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HomeMy WebLinkAboutDWG 497-1G; CT 15-09; QUARRY CREEK PA R-4A EAST; 01-25GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICYPAL CODE} 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROV,4L, CITY STANDARDS OR OTHER ADDITIONAL OOCUMENT.S 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 ENCINEER- 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 APPROV,4L. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIG'HT-OF-WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE ALEO NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE's POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR GRADING NOTES (CONT. J 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. 497-1L, 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 ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN lWENTY FEET OF BUILDING OR STREET AREAS ANO 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 {,4BOVE GROUND AND UNDER GROUND} WITHIN THE PROJECT SITE sumctENTLY 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 t)Jt,. ~i%R:~§NgFO~IAf!j'!!:oJH!_f11%~:g~ cz1;:A~T;:;1<;1;~GOFTH%tfff'CY 32. WORK. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES {SEE BELOW} AT LEAST 2 FULL WORK/NC DAYS PRIOR TO STARTING GRADING NEAR THEIR VII OR BETTER AS ESTABLISHED BY BESTS KEY RATING GUIDE 5. UNLESS EXEMPTED BY SECTION 301.(b}5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTS/OE 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. APPROVAL 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 OBTAINEO AND 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 AND THE llTLE 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 REA.ECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO ANAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR ARE 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 AND (C} COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TD THE CITY ENGINEERING INSPECTOR WITHIN lWO 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 THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL ALL OR A.IT/JR£ ALL ARDIS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE "EARTHWORK SPECIFICATIONS" ATTACHED TD THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECON.STRUCT/ON MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK ANO SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUC770N, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A CONSTRUCTION MEE!lNG BY CALLING THE INSPECTION LINE AT (760} 438-3891 AT LEAST AVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR Tl-IE PRECONSTRUCT/ON MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEE!lNG. 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 TO 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 lWO 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 SHALi. 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 SUBMITTED A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MAO£ OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUNO DURING THE EXCAV,4770N OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA 770N THEREIN. THIS PLAN MUST BE PREPARED FOR All TRENCHES AVE 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 SUBMITTED 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 CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ 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 GRAD/NC OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. {,<I 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 APPROV,4L TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL 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)'.;l{AR DRIVE. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOP£ 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 SECTION. 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 £NG/NEER. FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE UNDERGROUND SERVICE ALERT (800) 422-4133 SDG&E (800) 660-7343 AT&T (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 ANO RECLAIMED WATER} (760} 438-2722 * SAN DIEGU/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 VISTA (ENGINEERING} (760} 639-6122 • AS APPROPRIATE 33. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRAD/NC -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL THE WORK IN PROGRESS 7 5. 16. 7 20 A8 CARLSBAD MUNICIPAL COO£. B. PRIOR TO ANAL APPROVAL 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) ANAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING ANO IRRIGATION 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 ENC/NEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALnY OF TH£ SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENOA TIONS OUTLINED IN THE PRELIMINARY 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 ENGINEERS APPROV,4L, 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 INVESTIGATION, QUARRY CREEK, CARLSBAD/OCEANSIDE, CALIFORNIA" PREPARED BY GEOCON, DATED M4Y 15, 2015 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. 110ECLARATION OF RESPONSIBLE CHARGE 11 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 DEANED 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 R£SPONSIBILITIES FOR PROJECT DESIGN. FIRM.· SB&O, INC. ADDRESS: 3990 RUfflN ROAD, SUITE 120 CITY, STATE.· SAN DIEGO, CA. 92123 TELEPHONE.· (858} 560-1141 BY.· A~ ~L/ MRONPARK. R.C.£. 68547 DATE REGISTRATION EXPIRATION DAT£: 9-30-17 SOILS £NG/NEER~ CERTIFICATE I, ROONEY MIKESELL, A REC/STEREO GEOTECHNICAL EN&,NEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 77-IE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERllFY 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 DECEMBER 2011 ANO FEBRUARY 2015. lWO COPIES OF THE SOILS REPORT DATED MAY, 2015, COMPILED FROM THIS STUDY, WITH MY RECOMMENDAllONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. -\ -. SIGNED: ~ c.. • ?-,cJ..,,,,1,____, G,E. NO.: 2533 DATE· '1/ I ➔ I , 2 ' LICENSE EXPIRATlON DATE: 6-30-2018 OWNER~ CERTIFICATE I (WE} BEEN ADVIS, 'EREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS R WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY ANO ON ..z'~ACTl~N ANO STABILITY OF THE SITE. ~. I+. as:>t+ URE , C--..taf£I0WICZ, MANAGER DATE PRESIDIO CORNERSTONE QC, LLC A DELAWARE LIMITED LIABILITY COMPANY BY.· CORNERSTONE COMMUNITIES, LLC A CALIFORNIA LIMITED LIABILITY COMPANY, ITS OPERATION MANAGER PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER{S} 167-040-11 ANO 21 OF THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: 366-1671. LEGAL DESCRIPTION 27. ALL SLOPES SHALL BE IRRIGATED, ST,4B/LIZED, PLANTED AND/OR HYDROSEEOED WITHIN TEN (10} OAY.S' OF THE TIME WHEN EACH SLOPE IS BROUGHT TO LOTS 1 ANO 2 OF CARLSBAD TRACT CT 15-09, MAP NO. 16196, CITY OF CARLSBAD, GRADE AS SHOWN ON THE APPROVED GRAD/NC PLANS. STATE OF CALIFORNIA, FILED IN THE COUNTY OF SAN DIEGO ON JUNE 2, 2017. SPECIAL NOTES: THE FOLLOW/NC NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE 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 EL CAMINO ~ COUNTRY CLUB UTILITIES BOTH VERTICAL AND HORIZONTAL PRIOR TO COMMENCING GRADING "I) OPERATIONS. ~ PACKARD / .-__,.--EL SAL TO 2. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATlONS AND LOCATE EX/SllNG FACILITIES / ( .._ 78 \ / FALLS ST. SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISION -i) ~ \ / \ "':RRON RD. IS NECESSARY BECAUSE OF LOCATION OF EX/SllNG UTILITIES. HA>1!fAR-l~------"~--___..,--,, 3. LOCATION AND ELEVATIONS OF IMPROVEMENTS, TO BE MET BY WORK, SHALL BE DR. ~ C (///) ') LAKE CONFIRMED BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION OF NEW WORK. a::. ADOBE -1/V -~ RD. 4. GRADES SHOWN ARE FINISH GRADES, CONTRACTOR SHALL DETERMINE NECESSARY ~ SPRINGS RO. MARRON ~ SUBGRADE ELEVATIONS ANO SHALL CONSTRUCT SMOOTH TRANSITION BETWEEN AN/SH RD. GRADES SHOWN. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITION DURING 17-fE 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,· ANO 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 STATE OF CALIFORNIA SAFETY ORDERS. 7. QUAN77TIES SHOWN ON THIS PLAN ARE FOR BONDING ANO CONTRACTOR CONFIRM4770N PURPOSES ONLY. THE CONTRACTOR IS TO ES77MATE HIS OWN QUANTITIES FOR BID AND NOTIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING WHETHER (OR NOT} THE FIELD CONDITIONS AT STORM DRAIN INLETS ANO OUTLETS ARE PER THE APPROVED PLANS. IF FIELD CONDITIONS DIFFER FROM THE APPROVED PLANS, THE CONTRACTOR SHALL CONTACT THE SITE SUPERINTENDENT SUFFIC/ENTL Y AHEAD OF CONSTRUCllON TO ALLOW REVISIONS TO THE PLANS, AND (TO OBTAIN} PUBLIC AGENCY APPROVAL, IF REQUIRED, PRIOR TO CONTRACTOR INSTALLING STORM DRAIN STRUCTURES. 9. IF ANY EXISTING HAROSCAPE 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 EQUIVALENT PER THE APPROVED PLANS BY THE OWNER/PERMITTEE. 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 UTILITIES AND AGGRESS 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 MAINTAINING ALL S.W.P.P.P. (N.P.D.E.S.} DOCUMENTS ONSITE AS REQUIRED TO COMPLY WITH LOCAL AND STATE 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. ALL ROOF DOWNDRAINS SHALL DISCHARGE TO LANDSCAPE AREAS WHERE FEASIBLE. EARTHWORK QUANTITIES GRADED AREAS: 11.94 AC. CUT QUANTITIES: 17,900 C. Y. ALL QUANTITIES.· N/A REMEDIAL: N/A CONTAMINATED SOIL/EXPORT.· N/A EXPORT.· 17, 900 C. Y. MAX. MAX MAX. MAX. CUT DEPTH: CUT SLOPE RATIO: FILL DEPTH.· ALL SL OPE RA TIO: 3 FT. N/A N/A 2:1 QUANTITIES SHOWN ARE FOR ESTIMATION PURPOSES ONLY. QUANTITIES ARE GEOMETRIC ONLY AND 00 NOT INCLUDE SHRINKAGE AND BUILDING FACTORS. THIS PROJECT PROPOSES EXPORT OF 44,450 CUBIC YARDS OF MATERIAL FROM THE PROJECT SIT£ ALL EXPORT MATERIAL SHALL BE DISCHARGED INTO A LEGAL DISPOSAL SITE. THE APPROVAL OF THIS PROJECT DOES NOT ALLOW PROCESSING AND SALE OF THE MATERIAL. ALL SUCH ACTIVITIES REQUIRE A SEPARATE CONDITIONAL USE PERMIT. SOURCE OF TOPOGRAPHY SIT£ \ VICINITY MAP NOT TO SCALE THOMAS BROTHERS PG. 1107, GRID A-2 2006 EDITION REFERENCE ORA WINGS SOUTH COAST MATERIALS QUARRY GRADING PLANS -owe. NO. 470-5A. CITY OF CARLSBAD MASS GRADING PLANS - QUARRY CREEK owe. NO. 484-5A. CITY OF CARLSBAD IMPROVEMENT PLANS - QUARRY CREEK DWG. NO. 484-5. QUARRY CREEK R-4A ROUGH GRADING PLANS -owe. NO. 497-1A/GR 2016-0005. QUARRY CREEK R-4A PRECISE GRADING PLANS -owe. NO. 497-1B/GR 2016-0009. QUARRY CREEK R-4B PRECISE GRADING PLANS -owe. NO. 497-lD/GR 2016-0022. QUARRY CREEK R-4A IMPROVEMENTS PLANS -owe. NO. 497-1£/ROW 2016-0007. QUARRY CREEK R-4B IMPROVEMENTS PLANS - DWG. NO. 497-1F/ROW 2017-0170. QUARRY CREEK R-4B ROUGH GRADING PLANS - DWG. NO. 497-lC/GR 2016-0019. SHEET INDEX SHEET NO. 1 2-3 4-25 DESCRIPTION TITLE SHEET KEY MAP, NOTES, DETAILS PRECISE GRADING PLANS BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6, EPOCH 1991.35 GRID BEARING BElWEEN 1ST ORDER G.P.S STATION 88 (CLSB-088} AND 1ST ORDER G.P.S STATION 87 (CLSB-087} PER ROS 1271. I.E N76"15'00"W OWNER/APPLICANT PRESIDIO CORNERSTONE QC, LLC. 4365 EXECUTIVE DRIVE, SUITE 600 SAN DIEGO, CA. 92121 (858} 458-9700 TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY PROJECT DESIGN CONSULTANTS. METHODS FROM INFORMATION GATHERED IN MARCH 2014 BY PROJECT DESIGN CONSULTANTS PHOTOGRAMMETRY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. LEGEND "' EXISTING IMPROVEMENTS LIST OF ABBREVIATIONS EXIST. R/W TYP. F.G. T.C. F.F. S.G. AC. I[ If I[ MIN. P.P. EP. DIA. E.0.E V.C.P. S.F. LP. R.C.P. T.W. S.M.H. G.F. D.U. EXISTING RIGHT-OF-WAY TYPICAL AN/SHED GRADE TOP OF CURB AN/SHED FLOOR SUBCRADE ACRE PROPERTY LINE CENTERLINE A.OW LINE MINIMUM POWER POLE EDGE OF PAVEMENT DIAMETER EXISTING OVERHEAD ELECTRIC VITRIFIED CLAY PIPE SQUARE FEET LOW POINT REINFORCED CONCRETE PIPE TOP OF WALL SEWER MANHOLE GARAGE FLOOR DWELLING UNIT B.W. H.P. F.S. C.B. c.o. O.G. P.C.C. STA. DWG. MAX. ELEV. o.c. SIM. ST. LT. PVT. OWY. PKWY. s.o.c.o. GTR. MOD. S.C.O. U.N.O. I.E. C. Y. F.M. BOTTOM OF WALL HIGH POINT FINISHED SURFACE CATCH BASIN CLEANOUT DECOMPOSED GRANITE PORTLAND CEMENT CONCRETE STATION DRAWING MAXIMUM ELEVATION ON CENTER SIMILAR STREET LIGHT PRIVATE DRIVEWAY PARKWAY STORM DRAIN CLEANOUT GUTTER MOOIAED SEWER CLEANOUT UNLESS NOTED OTHERWISE INVERT ELEVATION CUBIC YARD ANAL MAP 0£SCRIPTION EXISTING ELEVATION EXISTING CONTOUR EXISTING SEWER LATERAL EXISTING WATER LATERAL EXISTING CURB AND GUTTER EXISTING EASEMENT EXISTING G4S EXISTING ELECTRIC EXISTING SEWE'? EXISTING WATER EXISTING FIRE HYDRANT EXISTING SEWER MANHOLE EXISTING GUARDRAIL EXISTING STORM DRAIN EXISTING STORM DRAIN CLEANOUT EXISTING STORM DRAIN INLET EXISTING OCOA EXISTING BACKA.OW DEVICE POST-CONSTRUCTION BMP TABLE EXEMPT FROM HYOROMOOIFICATION □ YES SYMBOL (210.oL ~ ..._....----270 -----__ __,,-0 :@ G E --------- S s --·--CJ-- ~ l¥i~~ WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO ALLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FAC!LmES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OD AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND 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. 2. 3. CARLSBAD MUNICIPAL CODE. CITY OF CARLSBAD ENGINEERING STANDARDS. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (&"REEN BOOK}. 4. THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 5. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND 6. 7. 8. CALTRANS CONSTRUCTION SITE BMP MANUAL. THIS SET OF PLANS. PLANNING COMMISSION RESOLUTION NO. 7195 DATED SEPTEMBER 7, 2016. ENVIRONMENTAL DOCUMENTS: EIR NO. 11-02 DATED FEBRUARY 6, 2013. 9. STORM WATER POLLUTION PREVENTION PLAN.· SW 14-292 PREPARED BY PROJECT DESIGN CONSULTANTS DATED AUGUST 7, 2014 AND SWPPP AMENDMENT /12 BY SB&O, INC. DATED JUNE 22, 2017. 10. STORM WATER MANAGEMENT PLAN: SWMP 16-32 PREPARED BY SB&:O, INC. DATED OCTOBER 28, 2015. LEGEND DESCRIPTION PROJECT BOUNDARY LOT LINE STD. DWG. NO. (CITY CARLSBAD U.N.O.} SYMBOL --------QUANTITY BUILDING NUMBER-----------------~~g ELEVATION JR REVERSE PRIVATE A.G. PAVING AND BASE (CLASS 10 6" CURB P. C. C. WALKWAY TYPE "D" PEDESTRIAN RAMP DIRECTION OF A.OW SLOPE SPOT ELEVATION EXISTING SPOT ELEVATION DEEPENED FOOTING TRANSFORMER P.C.C. DRIVEWAY PRIVATE WATER SERVICE WITH PRIVATE METER G-1 (SDRSD} G-7, G-9 (SDRSD} G-27, G-30, G-32 (SDRSD} ~ 2% MIN. y 0.5' U.N.O. (PER DWG. 497-lE} y 132.6 (132.6) 1--_ a • I I :1 ® 10,200 S.F. y 13,240 S.F. PRIVATE 4" ARE SERVICE (SEPARATE ARE DEPT. PERMIT} I @ PRIVATE 6" SEWER LATERAL SEWER LATERAL BACKFLOW PRIVATE 4" P. V. C. STORM DRAIN PRIVATE 6" P. V.C. STORM DRAIN PRIVATE 8" P. V.C. STORM DRAIN PRIVATE AREA DRAIN RETAINING WALL RETAINING WALL 12" x 12" TRAFFIC RATED GRATE.V INL£T AIR CONDITIONER CONDENSER FENCE ANO GATE CURB INLET STORM CLEANOUT NOTES: (PER owe. 497-1E} I 0 (/') 150 Bl. -" --" --13,239 LF. -,. --"~-989 L.F. -SD ---" --72 LF. EB -" -0---" -954 EA. (C-2, C-3, C-4, SEE PLAN} ,.. ---,.. 60 S.F. (PER DWG. 49 7-1 A} =ffi!lt·_-::-,,,i:r::J,;:,AiC:·:ctiil 5 DI • BROOKS BOX (PER owe. 497-!A} (PER owe. 497-tA} Iii] [il !. ALL STANDARD DRAWINGS NUMBERS REFER TO SAN DIEGO REGIONAL STANDARD DRAWINGS UNLESS NOTEO OTHERWISE. 2. SEE owe. 497-1£ FOR ONSITE PR/V,4TE SEWER, PRIVATE POTABLE WATER, PRIVATE SURFACE IMPROVEMENTS. PLAN!"-Jtl'-..JG ENGINEERlf'~G 3::380 Ruf·!1n Road, Suite 120 CJ'=,r i OitJb]U, Co. 92'1 23 B~B 560-'l 141 BGB-560-8'1 57 Fcix SLIFlVEYll'--JG "AS BUILT" P.E. __ _ EXP. ___ _ DATE REVIE\./ED BY, INSPECTOR DATE STORM WATER TREATMENTS THAT APPLY.· □ STANDARD STORMWATER REQUIREMENTS C!sl PRIORITY PROJECT REQUIREMENTS TYPE DESCRIPTION OWNERSHIP C!sl NO MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT DWG. NO. 484-5A FREQUENCY f------l--+----------------lf----+----+--+----l I SHEJET I CITY OF CARLSBAD ~5 ENGINEERING DEPARTMENT ~ ~==============~ TC-32 BIO-RETENTION BASIN PR/V,4T£ DI AL RT BMP MAINTENANCE AGREEMENT CITY BENCHMARK: 10, 13 2 TIMES/YR. MIN. DESCRIPTION: CLSB-088 2" IRON PIPE W/DISK MARKED LOCATION: 'ts: 6215.,, IN TOP OF CUT SLOP£ 50' NORTH OF CARLSBAD VILLAGE DR., 0. 1 Ml. EAST OF PONTIAC OR. RECORDED FROM: R.0.S. 17271 ---------------- ELEV A TIO N: 317.176 M.S.l. DA1UM: N.G.V.D. 1929 PRECISE GRADING PLANS FOR: QUARRY CREEK PLANNING AREA R-4A £AST GR 2017-0023 11 TITLE SHEET APPROVED:(/ ,J1 f1 Jf-:-J JASON s, GEl,DERT ,J~., ~/ 9-/2 5 I 1:;- cIrv ENGINEER PE 63912 EXPIRES 9/30/18 ifAlE ' 1 l26! ,a Aws P 11\ Rev I Sl:f? s Hf Er s '1, fL_Z, __ 4,_,,,.,,_2_,,5_,__. ----+---+-----t_,,ql,,_,i?."l/-'-'112<>+----1 :=D=WN==s=y,=:::;s.;;;:-s;:;:<1<:;:;0~1===P=R=o=JE=c=T:::'.N=0=_:::::=;j-;::D=R=A=W1=N=G=N~o. DA1E INl11AL OAlE INl11AL DAlE INITIAL CHKD BY: ,(tcJ, CT 15-09 497-tG ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 71632.30 _,,.ill!'' ---, i ' ' ' ' 090817 □ lJ ~ 2 c;-J 2 C !i OJ m ll 0 lJ ~ 2 Cil 2 C ;;; OJ m :0 Cl lJ ~ 2 Cil 2 C ~ to m :a I f ~) --~-~-~.., I ,' l;=s:"?:">--' ./ --a~ / ~~ ~ • \ :::::::::::: ~ --~::-~:::'_ L PDRT/DJV DF UJVJVUh/E•ER?D 10-' LDT g /, ., / . _:.--7 --,~/, ;!S ' I' -• '"-. 7 ;JJ 'rr/; '=-c2:_~-~-----/h::<jp .... .., RA1VCf/D AGUA 1!;'AP ;VD 16038 . " · ~~ ,·-~~~M ;:_~~~ ·-1~. I '"· -. -/I/~ )' ---' ,'~ -----... Y.r -/ 4 ------..__ ~\ //. -'~.,,_ --~--':'_,;u;:.· /// ,,i,_,~ h.... ·-L\\-s-.<:· ~ •~ .·: :_ ~ -~·::::-::::-~--- \ $~ ---~~, ~~~~---.....__ .._..._ 'rl I ,/ ~~~~ ---~~ ~ -----~ -C: ----- . ~~~----~~::::c;;;"'=:~==·_·==-~------(:1 ~~\ ,..---~~ . ); --~~ ~~ ~ -,:~ ~ --~ -~--~:_-_-_ Z'IY~..._ '-'-. ' f [r -. ,!:.. ~--:_ -• . , \ ' "~----,--~' ~~~ ~-ll~T 3;/~fl 1,f ~/1 1. 01-)Jr ,~~-• _-. i '!, ~ h ;' · m ~ \ I LOT 3 }; I " --/ t;a ! .. -~ I "\ , ~~ ~""',A/ • • ~-. -i//111' --t.} t? Et __ -, ,f -o (I --} VILLETA AVENUE-._ ~~~~ :r--r .. 'l1WAP JVD. 16038 (PRIVATE) I -.AC--4". "".,_ &-.,J,"'itf". ~"''·· ; -::~ _ _< __ ., -~ LOT t~---- 'EWfcLr;;)_ \ ----~c-cc-=-~==-:::c-~~~~ \ , \ KEY MAP SCALE: 1" = 100' R/W 60' R/W \ ' - - ' 1D7 14 1YAP ;VD 160.38 - 30' f 30' 60' R/W 13' 17' 17' 13' OPEN SPACE 7.5' 5.5' 6' 11' II, 6' 7.5' 5.5' I BIKE BIKE LANE SECT70N PER LANE ~j? DWG. 484-5 '~ ,t ~'\',.,. --'\I' sn,uc,u,., { 2% % 2% ==-~ 2o 2% --:::--.. _[p1ccn-___ ---=--· -~ --~--___ -,Jl'~L.« o·.\6-7 1/,0< /<' .--,\. I E -------·--. .\ ...--,---s L -_-.----,,, --.,.....-c,~ .✓-=,~TT-;'"' :.,...----w = _,,-:---J =l::J 6' WIDE STABILIZED D. G. TRAIL WITH 6" CONCRETE CURB EDGING LOT 4/LOT 8 I TYPICAL SECTION ~ EXISTING MARRON ROAD (PUBLIC) NOT TO SCALE 0 R/W OPEN SPACE I I STA. 10+47.29, P.C.R. TO 27+32.89 SHOWN FOR INFORMAT70N ONLY, NOT A PART OF THESE PLANS SEE CITY OF CARLSBAD DWG. NO. 484-5 60' 30' f 30' I ' R/W 12' 18' 18' I 12' ' ' ' ' 6' 12' 12' 65' .. 5.5' I BIKE ' I LANE STRUCTURAL 2. DWG. 484-5 LOT 4 PAD o·.\fc "('· « SECT70N P£1 -~ 2% '"\\: ---,...\ I_ ---------- [ -~\"""~\'\\-~~:~----\ 'v?I' :::--1 \ 'K';z;; STABILIZED D. G. TR. WITH 6" CONCRETE CURB EDGING ~:rr1L ----- 'All-\ 2% _2% ~---=----me -= I-------I ·\\\--::'.---' S\\Bs~i~~~ ~~ 'J 5' WID VARIES, DEPTH~ EXIST. TY, CURB AN, / PER PLAN PE 't'" 'D GUTTER {TYP.) ,, 4' MIN. 11 NON-C £ ONTIGUOUS SIDEWALK P.C.C. 12' ·-£)(/ST. PUBU 8" DOMEST7 I C C WATER PROPOSED PUBLIC 8 '__.,/ SEWER AT 1% MIN. I TYPICAL SECTION ~ EXISTING -f 30' I 20' 20' 10' 10' 4 1 I 4 1 ..... 10· 6' 4.5' 5.5' R/W R/W ,_ 30' f 30' ------ 13' 17' ' 17' 13' OPEN SPACE 6' II, I II, 6' 5.5' 7.5' . I ' .. '" --- I BIKE BIKE LANE LANE ~'? SECTION PER '0, \' ' 2% STRUCTURAL J DWG. 484-5 2% =-,-_ 2% _\_ 2% -~-_,_,_,:m _[r\77-- - ------= ---= ---= --= ----~ --- ---1Tv-~L,,,~-s , ~ ~D o·.\6-v<,< A\~ I I: ---. -----::1: '' [ t \~\~1-~i~;-\\<,'~\?,\-;::--~-~\\\~17;\--~;,~~1\/"\ = l::J \,,1_.-, .. ,~-,,.----\,~1 . ..-----,- ·-EXIST. TYPE '1;" /<' STABILIZED D.G. TRAIL) WITH 6" CONCRETE CURB EDGING . , CURB AND GUTTER (TYP.) 5 WIDE NON CONTIGUOUS P.C.C. SIDEWALK - I C ~--/, . gJ.;/{;J_' M ~ LOT 4 R/W 5' 5' 17' 24' EMERGENCY ACCESS EASEMENT 39' f 12' 12' --- 22' 5' - I 5' '2ND STORY OVERHANG RESIDENCE MIN. FINISHED SURFACE MIN. FACE OF G4RAG£ F.G. {ELEV. PER PLAN) , 2% - P. C. C. DRIVEWAY: (TYP.) ;i.) ""\\ .-c 6" TYPE '1;" CURB AND GUTTER 6" (TYP. 4 " A. C. PAV/NG WITH 6" Cl. BASE ~ PRIVATE 8" SEWER 2!I. ~ 2% -' . ~ F.G. S.G. ·4 " P. C. C. SIDEWALK (TYP.) -~" ROLLED CURB ·•·-PRIVATE 6" DOMEST7C WATER ·--PR/VA TE 8" FIRE SERVICE TYPICAL SECTION ~ TONDI WAY (PRIVATE,) PER DWG. 497-1E NOT TO SCALE (NO PARKING -BOTH SIDES) T.I. = 5.0, PRELIMINARY R-VALUE = 8 24' EMERGENCY ACCESS EASEMENT ·~2ND STORY OVERHANG 5' 5' 12' f 12' 5' 5' RESIDENCE---"-(,~M,-"IN,'-.[+-----'=----~-1------"""-----+~~-+--M,,.sZ'-c'N.c-f' FACE OF 4" A. C. PAVING·•~ I FINISHED SURFACE GARAGE F.G. ~/£, WITH 6" Cl. BASE {ELEV. PER PLAN) • . .. '>---.: 2% :..f--,--,F.'-'. G-:-. - --<1..--:;~ --2% 2% : ' ... S.G. . ~ --~ 4" P. C. C. SIDEWALK {TYP.) PRIVATE 8" SEWER ..__..."--PRIVATE 181/24" STORM DRAIN S.G. P. C. C. DRIVEWAY {TYP.) '., \ TYPICAL SECTION ~ SALINA ROAD (PRIVATE) PER DWG. 497-1E NOT TO SCALE SDI. 10+35.00 TO 11+60.00 AND 13+10.00 TO 19+95.00 (NO PARKING -BOTH SIDES) T./. = 5.0, PRELIMINARY R-VALUE = 8 24' EMERGENCY ACCESS S.G. \- \ ~\ ·,\e-;::.\ -«,~. <,\/ ~ ' 4" P. C. C. SIDEWALK: ,:,/"1' ~ ,c: (TYP.) ~-'< ~ 4" ROLLED CURB' PRIVATE 5 ,, "'- (TYP.) DOMESTIC WATER 5' PRIVATE 8" , 7' FIRE SERVICE ,\~~\ \\ '' ~ "" 7.5' -~ ' I< ,,11, I 6" (TYP.) r-- 4" A.C. PAVING WITH 6" Cl. BASE ---PRIVATE 8" SEWER F.G. S.G. -P.C.C. DRIVEWAY (TYP.) TYPICAL SECTION ~ SALINA ROAD (PRIVATE,) PER DWG. 497-1E 1.5' 5' 4" P.C.C. SIDEWALK (TYP.) 6" TYPE "G" CURB AND GUTTER (TYP.) 4' NOT TO SCALE STA. 11+60.00 TO 13+10.00 (NO PARKING -BOTH SIDES) T.I. = 5.0, PRELIMINARY R-VALUE = 8 24'-40' EMERGENCY ACCESS EASEMENT 12'-20' (i 12'-20: PRIVATE 24" PRIVATE 8" SEWER STORM DRAIN T YPICAL SECTION ~ SALINA ROAD PER DWG. 497-1E NOT TO SCALE SDI. 19+95.00 TO 20+90.00 {NO PARKING -BOTH SIDES) 1.5' 5' (PRIVATE) . 0 II AS BUILT" RCE EXP, DATE REVIEl,'ED BY, I I i L I I. I I, J I. i i , I , I ' l i I : ' I I i ' ' ' l I I I I "' ,, ~ l~i ~§a ~□C "' J3 ~ !!l~Ul ii. ;a ~z ~2~ =c ;s; s::: :r ~ fflll C fTI ~ms: I .:i" I I I I I l I I z m "' ~ ' ' □ ll l> ::E 2 G) 2 C s: DJ m :0 □ ll ~ 2 G) 2 C s: DJ m ll □ ll ~ 2 G) 2 C s: DJ m ll MARRON ROAD (PUBLIC,) NOT TO SCALE STA. 27+32.89 TO 32+93± TYPICAL SECTION ~ EXISTING ADOBE SPRINGS ROAD (PUBLIC) NOT TO SCALE STA. 43+ 15.18 TO 55+80.14, P.C.R. {NO PARKING -BOTH SIDES) T.I. = 5.0, PRELIMINARY R-VALUE = 8 I •n.------, > INSPECTOR DATE . I S~ET I CT£J ' SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS 5££ CITY OF CARLSBAD DWG. NO. 484-5 j i □ ~~~ I i ~e;'j m ~'n "' ' < __ ";,,0«=1·~0-~~~-' .~ CITY BENCHMARK: ' j : . ~-i !:Bui (11~ if lf~O'' ·c.;,.'i:, 1)~ PLANNING ENGINEERING SURVEYING DESCRIPTION: CLSB-088 2" IRON PIPE W/01SK MARKED ~ 1"' VJ I Z ~-\ Z, 3880 Ruffin Ro:cicl, 61..iite ·t 20 §ii m lTI 0 I "'{ '1J \fl 'ts. 6215" "'H!·2:"_ I Sc:m OiogCJ, Ca. 82123 I ~ - T.I. = 5.0 SEE CITY OF CARLSBAD DWG. NO. 484-5 BB&D~ CITY OF CARLSBAD ENGINEERING DEPARTMENT 5 PRECISE GRADING PLANS FOR: QUARRY CREEK PLANNING AREA R-4A £AST GR 2017-0023 . INDEX MAP /TYPICAL SECTIONS APPROVED: Ji:•,:1 m rlis!UJ,~ CITY ENGINEER" . PE 63912 EXPIRES 9/30118 DATE , I . /1\ DWN BY: '{0>;\'"Nt:J;"0)~7 :';] ~:::::~:=:-~;:~cax LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD i. ! f~ ~ ~ CIV\\. ,z VILLAGE DR., 0.1 Mi. EAST OF PONTIAC DR. : I ;._ __ Ci}__, 811 f?,;· c,c1101'' ~ 4 ~L,,, 7-11·17 ~~~~:~~~:FROM: -:-·1°-;s.~;?:-;-7.-:?-;-L--D-A-TU_M_:_M-.G.-.-V.D-.-,9-2-9-~ · I ----"""'--------------------------------------------------M-Ro_w_;..,,_'AR•'K,•"B•R------•D.•!4•TE __________________ ..., _________________________________________________ ..., ______ ...,1/' ; 71632.3~_':_, I. I f!J!o PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 15-09 497-fG ---------------IY-• : ·- 4" P.C.C. (TYP.) 10.5' 40' EMERGENCY ACCESS 20' (£ 20' 16' FIRE LANE 4' 4'. 16' FIRE LANE 6" CURB- (TYP.) FINISHED SURFACE 10.5' 2% ~ I (ELEV. PER PLAN) 2% ~~~ EL !-,...-~c=::.,rl t • · •• SIDEWALK .1 '"'~ y;,\ \ <,"\ ~\) .,..,...,0-;. '> ~ I 4" A.C. PAVING WITH 6" CL. BASE PRIVATE 24~ STORM DRAIN ~VARIES 7.5' . . PRIVATE B" SEWER 6" TYPE '17" CURB AND CUTTER (TYP. BOTH SIDES) TYPICAL SECTION ~ SALINA ROAD (PR/VAT£) PER OWG. 497-1£ 2ND STORY...---- OVERHANC (TYP.) NOT TO SCALE STA. 20+90.00 TO 21+65.00 (NO PARKING -BOTH SIDES) T.I. = 5.0, PRELIMINARY R-VALUE = B 5' MIN. 24' EMERGENCY ACCESS EASEMENT 34' /2' (£ 12' FINISHED SURF,A,CE (ELEV. PER PLAN) \ 1 5' .--~FACE OF GARAGE (TYP.) . F.G ... ~s I ,?% (TYP.) Sc •,;.( ... MIN. 4" A.C. PAVING WITH 6" CL. I BASES ~+. __ F._. c_._ -.. •.. ' . • . ;.,--~J,\'i 4" ROLLED CURB PRIVATE B" SEWER SC. P. C. C. DRIVEWAY {TYP.) .. ______ PRIVATE 6" DOMESTIC WATER .. __ PRIVATE B" FIRE SERVICE TYPICAL SECTION V£STRA WAY (PR/VAT£) ANO CR£C/OA WAY (PRIVATE,) PER OWG. 497-1£ NOT TO SCALE (NO PARKING -BOTH SIDES) T.I. = 4.5, PRELIMINARY R-VALUE = B 2ND STORY~--- OVERHANG (TYP.) 24' EMERGENCY ACCESS EASEMENT 44' 5' 5' 12' MIN. FINISHED SURFACE F.G. (ELEV. PER PLAN) 2&:I 2% ~ s.c. . . . :-. (£ 12' 5' 2!(_ Pl- 5' MIN. Vff$ FACE OF GARAGE (TYP.) F.C. SC. P. C. C. DRIVEWAY J ·•"" ,I "'i-c\\"' I •• 'ic," « -"" \ (TYP.) ,, , ;::' c:,I;{ -,: ~ ~ 4 " P. C. C. SIDEWALK 6 -"-;;; -" "'-' '3 5' ( ) (TYP) "" 7.5' ~ . TYP. 4" A.C. PAVING--.___ _ _:_./,.. 1--=--"'-·"--- 4" ROLLED CURB (TYP.) WITH 6" CL. BAS£ PRIVATE- 8" SEWER PRIVATE 18" STORM DRAIN 5' 7' PRIVATE 6" DOMESTIC WATER ·-PRIVATE B" FIRE SERVICE TYPICAL SECTION ~ T£LAGA ROAD (PR/VAT£) ' 5' 2% ------.. 4" P.C.C. PER OWG. 497-1£ NOT TO SCALE STA. I 1+25± -15+50± (NO PARKING -BOTH SIDES) T./. = 5.0, PRELIMINARY R-VALUE = B 34' EMERGENCY ACCESS EASEMENT 17' Ii f 7' FINISHED SURFACE (ELEV. PER PLAN) 5' 2% ( 4" A.C. PAVING WITH 6" CL. BASE I 2% 2% ------~\\\ ------·•., VARIES, 2% MIN. (TYP.) SIDEWALK (TYP.) I 6 ,,1111-.,,v -1 '(TYP.) '-6" TYPE 't'" CURB AND GUTTER (TYP.) TYPICAL SECTION ~ VILL£TA A V£NU£ (PR/VA TE,) PER OWG. 497-1£ NOT TO SCALE T.I. = 5.0, PRELIMINARY R-VALUE = 8 11 AS BUILT" P.E. ___ EXP. ___ _ DATE REVIE\./ED BY, INSPECTOR DATE -------------- ----- 24' EMERGENCY 2ND STORY--- OVERHANC ACCESS EASEMENT 34' c---------=-cc---··----------, 22' (£ 17' ---~-+·~--~- 5' 5' 12' 12' 5' 5' FACE OF-~ MIN. FINISHED SURFACE GARAGE (ELEV. PER PLAN) \ 1 MIN. --RESIDENCE F. c. k41?1cs I \ --i.,-,..,.:-T"t.:::::'::'_~~ 2.-t_ __lJJ. \ ~->::\y;, . . :· 4" P.C.C. SIDEWALK I (TYP.) 4" ROLLED CURB 6" I I (TYP.) ,- PRIVATE----- 8" SEWER PRIVATE 181/24"- STORM DRAIN 5' 7' '·PRIVATE B" FIRE SERVICE TYPICAL SECTION ~ T£LAGA ROAD {PRIVATE,) PER OWG. 497-1£ NOT TO SCALE STA. OCCURS WHERE HOUSE FRONTS ON£ SIDE 10+00± -I 1+25± AND SIA. 15+50± -20+00± {NO PARKING -BOTH SIDES) 2ND STORY OVERHANG (TYP.) T.I. = 5.0, PRELIMINARY R-VALUE = B 20' EMERGENCY ACCESS EASEMENT 30' ·---~~----------· ----.Y 5' 10' Ii 10' 5' MIN. MIN. --FACE OF GARAGE (TYP.) FINISHED SURF,A,C£ (4" A.C. PAV! C {ELEV. PER PLAN) 1 WITH 6" CL. ,BAS£ F.C. ~lf:s I l% (TYP.) IV}~:· .. ~c. - s.c. A---,\ .. -- · .. \v -s.c. ;:( LL+LL~~6±,:~~7· '• •11 ,;;-1 .1'fC-1 •1 p C. C. DRIVEWAY ----..,. V . , . 4" ROLLED CURB 1', ;::' 4.5' --~ , '-. (TYP.) ~ MIN. '3.5 ± -!O' HEIGHT CURB I • ·-PRIVATE 6" DOMESTIC WATER "PR/VA TE B" PR/VAT.E- B" SEWER 6' 5' FIRE SERVICE TYPICAL SECTION ~ ROCA WAY (PR/VA TE,) PER OWG. 497-1£ NOT TO SCALE (NO PARKING -BOTH SIDES) T.I. = 4.5, PRELIMINARY R-VALUE = B 20' EMERGENCY 2ND STORY----ACCESS EASEMENT OVERHANG (TYP.) ..J~-__ __,,2,_._4,.,,.2"'-5_' -"'M,"-1/N.,.,_. __ --L_ 30' 3' P. C. C. GUTTER --------- 5' ----......... _ 10' /0' 5' F.C. -~I 2' VARIES VARIES s C. ' :::r~:i~i~~r-LJ~::-EJ~~~-,c -FACE OF GARAGE (TYP.) F.G. SC. P. C. C. DRIVEWAY J f {TYP.) 3. 5 '± ' ;{ ---4" A.C. PAVING "-~ WITH 6" CL. BASE 'O' HEIGHT CURB· PRIVATE 6" _,) DOMESTIC WATER 3' 5' 6' ·-PRIVATE '--PR/VA TE B" B" SEWER FIRE SERVICE TYPICAL SECTION ~ NALA WAY (PR/VAT£) ANO S/MBA WAY (PR/VA TE,) PER OWG. 497-1£ NOT TO SCALE (NO PARKING -BOTH SIDES) T.I. = 4.5, PRELIMINARY R-VALUE = B / N.D.S 6" POLYOLEFIN GRATE WITH U.V. INHIBITORS ATRIUM TYPE FOR PLANTER. ROUND CRATE FOR TURF AND HARDSCAPE 6" N.D.S. SPEE-D CATCH~ 6" DIA. P.V.C. RISER BASIN OUTLET AS REQUIRED \ ="== PIP£ (LENGTH AS REQUIRED) \ rnw -FINISH GRAD£ 2% MIN. • 2% MIN. ----.:.. '-£ (PER PLAN) NOT£: J .. FOR DRAINS LOCATED ON PIPES LARGER THAN 4" DIAMETER CONTRACTOR SHALL USE BOX CALLED OUT ON PLANS. A 0£TAIL ~ AREA DRAIN 3 NOT TO SCALE 2 ~ 6" STEPS A 0£TA/L ~ OUPL£X STEPS NOT TO SCALE 18" B" #4 AT TOP--< AND BOTTOM '-,,"" ~"- SECTION 1~ -A ,, /-VARIES 8-, I' MIN. PAD ELEV. NOT TO SCALE SE£ ABOVE VARIES 10'± C 0£TAIL ~ TYPICAL REAR YARD 3 NOT TO SCALE ·FACE OF BUILDING £AS£M£NT NOTES EMERGENCY ACCESS EASEMENT GRANTED TO THE CITY OF CARLSBAD ON MAP NO. 16196. PUBLIC ACCESS EASEMENT GRANTED TO TH£ CITY OF CARLSBAD ON MAP NO. 16196. PUBLIC WATER EASEMENT GRANTED TO TH£ CITY OF CARLSBAD MUNICIPAL WATER DISTRICT ON MAP NO. 16196. SIGHT DISTANCE EASEMENT GRANTED TO THE CITY OF CARLSBAD ON MAP NO. 16196. EXISTING £AS£M£NT NOTES m CD CD 30' STORM DRAIN EASEMENT GRANTED ON MAP NO. 16038. 60' WIDE GENERAL U77LITY AND EMERGENCY ACCESS EASEMENT GRANTED ON MAP NO. 16038 VACATED ON MAP NO. 16196. SDG&E EASEMENT RECORDED FEBRUARY 4, 20 I 6 AS DOCUMENT NO. 20/6-0050080, O.R. BB&D~ PLANNING ENGINEERING SURVEYING 3890 Ruffin Road, Suito 1 20 San D1sgo, Ca. 92123 858-560-1141 B58-560-81 57 Fax ll .. "t ~~ 1-IB·Ll MRON P, 'RKER DATE I SH3EET I CITY OF CARLSBAD ~5 f-----1--+-----------------i-----t---t------t----i ENGINEERING DEPARTMENT I~ C----1 CITY BENCHMARK: DESCRIPTION: LOCATION: CLSB-088 2" IRON PIPE W/DISK MARKED "L.S. 6215" IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD V/LIAGE OR., 0. I Ml. EAST OF PONTIAC DR. RECORDED FROM: _.R ... O.,. . .,.S.---'-'l 7._,,_'2'-"71'---------------- ELEVATION: 317.176 M.S.L. DATUM: N.G.V.D. 1929 PRECISE GRADING PLANS FOR: QUARRY CR££K PLANNING AREA R-4A £AST 1------+---1-----------------1----+--t-----+---i :"G=R=2=0=17'=-=0=0='2;;.3===JF.'Fc=c='=T=Y=P=IC=A=L=S=E~C'ccTl'c'=ONc:'S~D~E~TA':clL~S APPROVED: JASON s7 GE).DERT ~ :;. zs/1-011: r , l----t---h.---------------,--1 __ 1 _1 _--J CITY ENGINEER PE 63912 EXPIRES 9 30 18 DATE DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: SB&:O CHKD BY: (ll_ RVWD BY: PROJECT NO. I DRAWING NO. CT 15-09 . 497-fG 71632.30 . I ' I I ! i i i ·, -i I i i I . t:' ii.I l. ! . ' ' □ Il ~ z GJ z C ~ DJ m Il □ Il ~ z GJ z C ~ DJ m Il ' □ Il ~ z GJ z C ~ DJ m Il Lor 9 01°E/v sPA cF ) 13' "AS BUil T" RCE EXP. REVIEWED BY: INSPECTOR \ \ \ \ \ I I \ 17\ --I DATE DATE \ \ I Ill 60' I \ 34' \ i l ~l :¾"',...I \ I \ IL 'x 1 er, er,' I ··~ti\,\~~,:_\ I <l I -~,\ ·>4 }r TYPE '1-4" C.O. PER DWG. 497-lA 106.9 RIM CONSli CT/ON NOTES PER OWG. .N.O. 1 PRIVATE 8" P. V.C. SEWER MAIN, DR-J5. 0 0 0 0 0 0 0 0 @) @ @ @ @ PRIVATE 10" P.V.C. SEWER MAIN, DR-J5. PRIVATE 6" P. V.C. DOMESTIC WATER, CL. 150, C-900. PRIVATE 12" P. V. C. DOMESTIC WATER, CL. 150, C-900. PRIVATE 8" P. V.C. FIR£ SERVICE MAIN, CL. 150, C-900, PER SEPARATE FIR£ DEPARTMENT PERMIT. PRIVATE 4" P.V.C. RECYCLED WATER MAIN. PRIVATE 18" HOP£ STORM DRAIN PER DWG. 497-1A. PRIVATE 24" HOP£ STORM DRAIN PER DWG. 497-lA. PRIVATE JO" HOP£ STORM DRAIN PER DWG. 497-IA. PRIVATE 6" TYPE "G" CURB AND GUTTER. PR/VA TE 4" MODIFIED ROLLED CURB AND GUTTER. PR/VA TE 6" STRAIGHT CURB. PRIVATE O" STRAIGHT CURB. PR/VA TE 4" STRAIGHT CURB. NOT£ ll]CD -/ :) 1178 FF 117.ISG. SE£ SHEET ~ 5 4 I 17.3 F.F. 116.BS:G: sp l!J., _,r-i_-_-__ -, --., ---1-,, cl[)_ - -i-----i- 1 0$ SE£ FOR EASEMENT NOTES 5££ SHEET 3, NOT£ ALL ROOF DRAINS SHALL BE ROUTED TO LANDSCAPE AREAS. s PU'>.NNING ENG!NEERING SURVEYING 3980 Ruffin Road, Buite -1 20 San DiBgo. Ca. 82123 85B-560-1 ·1 4 ·1 BEi8-5F.i0-c:l157 Fax IJ s WAY SHEET 16 SCALE.-1" -....,;,;,;.;._· 11111 = '.J ~ GRAPHIC SC.AL£ I---! - -10 0 10 20 CITY BENCHMARK: 117.J F.F. 116.6 S.G. 5~ 0 JD DESCRIPTION: CLSB-088 2" IRON PIPE W/DISK MARKED LOCATION: 'Z.s. 6215" IN TOP OF CUT SLOP£ 50' NORTH OF CARLSBAD VILLAGE DR., 0. 1 Ml. EAST OF PONTIAC DR. DATE INITIAL 4 g_V MRONhRKFR 7-11·/1 RECORDED FROM: R.0.5. 17271 ENGINEER OF WORK DAT£ ELEVATION: 317.176 M.5.L. DATUM: N.G.V.O. 1929 _J 4 J ~ 6" STEPS--+- ii\ 4" STEP~ W~-";t--1/-1 115.4 F.S. 115.05 F.S. 0 (/) REVISION DESCRIPTION I ~ J ~ r.-- ,-----1-t---~<t-.. \,f•--'-+=>---j_+--1,'-, &,· VJ' 6" P. V., r STORM D PER Wi,. 497-IF ~ I I I Sf7 4 4 ' 5' 4 -1 ~21' ~~ J ,,,, [@ \. '(,G· Tl (/) 5 DATE 12' ~"~ ~' c::a "" 1/) --11 I I I I L .J.~------- 0 (/) I I I L _J 5 I 16.4 F.F. !157SG. t-r------ !J 115.7 F.F. I /5.0 S.G'. 0 ~.._"\ G --(/) I ~ INITIAL DATE INITIAL I I I NOT£.· !I) , / / / / INDICATES ENHANCED £LEVA TION I S~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 5 PRECISE GRADING PLANS FOR: QUARRY CREEK PLANNING AREA R-4A {£AST) GR 2017-0023 /I APPROVED://,. ,11 J_ JASON S'JGEL~ERT ,-• '' 42£ 1,b( CITY ENGINEE-RING PE 63912 EXPIRES 9/30/18 DliTE r ' DWN BY: S8&0 PROJECT NO. DRAWING NO. CHKD BY: <..,rl- OTHER APPROVAL CITY APPROVAL RVWD BY: CT 15-09 497-lG 716J2.JO □ D • ~ • z Gl z C s: Ill m D □ D i z Gl z C s: Ill m D I' I I I I I I -- I I 'Ii TI I, I I n~ □ D .~8 ~ De ~ "1 ij ~m z 0 "JJ:. Gl ii ':!z :!i z~ z .i El r C jjmo ,... :ti rt! s: ii!t gi · l~i Ill m z D m I ill D ~ I I I I --rl --.. -------, - I I .. \ \ \ \ Lor g DPF;V .5PACE DI ® "AS \ \ I \ \ \ \ \ 0 U IL T" RCE __ _ EXP.__, __ _ REVIEWED BY: INSPECTOR \ -------------+----- \ "' ~ \() \ 1-~ ':::) ' \ ~ ~ .... \ I \ \ V) ~ \~ \ Q:: I I \ as ------- -------------------------------------------------------------- \ \ ~ s .116.64 F.S. ' 1 ~ - SEE CONSTRUCT/ON NOTES {PER OWG. 497-fF {U.N.O.) (j) PRIVATE 8" P.V.C. SEWER MAIN, DR-35. NOTE DATE DATE 0 PRIVATE 10" P.V.C. SEWER MAIN, DR-35. 0 PRIVATE 6" P.V.C. DOMESTIC WATER, CL. 150, C-900. 0 PRIVATE 12" P.V.C. DOMESTIC WATER, CL. 150, C-900. 0 PRIVATE 8" P.V.C. FIRE SERVICE MAIN, CL. 150, C-900, PER SEPARATE FIRE DEPARTMENT PERMIT. 0 PRIVATE 4" P.V.C. RECYCLED WATER MAIN. 0 PRIVATE 18" HOPE STORM DRAIN PER DWG. 497-IA. 0 PRIVATE 24" HOPE STORM DRAIN PER DWG. 497-IA. 0 PRIVATE 30" HOPE STORM DRAIN PER owe. 497-IA. @ PRIVATE 6" TYPE "G" CURB AND GUTTER. SCALE.-/" = @ PRIVATE 4" MODIFIED ROLLED CURB AND GUTTER. @ PRIVATE 6" STRAIGHT CURB. @ PRIVATE O" STRAIGHT CURB. @ PRIVATE 4" STRAIGHT CURB. GRAPHIC SCALE /0 0 10 ---------------------- [l] CZJ FOR EASEMENT NOTES SEE SHEET 3. 10' I • 20 NOT£ ALL ROOF DRAINS SHALL BE ROUTED TO LANDSCAPE AREAS. ~ I 30 116.49 116.3. 116.23 F.S. 6" F.S. s / s s ' 116.43 F.S. <::, 116. I GR. ~ 116.3 GR. 113.75 I[ -· -114.'05 -1-1- --·- SHEET 4 CITY BENCHMARK: DESCRIPTION: CLSB-088 2" IRON PIPE W/DISK MARKED 'L..s. 62!5" LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF G4RLSB4D VILLAGE DR., 0. 1 Ml. EAST OF PONTIAC DR. RECORDED FROM: ~R~.O~·=S.-~17.='2~71 __________ _ ELEVATION: 317.176 M.S.L. DATUM: N.G.V.D. 1929 \ . /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ..,, (/) .f.2 (/) 21' I 12' DATE INITIAL OTHER APPROVAL I I I 5f7 I I I I I I 5 f.--j 116.4 FF \ \ __J L 115.7 s.c. F,1,---------~-.------- 1 I I I I I 0 ~ (/) ' s --[7 DATE I I I I ' INITlAL CITY APPROVAL 7 SEE SHEET 6 NOTE: , / / / / INDICATES ENHANCED ELEVATION I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 5 PRECISE GRADING PLANS FOR: QUARRY CREEK PLANNING AREA R-4A (EAST) GR 2017-0023 APPROVED: l,, II } ,J;;, ,... JASON S/.GE,.DERT ~,~ , ?: ~ 21>(1 CITY ENGINEeRING PE 63912 EXPIRES 9/30/18 DATE DWN BY: S8&:0 I PROJECT NO. I DRAWING NO. CHKD BY: <J,1.,, CT 15-09 RVWD BY: 497-fG 7/632.30 -------· ------------ 1 i ' ' ' ' ' ' I '" 1;; I s " ""' mo il 00 "c am~ . " ii~ m D • ~" ;a !l z ~~~ ~~I amo !i'5 m ·u iii ~rn rn (.r, I C" ,;..,z z I ill ~ I I I ' I I I I I "' !> ~ I ~ ""' 1~8 .~c mO =i= ;D u3 m~ ~' m D • ., ;I !l z !i z IJl c:> C:< i~I ID 0 ,,. 'B rll ll ID• ., ,~i z m u, ~ u, ,. ~ I~~ mo ~□o j E3c gJ ~ ;f" "' '1.l • ., ;a :!I z 5z~ ·c ~~I iP~~ .. :n rn ;; 0. I 8l ~ r,J~ m I "' "I p, l I I 0 JJ ~ z Ci) 2 C s Ill m JJ 0 JJ ~ z Ci) z C s Ill s:J 0 JJ ~ 2 Ci) 2 C s Ill m JJ -- ----------------- S££ SH££T '" 16 M --sJ TONO/ -r " ...... -/~ DD I 16.2 F.F. !/5.55.G. I I I I ~ I I I \ 811 "AS BU I LT" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR \ DATE DATE ) \\ / \ \ ©~\ -~-I I 116.4 F.G. H.P. S££ SH££T 116.45 F.S. 7 TRUCTION NOT£. 497-1F U.N.O. f PRIVATE 8" P.V.C. SEWER MAIN, DR-35. 2 PRIVATE 10" P. V. C. SEWER MAIN, DR-35. 0 0 0 0 0 0 0 @) PRIVATE 6" P.V.C. DOMESTIC WATER, CL. 150, C-900. PRIVATE 12" P.V.C. DOMESTIC WATER, CL. 150, C-900. PRIVATE 8" P. V.C. FIRE SERVICE MAIN, CL. 150, C-900, PER SEPARATE FIRE DEPARTMENT PERMIT. PRIVATE 4" P. V. C. RECYCLED WATER MAIN. PRIVATE 18" HOPE STORM DRAIN PER DWG. 497-fA. PRIVATE 24" HOPE STORM DRAIN PER DWG. 497-fA. PRIVATE 30" HOPE STORM DRAIN PER DWG. 497-lA. PRIVATE 6" TYPE 't'" CURB AND GUTTER. PR/VA TE 4 » MODIFIED ROLLED CURB AND GUTTER. @ @ @ PRIVATE 6" STRAIGHT CURB. GRAPHIC SCALE <iJJ PRIVATE O" STRAIGHT CURB. PR/VA TE 4 » STRAIGHT CURB. 70 0 to II 20 S££ SH££T ' / (:) ,,.. 'v ·- ·--._ -);: ---~\._ ~ ·)( NOT£ 4 ? 117.3 F.F. 116.6 SG. n(/J I 1° I I I I ---------------------- S££ FOR IMPROVEMENTS WITHIN EXIST. MARRON ROAD (PUBLIC) SEE 4 117. 3 F.F. 116.6 S.G. CITY OF CARLSBAD DWC. NO. 484-5 SH££T 5 X---X--X---X 107 14 OPE;V SPA.CF NOT£ [lj Cl) FOR EASEMENT NOTES SEE SHEET 3. ALL ROOF DRAINS SHALL BE ROUTED TO LANDSCAPE AREAS. NOT£: ' BB&D~ PLANNING ENGINEERING SURVEYJNQ 3990 Ruffin Road, Suite '120 San Diego, Ca. 92123 858-560-'l 14'1 858-560-B'l 57 Fax 1· 18· DATE CITY BENCHMARK: DESCRIPTION: LOCATION: / / / // INDICATES ENHANCED ELEVATION f--------,--+-----------f-------1----l----1--------l I SH~ET I CITY OF CARLS BAD ~5 ::==:=====--:::::::::=:=EN:::::G=:IN:::::E::::E:::::Rl:=:NG=D=:E=:PA:::::R:::::T=:ME:=N::::T===-'=~== l----+--t----------------1-----1-----1---e---l PRECISE GRADING PLANS FOR: QUARRY CREEK PLANNING AREA R-4A {£AST} GR 2017-0023 VILLAGE OR., 0. f Ml. EAST OF PONTIAC DR. DATE INITIAL OWN BY: SB&O PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL <;J'o( RECORDED FROM: _,_R."--'.o"'.s.,,__. --'-1-'--'72c_c_7-'--1----------REVISION DESCRIPTION CRHVWKDD BBYY:: CT 15-09 497-16 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL ELEVATION: 317. 7 76 M.S.L. DA TUM: N.G. V.D. 1929 L_ ____ L_ _____________ _JL=.:.:.:_:.:.::..:.:_:_J__::.:..:._:.::..:..:_:.::..:.:_::.J..'.:::::~~~~~'....'.:::===========::::J 71632.30 -;I ' - ' CJ lJ ' ', l> ~ I : • z GJ z C s: t1l m lJ ' ' ' ' I ] CJ lJ § • z GJ z C ' i ' s: ' t1l m lJ / l CJ lJ § z GJ z C s: t1l m lJ ' I ' . 11 1204 F.F. I 79. 7 S.C. OS l If-.\-, 11 I • I r,7 119.0 F.S. SHEET ------------------ 19-1--, SD SD GS Q RW MARRON 18 -w- I I CONSTRUCT/ON NOTES {PER OWG. 497-fF (U.N.O.) 0 PRIVATE 8" P. V. C. SEWER MAIN, DR 35. ® 0 0 0 j 0 811 ~ ------------~'a' "AS BUILT" 0 @) 01' RCE ___ EXP,____ DATE \:..:J ---------------1@ REVIEWED BY: @ INSPECTOR DATE ® PRIVATE 10" P.V.C. SEWER MAIN, DR-35. PRIVATE 6" P.V.C. DOMESTIC WATER, CL. 150, C-900. PRIVATE 12" P. V.C. DOMESTIC WATER, CL. 150, C-900. PR/VA TE 8" P. V. C. FIRE SERVICE MAIN, CL. 150, C-900, PER SEPARATE FIRE DEPARTMENT PERMIT. PR/VA TE 4" P. V. C. RECYCLED WATER MAIN. PRIVATE 18" HOPE STORM DRAIN PER DWG. 497-1A. PRIVATE 24" HOPE STORM DRAIN PER owe.. 497-1A. PRIVATE JO" HOPE STORM DRAIN PER owe.. 497-IA. PRIVATE 6" TYPE 't" CURB AND GUTTER. PR/VA TE 4" MODIFIED ROLLED CURB AND GUTTER. PRIVATE 6" STRAIGHT CURB. --GRAPHIC SCALE PRIVATE O" STRAIGHT CURB. PR/VA TE 4" STRAIGHT CURB. 10 0 10 20 ' 17 PER . . . ·' ·•.·_,.--~/W -+ FOR IMPROVEMENTS WITHIN EXIST. MARRON ROAD (PUBLIC) SEE CITY OF CARLSBAD owe.. NO. 484-5 -w NOT£: R0,41) RW ---+ DWG. 16' - NOT£ , / / // INDICATES ENHANCED ELEVATION Ill CZ) FOR EASEMENT NOTES SEE SHEET J. JO SB&O~ PLANNING ENGINEERING SURVEYING 3880 Rufrln Road, St..1ite 1 20 Sari Diego, Ca. 82123 85&560◄114'1 81'5B-56U-·B15 / Fax -/8· MRON DATE NOT£ ALL ROOF DRAINS SHALL BE ROUTED TO LANDSCAPE AREAS. CITY BENCHMARK: DESCRIPTION: LOCATION: CLSB-088 2" IRON PIPE W/DISK MARKED 'Ls. 6215" IN TOP OF CUT SLOP£ 50' NORTH OF CARLSBAD VILLAGE DR., 0. I Ml. £AST OF PONTIAC DR. RECORDED FROM: -'-R.=.O=.S.=·~l-'-7."-''27-'-I __________ _ ELEVATION: 317.176 M.S.L. DATUM: N.G.V.D. 1929 ----------- I() -------------------------------------- I 1----1--1-----------e-----l----+---l-----l I SH~ET I CITY OF CARLSBAD ~5 ENGINEERING DEPARTMENT ~ l------l---+------------------11------l----l-----l-----l :=P::::R::::E::::Cl::::S:::'E..':G=R=AD=IN=G=P=LAN=s=F=oR=:=====~====: 1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL QUARRY CREEK PLANNING AREA R-4A (£AST) JASON Sz GE DERT _.;,_ :;. Z..$ ~ CITY ENGINE1'RING PE 63912 EXPIRES 9 30 18 D TE DWN BY: SB&O PROJECT NO. I DRAWING NO. CHKD BY: G't CT 15-09 497-fG RVWD BY: 71632.30 : 'I . , , • 1 , . ' . ' .. r ! ., ' ,' ' ' ' 1 I I I ' ' i r' I. • □ ll ~ 2 GJ 2 C s OJ m ll □ ll ~ 2 GJ 2 C s OJ m ll ------------------ 15 1249 F.F. 121.2 S.G. V. "AS BU IL T" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR RW DATE DATE w ---------- MARRON RW RW RW RW RW RW w w w w -w--w w . w . : . CONSTRUCT/ON NOTES {PER DWG. 497-1F {U.N.O.) 0 PRIVATE 8" P.V.C. SEWER MAIN, DR-35. / 0 PRIVATE 70" P.V.C. SEWER MAIN, DR-35. I 0 PR/VA TE 6" P. V. C. DOMES77C WATER, CL. 7 50, C-900. NOT£ I RW ---RW I . I I I I RW w ROAD RW RW FOR IMPROVEMENTS WITHIN EXIST. MARRON ROAD (PUBLIC) SEE CITY OF CARLSB4D DWG. NO. 484-5 w w w --.. 1.or 14 RWV ---------------------- RW w W' SHEET 21 V RW RW w w . : · .. NOT£ All ROOF DRAINS SHALL BE ROUTED TO LANDSCAPE ARD'.S. . ' I> (PUBLIC) RW ---RW RW -484=5 w ---w w SE£ SHEET I> . 'v . RW ,w ~ V' w · .. --------------- 20 RW w --w-w NOT£; RW 10 119.4 F.F. 118.7 S.C/ w - , / / / / INDICATES ENHANCED ELEVATION 0 PRIVATE 72" P.V.C. DOMESTIC WATER, CL. 750, C-900. 0 PRIVATE 8" P.V.C. FIRE SERVICE MAIN, CL. 750, C-900, 11] (D FOR D'.SEMENT NOTES SEE SHEET 3. 0 0 0 0 @) @ @ @ @ PER SEPARATE FIRE DEPARTMENT PERMIT. PRIVATE 4" P.V.C. RECYCLED WATER MAIN. PRIVATE 78" HOPE STORM DRAIN PER DWG. 497-7A. PRIVATE 24" HOPE STORM DRAIN PER DWG. 497-7A. PRIVATE 30" HOPE STORM DRAIN PER owe. 497-1A. PRIVATE 6" TYPE "G" CURB AND GUTTER. PRIVATE 4" MODIFIED ROLLED CURB AND CUTTER. PRIVATE 6" STRAIGHT CURB. PRIVATE O" STRAIGHT CURB. PRIVATE 4" STRAIGHT CURB. GRAPHIC SCALE 70 0 70 BB&D~ Pl.J'.'1,.NNJNG ENGINEERING SURVEYING 20 t------t------f-----------------------t-------1c-----t-------t-----1 I SHBEET I CITY OF CARLSBAD ~5 ~==---'===EN=G=l=N=EE==R=IN=G=D=E=PA=R=T=M==E==N=T==:::"::~==~ PRECISE GRADING PLANS FOR: CITY BENCHMARK: DESCRIPTION: LOCATION: CLSB-088 2" IRON PIPE W/DISK MARKED '1..S. 6275" IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE OR., 0. I Ml. EAST OF PONTIAC OR. RECORDED FROM: ~R~.O~-~S-~77.~'2~7_1 ___________ _ ELEVATION: 317.176 M.S.L. DATUM: N.C.V.O. 7929 1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ------------------------------------- DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL ' OUARRY CREEK PLANNING AREA R-4A (£AST} GR 2017-002 CITY ENGINEERING DWN BY: SB&:O CHKD BY: (,'r,C RVWD BY: PROJECT NO. I DRAWING NO. CT 15-09 _ 497-1G 77632.30 ---------- " ! 11 I'· I I. i I i-1 [I l ! I: j ==:ror:: . • □ JJ i 2 G) 2 C s: CJ m JJ □ JJ ~ 2 G) 2 C s: CJ m :0 ~ ..... 19 729. 7 F.F. 728.4 S.G'. Lor 14 DPf)V SPACF' 127.3 GR. 125.8 I[ 127.4 GR. 125.9 I[ ' GRAPHIC SCALE 811 ~.11111!1.i'll/llJ 10 0 "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 10 '--r;; '-' c::= __ 20 ofESS!Otv -=""~( ,.. p~ . ~ o.6854 • I 30 PU--\NNING ENGlf'..JEEHING 3880 F'"ufFln Floud, 8:...JiWC 120 San Diego, CB. 82'123 25B-5E3f"J-1 ·1 fl 1 c::!5B-5EO-B'l 57 Fnx SURVEYJHG DATE RW RW -----ROAD 125.3 F. H.P. 125.2 GR. 123.9 I[ ///// 16 126.1 F.F. 125.4 S.G. 125.1 GR. 123.7 I[_ 125.3 F.G. H.P. 125.2 GR. 123.9 I[_ i·----- 123.9 GR. 122.5 I[ 124.1 F.G. H.P. • ... '7 0 15 B 124.9 F.F. 124.2 S.G. 501.20' FOR IMPROVEMENTS WITHIN EXIST. {PUBLIC) 4• STEP 3 ~ 6" STEPS 33~ 0 H.P. 124.0 GR. 122.7 I[ 124.1 F.G. / /H7 / V r'r) Q_,/, 123.9 FF. 723.2 s.c. ! ! 122.9 .G. H.P. 122.7 GR. 121.2 I[ L 122.95 F.S. 122.7 G'R. 121.4 I[ j // -/ 123.7 FF. 723.0 S.G. OS - RW --RW~-RW --MARRON ROAD {PUBLIC) SEE RW RW --RW-RW RW RW ----R(v,0 -._,____ CITY OF CARLSBAD DWG. NO. 484-5 Ii; -~ ® ~--~-~-----~;-~~-~~-=~O;Wi~~~-::::::::::::::::::::=:----==::::::::::--==~--==::::::::::--====----=~'G'~, ::::::::::=:----==::::::::::=------:=::::::::::t------:=:::::::::::--====---====--4=8='4=----=..,===-=::::::::::=:----==~-~~~,,;,,,l. ~CX~~ --====--========--====----==----= w RW CONSTRUCTION NOTES {PER OWG. 497-fF {U.N.0:J 22 -------L\...)1-' 21 -~ I 0 PRIVATE 8" P.V.C. SEWER MAIN, DR-35. NOT£ .: 0 PRIVATE 10" P.V.C. SEWER MAIN, DR-35. ALL ROOF DRAINS SHALL BE ROUTED TO 0 PRIVATE 6" P.V.C. DOMESTIC WATER, CL. 150, C-900. LANDSCAPE AR£AS. 0 PRIVATE 12" P.V.C. DOMESTIC WA/FR, CL 150, C-900. NOT£ 0 00 5 PRIVATE 8" P. V.C. ARE SERVICE MAIN, CL 150, C-900, PER SEPARATE ARE DEPARTMENT PERMIT. FOR EASEMENT NOTES SEE SHEET 3. 0 PRIVATE 4" P. V.C. RECYCLED WATER MAIN. 0 PRIVATE 18" HDPE STORM DRAIN PER DWG. 497-lA. 0 PRIVATE 24" HOPE STORM DRAIN PER DWG. 497-IA. 0 @) PRIVATE 30" HOPE STORM DRAIN PER DWG. PRIVATE 6" TYPE "G" CURB AND GUTTER. 497-lA. (j]) PRIVATE 4" MOD/RED ROLLED CURB AND GUTTER. @ PRIVATE 6" STRAIGHT CURB. @ PRIVATE o• STRAIGHT CURB. @ PR/VA IF 4" STRAIGHT CURB. CITY BENCHMARK: DESCRIPTION: CLSB-088 2" IRON PIPE W/DISK MARKED "l.S. 6215" LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE DR., 0. I Ml. EAST OF PONTIAC DR. RECORDED FROM: -'R.C'-•.c.0cc5c.· _;_1~72C-'7--'I ___________ _ ELEVATION: 317.176 M.S.L. DATUM: ~N=.C=-~V.=D~. ~1=92=9~-- 7/26/18 AWSP It\ THIS REPLACES SHEET 9 APPROVED ON 1/25/17. REVISED SLOPES, WALKWAY.s; GRADES, STEPS, DRAINS, BLDG. TYPE. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OlHER APPROVAL NOT£: / / / // INDICAIFS ENHANCED ELEVATION I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 5 PRECISE GRADING PLANS FOR: OUARRY CR££K PLANNING AREA R-4A {EAST} GR 2017-0023 ,, I q/11/l8 ~,:' . APPROVED: t"L~Y. Mt JASON SAGElDERT ' . 9 'I« ZOJ8 CITY ENGINEERING" PE 63912 EXPIRES 9/30/18 DATE. DWN BY: SB&O I PROJECT NO. I DRAv.4NG NO. DATE INITIAL CHKD BY: ',.JI.. CT 15-09 CITY APPROVAL RVWD BY: 497-fG 71632.30 0 JJ p ;i: 2 G) 2 C: s l;IJ m JJ D lJ )> ~ 2 CJ z C $ OJ m I) D ~ ~ z Cl 2 C: ;g;: OJ m JJ i ;o :,: \ ;o :,: I ;o z () (1 \ (1 I z \ FOR IMPROVEMENTS WITHIN EXIST. MARRON ROAD (PUBLIC) SE£ \ CITY OF CARLSBAD owe. NO. 484-5 (1 -----s - z \ \ \ ---------l------------- ----------------------------------- 10--r 14 CITY BENCHMARK: DESCRIPTION: LOCATION: CLSB-088 2" IRON PIP£ W/OISK MARKED "LS. 6215" IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE OR., 0. I Ml. EAST OF PONTIAC OR. RECORDED FROM: ~R.~.o~.s.~. ~1~72~7~1 _________ _ ELEVATION: 317.176 M.S.L. DATUM: N.G. V.O. 1929 -------------- -------------------------- NO. S££ ------------ =----= 2 SD 497-18 X ?j 128.9 F.F. 128.1 S.G. OS ..... ..... ~ SD II) U1 0 X ! X 0 cJ) \ NOT£ ALL ROOF DRAINS SHALL 8£ ROUTED TO LANDSCAPE AR£4S. NOT£: CONSTRUCTION NOTES {PER DWG. 497-!F (U.N.O.) (jJ PRIVATE 8" P.V.C. SEWER MAIN, DR-35. 0 PRIVATE 10" P.V.C. SEWER MAIN, OR-35. 0 PRIVATE 6" P.V.C. DOMESTIC WATER, CL. 150, C-900. 0 0 PRIVATE 12" P.V.C. DOMESTIC WATER, CL. 150, C-900. PRIVATE 8" P. V.C. FIR£ SERVICE U4IN, CL. 150, C-900, PER SEPARATE FIRE DEPARTMENT PERMIT. 0 PRIVATE 4" P.V.C. RECYCLED WATER MAIN. 0 PRIVATE 18" HOP£ STORM DRAIN PER owe. 497-lA. 0 PRIVATE 24" HOP£ STORM DRAIN PER owe. 497-lA. 0 PRIVATE 30" HOP£ STORM DRAIN PER owe. 497-IA. @ PRIVATE 6" TYPE "G" CURB AND GUTTER. @ PRIVATE 4" MODIFIED ROLLED CURB ANO GUTTER. @ PRIVATE 6" STRAIGHT CURB. @ PRIVATE O" STRAIGHT CURB. @ PRIVATE 4" STRAIGHT CURB. NOT£ [l] CZJ FOR £4SEM£NT NOTES SEE SHEET 3. / / / // INDICATES ENHANCED ELEVATION Exp. 9/30/17 (" ,_or--<c-cc_ ~1/' GRAPHIC SCALE 10 0 10 BB&D~ PLANNING ENGINEERING SURVEYING 3890 Ruffir1 Rood, Su1tu 120 Ban Diego, Ca. 92123 068-,560-'l 14'1 858-560-81 57 Fax fi_..,,, J~ 1-t8·LT MRON PARKE, DATE 20 RCE __ _ REVIEWED BY: INSPECTOR 30 "AS BU I LT" EXP. ___ _ DATE DATE 1----+-~+-~~~~~~--~-+-----1~-+------1-----1 ~o CITY OF CARLSBAD ~5 L_I£j ENGINEERING DEPARTMENT ,~ l----+--+---------------1-------l----1--__j_--l ~P==R::;EC:;:I::;SE:::'._:::G::_=R=AD==I==N=G=P==LAN===s==F=o==R,======'-===::::; OUARRY CREEK PLANNING AREA R-4A {£AST) GR 2017-002 JASON ~1 GF;LDERT f---+--+------------+--+--+--+---l ~=_J~~l-,LJ,HM,L------,---:--1-llSIZDt1: l---+--+--.1-----------------11--------l-----t---l-----1 :::'C:'::':IT:'::':Y=:EN:=G=:IN=EE=R=N=G=P'::::E'---::='3::::91=:2=E=XP:=IR=E=:S:::9':::'3'::0':::'1:":8=~D':':~':=TE'::::'==:= DWN BY: SB&O PROJECT NO. I DRAWING NO. APPROVED: ~~~g ~~~ <ft CT 15-09 . 497-fG DA TE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL CITY APPROVAL ·-· 71632.3/J_, !j ', i I •,j '1 ' ' I i ' ' ' ,; i ,, ' ' : : . I l I I I g; ~ I a -□ D CD mo !loo ,Be ~•B~ i ,~CIJ m U • ,. , a ~z ~;<~ 0 -ac-:~-r ii!ll-mO ·o -u c:: m rn ~" l~i 2 ITT <n ~ 0 :0 ):, ~ 2 Gl 2 C s DJ m :0 0 :0 ~ 2 Ci) 2 C s DJ m :0 0 :0 i 2 Ci) 2 C s DJ !B ------- OS MODELS S££ OWG. NO. 497-1£ ?1 129. I F.F. 128.4 S.G. t::l (tj (f) '"-Ir 3 -[_._J _ _i_~!t-, 11 IJ) NOTE 11 I . JJ 0 • 127.75 GR .. 124.6 I[ 4 . -I . ' sci- ll] (jl) FOR EASEMENT NOTES SEE SHEET 3. I 1 • ~ 10' GRAPHIC SCALE 1-11111 I~ 11111' I-I ' 10 0 10 20 .30 "AS BUil T" DI ® RCE EXP. DATE -(t REVIEWED BY: INSPECTOR DATE 811 ' _\ "1 .q 4 '<i .] 4 . .4 I iL/ -v 127.75 r.s. 4 J@=/ . I l SD]_ SD I I I -i=,7 I ! II ,..,.. I I 00 128.5 F.F. I I f!l 127.8 S.G. J 71 II • • 11 • I I; I I I l ll ' I I CONSTRUCTION NOTES {PER DWG. 0 PRIVATE 8" P.V.C. SEWER MAIN, DR-35. 0 PRIVATE 10" P.V.C. SEWER MAIN, DR-35. 5££ 497-fF {U.N.O.) 0 PRIVATE 6" P.V.C. DOMES77C WATER, CL 150, C-900. 0 0 PRIVATE 12" P.V.C. DOMES77C WATER, CL 150, C-900. PRIVATE 8" P.V.C. FIRE SERVICE MAIN, CL 150, C-900, PER SEPARATE FIRE DEPARTMENT PERMIT. 0 PRIVATE 4" P.V.l'. RECYCLED WATER MAIN. 0 PRIVATE 18" HDPE STORM DRAIN PER DWG. 497-1A. (jj) PRIVATE 24" HDPE STORM DRAIN PER OWG. 497-1A. 0 PRIVATE 30" HOP£ STORM DRAIN PER OWG. 497-fA. @ PRIVATE 6" TYPE "C" CURB AND CUTTER. @ PRIVATE 4" MODIFIED ROLLED CURB AND CUTTER. @ PRIVATE 6" STRAIGHT CURB. @ PRIVATE O" STRAIGHT CURB. @ PRIVATE 4" STRAIGHT CURB. " SD . ' :f 4 PLAl'JNING ENGINEERING :::lRFlO Fh 1f;i17 no3c:, Suit:;o 1 20 Son Diogo, Ca, FJP.'i 23 858-560-1141 B58-5GCJ-8157 Fox MRON PA!f<ER lDTJ lv!AP 1vo 1EJ19EJ 2 -~---,----c----l D T 1 --. - . -1 4 ., . ./ / 4 " . /11/AP ;VD. 1EJ19EJ SHEET 25 NOT£ ALL ROOF DRAINS SHALL BE ROUTED TO LANDSCAPE AREAS. SURVEYING DATE CITY BENCHMARK: DESCRIPTION: LOCATION: CLSB-088 2" IRON PIPE W/DISK MARKED "LS. 6215" IN TOP OF CUT SLOP£ 50' NORTH OF CARISBAD VILLAGE DR., 0. I Ml. EAST OF PONTIAC DR. RECORDED FROM: _R_.o_.s._. _1_7-_::'7_1 __________ _ ELEVATION: 317.176 M.S.L. DATUM: N.G. VD. 1929 125.9 F.S . 7/26/18 AWSP ft\ THIS REPLACES SHEET 11 APPROVED ON t;f1f'. luz ,<:'}{ 7/25/11. • I REVISED SLOPES, WALKWA Y.s; GRADES, STEPS, STORM DRAIN, BLDG. TYPE DAlE INITIAL DAlE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~'---'ETAINING WALL PER DWG. NO. 497-JC NOTE: / / / / / INDICATES ENHANCED ELEVA770N uTI CITY OF CARLSBAD ~ 1 ENGINEERING DEPARTMENT 5 PRECISE GRADING PLANS FOR: OUARRY CREEK PLANNING AREA R-4A (£AST} GR 2017-0023 a APPROVED: t1~ I/ 1..-Jf--JASON S. GELDERT /d V '11!8 IZl!.18. CITY ENGINEERING '7PE 63912 EXPIRES 9/30/18 :, . DATE I DWN BY: SB&O PROJECT NO. I DRAWING NO. CHKD BY: ,JJ. RVWD BY: CT 15-09 497-fG 71632.30 ... .... 0 ... I\) (II tJ JJ ~ <:. z GJ 2 c:: s IJJ m TJ □ Jj ~ -z Gl 2 C: $ c:o m JJ □ :u ~ z G1 2 C: $ OJ m JJ 0 0 :0 :ii ~ c., -~ 2 w GJ --12 .!i. c;; ~~ [JJ m JJ ..... ..... ---. RW -s -w \ s (_ff) NOT£: '/ / // INDICATES ENHANCED ELEVATION GRAPHIC SCALE 10 20 30 "AS BU IL T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE 811 ·6" STEP CONSTRUCTION NOTES {PER DWG. 497-1F {U.N.O.) (!) PRIVATE 8" P.V.C. SEWER MAIN, DR-35, 0 PRIVATE 10" P.V.C. SEWER MAIN, DR-35. 0 PRIVATE 6" P. V.C, DOMESTIC WATER, CL. 150, C-900. 0 PRIVATE 12" P. V. C. DOMESTIC WATER, CL. 150, C-900. 0 0 PRIVATE 8" P. V.C. FIRE SERVICE MAIN, CL. PER SEPARATE FIRE DEPARTMENT PERMIT. PRIVATE 4" P. V. C. RECYCLED WATER MAIN. 150, C-900, 0 PRIVATE 18" HOPE STORM DRAIN PER owe. 497-/A, 0 PRIVATE 24" HOPE STORM DRAIN PER DWG. 497-IA. 0 PRIVATE 30" HOPE STORM DRAIN PER owe. 497-IA. @ PRIVATE 6" TYPE "G" CURB AND GUTTER. @ PRIVATE 4" MODIFIED ROLLED CURB AND GUTTER. @ PRIVATE 6" STRAIGHT CURB. @ PRIVATE O" STRAIGHT CURB. @ PRIVATE 4" STRAIGHT CURB. 'fl --- SE£ ADOBE SHEET NOT£ SPRINGS PER 22 [l] ClJ FOR DISEMENT NOTES SEE SHEET 3. -~·1-- ----____________________________________________________________________ 0i~-I -... ROAD DWG. SE£ {PUBLIC) 484-5 ~~ ~' ~ ~A_O_R_~_P._R_o_v._~u-~-N~T.-~-~-m-,-N-:-;-7~-T.-~~·=-.,::~~----=-----=----___~s=---== ~·~F~~s~f=-~-:=1:~=~s,J===~~4~1__::. W ADOBE SPRINGS ROAD (PUBLIC) SEE -CITY OF CARLSBAD owe. NO. 484-5 f R=200' J~ --y• !) 123.2 F.F. 1225 SC, SHEET 21 w ----- NOT£ ALL ROOF DRAINS SHALL BE ROUTED TO LANDSCAPE ARDIS. w SE£ s J.20.5 GR. //8,95 ![ 120,7 F.C, H.P. 122.0 F.G. SHEET uTI 2 CITY 120.5 GR. 119,01[- 120.5 GR. 118.9 I[ :;ie-~r 121.4 FF 120.7 S.G. 20 OF CARLSBAD ENGINEERING DEPARTMENT PRECISE GRADING PLANS FOR: QUARRY CREEK ~ 5 PLANNING AREA R-4A (£AST} I I I ii ' 'I ii ,I ' 'j : i I I ''' II BB&O~ CITY BENCHMARK: GR 2017-002"' PLANNING ENGINEERING ::J980 Ruffin Road, Bllite 120 Sari CJiego, Ca. 92"1 25 85&560-'I 'I 4 '1 SURVEYING DESCRIPTION: 858-560-B'I 57 Fax LOCATION; A.~ -fJi f .M.le-(7 RECORDED FROM: MRON PARk:'R r DATE ELEVATION, CLSB-088 2" IRON PIPE W/OISK MARKED '1..s. 62/5" IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILIAGE DR,, 0, I Ml. EAST OF PONTIAC DR. R.O.S. 17271 317.176 M.S.L. DATUM: _N_.G_._V.D_._19_2_9_~ /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION APPROVED: t 1 . fl I • JASON u G:,rz,,f+ /__..,, ~ .... _ .i CITY ENGINEEll)~G PE 63912 EXPIRES 9/30/18 D TE '' ' OWN BY: SB&:O · 1 I DRAWING NO, PROJECT NO. DATE INITIAL DATE INITIAL CT 15-09 CHKD BY: <ft. · OTHER APPROVAL CITY APPROVAL RVWD BY: , 497-1G 71632.30 ~ (,') :J7 122 7 FF. 1220 SG. ----------w ~---,-"T"---, X . ---~ I • . I 1227 F.F 122.0 S{;_ I I I I I I I I I ,--.0 -----------w S££ SH££T 20 "AS BUil T" RCE___ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE 811 PER so S££ SH££T 19 GRAPHIC SCALE 10 0 10 20 30 SPRINGS FOR IMPROVEMENTS WITHIN EXIST. ADOBE SPRINGS ROAD (PUBLIC) SEE CITY OF CARLSBAD DWG. NO. 484-5 ROAD 46 (PUBLIC) br ____ ----cri----+-------S-r ------'--;-r OWG. s (£_7 484~5 I I S££ BB&D~ PLANNING ENGINEERING SURVEYING 3980 Ruffir1 Road, Suite 120 San Diego, Ca. 82'12'.3 85B-560-11 41 858-560-8'157 Fax MbRK~ 1-18·11 DATE 29 C R SH££T CITY BENCHMARK: 68~ 0 -----q 119.3 F.G. I H.P. I 119.2 GR. 118.0 I[ 119.4 F.G. H.P. 118.3 F.S. 4" STEP--- 3 ~ 6" STEPS 18 DESCRIPTION: CLSB-088 2" IRON PIPE W/olSK MARKED '2..S. 6215" 119.6 T.W. 118.3 F.G. ---·TYPE C-5 RETAINING WALL ,,-----q I I I I 119.6 T.W. 118.3 F.G. 118.2 GR. 116.65 I[ I 118.25 [.S. JO I 19.0 F.F 118.3 S.G. \ r----- LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE DR., 0. I Ml. EAST OF PONTIAC OR. DATE /1\ INITIAL RECORDED FROM: R.O.S. 17271 ENGINEER OF WORK ELEVATION: 317.176 M.S.L. DATUM: N.G.V.D. 1929 REVISION DESCRIPTION DATE CONSTRUCT/ON NOTES {P£R OWG. 497-fF (U.N.O.) (j) PRIVATE 8" P.V.C. SEWER MAIN, DR-35. 0 PRIVATE 10" P.V.C. SEWER MAIN, DR-35. 0 PRIVATE 6" P.V.C. DOMESTIC WATER, CL. 150, C-900. 0 PRIVATE 12" P.V.C. DOMESTIC WATER, CL. 150, C-900. 0 0 PRIVATE 8" P.V.C. FIRE SERVICE MAIN, CL. PER SEPARATE FIRE DEPARTMENT PERMIT. PRIVATE 4" P.V.C. RECYCLED WAfER MAIN. 150, C-900, 0 PRIVATE 18" HOPE STORM DRAIN PER DWG. 497-1A. 0 PRIVATE 24" HOPE STORM DRAIN PER DWG. 497-1A. 0 PRIVATE 30" HDPE STORM DRAIN PER DWG. 497-1A. @ PRIVATE 6" TYPE '~" CURB AND GUTTER. @ PRIVATE 4" MODIFIED ROLLED CURB AND GUTTER. @ PRIVATE 6" STRAIGHT CURB. @ PRIVATE O" STRAIGHT CURB. @ PRIVATE 4" STRAIGHT CURB. NOT£ [lj CZ) FOR EASEMENT NOTES SEE SHEET 3. NOT£ ALL ROOF DRAINS SHALL BE ROUTED TO LANDSCAPE AREAS. NOT£: '/,/ // INDICATES ENHANCED ELEVATION ~ CITY OF CARLSBAD CTfJ 3 ENGINEERING DEPARTMENT 5 PRECISE GRADING PLANS FOR: QUARRY CR££K PLANNING AR£A R-4A {£AST) GR 2017-0023 APPROVED: J I 1/ ~ I JASON s:/: GE DERT ' .. ) 1/\. • 151-,,,,:J CITY ENGINEERJNG PE 63912 EXPIRES 9/30/18 D TE ' OWN BY: SB&:O PROJECT NO. INITIAL DATE INITIAL CHKD BY: Cf,€, OTHER APPROVAL CITY APPROVAL RVWD BY: I CT 15-09 I DRAWING NO. 497-1G 71632.30 ' I I I I I I m l> I B u ni es j! DO ,;5 !I~ ,, . i~z ?, ~ !ii!;, ir•I m~ ,.. )J m ii "'. "'s I ~" z m I "' " ~ ' l> j i ' ' I I ' : t , I I i, ' , I I I ' I ' li . ' ji ! . ' I I I' ' I . i 11 ' I ' ' :i !/; ~ ' ii I~~ ' i I ! I ~□ i! :0 0 : I i) oC :c gJ ~ I !! , mw g < m ~ • i 'ifl> ~ cjz ' !i E~ ! OS l: ~ co I ,li mD i ~u fj Ill; i I !:l,, I ' z ' ITT ! l I "' .. ~ . ' i,, 1: ' I I Ii .. ·"1 1 /1 . ' ' ~ w 0 """ N UI ·□ 7l ~ 2 G1 2 C 5 CJ m 7l □ 7l ):, :;§: 2 G1 2 C 5 CJ m 7l □ 7l ~ 2 G1 2 C 5 CJ m 7l i -1 ~ q . .. -w w T 119.6 T.W. ill 118.3 F.G. -------( ---X --X ---- TYPE C-5 RETAINING WALL ~Jr• L !:I 120.2 F.F. 119.55.G'. 119.6 T.W. 178.3 F.G. - 118.3 F.S. 118.1 GR. 116.55 [ 178.2 F.G. H.P. 6" P.V.C. STORM DRAIN-. ------- PER DWG. 497-IA RCE __ _ REVIEWED BY: INSPECTOR --0-:: --s~ - -M PER TYPE "B-5" C.O. PER DWG. 497-IA, 118.3 RIM S££ -----,-.------ 7 -/,, ,0_:y 120.3 F.F. J 19.6 S.G'. SHEET "AS BUil T" EXP, ___ _ DATE DATE w 118.25 F.S. 118.0 GR. , 117.3 I[ 't- 18 811 w ADOBE w 119.0 F.F. 118.3 S.G. w --+---~4 " STEP s>-~ i ''-"1/\ ~~- ~-;--r---I 5 1 ~I ~ '[}. \f-\m\~~1\ I GRAPHIC SCALE 10 0 10 w I I 20 30 BB&O~ PLANNING ENGINEERING SURVEYING 3990 Ruffin RoF:1d, Suit;o 120 San Diego, Ca. 821 23 858-560-1 'I 41 B5B-500-81 57 Fax MRON PARKiJR 12" N.D.S. 117.0 GR., ---6" P. V. C. STORM DRAIN PER DWG. 497-tA SHEET CITY BENCHMARK: DESCRIPTION: LOCATION: CLSB-088 2• IRON PIPE W/DISK MARKED 7..S. 6215" IN TOP OF CUT SLOPE 50' NORTH OF CARLSB40 VILLAGE DR., 0. I Ml. EAST OF PONTIAC OR. DATE -/_r) D~ 118./ F.F. 117.4 S.G. /1\ INITIAL RECORDED FROM: ~R~.O=·=S.~17.~'2~7_,_1 ___________ _ ENGINEER OF WORK ELEVATION: 317.176 M.S.L. DATUM: N.C.V.D. 1929 15 Lor g DPF"iv SPACE DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CONSTRUCT/ON NOTES {PER DWG. 497-1F {U.N.O.) (j) PRl'IATE 8" P.V.C. SEWER MAIN, DR-35. 0 PRIVATE 10" P. V.C. SEWER MAIN, DR-35. (j) PRl'IATE 6" P.V.C. DOMESTIC WATER, CL. 150, C-900. 0 PRl'IATE 12" P.V.C. DOMESTIC WATER, CL. 150, C-900. 0 0 PRl'IA TE 8" P. V. C. FIR£ SERVICE MAIN, CL. PER SEPARATE FIRE DEPARTMENT PERMIT. PRIVATE 4" P.V.C. RECYCLED WATER MAIN. 150, C-900, 0 PRIVATE 78" HOP£ STORM DRAIN PER DWG. 497-tA. 0 PRIVATE 24" HOP£ STORM DRAIN PER DWG. 497-tA. 0 PRIVATE 30" HOP£ STORM DRAIN PER DWG. 497-tA. @ PRIVATE 6" TYPE "G" CURB AND GUTTER. @ PRIVATE 4" MODIFIED ROLLED CURB AND GUTTER. @ PRIVATE 6" STRAIGHT CURB. @ PRIVATE O" STRAIGHT CURB. (jJ) PRIVATE 4,, STRAIGHT CURB. NOT£ ll] Cl) FOR EASEMENT NOTES SEE SHEET 3. NOT£ ALL ROOF DRAINS SHALL BE ROUTED TO LANDSCAPE AREAS. NOT£· , / / / / INDICATES ENHANCED ELEVATION ~ CITY CTfJ OF CARLSBAD 4 ENGINEERING DEPARTMENT 5 PRECISE GRADING PLANS FOR: QI.JARRY CREEK PLANNING AREA R-4A (£AST} GR 2017-0023- APPROVED: l/4. . 111 !!.:-_, JASON ~ G~ERT ',u,v, :,. 'l,t 11: CITY ENGINEERING PE 63912 EXPIRES 9/30/18 DATE' DWN BY: f/'o PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: c.c:_ CT 15-09 497-1G CITY APPROVAL RVWD BY: 77632.30 , I' . ___ i i 11 ' ' ' • I I. ' I I ' ' I . 1 I i • j . I I i I ' ; i ·, I . ' I l . I ' I i ' l !- 10 RCE __ _ REVIEWED BY: INSPECTOR ·" " ~ ~ " \;> . -t,; t::,. •• C;. /' ( 1/) 1/) f--SS ~1 ---,e-+--SS +--~11 '-1 ... ·" L_(.-RETAIN, G W,j1L PER - - DWG. 49-7-li.l FOR IMPROVEMENTS WITHIN EXIST. ADOBE SPRINGS ROAD (PUBLIC) SE£ CITY OF CARLSBAD DWG. NO. 484-5 ~ ~ Q:: "" 1/) 0 --l -v,- ~ ~ ~ 1/) v; 60' 1/) 17' I I 0 ·n " 1 1 , I . <:] ~- •0 ~ I i<"-------'D I 3: s.!i ? ~ ~ 0 0 ~ Q.: 17' 13' 3: RETAINING !4LL PER owe. 497• A I \ , ·" I s 11 r \ SEE l''V'>Al'STRUCTION NOli 97-1F U.N.O. GH.4PHIC SCALE 0 10 20 "AS BUILT" EXP. ___ _ DATE DATE 30 811 1 0 0 0 0 0 0 0 0 @) @ @ @ ® @ PRIVATE 8" P. V. C. SEWER MAIN, DR-35. PRIVATE 10" P. V.C. SEWER MAIN, DR-35. PRIVATE 6" P.V.C. DOMESTIC WATER, CL 150, C-900. PRIVATE 12" P. V. C. DOMESTIC WATER, CL 150, C-900. PRIVATE 8" P.V.C. FIR£ SERVICE MAIN, CL 150, C-900, PER SEPARATE FIRE DEPARTMENT PERMIT. PRIVATE 4" P.V.C. RECYCLED WATER MAIN. PRIVATE 18" HOP£ STORM DRAIN PER DWG. 497-IA. PRIVATE 24" HOP£ STORM DRAIN PER DWG. 497-/A. PRIVATE 30" HOP£ STORM DRAIN PER DWG. 497-1A. PRIVATE 6" TYPE 't'" CURB AND GUTTER. PR/VA TE 4" MODIFIED ROLLED CURB AND GUTTER. PRIVATE 6" STRAIGHT CURB. PRIVATE o" STRAIGHT CURB. PRIVATE 4" STRAIGHT CURB. PRIVATE 12" HOP£ STORM DRAIN. ---------------------------------------------------------------------------------,---,- SEE SHEET 118./ FF 1174 S.G. SHEET 14 NOTE ll] CZ) FOR EASEMENT NOTES SEE SHEET 3. NOT£ ALL ROOF DRAINS SHALL BE ROUTED TO LANDSCAPE AREAS. SB&D~ PLANNING ENGINEERING SURVEYING CITY BENCHMARK: 3990 Ruffir1 Road, Suit;e '1.20 DESCRIPTION: CLSB-088 2" IRON PIPE W/DISK MARKED San □1Bgo, Ca. s2·1 23 858-560-"l 'I 41 858-560-81 □7 Fax. LOCATION: '1..S. 62/5" IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD , J I , WLLAGE DR,, 0. I Ml. EAST OF PONTIAC DR. b ~ 1· I B• 11 RECORDED FROM: ~R=.o=.s:~·~'~72=7~'-~--------- -M_,R~O~N~PA~R.-i<,_,t,_R~~~-~~~o.-14~r£'--ELEVATION: 317.176 M.S:L. DATUM: N.G.V.D. 1929 16 -/r' :70 l!76 FF I 16.9 S:G. DATE INITIAL ENGINEER OF WORK 11\ 6" P. V.C. STORM DRAIN PER owe. 497-1F _J REVISION DESCRIPTION / 4 5' ,,, (fJ ,,: ., 1./; ,,: DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL I I -orl Ill I I I I I I ' I -/~ UCJ I 16.2 FF 1155 S:G. as ------o- I NOTE: 'i: (' ' _, (\ -/;-) C};y 120.3 FF I 19.6 SC a;:, ..... / / /,// INDICATES ENHANCED ELEVATION ~ CITY OF CARLSBAD CTu 5 ENGINEERING DEPARTMENT 5 PRECISE GRADING PLANS FOR: QUARRY CREEK PLANNING AREA R-4A (EAST) GR 2017-0023_ APPROVED: {,, I ; I ~rT JASON s~ GE~ERT ,'·· ) . ~ z,c , .. ,~ CITY ENGINEERING PE 63912 EXPIRES 9/30/18 DATE I DWN BY: <!!J!'o I PROJECT NO. I DRAWING NO. CHKD BY: ~ CT 15-09 RVWD BY: 497-10 71632.30 : I ' ! ' 'I ; I 'I ' '' i , I I ' ' j I I I I "' ,, I s 0 :□ :0 mo iqo i !~ B ll ;: "1 ., ' . ~" f1z 2~ !i!~ ir•I rn 0 ,.... ~ -0 i ,~ !TI ,n~ z I I I I , I j m "' sl ,, I I --------+-t=~- □ JJ ~ 2 G) 2 C s: to m JJ □ JJ ~ 2 G) 2 C s: to m J:l □ JJ ~ 2 G) 2 C s: to m JJ . --------------- VJ [JJ . -· . 0 I <t>I _I y i y I~ ·,. I ,-"--' ~,~/----~ IUl _____ "'~--'-,., FOR IMPROVEMENTS WITHIN EXIST. ADOBE SPRINGS ROAD (PUBLIC) SEE CITY OF CARLSBAD DWG. NO. 484-5 .,/' •,. GRAPHIC SCALE --10 0 10 20 "AS BU I LT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 60' JO DI >---SS l---+-1---SS ~ ~ ® CONSTRUCTION NOTES {PER OWG. 497-1F {U.N.O.) (j) PRIVATE 8" P.V.C. SEWER MAIN, DR-35. 0 PRIVATE 10" P.V.C. SEWER MAIN, DR-35. 0 PRIVATE 6" P.V.C. DOMESTIC WATER, CL. 150, C-900. 0 PRIVATE 12" P. V. C. DOMESTIC WATER, CL. 150, C-900. 0 PRIVATE 8" P.V.C. FIRE SERVICE MAIN, CL. 150, C-900, PER SEPARATE FIRE DEPARTMENT PERMIT. 0 PRIVATE 4" P.V.C. RECYCLED WATER MAIN. 0 PRIVATE 18" HOPE STORM DRAIN PER DWG. 497-IA. 0 PRIVATE 24" HOPE STORM DRAIN PER DWG. 497-IA. 0 PRIVATE JO" HOPE STORM DRAIN PER DWG. 497-lA. @ PRIVATE 6" TYPE "G" CURB AND GUTTER. @ PRIVATE 4" MODIFIED ROLLED CURB AND GUTTER. @ PRIVATE 6" STRAIGHT CURB. @ PRIVATE O" STRAIGHT CURB. @ PRIVATE 4" STRAIGHT CURB. ----------------- SE£ NOT£ SHEET SE£ NOT£ ALL ROOF DRAINS SHALL BE ROUTED TO LANDSCAPE AR£4S. Ill (Z) FOR £4SEMENT NOTES SEE SHEET J. 4 SHEET BB&D~ CITY BENCHMARK: PLANNING ENGlNEERJNG SURVEYING 3990 Ruffin Roaci, 6u1t.e i 20 DESCRIPTION: CLSB-088 2" IRON PIPE W/DISK MARKED San LJ1ego, Ca. B2123 85B-560.'l 1.::11 85B-560-6157 Fax 7-18-IT DATE LOCATION: "LS. 6215" IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE DR., 0. J Ml. EAST OF PONTIAC DR. RECORDED FROM: R.0.S. 17271 --------------- ELEV AT ION: 317.176 M.S.L. DATUM: N.G.V.D. 1929 15 ~- DATE INITIAL ENGINEER OF WORK ---·---------· ·-------- /1\ REVISION DESCRIPTION TYPE "B-5" C.0. PER owe. 497-1A, 113.9 RIM DATE INITIAL DATE INl'JlAL OTHER APPROVAL CITY APPROVAL ----·-- I I /r s r· - I I I lol IUJ _ _,I I I I I I I L - I I I ,s -011 I .J I I UJ I I I I I I ' I NOT£: I -/~ uO 116:2 FF 115.55.G 7 " ..... / / / / / INDICATES ENHANCED ELEVA T/ON uTI CITY OF CARLSBAD CTr] 6 . ENGINEERING DEPARTMENT 5 PRECISE GRADING PLANS FOR: QUARRY CREEK PLANNING AREA R-4A (£AST) GR 2017-0023 ,,,, ,. APPROVED: /). I I JASON SA GE[;DERT & ,J"~J. .j ~ -1-Z,~ UJJ =,. CITY ENGINEERI G PE 63912 EXPIRES 9/30/18 D~TE 1 OWN BY: SB&O I PROJECT NO. I DRAWING NO. CHKD BY: V,1.. CT 15-09 RVWD BY: 497-1G 71632.30 i.i ' ' ' . ' ' ' I ' ' i I ' ' I I ! ' ' D :a § 2 (j) 2 C s: OJ m :a D :a l> ~ 2 (j) 2 C s: OJ m :a 11 GRAPHIC SCALE 10 0 ' 10 "AS BU I LT" RCE __ _ EXP, ___ _ REVIEWED BY: INSPECTOR 20 30 DATE DATE -/c/ Db 119.7 FF I 19.0 S.G. SEE 811 -------------------------- SEE SHEET 15 SHEET 37 119./ F.F I 18.4 S.C 18 CONSTRUCTION NOTES {PER OWG. 497-1F {U.N.O.) 0 PRIVATE 8" P. V.C. SEWER MAIN, OR-35. 0 PRIVATE 10" P.V.C. SEWER MAIN, OR-35. 0 PRIVATE 6" P. V.C. DOMESTIC WATER, CL. 150, C-900. 0 PRIVATE 12" P. V.C. DOMESTIC WATER, CL. 150, C-900. 0 0 PRIVATE 8" P.V.C. FIR£ SERVICE MAIN, CL. PER SEPARATE FIR£ DEPARTMENT PERMIT. 150, C-900, PRIVATE 4" P. V. C. RECYCLED WATER MAIN. 0 PRIVATE 18" HOPE STORM DRAIN PER DWG. 497-1A. 0 PRIVATE 24" HOP£ STORM DRAIN PER OWG. 497-1A. 0 PRIVATE 30" HOP£ STORM DRAIN PER OWG. 497-1A. @ PRIVATE 6" TYPE 't'" CURB ANO GUTTER. @ PRIVATE 4" MODIFIED ROLLED CURB AND GUTTER. @ PRIVATE 6" STRAIGHT CURB. @ PRIVATE O" STRAIGHT CURB. ® PRIVATE 4" STRAIGHT CURB. @ PRIVATE 12" HOP£ STORM DRAIN. U) SEE SHEET --- ',, M M -~ SJ SJ s::i· ~ -1.34% 12 -- --{[_ . ~ s - ' S.M.H. r ~ 115.40 RIM NOT£ 115.6 FG. ALL ROOF DRAINS SHALL 8£ ROUTED TO LANDSCAPE ARE4S. BB&O~ PLANNING ENGINEERING SURVEYING 1· II· 17 DAT£ 16 M CITY BENCHMARK: DESCRIPTION: LOCATION: CLS8-088 2" IRON PIPE W/DISK MARKED 'i..S. 6215" IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE OR., O. I Ml, EAST OF PONTIAC OR. RECORDED FROM: ~R.~.O~.S.~·-'~7.='27~1 ___________ _ ELEVATION: 317.176 M.S.l. DATUM: N.G.V.O. 1929 ------------------ 11\ DATE INITIAL ENGINEER OF WORK I I I' I; 6' TYPE "B-I " INLET PER OWG. 497-JA 115.49 T.C. REVISION DESCRIPTION NOTE IZJ CZ) FOR E4S£M£NT NOTES SE£ SHEET 3. NOT£; ; / / / / IND/CA TES ENHANCED £LEVA TION ~ CITY OF ~ CARLSBAD 7 ENGINEERING DEPARTMENT 5 PRECISE GRADING PLANS FOR: QUARRY CREEK PLANNING AREA R-4A {EAST} GR 2017-0023 _ . APPROVED: / f I/) ~ JASON 7 G~r::;T ,.,, ~r:.11 1-1.S r CITY ENGINEE8ii<IG PE 63912 EXPIRES 9 /30 /18 D TE DWN BY: SB&:O I I DRAWING NO. DATE INlllAL DATE INITIAL CHKD BY: S: (,( PROJECT NO. OTHER APPROVAL CITY APPROVAL RVWD BY: CT 15-09 497-1G - I '. i ' ! I 11 'I['' ., !;1 .. , d I I: i! I !I 11 i I I ' . ' ' I I I • ' □ ll t 2 CJ 2 C s: OJ m ll □ :a )::, ~ 2 CJ 2 C s: co m ll ------- ")-,.-,,= '""'-:::::: ..... , ...... ...... ...... RCE __ _ REVIEWED BY: INSPECTOR ~rl 9;1· , ~- GRAPHIC SCALE 10 "AS BU I LT" EXP ____ _ ----------------'~----------------------------------------------------- --------------- ' 20 DATE DATE 119.6_, F.G. -+-.--- .30 SE£ j M SHEET 40 120.7 FF. 120.0 SG. 15 ~+ -------U....-g CONSTRUCT/ON NOTES {PER OWG. 497-lF {U.N.O.) (!) PRIVATE 8" P.V.C. SEWER MAIN, DR-.35. 0 PRIVATE 10" P. V.C. SEWER MAIN, DR-.35. 0 PRIVATE 6" P.V.C. DOMESTIC WATER, CL. 150, C-900. 0 0 PRIVATE 12" P. V.C. DOMESTIC WATER, CL. 150, C-900. PRIVATE 8" P. V. C. FIRE SERVICE MAIN, CL. 150, C-900, PER SEPARATE FIRE DEPARTMENT PERMIT. 0 PR/VA TE 4" P. V. C. RECYCLED WATER MAIN. 0 PRIVATE 18" HOPE STORM DRAIN PER DWC. 497-1A. 0 PRIVATE 24" HOPE STORM DRAIN PER DWG. 497-!A. 0 PRIVATE .30" HOPE STORM DRAIN PER DWG. 497-1A. @ PRIVATE 6" TYPE 't'" CURB AND GUTTER. @ PRIVATE 4" MODIFIED ROLLED CURB AND GUTTER. @ PRIVATE 6" STRAIGHT CURB. @ PRIVATE O" STRAIGHT CURB. @ PRIVATE 4" STRAIGHT CURB. 41 120./ FF ,119.4 SC. TI J SE£ ,-~-I-_I _____ I_ --l-- L J SE£ SHEET 19 NOT£ ALL ROOF DRAINS SHALL BE ROUTED TO LANDSCAPE ARDIS. BB&D~ PL..C>.NNING ENGINEERING 3990 Ruffin Roac1, Suit.a 120 S:.::in Diego, Ca. 82'1 23 B58"560-'1141 B5B-560·B1 57 Fax SURVEYING DA c CITY BENCHMARK: DESCRIPTION: LOCATION: CLSB-088 2" IRON PIPE W/OISK MARKED "LS. 6215" IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE DR., 0. 1 Ml. EAST OF PONTIAC DR. RECORDED FROM: ~R=.O~.S.~--1~7.='27_1 ____________ _ ELEVATION: 317.176 M.S.L. DATUM: ~N=.G~.V.=.D~. ~19=2=9 __ ~ DATE INITIAL ENGINEER OF WORK SHEET 17 OS as_, rt-::=-=-=~----rt--=-=-=-=-:l=-=-=-:J-- /1\ /I~; -.1 _L, I 19.5 FF. 118.8 S.G. REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL NOT£ I# I CD FOR DISEMENT NOTES SEE SHEET .3. NOT£: / / / // INDICATES ENHANCED ELEVATION ~ CITY OF CARLSBAD ~ 8 ENGINEERING DEPARTMENT 5 PRECISE GRADING PLANS FOR: QUARRY CREEK PLANNING AREA R-4A {£AST) GR 2017 002·,. APPROVED: , 11 I/ • /) ··-' JASON SI. GE,DERT CITY ENGINEER NG ' ·• ~ Zf; J,01?- PE 63912 EXPIRES 9/30/18 D-TE -" DWN BY: SB4r0 PROJECT NO, DATE INITJAL CHKD BY: \.f.( DRAWING NO, CITY APPROVAL RVWD BY: CT 15-09 497-lG 716.32 . .30 ' ' ' I ' '' , l,i i<I ·I ; I ' ' ' ' 'I ' 1 ' ! : -' ' : : f \,i I. ' ' • D D l> ~ 2 G) 2 C s: tll m D D :a ~ --2 G) 2 C s: tll m :a I r-7 I I I S/ I Ir-- 1 I I r- -o---g ) GRAPHIC SCA££ 10 0 10 "AS BUILT" RCE __ _ EXP, ___ _ REVIEWED BY: INSPECTOR 20 30 DATE DATE ----------------- -------- 1220 s:c NOT£ ALL ROOF DRAINS SHALL BE ROUTED TO LANDSCAPE AR£4S. CONSTRUCTION NOTES {PER OWG. 497-1F {1.1.N.O.) 0 PRIVATE 8" P. V.C. SEWER MAIN, OR-35. 0 PRIVATE 10" P.V.C. SEWER MAIN, OR-35. 0 PRIVATE 6" P.V.C. DOMESTIC WATER, CL 150, C-900. 0 PRIVATE 12" P. V. C. DOMESTIC WATER, CL 150, C-900. 0 PRIVATE 8" P. V.C, FIRE SERVICE MAIN, CL 150, C-900, PER SEPARATE FIRE DEPARTMENT PERMIT. 0 PRIVATE 4" P.V.C. RECYCLED WATER MAIN. 0 PRIVATE 18" HOPE STORM DRAIN PER owe. 497-lA. 0 PR/I/ATE 24" HOPE STORM DRAIN PER owe. 497-1A. 0 PRIVATE 30" HOPE STORM DRAIN PER OWG. 497-1A. @ PRIVATE 6" TYPE "G" CURB ANO GUTTER. @ PRIVATE 4" MODIFIED ROLLED CURB ANO GUTTER. @ PRIVATE 6" STRAIGHT CURB. @ PRIVATE O" STRAIGHT CURB. @ PRIVATE 4" STRAIGHT CURB. ------------ - -__ --=--------- -------------------------------- SE£ SHEET 18 121.4 S:C. /20.8 S:G. SE£ SHEET 20 BB&O~ CITY BENCHMARK: PLANNING ENGINEERING 3980 Ruffi17 RoAd, Suite '120 San Diego, c~. s2·1 23 B50-560-'I 1 41 B58-56□-B·l 57 Fie.Ix SURVEYING DESCRIPTION: CLSB-088 2" IRON PIPE W/DISK MARKED 1.s. 6275" LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE OR., 0. I Ml. EAST OF PONTIAC OR. RECORDED FROM: _R._.o_.s_. _1_72_7_1 _________ _ ELEVATION: 317.176 M.S.L. DATUM: N.G.V.D. 1929 11\ DATE INITIAL ENGINEER OF WORK ----------------- ,r--- ~ (jj NOT£ 11] CZ) FOR £4SEMENT NOTES SEE SHEET J. NOT£: , / / / / INDICATES ENHANCED ELEVATION ~ CITY OF CARLSBAD ~ g ENGINEERING DEPARTMENT 5 PRECISE GRADING PLANS FOR: OUARRY CR££K PLANNING AREA R-4A {£AST} GR 2017-0023. APPROVED: a ) j JASON sk G,LDERT . ' . ~ ~ u,J;> CITY ENGINEERfNG PE 63912 EXPIRES 9/30/18 D~TE· DWN BY: SB,kO I PROJECT_ NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: S.1-< REVISION DESCRIPTION CT 15-09 OTHER APPROVAL CITY APPROVAL RVWD BY: 497-1G I , I , I ' ii l , I '' ,I '' ti I : : 11: ' ..;a. «> 0 ..., I\) U'I □ :a i 2 Q 2 C ~ llJ m :a □ :a ~ 2 (j) 2 C ~ llJ m :a C ~ ~ -..,t ~ :0 ' / I I I r -c:1 I ~I I ' 1L_,0 / ( - '"' ~-'.;, SD ~ w 7 ----i ,__ - r I ' GRAPHIC SCALE 10 0 10 20 30 "AS BUil T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE SD ~ -- - 48 123.2 F.F. 1225 SG'. ~ 1 Su ~ ' I I ' I I 7'' ·1 -;) 1 f i "--,. ' /4 ~ -, y NOT£ ALL ROOF DRAINS SHALL BE ROUTED TO LANDSCAPE ARDIS. SD -~---i ,__ - CONSTRUCT/ON NOTES {PER OWG. 497-1F {U.N.O.) (j) PRIVATE 8" P.V.C. SEWER MAIN, DR-35. 0 PRIVATE 10" P.V.C. SEWER MAIN, DR-35. 0 PRIVATE 6" P.V.C. DOMESTIC WATER, CL. 150, C-900. 0 0 PRIVATE 12" P. V. C, DOMESTIC WATER, CL 150, C-900. PRIVATE 8" P. V.C. FIRE SERVICE MAIN, CL 150, C-900, PER SEPARATE FIRE DEPARTMENT PERMIT. 0 PRIVATE 4" P. V. C. RECYCLED WATER MAIN. 0 PRIVATE 18" HOPE STORM DRAIN PER DWG. 497-IA. 0 PRIVATE 24" HOPE STORM DRAIN PER DWG. 497-IA. 0 PRIVATE 30" HOPE STORM DRAIN PER DWG. 497-IA. @ PRIVATE 6" TYPE 't'" CURB AND GUTTER. @ PRIVATE 4" MODIFIED ROLLED CURB AND GUTTER. @ PRIVATE 6" STRAIGHT CURB. @ PRIVATE O" STRAIGHT CURB. @ PRIVATE 4" STRAIGHT CURB. SE£ SE£ SHEET BB&O~ PLANNING ENGINEERING SURVEYING SHEET 19 21 CITY BENCHMARK: DESCRIPTION: LOCATION: CLSB-088 2" IRON PIPE W/DISK MARKED '1..S. 6215" IN TOP OF CUT SLOP£ 50' NORTH OF CARLSBAD VILLAGE DR., 0. I Ml. £AST OF PONTIAC DR. RECORDED FROM: ~R~.O_.S:~. ~1~72~7~1 _________ _ ELEVATION: 317.176 M.S:L. DATUM: N.G.V.D. 1929 /1\ DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL NOT£ I I I I J I I r--1/8 ~ /7 I I I I jj 10 121.4 F.f:. 1187 S.G 120. 4 F.F. II 9.7 S. G. j_;J 121.5 FF 1208 SC ; I I 'I Ill CL> FOR &ISEMENT NOTES SEE SHEET 3. NOT£: / / / // INDICATES ENHANCED ELEVATION ~ CITY OF CARLSBAD urJ 0 ENGINEERING DEPARTMENT 5 PRECISE GRADING PLANS FOR: QUARRY CR££K PLANNING AREA R-4A (£AST) GR 2017-0023 • . APPROVED: ~/ /) 1 T JASON ~'lipo~?- CITY ENGINEERII G PE 63912 EXPIRES 9/30/18 D TE DWN BY: (._B&O I PROJECT NO. I DRAWING NO. DATE INITIAL CH KD BY: r.( CT 15-09 CITY APPROVAL RVWD BY: 497-16 ' ' 71632.30. , . I --I ' ' , ,, '! i ~ I: ? I t; i' ii t I j,i- !I I ' ~ 'If i • : I . i '' ; ! ~' i :11, t: H ' ''i ' ,,,' " " [.jt ii' c·' ' I' ~ i I .,~ I' ' \1' I '' ~:j I I I I I ID J> /l I~~ I i'l8 "c ~'1 !!I ~ en ~ . ~► I ,iz E~ ~~r !w mD .,., :0 irl i ~ s: (~z z ill I, ~ I l I\) □ :0 i z G'l z C s: co m :0 ~ C'>z -,::i.. G'l (02 -...,c I s: ~ ttl C') m :0 :?7 122.7 F.F. 122.0 S.G. I I fl/ GRAPHIC SCALE I --- 10 0 10 "AS BUil T" RCE __ _ EXP,--~- REVIEWED BY: INSPECTOR 20 30 DATE DATE --------- NOT£ 123.2 F.F. 122.5 S.G. ALL ROOF DRAINS SHALL BE ROUTED TO LANDSCAPE ARDIS. SE£ SE£ SHEET 20 SHEET 22 CONSTRUCT/ON NOTES {PER DWG. 497-tF {U.N.O.) (j) PRIVATE 8" P.V.C. SEWER MAIN, DR-35. 0 PRIVATE 10" P. V.C. SEWER MAIN, DR-35. 0 PRIVATE 6" P.V.C. DOMESTIC WATER, CL. 150, C-900. 0 0 PRIVATE 12" P.V.C. DOMESTIC WATER, CL. 150, C-900. PRIVATE 8" P. V.C. FIRE SERVICE MAIN, CL. 150, C-900, PER SEPARATE FIRE DEPARTMENT PERMIT. 0 PRIVATE 4" P. V. C. RECYCLED WATER MAIN. 0 PRIVATE 18" HOPE STORM DRAIN PER DWG. 497-1A. 0 PRIVATE 24" HOPE STORM DRAIN PER DWG. 497-1A. 0 PRIVATE 30" HOPE STORM DRAIN PER owe. 497-lA. @ PRIVATE 6" TYPE 't'" CURB AND GUTTER. @ PRIVATE 4" MODIFIED ROLLED CURB AND GUTTER. @ PRIVATE 6" STRAIGHT CURB. @ PRIVATE D" STRAIGHT CURB. @ PRIVATE 4" STRAIGHT CURB. A@E~~~~ BB&O~ ~;/f~0 ~C) P1~ <'~ PLANNING ENGINEERING SURVEYING VJ T . )tl\\\ 2, \ 3890 Ruffin Rr-Jacl, Suite 120 C) "Z 7J \ r,11\ San Dial=)□, Cci. 92123 w No.68547 ~/ B58-56□-1 '141 ~"\\Exp. 9/30/1{/7 <' B5B560-B157Fax ~~,CIVIC ,~ h tLV ~"~;--;,,,c,, o<ic" 1-/ 8-l1 <~-M ON PA 'KER ( DAT. CITY BENCHMARK: DESCRIPTION: LOCATION: CLSB-088 2" IRON PIP£ W/DISK MARKED "L.S. 6215" IN TOP OF CUT SLOP£ 50' NORTH OF CARLSBAD VILLAGE DR., 0. I Ml. £AST OF PONTIAC DR. RECORDED FROM: _.R. .... o,.,.s.,,. _ _._1,_.72"'-7-"-1 __________ ~ ELEVATION: 317.176 M.S.L. DATUM: N.G.V.D. 1929 ~ 11' DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER.APPROVAL NOT£ ---j-- 1 I I I a I I -"'rJ I I I I I I I I 1_:? 121.5 F.F. 120.8 S.G. 1226" F.F. 121.9 S.G. [l] CZ) FOR DISEMENT NOTES SEE SHEET 3. NOT£: / / / // INDICATES ENHANCED ELEVATION CTl:J CITY OF CARLSBAD ~ 1 ENGINEERING DEPARTMENT 5 PRECISE GRADING PLANS FOR: ' QUARRY CREEK PLANNING AREA R-4A (EAST) GR 2017-0023-n APPROVED: f I 'IL , ,. JASON s. GE&°ERT -~ / V . f(f,; ~,7- CITY ENGINEERl~G PE 63912 EXPIRES 9/30/18 DTE 1 DWN BY: SB&O I PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: so. CT 15-09 CITY APPROVAL RVWD BY: 497-tG 71632.30 ' i ', ' ' I ' I , I : I ' . I , I i I ! : : i ' ! ' ' ' ' : i I , i i : li : f ,I ii ' I ' I,, itj• ' - I 0 JJ ' i • 2 G) z C " ~ OJ m JJ ' 0 JJ ~ ,z G) z C ~ [D m JJ 0 JJ ~ • z G) 2 C ~ [D m JJ ------------------------ ,J r I ' v,I I I q I I i I i I- t\j ~:;Ji ..... ~ <;; co>- ; I <J) I GRAPHIC SCALE i-,iiii - 10 0 10 20 "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 30 -------------------- - --- NOTE ALL ROOF DRAINS SHALL BE ROUTED TO LANDSCAPE AREAS. CONSTRUCT/ON NOTES {PER OWG. 497-1F (U.N.O.) 0 PRIVATE 8" P.V.C. SEWER MAIN, DR-35. 0 PRIVATE 10" P.V.C. SEWER MAIN, DR-35. 0 PRIVATE 6" P.V.C. DOMESTIC WATER, CL. 150, C-900. 0 PRIVATE 12" P.V.C. DOMESTIC WATER, CL. 150, C-900. 0 PRIVATE 8" P.V.C. FlRE SERVICE MAIN, CL. 150, C-900, PER SEPARATE FIRE DEPARTMENT PERMIT. 0 PRIVATE 4" P.V.C. RECYCLED WATER MAIN. 0 PRIVATE 18" HDPE STORM DRAIN PER DWG. 497-IA. 0 PRIVATE 24" HDPE STORM DRAIN PER DWG. 497-lA. 0 PRIVATE 30" HDPE STORM DRAIN PER DWG. 497-lA. @ PRIVATE 6" TYPE "G" CURB AND GUTTER. @ PRIVATE 4" MODIFIED ROLLED CURB AND GUTTER. @ PRIVATE 6" STRAIGHT CURB. @ PRIVATE O" STRAIGHT CURB. @ PRIVATE 4" STRAIGHT CURB. ---- -------------------------------- SEE BB&D~ PLANNING ENGINEERING SURVEYING 3890 nuffin Ruacl, SUILE:l 'I 20 San OiEcJg□, Cea. 92123 B50-SG0-'1141 888 560-8 ·1 57 Fax L, ~IS· f MRON PAR ER DATE SHEET 47 1226 F.F. 121.9 S.G. 21 SEE SHEET CITY BENCHMARK: DESCRIPTION: LOCATION: RECORDED FROM: ELEVATION: CLSB-088 2" IRON PIPE W/OISK MARKED 'L.s. 6215" IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE OR., 0. I Ml. EAST OF PONTIAC OR. R.O.S. 17271 317.176 M.S.L. DATUM: N.G.V.O. 1929 23 I}\ DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL --------------------------------------------- --------- V) NOTE --------- , ' 8-- 1/1 -_f' 123.7 F.F. 123.0 S:G. Ill CZ) FOR EASEMENT NOTES SEE SHEET 3. NOTE: / / /// INDICATES ENHANCED ELEVATION ~ CITY OF CARLSBAD ~ '2 ENGINEERING DEPARTMENT 5 PRECISE GRADING PLANS FOR: Of.JARRY CR££K PLANNING AREA R-4A {EAST} GR 2017 002, APPROVED:( 1 'I 1 • · JASON fl:o/;DERT ~ / ••n/ ~/7" CITY ENGINEJ]ING PE 63912 EXPIRES 9/30/18 D TE - DATE INITIAL DWN BY: -s;,&o PROJECT NO. DRAWING NO. CHKD BY:(. ~ CT 15-09 497-1G CITY APPROVAL RVWD BY: 71632.30 ' li i I i ' ' I , I ' i I ' I I I l :1 ' ; :'' II. ,i :1, ,_j_ L____j _:.., a D :0 ' ~ • 2 G) 2 C s: co m :0 ' D :0 ~ 2 G) 2 C s: co m :0 en ,, i~i D :0 I :ng ~ ,! ~cl -~"' 2 ; ~ . G) ;a =11z ~~~ 2 !;! < I C i ffi,□ ,.. ll ;¥1 s: iii "' -I !!i co m z :0 Ill I ~ I I ! I I I I I <g 0 ~ I ]Ji ~~ a,Q I 11° . G)~ c, C gj~ ii ~ "' -,:::.. 2 " . !i ~ (Q G) !; """' 2 i~-c.,: ',i I C 9J ;ii -lo ~ li r G) I , s: co I~ m ~ Jl I I S££ GRAPHIC SCALE 10 0 10 20 30 "AS BUil T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE SH££T S££ 811 22 123.7 F.S. SH££T 25 NOT£ ALL ROOF DRAINS SHALL BE ROUTED TO LANDSCAPE ARDIS. CONSTRUCTION NOTES {PER OWG. 497-fF {U.N.O.) 0 PRIVATE 8" P.V.C. SEWER MAIN, DR-35. 0 PRIVATE fO" P.V.C. SEWER MAIN, DR-35. 0 PRIVATE 6" P. V.C. DOMESTIC WATER, CL 150, C-900. 0 0 0 PRIVATE 12" P. V.C. DOMESTIC WATER, CL. 150, C-900. PRIVATE 8" P. V.C. FIRE SERVICE MAIN, CL 150, C-900, PER SEPARATE FIRE DEPARTMENT PERMIT. PRIVATE 4" P.V.C. RECYCLED WATER MAIN 0 PRIVATE 18" HOPE STORM DRAIN PER DWG. 497-1A. 0 PRIVATE 24" HOPE STORM DRAIN PER DWG. 497-fA. 0 PRIVATE 30" HOPE STORM DRAIN PER DWG. 497-fA. @ PRIVATE 6" TYPE "G" CURB AND GUTTER. @ PRIVATE 4" MODIFIED ROLLED CURB AND GUTTER. @ PRIVATE 6" STRAIGHT CURB. @ PRIVATE O" STRAIGHT CURB. @ PRIVATE 4" STRAIGHT CURB. - ' •• l \ \ \ \ \ 61" \ I ' BB&O~ S££ SH££T S££ SH££T CITY BENCHMARK: DESCRIPTION: LOCATION: CLSB-088 2" IRON PIPE W/OISK MARKED HL.S, 6215" IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE OR., 0. f Ml. EAST OF PONTIAC OR. RECORDED FROM: _R_.O_.:i_._1_72_7_1 _________ _ ELEVATION: 317.176 M.S.L. DATUM: N.G.V.O. 1929 22 24 ~ /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION NOT£ 13 1226 FF 121.9 SG'. -=----SD ----------~~-=~---------------------==------~-= 1// -.r 123.7 FF 1230 S.G. 6" P. V. C. STORM DRAIN PER DWG. 497-1A C: I ll] CZJ FOR DISEMENT NOTES SEE SHEET 3. NOT£: / / / // INDICATES ENHANCED ELEVATION ~ CITY OF CARLSBAD ~ 3 ENGINEERING DEPARTMENT 5 PRECISE GRADING PLANS FOR: QUARRY CREEK PLANNING AREA R-4A (£AST) GR 2017-0023,,, APPROVED: ( / 6 ', .: JASON s G°j-JERT ,. -~ Tl '1/J.c Y,1:}:_ CITY ENGINEERl~G PE 63912 EXPIRES 9 /30 /18 DA -i(J OWN BY: 58&0 I I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:W PROJECT NO. OTHER APPROVAL CITY APPROVAL RVWD BY: CT 15-09 497-fG 71632.30 ! i : I '\ 'I ' : ! I , II ' I I I I I m l> i'l 1~~ l:rig ~~~ !I ~ • ., J~Z ;!~~ ::c ? I ~~ <ii n,O !=. :ti rtl j@~ z m I u, ~ I l I □ JJ i 2 c;J 2 C :S to m JJ □ JJ l:> :E 2 c;J 2 C :S to m JJ □ JJ i 2 c;J 2 C s: to m JJ ~ ..... 55 128.5 F.F. 127.8 S.G. GRAPHIC SCALE: 10 0 10 20 "AS BU\LT" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE . f 30 811 18 128.3 F.F. 1276 SG. z5 55 127.8 F.F. 727. I S. G. 17 1273 F.F. 126:6 S.G. SEE ' f ~ ' ~ (f) s u.. - ·--- SHEET PLANt'JING ENGll'JEEFllNG ~--O~'.=JL7 FluiTir, Ro:ir-J, S, ,it;e 'I PO IJcm CliCc•go, Cc:i. 921 2'-3 25B-520-'I ·I "'l"I A5B-5EO-B1 57 Fax SURVEY11'JG DATE ------i----- U) J 1.62% 9 16 126.1 F.F. 125.4 S.G. CITY BENCHMARK: DESCRIPTION: CLSB-088 2" IRON PIPE W/DISK MARKED "LS. 62/5" LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD 1//LLAGE DR., 0. I Ml. EAST OF PONTIAC DR. RECORDED FROM: _R_.o_.s._._1_7._'27_1 __________ _ ELEVATION: 317.176 M.S.L. DATUM: N.G.V.D. 1929 7/26/18 DATE 51 124.5 F.F. 123.8 S.G. AW.SP INITIAL I I I I r'r) Q_,,; 123.9 F.F. 123.2 S.G. 123.4 GR. 122.0 1£ /1\ THIS REPLACES SHEET 24 APPROVED ON 7/2:i/17. REV/SEO SLOPES, WALKWAYS, GRADES, STEPS, STORM DRAIN, BLDG. TYPE. ENGINEER OF WORK REVISION DESCRIPTION DATE CONSTRUCT/ON NOTES {PER DWG. 497-fF (U.N.O.) 0 PRIVATE 8" P.V.C. SEWER MAIN, DR-35. 0 PRIVATE 10" P.V.C. SEWER MAIN, DR-35. 0 PRIVATE 6" P.V.C. DOMESTIC WATER, CL. 150, C-900. 0 0 PRIVATE 12" P.V.C. DOMESTIC WATER, CL 150, C-900. PRIVATE 8" P.V.C. FIRE SERVICE MAIN, CL. 150, C-900, PER SEPARATE FIRE DEPARTMENT PERMIT. 0 PRIVATE 4" P. V. C. RECYCLED WATER MAIN. 0 PRIVATE 18" HDPE STORM DRAIN PER DWG. 497-fA. 0 PRIVATE 24" HOPE STORM DRAIN PER OWG. 497-fA. 0 PRIVATE 30" HOPE STORM DRAIN PER OWG. 497-fA. @ PRIVATE 6" TYPE 't'" CURB AND GUTTER. @ PRIVATE 4" MODIFIED ROLLED CURB AND CUTTER. @ PRIVATE 6" STRAIGHT CURB. @ PRIVATE o• STRAIGHT CURB. @ PRIVATE 4" STRAIGHT CURB. NOTE ALL ROOF DRAINS SHALL BE ROUTED TO LANDSCAPE AREAS. NOTE [l] CZ) FOR EASEMENT NOTES SEE SHEET 3. NOT£· / / / // INDICATES ENHANCED ELEVATION ~ CITY OF CARLSBAD ~ 4 ENGINFERING DEPARTMENT '5 PRECISE GRADING PLANS FOR: OUAHHY CR££K PLANNING AREA R-4A {EAST} GR 2017-0023 • r.fi,li« :S.5( APPROVED: //,,,_V;t;t-JASON S. GEb,ERT • I ~iA '2.o{f aTY ENGINEERING/PE 63912 EXPIRES 9/30/18 □A-E-; DWN BY: SB&O PROJECT NO. INlllAL DATE INlllAL CHKD BY: '-..5d. OTHER APPROVAL CITY APPROVAL RVWD BY: I CT 15-09 I DRAWING NO. 497-fC 71632.30 I CJ ?; ~ 2 G1 2 C s: 00 m JJ Cl JJ ~ z (j] 2 C s: (JJ m JJ ti JJ ~ 2 G) 2 C $ DJ m JJ ;Jj 129. 1 F.F. 128.4 S.G. I ,-----~ -'l""..,----,--- ---4 -I ~---- SCALE: 1 • ~ IO' GRAPHIC SCALE 10 0 10 "AS BU IL T" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR 20 DATE DATE JO 811 ---------------------------------------------------------------------------- S££ NOT£ All ROOF DRAINS SHALL BE ROUTED TO LANDSCAPE AREAS. ;J;J 128.5 F.F. 127.8 S.G. S££ CONSTRUCTION NOTES {PER DWG. 497-1F {U.N.O.) 0 PR/I/ATE a• P.V.C. SEWER MAIN, DR-35. 0 PRIVATE 10" P.V.C. SEWER MAIN, OR-35. 0 PRIVATE 6" P.V.C. DOMESTIC WATER, CL. 750, C-900. 0 PRIVATE 12" P.V.C. DOMESTIC WATER, Cl. 150, C-900. 0 0 PRIVATE a• P.V.C. FIRE SERVICE MAIN, CL. PER SEPARATE FIRE DEPARTMENT PERMIT. PRIVATE 4" P.V.C. RECYCLED WATER MAIN. 150, C-900, 0 PRIVATE 18" HOPE STORM DRAIN PER DWG. 497-fA. © PRIVATE 24" HOPE STORM DRAIN PER OWG. 497-7A. 0 PRIVATE .JO" HOPE STORM DRAIN PER OWG. 497-JA. @ PRIVATE 6" TYPE "G" CURB ANO GUTTER. @ PRIVATE 4" MODIFIED ROLLED CURB ANO GUTTER. @ PRIVATE 6" STRAIGHT CURB. @ PRIVATE o• STRAIGHT CURB. @ PRIVATE 4" STRAIGHT CURB. SHEET PLANNING El'-JGINEEFllNC'.:J 3890 FlufTi" Rrn.1d, S, ,,1-x, '! 2n Srn1 Die!=JCJ, Cs. 8212.'.3 858-560-1 i 4'1 85R-5EO-R1 57 Fc-i;~ SHEET SURVEYING DATE 11 24 CITY BENCHMARK: DESCRIPTION: LOCATION: CLSB-088 2" IRON PIPE W/DISK MARKED "L.S. 62/5" IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE DR., 0. I Ml. EAST OF PONTIAC DR. RECORDED FROM: _R_.o_.s._._1_72_7_1 __________ _ ELEVATION: 317.176 M.S.L. DATUM: N.G.V.D. 1929 7/26/18 AW.SP DATE INITIAL ENGINEER OF WORK ---------------------------------------------------------------------- SE£ /1\ THIS REPLACES SHEET 25 APPROVED DN 7/25/17. REVISED SLOPES, WALKWAY.,, GRADES, STEPS, STDRM DRAIN, BLDG. TYPE DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL A 723.5 GR. 720.8 I[ 8" 5) / .. I I SHEET 23 NOTE [lj ClJ FOR EASEMENT NOTES SEE SHEET J. NOT£: / / / // INDICATES ENHANCED ELEVATION ~ CITY OF CARLSBAD ~ 5 ENGINEERING DEPARTMFNT 5 PRECISE GRADING PLANS FOR: OUARRY CREEK PLANNING AREA R-4A {EAST) . . GR. 2017-0023 A (;'ff lk I/{;, .:rt4 APPROVED: ~ ff, JASON s.1 GEM . I I & ~,,{ M/11 ~ /(( CITY ENGINEERING' PE 63912 EXPIRES 9/30/18 DATE OWN BY: SB&O PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: (),l_ CITY APPROVAL RVWD BY: CT 15-09 497-1G 71632.JO ' ' N (JI 0 ... N C.11 ' ' 0 J:l l> ~ 2 Cl 2' C $ OJ rn :a □ :a ):, ~ 2 G1 2 C s: (lJ rn JJ 0 JJ ~ z G1 2 C: $ IJJ m JJ □ JJ Cl l> :e ~ c:, -.i:.z l,f) G1 """ z .:. c:: c:, s ro m :a '