ldi-'~ '::t1~ I 1-1 ,_.-, 52]:::i 124 l--------L S:::-'.) n•, / I i..... ''fr ------: ---, -----' 112 122 EXISTING GRADE ' _,,, S=-2,0: "' ru M 110 120 ~ w « 108 118 106 116 CANNON ROAD CR( ss SECT/0 V STA 22 75 104 114 s, 4LE: HORZ I "= o' , VERT /"=5' 1+70 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 --- 118 130 ' 116 114 WI =1 w ' ~I= "' = >-I _j 19 ml ~ f-1 128 "''"' w 1ru ru l..!:J 0::1 S:1M ...... 1 B5 '::t1~ bf-;,§ 01-wlru °'I-" 126 w S=-2.07. / ! i,--::----nc.•l L 112 EXISTING-GRADE~ --,---- 124 _,,, S--2,0i c--.., "' 110 122 ~ u « 108 120 106 118 CANNON ROAD CR( SS SECT/0 V STA 23-25 104 116 s, ~LE: HORZ I"=, o·, VERT /"=5' 1+70 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 No. 23080 PREPAC,~N~UPERVISl □ N □F, __ /l,_ __ l;;;;:K__ __ DATE.8)Z.S/Jj-- GARY Ly'SKA RCE 23080 EXPIRES 12/31/15 124 122 120 118 116 114 112 110 1+70 126 124 122 120 118 116 114 112 1+70 128 126 124 122 120 118 116 114 1+70 130 128 138 126 136 124 134 122 132 120 130 = = = 118 ;!:. 128 116 126 1+70 = = ·-- ~o 124 = 9 c3 = 122 + - 120 132 130 128 126 124 122 120 118 EXISTING GRADE \-_/ S-2.07. ro "' r--.: ~ w « CANNON ROAD CRCSS SECTIOV STA 23 75 SC LE: HORZ /"='O', VERT 7"=5' 132 126 124 122 120 118 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 = \ "' co ru -:;;, --;::,@ / -----~ ;1 "' ru -"' FUTURE PAVED XIST. GRADs-, / / / 1 / / SEE PW/ v1EW ON,sHm 2 ----7·---IIATCH UNE .,-_,- / / / / / / / / / / / / / / / / / / / EXTENDED PLAN VIEW CANNON ROAD PAVEMENT WIDENING SCALE: I "~20' --" ~~ --~ -~ ~ / --~/ -~~ ---~S2 PRIVATE ,BCCE! 1 oj o._ \ I --\NIS GRADE i+ D ru >--I \I ~ • 1.9' CDVERr 1~~~Y~)?~S ... ~~J.:~~. -...-f.,'y / / ~ - . / 11·~ I~ y~J,\\~~~ ,, 6\ 15' PVC @ 1s· Pvq @ o.n Lf~·fs§,~_, · ~\1\1\\\f~ "A~ II .., ' . ca p ~ -c--ru ic't,w - PROFILE: PRIVATE STO M DRAIN AT CANNON OAD AND P IVATE ACCE! S'A SCAL ; HORZ 1"-20', l RT 1" 5' / / -~ 1.01/. / ~ / / ~ ~- '- 138 136 -= 134 = ca "' "' ~ "' e a< c--+ "' "' 132 ru >--LI- ,_./ '--130 :--'\V 128 126 ,:::: "' "' c---ru_ i'---124 + w ru - 122 120 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 BENCH MARK DESCRIPTr □N, 4' PLASTIC CAP (S. D. COUNTY CONTROL PT, T-1307) L□CA TI □N, EAST OF RAILROAD TRACKS IN RAILROAD R.0.1,/. 500 FT, NORTH OF PALOMAR AIRPORT ROAD. -- z/tz/1 s::: ~~Y-'/~S-DATE \v'ED BY1 l· 18-rS TOR DATE -ill (j:J JUNCTION BOX PER DET1'JL "F" ON SHEET 2 W CATCH BASIN PER DET1'JL "F" ON SHEET 2 ' (M/ CONCRETE HEADWALL PER S.D.R.S.D. D--32 (SINGLE) © TRENCH SECTION CONCRETE ENCASEMENT PER S.D.R.S.D. SP-03 1 I SHE5ET I CITY OF CARLSBAD I SHE5ETS I f---+----,1------------------+---+----,1-----,1-----1 ENGINEERING DEPARTMENT t---+----,1-------------------+----+----,1-----,1-----1 f----t----,1------------------+---+----,1-----,1-----1 STREET CROSS SECTION PROFILES FOR: t ADDED DRAINAGE SYSTEM PROl1LE B/20/14 G.L. 1 REPLACES SHEET ORIGINALLY SIGNED 6 09 14 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION CARLSBAD FLORAL TRADE CENTER CANNON ROAD DECELERATION LANE CDP12-19 CUP 12-10 " -I Ln (\J I Cf) w f- <l: DWN BY: PROJECT NO. DRAWING NO. <a DATE INITIAL DATE INITIAL 1- CHKD BY MS 12-03 481-4 D OTHER APPROVAL CITY APPROVAL RVWD BY: _j -----------------------------------------------L.--..J.. _______ .J..;..;.,;; ........ ;,...;;..i. ...... ....;...;J.;;;;;;;;;;;;;;;;;;;;~;;;;;;;;:.:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:J"- { \ ! "