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HomeMy WebLinkAboutDWG 505-4A; SDP 2017-0002; PACIFIC VISTA COMMERCE CENTER; 01-23GRADING NOTES {IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROI/Al OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROI/AL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL 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 MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED GRADING NO T£S {CONT.,) 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 505-4L, AND/OR AS DIRECTED BY THE CITY ENGINEER OR CITY PLANNER. 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. JO. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WIT/-1/N 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 (f!BOVE GROUND ANO 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. ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF ':4-" OR BETTER AND A SIZE CATEGORY OF CLASS 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. W OR BETTER AS ESTABLISHED BY BESTS KEY RATING GUIDE. 5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT-OF-WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROI/Al OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER's PERMISSION HAS BEEN OBlAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION CURVES, SHALL BE SUBMllTEO BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT Will BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO Tl-IE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORN!4 PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. All FILL OR FUTURE Fill AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE "EARTHWORK SPECIFICATIONS" ATTACHED TO THE PRELIMINARY SOILS INVEST/CATION. DAILY FIELD COMPACTION REPORTS Will BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCT/ON MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A CONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR ro 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMllTED A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMllTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCT/ON, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERM/TTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7.·00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATER!4L SHALL BE OBTAINED FROM, AND WASTE MATER!4L SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED EXCEPT ALONG HA>WIR DRIVE. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE SHOWN AS A APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE ANO CROSS SECllON. THE SITE SHALL BE LEFT IN A NEAT ANO ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. UNDERGROUND SERVICE ALERT (800) 422-4133 SDG&:E (BOO) 660-7343 PACIFIC BELL (800) 892-0123 TIME WARNER CABLE (760) 438-7741 COX COMMUNICATIONS (760) 806-9809 CITY OF CARLSBAD (STREETS AND STORM DRAIN) (760) 434-2980 • CITY OF CARLSBAD (SEWER, WATER AND RECLAIMED WATER) (760) 438-2722 • SAN D/EGU/TO WATER DISTRICT (760) 633-2650 • LEUCADIA WASTEWATER DISTRICT (760) 753-0155 • VALLECITOS WATER DISTRICT (760) 744-0460 • OLIVENHAIN WATER DISTRICT (760) 753-6466 • BUENA SANITATION DISTRICT (760) 726-1340 • OCEANSIDE SEWER DISTRICTS (760) 435-4500 • CITY OF WSTA (ENGINEERING) (760) 639-6122 • AS APPROPRIATE JJ. PERMIT COMPL!4NCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL THE WORK IN PROGRESS 15. 16. 120 A8 CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROI/AL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR 15.16.120 A. 10 CARLSBAD MUNICIPAL CODE. (1) FINAL REPORT BY SUPERWSING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. All EROSION CONTROL, SLOPE PLANTING AND /RR/CATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE ANO THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. Tl-IE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. THE SOILS REPORT TITLED "UPDATE GEOTECHNICAL REPORT, PACIFIC WSTA COMMERCE CENTER (CARLSBAD OAKS NORTH BUSINESS PARK-LOT 23) CARLSBAD, CALIFORNIA" PREPARED BY GEOCON, DATED JUNE 14, 2017 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IS SAID SOILS REPORT. 36. IN ACCORDANCE WITH THE CITY SUSMP, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGES DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. 'tJ£CLARA TION OF R£SPONSIBL£ CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM.· SB&:0, INC. ADDRESS.· 3990 RUFFIN ROAD, SUITE 120 CITY, STATE.· SAN DIEGO, CA. 92123 TELEPHONE (858) 560-1141 BY.· MRON PARKER R.C.E. 68547 REGISTRATION EXPIRATION DATE.· 9-30-19 DATE SOILS £NGINE£R'S C£RTIFICAT£ I, EMILIO ALVARADO, A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF OCTOBER 2004 AND MAY 2017 TWO COPIES OF THE SOILS REPORT DATED JUNE 14, 2017, COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: ~ ?-Ol'ESS[a C __ ._/ .. _ ;;;-"'o ALv-11>.,, -~--~=--------~ 0 R.C.E. NO.: 66915 l I _ DATE.· /t) /Z... I r LICENSE EXPIRATION DATE.· { I, 0 I I 6 OWNER'S C£RTIFICAT£ No. 66915 CJvl\... OF" cP..'-~ 0 I (WE) HEREBY CERllFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERWSE OVER-ALL GRADING ACTIWTY ANO ADWSE ON THE COMPACTION ANO STABILITY OF THE SITE. GATEWAY PACIFIC Vltw, L.L.C., A DELAWARE LIMITED LIABILITY COMPANY BY RREEF AMERICA, L.L.C., A DELAWARE LIMITED LIABILITY COMPANY, ITS INVESTMENT ADVISOR GING DIRECTOR THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 209-120-25-00 OF THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: 1994-6252. R£F£R£NC£ ORA WINGS 415-9/ 415-9J 415-9W 415-9X SPECIAL NOTES FOR SPECIAL NOTES SEE SHEET 2. SH££T INDEX SHEET NO. 1 2 3-4 5-8 9-14 15 16-23 II DESCRIPTION TITLE SHEET NOTES, DETAILS ANO TYPICAL SECTIONS BMP DETAILS ROUGH GRADING PLANS STORM DRAIN PLAN AND PROFILES BMP PLAN RETAINING WALL PLANS -------- PACIFIC OCEAN SCALE.· 1 " = 200' LEGAL DESCRIPTION LOT 23 OF CARLSBAD OAKS NORTH PHASE 3 PER MAP NO. 16145. EARTHWORK QUANTITIES GRADED AREAS: CUT QUANTITIES.· FILL QUANTITIES: IMPORT: 26.1 AC. 8.3,250 C. Y. 92,350 C.Y. 9,100 C. Y, MAX. CUT SLOPE RATIO: MAX. FILL SLOPE RATIO: 2:1 2:1 QUANTITIES SHOWN ARE FOR ESTIMATION PURPOSES ONLY. QUANTmES ARE GEOMETRIC ONLY AND DO NOT INCLUDE SHRINKAGE AND BUILDING FACTORS. SOURCE OF TOPOGRAPHY BASE TOPOGRAPHY WAS GENERATED BY AERIAL TOPOGRAPHIC SURVEY BY SAN-LO AERIAL SURVEYS ON MARCH 14, 1996. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. POST-CONSTRUCT/ON BMP TABLE AWARA PKWY. ~ POINSETTIA LANE VICINITY MAP NOT TO SCALE S. MELROSE OR. L£G£NO ~ EXISTING EXISTING STORM DRAIN PIPE EXISTING TYPE ':4-4" CLEANOUT EXISTING TYPE "B-1 " CURB INLET EXISTING CONTOUR EXISTING CURB AND GUTTER EXISTING STRIPING EXISTING G4S EXISTING ELECTRIC EXISTING SEWER MAIN EXISTING WATER MAIN EXISTING RECLAIMED WATER MAIN EXISTING FENCE EXISTING STREET LICHT EXISTING FIRE HYDRANT :-::i ··-----296 _____ __,, Ci ' -----[_ --s -------\✓ ·--Rlt/ --x--x ()---tJ- :,,0~ STORM WATER TREATMENTS THAT APPLY.· □ STANDARD STORMWATER REQUIREMENTS 181 PRIORITY PROJECT REQUIREMENTS EXEMPT FROM HYDROMOOIFICATION □ YES I.D. 1-5 6 TYPE BIOFILTRATION TC-32 DETENTION TC-22 TOTAL LOT AREA = 26. 1 AC. TOTAL DISTURBED AREA = 26. 1 AC. DESCRIPTION TREATMENT AND HMP CONTROL HMP CONTROL OWNERSHIP PRIVATE PRIVATE 181 NO MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY BMP MAINTENANCE 15 2 TIMES PER AGREEMENT YEAR (MINIMUM) BMP MAINTENANCE 15 2 TIMES PER AGREEMENT YEAR (MINIMUM) WORK TO 8£ DON£ THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING ANO PREPARATION 00 AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORTS, All AS SHOWN OR 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, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. STANDARDS ANO SPECIFICATIONS 1. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD ENGINEERING STANDARDS. 3. THIS SET OF PLANS. 4. SOP 2017-0002 DATED JULY 21, 2017. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT ANO RECOMMENOAllONS BY GEOCON INC. DATED JUNE 14, 2017. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY SB&:O INC. DATED J.O-JJ.-17 WOID NO . .il1C 38\'1_.,.S_,•t __ 9. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY SB&:O INC. DATED LO-J:..(,-_J:L_ 10. CALIFORNIA STORM WATER QUALITY ASSOCIAllON BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. L£G£NO DESCRIPTION OWG. NO. SYMBOL QUANTITY PROJECT BOUNDARY CENTERLINE CURB AND GUTTER LOT LINE DIRECTION OF DRAINAGE CONCRETE DITCH EASEMENT LINE SLOPE (2:1 MAX) CURB PROPOSED CONTOUR DAYLIGHT LINE SUBGRADE £LEI/AT/ON RETAINING WALL (MASONRY) RETAINING WALL (SEGMENTAL) TOP OF CURB ELEVATION FINISH SURFACE SPOT ELEVATION FINISH GRADE SPOT ELEVATION FLOWLINE ELEVATION TOP OF WALL ELEVATION JO" HOPE STORM DRAIN PIPE 24" HOPE STORM DRAIN PIPE 18" HOPE STORM DRAIN PIPE 12" HOPE STORM DRAIN PIPE 12" RCP STORM DRAIN PIPE 18" RCP STORM DRAIN PIPE STORM DRAIN HEADWALL PRIVATE STORM DRAIN CLEANOUT PRIVATE STORM DRAIN CLEANOUT PRIVATE CURB INLET( If 'x •{ ') PRIVATE CURB INLET PRIVATE GRATED INLET PRIVATE BOX AR&I DRAIN RIP-RAP OUTLET CONTROL STRUCTLIRE ROOF DRAIN LATERAL CONNECTION 0-75* C-6, C-7 (SORSD) SHEETS 16-23 HOPE WATERTIGHT IB (PER ASHTO) HDPE WATERTIGHT IB (PER ASHTO) HDPE WATERTIGHT IB (PER ASHTO) HOPE WATERTIGHT IB (PER ASHTO) HDPE WATERTIGHT IB (PER ASHTO) HDPE WATERTIGHT IB (PER ASHTO) D-34 (SORSO) --~1---- \~UT -1'7LZ---'~ 385.0 S.G. 120.0 r.c. • 120.0 F.S. ' 120.0 F.G, • 120.0 f. • 120.0 r.w._ • ====~ 0-9 TYPE ':4-4" (SDRSO) = ==!B== = D-10 TYPE "B-5" (SORSO) = ===0== = D-2 TYPE "B" (SDRSD)* = ===G:J 0-3A TYPE 't'" (SORSD) = ===le] 0-8 TYPE "G" (SDRSD) = ==[O:::= = PER PLAN D-40 (SDRSD) DETAIL ffi ---@ ROOF DOWN DRAIN ~ py,: C.VILS INU':1 0·2 ·rYPe i•I (oN/!v/,rlt,)* ~ 250 L.F. 600 S.F. 8, 100 S.F. 482 L.F. 1,842 L.F. 922 L.F. 106 L.F. 25 L.F. 19 L.F. 7 EA. 8 EA. 1 EA. 7 EA. 4 EA. J EA. J &I. 9 EA. 4 EA. Z tA, * AS MODIFIED BY THE CITY OF CARLSBAD STANDARD DRAWINGS, VOLUME .3, CHAPTER 2. u z f 1L.f\N,"'JtNG ENCINC:.E::RING SURVEYING 3990 Ruffin Road, Suite 120 San Diego, Ca. 92123 85&580-1141 85&560-81 57 Fax 72882.20 M1-;;iARh:-✓ DATE 11 AS BUILT" IL+ ik..- R~E C G8547 EXP, q-30-/q /1 REV:'E'.l,l,l), BY, ( L IVDV {j's_;(/\, ) ) -INSPECTOR DATE · DATE (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTLIRBANCE SUCH AS VEHICLE ANO EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS) TOTAL REPLACED IMPERVIOUS AREA = 0 1 sH,EET I CITY OF CARLSBAD ~ f----l----t-----------------1---1---.J----l-----l ENGINEERING DEPARTMENT 3 l---+----+----------------~l----+---1----.1-----1 1---1---l-----------------+----l---+---l-----l ROUGH GRADING PLANS FOR: TOTAL PROPOSED IMPERVIOUS AREA = 2.J.5 AC. CITY BENCHMARK: DESCRIPTION: 2" ALUMINUM DISC. STAMPED C.P S CONTROL PT. 2002. LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, .JOO FEET WEST OF MELOROSE DRIVE RECORD FROM: R.O.S. 17271 (PT. NO. 71) ELEVATION: 444.00 M.S.L. DATUM: N.C. VO. 1929 PACIFIC VISTA COMM£RC£ C£NT£R TITLE SHEET GR 2017-0039 ,· • 3-26-fq 11.P. AS-BUILT APPROVED: (.L~'I, 11 ~-+ JASON ;i/;fi~7~T l-'6'-'•'lcc1c_·._.-l8-+-.._A.._. P.._. -1w.~1~\~f:_.:V_._l::.CS[~()'-S--.,1/._..E'.c"-["75,_,_4,c.c6.,_, 8...,,_._l.._2 '". '1,_..0_...{)_,$,.,,,Pcct._,,W."'flc,,.lK'.'__+----1----¥-Ji.< f,l-;.f'!'.tP,L+=:S:::::~_._< --1 CITY ENGINEER/ PE 63912 EXPIRES 9/30 /18 o'A TE IINP£RfJRI/IN;O/!leri: S./J. l!NE 'F',' OWN BY: SB&O PROJECT NO. DRAWING NO. DATE INITIAL DAlE INITIAL HK BY V/. REVISION DESCRIPTION cRVWDD BY:. SOP 2017-0002 505-4A OTHER APPROVAL CITY APPROVAL DAlE INITIAL ENGINEER OF WORK AS-BUILT ' ' ' I__. 0 ..... N w CJ JJ ~ z ti) 2 C s: ca m :0 CJ :0 ~ z ti) z C :s: [)J m :0 CJ :0 l> ~- 2 ti) z C s 00 . .m JJ Oij ~ Ufl q~ ~ I ca ~ R/W 72' R/W f 10' 26' 26' /0' I 5' 4.5' 4.5', 5' I ' I ' r2% 2J --2.. 2% 2% ~-r T---- TYPICAL S£CTION ~ £XIST. WHIPTAIL LOOP P£R DWG. 415-9J R/W NOT TO SCALE 30 M.P.H DESIGN SPEED T.l.=7.0 72' R/W 10' 26' 26' 10' 7' g' 10' /0' g' 7' 2% 2% ~ -~ --=c-:'.T'~ "" ---- VARIES~ ---2 ~ 2 = ::: . ""~;,~ --= :i ~ 3.5' (MIN.) 12" OR 16" r \ l() ~I UP TO 54"~-J 'I'' <oj ,~ STORM DRAIN / 8" RECLAIMED/ , ' r \ / y----WATER MAIN y ~/ '--.___/6" WATER MAIN A.C. PAV/NC WITH BASE WATER I 8" SEWER MAIN_/ TYPICAL STCTION ~ £XIST. WHIPTAIL LOOP {UTILITl£5_) P£R DWG. 415-9J 3' 17.5' PARKING NOT TO SCALE 24' FIRE LANE VARIES 1% MIN. 5% MAX. 15' PARKING 6" TYPE "G-2" CURB -=' -v-' ANO GUTTER 4" A.C. PAVING OVER 4" BASE T.l.=4.5 4" A.C. PAVING OVER 7" BASE T.l.=6.5 TYPICAL SECTION ~ ORIVEWA y 1)1 II NOT TO SCALE 10'± _?!I. BUILDING ':4" BUILDING "c" BUILDING "'c" 4" P.C.C. SIDEWALK BUILDING ':4. 4" P.C.C. SIDEWALK 6" TYPE 't'-1 11 CURB 14.5' 1 7. 5' PARKING 24' FIRE LANE 17.5' PARKING BUILDING ~" OR 1'8" 4" P.C.C. SIDEWALK 10'± 6" TYPE "G-2" CURB AND GUTTER BUILDING 'fl,, 4" P.C.C. SIDEWALK 10'± 1'-!. 6" TYPE "G-1" CURB 4 " A. C. PAVING OVER 4" BASE VARIES 1% MIN. 5% MAX. 4,, A. C. PAVING OVER 7" BASE T.l.=6.5 _?!I. 6" TYPE "G-1" CURB TYPICAL SECTION ~ ORIVEWA Y ''B'' 17.5' PARKING NOT TO SCALE 24' FIRE LANE 15' PARKING VARIES 1% MIN. 5% MAX. ,>-·c, 9i ,s,_ --0".Sa FINISHED SURFACE <::,;.,,Jfri.-;s, 4" A.C. PAVING OVER 4" BASE T.l.=4.5 TYPICAL SECTION ~ ORIVEWA Y ''C" NOT TO SCALE 1' -6" TYPE ''G-2" CURB AND GUTTER 60' 2% . ' . 60' VARIES 72'± 6" TYPE "G-1" CURB 70'± ~RIES 1% MIN. 5% MAX. . " '., ...,...p;:\ -t'.-:,\ 7" P.C.C. PAVING OVER SUBGRAOE AT 95% R.C.(SEE GEOTECH RECOMMENDATIONS) 15' PARKING TYPICAL SECTION ~ ORIVEWA y 1'/) II NOT TO SCALE 120' VARIES 7" P.C.C. PAVING OVER SUBGRADE AT 95% R.C.(SEE GEOTECH RECOMMENDATIONS) TYPICAL SECTION ~ ORIVEWA Y "£11 17.5' PARKING 2%± - NOT TO SCALE 24' FIRE LANE ( FINISHED SURFACE 5%± ~ 4 " A. C. PAVING OVER 7" BASE T.l.=6.5 17.5' PARKING 4" A.C. PAVING OVER 4" BASE T.l.=4.5 TYPICAL SECTION ~ ORIVEWA Y 11"11 If: VARIES 6" TYPE "C-1" CURB If: VARIES 1-E 17.5' PARKING NOT TO SCALE 24' FIRE LANE VARIES 1% MIN. 5% MAX. 4" A.C. PAVING OVER 4" BASE T.l.=4.5 17.5' PARKING TYPICAL SECTION ~ ORIVEWA y 11(;1' 75' PARKING NOT TO SCALE 24' ARE LANE 17.5' PARKING ,>-'C> 9t;· VARIES 1% MIN. 5% MAX. -<>~ FINISHED SURFACE <'.,,--t-:J~ 4" A.C. PAVING OVER 4" BASE T.l.=4.5 -<iV::--\ .-.. TYPICAL SECTION ~ DRIVEWAY 'i{1' NOT TO SCALE 7.5' If: VARIES 6" TYPE "G-2" CURB AND GUTTER BUILDING "B" 6" TYPE "G-2" CURB AND GUTTER ~RIES 6" TYPE "G-2" CURB ANO GUTTER EASEMENT NOTES <i> PROPOSED WATER EASEMENT 0 EXIST. EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY AND INCIDENTAL PURPOSES, RECORDED JANUARY 23, 2007 AS INSTRUMENT NO. 2007-0047586 OF OFFICIAL RECORDS. NOT£: ALL STRUCTURAL SECTIONS SHOWN HERE ARE PRELIMINARY ONLY. FINAL STRUCTURAL SECTIONS SHALL BE BASED ON R-VALUE TEST BY CEOTECHNICAL ENC/NEER. ., SPECIAL NOTES: THE FOLLOW/NC NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER's SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES BOTH VERTICAL AND HORIZOND4L PRIOR TO COMMENCING GRADING OPERATIONS. 2. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISION IS NECESSARY BECAUSE OF LOCATION OF EXISTING UTILITIES . 3. LOCATION AND ELEVATIONS OF IMPROVEMENTS. TO BE MET BY WORK. SHALL BE CONFIRMED BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION OF NEW WORK. 4. GRADES SHOWN ARE FINISH GRADES, CONTRACTOR SHALL DETERMINE NECESSARY SUBGRADE ELEVATIONS AND SHALL CONSTRUCT SMOOTH TRANSITION BETWEEN FINISH GRADES SHOWN. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE CITY, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 6. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR COMPLIANCE WITH THE PROVISIONS OF THE SD4TE OF CALIFORNIA SAFETY ORDERS. 7. QUANTITIES SHOWN ON THIS PLAN ARE FOR BONDING AND CONTRACTOR CONFIRMATION PURPOSES ONLY. THE CONTRACTOR IS TO ESTIMATE HIS OWN QUANTITIES FOR BID AND NOTIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING WHETHER (OR NOl) THE FIELD CONDITIONS AT STORM DRAIN INLETS AND OUTLETS ARE PER THE APPROVED PLANS. IF FIELD CONDITIONS DIFFER FROM THE APPROVED PLANS, THE CONTRACTOR SHALL CONTACT THE SITE SUPERINTENDENT SUFFICIENTLY AHEAD OF CONSTRUCTION TO ALLOW REVISIONS TO THE PLANS. AND (TO OBD4/N} PUBLIC AGENCY APPROVAL, IF REQUIRED, PRIOR TO CONTRACTOR INSD4LLING STORM DRAIN STRUCTURES. 9. IF ANY EXISTING HARDSCAPE OR LANDSCAPE INDICATED ON THE APPROVED PLANS IS DAMAGED OR REMOVED DURING DEMOLITION OR CONSTRUCTION, IT SHALL BE REPAIRED AND/OR REPLACED IN KIND AND EQU/~LENT PER THE APPROVED PLANS BY THE OWNER/PERM/TT££ 10. ALL EXISTING UTILITIES OR STRUCTURES ARE INDICATED HEREON BASED ON INFORMATION OF RECORD. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ARRANGEMENTS FOR THE RELOCATION OR REMOVAL OF EXISTING UTILmES AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINWNING ALL S. W.P.P.P. (N.P.D.£S.) DOCUMENTS ONSITE AS REQUIRED TO COMPLY WITH LOCAL AND SD4TE REQUIREMENTS. 12. ALL RETAINING WALL SUBDRAINS SHALL BE INSTALLED PER SPECIFICATIONS OF THESE PLANS OR GEOTECH RECOMMENDATIONS AND SHALL BE CONNECTED OR STUBBED TO NEAREST STORM DRAIN PIPES. 13. IMPERVIOUS LINERS FOR BMP's SHALL BE FULLY WATER TIGHT. ALL JOINTS SHALL OVERLAP 72" MIN. AND BE SEALED. LINER SHALL BE SEALED WITH MASTIC TO ALL STRUCTURES. ALL PENETRATIONS SHALL BE SEALED. LIST OF ABBREVIATIONS EXIST. R/W TYP. F.G. T.C. F.F. S.G. AC. f f I[ MIN. DIA. S.F. LP. R.C.P. T.W. S.M.H DEPT. HP. F.S. C.B. EXISTING RIGHT-OF-WAY TYPICAL FINISHED GRADE TOP OF CURB FINISHED FLOOR SUBGRADE ACRE PROPERTY LINE CENTERLINE FLOW LINE MINIMUM DIAMETER SQUARE FEET LOW POINT REINFORCED CONCRETE PIPE TOP OF WALL SEWER MANHOLE DEPARTMENT HIGH POINT FINISHED SURFACE CATCH BASIN c.o. D.G. P.C.C. STA. owe. MAX. ELEV. o.c. SIM. ST. LT. PVT. OWY. PKWY. s.o.c.o. CTR. MOD. s.c.o. U.N.O. /.£ C. Y. A.C. CLEANOUT DECOMPOSED GRANITE PORTLAND CEMENT CONCRETE SlJiTION DRAWING MAXIMUM ELEVATION ON CENTER SIMILAR STREET LIGHT PRIVATE DRIVEWAY PARKWAY STORM DRAIN CLEANOUT GUTTER MODIFIED SEWER CLEANOUT UNLESS NOTED OTHERWISE INVERT ELEVATION CUBIC YARD ASPHALT CONCRETE MIRAA 140N FILTER FABRIC AT ROCK/SOIL INTERFACE ~RIES 6 • TYPE "G-2" CURB AND GUTTER • <o HOPE PIPE COMPACTED SOIL (PER PLAN) NOT£: SEE PIPE MANUFACTURES FOR ADDITIONAL INSTALLATION REQUIREMENTS TYPICA L DETAIL ~ HOP£ SB . u 2 PL.A.NNING ENGINEERING SURVEYING 3890 Ruffin Road, Suite 1 20 San Diego, Ca. 92123 858·560-1141 858-560-B1 57 Fax 72862.20 Af,,Vvw} i~ /C-30·11 MRONPARK, DATE NOT TO SCALE 3-26-/q A.P. AS-811/LT DATE INlllAL ENGINEER Of WORK REVISION TRENCH DESCRIPTION DATE INlllAL DATE INlllAL OIBER APPROVAL CITY APPROVAL 11 AS BUILT" ~ ,iki..-:f-Zf;-lq I RCE C/38547 EXP, q-30-1'1 DATE /l R~a-7uvt "'l ~/y;ftf ''INSPECTOR 'I DATE I S~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 3 ROUGH GRADING PLANS FOR: PACIFIC VISTA COMMERCE CENTER NOTES, DETAILS AND TYPICAL SECTIONS GR 2017-0039 . APPROVED: f I 'A' .. JASON S. tiDERT •• V /I I t,,0/7 , CITY ENGINEER' PE 63912 EXPIRES 9/30/18 DATE DWN BY: SB&O PROJECT NO. DRA'MNG NO. CHKD BY: vl.. RVWD BY: SDP 2017-0002 505-4A I AS-BUILT ' CJ :0 ~ 2 GJ 2 C s R1 :0 CJ :0 );, ?:: 2 GJ 2 C s l)J m :0 CJ :0 J:., . ?:: 2 (jJ 2 C 5 Ill m :0 030118 I\J i ~ 0 ..., U,,J I\J ~ w ~ ~ )>..o 7.5' 2.0% 6" CURB AND GUTTER ' SUBDIVISIONl' BOUNDARY {397.0)± 387.5 18" MIN. £MB£DM£NT~~ (ANCHOR) 0 3.5' VARIES 17.5' TO 24.7' 1-------------'-'-'=::..__c-'--'-"----'--"---''-=--------------1 388.5 F.G. TO r::7 388.0 [1} 4 () '-' C () : .. <~ ,_1 ••• :_-,: 5' I WS£L MAX= 388. 0 387.0 F.G. 0 391.8 F.G. n· 1 CO'; J,' ~,. ~~ 18" MIN. £MB£DM£NT (ANCHOR) S.G.=384.5 A TYPICAL DETAIL ~ BIOFILTRATION BASIN NO. 2 382.8 F.G. TO 378.4 F.G. 18" MIN. £MB£DM£NT -- (ANCHOR) 3 376.0 5' B 3 SCALE: 1" = 4 '(H)(V) VARIES 40' TO 61' 0 0 0 0 □ o o u a g S.G.=370.0 TYPICAL DETAIL ~ BIOFILTRA TION BASIN NO. 3 SCALE· 1" = 4 '(H)(V) 377.0 18" MIN. ---..-=£M8£DM£NT (ANCHOR) OPEN SPACE 382.5 F.G. TO 385.5 F.G.) EXIST. ~(n• 1) _,-' GROUND -,,;-:" , te ' I 3' BENCH 2' S.G.=375.5 372.0± F.G. TO 382.0 F.G. F 3 VARIES 12' TO 53' .J.-,, WS£LMAX= 379.75 378.0 F.G. 378.50 S£GM£NTAL---- R£TAINING WALL 381.3 F.G. BOTTOM OF WALL FOOTING AT LEAST 7' TO FACE OF SLOP£ (DAYLIGHT) 378.5 18" MIN. £MB£DM£NT ---~ (ANCHOR) .... · .. ·.· ·.· .. ·.·.· ....... ~~": . . .. . . .. . . . . .. h""r+r-r'~-·rr'ri''rr'rr'i-A ~~ 18" MIN. £MB£DM£NT (ANCHOR) ~-0 S.G.=375.5 S.G.=375.5 E TYPICAL DETAIL ~ BIOFILTRA TION BASIN NO. 1 3 2· L (MIN.) 380.0 F.G. Wl£R=379.0 SCALE· 1 " = 4 '(H)(V) SCALE· 1" = 40'(H), 1" = 8'(V) BIOFILTRATION DETAIL NOTES [I) PLANTING PER LANDSCAPING PLANS. @ 30 MIL P.V.C. LINER. ALL JOINTS TO 8£ SEALED WITH 12" MIN. OVERLAP. SEAL ALL PENETRATIONS. QJ 4" SLOTTED P.V.C. SUBDRAIN (ASTM D-3034), 3" MIN. FROM BOTTOM. SUBDRAIN WRAPPED IN MIRAFI 140N FABRIC "SOCK: S. G. =372. 15 2.0% VARIES 7.2' TO 25' I 2.0% R/W I 0 OUTLET CONTROL STRUCTURE WIT!-/ GRATED TOP PER DETAIL ffi. 0 ORIFICE PLAT£. SE£ DETAIL (I). 6" CURB AND GUTTER 370.0 F.G. 7V 375.8 F.G. 363.5 18" MIN. £MB£DM£NT-C:::- (ANCHOR) OPEN SPACE te I VARIES 40' TO 61' 364.0 5' 363.0 F.G. 7 S.G.=357.5 C TYPICAL DETAIL ~ BIOFILTRATION BASIN NO. 3 SCALE· 1" = 4 '(H)(V) 4.5' BENCH 365.0 12:1 ~--~ ...__--'°'" 18" MIN. £MB£DM£NT {ANCHOR) 4 ' _,, \ \ SEGMENTAL--------..__ RETAINING WALL 380.65 ~- . \ VARIES 2~ TO 30' . ,\ ~ 359.0 F.G. TO 369.0 F.G. 2.0% WHIPTAIL LOOP 376.85 WS£LMAx= 376.35 374.65 F.G. 375.65 -.J.·/-f='===='----h~::::!....:::~+-¥--P.::::;::::===::;=-----~, _j: j • ~ v;:__ _...--or<i,,"/!;;:---~;:---i[l!..c-------:~(-B=O=TT,=O~M~OF WALL FOOTING AT LEAST 375.15 ~""' 375.65 18" MIN. ~---- £M8£DM£NT (ANCHOR) '\ "'. '\ ,,, D TYPICAL DETAIL 3 '\ .,, :, -l() QJ c::i 11 • <' l() c::i 0 ~~ 18" MIN. £M8£DM£NT (ANCHOR) 372.15 S.G. ~ BIOFILTRA TION BASIN NO. 5 SCALE· 1" = 4'(H)(V) 7' TO FACE OF SLOP£ (DAYLIGHT) . 0 2 PL.ANNING ENGINEERl'\JG sun\/EYING 3880 Ruffin Road, Suite 1 20 San Diego, Ca. 82123 86B-6B0-1141 66&560-6157 Fax 72B82.20 DAT£ 3-26-fq DATE 0 OUTLET PIP£ SE£ STORM DRAIN, SHEETS 9-14. [Z] CLEANOUT PER SDRSD SC-01. RIM= F.G. + 0.5' 0 INSTALL WELL AGED SHREDDED HARDWOOD MULCH THAT HAS 8££N STOCKPILED OR STORED FOR AT LEAST 12 MONTHS. MULCH MUST 8£ NON-FLOATING. @J FILTER COURSE TO BE 3" CLEAN AND WASHED SAND (ASTM NO. 33) OVER 3" LAYER OF ASTM NO. 8 STONE iZg SOIL MEDIA, INFILTRATION= (BSM SPECIFICATION PER APPENDIX G OF COUNTY OF SAN DIEGO L.lD. HANDBOOK JUN£ 2014) PER COUNTY OF SAN DIEGO L.I.D. HANDBOOK: SANDY LOAM BSM COMPOSmON SAND SAND SILT CLAY COMPOST VOLUME 65% 20% 15% W£/GHT 75%-80% 10% MAX. 3% MAX 9% MAX.1 9% COMPOST BY W£/GHT RESULTS IN APPROXIMATELY 5% ORGANIC MATTER BY W£/GHT. IZZJ AGGREGATE STORAGE LAYER ASTM NO. 57 ROCK. ~ 2-SACK SLURRY BACKFILL AROUND STORM DRAIN LINE, PIP£ ZONE SLURRY BACKFILL TO START AT STORM DRAIN BOX AND EXTEND AT LEAST 5 FEET BEYOND SLOP£ FACE i9 SEAL PVC LINER AROUND PIPES: US£ A PIP£ BOOT AND PVC SKIRT TO SEAL ALL LINER PENETRATIONS FOR PIPES, PVC SKIRT SHOULD BE SEALED TO TH£ PARENT LINER PER MANUFACTURER's RECOMMENDATIONS (TYPICALLY A WEDGE WELDER). Tl-/£ PIP£ BOOT SL££V£ SHOULD B£ ATTACHED TO TH£ PIP£ USING BUTYL TAP£ AND STAINLESS STEEL BAND CLAMP. ATTACH TH£ LINER TO CONCRETE STRUCTURES: 1. PREPARE A PVC SKIRT FOR CONCRETE STRUCTURE 2. ATTACHED TH£ LINER TO THE CONCRETE STRUCTURE USING A STAINLESS STEEL BATTEN STRIP. ALSO ADHERE TH£ LINER TO TH£ CONCRETE USING A WATER PROOF "AS BUILT" ADHESIVE PER Tl-/£ MANUFACTUR£'s RECOMMENDATIONS (TYPICALLY A POLYURETHANE). 3. TH£ PVC SKIRT TO BE SEALED TO Tl-/£ PARENT LINER PER MANUFACTUR£R's b-, (l~ RECOMMENDATIONS (TYPICALLY A WEDGE WELDER). 3-26-fq IZ±J COMPACTED ALL RCE C68547J EXP, Cf-30·/q DATE Ro/?111) _B~ Ii f/14/!f .rt!': 1' W}t---=:i = = " • I I ' INSPECTOR ,DATE I SHJET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 3 ROUGH GRADING PLANS FOR: PACIFIC VISTA COMMERCE CENTER BMP DETAILS GR 2017-0039 _ APPROVED: a 1 }t;tpf JASON S/, <_:&:LDERT .. . /IJ'lo/7 CITY ENGINEER' PE 63912 EXPIRES 9/30/18 QAtE A.F' AS-8UILT DWN BY: SB&O PROJECT NO. DRAWING NO. INITIAL DATE INITIAL DATE INITIAL CHKD BY:-0<. ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL Cl1Y APPROVAL RVWD BY: SDP 2017-0002 505-4A AS-BUILT CJ :0 i z fj) z C s [jJ m :0 CJ :0 i z fj) z C s t1J m :0 CJ ~ z fj) z C s t1J m JJ OJO 1'i 8 ~ w ~ ~ 0 2 -h U,il N 0~ w ~ ~ )>JJ ALUMINUM GRATING PANEL RIM = 375.65 ELEVATION F.G. ELEV. = 372.0 BTM. BASIN ORIFICE NO. 2 374.75 I 0.25' I I I ORIFICE NO. 1 I DIA. = 0.08' I DIA. = 4" 4" SUBDRAIN 370.o I .) I I I I I I I ---~ / / / MIN. 4' CLEAR INSIDE FACE GRATE SIZE = 4' x 4' f, -(j -er rr " //::: "j· :::::'-' FLOW CONTROL ORIFICE PLATE B 4 J} 1,-~OUTLET DIAMETER , C,\, cJ AND I[ PER PLAN k C,l-- lJlll\· 1,-yf'i 11f,IO ALUMINUM OR S.S. I/ ANGLE 1/4" MIN. I P-19-2 ALUMINUM GRATING PANEL ORIFICE PLATE MOUNTED AT SUBDRAIN CONNECTION TO OUTLET STRUCTURE f f/4" X f/4" • .. " • "j 4 - 4 .t, 4 ' 4 4 NOTES .. 4 2" 8" REINFORCED CONCRETE WALL 4 1 4" 4 4 4 ALLOY 6061-T6 OR 606.J-T6 PER A. S. T.M. 8221 {Mill FINISH} 4' MAX CLEAR SPAN 1. PROVIDE A MINIMUM 2 PANELS PER STRUCTURE. PANEL WIDTH NOT TO EXCEED 48: 2. PROVIDE S.S. SAOOLE CLIP HOLD DOWN WITH 1/4" DIAMETER BOLTS. 3. HOLD DOWN LOCATIONS SHALL BE 6" FROM END OF EACH PANEL SECTION '~ -A " NOT TO SCALE 2" MIN. 0 0 NOTES MOUNTING HOLE TYP. (¼"DIAMETER) SUBDRAIN. SIZE PER SCHEDULE/DETAIL LOW FLOW CONTROL OPENING. PER SCHEDULE OR DETAIL 1. PLATE SHALL BE RIGID PLASTIC SHEETING (¼" THICK CLEAR ACRYLIC) OR ALUMINUM (o. 10· MIN.} 2. PROVIDE NEOPRENE RING GASKET (.JO DUROMETER) WHEN MOUNTING TO CONCRETE SURFACES. .J. MOUNTING HARDWARE SHALL BE STAINLESS STEEL B FLOW CONTROL ORIFICE PLAT£ 4 NOT TO SCALE ffi #4 AT 6" O.C. -, "D" 365.22 I[ , G. B. .J.· 1 " " .;1-1.+-t---~ 2: 1 "'> ct=--,::'.1· :..+r=:==---1===!-t==-W~ ,1, I DETAIL ~ DETENTION BASIN OUTLET NOT TO SCALE 1" CLEAR (MIN.) I .67' 3" lEAR MIN. {TYP.) BASIN CONTROL STRUCTURE SCHEDULE #3 AT 12" O.C. 1~ (TYP.) 0.50' WIDTH ~ BASIN GRATE F.G. RIM SUBDRAIN NO. SIZE ELEl&ITION ELEVATION BF-2 4 1 X 4 1 387.0 387.5 4" BF-3 4' X 6 1 375.0 375.5 4" BF-4 4' X 5' 363.0 36.J.5 4,, DOUBLE NOT£ 1. SEE SHEET .J FOR FOR BASIN CROSS SECTIONS. ALUMINUM GRATING PANEL RIM ELEVATION A 1----~~~-----1 SUBDRAIN ORIFICE W = 5' SUBORAIN ORIFICE NO. 1/WEIR #4 AT 12" O.C. (PR/NC. TOP ST'L) ~#4 AT 12" O.C. PLATE OPENING DIA. I[ ELEVATION NOT£: 1.75" 1.5" 2· 384.75 370.25 357.75 NOTES 1. CONCRETE SHALL BE 560-C-3250. W = 6' #4 AT g" 0.C. W = 7 1 #4 AT 8" O.C. INCORPORATE SIDEWALK INTO TOP OF UNDERDRAIN AS INDICATED IN PROFILE. £ SECTION ~ R£V£RS£ SIDEWALK UND£RDRAIN 4 NOT TO SCALE 11 1 1/2" .,~ ,, I 1 4 • R. ~ I<) 2. FLOOR AND WALL THICKNESS SHALL BE 8~ .J. WALL REINFORCEMENT SHALL BE #4 @ 18" VERT. WITH #4 @ 8" HORIZ 4. FLOOR REINFORCING SHALL BE #4 @ 8" ON CENTER EACH WAY. 5. MAINTAIN 1 ½" MINIMUM CLEAR SPACING BETWEEN REINFORCING AND CONCRETE SURFACE. MANHOLE PER SDRSD M-2, D-25 WIDH H 4 F DETAIL ~ 4 16" R. . 4 C 4 NOT TO SCALE REINFORCING STEEL 0 CLEAR FACE PLATE ~ ~ .. ; .. ~-. ·4-' . 24" s3' ~ ~ ~ 6. EXPOSED EDGES OF CONCRETE SHALL BE ROUNDED WITH A RADIUS OF ½ ". 7. PIPE ENDS SHALL BE ROUNDED PER REGIONAL STANDARD DRAWING D-61. 1 1/8" HOLE IN PLATE ADJUSTING NUTS TO BE TIGHTENED AND SECURED IN PLACE WHEN STEEL PLATE ANGLE IS IN ~~ F.G. ELEV. BTM. BASIN I SUBDRAIN I 8. SUBDRAIN SHALL BE P.V.C. SLOTTED SCREEN (SCH. 80) SIZE PER SCHEDULE. SLOT WIDTH SHALL BE 1/32" WITH 5 SLOTS PER ROW AT ½" SPACING (20 SLOTS PER LINEAR FOOT}. FLOW CONTROL ORIFICE PLATE PER SCHEDULE .1 - - - - - - - -~---+-- MIN. 4' CLEAR INSIDE FACE SEE SCHEDULE ABOVE RIGHT DETAIL ~ BIOFILTRATION OUTLET NOT TO SCALE OUTLET DIAMETER ANO I[ PER PLAN .J ~2 "B" 4 • . 0.50' -r PROPER POSITION 1 /2" DIA. STIRRUP, 4 ;;i WELD AS SHOWN ~ ~ ' ~ ~ t3 02 '-",.--'----~-~-------L~ • ,,.,a .. DETAIL ~ CURB SUPPORT NOT TO SCALE 1 1.5' 1.5" MODIFIED CURB SUPPORT DETAIL PER STD. DWG. 304 3.0' . 4. .• ,l • -0.50' . . ' ~ ~ #4 #4 AT 6" O.C. C SECTION ~ WING AT R£V£RS£ 4 SIDEWALK UND£RDRAIN SCALE.· 1 " = 1 ' . • ~EXIST. 4.5" Q.D. · FIBER OPTIC V,4R/ES 0.60' TO 0.67' 4.5' #.J AT 12" 0.C. (TYP.) 12" LAP (TYP.) CONSTRUCTION JOINT (TYP.) 0.50'1 W = 5' #4 AT 12" O.C. (PR/NC. TOP ST'L) W = 6' #4 AT 9" O.C. W = 7' #4 AT 8" O.C. D SECTION ~ 4 4 4 4 " D-25 2.0% ~· 4 .q • "· LENGTH SEE SJIEET 12 R£V£RS£ SIDEWALK UND£RDRAIN TABLE ""---l , #4 AT 12" O.C. (PR/NC. TOP ST'L) 1" CLEAR {MIN.) .J" CLEAR MIN. {TYP.) • • • 7'-..7_ 17' WIDTH 0.50' ~4AT, NOT£: INCOR 1/0EWALK INTO TOP OF 'AIN AS INDICATED IN PR '5£ SIDEWALK UND£RDRAIN R/.WBENCH WIDTH 5.5'± 6' <1 ~µ;..\\ _<1.-- •. ' 4 • .,, . "' ' 4 .;1-1 ~ c:, ..,: ~ 2:1 FACE OF STRUCTURE 4 • 4 " 4 4 4 4 RIP-RAP NO. 1 BACKING, l=4.0' \ \ \ \ 0.67' 4 0. 2 BACKING ---r -10; W=4.5' \ (363.86) T.P., EXIST. 4.5" O.D. FIBER OPTIC \ \ "D,, BIO-RETENTION BASIN ~ ~ ' i';j ~ ~ ..,: ::,! ol ~ STREET fl. STATION OFFSET BENCH W. WIDTH WING W. LENGTH ':<I" WHIPTALE LOOP 2.J+.J4 . .J9 26' LT. .J' 4' 8' 21.5' 366.67 T.C. 365.84 H PROFILE ~ R£V£RS£ SIDEWALK UND£RDRAIN NOTES 4 NOT TO SCALE 0 FACE PLATE 5/16" x 10" ROLLED PLATE {ASTM A.J6} FORMED AS SHOWN (ALHAMBRA FOUNDRY NO. A-3911 OR EQU/V,4LENT} AND EXTEND LENGTH OF BOX 0 FACE PLATE ANCHORAGE 1/2" DIA. STEEL ANCHOR 42" O.C. {MAX.) PLACE AS SHOWN. 0 PROTECTION BAR: PLAIN ROUND STEEL BAR t" DIA. SHALL BE INSTALLED WHEN NORMAL CURB HEIGHT IS GREATER THAN 6: BAR SHALL BE EMBEDDED 5" AT EACH END. 0 SUPPORT BAR t" DIA. x 22" LONG WITH SQUARE HEAD AND HEX NUT, BEND AS SHOWN. SPACING SHALL NOT EXCEED 4 FEET. 0 All EXPOSED METAL PARTS SHALL BE GAL VAN/ZED. "AS BUILT" '"? f_~ RC~ C68547 ~XP. q-30-1'1 REV \./ED BY• , f'df7;Uv INSPECTOR DATE f----+--+------------+---J--.+------jf--___, I sH4EET I. _c~rT=Y=O=F~c=A~R~L=s=B~A_D~ ~3 _ ENGINEERING DEPARTMENT ~ . u z t------t---+-----------------+---+-----t---+-----1 ROUGH GRADING PLANS FOR: PACIFIC VISTA COMM£RC£ C£NT£R BMP DETAILS A DETAIL ~ DETENTION BASIN OUTLET PLANNING ENGINEERING Sl_,RVEYING 3990 Ruffin Road, Suite 120 PUBLIC IMPROVEMENT PLANS 3-26-/q A.I' APPROVED: 4 NOT TO SCALE 811 San Diego, Ca. 82123 858-550-1141 858-550-81 57 Fax 72862.20 ~ ~RK~ 6 '27 18 A.P. DATE AS-BUILT ' ' ' .II I CJ :a ~ z GJ z C $ C1J m :a CJ :rJ p ~ z GJ z C $ C1J m :rJ CJ :rJ ~ 2 GJ z C $ C1J ~ 0806'18 0 :rJ .i:,. ~~ c,- 0 z ... UI GJ N ~2 (,) •c ;~ m :a / I I I 397.92 ' 97,04 . ' ' 4" srpRJ,,1, L,W,Af -11gfjP-, // R D r!. i 5051 / (Jf/6.48 ( __,,~rf((((. ~~ ~-' pf , .c;s ,s:, !,""ET COW 88:6, , ,_, '<Ii ,,~ TROL. ,f{;Tf'/ ,Ci-tl+l'fir----'=.{' STRUCTURE 1.f..B'c.r;~7•5,-__~,,,_, '--/' 'i/#l#i---~ 1/ \ 396.;15 : \ -I---'..-,~ C Sl'ORM a 'AIN LINE 'H''-~~~~ ~ 12 ~ ~ ~ ~ ~ ~ ~ ('.~0€:/ 39 .1 rcc, 396.80 \ .•·· ,.•·~ ~~"1-~m, \ ,;-..~H~P~,--,\\ I\ \ 390.3 T. C. ~.· \\ SJ ·~t \ ' ,e; ~ / / / '3 / a :--e,.h l ~ \\ <:<'~ EXIST. S.D, C, 0. "9" ,..L- TO BE REMOVED --- 397.T:, S.D.C.O. I <'b "' ,,.%,~...,;~ II RffeOVt AN/J REPLACE~ if FXIST. STORM DRAIN (j\ Y.., "'---"---/I 398.7.1 \>r-r,,._ 7/4 399.Qf, 398.3: -~ II GRAPHIC SCALE I 40 0 40 80 ~ <;; ~ 0 1.5% 120 " 388.9 T.C. D D D S.D. INLET 386.9 T.C. LP. • • .!,,.. • 0 NOT£· REMOVE EXIST. DES/LT BASIN AND DRAINAGE FACILITIES I / I / ' I I S££ I ~ ~! F.S. 388.7 T.C. 0.5% 393.7 T.C. s.o. INLET 394.5 T.C. V .Lor 1.:J DPFIV SPACF" 1WAP ;VO 149:JO / EXIST.J GROUND MATCH EXIST. -,,_ PROJ£CT SIT£ TYPICAL S£CTION ~ TOP SLOP£ .Lor t:J AT PROPOS£D BOUNDARY NOT TO SCALE 40'± TO 50'± DPFJV SPAC'f MATCH EXIST. 2.0% 1WAP ;VO. 149:JfJ ~b,('::,,1"1'l" __ :;;~~-=~""""""' / I \ \ 1,.<0 \ \ ,.<,Y:;: EXIST.~ / GROUND 7 / PROJ£CT SIT£ 1.0% TO 1.5% / ~ 1/ //~ ~v ~ RD RD RO (j J, -~ C"-j'f/;' 392,7 T.C. vfZ H.P. r390.6 T.W. 'F.G, ~,IP'< ~ 390.6 F.G. 390.6 T.W. 388.7 F.G. 391.65 T.C. 390.6 T.W. 388.7 F.G. ~""' RETAINING WALL PER~ S.D.R.S.D C-5 ~1 "i 388.9 T.C. C_,,,1--;==!lb 390.6 T.W. 387.0 F.G. 386.7 T.W. 'F.G. DRIV£WAY SH££T S.D. INLET 385,1 F.S. ' .. OF cf>.\.. S.G. l~ STORM DRAIN LINE ',1-1" S£CTION ~ NORTHW£ST PROP£RTY LIN£ NOT TO SCALE ~ <;; l~-- c.; c.; G.B. 390.85 '-ROOF R/DG~ LINE BUILDING 'a , 0.5% lc-J.-~-RETAIN/NG WALL PER S.D.R.S.D C-5 388,5 T.C. "J'I0.27 S.G, 386.7 F.S. .~ "' 385.6 F.S. 384.5 F.S. G.B. a 7 \ /2 -12 12 . !J 2 384.7 F.S. 385,9 F.S. ~ F.S. 384.5 ~ 0,5% 382,Bq F.S. S.D. INLET "AS BUIL T 11 _____L;__~~ RCE C68547 EXP. q-30-lq 3-26-1"1 DATE Iii/SPECTOR I SH5EET I CITY OF CARLSBAD I SHEETS I 1-----t--+----------------+---+----t---+-----l ENGINEERING DEPARTMENT 23 l-----t--+----------------+---+----1---+-----l ROUGH GRADING PLANS FOR: PACIFIC VISTA COMM£RC£ C£NT£R ROUGH GRADING PLAN PLANNING ENGli'IEERING SL,RVEYING GR 2017-0039 3990 Ruffin Road, Suite 1 20 San □leg □, ca. a2123A __ PP_R_O_VE_D_:~~~'..!...!~~~---JA_s_o_N ;~{z~D()~RJ 656-560-1141 '7' 88B-56□-8157 Fax CITY ENGINEE PE 63912 EXPIRES 9 30 18 ·ATE 72882,2□ 3-ZG-/lf A.F' AS.,f3UILT 0 DWN BY: SB&O PROJECT NO_ DRAWING NO. ,/ DAlE INlllAL DAlE INlllAL DAlE INlllAL , fl' --'.=!==<:Z--.J/.f"V-'-'=,e__ __ --'!/(J~· 3c::Dc..,,·l7 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL L':~'.!~!!~D'c.D_'c~~~.:_: ='="'=·=.J SDP 2017-0002 505-4A MRON'ARl1£R DATE '-------'-----------------'-----'------'------------------__J AS-BUILT I j . ' ' - D JJ ~ 2 G) 2 C ~ ca m :0 D JJ l> ~ 2 G) 2 C ~ ca m :0 0 JJ ~ 2 G) 2 C ~ ca m :0 030Yi8 U'I i 0 ~ ..., ~ 11\J q: 'w ~ I ca ~ \ LDT 12 \ OP£;V SPA.CF ~ jJ.,;cJP )1 Q. 14El{!!___ \-,._~~CONSERVAT!rJN ~MENT --"~-~- PEI( F/~ 2oo!i~o2r;49 o REC MAY 1, 2005 384.5 F.S. RD S.D. 383.0 =_0=._5~= =--=-IM=-l=-ET=jJi==-~--. . __ = 384.3 F.S. RD RD ~-1-----:,-, STORM DRAIN LINE ':4 ll ,-,----ROOF RIDGE LINE BUILDING 383.7, F.S. . IJRIVE"WAY BUILDING SEE 383.5· F.S. 382.8 F.S. SHEET RD r----1 LJ 390.0 388.2 T.C. 388.3 T.C. S.D. INLET 385.9 T.C. HEADWALL HEAJWALL(C I I I I ~ 8 C._.,.._,,_/;\·-· .. ill . ... LDT-?-? 1WAP ;Vo. 18145 SEGMENTAL RETAINING WALL PER SHEETS 17 TO 23 PROJECT BOUNDARY (TYP.) (405.0)± D -.._-/./ -+--=, 4:.....-; S.D. INLET ,'!,. ~ I NOT£· SEE PRECISE GRADING PlANS DWG. NO. 505-4B/GR20I7-0043 FOR PUBLIC STREET IMPROVEMENTS INCLUDING DRIVEWAYS, CURB AND GUTTER, SIDEWALK, WATER SERVICES, ARE SERVICES, AND ON-SITE UTILITIES (PRIVATE WATER, PRIVATE ARE, AND PRIVATE SEWER}. 1 or ;;.,-1 ~ ~ T 1WAP ;VD 18145 NOTE: SEE DWG. NO. 415-9J FOR EXIST. WHIPTAIL LOOP IMPROVEMENTS. BUILD/NO "B" I I \j f..: 7398 j 7399 Le) DRIVEWAY 11H 11 ....: ~ 6" CURB-"f---:::: A SECTION 6 NOT TO SCALE 5' MIN. 3' If. P€R PLAN 8 TYPICAL SECTION 6 NOT TO SCALE ,.,., .,.--(_EXIST. Gf/OUN[l It. P€1? PLAN TYPICAL SECTION NOT TO SCALE ?·'·✓'·, 1~--.1_ (37/.0} ' ~ ff ;'~ ··~ ~,j ' °(. q, I • ® I , S.D.().0.1 BAqK OF SIDEWALK ' I f;:::7'---~-!1+--9-,.--l STORM DRAIN LINE i<" ~ ,/, / q. o' O' PIJ1.' (369.¢) . BACK; OF SIDEWALK ! "AS BUILT" · L tl..-.--I / r,•• --40 0 GRAPHIC SCALE I 40 RCE C685J7 EXP, q-30-l'f DATE 80 120 INSPECTOR 1---+---+-------------t---+--t----r---J I SH6EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 2 3 :=R=o=u==G==H;::'..;;G;;RAD=;=IN~G=P~LANS~~:;FO~R~:=======-===~ . l.l 2 f---JLANNING ENGINEERING SURVEYlf\-JG PACIFIC VISTA COMMERCE CENTER ROUGH GRADING PLAN 3990 Ruffin Road, Suite 120 APPROVED: JASON S-tiLDERT San Diego, Ca. 82123 AS L 85s-56 0-1141 3·ZG-rq A.P. ·BUI T -----"7~.,!L~:.k!ec.!:l<!-____ JI 11//l'r B5&5BD-B157Fax B·Z1·18 A,P. f i?l:PlAC£ S,{1, Lille 'F'WITHSIOl:WJJ,lK '7-Z ll ::!> CITY ENGINEE PE 63912 EXPIRES 9 30 18 ifAl£ 72862·20 le---UNPcl?Pl?AIN 0/iTll!L F/4. DWN BY: ~&O PROJECT NO. DRA'MNG NO. .J y DAlE INlllAL DAlE INITIAL DATE INITIAL CHKD BY "-,,Ji!._ g..,.,,.,_,, rv /P·'JIJ·/7 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD By;~~-SDP 2017-0002 505-4A MRON PARKE/? OAT£ c.::.::_:::::.:_.:::_=:J_ ______________ _J...::.::.:.::.:._.:.:_:_:.:::.:_:.:_L::.:..:__:..::.:..:.:::_.:.:::_1:.::= L''-'::-'=~-='-::::"-:::":=":=":="="::.'.:::=:=:=:=:=:=:=:=:'..:::::=:=:=::::::'... AS-BUILT ' O"l 0 -h C N w 0 ll ~ 2 G) 2 C s: Cl m ll 0 ll ~ 2 G) 2 C s: [lJ m ll 0 I 2 G) 2 C s: [lJ m ll 05 ~ ~ ~ q ~ I [lJ ~, J>-i:l OPEN SPACE J77.0 F.G. TO 38J.O F.G.) EXIST.~ l('l.'}.':11j.,) GROUND V 5 ,'---, ~~ \:> (J91J) ----l-' -.-, '. S.D.C.O. ' 381.40 It ' (388. Z) II I D D I I I I I ~ J91.J5 G.B. J90 .. 77 ;s.G. F.S. ~ ~ J91.0 5££ :1 HEADWALL 3 ~385.4) 383.0 F.G. 384.01 BIOFILTRATION BASIN NO. 1 AREA = 2,400± S.F SHEET ~1 DRIVEWAY ' "' ..., ~ llj '<'i S.D. <.:i fll J84.5 F.S. INLET 2.J% G.B. ----------J85.J ______ , F.S. ~-------, r/Ll ~ ~ J85.9 F.S. BUILDING 0.5)£ CROOF RIDGE LINE --- _-----i-,8-:,-1 STORM DRAIN LINE "D" 11 SEGMENlAL RETAINING WALL PER SHEETS 17 TO 24 . ET II S.D.C.0. £ 3 380.0 " 1 4 TON RIP-RAP PER WAY D-40, L=10, W=10 0.5% J87.5 T.W. - J82.5 F.G. -~==P-cLf-- N89"43'03"E CONCRETE SPILLWAY 8 WEIR=379.0 7 175.64' (J80.9I) (JBJ.08) OETENTION/HYOROMOO BASIN NO. 1 372.0 F.G., WSEL=375.65 107 j_;J OP§1V SPACF' 1}.0JP 1Vo. 14{):JB :1 S.D.C.O. ~ - VAf(.ffS ZG't MAX. VARIES ff' TO 24.2' 3' It BENCH 375.85 ('/,)),,,,,.,._ ? VARIES t'r'± MAX'. 375 85 TOP LINE"R <.:i I.( c:, N ~ "' ~ s ~~ i':'.i- d~ - OUTLET CONTROL STRUCTLIRE ;,,: \.._ ~ ::, ~ ~ i':'.i -WSEL -375.85 d \.._ " - 2 ' ' 3 7<f. fJ 1 F.G. SEGMENTAL--- RETA!NING WALL 381.2 F.G. 375.85 5 0.5% WALL NO. 1 OUTLET CONTROL STRUCTURE PER 2.0% J8J.2 F.S. J84.J F.S. S.D. INLET J84.1 F.S. S.D.C.O. J8J.O F.S. OVERFLOW WEIR 6" CONCRETE WITH ~I 4x4 -4/4 W. W.F. .«.,, ., ~'-~ 10' 0 TYPICAL SECTION NOT TO SCALE OUTSIDE EDGE--..___ OF SPILLWAY 1: 1 (lYP.) ---±l=c~sEE B/OF/LTRATION NOTES (SHEET 3) FOR LINER ATTACHMENT TO CONCRETE AND P. V. C. PIPE 4" SUBDRAIN O 0 BASIN 1 = 375. 75 { BASIN 5 = 372.4 f P. V. C. LINER DISCHARGE SUBDRAIN AT FACE OF SPILLWAY 2" P. V. C. SCH. 80 DETENTION BASIN BOTTOM = J72.0 ~~ 1/4 TON RIP-RAP 2.7' THICK 24 "x 10 "'---- CUT-OFF WALL BASIN 1 = 372.25 I[ BASIN 5 = 372. 1 { 24' BASIN NO. 1 14' BASIN NO. 5 SEE NOTE 2 NOT£: 1. CONCRETE SHALL BE 560-C-3250. 2. EXPOSED SPILLWAY SLOPE SECTION BASE AND SIDE SLOPES SHALL HAVE UNANISHED CONCRETE FACE WITH GROOVED SCRATCH AN/SH (1/2" WIDE x 1/4" DEEP HORIZONTAL GOUGES AT 2" VERTICAL SPACING) WITH RANDOM PLACED SURFACE AGGREGATE ANO ROCK SALT. 8 DETAIL -SPILLWAY 7 NOT TO SCALE '/~ </' ,:J,tfµi,"T e,o,t~J.. S"I'> Pe. fl. A/'{ !Z-1"1' 31&.t>, -w I -M 40 0 ' - GRAPHIC SCALE 1----■---•I 40 80 120 "AS BUILT" RCE CG8547 EXP. '1-30-/q /) I INSPECTOR 3·26•/'I DATE 18" MIN. EMBEDMENT:...c'----3_74_15 f£ (ANCHOR) ORIFICE --..__:_::oa-..18" MIN. EMBEOMENT (ANCHOR) I SH7EET I CITY OF CARLSBAD I SHEETS I l-----1'----+-----------------1---+--t-----t-----J ENGINEERING DEPARTMENT 2 J l----lc----t-----------------1---t---J----t---1 ROUGH GRADING PLANS FOR: 30 MIL. P. V. C. LINER SEAL ALL JOINTS WITH 12" MIN. OVERLAP (lYP.) ., A 7 372.0 '\ ,'\ .,'\ " ·'" ,, -'' '\ ,,"\ " ,,.,_. C\--~ d----' 369. 0 S=O. 0030 4" P.V.C. SLOTTED SUBDRAIN ., -' OR/ACE SEE SHEET 3 NOTE 12 SECTION -DETENTION BASIN SCALE" 1" = 4 '(H)(V) ~,... ,...,,.. SEE SHEET 3 NOlc ~ 5' SEE SHEET 3 NOTE~ . tJ 2 PACIFIC VISTA COMMERCE CENTER ROUGH GRADING PLAN PLANNING ENGINEEnlNG SURVEYING 1-----t---t-------------------t---t------ic----+-----J :======#==#==;=:";~i====:c=c====::c.=:::==~ 3990 Ruffin Road, 9urte 120 APPROVED: ~ JASON s. ,G~LDERT San Diego, Ca. 92123 -------!;~~l,~~~--,--,--//// /1.,l)J-:J 958-660-11 41 85&560-8157 Fax CITY ENGINEER/ PE 63912 EXPIRES 9 30 18 DA'IE 72662·2 D 3-26-11 !i.P. AS-BUil T DWN BY: SB&O PROJECT NO. DRAWING NO. 1.1.,.,_ JJ.,../ /C·io•l1 EN~~:R o~Nl:~K REVISION DESCRIPTION 0:; APP•;~::~ ~~:: APPi;~:~ 2~~g ~{~'"'""'Ct __ SOP 2017-0002 505-4A MRONPARKE~ DAlc AS-BUILT Cl :0 i ' 2 G) 2 C: s: OJ m :0 , "' J> cl 0 Cl u :0 '" ,o ):, '□ ,_, 'c ~ l@ a ! 2 ., ' • -iz G) -, '.' 2 .< ·I C: l ii s: -; ~ fTl : s OJ 'z m z JJ m m ~ 0 :0 i 2 Ci) 2 C: s: OJ m :0 ' 03()'118 c:i """1 I 0 -h u,';J rv q:! w ~ I OJ ~ , 384.3 F.S. 384:t F.S. SEGMENTAL RE]i4INING WALL --:!_R SHEET/I 7 TO 24 ~- (ij =- ~ SEE DRIVEWAY ~- ----------i ~--------/ · 57i3)-. ,,,,,,+ // BU/LO/}JJ]/ 'C' 382.8 ,/ F.S. .L§!L LJ ~ S.G. 385.0 T.W. 379.1 B.W. .377'3 r.·w. ::i <ti 386.55 i)l G.B. II l( 381.5 T.W. 375.5 B.W. 386.3 T.W. 382.0 B.W. l( 374.4 T.W. 'F.G /4ROOF RIDGE LINE~~// /./ ~ ---+-- / SEGk(f:NTAL RETAINING WALL .----ct--,,-':.-J STORM DRAIN LINE 7" .f'ER SHEETS 17 TO 24 386.3 T. W. 'F.f;.- f!'ji.b ofio. 3-t-~ · 386.3 T.W. ~ 380.3 B.W. WALL-r,t-..ni 379.3 r.w. . NCX 2 373. 3 B._.ae._fl"~,--\! , 386.3 T.W. r:G: "}" <>'-c-il'- ,,,--386.3 T.W. 'F.G. / 386.5 T.C. / G.B. ---+~----,,4-'r GRAPHIC SCALE ~ ---~ 0 ~ M 120 7399 23' (e-----------------. DRIVEWAY 2.0% ~ "H" t.;,j~._;t:;-.=-_ _:___ --_:::---=-1:::i NOTE: SEE PRECISE GRADING PLANS DWG. NO. 505-4B/GR2017-0043 FOR PUBLIC STREET IMPROVEMENTS INCLUDING DRIVEWAYS, CURB AND GUTTER, SIDEWALK, WATER SERVICES, ARE SERVICES, ANO ON-SITE UTILITIES (PRIVATE WATER, PRIVATE ARE, AND PRIVATE SEWER). STORM DRAIN LINE "!<" If' I I --( G' \ I I 10' 6" CURB ANO GUTTER I I ""'~-o-75 BROW DITCH SB . u 2 PLANNING ENGINEERING SURVEYING 3990 Ruffin Road, Suite 1 20 San Diego, Ca. 92'123 85&580-1141 85&560-8157 Fax 72862.20 MRON PARK.R , . .,, ~v /0·30·'1 DATE 3·26-(q AP. 6·Z7•18 A,f. DATE INITIAL ENGINEER OF WORK AS-BUILT \_L _ _,,I EXIST.~_! GROUND I i'' V4f(lf5 o'• 1' I I «;/ I 4-2 If lJ V1Kl£5, ., o.s -1.0 r1-~'' \\-ri~ ' . SECTION NOT TO SCALE 6" BUILDING "c" •• •• > ' •• ·4• ' /r\Kl:PLAC!i S.P, LIN€ 'F'WITH SIPEWALI<, ?/2-/J'J UNfll:l?fl/?AIN /JfTA/l F/4. . DATE INITIAL DATE ~" INITIAL REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL A SECTION 8 NOT TO SCALE SECTION NOT TO SCALE 5' 8' 10'_ DRIVEWAY B SECTION 8 NOT TO SCALE 11 AS BUILT" &a JLLv....--- RCE CG854f EXP, q -30 · rq II / /2iw~~iJ vii . 'I.A''/ / ,, f_/ INSPECTOR , "F" .3-Z6·1q DATE ~~, / VATE I SH~ET I CITY OF CARLSBAD ~ 3 ENGINEERING DEPARTMENT ROUGH GRADJNG PLANS FOR: PACIFIC VISTA COMMERCE CENTER ROUGH GRADING PLAN GR 2017-0039 . APPROVED: 11. J I ' JASON S./io/i.LDERT ',ti :._. 11.t [I/ ~/4 CITY ENGINEER' PE 63912 EXPIRES 9/30/18 DAfE DWN BY: SB&O PROJECT NO. DRAWING NO. CHKD BY· \. fit.. SOP 2017-0002 505-4A RVWD BY: AS-BUILT I L Cl ll i 2 (iJ 2 C ~ r.o m :rJ Cl I 2 (iJ 2 C ~ CJ m :Il 030118 til 00 ~ 0 ~ -h I\J w ~ ~ )>-0 A (J') I ex, c:: -,- --1 ---·· 00 .... .... '.! "' ' ~ o,-., z >"' ftj el .!... ,, ... 0 ,, ;1; l,. 1§ =f "' > ,, ,- " l,. <J) ' "' c:: -r--:;o -; rri < li1 0 z 0 rri li1 0 :;o "1l ::::J 0 z 0 :2 0 m ~ ;c l; ,, ,, z 0 ~ ~ > ,- Q 0 > ::;/ el > ,, ,, ,, z 0 ~ ;;= I" ,- ,U("] 0 <Ii ::E:,; 00 OJ OJ OJ-< ~~-- ~~ ~ I) "U ~2 ..... ,.,, '-I ::i I z c;::io c:::i . ~ Oi ~ ("] )> -4 "U -< "U ,.,, ;o z 0 G) 8 z f;J :u ~ ~ -u 1S.. ,.,, O> ~ ~ ~ -N ·-' ,.,, 2/i ...... :u ,.,, Ul <O Q 0 ~ '-)> 0, (I) 0 z ~-~ !-'l ~~ , ;;j ~ ,, I ~ ~b t~ -\.>S,J .., .. G) ~BJ ;o § ({) ~ "' ~ 0 :,: ~ -i" R " 0 ~ ~ 0 (I) ?5 e; 0 (,J .., ~ >-i <O 0 z ,.,, 1-3 ;;o " "' ;;:: :;:s SJ>-< "U o½ ~ z • ~ i;;! Ro ~~ z "U (") "1J z 0 C"l ~~ ;:\l t:l 0 ~► ~~ :I;~ o=ti ..,~ ~~ Pi (/J '.:j ttJ .,, ► r;;~ t::::I ~ ~ ~ =ti (I) 12+38.87, 26.32' RT. TYPE •c• S.D. INLET 12+39.88, 24.89' RT. 6" S.D. LATERAL i ' -----. -' \ --i ~ -11 ' Si I I r--' 1-...,. I I~ I I -I 1 ' ' ' I ! ,--' ' I ' i ' ' ~ ' ,\ 11 :11 ll j ~7;~ rT I -: 111 IICJ I I \ : :1~11 , I 12+82.82, 27.30' LT. 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J .I !';, (I) ~ \ :111 "' 385.5 f itE : j 380.91 f '1 ii I 1----~ ~'" I : _J1~57+~0~0-(",0~0~4g6.~0~0"__' _fi_R,ZT.-ii!+=::'.._~I _jl 1-c:;; _ ._. _ ~ ~ --·~-I~~--+---_ 15+00. 00 \ 1 _L'.:--1~--!-\----------~---- 5 • S.D. LATERAL /t JI le::,.._ 0i ~ ~ 6" S.D. LAT \ \ ( : ---. I ~ ~ 11 l:tiJ. I ?\; , ~ 381.34 f \ I ~ I ", :I II~~ ; ~ ~ : ~ I 111 I ~ ... ::;:: \ \ ~ I ,l 11 11~r,1 ~ ~ ' I I ~ I ~ : 1 11 ~ ...... , ~ : .______--, I II ~ ::;:: I I I 1 I I 15+77.69 24.30' LT. "' j:;::: 15+77.69 \ \ 4• ROOF DRAIN CONNECTION ~ "· 1 4" S.D LAli \ \ J i[ 11 386.o 1£ ..... \..'" 382.20 f \ \ I \I ho!" 0-. .. I I I '1[ Ill ~ t'.\ \ \ : li'i li ii ~ I '1Q\ : 11 I ~ \ \ I :"4 IL ~ I ~-II -)-, I ~ I I : 1[ II -16+80.3,2 !"-\ \ I I I 16+80.32, 24.30' LT. ,,, 4" S.D. LAT \ I I 4 • ROOF DRAIN CONNECTION , ~ 383.23 - !: ::,11:~,-~ 386.51[ ~ ---------------------;82.~1~x; '\"'-\ \ 17+27. 71 I, :;:a-,.,_ 383.84 f (l}J '-1 1 1 TYPE '1-4" C.0. I -.... "" \ II 1 383.34 f (/N) /\ \ \ . : 112·11 19.5'' ~-~---------,c--~~ \ \ 11 2s·1 \ 14.55''1 11L i \ 1 1 I ;i 17+85.90 \ \i\Q I I I l'---H-;~ 17+85.90, 24.30' LT. ~ -4~•-s.-_D-_-LA-,~T--41-\ 1, 11 -4" ROOF DRAIN CONNECTION ~. 384!49 ff \ , 387.0 f ~ ~ \ I ' 'I ,,, I II 110 ~ (; II <::, r--I I /; II 18+39 19 24.30' LT. ½ ~I ~ 18rJ-39.19 \ \ 4• ROOF DRAIN CONNECTION ~, , 4j S.D, LAT I /; 1,1 387.5 f ~ ~ 385.02 f I I I // II ;t i f 7+05.00, 33.00' RT. 6" S.D. LAT. I . "' -~ ' ~ ::0 ~;ij 'Ji~ ~~ J ii:1 ~;g r:, ~ <:) t_q t::, ~ = ;r: ~ 17+27.71 TYPE '1-4" CLEANOUT 389.29 RIM i ' ,, S ~ ~ 118+80.oo 1 \ 1 1 I -"' " er S.D. LAT I\ I i/ II ::;; "' "' 385:34 f I I /; 1-~~---<""sli-, 1-+---------+-----.--1,1 ~--;'-'f----------+--- ~ /f1 l-------+-+19~+~1s=.2=s=·-B=·=c~. ~ ~ 1Ja;_';;25t a.c.\ · \ , ~\ Yl ~ ~ " 0 s;: Si c,; :-i <c ,<) I rl Ii "-~ ;_"u \ ~\\ .... t;· .o er ~ \ '; I [:!];::: " \ \ o /Gi" "' ~ ;t \ . 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" <>I ~ . ~ t:l N ~ J> "' .., .., ' -,.,, ,.,, ..,, ---~ ~ ~ ~ ~ fl\ Cll "' "' ~ • ' • • ' • ' ' ill ;t ;i:: ;i:: ;t ;le ;t ;t ;i:: "15 ~ ~ ~ ~ ~ ~ ~ ~ ":! :,:, :,:, :,:, :,:, :,:, :,:, :,:, :,:, ~ i;;! ~ h-i !"'1 !"'1 !"'1 !"'1 !"'1 !"'1 !"'1 !"'1 --· -~t1ns1Hlt.Ultil~,i~IJ:i~U=t1m11SOJ---- 8999 l:!3BL~nN l!:Jv'd AB l:J30l:l031:J ---:ikllS1lllNOrnlE.i:!G~5U3t,Qli\SO~---- 8999 1£1Bl/\lnN .lli\7d AS l:!301:l031:J --· -~Nl7Sllil~Qltll~d:!U2~U~NUlllSW---- E:SSS l:!38l"JnN 11:J\id A13 l:!30l:!03c:i Vl0S3NNIV\I '3d□H N\3N ..-S.1.:Jno□Cd O:J:!VS -~lil1 Sllll llO .LtllUd :i~ ~~~= t.:OlllSOd-- -ZS991:!3EINnN lli\7d A8 l:!30l:l03l:l 'fl J.0S3NN11f\1 '3d□H /\/\3N • S18n□Ol::ld O:J:J\fS g EZ :J.O 6 Vt~~~~ = V.L0S3Nl\lll/\! '3dOH /V\3N -. S.L::lnO□t:ld 0:J:::1\1'S ti381/\lnN 8NIM'1ti □ \1.LOS3NNll/\! '3d□H M3N • S.L::ln□□l:ld O:J::l'f/S ti381/\lnN 8NIM'1tl□ tl381/\lnN 8NIM'1ti□ -' ;--r-,, ~--+!---------.. --------r----------------- I I-----, __ - -t---_ ! --+----I --------+----- ' +--------+ i t -- ~~390--+-+-' --+-+--+-+1 --+--j----\--' -,--,,_-;--;--f--;--;---;----------1----------+-----------+--- ----"T l ,----,-----!-t --+-·-~ -------~--------- ! -~--+----- -I---------- ' - -j -----I ----------------------------<-------------+----------- 310.08 l.F. ~ 24" H.O.P.~ STORM DRAIN j=0.0638 0100 ~ 14.68 C.F.S., V100 = 8.71 F.I .S. l!ROFILE ~ STORM DRAIN LIN£ 'B, I/PRIVATE) 10 SCALE: 1" -40 '(H}, 1" = 4 '(v,) tr ----"-'e'----------t'ff, ,------------______________ {p_ ------------1V ,B .,. T -----------+--------- ~ GRAPHIC SCALE ,-~ ' 40 0 40 80 BUILDING Ir] LJI !-----1---'- --"T~i i fa.==-"'tlaaa,.,.;a:'~-aa--~ -------R :=::-@J===~~-l==-==--== 74 I -\:::~= =--=---=l=r_~ __ -=_-=--+-t; -_--=-_= __ 120 DRIVEWAY 8" P.V.C. SEWER PER ~ OWG. 505-48 ~ ' -~J, ,;:; ' 1~ @PLAN ~ STORM DRAIN LIN£ PRIVATE STORM DRAIN DATA TABLE D LJ/8EARING RAO/US LENGTH * DESCRIPTION 1 N49"04'05vY --55.45' 30" H.O.P.£ 2 40"55'56" 50.00' 35.72' 30" H.O.P.£ 3 N89'59'59"E --14.18' 30" H.D.P.£ 4 N89'.25'49''W --67.00' 30" H.D.P.£ 5 N90'00'00"E --310.08' 24" H.D.P.£ 6 N9o·oo'oo'W --310.08' 24" H.D.P.£ * All HOPE IS WATER TIGHT 18. ''£" BB . u z PLANNING ENGINEERING SURVEYING 3880 Ruffin Road, Suite 120 San Diego, Ca. 921 23 85&560-1141 85&560-8157 Fax 72862.20 M~RjAJ /O· 3&· 17 DATE 3-ZG·l'f A.P. AS-8UILT DATE INlllAL ENGINEER OF WORK REVISION 11 AS BUIL T 11 A 4 l~ 3-26·1'7 • I RCE C68547 EXP, q.30-rq DATE fl RE~ BYD " ~(2f/1~ L ( (JI/". "' " INSPECTOR llATE ~ CITY OF CARLSBAD ~ 0 ENGINEERING DEPARTMENT 3 ROUGH GRADING PLANS FOR: PACIFIC VISTA COMMERCE CENTER STORM DRAIN PLAN AND PROFILE GR 2017-0039 APPROVED:// ~) , --rJ-JASON F ~ • . .A • I I CITY ENGINEoR PE 63912 EXPIRES 9/30/18 DA DWN BY: SB&O PROJECT NO. DRAWING NO. DATE INlllAL DATE INlllAL CHKD BY: VI, DESCRIPTION OTHER APPROVAL CITY APPROVAL RYWD BY: SDP 2017-0002 505-4A AS-BUILT ' 030118 -0 0 -+I N w ,d ll CJ :.0 ~ 2 Cil 2 •· C s: Ill m :.0 CJ :.0 ):, ~ 2 Cil 2 C. s: Ill m :.0 CJ :.0 i 2 Cil 2 C s: DJ m :.0 I ~ ~1 v€ I s: ij ' ---,----' --1-----j--- ' ' -------------i----+---+-~--+. ----+--------l--------·--+ --+-----:---+----- ' ' -+--------:----- 2 231.92 L.F. ~ 24" H.D.P.£ STORM DRAIN S=O.OD85 I ; : , S=c0,Q095 · ' • ------+-~--+--+---+---+~----OTo6-=~1J,-98,C.f.S.t-100,=-'8,5-l".P.-S; ' p ' I 0100 = 13.98 C.F.S., V100 = 8.5 F.P.S. ----- -----1---+---r t- DETENTION/HYDROMOD BASIN NO. 1 40 0 ,------>----------+--,_ 10112 OPE!V SPAC.E _ _sJAL,h r • T_ 40 '(H), • 1 • = 4 '(11 ft2 ci (j PRIVATE @PLAN ~ STORM DRAIN LINE 1C 1 (PRIVATE,) 11 PRIVATE STORM DRAIN DATA TABLE □ '1/BEARING RADIUS LENGTH * DESCRIPTION 1 N51'38'52YV --174.96' 24" H.D.P.£ 2 N0'03'15"W --231.92' 24" H.D.P.£ * ALL HOPE IS WATER TIGHT IB. GRAPHIC SCALE 40 80 120 -385 t;; ~ }! ~ .., • .... Ill i-,._ ~ .... .... .... APPROXIMATE PROPOSE, FINISHED GRADE OVER PIPE ----390--- EXIST. GROUND H.G.Lioo -385 "-- 19.09 l.F. ~ 12" R.C.P. STORM DRAIN, S=0.0596 --Omo~6.58-6'F.~. ---+------ V100 = 11.0 F.P.S. ! 52.75 l.F. ,,, 12" H.D.P.£ STORM, DRAIN, S-00621 0 100 f 3.76 C.F.S. ~ STO~M 1 ;;;;/.i 8 PROFILE 11 LINE 'lJ, PR/VA TE SCAL£- /0 1" = 40'H), 1" = 4/(v,) A1 ;,; di ~ I !;i c::, 0.: !;i ::::J 0.: ~ :l§ Q._ ~ ci c::, ~-Ci: (j ~ I lei (j • ~~ ~ ,._ .. Cl:' Ii "-• ::,: ~ I ~ c::,~ ~ ii"-"i ~:ii: I <:j. I~ "' ~ --"' ' "' ~ B ~ c::, I i-~:: ~~ c::, ~ i-~"' ~~}',.\ .... ~ '» ,.__ .._, I 'l:: .... c:s §:i s::i I 3 . --. 4 i~ ) I ~ ~~ i~ ~ ~vj I "' <ii ~ ~ c:; ~ C::i @PLAN ~ STORM DRAIN LINE 'lJ 1 (PRIVATE) 11 PRIVATE STORM DRAIN DATA TABLE □ '1/BEARING RADIUS LENGTH * DESCRIPTION 3 N0'01'27"W --19.09' 12" R.C.P. 4 NO'OO'OOYV --52.75' 12" H.D.P.£ * ALL HOPE IS WAT'ER TIGHT IB. B PLANNING ENGINEERING SURVEYING 3880 Ruffin RoEJd, Suite 1.20 8!:.ln Diego, Ca. 92123 B5B-560-1141 858-560-8157 Fax 72B62.20 3-'Z6·1'f DATE A.P. INITIAL t.. .._,, ~/o•Je,•L1 MRoN PARKEf? DATE ENGINEER Of WORK APPROXIMATE PROP' SEO FINISHED ~ GRADE OVER PIPE 385- 24.26 L.F. ~ 18" R.C.P. STORM DRAIN, S=0.0100 0 100 = 19.06 C.F.S. v100 = 10.87 F.P.s. -385 -375 :P. ~ ~i ~~ I 5~ ~; --,+-----i ,, I 54.45 .F. ~ 18 H.D.P.£ STORM DRAIN, S=O.0801 0 100 = 10.97 C.F.S. V100 = 15.09 F.P.S. 10+49.51 24 "I H.D.P.£ STORM DRAIN C _ ''ROEil£ LINE o/" CROSS/NC 18" H.D.P.£ STORM DRAIN LINE T1 377.56 BTM. STORM DRAIN 365. 76 TOP S~ORM DRAIN ~ SlORM_fJRAIN 11 ;,; ~ di I ai c::, ai 0.: --.J 0.: ~~ c::, Cl:' -i:;S I lei ::t: !),, 'I' 1'() LIN£ T 1 (PRIVATE) SCALE· 1" = 40'(H), 1" ,b 4 '(v,/ 0 ~1 --•--'---~CAL£· 1" = 40' ci (j ' ,._ ll:' Ii lti~'li:Jl 11, ' ~~~-1~ I .... I "' '" .. i-~ u b '» .... --.J I"' "i ~ ~ ~ c::, .... BIOFIL TRA TION r ~ c:s BASIN NO. 5 I / t;; ~ ~ ;il! ~ ~L ..-; ' '.;!~ ~~ ({;) PLAN ~ STORM DRAIN LINE 1 T 1 (PR/VA TE,) PR/VAT£ STORM DRAIN DATA TABLE □ '1/BEARING RADIUS LENGTH * DESCRIPTION --... 5 N24'28'.J7"E 2426' 18" R.C.P. . ·------ 6 N14'20'29YV --54.45' 18" H.D.P.£ "AS BUIL T 11 * ALL HOPE IS WAT'ER TIGHT IB. --kiit---3-26·/q RCE C68547-J;XP. 0/-30·1Cf DATE .,-. /I Ria1YDll\ /\ , '-{(30/ri ' 'INSPECTOR -I D~TE rn:J CITY OF CARLSBAD ~ J ENGINEERING DEPARTMENT 3 ROUGH GRADING PLANS FOR: PACIFIC VISTA COMMERCE CENTER STORM DRAIN PLAN AND PROFILE GR 2017-0039 APPROVED: // I/ I , JASON ~r~½~~~T _,n//, -4- CITY ENGINEER/ PE 63912 EXPIRES 9 /30 /18 A AS-BUILT OWN BY: (fo PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL SDP 2017-0002 505-4A REVISION DESCRIPTION CHKD BY: OlHER APPROVAL CITY APPROVAL RVWD BY: AS-BUILT '(1-,,,, 0 JJ i • 2 (jJ 2 C: s: ca m JJ ' ' 0 JJ ~ 2 (jJ 2 C: s: CIJ m JJ I I I I I '" J> ~ I B 0 'TI JJ e CD '" D ~ -, r:i 0 ~ lg C ¥J 'E@ "' ID r ~ < 2 "' '1:l ·• '.",l _:> (jJ ;I :!I z "'~ 2 ~ 'Le ~ 'DQ C: ,;;i 'B 7J s: s 'Jl JTI m ,-Jl CIJ I''~ c,,1z m z JJ m I "" ~ I l I -I -•• 0 u,l -to\ ~ N ~ w ~ ~ ! -, 37-5 ' ' --,-I @PLAN~ STORM DRAIN LIN£ 12 PR/VAT£ STORM DRAIN DATA TABLE □ A/BEARING RADIUS LENGTH * DESCRIPTION --+---- 1 N83"49'32"W 14.50' ,, * ALL HOPE IS WATER 77GHT IB. GRAPHIC SCALE N ~---•1---•--111' 40 0 40 80 120 +--· - -_l . ) 80-------+------~ ----------380 I -~~ c=' -J ;,; I -'.j ,f!:l"' APPROXIMATE' PROPOSED FINISHED d, "< ',.J ~ GRADE OVER PIPE ~. ~~~ . ~~ M------~;1~--t ---370 NO. 2 BACKING RIP-RAP MIN. I. I' THICK BIOFILTRATION BASIN NO. 4 1 H.G.L 100 : -----360 20.40 L.F. ~ 12" H.O.P,E. STORM DRAIN, S=O. 124~ Q 100 = 0.65 C.F.S. I vlOO = 8.6 F.P.S. ~\_ -j-----(/i) PROI/tff_;~s;ft~fi~~N-- .--,__,.--.__ :SCALE.· I" = 40 '(H}, 1" = 4 '(!Al 0 '--~ 10 tt BIOFILTRAllON I BASIN NO. 4 I I y (,j :,,.: Q; (/i) PLAN ~ STORM DRAIN LIN£ 1 PR/VAT£ STORM DRAIN DATA TABLE □ LJ/BEARING RADIUS LENGTH * OESCRIP770N 'G' (PR/VA TE,) 2 N88"50'51 'W --20.40' 12" H.O.P.E. * ALL HOPE IS WATER llGHT IB. ---- REMOVE~ EXIST. 24" R.C.P. STORM____/ DRAIN, DWG. NO. 415 9X 0100 = 9.28 C.F. ., V 100 = 5.2 F.P.S. 86.74 L.F. ~ 24" H.D.r.E. STORM DRAIN EXIST. S=0.0340 EXIST. Q 100 =9. 7 C.F.j. PROPOSED S=0.0037 PROPOSED Q 100 = 9. C.F.S. PROPOSED V 100 = 5.2 F.P.S. C PROFILE ~ STORM OR, IN LIN£ 'H' Pli/VAT£ 12 -----1---_.:,id11..1;,:_J_•-=="-'tLL'(r! r 1" ,-4'(k; ,p {1 Ci (,j - PROJECT BOUNDARY (TYP.} J_-1 F.J .jj ®PLAN~ STORM DRAIN LIN£ 'H' {PR/VAT£) 12 " PR/VAT£ STORM DRAIN DATA TABLE □ A/BEARING RADIUS LENGTH * DESCRIP770N 3 N23"32'54"E 86.74' 24" H.O.P.E. 4 N14'54'.31'W 193.16' 24" H.0.P.E. 11 AS BUILT" * ALL HOPE IS WATER llGHT IB. ~f~ s . u 2 PLANNING ENGINEERING SURVEYING 3990 Ruffin Road, Suite 1 20 San Diego, Ca. 92123 858-580-11 41 858-580-81 57 Fax 72882.20 MbKJvW /O· 'Zt:1· 11 DATE RCE CG85'47 EXP. q-30-/q II RE'()E~9t,Y1 / I ij L{_/'ir~l UW" INSPECTOR v ) 3·26-1'{ DATE 1----+---+-------------+---+---+----t----t L!TI CIJNINE~!NG ~b~~~J!AD ~ 1------+--+-----------------+---+---+---+---i ROUGH GRADING PLANS FOR: PACIFIC VISTA COMMERCE CENTER STORM DRAIN PLAN AND PROFILE GR 2017-0039 APPROVED:/// '} J. JASON S:!ELDE~T 1------+-~+-----------------+---+---¼----+--_, {L fl<vt: llfJ /un f "3G-2?1Gs·/~q~A[.P'E..]:~A~S~-'B~Uf_lfLtrI'q;]'JE'C,~======i==I==r~'lii-li~J CITY ENGINF.YR PE 63912 EXPIRES 9/30/18 DATE "'" i-§·27-18 A.P. /1\ 9[LCTE s.o_ LINE 'F'. _"2/-,./111 "l:"_s,; DWN BY: SB&Q __ , DAlE INITIAL r-DA_lE_~I_NI_TIA_L-t-_DA_''rE_~IN_IT_IA_L-f CHKD BY:'-,.,f<.=.---P2Ro0JECT NO. ORAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP f 7-0002 505-4A '-'-'-'-"='--"-'-'-=== AS-BUILT OJ J> ~ I ~ i\1~ _,, oo ?, JJ r =-i O fi g ~-! ';'J ~ (JJ a "' ~ . '.;l)> Jl ~ z :~~ ~ma ;;; gJ cl i a:,.m i ti:~ f,lz z I rn ~ ,I I j I JII 111 CJ :0 § z G) z C s: DJ m :0 CJ :0 ~ z G) z C s: [ll m ll CJ :0 ~ z G) z C: s: to m :0 08(16 '18 0301'18 - -' I -~ -,--- --t -----t------+----t--T ----,- i -+----- -~-+----i-~ ----r---·--'-- -----;----~ -~---------~- ' -----, ____ -----i-------------;---- -----_ _j_ --' ---t 40 - -----,- ---------~ --i- -------------' -------- -+-- ' --+- ·-t----:--- (j l,j GRAPHIC SCALE 1 __ _ 0 40 80 120 APP{?OXIM~TE P. pPOSEO FINISHEO GRA{)E-OVl;R PIP. EXIST. GROUNO Lo13 1YAP ;VO. 14f!_7fJ C 11 -------~----- 18" H.O.P.£. STORM, ORAIN LINE 7::" CROSSING 24 H.O.f.£. STORM ORAIN LINE 7: 377.56 BlM. STORM ORAIN 365. 76 TOP STORM! ORAIN i '___.,,-_ ----t ---------------------------------------r .:::- ------~ ------! ~ ;:-------------' ~ ~ _____.--, ------------"" "" ------------G. L. _____.--_____.--_____.-- 1 00 _____.--_____.-- _____.--_____.--I ------------------J__ _____ _ -380- H.G.L.100 OETENT70N/BASIN --~-3-70--- ---+--+------350 _ ___,_ ---------- 88. 3 L.F. ~ 18" H.O.P.£. STOfM-DRAl~S=0,0-10'tl----l---------~ Q top= 13.4 C.F.S. V10 = 8.0 F.P.S. DPF';V SPACE Jl1/AP BO. 14f!_7fJ ,5 ,, . (j I ~6 PRIVATE STORM DRAIN DATA TABLE BB&D~ □ t,/BEARING RADIUS 1 N40"09'10"E 2 50"09'19" 50.00' 3 N89"41 '31 "W 4 N45"13'39''E * ALL HOPE IS WA/'l:R T7GHT 18. LENGTH * OESCRIPTION 15.14' 18" H.O.P.£. 43.77' 18" H.0.P.£. 468.51' 18" H.O.P.£. 88.93' 18" H.O.P.£. PLANNING ENGINEERING SURVEYING 3990 Ruffin Road, Suite 120 San Diego, Ca. 921 23 858-560--11 41 858-560-81 57 Fax 72862.20 AAR~J:fw OATE 60 " .~ -.J c.s :i: ,: GROUNO 1/0FIL TRA 770N BASIN NO. 4 ~ 1/,■• C//~ APPROX/MA TE 'f'ROPOSEO FINISHEO I : GRAOE OVER IPE I I 3·26·/q A.P DA'JE INITIAL ENGINEER OF WORK I I I I I I I I I I I I -50-----~: ~: __ , I I I I I I .:::-ff::', ;:-::::, /::::, ~~ ~ ,;,, "" -----------4,, -~ <S"l------- lr) <:l:l <:> ltj ... <ii 'l' ~ !{) 36' R.C.P. STORM ORj,IN AT 20.00% PER I I Ir)-, "i r;;i 'i ~I 6.00 L.F. ~ 24" H.O.P.£. OW<. 415-9J I I I ( I ! ~ -STORM ORAi[ S=0.0200 r-._ \_36.03 L.F. ~ 24" H.O.,P.E. r-.; STORM ORAIN, S=0.01 7 .; Q JOO= 50.9 C.F.S. ;,; V 100 = 11.3 F.P.S. ~ " 27.99 L.F. ~ EXIST. 36" R.C.P. ---+--------,e,,,1--;,; -JiTORM-ORA/N,-S=0,2000'---+---------~ J?WG. NO. 415-9X fXIST. Q 100 = 53.5 C.F.S. <.,, fROPOSEO Q 100 = 64.3 C.F.S. R:-'ROPOSEO V100 = 21.7 F.P.S. -"' -B . PRO I "/LE ~ STORM :'RAIN @~ 7T Li/NE 'J, {PR/VA.TE) • ~CALE.-1" = 40'{H), 1" = 4'(0 1p ft 1 ~ c:i (j ti: (j :,,: CJ.'. 4" P. V.C. WA/'l:R PER OWG. 505-48 "0-\ \ 8/0FIL TRATION BASIN NO. 4 ~.. 10+40. 03 r;;i OUTLET CONTROL ~ STRUCTURE _____ 36" R.C.P. STORM ORAIN PER OWG. 415-9J @PLAN ~ STORM DRAIN LINE 1J 1 {PRIVATE,) 13 PRIVATE STORM DRAIN DATA TABLE □ t,/8£4RING RAO/US LENGTH * OESCRIPTION 5 N5S36't7'W 26. 03' 24" H.OP.£. . . . . -- 6 N5S36'17'W --6.00' 24" H.O.P.£. 11 AS BUIL T'1 * ALL HOPE IS WATER 77GHT 18. ~~~ 3 -zr; · 1q RCE C6854'1 EXP. q-30-/'f DATE /1 RE f)E~~~ ?Vi L ✓/41r /.. (pdl M INSPECTOR. / iJATE ~ CITY OF CARLSBAD ~ .3 ENGINEERING DEPARTMENT .3 ROUGH GRADING PLANS FOR: PACIFIC VISTA COMMERCE CENTER STORM DRAIN PLAN AND PROFILE GR 2017-0039 A APPROVED: li_ II /2;/;d: JASON SzG,LDERT .,.....,,1 ~ L4 1 2.o/T CITY ENGINEER' PE 63912 EXPIRES s 130115 vkrt: AS-BUil T DWN BY: SB&O PROJECT NO. DRAWING NO. DA'JE INITIAL DA'JE INITIAL CHKD BY: \Tit SOP 2017-0002 505-4A REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL RVWD BY: AS-BUILT □ J] i • 2 G) 2 C _s: OJ m J] ---i------+---- EXIST. 36" R,C.[f. -iTORMt;)R!',IN; ' . PER DWG. NQ. -4,-15,,-9)(,-$=0, 0200-, --- EXIST. 0100= J/.7' C.fS. , PROPOSED Oitoo!= J0.8 Q.F.$. _;_..;. -~-- ----1 ---+ --- --L.-; ----,--'-"""' ---+----------' + ---,--- -I--_;:-'~ ----~ -1----1----~ _ __,... ~~ ---, ---------.:...-.... ~ •. .+ ---·--+~-C---1 -+-~~ ---+Jso-i-, • ~I "~I----------+-+-- • -,~---~ 0 . ! ,--~------; __ _,_ _______ ~~r ------,-'-+---+---+-----c-\r,----c'---j-'--J 111 _ __9:J.3.1, L0 f" ?-4.µt.l).P.£. _ • ! Sl;ORM QRAIN, S=(J.1479 --+------f~~-~--+-~--+---+----+--~·, frrov·'r---i!O:f!-B,F:+~------ A PR0F!Lt-+ -·TORir :o;~;;E:;1;·2:K,. PRIVATE --JIIIJ--~cAL£: 1" "' 40' PROJECT BOUNDARY (TYP.) @PLAN ~ STORM DRAIN LINE 14 (PR/VA TE,) PRIVATE STORM DRAIN DATA TABLE □ A/BEAR/NC RADIUS LENGTH * DESCRIPTION ---- " 1 N5° 36'40.'f3 £ -'12.02' 24" H.D.P.£. * ALL HDPE rs WATER TIGHT 18. GRAPHIC SCALE 1-~ j __ 40 0 40 80 120 -400~-- ----390--- APPROX/M(",TE PROPOSED lrtNtSHED GRADE OVER PIPE ! --400- -----390------"-- EXIST. GROUND 17.61 t-F. ~ 12" H.O.P.£ STORMi DRAIN, S=0.0100 0100=; 5.6 C.F.S. V100 =! 6.7 F.P.S. i I B ,PR0Flt~~--S-T0RM--ORAIN-t/NE-...!A--1-1 --+ 14 PROJECT BOUNDARY-~ (TYP.) I {PRIVATE)! SCALE.· 1" = 40 '(H), 1 • _:,, f '(v,I t1 I SCALE: 1 • = 40' • • BU/LO/NG 10+21.61 TYPE "B INLET @PLAN ~ STORM DRAIN LINE 14 (PR/VA TE,) PRIVATE STORM DRAIN DATA TABLE □ A/BEARING RADIUS LENGTH * DESCRIPTION 2 NO"O 1 '44 "E -17.61' 12" H.D.P.£ * ALL HDPE rs WATER TIGHT 18. "B" +-----390 APPROXIMA,TE PROPOSED F/N/SHEIJ GRADE OV-fR PIPE -380-· ' "'--14.34 L.F. ~ 12" H.D.P.£ STORM DRAIN, S=0.0105 0 100 = 8.8 C.F.S. V100 = 11.2 F.P.S. PR0FltE-~---S-T0RM--0RAIN-t/NE ~-2-1 - {PRIVATE} SCALE: 1" = 40 '(HJ. 1" = 4 'cfv,I o r 1 DRIVEWAY "H" BU/LO/NG 1'8 11 14 {PRIVATE,) PRIVATE STORM DRAIN DA TA TABLE □ A/BEARING RADIUS LENGTH * DESCRIPTION 3 NJ6"16'30"E 14.34' 12" H.D.P.£. * ALL HOPE rs WATER TIGHT 1 B. PLANNING ENGINEERING SURVEYING 3990 Ruffin Road, Suite 120 San Diego, Ca. 921 23 85&560-1141 85B-560-8157 Fax 72662.20 ~RKE~v 3·26·1'! A.P. AS-BUILT DA1E INITIAL /tJ. 30· 17 ENGINEER OF WORK REVISION DATE R)'W -----------------,-sl~t------------t-------- t 9:l ~ ~ i '.) ftl cj_ ~ ~>a <::i ~ " ....... ~I;~ ,-f.. .. ~~ I~~~ ( APPROXIMATE P(?OPOSED FINISHED GRADE OVER PIPE -- --39'(-)-'-~-~-+-t--t----------j---------390--- EXIST. 48" R. C. P. --380-~H.=c.~L~V,Hctt•t--------t-~---380~-- . • ·100= ---370 -----+--+---------+-----37-0--- -0 PROFILE "" [±J 7.00 L.F. ~ 18" R,C .. STORM DRAIN, S=O. 0200 0 li)O = 5.95 C.F.S. V100 = 8.0 F.P.S. .STORM DRAIN WHIPT"AIL LOOP 14 {PUBLIC,) SCALE.· 1" = 40'(H). l" = '(v,I 1() PRIVATE STORM DRAIN DATA TABLE □ /::,/BEAR/NC RADIUS LENGTH DESCRIPTION 4 N67"41'12'W --7.00' 18" R.C.P. @PLAN ~ STORM DRAIN WHIPTAIL LOOP 14 {PUBLIC) 11 AS BUILT" /! .,_ Ll-.~--J-26·/C/ RCE CGB54-t EXP. q. 30-lq DATE Ii -• 2cl}jf'tu~ 1/Ja/1r INSPECTOR I ~ATE ~ CITY OF CARLSBAD ~ 4 ENGINEERING DEPARTMENT 3 ROUGH GRADING PLANS FOR: PACIFIC VISTA COMMERCE CENTER STORM DRAIN PLAN AND PROFILE GR 2017-0039, • APPROVED: !Z.A .J /j ' . JASON S.1/}¾i,DERT ,uJ II IJ '?-1, 1 i CITY ENGINrnR PE 63912 EXPiRES 9/30/18 o'AlE DWN BY: SB&O PROJECT NO. DRAWING NO. DA1E INITIAL DA1E INITIAL CHKD BY·<..${ DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 2017-0002 505-4A AS-BUILT ! ' .... ~ 0 -h N w : ll It CJ I 2 Cl 2 C s: aJ m JJ CJ JJ ~ 2 Cl 2 C s aJ m JJ CJ :.0 ~ 2 Cl 2 C s aJ m JJ i ~ ~ ~ 'w ~1 ):jJ' I l l ) I ' -> \ ~ ' \ ~ ' ' / -·,..._ -i ' I .r 8 2.0%-l-\--fl-k (TY[3.} I I I I I I I I I I I I I I I I 0.5% -- Lor 14 OP.f)V SP.ACF S.D. INLET BUILDING ~, 8 8 ---------------- r1l ~ (!) ---1 n ~j _: 1----!~---~l-'-I ----.~-__,----'-____._,__ __ ~.u---=----0-'--------'-'--0--W.---~...l..------0-''-----'-"---0-u--1 'f -1 I<) - ~1 "' I I ~1 11-...: .QM II ------ i ~I <'l/ is ~-Cy ' 4· • \J", • II II ' 1 / i ·-~---<- Lor 22 ;};/AP 1VD. j-4,f}_:JfJ ' -,; I& I/ ~ ONTROL 1 or :J_g ~ ~ T 1YAP JVD. 14,g_:;;fJ S.W.O.M.P NO. 739817399 PARTY RESPONSIBLE FOR MAINTENANCE: GATEWAY PACIFIC VIEW, LLC NAM£· ADDRESS: C/0 RYAN COMPANIES. ITS DEVELOPMENT MANAGER 4275 EXECUTIVE SQUARE, SUITE J70 SAN DIEGO, C4. 92037 CONTACT.· CHRIS WOOD PHONE NO.: (858} 812-7963 BMP NOTES: 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER's RECOMMENDATIONS OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. J. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCT/ON AND INSTALLA T/ON. 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWQMP FOR ADDITIONAL INFORMATION. 4 2 7 TYPICAL DETAIL ~ BIOFIL TRA TION BASIN NOT TO SCALE BIOFILTRATION DETAIL NOTES IT) PLANTING PER LANDSCAPING PLANS. [I) JO MIL. P. V.C. LINER. ALL JOINTS TO BE SEALED WITH 12" MIN. OVERLAY. SEAL All PENETRATIONS. [II 4" SLOTTED P.V.C. SUBDRAIN (ASTM D-JOJ4), J" MIN. FROM BOTTOM. [I} INSTALL WELL AGED SHREDDED HARDWOOD MULCH THAT HAS BEEN STOCKPILED OR STORED FOR AT LEAST 12 MONTHS. MULCH MUST BE NON-FLOATING. (I] FILTER COURSE TO BE J" CLEAN AND WASHED SAND (ASTM NO. JJ) OVER 3" LA'tER OF ASTM NO. 8 STONE 0 SOIL MEDIA, (BSM SPECIFICATION PER APPENDIX G OF COUNTY OF SAN DIEGO L.I.D. HANDBOOK JUNE 2014) INFILTRATION = 5 IN/HR 65% SAND, 20% SANDY LOAM, 15% COMPOST IZ) AGGREGATE STORAGE LAYER ASTM NO. 57 ROCK. BASIN CONTROL STRUCTURE SCHEDULE 1/ ~' -------__ , RIM/ SUBDRAIN ORIFICE ORIFICE ORIFICE ORIFICE I 84SIN GRATE NO. SIZE , - F.G. ELEV. WEIR SUBDRAIN t!i~iR~~!//%b1~~ ORIFICE NO. 1 NO. 1 NO. 2 NO. 2 ELEV. . ELEV. DIA. I[ ELEV. CONTROL I[ ELEV. S.D. INLET BF-1 10' SPILL J78.0 J79.0 4,, 2.0· J75.75 BF-2 4' x 4' J87.0 J87.5 4,, 1.75" BF-J 4' x 6' J75.0 375.5 4" 1.5" BF-4 4' x 5' J6J.0 J6J.5 4" 2.0· BF-5 10' SPILL J74.65 J75.65 4" 2.0· DET-1 4' x 4' J72.0 375.65 4,, 4.0" BMP TABLE BMP ID# BMP TYPE SYMBOL CASQA NO. QUANTITY DRAWING NO. HYDROMODIFICATION & TREATMENT CONTROL BIO- FILTRATION ~ TC-32 2,252 SF. 505-4A 384.75 370.25 357.75 J72.40 J70.00 0.08' J72.25 SHEET NO.(S) 5 INSPECTION FREQUENCY QUARTERLY 0.25' X J74.75 0.75' MAINTENANCE FREQUENCY SEMI-ANNUALLY TRUCTURE· BIO- FILTRATION TC-32 9,461 SF. 505-4A 6 QUARTERLY SEMI-ANNUALLY BIO- FILTRATION TC-32 14,697 SF. 505-4A 8 QUARTERLY SEMI-ANNUALLY !~ S.D.C.O. I ~ ---===-S.D. INLET_ =-=-9.6% = == 1.1 POC 2 TREATMENT CONTROL ' ~ It • - GRAPHIC SCALE ,.._._ ----1------■' 60 0 60 120 180 I I I I I -------""'P 1 ------OM, - - 0£T 1 PERMANENT WATER QUALITY TREATMENT FACILITY KEEPING QUI{ WA'J'El{WAYS CLEAN MAIN'fAIN WITH CARE· NO MODIFICATIONS WITHOUT AGENCY A.Pl-'l<'.OVAL BMP SIGNAGE TO BE INSTALLED AT ALL BMPS Jl L l~I I -~-----=-1 ++1 _:_' ;--;..· ~· r' -rtn ',L-.LT _J_;__L_-4-..i__.1~:_______j_,,,,=o/=r--i ·',' ,~ \ ' . , 0 BIO- FILTRATION BIO- FILTRATION TC-32 TC-32 SB&C~ PLANNING ENGINEERING SURVEYING 3880 Ruffin Road, Suite 120 San Diego, Ca. 82123 658-560-1141 85&560-81 57 Fax 72862.20 tV ~Ktf? /fJ·3o· 11 DATE "AS BUil T" A-., ~ 3-26-1'! I q-30-rq RCE CG854"1 EXP. DATE I RE\E~Y: J 'k-, ~,o/t1 .• C' \1 CA.I ~ .., . ! DATE INSPECTOR LDTJ. hi.AP 1Va. j4fJ2fJ 3-76· /q A.P. AS-BUil T DAlE ll.'IIBAL HYDROMODIFICATION DETENTION :r=-CY..71 84SIN icE==E~ SOURCE CONTROL 0 TRASH ENCLOSURE miD) ® STENCILS NO DUMPING RAINS TO OCEAN DAlE TC-22 SD-32 SD-13 INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL 5,706 SF. 505-4A 7 QUARTERLY SEMI-ANNUALLY 4,008 SF. 505-4A 8 QUARTERLY SEMI-ANNUALLY 26,920 SF. 505-4A 7 QUARTERLY SEMI-ANNUALLY 6 EA. 505-4A 5-8 MONTHLY AS NEEDED 13 EA. 505-4A 5-8 ANNUAL AS NEEDED ~ CITY OF CARLSBAD ~ 5 ENGINEERING DEPARTMENT 3 ROUGH GRADING PLANS FOR: PACIFIC VISTA COMMERCE CENTER BMP PLAN GR 2017-0039. APPROVED: {; ,._. .JJw,,t JASON S/, GELDERT -1 -,, ~21)/J. CITY ENGINEFif PE 63912 EXPIRES 9/30/18 DA-- OWN BY: SB&O PROJECT NO. DRAWING NO . DAlE INITIAL CHKD BY: Q,t.:. SDP 2017-0002 505-4A CITY APPROVAL RVWD BY: AS-BUILT ' I I ' i . ! I , : i I I I ! I I i I 1 " il'fll I l \'] ?l I~~ ~□o '" JJ c::: :Cl J:flo ~: JJ -l ::; ~m ~ "' -u " ,Wr-~:!lz ""zm ~c:?: "i ~I ~~~ c 0 m ,.,: DJ -.., 8l s I f,1z z rn I ~ I I I CJ JJ ~ 2 (j) 2 C ~ 00 m :0 CJ :0 ~ 2 G'J 2 C ~ OJ m, :0 □ :0 ~ 2 G'J 2 C ~ 00 m JJ 030118 c.l -~ u, 0 ~ ..., N ~ w 'OJ ~, ):iJ 1.0 SCOPE OF WORK THE WORK SHALL CONSIST OF FURNISHING ANU CONSTRUCTING ANCHOR WAL~ l:3LOCKAND Ml RAG RID Gl:.OGKIIJ Rl:.INfORCl:.lJ SOIL HE: l'AINING WALL SYS l"CMS li'l ACCORlJANCE WITH THJS TECHNICh ... SCOP2 OF WORK AND IN REASONABLY CLOSE CONFORMITY WITH THE LINES, l3RADES AN!J LJIMtNSIONS SHOWN ON THE ROUGH GKADING 1-'LAN BY 83&0 INC. DATCD JUNC 16, 2017. 2 \/I/ORK IMCLUDED A FURNISHING ANCHOR WALL SEGMENTAL CONCRETE FACING AND CAP UNITS /A.S SHOWN ON HIE CONSTRUCTION DRAWINGS B FURNISHING MIRAFI STRUCTURAL CE0(3f~ID REINFORCEMENT AS SHOWN ON THE CONSTRUCTION DRAWINGS. C STORING. CU I·r1NG ANO PLACING STRUCTURAL CEOGRllJ REINl-'ORCEMENT AS SPECIFIED HEREIN ANU AS SH01NN ON THE CONSTRUC flON DRAWINGS lJ 1--'LAG:ME:NT ANl> COMPACTION OF UNIT WALL FILL ANO BACKFILL WITI IIM r·HE GEOGRID REINFORC[D AREA AS SPECIFIED HEREIN AND AS SHOWN ON THE CONSTRUCTION DRAWINGS. E ERECTIOf\l OF ANCHOR WALL SEGMENTAL COf\lCRETE UN!TS AND PLACEME\IT OF STRUCTURAL GEOG RID 2.0 REFERENCE DOCUMENTATJON 1 SB&O INC .. ROUml GRADING PLAN. DAT[□ JUf\lE 16 201 l 2 GEOCON INCORPORAT[D, UPDATE G[OTECHNICAL REPORT -PACIFIC VISTA COMMERCE CENTER, PRO.JE:CT NO. 06442-32-28 DATED JUNE 14 2017. 3 WH!::f·UC SP[CIFICA flONS 1'.\NIJ RE.FERENC[ DOCUMENTS CONFLICT I H!:: t:NGINEER SHALL MAK!:: F-INJ.\L U!::TERMINATION or THE APPLICABLE OOCU/vl[NT 3.0 SPECIAL PROVISIONS I R.ED ONE ENGINEERING, INC (RED ONE) ASSUMES NO LIABILITY FOR INTERPRETATION o.= SUBSURrACE CONDITIONS SUITABILITY OF SOIL DESIGN PARAMETERS AND SUBSURFACE GROUNDWATER CONDITIONS MADE BY OTHERS 2 !\ED ONC SHALL NOT BE RESPONSIBLE 1-'0R THE COST Or' ALL MEANS OF SUBSOIL l,VlPROVEMENT: COST OF ADDITIONAL SUElSOIL EXPLORATION: AND FOR ALL LABOR TOOLS EQUIPMENT AND INCIDENTALS Nl::Cl::SSAHY TO COMPLETE THC \iVOH.K l'f--lC. OWNl::k SHALL BE RESPONSIBLE roR ALL SUCH COST 3 I HC OWNER SHALL ell:: ru::SPONSIBLE roR COMPLYING WI Ill ALL 1-C!JC.l~AL. STATE AND LOCAL ~~CQUll{ciVlDITS FOR THE EXECUTION OF THE 1NORK, INCLUDl~JG LOCAL BUI LUING INSPECTION AND CUKKl::N I OSHA EXCAVATION R!::GULAI IONS 4 PRIOR TO UNDERTAKING ANY GRADING OR EXCAVAflON OF THE SITE THE CONTRAC I OR '.SHALL CONFIRM fHE LOCATION OF THE PROf--lOSEO RETAINING VVALLS ANlJ ALL UNDERGROUND FEATURES INCLUDING UTILITY LOCATIONS WI I·HIN Tl!E ARLA or CONSTRUCTION 5 RED ONE HAS corvlPLETED ENGINEERING DESIGN OF Tl-I[ PROPOSED RETAINING WALL(S), INCLUDlf\lG IMTERl'-JAL STABILITY A.ND LOCAL EXTERNAL STA[jlLITY WHERE APPLICABLE. BASED UF'ON rHE INFORMATION PROVIQElJ TO US AS OUTLINED ABOVE RED ONE ASSUMES THAT OTHERS HAVE DE:TERMINED THE SUITABILITY OF PLACING RETAINING WALLS AT THE LOCATIONS PROVIDED m US, INCLUDING GEOrt::CHNICAL SUI l"Al:\ILITY AND SITE GLOBAL STABILITY. 6. S[GMENTAL RETAINING WAL.LS ARC FLEXIBL!:: S l'RUCTURES IVS. RIGID AS IN Cl\/lU WALLS) AND /\RE SUBJECT TO f--lO.S I CONSTRUCTION SETTLEMENT AND MOVEMENT. AL.I.. IMPROVEMENTS (IE PAVEMENTS, CURBS, TRASH ENCLOSUR[S, UTILITY LINES E l'C I SHOULD BE lJE:SIGNt:D l'O HANDLE DIFFERENTIAL SETTLEMENT UP TO 1% OF TOTAL WALL HEIGI-JT. 4.0 GENERAL NOTES 1. Tl IIS S[T OF SEGMENTAL RCTAINING 'NALL PLANS ARE BASE;[) ON Tl-IE PLANS AND DOCU:VICNTS R[F[R[NCED IN SEC noN 2 0 CHANGES TO THESE PL/.\NS OR DOCUMENTS, INCLUDING GRADING. DRAINAGi:::, U I IUTli:::S, SURCHARGE LOADS Of{ GEOT't:CHNICAL PARAMET[RS MAY Al-'l-1:::C I WALL DE:SIGN REQUIREMENTS. RED ONE ENGINEERING SH/\L.L BE MOTll-'IClJ OF /\NY SUCH CHANGES TO DETEf.;:Mlf'IE IF WALL DESIGM MODlrlCATIONS ARE NEED[□. 2 f"H!S SI::! OF SEGMEN ["AL RC IAINING WALL PLANS ARE BASED SPECIFICALLY ON THE WALL BEING CONSTRUCTED WITH ANCHOR VERTICA BLOCK AND MIRAGRID REINFORCEMENT PRODUCTS. ABSOLUT[L Y NO SUSS 11 J"UTIONS ALLCW[lJ 3 LOCATIOM OF THE SEGMENT,\L 1-\CTAINING \/\JALL lN RELATION TO PROPERTY LINES, UTILITY EASEMENTS. WATERSHED E:ASEMENTS, OK ANY O l'H!::H. IYPE OF E:.ASEMENTS ARE THE RESPOMSIBILITY OF THE OWNER OR THE SI fE CIVIL ENGINEER RED ONE ENGINEERING ASSUMES NO LIABILITY r'OK l"HI:: LOCATION OF THE SEGMEMTAL Rl:::TAINING WALL OR IF COf'JSTRUCTION OF THE PROPOSED SEGMENTAL RETP1INING WALL [NCROACHES ANY PROPER IY LIMES OR EASEM[r-lTS 4 IT IS IMPERATIVE THAT THE SITE SURV!::YING OF THE SEGMENTAL RETAINING WALL Bl:: DONE BY THE SITE CIVIL ENGINEER OR SURVEYOR Ar-JD MUST BE BA~!ED ON COililPUTER GENERATED SITE/GRADING PLANS AND NOT PROFILE PLANS DONE BY I Ht: Ef\lGINEER or RECORD. SURVEYlf\lG OF THE SEGMEN l"AL RE IAINING WALL MUST TAKE INTO ACCOUNI' THE DESIGN BATTER INDICATED ON THE ENCLOSED PLANS AND DETAILS. FAILURE TO TAKE INTO ACCOUN r WALL BATTER FOR SEGMENTAL RETAINING WALL SURVEYING WILL PKODUCC INCORRECT LOCATIONS or: ALL TOP OF WALLS AND SHALL BE CORRECTED AT MO COST ro lHE ENGINEER OF-RECORD OR THE SEGMENTAL RCTAIN!MG WALL CONTRACTOR 5 WALL GEOMETRY, LOCATIOMS, SLOPES AND SIJRC! IARG[ LOADS FOR Tl-IE Sb.GMl;;NIAL ~ETAINiNG WALLS WERE MEASURED FROM Tl IE GkAUING PLAN REFE:R[NCED ABOVE. IF CONDITIONS VARY IN THE FIELD FROM THOSE SHOWN ON Tl IIS PLAN. Tl IC ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SCG:vlEf\lrAL RE::fAINING WALLS TO REVIEW THE DESIGN ANDrOR PLANS. MOUII-ICA!IONS l'O THE DESIGM ANDIOR PLANS MAY GE R[QUIRCD AFTER THE Rt:VIEW, AMD MAY l"AKE UP TO T!::N BUSINESS DAYS TO COMPLE:TE:. 6 IF THERE /\f-{[ DISCREPANCIES BETWEEt--I ANY INFOR!VlATION ON THES[ PLANS AND INFORMAi ION IN THE PROJECT SPECIFICAJ'IONS, THE MORE RESTRICTIVE IMFORMATION TAKCS PR[CEDENCE 5.0 SEGMENTAL RETAINING WALL CONTRACTOR QUALJFJCATlONS 1 THE WALL CONTRACTOR SHALL DOCUMEl'JT COMPLIANCE WITH THE FOLC.OWING [XPERIEf'JCE REOUl'{EMENTS 2 A MINIMUM 0:-1-IVE YEARS IN WHICH THE CONTRACTOR HAS BJIL r S!::GMl:::NTAc. RETAINING WALLS WITH A TOTAL FACE AREA NO LESS THAN 250,UOO SQUARE fEET 3 CONSTRUCTION OF A MINIMUM OF 25,000 SQUARE FEET WITH THE SPECIFIED ANCHOR BLOCK UNITS 4 CONS IHUC f"ION OF AT LEAS 1· f-'IVI::: SCGM!::NTAL RETAINING WALLS OF A SIMILAR HEIGHT AND SIZE AS THOSE SPECIFIED HEREIN 6.0 MATERIAL NOTES 1 CONCRETE RETAINING WALL UNITS. ANCHOR RETAINING WALL UN!TS AS SHOWf'I ON THE DRAWINGS AND AS MANUFACTURED BY SIERRA BUILDING PRODUCTS UNDER LICEMSE FROM ANCHOR WALL SYSTEMS 2 GEOSYNlHETIC REINFORCCMl:::N I. MIRAGRID AS SHOWN ON THE DRAWINGS. 3 LEVELING PAD BASE A. AGGREGATE BASE: CRUSHED STONE OR GRANULAR FILL MC[TING THE FOLLOWl"lG GRADATION AS D[TERMINED IN ACCORDANCE WITH AS rM D44B SIE:VE SILE PEf"\CEN f PASSING 1 INCH 100 3/4 INCH 75 TO 100 NO. 4 0 T060 NO. 40 OTO 50 NO. 200 OTO 5 B BASE THICKNESS 6 INCHES (MINIMUM COMPACTED THICKNESS). 4 DRAINAGE AGGREGATE CLEAN CRUSHED STONE OR GRANULAR FILL MEE l"ING I HI:: 1-0LLOWING GRADATJON AS DI:: l'i::::RMINCD IN ACCOrmANCE WITH ASTi'il D'1-4B SIEVE SIZE 1 INCfl 3/4 INCH NO. 4 NO. 40 NO. 200 Pl::RCEN I PASSING 100 75T0100 0 TOGO 0 TO 50 0 TO 5 5 REINFORCED f-.. lLL. SOIL f-"Rf;;I::: OF ORGANICS AND DEBRIS AND CONSISTING OF EITHER GP, GW, SP. SW SM OR SC TYPE CLASSIFIED IN ACCORDANCE VVITH ASTM D2487 AND THI::: uses CLASSII-ICATION SYSTEM AND MEE I·ING THE FOLLOWING GRADATION j\S DETERMINED IN ACCORDANCE wm I ASTM 0443 sI1-vc SIZE 3 IMCH f\10. 4 NO. 40 NO. 200 PFRCEN f PASSING "IOO 20 TO 100 0 TOGO o ro 35 A THE PL.ASTICITY INDEX (Pl) SHAU. BE l.ESS fHAN 20. B MAXIMUl'vl PARTICLE SIZE FOR BACKf'"ILL IS THREE 1.3) INCHES C. UNSUITABLC. SOILS ARE Ol{Gf\NIC SOILS AND THOSE SOILS CLASSIFIED AS ML CL, 01_ MH CH, OH OR PT D. ALL WALL tlACKFlll MATERIALS SHALL ALSO I IAV[ Tl I[ MINIMUM [NGINEER.ING 1--'ROPERTIES SI IOWN IN SEC l"ION 17 21 r·cM )\ t: rts I Kl:::SULTS or ALL. 1--"KOPOSl:::!J tlACKI-ILL MATERIALS. WHETHER ON-SITE OR IMPORTED, SHALL BE SU8MI ITE:lJ ·10 I HC ENGll'IEER roR APPROVAL PRIOR TO CONSTRUCTION G DRAINAGE f.'IPE. PERfORATED OR SLOTTED PVC OR CORRUGATED I-IDPE 1--'IPC l'vlANUFACTURED IN ACCORl.lANCi::: 'NI I H D3034 AND/OR ASTM F405 CONSTRUCTIOl'-I ADrlESIVE. EXTERIOR GRADE:: ADHESIVE AS RECOMMEMDCD BY I HC RI::: I AINING WALL MANUFACTURER R.11 Aciive projects\Pacific Vista Commerce Cenier\ConstrL1ction Drawings\C703-17067NN0.dwg, SHEET 16, 10/18/201710 33:26 AM PAC F C V STA COMMERCE CENTER PLANS ANCHOR RETANNG WALL 7.0 FOUNDATION SOIL NOTES EXCAVATE IOUNDATION SOIL AS REQUIRED FOR FOOTING OR BASE DIMENSION SHOWM ON THE DRAWINGS. OR AS DIRECTED BY ! HI:: PROJl::C I G!::OTECHMICAL ENGINEER 2 THE 0\1\JNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINE:C:R TO EXAMINE FOUNDA !ION SOIL ro ENSURE THAT IHE ACTUAL FOUNDATIOM SOIL STRENGTH MEETS OR EXCEEDS THAT INDICATED ON THE DRAWINGS. UNSUITABLE SOILS ARE DCFINED AS ANY SOIL THAT DOES NOT HAVE SUFFICIENT BC.AK!NG CAPACITY OR WILL CAUSE EXCESSIVE WALL SI:: r I LE:.MEf\lT R[MOV[ SOil NOT MEE rlNG lHE REQUIRED STRENGTH 3 J'HE OWNER SHALL RCTAIM THE SERVICES OF A GEOfECHNICAL ENGINEER TO DETERMIME IF THE FOUNDATIOM SOILS WILL REQUIRE SPECIAL TREATMEMT OR CORRECTIOM TO CONTROL TOTAL AND DIFFERENTIAL SETTLEMENT 4 F'ILL OVER-EXCAVATED AREAS WITH SUITABLE COMPACTED BACKFILL. AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. 8.0 BASE COURSE NOTES 1 PLACE BASE MATERIALS TO THE DEPTHS AND WIDTHS SHOWN ON THE DRAWINGS, UPON UNDISTURBED SOILS, OR FOUNDATION SOILS PREPARED AS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER A EXTEr,I □ THE l.EV[LING PAD LATERALLY AT LEAST 6 INCHES IN FRONT AND BEHIND THE LOWERMOST CONCRE:T[ RETAINING WALL UNll 8 PROVIDE AGGREGATE BASE COMPACTED TO 6 INCHES THICK (MINIMUM) 2. COMPACT AGGP.EGATE BASE MATERIAL TO PROVIDE A LEVEL, HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UNITS 3 PREPARE BASE MA] CRIALS ro CNSURE COMPLCTE COMTACT WITH RE"!AINIMG WALL UNITS. GAPS ARE NOT ALLOWED 9.0 ERECTION NOTES EXCAVATION SUPPORT IF REQUIRED IS THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING THE STABILITY OF THE EXCAVATION AND ITS INFLUENCE ON ADJACENT PROPERTIES AND STRUCTURES 2 GENERAL. E:RECT UNITS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMf'vlENDATIONS, AND AS SPECIFIC:□ HEREIN 3. PLACE FIRST COURSE or CONCRETE WALL UNITS ON THE. PREPARED BASE MATERIAL. CHECK UNITS FOR LEVEL AND ALIGNMENT. MAINTAIN Tl-IE St\ME ELEVATION AT THE TOP OF EACH UNIT WITfl!N EACH SECTION OF THE BASE COURSE. 4. ENSURE THAT FOUNOArlON UNITS ARE IN FULL CONTACT WITH NATURAL OR COMPACTED SOil BASE 5 PLACE CONCRETE WALL UNITS SIDE-BY-SIDE FOR FULL LCNGTH OF WALL ALIGNMENT ALIGNMENT MAY BE DONE: BY USING A ST[\ING LIN!:: MCASURED FROM THE BACK OF THE BLOCK. GAPS ARE NOT ALLOWED BETWEEN THE FOUNDATION CONCRETE 'NALL UNITS 6. PLACI:: 12 INCI-IES (MINIMUM) OF DRAINAGE AGGREGATE BETWEEN, AND DIRECTLY BEHIND THE CONCRETE WALL UNITS. rill VOIDS IN RETAINING WALL UNITS WITH DRAINAGE AGGREGATE. PROVIDE A DRAINAGE ZONE BEHIND THE WALL UNITS TO WITHIN 9 INCHES OF THE FINAL GRADE. CAP THE BACKFILL AND DRAINAGE AGGREGATE ZONE WITH 9 INCHES OF IMPERVIOUS MATERIAL INSTALL DRAINAGE PIPE AT THE LOWEST ELEVATION POSSIBLE, TO MAINTAIN GRAVITY FLOW OF WATER TO OUTSIDE OF THE RE:INFORCED ZONE. SLOPE THE MAIN COLLECTION DRAINAGE PIPE. LOCATED JUST BEHIND THE CONcr,ETE RETAINING WALL UNITS, 1 PERCENT {MINIMUM) TO PROVIDE GRAVITY FLO\J\JTO THE DAYLIGHTED AREAS DAYLIGHT THE MAIN COLLECTION DRAINAGE PIPE TO AN APPROPRIATE LOCATION AWAY FROM THE WALL SYSTEM AT EACH LOW POINT OR AT 150 FOOT (MAXIMUM) INTERVALS ALOMG THE WALL 8. REMOVE EXCESS FILL FROM TOP OF UNITS AND INSTALL NEXT COURSE. ENSURE DRAINAGE AGGREGATE AND BACKFILL ARE COMPACTED BEFOR[ INS l'ALLATION OF NEXT COURSE 9 CHECK EACH COURSE FOR LEVEL AND ALIGNMENT. ADJUST UNITS AS NECESSARY WITH REINFORCEMENT SHIMS TO MAINTAIN L[V!::L, ALIGNMENT, AND SETBACK PRIOR TO PROCEEDING WITH EACH ADDITIONAL COURSE 10 INSTALL EACH SUCCEEDING COURSE BACKFILL AS EACH COURSE IS COMPLETED PULL THE UNITS FORI/VARD UNTIL THE LOCATING SURFACE or THE UNIT CONTACTS THE LOCATING SURFACE OF THE UNITS IN THE PRECEDING COURSE INT[RL.OCK WALL SEGMENTS THAT MEET AT CORNERS BY OVERLAPPING SUCCESSIVE COURSES. ATTACH CONCRETE RETA!MING WALL UMITS AT EXTERIOR CORr-lERS WITH ADHESIVE SPECIFIED 11. INS l"ALL GtOSYN fHETIC REINFORCEMENT IN ACCORDANCE WlTH GEOSYNTHETIC MANUFACTURER'S RECOMMENDATIONS AND THE SHOP DRAWINGS a ORIENT GEOSYNTHETlC REINl-"OR.C!::MEN I WI I H I HE HIGHEST STRENGTH AXIS PERPENDICULAR TO Tl-IE \/VALL FACE o. PRIOH IO G!::OSYNTHETIC REINrORCEMENT PLACEMENT, PLACE THE BACKFILL AND COMPACT TO THE ELEVATION OF THE TOP OF Tl-IE WALL UNITS AT THE ELEVATION OF THE GEOSYNTHETIC REINFORCEMENT C PLACE GEOSYNTH!:: nc Hl.:INFORCEMENT AT THE ELEVATIOMS AND TO THE LENGTHS SHOWN ON THE DRAWINGS d. LAY Gl::OSYN I HtTIC REINrORCEMENT HORIZOMTALLY ON TOP OF Tl-IE CONCRETE RETAINING WALL UNITS AND I HI::: COMPACTED BACKflLL SOILS PLACE r·HE GE:OSYNTHETIC REINFORCEMENT WITHIN ONE INCH OF THE FACE OF THE CONCRETE RETAINING WALL UNITS PLACE TflE NEXT COURSE. OF CONCRETE RETAINING WALL UNITS ON TOP OF THE GEOSYNTHETIC REINFORCEf'vlENT e THE GEOSYNTHETIC REINFORCEMEMT SHALL BE IN TENSION AND FREE FROM WRINKLES PRIOR TO PLACEMENT OF THE BACKFILL SOILS. PULL GEOSYNTI-IETIC REINFORCEMENT HAND-TAUT AND SECURE IN PLACE WITH STAPLES, STAKES, OR BY HAND-TENSIONING UNTIL THE GEOSYNTHETIC REINFORCEMENT IS COVERED BY 6 IMCHES OF LOOSE FILL TH[ GLOSYNTI-IETIC REINFORCEMENTS SHALL BE CONTINUOUS THROUGHOUT THEIR EMBEDMENT LENGTHS. SPLICES IN TflE GEOSYNTHETIC REINFORCEME.r-rr STRENGTH DIRECTION ARE NOT ALLOWED. g DO NOT OPERA!E TRACKED CONSTRUCTION EQUIPMENT DIRECTLY ON THE GEOSYNHIETIC REINFORCEMENT AT LEAST 6 INCi IES OF COMPACTED BACKFILL SOIL. IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICL.ES OVER THE GEOSYNTHETIG REINFORCEMENT KEEP TURNING OF TRACKED CONSTRUCTION EQUIPMENT TO A MINIMUM h RUBBER-TIRED b)UIPl\llENT MAY PASS OVER THE GEOSYNTHETIC REINFORCEMENT AT SPEEDS OF LESS THAN 5 MILES Pt::.R HOUR. TURNING OF RUBBER-TIRED EQUIPMEr-lT IS NOT ALLOWED ON GEOSYMTHETIC REINFORCEMENT 10.0 BACKFILL PLACEMENT NOTES -1 PLACE REINFORCED BACKFILL, SPREAD AND COMPACT IN A MANNER THAT WILL MINIMIZE SLACK IN THE REINFORCEMENT 2 PLACE FILL WITI-IIN THE KE:INF'ORCED ZONE AND COMPACT JN LIFTS NOT EXCEEDING 6 TO 8 JNCHES (LOOSE THICKNESS/ WHERl:: HAND-OPERATED COMPACTION EQUIPMENT IS USED, AND NOT EXCEEDING 12 INCHES (LOOSE THICKNESS) WHERE HEAVY, SELF PROPELLED COMPACTION EQUIPMENT IS USED A ONLY LIGHT\/\/EIGHT HANO-OPERATED COMPACTION EQUIPMENT IS ALLOWED WITHtr---I 4 FEET OF THE BACK OF THE RETAINING 1/\JALL UNITS. 3 Mlf'JIMUM COMPACTION REQUIREMENTS FOR FILL PLACED IN HIE REINFORCED ZONE /.\ COMPACT TO 90 P[RC[NT OF THC SOIL'S LA80RATORY MAXIMUM DRY DENSITY (ASTM □·1557) FOR THE ENTIRE WALL I l[IGI IT. B V[RIFY COMPACTION REQUIREMENTS WITH HI[ PROJECT GEOTECHNICAL EMGINEER. C UTILITY TREMCI I GACKFILL. COMPACT UTILITY TRENCH BACKFILL IN OR BELOW Tl-IE REINFORCED SOIL ZONE TO 90 PERCENT Or' THE SOIL'S LABORATORY MAXll'VIUM DRY DENSITY (ASTM □·1557). OR AS RECOMMENDED BY THE PROJECT GEOTECI-INICAL ENGINEER D MOISTURE CONTENT: AT OK 2 1--"!::RCCN rAGE PO!NTS ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL WALL HEIGHTS. E THESE NOTES MAY BE CHANGED BASED ON RECOMMENDAl IONS BY THE PROJEC r GEOTECHNICAL ENGINEER. 4 AT THE END OF EACH DAY'S OPERATION, SLOPE THE LAST LEVEL OF COMPACTED BACKFILL AWAY FROM THE IN ll:RIOR (CONCEALED) FACI:: 01-· I HI:: WALL TO DIRECT SURFACE WATER RUNOFF AWAY FROM THE WALL FACE. A rHc. GCNl::RAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAI" THE FINISHED SITE DRAINAGE IS DIRl:::C rE:D AWAY fROM THE RETAINING WALL SYSH:.M B IN ADDITION, THE GEMERAL CONTRACTOR IS RESPOMSIBLE FOR ENSURING THAT SURFACE WATER RUNOFF FROM ADJACENT CONSTRUCTION AREAS IS NOT ALLOWED TO ENTER THE RETAINING WALL AREA OF THE CONSTRUCTION SITE. 11.0 CAP UNIT INSTALLATION NOTES 1 APPLY ADHESIVE TO THE TOP SURFACE OF THE UNIT BELOW AND PLACE THE CAP UNIT INTO DESIRED POSITIOM 2 CUT CAP UNITS AS NLCLSSARY TO OBTAIN THE PROPER FIT ':l BACKFILL AND COMPACT TO TOP OF CAP UNIT 12.0 WALL CONSTRUCTION TOLERANCE NOTES I WALL CONSTRUCTION TOLERANCES A VERTICAL A.LIGNMEl'-IT: PLUS OR !\Ill NUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES OVl.:I< rHtc LENG rH OF THE WALL B HORIZONTAL LOCATION CONTROL FROM GRADING PLAN: 8. ·1 STRAIGHT LINES PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE. WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES OVER THE LEMG l"H OF THE WALL 8 2 CORNER AND RADIUS LOCATIONS PLUS OR MINUS 12 INCHES 8.3. CURVES ANO SERPENTINE RADII: PLUS OR MINUS 2 FEET C IMMEDIATE POST CONSTRUCTION WALL BATTER. WITHIN 2 DEGREES OF THE DESIGN BATTER OF THE CONCRETE RETAINING WALL UNITS D BUL.GING. PL.US OR MIMUS 1-1/4 INCHES OVER ANY -I □-FOOT DISTANCE 13.0 UTILITY NOTES 1 UTILITY INFORMATION MAY NOT HAVE BEEM PROVIDCO TO THE ENGINi::ER OF RECORD FOR THE PREPARAI ION OF THCSI:: PLANS, AND THERffORE MAY NOT BE INCLUDED. Ii-UTILITIES ARC LOCATED WITHIN THE PROPOSED REINI-ORCED ZONE THE: ENGIN[ER OF RECORLJ MUS 1· BE MOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL Kt; IAINING WALLS TO REVIEV\/THE DESIGN AND/OR PLANS. MOlJII-ICATIONS TO THi:: UC.SIGN AND/OR PLANS MAY BE REQUIRED, AND MAY TAKt: UP fO TEN BUSINESS DAYS 2 UTILITIES MUST BE PROf.'ERLY DESIGNED (BY OTHERS) TO WITHSTAND ALL 1-0RCES FROM I HE SLGMENTAL 8ETAINING WALL UNITS, REINFORCED SOIL MASS. AND SURCHARGE LOADS (IF ANY). 3 STORM DRAINS Af{E PRONE TO LEAKING. THEREFORE, IF A JOINT IN A STORM DRAIN JS LOCP,TED WITI IIN 100 FEET OF Tiff: RETAINING WALL THE STORM WATER PIPE MUST BE WATER TIGH 1·. NEOPRENE 0-RINGS MUST B[ INSTALLED AT ALL STORM PIPE JOINTS AS A MINIMUM 4 WATER LINES, INCLUDING IRRIGATION SYSTEMS, MUST BE WATER TIGH f WITHIN 100 FEET OF THE RCTAINING WALL LEAKAGE BEHIND A RETAINIMG WALL I/VI LL INCREASE THE HORIZONTAL PRESSURE AGAIMST THE WALL LEADING TO WALL F'AILURE FOR THIS REASON, SUBSURFACE WATERLIMES AND IRRIGATION SYSTEMS SHOULD NOT BE INSTALLl::D ABOVE THE REINFORCED ZONES OF THE RETAINING WALL. OR WITHIM 5 F[[T OF THE REINFORCED ZONE 14.0 FIELD QUALITY CONTROL AND QUALITY ASSURANCE NOTES 1 INSTALLER JS RESPONSIBLE FOR QUALITY COMTROL OF INSTALLATION OF SYSTEM COMPONENTS 2 THE OWNER SHALL EMPLOY AM INDEPENDENT THIRD PARTY SPE:CIAL INSPECTOR EXPERIENCED IM S[GMENTAL RETAINING WALL CONSTRUCTION TO PLRFORM QUALITY ASSURANCE VERIFICATIOM OF THE CORRECT INSTALLATION Of"'. SYSEM COMPONENTS IN ACCORDANCE WITH THESC SPEClflCATIONS AND THE DRAWINGS 3 CORRECT WORK WHICH DOES NOT MEET THESE SPECIFICATIONS OR THE REQUIREMENTS SHOWN ON TH[ DRAWINGS AT THE IMST ALL ER'S EXPENSE 4 PROJECT GEOTECHNICAL [NGINEER TO PERf:ORM COMPACTION l'!:iSTING OF Tl IE REINFORCCD .BACKFILL PLACED AND COMPACTED IN THE REINFORCED BACKf'ILL LONE A fES rlNG FREQUENCY (OK AS DIRfCTED BY PROJECT GEOffCI INICAL ENGINEl:::k) B ONE TEST FOR EVERY 2 F[[T (VERTICAL) OF FILL PLACED AND COMPACTED, FOR EVERY 50 LINEAL rEET OF RETAINIMG WALL C VARY COMPAC rlON JEST LOCATIONS TO COVER Tl IL ENT"IRE ARCA OF THE REIMFORCE:D SOIL ZONE, INCLUDING TH[ AR[A COMPACTED BY TH[ HAND-OPE RAT[□ COMPACTION EQUIPMENT 5 PROJECT GEOTECHNICAL ENGIMEER TO TES r· ALL. SOIL PROPOSED f'-OR USC IN THE SEGMCNTAL RE IAINING WALL CONSTRUCTION, INCLUDING SOIL IN THE IOUNDA rlON, RETAINED ANLJ REINFORCED ZONE OF THE I/VALLS, rD CHECK COMPLIANCE WITH THE MA ll-J-{IAL SPECIFICATIONS AND ENGINEERING PROP!::.K rlES 15.0 STATEMENT OF SPECIAL INSPECTIONS SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH CBC SECflON 1704 b 2 SPECIAL INSPECTION WORK IS TO BE PERFORMCD BY THE PROJCCT GEOTECHNICAL ENGINEER, ClVIL CNGINEER/SURl/[YOR AND WALL D[SIGNER AS NOTE:□ 3 THE SPECIAL INSPEC'!OR'S RESPONSIBIL.ITIES INCLUDE VERIFYING THE: FOLLOWING: A UNI f DIMENSIONS SflALL. Bl:: INSPECTED BY THE GEOTECHNlCAL ENGINEER 8 ANCHOR WALL UMIT IDENTIFICATION OF COMPLIANCE WITH ASTM C ·13l2., INCLUDING COMPR.E:SSIV[ STRENGTH Ar-JLJ WATER ABSORPTION, AS DESCRIBED IN SECTION 3.1 OF ICC REPORT 1959. MAl'ERIAL SUBMIT!"ALS TO GE REVIEWED AND APPROVE[) f::lY rHE WALL DESIGNE:R C FOUNDATION PREPARATION SHALL BE INSPECTED BY THI:. Gl::OTECHNICAL ENGINEE:I-{ lJ. UNIT PLACEMENT. INCLUDING ALIGNMENT AND INCLINATIOM Sl·IALL BE CONFIRM!::LJ BY THE PROJl:.:CT CIVIL ENGINEER1SURVEYOR E GEOSYNTHETIC REINFORCEMENT TYPE AMO PLAC!::MENT SHALL Bl:: INSPECTED BY THE GEOTECHNICAL t.NGl!\JEER F BACKFILL PLACEMENT AND COMPACTION SHALL 81::: INSPECTE!J BY !HE GEOTECHNICAL ENGINEER. G DRA!NAGI::: PROVISIONS SHALL Bl:: INSPECTED BY THE Gl::.OTECHNICAL ENGINEER. 3. A 4 A B C D E TYPE AND EXTENT OF SPECIAL INSPECTIOM· SPECIAL INSPECTION SHALL BE PERFORMED ON A CONTINUOUS BASIS TYPE ANO EXTENT OF EACH TES I MODULAR UNIT DIMENSION SHALL BE VERIFIED ONCI:: PER WALL PRIOR TO rHE START OF CONSTRUCTION CONCRETE UNIT SHALL HAVE A MINIMUM 28-!JAY COMPRESSIVE S l"RENGTH OF 3,000 PSI AND A MMIMUM WATH{ ABSORPTION ur 7 PERCENT FOUMDATION PREPARATION SHALL BE INSPECTED FOR CO!VlPLIANCE WITH Tl IE AMC HOR RCTAINING WALL. DESIGN PARAMETERS AND GEOTECHNICAL ENGINEER Of RECORD RECOMMENDATIONS OMCE PER WALL PRIOR TO WALL CONSTRUCTION ANCHOR UNIT ALIGNMENT AND INCLINATION SHALL. Bl:: VERIFIED BY SURVEY[□ WALL HORIZONTAL LOCATIOf'I PRIOR TO CONSTRUCTION AND CORRECJ" BLOCK PLACEM[NT AGAINST TH[ LOWU{ BLOCK'S AUGNMENT DEVICE DURING CONS.fRUCTION GEOSYNTHETIC REINFORCEMENT TYPE SHALL BE VERIFlED PRIOR TO CONSTRUC ! ION WITH AN IMSPECTION OF THE GEOSYNTHETIC REINFORCEMENT DELIVERED TO THE SITE FOR WALL, COMSTRIJCTION PLACD.11ENT Or' GEOSYf\lTI-IETIC RE::INFORCEMENT SHALL Bl COMTIMUALLY OBSERVED DURING WALL CONSTRUCTION FOR COMPLIANCE WITI I THE ;.\NCl-lOR RETAINING WALL PLANS I-'. BACKFILL SOIL SHALL Bl:: VC.KII-IE::U IN COMPLIANCE WI Ill THE ANCHOR RETAINING WALL PLANS ANlJ SOIL DESIGN PARAMETLRS PRIOR TO AND PERIODICALLY. Ir NEEDED DURING CONSTRUCTION BACKrlLL SOIL COMP AC I ION SHALL BE CONTINUOUSLY OBSERVED. BACKFILL TO BE COMPACTED TO AT LCAS I 90 PERCEN r or IHE MAXIMUM DRY O[NSITY AS DE IH~MINED BY AS l"M lJ 155{'. G ALL DRAINAGE PROVISIONS SHALL BE VERIFIED IN COMPLIANCE WITH ·1HE ANCHOR RE l"AINING WALL PLANS AND THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER 01-' RECORD AS CONSTRUCTED AND PRIOR ·10 BACKFILL 5. SEISMIC OR WIND RESISTANCE: A THERE ARE NO ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR SEISMIC OR WIND RE:SISTANCE PER CCIC '170b 6 STRUCTURAL OBSERVATIONS A rHERC ARE: NO REQUIRED STRUCTURAL OBSERVATIONS Pb.H CBC "1704 6 7 SPECIAL INSPECTION NOTES A THE SPECIAL lMSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION ro, AND NOT A SUBS I ITUT[ FOR THOSE IMSl--'l:::CTIOr-Js REQUIRED TO BE PERFORMED BY THE BUILDING INSPE:CTOR. 16.0 SUBMITTALS 1 THE GEOTECHNICAL ENGINEER SHALL SUBMIT LETTER TO RED ONE ENGIN[[Rlr-JG PRIOR TO Tl IE START OF SEGMEMTAL \NALL CONSTRUCTION THAT ALL SOILS PROPOSED FOR CONSTRUCTION MCET Tl-IE REOUIRC:MENTS or THIS SPECIFICATION DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, LIMITED TO WORK TO BE DONE ON SHEETS 16-23, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. RED ONE ENGINEERING, INC. 1295 DISTRIBUTION WAY VISTA, CA 92081 PHONE: 760-410-1665 BY=#.!fl-i!Ld MATTHEW M. MERRITT, R.C.E. 68429 EXPIRES 09-30-19 DATE: !o/18/t? 17.0 ANCHOR WALL DESIGN NOTES 1 IT IS Tl-IE RESPONSIBILITY OF THE OWNCR OK OWNER'S REPRESENTATIVI:: ro VERIFY Tl-IE SOIL STRENGTH DESIGN PARAMETERS ARE REPRESENTATIVE or I HE SOILS AVAILABLE FOR WALL CONSTRUC ! ION IF THE SOil STRENGTH PARAMETERS ARE l"OUND TO Bl:: INCONSISTE:NT WITH Ti-lOSE ASSUMED BY THE 1:.NGINEt:K or RECORD THIS DCSIGM IS NO LONGER VALID AND I r.Is THE RESPONSIBILITY OF THE OWNER OR OWNCJ-{S REPRESENTATIVE TO NO I IFY Tl·I[ ENGINEER OF RECORLJ SO l"HE RETAINING WALL SYSTEM CAN Lil Kl:::DESICONElJ F-AILURE TO NOTIFY I HE ENGINl:.ER OF RECORD !VlAY RESULT IN FAILURE OF THE RUAIN1NG I/\/ALL 2 SOIL. DESIGN f--lAl~AIVlETERS A RCINFOF~CED SOIL PHI= 30 DE'Gkt:ES C= 0 PSF GM1lMA..., '130 PCF RETAINED SOIL f--'HI..., JO D[GREES c-u PSF' GAMMA= no Per FOUNIJAl'ION SOIL PHI= 30 DEGRCCS C= 0 PSF GAMMA-130 PCF 3 DESIGN PEA.K GROUND ACCELl:::RA TION (2ITPGArn Pl::R 1016 CBC AND ASCE 7-'IO)· 0 2!:JG 4 REINFORCED BACKFILL SHALL MEET SOIL CLASSlf'"ICATION, GRADATION AND PLAS I ICITY INDEX AS STATCD IN SECTION 6 5 THIS SHEET 5 GEOTECHNICAL PARAIVlETERS USED FOR lJ!::SIGN SHALL BE CONFIRMElJ i:lY GEOTECHNICAL ENGi NEEi"\ PRIOR m WALL CONSTRUCTION 6 LATERAL EARTH PRl.::SSUF<.ES AR.I:: lJETERMINED USING COULOrvrn l:::.ARTH PRESSUl{I:: I Hl:::ORY "( lN I C.KNAL STABILITY or WALLS A MINIMUM FACTOR or SAFETY ON GEOGRID 8 rRl:::NGTI-I = 1 so B MINIMUM I ACTOR OF SAFC I YON GEOGR.llJ PULLOUT= 1 50 C PERCENT COVERAG[ OF GEOGRID ~, 100% 8 EXTERNAL ST AGILITY A. Mlf\llMUM FACTOR OF SAFETY AGAINST BASf::: SLIDING"' 1 50 B i'v'llNIM\JM f'ACTOR OF SAFETY AGJ.\INST OVERTURNING= 2.00 C. rvllNIMUM FACTOR OF SAFETY AGAINST SOIL BEf\RING OVERSTRESS= 2 00 D. UNIFORM SURCHARGE= AS SHOWN ON smUCTURAL CALCULATIONS E BACKF-ILL SLOPE= AS SI-I0\1\/N ON SIT[ PLAN ANDS rRUCTURAL CALCULATIONS 9 GLOBAL STABILITY {TO Bl:: CONrll"\Ml::.D BY G[OTECHNICAL ENGINEER) A MINIMUM FAG [OR OF SAFETY AGAINST STATIC GLOBALS rABILITY --1 50 B MINIMUM FACTOR OF SAH::: IY AGAINS! SEISM!C GLOBAL STABILITY= 1.15 18.0 ANCHOR WALL ICC REPORT ANCI !OR \NALL SYSTEM Af--'Pr\OV[D FOR. US[ WITli MIRAFI GE:OGRID IN ICC-ES Rl::POfH ESR-1959 19.0 APPLICABLE BUILDING CODE ALL CONSTRUCTION SI !All. CONfORM TO THE 2016 CALIFORNIA BUILLJING co□= 20,0 ANCHOR RETAINING WALL PLAN SHEET INDEX SHEET 16 SHEET "17 Si-11:-1::!18 SHEET19 SHEET 20 SHEET 2·1 SHEl::T 22 SI l!::C I 23 TITLE SHEE'I AND NOTES ANCHOR WALL PLAN VIEVV ANCHOR WALL f--'LAN VIEW ANCHQf-{ \NALL Pl<0I-·ILb ANCI IOR WALL PROFIL[ AMCHOR WALL PWJr'ILE ANCHOR WALL Pr\Or'ILE TYPICAL WALL S[CTION AND DC IAILS ANCHOR RETAINING WALL DESIGNED FOR INTERNAL AND EXTERNAL STABILITY ONLY. GEOTECHNICAL ENGINEER OF RECORD TO CONFIRM SITE GLOBAL STABILITY. 11 AS BUILT'' fl,Jf-/J -f LJ ~h I lr1 DATE ,, DATE ~ CITY OF CARLSBAD ~ 1------1---+----------------+-----11----+---+---1 ~ ENGINEERING DEPARTMENT L_EJ ;:::AN:;::;C:;H:;O:;R'...:R;:E;:T;:AI::;:N;:IN;;;G:::;W::ALL~::;P;:LAN:::;:S;::;F:;O;R::: ==='..-=:===: prepared by 1~ed one engineering Inc 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red1engineering com PREPARED FOR THE EXCLUSIVE USE OF 1295 DISTRIBUTION WAY VISTA, CA 92081 TEL 760 509 0079 FAX /60 509 0018 GEOGRID RETAINING WALL SYSTEMS, INC 3-26-1'1 MMM AS-BUILT DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL PACIFIC VISTA COMMERCE CENTER TITLE SHEET AND NOTES GR2017-0039 A APPROVED: a CITY ENGINEER .I DWN BY: CHKD BY: RVWD BY: fj I JASON S. p~LDERT ., J 1 ... 11 /I/JIJ.n1'1- PE 63912 EXPIRES 9 /30 /18 DA TE PROJECT NO. SDP2017-0002 DRAWING NO. 505-4A AS-8LJ IL T r--.. ~· I C() i ~ I 0 ~ -I ' (/) I z <C _j [L _j _j <C s (') z z <C f-w O::'. O::'. 0 I u z <C I f'0 0 r--.. O::'. w f-,, ~ w u w u O::'. w 2 2 0 u <C f- V) > u LL u <C [L I I l en ,, ~ I s 'O ':n ,ea .,. r:io I :ij6 i '.~ OJ ... 1J • ] ~z 3 ,~~ ~ i;:I E :fl o "'' D cl '.i,i •j) JTI , .. '11~ f "z z m en Si ,. I -O'\ 0 '-+i N w , CJ JJ ~ 2 G) 2 C ~ DJ m JJ CJ JJ i 2 G) 2 C ~ DJ m JJ CJ JJ ~ 2 G) 2 C ~ DJ m JJ ~ ~ u,"l ~ ~ ! , I , . ! I ii . ' . ' ' ,, ' Ii . ! ' Ii : I I. ! \ •"'/" 2+00:00.!/ •i (2+50,00 CONSTRUCTION NOTES STORM DRAIN INLET AND PIPE AT BACK OF GEOGRID.· REINFORCEMENT, COORDINATE INSTf;ILLATl□N:PURING \y\ Al,,l, t;DNST.RU.C!fj□N,··· TRIM IGEOGRIP fs NEEJlEf'. ·.. • I , • • , . '"'" • a "'"""°' ' • • • • • • :•:• i "°"'-M • ""'''" "/ .• ,. ....... , .s:1+00.00 1. GRADING PLAN LINES, GRADES AND ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. PLEASE SEE PROJECT GRADING PLAN FOR SITE INFORMATION. 2. GENERAL CONTRACTOR/DEVELOPER AND GEOGRID, INC. SHALL COORDINATE THE INSTALLATION OF ALL SUBTERRANEAN CONSTRUCTION WITHIN THE REINFORCED ZONE. RED ONE ENGINEERING, INC. SHALL BE CONSUL TED PRIOR TO ANY EXCAVATION WITHIN THE REINFORCED ZONE. ALL EFFORTS SHALL BE MADE TO COORDINATE INSTALLATION OF SUBTERRANEAN FEATURES DURING WALL CONSTRUCTION. 3. DURING CONSTRUCTION AND AFTER WALL COMPLETION THE FINISHED GRADE SHALL BE GRADED TO DRAIN AWAY FROM THE ANCHOR RETAINING WALL UNTIL FINAL DRAINAGE SYSTEM IS COMPLETE. NO STANDING WATER SHALL BE ALLOWED TO POND ABOVE THE ANCHOR RETAINING WALL. R:\1 Active projects\Pacif1c Vista Commerce Center\Construct1on Drawings\C703-17067NN0.dwg. SHEET 17, 10/18/2017 "IQ 33-27 AM j i LIMIT OF GEOGRlp .... REINFORCEMENT (TYP.) 6+00.00 -6+50:0.CJ!: STORM DRAIN INLET AND PIPE AT ·BACK· OF GEOGRID REINFORCEMENT, COORDINATE .· INSTAl,.L{tTJON, DUR~NG \v\Al,.b CONSTRUCifl□N .. . ' . ' i ' i TRIM GEiilG~ID AS NE!j:Dl;:D,1 L ' i .... ;:;;, ...... , ......... ::) .. , .. . 8+00.00 """""" ANCHOR RETAINING WALL PLAN VIEW SCALE: 1"= 40' ,. :<: .. ----" 3fOJ.OO :, );' ' "'1~ '-, .. )' ' / ,---~ , ' • I ! i 1±00.00 . . • I • l'/Ail.l #2 . . ' ----_,. . ·,--:"' --; .. •.: .. "AS BUILT" ~J/4 {/U} DATE INSPECTOR ~ CITY OF CARLSBAD SHEETS 23 1---+---+----------------i-----;--;---;----; ~ ENGINEERING DEPARTMENT :::AN=:::::C=H::::O::::R'..':R;:E;:T;::AI~N~IN~G::::W~ALL':;::~P;:LANS~~FO:;:;:R:::::::==='--===~ prepared by 1~ed one engineering Inc 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red 1 engineering.com PREPARED FOR THE EXCLUSIVE USE OF 1295 DISTRIBUTION WAY VISTA CA 92081 TEL 760 509 0079 FAX 760 509 0078 GECGRID RETAINING WALL SYSTEMS, INC DAlE INITIAL OAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL OAlE INITIAL CITY APPROVAL PACIFIC VISTA C0MM£RC£ CENTER ANCHOR WALL PLAN VIEW nAP~P~R:O~V:E:D:~~.i,!L~~L~-~J=A=SO:N ~· l.DERT _ II I ,n. CITY ENGINEER PE 63912 EXPIRES 9 30 18 A DWN BY: CHKD BY: RVWD BY: PROJECT NO. SDP2017-0002 DRAWING NO. 505-4A AS-BUI LT I I I I I • CJ I 2 Gl 2 C ~ OJ m JJ CJ :a ~ 2 Gl 2 C ~ OJ m 1J Cl :0 i 2 Gl 2 C ~ OJ ~ 030'/ 18 06 -~ -..J 0 ~ ..., N ~ w ~ ):il. ii' ------•. .:----:---. CONSTRUCTION NOTES 1. GRADING PLAN LINES, GRADES AND ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. PLEASE SEE PROJECT GRADING PLAN FOR SITE INFORMATION. 2. GENERAL CONTRACTOR/DEVELOPER AND GEOGRID, INC. SHALL COORDINATE THE INSTALLATION OF ALL SUBTERRANEAN CONSTRUCTION WITHIN THE REINFORCED ZONE. RED ONE ENGINEERING, INC. SHALL BE CONSUL TED PRIOR TO ANY EXCAVATION WITHIN THE REINFORCED ZONE. ALL EFFORTS SHALL BE MADE TO COORDINATE INSTALLATION OF SUBTERRANEAN FEATURES DURING WALL CONSTRUCTION. 3. DURING CONSTRUCTION AND AFTER WALL COMPLETION THE FINISHED GRADE SHALL BE GRADED TO DRAIN AWAY FROM THE ANCHOR RETAINING WALL UNTIL FINAL DRAINAGE SYSTEM IS COMPLETE. NO STANDING WATER SHALL BE ALLOWED TO POND ABOVE THE ANCHOR RETAINING WALL. RI\ 1 Aciive projects\Pacific Vista Commerce Center\Construction Drawings\C703-17067NNO.dwg. SHEET 18, 10/18/2017 10.33.32 AM .',I . I ' ·'---- ' .. ·~-·· ANCHOR prepared by 1~ed one engineering inc e,;' • ",:-·; '.,';_,, / ,· i • ., . RETAINING WALL PLAN VIEW SCALE: 1"= 40' PREPARED FOR THE EXCLUSIVE USE OF 1295 DISTRIBUTION WAY VISTA CA. 82081 1295 distribution way TEL 760 509 0019 vista, ca 92081 FAX 700 509 0078 :., ;, phone 760.410.1665 facsimile 760 509.0078 GEDGRID matt@red 1 engineering.com 3·26-fq MM/,1/ AS-BUILT DATE INITIAL DATE INITIAL RETAINING WALL SYSTEMS, INC ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE LIMIT OF GEOGRID_ REINFORCEMENT (il'YP.) ' ·--... _ 11 AS BUILT" ,1/AJ-!I I I di ~ /;; I ll'l. V ... V RCEt,9'1~'1 EXP. "I /to/1q DATE ' . REtd/YM I ,..-( ('_ t 't-f. J,. ,.;/Jo/11 INSPECTOR 7 Dl'ITE ~ CITY OF CARLSBAD ~ 8 ENGINEERING DEPARTMENT 3 ANCHOR RETAINING WALL PLANS FOR: PACIFIC VISTA COMMERCE CENTER ANCHOR WALL PLAN VIEW GR2017-0039 APPROVED: (I.. j, JASON S./,Gf,LDERT 1/ J U,J+ ~ . CITY ENGINEEl PE 63912 EXPIRES 9/30/18 DATE OWN BY: (,.,j_H PROJECT NO. DRAWING NO. INITIAL CHKD BY: llfMnt,R CITY APPROVAL RVWD BY: SDP2017-0002 505-4A AS-BUILT. ' r -00 0 -h N w □ ::.0 ~ 2 {j) 2 C ~ [!] m ::.0 □ :a ~ 2 {j) 2 C ~ [!] m :a tJ :a ~ 2 {j) 2 C ~ [!] m :a Cb ~ uf5 ~ ·~ $lj 398 GRID LENGTH = 4.0' GRID LENGTH = 6.0' · GRI~ LENGTH = 7.0' 396 1+00;00 TO 1+34;50 1+34.50 TO 1+45.75 1+45;75 TO 8+92;75 394 392 390 · 388.67 T',/ 388 386 386.67 B',/ ---- 384 - 382 380 378 ~STA 1+36:07 . .. .. . .. :iao:<i2 TOP PIPE 380,00 B',/ 376 374 372 370 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 ANCHOR RETAINING WALL #1 PROFILE STA 1+00 TO 2+95 SCALE: 1 "= 6' H: V 398 2+20 2+30 STA 2+41,5 379,97 TOP PIPE 2+40 STORM DRAIN iNLET AND PIPE AT BACK OF GEIJGRID REINFORCEMENT, COORDINATE INSTALLATION DURING ',/ALL CONSTRUCTION,; TRIM GEOGRID AS NEEDED, T SUBDRAIN □uf LET L~CAn~N ·~. DAYLIGHT TD SLOPE 2+50 2+60 2+70 :' 398 ;;396 i 394 ',392 ;390 e;; 388.00 T',/ ;,399 386 ,.384 :; 'J '382 380,00 B',/ ' ;390 378 '376 ;374 ;372 370 2+80 2+90 398 =.:....:.:..__: ___ .:..__: __ .:..__:.:..__:.:..__:.:..__:.:..__:_.:..__:.:..__:_.:..__:..:.:__.:..__:.:..__:.:..__: ___ .:..__:.:..__:_.:..__:.:..__:.:..__:.:..__:.:..__:.:..__:_.:..__:.:..__:---l..:....: ______ .:..__:_.:..__:.:..__:.:..__: _________ .:..__: _ __l __ .:..__: __ ___!G~R~IDc;!LE;:§· !!_NG~TH~==--27::.1:,0!:_' .:..__:.:..__:.:..__:.:..__: __ _,__ ____ .:..__:.:..__:.:..__: __ .:..__:_.;:_.:..__: __ ,_.:..__:.:..__:.:..__:.:..__:.:..__:_~ __ ,___l_.:..__:.:..__:_.:..__:.:..__:_.:..__:.:..__: __ --,-----===----l-=-----------------=--=----=--=--=--=--=-----------:__ 396____ 1+45.75 TO 8+92.75 ;396 394 ]394 392 "392 390 388 386 384 382 378 376 374 372 370 2+90 398' 394 392 390 388 386 384' 382_ 380 378 376 374 372 370 4+80 3+00 : 387,00 T',/ 379.33 B',/ 4+90 388,00 T',/ ' 3+10 3+20 3+30 5+00 5+10 5+20 R:\1 Active projecis\Pacific Vista Commerce Center\Construction Drawings\C703-17067NNO.dwg, SHEET 19, 10/18/20'17 10:33 37 AM T 3+40 3+50 5+30 5+40 387.67 ·T',/·1· SUBDRAl~ OUTLET LOCATION ~ . 3+60 4+10 ANCHOR RETAINING WALL #1 PROFILE STA 2+95 TO 4+85 SCALE: 1"= 6' H: V 386.67 T',/· 378,67 B',/ SUBDRAIN OUTLET LDCATI□N ~. DAYLlGHT TD SlQPE 5+50 5+60 5+70 5+80 5+90 6+00 ANCHOR RETAINING WALL #1 PROFILE STA 4+85 TO 6+50 SCALE: 1 "= 6' H: V prepared by PREPARED FOR THE EXCLUSIVE USE OF 1~ed one engineering Inc 1295 distribution way vista. ca 92081 phone 760.410 1665 facsimile 760.509.0078 matt@red 1 engineering.com 1295 DISTRIBUTION WAY VISTA, CA 92081 TEL 760 609 0019 FAX 760 509 0078 RETAINING WALL SYSTEMS, INC DAYLIGHT TD SLOPE 4+20 4+30 4+40 T . """"· 6+10 6+20 6+30 '3·Z6·/tf MMM AS-BUILT DA lE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 4+50 4+60 .. ;394 ii392 390 388 382 4+70 LEGEND 4" CAP UNIT 8" CAP UNIT VERTICA UNIT MIRAFI GRID 3XT MIRAFI GRID 5XT FINISH GRADE TOP OF WALL BOTTOM OF WALL GRID LENGTH POINT OF CURVE POINT OF TANGENT GRID CHANGE 387.00 T',/ · 379,3S B',/ 4+80 390 ,,388 r-'--~386 C8J D ·, 384 ,· J _382 ~ '•380 '°379 ;; l,376 ;'374 372 370 ----- TW BW GL PC PT t 378,67 B',/ '380 378 .,376 '!374 ,,372 ··:370 6+40 6+50 DA lE INITIAL DAlE INITIAL OTHER APPROVAL CITY APPROVAL "AS BUILT" JJJ/ld1tllf DATE PACIFIC VISTA COMMERCE CENTER ANCHOR WALL PROFILE GR2017-0039 . AnrP~PR:O_::VE:D:_J{t'. /,/~lft..l,~[··~--=JA:SO:N s. ~[;L.DERJ _ /.I. , " /1///U/r CITY ENGINEER/ PE 63912 EXPIRES 9/30/18 DATE OWN BY: ' 'H PROJECT NO. cHKo BY, MM(IA. c-op2017-000'2 RVWD BY: -'• DRAWING NO. 505-4A AS-BUILT "" J> ~ n I ~i ._,! ,~ D e? ,::i C -::l rn~ :i D ~f " :·; 0 '" :;,, > -~ ~z ' ,~ 1 :i, ,, 'D -~ 'B~ • m " ,IJ. 'f ;~.~ rµz z m "' 0 " , I CJ JJ ~ z G'l z C s: OJ m JJ □ JJ § z G'l z C s: [!l ~ 398 GRID LENCTH =·7,0' 396..----:l---+---~-------_;_--~---_;_------~------_;__;__;_ __ _;_ __ ..-_ _;_ ____ _;_ _ _;_ ____ _;__;__;_ __ =====C"..__;_ ____ _;__;_ ____ _;_ _____________ _;_ _________________________________ ~-~----,,.:396 1+45.75 TO 8+92.75 394 392 390 388 386 384 382 380 378 376 374 372 370 lj ., 1 • Y, T LrJ t 1 . l ' ' - . . 398' 396 394: 392 390 388 386: ' I . I ' - . ' . 6+50 I I .. , ... 1 • I I : I I ,oo TW I I I : I I I . I I I , . " '' ,cl ' ' I I I I I I I I I I l . ' . ' ' ' ' ' I ' I I I I I I I I ' ' ' ' ' I I ' . ' 378.00 BY ' . ~ ~it.st+f~~71'!Pt 6+60 6+70 I I : ,I"' ,I,,. ' I I I r ' ' I I I . I ' I I - ' ' I ' ' X I I-· · ·I .,.,,.,i,.,,,,1,--.. I···" I I ·+··-·1 I I I I ' ' _j __ . ' .. j,,,, ' ' . ' ' I . I ' I I I I I ' I I I I ' I I I TL! .L ' ' . ' I I •. r ,,. I I I ' 6+80 6+90 7+00 GRID LENGTH = 7.0' · 1+45:75 TO 8+92:75 STORM DRAIN INLET AND PIPE AT BACK OF GEOGRID REINFORCEMENT. COORDINATE INSTALLATION DURING ',/ALL CONSTRUCTION, TRIM GEOGRID AS NEEDED. · 385.33 TY I .. 384~''-r-'-T~,-'--~--~--r-'~"-r-"--,~-~'-r-~,-'--~--~--r-'~--"--,~---r-'~-~---~'-r-~,-'- 380 378' 376: 374: 372 370 8+30 8+40 ...... ' 377,33 BY SUimRAIN O~TLET LOCATION/ DAYLIGHT TO SLOPE 8+50 8+60 ANCHOR RETAINING STA 8+35 TO 9+04.75 396' 394: 392 390 388 386 384 382 380 378_ 376 374 372 370 368 366 ',/ 374,00 BY 8+70 8+80 WALL #1 PROFILE "' If) ! II ft SCALE: 7"= 6' H:V 2+00 2+10 2+20 R:\1 Active projects\Pacific Vista Commerce Center\Construction Drawings\C703-17067NNO.dwg, SHEET 20, 10/18/2017 10:34:23 AM 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 I I , .. ' ' ' ' ' ' ' ' . ' ' ' ' ' ' I I I ' ' ' ' ' ' I. ' . I I ' ' I I ' ' I I ' ' 7+10 7+20 7+30 386.00 TW - I ' I I ' ' I I . I I I ' ,. ' ' -1-"' .. ' 378.oo• BY 7+40 . ·+ ., ' ' I I ' I .. I. '+o• ""I'"' '"'!·"'",""+"··I .... ··t ' ' ' ' ' . . . .. ' ' ' I I I I I I I : I I I I ' ' ' ' -' ' ' ' I I . ' ~. SUBDRAIN OUTLET LOCATION DAYLIGHT TO .. SLOPE 7+50 7+60 . ' 1 ... I I ., . ANCHOR RETAINING WALL #1 PROFILE · GRID LENGTH = 6.0' 8+92.75 TO 9+04. 75 385,0 TY -·- 379,33 Bl,/ STA '7+84.03 . 376,52 TOP PIPE 8+90 9+00 STA 6+50 TO 8+35 398 396 394 392 390 388 386 384 382 380 378 376 374 372 370 GRID LENGTH = 10,0' · 1+ 75.00 TO 3+05.50 · i!l ~- it II .... a.. 396 394 392 390 388 386 384 382 380 378 376 374 372 370 368 366 1+00 s UBDRAIN .... DUTLET.·.· .. ·~-~.~.~~I~N _/ DAY_LJGHT TD SLOPE SCALE: 7"= 6' H:V GRID LENGTH = 4.0' 1+00.00 TO 1+34.50 1,1 384.00 BY 1+10 1+20 1+30 379,33• TY . ' ' ' ' . ·371.33 Bw . ' ' ' I 2+30 2+40 2+50 2+60 2+70 2+80 2+90 ANCHOR RETAINING WALL #2 PROFILE STA 2+00 TO 3+33.25 SCALE: 1"= 6' H:V prepared by PREPARED FOR THE EXCLUSIVE USE OF 1~ed 1295 OISTRIBU-1 ION WAY 1295 distribution way VISTA, CA 92081 TEL 760 509 0079 ·· [u!ll' · -·•· vista. ca 92081 FAX /60 509 0078 ,'/'.,/ .. phone 760410.1665 one facsimile 760.509.0078 GEDGRID matt@red 1 engineering. com engineering Inc RETAINING WALL SYSTEMS, INC ' I . . . ' ,,:, '"' ' ,,,, j' "" ·I -f ,,,,, I .:, I I I I I·. ' ' ' _j__~" ' T 1.,--'-.,.J. ' ·l···"·"·I·"· ' ' . ' ' ' ' ' I I I I I ' I I I I I I ' ' ' .,I ' ' . ' . ' ' ' ' ---T r·Lr~-1 I I I I I I I I I I ' ' ''"",I,,,, ' ' ' ' I I ' I I 7+70 7+80 7+90 8+00 GRID LENGTH = 6.0' GRID LENGTH = 7,0, .. 1+34.50 TO 1+56.25 1+56.25 TO 1+ 75.00 386,33 Tl,/ --- . 380,67 ... Bl,/ ... . . . TV ' X ><·I;,,<, X ~ I I I I I I ~L.r·-LT ' ' . ' ' I I I I ' ' ' ' .. ' -' ' I I I I I T T I I I •. ' . ' I I I .. .!---l --377,33 BY 8+10 8+20 GRID LENGTH = 10,0' 1+ 75.00 TO 3+05.50 Tl,/ -- 376.00 Bl,/ I I I I I I I I 8+30 :394 :. 392 390 388 " ' " :, I -· 386 384 382 380 378 :376 ,. ., ,' ,374 '372 370 396 "394 392 390 '388 /386 384 .382 "380 ' 378 ·376 374 STA 1+75 TD 3+05 SECONDARY REINFORCEMENT LAYERS . MIRAFI 3XT LAYERS = 4' 372 4 370 :368 ,366 1+40 1+50 1+60 1+70 1+80 1+90 2+00 ANCHOR RETAINING WALL #2 PROFILE STA 1 +00 TO 2+00 SCALE: 1''= 6' H: V 396 LEGEND · GRID LENGTH = 12.0' 4" CAf' UNIT = · 3+05.50 TO 3+33.25 394 8" CAP UNIT [2;J VERTICA UNIT CJ 392 MIRAFI GRID 3XT MIRAFI GRID 5XT -390 FINISH GRADE ------- TOP OF WALL TW 388 BOTTOM OF WALL 8W GRID LENGTH GL 386 POINT OF CURVE PC POINT OF TANGENT PT 384 GRID CHANGE I .382 380 .37s 376.00 T',/ 376 374 "" • !""" • , • ' ' . ' --- ' ' ' '· 372.67 Bl,/ 372 "AS BUILT" mnmo,,nrno,n 370 ir/4 tr!~ lid S@llj<J .... 368 ~c; 6Bit~'! "EXP, "I /:1,.o /11 ' DATE ' .366 ' : -' R~lE'v/EU,,,]Y~ I ffei~E 3+00 3+10 3+20 3+30 / 1((JJ(X IIA,r-- .v!NSPECTDR ~ CITY OF CARLSBAD ~ 0 ENGINEERING DEPARTMENT 3 ANCHOR RETAINING WALL PLANS FOR: PACIFIC VISTA COMM£RC£ C£NT£R ANCHOR WALL PROFILE GR2017-0039 ,. • APPROVED:/ i 'I :--n ~ JASON S./48/iJ:ERT .A .I. ,, , rJ CITY ENGINE5R PE 63912 EXPIRES 9 /30 /18 6AIT J-26-1'1 MMM AS-BU/LT 'H DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ""' .. ~ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP2017-0002 505-4A AS-BUILT J ' CJ D ~ z GJ z C s 00 m JJ 0 :a i z GJ z C s OJ m :a CJ :a i z GJ 2 C s DJ m JJ 030'1'18 N I 0 0 ~ -h N ~ w ' 394 392 g 390 g + -388 II 386 384 382 380 378 376 374 372 370 u o. 386,33 T\,/ 368. 366 1+00 394 392 390 388 386 384' 382 380. 378 376,-- 374 372. 370. 368 366 ' iS GRID LENGTH = 4.0' GRID LENGTH = 6.0' 1+00.00 TO 1+31.50 1+31.50 TO 1+57.75 1+10 1+20 1+30 1+40 1+50 394 GRID LENGTH = 1 o.o· 2+20.00 1p 3+39.25 392 ' 390 388 386 384 302.00 n, · 382 380 378.67 T',/ 378 -- 376 374 372 ... ····· · 370 368 366 2+90 3+00 3+10 3+20 3+30 3+40 ANCHOR RETAINING WALL #3 PROFILE 398 396 394 392 390 388 STA 2+95 TO 3+40 GRID LENGTH = ;7.0' 2+01.25 TO 2+51.50 386 384;J::ST;".'I2~~~~E'J:,i 382 380 378 376 374 372 370 2+30 377,33 B\I 2+40 2+50 SCALE: 1"= 6' H:V 2+60 GRID LENGTH = 6.0' · 2+51.50 TO 2+81.50 ; 378,00 B',/ 2+70 2+80 ANCHOR RETAINING WALL #4 PROFILE STA 2+35 TO 3+04 SCALE: 1"= 6' H:V R.\1 Active projects\Pacific Vista Commerce Center\Construct1on Drawings\C703~17067NNO.dwg, SHEET 21. 10/18/20'17 10:35:13 AM 1+60 398 396 394 392 390 388 386 384 382 380 378: 376 374' 372 370, 1+00 38;4, II l-o. 1+70 GRID LENGTH = 4.0' 1+00.00 TO 1+18.00 - 1+10 GRID LENGTH = . 4.0' 2+81.50 TO 3+04;00 379,33 B',/ 2+90 3+00 1+80 1+20 GRID LENGTH = 7.0' 1+57, 75 TO 2+20.00 1+90 2+00 2+10 ANCHOR RETAINING WALL #3 PROFILE STA 1+00 TO 2+95 - 1+30 SCALE: 1"= 6' H:V 380,00 B',/ . SUBDRAIN □UT LET L□CA T!□N CONNECT TD ',/ALL #3 SUBDRAIN 1+40 1+50 - 2+20 2+30 2+40 ·· GRID LENGTH = 6,0' 1+18.00 TO 2+01.25 1+60 1+70 1+80 ANCHOR RETAINING WALL #4 PROFILE STA 1+00 TO 2+35 SCALE: 1"= 6' H:V 398 396 394 392 390 388 386 384 382 380 378 376 374 372 370 prepared by PREPARED FOR THE EXCLUSIVE USE OF l'ed 1295 OISTRIBUTION WAY 1295 distribution way VISTA, CA 92081 TEL 760 509 0079 ·•·· ' vista, ca 92081 FAX 760 509 0078 phone 760.410.1665 ' _,,,_,;,' one facsimile 760.509.0078 GIGGRID matt@red 1 engineering_ com 3·26-1'1 MMM AS-BUILT DATE INITIAL engineering inc RETAINING WALL SYSTEMS, INC ENGINEER OF WORK REVISION 2+50 L .. 1+90 DESCRIPTION GRID LENGTH = o.o· 2+20.00 TO 3+4.0.00 ' 381.00 T',/ i SUBDRA!N OUTLET L□CAT!DN DAYLIGHT TD CURB. FACE 2+60 2+70 • 1--,,,_,, :--' 2+80 2+90 GRID LENGTH = 7.0' 2+01.25 TO 2+51.50 385!.00 T',/ '394 :392 'i390 ';388 '•386 ;384 [382 380 -:) '378 '376 '374 ;372 "370 ;368 +366 ,;398 :396 394 ''392 ' ·390 ,388 386 384 382 ' 380 ·37g SUBD~:;N □JTLET LOCATmN / ...... DAYLIGHT TD CURB FACE ',/ 376 374 372 370 2+00 2+10 2+20 2+30 LEGEND 4• CAP UNIT = 8" CAP UNIT C'2'J VERTICA UNIT Cl MIRAFI GRID 3XT MIRAFI GRID 5XT -FINISH GRADE ------- TOP OF WALL TW BOTTOM OF WALL BW GRID LENGTH GL POINT OF CURVE PC POINT OF TANGENT PT GRID CHANGE I '' AS BUILT" +I ,j/ ,;r( -1/l;IJ > 1~1/11 I ; V ..... RCE 68'/:J-"I EXP. o//~o/t"l DATE . ~~~BYM I (3f1lrE ,, I vf.J/\- INSPECTOR • ~ CITY OF CARLSBAD ~ 1 ENGINEERING DEPARTMENT 3 ANCHOR RETAINING WALL PLANS FOR: PACIFIC VISTA COMMERCE CENTER ANCHOR WALL PROFILE GR2017-0039 A APPROVED: / / / • -JASON ~/, 9.ELDE ~T / Ml 11.,:J..01.: CITY ENGINEER / PE 63912 EXPIRES 9/30/18 DA IF DWN BY: GJH PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: MMM-Ji OTHER APPROVAL CITY APPROVAL RVWD BY: SDP2017-0002 505-4A AS-BUILT \?? ~ " /~i " el Q :;:: JJ~ ~ ~(1 ~ moJ :t: -< ;;; ~ . A ~z ?, z ~ c, C ·~ ;!Illa c:; m 7J ~ ~-m "' (J] ,~1 z m I ro ~ I I I I I I I I \?? ~ I TI~ mo ii ] ~ ~~Q i ?J {JJ "' u. :?, !:> :g :!l z >z~ "r -~ s: ::; mI c!i m □ ,,, II "TJ ~ ~ .rn r~,l: ·'z z m I ~ I l l 0'.30118 □ :a ~ 2 Ci) 2 C s: co m JJ □ i 2 Ci) 2 C s: DJ ~ d JJ i 2 G) 2 C s: co m JJ 400 398 396 394 392 391.00 T\I 390 388' "!""·r-_,.,_ 386. 385,33 BIi 384; 382' 380 378 2+10 2+20 400 398 396 394 - 392 390: 388 387,33 B\I 386 384 382 380 378 1+00 1+10 SUBDRAIN OUTLET LOCATION DAYLIGHT TO CURB FACE 2+30 R:\1 Active projects\Pacific Vista Commerce Center\Construction Draw1ngs\C703-17067NN0.dwg, SHEET 22, 10/18/2017 10. 36:05 AM GRID LENGTH = 5.0' 1+00.00 TO 1+52.50 1+20 1+30 2+40 2+50 391.33 T',/ 386,00 B\/ 1+40 1+50 1+60 1+70 1+80 ANCHOR RETAINING WALL #5 PROFILE STA 1+00 TO 2+10 SCALE: 1 "= 6' H: V GRID LENGTH = -9.0' 2+24.50 TO 3+37. 75 391.00 T\/ 384,00' BIi 2+60 2+70 2+80 2+90 3+00 ANCHOR RETAINING WALL #5 PROFILE STA 2+10 TO 3+52.75 SCALE: 1"= 6' H: V prepared by PREPARED FOR THE EXCLUSIVE USE OF 1~ed one engineering Inc 1295 distribution way vista, ca 9208'1 phone 760.410.'1665 facsimile 760.509 0078 matt@recl 1 engineering. com 1295 DISTRIBUTION WAY vIs·I A, CA 92081 fEL 760 509 0019 F" AX 760 509 00 78 RETAINING WALL SYSTEMS, INC GRID LENGTH = 7.0' 1+52:50 TO 2+24.50 1+90 3+10 3+20 3-ZG-fq MMM AS-BUILT_ DATE INITIAL 385,33 BIi 2+00 3+30 ,<1-, ' :·400 398 ,396 :-,,,. -::-394 392 390 388 '386 '384 382 -380 ,378 2+10 ENGINEER OF WORK REVISION DESCRIPTION GRID--LENGTH = 7.0' 3+37:75 TO 3+52.75 LEGEND 4" CAP UNIT 8" CAP UNIT VERTICA UNIT MIRAFI GRID 3XT MIRAFI GRID 5XT FINISH GRADE TOP OF WALL BOTTOM OF WALL GRID LENGTH POINT OF CURVE POINT OF TANGENT GRID CHANGE 400 398 396 394 392 ---390 388 386 S~BDRAIN OUTLET l.OCATION 7 DAYLIGHT TO GRADE --384 382 380 378 3+40 3+50 ~ D ----- TW BW GL PC PT I 1'AS BUIL T'1 1rl Ji d Ii __:tf -s ;:;,., 1,, DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DATE PACIFIC VISTA COlvllv/£RC£ C£NT£R ANCHOR WALL PROFILE GR2017-0039 , APPROVED: / / CITY ENGINEER/ DWN BY: 'H CHKD BY: RVWD BY: / ) 1~ •, JASON S. ,G~LDERT ✓ • • ''~ft't9: PE 63912 EXPIRES 9 /30 /18 dA ' PROJECT NO. S0P2017 0002 DRAWING NO. 505 4A AS-BUILT I 03D1'1B N N 0 -h N w □ :0 ~ z GJ z C s: tlJ m :0 □ :0 ~ z GJ z C s: tlJ m :0 □ :0 i z GJ z C s: Ill m :0 □ Q :i- ~ v.!: ~ I Ill ~. STEP I -Pl,Al'I IU,li\HJl!Cl'Ml',1' l SO 'l'l-lAT LITTLE OR NO OVERLAP OC'CCRS Ii\ 1 llf. Ri\DIUS ARLA. II' OVU"\LAP OCCU{S. PLACI:: 2 TO 3 INCIICS OF SAND DCl\'iCL'i Till RLINl'ORCL1MFNT I ,c\ Yr'RS, 2 TO J ]"\:CHES or: SOIL nu_. RLQl'IRED IlFTWEEi\ OVERLAPPED REli\FORCEMEN f FOR PROPER SOIL AND REl'IFORCFMI 'IT INTERs\C L'ION, r I _j STEP 2 -LAY I HE NEXT COLJRSlc Pl\lM1\IZ'i SJRENUTll DIRECl'ION ~-L---.1- 01' BLOCK. \,L'\l(L ,\ \L\RK ON i''ii ···rr·;/;i'['!J !He llAO'. OF THE llLOCIZS IN Till ARLJ\S 11 I!\ l ARL '!OT RLli\f·ORCED. lli\CKf,JLL ,\'ill COMPACT THAT CO\IRSF, STEP 3 -PLi\CL IU:INFORCL\1L'il IN IHL 1\RE1\S \\'IIERE Tl IF ~L\RIG, SI I0\V ,------iow,,_I GAPS II\ THL LOWER RLJNf,OfZCHvlEN I' P1\T'l FRN, CONTINUF l\ORIIIAI, \VALL C'Ui\STR\ICTION, REPE1\TING TllESE r-----tll-11/1 STFPS AS NLHllD, Anchor'r11v1 Vertie<!'"' Retainin2: Wall ~ A OUTSIDE CURVE DETAlLS 23 NOT TO SCALE • SIRE\(JIFI DIRECTION Pl.1\CF i\lJDJ'JIONAL REl'IFORCLMFNT ON THL KEX'l COLRSL OF SECi\,IF.NTi\L LINJl IMMELJJA'IEL Y ABOVE ]HF SPhCU JUl PLACUvlENT I :11 VAi JUN IN.'\ M1\NNER TITAT FI.IMINAJ ES U;\PS LffT BY THF PREVIOUS L\ YU( OF RL'INFORCEi'vU:'i l /\I Tl IE SPl'CIFIFD REINFORCEMENT ELEVATION. L AnchorTM Vertie,? Retaining \Vall H INSIDE CURVE DETAILS 23 NOi TO SC1\LE I R \1 Active projects\Pacific Vista Commerce Center\Construction Drawings\C703-17067NNO.dwg, SHEET 23, 10/18/2017 10.36.34 AM C 23 EX'fEND GEOSYNTHETIC REINFORCEMENT TO WITlllN 2" OF LOWER BLOCK FACE PL1-\CL GUJ<JKID OVER LOCATOR NOTCH Anchor1M Verticaif Retaining Wall IBINFORCEMENT CONNECTION DETAfL ANY £•ENCE OR GUARDRAIL WITHIN 3' OF TOP FACE OF WALL WILL REQUIRE SLEEVE-IT 1224R D 23 (iRA VJ...:L LEV LUNG PAD AnchorTM Vertie,!"' Retaining Wall LEVELING PAD STEP DETAIL N0T'l0SC/\T.Ti CAP UNIT PER PROFILE BACKSLOPE VARIES LI:VCL TO 2: I MAX. 2', VERTICA"' BLOCK ----i 24" WIDE DRAINAGE COLlHvll'\J ----i ¾" CRUSHED ROCK 6" Ml 0tMVJ\,fCOl\,fPACT,§D ,QRAY,EL,LEV:E.LlNG PAP ,' prepared by 1~ed 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760 509 0078 F 23 one matt@red'I engineering. com engineering inc ( lililNtORCblJ SOIL) (FotJNDATION SOIL) / ·• .· / ,, ,ii· 4" f,ERFORA1EilPVC'sDR 35 ,., .. ·· SUBDR1\IN·WRi\l?PfO•IN/MJRAPT'·,,'•, l4◊'N Fit}rCR/F'ABRic ''S<Jbi<." ,· OUTl·IT·I ()CJAN0N Bt•RPRC}FllJp··. ·, ' '• "" ' ,',' ,' '/,.' ' ' ,,,,,-~,, '''' -~ ,,-,,,-,,,, Anchor TM Vertici~J Retaining Wall ',' MIRAt;f G E<)GIUD >> ' ' •. , R£,lNFORCHivlliNC1i YP,) ·· 4'' PERSORATio t\1CtSDR 35.i;uef}RJ,JN , WRAPPED IN,l .(:l). b [1,1-;i ORAVEt> , AND MIRAFJ.T40N fJLIEit FABRI{< ,_, ,,' ,', ,,,' ,' ,' ,'i' TYPICAL REINFORCED WALL SECTION NOTTO SCALE PREPARED FOR THE EXCLUSIVE USE OF 1295 DISTRIBUTION WAY ',', VISJA, CA 92081 TEL 760 509 0079 /,:< <+ll!i ',, FAX 160 509 0078 .. , GEGGRID 3-26-f'I MMM AS-BUILT DATT: INITIAL RETAINING WALL SYSTEMS, INC ENGINEER OF WORK REVISION DESCRIPTION lll,VLLLD L'NI I 10'' 4" C'i\P U1'1T 8'' CAP Li\11 AnchorTM Vertica''" Retaining Wall E ISOMETRIC BLOCK VlEWS 23 NOT TO SCALF "AS BUILT" 4/vbl v1 ,1r(,Jf 3: Id, /1'1 R~E o/!tf,;,&'f E:r, o/ /~0/1-r, DATE -- RE Y,IEl,lr ,{ :rlJ J-Bi)) /(/\_ 1/21/1r INSPECTOR 'i D/ITE0 SHEET CITY OF CARLSBAD ~ 23 ENGINEERING DEPARTMENT 3 ANCHOR RETAINING WALL PLANS FOR: PACIFIC VISTA COMMERCE CENTER TYPICAL WALL SECTION AND DETAILS GR2017-0039 A JASON StJLDE~T APPROVED: t/ j J ,v // J 'tc) '. CITY ENGINEER/ PE 63912 EXPIRES 9/30/18 . ' DAlE OWN BY: (i!,f,H PROJECT NO. DRAWING NO. DATT: INITIAL DATE INITIAL CHKD BY: MM~ OTHER APPROVAL CITY APPROVAL RVWD BY: SDP2017-0002 505-4A AS-BUI LT 0301'/ 8 N w 0 -+i N w ... ,II □ :0 ~ 2 Gl 2 C: s: DJ m ll □ D I 2 Gl 2 C: s: DJ m D I Vl' ~ ~