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Home My WebLink AboutDWG 450-6A; SDP 06-04; ROBERTSON RANCH EAST VILLAGE; 01-17GRADING AND EROSION CONTROL PLANS FOR GLEN RIDGE AT ROBERTSON RANCH EAST VILLAGE PLANNING AREA 15 GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15. 16 OF TH£ CARLSBAD MUNICIPAL CODE.) I. THIS PLAN SUPERSEDES All OTHER PLANS PRfl10USI. Y APPROl£D BY THE CITY OF CARLSBAD REGARD/NC GRAD/NC SHOl'tN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIi£ 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 PRO.ECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REUSE THESE PLANS IH-IEN NON-CONFORMANCE IS DISCOl£R£D. 3. CITY APPROVAL OF PLANS DOES NOT REL/£1£ THE D£1£LOPER OR ENC/NEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOl£R£1) DUR/NC CONSTRUC710N. All PLAN R£14SIONS SHALL BE PROAIPll. Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER JHLL BE REQUIRED FOR ANY WORK IN THE PUBLIC RICH T OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FIL£1) NAM/NC THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERAI/TTEE's POI.ICY IN THE MINIMUM AMOUNT OF ll,000,00000 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY !/f?/1/NC THE POLICY !.{UST HA vf A RA 11NC OF 'A' ANO A SIZE CA TE/JORY OF CLASS VAS ESTABI.ISHED BY "BESTS' KEY RA TING CU/DE 5. l/NLESS EXEMPTED BY SECTION 301.(b)S OF THE UNIFORM Bll/LD/NG COD£, RETAIN/NC WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARli.lENT: 6. NO WORK SHALL BE COMAIENCm UNTIL All PERMITS HAW BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 1. APPROVAL OF !HES£ PLANS BY THE CITY ENGINEER ODES NOT AUTHORIZE ANY WORK OR GRADING TO 8£ PERFORMED UNTIL THE PROPERTY OWNER's PERI.IISSION HAS BEEN OBTA/N£1) AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO R£14SIONS JHLL BE MAD£ TO THESE PLANS JHTHOUT THE JH?/TTEN APPROVAL OF THE CITY ENGINEER, NOTED JHTH/N TH£ R£14SION BLOCK. ON THE APPROPRIATE SHEET OF THE PLANS AND THE 11ll.£ SHEET. 9. OR/C/NAL ORAJHNGS SHALL BECOME THE PROPERTY OF TH£ CITY UPON BDNG SIGNED BY THE Cl TY ENGINEER. /0. THE ORIGINAL ORA JHNG SHALL 8£ R£14S£I! TO REFLECT AS-BUil T COND/110NS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY TH£ CITY. II. ACCESS FOR FIRE ANO OTHER EAIERG'ENCY WHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT All TIMES OUR/NG CONSTRUC110N. 12. WHERE TRENCHES ARE JHTH/N CITY EASEMENTS, A SD/LS REPORT COMPRISED OF: (A) Sl/1.IAIARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURWS, SHALi 8£ SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING 8/JSINESS IN THE FIELD OF APPL/£1) SOILS MECHANICS. THE SOILS REPORT JHLL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR IWTH/N THQ WORKING DA Y.S' OF THE COAIPLE110N OF FIELD TESTS 13. A SOILS COMPACTION REPORT ANO COMPLIANCE i,ER/F/CA710N REGARDING ADHERENCE TO RECOMAIENDA TIONS OUll.lNED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A 8/JILDING PERMIT. ALL CONTROl.1.£0 GRADING SHALL BE DONE /JNDER TH£ DIREC110N OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING 8/JSINESS IN THE F/£LD OF APPLIED SOILS MECHANICS. All Fill OR FVT/JRE Fill AREAS SHALL BE CONSTRUCTED IN ACCORDANCE JHTH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE • EARTHWORK SPECIF/CATIONS • ATTACHED TO THE PRELIMINARY SOILS INWSTIGA 110N. DAILY FIELD COi.iPA CT/ON REPORTS JHll 8£ SUBMITTED TO THE PROJECT INSPECTOR. /4. A PR£CQNSTRUCTION 1.1££TING SHALL BE HELD AT !Hf SITE PRIOR TO THE BEC/NNING OF WORK ANO SHALL BE ATTENDED BY All REPRESENTATIWS RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERl4SION. TESTING AND All OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUC110N MEETING BY CAWNG THE INSPECTION I.IN£ AT (760) 438-3891 AT LEAST FIi£ (5) JWRKING DA r., PRIOR TO STAR11NG CONS1Rl!Ci!ON. THE CONTRACTOR JHll THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE ANO 11AIE FOR TH£ PRE CONS TR UC 110N Al££11NG. APPROWO ORA JHNGS AI/JST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT !Hll BE PROl40£0 BY THE PROJECT INSPECTOR AT THE MEETING. 15. All INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCl/QN IIE£1/NC JlfLL 8£ MAO£ BY CALLING THE ENGINEER/NC 24-HOUR INSPEC710N REQUEST LINE AT {760) 438-3891. INSPECTION REQUESTS MUST BE RECE/1,fO PRIOR TO 2·00 P.M. ON !Hf OA Y BEFORE THE INSPECTION IS NEEDED. INSPEC110NS JHLL BE MAO£ TH£ NEXT WORK DAY UNLESS YOU REQl!EST OTHERJHSE. REQUESTS MADE AFTER 2·00 P.M JHll BE SCHmULEO FOR Tllf) FULL WORK OA>S LATER. !6. THE 01/NER AND/OR APPLICANT THROUGH THE OEW!.OPER ANO/OR CONTRACTOR SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL SAFETY D£14CES, INCLUDING SHORING, ANO SHALL BE som y RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STA TE ANO FEDERAL SAFETY ANO HEAL TH STANDARDS. LAHS AND REGULATIONS. 11. THE CONTRACTOR SHALL CONFORM TO LABOR COO£ SEC110N 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOJHNC TH£ DESIGN OF SHORING, BRACING SI.OPING OR OTHER PROl4SIONS TO BE MADE OF WORKER PROTECTION FROII THE HAZARD OF CAWNG GROUND DUR/NC TH£ EXCAVA 110N OF S/JCH TRENCH OR TRENCHES OR Ol/RING THE PIPE INSTAllA 110N THERDN. THIS PLAN MUST BE PREPARED FOR All TRENCHES Fl'.£ FEET (SJ OR MORE IN DEPTH ANO APPROl£0 BY THE CITY ENC/NEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVA 110N. IF THE PLAN VARIES FRO/,/ TH£ SHOR/NC SY.S'TEAI STANDARDS ESTABLISHED BY THE CONSTRl!CTION SAFETY ORDERS, Till.£ 8 CAUFORNIA ADJJINISTRA Tlvf COO£ !Hf PLAN SHALL 8£ PREPAREO BY A REG/STEREO ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA £XCAVA110N PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA VA 110N. 18. NO BLASTING SHAll BE PERFORJ.1£0 UNm A VALID BLASTING PERMIT HAS BEEN OBTA/NEl) FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA 110N FOR BLAS11NC PERMIT UELJ. IN ADVANCE OF THE SCHEDULING OF BLAS11NC OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOWREO IHTHIN ANY WORK AREA DURING CONSTRUCTION, OP[RA TIONS /lfLL lTAS( IAIAIEO/A T£1. Y. ANO THE PERI.I/TT££ JHLL N011FY TH£ CITY ENGINEER. OPERATIONS JHll NOT RESTART UNTIL TH£ PERM/TT££ HAS RECE/WD JH?/TTEN A/JTHORITY FROM THE CITY ENGINEER TO 00 sa 2a All OPERA 710NS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP. REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRl/CKS, £ARTHAIOl4NG EQUIPMENT, CONSTRUCTION EQUIPI.IENT ANO ANY OTHER ASSOCIATED GRAD/NC EQUIPMENT SHALL BE LIM/TEO TO TH£ PERIOlJ BETJH:EN 1.·00 A.Al AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO £ARTHAIOl1NG OR GRAD/NC OPERA !IONS SHAll 8£ CONDUCTED ON JH:EKENDS OR HOLIDA 'IS (A LIST OF CITY HOLIOAY.S' IS AVAILABLE AT THE ENGINEERING OEPARTJ./ENT COUNTER.} GRADING NOTES {CONT.) 21. ALL OFF-SITE HAUL RQUT[S SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL Tllf) FVll WORK/NC OA Y.S' PRIOR TO BEGINNING OF ~ 22 IMPORT MATERIAL SHAll BE OBTAINED FROM, AND WASTE MA lER/Al SHALL 8£ DEPOSITED AT, A SITE APPR0'.£0 BY THE CITY ENGINEER. 1HE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR OAAIACE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF TH£ GRADING OPERA 110N. 23. BRUSH SHALL BE REAIOl£0 ONLY It? THIN THE AREA TO 8£ GRADED. NO TREES ARE TO BE REA/01£0 UNLESS SPEC/FICAll Y NOTED ON THE PLAN. 24. All AREAS SHALL BE CRAOm TO DRAIN. GRAD/NC RES/Jl TING IN THE PONO/NC OF WATER IS NOT PERMITTED. All EARTHEN SWALES AND DITCHES SHAll HAW A AIIN/J.IUAI ONE PERCENT SI.OPE 25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROl£0 SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOl'tN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY TH£ PRO.ECT INSPECTOR. 26. ALL SI.OPES SHALL BE TRIMMED TO A FINISH GRADE TO PROD/JC£ A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND OROERL Y CON0/110N. ALL STONES. ROOTS OR OTHER DEBRIS SHAll BE REMOl£0 ANO DISPOSED OF AT A SITE APPR0'.£0 OF BY THE CITY ENC/NEER. 27. All SI.OPES SHALL BE IRRIGATED. STABILIZED. PLANTED AND/OR H'/DROSEED£0 JHTH/N TEN (10) DA Y.S' OF THE 11AIE WHEN £AQj SLOPE IS BROUGHT TO GRADE AS SHOl'tN ON THE APPROWD GRADING PLANS. 28. LANDSCAPING SHALL 8£ ACCO/.IPLISH£1) ON All SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL. THE LANDSCAPING PLANS FOR THIS PRO.ECT, ORAJHNC Na 450-6L ANO/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING 0/REC TOR. 29. THE 0/JtNER/APPLICANT SHAll ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRAD/NC PLANS JHTH THAT SHOWN ON BOTH THE LANDSCAPE ANO !RR/GA TION PLANS ANO THE IAIPROWAIENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE IWTH THE LANDSCAPE MANUAL TIME REOUIREAIENTS. Ja STORM DRAIN PIPE SHAll BE RE/NFORCEO CONCRETE PIP£ JHTH A MINIMUM 0-LOAO OF f,JSD. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PJ,C MAY BE UTILIZED PROl4DEO DEPTH IS LESS THAN 15 FEET ANO BACKFILL£0 JHTH J/4' ROCK PER SORSO S-4 T/1'£ "c' ANO PIPE MEETS ASli.l STANDARD 3034 FOR SOR JS SOLID WAll PIPE 31. IH-IERE AN EXISTING PIPE LINE IS TO BE ABANOONm AS A RESULT OF THE GRADING OPERA 110N, IT SHAll BE REAIOWD JHTH/N TIIENTY FEET OF BUILDING OR STREET AREAS AND REPLACED JHTH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE IHU. BE PLUGGED IWTH CONCRETE OR REMOWD AS APPROl£0 BY THE Cl TY ENGINEER. J2. THE CONTRACTOR SHALL WR/FY THE LOCATION OF All £X/S11NG FAC/LIT/£S (ABO'.£ GROUND AND UNDER GROUND} JHTH/N THE PROJECT SITE SUff/CIENll. Y AHEAD OF GRADING TO PERM/ T THE REl1SION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFUCT IWTH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL N011FY AFFECTED UTILITY COMPANIES (SEE BEi.OW} AT LEAST 2 FULL WORK/NC DA >5 PRIOR TO STARTING GRAD/NC NEAR THEIR FACILl11ES AND SHALL COORDINATE THE WORK JHTH A COI.IPANY REPRESENTATIVE. l!NDERGROUND SERl4C£ ALERT !-800-422-4/JJ SOC&£ (760} 480-1647 SBC /-800-892-0123 TIME WARNER CABLE {760}438-7741 CITY OF CARLSBAD(STREETS & STORA/ DRAIN) {760)438-2980 • CITY OF CARLSBA/J(SE~R, WATER & RECLAII.IED WATER) (160)438-2722 • SAN 0/EGU!TO WATER DISTRICT (160}6JJ-2650 'lEl!CAOIA COUNTY WATER DISTRICT {760)753-0155 • VAllEC!TOS WATER DISTRICT (160)1#-0460 • OLIWNHAIN WATER DISTRICT {760)753-6466 • BUENA SANITATION DISTRICT (160)126-1340 • AS APPROPRIA TE 34. PERMIT COMPLIANCE REQUIREMENTS· A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A C/14l ENGINEER, SOILS ENGINEER, ANO/OR CEIXOGIST TO Cl'.£ TECHNICAL ADWCE, OBSERW AND CONTROL THE JWRK IN PROGRESS l5.16.120A.8 CARLSBAD MUNICIPAL COO£. 8 PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOIWNG REPORTS MUST BE SUBMITTED TO THE CITY ENC/NEER 14A THE PRO.ECT INSPECTOR 15.16.120A. 10 CARLSBAD MUNICIPAL COO£.· (I) FINAL REPORT BY S/JPER14S/NC GRADING ENGINEER STATING All GRAD/NC IS COMPLETE. All EROSION CONTROi., SI.OPE PLAN11NC AND /RR/CA 110N ARE INSTALlEO IN CONFORMANCE JHTH CITY CODE AND THE APPROl£0 PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEER/NC OEPARli.lENT}. (2) AS-BUil T GRAD/NC PLAN. (J) REPORT FROM THE SOILS ENGINEER, IIHICH INCLUDES RECOMMENDED SOil BEARING CAPACl11ES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIi. 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 JHTH THE REQUIREMENTS AND RECOMMENDATIONS OUll./NED IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEAIEN TS THERETO (4) REPORT JHTH AS-BUil T CEOI.OG/C PLAN, IF REQU!Rm BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED JHTHIN ONE (I) rEAR AFTER TH£ Cl TY ENG/NEER's APPROVAi., THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES JHLL BE REQUIRED FOR ANY SUCH RECHECK. J6. THE SOILS REPORT Till.ED UPDATED CfQT[CHNICAl £VALUATION OF ROBERTSONS RANCH EAST 11LLAC£ D£WLOPAIENT DA TED JAN. 15. 2001. PREPARED BY CEOSOILS. INC. SHAll 8£ CONSIDERED AS PART OF THIS GRADING PLAN. All GRAD/NC SHALL BE DONE IN ACCORDANCE JHTH THE RECOMAIENDA 110NS AND SPECIF/CA 110NS CONTAINED IN SAID SOILS REPORT. Jl. WHEELCHAIR RAMPS SHAll 8£ INSTAllED PER REQUIREMENTS OF Till.£ 24, CALIFORNIA AOAI/NISTRA TION CODE 38. ALL SURWY AION/JAIENTS ANO POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE-ESTABLISHED. PERPET/JA TED, ANO DOCUMENTED PER THE PROFESSIONAL LANO SURl£YORS ACT: DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC!FICA110NS BY THE CITY Of CARLSBAD ODES NOT REL/Fvr ME, AS ENGINEER OF WORK, OF MY RESPONSIB/Ll11£S FOR PROJECT DESIGN. 0 VAY CONSULTANTS, INC. 211D LOKER AVENUE WEST, Sl!ITE 100 CARLSBAD. CALIFORNIA 92010 (760} 9Jl-7700 er.-~d-~ DATE· e/z,/07 NICHOLE A. FINE R. C.£ NO. 70035 EXP. 9/30/08 SOILS ENGINEER~ CERTIFICATE !, l1•-•11> S ~LL '1 { G,..otg., I,,']'.,.,, . A REG/STEREO C/14L ENGINEER OF THE STA TE OF CALIFORNIA, 11</NC/PAll Y DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SANPLINC ANO ST/JOY OF THE SOil CONDITIONS PREVALENT JHTH/N THIS SITE WAS MAD[ BY ME OR UNDER MY DIRECTION BETIIEEN THE DATES OF ,-1s-0JLI,1,a.SUl·II) ANO 2,-1-01 {w.a,£l,>-a) THQ COPIES OF THE SOILS REPORT COi.iP/LEO FROM THIS STUDY, JHTH MY RECOMAIENOA TIONS. HAS BEEN S/JBAIITTED TO TH£ OFFICE OF THE CITY ENGINEER. ,/) , It/. {1# J / SIGNm· j)L.-..A ~ ,-· , '7 ta. r 7 /;>;;,' '-~-~":,;;~, PE NQ: l O 'l //.' .~ .. · /;:..',.J ..:;-~.---~ l\ '/ 1-.'_.1 -',)· (<, ~2~ \' A \ Z,0,0 I ~ 1ry ..L ~ t DA TE.· +tvC 1Yi I. ,...~,-(7B57 ~ \ \"2.-1 !,1 I 07 * Exp . .L'-e',;,~ * LICENSE EXP/RATION DA TE.· ___ ·...._ f-+---\\-,r,\~-:-~ ,,._ · ~;;:-. c,v11. ~~ ~OFc~1.1~0 OWNER~ CERTIFICATE I (Hf) HEREBY CER11FY THAT A REGISTERED SOILS ENC/NEER OR CEO!. OCIS T HAS BEEN OR IHU. 8£ RETAINED TO Sl/PERl4S£ OWR-All GRADING AC1114TY ANO A014SE ON THE COMPACTION ANO STABILITY OF THE SITE. CALA '.£RA H/LlS II, ll C A CALIFORNIA LIMITED LIABILITY COMPANY P.a BOX 85104 SAN DIEGO, CA. 92186-5104 (619} 794-1252 BY. ~~ DATE.· 1·27-0/ DON !CHELL tS-,--v'/0 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOl'tN ON THESE PLANS WAS GENERA TED BY AERIAL SURl£Y METHODS FRO!,( INFORMATION GATHERED ON MAY 12, 2005 BY SAN-LO AERIAL TOPOGRAPHY & EXISTING UTILITIES ON COi.LEGE Bl l1J ANO CANNON RO SHOl'tN ON THESE PLANS WAS WRIFIEO BY FIELD SURWY METHODS GA THERW ON FEBRl!ARY 28, 2005, MARCH Isl. 4th. 10th, 14th. 16th, 2005 BY 0:0AY CONSULTANTS. TOPOGRAPHY SHOl'tN HEREON CONFORMS TO NA 110NAL MAP ACCURACY STANDARDS. PROJECT LOCATION CITY IF 0CEANSl[J£ HlGHWAY, 78 CITY !F ENCINITAS VICINITY MAP NO SCALE EROSION CONTROL NOTES-SEE SHEET 2 LEGEND (CONT.} DESCR/PlJON DHt'J, NO. TYPE ,!' CLEANO/JT .......... 0-9. Ti1'E '8' CURB INLET ......••• ,D-2 , ....•.. SOUND WAll ...................... . EXISTING SI.OPE. . . . . . . . . . . . . . . . . . . . . . GRADED SI.OPES (2.· I MAX). . . . . . . . • . . . . . . • . DA YLICH T LINE. . . . . . • . . • • . . . . . . . . . . . INTERSECTION SIGHT DISTANCE . . . . . . . . . . . . . . EARTH SWAL[ . • . . . . . . . . . . . . . . . . . . . . RETAINING WAll (BY SEPARATE PERMIT}. .C-1 .... 6" CURB .........•...•.. C-1 . 5• CURD ANO CUTTER. . . . . . . . . . .C-2 . . . . . . . . RE/.IOVE EXIST. 5• CURD ANO CUTTER ... .G-2. . ......• {SEE OETAIL '.4' ON SIil J) CROSS-GUTTER ••••.•....... C-12 ........ . @ CONCRETf SWALE-C-13 /.100. SEI DETAIi. l:"' SHT.2 @ 1 1/2" POR!IANO CEMENT CONCRETE PAVEAIENT/6" DASE COiJPACTEO TO 95K PER SDRSO C-19 (560-C-3250) SYMBOL IQ] IQ] ~ ~~-y __ _;_ ___ _ 1 =y ~ . . © PARK/NC ARW rr 1.1/N. A.C./4" MIN. Cl 2 DAS{ COi,/PACTEO TO 95%}" (u TI/AfF/C AIS1£S (4' /./IN. A.C./4' /./IN. Cl 2 8ASE COMPACTEO TO 95%)" @ OECORATM PAVE/,/EN./ -SEE IANDSC4PE PLANS FOR DETAILS All INlE/1/0R WALKWAYS TO 8E 4 • THICK POR/lANO CE/.IENT CONCRETf '/.I/NOR ORA/NACE STRUCT/JRES PER NOS OR EQIJIVALENT. k'S2S22SJ ~ I I QUANlJTY 4 EA J EA BY OTHERS 1,580 SF 1,505 IF 8.f5 IF 6.f IF 506 SF MllSF 1,980 SF 23,150 SF 29,/JO SF 555 SF 890 SF '¾S RECO/.IAIENDEO IN IJPllAlEO GEOTECHNICAL EVAI./JATION OF THE R08ERTSON RANCH. WT 1//llACE [)['IE1,0P1,1£NT. WORK TO BE DONE THE GRAD/NC WORK SHALL CONSIST OF THE CONSTRUCTION OF All CUTS ANO FIL/S, REMEDIAL GRADING, DRAINAGE FAC/LIT/£S, EROSION CONTROL FACIL/T/£S AND PLAN11NG OF PERMANENT LANDSCAPING ANO PREPARA110N OF AS-BUILT GRAD/NC PLANS, AS-BUil T CEOI.OC/C MAPS ANO REPORTS, All AS SHOl'tN OR REQUIRED ON THIS SET OF PLANS, ANO THE CITY STANDARDS. SPECIFICATIONS. REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHAll 8£ PERFORMED IN ACCORDANCE JHTH TH£ FOLLOJHNC OOC/JAIENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY TH£ CITY ENGINEER. 1. CARLSBAD All/NIC/PAL COO£ 2 CITY OF CARLSBAD ENGINEERING STANDARDS. 3. THIS SET OF PLANS. 4. PLANNING COMMISSIONS RESOI.U110N NO. 6243 DATED FEBR/JARY 7. 2001. 5. THE STANDARD SPECIF/CATIONS FOR PUBl!C IIVRK CONSTRUCTION (GREEN BOOK} 6. UPDATED CEO-TECHNICAL EVALUATION OF THE ROBERTSON RANCH EAST WLLAGE OEW!.OPI.IENT BY CEOSO/LS, INC. DA TEO JANUARY 15, 2001. 1. THE SAN DIEGO ARE4 REGIONAL STANDARD ORAIWNCS ANO AS MAY 8£ AIOlJ/F/£1) BY THE CITY OF CARLSBAD STANDARDS. 8. £Nl4RONAIENTAL APPROVAL DOCUMENTS DR OJ-OJ DATED: NOWMBER, 14, 2006, CITY COUNCIL RESOl.l/110N 2006-324. 9. STORM WATER POLLUTION PREWNTION Pl.AN (SIIPPP} FOR ROBERTSON RANCH EAST 14llAC£ PA 15 PREPARED BY 0:0AY CONSULTANTS DATED FEBRl!ARY 1. 2001. WD/0 NO. 9J7CJ44221. 1a STORM WATER MANAGEMENT PLAN (Sl'II.IP} PREPARED BY O/)AY CONSULTANTS DATED: FEBRUARY 2 2007 11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BAIP CONSTRUCTION HANDBOOK ANO CAL TRANS CONSTRUC110N SITE Bl.IP MANUAL LEGEND OESCR/PlJON om;, NO. PROPER TY LINE . . . . . . . . . . . . . . . . . . . . . LOT LINE .................•........ LOT N/JI.IBER. . . . . • . . . • . . . . . . . . . . . . . PAD ELEVA !ION. . . . . . . . . . . . • . . . . . . . . FINISH Fl OOR ELE'/A llON. . . . . . . . . . . . . . . . . RIGHT OF WAY ..................... . £XIS11NC CONTOURS .................. . CONTOURS ....................... . PARKING LOT STREET LIGHTS. . . . . • . . . • . .•... STOP SIGN. . . . . . • • . . . . . . .CALTRANS RI. . . STREET NAI.IE SIGN. . . . . . . . . . . . OS-13. . . . .. EXISTING RECYCLED WATER MAIN. . . . . . . . . . ... EXIST/NC WATERLINE. . • . . . . . . {DIIC. 4JJ-6 } . WATER MAIN ........... .. EXISTING SE~RLINE. SEHER MAIN &-A.H.. SE~R CLEANOUT ......... . {OHG. 450-6 ) . . {DHG. ~ ) . {DHG. 450-6 } • {D1117. ~). 3' PJ,C PR/VA TE STORM DRAIN . . . . . . . . . . . . . . . '1' HOPE HANCOR SURELOK PR/VA TE STORM DRAIN . . . . . 6' HOPE HANCOR SURELOK PR/VA TE STORM DRAIN . . . . . 8" HOPE HANCOR SURELOK PR/VA TE STORM DRAIN. . . . . 12• HOPE HANCOR Sl!RELOK/BlUE SEAL PR/VA TE SO. . . 18' HOPE HANCOR SURELOK/BLUE SEAL PRIVATE SD ... 24" HOPE HANCOR SURELOK/BllJE SEAL PRIVATE SD. .. 6' ROUND C.8 NOS /101, /201 &-/300' ........ . 9'x9' SQUARE C.8 NOS /90a /900-3 & /900-4~ .. . 12"xl2" C.8 NOS f120a f120J & /1204 OR CONCRETE C.8 BROOKS /1212 . . . . . . . 24'x24" CONCRETE C.8 BROOKS /2424 . . . . . . . . . SYMBOL --------- 1 PAO = 76.9 FF= 77.6 ---260'--- n---- _,,_ --RJ-1 - fl -w-- ·--0-----5---- - -----0---S---- - -----0--5---- _,,--INDICATES ---,Sf}--,~,---DIRECTION OF Fl.OW (TYP.) --50--r-- ----,59--r-- --:S0--r-- = ==!iD== = =~D== = ==$D= = IQ] □ □ □ Ol/ANllTY BY OTHERS '£4 2 £4 26 lF 1282 LF 594 LF 211 LF 295 LF 9 LF 322 LF 29 EA II EA 8 EA 3 EA LEGEND CONTINUED SEE LEFT PH/OR/TY: HIGH REQUIRED TREATMENT CONTROL BMP TABLE CARLSBAO. SAN 0/ECO COUNTY. CAUFORNIA. PR£PAREJ) BY CEOSO/LS. INC. OATEO 1-15-2007. TO 8E VERIREIJ er R-VAI./JE /EST. MAINTENANCE MAINTENANCI STANDARD DRAWING PER SAN DIEGO STANDARD DRAWINGS UNLESS OTHERWISE INDICATED. lYPE DESCRIPTION OWNERSHIP MECHANISM SHEET NO. FREOUENCY THE PRO.EC! IS LOCATED IWTH/N ASSESSOR'S PARCEL NO. POR. OF 168-050-47 FLOOD ZONE DESIGNATION REFERENCE DRAWINGS CURB INLET & CATCH BASIN FILTERS AIP-52 BIO-CLEAN SWAfP & GRATED BASKET PVT ~~. 4(;(;'Hffi,(f;Nr SHTS 6-10 TWICE/YEAR INSERTS THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 358 £ 1677 LEGAL DESCRIPTION CITY OF CARLSBAD FIRM MAP No. 06073 C 0768F & 0768F DA TEO JUNE 19, 1997 ZONE X -AREAS OUTSIDE TH£ 500 rEAR Fl 000 PLAIN AND ZONE A£ -BASE FLOOD ELEVATIONS D£TERAI/N£1} LOT I OF MAP !'Jf,08 CARLSBAD TRACT NO. 02-16, ROBERTSON RANCH EAST 14llAC£, IN THE CITY OF CARLSBAD. CO/JNTY OF SAN DIEGO, STA TE OF CALIFORNIA. FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, Sc.?T \8, 2007 AS FILE Na 70Q7 · Qf,12802 OF OFFICIAL RECORDS. CIVIL ENGINEER/LAND SURVEYOR ' ODAY CONSULTANTS, INC. 2710 LOKER A !£NU£ HEST, SUITE 100 CARLSBAD. CA. 92010 (160} 931-7700 NOT£!! OHG. J90-9A CALA lt/i'A H/llS PHASE II GRADING PLANS DHG. 390-9 COLLEGE Bl 141. & CANNON RD. IAIPROWAIENT PLANS DHG. 433-6 ROBERTSON RANCH EAST 14lLAC£ /AIPROWAIENT PLANS DHG. 43J-6A ROBERTSON RANCH EAST 14llAC£ GRADING PLANS DHG. 450-6 ROBERTSON RANCH EAST VILLAGE PA 15 IMP. PLANS DIie. 450-6L LANDSCAPE PLANS FOR PA 15 EARTHWORK QUANTITIES ESllAIAlfP CUT· 1430 CY FILL· 3.240 CY REJ.1£0/AL GRADING.· ___ O_ CY (TO BE DONE W/ I.IASS GRADING} 1,810 CY NET Fill TO BE OBTAINED FROM ANOTHER PART OF ROBERTSON RANCH EAST 14llAC£. VEGETA11VE TC-JO PVT SWAIP & SHTS 6-10 ANN/JAl.1Y SWALES • VEGETATIVE SWALE ~-I! i ':J.';.,fiiir!iPAK • VEGETA111£ SWALES ON SITE TO DRAIN PARKING AND ROOF WATER. IN ADOl110N. A I.ARGE VEGETAM SWALE LOCATED SOUTHERLY OF CANNON ROAD IN LOT 7 Of CT 02-16 WILL BE CONSTRUCTED AND U11LIZ£0 TO TR£4T THE LOW-Fl.OW RUNOFF FROM THE ROBERTSON RANCH EAST 14LLAGE ~ lNN~(1DEPARTMENT AP~ROVAL / &,,, DATE:9/l/ ,67 (SIGNED) Don Ale u , PI.IIINlllC D!Ell ~NED~,L,..,, DATE:fr/•9'07 REVIEWED BY: "AS-BUILT " DATE RECOllllENDED BY:=eoroor,11.. k<!:111~~.iy , :~~M ,;A..--.. '3/ID/~Cf (PRINT N!IIE} ll'jSPECTOR DATE A r1-==+==:i===============~==~==::::i==~==::::i==-i--r-;:;~~~~~~~~~;-;:;;;~f'L.L:. ~---t--+-----------+---+-----t--+------11 SH,EET I CITY OF CARLSBAD ~J;u_:, ' ENGINEERING DEPARTMENT ( 1 / _f ©2006 O'Day Consultants, Inc. BENCHMARK: ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL t----+----1--------------+-----+----+---+----! ~~~~~~~~~~=~~=~~~~ GIWJING AND £ROS/OH COHTHO/. PUNS FOR: fXIH HID« AT 2710 Loker Avenue West Civil Engineering Suite 100 Planning DESIGNED BY: N.f. DRAWN BY: T.B. • R.R. PROJECT MGR.· M.N.C. ENGINEER Of WORK: Carlsbad, California 92010 Processing A 760-931-7700 Surveying '7/.4...,.t,{(, -,;z,i,,.__. ----------------•--•faiiix:i,,,ii76iii0•-9•3•1•-8•6111B111D _______ .-f A DATE: SEl'f. 2006 SCALE: AS SHOWN JOB NO.: 01-1014 DATE: 8/t/lJ7 RCE: 700L DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD Al-10 STREET CENTERLINE HEll AIONUI.IENT CEN !ERLINE OF EL CAMINO REAL AT ENC/NEER'S STATION 454+92 PER R.S 1800-1 COUNTY BENCH LEITTS (Na COUNTY '.£RT CONTROL DATA} 68.479 DATUM· NVCD OF 1929 CARLSBAD MUNICIPAL WAT ... "I. ----·-11_, 1 DAl4D A. ' DATE . , r CITY ENC/NEER R. C.£ JJ081 EXP. 6/J0/08 ·118 09 Nf DATE INITIAL ENG!NEER OF WORK REVISION DESCRIPTION G: \011014\0114kg01.dwg Jul 26, 2007 8: Z0am Xrefs: 0114KG r..Jttt//J I'-,JP DATE INITIAL 0 DAT£ INITIAL OTHER APPROVAL CJTY APPROVAL ROBERTSON RANCH EAST VILLAGE SOP 06-~ TITLE SH,EET C.T. 02-16 APPROVED: DAVID :21H,S'l.7/ ,(?jo;, DATE DEPUlY CllY ENGINEER PE 3.m~1 EXP. 6/30/08 DWN BY:~~-,.,"' -CHKD BY: •-•-' RVWD BY: ,_\I J? PROJECT NO. SDP 06 04 DRAWING NO. 450 6A 101907 0117 09 EROSION CONTROL NOTES 1. IN CASE £Al£RfJENCY H!l'?K IS REOIJIR£0, CONTACT !,{ARK CARPENTER AT JJqJl!IIIN COAIPAN/£$ PHIW£ NO. {61!1) 520 9557 2. EQUIPMENT ANO HORKERS FOR EMERGENCY HORK SHALL 8£ A/AO£ AVAILABLE AT ALL TIA/ES OUR/NG TH£ RAINY SEASON. ALL NECESSARY AIATERIALS SHALL 8£ STOCKPILED 1W SITE AT CONVENIENT LOCA TIIWS TO FACIUTA TE RAPID CONSTRUCTION OF TEAIPORARY EROSIIW CONTROi. DEVICES /#HEN HAIN IS DI/N£NT. J: EROSION CONTROi. DEVICES SIIOHN 1W PLANS SHALL NOT 8£ MOW OR AIOO/R£0 IWTHOI.IT TH£ APPROVAL OF TH£ £NGINEIRING INSPECTOR. ./. TH£ CONTRACTOR SHALL /?£STORE ALL EROSION CONTROi. DEVICES TO IKJRKING ORDER, TO TH£ SATISFACTIIW OF TH£ CITY ENC/NEE/? AFTEH EACH R/JN-OFF PROO/JC/NG RAINFALL. 5. TH£ CONTRACTOR SHALL INSTALL ADO/Tl/WAL EROSION CONTROL M£AS/JR£S AS MAY 8£ R£(}1)/REO BY TH£ CITY ENC/NEIR 01/£ TO UNCOMPLETEO CRADING ll"l7i'A TIONS OR /JNFORES££N C/RClJAISTANCES HHICH MAY ARIS£. 6. TH£ CONTRACTOR SHALL 8£ RESPONSIBLE ANO SHALL TAK£ NECESSARY PRECAUTIONS TO PR£1£NT PIJBUC TR£SPASS ONTO AREAS rtHERE IMPOIJN0£0 WATERS CREA TE A HAZAROOI.IS CONDITION. 7. ALL EROSION CONTROi. JIEAS/JRES PROVJOEO PER TH£ APPROlf"O CRAO/NG PLAN SHALL 8£ INCORPORA TEO HEREON. 8. CRADEO AREAS AROUND THE PRMCT PERIMETER M£/ST DRAIN AWAY fl?O!.I TH£ FACE OF SI.OP£ AT THE CONCLUSION OF EACH IKJRKING OA Y. 9. ALL RE1/0VABL£ PROTECT/'.£ DEVICES SHOHN SHALL 8£ IN PLACE AT TH£ ENO OF EACH HORK/NC OA Y l#H£N TH£ RI£ (5) OA Y RAIN PROBABIUTY FORECAST £XC££0S FORTY PERCENT (Wx), SILT ANO OTHER 0£8RIS SHALL 8£ REMOW AFTER EACH HAINFALL. 10. ALL CRA l,fl BAGS SHALL 8£ 8£/RLAP TIP£ W!TH 3/-1 INCH MIN/WM ACCREGA TE. II. SHOULO GEHM/NA 1/0N OF HYVR0SE£0£0 S/.C¥'£S FAIL TO PROVIDE £/HCTI'.£ COV£RAGl" OF CRAOEO SI.OPES PRIOR TO NOVE118£R 15, TH£ S/.ll"£S {!10% COV£RAGl") SHALL 8£ STABIUZ£0 BY Pl/NCH STRAW /NSTALL£0 IN ACCOROANCE 111TH SECTION 35.023 OF TH[ EROSION ANO SElJIMENT HANDBOOK OF THE 0£PAHWENT CONSERVATION. STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING ANO IRRIGATION NOTES ALL PER!.IANENT ANO TEMPORARY EROSION CONTROL Pl.ANTING ANO IRRIGATION SHALL 8£ INSTALL£0 ANO AIAINTAINEO AS H[OIJIRED IN SECTION 212 OF TH£ STAN/JARO SPECIFICATIONS ANO THE FOLLOWING: A. HYOROS££0/NC SI/ALL 8£ APP/1£D TO: !. ALL SLOPES THAT AR£ GRA0£1) 6.· / (HORIZONTAL TO V£RTTC4L.) OR STEEPER WHEN THEY ARE· a. THREE FEET OR MORE IN H£/CHT ANO ADJACENT TO A PIJBUC WALL OR STREET. b. All SLOPES -I FEET OR !.IORE IN HEICHT. 2. ARW GRAlJEO f/ATT£R THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDfTJONS EXIST: a. NOT SCHEDULED FOR IMPROVE11£NTS(CONSTRUCTION OR CEN£RAL LANDSCAPING} WITHIN 60 LM>S OF ROUGH GRADING. b. /OENT/REO BY THE PARKS ANO RECREATION DIRECTOR AS HICHL WIS/8/.E TO THE P/JBllC. c. 1141£ ANY SPECIAL CONDITION /0£NTIR£0 BY TH£ CITY £NG/NEER THAT WARRANTS IMMEDIATE TREATMENT. B. H'rDROS££0£0 AREAS SHALL 8£ IRRIGATED IN ACCORDANCE MTH TH£ FOLLOW/NC CRITERIA: I. ALL SI.OPES THAT ARE GRA0£0 6.· / OR STEEPER ANO THAT AR£: a. THREE TO £/GHT FEET IN H£/CHT SHAll 8£ IRRIGATED BY HANO WATERING FROM OU/CK COUPLERS/HOS£ BIBS OR A CONVENTIONAi. SYSTEM OF LOW PRECIPITATION SPRINKLER HEAOS PROVIO/NG 100% COJ.a4GE b. GREAT£/? THAN 8 FEET IN H£/CHT SHALL 8£ WATER£0 BY A CONVENTIONAL SYSTE11 OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COV£f/AGE 2. AREAS SLOPED LESS THAN 6: I SHALL 8£ IRRIGATED AS APPROVEO BY TH£ cnr ENGINEIR, PRIOR TO HYlJROS£EJJIIVC. TH£ OGUOP£R SHALL S/JB/,IIT A PROPOSED SCH£J/£ TO PR0'.110£ IRRIGATION TO TH£ CITY ENGINEER. TH£ PROPOSAi. SI/ALL 8£ SPECIFIC REG4RDING TH£ NI/M8£RS, TrP£S ANO COSTS OF TH£ E1£1,1£NTS OF TH£ PROPOSED SYST£1.1. TH£ E1£1,1£NTS OF TH£ PROPOS£0 SYST£1.1. J. IRRIGATION SHALL IIAINTAIN TH£ l,l()fST/JR£ I.Ml OF TH£ SOil. AT TH£ ll"TIMUM l.Ml FOR TH£ GROWTH OF TH£ /fr1JROSEI!JEJJ GROWTH. C. ffl1JROS££0/NG MIX SHALL CONSIST OF ALL OF TH£ FOLLOWING: 0. E I. SEEJ 1,1/X SHAll CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROS£ Cl.OJ.fl? b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF £ SCHOOL CIA CAI.IFORN/CA d. -I lbs. PER ACRE OF ACHILLEA MlllEFOUA ~-3 lbs. PER ACRE OF ALYSS/J/,1 (CARPET OF SNOW} I. I /2 lb. PER ACRE OF OIAIORPHOL£CA g. /TE1/S c,d,~, ANO I OF THIS st/8S£CTTON MAY 8£ O!.I/TlllJ ON LOCATIONS WHERE THE AREA 8£/NC ffl1JROS££0£0 IS NOT VIS/BL£ fl?OM BTHl7i' A PI/Bl/C STREIT OR R£S/0£NT/Al STRfJCTIJR£S. h. /TEI,( o OF THIS SUBSECTION MUST 8£ INOCULATED WITH A NITROGEN FIXING BACTERIA ANO APPl/£0 ORY EITHER BY OR/LL/NG OR BROADCASTING 8£FOR£ HYDROS££DING. i. All SffO lilATfR/AlS SHAll 8£ TRANSPORTED TO TH[ JOBS!Tf IN UNOPENED CONTAIN£RS WITH TH£ CAUFORNIA 0£PARl?./£NT OF FOOO ANO AGR/CtJL TIJR£ CERTIFICATION Ti4G ATTACHED TO, OR PR/NTEJJ ON SA/0 CONTAINERS. j NON-PHYTO-TOXIC W£TT/NG AGENTS MAY 8£ ADDEO TO TH£ HYDROS££[) SLURRY AT TH£ 0/SCRmON OF THE CONTRACTOR. 2. T'fP£ I 1,1/11.CH APPU£0 AT THE f/AT£ OF NO LESS THAN 2000 lbs PER ACRE T'fP£ 6 MULCH (STRAW} MAY 8£ S/JBSTITllT£0. ALL OR PART, FOR HYDRA/11./CAUY APPLIED RBER MATERIAL. WHEN Sm-tW IS l/S£0 IT Ml/ST 8£ ANCHORED TO TH£ SLOP£ BY M£CHAN/CAU Y Pl/NCH/NG NO LESS THAN 50% OF THE STRAW INTO THE SOIL 3. FERTIUZER CONSISTING OF Mfl,l(}N/UM PHOSPHATE st/LFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT TH£ flA TE OF 500 lbs. PER ACRE. AREAS TO 8£ /fr1JROS£ED£0 SHAl.l 8£ PREPARED PRIOR TO HYOROS££0/NG BY.· I. ROI/G/f£NING TH£ S'1RFAC£ TO 8£ PLAN7£l) BY ANY OR A COl,IB/NATION OF: a. TRACK WALKING SI.OPES STE£PER THAN 6.· 1 b. HARROW/NC ARW 6.· / OR f/ATT£R THAT AR£ S/JFF1C/£NTZ.Y fl?IABLE c. RIPPING AREAS THAT WILL NOT 8R£AI( UP l/SING /TEI,($ o OR b ABO>£ 2. CONO/TJON/NG TH£ SOILS SO THAT IT IS S/JITABL£ FOR PiANT!NG BY: a. AIJJLISTINC TH£ SURFACE SOIL AIOISTVR£ TO PROVIDE A LMAIP 8"T NOT SAT/JRATEO SEEJ BED. b. TH£ AOOIT/ON OF SOIL AMENOI.IENTS, PH AIJJIJSTJIENT, LEACHING OR COVER/NC SALIN£ SOILS TO PR0'.110£1) li48l£ CONDITIONS FOR GROWTH. HYOROS£EJ)[0 AREAS SHAll 8£ IIA/NTAIN[O TO PR.OVID£ A V!GORO/JS GROWTH 1/Nlll TH£ PROJECT IS PER!.IAN£NTZ.Y LANDSCAPED OR, FOR AREAS WI/ER£ HYDROS££JJ/NG IS TH£ PERM4N£NT LANDSCAPING, £/Nlll TH£ PROJECT IS COA/Pl£TEJJ ANO ALL BONDS R£1.EAS£lJ. ENGIN£ER's NOTES I. REVISION OF THESE PLANS MAY 8£ H£Ql/lR£0 IF TH£ PROPOS£0 IMPROl£1,1£NTS AR£ NOT CONSTRUCTED PRIOR TO TH£ 0£AOL/N£ OA TE OF TH£ IMPROl£M£NT ACRml£NT: 2. TH£ £X/STENC£ ANO LOCATION OF UTIU7Y STRUCTIJR£S ANO FACILITIES SHOHN ON TH£ CONSTRUCTION PLANS #ERE OBTAINED BY A SEARCH OF TH£ AVAILABLE R£COROS. ATTENTION IS CALLEO TO THE POSS/BL£ EXISTENCE OF OTHER UTILITY FAC/l/Tl£S OR STRUCTURES NOT SHOHN OR IN A UXA TION /JlfTTRENT Fl?OAI THAT SHOW,, ON TH[ PLANS. TH£ CONTRACTOR IS R£(}1)/R£0 TO TAK£ 0//£ PRECAUTIONARY 1,1£J,SIJR£S TO PROTFCT TH£ UTIUTl£S SHO'Mr ON THE PLANS ANO ANY OTH£H EXISTING FAC/UT/£S OR STRUCTURES NOT SHO'ltN. J. THE CONTRACTOR SHALL lf"RIFY TH£ LOCATION OF ALL £X/STING FACILITIES (ABOlf"GRO/.INO ANO UNOERCRO/.INO} WfTHIN TH£ PRO.ECT SITE SIJFFICIENTl. Y AHEAIJ OF TH£ CONSTRUCTION TO PERMIT TH£ RD1S/ONS OF THE CONSTRUCTION PLANS IF IT IS FOi.iND THAT THE ACTUAL LOCATIONS ARE IN CONFUCT llfTH TH£ PROPOSED H!l'?K. 4. PRIOR TO lH£ /Sst/ANCE OF CRAO/NG PERMITS, A ca-lSTRUCTION 0/JST ABATE1IENT MANAGl"MENT PROGRAM SHALL 8£ PREPARED ANO SVBMITTEO TO THE CITY OF CARLSBAD FOR APPROVAL IMPLEMENTATION OF THIS M£ASIJRE SHALL 8£ VER/RED BY TH£ CITY OF CARLSBAIJ £NGIN££R/NG 0£PART/,/ENT ON £STABUSHMENT OF TH£ PROGRA/,1, ANO PERIODIC INSPECTION OUR/NG CRAO/NG. 5. PRIOR TO TH£ /SSIJANCE OF CRADING P£RIIITS, AN OFF-ROAD ANO ON-ROAD MOBILE SOURCE EMISSION Rll)l)CTION PROGRAM SHALL 8£ PR£PAREO ANO SUBMITTEO TO TH£ CITY OF CARLSBAD FOR APPROVAL IMPl.£U£NTATION OF THIS MEAS/JR£ SHALL 8£ V£R/R£0 BY TH£ CITY OF CARLSBAD £NC/N£ERING 0£PART/,/ENT ON £STA8l/SHAIENT OF TH£ PROGRAl,I, ANO PERIODIC INSPECTION 01/RING CONSTR/JCTION OF TH£ PROJECT. 6. PROV/0£ S/JNTREF TECHNO/.OGl£S STORM WATER CATCH BASIN OR Cl/RB INLET INSERT AT ALL CATCff BASINS &-CURB INLETS. CONTACT.· BIO CLEAN ENVIRONMENTAi. AT (760) -133-76./0. FOR CATCH BASINS PROVIDE CRATE INLET SK/MMl7i' BOX FOR CURB INLErS. PROVIDE Cl/RB INLET BASKET. LOT 4 P,A, 14 /y "' ,-~2 I • "1.r -gvs EASEMENT TABLE INOI DATE REC. DOC. NO. BENEFICIARY NAnJRE OF EASEMENT I 11-25-2003 2003-f,/f,/2!/!I CITY OF CARLSBAD PIJBUC STREFT &-£/TIUT/£S £AS£M£NT l DISPOSITION TO REMAIN 2 11-25-2003 2003-f,/I WI CITY OF CARLSBAD ORA/NAG£ £ASEJ,(£NT POR. TO 8£ OUITCLA/M£0 3 9-IB-2007 MAP 15fu0il,FOR CT 02-16 CITY OF CARLSBAD ABUTTERS RIGHTS OF ACCESS IN ANO TD /WNO TRAIL WAY TO REMAIN .t CANNON ROAD REI.JNOIJISHEO ,/ ,-/i3-Jl 7 MAP FOR CT 02-16 CITY OF CARLSBAD STORM ORA/N £ASEJ,(£NT TO REMAIN 5 9-IK·Z I I MAP ~, FOR CT 02 16 CITY OF CARLSBAD PIJBUC ROAO AT /WNO TRAIL WAY TO REMAIN 6 i-lB · ,n7 AIAP ,11R FOR CT 02 16 CITY OF CARLSBAD PIJBUC ROAO AT GLEN A VEN£/£ TO REMAIN 7 • 1 -I "/1 /1 J -b~ -, CITY OF CARLSBAD PROPOSED GENERAL 1/TTUTY £AS£/J£NT PROPOSEO 8 . I -17 i..tt0 · :s 17 CITY OF CARLSBAD PRll"OS£0 WATER EASEMENT PRC¥"0S£0 !I I · I -7 2.,v,7 -5 70 LOT 1 &-2 OF er 02 16 PROPOSED RECIPROCAL MAINTENANCE £ASEi/ENT FOR ORAINAGl" PROPOSEO 10 - I "' . l/ A/AP r, FOR CT 02-16 CITY OF CARLSBAD PIJBUC P£0£S TR/AN ACCESS £AS£M£NT TO REMAIN EXISTING UTILITY DA TA TABLE DESCRIPTION REFERENCE DWG./NO. ~ £)(JST. 16' AWWA C!/00 PK: RECYCLED WA TERUNE C.11. w.o. W-1-1 2 £)(JST. 12" AWWA C900 PK: WATERUN£ C.1.1. w.o. ./0./-7 . J £)(JST. 8' Pie R£CYCl.£0 WA TERUN£ C.1.1. w.o. ./0./-7 ,/ EXIST. 9· Pie WA TERLIN£ CALA V£RA HILLS PHASE II IMP PLANS 0/IG. 390-!I 5 £)(JST. ./8' RCP STORM DRAIN CALA V£RA HILLS PHASE II //,IP PLANS Ol+G 390-!I 6 £)(JST. -12• RCP STORM DRAIN CALAlf"RA HILLS PHASE II IMP PLANS 0/IG 3!10-9 7 £)(JST. 2-1· HCP STORM ORAIN CALA V£RA HILLS PHASE II //,IP PLANS Ol+G 390-!I 8 £XTST. 18' RCP STORM ORAIN CALA V£RA lf/LLS PHASE II IMP PLANS O#G. 390-!I 9 EXIST. 8 Pie S£/IER LIN£ CALA V£RA HILLS PHASE II IMP PLANS O#G. 390-!I 10 12· PK: WA TERLIN£ CARLSBAD TRACT NO 02-16, CITY OF CARLSBAD 0/IG NO. -133-6 II 8./. RCP STORM ORA/N CARLSBAD TRACT NO 02-16 CITY OF CARLSBAD 0/Kl. NO. -133-6 12 21• RCP STORM ORAIN CARLSBAD TRACT NO. 02-16, CITY OF CARLSBAD Ol+G NO. -133-6 13 12" Pie N Cl /!iQ HG 25.5 RECYCl.£0 WA TERUN£ CARLSBAIJ TRACT NO. 02-16 CITY OF CARLSBAIJ 0/Kl. NO. -133-6 ,,, 8" PK: SEHER 15 ./8 RCP STORM ORAIN 16 18" RCP STORA/ DRAIN 17 36 RCP STORM ORA/N 18 2-RECLAIMED WATER SERVICE /!I £X/ST. 2• /RR/GA TION SERV1C£ 20 £X/ST. -I" PK: SCH80 S/.££1£ 21 6" PK: SEHER LATERAL 22 8" PK: WA TERLIN£ ©2007 O'Doy Consultants, Inc. 2710 Loker Avenue West Suite 100 Ccr1sbad, California 92010 760-931 -7700 Fox: 760-931-8680 Civil Engineering Planning Processing Surveying CARLSBAIJ TRACT NO. 02-16, CITY OF CARLSBAIJ 0/Kl. NO. -133-6 CARLSBAD TRACT NO. 02-16, CITY OF CARLSBAD O#G. NO. ./33-6 CARLSBAD TRACT NO. 02-16, CITY OF CARLSBAD 0/Kl. NO. -133-6 CARLSBAD TRACT NO. 02-16 CITY OF CARLSBAD 0/Kl. NO. -133-6 CARLSBAD TRACT NO. 02-16 CITY OF CARLSBAD 0/Kl. NO. -133-6 CARLSBAD TRACT NO. 02-16, CITY OF CARLSBAD 0/IG. NO. -133-6 CALA V£RA HILLS PHASE /I IMP PLANS 0/tG. 390-!I CARLSBAD TRACT NO. 02-16 CITY OF CARLSBAD 0/Kl. NO. -133-6 CARLSBAD TRACT NO. 02-16 CITY OF CARLSBAD 0/Kl. NO. ./33-6 BENCHMARK: DESIGNED BY: N.f. DATE: SEPT. 2006 DESCRIPTION: STANOARO 1,1-10 STREET CENTERUN£ IIFlL AIONUMENT DRAWN BY: TB. , R.R. SCALE: ___ _ PROJECT MGR.· 11.N,C. JOB NO.: 01-101+ ENGINEER OF WORK: LOCATION: CENTERUN£ OF £L CAMINO REAL ATENGIN££R~STATION./5#!/2 PER R. S 1800-1 RECORD FROM: COUNTY BENCH LElf"LS (NO. COUNTY VERT. CONTROi. OA TA) ELEVATION: 68.-179 OA T/JM: N~ OF l!12!1 • P,A, 15 \ o· 2s· 200' -----50' 1()0' SCAl.f: 1· = 100· ....--r-FfR 80tNJARY DATA- SEE HM/ZrMTAI. caiTRa. 7 SlMIT 1RNl. cot.RT {PRIVATE) KEY MAP SCALE· t•= 100' PLAN CW SHT f.J. C, T, 08~25 Lor 2 P,A, 21 c;\ • NOT£!! SHEET INDEX 1 TITLE SHEET 2 KEY AIAP ANO NOTES J DETAILS 4 SECTIONS 5 ROUGH GRADING PLAN 5 ROUGH GRADING PLAN 6-7 PRECISE GRADING PLANS 8 STORAI ORAIN AT BLOG. f 9 STORAI ORAIN AT BLOG. 2 10 STORAI ORAIN AT BLOG. J ff 241/12• STORA/ ORAIN PROFILE 12 RETAINING WALL PROFILES IJ PAVEMENT SECTIONS, STRIPING ,t SIGNING 14 HORIZONTAL CONTROL PLAN f~ON,lH, sroll!PI 02,1,,., ~ v,,.,, fll,. r r.l!,9,-;:. ~I --w--£XJSTING WA TERUN£ EXISTING SEY,£RL/N£ ---RW-- -w-- £)(JST/NG RECLAIMED WA TERLIN£ EXISTING STOR/,f a.RAIN PROPOSED STORM DRAIN PROPOSED SEHER PER 0/tG. -150-6 PROPOSED WATER PER 0/tG. -150-6 EXISTING flOOO ZONE (PER FEMA MAP, PAN£/. 768 OF 237.5, £/HCTllf" .lJN£ 19, 1997} ------EXISTING flOOO ZONE (PER WA )1{£ CHANG STUDY OA TEO 2/20~· ASSIJMING BJJ. MELROSE, ANO FARAOA Y 0£TENTION BASINS BUil T, COi.LEG£ &-CANNON CRAOEO) -· · -· • -• • -flOOO ZONE (PROPOSED PER WA )1{£ CHANG STIJOY OATEO 2/20/~; ASSIJM/NG BJJ. MELROSE, ANO FARADAY DETENTION BASINS 8/Jll T, ca.LEGl" ,t CANNON CRAI)£{), 8# • STORM DRAIN 8£1/l. T, ANO PA 22 CRAOEO) NOTE.· DETENTION BASIN FACIUTY lJ..lJ IS A ./!I-ACRE FOOT DETENTION BASIN, l#HICH WAS 8/Jll T AS PART OF A REC/ONAL SOLUTION TO TH£ £)(JSTING flOOOING THAT OCCURS IN THE RANCHO CARLSBAD MOBIL£ H0!.1£ PARK. "AS-BUILT " P.E. 1fl035 EXP. 'I l,riho 1-lz~/O'f DATE ELECTRONIC OA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR vERllCAL SURVEY CONTROL REVIEWED BY: ,kol•'J DATE l----+---+-----------+---+---+--+----1 I SH2EET J CITY OF CARLSBAD ENGINEERING DEPARTMENT ~GIWJING~~~l'UNS;:::::=.;=FOH:==,=. =Gl.:::'t.D/::::::::::llll):::;:,t,:::~;::A:=:T===:::::..!=:s=~ DATE 1NIT1AL DATE INITW... ENC.NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G:\011014\01141<902.dwg Aug 01. 2007 10:10om Xrefs: 01148S1R: 01148UTI.; 0114femo: 01147UTI.; 0114KUTI.; 01141<QRD; 0114KSITE; 0114W-K; 0114kmop: 0114KG ROBERTSON RANCH EAST VILLAGE SIP 06-Df KEY MAP AND NOT£S c.r. 02-11 APPROVED: DAVID A. DEPUTY CITY ENGINEE DWN BY: CHKD BY:~ RVWD BY:~ PROJECT NO. DRAWING NO. SDP 06-04 450-6A 101907 031709 f'.i 0: 12+ 49.44 GLEN A 1£ = 10+00 PR/VA TE DRl'£WA Y 18.56 FS -----------f ---------- 6' CURB ,t GUTTERf -SEE DWG. 433-6 ~ -- 78.20 FS 2% 5' MEANDERING SIDEWALK 18.26 rs 78.46 rs CROSS-GUTTER PER SDRSO C-12 5.5' RAMP 2% IJ 1.,15% - CL DIMENSION REMO',f" 64 LF N 6' CURB ,t CUTTER PER DWC. 433-6 11· g] 15' WARP - CROSS-FA/.1. TRANSITION 1 78.87 FS ·"--._MONUMENT SIGN- 11.98 TC t ->,> ·6's 2% ~ 2% - -. 10+52 SEE LANDSCAPE PLANS ~...,:C,.L..!.>'-""~ 1 • 71.82 TC ,----1; ENOWARP jl I I BEGIN GUTTER . . I DETAIL fi 1 -MODIFIED TYPE fi I PEDRAMP PER G-27 12' ->,, .-' "B'""a' ~ ~ -'c> 'ti' ,/.9% 7!.8/ TC 7!.J/ R. 7.5' IJ 9.6% ~ SCALE· 1•= 10' I. SE£ SORSO C-21 FOR ADDITIONAL NOTES &-DETAILS 2 INSTALL GRAY TRUNCATED DOMES AT PEDRAMP PER G-21 ,~ ~ \ ~?, 1 . 0% - ~ .., LANO/NC 2% MAX BOTH WAYS 1 13 ~ 1 . ~ ~ I s5• RAIIP -IJ8% ;:_:-;._:;--ua-,-,,.---_'-",-_----J--•~--~--L_Lb_-Flc"-;: , P><s ~ CL DIMENSION. r-. ~ SLOP£ GUTTER "I" AT 5% 1.36 TC __. ->c:, 6' !?. /.;, ~ 5• g { ~r ~ --i"<e."' 25% 0 'J .r0,.o ~ I-;::: 17' ~ ~ cc t (PRIVATE} /it I ~-~_S_UfMIT 1TRAIL COURT~ 0' _ -~ l3+01.41 PR/VA 1[ ORl'£WAY e----~ ~'S'~!-"-!c'~~"""''-',-,-=_/ '-40' vt:' ' ' 10+00 PVT. SUMMIT TRAIL COURT '-7102 FS / I 1...----SE£ SHEET 9 '>,: , FOR STORM DRAIN DETAIL 'a' / V R, __ v.:;-"""'---f? , ! '-fo.O¾ 1 , ' _,,-....,_ 0 5' SIDEWALK ~ (c,Q' U'IND\NG ® '2.D % MA'i. LANO/NC 2%MAX BOTH WAYS 11.lf Fs LEASIN(; CYF1CE MOD/RED TYPE fi I PEDRAMP PER G-27 SCALE· 1•= 10' 1. SEE SDRSD G-21 FOR ADDITIONAL NOffS &-DETA/lS 2 INSTALL GRAY TRUNC, ffD T 'EDRA/JP i!i - 275' LINE OF SICHT 3. INSTALL 1-\f\NDRA\L", PE.R M·2.4 OR E.QUIV/\ll.NT SEE. LAND ",CJ\PE PL/\hlS. FOR DE:. TA\L'., ©2007 O'Doy Consultants, Inc. QfESS10~ .( <".: ..; ~ V) --z u, re 3' j 0.12· / 0'£R 95% COMPACTED !jl.lBCRADE 12• MIN. THICK ,BASE AS RECOMMENDED er SOILS ENGINEER) DETAIL 'C' -CONCRETE SWALE NOT TO SCA/.£ NOTE: SEE SORSO G-13 FOR AODITIONAL NOTES ,t DETAILS. TC +0.40 TC -0.10 (TC) TC2 +0. 38 (Fl) TC2 -0.12 6' CURB &- GUTTER PER C-2 (TC2} TC -. 034' (Fl) TC -0.53 TC {Fl} TC -0.5 TC +0.38 (TC} / TC -0. 12 (Fl) 6' CURB PER C-1 6' CURB &- GUTTER PER C-2 12• UfDE OPEN/NC IN CURB FOR DRAINAGE DETAIL '!J' -PARKING POP-OUT NOT TO SCA/.£ •~ST SID£ TOP OF CURB (TC2}. T'rP/CAL ELEVATIONS SHOIIN IS FOR 0.74% CURB CRAD£· TC-0. 10 FOR 2 76% CURB GRADE AND TC-0.01 FOR 1.51% CURB GRADE NOT£: SE£ LANDSCAPE PLANS FOR AOD/1/0NAL DETA/lS AND SPEC!f/CA TIONS. EllfJG. 2 6'1 -2 I j~ 1297FS 1'1.Urs 1238 FS 7. .2,/ TC 2 OWRHANG 1,.2i 1--,--,-,------,-,.,-fS 1,.,1 )-----,--+L......,,---L-=-:-..L_-c__..v'fS 71. 4!i TC o• CF. ~I:~ ~, 71.45 FS ,~, TC "'i I "' 11.79 TC 6• CF. 71.522 c5 .J 11.29 FS · · O ' }---I-\<:::._...:.:.:.~..:::....--< 71. & 11.35 re h ~ .... \. rs ~ ~ mm '! 'I'' 71.47 TC 10.91 FS DETAIL '£' SCA/.£• 1"=10' 7102 -/DL I Tri ( FS/GB _____ifBIVA &_ I "-SUMMIT TRAIL f- "-COURT ' I -" 11 _ ~ BENCHMARK: DESIGNED BY: N.F. DATE: SEPT. 2006 DESCRIPTION: STANDARD M-10 STREET CENffRLINE ~LL MONUMENT DRAWN BY: T.B. • R.R. SCALE: ___ _ PROJECT MGR.· M.N.C. JOB NO.: 01-1014 LOCATION: CENTERLINE OF El CAMINO REAL AT ENGINEER'S STATION 454+92 PER R.S 1800-1 Ii NO. 70035 ~ EXP. 09/30/0B * 271 0 Loker Avenue West Civil Engineering ENGINEER OF WORK: c,v11. ~*~ Or (:ALl'r Suite 1 00 Planning Carlsbad, California 92010 Processing _ J1 760-931-7700 Surveying d~ a, g.~ DATE:i!'I ._ ________________________________________ ..J,_...,;r~ax:;,: .:7:::6oi,;-:.93;,;1,;;-:::B6:::B~0 ------~N~ICHCli~iiJA.u;FI RCE: RECORD FROM: COUNTY BENCH L£'£LS (NO. COUNTY ',f"RT. CONTROi. DA TA} ELEVATION: 68.479 DA TUAI: NVGD OF 1929 75.26 FS • 4.95 TC 6 4r. 74.45 rs 74.40 rs 15.50 TC 6.C.F. 15.00 FS · · DOUBLE DETECTOR CHECK ASSEMBLY FOR f/RE LINE -SEE DWG. 450-6 7./.96 TC • 74. 46 FS 6 'C.F. DETAIL 'F' SCALE· 1• = 10' \ DETAIL 16 1 SCALE· I' = 10' I. SE£ SORSO C-21 FOR ADDITIONAL NOffS .t DETA/lS. 2 INSTALL GRAY TRUNCATED DOMES AT PEDRAMP PER G-21 1s.19 rs 2%/JAX-- ACROSS D 76.35 TC 75.85 FS 75.80 rs BIKE RACK -SE£ LANDSCAPE PLANS --TRELLIS STRUC TUR£ -SEE LANDSCAPE PLANS LANDING 16.\~ 5.5' RAMP tJ 1.5% 75.74 FS 5' IJ 8.5% ~ ENHANCED , PAWNC SEE SHEET 10 "AS-BUILT " DETAIL 'II' SCALE: 1• = 10' DATE I. SEE SORSO G-21 FOR AD0/1/0NAL NOTES &-DETAILS. 2 INSTALL GRAY TRUNCATED DOMES AT PEDRAMP PER C-21 REVIEWED BY: i---i----+-----------l---+--+---l---~ I SHJEIT I CITY OF CARLSBAD SH ENGINEERING DEPARTMENT 1 7 ~GIWJ.===vNC~Pf.AH.===='S=Fa='lt=. =Cl.£i='N=HIDCC==A=,====~;;::;;;;±: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORt< REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G:\011D14\D114kg03.dwg Aug 01, 2007 10:15am Xrefs; 0114KSITE; 0114KG; 0114BSTR; 0114KIJAP; 0114kutl; 0114kgrd ROBERTSON RANCH EAST VILLAGE SOP 06-0,/ DETAILS C.T. 02-11 APPROVED: DAVI DEPUTY CITY ENGINEER PE 330B1 EXP. 6/30/0B DWN BY:~~~ CHKD BY: il..~.:s" RVWD BY: JUZ. PROJECT NO. SOP 06-04 DRAWING NO. 450-6A 101907 031709 .28' ------------~ ------------------·5;-. ____ .i.·"_-2±_R.Q!L ... -_--_-------,-,-. ------i--~;/:~ .~-:~ -------· ---------"-------, [AS[M{//.T ](!' iC' l G , 6' Hl/lli SO/IND WAil----., SE£ WALL PLANS I' IA~l,j"S f -t--- (8-18.i ; BY SEPARATE PER/Ill FOR DETAILS CANNON ROAD PUBUC STA. 129-1-9-1.92 TO STA. 158f91.5-# TRAfT1C IN/JEX • 8,5 ,. VARIES FOR /£FT TURN LANE &-NOSE FLARE AT MEO/AN ' ' I "' MEANDERING D.G. TRAIL IS IN RO.W. FROM STA. 129+6262 TO STA. f32+91.3Z / 2% c- FRO/I STA. 135+34.88 TO STA. 138+3201, AND FRO/I STA. 145+04.95 TO STA. l48+21.98 ,,., NO TRAIL EASE1,1£NT FRO/I STA. /30+14.39 TO STA. l32+J7.5I, AND FROM \ i [ X/51 PCC S/D[/1';.;!_ K J Pl18!_,I[ P[D[STF!iAN IASIMtN/ iii( ,-s-zoo? r /,'1 -20Jj]:_ljJBB 770 p~ 05-;'_IJ' STA. 135+77.19 TO STA. l37+1231 NO SCALE PUBUC STA, 10-1-00 TO STA. fJt-09. 08 TRAFF'IC INlJ£X = 5 NO SCAIE -r H. ?fn-. (!,Irr[) It'-/,? VARIES 10°/1/N. 10· LANDSCAPE BUFFER n f,----6' Hl/lli SOUND WAil 1 SEE WALL PLANS BY SEPARATE P£RIIIT FOR DETAILS ©2007 O'Day Consultants, Inc. 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760 931 7700 Fax: 760 9.31 8680 Civil Engineering Planning Processing Surveying --___!_L - 61)· R0/1 ------.-,.--10, ,--6' HIGH SO/IND WAil -··-------~~--LANDSCAPE BY SEPARATE P£RIIIT !7' 1------1 --·-----·l~-~'~-----J-:-::::;;;=;;;i , SE£ WALL PLANS rxr5T -E " i ;r'i-'~ "S',, (URE & l;U TT[ii' EXISTING WINO TRAIL WAY PU8UC STA. 1-#f-#2.91 TO STA. 16-1-15.95 TRAFFIC INDEX ~ 5 NO SCAIE ,.._,.,. '")r,,. BUFFER FOR DETAILS -2'P.-,t- )-'A.1?1[5 -75' 7(./ 5' ---1/ ,,,------r f.:<iC:l '0' r:--{..,t:1/ /' Pf.L)t_\ 'R!JiJv "-C'..lS:., [ ,t?[M[\. T P[R MAP 15(,08 ~===='=J=· ==~==========;,=•·====--"'-i·-;-_"-'_ 1 ~======'/=·========~, ====-!_-i' _____ --i LAN;~~APE . B/JFF£R ! / i I-).Ir;;/ L -';yr 9Df w,-;i I{ R/U' 10' I LXr:-'' ,--6,, .TYP[ "C" CURE & (.'Ull[lr' ,-,ac, /;:;, ---- EXISTING GLEN AVENUE PUBUC STA. !Ot-00 TO STA. 2Jt--#1. 41 TRAFFIC INDEX • 5 NO SCALE • NOTE: ROAD &-UTILITY !IIPROV£11£NTS CONSTRUCTED AND SECURED PER CT 02-16. 17' 54' q_ 11' R/U' 10' 4.515.0' 0.5' j. ,--11~· ?:·' A 2:t ..,,_ ~/.·r~ ·/'~ 6" TYPE 'G" CURB &-GUTTER )\___ 4• P.C.C. SIDEWALK 4• A. C. OVER 4• APPRO>fD BASE (/JIN.) OR AS R£COM/IENDED BY SOILS £NGIN££R SUMMIT TRAIL COURT {PRIVATE) {LOOKING EAST) TRAFRC INO£X= 5.0 NO SCALE CURB &-GUTTER 4.5' I ' I ~ 6' HIGH SOUND WAil SEE WAil PLANS BY SEPARATE P£RIIIT FOR DETAILS . J5' -i--- 0.6' 1 0.7'~24' 0.4' /JIN. _,,. ..,,-.,--i ,-- lr---___,1"-,t"'~ / EARTH SWALE 2 2 - SECTION A-A 2' ' 6' TOP OF SLOP£ £LEV. ON PLAN 0. 7.· 1 (H: V) SETBACK LIN£---.__ i,---8/JILOING LIN£ H= l9'i: TO £A >f 251 /JO' I ' I I i i IA~i ' ~"o I I i: 1 0 ·2:f ·'--SJs ?,i. Fe 6.0' 1-.?L 5.0' _J SIDE 'I WALK, "'o ·O -"c;, 21.4' 29'· 6' HIGH SOUND WALL---,-----, S££ WALL PLANS BY SEPARATE P£RIIIT FOR DETAILS 10.lF~ TOP SECTION 8-8 SCA/£: 1'=10' 12· 21" OR JO" (AT PARKING) 24' (j 12' I 5.0' t I FF=7l.4 I 4 • PCC SIDEWALK P£R PLAN 5.0' FINISH GRAD£ f/NISH !JRAO[ ___, J 4• PCC SIDEWALK _./ "'-'-'-°" W1!{S l j~ RWII I 4• PCC SIDEWALK ADJACENT PARKING j '--5• TYPE 0. 5' _ 'G' CURB (TYP.) WH£R£ SHOWN ON PLAN ''-'"°" " ~ '" ADJACENT REC. I 5• TYPE--:.._ 1-0.5' AREA 'G' CURB &-GUTTER (TYP.) 4" A.C. OVER 4• APPRO>fO BAS£ (/JIN.) OR AS RECOMM£ND£0 BY SOILS £NG/NEER PRIVATE DRIVEWAY TRAFRC INDEX= 5.0 NO SCAIE HAS-BUILT 1&:-f.A, fh;,..,.,, EXP. tl,0/11> REVIEWED BY: ~-e.-...A " DATE 1/10/01 INSPECTOR r====+===+===================+:==:+==:+==:='!~==;r;:I :;;::sH:;;::;4EET~, :;C;;IT;;Y:;::::;O;:;F;:::::;;C~AR~LS~B:::;:A~D::;-rci~,::.t:1~1Ec7~"n:1s;-Jl-li\ ENGINEERING DEPARTMENT ~ DATE BENCHMARK: t----t-· ---+----------------t--1--,--1-, ~G=;\'AD.=VNfJ=-'=PI.ANS====FOll:~.=(JtE,~'/l~H.~'IOGC~=A~T====-=.;::;;;;~z:; DESIGNED BY: N.F. DRAWN BY: T.B. , R.R. PROJECT MGRc M,N.C. ENGINEER OF WORK: DATE: SEP!'. 2006 SCALE: ___ _ JOB NO.: 01-1014 DATE: 't)fot{;,7 RCE: 00 DESCRIPTION: STANDARD 11-10 STREET CENTERLINE HEil MON//11£NT LOCATION: CENTERLINE OF EL CAIi/NO REAL AT ENGIN££R'S STA 1/0N 4.54+92 P£R R.S 1800-1 RECORD FROM: COUNTY BENCH LflflS (NO. COUNTY >fRT. CONTROL DATA) ELEVATION: 68. 479 DA TUAI.· NVGD OF 1929 11\ AS· B\\\ LT DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G: \011014\0114kg04.dwg Aug 01, 2007 10: 17am Xrefs. 0114KSITE, 0114KG DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ROBERTSON RANCH EAST Vlll4GE SOP 06-~ SECTIONS c.r. 02-16 APPROVED: DAVID Aau~ AL ' DEPUTY CITY ENGINEER PE ~081 EXP. 6/30/08 DWN BY: ---,,-,:::_,..... CHKD BY: g,,.<,.°1' RVWD BY: Jut.. PROJECT NO. SDP 06-04 DRAWING NO. 450-6A 101907 0317 09 P-A, 13 P-A, 12 PAR}( I \ \ ' \ I I 1-< ; i ' \ PARCEL 2 \ ADJ 0f~/3 1 ,,, FEE No, WOI-OBB~eff \ , /, I :_✓:-,~· NOTES.· N 83'43'25'! w 30.00' I ' I I I I I . I. REMOVE OESIL TA 710N BASIN CONSTRUCTED PER MASS GRADING PLANS FOR ROBERTSON RANCH £AST 11LLAGE CITY OF CARf.SBAO DHG 433-6A. 1 2 PAO ELEVAllONS ARE BASED ON ASSUMED STRUCTURAL SECllON OF 5• CONCRETE. SLAB OVER 4• SANO. AO/UST PAO ELEVAllON BASE.O ON STRUCTURAL SECTION SHOii/>/ ON ARCHITECTURAL PLANS. I I ~ I I EXIST. 19• Ra / so -SE£ DUC. 433~ •. y I I l -,-~ ' EXIST. T1P£ 8-2 C.J. /£= 69.6 IN. 6 IE= 68. .f. OUT 18 ©2007 0'Day Consultants, Inc. 271 0 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying - -____ _l _____ _ __J_ L 62 - - - ----,-- I I \ Fl/TUR£• so' --~9•~-5~•±~--1~ I BR££°z£ WA y 1 PARKING MAIN Bux;.-------..1 I -SEE ARCHITECTURAL LINE 7 PLANS MAIN BLDG.------...i FINISH FIJTURE•1 I LINE I __!!OOR PAO I_ I_ --17 __.~=---,,---lE------1.--~ L t- £ LE v A 77 o N _J PER PLAN 2·1 MAX VARIES --- 12' (ASSI/MED 1/NDtRCUT} £LEVA710N PER PLAN SECTION F-F fJ BUILDING PAD NOT TrJ SCA1E '5££ SHEETS 6 &-7 FOR PRECISE GRADING PLAN --ASSUME0-...1, UNDERCI/T 12• ~s £1£VATION PER PLAN J.5' 2·/ MAX SLOPE SECTION G-G 40' NOT TrJSCAIE '5££ SHEETS 6 &-7 FOR PRECISE GRADING PLAN ~ ~ ~~ ~~{! ~ -;)-~ ~ l1 £ PRECISE GRADE --..::.....:, -'-~---+'--~--1-41 PVC DRAIN THROUGH WALL 2.0' FUTURE SOUNOWALL' ----..___ / EXIST. GROUND '<._ 2·1 MAX -----2 SIDES UNLESS NOTED OTHER/I/SE -=~"I e=rr1e=rr,-'l--+-t----+-t-...__,,_"!Tf'I "'ITIII ""'- / -EXIST. PR/VA TE 8' SOL/0 SUBORAIN PER 0/IC. 433-6A --------------., _____ _.,_ ... _____ _ t4-- ® I .. 2 ... 3 ... 4 ••• 5 <--- 6 7 8 9 .. 10 II 12 13 14 .. 80' 1 ':i ROUGH GR AO/NG UNDERCUT 1.65'= FOR 'Ci_L-L~ NOTE: PRIOR TO PRECISE GRADING OPERA llONS, --"---'-CONTRACTOR TO cur flUSH ANO CAP/ PLUG PVC ORA/NS. DETAIL J, -TEMPORARY LOW-FLOW WINDOW {PVC DRAIN) fJ NDS CATCH BASINS (J) {j]) NOT TrJ SCA1E STORM DRAIN BOX DATA DESCRIPTION 9· x 9· C.8. NOS /900-4 W/ 9· ATRIUM GRATE NOS /991 TG= 14.30 /£= 71.30 (OUT) PLUG 2 INLETS 1/NllL PRECISE GRADING CONSTRUCTION 24' x 24' CONCRETE C.8. BROOKS /2424 W/ 24' STEEL HEEL PROOF GRATE TG-7298 1£= 67.85 IOI/Tl fTRAfflC LOADING!• 24' x 24' CONCRETE C.B. BROOKS /2424 W/ 24' STEEL COVER {TRAfflC LOADING) TC-73.84 1£-66.60 (/NJ 1£= 66.40 (OUT) 24' x 24' CONCRETE C.B. BROOKS /2424 W/ 24" STm COVER {TRAfflC LOADING) TG= 71.84 /£= 65.53 (IN 12') /£= 65.33 {OUT) TYPE ,1-4' C.O. -S££ SHEET 11 RIM=10.5-I /£= 63.9-1 /'/N 12') /£= 58.95 /'/N 24'! 1£= 58.62 (OUT! TYPE ,1-4' C.O. -SE£ SHEET 11 RIM= 10.04 IE= 56.92 (IN) IE= 56.59 (OUT) TYPE '1-4' C. 0. -SEE SHEET fl RIM= 68.79 /£= 53.75 (/NJ /£-53.42 (OUT) EXIST. TYPE 'F' C.B. -SE£ SHEET 11 RIM-67.48 FL-66.36 /£ = 5297 //N) /£= 52.64 four) 12"x12' NOS C.8. /1200 W/ 12• A TR/UM GRATE /1280 TG= 68.40 IE= 6/.66 (IN) IE= 6/.46 (OUT) INSTALL 8"x8"x4" 45" HOPE W)f' W/8"x4' HOPE REDUCER. INSTALL PLUG AT 4• STUB. SEE SHEET 10 FOR 4• STORM DRAIN EXTENSION. 1£= 65. 79 (8') IE= 65.96 (4'") 8"x8"x4" 45" HOPE Wlf' W/ 8'x4" REDUCER. INSTALL PLUG AT 4' STUB. SEE SHEET 10 FOR 4• STORM DRAIN EXTENSION. /£-66.32 (8') /£-66.49 (4') INSTALL 8"x8'"x4" 45" HOPE Wlf' W/ 8'x4' REDUCER. INSTAil PLUG AT 4• S711B. SEE SHEET 10 FOR 4• STORM DRAIN EXTENSION. /£-66.89 (8') /£-67.06 (4") INSTALL 8" HOP£ 45" W)f' W/ 8' x 4• HOPE RE.OUCER. INSTALL PLUG AT 4• STUB. SEE SHEET 10 FOR 4• STORM DRAIN EXTENSION. /£= 67.00 (8') IE= 67.16 (4') "AS-BUILT " 12"x12' NOS C.8. /1200 W/ 12' ATRIUM GRATE /1280 TC-10.45 /£-67.39 IE= 67.72 (4') ----'INSTALi TEMPORARY LOW-flOW WINDOW AT CATCH BASIN (j)&-@ PRIOR TO PRECISE GRADING. SEE DETAIL 1' ABOJ,£ P.E. J0()?,'5 EXP. 'f /30/Jo z.li~/1)2 DATE ---- LOT 3 DESIGNED BY: N.F. DRAWN BY: T.8. , R.R. PROJECT MGR.· M.N.C. ENGINEER OF WORK: DATE: SEPf. 2006 SCALE: ,S SHOWN JOB NO.: 01-1014 ~ a. JA-'k., DATE: t,fi(f] NICHOLE A. RNE RCE: 700 !i NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 1£R TICAL SURVEY CONTROL BENCHMARK: DESCRIPTION: LOCATION: RECORD rROM: ELIVATION: STANDARD M-10 STREET CENTERLINE JIELL l.(ONUMENT CENTERLINE OF El CAMINO REAL AT ENGINEER's STAllON 454+92 PER R.S 1800-1 COUNTY BENCH LEVELS (NO. COUNTY VERl CONTROi. DATA) 68. 479 OA TUM.· NVGO OF 1929 "INSTALL APPLICABLE NOS RISER AS NEEOEO. '"INSTALL APPLICABLE BROOKS EXTENSION AS NEEDED. REVIEWED BY: ' -< ,...... ~ 3/,,/0'} DATE I SHSEET I CITY OF CARLSBAD l-----l--+------------------l----1---l------+----l ENGINEERING DEPARTMENT l-----l--+-----------------l----1---l-----l----l CHAO/NO Pl.ANS FOR: Cl£N HID(]£ AT ROBERTSON RANCH EAST Vlll4CE ROUGH 6RAO/N6 c.r. 02-16 DEPUTY CITY ENGINEER PE 330 1 EXP. 6/30/08 'it' 'o TE ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: ---PROJECT NO. CHKD BY: !ZM" RVWD BY: _)I iz: SDP 06-04 DRAWING NO. 450-6A G: \011014\0114KG05.dwg Aug 01, 2007 10: 27am Xrefs: 0114BSTR; 0114tp-k; 0114kmop; 0114KG; 0114butl; 0114kgrdr; 0114KSJTE 101907 MAIN BUILDING UN£ o' s· 1(\ . I GRAD£ BREAK .. ~i- i~ _,. 0 ~~~Or; ,~ o.o.,, DETAIL 'J' PATIO SCALE: ,. = .J' SE£ ARCHITFCTVR£ PLANS FOR ADDIT/ONAL PA l/0 DETAILS ANO DIMENSIONS 20' ----10 40' SCALE: 1 • = 20' ------------.::_ NOTES: /. [Z]INOICA IFS EASEMENT. SEE SHEET 2. 2. fi:.INDICA TFS £XIS71NG Ul!LITY. SEE SHEET 2. i ' I I I ?.A, 14 Lor/ 4 BOUNDARY ,1 PA. 13/14 !' I" 1 - I 3. SEE LANDSCAPE PLANS OWG. 450-5l FOR All HAR1JSCAPE ANO STFP DETAILS. 4. SEE DETAIL :,,• ABOJ,f' LEFT FOR TtPICAL PA l/0 !i/?ADES. I,~ 5. PAO El.EVAllON IS BASED ON ASSUMED STRUCTVRAL SECT/ON OF 5• CONCRE/F SLAB OJ,f'R 4• SAND, ADJIJST PAO ELEVA l/ON BASED ON STRUCTVRAL SECT/ON SHOUN ON ARCHITFCTVRAL PLANS. 6. INSTAil TRASH ENCLOSURE PER CITY OF CARLSBAD STANDARD DRAWING GS-16. FOR TRELLIS STRUCTVRE OJ,f'R TRASH ENCLOSURE SEE LANDSCAPE PLANS OWG. 450-6l. 7. @, @ ,t @ SEE LEGEND ON SHEET /. 8. CONNECT 4 • PERFORA TEO WALL DRAIN TO 3• PJ,t; PIP£ SLEE/IE THROUGH WAil. OUTLET TO CURB PER 5.0.R.S.O. 0-21 AT 11.31 IE SEE SHEET 12 FOR PROFILE SEE WALL PLANS (BY SEPARA/F PERMIT.) 9. CONNECT 4• PERFORA TEO WALL DRAIN TO 3• PJ,t; PIPE SLETI< THROUGH RET. WALL I SEE SHEET 12 FOR PROFILE SEE WALL Pl.ANS (BY SEPARA/F PERMIT} 10. SEE DETAIL K' ON SHEET 8 FOR STORM _ ~/2,/tl.J)}i. 0 BU!llJ!, G I ANO FOR HANDICAP PARKING ANO RAMP DETAIL ~D L~ DIN{, DlTNISr--✓.\ 11. STFP AT COJ,f'R[D PARKING SEE ARCHI/FCl/JJ :4L PLANS FOR SPECIFICAllON. 12. FOR WA /FR AND SE/£R IMPRO/IEMENTS, SEE OWG. 450-6. 13. SEE SHEET 13 FOR AOO/l/ONAL ACCESSIBLE PA TH. CONTRACTOR TO CONTROL !i/?AOES ,t HfOTHS TO ENSURE CO.IIPUANCE HfTH ADA REOIJIREMENTS. 14. RET. WALL 4 H= 4.0' MAX. TO flNISH !i/?ADE Hmax.= 4'-8' TO TOP OF FOOllNG (BY SD'ARA T[ PERMIT} SEE PROFILE ON SHT. 12. 15. CONNECT 4• PERFORA TFO WAil DRAIN TO 3• PJ,t; PIPE. OUllET TO CURB PER SORSO 0-21 AT 14.55 1.£ SEE SHEET 12 FOR PR/JFILE ANO WAil PLANS (BY SEPARA/F PERMIT}. I ' T K j ! f '-~ I ,, . 's.J J / \ \ \ NOTE!! £l£CTRONIC DATA RLES AR£ FOR R£/TR£NC£ ONLY ANO AR£ NOT TO 8£ USEO FOR HORIZONTAL OR /IERTICAL SURI-EY CONTROL ESS '-' "' u, --:z "' r'l '5t NO. 70035 ~ * EXP. 09/30/08 J''1ll CIVIL < OF C,,,LI~ ©2007 O'Doy Consultants, Inc. 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-9.31-8680 Civil Engineering Planning Processing Surveying -~ -C I ' --~ I I 6" PRIVA/F SOLID S/JBDRAIN PER DWG. 4J3-6A TO REMAIN }\ SEE SHEET 7 JO' HfOE CONCRETE SWALE -SEE DETAIL C' ON SHT. 3 5• 24• 5• 1102 rs -~ 0. 04'-'--,, _....__--l _ _J ~2> x 24' CATCH BASIN PER NOS /2400 12t-49.44 GLEN /4 J,f'NUE = 10+00 PRIV!flr ORI/IEWA Y f INTFRSECllON FIJTVRE ORIW!'H(A >'S I 11-'-+-----.-~PI~~ • ,- Lor s er 02~18 P,A, 18 ~sEE GRADING PLA1VS CITY OF' CARLSBAD-DWG, !VO, 433~ :A ~----;;::-;,rj)Y ,_ . --~-- I L 82.4 FG 79.375TW\ NO/F 10_/ (TYP.) ~ 'd----+-1-\--'l-<---u---.rr;;-\ 14.34 re 13.84 FS ;1 Q 1----. 14.50 TC \ 74. ~"'-------------.,.-\ ) Sf:E.DETAIL'U '\/ ON SHEET 17 13.00 BJ,t; I, ,, 275' l/NE OF SIGHT FROM PR/VA IF ROAD 'BB' TO NORTH -SEE SHEET 1 ,IJ' J.5' IIAX. TO FINISH GRADE R£T. ~ I S1JRSD T'1FC r:-2' -SEE RETAINING WALL PERMIT DRAWINGS 2.0· LOT 1 PA 15 6.JJ' PL I LOT 2 PA 21 6' HIGH WAil -SEE WALL PLANS BY SEPARA/F PERMIT 4• PCC SIDEWALK ?5..!1!._N. 1110• I I ,_5• I~~ MIN. CO/IEY"--I: I INfl.UENCE UN£ --~~4• PERFORATFO WAil DRAIN 5' ti 1.0% MIN. -SEE NO/F 8 .t 9 ANO PROFILE ON SHT. 12 SECTION 'D-D' SCALE t• ~ 5' "AS-BUILT PE. 70,,36 EXP. '1 he/10 REVIEWED BY: " DATE ~/,o/ o, DATE IE-E' SECTION NO SCALE l----+-----+-----------+--+----+-----+-------11 SH~T I CITY OF CARLSBAD {) ENGINEERING DEPARTMENT :==='....'::=========::::::'....':::s;;:;:::z:::; DESIGNED BY: N.f. DRAWN BY: T.B. I R.R. PROJECT MGR.· M.N.C. ENGINEER OF WORK: DATE: SEPT. 2006 SCALE: 1 • = 20' JOB NO.: 01-1014 BENCHMARK: DESCRIPTION: LOCAllON: RECORD FROM: ELEVATION: STANDARD M-10 STREET CENTFRLINE 1£11 MONUMENT CEN/FRUNE OF EL CAMINO REAL AT ENGINEER'S STAT/ON 454+92 PER R.S 1800-1 COUNTY BENCH LE/IElS (NO. COUNTY /IERT. CONTROi. DA TA) 68.479 OAllJ!I: NWJO OF 1929 DATE INITIAL l~ITIAL ENGINEER Of WORt< REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G:\011014\0114KG06.dwg Aug 02, 2007 8:30am Xrefs: 0114BSTR; 01148Ull.; 0114-amap; 0114ksite; 0114kgrd; 01147UTI.._; 0114tp-k; 0114kmap; 0114mpfp; 0114LGRD; 0114kg; 0114kutl GIWJING PUNS FOIi: Ol.£N HIIJGC AT ROBERTSON RANCH £AST VILLAGE SOP 06-tH DWN BY:~~- CHKD BY:~ RVWD BY: ,Ji$?- PROJECT NO. SOP 06-04 c.r. 02-16 DRAWING NO. 450-6A 101907 031709 STORM DRAIN BOX DATA ~ DESCRIPTION 12;,12• NOS C.8. PER SHEET 5 ,,, TC= 68.40 //E-6(66 //NJ IE-64.46 fOUTH 2 EXIST. TYPE 'F' C.8. AIOO. TO HA i,E OPENING ON N. &-S. SIDE RIY.-87.48 FL-68.38 -SEf SHffT II IE-63. 94 flN 8') 3 12• x 12' CONCRfTE C.8. BROOKS /1212 W/ 12' HEEL PROOF STEEL GRATE• ,,, TG-61.67 IE-64.25 (OUT) (TRAmC LOADING) 4 4• PVC ELBOW &-NOS GRATE /f3 TC= 70.03 IE-67.53 (OUT) 5" 6" NDS C.8. /201 W/ 6" A TR/UM GRATE NDS /80 re-73.90 IE-72.32 (4") IE-72. 40 (3") 6 4 • HOPE ELBOW W/ 4 • A TRIUII GRATE NDS p5 ~ re-1120 JE.-71.82 7 INSTALL 4'x4j,,4' HDPf 45' W>1: IE-71.67 8' 6' NOS C.8. /201 W/ 6" A TRIUII GRATE NDS /80 TG= 73.10 IE= 71.JB 9 24K24' CONCRETE C.8. BROOKS /2424 PER SHEET 5' (TRAFFIC LOADING) ... TG-72.98 //E-67.85 OUT) IE-68.52 (4') IE= 68.35 /6") 10 3' Pvt: ELBOW W/ 3• RISER &-NOS GRATE 1/6 TG= 70.50 If= 65.27 II 24K24' CONCRETE C.8. BROOKS /2424 PER SHEET 5 ... TG-73.84 IE= 61.41 flN) IE-61.21 (OUT) 12" 6" NOS C.8. /201 W/ 6" A TRIUII GRATE NOS /80 TG-72.6 IE-6989 'INSTALL CATCH BASIN INSERT FOR BOX£S@&-@AS MANUFACTURED BY S/JNTREE TECHNOLOGIES INC. (OR EQUIVALENT) WITH HYDROCARBON ABSORPTION 800/IS. "INSTALL APPLICABLE NDS RISER AS NEEO£f). '"INSTALL APPLICABLE BROOKS EXTENSION AS NEEDED. PRIVATE STORM DRAIN DATA ~ LINGTH REMARKS I 2 3 4 5 6 7 8 9 26.2' 6" HOPE O 35.04X 4.1' 4• HOPE O SOX 3.0' 3' HOPE O lo.OX 10. I' 8" HOPE (J 1.80% 15.9' 4• HOPE fl 4.09X 13.9' 4• HOPE fl 15. 4% 10.3' 4• HOPE fl 2.82X 299' 4• HOPE O 50% 8.3' 4' HOPE fl 1.80% o· s· 20· ---- NOTES: /. ~ IND/CA TES £ASDJ£NT. S££ SHEET 2. 2. IA INDICATES £)(/ST/NG UTILITY. SE£ SHEET 2. 3. S££ DETAIL 'J' ON SHEET 6 FOR TrP/CAL PA TIO GRADES. 4. SEE ARCHITECTURAL PLANS FOR All HAROSCAPE, STEPS ANO PA TIO DETAILS. 5. PAO ELEVATION IS FOR ASSU!.IEO STRUCTURAL SECTION or 5• CONCRETE SLAB 01-FR 4' SANO. ADJUST PAO £LEVA TION BASilJ ON STRUCTURAL SECTION SHOW/II ON ARCHITECTURAL Pl.ANS 6. INSTALL HANDRAILS FOR RAMPS >5% SLOP£ -SE£ ARCH/TECl/JRAL PLANS. 10 SCALE: 1• = 20' 1. SORS.O TYPE C-5 RETAINING WALL 3 BY SEPARATE PERMIT. Hmax=3'-4' TO FINISH GRAD£. Hmax= 4•-0· TO TOP or FOOTING. SE£ RETAINING WALL PERMIT ORA WINGS. 8. SORS.O C-5 RETAINING WALL 2 BY SEPARATE PERMIT. S££ DETAIL 2' ON SHEET 9 &-PROF!!,£ IJN SHEET 12 Hmax= 3'-6" TO FINISH GRADE Hmax= ~ -0 TO TOP or FOO TING. S££ RETAINING WALL PERMIT ORA WINGS. 9 FOR SE~R ANO WATER IMPROI-FIIENTS S££ OWG. 450-6. Sf[ SHffT l FOR WA TfR EA!IMENT rt (INERAl UTIUTY EASEMENT TABLE. 10. SE£ DETAIL 2' ON SHEET 9 FOR STORM DRAIN SYSTEM ADJACENT TO BUILDING 2 ANO FOR HANDICAP PARKING ANO RAMP DETAILS If. INSTALL TRASH ENCLOSURE PER CITY OF CARLSBAD STANDARD ORAllfNG GS-16. TRELLIS STRUCTURE 01-FR TRASH ENCLOSURE SE£ LANDSCAPE PLANS FOR DETAILS 12. SE£ DETAIL 'I,(' ON SHEET 10 FOR STORII DRAIN SYSTDJ ADJACENT TO BU/LO/NG 3. FOR HANDICAP PARKING ANO RAMP DETAILS. ANO REC. AREA DETAILS. 13. £NO STR££T IMPRO'.£/JENTS FOR PRIVATE SlR££T '88' AT PROPERTY LINE. 14. INSTALL ANTI-SKA TEBOARO SURFACE TO HANDRAILS. SE£ LANDSCAPE PLANS FOR COLOR ANO ADDITIONAL DETAILS. 15. STEP AT COvEREO PARKING SE£ ARCHITECTURAL PLANS FOR SPECIF/CATIONS. 16. SE£ SHEET 13 FOR ADDITIONAL ACCESS/Bl£ PATH. CONTRACTOR TO CONTROL GRADES &-MOTI/S TO ENSURE CO.U 'ANC£ llfTII RE, VRD,t£NTS. 17. SB,~SB Rff 6 +-Rf3AIN/Nlr WAtl:-5-lll-fl+-5F0NF-',f:NEER ar SEPA,Wr!F- PERW Hm~ 5. 0' ro RIIISH GRABE H,71m. 6.0' ro 1{AO fFF00llNB: 5ff PRORU: 0N Sllf. 12 ANIJ-REfA/N/N6 H,ftt PERM/.' ORA HINGB: /8. S0RSD nrr e ~ ,'/UA,'N,'fl(j H>ltt 6 1111/1 Sf0Nt ►9/EER 81' S[f'ARAJE P£Rl,(ff Hn,o, J.5' TO RI/ISi/ GR,WE. 1/n,w,• ~NG, l SIT PR0171:E-Olr Sil,~ 12 AIIIJ RETAININ6 H,ffl; PERMI-HJRAIIIN6£- t9. rOR 51/) EWAll< , R-AMf AT TAA5H ENlLOSUll..E. 6EE. PETAIL 'V' ON SHfET 17- NOTE II 40' ELECTRONIC DA TA FILES AR£ FOR REFERENCE ONLY ANO AR[ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL " \ I ' I I #ESSto ~ / V) -"' ~ \i NO. 70035 ~ EXP. 09/30/08 C/Vl\.. OF CAll~ I I ©2007 0'Day Consultants, Inc. 2710 Loker Avenue West Suite 1 00 Carlsbad. California 92010 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Pmcessing Surveying '' --\ . \7 ,J\- i I 2 . DESIGNED BY: N.F. DRAWN BY: T.B. , R.R. PROJECT MGR.· 11.N.C. ENGINEER or WORK: NICHOLE A. FlNE s 72. G FF=7-'.5 !PAD=7.J.8 ! 74.46 FS I FF= • !PAD=70.7i 1.36 FS 10.8 FL 71.35 FS DATE: SEPT. 2006 SCALE: 1" = 20' JOB NO.: 01-1014 DATE: 0/t./ d] RCE: 70035 73.88 TC 73.JB Fl LAUNDRY \~ ' ,· i:;.~f4'232~ _ ----1 S££ SH££T 6 . J " • J ~ • ~ ,, q /:;>! C 7.163 Fl --~ NOTE 15 BOILER ROOII RET. WALL 2 NOTE 8 ,-.,...., ' OETM. t;' -SEE SHT. J . I 73. 5 '----~· Fl 'P 74.50 Tl 7'1.00 FS 7(50 FS ~ ! FF=7,.5 iilt' ! PAD=7.J.8 ! 74.23 rs 74.03 FS ~ 2'%1-----:e:----I ---,-14. so rs 3 STEPS 74.46 FS BU Will 3. 71.35 FS 71.IJ r.. w --w- 1t23 rs 'P 6' HIGH MASONRY l \ -'µ.-""'-'--Lf"'NS '"' ~~FG i., 0 T 2 J '-, C'T 05~25 .L l, P.,A, 21 i COURTYARD J-Jo1l!J8S 1 · rr=74.5 l-. _l_l lL ......... ~ C ~-;--.:;-;~:_,,,4-+t~\-:~~-15~/£"ffflN 70.63 TOOi DRAIN 11• -11_ -- , :,· e~t~c 10-• II ~ (I_ I ~ 10.ss Sl/1,11,/IT TRAIL fl' ~ COl/RT PRIVATE) ··- [ NOTE 13) . .?o.~ r---4• SE~R LATERAL l SING . ..---, T I I T ' OFRC£ \ \ '1, 6' !fliGH MASON:; WALL FF=71.9 .i---:--5££ JWALL PLANS PAD=71.2 \I ~ ' J FF=73.4 "' ' -', ' I i 0, i 5' 8~/L0/11~ SETBACK r 1~~ 71.2 FL 'HP 72, L,.!2:--======="C="' ~ ~ i_'] j -71.10 TC 1 TC I 7060 Fl 7Q96,.:.,FS=----1, P.-+.-c--t"-:,-WA T[R SERVICE ff=13. 6 51' z1.15TC. 70,65 f'L I I 2. ~ MAX I ' a , _ b = 3-· · · 72.8 "AS-BUILT EXP. 9 /JIJ ljO REVIEWED BY: cA....o-- tlt¼ID9 DATE 3 ) J •J.o..1- DATE 1----+--+------------t----t---t--r--i' SH7EET' CITY OF CARLSBAD 'a1Ez7~ ENGINEERING DEPARTMENT ::=='-'===========::::...:::~===; BENCHMARK: DESCRIPTION: STANDARD Al-10 STREET CENTERLINE ~LL MONUMENT LOCATION: CENTERLINE or £L CAMINO REAL AT ENGINEER'S STATION 454+92 PER R.S 1800-I RECORD FROM: COUNTY BENCH LEI-FLS (NO. COUNTY vERT. CONTROL DA TA) ELEVATION: 68.419 DATUM.· NVGO OF 1929 ENGINEER OF WORK REVISION DESCRIPTION G; \011014\0114kg07.dwg Aug 01, 2007 10; 36am CliAIJIN(J PLANS FOIi: (Jt.£N RllJCC AT ROBERTSON RANCH EAST Vlll46£ SOP 06--M PRECISE GRADING PLANS c.r. 02-16 APPROVED: DAVID A. HA Xrefs: 0114BSTR; 01148Ull.; 0114amap; 0114ksite; 0114kgrd; 01147UTL; 0114tp-k; 0114site; 0114kmop; 0114mpfp; 0114lgrd; 0114kg; 0114kutl 101907 0317 09 I o' 10' 5 20· SCALE: 1• = 10' @ PO.C. ~ "!!!'lRft. PLANS I I I I NOTE I / 769 I Fl ]?1} 125.9 LF ~ ~ HDPE / I FF=77.6 ! l'A0=76.9 ! o o.sox .. -·r-J=o t 76: 12 il!STALL MD . LK. D-34 WJN(J \ f/EADWALL \ l<-El \ ~~ \ c:,.., ::!,a, I ' g, ~ .j 1&) o· 11.56 FS 19. 7 LF ~ 4" HDPE 0 1.49% l:;c:::=1 @ \ PO.C. 4" HDPE SD -SEE ARCH. PLANS rCD 77.0J TC 16.53 FS PO.C. 7640 Fl 768 Fl 'P -SEE ARCH. PL ~ 1:2 ~ ~ -., N N <J " " 11.50 rs '-" BIKE STORAGE BLOG. 1 ,, 11.0 re I ,1 .. f FF=77.6 ! !l'A0=76.9 ! STORAGE ,- <,.(,~ .,1:i BOIL£R "". ,1:i ROOM '\'\· r _r.c====r=:=;t==tc __ __,_,,,_ 16.10 FS 7670FS 15 LAUNDRY NOTE 2 DEC. lf_OTE 1--' (TYP.) TEL FIRP ( . .,,.-_ NOTE 1 ' (TYP.) I FF=77.6 !PA0=76.9 ! 11. F; PO.C. 4" HDPE SD 7356 Fl 77.JJ FS -SEE ARCH. PLANS NOTE I (TYP.) p 0. C. 71.95 Fl PO.C.@ 7360 Fl -SE£ PLUMB/NC PLANS 17.56 FS 433 lF ~ 4" HDPE-+---- fi 0.12X -SEE ARCH. PLANS 77. 70 F5 NOTE4 ~ 77(:,G, TC 7~.4'1 FS POC. I j ti I I I P 0. C. 6 HOPE 3• WATER SERl1CE 7 7Jo0 TC. 4 HOPE SD 7'1.55 Fl 76.1H~ 9.3 L "HOP. (J 1.8% 2X ..__- SEE 77,0 FL 71.80 Fl SECl/ON H-H 6" FIRE UN£ 7r S -S£E ARCH. PLANS STORM DRAIN BOX/FITTING DATA ® DESCRIPTION ,. 5· ROUND C.B NOS /250 W/ 6" A TR/UM CRATE /80 TC= 16.40 IE= 13.84 2• 5· ROUND C.8. NOS /250 W/ 5• A TR!l/11 CRATE /80 TC-76.80 /£-13.53 3• 9" x 9" NOS C.B /900--1 W/ SOI.ID COl,f"R R/11-11.30 /£-7300 (4") 1£-7283 (OUT 6") \ 4• INSTALL 4" HOPE 90" ELBOW /£-75.80 5, 6" ROUND C.8. NOS /250 W/ 5• A TRIUII CRATE /80 PO C. FOR -I" HOPE ROOF ORAIN -SEE ARCH. PLANS TC-766 IE-15.67 6 INSTALL 4" x 4" x 4• HOPE 45" Wif /£-15.29 1 INSTALL 4" x 4" x 4" HOPE 45" Wff /£-15.17 8• 6" ROUND C.B NOS /JOO/!{ SOLID COl,f"R RIM-16.50 /£-7'1.97 /4 !£-74.89 (5") A ~ 6" ROUND C.B NOS /250 W/ 6" A TR/UM CRATE /80 9' PO.C. FOR 4• HOPE ROOF DRAIN -SE£ ARCH. PLANS TC= 7680 IE= 15.25 ->,> 10 4" HOPE £LBOW TC-16.10 /£-75. 86 -"> ' . _,,,,. F.s 2X - II INSTALL 4" x 4" x 4" HOPE 45" Wff IE= 75.83 12• 6" ROUND C.B NOS /300 W/ 6" A TR/UM CRATE NOS /80 TC-764() /£-15.53 f6"! IE-15.10 (4") 13 INSTALL 4" x 4" x 4" 45' HOPE Wif /£-75.97 14 INSTALL 4" x 4" 45" HOPE £LBOW _______ /& IE-76.0fl 15 /NS~(;-,;Qi~,}JDPE WYEr,_ c ~'\-' REDLrER) IE bq_s7(4' 11'-:f,'J, 5(6· OTE J 77 16•• 12"x12 uJNCn't T£ C.B t1n'OOK:, ,1212 W,I' STEEL COi,£7? (TRAFFIC LOAD/NC} TG 76.88 /£ 71.44 /,") JC 71.36 (6") 75_97 rs ~~%il)~6r .9~~~~y;./_11 Pl ;N; A 11 LD. 18 ;1NSTALL l+Dr'E. 90' E.LOOW ' IE-71.S7 P.O.C.. Sc.E. IIRC.H. l''LhNS , l-'-19. IN5,,4lL I" x I• ~· HOPE F!:BBW-__) -~ , .. 20• 9" x 9• C.B NOS /900 W/ 9" ATR/l/11 CRATE NOS /981 TG-7620 /£= 7229 f!N} /£-12.09 (OUT 6") 21 INSTALL 4"x4" HDP£ W)'f' /£-7360 22 INSTALL 4"x4" HOP£ Wff IE= 15.50 ~ S£E DETAIL 'H' / ON SHT. J 23' 9"x 9• C.B. PER SHEET 5 TC= 7'1.J (IE= 11.30 IN 6") IE= 11.10 (OUT} ~ 9· x g-N.D.S C.B /900-2 W/ 9" ATRIUM CRATE NOS /981 24' re-75.80 /£-7'1.92 (4") IE= 7(75 (OUT) 25 EXIST. TYPE '8-2' Cl. PER CITY OF CARLSBAD DWG. 433-6 Ire-75.91) IE-69.1-1 (/N 6") IE-68.74 (OUT 18") 26 INSTALL 4" x 5• HOPE RFD~~ AND 6" HOPE 45" Wff /£-1337 (6") /£-73.50 J" 27 INSTALL 6" x 6" HDPE Wff AND 6" x 4" R£DUCER IE= 7261 /4") /£-12.53 (6") 28 INSTALL 4• HDPE ELBOW W/ 4" ATRIUM CRATE NOS /15 TC-7620 IE-15.02 ' i 7634 FS r--SEE ARCH. PLA!§_ __ -SEE BELOW, RIGHW~ 1 ~_5 Lf~ :::+:;_;H_D:::PE:::::....G:1:://::;:6--::%=-_:p---==--==---'-::-':::::::5>--Eb,-~~ ...____..__ _ ____.-:::_-:=__~_ -8-. H,-~/Ei-RL-INE---76 -,---i - 'INSTALL APPLICABLE NOS RISER AS NE£D£D. "INSTALL APPLICABLE BROOKS EXTENSION AS NE£D£D. NOTE II 76.82 re 7632 FS CRADE BREAK £l£CTRONIC DATA Fl/ES AR£ FOR R£F£RENC£ ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR l,f"RllCAl SURl,f"Y CONTROL 1611 rs 18 SQ . Ct: ({JI'<. SEE SHEET 9 FOR CONTINUATION Cl) RO<F DRAIN AT 81Jll.l}/NG. SEE ARCH!TECTlJRAL Pl.ANS FOR DETAILS. ® RO(£ DRAIN AT cauAIN. SEE ARCHITECTlJRAL PLANS FOR DETAILS. DETAIL 'K' -PRIVATE STORM DRAIN SYSTEM AT 8IJ/LOING I NOTES: ©2007 O'Doy Consultants, Inc. 271 O Loker Avenue West Suite 100 Corlsbod, California 92010 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying SCALE: ,. = 10' DESIGNED BY: N,f. DRAWN BY: T.B. , R.R. PROJECT MGR.· M.N.C. ENGINEER OF WORK: DATE: SEP[. 20011 SCALE: ___ _ JOB NO.: 01-1014 BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERUNE /'ELL MONU!IENT LOCATION: CENTERLINE OF El CAMINO R£AL AT ENCIN£ER's STA 110N 454+ 92 PER R.S 1800-1 5.00' ~', ~ 8" Pf!'.' WTR 1':l· 71.9 JP, 11.15 BP -5££ DlitJ. 450-6 J.O' MIN. COl,f"R I:: I' CLEAR 9 ON SH! 9 860' FINISH GRADE ~ AT PARKING LOT 4.JX - 93.5 lF ~ 6" HOP£ fJ 1.38% 1<:i 11>· &> ~', SECTION H-H SCAJ.£: HONZ. 1• • 5' 'tERl 1• = 5' 9.00' -;} '"a, 2.0X ~ 9.00 lF ~ 6" HOPE @19./1% ~ ~ 1'; ® I. NJR INTERIOR ROOF DRAINS AT BREEZE WAY -SEE PLUMS/NC PLANS. 2 STEP AT COl,f"RED PARK/NC SE£ ARCHITECl/JRAl PLANS FOR SP£C/FICA 7/0NS J. POINT OF CONNECl/ON FOR 4" HOPE SD. SEE PLUMB/NC PLA :S: 7. 0 /.£ 4, 1NSTALL HANDRAIL':> PE.R M·2.4 QR EQUIVALENT SE.E. LANDSCAF'E PLANS FOR' DETAILS. 5. ROOF DRAIN AT COWMN TIES TO SECOND 5TORY RAIN GUTTER. '.>EE ARCH PL/\NS FOR. D[TA\LS "AS-BUILT '' n«M 'd'.AAL, PE. 700'!;6 EXP. q/30/11, DATE REVIEWED BY: ·1-================================~===~==,r.,==s==HBE::::::ET~, =c;::;;I~T';;:;;Y;::::::::O::::::F~C::;::A;;;;::R;::l.S;:;B;;:A:;::;D;::::;-;:::;:SH:;;::::;;::;I ill ~==-'==::::::::E N:::::G:::::IN:::::E:::E:::::Rl::::N::::G::::D:::::E:::P:::::AR::':T::':M:=E::':NT==:::::'__'~is:::::;~ 3 /, 0/01 DATE CHAO/NC PU.NS FON: (Jl.£N H/l)(JC AT ROBERTSON RANCH EAST VILLAGE sa> 06-04 PRECISE GRADING Pl.ANS c.l 02-11 APPROVED: DAVID A DEPUTY CITY ENGINEER PE 33081 EXP. 6/30/08 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY l,f"Rf DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. DATE: €J/2/b__,7J._!;;~::; _ _:CON~TR~O/.-D~AT,:.:il)~~~~~~--.J.:EN:~:AN;:ER~OF~IN~:T::RK~---~R:E\/~l:Sl:0~N~D:E:SC:R~l~PT~l:0~N----Lo:TH:E~R~AP:P:RO:;:v:AL;.J.~crTY:.,:AP;;P;,:;R~ov;:AL;.J~~~~K;;g~~j;~:~J2.l:j~:~~-iiis;iii'/J,iiiipiiiiiii~{J'5iiiiiiiOiiii4iiiiiii..::..4-,~5,0iiiiiii6Aiiiiiii~ ::~~::::::=-RiiiCiiiE~: ~~00:;ca;;~111 El£VATION: 58.419 DAl/Jlol: NWD OF 1929 G: \011014\0114kg08.dwg ALig 01, 2007 10: 38om Xrefs: 0114-ksite; 0114kgrd; 0114tp-k; 0114kmap; 0114kutl; 0114KG 101907 0317 09 o· 40. 9 LF ~ 6' HDPE_ll,()_1Jl \ 10' 5 20· ® SCALE: 1. = 10' PO.C ! I 4 HOPE SD -SEI ARCH PLANS I 40.9 LF ~ I ! 6' HOPE 0 I.OX I I 2 ~ S!EPS-rt'flc..._ 13.o I I FS 1.1 LF ~ 4• HOPE O 1.2X 10.8 LF ~ 6' HOPE (I 1.IIX--'(.--"-J:j-f 71.2 Fl OUTLET TO 1£/JETA JrD/ SWALE INSTALL MOD. WING HE/\DWALL t'E.R D:':,4 ./'--' d 5.0' -" 0 -~ ? I:~ I . ~ 4• Hl)f'E fl I.OX SECTION I-I NOT TrJSCALE NOTE !I I I I I lFT=l4.5 l PAD=l.J.8 ! 11.46 FS 74.23 rs 729 Fl © P.O.C -SIT PLUAIBING PLANS 11.46 FS 14.46 FS 727 Fl (72.90 , 1204 8 • Rff lfA/1. 2 NOTE8 / ( / I I; 2·1 MAX SI.OPE ---------51:.r. D.ETAIL :i ON S~Ef:T 17 BLOG. J lFT=ll.4 ! !PAD=J0.7] £1£CTl?ONJC DATA RL£S AR£ FOR R£!TR£NCE ONLY AND AR£ NOT TO BE USED FOR HORIZONTAL OR 1£R TICAL S/JRl£Y CONTROL J i~ h r~ !9 ..., NO.Jr 13 LAUNDRY STORAGE 3• WA lrR SER 14CE -SEI Dl+G 450-6 i~ r') BOIL£R ROOM 14.50 FS (TYP.) ,"-rs 5.0' 6'• <'..-~ STORAGE 135 Fl 'P 14 11--~17"'-__-_--+--e~ 14.JO TC I 74.5o11r 14.00 FS 74.4:Jrs 11.so rs 14.50 FS ......_ I 731 Fl / CJY / @ .J ------'P..,.. 0.7,. c,,,. ;,a--a,.----- <]4 HOPE SD -SEE ARCH PLANS <"] I I 11 11 ~ , • I > I STORM DRAIN BOX/FITTING DATA ~() DESCRIPTION I 6' HDPE ELBOW W/ 6" A lR/UM GRA Jr NOS /80 TG= 73.60 IE= 12.10 2 INSTALL 5• x 5• x 6' 45" HOPE W>f' W/ 5• x 4• HOPE REDUCER IE= 11.19 (5') IE= 71.87 (4') J' g• x g• NDS CB. /900 f 9• AlR/UM GRATE NOS /991 TG= 72. 7 IE= 11.13 (5' ~ INSTALL 4• x 4• 45" HOPE ELBOW 4• IE= 7207 5• INSTALL 6' x 5• x 6' 45" HOPE W>f' W/ 6° x 4• HOPE REDUCER IE= 11.68 (6"} IE= 11.16 (4") P.O.C FOR 4• HOPE ROOF DRAIN -SEE ARCH. PLANS. 6' 6' ROUND CB. NOS /JOO W/ 6' A Tl?/UAI CRATE NOS /80 TG= 7270 IE= 11.10 PO.C FOR 4• HOPE RO/I DRAIN -SEI ARCH. PLANS. 1• 9• x g• NOS CB. /900-4 W/ 9• A lR/UM GRA Ir NOS /991 TG= 7261 IE= 11.32 (6') IE= 11.40 (4') 8 INSTALL 4 • x 4. 1.5" HOPE ELBOW IE-68.56 -.... 9 SEE SHEET 5.' '-'. '!,.. ,. m ... TG 7298 f/E 61.85 I 6835 (6'} I •• / ~-· ~ ,. . -· t(f -1£=-&8.B!J. HISfAti. ,. J. ~-:Ji ,· (§0 JKJP[ s,qr: Jl]l s· A ,,. REBl:f6ER ff" t;;(J / ~•) ,r-r,1 /.-,•J ( #ISTlrtf. f' A f' A f' 4§' H9P£ H~ ,I ./2-1€ 71. t{) '/NSrAtf. .,,. ... f/' fll}ff ,I§" EHJ(]lf-~ -r.J--IE--fjMJ- 14 1,voTAll 4• x 4• HOPE 90" ELBOW IE= 7219 15 INSTALL 4• x 4• x 4" 45" HOPE W>F ,t ELBOW IE= 7200 16 INSTALL 4• x 4• HDPE 1.5" ELBOW IE= 11.12 11• 6" ROUND CB. NOS /201 W/ 6' A lRIUAI GRA Jr NOS /80 TG= 7300 IE= 11.41 (4') 18' 6° ROUND CB. PER NOS /250 W/ 6' ATRIUM GRA!r NOS /80 TG= 1240 IE= 11.04 INSTALL 4• x 4• HOPE 45• ElBOW ,. ARE '-• ,-z] L1 14.50 ✓ /rr"'--'---'---,._,....r---------,,-----'d:::_ ____ \...-_____ ---y-_ ___:"_' ---,__,r----'"----~-cFSI--, I I I 11 11.46 rs 19 IE= 11.18 6° ROUND CB. PER NOS /250 W/ AlRIUM GRATE /80 11.50 FS (TYP.) PA TIO (TYP.) \'> SEI NO.Jr J ~ ,~- BLOG. 2 / FT=74.5 / l PAD=l.J.8 / 73.9 FG 14.23 TW CI) 7224BW ,-<t> /7o.66i'[ LL-------=:;; , _-:::::..--, 14.23 ---'<'ifir. WALL 2 70.7 FS '.13 Fl NOTE a rs. 738 Fl ----.. 14.46 FS I 4.2Jf NO TE 6 ~! -----cill.50 FS/ . ,--vi ;, 1,, t-f.-..s.z.__p-1'J------'i" I 2!. L-.L:,___s,.d--'"" __5.L yl 70 0 o· "' C SEE SHEET 10 FOR SECTION c-c ;'.;\ ~~ >; '-" . ,, 5.t -----..: .. ___ ---C '< ?J .. t· '? NOTE6 "- \ 0£TA/l 'L' PR/VAT£ STORAI ORAIN SYSTEAI AT Bl/lLOING 2 NQTfS: I. II) /NO/CA TES EASEAIEN T. SE£ SHEET 2 2. fil lNO/CA JrS EXIST/NC UTIUTY. SEE SHEET 2 3 SE£ DETAIL '.I ON SHT. 5 FOR TYPICAL PATIO GRADES. 4. SEE LANO.SCAPE PLANS FOR All HARDSCAPE DETAILS. SCAL.£· 1• a lo' 8. SDRSO C-5 RtTAIN/NG WALL 2 BY SEPARA!r PERMIT. Hmax= J"-6• TO RN/SH GRADE. Hmax= 4'-0' TO TOP OF FOOTING SE£ SHEET 12 FOR WAil PROF/Lt. SEE RtTAINING WALL PERMIT ORA/l?NG. 9. FOR SEHER ANO WATER /AIPR0'£MENTS SEI Ol+G 450-5. 10. • 7/FORA TEO WALL DRAIN Ti 11.36 IE 5. PAD ElEVA TION IS FOR ASSUME[} STRUCTIJRAL SE Cl/ON OF 5• CONCRETE SI.AB 0'£R 4• SAND. ADJUST PAD ElEVA TION BASED ON STRUCTIJRAL SECTION SHOIIIV ON ARCHl!rCTIJRAL PLANS. ~ f" HDPE_\-:;._N~YE:;.. ".'.".c~~'.'::---=~~ II. 4 'lfA._lEl) ~LL DRAIN TO 3• Pl-t' SO. 71. 00 IE 6. INSTALL HANORAILS FOR RAMPS >5X Si.OPE PER SORSD M-24. INSTALL HANDRAILS AT STAIRWA r.i HA WNG 4 OR MORE RISERS. SEE LANDSCAPE PLANS FOR DETAILS. 1. SDRSD TYPE C-5 RtTAINING WALL 3 BY SEPARA!r PERMIT. Hmax=3'-4' TO FINISH GRADE, Hmax= ,·-o· TO TOP II FOOTING •• PERFORAlrD WALL DRAIN TO CONNECT TO 12• CB SEE RETAINING WALL PERMIT ORA/l?NGS. SE£ SHEIT 12 FOR WALL PROFILE. ©2007 O'Day Consultants, Inc. CONNECT TO@<t<.J!). SEI PROf/LE ON SHT. 12 12 TIE 4• PERFORATED WALL DRAIN TO J" Pl-t' SO, CONNECT TO @. SE£ PROFILE ON SHT. 12 13 SlrP AT COl£R£fJ PARKING SE£ ARCH/TECTIJRAL PLANS FOR SPEORCA TIONS. BENCHMARK: DESIGNED BY: N.F. DATE: SEPI'. 2006 DESCRIPTION: STANDARO M-10 STREET CENJrRUNE HELL MONU!.IENT 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying DRAWN BY: T.8 .• R.R. SCALE: ___ _ PROJECT MGR.· 11.N.C. JOB NO.: 01-1014 ENGINEER OF WORK: LOCATION: CENlrRUNE OF El CAMINO REAL AT ENG/NEER's STATION 1.54+92 PER R.S 1800-1 \ J v / I 11 Iii 1:1 11 11 I 1._~o fS I FT=74.5 / PAD=l.J.8 / 11.46 FS " ~I ~ " "1 2X v !!j <ti '"· cl 73.90 FL ....--1\NfJ,TE v cl 2X 74_50 rs ---rSlrM WALL SE£ ARCH. PLANS ~.90 TII' 1) 10.59 fl SEI SHEET 10 14.46 rs 7390 TW 11.39 8 I II 3 SEE SHEIT /0 2X -<J PRIVATE STORA/ DRAIN DATA l.£NGTH REMARKS• I 231• 4• HOPE fl 1.J9X 2 8.J" 4• HOPE O !.OX J 16.9" 4• HOPE O 2.19X 4 234" 5• HDPE fl 0.87:t 5 5.1' 4• HOPE O 8.54Jf 6 21.0' 5• HOPE fl 0.88X 7 4.9" 4• HOPE fl 2JX 8 t-----'c/9.=.J::-."--+-~4•.cH.=.'{).'c''PE-tl--:4."'/4'='1'~_--1 9 31.9" 5• HOPE O Q88X 10 11.2' 4• HOPE fl 1.5X II 14.9" 4• HOPE ti 20X 12 36.8' 4• HDPE O 12.12X IJ 123" 8' HOPE fl l.91X 14 138" 4• HOPE fl 1.0Jf C 20• TG-T',U, IE-7z.n 21 INSTALL 4'"x4'x4" HOPE 1.5" W>f' POINT II CONNECTION -SEE PLUMBING PLANS IE= 10.50 22 INSTALL 4'"x4' HOPE 90" ELBOW IE= 10.18 ~ 6" ROUND CB. PER NOS /250 W/ ATRIUM GRA!r f80 23' TG= 7330 IE= 10.26 (OUT) /Es 10.42 (J') IE= 10.34 (4') 24' 5• NOS CB. /250 W/ 6' A TR/UM GRATE NOS /80 TG= 71.90 IE= 10.04 25' INSTALL 9'"x9' NOS CB. /900-J W/ g• A TR/UM GRATE NOS /991 TG= 10.50 IE= 69.50 {6') IE= 69.61 (4') 26 INSTALL 6' HOPE 45" W>f' W/ 4• x 6' RtDUCER IE= 69.18 (5') IE= 69.95 /4') 27 INSTALL 5• HOPE 45' W>f' W/ 4• x 6' RIJJUCER IE= 69.99 (6") IE= 10.16 (4") 28' 6° NOS C.B. /250 W/ 6' AlRIIJM GRA!r NOS /80 TG= 7300 IE= 71.00 29' 6' ROUND CB. PER NOS /201 ~• ATRIUM GRATE /80 TG= 7380 IE= 11.80 (OUT) J JO' 6' ROUND CB. PER NOS /201 W/ 6' A Tl?IUAI GRATE /80 TG= 1350 1£= 10.35 (J') IE= 10.27 (4") 31' 6' ROUND CB. PER NOS /201 W/ 6' A TRIUAI GRATE /80 TG= 7370 IE= 10.47 fJ'J IE= 10.39 f4'J (J) 32' 6° ROUND NOS CB. /JOO W/ 5• A TR/UM GRATE /80 TG= 13.10 IE= 11.11 JJ' 12'"xl2' NDS CB. /1203 W/ 12• ATl?IUM GRATE /1280 TG= 72 50 IE= 66.10 flN 8'1 IE= 66. 43 fJN 4 •f EXIST. 24"x24" CONCRE!r CB. BROOKS /2424 PER SHEET 5 34 -rr.~ 11.11, r1r~ 6~53 IN /7'! 1r~ 6.~86 ON 9•1 flE-55.JJ oun 35 INS TALL & ' HDPE Z2..5'BEND fE-G.~ 4-2.. -IN'.lTALL APPLICABLE f'/D5 R\St.R A'S NEEOE.v. (I) RO<Y" DRAIN AT 8V/l0/NG. S££ ARCHITECRJRAL Pl.ANS FOR DETAILS. (l) RO(T ORAIN AT C(l.(JIJN. SEE ARCHITEC'fl/RAl Pt.ANS FOR DETAILS. Q) POINT CF C(l{N£Cl10N CF 4• HOPE RO(£ DRAIN. S££ ARCH. Pt.ANS. "AS-BUILT " ~ 1.,i,,,,,1 P.E. 7DD3'5 EXP. "l~//r, REVIEWED BY: J • DATE .3/10 Io, DATE t-----+----+--------------t----+---+--+----I I S9ET I ;:=:::::::::..::::::========~=~ CHA/}/H(J PLANS fOH: (}1£N HI/JGC AT CITY OF CARLSBAD ENGINEERING DEPARTMENT s 17 G: \011014\0114kg09.dwg Aug 01, 2007 2: 11pm Xrefs: 0114k.site; 0114kgrd; 0114tp-k; 0114kmop; 0114kutl; 0114KG ROBERTSON RANCH EAST VlllA6£ SOP 06--()4 PRECISE GRADING PLANS c.r. 02-1s APPROVED: DAVID A. 101907 0317 09 o' 10' ---5 20' SCALE: 1 • = 10' \ 6' HIGH \ 5ouND~ . rSJfis I \ \ \ \ I 71.0 ~\ , ®CD 69.50 fl I @Q) \ 68.50 fl BLOG. .J ! FF=71.-I ! !PA0=?0.7! I 70.6 rL :I§ 13 7\. \\ s NOTfS: 1. Ill JNDJCA rrs fASfl,(fNT. SEE SHEET 2 2 fn. /NO/CA ltS £XIS71NG U71UTY. SE£ SHEET 2 I I 'I I I \\ ' 3. SEE DETAIL 'J' ON SHT. 6 FOR TYPICAL PA 710 GRADES. 4. SEE LANDSCAPE PLANS FOR All HARDSCAPE DETAH.S. j 5. PAD £l£VA 710N IS FOR ASSUM£D STRUCTURAL SEC710N OF 5• CONCR£1[ SLAB Olof'R 4• SAND. ADJUST PAD ElEVA 710N BASED ON STRUCTURAL SEC710N SHOWN ON ARCH/TfCTURAl PLANS. 6. INSTALL HANDRAILS FOR RAMPS >5X SI.OP£ PER SDRSD M-24. SEE LANDSCAPE: PLANS FOR DETAILS. \ 7. SDRSD T'fP£ C-5 RETAINING WALL J BY SEPARAlt P£RMIT. Hmax=J'-4• TO FINISH GRADE. Hmax= 4 '-o• TO TOP OF FOO 71NG -1• P£RFORATED WALL DRAIN TO CONNECT TO 12' C.B. @. SE£ SHEET 12 FOR WALL PROF!l£ &-SE£ RETAINING WALL PERMIT DRA'i+fNGS. 8. SDRSD C-5 RETAINING WALL 2 BY SEPARA lt PERMIT. Hmax= J'-6' TO FINISH GRADE Hmax= -1·-o· TO TOP OF F0071NG SEE SHEET 12 FOR WALL PROF/l£. SE£ RETAINING WALL PERI.Ill ORA 'i+fNG. 9. FOR SEPER AND WA/Di' IMPROvfJ.IENTS SE£ DHC: 450-6. 10. STEP AT COvf'/?£0 PARKING SEE ARCHITECTURAL PLANS FOR SPECIF/CA 710NS NOTE!! El.ECTRONIC OATA FILES AR£ FOR REFERENCE ONLY AND AR£ NOT TO 8£ USED FOR 1/0RIZONTAl OR VERTICAL SURVEY CONTROL ' SEE.DE.TAIL'") ON .'.lHEE.T 17 BLOG. 2 ? STORM DRAIN BOX DATA ! FF=71.5 ! ~----+----~ ------P A0 = 71. 8 -- .:j ,'-,L. 0 ·J· fl . --- -11.IJ FS 11.36 FS i I _ _.J Rel WA/12 NOTF: 8 70.l rs P PA 710 -SEE NOTE J (TY?.) ---------- 7224 FS I "'t ~1-';1\-----------\ --------------1..::::~::·:~lla( c-c ---------= BL-oa:-J ---I FF=ll.-1 I ! P.40=70.1 ! -----\ !H 8£1.0/f ------\ -------------I, ----------------\ --------------------------\ ----_j..-----\ 4 ~ \ 1 ' 9 t ~.......,--- BLOG. 2 \ ! FF=7-l.5 I I .,J ! P.40=7J.8 ! _ -, "·< --------i <J I "' i 2X -74_50 rs ~-t-STEM WALL cl SEE ARCH. PLANS rRCl WALL. J I I NOTF: 7 ~ 71.90 1W ~~ 70.59 fl W ,~. 73.90 1W 11.39 B ----------------~---~ BLOG. .J ~ I FF=ll.-1 I ~' --------~ ~ '-½ \ -,__7 C'-'1, 4'J \ ~ 7). I fr!"'--:S--'1'.:T1~:::,l-~ \ --------.J:F,\,=4--"7 \ ' \ I ~:H' OETAL t' \ CW SIil J 14.0 LF \ •• HOP£ rlJ 2X \ " ® P. r;;,c. -SE£ PLUMBING PLANS .© I . & ill J -I, 5 6• 7, 8' 9' 10 k II• 12' IJ• 14 15• 16 17 18 19 20 - 21 22• 23' 24' 25 26' DESCRIPTION INSTALi 4• HOP£ 90' El.BOW IE= 69.98 '/ ,,. JI V ~ l(};§,~ ·-.'.: __ --; __ ....::, . . t6 INST-'"irt' f', f• 1s· I/OPE If~ f; ND:i C.~.t3DO W/Gf\AlE l , IE-69. Tr-.s , ·" · -. 9'x9' NOS C.B: -J W/ 9' A TR/VI.I GRATE /991 TC= 70.68 !£= 69.62 INSTALL 4• I/DP£ 45' ELBOW IE= 69.64 9'x9' NOS C.B. /900--1 W/ 9' ATRIUAI GRATE /991 TG= 10.55 1£= 69.75 (OUT) 9"x9' NOS C.B. /900-J W/ 9• A TRIUII GRATE /991 TG= 70.80 IE= 69.42 5• ROUND C.B. NOS /IOI W/ 6' ATRIUM GRAT[~ TG-70.1'1 IE-69.50 (4•j IE-69.,f2 (6') '/'"3 6' ROUND C.8. 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EL£CTRON/C OA TA FILES AR£ FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR WRT!CAL SURvf'Y CONTROL BENCHMARK: DESCRIPTION: STANOARO !l-10 STREET CENTERLINE HELL !IONUMEN T LOCATION: CENTERLINE OF £L CAMINO REAL AT £NCIN£ER's STATION 454+92 PER R.S 1800-1 Carlsbad, Colifomia 92010 Processing /~A ..-i. ,I. 760-931-7700 Surveying ,,ij~ .::f., J~, DATE: ~tZ./07 RECORD FRO~: COUNTY BENCH L£'vfl.S (NO. COUNTY l,f'RT. CONTROL OA TA} 14 SCALE: ,. = ,HJ' GENERAL UTILITY ANO ACCESS EASEMENT P.R. 01-22 REC. tQ-17-7007 AS F/N 70Q7-Q1,SA085 o· 10' -~~~~~~--+-~-- STORM DRAIN DA TA ® DELTA/BEARING RADIUS LENGTH REMARKS 20· 1 N 13'54'12• £ 149.02' 2 N 13'54'12• £ 39.92' 6 N 81~J 1J £ 1 N 81'33'13" £ 9. 0,0' 8 N 08'26'47" W 5.31' g I/IL '47" w. 24• HOP£ HANCOR SURELOK SO (PR/VA TE) • • 24" HOP£ HANCOR BLUE SEAL SO PR/VAT£. 18" HOP£ HANCOR BLUE SEAL SO f'RIVAT£. 12• HOP£ HANCOR BLUE SEAL SO PR/VA TE. • • 10 1''' '4Y1M 1.Vb I 12• HOP£ HANCOR SUR£LOK SO O 2J.2X (PRIVATE. 'INSTALL HANCOR SURELOK PLAIN £NO 111TH COUPLING BANOS ANO 9.8' LENGTHS 40' 80' SCALE: 1" = 40' "AS-BUILT ,, fl~ DATE REVIEWED BY: <7_, ,._._ J, ~~_b_a,,_ 1Nsi0;TOR DATE r-=,___ -==-1:::=_ -=""l-+ -==--==--==--==--==--==--==--==--==--=r=+--==-T:=_ -==x-+ -==-7~r==,__ -=~~I :;;;:SH,;;;;E'ET;;;:;-;:I :;::C~IT~Y:;:::;O~F~C;::::;:AR~LS~B:::;AD~;;;:H;:;1F 7~F:;;;:;,\;:;-t-, & ENGINEERING DEPARTMENT ;=6.=::'liA/M='N()~l't,A~NS~FO,:::'R:==c:OlEN==.=:==::RIDCE==,c=::T=====-'.:3:::::;;;;~ 1----+----tt------------------+---+---f-----tl---- DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION ROBERTSON RANCH EAST VILLAGE SOP 06-~ PRECISE CRAOINC PLANS c.r. 02-16 APPROVED: DAv1v_. H uy DEPUTY CITY ENGINEER PE~""30:..,:;--', ~::..E~XP ___ 6_/~3-0/~0-8 DWN BY: __ _ PROJECT NO. DRAWING NO. ._ ________________________________________________ Fa■•■= i,76iii0■-■9ii31■-■8iii68■0•------•,;;iN 1 ~ • ••NE RCE; 70035 EL£1/ATION: 68. 419 OA TUAI: Nl'GO OF 1929 ENGINEER Of WORK OTHER APPROVAL CITY APPROVAL CHKD BY:~,( RVWD BY: , I\ IZ. SOP 06-04 450-6A G:\011014\D114kG11.dwg ALig 01, 2007 11:00am Xrefs: 0114BSTR; 0114ksite; 0114kgrd; 0114tp-k; 0114kmap; 0114KG; 0114KUTL; 0114kpro; 0114butl; 0114LGRD 101907 031 I 09 - -_j_ __ _j_ --_j_. --:..-. -..I-...-- _ _j_ --1------ - -_,_ ---+--J__ , ___ J__ __ _j_ J___ ---+--+---I : ' -t : a--+--+--+--+--+---l-+-+--+---+-+-~--+--+---t-+-----J__--'-i --+ ----- ------t------J .... a---+---+-+-+--+--+---t--+-+--+---+-f-----+----+---+-+-+--+-... -I---- -+---1----1---+---f----1--+--+---.s~ ;----. T +---. - -I--j_ _ __,;_ __ _ --t-t--~+ - - -------. 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TRENC:J )-. -c-rt,==-f--~_=:._:t---~ __/ '-S/.££1/E: NO DIGGING FOR 1.0. or SLEEl-f SHALL PIPE TRENCH PARALLEL TO 8£ 2• (MIN.) LARGER FOOTING BELOW THIS UN£ THAN 0.0. or PIPE NOT[: MIER£ PIPES ARE MORE THEN 2'-0' BELOW BOTTOM or FOOT/NG. STFP FOOT/NG 00/tN PER TYPICAL FOOT/NG STFP DETAIL ----- DETAIL 'P' TYP. FOOTING AT PIPE OR CONDUIT NOT TO SCAl.£ ....;.. ··+----+---· -------,----- "AS-BUILT REVIEWED BY: <:7 ~· _I INIIPECTOR 1 -1-- j -I----- - - II ,, DATE :,,I,.., fa'\ DATE I. CONNECT 4• PERFORA TFD WALL DRAIN TO J' PJ,t' SO AT 71, 00 IE. CONNECT TO 6' NOS C.8. 70. 42 IE. SEE @ ON SHEET 9. 2. CONNECT 4 • PERFORA TFD WALL DRAIN TO ,-,l' PJ,t' SD AT 71. 00 IE. \ lN'::>TALL PE.OEll,TR11\N RA1LING PER 1/1-24 OR E0U1VALENT, SEE LAND~CAPE. PLANS FC R DETAIL:l., -:;:::: ~©_2_00_7_0_1D_a-<._y_C_o_n_s_ul_to_n_ts_c_, _l_nc_.~-----------~ ~ CITY OF CARLSBAD ~ l-----lf-----+------------------f------+---1----+----1 :::LRJ==2::::::'...::::=:::::.::EN::::G:::IN::::E::::E::::R::::IN::::G=D:::::E::::P::A=RT::::M::::E::NT==::::'...'.L_lLJ=:::::7:::::= CONNECT TO 6' NOS C.8. 70.47 IE. SEE '0) ON SHEET 9. 3. CONNECT 4• PERFORATFO WALL DRAIN TO,-,l' PJ,t' SD AT 71.60 IE. CONNECT TO 6' NOS C.8. 70.35 IE. SEE@ ON SHEET 9. 4. CONNECT 4• PERFORATED WALL DRAIN TO,-,l' PJ,t' SD AT 72.30 IE. CONNECT TO 6' NOS C.8. 70.35 1£ SEE@ ON Sl/£ET 9. 5. RETAIN/NC WALL TO HA 1£ STONE 1£N££R. S££ RETAIN/NC WALL PERMIT DRAl/fNGS 6. CONNECT 4• PERFORATFD WALL DRAIN TO,-,l' PJ,t' SO AT 58.05 IE. CONNECT TO 6' NOS C.8. 58.00 /£ SEE@ ON SHEET 7. 0 1sofESS10,1,.• ~ ,!$:<J-<:,\.\. A. /. 1f, ,/ DRAWN BY: T.B. , R.R. SCALE: ____ _ , .;:,( 0 ~ DESIGNED BY: N.f. DATL SEPT. 2006 ':? z PROJECT MGR.· M.N.C. JOB NO.: 01-1014 "' [Tl C O N S U ~NT S \;t NO. 70035 ~ * EXP. OB/JO/OS * ~)l c,v j\. _,,_~~ < OF CALI~",- 271 D Loker Av'enue West Civil Engineering ENGINEER OF WORK: Suite 1 00 Planning Carlsbad, California 92010 Processing JI/ :J; 760-931 -7700 Surveying , lj~ tl , ~.Q BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE Mell MONUMENT LOCATION: CENTFRLINE or El CAMINO REAL AT ENG/NEER's STAT/ON 454+92 PER R.S 1800-1 GHAOING Pl.ANS FOIi: Gl£N HIOCC AT ROBERTSON RANCH £AST Vlll.AGE SOP 06-04 RET. WALL PROFILES C.T. 02-16 APPROVED: DAVKl A. l,11LJS,c.WE~=---r, /~ P /7/.;, DEPUTY CITY ENGINEER PE 33081 EXP. 6/30/08 DATE RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY vfRT. ,fla 'CO. •If /4\ •"--"-\JILr DWN BY: PROJECT NO. DRAWING NO. ---------------------------------------------------F■a■x:•7■60■-■9■3■1-■8■6■8■0-,_ _____ ...,.Nl,ll;il~J;llll~• fJ1 DATE: 0/z../07 CONTROL DATA} DAT£ INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY:~g~.Sd'"-c-nn ru:: 0'" ,t,::0-6A RCE: -: ....... EL£V_A,;,;,T.IO;,;;N: ... ..;6,.'8.·4·79--DA.Tl/,~'l,I,-,.· ;;,N;.H,,;.'f).;OF;.1.92;;9 .... ___ .,_EN■G■IN.EE■R■O■F■W■O■R■• ... ________________ ... O;;,;T;,;,HE;;,R;.AP.;.;.P;;;RO;,;V;,;;Al;.i,...;C;,;,ll'r'...;AP,;,P;,;,ROV;,;;,;Al;..i~R-ViiiW~D.;;BYiii:iiii....JUL~~~;..-.;,.•v. •• _.v_,u __ ., __ ~.,._,..,_1 __ ~ G:\011D14\D114kg12,dwg Aug 01, 2007 11:02am Xrefs: 0114KG; 0114KPRO 101907 031709 ' '-'-'-' ' ' ' ' P,A, 13 ------ P,A, 12 PAR}( PARCEL 2 ADJ 01~13 -- P,,,-tL jA -j' Lor 4 ' ' ' ' ' l l l N 83'13'25' W 30.00' "' • .._ :,,. I ~ <'!; I "' 34' I I 34' I I JO' /8' 20' :>-FILE !VO, 2001~08850851~0 11-~-l--t.!£-t;; I I ~ I I I ::::! ~ I I I-,;;. I I ~ ' 249.44' NOTE 2 1 P,A, 18 Lor 5 -----~ Pl --,..,.,.=- N 8l:J9'o8' £ GLEN A VENUE THERMOPlASllC STOP BAR ANO 'STOP' PA vV.IENT LEGEND ---,,---Pf!i gf,TRANS STANDARD PlANS (A240) __ f-__ _ SIGNING AND STRIPING NOTES I. TH£ CONTRACTOR JS RESPONSIBLE FOR JNSTAlLA llON OF All SIGNING ANO STRIPING. 2 All SIGN/NC, STRIPING ANO PAvV.IENT I.IARKINGS Sf/All CONFOR/.1 TO TH£ CAUFORNIA J 4. 5. /.IANUAL ON UNIFOR/.1 TRAfflC CONTROL OH1CES (fHWA '.5 /.IUTCO 2003 REVISION /, AS AMENDED FOR US£ IN CAUFORN!A), TH£ CAL TRANS STANDARD SPEC/RCA llONS (2006 OR LA TEST i,ERSION THEREOF), TH£st PLANS ANO TH£ SPECIAL PROVISIONS. All SIGNING ANO STRIPING JS SUBJECT TO TH£ APPROVAL OF TH£ PUBLIC WORKS DIRECTOR OR HIS REPRESENTAllf,E, PRIOR TO INSTAllAllON. ANY DEV/A llON FRO/I THESE SIGNING ANO STRIPING PLANS SHALL 8£ APPRO'vEIJ BY THE ENGINEER OF WORK ANO PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANG£ IN TH£ REW. All STRIPING SHAil BE REFLECllVE PER CAL TRANS SPEC/RCA llONS. STRIPING SHALL 8£ REPAINTllJ rn,v lff'EKS AFTER JN!llAL PA!NllNG SIGNING SHAil US£ £NCAPSULA TED LENS REFlECllf,E SHEEllNG (HIGH INTENSITY OR EQIJAL} 6All SIGNAGE SHAil 8£ REFLECllVE PER CAL TRANS SPEC/RCA llONS ANO SHAil US£ ENCAPSULATED LENS RfflECllf,E SHEEllNG (HIGH INTENSITY OR £QIJAL} 7. PRIOR TO FINAL ACCEPTANCE OF STREET 1/IPROi,EMENTS, All STREET STRIPING ANO MARKINGS It/THIN A 500' P£Rl/1£TER OF TH£ CONSTRUCllON PROECT /till 8£ RESTORED TO A "UK£ NEW' CONO/llON, IN A MANNER MEEllNC ll/£ APPROVAL OF TH£ CITY INSPECTOR. SIGNING AND STRIPING NOTES 10. All PA f,E/IENT LECENOS SHAil BE TH£ LA TEST i,ERSION OF TH£ CAL TRANS STENCILS. 11. Ll/.1/T LINES ANO CROSSWALl(S SHALL BE FIELD LOCATED. CROSSWALl(S SHAil HAVE 10' JNS/0£ 0/!.IENSION UNLESS OTHERIHSE SPEC/RED. 12 All CROSSWALKS, UMIT LINES, STOP BARS, PAvV.IENT ARROWS ANO PAf,E/1£NT LEGENDS SHALL BE THERMOPLASllC UNLESS OTHERHfS£ SPECIFIED. 13 FIRE HYDRANT PA VEl.l£NT MARKERS SHALL CONFORM TO THE CAUFORNIA /IANUAL ON UN/FOR/I TRAFRC CONTR(X DEVICES {fHWA '.5 MUTCO 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) ANO SAN DIEGO REGIONAL STANDARD ORAl'JNC 11-19. 14. All MEO/AN NOSES ANO Fl.ARES SHALL 8£ PAINTED )f'lLOW. 15. All SIGNS SHAil 8£ STANDARD SIZE AS SHOUN IN TH£ CALIFORNIA MANUAL ON UNIFORM TRAmC CONTROi. DEVICES {FHWA '.5 MUTCO 2003 REVISION 1, AS AMENDED FOR US£ IN CAUFORN!A} UNLESS OTHERl'JS£ SPECIF/£0. 16. SIGN POSTS SHALL BE SQ/JAR£ PERFORATED STEEL llJBING It/TH BREAKAWAY BAS£ PER SAN DIEGO REGIONAL STANDARD ORAl'JNG 11-45. 11. IIIIEN A SIGN IS ATTACHED TO A PO/.£, IT SHAil 8£ MOUNTllJ USING A STANO.ARO CITY OF CARLSBAD MOUNT/NG BRACKET HfTH STRAPS. 5' MEANDER/NC S/0£WALI( ---..W:~_;!;.J'~~ -"r~ii~i~,~;;~§~i=:;;IN.;S:;;TAL;;-l-;-;_l~=-;R;::l_:;l~S;,TOP~SJ;,GN;;,&-;--__:_ _______ ,._ ______ l ______ j_j__ :fl= --2~ STRITTNAlltSI/J!IS PtH3.0JlS.O.OS-IT --------- 'PR/VA TE OR/i,EWA r' &-PUBUC 'GLEN A VENUE" 8. EXACT lOCAllON OF STRIPING ANO STOP Ll/1/T LINES SHALL 8£ APPR0-£0 BY TH£ PUBLIC WORKS DIRECTOR OR HIS R£PR£S£NTA llVE PRIOR TO INSTAlLA llON. 9. CONTRACTOR SHALL REMOVE All CONFLICllNG PAINTED LINES, MARKINGS ANO PAf,EMENT 1£GENDS BY GR/NO/NG. DEBRIS SHAil BE PROMPTl Y REMOVED BY THE CONTRACTOR. 18. EX/SllNG SIGNS RE/10',£/) BY THE CONTRACTOR SHALL BE D£lli,EREO BY TH£ CONTRACTOR TO TH£ CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE 19. All SIGNS SHOUN ON THESE PLANS SHALL 8£ NEW SIGNS PROV/OED ANO INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOUN AS EXISTING TO 8£ RELOCA TEO OR TO REMAIN. NOTE J BLOG. J II --.::::=::il--l--1.10NUMENT SIGN ---l~ SE£ LANDSCAPE PLANS E -----Pl "' ~ ~ ~ 4• 1111/TE PAINT (TrP.) FOR STANDARD STAil I "' er os~:15 Lor 2 P,A, 21 COURrYARD REC. (t AREA I I I I I II £NO IMPROvV.IENTS AT PROPERTY UN£ ~- INSTAil 34 ~ 2"x6" REOl+VOfJ H£40f/f'' -· ~;;;:;=:;~t;-;t_+-_-_~=:6E.=:-E~"E:"'::, -;,_ .':".$~:-~E~r~&:,:F"£_ _ :,-~ oe-,1: , ® FUTURE SUMMIT -1---l.>-~--f----- TRAIL COURT {PRIVATE) .di LEASING OFFICE H.C. SPACE ~ -SEE DETAIL ~ - '()' (TYP.) LEGEND: CONCRETE SWALE-C-/3MOO. SEE DETAIL 'C' ON SHT. J 1 1/2' PORnANO CD.IENT CONCRETE PAVEMENT/ 6' COMPACTED TO 95% PARKING AREAS (4' 1.1/N. AC/4' 1.1/N. Cl II BAS£ COI.IPACTEO TO 95:C)• TRAFFIC AISLES (4. 1.1/N. A. C./4' 1.1/N. Cl II BAS£ COI.IPACTllJ TO 95%)• DECORATIVE PAVEMENT-TO 8£ UTHOTEX "NEW BRICK-HERRING BON£ PATTERN' COLOR TO 8£ SELECTED AT TIM£ OF INSTALLATION. SEE LANDSCAPE PiANS FOR ADDITIONAL SPEC/RCAllONS. j All INTERIOR WALKWAYS' TO 8£ 4• THICK PORnANO CD.IENT CONCRETE ACCESSIBLE PATHWAY-SEE NOTE 2 •A, /iECOMJIENDllJ IN UP!J4TEO CEOTECHN/CAl EVAL/JAllON OF !HE ROBERTSON RANCH. £AST VILLA(]£ IXVElQPl,IENT. C4RLS84L/. SAN DIEGO COUNTY, CAUFQRNIA, P8(PARfQ BY GfQSOJLS. INC. DATEO 1-15-2001, TO BE l,U//REO BY R-114LUE TEST. NOTES: 1. S££ LANDSCAPE PLANS FOR SID£WALKS/HAROSCAP£ 2 DASHED UN£ /NO/CA TES 4' MIN. llf0£ ACCESSIBLE PA Tl/WAY FROM PUBLIC RIGHT-OF-WAY TO BUILDINGS ANO ONSITE FAC/LlllES. CONTRACTOR TO CONTROL GRADES &-IHD THS TO ENSURE CO/.IPl/ANCE llfTH ADA REQIJIREMENTS. 3. CURB SHALL HA VE THE WORDS "NO PARKING RR£ LAN£" PAINTllJ UPON THEIR HORIZONTAL ANO VERllCAl SURFACES AT INTERVALS OF NOT MORE THAN n+f'NTY-F/f,E FEET. LETTERS SHALL 8£ OF BLOCK STr/£, MINIMU/1 5• IN HEIGHT It/TH A STROKE OF NOT LESS THAN 3/4' ANO SHALL 8£ /Ill/TE ON A RED BACKGROUND. TH£ BACKGROUND SHALL EXTEND AT LEAST 6" BEYOND TH£ RRST ANO LAST LETTERS OF TH£ TEXT. SIDEWALK OR BU/LO/NG AT llJCK UNDER PARKING 20. {IF NECESSARY} MIER£ R4-1 SIGN ANO OMI-J 08.ECT MARKER ARE TO 8£ INSTALLED IN A 2-FOOT /HD£ MEO/AN NOS£, TH£ R4-1 SIGN SHAil 8£ 1a·x2-1· ANO TH£ 01.11-J OBJECT MARKER SHAil BE 12"x12' 7" NOTE: 1/2' RAO/US SIGN TO 8£ CENTERED AT TH£ INTERIOR ENO 1 RESERVED /Ill/ TE LETTERS OF PARKING SPACE -1---il P'°KING AREA OF SIGN TO B£ Ill\ <--+--BLUE BACKGROUND A MIN. OF 10 SQ IN. , ~ VAN ACCESSIBLE SIGN TO BE ADDEO IIIIERE REOUIREO so· 1.1/N. FOR FREE STANO/NG &-36" MIN. FOR WAil !IOUNTEO. TO TOP OF WALKING SURFACE I 3/4" x I J/4" SQ. GAL V. STl. TUB£ TO _ ___'t-_~~---+~~:.,__~~8£~P,:_'_"_'RJ!l£0 ANO PAINTED. {COLOR BY ARCH} .. ...... VAN ACCESSIBl£ I' .. · G.j, : I 12 DETAIL 'N'-ACCESSIBLE SIGN DETAIL NOTTT)SCAlE FOR RAMP GRADES ANO £LEVA llONS -SEE SHEETS 6-9 10 SO. IN. ACCESSIBILITY SIGN (TYP) S££ OETA, 'N' ABO!,£ I ~ ~ !,,--NOTE 2 NOTf J f-------+--------+--------Jf---------1 2· ' /<C'H-P.AINT SYMBOL ANO o· 10· 4-0· 20 80' SCALE: 1 • = 40' I I I NOT£!! ELECTRONIC DA TA FILES AR£ FOR REFERENCE ONLY ANO AR£ NOT TO 8£ USED FOR HORIZONTAL OR i,ERTICAL SURVEY CONTROL ()fESS/ " " t, "' ---z. C!> "' \i NO. 70035 ~ EXP. 09/30/08 * C/V\l if:-~ OF CAI..I~&' LANDSCAPE MAINTENANCE £AS£rT TO [H_E_flOA REC. -1~-WD! AS F. '200 t-9_ 74 4'l78 -------=--- ©2007 0'Day Consultants, Inc. 271 0 Loker Avenue West Suite 100 Carlsbad. California 92010 760-931-7700 Fa<e 760-931-8680 Civil Engineering Planning Processing Surveying , . Lor 3 DESIGNED BY: N.F. DATE: SEP!'. 2006 DRAWN BY: T.B. , R.R. SCALE: IS SHOWN PROJECT MGR.· 11.N.C. JOB NO.: 01-1014 ENGINEER OF WORK: a ,.J-A-1...J DATE: 0/t/d N RCE: 7003 BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERUN£ 14£'11 !IONUMEN T LOCATION: CENTERLINE OF El CAI.I/NO REAL AT ENGINEER'S STAT/ON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NQ COUNTY i,ERT. CONTROL OA TA) ELEVATION: 68. 419 DA llJ!I: N,f;O OF 1929 ..0.. 9· CURB 4. llf0£ Bl U£ STRIP£ /#-1££l STOP H-------1+--STRIPES tJ 36" QC. Jr---tt----TYP. PAVEMENT S)'l,l80L -SEE DETAIL 'p' AT RIGHT l l 9· I , t ;, MIN. tJ TYP. ACCESS/Bl£ PKG. STALL 8' 1.1/N. tJ VAN ACCESSIBLE PKG. STAil DETAIL 10 1-ACCESSIBLE PARKING STALL DETAIL NOT TO SCALE "' TYP _, .., I /'I cc_ BORDER /Ill/TE '-:,-..~:::i<-jlt-PAINT BACKGROUND BLUE NOTE: CENTER SY/.180/. IN EACH ACCESSIBLE STALL DETAIL 'p'-ACCESSIBLE SYMBOL NOTTOSCAlE "AS-BUILT tJ~ j/4-1,J P.E. 7M35 REVIEWED BY: ,, t/z~/b'i DATE ~ b• I • "' DATE 1----i---+------+---t----+--+---t u!] :======'-=========~=Z::: CITY OF CARLSBAD ENGINEERING DEPARTMENT 4 8 O'\ DATE DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G:\011014\0114kG13.dwg Aug 01, 2007 11:04am Xrefs: 01148S1R; 0114ksite; 0114kgrd; 0114tp-k; 0114kmap; 0114KG CHA/JIH9 Pl.ANS FOR: GI.EN RIDCC AT ROBERTSON RANCH EAST Viii.ACE SOP 06-fH PAYDENTS SECTKJNS, STHIPIHG I S/CNING c.r. 02-16 APPROVED: DAVID A DEPUTY CITY ENGINEER PE 33081 EXP. 6/30/08 DWN BY: -=-~- CH K D BY: @-.>S RVWD BY: II g_ PROJECT NO. SDP 06-04 DRAWING NO. 450-6A 101901 031709 PA, 14 LOT 4 ' ' ' ' ' ' ' ' ' ' ------------------I I PA, 12 PAR}( PARCEL 2 ADJ 01~13 FIL£ !VO, 2001~0885085 ' ' JO' I I I I I ' l l l I \ I I ' I . ' I I " . ' i-,,: . I ii r • ,\ 13 !: V, --z '-' ,.., \i NO. 70035 '.J * EXP. 09/30/08 * J"'?Jt CJVI\. ,j-~'t- Of' CALI~ PA, 18 LOT 5 . I ) . ' I ~ /I II 1 /I I\ ©2007 O'Doy Consultants, Inc. 2710 Loker Avenue West Suite 1 DO Carlsbad, California 92010 760-931-7700 Fox: 760-931-86B0 Civil Engineering Planning Processing Surveying i NAD83 N 2001089.828 E 6242050.007 . . . -. ' . II ··-,- I\ /i ' -. . R/1+' - -..--- - ' ' - ( /21 -u'it ,, ) ____ ~I/ - -// \ er os~25 LOT 2 P.JL 21 COURTYARD I I ' ' . . BENCHMARK: DESIGNED BY: N.f. DATE: SEPI'. 2006 DRAWN BY: T.B .• R.R. SCALE: ___ _ PROJECT MGR.· 11.N.C. JOB NO.: 01-1014 ENGINEER OF WORK: ,~GM<..( NICHOLE A. FINE DATE8/z./07 RCE: 70035 DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD Jl-10 STREET CENTERUNE Jilli MONU!.1£NT C£NTERUN£ OF £L CA!.IINO REAL AT ENGINEER'S STATION 454+92 PER R.S 1800-1 COUNTY BENCH LE'vf'LS (NQ COUNTY 'vf'RT. CONTROL DA TA) 68.479 DATUM: Ni,t;/J OF 1929 o· 10· 20 I' ;I ;I /' 40' 80' INSTALL.· 6" WHEEL STOP (TrP.). SEE OETA/l K BELOW. CURB UN£ 20' I 8.5' 8.5' MIN. I t:J ,,-COLUMNS AT , I TUCK UNOER d.-,/ PARK/NC (TYP.) _, i-r.o· DETAIL 'Q' WHEEL STOPS AT TUCK UNDER PARKING Fill HOLE W/ MORTAR lE'.£l W/ TOP OF 1',/-1££l STOP DETAIL 'R' CONCRETE WHEEL STOP NOT TO SCAl.£ NOTES: I. INSTALL 11?-/EEl STOP. SEE DETAIL '/}' &-'R' ABO'.£ 2. @IND/CA TES NU!.18£R OF PARK/NC SPACES. l PARK/NC PROffDED: CO'vf'RED HANDICAP PARKIN(;: 5 UNCO'vf'RED HANDICAP PARK/NC: 2 UNCO'vf'RED COMPACT PARK/NC: 6 COl/fRED STANDARD PARK/NC: 25 UNCO'vf'REO STANO.ARD PARK/NC: 102 PR/VA TE STREET PARK/NC: 2 TOTAL: 142 SCALE: 1 • = 40' C£NT£RLIN£ DATA l,,f.j(}, DELT&'_BEARING RADIUS LENGTH 1 N 08'20'52" W 132.97' 2 t:,. =3211'.29" 15.00' 42.27' 3 t:,. =317!':!6" 15.00' W.83' 4 N 09'26'55" W 187.13' ~ N 7776'11" £ 52.36' 6 N 81 '33"13" E 6110' BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS !/AP IS THE EASTERl YUN£ OF ROS 17111 !£ S0473':!2."W. THE ROTATION ANGLE TO TH£ CALIFORNIA COORDINATE SYSTEM (CCS 83) ZONE 6, IS EOUAL TO OOV6':!9~ "AS-BUILT " NOTE!! ELECTRONIC DA TA FILES AR£ FOR REFERENCE ONLY ANO AR£ NOT TO B£ USED FOR HORIZONTAL OR 'vf'R TICAL SUR 'vf'Y CONTROL EXP 9 /3c/ib PE 1()()35 REVIEWED BY: DATE l/10 /e°I DATE i-----t-----t-------------i~----t--i---r-~ 1 s/H4EET I CITY OF CARI.SB AD ENGINEERING DEPARTMENT ::=GIWJIN(J::::::::::::=::::'.-=PLA=NS~FO.==:'R:===c=Gi.EN==c=RIO<X===A~T====-==z::; DATE INJTIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G: \011014\0114KG14.dwg Aug 01, 2007 11: 17am Xrefs: 0114BS1R: 0114ksite; 0114kgrd: 0114tp-k: 0114kmap; 0114KG ROBERTSON RANCH EAST VILLAGE SOP 06-~ HORIZONTAL CONTHOl Pl.AN c.r. 02-16 APPROVED: DAVID A. DEPUTY CITY ENGINE OWN BY:~~- CHKD BY· flj;~ RVWD BY· ,JUL EXP. 6/30/08 PROJECT NO. DRAWING NO. SOP 06-04 450-6A 101907 031709 \ \ \__ P JI -/-Q _,,f"L JG ---- P.A, 12 PAR}( ' /I ' I' ! ' I I M I I I / I , ~-~-J __ J_ --- 1 ____________ J _____ _ I Ii 'Ii ~I BLOG. J I I k? V) --z '-" ,,, \it NO. 70035 ~ EXP. 09/30/08 * c,v,~ ~"' or CAI. i~C)~ I ' . /\ ----............ - ©2007 O'Day Consultants, Inc. 2710 Loker Avenue West Suite 100 Carlsbad, California 920~ 0 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Prncessing Surveying I STAB!UZEO CONSTRllCTION ENTRANCE C, 'W -- -., .;!_'I.} __ - LD1 3 DESIGNED BY: N.f. DRAWN BY: T.B. , R.R. PROJECT MGR.· M.N.C. ENGINEER OF WORK: NICH<l£ A. ANE ---- ---_6_2_ . - DATE: SEPT. 2006 SCALE: ,S SHOWN JOB NO.: 01-1014 DATE: t-/z./17 RCE: 700 -----r------ I I I I / / BENCHMARK: DESCRIPTION: STANDARO M-10 STREET CENTERLINE 11W. MONUMENT LOCATION: C£NTEI/L/N£ OF EL CAMINO R£AL AT ENGINEER'S STA l/ON 454+92 P£R R.S 1800-1 RECORD FROM: COUNTY BENCH LEvfl.S (NO. COUNTY !€RT. CONTROi. DA TA) ELEVATION: 68.479 OAT/JAi: NJ,W OF 1929 I' ;I '' '' --~~ LEGEND DESCRIPTION QUANTITY SYMBOL STABILIZED CONSTRUCTION ENTRANCE 1 EA. -SEE CASQA DWG. TC-I SILT FENCE { J fl f l -SEE CASQA DWG. SE-I UNLINED SWALE 820 L.F. GRAVEL BAGS 880 EA. cx:::,c-oc:,ocC>C> -SEE CASQA DWG. SE-6 SLOPE PLANTING / HYDROSEED EXISTING HYDROSEED• GRADING/DRAINAGE RIDGE GRAVEL BAG INLET PROTECTION -SEE CASQA DWG. SE-10 1350 S.F. 5 EA. l I 0 *EXIST/NC SILT FENCE ANO HYDROSEEO CONSTRUCTFO PER DIIG. .fJJ-6A. TO BE REPLACED IF DAMAGED. o' 10· 40' -----20 80' SCALE: 1" = 40' NOTE l! EIECTRONIC DA TA fl1£S ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR vE'Rl/CAL SURvE'Y CONTROL HAS-BUILT 1!~ 1.-IA\..J REVIEWED BY: e,,l IN ,, DATE ~ ''''•"I DATE f----+--+------------+----1-------+---l--~ I SH/E5ET f CITY OF CARIBBAD ENGINEERING DEPARTMENT ~=='-'=====:::::::::::::::::::::::::::::::::::==:::::::====:::=..:::s:::;;;z DAT£ INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cwt APPROVAL G: \011014\0114KG15.dwg Aug 01, 2007 11: 29om Xrefs: 0114BSTR; 0114ksite; 0114tp-k; 0114kmop; 0114KG; 0114-kgrd; 0114butl; 0114kutl; 01148GRD £ROS/ON CONTHOI. Pl.ANS FO/i: (Jl£N R/OCl AT ROBERTSON RANCH EAST VlllA6E SOP 06-0# C.T. 02-16 ., /;,J.,,. DEPUTY CITY ENGINEER PE 33081 EXP. 6/30/08 'DATE DWN BY:~~~ CHKO BY: (2.!,$'" RVWD BY: IL~ PROJECT NO. SOP 06-04 DRAWING NO. 450-6A 101907 0317 G9 STORM DRAIN DATA ::::ffil LENGTH SLOPE REMARKS I 180 00' S[F PROF//[ 78" HOPF NOTE CMP RIS[R MAY BF R[PlAC[D WIT/I HOP[ RISFR IF ACCEPTAB££ TO CITY INSPECTOR. NOTE!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ' 3 5 FL 1· +,u.,. ©2009 O'Doy Consultants, Inc. 2710 Loker Ave-n,e West Sui le 100 Co"isboc, California 92010 760 931 7700 ra:-:: 750 931 8680 CVI [ngineer' ,g P onn;ng Processing Survey',g DESIGNED BY: _ N.=.F~. _ DATE: SEPT. 2006 1" = 20' DRAWN BY: T.8. R.R. SCALE: ___ _ PROJECT MGR.-M.N.C, JOB ND.:__1)1-1014 ENGINEER OF WORK: NICHOLE A. FINE DATE t/i,,/01 RCE: 70035 p WT/?AI T() 'M RAJ. .. 'U ft" ,,, ' '" r ' •~ 71 I' WA Tl~R SERWCF J WI APPROX L OC-. --c-, ) Ci 'AO." 67.11 TP • LJ s HCi , ~· 6 41 F 60-59.9 ,v.... H - Ii Pl r;;D • I. J; r, ... .... ., 40-Vl'IO-6. FP. 1 13 4 H_ a 14 i ·- V -Irr C'IT / 1."/DP[SD '° ' ' • , I L_j__j_---ll---'----l-----l---+--+--+--+-- __ ,__ ' -+--+---r----t---+----t----t----i----,-- PROfilE -STORM DRAIN ~ 1 TO SUMMIT TRAIL COIJRT SCA££: HORZ I• = 40' VcRT. 1• = I' j --n----~)_____----== --= --,.r" BENCHMARK: DESCRIPTION: STANDARD M-10 STRFET CENTERLINE lffLL I.IONUI.IEN T LOCATION CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STATION 454+92 PFR R.S 1800-1 RECORD ,ROM: COUNTY BENCH Lt'lrLS (NO. COUNTY Vl:.RT. CONTROi. DATA) [L[VAJION 68A19 DATUM: NVGD OF 1929 I----+---- 1/27/09 NF /1\ AS-BUil TS, ADDED NEW SHEET :3 I(,, I I 7 DATE INIT AL [NGINEER OF WORi< ', REVISION DESCRIPTION I I I o' 10· 40· 20 SCALE: 1" = 40' 80' "AS-BUILT ti~ 1Mv EXP. 1 /~o/to REVIEWED BY: y_,....,:,..... J.., 2 !~ECTOR .. -"'2/t)/()_J_ DATF 3 holti"f DATE --+------,----,--1 I s1HsEET I Lc==11=·y==o=F=c=A=R==I.SB==AD::::'....:::l s=H,=ET=s I __ _ ENGINEFRING DEPARTMENT 17 DATE INlllAL OTHER APPROVAL OAT[ 11\JITIAL Cl IY APPROVAL Cl?AO/Nfi PLANS FOi?: GI.EN !?/DC£ AT ROBERTSON RANCH EAST Vilt.ACE SDP 06-01 PRECISE GHAOING PU.NS c.r. 02-16 APWC.::l,A~. P1lf" J,ef_t'Zffe_ ~ITY ENG NEER PE 33081 EXP. 6/30/0B DA E DWN BY: ~ CHKD BY:-. RVWD BY: J• PROJFCT NO SDP 06-04 DRAWING NO. 450-6A G:\011014\0114KG16.dwg Feb 11, 2009 8:58o'Tl , _ . . TP XrelS: □11413S"R 0114BUTL; 0114omap; 0114-ksite; 0114kgra; 01147UL; 01"4s1te; D11'1km □p; 0114m()fp, 0114\<.g; 0714kutl, 0114kpro, 0114K o· 5' ?.5 I I I I SCALE: 1" = 5' I j o' 10' 5 20' SCALE: 1• = 10' DETAIL 12.40 FS d I I _\~ I ,~ I \ 2% MAX ---,"'-..c_:::~-,-------- A CROSS LANO/NG ' \ -------__ _=,J__------&--~- 2% ,,,,- / V BLOG. 2 ! FF=l,.5 i ! PAO=lJ.8 l PCC WALKWAY BLOG LIN[ 2%MAX ACROSS LANDIN 5% 'i-------_,d ~ j - -- -...L.....,--- ~NOTf2 ~ 10·" y,? "'" ~ ..>.-...,. ..>,, •<J ,1,, -:,, '!"~ 7.21.% 6'~ ·_..:> ..;--~.t(j 6'~ -9 6'.,,_ ~ g,' -"}, " --,§ -----=--ni ~t fS "" r ,~() :_1 \ 11 &Z DETAIL 's' -RET. WALL NEAR £. SID£ OF BLOG 2 0.6% 2%MAX. ----'+--.::: ACROSS LANDING BLOG 2 I FF;;:J,.5 I PAO=lJ.8 I / 13,BO fS 14.48 FS 14.50 FS 2% --- SCALE· I' = 5' NOTE: I. 5£[ SH[[TS 9 AND 10 FOR STORM DRAIN DATA. 2. R[TAINING WALL /2, BY SEPARAT[ P[RMIT, SEE SH/TT 12 FOR PROFILE. INSTALL PED[STRIAN RAILING AT RET. WALL, PER M-24 OR [0/JIVALENT. SEE LANOSCAP[ PLANS FOR OfTAILS o' I I I 10' 5 14.50 TC 14.00 FS SCALE: 1" = 10' 1T1 ADA RAMP ON N. W. SID£ OF BLOG 2 SCALE· 1• = 10' 20· <] 4 /0' WARP tlJ GIJTTfR 13.44 Fl .72 FS 4 = ==4-- STORAGE / /0' WARP IJ CUTTfR 73.90 FS/lP = = ~ ()]!if ·- ~ !;! ! ~ r-------------51)--- "' " <>: 74. 18 FS 0 C.F -... 13.lfI / 8.0' RAMP 74.13 FS 14.45 FS 14.50 FS ! FF=l,.5 I PAO=lJ.8 I BLOG 2 DETAIL ADA RAMP ON N. £. SID£ OF BLOG 2 SCALE· I'= 10' NOTfS.· I. MAINTAIN 5% SLOP£ AT GUI/ER. 2. TIIANS/TION SLOP£ AT GUTTfR. NOTE!! £LECTRONIC DATA FILES AR[ FOR RfFfRfNCf ONLY AND AR[ NOT TO Bf USfD FOR HORIZONTAL OR VERTICAL S/JRVEY CONTROL ©2009 O'Day Consultants, Inc. 27" 0 Loker Aven.ie West Suite 1 DO Carlsbad, Cc··ror'lio 9207 0 76D-931 77D0 r-n: 760-931-86!:,0 c:vil [ngineering Plo'lning Process·ng Surveying DESIGNED BY: _N.F. _ DATE: SEPT. 2006 DRAWN BY: T.B. , R.R. SCALE: ___ _ PROJECT MGR.· M.N.C. JOB NO.: 01-1014 ENGINEER OF WORK: NICHOL£ RCE: 70035 BENCHMARK: DESCRIP ION: STANDARD M-/0 S!R[[T C£Nl[RL/Nf ~Ll MDNUMFNT LOCA-ION: CfNl[RL!Nf OF [l CAMINO RfAL AT [NG/Nf[R's STA T!ON 454+92 PfR R.S 1800-1 RECORD FROM: COUNTY BENCH l[VELS (NO. COUNTY VERT. CON TIIOL DA TA) ELEVATION: 68. 479 DATUM: NVCD OF 1929 O' 1/27/09 NF DA TE INI I IAL ENGINEER or WORK 10' 5 I I \ 20' \ \ \ \ - \ 4 < \ \ SCALE: 1 " = 1 O' DETAIL 'V' ~ ADA RAMP AT TRASH £NCLOSIJR£ SCALE· 1• = 10' NOT[S: I. INSTALL 8"x8"x8" HOP[ WY[ AND I~ 8"x4" HOP[ R[OUC[R. /[= 65.10 (B'J /[=65.27 (4") 2. INSTALL 6" ROUND C.8., NOS /201 W/ 6" ATRIUM GRAT[ TG= 69.20 /[=65.6 J. INSTALL 4 LF ~ 4" HOP[ 50 tlJ II% 4. INSTALL TRASH [NCLOSUR[ P[R CITY OF CARLSBAD STANDARD GS-15. FOR ll/£LLIS STRUCTIJR[ 01-['R TRASH [NCL OSUR[, 5£[ LANOSCAP[ PLANS FOR D£TA!lS. 9"x9" Slf[L COLUMN 4" RAOI/JS MOD. ROLL[D CURB S[[ D[TA/L BELOW 85" RAO/US VIN[ POCK[T 9• 4" RAO/US 1 \_ £DC£ OF TIJCK PARKING 2.5' SE[ NOT[ I DETAIL 'W'-VIN£ POCKET NOTfS: I. 2. o• MAXIMUM l[NGIH AT BUILDING 2 B[CAUSf OF PCC L/N[O CHANN[l 2. SE[ LANDSCAP[ PLANS FOR ADDITIONAL OfTAILS fOR VIN£ POCKET 4• g• 4" 7 VIN[ POCKET MOO. ROLLED CURB Sf[ D[TA/l AT RIGHT • SECTION A-A SCALE· 1"= /' I 4• 1-~ o.s· RADIUS I 1.5· RAOIIJS 1• RADIUS ' • . • 7.5• 6" ' . --.._ CONCR[Tf SHALL _j 8[ 520-c-2500 DETAIL -MOD. ROLLED CIJRB SCALE· 1"= 0.5' 5£[ SORSD G-4. TYPf B '. FOR ADDITIONAL DETAILS "AS-BUILT 11.«& & ::1-M J z/z3/a9 DAlE 3 / l'O /t:J°f_ DATE +-----1------'---" I /srJEET CITY OF CARLSBAD I s~lllS I ENG NllRING DEPAWMENT 17 ;::::::::::::::::::::..=========-==========="======1 GRADING PLANS FOR: GLEN RIOG£ AT --------- ROBERTSON RANCH EAST VILLAGE ! SOP 06-01 PRECISE GRADING PLANS C.T. 02-16 AP~~0Xv~1_,_7J:..o..,_~ .. ~,._· __ ~~ ~~/to • ~ITY ENGINEER PE 330B1 EXP. 6/30/08 DATF i AS-BUil TS. ADDED SHFfT 11 ~NP :Sllt=er /~ PROJECT NO. DRAWING NO. REVISION DESCRIPTION DArE 'NITIAL DATE INT AL OTHER APPROVAL CITY APPROVAL SDP 06-04 450-6A G:\011014\0114kg17.dwg Feb 11, 2009 B: JBam Xrefs: 0114ksi1e; C114kg•a; 0114tp-k; 0114kmc!); 0114kutl; 01"4KG