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HomeMy WebLinkAboutDWG 430-9A; PIP 05-01; PALOMAR FORUM LOT 5; 01-16CHAD/NG NOTES /IN ADDITION TO THE REOUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE. J I. THIS PLAN SUPERSEDES All OTHER PLANS PREVIOI/SLY 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 MI/NICIPAL CODE. RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL OOCIJMENTS LISTED HEREON AS THEY .w!Y P[RTA!N TO THIS PROJ[CT. TH[ ENGINE[R IN RESPONSIBL[ CHARG[ SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. Cl TY APPROVAL Of. PLANS DOES NOT REL /EVE THE DEVELOPER OR ENGINEER-Of·. WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED DURING CONSTRI/CTION. ALL PLAN REVISIONS SHALL 8£ PROMPTLY 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 PERM! T ISSUANCE, A CERTIFICATE OF INSURANCE Ml/ST BE FILED NAMING THE Cl TY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERM!TTEE'S POLICY IN TH£ MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCI/RRENCE OF LIABILITY. THE INSURANCE COMPANY WRIT I NG THE POLICY MUST HA VE A RAT I NQ OF ,. A -,. OR BETTfR AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS'" KEY RAT/NG GUIDE. 5. UNLESS EXEMPTED BY SECTION 301. /b/5 OF THE UNIFORM BUILDING CODE, RETAIN I NG WALLS 01/TS I OE OF PUBLIC RIGHT OF WAY REOU I RE SE PARA TE PERM! TS FROM /HE BUILDING DEPARTMENT 6. NO WORK SHALL BE COMMENCED IJNT!i ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE Cl TY ENGINEER, NOTED WITHIN THE REVISION BLOCK. ON THE APPROPRIATE SHEET OF THE PLANS AND THE Tl TL£ SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE Cl TY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF /HE WORK BY THE CITY. II. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF.-(Al SUM'MRY SHEET, !Bl LABORATORY IWRK SHEETS AND IC) COMPACTION CURVES, SHALL BE SUBM! TTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPL/£0 SOILS MECHANICS. THE S011.S REPORT WILL BE SUBM! TTED TO THE Cl TY ENGINEERING INSPECTOR W!TNIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMWENOATIONS OUTL /NEO IN THE SOILS REPORT IS REOU!RED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL Fill OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN 4CCOROANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE " EARTHWORK SPECIF/CATIONS ., ATTACHED TO THE PREL !Ml NARY SOILS INVESTIGATION. DAILY FIFLO COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCT/ON MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL .. BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECT/01:!, SUPERVISION .JEST/NO ANO.ALL OTHfR ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING /760/ 438-3891 AT LEAST FIVE /5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON, APPROVED DRAWINGS MUST BE AVA /LABLE PRIOR TO SCHEOUL ING. THE GRADING PERM/ T WILL BE PRO VIDEO BY IHE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MAO£ BY CALL ING THE ENGINEERING 24-HOUR INSPECTION REOUEST L /NE AT /160/438-3891 INSPECTION REOUESTS Ml/ST BE RECEIVED PRIOR TO 2.00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU R[OUEST OTHEl?WISE. REOUESTS MADE AFTER 2.·00 PM. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWN£/? ANO/OR APPL /CANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN. CONSTRUCT AND MAINTAIN All SAFETY O[V/CES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS. LAWS ANO REGULATIONS I 7. THE CONTRACTOR SHALL CONFORM TO LABOR COO£ SECTION 6705 BY SUBMI TT/NG A DETAIL PLAN TO THE Cl TY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8£ .w!DE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND OUR/NG THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLATION /HEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET /5'} OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. u· THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABL /SHED BY THE ... CONSTRUCI!ON SAFETY ORDERS Tl TLE B CAUFORNIA AOMIN!STRAT!VE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING Sf/ALL BE PERFORMED UNTIL A VAL 10 BLASTING PERM! T HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SI/BMIT APPL/CATION FOR BLASTING PERMIT ft€LL IN ADVANCE OF THE SCHEDULING OF BLASTING OPER4TIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA OUR/NG CONSTRUCTION, OPERATIONS_WILL C.E4Sf IMl4£D_IATELY, ANO THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMIT/EE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENG!NE[R TO 00 SO, 20. A/.L OPERATIONS CONDUCTED ON THE SI TE OR ADJACENT TNERETO, !NCLI/DIN6 WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF Ti?UCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT 4NO ANY OTHER ASSOCIATED GRADING EOUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7.-00 A.M. ANO SUNSET EACH DAY, MONDAY THRI/ FRIDAY ANO NO E4RTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON ft€EKENOS OR HOLIDAYS. /A LIST OF CITY HOLIDAYS IS AVAILABLE AT TlfE ENGINEERING DCPARTMENT COUNTER. J 21. ALL OFF-SI TE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APP/?OVAL TIIO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL 8£ OBTAINED FROM, ANO WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVEO BY THE CITY EN6/NEE/?. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY 0£8RIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GR4DING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED IJNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS Sf/ALL 8£ GRADED TO OPA IN. GRAD I NG RE SUL Tl NG IN THE POND I NG OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE 25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL 8£ AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL 8£ TR!Ml4£D TO A FINISH GRADE TO PRODUCE A UNIFORM SI/RFACE AND CROSS SECTION. THE SI TE SHALL BE LEFT IN A NEAT ANO ORDERLY CONOI TION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SITE APPROVED OF BY THE Cl TY ENGINEEP. PALOMAR FORUM LOT 5 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED. PL4NTEO ANO/OR HYOROSEEOEO WI THIN TEN / !OJ DAYS OF THE TIME WHEN EACJi SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REOU!REO BY THE Cl TY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO.:---ANO/OR AS D!RECT[D BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPL !CANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE ANO IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REOUIREO FOR THIS WORK IN ACCOROA/ICE WI TH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-L04D OE 1,350. FOR PRIVATE STORM ORAIN PIPES, UP ro 15" PVC MAY BE UTIL !ZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WI TH 3/4 .. ROCK PER SDRSO 5-4 TYPE "C" ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOL 10 WALL PIPE. 31. WHERE AN EXISTING PIPE L !NE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL 8£ REMOVED WI THIN TWENTY FEET OE BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WI TH CONCRET[ OR REMOVED AS APPROVED BY THE Cl TY ENO/NEER ANO/OR THE GEO TECHNICAL ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FAC/L IT/ES /ABOVE GROUND ANO UNDER GROUND/ WI THIN THE PROJECT SI TE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE Ill CONFLICT WITH THE PROPOSED WORK. 33. IHE CONIRACTOR SHALi NOTIFY AFFECTED UT!L /TY COMPANIES /SEE BELOW} AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACIL/ TIES ANO SHALL COORDINATE THE WORK WI TH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE AL[RT 1-800-422-4!33 SDGBE /800/660-7343 SBC /800/892-0123 ADELPHIA COMMUNICATIONS f 760/438-7741 CITY OF CARLSBAD /STREETS 8 STORM DRAIN! /760/434-2980 *CITY OF CARLSBAD /SEW£/?, WATER 8 RECLAIMED WATER/ I 160/438-2122 *SAN DIEGU/TO WATER DISTRICT /760/633-2650 *LEUC40/A COUNTY WATFR DISTRICT /760/753-0155 *VALLEC!TOS WATER DISTRICT /760/744-0460 *OLIVENHAIN WATER DISTRICT /760/153-6466 *BUENA SAN! TAT/ON DISTRICT /760} 726-1340 *AS APPROPRIATE fX 1374} 34. PERM/ T COMPL !ANCE REOU!REMENTS· A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE. OBSERVE ANO CONTROL THE WORK IN PROGRESS { 15. 16. /20. 8} CARLSBAD MUNIC /PAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-TH£ FOLLOWING REPORTS MUST 8£ SUBMI TTEO TO THE CI TY ENGINEER VIA THE PROJECT INSPECTOR (15.16.120.9 B JO} CARLSBAD MI/NICIPAL CODE.- I I) FINAL REPORT BY SI/PERVIS/NG GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTAUED IN CONFORMANCE WITH CITY CODE ANO THE APfWOVED PLANS /OBTAIN SAMPLE OF COMPLIANCE LETTER FROM Cl TY ENGINEERING DEPARTMENT}. 12) AS-BUil T GRADING PLAN. /3/ REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMWENOED SOIL BEARING CAPACITIES, 4 STATEMENT AS TO THE EXPANSIVE QUAL !TY 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 WITH THE REOUIREMENTS AND RECOMl4£NOATIONS 0/JTL /NED IN THE PRELIMINARY SOILS f/EPORT AND ANY SUPPLEMENTS THERETO. /4/ REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNL[SS A GRADING PERM! T FOR THIS PROJECT IS ISSUED WI THIN ONE I I I YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBM! TTEO FOR PLANCHECK. PLANCHECK FEES WILL BE REOUIR£0 FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TITLED UPDATE GEOTECHN!CAL INVESTIGATION PROPOSED PALOMAR FORUM EAST LOT.§ DATED MAY 6. 2005. PREPARED BY CONSTRUCTION TESTING ANO [NGINEE/IING. SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WI TH THE RECOl&IENOATIONS AND SPECIFICAl!ONS CONTAINED IN SAID SOILS REPORT. £NGIN££8S NOTES I. RFI//S!ON OF THESE PLANS MAY BE REOUIRED IF THE PROPOSED IMPROVfMENTS ARE NOT CONSTRUCTEO PRIOR TO THE O[AOL/NE OA TE OF THE IMPROVE:MENT AGREEMENT. 2 THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIFS SHOWN ON THE CONSTRUCT/ON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. A TTENT/ON JS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SI/OWN OR IN A LOCA T/ON DIFFERENT FROM lHA T SHOWN ON THE PLANS. TH£ CONTRACTOR IS REQUIRED TO TAKE DU£ PR£CAUT!ONARY MEASURES TD PROTECT TH£ UT/L//TES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 3. THE CONTRACTOR SHALL VE:RIFY THE LOCA T/ON OF All EX!Sl/NC FACILITIES (ABOVE:GROUND AND UNL)ER&'l?DUND) WITHIN THE PROJECT SITE SUfF!CIENTI Y AHEAD OF THE CONSTRUCl/ON TO PERMIT THE REVISIONS OF THE CONSTRUCl/ON PLANS IF IT IS FOUND THAT THE ACllJAL LOCATIONS Al?E IN CONFLICT Wll/1 THE PROPOSED WORK. PROJECT LOCATION THl.5 PROJECT IS LOCA ltO WITHIN ASSESSORS PARCEL NO. 221-015-01 ?::;::,' ,,,::.~.-~% THE CALIFORNIA COORD/NA 1t INDEX OF THIS PROPERTY IS N1992 E6258 SOURCE OF TOPOGRAPHY MASS CRAO/NC PER owe No. .J99-4A. lECAl 0£SCNIPTION .2173 , ll/lltl10 ,€, LOT 5 OF CARLSBAD TRACT No. 99-06, PALOMAR FORUM, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF C.4LIFO/?NIA, ACCOf/D/NG TO THE MAP THEREOF No. 14831, FILED IN TH£ OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 29, 2004 AS FILE No. 2004-06069.JS OF OFFICIAL RECORDS. REFRENCE DRAWINGS .J99-4 .J99-4A ~--,...--~ EARTHWORK Ol/ANTITIES cu T: 40, 000 C. I'. FILL. 5,100 CY EXPORT: 34,400 C. I'. REMEDIAL: 0 CY ,._ __ ., NO, : /. THESE 0/JANTITIES DO NOT INCLI/DE SHRINKAGE OR EXPANSION OR l?EMEDIAL GRADING QUANT/l/£S: CITY OF OCEANSIDE ,'J'i.. \~ r I,-=~= : 1~~ \ , A REGISTERED CIVIL ENGINEER OF TH{ STA OF CAL/FOHN/A, PRINCIPALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS, HEREBY CERl/FY THAT A SAMPUNC AND STUOY OF THE SOIL COND!T!ONS PREVALENT WITHIN THIS SITE WAS MAO£ BY!JJ{ UNOE~M;f/f'lO~:tTWEEN Jf,,{Jf S....,< . TWO COPIES OF "'tr SOILS REPORT COMPIIEO FROM /HIS STUDY, WITH ~~G1~~~~MENMT/ON, fl4S B~~~BM117pr :AE °!: CITY SIGNED: ~ p {D_~ 211?) GI NO.: ------='---------- DATE: \ ,-, 1-04::> LICENSE EXPIRAl/ON DATE: QECLA8ATION Of H£SPONS!Bl£ CHANCE I HEREBY DECLARE THAT I AM TH£ ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE: EXE/?C/Sm l?ESPONSIBLE CHARCE OVER THE DESIGN ON THE PROJECT AS DEFINED IN SECTION 6103 OF THE BUSINESS AND PROFESSIONS COD£ ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNL)ERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SP£CIFICA110NS BY THE CITY OF CARLSBAD D0£5 NOT REUEVE ME, AS ENGINEER OF WORK, OF MY l?ESPONSIBIL!l/ES FOR PROJECT DESIGN O'OA Y CONSIJL TAN TS, INC. 2710 LOKER AVENUE WEST, SUITE 100 CARLSBAD, CALIFORNIA 92010 (-760) ,9Y· !~o ,(' / " ..... ~~~"!_t. .. ~,t'--~~-=-DATE...!./!!Ldf" KE! TH HANSEN R.C.£. NO 60223 EXP 6/.JD/06 OWNEN8s CERll[ICA TE I (WE) HEREBY CE/?TIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST 1145 BEEN OR WILL BE RETAINED TO SUPERI//S£ OVER-ALL GRADING ACl/WTY AND ADVISE ON THE COMPACTION AND ST.4B!l/TY OF ~l--' ~ f. (1 TITLE OWN£R/SU8DIV/0£H: ' GREYHAWK 4SSOlYATES, A CAL/fORNIA CORPORA 110N 1420 BRISTOL STREET NORTH, SU/lt 100 NEWPORT BEACH, CALIFORNIA 92660-2914 (949) 152-2066 USINESS PARK DR. PACIFIC OCEAN AVE~ CITY OF ENCINITAS VICINITY MAP NO SCALE BENCHMARK: CIVIL £NGIN££N/LANO SIIRVEYOH: O'OA Y CONSUL TANTS, INC. 2110 LOKER AVENUE wt-ST, S'J/TE 100 CARLSBAD, CA. 92010 (760) 9.Jl-11D0 c~~;?, DESIGNED BY: J.J. DATE: APRIL 2005 DRAWN BY: --~Q,'.J1__ SCALE: AS. .. S!!O\¥N ... PROJECT MGR.: ..... filL __ JOB NO.:.Jl.! 1010-,:)J s 2710 Loker Avenue West Civil Engineering ENUJL--su;te 100 Pkmning Carlsb-o<l, Colifornio 9201 0 Processing DATE: l('7/4S 760-931-7700 Surveying Fox: 760-9.31-8€80 K£ITH W. HANSEN RCE: 60223 DESCRIPTION: STANDARD STREET SIJRVEY MON/JME:NT LOCATION: APPROX. 1400 FEET SO/JTH OF PALOIJAR AIRPORT ROAi) ON CENTFRUNE: OF £L CAMINO REAL RECORD FROM: NORTH CO/JNTY VERllCAL CONTROL OATA R-1800 308+76 ELEVATION 297.25 M.S.l. DATUM: NGVD 1929 . 12. 12.2.1 or, 1,, "AS P.Utn• DATE !NiT!AL ENGINEER OF WORK REVISION I: \981022\9822EG0Ldwg Nov 16, 2005 2; 53prn Xrefs: 9822EG: 9822AN; 9822V/C DESCRIPTION WOHK TO 8£ DON£ THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL Cl/TS ANO RLLS, REMEDIAL GRADING, DRAINAGE f:4CILIT/ES, EROSION CONTROL fACIL/11£5, AND P/ANTING OF PERMANENT !.ANDSCAPING AND PREPARATION OF AS-BUILT GRAJJINC Pl.ANS; AS-BUILT GEOLOGIC MAPS AND /?£PORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND SPECIFICATIONS AND REQUIREMENTS C/1£D ON THESE Pl.ANS. THE GRADING WORK Sf/ALL BE PERFORMED /N ACCO/?DANCE WITH THE FOLLOW/NC DOCUMENTS, CURRENT AT THE TIME OF APPi/OVAL, AS DIRECTED BY TH£ CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE. 2 CITY OF CAi?LS8AfJ STANDARDS. J. THIS SET OF P/A/6 4. RESOLUTlON NOs. ___________ DATED ________ _ 5. THE ST.4NOARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTlON (GREEN BOOK, 200.J) 6. SOILS REPORTS ANO RECOMMENDATIONS BY CONSTRUCT/ON TESTING & ENGINEERING DATED MAY 6, 2005; AND UPOA/E LETTER BY CTE CONSTRUCTKJN TESTING & £NG/NEERING INC. DATED JUN£ 1, 2005. 1. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY TH£ CITY OF CARLSBAD STANDARDS. 8. EA/VIRONMENl4L APPROVAL DOCUMENTS DATED OCTOBER 11, 2001, RES. NO 50.JI 9. STORMl'IATER POLLUTlON PREVENTION PIAN (SWPPP) PREPARED BY Oll4Y CONSULTANTS, DATED 6/20/2005. WDID /9315.JI 7.J41 10. STO/?M WATER MANAGMENT Pl.AN (SWMP), PREPA/?£D BY Oll4Y CONSULTANTS. DATED JUN£ 7, 2005 11. CAUH.il/NIA STORMWATER QUALITY ASSOC. (CAS,;M} STORMWATE/? BEST MANAGEMENT PRACTICE, CONSTRUCT/ON HANOBOOK; AND THE STA TE OF CALIFORNIA DPARTMENT OF TRANSPORTATION CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANI/AL NOTE: QUANTITIES ARE FOR BONDING PURPOSES ONLY. ACTUAL OUANT/71ES M4Y 1?4RY. STD. owes. ARE SAN DIEGO REGIONAL STDS. UNLESS NOTED OTHERWISE. (ft;O{Q OE SCRIPT/ON STD. DWG. SI/BDIVISION BOUNDARY. LOT LINES. • • " ... " • " ... " ................ " •• A.C. PAVEMENT .............. JJETAIL SHT 2. PC.C. PAVEMENT •••••••• _ •• JJETA!L SHT 2 •••••• PC.C. 6" CURB •.......... _ ...... fJ-1. PC.C. 6" CURB & GUTTER •••••••••• £-2. SYMBOL ------- QUANTITY 235,640 SF 2,620 SF PCC. WALS/PATlOS (SEE ARCHITECTURAL PIAN,) •......... EX/Sl/NG CONTOUR •••••••••••••••••••••••• PROPOSED CONTIJ/Jl?. • ••••••••••••••••••••• DAYLIGHT LINE. •••• _ •••••••••••••••••• _ • cur/ FILL LINE •••••••••• ,. ••••••• " -••• " • EXISl/NG SLOPES •........ " •••••• " •••••••••• cvr OR fill SLOPE LINES ••••••••••••••• -•••• _.,,_ _ _,___ -"-// L-// --~ -::::}= =3' -~c, ·2)'flt4x. EXISTING SPOT ELEVATION.. • ........ _ •••••••••• EXISTING FLOWLIN£ ELEVAT!ON ••••••••• " •••••••• flDWLINE flEVATlON •........................ TOP OF CURB ELEVA 7/0N. • • • • • • • • • • • • • • • • • • • • • FINISH SURFACE ELEVA 7/0NS •................ " • _ ... -1200 ~ 11 420.00 fZ ---42000 TC ~ ~ RN/SI! GRADE SPOT ELEVA T/ONS •••••••••• " • _ • • • • • ..J12Ji- f/NISH fLOOR tLEVATION_ • _ • • • • • • • • • • • • • • • • • • .. #J.5 FF PAD tLEVA T/ON. • .......... _ • • • • • • • • • • • • • #.2.8 PAO 6° HOPE STORM 0/?AIN •• " • • • • • • • • • • • • • • • • • • -50--831 LF 8" HOPE STORM Di?AIN. • ••• _ ... _ •••••••••• _ • --5!}--164 IF 12" HOP£ STORM DRAIN" • · ••••••••••••• _ " • • • • --50--1,322 Lf 18" HOPE STORM DRAIN. • .. • • • • • • • • • • •• " • • • • --5!}--822 LF ~~--,,--·-...,,J••·•,.-.. ,,, •. .c,; .. •·· .. ,~.,. ····•-.... ,,,.-····v• ··· •.• ,.--.,--··· .. _ ...... 821: ~~) 24" HOPE STORM DRAIN •••••••• -••••• - -•• • -• -·· -·-SD-----~-<fi 16x 16" CATCH BASIN INLET W/!NSERT'. • ••• _ • • • • • • • • • 181 l6"x 16" C'A TCH BASIN INLET W/SOL/0 COi/ER_ • • • • • • • • • • • • □ 6 EA ). 24x 24" CATCH BASIN INLEl W/!NSEi?T'. _ ... " •••• _ • • • • • 181 17 EA 24x 24' CATCH BASIN INLET W/SOL/0 COi/ER. • .. • • • • • • • • • • □ 5 EA 35x 36' CA/CH BASIN INLET W/!NSERT' ••••••••• _ • • • • • t8:I 6 EA J6"x .JC" CATCH BASIN INLET W/SOLIO COVER. • .. • • • • • • • • • • □ 5 EA AREA DRAIN ••••••••••• _ • • • • • • • • • • • • • • • • □ J2 EA ~_r.._-_,,,.,..,,,__ ______ ' --~•-.... ,./•-~-~-~--~£ J' PCC SWALE. .......... _ ...... JJET.4/L SHEET 2. • • SWALE (UNLINED). • • • • • • • • • • • • • • • • • • • • • • • ---➔ ---➔ ---➔ RETAINING WALL (SEPARATE PERMIT REQUIRED) " ....... _ •• *CATCH BASIN INSERTS SHALL BE CRA 1t INLET SKIMMER BOX WITH OIL BOOM BY SUNTRE£ TECHNOLOGIES OR APPROVED EOIJAL 1,200 SF Ptt~ DEPARTMENT APPROVAL ,, s BUILT" ill .I I 2./zq/ tip _'&,I DATE:// //7 /0.S-(SIGNIID) I . EXP. IG/3CIM s ----i • AS.SI s-77'MIT Pl.\lllfflo; M:filk . . RCE00Z23 DATE ~ DATK: II /17 /oS ,. &' a ::C::nt RE'X B}d r1e: (SIGNIID) ¢J,b . RICOllmNDID BY:, 1 SfCrc+:: Gt.:c\:1$-INSPECTOR . ATE I S1EET I CITY OF CARI.SBAD I SH1E6S I ENGINEERING DEPARTMENT Pll!CISE fJIWJIN(J N(I) EROSION CON1lNJI. Pl.ANS FOIi: PALOMAR FORUM -- LOT 5 P.lP. 05-01 ~( ,d/; ,_A UO'/v ,;,, H~ lfI"1/t>S RCE Z3SS't~IRE'.0' IZ· Ell-OS CITY ENGINEER --!?'.'ATE DWN BY PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: P.I.P. 05-01 4J0-9A __ "_"_ OTHER APPROVAL CITY APPROVAL RVWD BY: C -i 0.&::=i,. 'Tl w 0: 0 I ..,0 )> \ B C © 0 B C D © N 0 R \ GR£Y HAWK CT. r ·"·"'=~ .• -.--,,.nyi' .:. 0 ... ~ <Oc~•c,•~,,•N<'-"'•""• T u i p J © Q R u V \ KEY MAP II SHEET INDEX 1. ...... Till£ SHEET 2........ KEY MAP, SECTIONS & DETAILS J-8... PRECISE GRADING PLANS 9-14... STORM DRAIN PLANS SIDEWALK /~-ELEVATION SHOWN ON PLANS Sf£ ANCHOR OETA!L 7 PER SORSO D· 25 \ (; r FOR CONSTRUCTION THROUGH EXISTING s \ / ;' CURB-EXISTING GUTTER FOR ALL NEW c--, \ / CONSTRUCT/ON-MONOLITHIC GUTTER. ~· ~1/4 -:~-SLOP. 1 --.·•,:/]~ ;, L -[.._ ~ MODIFIED CURB OUTL£T-TYP£ IJ ' 0£TAIL S££ SORSD Q-25 fQR OTHER DETAILS NOT 7V SCALE J' ------------------ 2" 7 560-C-3250 CONCRETE D£TAIL CONCRETE SWALE NOT ro SCALE 2' .. CURB R/W 2' OVERHANG SCALE· 1' = 100' 15....... EROSION CONTROL DETAILS 16....... EROSION CONTROL PLAN f w r "'""'~ ,,,--0a= '•~• ,-s X PAVEMENT DETAIL 2710 _oker AvenJe West Sc1ite 100 Carlsbad, Cocifornla 92010 /60-9S1-/IOO Fa)(: 760-9~1--8680 NOT TO SCALE Civil Engineering P,o,ning Proccsslng Sus-vey;:'lg KEY L£G£NO 4• fl.C/14" CLASS ff A.8.· • · · · · · · ~~~~~ H£4VY A.C. PAVEMENT 3.5" A.C/11" CLASS II A.B· · · · -· ~~~~~ MEO/UM A,C. PAVEMENT J" AC/8" CLASS II A.B.· -•••••• f ] LIGHT A.C. PAVE/1£NT 7' P.C.C./8" CLASS II A.fl· .. , •.. k·; .·,' '..I CONCRETE PAVEMENT DESIGNED BY; }.J. ... DATE: "ffilk 200,5 "AS-BUILT DRAWN BY; 8.0.'D. SCALE; 1 • = 100' PROJECT MGR.; KH JOB NO.: 011010-11 t------~--~---:-_-:::_-=_ _____ ------, P.E ,0227 f'XP. °30 !)~ ENGINEER OF WORK: #/,, KEITH W. HANSEN DATE 9/J.a/;?$" RCE: 60223 .. CATE · FINISH SURFACE DETAIL -CURB OPENING NOT TO SCAl£ r 5' 10• IIIN. 0.5' I.II, 0.4' Ml, ,..,.--FINISHED FLOOR --DEEPENED FOOTING PER STRIJCTURAL ENC/NEER ·. ~-PROPOSED GRADE Cr STORM DRAIN S£CTION A-A {,TYPICAL) NOT ro SCALE ' BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT cOCATIO~: APPROX 1400 FEET sour,1 OF PALOMAR AIRPORT ROAD ON CENTERLINE OF El CAMINO REAL ,ECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA R-1800 .J08+76 [LEVA.Tl ON: 297.25 M.S.L OAWM: NC'ID 1929 . t---------------- ----------- ---- . ... ------ ----------- 12.l'J?I(){, &\ • /If'. Bl41 !;{'• DAR 1NlnAL ~NGINEER OF WORK REVISION DESCRIPTION I: \981022\9S22EGC2.dwg Sep 29, 2005 t: 4-1µm .. ' - - ------------ - ---- I 8.5' i-··---- 1 I l _, OATF INITIAL OTHCR APPROVAL X,--efs: 982.2e~ly; 9822.a~tr; 9822agrd; 9822aull; 9735Ji.GRD; 9822e<;,rd; 9822EG; 9822EUTL; 9822EMAP GREY HAWK COURT PARKING 18' NOT 7V SCALE VARIES 60'-64' DRIVEWAY 24'-28' PARKING !8' - DRIVEWAY TYPICAL SECTION NOT 70 SCALE 8 c' :J g' TYPICAL PARKING SPACES NOT TO SCALE R/W 2' OVERHANG 8' I S2IT I CITY OF CARLSBAD SHEE";S 16 ENGINEERING DEPARTMENT PH£C/S£ &HADING Pl.ANS FON: PALOMAR FORUM LOT 5 P.I.P. OfHJ I A.PPRO'/tD.&Y • LLOYD 8. HUBBS A~ .. ~~~ Lljp/o~ RCE 2388\JEIRES 12~1TY UJGIN[[R flAT[ !DWN BY: PROJECT NO. DRAWING NO. DAT[ !NIT!AL CHKD GY: GvP C!TY Ar?ROVAL 1 RVW0 BY: ,:;,,d __ .. P.I.P. 05-01 430-9A C, :e ~(i) 0.,:. .,, c,., ;: 0 I --0 )> C' T 9 8-✓ 10 .. . .. ... '' ,,,.. . . . . . . ,, ... · ,. , ........... j,.,,.. , ............... J. ...... , ....... , ... , .. ,. ,,,,-., .. , , .. ,,.,,,.,_ ..... , ............ , .. (,,:::::,· J=-r1·;: ·· .. ·c·;-):;1D·~');·.~·""'~//·;ur·:::::\ .,., .... ,, ··-·····,,·-·"•·••···••""T-D/' ··..:,;_;"l., -. ' ._, ~ . 1 r 1 1i 1· -r .0 ... ·-· .... . ................... · .'......I ) ( ') I "I .... ,... . .... ,,.,,..... . . . - --.,:/--5[)---o D 6, O.JO SF (f!R) 1,.JIO Sl (ME!) 7,400 SF (TOTAL) 428.5 FF 42/8 !'AD / ,,, .. • -,«·1 .-~ ... ,,,,,, r ~""" ,,"•~• '>" -""'<'-''= "o A #1.0 FF #IJ.3 PAO* , ...... -·•··••'•'"''' ····••'''""'''""'"'J •. , ...... , -,., •• ,,;'c.. ,_, cA~-" -' ~ -~=--,.,,,:,, ... ,. --,. '' .,,,,, . ···--" ., . .L.,.0;/ J . ·-/:.;r _,, ..... ,. 8 ·m5FF #2.8PAO* SD I 'j'.'.,, 0[[?£N[fi FOOT/NC P[R 'Q ~ j '<>' / STRIJCTIJRAL [NG!N[ERS_,r;,,? ::f I / R[COMM[NDATION ,c I q,. I N I lL/ <1✓ Jf lM ' " .) l ,,.,,. ' Lr' ·o j~I I C #3.5 FF #2.8 PAO* ,., ....!i.2%. -g . 4A6- ""6.9 ~ ""s. 8 ,c, W<r'>-'--~~~~-· .. • --;::_ --. \ ? . ~ ----~-~~ ·o? /~ '')~ • ~ \ ~\\ .,,..-1 r-:::7'..j=r;-~~'__ ..... , I, t ,,,,.,.,,,,, 1l I'. I / ' / ' /". ' / _,,,,,,...--/ <n ---------I 3,5' --t ___ -I---,- \ -- ' \ '-+-t'---r---r"T'\ \ --', .:..+--, ~ ' 7-rr1 \- \· / 1.· I _,_ (IL£ \ w -----+--- 4435 i i / #1.0 FF / HJ.3PAO* * NOTE PAD ELEVATION SHOWN IS APPROX/MAT£ ACT/JAL PAO Gl?AOE SHALL BE OETERMINEO BY THE STRIJCIIJRAL SECTION OF THE SLAB PER SOILS ENCINE[R'S RECOMMENDATION. SEE SHEET 6 "AS-BUILT ., c~/~, DESIGNED BY: J.J, DATE: APRIL 2005 DRAWN BY: 8,0.'0. SCALE; 1'1 -20' ".t. rJ 1z.k1lo&. PROJECT MGR.c_KH JOB NO.:. 011010-11 ' s P.E. ,022.'7 EXP 3:J/fJ/3 DATE 2/10 Loker lwe-.ue West Civil £.ngineerin,; ENGINEER OF WORK: Suite 1 :)C Planning i,. Md~--:::(lrlsbad, California 92.0\G Proccssln,;i µ DATE f /.,of,:, tz;/21/47 760-9.31-7700 S·Jrvey:ng Fmc 760-931-6580 KEITH W. HANSEN RCE: 60223 INSP[CTOR D~E > ;-i,H--+- l tt-------1 I NOTE!! SEE SHEET 9 FOfl STORM DRAIN PLANS SEE owe 43()--9 FOfl WATER IMPROVEMENTS BENCHMARK: DlSCRIP'.ION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA R-1800 308+76 ELE'IATI0N: 297.25 M.S.L. DATUM: NCVD 1929 0 -..... 0 #7.0 FF #6.3 PAO* ,2.1:zilo . 10 ''As BIAf1-t1• CATE JN!TIP..L ENGINEER OF WORK REVISION I: \98~022\9822EG03.dwg Sep 29, 2005 1: 44pm , \ A D - DESCRIPTION R £-r ~ . ,;,; 4~ ~ '-'I~ -f~c "5 -.... ·-SD ... EE---. /446, . - / J i j w---,, ~s a\ ' ~ • T § ., ,, Yi • ' \' V ll ft ~ Ii 0 " £ DEEPENED FOOTING P£R STRVCTIJRAl ENGIN[ER's RECOMMENDATION ~ £ #7.0 FF #6.3 PAO* ' I\ s ~-----c._"6:, -I c•··'-'-=--~~ , . w/-19'6: J \ 4 •• "" "'-() "' ~~· . f i f. '. o· 5• 20· 10 40' SCALE: 1 " ~ 20' #7.0FF {j ' #7.0 FF 5l #6.3PAO* i; #6.3 PAD* tr· ti g J\ \(; .. !1 i : 9 ' ---~---,~_-.,-c:---=-.. .....:..;" ~--·_ I s~:scT I CITY OF CARISBAD I S11E6S I ENGINEERING DEPAR-MENT .... ,,,_.,, PKEC/S£ GRADING PLANS FOK: PALOMAR FORUM LOT 5 PJ.P. 05-0f APPROI/EDdY LLOYD B. HUBBS ~ ~ ·•~M"'~····;~ ~rs RC[ 23889 --:-' PIR[S '31-05 C,TY [NGINEER [ OWN BY: PROJECT NO. DRAWING NO. DATE lN!T!AL DATE IN!T!AL Cf'KD BY: 'J!!/f_ P.I.P. 05-01 4J0-9A OTHER Af-'PR:JVAL CITY APPROVAL RVWO BY ~ Xrefs: 9822AGRD; 9822ASTR; 9822AUTL; 9735AGRD; 9822EGRO; %22EUTL; 98220GRD; 9822DUTL; 9822EG: 9822EMAP \ \ ~ ~ I •) '< ~ V) ~ V) . ' £ #7.0 ff #6..J PAO* 12· s #7.0 FF :): ' ~ l"1 rJ fl, -/r) u,,,__,; _1U J .•• -··"·-··· ············-·--·•"""""" -"""""''""Cl' --.• """ .... '""'-:::··-•-·•·"""" .... ···.1._;, ·1_1-1·'-••--. f O ... "Y'. '\ ; 5.0% 1,() Ill iJ' ~~', ~1' 4i •4~i, 449. TC , 1-A/re f" \'.S F ~OFF 449.J PAO* ' ',J ,... 'iZ, ·,s, t ,, ~ )\ £J '.! DEEPENED FOOTING PER STR/JCT/JRAL ENGINEER'S RECOMMENDATION G 151.0 FF ,15/J..J PAO* ,,. / ,· / s:0% 4S3 5. .si ~ lf ;;~L-iU. l,f e ,s I 454.0 FF ~JPAO* i I --1 -I I I J _J . "' 45 ~ 'I' 6 ,c ,c ~fS ,56 f'.i 456-5 "l Jf2Jl ~ " -. •4 1% J 451.0 FF 156.JPAO* h----1..J/'";~''"· "' " ,-~c,, ---1-~-~-IL-..-,¥.-~I-~ / o· s· 20' 10 40' SCALE: 1" ~ 20' ....__, ·"" I I . \oJ LL-,,1'--__.. ,,.d' c, 1 3J fS ,,_--f::;r-_. 2710 Lcker Avenue 'Nest Suite '.00 Ccrlsbod, Coiifomio 9201 IJ 760-931~7700 fax; 160-931-8680 453. -o 0 □ I A -59--- I w • ~ . 1 ' -·· y I SEE SHEET 7 'NOTE PAO £LEVAT/ON SHOWN IS APPROXIM4TE. ACTUAL PAO GRAD£ SHALL 8£ DETERMINED BY TH£ STRUCTURAL S£CT/ON OF THE SLAB PER SOILS ENGINEER'S RECOMMENDATION. DESIGNED BY: __,,J,>t,J•~- DRAWN BY: 8,Q,'0. PROJECT MGR.: KH __ ENGINEER OF WORK, DATE: APRIL 2005 SCALE: J • "' 20' _ JOB NO.: __ P11()10..,1J -BUILT CM Engirecrlng Planning Pros;es:sing Sur.eying # j(___ DATE: ¢1/,s ~ ~',{_f,,,fu'_A~ KEITH W. HANSEN RCE 60223 l~JSPECTOR " DATE NOT£!! SEE SH£E:T 10 fOf/ STORM DRAIN Pt.ANS SEE 0/1/C 4.J(J-g fOf/ WA Im MIPR()I/EMENTS BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOC.•TION: APPROX 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO RE:AL RECORD rROM: NORTH COUNTY VERTICAL CONTROL DA TA R-1800 308+76 E~EVATION: 29725 M.S.L DATUV: NCVD 1929 I ' 45' ( i."' -------- ------------ 1ili2.fo1, 2iS ••As B!Alt:r'' ------- - - -• DATE INITIAL ENG!NEER OF WORK REVISION DESCRIPTION I: \981022\9822EG04.dwg Sep 29, 2C05 1:49Pm ---- ; ; lb':~ .. .,...,..,,... -------------L. ------- - --1-" ~.TE i~IT_V\i... DATE INITIAL ----- OT~ER PPPROVAl C;1Y APPROVAL Xrefs' 9822astr; 9822cgrd; 9822(1utl; 9735cgrd; 9822e::UTL; 9822EGRD; 9822EG; 9822EMAP ·-· s --w ,,L-- I S4[T I CITY OF CARLSBAD I S1[6S I ENGINEER:NG DEPARTM[NT PRECISE BRA/JING Pl.ANS FOH: PALOMA!? FOHl/U LOT 5 PJ.P. 05-01 APPROVED Q'f' LLOYD 8. HUBBS /4, L C -,e '2. ~~ ·,:{ /¢f'.o,f" RCE 23889 c#IRES12 ~ CITY ENCINElR 0 -,i:: -' '' - OWN BY-'. PROJECT NO. DRl'WING ~~o. CHKD BY: G.VP P.I.P. 05-01 430-9A RVW!J BY: C*/ 0 :E ~ (i) 0,a::a. -n c,., 0: 0 I -0 )> I >/ .1 ;G ) -- 457.0 FF "56.J PAO* 2710 Loker Avenue West Suite 100 Carlsbad, Colifornio 9201 O 760-931-7700 Fox: 760-931-8680 Civil Engineering Pklnning Processing Surveying ' NOTE: PAD £/£VA TION SHOWN IS APPROXIMATE. ACT/JAL PAD GRADE SHALL BE DETERMINED BY THE STRUCTURAL SECTION OF THE SLAB PER SOILS ENGINEER's RECOMMENDATION. L #.1.5 FF 482.8 PAD.* A "AS-BUILT " DESIGNED BY: ~J.J~, __ DATE: APRIL 2005 ' DRAWN BY: B.0.'D. SCALE: 1" = 2D' ,.ef;t{,, _ -~ J!z'f/0(, PROJECT MGR.· KH JOB NO.: 011010-11 ~ 1----------------1 P.E.,O22.1 EXP 08. DATE RCE: INSPECTOR 'f/47'/41 DATE I I I II~ M I I I I #.1.5 FF 482.8PAD. . CURB OUTlET F DETAIL SHEET 2 \ 462.5 Fl ~ ~":,-50' tt_,. ~..,. ·O NOTE!! SEC SHEET 11 RR S1rRII fJIWN !'WIS S££ OWG ,fJQ-IJ RR WA l'E7i' /IIPROlalENTS BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DA TA R-1800 308+16 ELEVATION: 297.25 M.S.L DATUM: NGVO 1929 I I \ ~ 12-,12.2..ta /1\ '' A<;i BIA .....!.k -r' ··---· DATE INITIAL . DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL I: \981022\9822£G05.dwg Oct 24, 2005 9: 41om Xrefs: 9822out!; 982209rd; 9622astr; 9735agrd; 9822EGRD; 9822EUTL; 9822EG; 9822EMAP DATE t 1 [_ £k'l5T. 6R()(;I\I(} __..')( -- fl"!'.-'6' 8/ifJl'l !Xf(,:-1:1n SECFIQ;V 'B B' N()~ a· s· 20' -----10 40' SCALE: 1" = 20' I SHSET I CITY OF CARLSBAD I SH{ss I ENGINEERING DEPARTMENT PRECISE QIWJ/NG PWIS FOR: PALOMAR FORUM LOT 5 PJ.P. 05-<JI APPROVED (JY LLOYD B. HUBBS ~ . ~~d ,,_y"'lf_,,. ,tt:.. 1f/f,,,-,s RCE 23889 i:&PIRES ---::.31-05 CITY ENGINEER ~D -TE OWN BY: PROJECT NO. DRAWING NO. INITIAL CITY APPROVAL CHKD BY: Cf1G: RVW0 BY: P.lP. 05-01 430-9A 16 GREY HAWK CT. SEE DWG 399-4A 11 ' ··-y(-- 44fa// /'1---trti'f- ·---. ~-±---I-~ 271 0 L.01<.er Av~nutt Wein S,iitfi 100 Car!sbaC, Californic 92010 760-934 -7700 ! ox: /50~':l,$' ~66t\Cl Civil Engineering Plar-ring Proce5sing SurvBying AA • NOTE: PAO ELEVA!ION SHOWN IS APPROXIMA/E ACTUAL PAD CflAl}E SHAll BE DE/ERMINED BY THE STRUCTIJRAL SEC/ION OF THE SLAB PER SOILS ENGINEER'S RECOMMENOA!ION DESIGNED BY: ~,J. DATE: .Af'~lk 290_5 . DRAWN BY: B.O.'D, SCALE: 1° = 20' PROJECT MGR.:~K=H __ JOB NO :_J)lJ0I0-11_ f-----------------i Pc 6022. _,, ENGINEER OF WORK: K~N~ -DAfE: 1/J'dA RC£: 60223 I i:l I 91 S££ SH££T 3 / i / / 444.0 FF ./ #J.JPAO* / / 0 444.0 FF ~ #J.J PAO" / 444.0FF «J.J PAO* } ~ I i i-I"-/ UILT " DATE \C (, IAA.o IQ, \ 1 \ . ~1 l, \ / \ • -·4 AA'q yS !. [lg I ~ :,e f "' .. ill ~, ; I i:l .,, "' ) , ! A' ••"· ~A?() yS· ,J"---'--1"":rSr-"-¥-' ¢ "' ~ Y' /2 .... 0:, BB 0 #1.0 FF 446.3 PAO* T 448.0 FF #1.JPAO* R 441.0 FF #6.3PAO* U/ _/ #8.0 FF #7.3PAO* S££ SH££T 8 NOTE!! SEE SHEET f 2 FOR STrRM DRAIN PLANS S££ OWG ,f.,J/)-g FOR WA lER !AIPROV£JIENTS BENCHMARK: OESCRi~IIOII: STANDARD smEET SURVEY MONUMENT LOCJ\T!CN APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CFNTERUNE OF £L CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA R-1800 308+76 ELEVATION: 29125 M.S.l. 'lATLM: NGVD 1929 -----------. ...... ----------------------- -------- ------------ ----------- ---------------- .. -- -------------- 1212.2..lo h\ "A'S 51,fl LT" • DA'TE :NlTIAL t..NGIN!:.ER or WORK REVISION DESCRIPTION i: \981022\9822EG06.dwg Sep 29, /005 1: 53prr . . s #7.0 FF 446.3 PAO* V #8.0 FF #7.3 PAO* ----1--- 4 ' !1 i ~--~ ---- ~-b~,a-r=-C-+---'! \-.. '<) ' "'.j o· 5' 20' 10 40' SCALE: 1" = 20' I SH6ET I CITY OF CARISBAD I SH1E6S I ------.. --- - - ------------------ENGINEcRING DEf'ARTMErH PNfCISE GHI/DIN0 Pl.ANS FON: PALOMAR FORUM LOT 5 P.I.P. 05-01 .... APPROVED /] Y . ""z LLOYD B. HUBBS o/llt-"'~ /4 ~,:: ·-cl ~-c..e,-RCE 23889 EiF>TRls 12 1~os c1=Y l:J,GINE!:.R TE DWN ov: PROJECT NO. DRAWING 1,0. OATE INITI.AI DATF !:-.JITIAl C"IKD BY: Gllf' P.lP. 05-01 OIHER APPROVAL cr;y APPROVAi RVWD BY: C&~ I 430-9A :~rr.fs: 98?/ostr; 98?2aut!; 9872FCRD; 9822EUTI_; 9822CGRD; 9822DJTL; 9822EG; 9822EMAP; 9822fGRD: 9822AG~C / 0 :E 0-(i) 0~ -n w ~o I -.0 )> --H--t--->A i-- s #7.0 FF #6..J PAO* V : \ ql \ 447.4 "".->.9 ?¢,,> 5----it:--t, 1-P""-------\- #&OFF #7.JPAO* .,.....,.;:;..,.....--,<,dl::::::::lb.,..,_,.-r-t'-_. ri c::.i . 1/!',.Lli=:::\I ~~1j\ ¢4? '7 F - . . ' _, ·;,;" -, --SB--~rj,}------__,.,~ __L_J_::::t=')-'---~--------- ) , 447.3 TG _,,., -- ,n9 F 4,-;,• f c~/~, s 271 0 Loker AvC'1UC West Civ:, Engineering Suite 100 l'"!onnin9 Cor1sbod, Cafifor:'l:o 92010 0 rocessing 760-931-7700 Surveying f<Jx: 760-9J1 -8680 w 451.5 FF ./50.8 PAO* 451.0 90' X DESIGNED BY: J.J. --t- i C' DATE: SCALE: APRIL 2005 DRAWN BY: ____ B.O.'O. ----_ _1"_=_20' --- PROJECT MGR.: KH JOB NO.: 011010-11 ENGINEER OF WORK: 144:li DATE: ,. ,4,/4s- KEITH W. HANSEN RCE: 60223 SEE SHEET 4 y 455.0 FF 454..J PAO* 80' . \. / A'-"" -,c,..----"',.,.:,.....,--- '/' _,,../'~r,,. / / "AS-BUILT j,;{.;f__ J "'t). P E 4o2e.? EXP ~jro,hg R&. BY: (l_d!L__ tNSPECTOR I H 13/ZV~ DATE £~5/47 , ' Dt,TF NOTE!! !00' z ,f56.0 FF 455.J PAO* S££ SHEET 1J RJR STORM ORAIN PLANS SEE owe 4.J0--9 RJR WATER IIIPROVEMENTS BENCHMARK: DFSCRIPTION: STANDARD STREET SURVEY MONUMENT LOCA"ION: APPROX 1400 FEIT SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA R-1800 308+16 ELC:VATION: 29125 M.SL DATJM: NGVD 1929 45' ---- ------ '" --- 12.1" Jo& /1\ DATE INITIAL v,; 'NOT£: PAO ELEVATION SHOWN IS APPROXIMATE. AC!IJAl PAD GRAD£ SHALL B£ D£T£RM/N£D BY TH£ STRUCTURAL SECTION OF TH£ SLAB PER SOILS tNC/NffR's RflVMMENOATION ------------------------------------------------------------- ------------------ ---------- "f-0 BUILT" DP.TE INITIAL DATE iN!TIAL REVISION DESCRIPTION -- ---------- --- ENG'NE~-R OF WORK OTf-si:R /'.OPROVIJ Ci IY APPROVAL I: \981022\9822EGO/.dwg S€p 29, 2005 3: 12pm Xrets: 9822outl; 9822.ogrd; 9822ostr; 9822EGRO; 9822EU-'L; 9822eg: 9822EMAP o' 5' 20· 10' 40' SCALE: 1" ~ 20' I S7FT I CITY OF CARLSBAD I s16sl ENGl>JEERING DEPARTMENT PR!CISE 6!W)/NG Pl.ANS FOR: PALOMAR FORUM LOT 5 P.I.P. 05-01 APPROVED ,SY-LLOYD B. HUBBS ~~~~Er✓GINFFR 1-ffe~S ATE DWN BY: PROJFCT NO. DRAWING \/0, CHKD ~t~~ P.I.P. 05-01 430-9A RVWO 0 ~ ...... G) 0~ "T1 w 0:: 0 I --0 )> 2710 !nker Avenue We~! Suile 100 C<Jdstiud. Ga!ifurnio 92010 760·931 7700 Fa)(; 760-931-8580 Givii Fn9ineering Planning Pfl.JG(JSSi11g Surveying ·l ' / AA #6.0 FF #5.:JPAD* ENGINEER OF WORK KE'.lTH W. HANSEN 4 fl '\ I / ' i /; I / w " ' ,,, ,,./ / . C ,✓•J' _ .... DATE: 9p,./4 RCE: 60223 INSPE8TOR SEE SHEET 6 / I I BB ... '::, lo/i!j '\ '_.!> , t ~ ' / #8.7FF #8.0 PAD* Z,r,, I ·< -. . ---~ . ·""1,;1:-,.,,;,::· ~ -· ---~ 111==='~7'==~--~···"' . -"' ,,,.,.~ ';.,,:;;;; ,.· '.J -~~ > ;1 ---!'" ~ ~ ,,.,,~ -;,,tr~ ,/ :::: -/ "" ,• . ;;:: 'I-• C .,,..,.,. "'<);) \ /--· .. ~ ·. r,,...:;;;~t;:=.· /' . 'I-', ;/ ',' ,,,--- t -, ~ "/ * NO/£· PAO £L£VA!ION SHOWN IS APPROXIMATE ACTUAL PAO GRAOE SHALL 8£ OETERMINEO BY rH£ STRUCTURAL SECIION OF TH£ SIAB PER SOILS ENC!NE£R'S RECOMMENDATION " 1zf~~ DATF NOTE!! SEE SH/IT 14 FOR STORM DRAIN Pl.ANS SEE 0/WJ ;f:J(J-g FOR WA 7ER IMPflOVBIENlS BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX 7400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON C£NTERLINE OF EL CAMINO REAL RtCOliD HOM: NORTH COUNTY VERTICAL CONTROL DATA R-1800 308+76 t~FVAT!ON: 297.25 M.S.L. O,\T!iV: NGVD 1929 ---------------------- ---- ---- - -------------------------- ' - 12.122.lolo /1\ • AS SUIL-T' • DATE. lNlltAL ENGINEER OF WORK REVISION !; \981022\9822EG08.dwg Sep 29, 2005 1: 56pn' .. ' - ------------ -------------------- DESCRIPTION Xrefs: 9822aslr; 9822autl; 9822EGRD; 9822E:.Ull; 9822.eg; 9822!:M.4.P; 9822AGRD o' s' 20· 10 40' SCALE: 1" ~ 20' ' \ ... , .. I s~BET I CITY OF CARLSBAD I ~H1l6S I [l'iGiNEFRING DEPARTMENT PR£C/S£ BIWJING Pl.ANS FOR: PALOMAR FORUM -------' -'' LOT 5 PJ.P. 05-01 ftPPROVCD ar LLOYD B. HUBBS &~.::~~~ il}fo:£. RCE. 23889 ~S 12 ;1-05 C:lY E.NGINEER .711E CW'! BY: PROJECT '10. DR,\WING NO. DATE IN!T,Al DATF 1:-.JITIN_ CHKD BY: i:;.'l!P OTHER APPROVAL CFY AP0 RCVAl RVIYD BY:.bi'.l-P.I.P. 05-01 430-9A --------- 0 6,0JO SF (FlR) !, 370 SF (,WEZ) 7,100 SF (TO.TN) \ I I \ t I I 2rc ,_oker Avenue West Svite 100 Corlsbv\:, C<J!ifornio 92010 760-9.31-7700 Fax: 760-931 -8680 Civil Engineering Fl1rnring Proce::sing Surveying DESIGNED BY: ....=J.J"'-. __ DATE: N'RIL 2005 DRAWN BY: 8.0.'D. SCALL 1 • = 20' PROJECT MGR.•-~ =KH~_ JOB NO.: 011010-11 ENGINEER OF WORK: DATE f /4,/4 KEITH W. HANSEN RCE: 60223 11,Sl'tCIOR 7-8 ' *o,.,, l ?~ . 3'-1 .o:t~ ' <, ' ' • "f;,_;-I SEE SHEET 12 tt./tt/1)(?_ DATE NOTE!/ SEE SHEET .J FON tJHAOINC SEE 0/Kl 4.10-9 FON WA7E1/ HIPROVEMENTS BENCHMARK: DESCRi''TION: STANDARD STREET SUR'IEY MONUMENT LCCAT:ON: APPROX 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERUNE OF EL CAMINO REAL RECORD fROM: NORTH COUNTY VERTICAL CONTROL DATA R-1800 308+76 ELEVATION: 297.25 MS:L. DATUM: NGVD 7929 --- --------------- --------------------------------------------------------- tif:1.2 (a ----------"---- ill -1rA'3 ,e;v, ii:.-f'' 'DAT!: N!T!/IL t:.NGlNl:!:~ Oc WORK REVISION I: \981022\9822EG09.dwg Sep 29, 2005 1· 59prr - D 4410 fF 446,J PAO ----- -------- ------- --------- - ---- --- ----------------- DESCRIPTION ----------- -------- o· 5' 20· ---10 40' SCALE: 1" = 20' / •' , ----114.00' ~ 24' HOP£" @ 0.88% ---- - ------------- ----- ----------- - OAT[ INITIAL O!"Hll~ APPROVAL --so -- £ 447.0 FF 446,J PAD s 447.0 FF 446.J PAD ~ ~ ' ~ I 5' ~ ,, V) ,,. ~ V) '0 ' I s~9E, I CITY OF CARLSBAD I SH1E6S I ENGINC:ERl'!G OE:OARTM ENT PRIVATE STomt DRAIN PLANS FON: PALOMAR FORUM LOT 5 PJ.P. 05-0f A?PROVED 6 r LLOYD B HUBBS A --/? ,~ . . ./ //ltrfcs RCE 23839 [Xl?'IRES 12-3W!'05 CITY ENGINEER "D E - DWN av-'. PRCJECI NO. DRAWING NC. '.)ATE !N!T!AL CHKD BY:~ P.I.P. 05-01 4J0-9A C!lY APPROVAL RVWG RY: _ >::r·efs: 98//FMAP; 982.?AGRD; 9B22ASTR; 982.2AUTi.; 97.35AGRD; 982?EGRD: 98?2DGRD; 9822DUTI .. ; 9822fC; 98220,tl \ ----so-- E 4410 FF 446.J PAD - 23.5/'N 6" HOA'"-"...+-+-l-' @2.55% -·""'_,.,~ ~ \\. ·•-="""'-· \ "" 0 0:01[0 0~ ; ,> ,,,~c; -"·, 00000,,,,,, .... ,, 00······••·•· ~~·•··•·••"·""' ....... o ~ ... ...... ., .. ,. . .... ----so F 450.0 FF 449.J PAO 184. 75',.., 18' HOPE @ 2.11% G 451.0 FF 4503 PAO 3.90',.., 6' HOPE @!l/0.25% ,: 'j i ~~ t-..::: j <:':.i; 'Ill ; \;., "' ~I .i' I "' ... tfl <) - "A -BUILT 0 f.,...~ DESIGNED BY: _,,,J.,,,J. __ DATE; APRIL 2005 / ~ DRAWN BY ij,Q.'0... SCALE: 1• = 20' ~ PROJECT MGR .. :" _,K~H,___ JOB NO.:_ l)JJ91Q-ll _L_ ___ -¥---~- C O LJ S U _L_T . N _=T~S~-~------------i / -..,,.,.,._ 271 0 Loker Aventie West Sl,ite 100 Codsbod, CcllforniQ 92010 760-93 '1 -7700 Fox: 760-931-3680 Civi; Enqineerhg Plonning Processing SurvP.ying , P~.-•57 UP.-~=o ENGINEER OF WORK: H D/IT[ --- !'.i ") 185.00N !8" HOPE@ 1.30% so ...,__ --- I OU NOTE!! H 454.0 FF 453.3 PAD SEE SHEET .f. FOR /JHAfJING z 456:0 /f 455.J PAD SEE 01119 .f.JQ-/1 FOR WA 7EJ? INPR0'81011S BENCHMARK: DESCR'PTiCN: STANDARD STREET SURVEY MONUMENT LOCATION: APP.ROX. 1400 FETT SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF El CAMINO REAL RECORD FROM NORTH COUNTY VERTICAL CONTROL DATA R-1800 308+16 [LEVATIOH: 297.25 MS.L. DATUM: NGVD 1929 I 454.0 FF 453.,J PAD ------------ ------------ ------------------- 12/ifJpi ..... &.." A-s 121J11-T' INITlA' FNGINF:ER OF WORK REVISION l: \981022\9822EG10.dwg Sep 29, 2005 2: 00pr, I I . ·- DESCRIPTION 20' ---203.0-,., 12" HOPE@ 3.20% __ .,,.... ___ _ ---so 10 SCALE; 1" ~ 20' 40' ' 1 ~ --~•<••"~•~··= ----- -------• • 0 0 00 .... DATE INrnts.L OTrlER APPROVAC.. j 4570 FF 456.J PAD """ """ I s101 I CITY OF CARLSBAD I S1E6S I ---- ---------.. ENG:N[[RING DEPARTMENT 0 --- PRIVATE STORA/ OHA/N Pl.ANS FOR: PALOMAR FORUM LOT 5 P.l.P. 05-01 -~ROVEDdr' LLOYD 8. HUBBS ; . ·/? . ;," . •/ ,1h?fD S: RCE 23889 1:ji:p1RE.S 1~31-05 GrlY l~'Gl'IEC R 7 A'T ✓ 1 h,. u. •' DWN BY: PRO.JECT NO. DRAWING ND. DATE IN!TIA' CHKD 8Y:2!c_ CITY ArrROVAi_ RvWD BY: P.!.P. 05-01 430-9A Xrefs: 9822Ei\1AP; 9822astr: 9822ogrc; 9822outl; 9735ogrd; 9822EUTL; 98?2EGR:l; 987?fG t:::::) ~ ---+---------430-- L 271 0 Loker Avenue West Suite 100 Carlsbad, California 9201 O 760-931-7700 Fax: 760-931 ""8680 K 460.0 fF 459.3 PAD - Civil Engineering P!oMirig Processing Surveying DESIGNED SY: J.J. DATE: APRIL 2005 --- DRAWN SY: B,O,'!). SCALE: 1 • • 20' PROJECT MGR.· KH JOB NO.: 011010-11 _J_ " S-BUILT " /-H 1/z-1/;;Y;. DATE r NQT£JJ ] SEE SHEET 5 flR GIWJfNC , SEE l)ll(J ,fJ()-g RR 11/ATCR IJll'R(MM£NTS BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX 7400 FEET SOUlH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERllCAL CONTROL DA TA R-7800 308+76 ELEVATION: 297.25 MS.L. DATIJM: NGVD 1929 I .. 1212.2101,, /1\ '1A5 BUILT" DAie !NIT!Al DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL I: \981022\9822EGl 1.dwg Oct 24, 2005 9: 43am Xrefs: 9822Emap; 9822outl; 9822ogrd; 9822ostr; 9735agrd; 9822.EGRD; 9822EUTL; 9822EG o· s· 20· -----10 40' SCALE: 1" = 20' I S1E1ET I CITY OF CARLSBAD 1 S1EsS I ENGINEERING DEPARTMENT PRl'IATE STOlill IJIWN Pl.ANS flJR: PALOMAR FORUM LOT 5 P.J.P. 05-01 APPROVED di" LLOYD B. HUBBS 4 ~ ~ ~ ~~ .:A ltp7/o:£ RCE 23889£ IRES 1~05 CITY ENGINEER --DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: w ClTY APPROVAL RVWD BY: P.I.P. 05-01 430-9A c~/??~, DESIGNED BY: J.J. DRAWN BY: B.O.'D. PROJECT MGR,: KH s 2710 Lo;.::er JI.venue West Civii Engineering ENGINEER OF WORK: Suite 100 Plonrsing Corlsbod, Cdfornio 92010 Proce1:1sing ~/4 760~93'.-7700 Surveying Fax: 760-931-8680 KEITH W. HANSEN -- DATE SCALE: y l l j APRIL 2005 1· = 20' JOB NO.: 011010-11 . DATE: wr RCE: 60223 SEE SHEET 9 w ------- N 444.0 FF 44JJ PAD "AS-BUILT );{JL jc. - - .. Exr G/3i.7/,:,g r.E. ""'2Z~ ,-- R:TEDJ)J et!, INSH:.CIOR 0 444,0 FF 14JJ P~D 444,0 IT 44JJ PAD " ./2Av1~ 01\TE #1/47 DTE ! -,✓,-.. ~-+l/\ ?:~ -: /~//✓A•·,······ ··i---n L~ Ii i .. f-lr,,·,7•L.r--•-•·--•~-.-jJ_ V.......;i_~-"----'-J--'--+~--; c' / d~ ,j, . . . . •· ,, ... ,,,,,.,,,,,,,.,,.,l,., .. , ..... ,j, .. ,.,.,,,,,,,,,,,,,-,,_,,~·+·•·"', ' ,/' ,· ·1 ' ,.,,,,,,,1;,...,., ' BB Q 4470 FF 446.3 PAD T 4180 FF 441.J PAO ---!1~/j:_ 18" HD '£ @ 1.99% ·--------------- If--- SEE SHEET 14 NOTE!! SE£ SHEET 6 FOR CRAIJINC SE£ OM; -0()-9 FOR WA!FR IMPROOENlS BENCHMARK: DESCR:PT!ON: STANDARD STREET SURVEY MONUMENT ' ; M ,c>'-M''"' >'0 ~ L.._ .• ' R 44/0 FF 446.J DAI) u 4180 ff 44/J PAD -"-~ ---- ~-;; r ? ~~,,--r+ .ii ""l;)l\ 1 '), \VA ) ~~" 1',!1· \ '"i 'r :'l°'' } . LOCATION APPROX 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF ----------- - - ---------------------------------- ------ EL CAMINO REAL RECORD FROM: NOR TH COUNTY VER //CAL CONTROL DA TA R-1800 308+76 E!J:.VATION: 291.25 MSL D~TJM: NGVD 1929 - - - - /2/22 Im. /,\ " As 0 \.11.!cc -r·• DA,t iNlT!AL EI\G!NE.E.R OF WORK REVISION DESCRIPTION I: \981Cn\9822FG12.dwg Sep 29, 2005 2: D8om ------... .. s 4410 f} 446.J PAD V 448.0 FF 44l .. } PAt7 I 512T I ------------------- O' 5' 20' 10 40' SCALE: I" = 20' 1 \ . J u ........+- CITY OF CARLSBAD SHEETS 16 ENGINEERING DEPARTMENT ------------------------PRIVATE STORM ONAIN PLANS FOil: PALOMAR FORUM LOT 5 P.I.P. 05-()T ------AP0 ROI/ED,!IY LLOYD B HUBBS ----.. --------4<~~~ 14/~12.S" RCE 23889 E Rfs 12 -os"'c TY D"GINEER D E ----- -------------- OWN BY: l'ROJECT NO. DRAWING NO. --------... ---DAT[ INITAl.... DATE IN!T!AL CHKC BY: Gv!'i ◊~-HER APPROVAL CITY APPROVAL RVWO BY ~•-P.I.P. 05-01 4J0-9A Xrcfs: 9827FMAP; 9735cgrd; 98?2agrd; 981?os;r; 98??aut!: 98?2FCRf); %22tl'1!.; 98//DCRO; 98?2DUTI.; 9822FC \ \ s 4470 rr 446_3 PAD V 448.0 !T 4413 PAD 8 I ? \\'. ~a'\ /'---~··i"~~'i~1 --""' -~,.~<S~ ,. ----- I ., ~••'" -~,-=- \ 2710 ~oker Avenue West Su'te 10D Carlsbcc:, Co<itornia 92010 760~93'. ~ 7700 Fox; 76C-931 -8€80 Civil Ergirecring 1-'lar,,-,:r.g Processi:ig Sun,eyinq X 451.5 fF 450.8 PAD DESIGNED BY: _,,J_,,,,J~. __ DATE: APRIL 2005 DRAWN BY: _ 8.0.'D. SCALE: J • _= 20' __ PROJECT MGR.~• _,,K.,_,H __ JOB NO.: 011010-11 ENGINEER OF WORK, --:di?!(~~,,.~K.~·~•:-::.___JD~AT~E: ~9A~~~'d> _,L_')~-,l__/,,,_Ll~;_· _ KEITH W, HANSEN RCE, 60223 +!SPECTOR ,, DATE NOTE!! z 456.0 fF 455.3 PAO SE£ SHEET 7 FOR GRAD/NC SEE Dtw; ,1,J0-9 FOR WA TEH /MPRO'/tEJfENlS BENCHMARK: DESCRIPTiO~ STANDARD STREET SURVEY MONUMENT LOCATION: . APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DA TA R-1800 308+16 Fl F'IIITION: 297.25 M.S.L CATllM: NCVO 1929 /_/j,--· ,,~=-•,m•~ •~•~ ,,, i i!,i:C------'1 - -• --!:;=u it ' ' l \ j __ --->--- I Y-------/------' ---w ,,_ __ L _ _LL__L~_L----'_L-L---L--1 ; ··=,, / i o' 5' 20' 10' SCALE: 1" ; 20' --- ---------------------------------------------------------------- I s13 I CITY OF CARLSBAD I SH1EsS I ---- -------------- --------------------ENGIN[FRING DEPARTMENT PRIVATE STOHAI DRAIN Pl.ANS FOR: PALOMAR FORl/M LOT 5 PJ.P. 05-01 ---. -.. I... ... P.PP'<OV0 D 11 r LLOYD 8. HUBBS d, ,tr ~,a:::-~~-r/5~ _.~ ,~/,;(.e,S RCE. 23889 E.X ES 12-_-05 CITY E.NC,NEt.F~ 0 E- 12,l;ulo1p /)\ "A'5 i::IIA I Lf' CWN I DAit.:. ;Nll!Al-BY: PROJECT NO. DRAWING NO. 01\TE !N!TIAl DATE 11\JITIA! CHKD 8Y: C.::v~ CNGJNEL'< OF WORK REVISION DESCRIPTION RVVVJ P.!.P. 05-01 4J0-9A OTHER ArPROVAL r,ny APPROVAL BY: t!'c•· :; \981022\9822EG<f.3.dw§ Sep 29, 2005 2: 09prr Xrefs: 9822E.MAfJ; 9822outl; 9822ogrd; 9822mm; 9/.3'.>agrd; 9822EGRD; 9822EVTL; 9822eg EXIST. 20' WIDE GENERAL UTIUTY EASEMENT &: ACG£SS EASEMENT AS SHOWN ON MAP No. i 483 I_ .• . ~ \s -------\ '). ~ 2710 Lok0r Avorvc West su;te 1 OD Carlsbad, California ::12010 76C-9JS -7700 Fox: 760-931-868::> Civil Engineering Plann,ng Processing Surveying AA 446.0 FF DESIGNED BY: J.J. DATE: APRIL 2005 DRAWN BY: ____ 8.0.'0. ______ SCALE: __ t_:_~ __ 20' _______ _ PROJECT MGR.: l<H ..... JOB NO.: 0110J0-11 ENGINEER OF WORK; DATE: KEllH W. HANSEN RCE: S££ SH££T 12 OJ ==-~~----~--~~-·:tTI I \-i;\ r--·--.. "!.~ • , I t---,.IP•··-··1 ' • ! ,It.,;;~~~~~ ··= . . . ......... . 88 4490 FF 448.J P~D SEE SHEET 8 FOR CIWJINf; [ NOJE! SEE DWC 430--9 FOR WA lEH IMPRl)VBfENTS BENCHMARK: ) DESCRIPT10N STANDARD STREET SURVEY MONUMENT LOCATION APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERUNF OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA ir-1800 308+16 297.25 M.S/.. Dl,TUM, NGVD 1.929 .. ------ ------ --------.. ·-------- ' .. );i.i2.2toi, 11\ 1 DATE I Ni f!AL ENGINEER OF WORK .. -~ / w ~- ,,/· .~•· ,,-" -------... - -----. --------------------------- "A'5 13U!LT• REVISION DESCRIPTION ,: \981022\9822EG14.dwg Sep 29, 2005 2: 10Dm ------... . . .. --------------------- DATF iN!TIAL CTf ICR APP~OVAL Xrefs: 9822.E~AP; 9735091d; 9822cgrd; 9822ash; 982201.;ll; 9822E3RD; 9822EJTL; 9822eg; 9822FGRD o· 5• 20' 10 40' SCALE: 1 • = 20' I sr41 I 1 s~1tsS I ----- - ---- -.. CITY OF CARISBAD 'NGIN[l"RING DfPARTMFNT PRIVATE' STONAI DRAIN PLANS FOH: PALOMAR FORUM LOT 5 PJ.P. 05-(Jf APPROVEDIJY LLOYD B. HUBBS ' ...... .. A -~ ~ -' . ,, .11/;$.r,, -$". RCt. 23889 1:.X lS 12-31tlll5 CIIY E.N(il"t.l:.R 7. ·E DWN tlY: PROJECT NO. DR,~WING NO. DATt !NIT;A[ CHKD BY: Gill? C<TY APPROVAL RVWD BY: j_.,J P.I.P. 05-01 430-9A EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RON DAVIS AT LUSARDI CONSTRUCTION PHON[; (760) 744··3133. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVEN/[NT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICE:S WH[N RAIN IS [MIN[NT. 3. DfVIC[S SHOWN ON PLANS SHALL NOT Bf MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINE[RING INSP[CTOR. 4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL D£VICES TO WORKING ORDER TO THE SATISFACTION OF THE CllY ENGINEER AFTER EACrl RUN-0/T PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OP[RATIONS OR UNFORESEEN C/RCUMSTANC[S WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHER[ IMPOUND[D WATERS CREATE A HAZARDOUS CONDITION 7, ALL EROSION CONTROL MEASURES PROV/0[0 PER TH[ APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAJN PROBABILITY EOR£CAST EXCE£DS FORTY P£RCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYP[ WITH 3/4 INCH MINIMUM AGGREGATE 11. SHOULD GERMINATION OF HYOROSEEDED SLOP[S FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION ANO SEDIMENT CONTROL .HANDBOOK OF TH£ DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING ANO IRRIGATION SHALL 8[ INSTALLED AND MAINTAINED AS R[QUIRED IN S[CTION 212 OF THE STANDARD SP[CIFICATIONS AND THE FOLLOWING: A HYOROS£EDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR ST[£PER WH[N THEY ARE. a. THRE[ FEET OR MORE IN HEIGHT ANO ADJAC[NT TO A PUBLIC WALL OR STREET, b. ALL SLOP[S 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY TH[ PARl<S AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY Tl-IE CITY ENGINEER THAT W4RRANTS IMMEDIATE TREATMENT. B. HYDROSEEDEO AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH TH£ FOLLOWING CRITERIA: C. D. E. 1. ALL SLOPES THAT ARE GRADED 6:1 OR ST£EPER AND THAT ARE: a. THR[E TO [IGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOS£ BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER !-/EADS PROVIDING 100% COVERAGE b. GREATER THAN B FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYST[M OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2 AREAS SLOPED L[SS THAN 6: 1 SHALL 8£ IRRIGA TEO AS APPROVED BY Tl/[ CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSTS OF Tl-IE ELEM[NTS OF THE PROPOSED SYSTEM 3. IRRIGATION SHALL MAINTAJN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LfVEL FOR TH£ GROWTH OE THE HYDROS[EOED GROWTH. HYDROSEEOING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1, SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACR£ OF ZORRO FESCUE c. J lbs, PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHIUEA MILLEFOLIA e. J lbs. PfR ACR[ OF ALYSSUM (CARPET OF SNOW) f. 1 /2 lb. Pl:R AC.RE OF DIMORPHOLFCA g, ITEMS c,d,e, AND f OF THIS SUBSECTION MAY 8£ OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEED[D IS NOT VISIBLE FROM EITHER A PUBLIC STRE£T OR RES/O[NTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACT[RIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORT[D TO THE JOBS/TE IN UNOP[N[O CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD ANO AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE AOD[D TO THE HYDROSEED SLURRY AT THE DISCRETION OF TH£ CONTRACTOR. 2. JYPf 1 MULCH APPLIED AT THE RAT[ OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS US[O IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPUED AT THE RAT[ OF 500 lbs. PER ACRE. AREAS TO 8[ !-IYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROS£EOING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALl</NG SLOP[S STEEP£R THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER Tl/AT ARE SUFFICIENTLY FRIABLE. c, RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTUR[ TO PROVIDE A DAMP BUT NOT SATURA TEO SEED BED. b, THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYOROSEEDEO AREAS SHALL BE MAINTAINED TO PROV/0£ A VIGOROUS GROWTH UNTIL THE PROJECT IS P£RMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEO/NG IS THE PERMANENT LANDSCAPING, UNTIL THE PROJ[CT IS COMPLETED AND ALL BONDS RflEASED. EXISTING GROUND \ 14'MIN. 50'MIN. 12" MIN. ·· PROFILE 2" MINUS ROCK 124:M/N I .El.NJ t PUBLIC R/GHT- OF -WAY PUBLIC RIGHT-OF-WAY v~ I I \ STE[L SHAKER PLATES/RUMBLE RACKS PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCT/ON ENTRANCE AND PUBLIC RIGHT-OF- FENCE/BARR/[R TO RESTRICT WAY 1 TRAFFIC ro THE CONSTRUCTION ENTRANCE-, STABILIZED CONSTRUCTION ENTRANCE PER CALIFORNIA SrDRMWATER BMP DWG, TC-1 1. SET POSTS AND EXCAVAT£ A 2. STAPLE WIRE FENCING TO 4 BY 4 IN (10 BY 10 CM) THE POSTS. TRENC/i UPSLOPE FROM AND Al.ONG THE LINE OF POSTS. 3. ATTACH TH£ FILTER FABRIC TO 4, BACKFILL AND COMPACT THE TH£ WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRfNCH. SILT FENCE 9 IN (23 CM) EARTHEN RIDGE UNLINED SWALE & BERM ~~ GRAVEL BAGS OVERLAP~----=---- ONTO CURB · '\ RUNOFF GAP BOWEEN BAGS ACTS AS SPILLWAY ~' ~~ J Ff (0.9 M) MIN. ~-----.~ ~-#' __ ~--'.,._ THREE LAYERS Of GRAVEL BAGS WITH ENOS OVERLAPPED GRAVEL BAGS '---vFRT!CAI SPACING VARIES B[TMTN 8' ~ cC 0 10' NOT{: INSTALL FIB[!/ ALONG' A LEVEL NOLL CONTO VR -· J.....---------. - ' ' ' ' '- FIBER -. /{\ DATE iN!!!AL SLOPF VARl[Y 't~ 't 4" MAX ! 12" M!Ni :y:f{:ii~¢~~ r--f7BfR HO/ l I 1" MIN. Jk:__ ~J/4"x3/4" WGOD STAKES MAX 4' SPACl.f✓G \__ SL'E DE/All ABO½: ROLL - ... f)I\Tf LEG.END DESCRIPTION QUANTITY SYMBOL STABILIZED CONSTRUCTION ENTRANCE 2 EA. UNIJNED SWALE & BERM GRAVEL BAGS SILT FENCE HYDROSEED c~/~' -·-··" '" ---s 4,000 EA. 140 LF. 400 SF. OOCX:::X:::X:X:· -0>---0>--- DESIGNED BY: J.J. DATL APRIL 2005 DRAWN BY: B.O.'D. SCALE: AS SHOWN PROJECT MGR.: KH JOB NO .. 011010-11 2710 Loker Aveciue West Civil C:ngineering ENGINEER Of WORK: Suite 1 OC Planning CorisMd, Co!ifor1il'l 92010 Processing ~/w, ~~ 760-931-//0G Surveying ,·ox: 760-931 -85P.C DATE: KEITH W. HANSEN RCE: 60223 "AS BUILT" 1~of ESS I O,t1, ,$> ~ VJ, H,4 '1( 14¥/(.,.j ;z/41/4~ g '$" '1-'~ 1-, v') -0 NO. 60223 R'; ~C" fio2?~ FXP ~ :i,Jd8 0/ITF ~ EXP. 6/30/04 f;J * * ~14/¾. J'"t,r, Cly\\-p_.'ii'-'c t/~7 < OF Cf\\.\,<l R C1\TE I s1s 1 I CITY OF CARISBAD SHEETS ENGINE:CRING DEPARTMENT 16 PRECISE GHAO/NG PWIS FOR: ----' ------PALOMAR FORUM ., LOT 5 P.I.P. 05-01 .. faPPROVED (JI"' LLOYD B HUBBS A 6 -1~ ~,ice·,£..... _ JµL'f/<22 "CE 23889r:::-ITT.512--05 CITY f:NGl'WER D [ ----OWN GY: PROJ[CT NO. DRAWING NO. INITIAL DATE IW!IAL CHKD ---- ~ NGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl IY APPROVAL RVWD BY: ~\If" BY:~.U P.I.P. 05-01 4J0-9A I: \981D22\9822EG1 b.dwg Sep 29, 2005 2; 11 pm Xrefs: 9822eg B -~ ---ti.......,_ 27;0 :.oker Avenue Wes•. S1.Ae 100 Carlsbad, Co!iforn!a 92010 76C-9J1-noo Fax: 760-93"· -8680 r l C Civil Engineering P/orr,:r,g Processing Surveyirg "AS-BUILT DESIGNED BY: ~J.J~·~-DATE: APRIL 2005 DRAWN BY: ao.'D. SCALE: ,s SHOWN # i. PROJECT MGR .. ~· ...rK,uH __ JOB NO: 011010-11 )P• =; ' f----------------1 PE 6o22? EXP.~/.$<1/,i:;\,'f " ENGINEER OF WORK: KEITH W. HANSEN RCE: 60223 NOTE!! El£Cl1W{IC OATA FllES AR£ FON REfER£NCE ONLY ANO AR£ NOT TD BE I/SEO FON HORIZONTAL OH VERTICAL SlllMY CONTROi. BENCHMARK: DESCR•PTION: STANDARD STREET SURVEY MONUMENT LOCAr:ON: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTE.RUNE OF EL CAMINO REAL RFCORD F'<OM: NORTH COUNTY VERTICAL CONTROL DA TA R-1800 308+76 ELE'IA'ION: 297.25 M.5:L. Jft.TUM: NGVO 1929 ' -----·. /1\ DACE ;~JITIAL DATE IN!TIAL REVISION DESCRIPTION ----- - - - :'.~C\NEFR OF WGRK OTHF~ APPROV/>i I: \981022\9822EG16.dwg Sep 29, 2005 2; 12om X~efs: 9822crnop; 9822.AG'(D; 9822ASTR; 9822At.:TL; 9735AGRD; 9822egrd; 9822£:UTL; 9822eg o· 100· 50 SCALE: 1" = 50' 120105 I s16T I CITY OF CARLSBAD I SHtss I C:NGINEERING DEPARTMEl•H EROSION CONTROL PlANS FOR: PALOMAR FORUM ------- LOT 5 PJ.P. 05-01 .•PP ROVED $ Y LLOYD 8. HU~ti: ~ r:;~ uv--r-~ ,~l1fl-:2~ RCF 23889 EX FS u::: :05 CITY "NG:NEf:R D.TE OWN BY: PRO,JFCT NO. DRAWING NO. DATE INITIAL CHKJ BY: G\/7 - --------------P.lP. 05-01 430-9A C!TY .A.PPROVAi RVWG 1:3v. .. ~