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DWG 488-2A; MS 12-03; FLORAL TRADE CENTER; 01-18
I ~ L1J :::, ,2 "' L1J z ~ w 0 L1J ~ 0 ~ ~ o_ ~GRADING NOTES (1iio~N TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.)_ -~ 1. THIS PLAN SIJ.f'ERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD R~RDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS Rl,AN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOtu:[ION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTE:.o HEREON AS THEY MAY PERTAIN TD THIS PROJECT. THE ENGINEER IN RESPONSIBLE CliARQE SHALL REVISE THESE PLANS WHE.N NON-CONFORMANCE IS DISCOVER[~ 3. CITY APPROVAL OF PLANS DOES NOT R[j,IEVE THE DEVELOPER DR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTIDN,OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS Sicle.LL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. __ "'---., 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. EARTHWORK QUANTITIES CUT: ____ 34,000 CY FILL: 34,000 CY REMEDIAL: 61,000 CY NOTE: THE GRADING QUANTITIES SHOWN ABOVE ARE FOR BONDING PURPOSES ONLY AND DO NOT ACCOUNT FOR VARIATIONS DUE TO LOSS FROM CLEARING AND GRUBBING, STRIPPING, SHRINKAGE, SELL OR UNSUITABLE MATERIALS. THESE QUANTITIES ARE FOR BONDING PURPOSES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN INDEPENDENT QUANTITY AND MATERIAL TAKE-OFFS TO CONSTRUCT THE DESIGN AS INDICATED ON THESE DRAWINGS AND IN CONFORMANCE WITH THE PROJECT'S GEOTECHNICAL REPORT. VICINITY MAP CITY OF OCEANSIDE HIGHWAY 78 CITY OF VISTA 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER Wll,_L BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT 'MtziT BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERM(Q'EE'S POLICY IN 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. . TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION PROJECT THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE Of"•l,[.ABILITY. THE UNDERGROUND SERVICE ALERT (800)422-4133 (800)660-7343 (800)892-0123 (760)438-7741 (760)806-9809 (760)434-2980 (760)438-2722 (760)633-2650 (760)753-0155 (760)744-0460 (760)753-6466 (760)726-1340 ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED SITE y INSURANCE COMPANY WRITING fHE POLICY MUST HAVE A RATING OF "A-"'O'l.:_ BETTER ;~~~E ~~~N~ ~0l~ECATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS' KF;;( TIME WARNER CABLE 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, "' COX COMMUNICATIDN(S ) RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM"' CITY OF CARLSBAD STREETS & STORM DRAIN THE BUILDING DEPARTMENT. ~•CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE *SAN DIEGUITO WATER DISTRICT CITY AND OTHER APPROPRIATE AGENCIES. *LEUCADIA WASTEWATER DISTRICT 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY •V~LECITOS WATER DISTRICT WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS 'OLIVENJ:!AIN WATER DISTRICT BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. *BUENA ~At!ITATION DISTRICT 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF "-.., • AS APPROPRIATE THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET 33. PERMIT COMPLIANCE REQUl~MENTS: OF THE PLANS AND THE TITLE SHEET. A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING ENGINEER AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE OBSERVE AND -SIGNED BY THE CITY ENGINEER. ' '-{ ! • 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY CONTROL THE WORK IN PRDGRES~ 15.16.120 A.8 CARLSBAD MUNICIPAL CODE. ·, 6~ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE B. PRIOR TO FINAL APPROVAL OF A GRADING_ PERMIT -THE FOLLOWING REPORTS 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE Mi 1U5ST16B1E20SUAB1MOlrECDARTLOSBTAHDE MCUITYNICEIPNAGLINCEOED~E l~A THE PROJECT INSPECTOR PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. · · · ' : 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER SlATING ALL GRADING IS SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING ANQ_ IRRIGATION ARE BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPRQVED PLANS AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS ;AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) DR STEEPER WHEN THEY ARE: A. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. B. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: A. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. 8. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. C. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED 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 IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS DR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. B. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO DEPARTMENT) 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, WORKING DAYS OF THE COMPLETION OF FIELD TESTS. • · PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE 13. A SOILS COMPACTION REPORT A.ND COMPLIANCE VERIFICATION REGARDING ADHERENCE (2) AS-BUILT GRADING PLAN. IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL '-.✓. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS '-.1:_HE GROWTH OF THE HYDROSEEDED GROWTH. . OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS '"' · , CARLSBAD STANDARD SPECIFICATIONS AND THE "EARTHWORK SPECIFICATIONS" ATTACHED OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS C. HYDROSEE81f::!G MIX SHALL CONSIST OF ALL OF THE FOLLOWING: TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE THERETO. 1. SEED MIX',El:!_ALL CONSIST OF NO LE~S THAN: , i SUBMITTED TO THE PROJECT INSPECTOR. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. A. 20 LBS. flf;,_R ACRE OF ROSE CLOVER · 14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE B. 20 LBS. PE~~CRE OF ZORRO FESCUE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFfER C. 3 LBS. PER ACR&.._OF E SCHOOL CIA CALIFORNICA RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED D. 4 LBS. PER ACRE O~CHILLEA MILLEFOLIA ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECDNSTRUCTION FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. E. 3 LBS. PER ACRE OF AU~SUM (CARPET OF SNOW) MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST f'IVE (5) 35. THE SOILS REPORT TITLED CARLSBAD FLORAL TRADE CENTER, DATED AUGUST 29, 2012, F. 1/2 LB. PER ACRE OF DIMORf;t!OLECA · WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE W.0.P-599712. AND THE GEOTECHNICAL UPDATE REPORT, DATED JUNE 17, 2015, G. ITEMS C,D,E, AND F OF THIS SUB~ECTION MAY BE OMITT~D ON LOCATIONS WHERE THE, CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE W.O. U-599712, PREPARED BY COAST GEOTECHNICAL CONSULTING ENGINEERS AND AREA BEING HYDROSEEDED IS NOT VTSIB.i,E FROM EITHl;,R--"A PUBLIC STREET OR PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO GEOLOGIST, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING RESIDENTIAL STRUCTURES. ........ / SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS H. ITEM A OF THIS SUBSECTION MUST BE INOCUIJITED WITH A NITROGEN FIXING BACTERIA . THE MEETING. CONTAINED IN SAID SOILS REPORT AND UPDATE REPORT. AND APPLIED DRY EITHER BY DRILLING OR J3R6ADCflSTING BEFORE HYDROSEEDING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE I. ALL SEED MATERIALS SHALL BE TRANSP,,ORTED TO TH"'"JOBSITE IN UNOPENED CONTAINERS BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) "DECLARATION OF RESPONSIBLE CHARGE" WITH THE CALIFORNIA DEPARTMENT ()F"FOOD AND AGRICOEC,\JRE CERTIFICATION TAG 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY ATTACHED TO, OR PRINTED ON ~AID CONTAINERS. ........ PACIFIC OCEAN AVE CITY OF ENCINITAS OWNER/APPLICANT CARLSBAD RANCH COMPANY, L.P. 5600 AVENIDA ENCINlfAS SUITE 100 CARLSBAD, CA 92008 TELEPHONE: (760) 930-9123 ACCESSOR'S PARCEL NU 211-023-11-00 N RCOS LEGAL DESCRIPT,10 LOT 3 OF CARLSBAIJ,,TRACT NO. 94-09, CARLSBAD RANCH UNIT 1, PER MAP NO. 1}J57, CITY OF CARLSBAD, COUNTY OF SAN DIEGO, · STATE OF ~.JliiRNIA. SO CE OF TOPOGRAPHY T GRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL ETHODS FROM INFORMATION GATHERED ON MAY 25, 2015, BY SPENCER B. GROSS, INC. -TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN 1ASSESSORS PARCEL NUMBER(S) 211-023-11 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: Nl ,993, E6,233. BENCHMARK THE BENCHMARK USED FOR THIS SURVEY IS THE CITY OF CARLSBAD BRASS CAP IN THE SOUTHWEST CORNER OF THE INTERSECT[ON OF AVENIDA ENCINAS AND CANNON ROAD, SET IN THE TOP OF A CURB INLET, STAMPED "CLSB-057 LS 6215", PER ROS 17271. ELEV. = 44.010' (NGVD 29) BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY ~XHE~~~:~o D~~~~~sj~t~ ~tfRci~EoJ~i1~~~Ro~f1G%0~~ ~~~ ;~~J:c~ot~CTDE;~::o I [~AVE J. NON-PHYfO-TOXIC WETTIN!yAGENTS MAY BE ADDED TO THE HY~SEED SLURRY AT THE UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFfER 2:00 P.M. WILL BE DISCRETION OF THE CONJRACTOR. ~ SCHEDULED FOR TWO FULL WORK DAYS LATER. SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS / , BASIS OF BEARING 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT 2. TYPE 1 MULCH APIJIED AT THE RATE OF NO LESS THAN 2000 LBS PER ACRE,.,___TYPE 6 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS MULCH (STRAW).,MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIE[J'-,IQBER COORDINATE SYSTEM (CCS 83) ZONE 6 (EPOCH 1991.35) AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. MATERIAL. WjlEN STRAW IS USED IT MUST BE_ ANCHORED TO THE SLOPE BY MECHANICALlY . WAS ESTABLISHED BETWEEN THE CITY OF CARLSBAD STATIONS SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. FIRM: FUSCOE ENGINEERING, INC. PUNCHltl,G"NO LESS THAN 50% OF THE STRAW INTO THE SOIL. "-...'-, 137 AND 057 AS SHOWN ON RECORD OF SURVEY NO. 17271. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY ,SUBMITTING A ADDRESS: 6390 GREENWICH DRIVE, SUITE 170 / --........ DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE CITY, STATE: SAN DIEGO, CALIFORNIA 92122 o,Ess; ~, ERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR t·~ 10'40'38" W DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF ( ) 9 1'1' o,v-1( PPLIED AT THE RATE OF 500 LBS. PER ACRE. . , WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION TELEPHONE: 858 554-l 50o _,§) ,,.'/-D. s.,, q, OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS f/;;' "'".'..-% S TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO_ HYDROSEEDING BY: · REFER:~NCE DRAWINGS - PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND a~a ::3 w :r: .fZ 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 481-84 CARLSB[),D FLORAL TRADE CENTER -/ . / /'f J' "' , ./"' A. TRACK WALKING SLOPES STEEPER THAN 6:1 285-2 CAR COUITTRY DRIVE IMPROVEMENTS APPROVED BY THE CITY ENGINEER AND OR CONCERNED AGENCY PRIOR TO EXCAVATION. BY: -~ DATE: · , ,. * c 75821/ 1* B. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. CT-87-03 CARLSBAD" ACT MAP IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE BRYAN O. SMITH 0' XP · <p 30-16 ,:,- CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN R.C.E. NO.: 75822 '1;, "CIVIL R-"°' C. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS A OR B ABOVE. SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A REGISTRATION EXPIRATION DATE: JUNE 30, 2016 / ,(' OF cN-"o 2. CONDITIONING THE SOILS so THAT IT IS SUITABLE FOR PLANTING BY: COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. TO EXCAVATION. SOILS ENGINEER'S CERTIFICATE B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN / TO PROVIDED VIABLE CONDITIONS FOR GROWTH. OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING WE, MARK BURWELL, A REGISTERED ENGINEERING GEO],OGIST AND VITHAYA SINGHANET, A PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. REGISTERED GEOTECHNICAL ENGINEER OF THE STATE;..,OF CALIFORNIA, PRINCIPALLY DOI.NG SHEET INDEX SHEET 1 -TITLE SHEET SHEET 2 -KEY MAP & NOTES SHEET 3 -SECTIONS SHEET 4 -GRADING PLAN SHEET 5 -GRADING PLAN SHEET 6 -GRADING PLAN Iv; . ~ r-ly j) ~~ ",.<)lV 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING BUSINESS IN THE FIELD OF APPLIED SOILS MECjANICS, HEREBY CERTIFY THAT A SAMPLING SHEET 7 -GRADING PLAN WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, ,,6 DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN DR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND/ ORDINANCES CITED ON THESE PLANS. / THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CUR ENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. PLANNING COMMISSION RESOLUTION NO. 7024 DATED DECEMBER 4,,.2013 . 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION_ (GREEN BOOK)._ 6. SOILS REPORT(S) AND RECOMMENDATIONS BY COAST GEOTECHNICAt!cONSULTING ENGINEERS AND GEOLOGIST, DATED AUGUST 29 2012, W.O. P-599712 & DATED JUNE 17.('2015 W.D. U-599712. 7: THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PE~IT..,.CUP 12-1 O/CDP 12..: 19 CONDITIONS DATED DECEMBER 4, 2013. / 9. ENVIRONMENTAL APPROVAL DOCUMENTS NEGt>TIVE DECLARATION DATED DECEMBER 4, 2013. 10. STORM WATER POLLUTION PREVENTIO~Pl'.AN (SWP 15-278) PREPARED BY FUSCOE ENGINEERING DATED JULY 7 2015 WDID NC O a;'0__13,CJ"l4S-7J 11. STORM WATER MANAGEMENT P1,,ANl5WMP 15-12) PREPARE=□-B-Y-FUSCOE ENGINEERING DATED JULY 2015. 12. CALIFORNIA STORM WATE~QtJALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION S'.;YBMP MANUAL. -E'C3END SAN DIEGO REGIONAL STD DWG (SDRSD•) CITY OF CARLSBAD STD DWG (COC) DESCRIPTION DWG. NO. PROPERTY LINE . LOT LINE . . .............. . CENTER LINE EASEMENT, PROPOSED CONTOURS. ,. ............ . EXISTING CONTOURS . DAYLIGHT LINE . MOD. 4" ROLLED. CURB-,-D'PE. B . , . SDRSD G-4A. 6" CURB & GUTTER,-TYPE .G. . . . SDRSD G-2 PROPOSED SCREEN .WALL. . . . PER BUILDING PERMIT PROPOSED RETAINING . WALL. . . . . ·,. EXISTING STORM DRAIN EXISTING SEWER PER SHEET 18 SYMBOL ---73 73 ·• SD .... •--ss•-- EXISTING WATER ...... ____ w __ QUANTITY 1020 LF 1080 LF · 435 LF 1110 LF STORM DRAIN .... PER SHEET 12,13 . =---=--SD--=--= 3120 LF SEWER · · · PER SEPARATE PERMIT . -~----_-;. --(l2" OR LARGER) WATER · · · · · · · · · , PER SEPARATE PERMIT , · · ~--w --- BROW DITCH-TYPE 8 . . ....... SDRSD D_:: 75 ...... · <= . ~ . <= PRECAST CATCH BASIN (COY.ER) ... DETAIL 0/15 .. •,. . . ~(GRATEJIDksoLID) SD CATCH BASIN-TYPE F SDRSO 0-7 STORM DRAIN CLEANOUT-TYPE A SDRSD 0-9 STORM DRAIN CURB INLET-TYPE .B. SDRSD D-2 STORM DRAIN CATCH BASIN TYPE .G-,-l SDRSD 0-8 HIGH RATE BIO FILTER. PER SHEET 16 AREA DRAIN. . .. DETAIL C/15 ·[Q]J l[QJ] Ell~ IIIIIDI Ill . -S0-0 STORM DRAIN BLDG POINT OF CONNECTION ........ , _ -so---@) SDRSD SC-01 STORM DRAIN CLEANOUT. FIRE HYDRANT . · · PER SEPARATE PERMIT LIGHT 'POLE CHECK DAM ASPHALT PAVING CONCRETE PAVING DECOMPOSED GRANffE (D_G) , BIORETENTION BASIN TRUNCATED DOMES CROSS GUTTER CONCRETE SPILLWAY SD HEADWALL & RIP RAP. PER BLDG PERMIT DETAIL G/15 .PER .SHT 17 .PER SHT 17 , ... PER ,SHT .17 . , ... DETAIL A/15 .. SDRSD G-30 ... SDRSD G-12 CDC DS-3 SDRSD 0-34 & 0-40 ··-SD--t> I • i:f' r,:r,,r, ? I I · · ' · · · I l{}:,•;:,\:,;:;,•:'.:;:,;:-:.11 r~·~·-·.·.~.·--·.·_1 -· . -. . " . . .p.:•7 12:( . :·. ; ) ~ 1940 LF 27 EA/lOEA 3 EA 6 EA 2 EA 2 EA 1 EA 67 EA 45 EA 32 EA 15 EA 130,155 SF 35,675 SF 70,153 SF 20,702 SF 1245 SF 2 EA 2 EA 6 EA/5 EA CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY AND STUDY OF THE SOIL CONDITIONS PREV~LENT WITHIN THIS SITE WAS MADE BY US OR THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS UNDER OUR DIRECTION BETWEEN THE D~TES OF AUGUST 9, 2012 AND JUNE 17, 2015. RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. TWO COPIES OF THE SOILS REPORT ,COMPILED FROM THIS ST OUR • E. HYOROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. SHEET 8 -GRADING PLAN SHEET 9 -GRADING PLAN ~'V ""-, FLOW DIRECTION AND SLOPE . ''-, ELEVATION , X% 29.00 FS / (29 00 ES) / 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INC_LUDING WARMING RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE INEER. UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, , / ~ 8 CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE / , , ~ ~ LIMITED TD THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU _SIGNED: -:211~ 4,.,, "-U ~ 2109 , y\~\ FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON _ • _ / , ,I 00 WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING i '-EG NO.: ;§.?109 ~ CERl ,HEO -L DEPARTMENT COUNTER.) * ENGINEERING * / 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY DATE: .,,-Lc,'2.-,-/..,,.,___________ _.. GEOLOGIST ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. / ~,:: 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL. ~E _ /tlCENSE EXPIRATION DATE: -~::.at.::L'-< DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE/ L RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR SIGNED: ~14a~9,o .. ..,·...,.~•100ew14-l..----~- ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. / , , 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO lJ.lEES ARE P.E. NO.: 782 TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. / 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN Tf:l&-"PONDING OF DATE: _L~~(,_ _________ _ WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCH~S HALL HAVE A MINIMUM ONE PERCENT SLOPE. LICENSE EXPIRATION DATE: -L.2=3L.=L.;!.. ____ _ 25. THESE PLANS ARE SUBJECT TO A ~IGNED AND APPROVE,D,-ET OF EROSJON CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANQ.,AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT IN~ECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH_,..6RADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BytEFf IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS DR OTHER DEBRt/SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY JNGiNEER. 27. ALL SLOPES SHALL BE IRIJ)GATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS Oy1HE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APP~\IED GRADING PLANS. . 28. LANDSCAPING SHAl,.i'."'BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF .,CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PRDJECTyelRAWING NO. ____ , AND/OR AS DIRECTED BY THE CITY ENGINEER OR /ING-DIRECTOR. OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-'ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) WILL BE RETAINED TO SUPERVISE IMPLEMENTAT N OF THE WPPP / I\CCORDANCE WITH THE CALIFORNIA CONSTRUC O ~ORDER N '.21NICI AL PER IT, LATEST VERSION. J '-//II /-/3 -2',0(_~~- ---CHRIST,OP;HE . CAL • PRESIDENT DATE CARLS!JAD RANCH COMPANY, LP POST-CONSTRUCTION BMP TABLE STQRMWATER REQUIREMENTS THAT APPLY: □STANDARD STORMWATER REQUIREMEl:,TS lK.)PRIORITY PROJECT REQUIREMENTS EXEMPT FROM HYDROMODIFICATION? □YES (SEE SWMP FOR DOCUMENTATION) ~ EXISTING ELEVATION , ~ TRASH ENCLOSURE SHEET 10 -GRADING DETAILS SHEET 11 -GRADING DETAILS SHEET 12 -STORM DRAIN PLAN TYPE DESCRIPTION BIORETENTION . I~ -.3 z.· HIGH RATE • ·, TC-3Z.· BIO-FILTER DIG ALERT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE ·rou DIG UNDEAGFIOUND 9ERYICE ALERT OF SOVTHERN CALFOFINIA SHEET 13 -STORM DRAIN PLAN [K]NO SHEET 14 -STORM DRAIN DATA TABLES SHEET 15 -DETAILS SHEET 16 -DETAILS ' ' MAINTENANCE MAINTENANCE SHEET 17 -PAVING SITE PLAN SHIP SHEET NO. SHEET 18 -RETAINING WALL DETAILS AGREEMENT FREQUENCY ' OWNER PRIVAT E CC&R,.,,.,p ,.., r 5-9 · -MONTHLY CC&R/e,,,p ,,,,.;, E Jr, 9 6 MONTHS I fl6A.E'C PRIVAT ' ' -. ,. ___ ..•• ,, ---------• • FUSCOE . -ta. ... ----. I N G I N I I I I N G 6390 Greenwich Drive, Suite 1 70 San Diego, California 92122 tel 858.554.1500 ° fax 858.597.0335 www.fuscoe.com ENGINEER OF WORK I ct/i'-/17 ~· \JR: IG:i-01 WifHC>.eAvJ t,.I o;J Al'e,~ ~ '/J;,, (NCOfJ SE' Cl Uliil',/ r/A L.:. G-f<iAD, ,-.& ' Wo/<. \'( ' J?h;cZ ,,- I-IT.lb " /1\ CoMi"LEf EO ~ ,oA "TD I.,) 11",tD/lAL,JA,._ DATE INITIAL ' BRYAN D. SMITH, RCE DATE REGISTRATION N0.75822, EXP. 06/30/2016 ENGINEER OF WORK REVISION DESCRIPTION "'-.., . . . . . . CDC GS.:'16 [TI ·3 EA *ALL SDR~D SHALL BE MODIFIED PER CITY OF ,, CARLSBAD ENGINEERING STANDARDS VOLUME "AS BUILT" 3, CHAPTER 2~~ "-j ' \ '...,,,, RCE EXP. DATE , .. ' ........ ,., ...... REVIEWED BY: '" . INSP._f:CTOR DATE ' I SH1ET I w CITY"QF _ CARLSBAD ENGINEERl~G DEPARTMENT 8 ' GRADING PLANS FOR: " ... ~. I ' ' CARLSBAD . FLORAL , TRAD.E CENTER (NORTH 40 URBAN FARM),, LOT 3 TRACT 94709, MAP 13357,, TITLE SHEET CUP 12-10/CDP 12-19 APPROVED: a _ -·; I . ' JASON S.'G~LDERT 'r(/IIY/1 05~ ~.A '.,/'f h 2. ·'I· toll. , ENGINEERINt MANAGER RCE 63912 EXPIRES 9/30/16 DATE-.. - I I OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL 1&-S< CHKD BY: MS 12-03 OTHER APPROVAL CITY APPROVAL f<YWD BY: l:)I: I'-488-2A I 1r i i 11 1) ,., ~ I 8 ' ,l ' :0 :0 : mo ~1 0 O !! ~ C jl m q n; ~ CJ) 51-<: n, 7J • ~1 p ;: ~ z "z ~ -: C l. ~ I ;;!lllo !! 93 ;'rl :ii OJ -r~~ "z z m I "' ~ □ D i § z (j) 2 C: s: OJ m D I [ I ; 11 r I: l 1) ~ I a □ ;RB ~ ~I □o !: ~6 :E u~w ll 7J • 2 '' . (j) "~t l! 2 2 ~: C 1!: S: I C: ii m~ s: ,., :om ~ OJ. "I~ tll ' 1· ~,: "z m z D rn I ~ ! I' I I! j' \ I ---- l • , 11 I '" )> ~ I a Cl " rtl~ I , ~, □o , !! ~c "i m8 ll, :U (/] ' ii ~ 2 Ql 1J • , ~l to (j) ;j ~ z a; zm 2 . ;; c~ .. • a ,---~i , ;! rn ' fj ~;R . : Ii~~ OJ . I ~ 1 -ruz m : z :,:i m '" I ~ I I I I ! i ' " I .. ---- . I ---, 02/8/6 I I \!; ~ I~~ ,□□ ~c _-~~ --w" M~ " . 0 ~· 1~~ -ti -,, ,: :c -mg co ' fi; ru z z m '" ~ _I ~ LU :::, ('.) :, LU z :::; LU 0 LU >' I aJ I 0 LU I= 0 ~ Q EROSION CONTROL NOTES IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHRISTOPHER C. CALKINS AT {760) 439-2802. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY I MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT' LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY' DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COVERED BY STATE SWPPP /WDID, IN ACCORDANCE WITH THE C.ONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALl1Y CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED. SITE CONDITIONS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE Cl1Y INSPECTQR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTICIPATED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE Cl1Y INSPE_CTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE Cl1Y INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEVELOPMENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE Cl1Y ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE Cl1Y ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHtRE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED ~RADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST ,DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILl1Y FORECAST EXCEEDS FOR1Y PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP 1YPE WITH 3/ 4 INCH MINIMUM AGGREGATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (907, COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZ~D BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. SPECIAL NOTES LOT4 MAP 13357 \ THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. 1. THE ENGINEER OF WORK SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL THE ENGINEER BE REQUIRED TO SUPERVISE CONDUCT OF THE WORK OF THE CONSTRUCTION PROCEDURES AND SAFE1Y PROCEDURES FOLLOWED BY THE CONTRACTOR OR SUBCONTRACTORS OR THEIR RESPECTIVE EMPLOYEES OR BY ANOTHER PERSON AT THE JOB 'SITE OTHER THAN THAT OF THE ENGINEER'S EMPLOYEES. 2. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILl1Y LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 3. ALL WALLS, SLABS, ASPHALT PAVING AND OTHER IMPROVEMENTS SHOWN AS TO BE REMOVED OR DEMOLISHED WITHIN THE LIMIT OF CONSTRUCTION WILL BE REMOVED AND DISPOSED OF AT AN APPROVED SITE. 4. THE CONTRACTOR WILL MAKE EXPLORATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF LOCATION OF EXISTING FACILITIE?, 5. WHERE NEW UNDERGROUND CONNECTS TO EXISTING WORK IT SHALL BE THE RESPONSIBILl1Y OF THE CONTRACTOR TO DETERMINE THE LOCATIONS AND ELEVATION OF EXISTING WORK PRIOR TO EXCAVATION FOR NEW WORK AND TO CONNECT THE NEW WORK THERETO. ALL POTENTIAL CONFLICTS SHALL BE BROUGHT TO THE FIELD ENGINEERS ATTENTION IN ADVANCE TO PREVENT DELAYS IN CONSTRUCTION SCHEDULE. 6. THE LOCATIONS OF ANY UNDERGROUND STRUCTURES AS SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UNDER-GROUND OR OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS. \ LOTS MAP 13078 I LOT6 MAP 13078 ---,------------------ , ... LOT6 MAP 13357 GENERAL NOTES 1. IMPORTANT NOTICE: SECTION 4216 OF TH_E GQVERNf,JENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDERGROUND SERVICE ALERT, TOLL FREE 1-800-422-4133, TWO DAYS BEFORE YOU DIG. 2. CONTRACTOR SHALL IMPLEMENT AN EROSION AND SEDIMENT CONTROL PROGRAM DURING THE PROJECT_ GRADI_NG AND/OR CONSTRUCTION ACTIVITIES. THE PROGRAM SHALL MEET ALL APPLICABLE REQUIREMENTS OF THE STATE WATER RESOURCE CONTROL BOARD AND THE Cl1Y OF SAN DIEGO MUNICIPAL CODE AND STORM WATER STANDARDS MANUAL. 3. "PUBLIC IMPROVEMENT SUBJECT TO DESUETUDE OR DAMAGE." IF REPAIR OR REPLACEMENT OF SUCH PUBLIC IMPROVEMENTS IS REQUIRED, THE OWNER SHALL •OBTAIN THE REQUIRED PER~ITS FOR WORK IN THE PUBLIC RIGHT-OF-WAY, SATISFACTORY TO THE PE~MIT-ISSUING AUTHORl1Y . \, \__ PROPER1Y BOUNDARY 1 ~-------------------------------~-------"' ........ \---¾-.... - 1 · 1-_-;r-4. ALL EXISTING AND/OR PROPOSED PUBLIC UTILl1Y SYSTEM AND SERVICE FACILITIES SHALL BE INSTALLED UNDERGROUND IN ACCORDANCE WITH SECTION 144.0240 OF THE MUNICIPAL CODE. I EXISTING EASEMENTS /'c\ EXISTING EASEMENT SLOPE MAINTENANCE AND \:3./ REPAIR PER INSTRUMENT NO, 88-677018 RECORDED 12/30/88 OF OFFICIAL RECORD ® ~XISTING EAS.EMENT_ SLOPE MAINTENANCE AND REPAIR PER INSTRUMENT N0.-88-678653 RECORDEO 12/30/88 OF OFFICIAL RECORD OPEN SPACE EASEMENT TO Cl1Y OF CARLSBAD (J) RECORDED 07/05/89, INSTRUMENT NO. 89-354161 OPEN SPACE EASEMENT TO Cl1Y OF CARLSBAD @ RECORDED 07/05/8_9, INSTRUMENT NO. 89-354161 OPEN SPACE EASEMENT & FLOWER FIELD @ DEED DEDICATION PER MAP NO. "13078 RECORDED 12/28/93 EXISTING DRAINAGE EASEMENT TO Cl1Y OF CARLSBAD @ RECORDED 03/04/93 PER INSTRUMENT NO 1993-0137581 OF OFFICIAL RECORD ,r,;;;\ SLOPE AND CONSTRUCTION EASEMENT FOR Cl1Y OF 'eY CARLSBAD RECORDED 06/14/95 PER FILE NO 1995-0254037 OF OFFICIAL RECORD EASEMENT FOR PUBLIC SIDEWALK FOR Cl1Y OF @ CARLSBAD RECORDED 06/14/95 PER INSTRUMENT 1995-0249020 OF OFFICIAL RECORD EASEMENT FOR PUBLIC UTILITIES FOR SAN DIEGO GAS @ AND ELECTRIC COMPANY RECORDED 08/31 /95 PER INSTRUMENT 1995-0386936 OF OFFICIAL RECORD PARCEL 4 PROPOSED 36' PRIVATE ACCESS RIGHTS PER CC&R'S OR COVENANT OF EASEMENT 5 6 1\ ---J \ l '- \ \ / ~~OPER1Y ,(. ~c---_j ___ _ I 12 I I I I I I I I I L ____ _ 7 I I I I I I I 5. THE AREA WHICH I_S DEFINED AS A NON GRADING AREA AND WHICH IS NOT TO BE DISTURBED SHALL BE STAKED I PRIOR TO START OF THE WORK. THE PERMIT APPLICANT AND ALL Of THEIR REPRESENTATIVES OR CONTRACTORS SHALL COMPLY WITH THE iQU •. I.REMENTS FOR PROTECTION OF THIS AREA AS REQUIRED BY ANY APP !'CABLE AGENCY. ENGINEER'S NOTICE TO CONTRACTOR: 1. THE EXISTENCE AND LOCATION OF ANY UN~ERGROUND UTILl1Y PIPES OR STRUCTURE_S SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILl1Y FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFE1Y OF ALL PERSONS AND PROPER1Y; THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE •LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTORS SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILl1Y, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILl1Y ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY PUBLIC AGENCY. 3. THE ESTIMATES OF EARTHWORK AND IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF SATISFYING Cl1Y PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL EARTHWORK AND IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S). -----~ -..:::,---------j___ U:A: ______ -------_ ___.,__,_ 4. THE TOPOGRAPHIC INFORMATION CONTAINED IN THESE PLANS WAS OBTAINED BY AERIAL AND/OR FIELD SURVEY DATA, AND _DISCREPANCIES BETWEEN PLAN ELEVATIONS AND ACTUAL ELEVATIONS ARE TO BE ANTICIPATED. THE CONTRACTOR SHALL REMAIN ALERT FOR AND PROMPTLY REPORT ANY AND ALL SUBSTANTIAL DISCREPANCIES (SUFFICIENT TO CAUSE A CHANGE IN THE PLANS AND/OR AN INCREASE IN COSTS) TO THE OWNER AND TO_ THE ENGINEER OF RECORD, AND SHALL NOT PROCEED WITH AN AFFECTED WORK AREA UNTIL DIRECTED TO DO SO BY AN APPROPRIATE OWNER REPRESENTATIVE. KEY MAP 1"=100' KEY MAP LEGEND SHEET NUMBERS SHEET LAYOUTS SECTION/SHEET NO. EASEMENT 'I-"' D. S~ t ,::.. z: m :::r: ~ C 75822 :,:, 11] --- SHT (J) FUSCOE G I N E E R I N G 6390 Greenwich Drive, Suite 1 70 San Diego, California 92122 EXP. 06~30-16 * C/V\\.. tel 858.554.1500 ° fax 858.597.0335 www:fuscoe.com ENGINEER OF WORK ~ l. l'I.U. BRYAN D. SMITH, RCE DATE REGISTRATION N0.75822, EXP. 06/30/2016 .........___ ABBREVIATIONS ADA BC CB CMP CMWD coc OMA EC EX FF FG FH FL FS GB GUE HOPE HRMF IE ORF PVC PVI RCP RIM R/W SDCO SOR SDRSD ss RIM TB TC TG TOB TP TS U.O.N. vc ws AMERICANS WITH DISABILITIES ACT BEGINNING OF CURVE CATCH BASIN CORRUGATED METAL PIPE CARLSBAD MUNICIPAL WATER DISTRICT Cl1Y OF CARLSBAD DRAINAGE MANAGEMENT AREA END OF CURVE EXISTING FINISH FLOOR ELEVATION FINISHED GRADE FIRE HYDRANT FLOW LINE FINISHED SURFACE GRADE BREAK GENERAL UTILl1Y EASEMENT HIGH DENSl1Y POLYETHYLENE HIGH RATE MEDIA FILTER INVERT ELEVATION ORFICE POLYVINYL CHLORIDE POINT OF VERTICAL INFLECTION REINFORCED CONCRETE PIPE RIM ELEVATION RIGHT-OF-WAY STORM DRAIN CLEAN OUT STANDARD DIMENSION RATION SAN DIEGO REGIONAL STANDARD DRAWING SANITARY SEWE~ RIM OF STRUCTURE TOP OF BERM TOP OF CURB TOP OF GRATE TOP OF BASIN TOP OF PIPE TOP OF SLOPE UNLESS OTHERWISE NOTED VERTICAL CURVE WATER SERVICE 5. QUANTITIY CALCULATIONS ARE BASED UPON AERIAL TOPOGRAPHY AND ESTIMATED SOILS INFORMATION, AND SHOULD BE CONSIDERED ONLY A ROUGH APPROXIMATION OF ACTUAL QUANTITIES. 6. CONTRACTOR, ASSUMES SOLE AND COMPLETE RESPONSIBILl1Y FOR THE PROTECTION AND PRESERVATION OF ALL SURVEY MONUMENTS, AND SHALL HAVE ANY DISTURBED OR COVERED MONUMENT RESET BY A QUALIFIED REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR AT THE DIRECTIOt-/"OF THE GOVERNING AGENCY. 7. DEMOLITION OF ALL LABELED ITEMS WILL INVOLVE REMOVAL OF ALL SUB SURFACE FOOTINGS AND SUBSTRUCTURES (IF APPLICABLE). 8. THE CONTRACTOR TO POTHOLE AND VERIFY THE LOCATION AND ELEVATIONS OF ALL EXISTING UTILITIES AND UTILl1Y CROSSINGS PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL CONTACT CIVIL ENGINEER IN THE EVENT OF ANY CONFLICTS PRIOR TO CONSTRUCTION. 9. THE CONTRACTOR MUST NOTIFY UNDERGROUND ALERT AT 1-800-422-4133 A MINIMUM OF TWO FULL WORKING DAYS PRIOR TO START OF DEMOLITION, GRADING, OR CONSTRUCTION OF ANY _KIND. THE USA TICKET NUMBER MUST BE AVAILABLE AT THE CONSTRUCTION SITE PRIOR TO START ANY WORK SHOWN ON THIS SET OF PLANS. 10. ALL STORM DRAIN CATCH BASINS AND CURB INLETS SHALL HAVE STENCILING OR MARKINGS WITH PROHIBITIVE LANGUAGE PER THE APPROVED SWMP FOR THE PROJECT. "AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE 1----+-~+--~--+--------+--+----,,-----+---t I SH2EET I CITY OF CARLSBAD ISHEEfsl8 ENGINEERING DEPARTMENT l__!_!!_j 1---+---+--,-----+----~-------,-t------ii-----t-----t------1 :::G=R=AD:;;:IN;;G'..'::::;P:;:LAN:::;;S::_:::::;F;;O::;R::::: ==========='--====: 1 DATE INITIAL ENGINEER OF w9RK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL Cl1Y APPROVAL APPROVED: ENGINEERIN OWN BY: CHKD BY: RVWD BY: CARLSBAD F~ORAL TRADE CENTER (NORTH 40 URBAN FARM) LOT . 3 TRACT 94-09, MAP 13357 KEY MAP & NOTES CUP 12-10 CDP 12-,19 , JASON S-. GELDERT z. · L{, Zolt RCE 63912 EXPIRES 9 30 16 DATE PROJECT NO, DRAWING NO. MS 12-03 488-2A II 1: I!< ~ I ~~ Cl ~ , mo ~□o -=1 Ej C ~m~ •" !iJ ~ 2 ~a• ~· Cl i1 '!1 ~ !l E~ 2 ., ~ C: ; {JJ a w, 1B 7] s: i OJ jT1 "" 01 ::s::: DJ r~z m z JJ m I '" ~ I I I I I 1: I I I'; I 8 tJ ~~~ i "o □C mCO ~. JJ al ""' 2 ,._ ~ . " ~ Cl .:~z ~-zm 2 o ca' :;i::, S: I C: ~'mo ~: JJ rfl s: 3; m • "fiCJls: CIJ JtRLz m ' z JJ m r '" ~ I! I! I I r 11 . I, I !; ~ I ~ tJ " '" JJ mo ~ ii!□□ " : El C ':!mC"J i· JJ al m ro iii-~ 2 .,.·: :g • Cl =:::1:1z §1z rn 2 'C:,; f;s:I C: ii!, IJJ 0 !!;~~ s: ,,. z m- r~~ DJ m z JJ m en ~ ..., w ::, (9 :;a w z ':; w 0 w . ~ 0 w 5 ..., a_ ------------------- ~-Li/ EXIST. STREET UGHT . 114' ~.L. VARIES ~ 51' 51'-63' w 0 VARIES (/) 1 o· 41' 41' 53' 1 o· I f- 7' . 5.5' ST.~___... EXI SIDEWA LK CURB EXIST. & GUTT ER 8' BIKE LANE VARIESI '-,10' 8' 8' EXIST.' PAVED BIKE MEDIAN LANE -I 5.5' ::, 0 (/) EXI RIGHT TURN LANE VARIES FROM O' TO 12' ST. SIDEWALK EXIST. CURB & GUTTER A TYPICAL SECTION -CANNON ROAD 3 NOT TO SCALE It / 10' 7' 5.5' IST._/ EX SIDEWALK EXIST 36' ' 26' EXIST. CURB & GUTTER ING STREET LIGHT VARIES 72'-92' ct VARIES 36'-56' VARIES 26' TO 46' EXIST. CUR~~ & GUTTER 10' I E XIST. SIDEWALK B TYPICAL SECTION -CAR COUNTRY DRIVE 3 NOT TO SCALE 14' 5' H 2:1 MAX *DG PATH ACCESS ROAD 'A'· NOT TO SCALE WOOD HEADER* DG PAVEMENT PER SHEET 17 DG PATH* . (j) ACCESS ROAD 'A' NOT TO SCALE 1' 36' PRIVATE A CESS EASEMENT 34' 17' -✓"'"-~~· 6" CURB & GUTTER PER SDRSD G-2 PAVEDISURFACE 1' 17' 2' SHOULDER 2% 2:1 MAX AC PAVEMENT PER SHEET 17 FROM STA 10+55 TO STA 13+97 STA 14+58.51 TO STA 17+60.00 STA 18+34.01 TO STA 21+15.00 STA 21+81.62 TO STA 25+67.11 36' PRIVATE A GESS EASEMENT 34' PAVED I SURFACE WATER 1· r QUALi 1-------,.1=;;7,~__c_:=c..:..:~.:=-~17~.---- AREA 7' 10' 2' SHOULDER 5' : Ji,. "' -BIORETENTION SWALE PER DETAIL F /15 2% AC PAVEMENT PER SHEET 17 FS 2:1 MAX BROW DITCH - TYPE B PER SDRSD D-75 2:1 MAX 2:1 MAX BROW DITCH TYPE B PER SDRSD 0-.75 2.5:1 MAX E 3 3' 34' PRIVATE A GESS EASEMENT I 32' PAVED SURFACE 16' 6" CURB & GUTTER PER SDRSD G-2 2% 16' AC PAVEMENT PER SHEET 17 1+--1 5' SHOULDER FINISH GRADE 3:1 MAX TYPICAL SECTION -ACCESS ROAD 'B' NOT TO SCALE BROW DITCH - TYPE B PER SDRSD D-75 FG PER PLAN WOOD HEADER* 19' *DG PARKING DG PAVEMENT PER SHEET 17 VALLEY GUTTER PER DETAIL E/15 3' 22.5' DRIVE AISLE 2% -» AC PAVEMENT PER WOOD SHEET 17 H&\OER* 8' 14' PLANTER DRIVE AISLE AREA* VARIES - AC PAVEMENT PER SHEET 17 H SECTION-NORTH OF BREWERY 3 NOT TO SCALE BREWERY 132:23 FF 6' 4' 6' VARIE 24' DRIVE AISL ct 3' ! PARKING** 13' PLANTER AREA* 12' HARDSCAPE* 2% MAX - 5' BREWERY 132.23 FF NOTE: fOR VEHICULAR AC/CONG PAVING & DG SEE SHEET 17. FOR PEDESTR.IAN HARDSCAPE, SEE LANDSCAPE ARCHITECT PLANS. * = IMPROVEMENTS PER LANDSCAPE ARCHITECT PLANS/SEPARATE PERMIT ~I I~ .... ~~,~: WOOD HEADER* DG PATH* WOOD DG PAVEMENT PER SHEET 17 WHEEL STOP* --- 2' 19' DG PARKING* 24' DRIVE AISLE ct I 5' 18' LOADING DOCK GUARD RAIL PCC PER "Jjj;j,.~,c~.~}~.~~•oei1'i:n·•:11a,;t• ;;ri°e~%§,~. :r:;, •'2• rn SHEET 17 .MODIFIED ROLLED CURB-TYPE B FROM 6" TQ 4" PER SDRSD G-2 AC/PCC PER SHEET 17 WOOD HEADER* 12' HARD- SC./IPE* FLORAL MARKET 127.20 FF RETAINING W WALL PER~ G) LOADING DOCK SECTION 3 . NOT TO S.CALE G 3 WHEEL STOP* WOOD HEADER* 19' DG PA~KING* DG PAVEMENT · PER SHEET 17 24' DRIVE AISLE ct I 19' DG PARKING* WOOD HEADER* AC PAVEMENT MODIFIED 4" PER SHEET 17 ROLLED CURB- TYPE B PER SDRSD G-2 SECTION-WEST OF FLORAL MARKET NOT TO SCALE ' VARIES 13' PLANTER AREA* HARD- SCAPE* WOOD HEADER* DG/AC PAVEMENT PER SHEET 17 ;.;r~"••·~ = . '"-. ' -~ -FUSCOE -11'-ofESS/Q,\( -, ..... -Q '1( -tf "'° o. S '1' -/;; .>.._ '?' 1;., 0, --Q:: ..-1 z I N G I N I I R I N • Sm :c ~ Cl C 75822 ::0 6390 Greenwich Drive, Suite 1 70 * EXP. 06-30-16 * \J'/' ~ San Diego, California 92122 '1;,-f: C /VIL f<..;:_;. tel 858.554.1500 ° fax 858.597.0335 OF c1-,u<0 www._fuscoe.com ENGINEER OF WORK . ;f[)s;(;:2 ' , /.l'f./1:, BRYAN D. SMITH, RCE DATE REGISTRATION N0.75822, EXP. 06/30/2016 RETAINING D~ WOOD WALL PER W . PATH HEADER* Q9 AC PAVEMENT PER SHEET 17 VALLEY GUTTER AC PAVEMENT PER SHEET 17 HEADER* DG PAVEMENT PER SHEET 17 PER DETAIL E/15 G) SECTION-EAST OF BREWERY 3 NOT TO SCALE 1 o' VARIES 8.5' 24' VARIES CART PLANTER DRIVE AISLE PLANTE AREA* AREA* ~ AREA* FLORAL I MARKET 127.20 FF 2% 2% --FREE \1,-11' STANDING T\'~:f,- WALL* WOOD WOOD HEADER* DG HEADER* PATH** AC PAVEMENT 6" CURB & PER SHEET 17 GUTTER PER SDRSD G-2 SECTION-EAST OF FLORAL MARKET NOT TO SCALE 8' 14' 24' 14' 8' PLANTER DRIVE AISLE PLANTER AREA* ~ AREA* I 3' ~ 1~ .~--n~n---DG DG PATH* PATH* WOOD WOOD HEADER* HEADER* AC PAVEMENT AC PAVEMENT PER SHEET 17 PER SHEET 17 VALLEY GUTTER PER DETAIL E/15 K SECTION-FLORAL MARKET MAIN ENTRY 3 NOT TO SCALE . . I . 11\ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL , "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH3ET I CITY OF CARLSBAD w ENGINEERING DEPARTMENT 8 GRADING PLANS FOR: CARLSBAD FLORAL TRADE CENTER (NORTH,40 URBAN FARM) LOT 3 TRACT 94-09, MAP. 13357 SECTIONS CUP 12-10/CDP 12-19 APPROVED: // VJ 1M JASON S. GElDERT 2·'1-io.tl. ENGINEERliq'G MANAGER RCE 63912 EXPIRES 9/30/16 DATE OWN BY: " ' I PROJECT NO. I DRAWING NO. -e5-J' CHKD BY: MS 12 03 RVWD BY: ~ER. 488 2A CJ D § • 2 (j) 2 C: s: ID m D I f l I !; ll ~~! CJ I ~ C: .~~ -rn en lfi :-< 2 ~-.1J. '" > (j) 1~z zm 2 ii! C ,S: i ,: I C: w □ ,.. ~ ;.H s: ;ii rn-I rn;: ID ru ~ m m D w I '::i ► I I I I I ----- I ,, I ~ I ~~ 0 D I □□ § CDr . ~~ -00 C " ~ 2 ;:i. (j) j•z ; 1'~ 2 li ,: I c:: m~ i.-~rn s: ffl;UI ;s;: Ill I ~z m z JJ m w I ~ I I I I :,c [L 0 w 0 I ~ w ~ (.) :,c ~ 0 w I= g [L z 0 I- <( => z -1-z 0 0 0::: 0 LL (0 o6 I.() 1- lli I Cl) w w Cl) \- ' ,- '~ "<-< .. :2,~. ~---'"2':"-.·," .--~-~-~-~ / I -~, 19 / 1 28.67TG. 125.41IE 1 • · 143 -- 20 10 0 20 40 80 ~I --'~,___~1~ __ 1-___,1 GRAPHIC SCALE IN FEET J / ' " fY-~•>•··••1, 0i½w .-w00 --~ --• • FUSCOE -~l'o,Ess10/V, -b .... -<) "'< -<fj) ~ D. s~ ~ -/j _,_,__~ / ~ -0: .-1 E N I I N I E R I N I c., ca X rt1 w f'1 a:: C 75822 AJ 6390 Greenwich Drive, Suite 1 70 * EXP. 06·30-16 * Son Diego, California 92122 J"~ ~ "I?; CIVIL 1<-"' tel 858.554.1500 ° fox 858.597.0335 ' "OF c~0,O www.fuscoe.com ENGINEER OF WORK ' P{Q::2 /./'f,JI, BRYAN D. SMITH, RCE DATE REGISTRATION N0.75822, EXP. 06/30/2016 ' 0 q 0 0 61 - g' 12' LANE ~EXIST. PAVED MEDIAN ' 4, ' - 50.57' 12' ' 8' LANE BIKE LANE (2.~) ' EXIST. 10 WIDE CROSS GUTTER DEMOLITION NOTES 0 CLEAR AND GRUB EXISTING VEGETATION <p REMOVE EXISTING FENCE 0 EXISTING CURB TO REMAIN 0 EXISTING FENCE TO REMAIN VARIES EXIST. GRADE -----<·, 2' SWALE •..,.~ STABALIZED DG PATH 5' 1.5% --~+-'----~ CONSTRUCTION NOTES G) 6" CURB & GUTTER-lYPE G PER SDRSD G-2 @ BROW DITCH-lYPE B PER SDRSD D-75 MODIFIED PER COC @ DG PATH PER LANDSCAPE ARCHITECT PLANS @) CATCH BASIN PER STORM DRAIN PLANS ON SHEET 12 AND 13 @) FENCE/ GATE PER LANDSCAPE ARCHITECT PLANS @) SLOPE ROUNDING BERM PER COC GS-14 WITH 1 FT MIN HEIGHT BERM @) HAR.DSCAPE PER LANDSCAPE ARCHITECT PLANS @ 1 O' BASIN MAINTENANCE ACCESS TO BE 6" CLASS 2 AGGREGATE BASE OVER 12" COMPACTED SUBGRADE NOTES: 1 . SEE SHEETS 12-13 FOR STORM DRAIN PLAN 2. SEE SHEET 17 FOR PAVING PLAN 3. SEWER AND WATER PER SEPARATE PERMIT 4. SEE SHEET 17 FOR STATIONING ALONG ACCESS ROAD 'A' AND ACCESS ROAD 'B' 2' VARIES 2' SWALE ( ACCESS ROAD 'A' 2.0% "'"is '):,\ ,..,. 6" CURB & GUTTER ,, N , SECTION -ADA PATH NOT TO SCALE 60.00' vc 19.39' PVI ELEV 129.27 ~ > <.) ~ -::J' . ~-a.. [Il " <D ~Q N <D ~ <D ~ <D ~ "' LL a, "'l a, <O a, 0 gi a, r<) :r: 0 c,; " <O "' gj " "' ,-.: <O a:i 0 00 r· a, N 0 "1 " + + + + c,; + er, + 0 0 N 0 N ';,' 21 0 N -N -.,, 6, --,__, -C,::,; ------ R/W 9.57' 30.25' ',, I 25.84' ' I - J2,0%) ' ' EXIST. DRIVEWAY --.. SECTION -CANNON ROAD EXISTING DRIVEWAY NOT TO SCALE I "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH~ET I LJTJ CITY OF CARLSBAD ' ENGINEERING DEPARTMENT 8 " GRADING PLANS FOR: CARLSBAD FLORAL TRADE CENTER ' (NORTH 40 URBAN FARM) LOT 3 TRACT 94-09, MAP 13357. GRADING PLAN CUP 12-10/CDP 12-19 ' APPROVED: OMM,,,,/ -Jt;/,%'" JASON S. GELDERT 2: If, 2.D.l' ' ENGINEERINO""MANAGER RCE 63912 'EXPIRES 9/30/16 DATE ',, /1\ DWN BY:: "' I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ~..,. REVISIONr DESCRIPTION OTHER APPROVAL RVWD BY: 1)€,Q., MS 12-03, 488-2A ENGINEER OF WORK CllY. APPROVAL ·'=~-·-.,.,." ~ c·~·,_.1 '", j ll I I 'I) /l l~i .. oo !!~c ~ □q f~ £1~0J Ill~• ;~;;; !iE~ !~::r: i:,:ffi □ -"el i m. rn ;;: f · ~z z 8l I ~ I I I 0 ll § 2 (j) 2 C: s ID m ll 0 ~ 2 (j) 2 C: s: L1J m JJ tJ ll § 2 (j) 2 C: s: ID m JJ w 0 I ~ w ~ (.) :e ~ 0 w i= s a. / I ---- --------- ) ; () 1 ' ',-"-' -- J SEE SHEET 6 FOR CONTINUATION 20 I y ' .50 \\A 15 / I I ' I I ~-~ =---= \ 1 --·C' 1 _,/.,,,,,/" /' _' I ofESS1a D. S C 75822 EXP. 06-30" r, CIVIL (' OF C~\J FUSCOE G I N I I R I N G 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.5_54.1500 ° fa_x 858.59?:0335 www.fuscae.com ENGINEER OF WORK ff¥_/ /./fib BRYAN D. SMITH, RCE DATE REGl$TRATION N0.75822, EXP. 06/30/2016 s01; ~I:, -------~"'"""r:.,S,-\ - z 0 ~ z 1-z \ 0 '\o l' n,, r' "u... _,, 0 1 Li: "'" 1-w w I U) w w U) I -----13~'---=~ 4 ----- ' ~1t--:· cf°' ~,;v I \• •~A~ -------------·· J'.\,~" I ---· CY? ,-1 '• A *> 1 \ " -------------------------- CONSTRUCTION NOTES "' ROLLED CURB & GUTTER 1YPE B \ \V PER SDRSD G-4A, MODIFIED TO 4" CURB HEIGHT (D VALLEY GUTTER PER DETAIL E/15 @ BIORETENTION BASIN PER DETAIL A/15 1w PERVIOUS PAVERS PER DETAIL M/16 AND ~ LANDSCAPE ARCHITECT PLANS f«'I BROW DITCH-1YPE B PER SDRSD D-75 MODIFIED ~ PER COC @ WOOD HEADER PER LANDSCAPE ARCHITECT PLANS r,c'1 CATCH BASIN PER STORM DRAIN PLANS ON ~ SHEET 12 AND 13 @ FENCE/ GATE PER LANDSCAPE ARCHITECT PLANS @ CURB RAMP PER DETAIL J/15 @ ROLLED CURB TRANSITION PER DETAIL K/15 1w SLOPE ROUNDING BERM PER COC GS-14 "3/ WITH 1 FT MIN HEIGHT BERM @ HARDSCAPE PER LANDSCAPE ARCHITECT PLANS @ WALL PER SHEETS 10, 11, AND 18 '°7'I RAMP & HANDRAIL. SEE LANDSCAPE ARCH PLANS 'e:/ PER SUPPLEMENTAL, HANDRAIL DETAILS M<I 1 O' BASIN MAINTENANCE ACCESS TO BE 6" 'e:/ CLASS 2 AGGREGATE BASE OVER 12" COMPACTED SUBGRADE M<I SPILLWAY PER COC STD DS-3 WITH MODIFIED 3' 'eJ WIDE BENCH @ 6" CURB PER SDRSD G-1 ~ 6" THICK LAYER OF 3" TO 6" ROUNDED WASHED I:,':,/ COBBLE @ CURB BACKING PER DETAIL L/15 NOTES: 1. SEE SHEETS 12-13 FOR STORM DRAIN PLAN 2. SEE SHEET 17 FOR PAVING PLAN 3. SEWER AND WATER PER SEPARATE PERMIT 4. SEE SHEET 17 FOR STATIONING ALONG ACCESS ROAD 'A' AND ACCESS ROAD 'B' DEMOLITION NOTES 0 CLEAR AND GRUB EXISTING VEGETATION <'.p REMOVE EXISTING FENCE 0 EXISTING FENCE TO REMAIN 0 REMOVE EXISTING DRAINAGE DITCH REQUIRED TREATMENT CONTROL BMP TABLE ITEM DESCRIPTION QUANTl1Y IMP-1 BIO-RETENTION 3,285 SF "AS BU IL T" RCE ___ _ EXP.---- REVIEWED BY: INSPECTOR DATE DATE l----t--t------------t--+----t--t------11 SHSEET I CITY OF CARLSBAD [sREffsl8 ENGINEERING DEPARTMENT l...!!!_J ~G::::R=A:::D:::IN:::G'..':::;P:::LA=N=S:::::;F:::0::::R::::: :::::::::::::::::::::::::==::::::::::::::::===='--'===~ CARLSBAD FLORAL TRADE CENTER (NORTH 40 URBAN FARM} LOT 3 TRACT 94-09, MAP 13357 GRADING PLAN CUP 12-10 CDP 12-19 APPROVED: JASON S. GELDERT Z•'f•Zoll:, ENGINE ERi 30 16 DATE 1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION INITIA~ OWN BY: I PROJECT NO. DRAWING NO. DATE DATE INITIAL CHKD BY: ~~ OTHER APPROVAL Cl1Y APPROVAL RVWD BY: 1:)1,1(.. MS 12-D3 ,488-2A I I 1: I I I , I I I l C I 2 Gl 2 C: s: DJ m :.c 0 I 2 Gl 2 C: s: DJ m :.c w 0 III _, w ~ () ~ i;; D w I= g a_ I I '/ J i ' w > ti:: 0 ->-0::: 1-z ::) 0 (..) 0::: <( D I I I I! '' '' ;! ' '' I, I I I ' I I I I I ' I ' / I ' 1\ ' ' ' i I I Ii I I I \ I I c() ::= ! i Ii ; • I I' I ii I I ' ! a \ ! i ' i I \ i ',, \ : I ' \ : 1 i I ! I ' ' : I I I a e J / / I I ' ' I ! ! ' ! r', ;~! ' -i r ' I I ' . T ' I I I I \ I I \ I \ ! \ \ \ I ' ' ! I ' ,_ I I I I I I I I i ! I ' I I ! I I I ' ' . \ ., ' ; ' i(:-=:_:_:~· r>• :,,{:\ ·/ = w-~,~~--N:!1[; >< = ' \ ,,J \ ' r i \ i: : : , i :¥1 i i ' i ' f 'f .. \ j . ' ' \ ' ---,------' ------------- II 1127'----~ ' / 126.51Fs" ~) 27.20FS -1 7.20F 6 1F , 126. 0 I I ',"' FS /' 126.89FS' -. • 127.03FS/ 127.20F I 12 r;/ 127. FS I \ \ l 127.20FF 127.20FF 127.16FS ! ····----- / 126.94TC1 :!;I I 126.54F]_ -------------------- •. , ,126.65 ;.: ~s -i:2~:72f's,· , .,., •a. ; ' ' m "' 1 MATCH LINE -SEE SHEET 7 FOR CONTINUATION GRAPHIC SCALE IN FEET FUSCOE G I N E E R I N G 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 ° fax 858.597.0335 www.fuscoe.com ENGINEER OF WORK err;r2 /./'f. fb BRYAN D. SMITH, RCE DATE REGISTRATION N0.75822, EXP. 06/30/2016 ---------------- ,.,. I I ' 16 / 11 / 133.86JL GB '-" \ D \ 3 -u, r ,U, "' 0 1-u- 1-u, ,l), 1-u- ' .,. C') "C I \' I I \ 11 -l), • \ ' ' ' ' ' \'is \ \. - \ ~-! ~~~ .-i_,_;(0 ,,./ ).<•<" ~--// . 2"-.,.-v;;...: ~z .. \;"¾I I I I ' do PJ T I I I \ i I i ' j I z 0 ~ ::) z 1-z 0 u 0::: 0 u. ""'" 1-w w I Cl) LU w Cl) CONSTRUCTION NOTES . r,,, ROLLED CURB & GUTTER 1YPE B l...'.J PER SDRSD G-4A, MODIFIED TO 4" CURB HEIGHT (D VALLEY GUTTER PER DETAIL E/15 @ 6" CURB & GUTTER-1YPE G PER SDRSD G-2 •- © VEGETATED SWALE PER DETAIL H/15 ® CROSS GUTTER PER SDRSD G-12 W/ SMOOTH TROWEL FLOW LINE (1YP) 7-1/2" _ Cz) BIORETENTION SWALE PER DETAIL F /15 @ CURB RAMP PER DETAIL I/ 15 r;;,,, PERVIOUS PAVERS PER DETAIL M/16 AND ~ LANDSCAPE ARCHITECT PLANS "" BROW DITCH-1YPE B PER SDRSD D-75 MODIFIED \!JI PER COC @ DG PATH PER LANDSCAPE ARCHITECT PLANS r;,\ PEDESTRIAN ACCESS PER LANDSCAPE ARCHITECT ~ PLANS @ WOOD HEADER PER LANDSCAPE ARCHITECT PLANS I@ CATCH BASIN PER STORM DRAIN PLANS ON ~ SHEET 12 AND 13 @ FENCE/ GATE PER LANDSCAPE ARCHITECT PLANS @ CURB RAMP PER DETAIL J/15 @) ROLLED CURB TRANSITION PER DETAIL K/15 @) HARDSCAPE PER LANDSCAPE ARCHITECT PLANS @ STEPS PER LANDSCAPE ARCHITECT PLANS · @ WALL PER SHEETS 10, 11, AND 18 r,;c;, RAMP & HANDRAIL. SEE LANDSCAPE ARCH "3 PER SUPPLEMENTAL HANDRAIL DETAILS @ CHECK DAM PER DETAILS F /15 AND G/15 ,,;:;, ROLLED 6" CURB & GUTTER 1YPE B ½!J PER SDRSD G-4A PLANS loo\ REMOVE AND REPLACE AS PROPERLY COMPACTED 'e3I FILL AS RECOMMENDED PER GEOTECHNICAL REPORT @ 6" CURB PER SDRSD G-1 Im\ 6" rHICK LAYER OF 3" TO 6" ROUNDED WASHED ~ COBBLE @) CURB BACKING PER DETAIL L/15 @ CURB & GUTTER TO ROLLED CURB TRANSITION PER SDRSD G-4B @ 5' TRANSITION FROM 6" CURB & GUTTER TO o" CURB NOTES, 1. SEE SHEETS 12-13 FOR STORM DRAIN PLAN 2. _ SEE SHEET 17 FOR PAVING PLAN 3. SEWER AND WATER PER SEPARATE PERMIT 4. SEE SHEET 17 FOR STATIONING ALONG ACCESS ROAD 'A' AND ACCESS ROAD 'B' REQUIRED TREATMENT CONTROL BMP TABLE ITEM DESCRIPTION QUANTl1Y IMP-3 BIO-RETENTIOI 1 293 SF "AS BU I LT" RCE __ _ EXP,. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1-------1---+----------'------jf-----l-~--l---'--+---I \ SH6EET I CITY OF C A~LSBAD [sREETS78 ENGINEERING DEPARTMENT LJJ!...._J ~G::;R;::A:;D=:IN=G',.:::P:=LAN=:S::::::::F::O::::R::: =:::::::::=::::::::::::::=:::===='-=:::=~ 1 . DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl1Y APPROVAL DWN BY: CHKD BY: RVWD BY: CARLSBAD FLORAL TRADE CENTER (NORTH 40 URBAN FARM) . LOT 3 TRACT 94-09, MAP 13357 RADING PLAN CUP 12-10 CDP 12-19 PROJECT NO. MS 12-03 DRAWING NO. 488-2A l c:, II § 2 C) 2 C: s: tlJ m :0 c:, $! ~ ffi 2 C: s: tlJ m :0 uj 2 E' w !;: 0 w 0 J: _, w f (..) ~ ?ii 0 w I= 0 _, (L I ' '0:: ' I ' ' ' :i I <( 0 ' i i I i i i / I " " " \I \ ! , I i ' ' I ' ' IJ I ' \ \ ' I I I I ; I I I i <h: ,... i ' ,--J I I I I I l I l ' I 1 I ' ' I l ' ! J I ' i I § l -! \ ! i 1 I \ l I / \ I ' lc+/i,1 \jl ~=--" ._•__:_•::;· , 'c. .i/·''.'f\·--' ·~ or.1i1 't'I_ ·.·.'. ~ ! ; H I .'II/.· .. ,&··.·'' ', u: ,•, "· .. 12 . FS, ' 1{26: ,. JS_:.- 1 6151 '.'i MATCH LINE -SEE SHEET 6 FOR CONTl~~ATION 27.20FF :) 127. OFF 1 6.36FS · •~· ": !f;,l,.~~=;;., ;,. 'I : p' 1,..--~=~ I / ' I . ) I I \ \ \ l I I I ! I I l . I I I \ I I I \ • 127.20FF 127.16FS / I I .6 ::: I ,SD I I l,27.20FS I w I \W \(J) • \ 1'27. OFS J ' I\ ' I 12i7.20FS \ "· ' ' t-_,---·- ' 127.20FS 127 20FS'Jss.DlD _....~- 127i.03FS ' / ., / . .. 127.07FS 127.20FS 127.07FS \126.89TC HP ·26.39FL \ \ / \ ~.DI )31-"B---( ,'('0 ;,26.97TG 1,27.03FS 1,27.20FS SEE SHEET 8 FOR CONTINUATION GRAPHIC SCALE IN FEET ~;~~~ ''\?\'' = '.' ,• ... - I' \' ' . I I -0, ~ n CONSTRUCTION NOTES r,'\ ROLLED CURB & GUTTER TYPE B I.V PER SDRSD G-4A, MODIFIED TO 4" CURB HEIGHT (I} VALLEY GUlTER PER DETAIL E/15 • ~12~; '(iJG 15 •,', \~t\ j\ ,.,-~-"',C-:cd'~ . ,!grt,· . :: %: :t gj '; :[•:11~~::·:{}11{:):. f I I I I T -0, G) 6" CURB & GUTTER-TYPE G PER SDRSD G-2 (D VEGETATED SWALE PER DETAIL H/15 4 \ ~Y12.716 FS I ', l I .. ~ tC'.27,~~FS . , ••. '.·,, ., Ir {ii'\\,''/,;~~- \ h-127,00FL, ·,,, •l'\V\~ < •. - '. I 127.14F 127.31FL 1 7.17FL // FUSCOE G I N E E R I N G 6390 Greenwich Drive, Suite 1 70 San Diego, California 92122 tel 858.554.1500 ° fax 858.597.0335 www.fuscoe.com ENGINEER OF WORK ~ BRYAN D. SMITH, RCE DATE REGISTRATION N0.75822, EXP. 06/30/2016 \~ -0, I 1), 11), 1), -0, 1), 1), 16 ~ ! -l,y \ :r,:i• 132.90 I P¥-•F¥1""1~. 131.77 L I I l ,n, \ I ' f I, ' tfl' '. ' 1r ' I 1l' • 1l' 'fl' 1l' I fr 1l' '1l' I 1r 1r I * 1r 1r 16 11'~, cll'ci134.5 FL D 3 HP ' ' I • I I I ' I I I J I • I I . . . I?. CROSS GUlTER PER SDRSD G-12 W / SMOOTH v!.J TROWEL FLOW LINE (TYP) 7-1 /2" (j) BIORETENTION SWALE PER DETAIL F /15 @ CURB RAMP PER DETAIL 1/15 r.<'I BROW DITCH-TYPE B PER SDRSD D-75 MODIFIED ~ PER COC @ DG PATH PER LANDSCAPE ARCHITECT PLANS @ WOOD HEADER PER LANDSCAPE ARCHITECT PLANS "2\ CATCH BASIN PER STORM DRAIN PLANS ON "-::!/ SHEET 12 AND 13 @) FENCE/ GATE PER LANDSCAPE ARCHITECT PLANS @) ROLLED CURB TRANSITION PER DETAIL K/15 @ HARDSCAPE PER LANDSCAPE ARCHITECT PLANS @ WALL PER SHEETS 10, 11, AND 18 @ CHECK DAM PER DETAILS F /15 AND G/15 ,.,;;,.. 6" THICK LAYER OF 3" TO 6" ROUNDED WASHED ~ COBBLE NOTES: 1. • .. SEE SHEETS 12-13 FOR STORM DRAIN PLAN 2, SEE SHEET 17 FOR PAVING PLAN · 3. SEWER AND WATER PER SEPARATE PERMIT 4. SEE iSHEET 17 FOR STATIONING ALONG ACCESS ROAD 'A' AND ACCESS ROAD 'B' :C-!-;' REQUIRED TREATMENl; CONTROL BMP TABLE ITEM DESCRIPTION QUANTITY IMP-3 BIO-RETENTION 1,293 SF IMP-4 BIO-RETENTION 1,105 SF "AS BU I LT" RCE __ _ EXP. ___ _ DATE "REVIEWED BY: INSPECTOR DATE '---+--+-----------r----t,-----t-"""'t""---11 SH7EET I CITY OF CARLSBAD [sREIB78 ,--ENGINEERING DEPARTMENT ~ 1----f--+----------------J,-----t---t---,-J---1 ~G;:;R:=AD:;I:;N~G..'::P:;L;::AN~S::F~O~R~: =:::::::::::::::::::::::::::::::::::::::::==~==~ APPROVED: DATE INITIAL ENGINEER OF WORK 1 REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: RVWD BY: CARLSBAD FLORAL TRADE CENTER (NORTH 40 URBAN FARM) LOT 3 TRACT 94-09, MAP 13357 GRADING PLAN CUP 12-10 CDP 12-19 JASON S. GELDERT MANAGER RCE 63912 EXPIRES 9 30 PROJECT NO. MS 12-03 16 DRAWING NO. 488-2A j w 0 I -' w ,§ u ~ ~ 0 w 5 -' CL l . I '{· >-0::: 1--z => 0 0 0::: .,:( 0 \ \ \ \ \ \ \ \ ' I ' \ \ I \ I I \ ' I i ' ' \: ' I ' I• ii c:. ' \j I I' ' i I \ . ii ' --' I Ii • I I 1\ I \ I : \ . ' ' , I n T - I I I_ ' I I I ' ' I ' I I I I I I ! ' -' ; ' -I I -, I I ' ' - ' i ; -1 I ' ' i / : I ' ; ! ' ' ' ' ! i I I I. I ' ' I I ' I -' i i I i i ' I i i i I i : I / ~ I i / I ! 1' ' ' ' ' ; ' I ' ' ' ' ' . i '. I : / ' ' I i ' , I I I ' ' I ' ! \ f l I <· ( \ 1 , I t1 20.24TW t '1-11,7 .00.:1- . t[ + I <-, I f -1c ; -+I <-; I : ~.' ' ti f\ 1 •"ff.;;t t l;'-f;\f ~=1=3:\:=: 1=#H-~'. • , I-f t: ' i I ·1 ; I I I ! I - i I i / I I ! I ' I ' ' ' ' ' ' ' ' ' I I ' N i ' I ' I t !t1 f f <· ( < ; 1: f < * f !1", f(- 1, ': I* f I ( ,, f l + 1* ' '<-fi <, /" < \, 1 7 .00 G < • < < , ,119.?5:TG _ -* < .. /. ' -r i' * ! ;-{ . t -(, f f , /\ I• , 15 ~/ \+ : ~ + f ,'/ \ f f f <;- It<·+++ t \<: t f <· <: 126.96TW f25.43f"S _3:1 1--l--t / •\BASIN IMP-2• ' A=174f7SF ' ; • ' i'f7 .POF~· • ' , ' -_ \ I I t 1t f ~ <:i *'. + * * ..,. ~_l, :/;· , ' *-• • <-'<t· t<:f ~<-_f;fff : 'f < t/ (-f i; * I I f I,, • • \ \ \ I I I F / i 3 ..- ' j ; \ / .20FF .20FS \ ' ' a : --------- SEE SHEET 7 FOR CONTINUATION I \ ,n '" ' I ! \ I \ ~J \' ... ,_ y I I k LJ ' □~ i •□ 11 : r@k~l1.,I -l127.20FS- / 127.03FS / 126.97TG 1 126.70TG 127.20FS I 127.20FF ' \ \ \ \ 1.0% \\; I I ' I I I 1.0% I -;::, I 11 I "\ SEE SHEET 9 FOR CONTINUATION 20 40 80 I 1------11 GRAPHIC SCALE IN FEET ------------------------------- •1 7.17FL CONSTRUCTION NOTES r., ROLLED CURB & GUTTER lYPE B \ _1.@ I \ I I I ) I ( ,,,;,, d/ ... ~., --,AfJk;"" ~ ----- 12 ! 28.2,1T · 127.38F ;1 128.?3 1 . FS M12"""',,___...I FS 28.35FS 1 •~l,S;(.f,"' _,-, __ 8.36FS 1 --'.:::::cc4:!"2""8"""'~ 128.47 --128:74 1 8.71 FS 127.73FL 128.56TG 129.16FG i /129.85FG I I [ ~ L 11 I I I I< I I I I I I 1' I I I I \! 130.39 G ' / I / I I ·-/ \ I / J JJ \ I I< I' I 1' ' ·' I \1 I ,1 I I I'\' I I f ,I), "J. ~/ 16 "'~ -l<t'/-+i/"J. \ I ,I), ,I), ,I), ,I), / I ' ' I it it 0 3 I I I / i ' I ' \ I ' ' i I ' I . \-'.J PER SDRSD G-4A, MODIFIED TO 4" CURB HEIGHT ( : \® VALLEY GUTTER PER DPAIL E/15 I I )(1) 6' CURB & GUTTER-T(PE G PER SDRSD G-2 (D VEGETATED SWALE PER DETAIL H/15 @ BIORETENTION BASIN PER DETAIL A/15 (j) BIORETENTION SWALE PER DETAIL F /15 @ CURB RAMP PER DETAIL 1/15 r,;,, BROW DITCH-lYPE B PER SDRSD D-75 MODIFIED \'JI PER COC @ DG PATH PER LANDSCAPE ARCHITECT PLANS @ WOOD HEADER PER LANDSCAPE ARCHITECT PLANS /,c\ CATCH BASIN PER STORM DRAIN PLANS ON \!:V SHEET 12 AND 13 @ FENCE/ GATE PER LANDSCAPE ARCHITECT PLANS I.;;-, SLOPE ROUNDING BERM PER COG GS-14 l.!.V WITH 1 FT MIN HEIGHT BERM @) HARDSCAPE PER LANDSCAPE ARCHITECT PLANS @ WALL PER SHEETS 10, 11, AND 18 @ CHECK DAM PER DETAILS F /15 AND G/15 Q. 1 O' BASIN MAINTENANCE ACCESS TO BE 6" 'el CLASS 2 AGGREGATE BASE OVER 12" COMPACTED SUBGRADE NOTES: 1. SEE SHEETS 12-13 FOR STORM DRAIN PLAN 2. SEE SHEET 17 FOR PAVING PLAN 3. SEWER AND WATER PER SEPARATE PERMIT 4. SEE SHEET 17 FOR STATIONING ALONG ACCESS ROAD 'A' AND ACCESS ROAD 'B' ' ~ 6" THICK LAYfR OF 3" TO 6" ROUNDED WASHED 1,!;;11 COSBlE @ CURB BACKING PER DE'TAIL L{'fS @ CURB & GUTTER TO ROLLED CUI\B 1RANSlflON f'tR SDRSD G-48 REQUIRED TREATMENT CONTROL BMP TABLE ITEM DESCRIPTION QUANTllY IMP-2 BIO-RETENTION 17,417 SF IMP 4 BIO-RETENTION 1,105 SF IMP-5 BIO-RETENTION 1,525 SF " A S B U I LT" RCE __ _ EXP ____ _ REVIEWED BY: DATE DATE FUSCOE G I N E E R I N G l---l--.\----------,,-----t-'----t-c---1----t----4 I SH8EE:T I CITY OF CARLSBAD ~8 ENGINEERING DEPARTMENT L..!_U 1---1---+-------------'---'-~-f----t---t----t---l ~G::;R=AD~l~N~G::::P~LAN~::;S:::_ F;;O~R~: =:::=======:::'...'.:===; 6390 (;reenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 ° fax 858.597.0335 www.fuscoe.com ENGINEER OF WORK CARLSBAD FLORAL TRADE CENTER (NORTH 40 URBAN FARM) LOT 3 TRACT 94-09; MAP 13357 GRADING. PLAN CUP 12-10 CDP 12-19 APPROVED: JASON S. GELDERT ~fu~~,..,...,--===--:-;:-::i!.· 'I-lo/I., ENGINEER! MANAGER RCE 63912 EXPIRES 9 30 16 DATE BRYAN D. SMITH, RCE / / b \l----1--+;,1-----------~--+--t----t---t----i ~D~W~N~B~Y~: ~~~~=~P~R~oJiE~CT~N~o.==fcD~RA~W~IN~G~No5l. -'-._/'/_.____ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: -8& MS 12_03 4B8-2A DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWD BY: l)C:,ll. REGISTRATION N0.75822, EXP. 06/30/2016 1 C i 2 Cl 2 C: s: tll m D )M D w 0 I _, w <( I 0 ~ ~ 0 ~ 0 _, ' [L I n I: ! I I . i I I I , I i ii '' '' ! I .J l 1 ! ' :1:::. ',---r---,---I I I 7 RIVEWAY P R 8 IMPROVEMENT', ,fLANS q I '' Hi :'I I ' 26.00' CD 01~ 0 [(' ~ 0, 0 0 0 ...= + 0 0 --~ 12' 1 o· 10' EXIST, LANE LANE STRIPED MEDIAN (2.0%) I I i ' ' \ • i \ i I ' I I : , l I, i I Ii, i I '\ ,, n 1: \ ' I \ i i , I :. ' ' ! ! \ i i I ' I I ' I i i i I 1 ; S ' I. l. i. '1, ', ' I , I ' I ' i ' \ 1 ' j • cf) t -.--' I I ' I R/W I' I , I ;i: ii : i, I ' I' I I ' i ' • \ I , .l : i 60,00' vc 4 ' (-! + f f\ { * 0 i* ' f '<: f/ t BASIN IMA-2 • A=i 7 ,41 ?SF • , 1~ 7..dofG ,~ ' , ' , t t +It 10.00· I PVI ELEV 104.37 I I to ~I > '-" ~-O,_ 0 0 ..J X 0 (J) 0 [(' 0 [(' 0 lLW 0 LL 0 " <D " "' ,.., "' ,.., "' "1 I «)" "' 0 0, "' N .,; 0 + ui + ~ + + .,; 0 0 !;jc 0 0 0 0 0 0 C::,; ---- --- 1 o' I I 2.0% I ------~ ' PROPOSED DRIVEWAY ' PER COC STD GS-20 SEE SHEET 8 FOR CONTINUATION ' ' I I I , : I I \ \ ~ ~ 11 ' ' ' I 2 , 0 G : I , I I \ I : ' ' I ! 126,50TG 1' HIGH BERM N 3:1 , I @Tu 1/j i I \ '"123l6otG I I I I :~, i I I : 1°: I ' I C0 Ul I I I I i I _J: I I : ;:!; I "-, -1 I ' ' I j ,,, UJ I ' ~ I I I I I I I I I I I I I ' I ' \ \ \ I I ' ' ' ! ~, I ' ' ' I ' ' ' 127.5FG ', : 'j: 12 .OOFL /,,:",1.q ~l I •"</iuil I 'i ~ \' ~ ---\ 1 128.60FG, { . '~ if' _J) "' N i". ,;:\ \ '-. \.,GI - ·, "' '--. v, )' ' 124,9FL',, -·c-,,·,-J--------:. ... 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' I I i ! ! f I ! 131.99FL 16 ' ' ./J ./J ./J ./J ./J " 1l' 1l' I * !/ ! ' ft, i ;\ 1l' I I I ! I 1l' 16 ft /4 ·/ I ~ 1l' ' 1l' 1l' 1l' I ' ' I ! i ' I I ! ' ! ! ! -0- ~ - i ' I I ' -0- -~ \ \ ' "' \ -0, 1 4,7EG 15 it 34l,70RIM -~131,58FL .! '0 - I " ., -. ' \ I SECTION -CAR COUNTRY ROAD PROPOSED DRIVEWAY 20 I 20 40 80 t----~1~~~~t-1 ----ii BR~ /./'f. //;, /1\ NOT TO SCALE GRAPHIC SCALE IN FEET DATE INITIAL DATE INITIAL DATE REVISION, DESCRIPTION OTHER APPROVAL REGISTRATION N0.75822, EXP, 06/30/2016 ENGINEER OF WORK / ! ._! D 3 1 I ' ' I \ \ ' \ I ' I I \ \ \ \ 1 1 I I ' I ! ! DATE / -' INITIAL CITY APPROVAL CONSTRUCTION, NOTES (}) 6" CURB & GUTTER'-TYPE G PER SDRSD G-2 @ BIORETENTION BASIN PER DETAIL A/ 15 (j) BIORETENTION SWALE PER DETAIL F /15 @ DRIVEWAY PER Coe DWG GS-20 PER SEP, PERMIT r,'.;\ BROW DITCH-TYPE B PER SDRSD D-75 MODIFIED ~ PER COC . r,c1 CATCH BASIN PER STORM DRAIN PLANS ON \!:JV SHEET 12 AND 13 . @) FENCE/ GATE PER LANDSCAPE ARCHITECT PLANS ,,;;,, SLOPE ROUNDING BERM PER COC GS-14 \'.V WITH 1 FT MIN HEIGHT BERM, . @ CHECK DAM PER DETAILS F /15 AND G/15 ~ SPILLWAY PER CDC STD DS-3 WITH MODIFIED 3' I& WIDE BENCH NOTES: 1. SEE SHEETS 12-13 FOR STORM DRAIN PLAN 2, SEE SHEET 17 FOR PAVING PLAN 3. SEWER AND WATER PER SEPARATE PERMIT 4, SEE SHEET 17 FOR STATIONING ALONG ACCESS ROAD 'A' AND ACCESS ROAD 'B' REQUIRED TREATMENT CONTROL BMP TABLE ITEM DESCRIPTION QUANTITY IMP 2 BIO RETENTIO• 17,417 SF IMP-5 BIO-RETENTION 1,525 SF TC-1 HIGH RATE 1 EA. MEDIA FILTER "AS BUil T" RCE EXP. DATE ' REVIEWED BY: INSPECTOR DATE m I sH9ET I CITY OF CARLSBAD . ENGINEERING DEPARTMENT 8 GRADING PLANS FOR: CARLSBAD FLORAL TRADE CENTER (NORTH 40 URBAN FARM) LOT 3 TRACT 94-09, MAP 13357 GRADING PLAN CUP 12-10.lCDP 12-19 JASON S, GELDERT APPROVED: / / 'f _J A / #JP I 2 I If• l.,o_ll, ENGINEERll>IG MANAGER RCE 63912 EXPIRES 9/30/16 DATE DWN BY: ~jC I PROJECT NO, I DRAWING NO, CHKD BY: t.lS 12-03 488--,2A RVWD BY: I ):fl ~ 0 IL >'-0 0 IL -0 0 d, -.. 6 z iS ;:; ~ z :"i g, ~ 0 9 cr, ;; ~ u w cl O'. g, ic w ~ CL -----~ IL ::'l <i <O -0 "' m --- ----··-----------------\--- 132.23FS 128.13FS 128.69FS . /l ~ 128.69FS 15.7' 129.00TW 128.508W /FG \ -----\ w p ·--· t, i\ ) w 0 > L [> v b 1.9% - 1.9% t, t>£, > w w L) > ~ Ll w 1'.,. I > ' ·, . 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'\ ; I 121.58 . TG 127.38TG 1,5% - -1.0% 127;95FS 127.91FS >11-,_..-_ -'I \ 1.5% '· · . -~--128.76TF .·· .. · 0 . 131.30TG 131.74-FS '' 127.99FS 128, ;i'ES .· .. ··• l3f . . ,;,: 127c53FS 127.49FS 127.38 131.23TC ·.· · ·. 130.73FS- . 131.14TC · . -130.63FS 131.33FS 127.47FS 27.14TG . FS. 127.30FS FS -·t1Jy, ...._ .. >o ' "' 1' 9 '.·'Jc:t,,., ,, ,_ & .. -~--, 12726FS ,. ~I 127:34FS II/ ' . ' ' - 127.17FS t1 0 I --~■--,,, ;::;;::;::y Jett:nt ---- "' . \" ' ... , ' • -FUSCOE -11'-orESS/Q,\/ -h .... -" '1( -<f,) ~ o. s q, -11 c,._'?' ~ 0-0Q:" .--1-Z.. E N G I N E E I I N G [;:]co x]=tj °' C 75822 '° 6390 Greenwich Drive, Suite 1 70 * EXP. 06-30-16 * San Diego, California 92122 u'/' ~ </;; CIVIL 0--',, I: OF cNJO tel 858.554.1500 ° fax 858.597.0335 www.fuscoe.com ENGINEER OF WORK GRADING DETAIL 10 1 "=.10' A J?[J;<Z /. f'f. lb BRYAN D. SMITH, RCE DATE REGISTRATION N0.75822, EXP. 06/30/2016 ' ' DATE INITIAL ' l~ 134.33TW 132.19BW/F 0.5% - 1 2.11 FS 134.33TW 0132.15Bl'I/FS 130.17TF ,, 131.68TG 131.73FS 31.7 134.33TW 133.67TW 132.848W FG X I -~,.I·•· .. • ::! I 133,67JW 131. OFS. (STEP I 133.00TW 132.18BW/FG 1 . ~1 BREWERY 132.23 FF 132.15FS 132.23FF 132.21 FS /1\ 132.05TG 132.12FS GRADING DETAIL 1 "=1 o· ,. DATE ·-. .,, , . . Ls% • INITIAL ENGINEER OF WORK -REVISION DESCRIPTION OTHER APPROVAL . ' DATE INITIAL CITY APPROVAL I I I (D ]> ~ ,JJ~ Cl :II mo § ·g □o ~o :n C i~ ffl~ ;~ ~ en 'I~ 2 ' ". !~ :i,, (j) ;1 ~z ;. -;,m 2 -t c~ ,E S: I C: :2 rn o ao m 7J s: if rn m ~~ OJ m z lJ m I m ~ I I I I I I I I) ~ I n Cl JJ ~ lJ ~l i:g EJ § o :Ile ;j □o I! ~ ciJ ,., CD ., < 2 A,l 1l • ~Pu 2 Ci) =• -; "z~ 2 ;; C :.. ~I C: :l tll 0 ii m7J s: ~i ~ rn n, Ul ~ DJ t~i m z l'J m m I ~ I I I: I: I I I I I) ~ .1.~ Cl I mo i' '.5 0 ~t oC i m~ -,j ll "' ro I'< 2 ' 7J • 'I ]> (j) ;i: ~z i' 2 m 2 ;;[ C :f ,.ii :s;;:I C: ,if ca D !! 9:l~ s: j[ Qi~ OJ I ~z m z l'J m I § ]> GRAPHIC SCALE IN FEET Ir I -"AS BUILT" I ' I RCE EXP, DATE . REVIEWED BY: I INSPECTOR DATE I CTr] CITY OF CARLSBAD w 0 ENGINEERING DEPARTMENT 8 I GRADING PLANS FOR: CARLSBAD FLORAL TRADE CENTER (NORTH 40 URBAN FARM) LOT 3 TRACT 94-09, MAP 13357 ~RADING DETAILS CUP .12-10/CDP 12-19 APPROVED: // ' ~). ~ JASO! S. GELDERT ro/,l,o/6 . ENGINEERlwr: MANAGER RCE 63912 EXPIRES 9/30/16 DATE OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: ~.St RVWD BY: 1~ioR MS 12-03 488-2A I, I) ~ l: ~i ..,a,, -□□ ~ C: ~ CJ 0 ~-II rd ,~ 0 " . i~z ~i"~ .... ~:1;:::r: ~ il'W0 00 ... : 93 rfl ;;;, rn. "':(J1~ [~z z 8l 0 iJ ~ CJ [L 5 ~ -0 0 d, -"' ,;; CJ z 0 <( ti'. 9 ·, lf) z ::i '!, -0 9 ~ -"' -~ w , 0 0: ~ "- w ~ "- ~ UJ ::, CJ ~ w z >-~ w 0 w >' (!J 0 ~ 0 ~ [L r V ,, \ "! :.:~:-~-:-:~::::.211-·''="=~if=:C-::m:v~_Y __ !1-_.·2.Bif_. -v·· \) \ V ) 129.94FS V FLUSH ~.4% c 'v -I ,,1 ,. \ ,. " \/ \' \J > V \/-,'> V \1 r-------------::----::---------8=3=-.o=-·--------(i-,=i-•• -1 _______ --J" □ ~J;\J \V)' V " J_ - \'t26.29FS .R.OADWAY d \ 1>, \ V \ .. \ ' C " , (i/ ~ l:23.qi,TF 122:2sTF'\1 • " ,, C l27.20FS 120.95TF· 12s.a9Bw Fs L· --------1' -_· -V 3.4% - 126.29TW b'25.30BW/FS ,. jg 126.29TW· 50' 1 4.7%. /'IN '>'I 'J -----. I t··, v~. 6BW 122.96FS' . 122.96BW s 122.9.6FS . 7 · 11 I' I I ' r:: ~: _:___;___ '7· 125.24FS \/ t>-t-' -v-· --~z:~tl"-"===--=~-. =-=· "'';':'~~~·-.,,,.,_.-.... _.-.;....~~ --, . '122.28TF ® GRADING DETAIL 111=10' 12672FS 126.98FS · V v 126.29TW .126.96FS PA'l'T \/ · ··.· ,,, ---,,, , U C O ,-·-... ,', c<, c·· ,---, ,'·, ,, . • C ' •~• -~• ,,, •~• '•/ ,, , @) 126.87FS .126.18TC I 126,0STO SD S'J D, 127,D3FS . 127.20FS ·. 2S.14TC 12~64FL 126.55FS SC □ \' ~t 112J.03FS 127.20FS · 126.54FS GRADING DETAIL 1 "=101 ' I f26.34TC. · 125}l4FL 126.48 TC/FS 10 5 0 10 20 30 ~I -~1--.. ~-1==~1~~1 GRAPHIC SCALE IN FEET 127.25FS •i27.25F 127.16FS . ,. , . 127.06FS ·~·· 127.17FS . 127:14FS ~_;.,_-~-• ""'"'· . .,h,. v""v•," ~'"7/ . . . · 121:ogf"s ---as ---- 126.BOTC ·· . 126.30FL 126.92FS 126.85FS 12i09FS as as f I I l I J 127.0QFS 126. 75 i;S/TCv - 126.88FS 126.88FS 126.97FS ":126.83f's V ,~, ·c-: V - ]27,06FS / ' [>V v 127.16FS 126.81FS 127.08~ 126.42FS V • v 126.47FS . 'V 1'26.75 FS TC 126.88FS 126.97FS 126.88TC 127.06FS 127.36FS 1 7.34FS . 127:0 PS· · 127.21 FS 126.69FS • 127.06FS 127.11FS 127.03FS ] □□ ' '~~ ="' =~ ~~ LJ=-. ___ ,,.._~-----,-Erf'.~0 ~ ·k--E·t~rnf---!-j___..LL-+----1.1e.--1-~-4~3-,t4J-, -. · .-T ,, 126. 73TG C o----so-- 127.03FS v, 127.20FS , ... -~ .... ,, "'fil ____ -----FUSCOE -""orEss1011< -. h .... -rv"> D '1< -,Ji "<-'0-· S,1,,-'1., -!;j .l-. / 9 E N G I N -0::: ..-\ -z E E I I N G S m ::r: g:i 0: C 75822 >J 6390 Greenwich Drive, Suite 1 70 * EXP. 06-30-16 * J"IA ~ San Diego, California 92122 -1?; CiV\l ·<;-"" 0 OF c~1f0 tel 858.554.1500 ° fax 858.597.0335 www.luscoe.com ENGINEER OF WORK ~-l./1./lo BRYAN D. SMITH, RCE DATE DATE INITIAL REGISTRATION. N0.75822, EXP. 06/30/2016 ENGINEER OF WORK /i\ ( 0 (/') 127.12FS 127.18FS 127.18FS 127.20FS GRADING DETAIL 1''=10' . DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL 127.1 FS l27.12F 127.20FS / ® c.n 127. OFS I "AS BUil T" •' RCE · EXP. DATE REVIEWED BY: INSPECTOR DATE CTr] CITY OF CARLSBAD ~ 1 ENGINEERING DEPARTMENT 8 GRADING PLANS FOR: CARLSBAD FLORAL TRADE CENTER ' (NORTH 40 URBAN FARM) LOT 3 TRACT 94-09, MAP 13357 GRA ING DETAILS CUP 12-10/CDP 12..:19 APPROVED:// I ~ JASON S. GELDERT • .I , . L..,':f_.~/6 ENGINEER.\!& MANAGER RCE 63912 EXPIRES 9 /30 / 1 6 DATE DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. CHKD BY: -Ba-<, CITY APPROVAL RVWD BY: Tl(, ,'I MS 12-03 488-2A I I I ~ I "i mo ~ ll □ ~□~ ii 93 "' 0 ., "' cl • !ll :t> ~I ~z i' z rn :f c~ :Jj", s:: ::r: j! rn o .. ! ~cl Ji-! oJ .rn nJ 01 _ I' rn ~ "z z m I rn c:i > I [ [i ' C I 2 Gl 2 C: s:: OJ m JJ C i 2 Gl 2 C: s:: OJ m JJ C JJ ~ 2 Gl 2 C: s: CD ~ ~ UJ :::, (!) :. UJ z >-~ UJ 0 w ~ 0 w t: 0 ~ CL I • \ i' / /, I I / I / / / I 1 MATCH LINE -SEE LEFT FOR CONTINUATION - I --I • • .119.921E/ •d TYPE A C.O. ' ~· .. J ·, . . rt1 124.03RIM i -. ·-\ ... ____ -! _.,,/1_~ ~-. . 120.27IE L_". p. -------" '.\ ------··-·---.. ii -. --------., ""-----~---···-. I, X •· v II X .. _ ~ .. X --~-"4,.,_ .. "-· -·. ·.· " ---'--'~"->~ -... I I ,2_ -I •• • 1 ( 0ft"'.:'.7",1:fJU"tt 'fiiN 1CU:0!'· -~ ----FUSCOE -?l'-oFESS/ol\c -h .... -'0 '1, --;j ~ D. S4,-q, ;.:.::. -.l...~ / 0, E N G I N E E R I N G !!JQ:-_,.--\~ Sen ::cf"Tl "' C 75822 ;u 6390 Greenwich Drive, Suite 170 * EXP. 06-30-16 * San Diego, California 92122 <l' "' '1-'(' CIVIL g_.."i--tel 858.554.1500 ° fax 858.597.0335 OF C1'D'O www.fuscoe.com ENGINEER OF WORK 30 15 0 30 60 90 I ~ l_==-1--1 ~-GRAPHIC SCALE IN FEET &«2 1.11.1, .ffi DATE INITIAL BRYAN D. SMITH, RCE DATE ENGINEER OF WORK REGISTRATION N0.75822, EXP. 06/30/2016 : .... •-11 ... . X I I I -· -1 . -',-•,-'-,-c'c-:.,.;-_~ REVISION DESCRIPTION . DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL STORM DRAIN CONSTRUCTION NOTES @) PRECAST CONCRETE CATCH BASIN PER DETAIL D/15 @) BIORETENTION BASIN PER DETAIL A/15 @) BIORETENTION SWALE PER DETAIL F /15 @ CURB INLET-TYPE B PER SDRSD 0-2 MODIFIED PER COC , @ WING HEADWALL PER SDRSD D-34 @) RIP RAP PER SDRSD D-40 @) TIE INTO EXISTING STORM DRAIN CATCH BASIN @) TRENCH DRAIN PER DETAIL L/16 @) STORM DRAIN CLEAN OUT PER SDRSD SC-01 @) 4" PERFORATED PVC SUBDRAIN @ STORM DRAIN CATCH BASIN -TYPE F PER SDRSD D-7 @) CATCH BASIN PER DETAIL B/15 @) CONNECT TO EXISTING STORM DRAIN @ CURB OUTLET PER PUBLIC IMPROVEMENT PLANS (@ HEADWALL TYPE-B PER SDRSD D-32 r;;c:, BIO-CLEAN MODULAR WETLAND, MWS-L-4-4-C PER ~ DETAIL 0/16 r;;c:, TRANSITION BROW DITCH TO MATCH FLOW Lll':IE AND ~ WIDTH OF TYPE F INLET OVER 5 FT LENGTH NOTES: 1. ALL STORM DRAIN TO HAVE WATER TIGHT JOINTS. 2. ALL AREA DRAIN LINES 6" & SMALLER TO BE PVC SDR-35 OR APPROVED EQUAL. STORM DRAIN DEMOLITION NOTES 0 EXISTING STORM DRAIN TO BE REMOVED <'.p EXISTING HEADWALL TO BE REMOVED "AS BUil T" RCE EXP. REVIEWED lj'(: . INSPECTOR [jTI CITY OF CARLSBAD ENGINEERING D.EPARTMENT 2 GRADING PLANS FOR: CARLSBAD FLORAL TRADE CENT~R (NORTH 40 URBAN FARM) LOT 3 TRACT 94-09, MAP 13357 DATE DATE ~ 8 STORM DRAIN PLAN CUP 12-10/CDP 12-19 APPROVED: /L, / ' • I A JASON S. GELDERT L.·'-1· 2.olb ,. _l,~A/\ , ENGINEERIM MANAGER RCE 63912 EXPIRES 9/30/16 DATE DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: -es,_s,. 12-03 488-2A MS RVWD BY: vif u. I r I I \!; ~ l:JJ~ mo ~□o ~E]c m C1 iii! JJ ai " ~ ma• I 5jz i"m =E~ li ~:,: 1,;liffi □ ffl :tJ rt! m• rn fl irj~ . z z ITT I m 0 ;J I I I I I I I I \!; ~ I'. JJ~ mo ~ □o ;:ii eJ C ~mQ a-i~m " . " > 1~z "~ ~ ;! ~ T ilm □ ~ ;\! m• ~ 01 Ji~~ ' z . 7 I I I I I I I l l m m ~ CJ JJ § 2 Gl 2 C: s: [lJ m JJ CJ i -2 Gl 2 C: s: [lJ m :JJ w :a, I J w ::, C9 :a, w z >-J w 0 w ~ 0 w 5 J (L STORM DRAIN CONSTRUCTION NOTES @) PRECAST CONCRETE CATCH BASIN PER DETAIL D/15 @) BIORETENTION BASIN PER DETAIL A/15 @) BIORETENTION SWALE PER DETAIL F /15 @ CU.RB INLET-TYPE B PER SDRSD 0-2 MODIFIED PER COC @ WING HEADWALL PER SDRSD D-34 @) RIP RAP PER SDRSD 0-40 @) TIE INTO ,EXISTING STORM DRAIN CATCH BASIN (@ TRENCH DRAIN PER DETAIL L/16 @) STORM DRAIN CLEANOUT PER SDRSD SC-01 @) 4" PERFORATED PVC SUBDRAIN Ion\ STORM DRAIN CATCH BASIN -TYPE F I!!';/ PER SDRSD D-7 @ CATCH BASIN PER DETAIL B/15 @) CONNECT TO EXISTING STORM DRAIN @) HEADWALL TYPE-B PER SDRSD D-32 r2, BIO-CLEAN MODULAR WETLAND, MWS-L-4-4-C PER ~ DETAIL 0/16 GI TRANSITION BROW DITCH TO MATCH FLOW LINE AND l!:'V WIDTH OF TYPE F INLET OVER 5 FT LENGTH NOTES: 1. ALL STORM DRAIN TO HAVE WATER TIGHT JOINTS. 2. ALL AREA DRAIN LINES 6" & SMALLER TO BE PVC SDR-35 OR APPROVED EQUAL. ---------- GRAPHIC SCALE IN FEET ...• ,, kit.am• it£t. J ---.• -FUSCOE -,,1<0VEss1o,v. -h .... -<::, '1< -;f '?-~ D S4--q, -I;; ~ / ~ I N G I N I E R I N G -Cle --' Clea :r:fTl w r>7 °' C 75822 ;,, 6390 Greenwich Drive, Suite 1 70 * EXP. 06-30-16 * San Diego, California 92122 0'_,>, ~ "I;-, C JV\l ,,.-<' tel 858.554.1500 ° fax 858.597.0335 . c OF c/>-0,o www.fuscoe.com ENGINEER OF WORK BJ);:C7 /. ff. /b /l\ DATE INITIAL DATE INITIAL BRYAN D. SMITH, RCE DATE REVISION DESCRIPTION REGISTRATION N0.75822, EXP. 06/30/2016 ENGINEER OF WORK OTHER APPROVAL -I I "AS BUil T" ' RCE EXP. DATE REVIEWED BY: INSPECTOR DATE ~ LIT] CITY OF CARLSBAD 3 ENGINEERING DEPARTMENT 8 ,. GRADING PLANS FOR: CARLSBAD FLORAL TR/\DE CENTER (NORTH 40 URBAN FARM) LOT 3 TRACT 94-09, MAP 13357 STORM DRAIN PLAN CUP 12-10/CDP 12-19 APPROVED: IL ') JASON S. GELDERT • '/ z, 1/• UJ/6_ ENGINEERJ.t!I,[ MANAGER RCE 63912 EXPIRES 9/30/16 DATE OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL. CHKD BY: =:M RVWD BY: € MS 12-03 488-2A CITY APPROVAL m " 2l I 0 ] mo ~□□ --E5 E5 i! ~ ~ ,.; [O (/J Wi ~ • Sj;lJ> ;1 ~ z ,., z ~ ,,,1 C ii~--- ;1 m i5 ;;) m ;:H ,.,, J'J ~i si · ,~~ iii I I I I I I I I w £1 )> 12 ~ I~~ ,,,□ oC /E~ . i:~ ~ . ~-l> .,,'.:!lz !~~ i,~I ... ·ITT □ !,~" 3f_CJJ. -, r~i z rn w ~ ' I ..Ji. (..) 0 -ti ~ 00 C :0 i 2 Cl 2 C: s: tJ'J m :0 C JJ § 2 G) 2 C: $ tJ'J m JJ I JJ i 0 ci U/ a: ~ w ::, (') 2 w z ::; w 0 w ~ 0 w ~ ~ C. LINE/CURVE # LENGTH DIRECTION/DELTA RADIUS REMARKS ~L: 15.50 SOB' 46' 10.35"E 15" HOPE @ 11.0% : 2-1 93.13 S51" 24' 28.01 "E 15" HOPE@ 0.9% -----~ 31.43 S12' 57' 12.91"E 18" HOPE @ 2.5% f_~l~J 84.44 S33" 18' 42.70"E 12" HOPE @ 15.0% i 5_1 71.03 N09" 02· 38.15"W 12" HOPE @ 17.7% i-6] 40.29 N35' 57' 48.82"E 12" HOPE@ 1.0% '._Z __ J 117.85 S35' 57' 48.82''W 12" HOPE@ 1.0% :_ 8_ _I 30.68 S35° 58' 33.09"W 12" HOPE @ 1.0% [$[] 31.08 S40' 46' 04.59''W 12" HOPE@ 1.0% ,101 54.42 N49' 20' 01.98"W 8" PVC @ 3.1 % rrn 56.04 S53' 34' 03.48"E 8" PVC @ 2.8% [f2] 45.48 S49' 20' 01.98"E 8" PVC @ 2.8% r-r.37 40.98 S49' 20' 01.05"E 8" PVC @ 2.0% ~1'li 39.16 S49' 20' 01.98"E . 8" PVC @ 2.0% ' rs: -... , J 72.42 S40' 39' 58.02"W 12" HOPE@ 2.0% J_§J 25.78 S22' 29' ? 1.82"E 12" HOPE@ 2.0% :Jr: 52.43 S67' 30' 38.18"W 12" HOPE @ 2.0% [Ilfl 89.10 S67' 30' 38.18"W 12" HOPE@ 0.5% 191 285.65 S24' 52' 56.96"E 18" HOPE @ 0.5% L2QJ 166.98 S22' 28' 51.82"E 18" HOPE @ 0.5% ~ 43.53 S45' 44' 35.94"E 18" HOPE @ 0.7% r2.2:·i 60.31 N67' 31' 08.18"E 8" PVC @ 5.4% ;2.3_1 49.27 N67' 31' 08.18"E I 800 PVC @ 2.0% ~Z.4! 36.09 S67' 31' 08.18"W 6" PVC @ 1.0% 25.J 25.59 N67' 39' 11.53''.E 18" HOPE @ 0.9% LINE/CURVE # LENGTH DIRECTION/DELTA RADIUS REMARKS H38: 12.14 s22· 28' 51.82"E 6" PVC @ 2,0% M 39: 24.62 N67' 31' 08.18"E 6" PVC @ 2.0% IL4P 24.66 S22' 28' 51.82"E 6" PVC @ 2.0% Llil 16.95 s22· 28' 51.82"E 6" PVC @ 2.0% t'l:2! 36.78 S22' 28' 51.82"E 6" PVC @ 2.0% [14;1 13.60 S67' 31' 08.18"W 6" PVC @ 1.0% [44] 79.05 S22' 28' 51.82"E 6" PVC @ 1.0% 01$] 14.40 N67' 31' 08.18"E 6" PVC @ 7.1% [146 23.80 S22' 28' 51.82"E 6" PVC @ 2.0% [37 19.61 N67' 31' 08.18"E 6" PVC @ 2.0% [48 39.26 s22· 20' 48.4 7"E 6" PVC @ 10.0% !{9: 17.31 s22· 28' 51.82"E 6" PVC @ 1.7% [_5lj 38.18 s22· 23' 32.77"E 6" PVC @ 1.5% 1151' 25.14 S53' 22' 53.84"E ·:f 6" PVC@ 18.1% i!2_2: 26.88 S22' 20' 48.47"E 6" PVC @ 2.6% [.':i;l: 13.58 S67' 39' 11.53"W 6" PVC @ 25.9% ~ 24.45 s22· 28' 51.82"E 6" PVC @ 1.0% [55 30.00 N22' 28' 51.82"W 8" HOPE @ 2.0% I-l! _c __ 16.01 002°24°05" 382.000 18" HOPE @ 0.5% [l;'.2] 13.81 017'34'59" 45.000 18" HOPE @ 0.7% --------- LINE/CURVE # LENGTH DIRECTION/DELTA RADIUS REMARKS LINE/CURVE # LENGTH 126] 8.14 S63' 19' 34.83"E 18" HOPE @ 0.7% L51] 26.44 [21] 17.13 S45' 59' 19.22"W 24" HOPE @ 0.7% [52.] 36.37 125: 124.05 S67' 39' 11.53"W 18" HOPE @ 0.9% l53] 84.54 C2-[l 81.55 s22· 28' 51.82"E 18" HOPE @ 1.0% i.511 65.34 ,-30° 16.71 S22' 28' 51.82"E 18" HOPE @ 1.0% i-5·5] 10.34 [-3]] 64.31 s10· 43' 03.43"E 18" HOPE @ 1.0% [®] 8.69 [32: 30.18 s22· 28' 51.82"E 18" HOPE @ 0.9% Ifill 5.09 '3.31 69.37 S22' 28' 51.82"E 18" HOPE @ 1.0% l58J 9.19 _3fi 74.03 s22· 28' 51.82"E 18" HOPE @ 0.7% Lli:!i"l 4.50 :35: 104.31 S31' 46' 48.43"E 12" HOPE @ 0.7% 16Qj 5.40 ,JEJ 43.25 S22' 44' 53.68"W 12" HOPE @ 0.7% LiHJ 5.40 I 37._] 72.73 S69' 16' 28.94"W 12" HOPE @ 0.7% 1621 36.53 -r,rg-1 l__ --42.72 N53' 50' 25.07"E 12" HOPE @ 3.8% r63] 84.10 :}9-: 27.01 S67' 31' 08.18"W 12" HOPE @ 1.8% L!i4J 25.46 [!QJ 106.42 S67' 31' 03.77"W 12" HOPE @ 2.0% [6)5] 62.76 31• 57.98 S67' 31' 03.77"W 12" HOPE @ 2.4% ~] 52.05 [!~~! 39.40 N18' 38' 17.21"W 8" PVC @ 2.3% 167I 105.49 !J_~~j 55.49 N83' 44' 27.61 "E 12" HOPE @ 5.6% lell"J 23.50 [41J 48.74 N67' 31' 08.18"E 12" HOPE @ 7.5% [69_] 52.15 ~s-1 90.76 N67° 25' 50.77"E 18" HOPE @ 13.1% IZQJ 61.36 ;-,rn, 123.03 N1 o· 20' 37.89"E 12" HOPE @ 2.0% cm 21.31 !471 240.18 N67' 39' 11.53"E 12" HOPE @ 2.0% 1727 34.53 :~4·_~J 48.25 N67' 39' 11.53"E 12" HOPE @ 3.0% iJ3] 30.47 [Jjt,j 44.14 N23° 48' 46.28"W 8" PVC @ 2.5% l?..1] 15.04 fSil:1 23.67 N22' 37' 07.15"W 8" PVC @ 6.1% [JQ] 26.46 60 I GRAPHIC SCALE IN FEET . . DIRECTION/DELTA RADIUS REMARKS LINE/CURVE # LENGTH DIRECTION/DELTA RADIUS N67' 30' 56.18"E 12" HOPE @ 1.6% [Zfil 56.74 S40' 39' 58.02''W N67' 30' 56.18"[ 12" HOPE @ 1.1% cm 32.92 S33' 05' 53.69''W S81' 16' 05.64"E 8" PVC @ 0.5% LZ8J 47.48 N46' 00' 49.95"W N67' 30' 56.18"E 12" HOPE @ 0.7% lI9-I 48.50 S40' 39' 58.04''W N09' 02' 11.18"W 8" PVC @ 26.7% l8ill 15.00 S49' 20' 01.98"E N04' 13' 55.41 "W 12" HOPE @ 1.1% fBII 17.10 S69' 58' 22.88"E S65' 06' 57.38"W 18" HOPE @ 1.0% !82] 17.00 S49' 20' 01.98"E s20· or 03.04"W 18" HOPE @ 0.9% [831 19.03 S49' 20' 01.98"E N67' 31' 08.18"E 8" PVC @ 1.0% i(lAJ 46.00 S49' 20' 01.98"E S67' 31' 08.18"W 8" PVC @ 1.1% [[L] 85.08 N22' 28' 51.82"W N67' 32' 56.36"E 8" PVC@ 1.1% ,--1 ,BB. 130.50 S22' 28' 51.82"E S22' 28' 51.82"E 18" HOPE @ 0.5% l8ill 187.83 s22· 28' 51.82"E N22' 28' 51.82"W 18" HOPE @ 1.0% W_tl] 11.29 N67' 31' 08.18"E N22' 28' 51.82"W 18" HOPE @ 0.7% ,9:s:J 25.86 . S28' 30' 02.03"E S49' 20' 01.98"E 6" PVC @ 2.0% rn,BJ 33.70 S28' 27' 18.69"E S49' 20' 01.98"E 6" PVC @ 2.0% m~J 11.03 S67' 31' 08.18"W S49' 24' 29.47"E 6" PVC @ 2.5% [Q_Q] 53.91 s22· 28' 51.82"E S40' 39' 58.02"W 6" PVC @ 8.9% [11511 15.62 S67' 31' 08.18"W S49' 20' 01.98"E 6" PVC @ 2.8% ,-, 02. 9.60 S86' 53' 49.24''W S49' 20' 01.98"E 6" PVC @ 2.8% fiQ;i] 18.72 S22' 28' 51.82"E S40' 39' 58.02"W 6" PVC @ 8.3% i[Q1j 9.35 S67' 31' 27.00"W S40' 39' 58.02"W 6" PVC @ 4.6% l[QQ] 32.12 S22' 28' 51.82"E S40' 39' 58.02"W 6" PVC @ 3.7% n m11 17.13 N67' 31' 08.18"E S72' 41' 35.70"W 6" PVC @ 6.0% [ID] 38.35 S16' 49' 37.52"E S40' 39' 58.02"W 6" PVC @ 5.0% noli1 , .. _,, __ ,) 25.71 S22' 28' 33.00"E "'j'>~-··••11 _;;;jfjjp'Ai,ij,-~= ----■ ■ FUSCOE -11<,orESS/o,1;, -h .... -;$ "', -Qc \\ D. S. (1 -jj :,___'I' ~ 9, 0 0:: ...--\ Z-E N G I N E I R I N G So:i :x:~ a:: C 75822 ;o 6390 Greenwich Drive, Suite 1 70 * EXP. 06-30-16 * ,JI~ :Z San Diego, California 92122 -1!; CIVIL 0,+ tel 858.554.1500 ° fax 858.597.0335 f:' OF c~0,0 www.fuscoe.com ENGINEER OF WORK J%C2 t. t<f. 'b /1\ DATE INITIAL BRYAN D. SMITH, RCE DATE REGISTRATION N0.75822, EXP. 06/30/2016 ENGINEER OF WORK REMARKS LINE/CURVE # 6" PVC @ 2.0% IJJr 6" PVC @ 2.0% @ 6" PVC @ 1.0% w: 6" PVC @ 2.0% fiI~ 6" PVC @ 2.0% [151 . 6" PVC @ 2.0% m 6" PVC @ 2.0% rn . 6" PVC @ 2.0% rn 6" PVC @ 4.3% l[2QJ 8" PVC @ 1.0% tL22 8" PVC @ 2.0% il23i 8" PVC @ 2.0% □2~ . ' 6" PVC @ 3.4% n251 6" PVC @ 2.2% [.2]] 6" PVC @ 1.4% [2-1 6" PVC @ 2.0% ~ 6" PVC @ 2.0% [.2~ 6" PVC @ 3.1% [lQ] 6" PVC @ 2.0% [[31: 6" PVC @ 2.0% [32! 6" PVC @ 6.2% OJ.:ii 6" PVC @ 3.5% fl 34/ 6" PVC @ 5.4% n 351 6" PVC @ 2.5% [361 6" PVC @ 2.5% lr37j . REVISION DESCRIPTION LENGTH DIRECTION/DELTA RADIUS REMARKS 6.49 N67' 31' 08.18"E 6" PVC @ 4.8% 48.45 S22' 28' 51.82"E 6" PVC @ 1.6% 6.49 N67' 42' 24.32"E 6" PVC @ 17.0% 37.14 S22' 28' 51.46"E 6" PVC @ 2.0% 42.02 N22' 20' 48.4 7"W 6" PVC @ 2.0% 20.97 S48' 09' 29.04"E 6" PVC @ 15.5% 34.47 N43' 57' 45.16"W 8" HOPE @ 8.8% 68.61 S24' 52' 56.96"E 18" HOPE @ 0.5% 18.42 S67' 31' 08. 18"W 8" HOPE @ 10.4% 37.03 S41' 21' 49.79"W 6" PVC @ 1.0% 11.59 S49' 20' 01.98"E 6" PVC @ 1.0% 23.86 S51' 08' 02.69"W 6" PVC @ 2.0% 15.00 S49' 20' 01.98"E 6" PVC @ 2.0% 14.96 S40° 39' 58.04"W 6" PVC @ 2.0% 22.42 S69' 48' 32.94"E 6" PVC @ 7.0% 31.25 S49' 18' 18.97"E 6" PVC @ 2.8% 15.81 S08° 50' 33.13"E 6" PVC @ 6.5% 8.74 S89' 49' 30.84"E 6" PVC @ 2.0% 56.02 549· 20',. 01.98"E 6" PVC @ 2.0% 13.12 S31' 56' 11.99"E 6" PVC @ 2.0% 38.77 S22' 28' 51.82"E 6" PVC @ 2.0% 50.42 S72' 25' 43.75"W 6" PVC @ 2.0% 22.72 S27' 43' 10.05"E 6" PVC @ 10.8% 23.37 S22' 28' 51.82"E 6" PVC @ 13.6% 69.52 S22' 28' 51.82"E 6" PVC @ 2.0% "AS BUil T" RCE EXP. DATE \ ( REVIEWED BY: ' INSPECTOR DATE CTI:] w CITY OF CARLSBAD 4 ENGINEERING DEPARTMENT 8 GRADING PLANS FOR: CARLSBAD FLORAL TRADE CENTER . (NORTH 40 URBAN FARM} - LOT 3 TRACT 94-09, MAP 13357 STORM DRAIN DATA TABLES CUP 12 10/CDP 12 19 . APPROVED: (,! / J 4 I , 1 1 JASON S. GELDERT . / • 2• 't· Z,.o/6 ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/16 DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL INITIAL DATE CHKD BY: .-ffi_k OTHER APPROVAL CITY APPROVAL RVWD BY: l2E a MS 12-03 488-2A I l:J ll i 2 li) 2 C ~ III m :.ti l:J I 2 li) z C ~ ffl :.ti l:J I z li) z C ~ III m :.ti ~ UJ ::, ('.) :. UJ z ":; UJ 0 UJ ;,: CD 0 w 5 ~ a_ ( ( 3' WIDTH VARIES PER PLAN MIN GRATED INLET RISER STRUCTURE 3:1 UNLESS OTHERWISE NOTED 10-INCH W.Q. PONDING DEPTH PER® ~ TOP OF LINER 1 O" ABOVE BASIN FG ELEV (MATCH W.Q. PONDING DEPTH) • 0 TYP ALL SIDES. MAINTAIN 1 1 o" COVER OVER LINER ,2(TYP) 3:1 UNLESS OTHERWISE NOTED r-~~~~µ,-,f':··-:-·1±.~ 18-INCH THICK LAYER OF I I · LOAMY SAND TYPE SOIL 14-INCH THICK LAYER OPEN 1 GRADED SUB-BASE ' · COURSE, ROUNDED #57 STONE, 40% VOIDS BOTTOM AND SIDES OF BASIN SHALL BE LINED WITH 30 MIL THICK PVC LINER. PROVIDE 18-INCH OVERLAPPED, THERMAL WELDED SEAMS. SEE PVC LINER PENETRATION NOTE THIS SHEET. MIN. INFILTRATION RATE = 5 INCHES PER HOUR 4-INCH THICK LAYER OF "BIRDSEYE" WASHED PEA GRAVEL -CHOKER STONE LAYER 4-INCH DIA. PERFORATED SUBDRAIN/S PER PLAN. SEE PVC LINER PENETRATION NOTE THIS SHEET. A TYPICAL BIORETENTION BASIN 15 NOT TO SCALE PONDING WATER SURFACE ELEVATION EQUAL TO TOP OF GRATE OR BOTTOM OF CUTOUT PER PLAN CATCH BASIN AND TOP OF GRATE (TG) PER PLAN :5 0.. "' uJ 0.. .•.• ,---, .. , FINISHED GRADE (FG) ,. PER PLAN (SET LEVEL) 4-INCH DIA. PERFORATED SUBDRAIN/S PER PLAN. SEE PVC LINER PENETRATION NOTE THIS SHEET. 4" PERF PVC @ 0.25% MIN BASIN BYPASS INLET PIPE WHERE OCCURS. SEE PVC LINER PENETRATION NOTE THIS SHEET. . .. '• L ___ _J ORIFICE SIZE AND )E PER PLAN .. ·,-.... @ TYPICAL BASIN OUTLET NOT TO SCALE GRATE PER NOTE 3 . : .. , . ~ .. 12"X12" FINISH GRADE IMP 2 ONLY TOP OF BASIN ELEV PER PLAN WINDOW CUTOUT 4"x23" AT 1 O" ABOVE FG RtMOVABLE THREADED END CAP WITH DRILLED. ORIFICE AT PIPE FLOW LINE PIPE OUT PER PLAN. SEE PVC LINER PENETRATION NOTE THIS SHEET. IE OUT PER PLAN NOS LOW PROFILE ADAPTER AS REQUIRED 6" DRAIN LINE - SEE NOTE 1 :-rt=========--6"x4" REDUCER I I I AND 4" DRAIN : : : I ~INE -SEE NOTE I I Y""----TIE INTO MAIN DRAIN LINE USE 45' ELLS, 90' SWEEP ELLS OR 45· WYES (GLUE NOTES: 1. USE A 6" LINE IF MAIN DRAIN LINE IS 6" OR LARGER IN SIZE. 2. USE A REDUCER AND A 4" LINE IF MAIN DRAIN LINE IS 4" IN DIA. 3. NDS 6" ATRIUM GRATE IN LANDSCAPE AREAS U.O.N. FITTING TO PIPE) NDS 12308 SQUARE SOLID BRASS GRATE FOR PAVED AREAS. 4. GRATES SHALL BE SECURED IN PLACE BY BOLTS OR SCREWS PER MANUFACTURE'S RECOMMENDATIONS. AREA DRAIN NOT TO SCALE -------------------- 12" CONCRETE APRON 6" THICK IN TRAFFIC AREAS 4" THICK IN NON-TRAFFIC AREAS CAST IRON GALV.ANIZED GRATE. H-20 RATED, ADA COMPLIANT. IN ALL AREAS. OPENINGS 1 /2" MAX MEASURED IN PARALLEL TO DOMINANT DIRECTION OF PEDESTRIAN TRAVEL DEPTH VARIES (18" MIN.) TOP OF GRATE ELEV. (TG) ><C£ ,LO'II PER PLAN ~ 6" 6" IJ.•:::;25,---', .L_..LcJr'--'' ,._. ·-11 .. ~~~: ·~· CONCRETE-- BASE (560-C-3250) (TYPICAL) TEE/WYE (OR INVERT ELEV. IE PER PLAN BROOKS BOX OR EQUAL PIPE SIZE AND) TYPE PER PLAN. 90' BEND AT END OF LINE) INVERT ELEV. IE) PER PLAN TYPE 2 OUTLET (PVT) TYPE 1 OUTLET (PVT) "IE" MORE THAN 36" BELOW '1G" NO SCALE "IE" LESS THAN 36" BELOW '1G" NO SCALE NOTES: PROVIDE ALL STORM DRAIN INLETS AND CATCH BASINS WITHIN THE PROJECT AREA WITH A STENCIL PLACED WITH PROHIBITIVE LANGUAGE SUCH AS :"NO DUMPING - DRAINS TO OCEAN") AND/OR GRAPHICAL ICONS TO DISCOURAGE ILLEGAL DUMPING. GRATES SHALL BE SECURED IN PLACE BY BOLTS OR SCREWS PER MANUFACTURE'S RECOMMENDATIONS NOTE: 1. CONCRETE APRON TO BE INSTALLED FOR CATCH B<\SINS IN HARDSCAPE OR PAVEMENT AREAS ONLY. OMIT IN LANDSCAPE AREAS. 2. IF CATCH B<\SIN IS ADJACENT TO CURB SEE DET/IJL @ CATCH BASIN (PRE-CAST) NOT TO SCALE FLOW UNE ELEV. PER PLAN NOTE: *WHERE GUTTER CROSSES PEDESTRL',N PATH OF TRAVEL, MODIFY DEPTH TO 7 /8" MAX VALLEY GUTTER NOT TO SCALE 10' 1' 4' 2' 4' 1 ' 34' ACCESS ROAD i!E TC 6" TC ELEVATION PER PLAN FL ELEVATION PER PLAN ELEVATION PER PLAN FL ELEVATION PER PLAN WATER QUALITY PONDING DEPTH ' . 6" H .t"'1-J.;:~;:;~17ii777# ,,,,;-r.Jt.r..-, bh:;'d-o!GE • !-STUCCO ' ,. NETTING VARIES PER PLAN (SEE STATIONING) · CONCRETE CHECK DAM CHECK DAM NOT TO SCALE 6" 3' 1' 1.5' 6" DG PARKING · 2% - VEGETATED SWALE NOT TO SCALE T 8.33% MAX VARIES LIP OF GUTTER =FL +0.07' WHERE 5% MAX SLOPE 7 TRUNCATED DOMES PER SDRSD G-30 STRIP SHALL COVER FULL WITH OF PATH OF TRAVEL. o" TC/FL ELEVATION PER PLAN VARIES O" TC FL ELEVATION PER PLAN 5% MAX GUTTER SLOPE AT BOTTOM OF RAMPS AND ALL PEDESTRIANS PATHS OF TRAVEL * WIDTH OF LOADING AREA, HEIGHT OF CURB FACE AND LOCATION(S) OF CURB RAMP(S) VARY. SEE SITE PLAN TYPE A T O" TC/FL ELEV PER PLAN VARIES LIP OF GUT =FL+0.07' W E 5% MAX SLOPE DETECTABLE WARNING STRIP PER SDRSD G-30. STRIP SHAUL COVER FULL WITH OF PATH OF TRAVEL. VARIES O" TC/FL ELEVATION PER PLAN % MAX GUTTER SLOPE AT BOTTOM OF RAMPS AND ALL PEDESTRIANS PATHS OF TRAVEL * WIDTH OF LOADING AREA, HEIGHT OF CURB FACE AND LOCATION(S) OF CURB RAMP(S) VARY. SEE SITE PLAN TYPE B 6-12" W.Q" PONDING DEPTH 1' 1' 2% / I , CURB RAMP -AT 6" CURB / 6" CURB & GUTTER 4-INCH THICK LAYER OF "BIRDSEYE" WASHED PEA GRAVEL -CHOKER STONE LAYER ---= R = n' REDWOOD HEADER PE ciTTLk___ ARCHITECTURAL PLANS 11Sr:<f) I CHECK DAM PER DETAIL =.,...--j-1-+,---18-INCH THICK LAYER OF "'--'·-91'7\"'s=o~~n-'?i'-c;rtf· 1.'f'-JLOAMY SAND TYPE SOIL ·~r• J-,,~~~n~~fyl ··-··· MIN. INFILTRATION RATE = 1 5 INCHES PER HOUR EID 15 NOT TO SCALE ... ,,, ~:Ji·, llill(lf,,jA:£§'. .,, -14-INCH THICK LAYER OPEN GRADED SUB-BASE COURSE, #57 STONE, SIDES OF BASIN SHALL BE LINED WITH 30 MIL THICK PVC LINER. PROVIDE 18-INCH OVERLAPPED, THERMAL WELDED SEAMS. SEE PVC LINER PENETRATION NOTE - 1?,0fESS/0,1,, 0' . 0 "'< tf '?-v,. . S4, . '1-, -FUSCOE --~ ..... ---40% VOIDS 4-INCH DIA. PERFORATED SUBDRAIN. BIORETENTION SWALE NOT TO SCALE THIS SHEET. ti .l-. / ~ -Cc: ...-1 E N G I N I E R I N • @ m :c ~ O'. C 75822 ;u 6390 Greenwich Drive, Suite 1 70 * EXP. 06-30-16 * San Diego, California 92122 <l' :Z ~l'< C IV\\. i<--s' OF cr,.010 tel 858.554. 1500 ° fax 858.597.0335 www.fuscoe.com . ENGINEER OF WORK {fi&C2 1.,q.11, BRYAN D. SMITH. RCE DATE REGISTRATION N0.75822, EXP. 06/30/2016 /1\ DATE INITIAL ENGi NEER OF WO,RK REVISION ' · .. DESCRIPTION . O" CF FL ELEVATION PER PLAN O" CF ELEVATION PER PLAN O" CF FL LIP OF GUTTER =FL +0.07' WHERE 5% MAX SLOPE 5% MAX GUTTER SLOPE AT BOTTOM OF RAMPS AND PEDESTRIAN PATHS OF TRAVEL ELEVATION PER PLAN UP OF GUTTER = FL +0.07' WHERE 5% MAX DETECTABLE WARNING MAT PER SDRSD G-30 AND PER ARCHITECTURAL PLANS SLOPE J CURB RAMP -ROLLED CURB & GUTTER 15 NOT TO SCALE MODIFIED 4" CURB HEIGHT TYPE B ROLLED CURB & GUTTER PER SDRSD G-4 -!,,, , 1 r°GUTTER DEPTH (TYP) FL ELEVATION PER PLAN . NOTES: REFER TO RSD G-4A FOR SPECIFIC ROLLED CURB & GUTTER DIMENSIONS. K ROLLED CURB TRANSITION 15 NOT TO SCALE CURB OR CURB & GUTTER ·:s ~ 0.. uJ °' uw f-0.. t·-"" 4 "' . d .. , . . 4 ... . 4 µ-. 2' MIN (U.O.N.) 2.0% 3:1 MAX TO MATCH EXISTING CURB BACKING IN @LANDSCAPE AREA 15 I . ', , DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CTr] 5 PVC LINER PENETRATION NOTE ALL PIPE PENETRATION THROUGH THE PVC LINER UNDER THE BIO-RETENTION AREAS THE BASIN OUTLETS SHALL HAVE A WELDED PVC BOOT, CONCRETE CUTOFF WALL, AND/OR ANOTHER APPROVED METHOD TO PREVENT WATER MIGRATION FROM PVC LINED BIORETENTION AREAS. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 8 GRADING PLANS FOR: . CARLSBAD FLORAL TRADE CENTER (NORTH 40 URBAN FARM) LOT 3 TRACT 94-09, MAP 13357 DETAILS CUP 12-10/CDP 12-19 APPROVED: /j " ~ JASON S. GELDERT • I Z-4-ZO/{, ENGINEERl..r.' MANAGER RCE 63912 EXPIRES 9/30/16 DATE ,liz I I DWN BY: PROJECT NO. DRAWING NO. CHKD BY: ..i.;s..-MS 12-03 488-2A RVWD BY: 111/D r · -- I I • I I I I m J> 1l l~i a,□o jieJC ·~c::i m: OJ en ·< "'I ,:i • ii~z zm c•C~ _::;ii,S: I i!tu □ ,..'':llrf! ;. rn -,~~ ;:, I m ~ I I I I I, I I I I!; ~ I~~ mo 1 □0 ~c ~ ~~ mo iil < " . J~z ,:; ~ ~ ,!~:r ~mo ;~.ell m "<' r~z z m w I c::i J> I t I 0 :0 § 2 (j) 2 C: s: to m :.tl 0 i 2 (j) 2 C: s: to m :0 0 :xi ~ 2 Ci) 2 C: s: to m lJ ~ w ::, (9 :a; w z ::; w 0 w ~ 0 w t ~ n_ #4 BAR CENTERED IN CURB ' REINFORCED TRENCH GRATE AND CONG. SLAB FRAME POLYCAST 700 SERIES WITH DG0657R GRATE OR APPROVED RIDGE 1" II EQUAL. ABOVE TG 1 " -(J")Z . <J w-ct:::, t. <(, >«> ·" ' "' IE PER #4 AT 18" OCEW PLAN TRENCH DRAIN NOT TO SCALE BUILDING FOUNDATION SOIL SUBGRADE SLOPED TO DRAIN IMPERMEABLE LINER ON SUBGRADE ADJACENT TO BUILDING FOUNDATION " </• • <1 . . " ~-------OLSON PAVINGSTONE PERMEABLE CHIPS FOR BEDDING COURSE AND JOINT FILLER (1/8" TO 1/4" ANGULAR AGGREGATE. (ALTERNATE: TYP. NO. 8, 89, OR 9 AGGREGATE) ~-------PERMEABLE INTERLOCKING CONCRETE PAVERS. REFER TO PLANS FOR PAVER SPECIFICATION. ~------EDGE RESTRAINT: CONCRETE PAVER GROUTED TO 5", WIDE X 6" DEEP CONCRETE CONTINUOUS FOOTING. .,--BEDDING COURSE 2" MINIMUM THICK (TYP. NO. 8 AGGREGATE). .,,,.----MINIMUM 12" THICK NO. 57 STONE OPEN-GRADED BASE. a,---,-t---MIN. 12 IN. ( 150 MM) THICK NO. 2 STONE SUBSASE. PERFORATED PIPES SPACED AND SLOPED TO DRAIN STORED WATER (REFER TO CIVIL PLANS FOR LAYOUT) . . EMBED PIPE IN NO. 57 STONE LAP GEOTEXTILE 6" OVER TOP OF IMPERMEABLE LINER. PERMEABLE GEOTEXTILE ON SUBGRADE EXTENDING TO EDGE OF PAVEMENT. ~------NON-PERFORATED OUTFALL PIPE(S) SLOPED TO STORM DRAINAGE SYSTEM. EMBED PIPE IN NO. 57 STONE. NOTES: 1. NO. 2 STONE SUBBASE THICKNESS MAY VARY, REFER TO CIVIL OR GEOTECHNICAL ENGINEER. CONSULT ICPI PERMEABLE INTERLOCKING CONCRETE PAVEMENT MANUAL. 2. DIMENSION OF IMPERMEABLE LINER FROM BUILDING FOUNDATION TO BE SPECIFIED BY GEOTECHNICAL ENGINEER. ASSUME 8' FOR PRELIMINARY BIDDING PURPOSES. . M PEDESTRIAN PERVIOUS PAVERS 16 NOT TO SCALE CURB OR ROLLED •-• CURB CURB FACE PER PLAN j .----FLOW LINE ,,.--ELEV. PER PLAN BROOKS BOX CATCH BASIN (SIZE PER PLAN) W / TRAFFIC GRATE, BICYCLE PROOF, LOCK SCREWS, OR APPROVED EQUAL. ,,.--OUTLET PIPE, SIZE & LJ--c"'",--,::::;!,dr"I CONNCETION PER DETAIL (D\ N SECTION Qv CONG. BASE CAST-IN-PLACE, SLOPE TO OUTLET PIPE GRATE INLET ADJACENT TO CURB 16 NOT TO SCALE JOINT INSIDE BOX DIMENSION □ '-FLOW LINE CURB /FACE JOINT f PLAN I 5' . INSIDE B ox ON DIMENSI 5' _J_ ------- SITE SPECIFIC DATA PROJECT NUMBER PROJECT NAME PROJECT LOCATION STRUCTURE ID . TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) TREATMENT HGL AVAILABLE (FT) PEAK BYPASS REQUIRED (CFS)-IF APPLICABLE PIPE DATA 1.E: MATERIAL DIAMETER INLET PIPE 1 lflLET PIPE 2 OUTLET PIPE PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVATION SURFACE LOAD PARKWAY OPEN PLANTER PARKWAY FRAME&COVER 24" X 42" N/A N/A WETLANDMEDIA VOLUME (CY) 0.98 WETLANDMEDIA DELIVERY METHOD TBD ORIFICE SIZE (DIA. INCHES) ¢1 .03" MAXIMUM PICK WEIGHT (LBS) 9108 NOTES: INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL IJIBOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED ·rn OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPEc'IFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL BASE.· MANUFACTURER RECOMMENDS A MINIMUM 5" LEVEL ROCK. BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. 3. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON-SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL A.ND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS . 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL i..lATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. HIGH RATE BIO-FILTER NOT TO SCALE 11'-orESS/011,, <:) '1< ,f 'l-'0-D s~ '1c ~~ /~ -0c ..-\ c:,m :rP1 "' e, "' C 75822 ;o * EXP. 06-30-16 * ,$1~ ~ '1!; CIVIL f<.--2' < OF Cl<l..l<O PATENTED PERIMETER VOID AREA WETLANDMEDIA BED ~ C/L OUTLET PIPE SEE NOTES VERTICAL UNDERDRAIN MANIFOLD ,r.,__PRE-FILTER CARTRIDGE DRAIN DOW~ LINE 2, -O" I-- VEGETATION PLANT ESTABLISHMENT MEDIA Jr PLAN WEW -INO o:, I I • !i '-o" ELEVATION WEW ;m,,•--.--✓ ••• ,,, . 1:11 tu: ---- ,J --FUSCOE --, ..... ---E N G I N E E R I N G 6390 Greenwich Drive, Suite 1 70 San Diego, California 92122 tel 858.554.1500 ° fax 858.597.0335 www.fuscoe.com ENGINEER OF WORK ~c-] I. 11:Lh BRYAN.MliH,RcE DATE REGISTRATION N0.75822, EXP. 06/30/2016 . /1\ DATE INITIAL ENGINEER OF WORK . 6" LEFT END WEW BIOF/L TRA llON c'--+ ••--=:z:tt9"':!U ""'-e'"4-ll-,'----'l"'"--E -"O"'-U T oo . i T 1 RIGHT END WEW PRETREATMENT/DISCHARGE TREATMENT FLOW (CFS) ,0.052 OPERATING HEAD (FT) 3.4 PRETREATMENT LOADING RATE (GPM/SF) T.BD WETLAND MEDIA LOADING RATE (GPM/SF) 1.0 MWS-L-4-4-C STORM WATER 8/0FILTRA TION SYSTEM STANDARD DETAIL DATE INITIAL DATE ,. . .-·· INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL _ __J_ ----- \!; <l I TI~ ~~B "oC .3 m ~ i!"m iii~ " . l~z ~-~~ !i--<.~I j;~□ 'TI -0 iim-m i 8;~ "z ffi I m ~ I / I I "AS BUil T" RCE EXP. DATE REVIEWED BY: l INSPECTOR DATE I LJTI ~ CITY OF CARLSBAD CNGINE.ERING DEPARTMENT . 6 GRADING PLANS FOR: CARLSBAD FLORAL TRADE CENTER (NORTH 40 URBAN FARM) LOT 3 TRACT 94-09, MAP _13357 1 DETAILS CUP 12-10/CDP 12-19 APPROVED: I! . I • H JASON S. GELDERT /J ,,, 2-• "'f, ZDII, , ENGINEERING/MANAGER RCE 63912 EXPIRES 9/30/16 DATE DWN BY: . "· PRO~ECT NO . DRAWING NO. CHKD BY: -B&-J"r MS )12-03 '488-2A RVWD BY: DEil: I I m ,,_ <l I~~ i □o ~c @-gJ~ ~w"' lff-.~. ~· ~ "z !l~m -i-~~ ! s: :t ij Wo .. -~;:i;i j 5l· I ~ s: "z z rn ~ I -en 0 """ -00 C1 ll i 2 Gl 2 C: s: llJ m )J C I 2 Gl 2 C: s: llJ m )J C I 2 Gl 2 C: s: llJ m )J I i ~ UJ :::, ('.) ~ UJ z ~ UJ 0 UJ ;.: (ll 0 ~ ~ (l_ -------------~- I / / __ o --- \ \ ill B+,I ,r--,~, '1 \' V 4½ti) ~\::t '"ii_ ;!1 ":t.:r:h ·on < '},f •vt< -~ -&?: lJI ~ij ~;/ { ~-~ ; '' ¼i't. s:;,:;;:: v,•,L ;,;1 --;-~{ w~ __ ,!::: __ MATCH LINE -SEE RIGHT FOR CONTINUATION ROAD CENTERLINE TABLE LINE # LENGTH DIRECTION/DELTA RADIUS 1 56.09 S11"31 '33''W 2 95.17 45.44· 120.00 3 169.07 S56"57'59"W 4 296.00 84.80-200.00 5 124.39 S27"49"48"E 6 186.43 13.35" 800.00 7 76.52 S14"28°41 "E 8 182.59 17.44" 600.00 9 43.81 S31"54'5_1 "E 10 197.56 18.87" 600.00 11 57.48 S13"02'53"E 12 100.10 9.56" 600.00 13 428.49 S67"30'56"W 14 216.12 S49"20'02"E 15 331.15 68.50" 277.00 LINE # 16 17 18 1~ 20 21 22 23 24 25 26 27 28 29 30 MATCH LINE~ SEE LEFT FOR CONTINUATION - . ROAD CENTERLINE TABLE LENGTH DIRECTION/DELTA 125.32 N27"49'48"W 23.91 N62"27' 42"E 44.13 5.06" 127.61 N67"31 '08"E 92.04 7.29" 75.51 5.98" 76.52 N14"28'41"W 104.68 8.86" 28.66 S85"18'51"W 98.36 108.38" 59.26 7.0T 135.30 7.66" 135.30 7.66" 64.18 7.66" 149.49 S22'28'52"E ~~\j'l ~ ,c✓\ ~,✓ RADIUS . . 500.00 723.59 723.00 677.00 52.00 480.00 1012.00 1012.00 480.00 c\ v .\ LINE # 31 32 ,.33 34 35 36 37 38 39 40 41 42 ·, 43 44 45 C( ~ .. ~ PARCEL1 w A ROAD CENTERLINE TABLE LENGTH DIRECTION/DELTA RADIUS 150.69 N66"39'45"E 146.73 S67"39'12"W 102.75 94.95" 62.00 91.33 N35"42'43"E 71.64 8.21" 500.00 65.60 N43'55'18"E 144.10 68.80" 120.00 399.63 N24"52'57"W . I 177.84 N22"28'52"W 63.86 24.07" 152.00 210.05 24.07" 500.00 183.90 N22"29'04"W 47.12 90.00" 30.00 68.40 S67"30'56"W • 62.00 N22"29'04''W - u; a, ------------------------- ::RC==-00-:==--'=-[LJF, ==-io=F--=---=crt~e=-=-=o=-= FLORAL MARKET FF=127.20 507' PARCEL2 ~ -~-=n--. =::==-o==-~ F--=-=-o===c.qJ=--'=--'~ --------------,----~-------x----x------::,~:----~ ~----Ix ----x------- I PARCEL3 ------ ---Jt-, .. ----------J___ ----... --- CAR COUNTRY DRIVE ------- LEGEND TRAFFIC . QUANTITY LOCATION INDEX (Tl) SECTION THICKNESS (IN) TYPE SYMBOL (SF) 5.5" DG (SEE NOTE 4) DG 1b·S·,\8!if!i,1 6" AB CLASS 2 ;;!::;Jt:.1t::::?:;.-t<i'1}: 70,153 PARKING STALL AUTOMO!jlLE 5.0 3" AC LIGHT DUTY ~'!ll 6" AB CLASS 2 AC 3,250 4" AC HEAVY DUTY l,11~~1' 126,905 DRIVEWAYS AUTOMOBILES 6" AB CLASS 2 AC AND LIGHT TRUCKS 7.0 6" PCC (SEE NOTE 3) PCC h?:i)\iF??l 11,493 NOTES: --1) PROVIDE 12 IN WIDE x 12 IN DEEP THICKENED EDGE AT EDGE OF PAVEMENT 2) PAVEMENT SECTIONS SHOWN ABOVE A~E REFERENCE ONLY. ALL PAVEMENT SECTIONS TO BE REVIEWED ANO APPROVED BY "AS BUILT" THE GEOTECHNICAL ENGINEER BEFORE; CONSTRUCTION. 3) PCC PAVEMENT SECTIONS SUBJECT Td VEHICLES SHALL BE 560-C-3250 CONCRETE. 4) OG TO BE PROVIDED WITH "BINDER FOR STABILITY AND EROSION CONTROL PURPOSES. OG BINDER TO BE PRODUCT TYPE "STABILIZER" BY STABILIZ_ER SOLUTIONS, INC. TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS SECTION 31 11 00 . OR APPROVED EQUAL. ., RCE EXP. DATE 5) ALL DG AND AB SECTIONS TO BE 95% COMPACTED .... ,, 6) ALL PAVEMENT SECTIONS TO BE PLACED OVER 12-INCHES OF 95% COMPACTED SUBGRAOE . . REVIEI/IED BY: -.-. INSPECTQR DATE -FUSCOE -. ?so,Ess10/V, -CTr] w h .... -CITY OF CARLSBAD @' D '-1,: -... ,._ c:; '?-v-. s~ ~ 7 . ENGINEERING DEPARTMENT 8 t; ~ / g I N G I N I E R I N • -Q:-..--1--Z. . GRADING PLANS FOR: . @co :c~ . "' C 75822 '° 6390 Greenwich Drive, Suite l 70 ' CARLSBAD FLORAL.TRADE CENTER * EXP. 06-30-16 * J'I~ ~ Son Diego, California 92122 (NORTH 40 URBAN FARM) -1?, CI Vil f!-'<i'-. ·, .. LOT 3 TRACT 94-09, MAP 13357 "OF c~0,0 tel 858.554.1500 ° fax 858.597.0335 www.fuscoe.com . . PAVING SITE PLAN CUP 112-10/CDP 12-19 . APPROVED: I) '1.,1' ,, JASON S. GELDERT . ENGINEER· OF WORK I "If/I/' Z·l.f·l-OI& GRAPHIC SCALE IN FEET f!J&C7 /.11.(l, ENGINEER~ MANAGER RCE 63912 EXPIRES 9/30/16 DATE /1\ I OWN BY: ~·, I PROJECT NO. I DRAWING NO. DATE INITIAL . DATE INITIAL DATE INITIAL BRYAN D. SMITH, RCE ' DATE CHKO BY: REVISION DESCRIPTION MS 12-03 488-2A REGISTRATION N0.75822, EXP. 06/30/2016 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWO BY: 11 v ft . . l Cl I 2 Ci) 2 C: s: tll m lJ Cl I 2 Ci) 2 C: s: tll m lJ ~ 0 -9 N ~ -0 N > w 0: "'·' .,-, :::! ;, w D _, _, ~. w :, 05-_, _, ' ~ ' (!) z z ~-w g; N 0 ~ .., I I-0: 0 z "' -0 N (f) I-0 w ~ 0 0: &, I-0 w ~ 0 0: a. .:, w a. ~ g; /j Iii _, u:: :. a. t-.., 0 "' 0 ~ ,: N Iii :. ~ ~ 0 _, ill a. <( 0 0: <( :,:: 0 cic ;: "' 0 w I= 0 _, a. OMIT: REFER TO DETAIL C/18 (SIMlLAR) ·/ 'flr_n L~'!; ~!.\' '--Lt:; L] \':7 COrtJrr:r -:,: '2T1H'A \.f-;<({>,j LAF:n ·>:;:p GRADiNG :Jif'YS & ULJi\lL .................. 1 -f}!':, G REFER TO DETAILIC/18 (SIMILAR) , 18 NTS (WALL EAST or BREWERY BLDG) "DECLARATION OF RESPONSIBLE CHARGE" . ~~g;~~ND~ittlf 1~~t'1 z~ E~~~~~~srt ~ii~:s~:JHtH:~GRJl~~E~F T~E t~~ic6r THIS PORTION OF THE PROJECT AS DEFINED IN SECTION 6703 or THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT. STANDARDS, I UNDERSTAND THAT THE CHECK or THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER or WORK, OF MY RESPONSIBILITY FOR PROJECT DESIGN. FIRM: GRUPO PACIFIC ADDRESS: 2333 STATE ST., SUITE 200 CITY, STATE: CARLSBAD, CA 92008 TELEPHONE:. (760) 730-3351 BY: MOHAMMAD SOLTANI DATE: 2/01/2016 R.Q,E. NO.: C64764 REGISTRATION EXPIRATION. DATE: 6/30/2017 SECTION "IF' 6'-o· · s·-s· MAX 6' 8' CMU SOLID GROUT WALL W/#5 0 24" o.c. /y) AT EDGE OF WALL f'ROI/IDE CON'r #5 /y)---i / 6" MIN OR MIN 60" LAP SPLICE (SPC INSP. REQ'D) #5 0 18" o.c. 2'-o· ---,rv GUARDRAIL WHERE OCCURS PER PLAN PAYERS WHERE OCCURS PER PLAN ;,:,¼:~~)Y,>,: /'-' ~0'' F.:(/ APPLY TREMCO °pARASEAL" . WATERPROOFING MEMBRANE OR APPROVED EQUIVfil:NT. . BACKFlllID SIDE OF WALL ,.ff-----2" CLR #4 0 16" O.C. (H) RETAINING WALL DRAINAGE CONNECT TO STORM DRAIN IATERAL PER GRADING PLANS & DETAIL 4" GRAVB. BASE ~-#5 0 18" o.c. "IF'-----------2" CLR ---.. ~~_jr'-.-:.-••'1 -~,s o 11· o.c. · 1'-2 *ACTUAL WALL HEIGITT VARIES PER GRADING PIAN , 18.,' 6" 3"MIN ,• I> •• , • KEY J r'----1-~ r 3• 2·-0· ~ 1'-4' .,I.. 1'-5' ,IL----4•-9• ----+ 6-0" CANTILEVER RETAINING WALL NTS (SOUTH WALL AT TASTING PATIO RAMP) SECTION GUARDRAIL WHERE OCCURS PER PLAN 8" CMU SOLID GROUT WALL W/#5 C 24" 0.C. (I/) AT EDGE ~}§~/ ~~«? //.Y/)1//>· /~,'-I APPLY TREMCO °pARASEAL" WATERPROOFING MEMBRANE OR APPROVED EQUIVfil:NT. OF WALL PROVIDE CON'r #5 ly)-~.-j OR MIN 60" LAP SPLICE 61-0· 51-6· MAX CONC. WALK WHERE OCCURS #5 016' o.c. 1 " MIN *ACTUAL WALL HEIGHT VARIES PER GIIADING PLAN (SPC INSP. REQ'D) F.S. ... '0; /, ' • 3• r 3• 1•-9• J'-s· #5 014" o.c. 0 KEY BACKFlllID SIDE OF WALL #4 @ 16" O.C. (H) ..l'-------2"CLR " • • • 1·-0· J_ g• RETAINING WALL DRAINAGE CONNECT TO STORM DRAIN LATERAL PER GRADING PLANS & DETAIL 4' GRAVB. BASE 1'-2 a· 3• F 6'-0" CANTILEVER RETAINING WALL 18 .NTS (NORTH WALL AT TASTING PATIO RAMP) SECTION "IF' s·-o· MAX 4'-o" MAX 1'-3" j_ 1·-0· j_ g• 2" CLR RETAINING WALL DRAINAGE :Nl~L°G ~~~ ~~t}1TERAL 4" GRAVB. BASE #5 0 16" O.C. TOE & HEEL #5 0 16' O.C. TOE & HEEL t2"CLR l 1'-2 J r- 1·-o· *ACTUAL WALL HEIGHT VARIES PER GRADING PLAN ---3'-o· --- 6' 6" C 4'-6" MAX CANTILEVER RETAINING WALL 18 NTS a• CMU SOLID GROUT WALL W/#5 0 16" O.C. /y) AT CENTER OF WALL PROVIDE CON'r #5 /y)----v OR MIN 60" LAP SPLICE (SPC INSP. REQ'D) CONC. SLAB (WALL AT CULINARY /WINERY BLDG) GUARDRAIL WHERE OCCURS PER PLAN PAVERS WHERE OCCURS PER PLAN ;<½(~~y-,>,: /'-' ~0'' f' / APPLY TREMCO 'pARAS.EAL" WATERPROOFING MEMBRANE OR APPROVED EQUIVfil:NT. BACKFILLED SIDE OF WALL 1'11",.n--~-,--2" CLR .--~#4 ~ 16" O.C. (H) ,._,,.... RETAINING WALL DRAINAGE SECTION CONNECT TO STORM DRAIN LATERAL PER GRADING PLANS & DETAIL 4" GRAVB. BASE #5 0 16' o.c. • • t'-2 • • • I 8' #5 015• o.c._~ _ __, KEY #5 015• o.~_/ I. l 31 *ACTUAL WALL HEIGHT VARIES PER GRADING PLAN D 18 +----3'-3~EY____j_ 6' 2•-0• ------5•-9• -----,1' 5',-6" CANTILEVER RETAINING WALL NTS (WALL AT TRUCK LOADING DOCK) SECTION "IF' 6'-s· INSTALL PER TREMCO INSTALLATION INSTRUCTIONS. CONSULT TREMCO TECHNICAL SERVICES FOR APPROPRIATE PARASEAL AND TREMDRAIN PRODUCTS. TREMCO COMMERCIAL SEALANTS & WATERPROOFING 3735 GREEN RD, BEACHWOOD. OHIO 44122 (216) 292-5000 WWW. TREMCOSEALANTS.COM RETAINING WALL ----.--r..l WALL FOOTING --~ <'l " 4 4 <'l • ~--FINISH GRADE/SURFACE WALL BACKFILL SOIL TREMCO 'PARASEAL' WATERPROOFING MEMBRANE ---TREMDRAIN .SERIES DRAINAGE 4 MAT ,,.--HIGH-PROFILE DRAIN ~-UNIVERSAL PIPE ADAPTER OUTLET PIPE TO STORM DRAINAGE SYSTEM . 4. L'.l <.(. . A A TYPICAL RETAINING WALL DRAINAGE DETAIL 6" 6'-o· MAX t-0" 7• 18 8" CMU SOLID GROUT WALL W/#5 C 16" O.C. /y) AT EDGE OF WALL PROVIDE CON'r #5 /y)---i OR MIN 60" LAP SPLICE {SP(INSP. REQ'D) 12" CMU SOUD GROUT WALL W/#5 0 16" O.C. (V) AT EDGE OF WALL PROVIDE CON'r #5 (V) OR MIN 60" LAP SPLICE SPC INSP. REQ'D CONC. WALK WHERE OCCURS 3• • F.S. • "!<-~-----+-, #5 012' O.C. TOE #5 012" O.C. KEY--+-<-1 3 ~ ·''..~~ ·0(<(:<, SECTION GUARDRAIL WHERE OCCURS PER PLAN ·p~~~ ~,'- ·' APPLY TREMCO °pARASEAL" WATERPROOFING MEMBRANE OR APPROVED EQUIVfil:NT. .· ,BACKFILLED SIDE OF WALL JI-~~=--2",,CLR ____.-#4 0 16' O.C. (H) GROUT RETAINING WALL DRAINAGE CONNECT TO STORM DRAIN LATERAL PER GRADING PLANS & DETAIL 4• GRAVEL BASE #5 0 12" O.C. HEEL 2" CLR 1'-2 *ACTUAL WALL· HEIGHT VARIES PER GRADING PLAN ,IL---3'-o" ---,1}~· 1'-4" _J_ a· ,IL------5'-o· -----+ B 6'-6" CANTILEVER RETAINING WALL 18 NTS SECTION "AS BU IL T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE • fSHm78 CITY OF CARLSBAD 1--~--+--+--------~--------1---1---t----+---t ~ ENGINEERING DEPARTMENT t-----+---+-----------------+---,.--+----+---1 ~ ~ t-----+---+-----------------1---1---+----+---1 GRADING PLANS FOR: 1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: CARLSBAD FLORAL TRADE CENTER (NORTH 40 URBAN FARM} . LOT 3 TRACT 94-09, MAP (3357 .,,;,-,,:-;;,,;,:.__, ,., DETAILS CUP 12-10 CDP 12-19 CHKD BY: RVWD BY: ~Q=fR.~ PROJECT NO. MS 12-03 DRAWING NO. 488-2A I I I m ,, ~ l D~ CJ D mo § ,, Oo ~l El C ;, m~ ,i, D i! ~ 2 "' 11 • '.;jf ► Ci] ,, :I! z "'"~ !l E 2 §! ~I C: ;j :;ii □ ~ lJ ;¥l s: '"' C'!. '1' 51 ~ !II ro Z m z D m I m ~ Ii I I I Ii ll [ I ,g ~ l 8 Cl , a~ D i JJ B i i ~ 'l iii~ m 2 " . J~z G'l !I z~ 2 C< 5~a C: i m ,a s: I ~rn m' !II I "'i; ro Z m z D 8l I "l li' I 11 Ii I I l I I (fl p I 8 Cl . " lJ i JJ JJ 1,230 § ii:•□ 30C Im~ m1 ~-(IJ I" 2 . " . :;:: sj (j) ,.z zm 2 c: c~ a;, S: I C: 31) rn o ~i g:j 7'.l s: ;ff' 0) fl1 / Ul s:: !II I ~ z m z :0 8l I 0 ,; I .T I I r I I en l> /l Llli ~;~□ !'□C -', mD ~.JJLJj 00 "',co ffl.~ ' s!.J> 0 ;g ~z ~:z~ .c """ a; :s; I :i!-,OJ 0 -', ~ ·g:J ---0 ii ··m fll 00 i i51 ~ ,1) ~ I 8l ~ I