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HomeMy WebLinkAboutDWG 415-9X; CT 97-13; CARLSBAD OAKS NORTH PHASE 3; 01-08GRADING NOTES (IN AOOITION TO THE REQUIREMENTS OF CHAPTER 1516 OF THE CARLSBAD MUNICIPAL CODE.) f. 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 APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECr THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTl Y SUBMITTED 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 AOOITIONAl INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN AOOITIONAL INSURED ON THE PERMITTEE's POLICY IN THE MINIMUM AMOUNT OF /f,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF ':4-" OR BETTER ANO A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISf/ED BY "BESTS' KEY RA TING GU/OE. 5 UNLESS EXEMPTED BY SECTION 30l.(b}5 OF THE UNIFORM BUILDING COOE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENr 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 OWIVER's PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENC/NEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEEr 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY Tl/£ CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENC/NEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. II. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES OUR/NG 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 ENC/NEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT Will BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING OA YS OF THE COMPLETION OF FIELD TESTS. IJ. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTl/NEO IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERM/r ALL CONTROLLED GRADING SHALL BE OONE UNDER THE 0/RECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY 00/NC BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. All FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANOARO SPECIFICATIONS ANO THE "EARTHWORK SPECIF/CATIONS" ATTACHED TO THE PRELIMINARY SOILS INVEST/CAT/ON. DAil Y FIELD COMPACTION REPORTS Will BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK ANO SHALL BE ATTENDED BY All REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION. TESTING ANO All OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHAil REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (160) 438-3891 AT LEAST F!VE(5} WORKING OAYS PRIOR TO START/NC CONSTRUCTION. THE CONTRACTOR Will THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A OAT£ AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED ORA'MNCS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRAD/NC PERMIT 'Mll BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15 ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEET/NC 'MLL BE MAO£ BY CALLING THE ENGINEERING 24-f/OUR INSPECTION REQUEST LINE AT {760)4J8-J89f. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2.·00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEOEO. INSPECTIONS 'Mll BE MADE Tf/E NEXT WORKDAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2·00 P.M. Will BE SCHEDULED FOR TWO FULL WORK DA YS LATER. 16. THE OW/VER ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN. CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORM/NC TO ALL LOCAL, STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS AND REGULATIONS. f 7. lliE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENC/NEER AND/OR CONCERNED AGENCY SHOWING lliE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM lliE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCf/ TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR All TRENCHES FIVE FEET (5'} OR MORE IN DEPlli AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY lliE CONSTRUCT/ON SAFETY ORDERS. Till£ 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 BLASl/NG 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 OR PALEOLOGICAL RESOURCES ARE DISCOVERED 'MTHIN ANY WORK AREA OUR/NG CONSTRUCllON. OPERA l/ONS WILL CEASE IMMEDIATELY AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PER!rl/TTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 20. ALL OPERATIONS CONOUCTEO ON THE SITE OR ADJACENT THERETO, INCLUOING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERAl/ON OF TRUCKS. EARlliMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIM/TEO TO lliE PER/00 BETWEEN 7.·00 A.M. ANO 6:00 P.M. EACH OAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIOA YS. (A LIST OF CITY HOLIOA YS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. All OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING OA YS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE OEPOS/TEO 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 RESUl T OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY 'MTHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMO VEO UNLESS SPECIF/CALL Y NO TEO ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESUl TING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25 lliESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED Sl'IPPP ANO/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY lliE PROJECT INSPECTOR. 26. All SLOPES SHALL BE TR/Ir/MEO TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTION. lliE SITE SHALL BE LEFT IN A NEAT ANO OROERl Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO 0/SPOSEO OF AT A SITE APPROl/£0 OF BY lliE CITY ENGINEER. 21. ALL SLOPES SHALL BE /RR/GA TEO, STABILIZED, PLANTED ANO/OR HYOROSEEDED WITHIN TEN (10) DAYS OF THE TIME WI-IEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. NOTE!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ©2016 O'Day Consultants, Inc. CARLSBAD OAKS PHASE 3 C. T. 97-13 NORTH 28. LANDSCAPING SHALL BE ACCOMPLISHED ON All SLOPES ANO PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, ORA'MNG NO. 415-90, ANO/OR AS DIRECTED BY THE CITY ENGINEER OR CITY PLANNER. 29. lliE OWNER/APPLICANT SHALL INSURE THAT All CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH lliAT SHOWN ON BOTH THE LANDSCAPE ANO IRRIGATION PLANS ANO THE IMPRO'IEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE 'MTH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. WI-IERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESUl T OF THE GRADING OPERATION, IT SHALL BE RElr/01/£0 WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED 'MTH PROPERl Y COMPACTEO SOILS. IN OTHER AREAS THE PIPE 'Mll BE PLUGGED 'Mlli CONCRETE OR RElr/0'1£0 AS APPROl/£0 BY THE CITY ENGINEER. Jf. THE CONTRACTOR SHALL VERIFY THE LOCATION OF All EXISTING FACILITIES (ABO'IEG/i'OUNO ANO UNDER GROUND} WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND lliAT lliE ACTUAL lOCA TIONS ARE IN CONFLICT 'MTH THE PROPOSED WORK. J2 THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW} AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES ANO SHALL COOROINA TE THE WORK Willi A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SOG&E AT&T TIME WARNER CABLE COX COMMUN/CATIONS CITY OF CARLSBAD (STREETS & STORM DRAIN} CITY OF CARLSBAD (SEWER,WATER & RECYCLED WATER) SAN 0/EGU/TO WATER DISTRICT LEUCADIA WASTEWATER DISTRICT VALLECITOS WATER DISTRICT OLIVENHAIN WATER DISTRICT BUENA SANITATION DISTRICT JJ. PERMIT COMPLIANCE REQUIREMENTS.· (800) 422-4/JJ (800) 411-7343 (800) 892-0123 (160} 438-7741 (619) 262-1122 (760) 434-2980 (760) 438-2722 (160} 633-2650 (160) 753-0155 (160) 744-0460 (160) 753-6466 (160} 726-!340 (x/330) A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL lliE WORK IN PROGRESS /1516.120 A.8/ CARLSBAD MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR /15.16.120 A.!Oj CARLSBAD MUNICIPAL CODE.· (f) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING All GRADING IS COMPLETE. All EROSION CONTROL, SLOPE PLANTING ANO /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE ANO THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUil T GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WI-I/CH INCLUDES RECOMMENDED SOil BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, ANO SUMMARIES OF FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE Willi THE REQUIREMENTS ANO RECOMMENDATIONS OUTLINED IN lliE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO, (4) REPORT Willi AS-BUil T GEOLOGIC PLAN. IF REQUIRED BY THE CITY. J4. UNLESS A GRADING PERMIT FOR lli/S PROJECT IS ISSUED WITHIN ONE (t) YEAR AFTER Tl-IE CITY ENGINEER's APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUB!rl/ TTEO FOR PLAN.CHECK. PLAN.CHECK FEES 'Mll BE REQUIRED FOR ANY SUCH RECIIECK. J5. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, All STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDEO TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDEO TO THE SATISFACTION OF lliE CITY ENGINEER. ENGINEERS NOTES I. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED GRADING ANO IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE OEAOUNE DATE OF THE IMPROVEMENT AGREEMENT. 2 THE EXISTENCE ANO lOCA TION OF UTILITY STRUCTURES ANO FACILITIES SHOWN ON lliE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF lliE A VA!lABLE RECORDS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OlliER UTILITY FACILITIES OR STRUCTURES NOT SHOWIV OR IN A LOCATION 0/FFERENT FROM THAT SHOWIV ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT lliE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. J. THE CONTRACTOR SHALL VERIFY THE lOCA TION OF All EX/Sl/NG FACILITIES (ABOVEGROUND ANO UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCl/ON TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT 'MTH THE PROPOSED WORK. GEOTECHNICAL NOTE PRIOR TO ISSUANCE OF A GRADING PERMIT FOR THIS PROJECT, AN UPDATED GEOTECHNICAl REPORT SHALL BE REVIEWED BY THE CITY OF CARlSBAO's ENGINEERING OEPARTMENr CHANGES TO THESE PLANS MAY BE REQUIRED BASED ON THAT REVIEW. c~/??~, s 2710 Loker Avenue West DECLARATION OF RESPONSIBLE CHARGE I f/EREBY DECLARE THAT I AM lliE ENGINEER OF WORK FOR lli/S PROJECT, lliAT I I/A 'IE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, ANO THAT THE OESIGN IS CONSISTENT 'MTH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 0 :OA Y CONSUL TAN TS, INC. 2710 LOKER A VENUE WEST, STE. 100 CARLSBAD, CALIFORNIA 92010 (760) 931-7700 ~a4 DATE.· 7M TIMOTHY 0. CARROLL, JR. R. C.E. NO. 55381 EXP. 12/31/16 SOILS ENGINEER'S CERTIFICATE OfESSt "' . 'f, ti)~ ----~:z "' .., 'ti NO. 55~81 f;} * * J>"1,>; CIVlc f/;..fi:.''>; < OF CA\.l'i\J !, EMILIO Al VARAOO , A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANO STUDY OF THE SOil CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY GEOCON. INC. OR UNDER MY DIRECTION BETWEEN THE OATES OF SEPTEMBER, 2004 ANO MAY, 2008. TWO COPIES OF THE SOILS REPORT COMP/LEO FROM THIS STUDY, WITH MY RECOMMENDATIONS, f/AS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. \' /· ~~/:_~ . (__~ --- CITY OF OCEANSIDE PACIF'IC OCEAN .. ;n j CITY OF VISTr:.A-"""'" 'WHIPTAIL LOOP CITY OF ENCINITAS VICINITY MAP NO SCALE SITE EROSION CONTROL NOTES-SE£ SHEET 2 R.C.E NO .. ·_ ~6=69~1=5 _______ _ DATE _'}h2-.~(_1 (o ___ _ LICENSE EXPIRATION DATE 7( SO !L<o OWNER'S CERTIFICATE I /WEI HEREBY CERTIFY THAT A REG/STEREO SOILS ENGINEER OR GEOLOGIST HAS BEEN OR Will BE RETAINED TO SUPERVISE OVER-All GRADING ACTIVITY ANO ADVISE ON THE COMPACTION ANO STABILITY OF THIS SI TE. NA~~ pres,~,d- TI Tl£: BASIS OF BEARINGS Tf/E BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM NA08J, ZONE 6, BASED UPON THE GRID BEARING BETWEEN PT. NO. 78 ANO Pr NO. 1/ AS DESCRIBED IN RECORD OF SURVEY NO. 17271, I.E. N26'28'20t SOURCE OF TOPOGRAPHY BASE TOPOGRAPHY SHOWN FOR PHASE 2 & OFFS/TE AREAS ON THESE PLANS WAS GENERA TEO BY AERIAL TOPOGRAPHIC SURVEY BY SAN-LO AERIAL SURVEYS ON MARCH 14, 1996. PHASE I BASE TOPOGRAPHY AS SHOWN ON THESE PLANS IS PER CITY OF CARLSBAD owe. No. 4f5-9A. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCA TEO WITHIN ASSESSORS PARCEL No. 209-120-f 7 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 1994 E 6252. LEGAL DESCRIPTION A PORTION OF LOT "8" OF RANCHO AGUA HEDIONOA, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP lliEREOF NO. 823, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 16, 1896. ROCK CRUSHING NOTE CIVIL ENGINEER/LAND SURVEYOR • 0 DA Y CONSUL TAN TS, INC. 2710 LOKER AVENUE ffEST, SUITE 100 CARLSBAD, CA. 92010 (160) 931-7700 FLOOD ZONE DESIGNATION CITY OF CARLSBAD FIRM MAP No. 06073 C 0768F & 0768F OA TEO JUNE 19, 1997 ZONE X -AREAS OUTS/OE THE 500 YEAR FLOOD PLAIN REFERENCE DRAWINGS CARLSBAD OAKS NORTH PHASE-! IMPROVEMENT PLANS (OWC. No. 415-9} & GRADING ANO EROSION CONTROL PLANS (OWC. No. 415-9A) CARLSBAD OAKS NORTH Pf/ASE-2 IMPROVEMENT PLANS (owe. No. 4f5-9J} & GRADING ANO EROSION CONTROL PLANS (OWG. No. 415-91) EARTHWORK QUANTITIES CUT.· 203. 200 CY ------ Fill: 233,200 CY --~~~- BULK: JO. 000 CY EXPORT: 0 CY NOTES.· f. THESE QUANT/l/ES ARE FOR BONDING PURPOSES ONLY. CONTRACTOR TO I/ER/FY TO HIS SA l/SFACTION. 2 CONTRACTOR SHALL SUBMIT ANO RECEIVE APPROVAL FROM CITY FOR HAUL ROUTES PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO OR FROM THE SITE. NO ROCK CRUSHING ACTIVITIES SHALL BE ALLOWED 'Mlli/N 850 FEET OF: f) lliE DAWSON LOS MONOS RESERVE LOCATED TO THE NORTH OF THE PROJECT AREA; ANO 2} THE RESIDENT/Al USES LOCA TEO TO lliE EAST OF lliE PROJECT AREA. VEGETATION CLEARING NOTE CLEARING OF VEGETATION. INCLUDING All NATIVE HABITAT AS WELL AS NON-NAl/VE GRASSLAND, SHALL BE PERFORMED FROM SEPTEMBER f TO FEBRUARY 14. BMP NOTE EACH LOT Will REQUIRE FURlliER STRUCTURAL TREATMENT BMP's AT THE TIME OF DEVELOPMENT DESIGNED BY: H.R. DRAWN BY: LG., G.M. PROJECT MGR.: T.O.C. REVISED JULY 2016 REVISED MARCH 2016 DATE: MARCH 2016 SCALE: AS SHOWN JOB NO.: 96-1005 BENCHMARK: DESCRIPTION: 2" ALUMINUM DISC STAMPED CPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORlli SIDE OF PALOMAR AIRPORT ROAD, JOO FEET ffEST OF MELROSE DRIVE 7C I:. '\AS-81/ILr WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF All CUTS ANO FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, ANO PLANTING OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC ,I/APS ANO REPORTS, All AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION. AS DIRECTED BY THE CITY ENGINEER. I. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS. J. THIS SET OF PLANS. 4. RESOLUTION NOs. 5244 -5252 DATED AUGUST 21, 2002. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK}. 6. SOILS REPORTS ANO RECOMMENDATIONS BY GEOCON INCORPORATED DATED OCTOBER 21, 2004 ANO UPOATE GEOTECHNICAL REPORT DATED ,!JAY 24, 2016. 7. THE SAN 0/EGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. ENVIRONMENTAL APPROVAL DOCUMENTS DATED AUGUST 21, 2002 RES. NO. 5244. 9. STORMWATER POLLUTION CONTROL PLAN (SWPPP) PREPARED BY O'oAY CONSULTANTS, INC., SW 16-164 OATEO JUNE 17, 2016, W0/0 NO. q ?JIJ:.:2IZJ.?..</._REC. _ 8p.5/&_ 10. CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STORMWATER BEST MANAGEMENT PRACTICES, CONSTRUCTION HANDBOOK,· ANO THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP} MANUAL. LEGEND DESCRIPTION STD, OWG, SUBDIVISION BOUNDARY. RIGHT-OF-WAY LINE .................... . LOT LINES ............................. . EXISTING CONTOUR. . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED CONTOUR. . . . . . . . . . . . . . . . . . . . . . . . DAYLIGHT LINE. . . . . . . . . . . . . . . . . . . . . . . . . . . . CUT/ Fill LINE. . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING SPOT ELEVATION. . . . . . . . . . . . . . . . . . . . . . EXISTING FlOWLINE ELEVATION. .................. . SYMBOL ------ --------200-- ----..;!00--.__ _,_ -J..--- ·-,1 __c__1, - . ~ -~ EXISTING SLOPES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . CUT OR Fill SLOPE LINES ....................... =i,' 1f~Z·I U4X FlOWLINE ELEVATION ........................ . HIGH POINT SPOT ELEVATIONS. . FINISHED GRADE SPOT ELEVATIONS. . . . . . . . . . . . . . . . . . LINE OF SIGHT. . . . . . . . . . . . . . . . . . . . . . . . . . . EARTH SWALE. . . . . . . . . . . . . . . . .DETAIL SHT. J. . . . BROW 0/TCH ................. 0-75• TYPE 'o'. .. . RIP-RAP. . . . . . . . . . . . . . . . . . .0-40f . . . . . . . . PRIVATE TYPE 'F' CATCH BASIN ........ 0-7. (MOO. PER SHT. J) 200.00 Fl 200.00 HP -200./J._ --------& --- PRIVATE TYPE 11-4' CLEAN our ....... D-9. . . . . . . . . @] MOO. EX. TYPE 11-4' CLEAN OUT ....... 0-9. . . . . . . . . @] PRIVATE WING-TYPE HEADWALL. . . . . . . .0-34. . . . . . . . . . r\ J6" H.D.P.E. PVT. STORM DRAIN . . . .0-60. . . . . . . . . . ---50--- 24" RCP PVr STORM DRAIN (1350-0}. . . .0-60. . . . . . . . . . ---50--- 24' H.O.P.E. PVT. STORM DRAIN (HANCOR Hl-0 OR EOUIV.) .... 0-60. . . ---50--- TEMPORARY OES!ll BASIN. . . . . . . . . . . DS-3 (CARLSBAD) (DETAIL SHT J) PRIVATE SUBORAIN. . . . . . . . . . . . . . .PER SOILS REPORT. . ENVIRONMENTAL FENCE. . . . . . . . . . . . DETAIL, SHr J. . .. CURB & GUT/ER, 6' TYPE 'G'. . . . . . . . G-2. . ...... . SIDEWALK. . . . . . . . . . . . . . . . . . G-1. ....... . ' MOOIFIEO BY CITY OF CARLSBAD ENGINEERING STANDARDS SHEET INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET & NOTES 2 KEY MAP & EROSION CONTROL NOTES J DETAILS, MISC. SECTIONS, & TABLES 4-6 GRADING PLANS 7 PVT. STORM DRAIN PROFILES --EF--- QUANTITY 4300 lF 180 lF J CY 2 EA I EA 1 EA 1 EA 280 lF 91 lF 152 lF J EA 42 lF 2,355 lF 104 lF 520 LF "AS-BUILT" ~ 6L sjJ/J_7 TIMOTHY 0. CARROLL, JR. R.C.E. 55381 EXP. 12/31/18 DATE - . REl,~ED BY:u~ Li aifrrJ . ~f-u-LCI..__ INSPECTOR DATE I SH1ET I CITY OF CARLSBAD I SH7TS I ENGINEERING DEPARTMENT ROUCH GRAD/NC PLANS FOR: CARLSBAO OAKS NORTH PHASE J TITLE SH££T . CT 97-fJ APPRO:!t_!». S. GELDERT r./J_/;t, CITY i;/{GINEER RCE 63912 EXPIRES 09/30/16 DATE Civil Engineering ENGINEER OF WORK: Suite 100 Planning ~(/4 Carlsbad, Colifornlo 92010 Processing RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71} µ,41117 4.?'l/17 -re.. ', T!:MP. .511 rLE F'JtCM t.£Jr 2,. 51-fi. 1o 411rt11 "«-DWN BY: ---::r1-PROJECT NO. DRAWING NO. DATE:7~ 760-931-7700 Surveying Fox: 760-931-86B0 www.odoyconsultonts.com TIMOTHY 0. CARROLL, JR. RCE: 55 81 ELEVATION: 444.00 M.S.L. DATUM: NGVD 1929 DATE INITIAL ENGINEER OF WORK l:\961005\9605CGQL,J.vg /v;g. 08, 2D08 1;28JJm Xrtifs. 9605C2-AN: 9605'/IC; 9605C2G DATE INITIAL DATE INITIAL C. T. 97-13 415-9X REVISION DESCRIPTION CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: £ROS/ON CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT FRAN RIO/MONO AT (619) 318-8505. 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL 8£ MAO£ A VAILA8LE AT ALL TIMES OUR/NG THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL 8£ STOCKPILED ON SIT£ AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY 8£ REQUIRED 8Y THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS QR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL 8£ RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA T£ A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROV/OED PER THE APPROVED GRADING PLAN SHALL 8£ INC0RPORA TEO HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOI/A8LE PROTECTIVE DEi/iCES SHOWN SHALL 8£ IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PR08A8/LITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL 8£ REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE. 11. SHOULD GERMINATION OF HY0ROSEE0E0 SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED 8Y PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY £ROS/ON CONTROL PLANTING ANO IRRIGATION ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TI0N SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS ANO THE FOLLOWING: A. HYDROSEE0ING SHALL 8£ APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGi-iT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCI-IE0ULE0 FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS /-I/GI-IL Y I/ISI8LE TO Tl-IE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIA T£ TREATMENT. B. HYDROSEEOE0 AREAS SHALL BE /RR/GA TEO IN ACCORDANCE WIT/-/ THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER ANO TI-IAT ARE: a. Tl-IRE£ TO EIGI-IT FEET IN HEIGHT SHALL BE /RR/GA TEO BY HANO WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HE:A0S PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER /-/EADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS TI-/AN 6: 1 S1-/ALL BE /RR/GA TEO AS APPROVED 8Y Tl-IE CITY ENGINEER, PRIOR TO 1-/Y0ROSEEDING Tl-IE DEVELOPER $/-/ALL SUBMIT A PROPOSED SCI-IEME TO PROV/OE /RR/GA TI0N TO Tl-IE CITY ENGINEER. THE PROPOSAL SHALL 8£ SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSTS OF THE ELEMENTS OF THE TH[ PROPOSED SYSTEM. 3. !RR/GA TI0N SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT Tl-IE OPTIMUM LEVEL FOR THE GROWT/-1 OF THE HY0R0SEEDE0 GROWTH. C. HY0ROSEE0ING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: /. SEED MIX SHALL CONSIST OF NO LESS TI-IAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIF0RNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEF0L/A e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORP/-IOLECA g. ITEMS c,d,e, ANO f OF T/-11S SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE Tl-IE AREA BEING 1-/YDR0SEE0E0 IS NOT VISIBLE FROM EITI-IER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF T/-1/S SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA ANO APPLIED ORY EITHER 8Y OR/LUNG OR BROADCASTING BEFORE HY0R0SEEDING. i. ALL SEED MA TEHIALS SHALL 8£ TRANSPORTED TO Tl-IE JOBS/TE IN UNOPENED CONTAINERS WITH Tl-IE CALIFORNIA DEPARTMENT OF FOOD ANO AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. N0N-PHYTO-TOXIC WETTING AGENTS MAY 8£ ADDEO TO THE HYDROSEE0 SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULC/-1 APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY 8£ SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST 8E ANCI-IORE0 TO THE SLOPE BY MECI-IANICALL Y PUNC/-1/NG NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PI-IOSPHA T£ SULFA TE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D AREAS TO 8£ HY0R0SEEDED SHALL BE PREPARED PRIOR TO HY0ROSEE0ING BY: 1. ROUGHENING Tr/£ SURFACE TO BE PLANTED 8Y ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER TI-/AN 6: 1 b. /-/ARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO TI-IAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROV/OE A DAMP 8UT NOT SA TURA TEO SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWT/-1. E. HYDR0SEED[0 AREAS SHALL B[ MA I NTA I N[0 TO PROV I DE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WI-IERE 1-/Y0R0SEE0ING IS THE THE PERMANENT LANDSCAPING, UNTIL Tr/£ PROJECT IS COMPLETED ANO ALL BONDS RELEASED. NOT£!! ELECTRONIC OATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR 'IERTICAL SUR'IEY CONTROL ©2016 O'Day Consultants, Inc. NOT£!! ELECTRONIC OATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR 'IERTICAL SUR'IEY CONTROL c~/~ft?, DESIGNED BY; H.R. DRAWN BY; T.G., G.M. PROJECT MGR.: r.o.c. s 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning ~(~ Carlsbad, Californlo 92010 Processing 760-931-7700 Surveying Fox: 760-931-8680 www.odoyconsulton ts.corn TIMOTHY 0. CARROLL, JR. KEY LEGEND SHEET NO ........................... . IT] @ LOT NO. (PHASE 3). ................... . LOT NO. (PHASE !}. ................... . 0 LOT NO. (PHASE 2}. . . . . . . . . . . . . . . . . . . . . ' CRAOINC COMPLETED WITH PHASE 2. REVISED MARCH 2016 DATE; MARCH 2016 SCALE; AS SHOWN JOB NO.: 96-1005 DATE:1~6' RCE: 553 1 BENCHMARK: DESCRIPTION: 2" ALUMINUM 0/SC STAMPED GPS CONTROL Pf 2002 LOCATION: IN SIDEWALK NORTH SIOE OF PALOMAR AIRPORT ROAD, 300 FEET WEST OF MELROSE OR/VE RECORD FROM: R.O.S. NO. 17271 (Pf NO. 71) ELEVATION: 444.00 MSL. DATUM: NG'VO 1929 KEY MAP SCALF !" = 200' o· 50• 200· 100 400' SCALE: 1'' = 200' j (j) I SH££T INDEX SHEET NO, I 2 3 4-6 7 OESCRIPTION TITLE SHEET & NOTES KEY MAP & EROSION CONTROL NOT[S O[TA/LS, MISC. SECTIONS & TABLES GRADING PLANS PVT. STORM DRAIN PROFILES "A -BUILT" ~ 4 _,)9;(:;, TIMOTHY 0. CARROLL,R. R.C.E. 55381 EXP. 12/31/18 DATE l---l--+------------j--j----J---i--, I SH2EET I CITY OF CARLSBAD I SHE7ETS I ENGINEERING DEPARTMENT ~==-===========-===; [2/9/17 rt DATE INITIAL 0AS-8UllT DATE INITIAL DATE INITIAL ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 1. \961005\_Pi-1o~~J\G,udir1y\9605C2G02.dl'<g Moy 27, 2IJ16 9, 08om ROUGH CRAOINC PLANS FOR: CARLSBAD OAKS NORTH PHASE J CT 97-IJ APPRO~F)o/' JJS£N,7i,:_~_LD_E_R_T--~~ '-4'-/i&~ip 1-f'l/.f.&_ - CITY n• !NEER RCE 63912 EXPIRES 09/30/16 DATE DWN BY: -,r-- CHKD BY: _,7{;.='-~- RVWD BY: PROJECT NO. C. T. 97-13 DRAWING NO. 415-9X x,~r,. 860JA51R, 960585IR. 9605CGRD, 9605CSIR: 9605IP15: 960SCGRD-CC1: 9605BGRD-CC1, 9605AN. 9605,\UIL: 96056UTL; 9605CZ[OPO. 09l8BGRD; 9605C:.IGRO-Lot2J; 9605C2UTL, 9605C2MAP; 9605C2.G; 9605C2.GLY '. 4" BARS = RIM PER PLAN CMP RISER (OIAMETER PER TABLE THIS SHEET) TACK WELO 1/2" MESH SCREEN 01/ER HOLES. SEE OA TA TABLE FOR HOLE SIZE -- CONCRETE ANCHOR BLOCK 5 SACK/C. Y. CONCRETE ANTI-VORTEX PLATE J' MAX. F, A 12"MIN. CONC ANCHOR 560-C-3250 DETAIL -DES/LT/NG BASIN OUTLET DETAIL NOT TO SCALE 0.0. + 4' MIN. 2' IMIN. ...... •,·:··. • .... I, •,•.'• ~ ... ~ . :,·?. ·,·: ·, ,►.'7 ',: ', ,:y', ,:: ;•T•',:9', "', •~ ][ ~ • • •• 7 " .... ' .. ' . . .. ... ;. . ... ;. . ' :,:r . ' , J/B"x 12"x 201 STEEL PLATE \ ... : Y. OUTS/OE 0/A. ;a,; ----•• , I' ... ~ ',:,' '. ', OUTLET PIPE ,. .... !:: • , .. /4. i- " • . ~ ' ' •, .... c:; :,•~. '. ' • " . '· . --<::i .. . ... .. . . . .... ,.'y',,►,"••·· • ,., .,,, .. ·•r•,·• ;•, .... :,•?•!•· •,: I ;;,: •.' ,•.'• •,•;. ,:.t. ;• T, ',:y' • ',. ' • ,;. ~ .... • ,,~•: •, v',T,',,•,"'• •,• • " '. ····•l'• ...... ,,.. ,:,•,, •', ::.;· 1' •' ' • ' I' , V ', ••• ~•T• ,: .. ,:v ... , " 8 CONCRETE ANTI-SEEP RING DETAIL NOT TO SCALE 12 WELOEO TYP . l/2"x 1/2" STEEL STRAP Willi J/8" BOLT REBAR WELOEO TO STRAP 6" 0. C. DETAIL -GRAT£ ASSEMBLY NOT TO SCALE NOTE: HOT 0/P CALVANIZE ALL STEEL AF!ER FABRICAllON ' 0 = STANOPIPE 0/AMETER PER TABLE lll/S SHEET STANDPIPE DEWATER/NG HOLE DATA TABLE LOT HOLE NO. DIAMETER 2.J 2 (V !" (WEST BASIN) 23 2 ~ ! !/2" (NORTII BASIN) 23 (SOUTII BASIN) NOT£!! ELECTRONIC OATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERllCAL SURVEY CONTROL 2 ~ 2" HOLE CEl'lTERUNE ELEVATION STANDPIPE I @ 39/.8 I@ 389.8 18" 2@ 376.8 2 @374.8 42" 2@ 368.0 2@ 366.0 42" '?'i<ofESS [:5l " g--'t', Cl)~ ---..... ,::0 z '-" ,,, 'aJ. NO. 55381 f;/ * v.q,,. c1v11. © 2016 O'Day Consultants, Inc. 'OF CAI.It ------ CONCRETE CUT-OFF WALL PER SORSO 0-72 2' MIN. ~- 5: I I 5• PLAN SECTION A-A DETAIL B r 5• I L B CONCRETE CHANNEL PER SORSO 0-70 BOTTOM WIOTH = 6' 0.5' OUTLET PIPE PER PLAN CATCH BASIN & SPILLWAY 72' 26' 26' 19' UP TO 36" STORM ORAIN 12" WATER MAIN 8" R£C. WAT£R NOT TO SCALE TYPICAL UTILITY SECTION 6' CONCRETE SP/LLWA Y SIMILAR TO 0-10 SECTION 8-8 DETAIL CONCRETE SPILLWAY 10'± oc 5' X I.JJ LB T 'T' POST W/BURIAL WINC (TYP.) OR OTHER STAKINC METHOO AS APPROVED BY ENC/NEER/NC INSPECTOR. NOT TO SCALE TO'± OC ENVIRONMENTAL FENCE NOT TO SCALE C~/~~T DESIGNED BY: H.R. DRAWN BY: T.G., G.M. PROJECT MGR.: T.O.C. s 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: 6" .,,.---ORANGE CONSTRUCTION FENCE ANCHOR A Tf'ACH POST (TYP. REVISED MARCH 2016 DATE: MARCH 2016 SCALE: AS SHOWN JOB NO.: 96-1005 Suite 100 Planning ~C~I Carlsbad, California 92010 Processing DATE:7M 760-931-7700 Sur>Jeying Fax: 760-931-8680 www.odaycam1ultants.com TIMOTHY 0. CARROLL, JR. RCE: 55381 NOT TO SCALE SILT FENCE TO BE PLACED I' BEYOND TIIE UL llMA lE LIMIT OF CRAOINC. 2" x 2" WOOD POST (ENWRONMENTAL FENCE !' MIN. 6" MIN. PLACE F/LlER FABR/C1 "MIN. MATERIAL ON UPHILL SIDE OF POSTS PER DETAIL ON SHEET 6. 4" MIN. 4' MIN. 6" NOTE: SILT FENCE MUST BE INSTALLED PRIOR TO 1/ECATAllON REMOVAL Fl.OW - NCE/SILT FENCE SECTION ENVIRONMENTAL FE. BENCHMARK: DESCRIPTION: 2" ALUMINUM OISC STAMPED CPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTII SIDE OF PALOMAR AIRPORT ROAD, JOO FEET WEST OF MELROSE OR/1/E RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71) ELEVATION: 444.00 M.S.L DATUM: NGVD 1929 NO T TO SCALE 5/ii)11 re t2\ Af-8//IL1 DATE INITIAL ENGINEER OF WORK REVISION I· \'361005\_Pha~e3\Grading\%05C2G0.3.dl'l'l Mo1 2/, 2016 '3: 10Gm Xrefs 9605C2G DESCRIPTION R/W "'?-.,,. 0.5' ~-r. 11,~'I-· i--' 10' 5' 4.5 ! 'MIN. 12' 26' f 26' 4" A.C. PVMT. & BASE EXIST. WH/PTAIL LOOP NOT TO SCALE 5' I-----------'----- R/W 10' 4.5 w· 0-~i:I:· i·' GRADED SWALE@ TOP OF SLOP£ NOT TO SCALE ~6-BU IL T" ~ L Sf!.91?? TIMOTHY 0. CARROLL, JR. ~ R.C.E. 55381 EXP. 12/31 / 18 DATE .ll. REV FJfl/!Y: 0~ 6 /; ~t/..!_/rL INSPECTOR DATE I SHJET I CITY OF CARLSBAD I SH7TS I ENGINEERING DEPARTMENT ROUGH GRADING PLANS FOR: CARLSBAO OAKS NORTH PHASE J CT 97-IJ APPROVE~L&:GELDERT 9/J_}A_ CITY ENGll.rl ER RCE 63912 EXPIRES 09 /3Q/16 DATE DWN BY: J/..-PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 97-13 415-9X NOT£!! ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ©2016 O'Day Consultants, Inc. C~/~ft?T s 2710 Loker Avenue West Civil Engineering Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Surveying Fux: 760-931-8680 www.odayconsultonts.com REVISED MARCH 2D16 DESIGNED BY: H.R. DATE: MARCH 2016 DRAWN BY: LG .. G.M. SCALE: 1 ";;;;:50' PROJECT MGR.: T.O.C. JOB NO,: 96-1005 ~F (Kj // / DATE:7/~ TIMOTHY 0. CARROLL, JR. RCE: 55381 BENCHMARK: DESCRIPTION: 2• ALIJM/NIJM OISC STAMPEO CPS CONTROL PT. 2002 LOCATION: IN SIOEWAU< NORTH 5/0£ OF PALOMAR AIRPORT ROAO, JOO FEET WEST OF MELROSE OR/VE RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71) ELEVATION; 444,00 M.S.L, DATUM; NGVO 1929 ' \ ' ' ~ , E:X!ST, I ' SIJBORA/N ' \ ' ' I ' I ; ' ' o· NO I 2 3 100' 50 SCALE: 1" = 50' PVT. STORM DRAIN DA TA DELTA/BtARING RADIUS LENGTH REMARKS N 23'40'51" E --91.26' 24" RCP N 2072'50" E --79.59' 24" HOPE N 20V0'.2!" E 35.39' • • OESILTING BASINS SHOWN ARE FOR !NT£R/N EROSION CONTROL PIJRPOSES ONLY. FINAL 0£S!GN OF PERl,/ANENT TR£ATNENT 81,/PS P£R CIJRRENT CITY OF CARLSBAO BMP NANI/Al Will BE R£QIJIR£0 PRIOR TO APPROVAL OF FIil/JR£ ON-LOT OEVELOPMENT ANO PRECISE CRAO/NG. "AS-BUILT" ~ ~ s /rc;;{;;L_ TIMOTHY 0. CARROLL, JR. R.C.E. 55381 EXP. 12/31/18 DATE INSPECTOR _:1~/..L.'-11 _ DATE 1---1---+------------+-----l---l-----l----ll sH4EET I CITY OF CARLSBAD I sHE7ETs I ::==::::::'....'.::::==:::::E:::N:::::G:::::IN::::E::::ER::::l:::N::::G=D:::E:::P:::A:::RT:::M::::E:::N:::T==::'....':=:::::=='. ROUGH GRADING PLANS FOR: CARLSBAD OAKS NORTH PHASE 3 er 97-tJ APPROVE:dJ.:7-M_E_LD_E_R_T ____ 9)tDIA1TtlE ~---J-,-----+-rc--:-,----::---c----------------l------l----+---+----1 CITY ENGlf' R RCE 63912 EXPIRES 09 30 16 ~ ~9 17 17:. -S-BUllT' DATE INITIAL DWN BY: -,,.-PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKO BY: , (.t_ ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 97-fJ 415-9X l;\961005\....Pl1a511J\Crudir19\9605C2G04.d·o19 May 27, 2016 9;11um Xrefs; 9605ASTR; 9605BSIB; 96056UTl-CCl; 9605C2G; 9605C2T0P0; 9605C2Slil; 9605C2Ull; 9605C2GR0-Lot2J: 9605C2MAP NO(E!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL © 2016 O'Day Consultants, Inc. SEE SHEET No. 4 \ PROJECT MGR.: T.0.C. REVISED JULY 2016 REVISED MARCH 2016 DATE: MARCH 2016 SCALE: 1 "=50' JOB NO.: 96-1005 0 /~~ DESIGNED BY: _H._R. __ DRAWN BY: lG., G.M. C O N S U L T A N '=r-=s--1---------------, 2710 Loker A11enue West Suite 100 Carlsbdd, California 92010 760-931-7700 fox: 760-931-8680 www.odoyconsultants.com Clvll Engineering Planning Processing Surveying ENGINEER or WORK: ~/ TIMOTHY 0. CARROLL, JR. RCE: 55381 SECTION A-A SEE THIS SHEET I_ ..... ··· ---•"1i BENCHMARK: DESCRIPTION: LOCATION: J'' ALUMINUM DISC STAMPED GPS CONTROL PT 2002 IN SIDEWALK NORTH SID£ OF PALOMAR AIRPORT ROAD, JOO FEET WEST OF MELROSE DRIVE RECORD FROM: R.OS. NO 17211 (PT. NO 71) ELEVATION: 444.00 M.S.L DATUM: NGVD 1929 V OATE INITIAL ENGINEER OF WORK ~EXIST. . SUBORAIN CMP RISER W. V£::;~ING~- (S££ 0£TAIL & DATA [ABLE SHT. /3) v'"&,.- FS=374.8 i / SE£ PROFILE 'El' SHT/ 7 / ,'/', ./ ,. < •'; ,,/ ;;\, 1) ' J, ;\·' ) MOO. /TYPE 'F'/t.B. & SP!LkWAY SEE' 0£TAILS :SHT. 3 SE£ /PROFILE 'fl' SHT 7 < ' REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL j o· 100· 50 SCALE: 1" = 50' 6' g' LEVEL LIN£ ------ 2' MIN. l%M/N ~ ~ I 2 3 DATE INITIAL CITY APPROVAL SECTION A-A NOT TO SCALE PVT. STORM DRAIN DATA DELTA/BEARING RADIUS LENGTH REMARKS N 8876'56" F ----3737' 24" HOPE N 76"40'/0" E 279.89' 36" HOPE N 86:J2'o6" E 3707' 24" HOPE DES/LT/NG BASINS SHOWN ARE FOR INTERIM EROSION CONTROL PURPOS£S ONLY. FINAL OESIGN OF P£RMANENT TREATMENT BMPS PER CURR£NT CITY OF CARLSBAD 81,/P MANUAL WILL BE R£0U/R£0 PRIOR TO APPROVAL OF FUTURE ON-LOT 0£V£LOPM£NT ANO PRECISE GRADING. "AS-BUILT" TIMOTHY 0. CARROLL, JR. R.C.L 55381 EXP. 12/31 /18 REVIEWED BY: OATE INSPECTOR DATE I SHSET I CITY OF CARLSBAD ENGINEERING DEPARTMENT ROUGH GRADING PLANS FOR: APPROVED: CARLSBAD OAKS NORTH PHASE 3 ASO~~-DE_R_Tc----c-=~~ c::1=TYc--=ENccG=1N:;:E:;:r.1/-""R:::C'5.E1 63912 EXPIRES 09 30 16 CT 97-13 DWN BY: -r~ CHKD BY:W __ _ PROJECT NO. DRAWING NO, RVWD BY: C. T. 97-13 415-9X 0, 0 -h ...... □ $! ~ 2 G) 2 C: s: fl! lJ a l:J § 2 Cl 2 C: s: fll :0 D JJ l> § 2 G) 2 ,c: s: Ill m lJ NOT£!! ELECTRONIC OA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL ©2016 O'Day Consultants, Inc. 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 www.odayconsultants.com Cfvil Engineering Planning Processing Surveying REVISED JULY 2016 REVISED MARCH 2016 DESIGNED BY: H.R. DATE: MARCH 2016 DRAWN BY: T.G-.. ~G.-M.--SCALE: 1 "=50' PROJECT MGR.: T.O.C. JOB NO.: 96-1005 ENGINEER OF WORK: ~/ TIMOTHY 0. CARROLL, JR.1 DATE:7~ RCE: 55381 BENCHMARK: DESCRIPTION: 2" AL/Jl,//N/JI,/ 0/SC STAMPED GPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAO, JOO FEET WEST OF MELROSE DRIVE RECORD FROM: R.O.S. NO. 11211 (PT. NO. 11) ELEVATION: 444.00 M.S.L DATUM: NGVO 1929 o· 50 SCALE: 1 " = 50' OESILT/NG BASINS SHOWN ARE FOR INTER/I,/ EROSION CONTROL P/JRPOSES ONLY. FINAL DESIGN OF PERMANENT TREATMENT BMPS PER C/JRRENT CITY OF CARLSBAD Bl,/P MAN/JAL WILL BE REQ/JIREO PRIOR TO APPROVAL OF F/JT/JRE ON-LOT OEVELOPMENT ANO PRECISE GRAPING. "AS-BUil T" TIMOTHY 0. CARROLL, JR. R.C.E. 55381 EXP. 12/31/18 REVIEWED BY: INSPECTOR DATE DATE l-----l---1---------------t---t--t-~i--1 I SH6EET I CITY OF CARLSBAD I SHE7ETS I ENGINEERING DEPARTMENT ~R::OIJ,::::i,l:::Yl=G:~Yi'A=:O.::YM:::6==A~rA;;=N.~'S===FO.:;;W.;==: ======:::::...::===j '+~ r17:.cl-:;TC=--+1.11 ~-r:::;'£~M=P.~.S-;;;7l;,.,OC,,::="'P"'ll.-Eti:•J:ic.iii~;,:.;;:;:,L0--;;;:;,0z-;;~1----r----uf/JJ 17 JI(', DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER Of' WORK REVISION DESCRIPTION 1---~---i---~----, CITY APPROVAL OTHER APPROVAL I. \%1005\9.Fllul!OO~Gi"t1~iriWMlQC200il c£,j4,im 19, 2016 4. J7pm " _ _ . Xref3: 9605BSfR; 9605J\SfR: 9605BUIL CC!: 9605C2G: 9605C2fO?0: 9605C2UTL; 9605C2STR; g.,Q:,C21,1AP: 960:1C2.GRD-Lot2J CARLSBAD OAKS NORTH PHASE 3 CT 91-13 DWN BY:--,,- CHKD BY• .,1,.. RVWD BY: PROJECT NO. DRAWING NO. C. T. 97-13 415-9X 092816 ' ' 0 D ~ 2 Ci) 2 C s: CD m D 0 D ~ 2 Ci) 2 C s: CD m D CJ D ~ 2 Ci) 2 C s: CD m D I L_ __ ----: i - I NO{E!! ELEC/"RON/C DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL © 20' 6 O'Day Consultants, Inc. ._ __ _ --i I f- 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fo)(; 760-9.31-8680 www.odoyconsultcmts.com Civil Engineering Planning Processing Surveying REVISED MARCH 2016 DESIGNED BY: H.R. DATE: MARCH 2016 DRAWN BY: lG., G.M. SCALE: 1"-50' PROJECT MGR.: T.0.C. JOB NO.: 96-1005 ENGINEER OF WORK: -;;::-Q~/ DATE:~ TIMOTHY 0. CARROLL, JR. RCE: 55381 I ey --.. I i t t I I BENCHMARK: DESCRIPTION: 2" ALUMINUM DISC STAMPED CPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NOR 1H SIDE OF PAL OMAR AIRPORT ROAD, JOO FEET lfEST OF MELROSE DRIVE RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11) ELEVATION: 444.00 M.S.I. DATUM: NCVD 1929 -1 . T. t 1 I r r---- I ! j . I ' ' LOl £3 I I , I I I - I I I J ---- I --r ---------- FINISH CRADE ~ ""i· .,//23.--REMOVE TOP OF fl_'"' _ _ EXIST TYPE 'F' C.B. & EXTEND TYPE 'F' C.B. I ,-----7 I I f------------1 I I I I I I I I I TO NEW RIM ELEVA T/ON : I it-OVERLAP EXIST R£/NFORC£M£NT I ~ I I BARS JO DIAM WITH NEW REBAR I I EXIST~,, _ PROPOSED~ ;ir[.B. I I '\;._ EXIST. /EXIST/NC I I I / 36" RCP 24" HOP£ ______ J--U __ L _______ __j DETAIL -TYPE 'F CATCH BASIN CONNECTION NOT TO SCALE NOT£: !. ALL HOPE PIPES SHOWN ON THIS SHEET ARE PRIVATE AND TEMPORARY. THESE PIPES ARE TO 8E REPLACED WITH ANY FURTHER DEVELOPMENT UNLESS SHOWN TO 8E ADEQUATE FOR THE PROPOSED US£. 2. FLOWS AND VELOCITY RATES SHOWN FOR INTERIM HOPE REFLECT THE ULTIMATE CONDITION HYDROLOGY. "AS-BUILT" TIMOTHY 0. CARROLL, JR. R.C.E. 55:581 EXP. 12/31/18 REVIEWED BY: INSPECTOR DATE DATE I SH7EET I CITY OF CARLSBAD I SHE7ETS I l-----+----+--------------1----1------+----l-----l ENGINEERING DEPARTMENT l-----+----+--------------1----1------+----l-----1 DATE INITIAL ENGINEER OF WORK 1. \9~100~\%C~:::G05 d,•1g A·,~ · 1. LJ~5 ~: 45am Xr~l.s· ~f.n5ur;: 968~:.?:irm S~ REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ROUCH GRAO/NC PLANS FOR.· CARLSBAD OAKS NORTH PHASE 3 PVT. STORM DRAIN PROFILES er 97-tJ APPROVED: JA~ zE.LDERT , /. /4 ---"l"'-'N,(2_ / ______ j_f-11_ DtAL_TE CITY ENGi " R R E 63912 EXPIRES 09 30 16 OWN BY:-:,-,- CHKD BY:v;; =~·- RVWD BY: PROJECT NO. C. T. 97-13 DRAWING NO. 415-9X ' t:I ::0 l> ~ 2 CJ 2 C: s: OJ m ::0 a I 2 G) 2 C: s t!J m 7J . . .... 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DlP7}1S IN EXCESS OF 24' WILL REQ/J!RE SPEC/1/l /JES/fl!( I I I • I OETAIL: MOOIF/[0 ClEANOUT FOR DEPTH IN EXCESS OF 15' NOT TO SCALE ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROi.. ©2009 O'Day Consultants, Inc. 2710 Loker Avenue West Suite 100 Car sbod, Ca ·tornia 92010 760-931-7700 Fox; 760-931-8680 www.ocoyco1sult□1ls.com s Civil Engineeri,g Planning Processing Surveying SE£ SHEET No. 1 NOT£: !. All HOP£ PIPES SHOWN ON THIS SHEET AR£ PRIVATE ANO TEMPORARY. THESE PIPES ARE TO 8£ REPLACED WITH ANY FURTHER DEVELOPMENT UNLESS SHOWN TO BE ADEQUATE FOR THE PROPOSED USE. 2. FLOWS ANO VELOCITY RATES FOR INTER/Al HOP£ AR£ NOT REFLECTIVE OF ULTIMATE CONDITION HYDROLOGY. DESIGNED BY: H.R. DRAWN BY: lG., G.M. PROJECT MGR.: T.O_.C_. _ ENGINEER OF WORK: TIMOTHY 0. CARROLL. JR. DATE: FEBRUARY 2008 SCALE: 111=50' JOB NO.: 96-1005 RCE: 55581 BENCHMARK: DESCRIPTION: LOCATION: 2" ALUMINUM DISC STAMPE"D CPS CONTROL PT. 2002 IN SIDEWALK NORTH SIDE OF PALOMAR A!RPOR T ROAD, 300 FEET IIEST OF MELROSE OR/VE RECORD FROM: R.O.S. NO. 11271 (PT. NO. 11) ELEVATION: 444.00 MSL DATUM: NCI/[} 1929 -........ 1 ..... .1 ... : .. i-: .. '·::·. · .... :.:.:·.,·.: .. ·, ... +--.................... _.._. .......... ' . .. . . • ..... ...... ••••••• ••••••• •••..• • ••• 1 ..... 1 ... . ...... ······.· .·.·· ........ ··· .. -.... L·:·· .. .... 1.:.. . .. : ... " ...... ··· .. ·:.·.· ... l: .... . .::·.. . ............. 1 ....... ·:: .. ·:.:· :i-:,:_..:· .. _.:r:--:· ....... r·· .. . . .. ··1··.:·.:· ....................... ,. .... . ·· · •I····· I··· . ...;_···. -.. .... :.: .. :.: .1: ..... .. -.... 1 ..... .. . .-... 1.' .. : ' , . ........ ··1·· ....... 1::::::: .... 1--:: .. :--. :•::• :·: ... 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' ... :·. · ...... ::.:· .... .··.: .. : ......... . · . .-_-· 1·· ... ,.·.:·.: ·I·::::· .... 1...... .-... .. . .. . "'·····y· .. · .. ·.:."." .. I .... .' . .'.' .••• • •• • •• ::•:•:·.· •• • .. :. .I ... ... :J. .... . ]:.... . I · · I·· • . -.1 .. •• . • .. ........ . ... :.: .. ··J:.'.',',',',','., ... :·!. ll ····· ···· t···· ···· ······I··· ····· -i-, ...... ... :·.:· .... · .. : .·. ·:·. ·.··. ·. j ....... --· .. --· .... --.. · .. · .. --:·:·. --. ',. ...... : ... ·. ·.: .. · ............. . ., ..... j ... : •• ,f ....... ,·· .. --.. ·: .. .,(,. .. ,. .. 1 ..... , "AS-BUILT" TIMOTHY 0. CARROLL, JR. R.C.E. 55381 EXP. 12/31/10 REVIEWED BY: INSPECTOR CITY OF CARLSBAD ENGINEERING DEPARTMENT DATE DATE I SHBTS I 1-----J-----+-----------------li---__j_ __ .1--_ __j_ _ __J I GRADING PLANS FOR: DATE ENGINEER Of WORK I. \961005\960!:iCGD!!.dw; Au;. 11, 2008 8. ffl11m Xraflll: 9S05CG: 9S05CPR0-50 REVISION DESCRIPTION Di'TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CARLSBAD OAKS NORTH PHASE J PVT. STORA/ DRAIN PROFILES CT 97-fJ APPROVED: DAVID A. 1i£~ J ? 0 DEPUTY CITY ENGINEER PE 33081 EXPIRES 6/30/10~:jL DWN BY:~ CHKD BY: RVWD BY: PROJECT NO. C. T. 97-13 DRAWING NO. 415-9X