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HomeMy WebLinkAboutDWG 484-5J; CT 15-05; QUARRY CREEK PA R3; 01-11GRADING NOTES {IN AOOITION TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE CARLSBAD MUNICIPAL COO£.) t. THIS PLAN SUPERSEDES ALL OTHER PLANS PREYIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SE:T OF PLANS. 2. APPROVAL OF THIS PLAN OOES NOT LE:SSEN OR WAM ANY PORTION OF THE C.,.IRLSBAO MUNICIPAL COO£, RESOLUTION OF CONOmONAL APPROVAL, CITY STANDARDS OR OTHER AOO/TIONAL DOCUMENTS LISTED HEREON AS THE:Y ilt4Y PERTAIN TO THIS PROJECT. THE ENC/NEER IN RE:SPONSIBLE CHARGE SHALL REY/SE THE:SE PLANS WHEN NON-CONFORU4NCE IS 0/SCOVE:REO. 3. CITY APPROVAL OF PLANS DOES NOT RELIE:VE: THE DEVELOPER OR ENCINEER- OF-WORK FROM RE'SPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS 0/SCOVE:REO OUR/NC CONSTRUCTION. ALL PLAN REYISIONS SHALL BE PROMPTLY SUBMITTE:O TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE AS WELL AS AOO/TIONAL INSURED ENDORSEMENT MUST BE FILE:D NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTE:E's POLICY IN THE MINIMUM AMOUNT OF l1,000,000.00 FOR GRADING NOTES /CONT. 1 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PAOS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANOSCAP/NC PLANS FOR THIS PROJECT, DRAWING NO. 484-5L, ANO/OR AS 0/RECTEO BY THE CITY ENGINEER OR CITY PLANNE'R. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THE:SE CRAOING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE ANO /RR/CATION PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE ilt4NUAL TIME REQUIREMENTS. 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANOONEO AS A RE:SULT OF THE CRAOINC OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BU/LO/NG OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUCGEO WITH CONCRETE OR REMOVE:O AS APPROVED BY THE CITY ENC/NEER. 31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXIST/NC FACILITIES (,,!BOVE: GROUND ANO UNOER CROUNO) WITHIN THE PROJECT SITE SUfflCIENTLY AHEAD OF GRADING TO PERMIT THE REYISION OF THE GRADING PLANS IF IT IS FOUNO THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY .J.'" MUST HAVE: A RATING OF ';4-• OR BE:TTE:R ANO A SIZE CATEGORY OF CLASS "'· VII OR BE:TTE:R AS E:STABLISHEO BY BESTS KE:Y RAT/NC CU/OE. WORK. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES {SEE BELOW) AT LEAST 2 FULL WORK/NC OAY.S' PRIOR TO START/NC CRAOINC NEAR THEIR FACILmES ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BU/LO/NC COO£, RETAIN/NC WALLS OUTS/OE OF PUBLIC RIGHT-OF-WAY REQUIRE SEPARATE PERMITS FROM THE BU/LO/NC DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE: BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIE'S. 7. APPROVAL OF THE:SE PLANS BY THE CITY ENC/NEER 00£5 NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER's PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THE:SE PLANS WITHOUT THE WRITTE:N APPROVAL OF THE CITY ENGINEER, NOTEO WITHIN THE REYIS/ON BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON B£/NC S/CNEO BY THE CITY ENC/NEER. 10. THE ORIGINAL DRAW/NC SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENC/NEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCE:SS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE ilt4/NTAINEO TO THE PROJECT SITE AT ALL TIME'S OUR/NG CONSTRUCTION. 12. WHERE TRENCHE:S ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISE'O OF: (,I) SUMU4RY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION CURV£S, SHALL Be SUBMITTE:O BY A PROFE:SSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY 00/NC BUSINESS IN THE FIELO OF APPLIED SOILS MEC~/CS. THE SOILS REPORT WILL Be SUBMITTE:O TO THE CITY ENC/NEER/NC INSPECTOR WITHIN TWO WORK/NC OAY.S' OF THE COMPLETION OF FIELD T/;.S/S. 1.J. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION RECARO/NC ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE' OF A BU/LO/NC PERMIT. ALL CONTROLLED CRAOINC SHALL BE OONE UNDER THE DIRECTION OF A PROFESSIONAL ENC/NEER OF THE STATE OF CALIFORNIA PRINCIPALLY 00/NC BUS/NE:SS IN THE FIELD OF APPL/E'O SOILS MEC~/CS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANOARO SPECIFICATIONS ANO THE "EARTHWORK SPECIFICATIONS• ATTACHED TO THE PRELIMINARY SOILS INVE:STICATION. DAILY FIELO COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL BE HELO AT THE SITE PRIOR TO THE BE'C!NNING OF WORK ANO SHALL BE ATTE:NOEO BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TEST/NC ANO ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A CONSTRUCTION MEET/NC BY CALL/NC THE INSPECTION LINE AT (760) 438-3891 AT LEAST AVE: (5) WORK/NC DAY.S' PRIOR TO START/NC CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE ANO TIME FOR THE PRECONSTRUCT/ON MEET/NC. APPROVED ORAWINCS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE CRAOINC PERMIT WILL BE PROVIOEO BY THE PROJECT INSPECTOR AT THE ME'ETINC. 15. ALL INSPECTION REQUE:STS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE U40E BY CALL/NC THE ENC/NEER/NC 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUEST MUST BE REC£/V£0 PRIOR TO 2:00 P.M. ON THE DAY BEFORE' THE INSPECTION IS NEEOEO. INSPECTIONS WILL BE ilt40E THE NEXT WORK DAY UNLE:SS YOU REQUE:ST OTHERWISE. REQUESTS U40E AFTER 2:00 P.M. WILL 8£ SCHEDULED FOR TWO FULL WORK DA Y.S' LATER. 16. THE OWNER ANO/OR APPLICANT THROUGH THE 0£:VE:LOPER ANO/OR CONTRACTOR SHALL 0£5/CN, CONSTRUCT ANO ilt4/NTAIN ALL SAFETY OEYICES, INCLUOINC SHOR/NC, ANO SHALL BE SOLELY RESPONSIBLE: FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR COO£ SECTION 6705 BY SUBMITTED A DETAIL PLAN TO THE CITY ENC/NEER ANO/OR CONCERNED ACE'NCY SHOWING THE OESICN OF SHOR/NC, BRACING, SLOP/NC OR OTHER PROVISIONS TO Be ilt40E OF WORKER PROTECTION FROM THE HAZARD OF CAVING CROUNO OUR/NC THE EXCAVATION OF SUCH TRENCH OR TRENCHE:S OR OUR/NC THE PIPE INSTALLATION THER£/N. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES AVE: FEET (5') OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO D'CAVATION. IF THE PLAN VAR/£5 FROM THE SHORING SY.S'TEM STANOAROS E:STABLISHE'O BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA AOMINISTRATIVE: COO£, THE PLAN SHALL BE PREPARED BY .A REG/STEREO ENC/NEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA D'CAVATION PERMIT MUST BE SUBMITTE:O TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLAST/NC SHALL BE PERFORMED UNTIL A VALID BLAST/NC PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLAST/NC PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLAST/NC OPERATIONS. 19 • .IF ANY ARCHAEOLOGICAL RE:SOURCES ARE 0/SCOVE:REO WITHIN ANY WORK AREA OUR/NC CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, ANO THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RE:START UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR AO.JACENT THERETO, INCLUO/NC WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATED CRAOINC EQUIPMENT SHALL BE LIMITE:O TO THE PE'R/00 BETWEEN 7:00 A.M. ANO 6:00 P.M. EACH OAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRAD/NC OPERATIONS SHALL BE CONOUCTEO ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAY.S' IS AVAILABLE AT THE ENGINEER/NC DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORK/NC OAY.S' PRIOR TO BEGINNING OF WORK. 22. IMPORT ilt4TERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE OEPOSITE:O AT, A SITE: APPROVED BY THE CITY ENC/NEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR OAM<ICE OCCURRING ALONG THE HAUL ROUTES OR AO.JACENT STREETS AS A RESULT OF THE CRAOING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRAOEO. NO TREES ARE TO BE REMOVE:O EXCEPT ALONG HA>'U4.R OR/VE. 24. ALL AREAS SHALL BE GRADED TO ORAIN. GRAD/NC RESULT/NC IN THE PONO/NC OF WATER IS NOT PERMITTE:O. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE: A MINIMUM ONE PERCENT SLOPE. 25. THE:SE PLANS ARE SUB.JECT TO A SICNEO ANO APPROVE:O SE:T OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE SHOWN AS A APPROVED BY THE CITY ENC/NEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPE:S SHALL BE TRIMME'O TO A AN/SH GRADE TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTION. THE SITE: SHALL BE LEFT IN A NEAT ANO ORDERLY CONOmON. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVE:O ANO 0/SPOSEO OF AT A SITE APPROVE:O OF BY THE CITY ENC/NEER. UNOERCROUNO SERVICE ALERT (800) 422-4133 SOG&E (800) 660-7343 PAC/AC BELL (800) 892-0123 TIME WARNER CABLE (760) 438-7741 COX COMMUNICATIONS (760) 806-9809 CITY OF CARLSBAD (STREETS ANO STORM ORAIN) (760) 434-2980 * CITY OF CARLSBAD (SEWER, WATER ANO RECLA/MEO WATER) {760) 438-2722 * SAN 0/ECUITO WATER DISTRICT {760) 633-2650 * LEUCADIA WASTIIWATER DISTRICT (760) 753-0155 * VALLECITOS WATER DISTRICT (760) 744-0460 * OLIVENHAIN WATER DISTRICT (760) 753-6466 * BUENA SANITATION DISTRICT (760) 726-1340 * OCEANS/OE SEWER DISTRICTS (760) 435-4500 * CITY OF VISTA (ENC/NEER/NC) (760) 639-6122 * AS APPROPRIATE 33. PERMIT COMPLIANCE REQUIREMENTS.· A. FOR CONTROLLED CRADINC -THE APPLICANT HIRE:S A CIVIL ENC/NEER, SOILS ENC/NEER, ANO/OR CEOLOCIST TO CM TECHNICAL ADVICE, OBSERVE: ANO CONTROL THE WORK IN PROGRESS 15.16.120 A8 CARLSBAD MUNICIPAL CODE. 8. PRIOR TO ANAL APPROVAL OF A GRADING PERMIT -THE FOLLOW/NC REPORTS MUST BE SUBMITTE:O TO THE CITY ENC/NEER l".Z<I THE PROJECT INSPECTOR 15.16.120 A.10 CARLSBAD MUNICIPAL COO£. (1) ANAL REPORT BY SUPERVISING GRAD/NC ENC/NEER STAT/NC ALL GRAOINC IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANT/NC ANO !RR/CATION ARE INSTALLEO IN CONFORU4NCE WITH CITY CODE ANO THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENC/NEER/NC DEPARTMENT). (2) AS-BUILT CRAOINC PLAN. (3) REPORT FROM THE' SOILS ENC/NEER, WHICH INCLUDES RECOMMENDED SOIL BEAR/NC CAPACITIES, A STATEMENT AS TO THE EXPANSIVE: QUALITY OF THE SOIL, ANO SUMU4RIES OF AELO ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENC/NEER THAT THE CRADINC WAS OONE IN ACCORDANCE WITH THE REQUIREMENTS ANO RECOMMENOATIONS OUTLINEO IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT CEOLOCIC PLAN, IF REQUIRED BY THE CITY. 34. UNLE:SS A GRAD/NC PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) >VlR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RE:SUBMITTEO FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. THE SOILS REPORT TITLED •uPOATE CEOTECHNICAL INVE:STICATION, QUARRY CREEK, CARLSBAD/OCEANS/OE, CALIFORNIA• PREPARED BY GEOCON, DATED M<IY 15, 2015 SHALL BE CONSIDERED AS A PART OF THIS CRAOINC PLAN. ALL GRADING SHALL BE OONE IN ACCORDANCE WITH THE RECOMMENDATIONS ANO SPECIACATIONS CONTAINED IS SAID SOILS REPORT. 36. IN ACCORDANCE WITH THE CITY SUSMP, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN INCLUDE •sTENCILS• 8£ AOOEO TO PROHIBIT WASTE 0/SCHARGE:S DOWNSTREAM. STE:NCILS SHALL BE AOOEO TO THE SATISFACTION OF THE CITY ENC/NEER. n0£CLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENC/NEER OF WORK FOR THIS PROJECT, THAT I HAVE: EXERCISED RE:SPONSIBLE CHARGE OVE:R THE DESIGN OF THE PROJECT AS OEANEO IN SECTION 6703 OF THE BUSINE:SS ANO PROFESSIONS COO£, ANO THAT THE 0£5/GN IS CONSISTENT WITH CURRENT STANDARDS. I UNOERSTANO THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIACATIONS BY THE CITY OF CARLSBAD DOES NOT RELIE:VE: ME, AS ENGINEER OF WORK, OF MY RESPONSIBIL/TlES FOR PROJECT DESIGN. ARM.· SB&O, INC. AOORESS.· 3990 RUFAN ROAD, SUITE 120 CITY, STATE: SAN 0/EGO, CA. 92123 TELE:PHONE.· (858) 560-1141 BY.· A<v::-:1 1L_W ____ ~:l--t8~-1"- MRON PARK£~ R.C.E. 68547 DATE REGISTRATION EXPIRATION OATE: 9-30-17 SOILS ENGINEER's CERTIFICATE I, ROONE:Y MIKE:SELL, A REG/STEREO GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY 00/NG BUSINESS IN THE FIELO OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANO STUOY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE: WAS ilt40£ BY ME OR UNDER MY DIRECTION BETWEEN THE OATES OF DECEMBER 2011 ANO FEBRUARY 2015. TWO COP/£5 OF THE SOILS REPORT OATEO U4Y, 2015, COMP/LEO FROM THIS STUOY, WITH MY RECOMMENOATIONS, HAS BEEN SUBM/TTE:O TO THE OFFICE OF THE CITY ENC/NEER. S!CNEO: 2i r --C::: • ~-._ G.E. NO.: 2533 DATE: ?/2oj_1(~P------ LICENSE D'PIRATION DATE: 6-30-201¥8 OWNER's CERTIFICATE I (WE) HEREBY CERTIFY THAT A REG/STEREO SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVE:R-ALL CRAOINC ACTIVITY ANO ADVISE 'NC(_ COMPACTION ANO STABILITY OF THE SITE. <Jc . --:t/oo l ~1((,1 URE R. KRETOWICZ, ilt4NACER F OATE PRE:S/010 CORNERSTONE QC, LLC A DELAWARE LIMITE:O LIABILITY COMPANY BY.· CORNERSTONE COMMUNmES. LLC A CALIFORNIA LIMITE:O LIABILITY COMPANY, ITS OPERATION U4NAGER PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSE:SSORS PARCEL NUMBER(S) 167-040-11 ANO 21 OF THE CALIFORNIA COORDINATE INOEX OF THIS PROJECT IS.· 366-1671. LEGAL DESCRIPTION 27. ALL SLOPES SHALL BE IRRICATEO, STABILIZED, PLANTE:O ANO/OR HYOROSEEOEO WITHIN TEN (10) OAY.S' OF THE TIME WHEN EACH SLOPE IS BROUGHT TO LOT 3 OF CARLSBAD TRACT CT 11-04, ilt4P NO. 16038, CITY OF CARLSBAD, STATE CRAOE AS SHOWN ON THE APPROVE:0 CRADINC PLANS. OF CALIFORNIA, RECORDED ✓ULY, 10 2015. '' SPECIAL NOTES: THE FOLLOWING NOTES ARE PROVIOEO TO GIVE: 0/RECTIONS TO THE CONTRACTOR BY THE THE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS 00£5 NOT CONSTITUTE APPR011'1L OF TH£SE NOTES ANO THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. I ~ r;:,· 0 ~ MIRA EL CAMINO ~~!:l COSTA COLLEGE ~ COUNTRY CLUB ~(If § n; WAY __..-f:K.Ylt,,,., WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS ANO ALLS. REMEDIAL GRAD/NC, DRAINAGE FAC!LmES, EROSION CONTROL F.4C/LITIES, ANO PLANT/NC OF PERU4NENT LANDSCAPING AND PREPARATION 00 AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC ilt4PS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS ANO THE CITY STANOAROS, SPECIFICATIONS, REQUIREMENTS, RE:SOLUTIONS ANO ORDINANCES CITEO ON THESE PLANS. 1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL D'ISTING UNDERGROUND UTILIT/£5 BOTH VERTICAL ANO HORIZONTAL PRIOR TO COMMENCING GRAD/NC OPERATIONS. 2. CONTRACTOR SHALL ilt4KE D'PLORATION EXCAVATIONS ANO LOCATE EXISTING F.4CILITIES SUfflCIENTL Y AHEAO OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISION IS NECE:SSARY BECAUSE OF LOCATION OF EXISTING UT/LmES. THE CRADINC WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS 0/RECTEO BY THE CITY ENGINEER. '78 PAci<H3.D ~ I\ Ji.SIT£ ';_>'U4.RJ £2Z,~.J...--~~ STANDARDS ANO SPECIF/CAT/OJ"'§ .J. LOCATION ANO ELEVATIONS OF IMPROVEMENTS, TO BE MET BY WORK, SHALL BE CONARMEO BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION OF NEW WORK. LAKE 1. CARLSBAD MUNICIPAL COO£. ~ RO. 2. CITY OF CARLSBAD ENC/NEERING STANOAROS. MARRON ilt4RRON ~ .J. THE STANDARD SPECIACATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 4. GRADES SHOWN ARE FINISH GRADES, CONTRACTOR SHALL DETERMINE NECE:SSARY SUBGRAOE ELEVATIONS ANO SHALL CONSTRUCT SMOOTH TRANSITION BETWEEN FINISH CRAOES SHOWN. RO. RO. · 4. THE SAN DIEGO REGIONAL STANOARO DRAWINGS ANO AS' MAY BE MOOIAEO BY THE CITY 5. CONTRACTOR AGREES THAT HE: SHALL ASSUM£ SOL£ RESPONSIBILITY FOR JOB SITE CONOmON OUR/NG THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ANO PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ANO NOT 8£ LIM/TEO TO NORU4L WORKING HOURS,· ANO THAT THE CONTRACTOR SHALL OEFENO, INDEMNIFY ANO HOLO THE OWNER, THE CITY, ANO THE ENC/NEER HARMLESS FROM ANY ANO ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOL£ NEGLIGENCE OF THE OWNER OR THE ENGINEER. 6. THE CONTRACTOR SHALL BE TOTALLY RE:SPONSIBLE: FOR COMPLIANCE WITH THE PROVISIONS OF THE STATE OF CALIFORNIA SAFETY ORDERS. 7. QIJANT!TIES SHOWN ON THIS PLAN ARE FOR BONO/NG ANO CONTRACTOR CONFIRU4TION PURPOSES ONLY. THE CONTRACTOR IS TO ESTIU4TE HIS OWN QUANTITIES FOR BIO ANO NOTIFY THE ENC/NEER OF ANY SIGNIACANT DISCREPANCIES. 8. CONTRACTOR SHALL BE RE:SPONSIBLE: FOR DETERMINING WHETHER (OR NOT) THE AELO CONDITIONS AT STORM DRAIN INLETS ANO OUTLETS ARE PER THE APPROVED PLANS. IF FIELO CONDITIONS DIFFER FROM THE APPROVE:O PLANS, THE CONTRACTOR SHALL CONTACT THE SITE SUPERINTE:NOENT SUfflCIENTL Y AHEAD OF CONSTRUCTION TO ALLOW REVISIONS TO THE PLANS. ANO (TO OBTAIN) PUBLIC AGENCY APPROVAL, IF REQUIRED, PRIOR TO CONTRACTOR INSTALL/NC STORM ORAIN STRUCTURE'S. 9. IF ANY EXISTING HAROSCAPE OR LANDSCAPE INDICATED ON THE APPROVED PLANS IS OAU4CEO OR REMOVE:O OUR/NG DEMOLITION OR CONSTRUCTION, IT SHALL BE REPAIRED ANO/OR REPLACED IN KINO ANO EQUIVALENT PER THE APPROVED PLANS BY THE OWNER/PERM/TT££. 10. ALL D'ISTING UT/LmEs OR STRUCTURES ARE INOICATEO HEREON BASED ON INFORU4T/ON OF RECORD. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON ANO ANY OTHER EXISTING LINE'S NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR U4KING ARRANGEMENTS FOR THE RELOCATION OR REMOVAL OF D'ISTINC UTIL/T/£5 ANO ACCRESS TO BE FULLY RE:SPONSIBLE: FOR ANY ANO ALL OAM4CES WHICH MIGHT BE OCCASIONED BY HIS F.4/LURE TO LOCATE ANO PRESERVE: ANY ANO ALL UNOERCROUNO UTILmE'S. 11. CONTRACTOR SHALL 8£ RESPONSIBLE FOR ilt4INTAININC ALL S.W.P.P.P. {N.P.O.E.S.) DOCUMENTS ONSITE AS REQUIRED TO COMPLY WITH LOCAL ANO STATE REQUIREMENTS. 12. ALL RETAINING WALL SUBORAINS SHALL 8£ INSTALLED PER SPECIACATIONS OF THE:SE PLANS OR GEOTECH RECOMMENDATIONS ANO SHALL BE CONNECTED OR STUBBEO TO NEAREST STORM DRAIN PIPES. 13. ALL ROOF OOWNORAINS SHALL DISCHARGE TO LANDSCAPE AREAS WHERE FEASIBLE. EARTHWORK QUANTITIES CRADEO AREAS.· CUT QUANT/TIE'S.· ALL QUANTITIES: D'PORT: 6.6 AC. 5,950 C.Y. .ti c. Y. 5,950 C.Y. ilt4X CUT DEPTH.· ilt4X CUT SLOPE RATIO: ilt4X FILL DEPTH: ilt4X ALL SLOPE RATIO: 3' N/A N/A 2:1 QUANTITIES SHOWN ARE FOR ESTIU4TION PURPOSES ONLY. 0/JANTmES ARE GEOMETRIC ONLY ANO 00 NOT INCLUDE SHRINKAGE ANO BU/LO/NG FACTORS. THIS PROJECT PROPOSES EXPORT OF /if CUBIC YARDS OF U4TERIAL FROM THE PROJECT SITE. ALL EXPORT ilt4TERIAL SHALL BE 0/SCHARGEO INTO A LEGAL DISPOSAL SITE. THE APPROVAL OF THIS PROJECT DOES NOT ALLOW PROCESS/NC ANO SALE OF THE M<ITERIAL. ALL SUCH ACTIVITIES REQUIRE A SEPARATE CONDITIONAL USE PERMIT. SOURCE OF TOPOGRAPHY o,1flt..SBAD --.l.--="' \\ VICINITY MAP 0-?? NOT TO SCALE THOU4S BROTHERS PG. 1107, GRID A-2 2006 EOmON REFERENCE ORA WINGS CARLSBAD TRACT 83-21 VILLAGE'S •o• ANO "?-1: owe. NO. 244-.J. SOUTH COAST ilt4TERIALS QUARRY GRADING PLAN OWG. NO. 470-SA. MARRON ROAD CRAOING PLAN OWG. NO. R 11148 - CITY OF OCEANS/OE. ilt4RRON ROAD IMPROVEMENT PLAN owe. NO. Rl 1146 - CITY OF OCEANS/OE. CITY OF CARLSBAD ilt4SS GRADING PLANS - QUARRY CREEK owe. NO. 484-SA. CITY OF CARLSBAD ROUCH CRAOINC PLANS - QUARRY CREEK owe. NO. 484-5C. CITY OF CARLSBAD ROUCH CRAO/NC PLANS - QUARRY CREEK OWG. NO. 484-5£. SHEET INDEX SHEET NO. 1 2 3-11 DESCRIPllON TITLE SHEET KE:Y ilt4P, NOTES, DETAILS PRECISE CRAOINC PLANS BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE CALIFORNIA COORDINATE SY.S'TEM OF 198.3, ZONE 6, EPOCH 1991.35 CR/0 BEAR/NC BETWEEN 1ST ORDER C.P.S STATION 88 (CLSB-088) ANO 1ST ORDER G.P.S STATION 87 (CLSB-087) PER ROS 1271. I.E., N76'15'00"W OWNER/APPLICANT • PRE:S/0/0 CORNERSTONE QC, LLC. 4365 EXECUTIVE: OR/VE, SUITE: 600 SAN 0/ECO, CA. 92121 (858) 458-9700 OF CARLSBAD STANDARDS. 5. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK ANO CALTRANS CONSTRUCT/ON SITE BMP U4NUAL. THIS SET OF PLANS. PLANNING COMMISSION RESOLUTION NO. 7137. ENVIRONMENTAL DOCUMENTS: EIR NO. 11-02 OATEO FEBRUARY 6, 201.J. 6. 7. 8. 9. STORM WATER POLLUTION PRE:VE:NTION PLAN.· SW 14-292 PREPARED BY PROJECT DESIGN CONSULTANTS OATEO AUGUST 7, 2014. 10. STORM WATER ilt4NACEMENT PLAN.· SWMP 15-29 PREPARED BY SB&O, INC. OATEO OCTOBER 28, 2015. LEGEND DESCRIPTION PRO✓ECT BOUNDARY STD. OWG. NO. {CITY CARLSBAD U.N.O.} SYMBOL -- BU/LO/NG NUMBER------------------, PLAN TYPE ------------------t ~1 ELEVATION PRIVATE A.C. PAVING ANO ~SS10 P.C.C. SIDEWALK TYPE 'v" PEDESTRIAN RAMP DIRECTION OF FLOW SLOPE SPOT ELEVATION EXIST/NC SPOT ELEVATION DEEPENED FOOTING TRANSFORMER P.C.C. DRIVEWAY PRIVATE WATER SERVICE WITH METER G-1 (SORSO) C-7, C-9 (SORSO) C-31, C-3.24, G-32B 2% MIN. (PER owe. 484-5£) PRIVATE 4• ARE SERVICE (SEPARATE FIRE DEPT. PERMIT) PRIVATE 6' SEWER LATERAL SEWER LATERAL BACKFLOW PRIVATE 4•-12• STORM ORAIN HOPE OR P.V.C. (SIZE 4• U.N.O.) PRIVATE 6• AREA ORAIN (PER owe. 484-5£) (SIZE 4• U.N.O.) 1 I I • .. I 1 J2.6 (J2.6l . 4 . . . I I I 1 J ® @ 0 -'' --,. - -st1-0--sn- - - - -■ QUANTITY --S.F. ~ 15,135 S.F. 1 EA. 6,675 L.F. TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY PROJECT DESIGN CONSULTANTS. METHODS FROM INFORU4TION GATHERED IN ilt4RCH 2014 BY PROJECT DESIGN CONSULTANTS PHOTOCRAMMETRY SHOWN HEREON CONFORMS TO NATIONAL ilt4P ACCURACY STANOAROS. LIST OF ABBREVIATIONS LEGEND ~ EXISTING IMPROVEMENTS RETAIN/NC WALL RETAINING WALL PRIVATE CRATED INLET (SIZE PER PLAN) (C-2, C-.3, C-4, SEE PLAN) (PER owe. 484-5C) BROOKS BOX -=----=-=-==• EXIST. R/W TYP. F.C. T.C. F.F. S.G. AC. ,f f I[ MIN. P.P. E.P. DIA. E.O.E. V.C.P. S.F. L.P. R.C.P. T.W. S.M.H. G.F. o.u. EXISTING RIGHT-OF-WAY TYPICAL FINISHED GRADE TOP OF CURB AN/SHED FLOOR SUBGRAOE ACRE PROPERTY LINE CENTERLINE FLOW LINE MINIMUM POWER POLE EOG£ OF PAVEMENT DIAMETER EXISTING OVE:RHEAO ELE:CTRIC VITRIAEO CLAY PIPE SQUARE FEET LOW POINT REINFORCED CONCRETE PIPE TOP OF WALL SEWER ilt4NHOLE GARAGE FLOOR OWELLINC UNIT e.w. H.P. F.S. C.B. c.o. O.G. P.C.C. STA. OWG. ,U4X ELEV. o.c. SIM. ST. LT. PVT. OWY. PKWY. s.o.c.o. GTR. MOO. s.c.o. U.N.O. I.E. C.Y. F.M. BOTTOM OF WALL HIGH POINT FINISHED SURF.4CE CATCH BASIN CLEANOUT OECOMPOSEO GRANITE PORTLAND CEMENT CONCRETE STATION DRAW/NC ilt4XIMUM ELEVATION ON CENTE:R SIMILAR STREET LIGHT PRIVATE ORl~AY PARKWAY STORM DRAIN CLEANOUT GUTTER MOOIAEO SEWER CLEANOUT UNLESS NOTED OTHERWISE INVERT ELEVATION CUBIC YARD ANAL ilt4P POST-CONSTRfJCTION BMP TABLE DESCRIPTION EXIST/NC ELEVATION EXISTING CONTOUR EXIST/NC SEWER LATERAL EXISTING WATER LATERAL E'XISTINC CURB ANO CUTTER EXISTING EASEMENT EXISTING CAS EXISTING ELECTRIC EXIST/NC SEWER EXISTING WATER EXISTING ARE HYDRANT D'ISTING SEWER ilt4NHOLE EXISTING CUARORAIL EXISTING STORM ORAIN EXISTING STORM ORAIN CLEANOUT EXISTING STORM DRAIN INLET EXISTING OCOA EXISTING BACKFLOW DEVICE SYMBOL (270.0) r ------2 70 ----1@ 1@ G E s 1,/ .... s --o- -D---0-0--0 BB&D~ AIR CONDITIONER CONDENSER FENCE ANO CATE ';-ICCESSIBLE UNIT" (PER OWG. 484-5R) CURB INLET PER owe. 484-5C STORM CLEANOUT PER OWG. 484-5C NOTES: ~ [Q] 7 EA. 1. ALL STANOARO DRAWINGS NUMBERS REFER TO SAN 0/ECO REGIONAL STANOARO DRAWINGS UNLESS NOTED OTHERWISE. 2. SEE OWG. 484-5E FOR ONSITE PRIVATE SEWER, PRIVATE POTABLE WATER. Cl1-Y-.,Qf CARLSBAD FIRE D~PARTME .,:..----() REQUIREMEN'fs--__ _F.H. S • ....... , NO. OF F.H.(S)_F.FLO"'-G; .M. OUT OF "AS BUILT" -~flvL./ P.E. li8547 EXP. q-30-21 II-II-I 1 DATE STORM WATER TREATMENTS THAT APPLY.· □ STANDARD STORMWATER REQUIREMENTS 181 PRIORITY PROJECT REQUIREMENTS EXEMPT FROM HYOROMOOIFICATION □ YES 181 NO PLANNING ENGINEERING 3980 Ruffin Road, Suite 120 Si.in Diego, Ca. 92123 858-560-11 41 85&560-B1 57 Fax SURVEYING .. ~-, BLOG. SPR~INKLED: 'IES F.~ G.P.M. ···•.QATE '<>~., _____ . ( I-( r-,; °!- TYPE DESCRIPTION TC-32 BIO-RETENTION BASIN DI~ ,,, 811 OWNERSHIP PRIVATE RT ® SHEET NO. ilt4/NTENANCE MAINTENANCE AGREEMENT owe. NO. 484-SA FREQUENCY BMP MAINTE:NANCE AGR££MENT CITY BENCHMARK: 8, 10, 15 FIRE'MARSHAL INSPECTOR DATE 1---+----+-----~-------<f----+--+---+-----1 ~ CITJG1NiriNG ~t!1~~AD LlEJ r----i---t-----------------<i----t---f---+--1 :=P=RE=CIS:::::E.'::G=RAD===m=G=P=LAN==s==ro=R:=-======'-'==~ Ir\ OUARRY CREEK 1----t---+--------------+--t---t--1---1 'i;p;16001~'i. PLANNING AREA R-3 TITLE SHEET) . PUD 15-13 DESCRIPTION: CLSB-088 2• IRON PIPE W/OISK MARKED APPROVED: / II // l---JAr JASON_ /4 ~/1ti~RT -•=z-=s-~62~1=5-• ___________ 1-,-~-ccc1~~-~~~~------------i1----t---1----+--1 · ( A" ,Y /1..,/l/ !L f Z6 b IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD t-lc:-1--:1:--1•-:::/q:-r--:-A-;;-P_. -t-cAcS-;;-ccBc::Ucc/ L7T~=~c-:--;-;-------1i----t---t--,-7-t----1 CITY ENGINC.rn PE 63912 EXPIRES 9130116 DATE LOCATION: VILLAGE OR., 0.1 Ml. £4ST OF PONTIAC DR. i..:1..e.0...:-o/c_-fc..:q-J-'A...-..'-P--1..._/l'\.....cC.:..:/.l:..:.4N:.:.cG::..,Ec.....:::.SH"'.E:..:E:..:T...::S__:_1 ·...:l...c.1:....--------l---+---!Cla,,,,f.21:_1./19. -roe-DWN BY:~ PROJECT NO. DRAWING NO. -===-cc.=--=c'-"'~~~~~=-=.c.--DAlE INITIAL DAlE INITIAL DAtt INITIAL ✓l RECORDED FROM: _R.=·0~-s.~. -1~72~7-1-----. -----ENGINEER OF WORK REVISION DESCRIPTION 2~ :~; · · CT 15-05 484-5✓ ELEVATION: 317.176 M.S.L. DATUM: N.G.V.0. 1929 OlHER APPROVAL CITY APPROVAL ' ' ~ 8 .,, ~'" ,-rno §3 0 oC mO ' ~ iJ : ~ -, j12 • •~z ·z~ . C ; s: I: , rn o .,_. JJ ·o ' OJ !TI , ·lil~ ;wz z [8 ~ ,, 1. CJ JJ ! z Cl z C s: CD m D 0 JJ ~ z Cl z C: s: CD m JJ l 0 JJ i -z Cl 2 C: s: CD m D ----~-----------• J _ _:. ___ ------I --------.. - I I ··-·-- GRAPHIC SCALE a----60 0 60 120 IBO R/W 60' R/W JO' 30' 10' 20' 20' to' OPEN SPACE 1--5.5' 4.5' 6' _,__ 14' 14' 6' 4.5' 5.5' LOT J I BIKE BIKE 1 i LANE , LANE -~ J ~~ ~ ;t-"'· '~, ,=-~-2% 2% _-1!'__ ,0-- 5' WIDE sr!~E:_:f~~~~~i:~~f~--->~~~~==~~~,~~!~,n~~,~ \~ D. ~. Ti.,,,,'L "''Ti·u 6 (, ) 5 WIDE NON CON71GUOUS o. """ m n CURB ANO GUTTER TYP. P. C C c-,v,,,,,,,LK CONCRETE CURB EDGING · · · '"' "'"" R/W 60' R/W 30' JO' 13' 17' 17' 13' OPEN SPACE 7.5' 5.5' 6' 11' 11, 6' 7.5' 5.~ ·%~ ~¾ n·.\,f •1.1· I BIKE BIKE LANE I LANE • cf,< 2" i 2% JI' I -1}:CT\ ----CC' _.f\!-i:\ \ -L ----------= =------------~,...---r,:r.:;:--7 Jey=~;~==;;,;;,,, ___ ,11\_;.,;~==;;;;;~~~=::i ,c "ED EXIST. TYPE 'G" ,V- 6' WIDE STAB/LIZ. 6" . ~ -D. G. TRAIL WITH CONCRETE CURB EDGING CURB ANO GUTTER (TYP.) 5 WIDE NON CONllGUOUS P. C. C. SIDEWALK I --------------------------------------7994-l-7995-I-SG-76-l-84-18-l-·- 7997 I 8088 I 8086 I 8079 I FACE OF- GA/i'AGE 23' MIN. 2ND STORY OVERHANG (TYP.) 30' 20' 10' 5' FACE OF GA/i'AGE F.G. ~ SWALE 1£5 F.G. ~ J' P.C.C.J I =_-=_-=_ --~':::.{;F '14RIES VARIES ~ --~~ ~ ' J:'·,,:i-r--------rr::,,,_111-I r U--.5:\ '\i<f.:;-{) _J__ - -...L )\ _,IJS,"\'U s.G. LJr·-'7' ,----T --c: -~--1 rJ---L·J s.0. P. C. C. DRIVEWAY :f-1 :{ 4 • A. C. PAVING (TYP. BOTH SIDES) "-~ OVER 5• Cl. BASE 'O' HEIGHT CURB '<> (TYP.) PRIVATE 8" SEWER MAIN 4, I NOTE: NOT INTENDED FOR FIRE ACCESS I TYPICAL SECTION "' ASTO PLACE {PRIVATE,) AND CEJA PLACE {PRIVATE,) NOT TO SCALE (NO PARKING -BOTH SIDES) T.l.=4.5, PRELIMINARY R-VALUE=8 38' FIRE LANE FACE OF GA/i'AGE 2ND STORY OVERHANG (TYP. BOTH SIDES) 40' 24' FIRE LANE ~-- 5.33' 4.67' PRIVATE 8" SEWER MAIN 12' f 12' 1.5' Mt. . 5' 8077 I 8078 I 8080 I 8089 I 8087 808 82 FACE OF GA/i'AGE TYPICAL SECTION "' CORDILLERA COURT {PRIVATE,) AND CAMPO AZUL COURT {PRIVATE,) NOT TO SCALE CAMPO AZUL COURT (PRIVATE) -Sul. 14+77± TO 16+67± (NO PARKING -BOTl-1 SIDES) T.l.=4.5, PRELIMINARY R-VALUE=8 27' MIN. 8' 5' 19' (£ 19' 5' , 5' 2' '".:> WALKWAY 5' FINISHED SURFACE Tl ,$;%, MIN:7 I (ELEV. PER PLAN) ·0,.,4- 1;--,:,: 2% 7' 7' .• -!-) t -.:::::-:. _ 'ARKING ~ 2%_ PARKING _ ,--€: ~y',;'/o "'?:,. FACE OF GA/i'AGE --------2NO STVRY OVERHANG (TYP. BOTH SIDES) 34' 24' FIRE LANE , 1.5' r· FACE OF GA/i'AGE LOT 4/LOT 8 ~i' -?li7T -} ~nTL -1 - - - - - - -= -'J.-- - - - - - - -_ ..rn-0 ,-'L,:-""" 4~ .\ 4' l__ L-------1---------::T -=""Jl ,,_ ~ ~ /)--. 4" P. C. C. L ;--l / -,031\~~ \ -~{\ 0>"\\~,.!;;.\\Rt~ -~-_J rt ~ 11)--.,. ::;! SIDEWALK 3.5 MIN. --4 5• .:tt ~ '---. 4• AC. PAWNG '<> (TYP. BOTH SIDES) MIN. " <o OVER 5" PRIVATE 6" DOMES71C Cl. BASE 6" TYPE "G" CURB WATER MAIN 11' AND GUTTER PRIVATE 8" FIRE--13' -PRIVATE 8 " (TYP. BOTH SIDES) SERWCE MAIN '"'--~----< SEWER MAIN TYPICAL SECTION "' CIENAGA PLACE {PRIVATE,) NOT TO SCALE Sul. 10+00 TO 11+90± (PAR4LLEL PARKING -BOTH SIDES) T.l.=4.5, PRELIMINARY R-VALUE=8 ,J,..------2NO STORY OVERHANG 23' 45' 22' 24' FIRE LANE 5' 12' 12' 5_'_ r:5' (3' P.C.C. SWALE S =-~~----f!!t--~ ___ !~ _VA!}J!5_ _ ~ --~~~ s.G. L~'\l:)!';-n _ _ -:r--- -__ TC,l;'::\11"L.1 S.G P.c.c. DRIVEWAYJ ?J-"' .,~~=J_ ___ _c ~\~--:~,w::c:U · · (TYP. BOTH S/DE5!) i-50 4.5' ,ii ~ ----.4• A.C. PAVING V' HEIGHT CURB MIN. "-, OVER 5• CL. BASE (TYP. BOTH SIDES) '<> PRIVATE 6" OOMESllC _5' -PRIVATE 8" WATER MAIN 7' 4' SEWER MAIN PRIVATE 8" FIRE SERWCE MAIN TYPICAL SECTION ~ DEGA PLACE {PRIVATE,) AND DILLA PLACE {PRIVATE,) NOT TO SCALE (NO PARKING -BOTl-1 SIDES) T.l.=4.5, PRELIMINARY R-VALUE=B :-J------2NO STORY OVERHANG 45' 22' f ----------, 34' FIRE LANE VARIES , 5.33' 4.67' 12' 22' 5.5' C 2' MIN. FACE OF· FINISHED SURFACE _10' l .. -1-:i GA/i'AGE (ELEV. PER PLAN) • • ·F'ARKING l~-<S I 7 5 , MIN. I 6 TYPE t;> CURB-"' \ _,.<Ir _ _f._G.__ ~~~ 2 r--==-· ANO GUTTER \ j 2% '1;:/.Jr- ____ \_ I\\~ --~---I __ 4!___ _ __ -~-!"____ ~\i-,--Km.c-<"'?:,. P.C.C. o::EWA;7~\\~Y-=~-====-== ~~--========f~,v--4~~ 3.5,,, MIN. -...__45' .:tt,;; \._4• A.C. PAWNG . -4• P.CC. s;'·•v•~"'LK 4• ROLLED CURB_... · " --< • • • " ~,,,, 1;,:::;E ~~ PRIVATE 6" OOMESllC MIN. '<> OVER 5• (TYP. BOTH SIDES) WATER MAIN 5 , CL. BASE 1,, TYPICAL SECTION "' CAMPO AZUL COURT (PRIVATE) PRIVATE 8" FIRE---------7, 4_5 , ~PRl'14TE 8 " ...:....:..:;--<-e:;.<..:..=--::=~...._-='-''-'------=:...:.:=-:;....."-"'=-::,o-=__;:;..;::a..:;.:..:...:--(.l,_,_..:.::.."-'-'-'-':,.., SERVICE MAIN i---~--1-'=--J SEWER MAIN ~ro~u ~ ) STA. !3+44± TO 14+.36± TYPICAL SECTION "' CAMPO AZUL COURT (PR/VAT£ (NO PARKING -BOTH SIDES) NOT TO SCAU TYPICAL SECTION "' EXISTING MARRON ROAD {PUBLIC,) TYPICAL SECTION "' EXISTING MARRON ROAD {PUBLIC,) T.l.=4.5, PRELIMINARY R-VALUE=8 Sul. 10+86± TO 11+57± AND Sul. 12+63± TO 13+.32± (PARALLEL PARKING -ONE SIDE) T.l.=4.5, PRELIMINARY R-VALUE=B 10' T/i'AIL 40' NOT TO SCALE Sul. 4+99. 43 TO 8+89. 66, P. C.R. R/W 60' R/W R/W ---·-... 30' f JO' 13' ' 17' 17' 13' 10' 8' 5' 6' 11' I 11' 6' 5' 8' I BIKE BIKE I OPEN SPACE OPEN SPACE LOT 3 5.5' 4.5' I I LANE LANE -"'""-_g~ 2% 2% 2% '"r ======-====== ~=----~==== ~J-,~ ~- cv· .7fl-?· --·--------------= p::-: ~ ~"'"'••'--EXIST. TYPE "G" ...?,! c---J.1 CURB ANO GUTTER (TYP.) TYPICAL SECTION "' EXISTING EL SALTO FALLS STREET {PUBLIC,) TYPICAL NOT TO SCALE Sul. 11+13.75 TO 11+63.38, P.C.R. (SOUTH OF BRIDGE} "AS BUILT" -6-j,,L/ P.E.68547 EXP. q-JO·ZI REVIEWED BY: .. ·· .. ---/hf Ir~~ I fC::-f ,t.J '-.../ '\ _!1-:.t 1i-1 L INSPECTOR DAlE NO TE: FOR EXIS[, TYPICAL SECTIONS SHOWN FOR INFORMAllON ONLY, NOT A PART OF 71-IESE PLANS SEE CITY OF CARLSBAD DWG. NO. 484-5. NOT TO SCALE Sul. 10+47.29, P.C.R. TO 27+03.89 60' R/W JO' f JO' 20' 20' 10' 6' 14' I 14' 6' 4.5' 5.5'--i ),, BIKE 10' 10' BIKE I LANE MEDIAN LANE 5' LOT 8 25.. 2% 2% I rr--=--:i ------n - --_------=-::_ m> SECTION ~ EXISTING EL SALTO FALLS STREET {PUBLIC,) NOT TO SCALE STA. 12+86.64, P.C.R. TO 13+57.07 ,j> o.68547 9/30/1 SB&D~ • Op Pl.ANNING ENGINEERING 8880 HL1tfin Road, Buice 12U Bsn Oisgo, Ci;i. 92123 85&b80-'I 'I 41 858-560-B 'I 57 Fi:.!X SURVEYING ID· 1-/'f DATE O.SEMENT 20' f 8' 16' FIRE LANE a' T/i'A/L 20' 16' FIRE LANE 5' 5' N.O.S. 6" POLYOLEFIN G/i'ATE WITH U. V. INHIBITORS ATRIUM TYPE FOR PLANTER. ROUND G/i'ATE FOR TURF ANO HARDSCAPE 6" N.O.S. SPEE-0 CATCH ~ --==== 6" DIA. P. V.C. RISER BASIN OUTLET AS REQUIRED UllJ'-PIPE (LENGTl-1 AS REQUIRED) FINISH G/i'AOE 2% MIN. 2.% MIN, ,. -~ I RN5HEO SURFACE ~ -- 2% 5' (TYP.) : I (ELEV. PER PLAN) .J% ,r-L._--~ MIN. j ..1!!-___ 7" ,~L. ___ 2.:r_ ---~:ZI,~ .• -1-:i 1'1-';jf -1!77• J'L-,-- - - -_ _j I \ ~£:' I -----. _j.J '/:·/fir 4 • P. C. C. C:: ,-l --,\P'\ \'1-::'?'>"I\ \ / SIDEWALK 3.5 MINr -,4.5' (TYP. BOTH SIDES) MIN. PRIVATE 6" OOMESllC~~ WATER MAIN PRIVATE 8" FIRE------ SERVICE MAIN 9' 11, COMPACTED FILL TYPICAL SECTION ~ CIENAGA PLACE {PRIVATE,) CITY BENCHMARK: NOT TO SCALE Sul. 12+00± TO 12+27± (NO PARKING -BOTl-1 SIDES) T.l.=4.5, PRELIMINARY R-VALUE=B DESCRIPTION: CLSB-088 2• IRON PIPE W/DISK MARKED "LS. 6215" II· II· /q 4 p NOT£• FOR ON-SIT£ TYPICAL SECTIONS SHOWN FOR INFORMA710N ONLY, NOT A PART OF THESE PLANS. SEE CITY OF CARLSBAD OWG. NO. 484-5£ AS-BUILT LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VIL/AGE DR., 0. I Ml. EAST OF PONTIAC DR. 10-q-1q A P. ffi THIS SHffT REPLACES SHffT 2 APPROVED ON 7/26/16; RE'l1SE KEY MAP. RECORD FROM: _R_.o_.s_. _1_72_7_1 _________ _ DATE INITIAL DATE NOT£· FOR 0/i'A/NS LOCATED ON PIPES LARGER THAN 4" DIAMETER, USE TEE FlmNG Will-I ADAPTER ANO 6" RISER. (!) DETAIL "' AREA DRAIN 2 NOT TO SCALE I SH2ET I CITY OF CARLSBAD ~ 1 ENGINEERING DEPARTMENT PRECISE GRADING PLANS FOR: QUARRY CREEK GR160017 PLANNING AREA R-3 KEY MAP DETAILS TYPICAL SECTIONS PUD 15-13 APPROVE~ c~ JASON S. ~L~RT EOR _,,..., .. ,~ 4-J9 10/2;.-p'! -rec_ CITY ENGINEER PE 63912 EXPIRES 9/30/18 DATE OWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY: V4, ELEVATION: 317.176 M.S.L DATUM: N.G. V.D. 1929 SB&:0-·· 1 l CT 15-05 484-5.l ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL aTY APPROVAL RVWD BY: I ' ' N 0 ... ' .... .... l CJ JJ i -z G') z C: ~ ~ JJ g ~ 2 (j) z C: s OJ m :0 CJ :0 i z G'l I 2 C: ~ R;i JJ CJ l] 0 i ~-C) z ~ G') ClCI z t C: UI S: c.. OJ m :0 "AS BU I LT" kik--- --;CE 68547 VEXP. q-30-Z/ REVIEWED BY: II J?~-- 1N~CTOR II -II -/q DATE GRAPHIC SCALE 811 10 0 10 20 30 CONNECT AR£4 DRAIN/PIPE INTO HOPE STORM DRAIN WITH SDRSD D-63 OR iNSERTATEE" OR TEE FlmN0. SB&D~ LDT 1_:J DPF'JVSPAC-£ CITY BENCHMARK: TRUNCATED £LEVA TIONS ALL ELEVATIONS SHOWN HEREON THAT DO NOT SHOW A VALUE IN THE "HUNDREDS POSITION" ARE TRUNCATED AND REQUIRE 100' ADDED TO GET TRUE ELEVATION. //-/1-/q A.P. AS-BUILT NOT£: COORDINATE ALL FENCE LOCATIONS WITH LANDSCAPE ARCHITECT. PLANNING ENGINEERING SURVEYING 3990 Ruffin Road, Suita '1 20 DESCRIPTION: CLSB-088 2" IRON PIPE W/DISK MARKED 'l.s: 6215" THIS SHEET REPLACES SHEET J APPROVED ON 7 /26/16; 10/2},/f/ -rec San □!ego, Ca. 82123 858-560.1 'I 41 86S-56G8167 Fsc1x LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE OR., 0. I Ml. EAST OF PONTIAC OR. n ~ RECORD FROM: R.O.S. 17271 /~ /t,•'f-1°1 ELEVATION: 317.176 M.S:L. DATUM: N.C.V.D. 1929 AARON 'ARJt.t=rR=-------;;DA.;TE,=- 10-'f-/q A. P. DAlE INITIAL ENGINEER Of WORK fil UPDATE WA 7ER MET[R P[R CMWD DWG. NO W-5; UPDATE FENCE/WALL COMBO; MODIFY SLOPES, WALKWAYS, STORM DRAIN. DAlE INITIAL DAlE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I SH}ET I CITY OF 7994 I 7995 I 8089 I 8087 8085 CARLSBAD ENGINEERING DEPARlMENT ~ 1 PRECISE GRADING PLANS FOR: QUARRY CR££K PLANNING AREA R-3 GR160017 PUD 15-13 8'8, ~ 10/:.,, I APPROVED:..---:--~~JASON S. GELp;T CITY ENGINEER PE 63912-EXP RES9/30/18 DAT£ DWN BY:~ I PROJECT NO. I DRAWING NO. CHKD BY: CT 15-05 RVWD BY: 484-SJ C:,I J:J i z (j) 2 C ~ CD m :c c:, :c ~. -1 2 (j)I 2 C ~ CD m :r., 0 :c ~ 2 (j) 2 C ~ CD m :c o! XJI Cl ~ ::e -Cl 2 '" Ci) =z f'c UI ~ !.. CD m :c :J 1223 f:F. 121.6 SC. ~ (ij 10 09.84 ---·-, 18.8 F.G. H.P. 11 ! I ~/ oJ I ~/ 21.5 r.s.: G.8. I 21.5 F.S. / ------- ... 18.6 GR. 18 17.6 I[ /~1 ~---+--.--~ 0 1// -j' SEE SHEET 10 GRAPHIC SCALE 10 20 "AS BUILT" DI -h-~ RCE 68547 EXP. q-30-Z I REVlEWED BY: ,·<j/;;=~ INSPECTOR 11-11-1q DATE [[,-13-I'/ DATE 30 ® 18.8 GR. 18 17.8 I[ PLANNING ENGINEERING 3890 Ruffin Road, Suite 1 20 Ssn Diego, Cs. 82123 858-660-1141 858-560-8157 Fi:JX SURVE;YING DESCRIPTION: CLSB-088 2• IRON PIPE W/DISK MARKED 't.S. 6215" LOCATION: IN TOP OF CUT SLOPE so· NORTH OF CARLSBAD VILLAGE OR., 0. I Ml. EAST OF PC!N77AC OR. /r:?· 't· 11 RECORD FROM: ~R.~.O~.S:~._1~7.='27~1 __________ _ DATE ELEVATION: 317.176 M.S.L. DATUM: -"N."'.G"'.V.._._..o"".~19"'2"--9 __ 11-11-/q A.P AS-BUILT 10-'f-,q A.P. & THIS SHEU REPLACES SHEET 4 APPROVED ON 7 /26/16; UPOA TE FENCE/WALL COMBO; MODIFY SLOPES, WALKWAYS. DATE IN!llAL ENGINEER OF WORK REVISION DESCRIPTION io/2}1-p'l ..,-c,:._ DATE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL I SH~ET I J SD CITY OF 5 125.5 F.F. 124.8 S.G. 8085 I 8083 I 8082 CARLSBAD ENGINEERING DEPARTMENT LITJ 1 PRECISE GRADING PLANS FOR: QUARRY CREEK PLANNING AREA R-3 GR160017 PUD 15 13 APPROVED: ~ ✓JASON S. ?~RT B>3,.. · -_,/;, 10 ,,___ CITY ENGINEER PE 63912 EXPIRES 9130118 DATE OWN BY: SB&:O I PROJECT NO. I ORA WING NO. CHKD BY: \ (,< CT 15-05 RVWD BY: 484-5J ' " • ' ' Cl ~ .i:,. 0 Cl ... .i:,. ... 0) .i:,. .... ' UI (. ' t:J :0 ~ 2 Ci) 2 C ~ ID m ::0 ti :.0 ~ 2 ,Ci) I 2 C ~ OJ m :0 □ :0 ~ -2 G) 2 C: ~ ID m :0 □ ll i -2 Ci) 2 C: s; co m ::0 "AS BUILT" -4 ra~ RCE68547 ~1 REVIEWED BY: -i~ , INSPECTOR 4 124. 7 F.F. 124. 0 S. G. 11-11-1q DATE {/-(3-/q I DATE j L I • \£ ----- SEE ' ~ I/ GRAPHIC SCALE 10 20 JO DP£1V SPA[:£ SHEET 6 SB&D~ PLANN!NG ENGINEERJNG SURVEYING 3980 Rutfin Roeci, Suite 'I 2U Sciri Dlegu, Co. 82'1 23 85B-56D-1 'I 4'1 858-56D-S'l 57 Fax AARON PARKER/ DATE -----------___ .1 ---- -l ' ''.' _ _';_{ i..) ______ , TRUNCATED ELEVATIONS All ELEVA770NS SHOWN HEREON THAT DO NOT SHOW A VALUE IN THE "HUNDREDS POSl770N" ARE TRUNCATED AND REQUIRE 100' ADDED TO GET TRUE ELEVA 770N. 8082 ~------(21)--------- CITY BENCHMARK: DESCRIPTION: CLSB-088 2" IRON PIPE W/OISK MARKED 'i..S: 6215" LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE DR., 0.1 Ml. EAST OF PONTIAC OR. RECORD FROM: _R._.o_.s:_._1_72_7_1 __________ _ ELEVATION: 317.176 M.S:l. DATUM: N.C.V.D. 1929 . 11-11-/Cf 10-IJ"flf DATE SEE AP I I TYPE "A-4" C.O. PER DWC. 484-5C 22.0 RIM, 16.0 I[ _(/2) __ _ lDT 12 DPFJV SPACF OVERLOOK AND TURF AREA PER LANDSCAPE PLANS DWC. NO. 484-5R 2Z2 H.P. F.G. 12"x12" BROOKS A TR/UM GRATE, 22. 0 GR. 21.0 I[ Sc ----!-RETAINING WALL l PER SDRSD C-J (PER DWG. 484-5C) AS-BUILT 7 128. I F.F. 127.4 S.G. SHEET 7 )HIS SHEET REPLACES SHEET 5 APPROVED ON 7 /26/16; ~/"' A. F'. fil UPDA 1E FENCE/WALL COMBO; MOO/FY SLOPES, WALKWAYS; UPDA 1E OVERLOOK AND TURF AREA; UPDA 1E PARKING, PATHWAY. SIDEWALK. INlllAL DATE INlllAL DATE EASEMENT NOTES: [II PUBLIC TRAIL EASEMENT PER FINAL MAP 15-05. [Ij EMERGENCY ACCESS EASEMENT PER FINAL MAP 15-05. [Ij COVENANT OF PR/VA TE STORM DRAIN EASEMENT FOR THE BENEFIT OF MASTER H.O.A. PER FINAL MAP 16038. CONSTRUCT/ON NOT£S 0 PRIVATE 8" P. V.C. SEWER MAIN. (DWC. NO. 484-5£). © PR/VA TE 4"-6" P. V. C. DOMES77C WATER. (DWG. NO. 484-5£). 0 PR/VA TE 8" P. V. C. FIRE SERvTCE MAIN. (DWG. NO. 484-5£). 0 PR/VA TE 18" HDPE STORM DRAIN. (DWG. NO. 484-5C). 0 PRIVATE 24" R.C.P. STORM DRAIN. (DWG. NO. 484-5C). 0 PRIVATE 6" TYPE "G" CURB AND GUT7ER. (DWG. NO. 484-5E). 0 PR/VA TE o• CURB. (DWC. NO. 484-5£). 0 PRIVATE 4" ROLLED CURB. (DWC. NO. 484-5£). 0 PR/VA TE 6" STRAIGHT CURB. (DWG. NO. 484-5£). @ IND/CA TES EXIST. 60" HDPE STORM DRAIN PER DWC. NO. 470-5A TO REMAIN. @ PR/VA TE 6" P. V.C. STORM DRAIN. @ PR/VA TE 8" P. V. C. STORM DRAIN. @ PRIVATE 10" P. V.C. STORM DRAIN. @ LANDSCAPE FEA TUR£ (DJK;. NO. 484-5R). @ CONNECT AREA DRAIN/PIPE INTO HDPE STORM DRAIN WITH SDRSD D-63 OR "INSERTATEE" OR TEE FIT77NG. 19 TYPE "D" CURB RAMP PER SDRSD G-.31. @ AS-BUil T LOCA 770N OF FIRE PIii. 21 AS-BUil T LOCA 770N OF ELECTRICAL ABOVE GROUND Ulll/77£S. I S~ET I CITY OF CARLSBAD ULl ENGINEERING DEPARTMENT 1 PRECISE GRADING PLANS FOR: QUARRY CR££K PLANNING AREA R-3 GR160017 PUD 15-13 Tt,,:: APPROVED~ ( J /,/ JASON S. ,~DfrT ;::--.,.:z__ It:> 't ~ CITY ENGINEER PE 63912 EXPIRES 9/30/18 DA DWN BY: SB&O PROJECT NO. INITIAL CHKD BY: -:.[<. ENGINEER OF WORK REVISION DESCRIPTION OlrlER APPROVAL CITY APPROVAL RVWD BY: I CT 15-05 I DRAWING NO. 484-5J ' ' 0 JJ §, 2 GJ 2 C: s CD m JJ 0 I 2 GJ z C: s OJ m JJ t:J i ~ z Cil z C s co m JJ 0 JJ c~ (JI ::e -C) 2 s, .i:,. GJ "" CIO 2 _. t C (JI s: c.. DJ m lJ "AS BUILT" -~,~ RCE 68547 j EXP. q-30·ZI l!-11-fq DATE INSPECTOR /!·(]-10/ DATE 1 811 GRAPHIC SCALE 10 0 10 20 30 SEE /J of ESS/otV ..-r=c,,_-1< o,- r-,~ ---r-'~ ___ '5 F-c3 --- (PRIVATE) SHEET SB&D~ PLANNING ENGINEERING SURVEYING 3880 RuFfin FloarJ, Sui;;e 'I 2CJ S;;in □:ego, ::::a. 92123 U5U-E:i0U-1 'I 4 'I 85B-560-81 57 Fsx 8 CITY BENCHMARK: DESCRIPTION: CLSB-088 2• IRON PIPE W/DISK MARKED 'Ls: 6215" LOCATION: ~ fl. l/ RECORD FROM: ~R~.O~-~S.~17.~2~7~/ __________ _ -M-R<~6~w--A-~-RK,_"E,_-F++-. ----~/r,_•"\~~-~-;E~ ELEVATION: 317. 176 M.S.L. DATUM: N.C. V.D. 1929 IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD VILLAGE DR., 0. I Ml. EAST OF PONIIAC DR. 11·11·/q A.P. I0·o/·/9 A.P. DATE 1Nl11AL ENGINEER OF WORK 8082 I 8079 I 8078 TRUNCATED ELEVATIONS ALL ELEVATIONS SHOWN HEREON THAT DO NOT SHOW A V,<ILUE IN THE "HUNDREDS POSITION" ARE TRUNCATED AND REQUIRE 100' ADDED TO GET TRUE ELEVATION. ) A5·BUILT THIS SHEET REPLACES SHEET 6 APPROVED ON 7 /26/16; Lli EXTEND FENCE FOR PLAN J AND MOO/FY AREA ORA/NS; CORRECrJON TO CALLOUTS; ENCLOSE FENCES; ADD GA(£; LOT 29; SHIFT WALKWAYS AND SLOPES. DATE INl11AL REVISION DESCRIPTION OTHER APPROVAL EASEMENT NOTES: IT] PUBLIC TRAIL EASEMENT PER FINAL U4P 15-05. [Ij EMERGENCY ACCESS EASEMENT PER ANAL U4P 15-05. CI] COVENANT OF PRIV,<ITE STORM DRAIN EASEMENT FOR THE BENEAT OF U4STER H. O.A. PER FINAL U4P 16038. CONSTRUCT/ON NOTES 0 PRIVATE 8" P.V.C. SEWER U4IN. (DWG. NO. 484-5E). 0 0 PRIVATE 4"-6" P.V.C. DOMESTIC WATER. (DWG. NO. 484-SE}. PRIVATE 8" P.V.C. ARE SERVICE U4IN. (DWG. NO. 484-5E}. 0 PRIVATE 18" HDPE STORM DRAIN. (DWG. NO. 484-5C}. 0 0 0 PRIVATE 24" R.C.P. STORM DRAIN. (DWG. NO. 484-5C}. PRIVATE 6" TYPE "G" CURB AND GUTTER. (DWG. NO. 484-5E}. PRIVATE o• CURB. (DWG. NO. 484-5E). 0 PRIVATE 4" ROLLED CURB. (DWG. NO. 484-5E). 0 PRIVATE 6" STRAIGHT CURB. (DWG. NO. 484-5E). @) @ INDICATES EXIST. 60" HOPE STORM DRAIN PER DWG. NO. 470-54 TO REMAIN. PRIVATE 6" P. V.C. STORM DRAIN. @ PRIV,<ITE 8" P. V.C. STORM DRAIN. @ PRIVATE 10" P.V.C. STORM DRAIN. @ PRIV,<ITE 12" HDPE STORM DRAIN. @ LANDSCAPE FEATURE (DWG. NO. 484-5R}. I SH~ET I CITY OF CARLSBAD urJ ENGINEERING DEPARTMENT 1 PRECISE GRADING PLANS FOR: OUARRY CREEK PLANNING AREA R-3 GR160017 PUD 15-13 io}z.'lfrq -ec. APPROVED~ ---( ) _I/ JASON s. lELDERT -/0 2!:t/tp. CITY ENGINEER PE 63912 E)(l'fRES 9/30118 DATE~- DWN BY: f}!-Q I I DRAWING NO. PROJECT NO. DATE INl11AL CHKD BY: ,<., CT 15-05 CITY APPROVAL RVWD BY: 484-5J "" ,._ ¥: I~! 2 Do ,:! ~c 3 II q Cl , w '" ~ 5'l :e "' lJ • en ~ p C) ,~z 'i z: m 0 .i:,. i~~ ... _, cjjI ... 00 ;;'l ;t]~ ... .i:,. s ())~ ' ,,I 8l s': UI J w" c.. z m w ~ 0 I 2 (j) 2 C: s OJ m JJ 0 JJ i ,_ z (j) ' 2 C s OJ m JJ 0 I 2 (j) 2 C: $ OJ m JJ CJ D i 2 (j) 2 C: s OJ m JJ ' S££ 107 1~ DPF';V SPACr-' PROJECT BOUNDARY {iYP.) I REV1EWED BY: 7l,~ INSPECTOR ' ~ ~ J ~ 27.3 F.S. 11-/1-!o/ DATE t 1-/3-( o/ DATE 811 " V, 10 0 10 4• STEP 27.2 CR. 26.5 C 27. f CR. 26.4 C ,--+---'----1 32 0 27.1 CR. 26.4 C o'i'-P ,._ ~ V, z i3 ""( ~ E~~·iJ3~~1 , CIV\\- 20 30 OF 7 6 C 128. 1 F.F. 127.4 s.c. 33 0 27.2 CR. 26.5 C 4• STEP 27.1 CR. 26.4 C 26.4 F.S. 27.0 GR. 25.8 £ \ 27.2 CR. \ 26.5 £ 4• STEP 27.2CR~ 26.5 I[ 27.1 H.P. 27.2 CR. 26.2 f[ 27.3 H.P. 27.6 F.S. G.B. 27.5 F.G. g 130.0 F.F. _/ 129.J, S.C. &l I I I I I I I , " I V, I 1~ I j r -: ,1_, &l 10 128. 7 F.F. 128.0 S.G'. TYPE "B" INLET PER DWC. 484-5C 7 r \_ 11 129.5 F.F. 128.8 S.G. TRUNCA TEO ELEVATIONS ALL ELEVATIONS SHOWN HEREON THAT DO NOT SHOW A VALUE IN THE "HUNDREDS POSITION" ARE TRUNCATED AND REQUIRE 1DO' ADDED TO CET TRUE ELEVATION. DEPTH= 0.7' 8080 I 8081 I 8078 -~ _LT~P:O~CRETE DITCH GR. £ CONCRETE DITCH -8" DRAIN PER ® A DETAIL ,.,, ENO-OF-DITCH DRAIN 7 NOT TO SCALE EASEMENT NOTES: [Zj PUBLIC TRAIL £4SEMENT PER FINAL M4P 15-05. [Ij EMERGENCY ACCESS £4SEMENT PER FINAL MAP 15-05. [Ij COVENANT OF PRIVATE STORM DRAIN £4SEMENT FOR THE BENEFIT OF MASTER H. O.A. PER FINAL M4P 16038. CONSTRUCTION NOTES 0 PRIVATE 8" P.V.C. SEWER MAIN. (DWG. NO. 484-5E). 0 PRIVATE 4"-6" P.V.C. DOMESTIC WATER. (DWG. NO. 484-5E). 0 PRIVATE 8" P.V.C. FIRE SERVICE MAIN. (DWC. NO. 484-5E). 0 PRIVATE 18" HDPE STORM DRAIN. (DWG. NO. 484-5C). 0 PRIVATE 24" R.C.P. STORM DRAIN. (DWC. NO. 484-5C). 0 PRIVATE 6" TYPE "G" CURB AND GUTTER. (DWC. NO. 484-5E}. 0 PRIVATE o• CURB. (DWG. NO. 484-5E). 0 PRIVATE 4" ROLLED CURB. (DWG. NO. 484-5E}. 0 PRIVATE 6" STRAIGHT CURB. (DWC. NO. 484-5E}. @ PR/VA TE 6 • P. V. C. STORM DRAIN. @ PRIVATE 8" P.V.C. STORM DRAIN. @ PRIVATE 10" P.V.C. STORM DRAIN. @ PRIVATE 12" HDPE STORM DRAIN. @ DITCH DRAIN PER © @ LANDSCAPE F£4TURE (DWG. NO. 484-5R). 6 f---+---+------------1--1---1-----+-----1 fsHEE11 Cli;-Y OF CARLSBAD LU ENGINEERING DEPARTMENT--·-- SB&D~ PLANNING 1;::NGINEERING 3880 R:..rffin Road, 5ulte 120 San Oiago, Ca. 821 23 858-560-'I 'I 41 858-580-81 57 F8X SURVEYING DATE CITY BENCHMARK: 11-11-lq A,P. DESCRIPTION: CLSB-088 2" IRON PIP£ W/DISK MARKED "LS. 62/5" LOCATION: IN TOP OF CUT SLOP£ 50' NORTH OF CARLSBAD VILLAGE DR., 0. I Ml. £AST OF PONTIAC DR. DATE INITIAL RECORD FROM: ...:Rc:.:.O:.c.S,::.._l:..c7..:c.'27:..cl __________ _ ENGINEER OF WORK ELEVATION: 317.176 M.SL. DATUM: N,G.V.D. 1929 AS· SU!L T ni/S S/-lffT REPLACES S1--/ffT 9 APPROVED ON 7 /26/16; EXTEND FENCE FOR PLAN 3 AND MODIFY AREA DRAINS; 1 ENCLOSE FENCES; ADO CA Tf; LOTS 34, 37, 40; UPDATE FENCE/WALL COMBO; MODIFY SLOPES, WALKWAYS; UPDATE OVERLOOK AND TURF AREA. REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: OUARRY CREEK PLANNING AREA R-3 GR160017 PUD 15-13 APPROVED:~ JASON S. GELDj:RT ,::; to/2'tjl'l CITY ENGINEER PE 63912 EXPIR S 9 30 18 DA TE DWN BY: SB&O PROJECT NO. I DRAWING NO. ~~ ~~~ ,f.L CT 15-05 . 484-5J □ JJ § 2 (j) 2 C: ~ OJ m :0 □ :0 i 2 (j) z C ~ Ol m D □ D ~' _, z (j) 2 C: ~ Ol m JJ il C l> :e § C) 2 .lli, (j) °'2 t C: UI ~ c.. Cl m JJ CONSTRUCT/ON NOTES 0 PRIVATE 8• P.V.C. SEWER MAIN. (DWG. NO. 484-5E}. 0 0 0 0 0 0 0 0 PRIVATE 4•-6• P.V.C. DOMESTIC WATER. (DWG. NO. 484-5E}. PRIVATE 8" P.V.C. ARE SERVICE MAIN. (DWG. NO. 484-5E). PRIVATE 18' HDPE STORM DRAIN. {OM,'. NO. 484-5C}. PRIVATE 24" R.C.P. STORM DRAIN. (DWC. NO. 484-5C}. PRIVATE 6• TYPE "G" CURB AND GUTTER. (DWG. NO. 484-5E). PRIVATE o• CURB. (DWG. NO. 484-5E). PRIVATE 4" ROLLED CURB. (DWG. NO. 484-5E). PRIVATE 6" STRAIGHT CURB. (DWG. NO. 484-5£). @ INDICATES EXIST. 60• HDPE STORM DRAIN PER DWG. NO. 470-5A TO REMAIN. "AS BUil T" REVIEWED BY: · JL~ • INSPECTOR I 1·/3-19 DATE,--- PRIVATE 6" P.V.C. STORM DRAIN. PRIVATE 8• P.V.C. STORM DRAIN. PRIVATE 10" P.V.C. STORM DRAIN. DITCH DRAIN PER ® EASEMENT NOTES: ----_,,~ -' II] PUBLIC TRAIL EASEMENT PER ANAL MAP 15-05. [Ij EMERGENCY ACCESS EASEMENT PER ANAL MAP 15-05. [Zj COVENANT OF PRIVATE STORM DRAIN EASEMENT FOR THE BENEAT OF MASTER H.O.A. PER ANAL MAP 16038. GRAPHIC SCALE 10 0 10 20 30 11 I I SB&D~ PLANNING ENGINEERING SURVEYING 3990 Ruffin Road, Suir:;e 'I 2U San Diego, Clcl. 92'1 23 05&B60-11 41 858--560-8157 Fax ' "_ Ji ' ('' CITY BENCHMARK: DESCRIPTION: CLSB-088 2" IRON PIPE W/OISK MARKED "L.S. 6215" LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD ~ 40' /, RECORD FROM:_R_.o_._S._17._'2_7_1 __________ _ -M~R-Q~~-P.-~~RK._E_R,__ ___ ~~f)_•~,...~1k, ELEVATION: 317.176 M.S.L. DAlUM: N.G.V.D. 1929 VILLAGE DR., 0. I Ml. EAST OF PONTIAC DR. •. I -_[ __ _ I):: <5 ,... " 'l- " "'I '<i "i ~1 ~1 ' \ I \ \ \ I \ \ \ \ \ \ I \ \ \ I I \ \ I \ I \ I 8078 / 8081 ) l-----+--t------------+----+-----+--+------1 I SHBEET I CITY OF CARLSBAD ~, ~=::::'._.'.::::==E=N=G=IN=EE=R=IN=G=D=EP=A=R=lM=EN=T==='-=~==~ PRECISE GRADING PLANS FOR: 11·1/· N A.P. DA TE INITIAL ENGINEER OF WORK AS-BUILT I>. Tc/IS Sf/EET REPLACES SHEET 8 APPROVED ON 7 /26/16; ~ MODIFY FENCE OF UNIT 47; ADD MAILBOX LOCA T!ON, SHIFT ADA RAMP. REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DA TE INITIAL CITY APPROVAL QUARRY CREEK PLANNING AREA R-3 GR160017 PUD 15-13 APPROVE~ ./ 4 / JASON S. ~/~T Fog ' ----V{ _iQ I CITY ENGINEER PE 63912 WIRES 9 30 18 DA DWN BY: SB&O PROJECT NO. CHKD BY: .:,Ji__ CT 15-05 RVWD BY: I DRAWING NO. 484-SJ ~-------~ Cl 011 :e 0 C) ... .i:,. ... 011 ... .i:,. ' UI c.. 0 :c § 2 (j) z C s: CD m ::0 □ ::0 ~ . ....,., 2 (j) 2 C: s: ~ JJ □ :0 i z (j) 2 C s: CD m :0 0 :c I -2 (j) 2 ~ tO m :0 4 124.7 F.F. 124.0 S.G. 123.2 F.F. 122.5 S.G. REVIEWED __JLY:-- _ 7(;-/Gbc, INSPECTOR I I I I I I I - I I \-J 11-11-,q DATE ((,(]-( ~ DATE DI 811 • GRAPHIC SCALE 10 0 10 20 30 SB&D~ PLANNING ENGINEERING SURVEYING 3890 Ruffin Floed, Suite '120 San Diego, Ca. 82123 B5&5F.i(]-'I '14'1 858-560-B 1 57 Fax ------I -- - ! 1 CITY BENCHMARK: DESCRIPTION: CLSB-088 2" IRON PIPE W/01SK MARKED 'l.S. 6215" LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD f v'lLLACE DR., 0. ! Ml. EAST OF PONTIAC DR. ~ /1,t,../ RECORD FROM: _.R .... O'-".S:cc_·_:lc.c7."'27'-'1 __________ _ -M-R~~-W-PA~R-'K._'Bf..,,.___~---~h~rl~-/~~~;j~J-ELEVATION: 317.176 M.S.L. DATUM: N.C.V.D. 1929 --------~-___ , 11-1/·l'J ILP. DAlE INITIAL ENGINEER OF WORK AS-BUILT THIS SHEET REPLACES SHEET 9 APPROVED ON 7/26/16; SWITCH HANDICAP UNITS TO 60 ANO 66; EXTEND FENCE LG_ FOR PLAN J AND MODIFY AREA DRAINS; MOVE AREA DRAIN 1 FOR TRANSFORMER; ENCLOSE FENCE; ADO GATE; MODIFY WALKWAY; MOVE SLOPE. REVISION DESCRIPTION DAlE INITIAL OTHER APPROVAL 8083 I 8085 I 8084 I 8118 TRUNCATED £LEVA TIONS ALL ELEVATIONS SHOWN HEREON THAT DO NOT SHOW A VALUE IN THE "HUNDREDS POSITION" ARE TRUNCATED AND REQUIRE 100' ADDED TO GET TRUE ELEVATION. ( IT] PUBLIC TRAIL EASEMENT PER FINAL MAP 15-05. [II EMERGENCY ACCESS EASEMENT PER FINAL U4P 15-05. [Zj COVENANT OF PRIVATE STORM DRAIN EASEMENT FOR THE BENEFIT OF MASTER H. O.A. PER FINAL MAP 16038. LOT 14 OPE;V SPACF' GR160017 PUD 15-13 APPROVE,~D:...: .----~ JASON S. GELD RT E6'i:lli!R:..___,:::2:,~=~=:,d~-----I 2.-+ 'I CITY ENGINEER PE_ 6.3912£XiiESJL30 18 DATE DA 1E INITIAL CITY APPROVAL OWN BY: SB&O I PROJECT NO. I DRAWING NO. CHKD BY: :::,,'M, CT 15-05 48'~-5,J t..!:R'..!Y.!!'WD~B'..cY,__,: ===.J .,,_ ---------------- I, I ' (0 0 .... ... ... CJ I 2 (jJ 2 C: ~ m JJ CJ JJ ~ 2 (jJ 2 C s CD m JJ CJ JJ § 2 (jJ 2 C: ~ m JJ i CJ JJ ci ::e -C) 2 ~ (jJ 00 2 ~ C: <n ~ c.. CD m JJ I ~ (rj j J 123.2 F.F. 122.5 S.G :J 122.3 F.F. 121.6 S.G. 7 I I I I J I I I I \ GRAPHIC SCALE --10 0 10 20 "AS BUil T" '"~f;S;:,, 11-11-ICf DATE 11-rr-1 9 ' INSPECTOR DATE 30 DI -811 6" STEP INDICATES EXIST. 60" HOPE STORM DRAIN PER DWG. NO. 470-5A TO REMAIN. PRIVATE 6" P.V.C. STORM DRAIN. I '"'I, r·l l I' ) I ___ I · ____ ----- --------------------------------------------------------------- SB&D~ PL.ANNING ENGINEERING 3980 Rwffin Road, Sllite 'I 20 San OiE:lg□, Ca. 92'123 B58-560-'l 1 e'.J'I 858-560-B 1 57 Fax SURVEYING CITY BENCHMARK: DESCRIPTION: CLSB 088 2" IRON PIPE W/DISK MARKEO '1..S. 6215" LOCATION: r'f ~ I RECORD FROM: __,_R._... oc'c.s..,,.--'-'-t 7._.,'2.__7.,__t ----------- 1c~,:,.;..c=-:=='7!~-;"-'--'-----'--r)_·-;;1:.· I*' ELEVATION: 317. 176 M.S.L. DA TUM: -"N"-'.c,.,_,. V.c-,.0"'-. __,/-""92-,_,9c__ __ AARON PARKER I DATE IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD WLLAGE OR., 0. 1 Ml. EAST OF PONTIAC DR. , 11-11-1q A P. A£-8U/LT 10-'f-rq A p THIS SHfff REPLACES SHEU 10 APPROVED ON 7 /26/16; ffi SWITCH HANDICAP UNITS TO 72 ANO 78; EXTEND FENCE FOR PLAN .3 AND MODIFY AREA DRAINS; ENCLOSE FENCE; ADO GA TE; MODIFY WALKWAY; MOVE SLOPE. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 8085 180871 8086 I 8118 I 8076 () ---. '? ti i I ~ l,:) f,., 1:5 I ~~~ ' ~~r,,s I ~~~ 2----: §1~ f~i I I ~ c:i <ij ~ I',! s::, \0 u I!: '< ~~/:; I I 9:: 9c t; I ~~u I ( ) I 60' I 40' I I I • / i I l i ' ' ' i I I ' ' --f-J-____ / / I _.' -·--------/ I / / I I . I ,' I / i•' I / /1/ ' j/ ./' / ---r I . : I -----.,•c.._· I '----.____! IO ' ! I I I I ' I I I I I 20' / I I I I I I I I , I / ;' I . l i I . I ; ' . i i / :' I ! I i I ' I I I i I • I : I j I : I ! I I I : I I !) I:,, I I I I I I I I I I I I I I , I I I I :--------.' I ; / ' I / / , I I ' I , / ! I ! I : I , i I ! I , ! I ! I / I I • ,/ I I I ! • I I i / I I I I / / ! I : I : I : I ,' 11 LDT 14 DP£)V SPAC!-" I I I ' I I I II;,; I ::,: I I I I I I I I I i I ! I ,' ---.'-.. I ; I : I I : '" I _, -l --ri --_,--- ---11 ---/----1 --• -I Cl I I' ' ,' -L I . I : I -- 1 : / I ,' I I I I ~ 0 CITY OF CARLSBAD LlfJ J ENGINEERING DEPARTMENT PRECISE GRADING PLANS FOR: OUARRY CREEK PLANNING AREA R-3 GR160017 PUD 15-13 APPROVED~~ __a JASON S. [~ ,c/e;/1' /0 I -re<-s,g_ C' CllY ENGINEER PE 63912 EXPIRES 9/30/18 DATE DWN BY: SB&:O PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: v;;: CT 15-05 484-5J OTHER APPROVAL CITY APPROVAL RVWD BY: .I I : , I. I 2 (jJ ~ 3: Ill m :0 0 :0 ~-2 en , 2 C: 3: Ill m :.0 I ( . I j 121.4 F.F. 120.7 SG. ·~---------- SEE 19.9 F.G. H.P. ! ·1 J -------------------- SHEET 10 ------------------ ~10• MIN. ENHANC. ···· LANDSCAPE-BUFi -. ----70.43' (~ - -~~PROJECT ~- 0 o'. --------- ' ~ -· -w S,)f~ s -~-·~ 2.26. ,. 1 ~ I --I I I ( J I ( J I I I ( I I 60' "' I 1-.: ~ ~ ~!<.,I:) ~:Ji~ ~is~ :it ;'.j Cl ~~Cl . ~"-9i ( ~Cl~ ~~~ ~~~ 9::~~ ~~13 I I I I I I I I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I \ \ \ I I \ 11 I \ \ I \ \ \ -------------- TRUNCATED ELEVATIONS ALL ELEVATIONS SHOWN HEREON THAT DO NOT SHOW A VALUE IN THE "HUNDREDS POSITION" ARE TRUNCATED AND REQUIRE 100' ADDED TO GET TRUE ELEVATION. EASEMENT NOTES: [Z] PUBLIC TRAIL EASEMENT PER ANAL MAP 15-05. II] EMERGENCY ACCESS EASEMENT PER ANAL MAP 15-05. (I] COVENANT OF PR/VA TE STORM DRAIN EASEMENT FOR . THE BENEAT OF MASTER H. O.A. PER ANAL MAP 16038. CONSTRUCT/ON NOTES 0 PRIVATE 8" P.V.C. SEWER MAIN. (DWG. NO. 484-5E}. 8087 I 8089 I 8076 0 PRIVATE 4"-6" P. V.C. DOMESTIC WATER. (DWG. NO. 484-5£). 0 PRIVATE 8" P.V.C. ARE SERVICE MAIN. (DWG. NO. 484-5£). 0 0 0 PRIVATE 18" HOPE STORM DRAIN. (DWG. NO. 484-5C}. PRIVATE 24" R.C.P. STORM DRAIN. (DWG. NO. 484-5C}. PRIVATE 6" TYPE "G" CURB AND GUTTER. (DWG. NO. 484-5£). 0 PRIVATE o• CURB. (DWG. NO. 484-5£). 0 PRIVATE 4• ROLLED CURB. (DWG. NO. 484-5£). · 0 PRIVATE 6" STRAIGHT CURB. (DWG. NO. 484-5£). @) @ INDICATES EXIST. 60" HOPE STORM DRAIN PER DWG. NO. 470-.5A TO REMAIN. PR/VA TE 6 • P. V. C. STORM DRAIN. @ PRIVATE 8" P.V.C. STORM DRAIN. @ PRIVATE 10" P. V.C. STORM DRAIN. 1or 14 D PF)V /:i PA CF' 10 811 ---0 GR.4PHIC SC.4L£ 10 20 30 SB&O~ PLANNING Ef-..JG!NEERING SURVEYING 389U Huttn Road, Suite 120 San □wig□, Ca. 82123 B5&560-1 1 41 B5B-5RO-.R1 57 Fax "AS BUILT" L ~,;_,,_,q RCE fu47 EX~Z1 DATE • INSPECTOR fSHm7 CITY OF CARLSBAD ~ -!----1-----------------1-----l---+------1---l ::::L_7I__j:::::::::::==1:::::::'.-===:::::E=:N:::::G=:IN::::E::ER::::l'::::NG=D=E'::::PA::R:::::TM=EN'::::T::::==:::::.'~==J=::; 1------1--+------------------lc-----l---.l-------l------l PRECISE GRADING PLANS FOR: 11-11-/q A.P. I0-'1-IC/ AP. DATE INITIAL ENGINEER OF WORK AS-BUILT THIS SHEET REPLACES SHEET 11 APPROVED ON 7 /26/16; REMOVE HANDICAP UNI rs FROM BJ AND 84; EXTEND ffi FENCE FOR PLAN 3 AND MODIFY AREA DRAINS; UPDA T[ WA T£R METER PER CMWD DWG. NO W~5; ENCLOSE FENCE; ADD GA TE; MODIFY WALKWAY. REVISION DESCRIPTION --·-- ( ' I ! ' DATE INITIAL DATE INITIAL 01\iER APPROVAL CllY APPROVAL GR160017 QUARRY CREEK PLANNING AREA R-3 PUD 15-13 APPROVED:~//~! JASON S. G,E¢D RT R::Sl,. _,-. ~ tog ,9 CITY ENGINEER PE 63912 EXPIRES 9 30 18 DATE DWN BY: 51 L. PROJECT NO~ J DRAWING NO. ~~ ~}~ ~~ CT 15-05 484-5J I I' I I JJ ,. I 8 0 '" ll . Mc§ ~I~~ ~ 'jo-m~ ,,,,~ i: ,; 2 ,..,, lJ ~ 'ifl ,;,. Ci) ii ,Jz z"' z j! c:< ~I C 1·:;iio ;I :,J 1J ~ ~ 'Jl rr1 '~ CJL ," cc I 5! ~ m z ll m I U) 0 -( > I I I ) ' CJ :0 ... i~ ... C, 2 0 ,i:,, Gl ... CD 2 ... ... t-C: ' f s: cc m ( ll -------___ _j