Loading...
HomeMy WebLinkAboutDWG 441-5A; PIP 04-05; VENTANA REAL LOT 3; 01-06"' ~ .----------------------------------------------------------------------------------------------------------,[ ClflADINQ NOTES (IN AOOITION TO THE REQtJIR9fENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL COOE.) 1. THIS PLAN SUPERSEDES ALL OTHER Pl.ANS PRflfOIJSL Y Af'PROl,fO BY THE CITY OF CARLSBAD REGARDING GRADING SHOIIN ON THIS SET OF PU.NS. 2. Aff'ROVAL OF THIS PLAN OOES NOT LESSEN OR WAIi£ ANY PORTION OF THE CARLSBAD 1,//JNICIPAL COOC, RESOLUTION OF CONOITIONAL APPROVAL, CITY STANDARDS OR OTHER A{)()/TIONAL OOCI.JMENTS USTW HEREON AS THEY MAY PERTAIN TO THIS PRO.CCT. THE: £NGINffR IN RESPONS/81.£ CHARGE SHAU REWSE THESE Pl.ANS #HEN NON-CONFORl,IANCE IS (JfSC01£Rm .l CITY #¥¥i'OVAL OF Pl.ANS DOES NOT tm.1£1£ THE 00£!.0PER OR ENGfNEtR-OF- WORK FROM RESPONS1IJIUTY FOR THE CORRECTION OF Em«RS ANO OMISSIONS (JfSCO>f:RED OUff/NC CONS11NJCTION. ALL Pt.AN RE'ASIONS SHAU 8£ PROMPT/. Y SIJBIIITTEO TO THE: CITY ENGINEER FOR APPROVAL. -I. A RIGHT-OF-WAY PtRltl/T FROM THE CITY ENGINEER llti.L BE REQIJIRE() FOR ANY WORK IN THE: PUBllC RIGHT OF WA r. PRIOR TO PERIIIT ISSUANCE, A CERTlFICATE OF INSURANCE 1,//JST BE Al.ED NAIi/NG THE CITY OF CARLSBAD AS AN AO(JfTIONAL INSIJR£D ON THE: PERIIITTEE'S POI.ICY IN THE MINll,f/JM AIIOIJNT OF /1,000,()(}(}.00 FOR EACH OCCURRENCE OF UAB/l/Tr. THE INS/JRANCE COMPANY ttRITING THE POI.ICY MUST HA 1£ A RA TING OF "A• ANO A SIZE CATEGORY Of GlASS VAS E:STABIJSHED BY ffirs" KEY RATING GIJIOE, 5. UNLESS D<EIIPTED BY SECTION J01.(b)5 OF THE UN/FOR/,/ BIJllOING COOC, R€TAINJNG WAUS OIJTSIOE OF PUBIJC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE 8UI/.J)/l(G {JfP.AR TMENT. 6. NO WORK SHALL 8£ COlllltNCEO /JNTll AU PEWITS HA 1£ BEEN OBTAINEO FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY tNQNEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO 8£ PERFOR/,/BJ UNTTL THE PROPERTY 01/NER's PtRMISSION HAS BEEN OBTAINED ANO A VAUO GRADING PERltllT HAS BEEN ISSUED. 8. NO RE'ASIONS Ml.1. BE MADE TO THESE PU.NS IWTHOOT THE ttR/TlEN APPROVAL OF THE CITY ENGINffR, NOTW IWTHIN THE R€'ASION BLOCK, ON THE APPROPRIA TE SHEET OF THE PLANS ANO THE Tl TU SHEET. 9. ORIGINAL ORA'MNGS SHAU BECOME THE PROPERTY OF THE CITY UPON BEJNG SIGNED BY THE CITY ENGINEER. 1a THE ORIGINAL ORAl#NG SHALL BE RE'ASEO TO REFlECT AS-BfJllT CONO/TIONS BY THE ENGINEER-OF-#fJRK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. Acr:BS FOR FIRE ANO OTHER EIIERGENCY ',£Hla£S SHALL BE MAINTAINED TO THE PRO.CCT SITE AT AU 1/lltS OUR/NG CONSTRUCTION. 12. II/HERE 1R€NCHES AR£ II/THIN CITY EASEIENTS. A SO/LS REPORT COMPRISED OF: (A) SIJMIIARY SHEET, (BJ LABORATORY IIO'il'c' SHEETS ANO (C) COMPACTION Cllli'l£.5; SHAl1. BE S/JBMltrto BY A PROITSSIONAL ENGINEER OF fHE STA TE OF CALIFORNIA. PRINCIPALL Y /JOING 8USINtSS IN THE Fl8.J} OF APPLl8} SOILS IECHAN/CS. THE SOILS REPORT I/IU 8£ SIJ8MIT7EO TO THE CITY ENG/NffRING INSPECTOR IWTHIN Tift? WORKING 0A )S OF THE COIIPI.ETION OF FlflO TESTS. 1.l A SOILS COMPACTION REPORT ANO COIIPUANCE VB?IFICA 1/0N REGARO/NG ADHERENCE TO RHXJIIMENOA TIONS (){)Tl.lNED IN THE SOILS REPORT IS REOIJIRW PRIOR TO THE ISSUANCE OF A 8UIWING PfRIIIT. All CONTROLLE1J GRADING SHALL 8£ DONE IJNOER THE 0/RECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY OCING BUSINESS IN THE Fl8.J} OF APPUEO SOILS MECHANICS. ALL ALL OR FUTURE FILL AR€AS SHALL 8£ CONS11NJCTED IN ACCORDANCE NTH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS ANO THE " EARTHWORK SPECIFICATIONS • A TTACHEO TO THE PREUIIINARY SOILS INl£STIGA 110N. DAILY F1El.O COMPACTION REP(RTS IWlL 8£ SUBIIITTEO TO THE PRO.ECT INSPECTOR. 14. A PRECQNSTRUCTION /lfUING SHAil R£ HE/ Q A T THE SITE PRl(Xf TO THE REQNNING Of Hf:WJc'. AND SHAii BF AT1FNQE1J BY All REPBtSENTATl',fS HESPQNSIBL£ [(R CONSTRIJC710N. INSPECTlON, SJ./P0?'A;,10N. TESTING ANO ALL OTHER ASPfCTS Of THE PK THF CONTRACTOR SHALL REQUEST A PRECONS11NJCT/ON llffTING Br CALLING THE INSPECTION UN£ AT (760} 4.J8-J891 AT LEAST FIi£ (5) WORKING OA >S PRIOR TO STARTING CONSTRIJCTl(X{. THE CONTRACTOR Ml.1. THEN BE CONTACTED BT THE PRO.ECT INSPECTOR ro COOROINA TE A OA TE ANO 1/IIE FOR THE PRECONSTRUCTION IEETING. Aff'f/01,fO ORA IIINGS MUST 8£ A VA/LABIE PRIOR TO SCHEDULING. THE GRADING PERltllT IWlL BE PRO'AIJEO BY THE PRO.ECT INSPECTOR AT THE MEETING. 15. All INSPECTION REQUESTS OTHER THAN [(R PRECONS11NJCTION ll£El7NC ltllL BE //ADE BY CAIi/Ht; THE FNG(Nff81Nt; 2' /fOIJR IH!r'ECM RffXIF'i[ I/NE AT ~,f.J(J J891. INSPECT/a( REQUESTS MUST R£ REW',£/J PRIOR ro 2:00 P,M. ON OA Y BEFORE THE INSPECTION IS N£f1J£D. INSPECTIONS /ltl1 BE MADE THE NEXT lltWf(' 0A Y UNLESS 'YOO REQtJEST OTHERIWSE. REQUESTS MAO£ AFTER 2: 00 P.M. llfLL BE SCHEOULED FOR Tift? F/Jll IKJRK 0A >S LA TER. 16. THE OWNER ANO/OR APPLICANT THROUGH THE Otl£LOPER ANO/OR CONTRACTOR SHALL OESIGN, CONS11NJCT ANO MAINTAIN All SAFETY Ot'ACES; INa.lJOING SHORING, ANO SHAU 8£ SOI.fly RESPONS/81.£ FOR CONFORIIING TO All LOCAL, STATE ANO FF:DO?AL SAFFTY ANO HEALTH STANDARDS. LAHS ANO REGIJLATIONS. 17. THE CONTRACTOR SHALL CONFOR/,/ TO LABOR COO€ SECTION 6105 BY SUBIIITTING A OETAIL Pt.AN TO THE CITY ENGINET:R ANO/OR CONCERNEO AGENCY SHOIIING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PRO'ASIONS TO BE MAOE OF 'IIKJRKER PROTECTION FROM THE HAZARD OF CA 'ANG GROUND OUR/NG THE EXCA VA TION OF SI/CH TRENCH OR TRf:NCHES OR 0/JRING THE PIPE INSTALLA TION THERON. THIS PLAN MUST 8£ PREPARED FOR All TRENCHES FIi£ FEET (5] OR Mr:Rt IN DEPTH ANO APPROVE:O BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCA VA 110N. If TH£ PLAN VARIES' [R(JI THE SHORJNt; SYSlfM STANDARDS ESTABLISHED BY THE CONS11NJCTION SA/TTY OROERS, TITLE 8 CAL1FORNIA ADMINISTRA 111£ CGR: THE PLAN SHALL 11£ PR£PAR£D BY A REQSTERED FNCJNffR Ar TH£ CONTRACTORS [}(ffNSE. A COPr OF THE QSHA D'CA VA TION PERMIT Ill/ST BE S/JBM/TTEO TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL 8£ PERFORUED /JNTll A VALID BLASTING PERIIIT HAS 8ffN OBTAINEO FROM THE CITY OF CARLSBAD. SIIBIIIT APPUCA TION FOR BLASTING PERl,f/T IIEU IN AO VANCE OF THE SCHEDUI.JNG OF BLASTING OPERATIONS. 19. IF ANY ARCHAEtl.OGICAL RESOURCES ARE 0/SCOVE:REO l'IITHIN ANY WORK AREA 0/JRING CONS11NJCTION, OPERA 1/0NS ltllL ll"ASf IMMEDIA TR r. ANO THE PERM!Tlff I/Ill NOTIFY THE CITY ENGINEER. OPERA TlONS IWlL NOT RESTART /JNTll THE PERl,f/Tlff HAS REC81,fO ttRIT7EN AUTHORITY FROM THE CITY £NGINff:R TO DO Sil 20. All OPERA TICl'IS CONOUCTEl) Cl'I THE SITE OR ADJACENT THERETO, INCLUOING WARMING UP, REPAIR, ARRIVAL, 0£PARTIJR£: OR OPERA T10N OF 11NJCKS, EARTHIIO'ANG EQIJAIENT, CONSTRUCT/Cl'I EQIJAIENT ANO ANY OTHER ASSOC/A TEl) GRADING EQIJIP/ENT SHALL 8£ 111,//lEO TO THE PER/00 BET'ttffN 7.· 00 A.II. ANO SUNSET EACH OA Y. MONDAY THRU FRIDAY ANO NO EARTHIIO'ANG OR GRADING OPERA TICl'IS SHALL BE CONDUCTED ON 'IIEEKENOS OR HO/.JOA t.S: (A LIST OF CITY HOI.IDA >SIS AVAILABLE AT THE £NGINEERfNG 0£PARTll£NT COUNfER.) 21. AU OFF SITE HAUi. RQUTfS SHAU BE SUBMITTED B't'. THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL 1IIO F/JlL 'MRKING 0A >S PRIOR TO BEGINNING OF ~ 22. II/PORT MA lERIAL SHAU BE OBTAINEO FROM, ANO WASTE MA lERIAL SHALL 8£ OEPOSITW AT, A SITE APPROl,fO BY THE CITY ENGINEER. TH£ CONTRACTOR SHAll IE RESPfW5Rf ECB ANr DEBRIS QR DAMA1i£ OCCl1RRINC Al,a(G THE HAUL ROUTES QR ADJACENT STRCCTS AS A ffESIJl. T OF THE GRAil/NG fPERA 110N. 2.l BRUSH SHALL BE REIIOl,f{} ONLY IWTHIN THE: AREA TO BE GRAOUJ. NO 7RffS ARE TO 8£ REIIO l,fO /JNLtSS SPECIFICAU Y NO TEO ON THE Pt.AN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESlll TING IN THE PONO/NG OF WA lER IS NOT PERIIITTED. AU EARTHEN SWALES AND 0/Tr:HES SHALL HA VE: A 11/N//IUII ONE PERCENT St.OPE. ONTRACTOR'S NOTE 25. THESE Pt.ANS AR€ Sl/9-ECT TO A SIGNBJ AND APPROl,fO SET OF EROSION CONTROi. PU.NS. EROSION CONTROi. SHAU 8£ AS SHOIIN ANO AS APPROl,fO BY THE CITY ENGINEER OR AS 0/RECTED BY THE PRO.ECT INSPECTOR. 26. ALL SLOPES SHALL Bl. TRIMIIEO TO A FINISH GRADE TO PROO/JC£ A /JNIFOR/,/ SURFACE ANO CROSS SECTION. THE SITE SHALL 8£ LEFT IN A NEAT ANO OROERL Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REIIOl,f{} ANO OISPOSED OF AT A SITE APPROl,fO OF BY THE CITY ENGINEEJ?. 27. ALL SLOPES SHALL 8£ IRRIGA TW, STABIIJZED, PlANlEO ANO/OR H'rVROSffOBJ NTHIN TEN (10) OA l'S OF THE T1l,f£ /I/HEN fAQL SLOPE IS BROUGHT ro GRAIK AS SHOIIN ON THE APPROl£0 GRADING Pt.ANS. 28. LANDSCAPING SHALL BE ACCOIIPUSHED ON ALL SLOPES AND PADS AS REQIJIR£I) BY THE CITY OF CARLSBAD LANOSCAPE MANUA/., THE LANDSCAPING Pt.ANS FOR THIS PRO.ECT, ORA I/ING NO. 441-51.. ANO/OR AS 0/RECTED BY THE CITY £NC/NEER OR PLANNING DIRECTOR. 29. THE OIINER/APPt.!CANT SHALL INSURE THAT AU CONTRACTORS SHALL COOROINA TE THE lfORK OF THESE GRAIJING Pt.ANS 111TH THAT SHOIIN Cl'( BOTH THE LANDSCAPE ANO IRRIGA 1/0N PU.NS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS lfORK IN ACCORDANCE IWTH THE LANDSCAPE MANUAL 1/IIE REQUIREIENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE IWTH A 1,ffN/1,//J/1 0-LOAD OF 1,.J50. FOR PR/VA TE STORM DRAIN PIP£S, UP TO 15" Plit' MAY BE U1/J.IZEO Pf?OWJE[) 0£:PTH IS LE:SS THAN 15 FEIT ANO BACKFILLED NTH .J/4" ROCK PER SORSO S-4 rrPE: •c• AND PIPE 11££TS ASTII STANDARD .fo.J4 FOR SOR .J5 SOI.JO WAU PIPE. .11. 'I/HERE AN EXIST/NG PIPE LINE IS TO BE ABANIJONE[) AS A RESIII. T OF THE GRADING OPERATION, IT SHALL 8£ RDIOl,fO IWTHIN T'f//CNTY FEET OF 8U/LOING OR STREET AR€AS ANO REPLACED IWTH PROPER/. Y CO/IPACTW SOILS. IN OTHER AREAS THE PIPE IWLL BE PLUGGED 111TH CONCRETE OR REIIOl,f{} AS APPROl,fO BY THE CITY ENGINEER. .12. THE CONTRACTOR SHAU VERIFY THE LOCA TICl'I OF ALL EXISTING FAC/IJTIES (A801£ GROIJNO ANO IJNOER GROIJNO) IWTHIN THE PRO.ECT SITE S/JfFlCIENTl. r AHEAD OF GRADING TO PERMIT THE Rt'ASION OF THE GRAIJING Pt.ANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS AR€ IN CONFUCT IWTH THE PROPOSED l+tWII': .J.J. THE CONTRACTOR SHALL NOTIFY Am-cTEO UTIUTY COMPANIES (Sff BELOW} AT LEAST 2 F/Jll WORl(ING OA >S PRIOR TO STARTING GRADING NEAR THEIR FAC/IJT!ES ANO SHALL COOROINA TE THE lfORK IWTH A COMPANY REPRESENTA 1/VE. /JNOERGROIJNO SER'ACE ALERT (800}422-41J.J SOGdl£ {760µ.JB-6200 S.8.C (16(}}489-.1#1 AOEI.PHIA CAB/.E'AS/ON (lti0}4J8-5241 CITY OF CARLSBAD{S'/'REE:TS .t STORM ORAIN) (760)4.J/1-2980 • CARLSBAD /IINICIPAL WATER (JfSTRICT (Sl'IR, WTR, .t REC/... WTR) '{760}4.18-2722 • SAN 0/EGIJITO WA lER OISTRICT ,~15.J-1145 'LEUCAO/A WASTEWAID? DISTRICT O 15.J-0155 • VALLECITOS WATER DISTRICT O 144-0460 • 0/.11/fNHAIN WA ID? DISTRICT (760)15.1-6466 • BUENA SAN/TA TION DISTRICT (160)565-5651 !'IS APPROPRIATE .14. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROl.lEO GRA~G-THE APPL/CANT HIRES A C/'AL ENGINEER, SOILS ENGINEER, ANO VR GEO/.OGIST TO GIi£ TECHNICAL AD'ACE, OBSERI£ ANO CONTROi. THE IKJRK IN PROGRESS /15.16.120A.8/ CARLSBAD MUNICIPAL COO€. 8. PRIOR ro ONAL APPROVAL Of A GRAJ)(NG PERMIT-THE FOI.LOl#NG REPORTS MUST 8£ SUBIIITTEO TO THE CITY ENG/NffR 'AA THE PRO.CCT INSPECTOR /15.16. 120A. 10/ CARLSBAD MUNICIPAL C(){}E: (I) FINAL REPORT BY SIJPER'ASING GRADING ENC/NEER STA TING ALL GRADING IS COIIPt.ElE. All EROS/Cl'I CONTROL, SLOPE PLANTING ANO /RR/GA 1/0N AR€ INSTALLED IN CONFOR/,/ANCE IWTH CITY COO£ ANO THE APPROl,fO PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING 0£:PARTIIENT). (2) AS-BfJll T GRADING Pt.AN. (.J) REPORT FROM THE SCILS ENGINEER, IIIH/CH INCI../JOES RECOMME:NOED SOIL BEAff/NC CAPACITIES. A STA TEll£NT AS TO THE EXPANSII£ QUAUTY OF THE SOil. ANO SUMMARIES OF FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLIJOE A STA TEIIENT 8 Y THE SOILS ENGINEER THAT THE GRAOING WAS DONE IN ACCORDANCE IWTH THE REQiJIR£l,IENTS ANO RECOMIIENOA TIONS OUTLINED IN THE PRB.IMINAR Y SOILS REPORT ANO ANY SI.IPPLEIIENTS THERETO. (-1) REPORT IWTH AS-BUil T GEOI.OGIC Pt.AN, IF REQIJIR£0 er THE arr. .JS. UNLESS A GRADING PERMIT FOR THIS PRO.CCT IS /SSUE1J IWTHIN ONE (I) lf'AR AFTER THE CITY ENGINffR's APPROVAL, THESE PU.NS MAY BE REQUIRED TrJ 8£ RESIJBMITTED FOR PlANCHECK. PI..ANCHECK FEES /ltl1 BE REQUIR£0 FOR ANY SI/CH RECHECK. .16. THE SOILS REPORT 1/TI.E1J UPDATE GEOTECHNICAL INVE:STTGATION CARLSBAD TRACT CT-00-20. CARI..SBAO, CAUFORN/A. PREPARED BY: ____ (iE()C()N~~=INCQRPOR.~~~~=TED~---OA TED: APRIL 22, 2004 All GRADING SHALL BE DONE IN A CCOROANCE 1111TH THE RECOMIIENOA TIONS SffCIFICA TIONS CONTAINED IN IJPOA TE GEO TECHNICAL INVE:STIGA 1/0N, CARLSBAD TRACT CT-00-20, CARLSBAD, CAUFORN/A REPORT OA TED APRIL 22, 20(H PREPARED BY GEOCON, INCORPORA TW. 1 F9& nesc.. I I iQN LOT .J OF CARLSBAD TRACT NO. 00-02 FOX-IIN.JER PROPERTY IN THE CITY OF CARLSBAD, CO/JNTY OF SAN MGO, STA TE OF CALIFORNIA. ACC<HHNG TO MAP TH£REOF NO. 1525.J, Flt.El) IN TIE OFFICE OF THE COUNTY RECORfKR OF SAN {NB;() CO/JNTY, JANUARY ,Ia 2006. SOLS ENONEER'S ...S IIL~ATE I, ROONEY 11/KESELL , A REGIS7ER£1) GEOTECHNICAL ENGINE£R OF THE STA TE OF CAIJFORNIA, PR/NC/PALLY DOING BIJS/NESS IN THE F1El.D OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THA T A SAIIPLING ANO ST/JOY OF THE SOIL CONO/TIONS PREVALENT IWTHIN THIS SITE WAS MA/JE Br 11£ OR IJNOER MY 0/RECTION, PER UPDATE GEOTECHNJCAL INl£STIGA TION, CARI..SBAO TRACT CT-00-20, CARI..SBAO, CALIFORNIA REP(RT OA TW APRIL 22, 20fH PREPARED BY GEOCON, INCORPORATED. TIIO COPIES OF THE SOILS REPORT COIIPllED FROM THIS ST/JOY, IWTH MY RECO/IIIENOA TIONS. HAS 8WI SUBMITTEO TO THE OFFTCE OF THE CITY £NGINE£R. S/GNE1J: ~"; 'fiiim C . l-7 QI • ,<, t ◄ ::( • R.G.£. NO.: GE 2.S33 DATE: UCENSE EXP/RA 1/0N OA TE: ENGINEER'S NOTE SPECIAL,NQTES TH£ FOl.1011/NG NOTES ARE PRO'AOEO TO CII£ OIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF lltl'if(. THE CITY ENGINffR'S SIGNA TUR£: ON THESE Pt.ANS OOCS NOT CONSTITUTE APfflOVAL OF ANY OF THESE NOTES. ANO THE: CITY l'llll NOT BE RESPONS/81.£ FOR lHEJR ENFORCEMENT. 1. NEITHER THE 01/NER NOR THE ENGINE£R OF lfORK IWU ENFORCE SAFETY IEASIJRES OR REGt/LATIONS. THE CONTRACTOR SHALL OESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY Ot'ACES, INct.UOING SHORING, ANO SHALL BE SOI.£/. Y RESPONS/81.£ FOR CONFORMING TO All LOCA/., STA TE ANO FEOERAL SAFETY ANO HEAL TH STANDARDS. LA HS ANO REG/JI.A 1/0NS. 2. LOCATION ANO tz.EVA TION OF IMPROVEMENTS TO BE MET BY WORK TO 8£ DONE SHALL BE CONF/RIIEI} BY Fl8.J} IIEASUREIIENTS PRIOR TO CONSTRUCTION OF NEW lltWI('. .l BEFORE EXCAVATING FOR THIS CONTRACT, VE:RIFY LOCATION OF IJNOERGROUNO UTlllTTES. THE EXJSTENCE AND LOCA 1/0N OF ANY UNOERGROUNO UTTLITY PIPES OR SlffUCTIJRES SHOIIN ON THESE PU.NS HAS BEEN OBTAINEO FROM A VAILABU' RECOROS ONL Y ANO MA Y NOT REFLECT All EXISTING UTll/TTES. LOCA 1/0NS OF ALL DUSTING UTIL/TTES SHALL 8£ CONFIRllilJ BY mo IIEASIIREMENTS Br CONTRACTOR PRIOR TO CONSTRUCTION OF fflill<'. 4. CONTRACTOR IS R€QUIRED TO TAKE PRECAUTIONARY IIEASIIRES TO PROTECT THE UTll/TY LINES SHOIIN HEREON ANO ANY OTHER EXIST/NG LINES NOT OF RECORD OR SHOIIN ON THESE Pt.ANS. 5. 'IIHtRF: TRENCHES AR€ AIJJACENT TO FUTURE 8UI/.J)/l(G SITES, SOILS REP(RTS SHALL BE SIJ8/IITTEO TO THE ENGINEER OF lfORK BY A (JIJALIFIU) SOILS ENGINEER I/Ii/CH CERTIFY' THAT TRENCH BACKF/ll WAS COMPACTED AS OIRECTED BY THE SOILS ENGINEER IN ACCORDANCE IWTH THE ON-SITE EARTHWORK SPECIF/CA TICl'IS. • AS omNEO IN ANO Ul,f/TED IN SECTION 61.15.5 OF THE BUSINESS ANO PROFESSIONAL CODE OF CALIFORNIA. 6. SAFETY FENCES SHAU BE PR0'Af)E1) BY THE CONTRACTOR 'I/HERE REQUIRE[) BY THE CITY ENGINEER. 7. OUR/NG ACTII£ CONS11NJCTION, AREAS SHALL 8£ WA lER£O TO REDUCE FUGITIVE: OUST. 8. CONTRACTOR TO AIJ.AJST AU PROPOSED ANO DUSTING FACILITIES TO GRADE. 9. CONTRACTOR TO RDI01£/R£PLACE/RELOCA TE AU EXISTING FACILITIES R€QIJIRED TO INSTALL PROPOSED IMPROVE:IIE.NTS. 1a CONTRACTOR TO REII01£,/REPI.ACE,MLOCA TE ANY LANOSCAPING/HAROSCAP/NG 'IIHICH CONFLICTS IN ANY WA Y 1111TH THE INSTALLATION OR PROPER FUNCTIONING OF THE PROPOSED /IIPROVE:11£.NTS. 11. ALL PROPOSED STORM DRAIN FACILITIES AM PR/VA TE UNLESS OTHER/115£ NOTED. 12. RUE:R TO ARCHITECiS Pt.AN FOR HAROSCAPE LA 'YOOT .t SPECIF/CATIONS. 1J. FOR lANOSCAPt ANO IRRIGATION /IIPROl£JIENTS SEE Pt.AN RLE NO. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE QUANTITIES SHOIIN HEREON ANO BALANCING THE EARTHIKJRK ONSITE. IF 0/SCREPANCIES ARISE, THE £NGfNEER OF WORK SHALL PRO'AIJE: AR€AS OF AD.AJSTll£NT TO THE CONTRACTOR. rtHERE TRENCHES ARE IWTHIN EASElrl£NTS. STREETS, OR 10' OF ANY ANY BU/LO/NG, SOILS REPORT SHALL 8£ SUBMITTEO TO THE ENGINEER OF WORK BY A QUALIFIEO SOILS ENGINtER rrHICH /NO/CA TES THAT THE TRENCH BACKF/1.1 WAS COMPACTED /JNOER THE OBSERVA 1/0N OF THE SOILS ENGINEER ANO IN ACCORDANCE 111TH THE EARTHIKJRK SPEC/FICA TIONS. 15. THE CONTRACTOR SHAU BE RESPONSIBLE TO INSURE THAT All SLOPES ARE BUILT IN ACCORDANCE IWTH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PU.NS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY IKJRK BY CALLING THE ENGINffR A T (858)695-.J.144. 16. THE CONTRACTOR SHALL /JNCOVE:R AU UTll/1/ES THAT MA 'f8E: JOINtO, CROSSED, OR PARALLfl TrJ VE:RIFY BOTH HORIZONTAL ANO VE:RTICAL UXA 1/Cl'IS PRIOR TO ANY CONSTRUCTION. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER's ATTfNTICl'I PRIOR TO CONSTRUCTION. OTHERIWSE THE CONTRACTOR ACCEPTS FULL RESPONSIB/l/TY FOR ANY ADDITIONAL CONSTRUCTICl'I OR RELOCATION COSTS. 17. THE CONTRACTOR SHALL BE RESPONS/81.£ FOR LOCATING, MAINTAINING, RELOCATING, ANO OR REMOVAL OF EXISTING UTTlJTTES. 18. THE CONTRACTOR SHALL REPLACE All IJESTRO'l'EO OR OAMAGEO SURFACE IIIPRO'.£MENT 111TH IIIPROvEMENT EQUAL OR SIJPERIOR. PAO.ECT LOCATION 2111 SALi( A l,fNUf' CARLSBAD, CA 92008 OWN:R/DEVELOPER .EFT BRUSSEAU RIO SAN 0/EGO PI.AZA H MASTER. UC 1525 FARADAY A ',£JIU£, SIi/TE 100 CARI..SBAD, CA 92008 (160) 601-4282 OWIER'S CERTFICATE ASSESSOR PARCEL NO_ 212-020-2J I (IIC) HEREBr CERTIFY THAT A REGIS7ER£1) SO/LS ENGINEER OR GEO/.OGIST HAS 8ffN OR I/IU BE RfTAINH) ro SIIPER'ASE 01/E:R-ALL GRADING AC TY ANO AO'ASc ON THE COMPACTION ANO STABILITY OF THIS SITE. 'DECLARATION OF FESPONEELE CHARQE" I HERfBY OECLAf/€ THAT I All THE ENGINEER OF lfORK FOR THIS PRO.CCI; THAT I HA IE' EXERCISED RESPONS/8LE CHARGE OVE:R THE lJESICN OF TH£ PRO.ECT AS DEFINED IN ScCTION 610.J OF THE 8USINtSS ANO PROFrSS/ONS CODE, ANO THAT THE OESIGN IS CONS/STANT IWTH CURRENT STANDARDS. I UNOERSTANO THAT THE CHECK OF PRO.CCT ORA IWNGS ANO SPECIF/CATIONS BY THE CITY OF CARLSBAD ODES NOT REl.1£1£ ME, AS ENGINEER OF i+tWfl': OF MY ' RESPONS/BIL/1/ES FOR PRO.CCT OESIGN. FIRM: PARTNERS Pt.ANNING ANO ENGINEERING AOORESS: 15!J.J8 BERNARDO CENID? OR. CITY, STA TE: ---'SA"""N--'OIEi~GC\~CA~=92=.c1ccc21'---- lElD'HONE: (858).176-.1#4 BY: (\h ...__J.J._J ~ ~J. KANN DATE: 'l-/9-0~ R. CE. NO.: 50940 R€GISTRA 1/0N EXP/RA TION DATE: 9-.J0-01 ~i~fESS IO.r~ PARTNERS Planning and Engineering .. t ~~\.· J. ~,.., ~ ~ ~ ~ 15938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 .., ~ --.. = = ~ No.50940 ~ °" ~ ~ Exp. 9--.30-07 ~ .,,.., r IV\ \,#,-1 "?r ~~ OF c,1_\\ CITY or VISTA ROAD PACIFIC OCEAN SICETN:>EX SHEET I SHEET 2 SHEET .J SHEET -I SHEET 5 SHEET 6 NOTE: VICINITY MAP I/OT TO SCALE . . . GRAIJfNG 1111.t SHEET .Sl7CPt.AN . 61/AIJING PLANS . HORIZONTAL CONTROi. Pt.AN . EROSION CONTROi. NOTES ,t IKTAH.S . EROSION CONTROi. Pt.AN NO EXIST/NC TRffS TO 8£ ROIOl£0 STORM DRAIN NOTES FOSSIi. Fil TCRS AT AU INI.ETS ANO BIO-MECHANICAL SWALLS SHALL BE Pl?O'AOEO fl1R RUN-OFF Fil TRA 1/(X{. BASIS OF EEAFINGS THE BASIS OF BEARINGS fl1R THIS MAP IS THE: CALIFORNIA CfXROINA TE SYSTEM OF 1!J8.J (CCW) Z(IE 6; 1!J!J1 . .J5 EPOCH, BASED LOCALLY ON PCll(lS 61 ANO 106 SHOtN ON RECa/0 OF SlmVE:I' NO. 11271 OF TIE CITY OF CARLSBAD Slmlf'r CONTROi. NETWrRK. lE. NrRTH 41"40'20.9 /EST. BENCH MARK OCSCR/PT/Cli: SET 2.5" 0/SK IN DRAINAGE BOX /NJ.ET LOCA 1/0N: NORTH 510£ OF PALIIER WAY, 100 FEET £:ASTER/. Y OF COi/GAR OR/VE: RfCCRDED: (PClflT 108, CITY OF CARLSBAD Sl/Rlf'Y CONTROi. NmfrJRK) ELEVA 1/0N: 246. 4.1 O,HUN: NGVD REFERENCE DRAWINGS Oltrl NOS. 418-6 90UF1CE OF TOPOORAPHY r TrFOGRAPHY Pl?O'AOEO BY PARTNERS Pt.ANNING .t E:NGINEIRING PER MASS GRADING Pt.ANS BY O'DA r ENaNEERING D/IC 418-6A PROECT NO. C T.00-20. TOPOGRAPHY C(MF(RIIS TO NATIONAL MAPPING AcctHi'ACY STANDARDS E:AN I nWORK OUANTTTES CUT (ro FNSH SIIRFACE}: Fill (ro fNSH Sl/RFACE}: IJM)[RWTS; IMPORT/EXPORT: 650 CY 6;450 CY 5.600 er 0 CY IMPORTANT NOTICE Section 4216 of the Government C d th t o· Alert ldent'fcat'on o e requires a a 19 I I I Number be issued before a "Permit to Excavate" will be valid. For your Dig Alert I.D. Number Call Underground Service Alert TOLL I I CL 1-800-422-4133 Two working days before you dig WORK TO BE DOPE THE GRADING WORK SHALL CONSIST OF THE CONS1RUCTION OF ALL CUTS AND Flt.LS, REMEDIAL GRAIJING, DRAINAGE FAC/111/tS, EROSION CONTROi. FACfl/1/ES, ANO PU.NT/NG OF PERMANENT LANOSCAPINC ANO PREPARA 710N OF AS-BUILT GRADING Pt.ANS, AS-BfJll T GEO/.OGIC MAPS ANO REP(RTS, ALL AS SHOWN OR REQUIRE[) ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CA 1/0NS. REQ/JIR£IIENTS, RESOLUTIONS ANO OROINANCES CITED ON THESE Pt.ANS. THE GRAIJING lltWf(' SHALL 8£ PERFORIIE1J IN ACCORDANCE IWTH THE FOLLOl#NG DOCUMENTS. CURRENT AT THE TIIIE OF CONS11NJCTION, AS DIRECTED BY THE: CITY ENGINEER. 1. CARLSBAD MIJNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS .l THIS SET OF Pt.ANS. -I. PLANNED INOUSTRIAL PERltllT OA TEO MAY 2, 2006 5. THE STANDARD SPECIF/CA 1/0NS FOR PU8IJC lfORKS CONS11NJCTION (G/lffN BOOK) 6. SOILS REPORT ANO RECO/IMENOA TIONS BY GEOCON, INC. OA TED APRIL 22, 2004 7. THE SAN 0/EGO R€GIONAL STANDARD DRAl'IINGS ANO AS MAY BE M(){}/F/El) Br THE CITY OF CARLSBAD STANOAROS. 8. CALIFORNIA COSTAL C0/111/SSION Ot'rf:LOP/ENT PERIIIT CON0/1/Cl'IS OA TED N/A 9. EN'ARONI/ENTAL APPROVAL OOCIJIIENTS OA TED N/A 1a STORM WATER POLLUTION PRti,ENTION PLAN {SIIPPP} PREPARED BY PAR7NERS Pl.ANNING .t £NGINEIRING 0A TED NOVEIHJER 24 2004 WD/0 NO. 9.J1C:5't.$J8t 11. STORM WATER MANAGEMENT PLAN (SIIIIIP) PREPARED BY PARTNERS PLANNING .t ENGINEERING OA TED .J.JL Y 26, 2006 12. THE CALIFORNIA STORM WATER QUAUTY ASSOCIATION (CAS(JIJA), CONS11NJCTION HANfJBOOK ANO CALTRANS CONSTRIJCTION SITE BEST UANAGEIIENT PRACTICE (BUP) MANUAL I EQEIID DESCRIPTION DWG.NO. SYMBOL PRO.ECT 80/JNOARY EXISTING SPOT ELEVA TICl'IS EXIST/NG CONTD/JR . EXISTING TREES . . EXISTING GAS MAIN EXISTING SANITARY S£ltfR • IIANHO/.E . EXISTING WA TER . EXISTING WA TER . EXIST/NG FIRE H'/1JRANT ASSEIIBI.. Y . EXIST/NG STORM DRAIN EXISTING STORM DRAIN S11NJCTIJR£: EXISTING STREET LIGHT . . EXISTING CURB .t GUTTER . CONTOUR .... OA YI.IGHT LIii/TS rrPE: ~-4' C.O. (PVT) T'tPE ~-8' C.O. (PVT) AREA DRAIN (PVT)/S.C-C..0_ .. T'tPE ~ ' CURB INLET T'tPE '8' CURB INLET 24" X 2-1" BROOl(S.BOX .. Ii• i 1'8" BRCO\<S, Bo)( 'F' CATCH BASIN. STORM DRAIN (12"HOPE) (PVT) STORM DRAIN (18"HOPE} (PVT) STORM DRAIN (2-1 "HOPE) (PVT) GRASS SWALE BRO'MJ/TCH BfJllOING FOOTPRINT FINISH R.OOR flEVA TION TUI' OF CIJR8 ELEVATION PA 1£/iENT flEVA TION. TUI' OF WAU flEVA 1/Cl'I R.Ortl.JNE ELEVATION. . . FINISHED GRAIK flEVA TION 6" CIJR8 .t G1JTTER (TIPE t] RIBBON GIJTTER . 6' CURB. PARKING STAUS R€TAINING WALL (BY SEPARATE PERtl!T} · · D-1, 0-9, 0-11 · 0-1, 0-9, 0-11 · 0-1, 0-11, 0-12 · · 0-1, 0-11, 0-12 · 0-1 0-60 · · -0-60 · 0-60 · G-2 OETAII.. SHT. 2 . fr •...•.•.....• ·······<J·· •• ----w WI' --..,··············W•-- ' "·~-"" """~'" '"'""'" .~ --111----+/1111- . -----@---- -----@---- .------- .------Or--- ----mi--- ------.------ -====== cc;, cc;, = cc;, = _j I, Fr-378.00 .174.00TC .174.0<P J74.00TW 374.00FL J74.0<l'G I I I I I NOTE 1. Acr:BS AISLES OES/GNED IWTH TRAFFIC INOEX OF 5.0 TO CITY STANDARDS. NOTE: (JIJANT/Tlf:S SHOIIN HEREON ARE ESTIIIA TES FOR PERIi/TT/NG PURPOSES ONLY ANO ARE NOT TO BE USED FOR FINAL CONTRACTOR PAY QIJANTITTES. PLANNING DEPARTMENT APPROVAL "AS BUil T" QTY. SEA OEA .J EA DEA 6EA 2EA l E'A .J EA t!ISLF 3'5,LF .195 LF 750 LF 400 LF 215 LF .J65 SF I I Ii&~ ~ i-//cP# DATI: 1-1 l'WIIIIG .I Cl■ RCE 5L EXP. ?-3o-tJ9 DATE 1-1 DATI: I I REVIEWED BY: ~m,I ~,'Z~/01.t lmllllllNIIDIY: n-t••DJ l~OR DATE I SH1EET I I SH~ETS I CITY OF CARLSBAD ENGINEERING DEPARlMENT GRADING lie EROSION CONTROL PLANS FOR: VENTANA FEAL LOT 3 TITLE SHEET Construction controctor ogress thot in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold City of Carlsbad harmless from any and all liability, real ar alleged, in connection with the performance af work on this project, excepting liability arising from the sole negligence of City of Carlsbad professional. UNAUTHORIZED CHANGES &: USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. CARLSBAD MUNICIPAL WATER DISTRICT APPR~';,uy,<AD C. HAMMANN crR.. {]y, .IJ.cL :lJoll e'JI' ~It 'W.1/o, DA 1 CITY ENGINEER PE 33069 EXPIRES 06/30 OB 1/lo/o~ f,~V... A~-'BUl\...1 OWN BY: PROJECT NO. DRAWING NO. CATE INITIAL CATE INITIAL DATE INITIAL •••• DATE CHKD BY: DAVID A. HAUSER REVISION DESCRIP110N RVWD BY: PIP 04-05 441-5A DEPUTY CITY ENGINEER R.C.E. 33081 EXP. 6-30-08 ENGINEER Of' WORK OTHER APPROVAL CITY APPROVAL N "' °' " :g I 00 I m 0 ~ .... " s. ~ a, ~ ' (J1 ]> ( ; I l r-s) en 0 ' I / I ' I Kl en ~-,_, I I I . I I I _____________ _) c::::!F='>----------------------.--~r--,---.1=:r-=il----~ GRASS-SWALE -- INDEX MAP ---<'·~--------"~"··· ·.: ··---~., ..,,,~ / J\Jl J\ p ..!-~ -1 Tf ~"' ~ p 1\Jl 'k -1 /} ~ ~" 'ff ' ,, GUT7£H R.OMJNE SECTION (Jf t2" METALLIC OR PJ.ASllC PIPE rop OF PAVEJ/£NT ,r , BACKFIil ro TOP OF t/8 BEND WTH 1• JIAX/M/JM ACGR£GA TE- 12• CAST U?ON GA TE CM' .. 12· THREADm UD 560-C-J250 CONCRET< ------pvc PIPE . ,,, . • ~ STD. f/B BEND n CLOSE END WITH 1J 5 _i 6" U Pllt: CAP OR PLUG 11 1 2" Fl.{)-(}A"'""'/ INSERT STANDARD W>E BRAN, TYPE B Qll< CAP (H-20 Traffic Roted) CATCH f1L 1EH BASKET fOSSIJ. RfJCK 1M FD. Tf/? 11[/)j/JM PO/JCH SIDE VIEW SCALE: NON£ ,W" X J" ~',111'0/? BOLT {.J PER S£C710N) STORM DRAIN CLEANOUT NO SCALE 6• ATRIUIJ GRATE NOS BO OR APPROV.--.... CQUIVAWIT NOTE.: USE Fl.AT BRASS GRATE FOR LA l\lll AAfAS & HARDSCAPE:. CONTRACTOR SiiALI. S!J8MJT FOR APPROVAL . f.0% M!OR TD INSTAl1A1/0N. - AD.AJST Ail 1Nl.£TS TO FINAL (;f{ADffi GRADtS. STANDARD PVC IMBRANCH INLET £LEVA tlON (FG) PER PLAN .0% 1--6" l)[AM. RlS£R PIPE ' FOSSIL FIL TEA FLO-<lARD. · pi,r; PIPE INl£RT £LEVA TION (IE} (S/Zf PER PLAN) ~P!AN . . AREA DRAIN DETAIL SUPPLEMENTAL INSERT CURB OPENING INLET QO ..... ,,..,.,,.'".! CRAPHICAL SCALE REQUIRED TREATMENT CONTROL BMP TABLE TYPE DETf:NTION AND SETTllNG FLOW THROUGH 5£P£RA TOR 1110 FIL Tl?A TION DESCRIPTION Ol\ll/ERSJIJP UAJNIDIANCE SHEET NO. IIAJNIDW/C[ AGREEMENT FREQUENCY Jl:-22 EXTf:NDEO PVT CC4lR ., AS NEEDED DETENllON BASIN Jl:-5O WATER PVT CC.ti? ·s PEI? QUALITY INLET IIANUFACTUllm Jl:-JO ~GETA1ED PVT CC&R ., AS NEEDED . 6WAL£ NOTES= ,. flo-GARrJ'" flL 1ER IJ(JOY !RAU BE l,/AN1/FAC11MD FRCN.I PETROl£IJ1,I RESJSrANr FIEJ[RG[_l,SS MUCH llffTS OR EXCEEDS PS 15-69. -. --~----. I. All 11£TAL COMPONENIS SHALL B£ STAINJ.£SS S1££L (TYP£ JOI). ·· . J. fiEUOVABLE FH..TER BASKET SHALL 8£ C()NSTTIIJCTED !RfJI f)//RABL[ POL'fPROPMNE JK)IDI IIONOF/1.AMENT GEOTEXTll.E. 4. Flo-GARO"' Rl TER BOO Y SHAil BE SECtJRm ro CA Tr:H BASIN WALL WTH EXPANSION -, N{CHOR 80/. IS AND WASHER {SEE DETAIi.) · .. ,--; · -· . . . · S flO-GARd'"INSERTS ARE AVMABLE IN 24" OR JI)" /.£NCTH SEC170NS AND MAY 8£ NOT to SCALE l:--J'-5-• --i --f.5'~-i /-5" 8AS£IIATfRIAL PER SOJLS REPORT + RIBBON Gu 11 EA DETAIL NQ~ PARTNERS Planning and Engineering 15938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 ·· INSTAllEO IN VARIOI/S CtJMBINA170NS {ENO TO END) TO RT IIOST CATCH BASIS lfDTHS. 6. f1L TER BASKET MAY 8£ RDIOV[J) THROIJCH CURB OP£NING FOi? £AS£ OF MAINTENANCE. 1. Flt. Tf/? MEO/UM SHA/1 8£ FOSSTI. ROCK , fN DISPOSABlE PO/JCHES, INSTAil@ ANO IIA/NTAINII} IN A!XXXrOANC£ l!lH IIANIJFAC71JRER R£COIJIJENI)A170NS. ScNCHMAAK {)£StR/PTIO/o/: Slt 25~ OISK IN ORAJNA(;t 80X INLET tfitATION: NORTH SitJ£ Of /'Ai.MER lii1Y. f{JtJ FEEi CASTEH/. Y OF CtJ/JGAR ORJV£ Rl(D{{)(t): {POINT 108, CITY OF CARLSBAD SIJRV£Y CONTROL NETWORK) El£VA 'TK1{; l-16. ~ DA TIJN: NC'JJ IIY REC/STRA T10N EXPIRES 9-JD-Dl "AS BUILT" ~);i,,,., 8_41-oB RCE==.~>c< EXP 9-3e>-o'z . DATE REVIEWED BY: ..::.::.:·:::::•-··-:·---.,._ -1 ? .r; 0 ~ 0 /} r• 0 -1 VENTANA AEAL LOT 3 DETAILS ~ ~ APPRO.YED: 5,?~RAD C. HAMMANN :TR. 1----.----¼--------------l---l---J---l---' DY· Q.._J :z.'-toln/01 t:;-,c;cT.c;ct-=cc;-t--:-....---,..-:-c.,,.-::-----------,-.!l---+-~1----J-----1 CITY ENGINEER PE 330§9 _EX_P~RE_,i 06 30 OB o:O.rr' l 10 08 K 4.A"'::.-IL"T 1----~~~=~=~~~B~ P« . -~-~----------· ---=·-,. ·~-=·· ~~==~~~==~=~==~~~~~~~~~~~~~~~~~ -: ·: .· . _,;,, li ~~~~ ....... -.----....____ -~---------------. J--!-1,D!::;At,;TE~-f.lN;.ITl,.;:Al.;,+~=-~::.!...---------..+-.,,.DA-TE-l-lN-I-TIAl.~I--DA_TE__j~IN-ITI_A_L_,1 OWN BY: ---PROJECT N0~-··-1 DRAWING NO. · ENCINEE.R Qlf WQRK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL RVWD BY: PIP 04-05 441-5A ' • n n I< N ~ w a ' w ' m , • ~ ~ 0 • ~ n --· 0 ~ w n ~ - • ,- iiiliiiiiiiili ___ --------•!!!!!!!!!!!!!!!!!!!!!!!!!!!!!llilll _______ !m:~l!!Se!!El!!;;5:EEJae,:::,QaEa:a;a=~=========acia=====:;.;a;::::c:;;...= .... --..... --..... -------------------------------------------------------------------------------------------llllll!!--'!!\I t:l ' .,; ----, .... ~ "'""';' .,,..,..,._, __ ,. __ ......... ~-· .,,,:------~----~---------E IE IN = 259.JO £OUT= 2~@.10 NOrt: FINGER /SJ.ANOS AR£ 6 FfET IN wom {)fAMOM) ISl.ANDS AR£ CIRCIJUSCRIB£0 ABOUT A I FOOT 0/AJIETER aRaE ' I I I -----------------. ---------~ R1PRA'f', lAFC,t:. <.oe.'o\..'E \.-e;S', Ul*S CRASS-SWALE BENCH MARK 169.(lf;f'() FF•269.50 PAD•268.75 I/IJB'21?0! 0 NO. , ., • 4 5 6 T 8 , to ,, •2 rJ 14 15 16 11 ,,, 19 ~• t 2.11•'sRoov.s Box "TG :211-~. IE=Z1D . .qo 'F' CA,<:H BA-s IN ~tJ. ... Z~S-IO ~l. s :Z.iL/, '2!5 IE .,,2.,70.00 PRIVATE STORM DRAIN DATA OEi. DI a7 BRG. RA/JI/JS IENC7H REMARKS N04'0700"W --8.15' PVT 24" HDPE NW"Jg'26"£ --24.07 PVT 24" /IDPE NB5'5J'oo"£ --49.68' PVT 18" HOPE Nl8¥2'JtJ"£ --Jl.52' PVT 18" HDPE N(J9 '3g'2fi"£ --0./6' PVT 24" HDPE NBI) '20'.J.f "YI --IJ4.94' PVT 18" /IDPE N'8¥2'24"E --25.91' PVT 18" HDPE N09"J9'26"£ --I 90.JO' PVT 24" HDPE N54¥1'R"£ --2J.51' PVT 18" HOPE N10'04'1J"E --116.#1 PVT z4-HDPE N-107727"£ --S0.67 PVT 18" HOPE N09"J9'26"£ -21.22' PVT 24" HOPE N21'J8'50"W -68.50' PVT 24" HOPE N18'54'10"E --24.2J' PVT 18" HDPE N81"J716"£ --$1.'li PVT 18" HDPE N62"J0'27"W --12.80' PVT 12• HOPE 11'09'22" 708.85' 1J8.02 PVT 12" HOPE N2/'J8'50"W --1111\.'10 PVT 12" HOPE N(J9 "J9 '26 "£ --21.10' PVT 12" HOPE . REQUIRED TREATMENT CONTROL BMP TABLt fJESCRIP710N QUAN71TY PROPOSED ~TA!Nll~ lfAi.L SECT/ONA-A GRAPHICAL SCALE £XIS T BROW DITCH IK/ ,1 :-,, OEIDl710N 1AND SITT/JNG I E'A. _ -· , ·· ,&;;;:.::i1tJ0ili1 FLOW THROUGH SEFA.RA roR 5 EA. 810 FIL TR.A 710N 150 LF !X1ST. C/JRB & CIJTTER fXIST. CURB &: cunm J SEcT!ON 13-B flO SCALE I I SECTlONC-C NO SCALE ANDREW J. K~ R.C.E. 50940 IIY REGJSlllA UDN EXPJRES 11-JO--Ql "AS BUil T" ~~ 8'-ll~B ~XP 9-5D-o9 DAlE RE\llEWED BY: 1~~07J--a" /211:/0"1( DATE fsHEETl CITY OF CARLSBAD l----4----l------~----------1-------1---t-----4---4 LLl ENGINEERING DEPARTMENT 1----ll----+---..;_-------------ll----+--1---+----I 1----l----1--------------'----<i----1----~--4----l GRADING PLANS FOR: VENTANA REAL LOT 3 GRJ.DING PLAN APPROVED CO~D C. HAMMANN R. #YI p. I-!& a-,.-,-,--~.,-,-+-....-,--,,,,.--,------------1---4---l----1----1 CITY ENGINEER PE .?l:5069 EXPIRES 06 /O o2> A-:11Z & 't,-~l.:l\ l. 1 OWN BY: "="'=--I PROJECT NO. DATE tN!TIAL DATE INlllAL DATE INITIAL CHKD BY I! L-r' ENGINEER or WORK REVISION DESCRIPTION OlliER APPROVAL. CITY APPROVAL RVV.0 BY; PIP 04-05 DRAWING NO 441-5A ,u ~ 0 '" N ii :g I ro ' m '" • ~ ,.; 0 CL ~ '3 00 :;i 'I ! ,/ / /,.,. ' ' ' ' / ,,../"' // / • ~- CRAPHICAL stAll LEGEND: f'HOPEHTY JJN£/ PRo.ECT IJOIJNl)AHY . . . . • • • • • • • • • • • • . • . • . • ------0 6" ()/RfJ • • . • • • • • • • • . • • • . • . • • • • • • . • • • • • • • • • • . @ 6" Ct/1/B I: GflT1ER . . • • • • • . • • • • • • • . • • • • • • • • . • • • • • • • • f>VM7. SECTION {UGHT): STAJ.J..S 11=4.5 (UIN 4• AC OIIER 5• CU<SS 2 AfJ). . ,·.:.: :-.:-:.:<-:-:,: ::.: :-:.::] © P"d/T. SECTION {H(AVY): AISLES Tl=iO (MIN 4• AC 01£R 6" CLASS 2 .A#J •.. ~ @ PAHK/NG STRIPEfilANl)ICAP . . -SEE IEAIL . .-11 ~ 11 @ PCC J' ti!Jf RIBBON QJTTER. . • . • • • • • • • • • • • • . • • • • • • • • . ,.La::-:::::::::'::' 4• DBI. IH/TE r'-2' APART PER Sl)RS/J G-2 (rtP) I/AND/CAP S"NBOI. PER SlJHSI) 11-29 f"DBl ,mr 1'-2' APART PER SlJRS/J G-2 ll====l===(TYP) B~ SLOPE ,,. WH!1E (TYP) • MAX. St.OPE NOT TfJ CXCEETJ 2X IN ANY PARK/NG SPACE STRIPING ,vit:RkJR P~rJG LOT NTS L ---~- ANDREW J. K~0940 · 2-19'--ot; OA"/f IIY H£GJS1RA TION £J/PIHES 9-.ID-Dl "AS BUil T" d,,~£~ K-//-08 RCE 5lLEXP. 'l-$o -&'9 DATE RE\!IEWED BY: <2 -u• j INSPECTOR elz.~lo'f! DATE. . fSHrnl CITY OF CARLSBAD 1-----'lf-----+r------------------it----+--t-----+----t L.±_J ENGINEERING CEPAR™ENT 1----1------'~----------------+---+-----'~--l----1 I SH~ETS i 1------le---+-------------------lf---l---f----t---l HORIZONTAL CONTROL PLAN FOR: VENTANA ReAL LOT 3 HORIZONTAL CONTROL SHEET APPRO~D <;ONR.Y) C. HAMMANN .., ,.._ . ✓ B "f • lt:.~ ~..I-, . lot 17/e, CITY ENGINEER PE :53069 EXPIRES 06/:50/0B dAif 1/lo/O'i, 1-\.,l<, J'I\ 0'5,-"l!:,\l\L, DATE INITIAL ENGINEER Cf" WORK REVISION DESCRIPTION DATE INl11Al DATE INlllAL OTHER APPROVAL CITY APPROVAL OWN BY: --~, PROJECT NO. DRAWING NO. ~~ ~~; B,So-< PIP 04-05 441-SA " ~ ------------------------------------------------------------------------,. s EROSION CONTROL NOTE$ 1. IN CASE' EJIERGENCY llDl'l':' IS R£QlJIRED,CONTACT .EFF BRUSSEAU {PHCWE NUMBER} 1760/ 607-4M2 2. EOIJIPl,f£NT AND IKJRKERS FOR EJERG£NCY llDl'l':' SHAil BE MADE A VAILABIE AT ALL T11,1£S DURfNC THE RAINY SE'ASON. All NECESSARY /IA TERIALS SHAil BE STOCKP/l£0 ON SITE AT CONl£Nl£NT LOCAllONS TO FACILITATE RAPID CONSTRIJCllON OF 7Bfl'ORARY DE'tfe£S l#l£N RAIN IS IININENT. J. OE',fC£S SHOIN ON PLANS SHAil NOT BE IIOW OR /rlOOIRED ltlTHO/JT THE APPROVAL OF TH£ E:NG/NEfR/NG INSPECTOR. -I-. THE CONTRACTOR SHAI..L RE:STORE All EROSION CONTROi. 0£',fC£S TO 'MJRKING OROffl TO THE SA llSFACllON OF THE CITY E:NG/NffR AFTER EACH RUN-OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL AODlllONAL EROSION CONTROi. IIEASVRES AS /IA Y BE R£QMRW BY THE CITY £NC/NEER l)(J£ TO UNCOMPlETEO GRADING OPERA llONS OR ~ C/RCUIISTANCES lllHICH /IA Y ARISE. 6. TH£ CONTRACTOR SHAil IE RtSPONS/Bl£ AND SHALL TAKE NECESSARY PRECAUTIONS TO PRE'.OIT PIJBL/C TRESPASS ONTO ARE'AS IIIHERE IIIPOIJNOED WATERS CR£A TE A HAZAROO/JS CONO/llON. 7. All EROSION CONTROi.. IIEASVRES PRO'AOED PER THE APPROW GRAOING PI..AN SHAil IE INCORPORA TEO HcREON. 8. GRADED AREAS AROUND THE PRO.ECT PERIIIETER 1,/1/ST DRAIN AWA Y FRO/I THE FACE OF SLOPE AT THE CONa.US/ON OF EACH 'IIKRKING DAY. 9. ALL RDIOVABlE PROTECllVE OE',1CE:S SHOIN SHALL IE IN PLACE AT THE ENO OF EACH #lJRKINC DAY l#l£N TH£ RVE (5) DAY RAIN PROBABIIJTY FORECAST EXCEEDS FORTY PERCENT (f()X). SILT AND OTHER OEBRIS SHAil BE RDIOW AFTER EACH RAINFALL. 10. ALL GRA l£L BAGS SHAil BE BURLAP T'rP£ 'MTH J/-1-INCH IIINIWII AGGREGRA TE. 11. SHOIJLO GER/tllNA TION OF H'YDROSEEOED SLOPES FAIL TO PR0',10E EffECllVE COl.f7i'AGl' OF GRADED SLOPES (90:r COl.f7i'AGE} PRIOR TO NOl/£lr/8£R 15, THE SLOPtS SHALL BE STABIUZF1J BY PUNCH STRAW INSTALi.ED IN ACCORDANCE ltlTH SE'CTION JS.02J OF THE EROSION AND SEO/M£NT CONTROL HANDBOOK OF THE DEPARTIIENT OF CONSERVA llON, STA TE OF CAUFORNJA. TEMPORARY EROSION CONTROL PLANTING AND RRIGATION ALL PERIIAN£NT AND TDIPORARY EROSION CONTROi. PLANTING AND IRRIGA llON SHALL BE INSTALLED ANO MAINTAINED AS R£QlJIRED IN SE'CllON 212 OF THE STANDARD SPECIF/CA llONS ANO THE FOI.LO/lilNG: A. H'l'OROSEEOING SHALL BE APPl.1£0 TO: 1. All SIJJPtS THAT ARt GRADED 6: 1 (HORIZONTAL TO lof7i'llCAL) ON STEEPER l#l£N THEY ARt: a. THREE FEET OR IIORE IN HEIGHT ANO ADJACENT TO A PU8/.JC WALL OR STREET. b. All SLOPES -I-FEET OR MORE IN HEIGHT. 2. ARtAS GRADEO FLATTER THAN 6: 1 l#l£N ANY OF TH£ FOi.LOWiNG CONOITIONS EXIST.· a. NOT SCH£OIJl£l) FOR /IIPROVEl,/£N15{CONSTRIJCTION ON GENERAL LANOSCAP/NC) IIITHIN 60 OA IS OF ROUGH GRAIJING. b. /0£NTF1£1) BY THE PARKS ANO R£CR£A llON 0/RECTOR AS HIGHl Y ',fSIBI.£ TO THE PUBlJC. c. HA VE ANY SPECIAL CONOITION IOENTIRED BY THE CITY ENGINEER THA T WARRANTS IIIIIElJIA TE TREA TIIENT. B. H'rDROS£EOE[) AREAS SHALL BE /RR/GA TEO IN ACCORDANCE WITH TH£ FOi.LOWiNG CN/TERJA: 1. All SLOPES THA T AR£ GRADED 6: 1 OR Slt.El't.1? ANO THA T ARE: a. THREE TO £/GHT FFET IN HEIGHT SHAil BE /RR/GA TEO BY HANO WATERING FRO/I Ql)ICI( COIJPLERS/HOSE BIBS OR A CON'elllONAL SY.S'TE/1 OF LOW PRECIPfTA TION SPRINKLER HEADS PRO',f{)fl(G 100:r COl.f7i'AG£. b. GRtATER THAN 8 fT£T IN HEIGHT SHALL BE WAit.7<(1) BY A CON'.OITION- AL SY.S'Tal OF LOW PRECIPITA llON SPRINKLER HEADS PROWJ/NG 100:r COl.f7i'AG£. 2. AREAS SLOPtD LESS THAN 6: 1 SHALL BE /RR/GA TEO AS APPROW BY THE CITY ENGIN££R, PRfOR TO H'rfJROSEEDING. THE 0£1,£1..0PER SHAil SlJBMIT A PROPOS£O SCHEIIE ro PROWJE /RR/GA TION TO THE CITY £:NG/NEER. THE PROPOSAL SHAil BE SPEC/RC RE'GAROING THE NWB£RS. T'rP£S ANO COSTS OF THE ELEIIENTS OF THE PROPOSED SY.S'Tal . .1 /RR/GA llON SHALL ltlAINTAIN THE ltlaSTIJR£ L£1£L OF THE SGlt'. A T THE OPTlllUII L£1£L FOR THE GROWTH OF THE H'rTJROS£E1J£0 GROWTH. C. H'l'OROSEEDING 11/X SHALL CONSIST OF ALL OF THE FOI.LO/lilNG: 1. S£E!) ltlfX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROS£ a.olof7i' b. 20 lbs. PER A CR£ OF ZORRO FESCtJE c. J lbs. PtR ACRE OF E SCHOOi. CIA CALIFORNICA d. -I-lbs. PER ACR£ OF ACHILI..EA ltllllEFOL/A t1. J lbs. PER ACRE OF AL YSSUltl (CARPET OF SNOW} f. 1/2 lb. PER ACRE OF 0/MORPHCY.ECA g. ITEMS c,d,tl, AND 'OF THIS SIJBSECTION It/A y BE Oltl/TTEO ON LOCA llONS WHERE THE AREA BEING H'IDHOS£EDEJ) IS NOT 'ASIB/..£ FROM £/THER A PUBUC STRrrT OR RE'SIOENTIAL STRUCTURE'S. h. /Tai a OF THIS SIJBSE'CllON It/UST BE INOCU/.A TEO ltlTH A NITROGEN RX/NG BACTERIA ANO APPL/£D ORY £/THER BY OR/I.LING OR BROADCASTING BEFORE H'IDROSE'EOING. i. All SEED It/A TERIALS SHAil BE TRANSPORTED TO THE J08S/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOO{} AND AGRJCIJI.TUR£ CERTIRCAllON TAG ATTACHED m OR PRINTED ON SAID CONTAINERS. j NON-PHYTO--TDXIC YETT/NG AGENTS It/A Y BE A[){)£[) TO TH£ HYfJROS£E!) SI..URR Y AT THE O/SCR£llON OF THE CONTRACTOR. 2. T'rP£ 1 1,/1/LCH APPLIED A T THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. T'tP€ 6 1,/1/LCH (STRAW} /IA Y BE SUBSTITUTED, All OR PART. FOR H'IDRAULICAll Y APPLIED FlBER It/A TERIAL. l#l£N STRAW IS USED IT 1,/1/ST BE ANCHORED TO THE SLOPE BY 1,1£CHANICALL Y PUNCHING NO LESS THAN 50:r OF TH£ STRAW INTO TH£ SOIL. .1 FERTII.IZER CONSISTING OF AIIMONIIJ!tl PHOSPHATE SULFA TE, 16-20-0. ltlTH 15:r SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D. AR£AS ro BE HYOROSEEDE{) SHALL BE PREPARED PRIOR ro H'IDROSEElJING BY: I. RO/JGHENING THE SURFACE ro BE PLANTED BY ANY OR A COIIB1NA TION OF: a. TRAa<: WALKING SI..Ol'ES STEEPER THAN 6: 1 b. HARROltlNG AREAS 6: I OR flA TTER THAT AR£ SIJFFIC/ENTL Y FR/ABI.E. c. RIPPING AREAS THAT 'MU NOT BREAK UP USING ITEMS a OR b ABO!£. 2. CONDITION/NG THE SO/LS SO THAT IT IS SJJ/TABl.£ FOR PLANTING BY: a. AD.A/STING THE SURFACE SOil ltlOISTIJR£ TO PR0',10E A DA/IP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOil AMENIJIIENTS, PH AMSTME:NT, LEACHING OR COVERING SALINE SOILS TO PRO'AOED ',fABl.£ CONOITIONS FON GROWTH. E. H'YDROS£BJEO ARE'AS SHALL BE IIAINTAINED TO PR0',10E A ',fGORO/JS GROWTH UNTIL THE PRO.ECT IS PER!tlANENTL Y LANDSCAPED OR, FOR AREAS IIIHERE H'IDROS££lJING IS THE PERilANENT LANDSCAPING. UNTTI.. THE PRO.ECT IS COMPI..ETEIJ AND All BONOS Rfl.EASED. PARTNERS Planning and Engineering 15938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 9: -tt'/--o r,,. DAIE MY REG/SfflATION EXPIRES 9-J0-07 &,C.~ ~~ oooccc-P-;, J BAGS HIGH 2 BAGS HIGH ti LOW POINT TYPICAL INLET DETAIL GRAYELBAG DETALS NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE SEE STD DETAIL TC-1 PER SWPPP REPORT li'/W H/W GRA VEL/8RAVEL BAOOINQ ON & I FEE t'S NOTF: CATCH BASINS. OESILTING BASINS. SAND BAGS; CH£Q( OA!tlS ANO STORM DRAIN S'YSTalS SHALL BE INSTALLED TO THE SA llSFACTION OF THE CITY ENGINEER. THESE FACli./11£S SHALL BE CLEANED ON A RtGULAR BASIS. KEPT FR££ OF SOfL AcctJ!tl/JLA TlON. C~ FIRST ROW OF GRAl£LBAGS HALF OEPTH ~OPENING AT INLET -IIETAL SHAKER PLA TES 'MU BE R£QlJfREl} A T ALL LOCA TIONS UNLESS SPEC/RCALL Y WAIW BY THE ENGINEERING INSPECTOR ()IJf TD SITE CONSTRAINTS. ~ FIRST HOW OF Qi'A 1£LBAGS HALF DEPTH BAG EMBEDDING DETAIL -THE ROCK SIZE SHALL BE 2• ltlfN(JS -A FENCE, BARR/CAO£ OR OTHER QEVICE APPROW BY THE ENGIN£ERING INSPECTOR SHALL BE USED TO RESTRICT CONSTRUCTION TRAFRC TO THE CONSTRUCTION ENTRANCE EXISTING CRO/JN(} l_ JO' 11/N. 12• Ml PROFILE 2· CRIJSHE[) ROCK i f!J.Ni STEEL SHAKER PLA TES,/RUJIBlE RACKS 20' /JIN. RAO/US PUBLIC R-0-W RLTER FABRIC PUBUC R-0-W :J'!iff:~~f:s!#u'f,,5rJ:1'ikTRANCE / PROVIDE APPROPR/A TE TRANSi l/ON BETIIHN STABILIZEO CONSTRUCllON ENTRANCE AND P/JBl/C RIGHT-OF-WAY 1. SE'T POSTS ANO EXCA VA TE A -I-BY 4 IN (10 BY 10 CII} TRENCH UPSLOPE FRO/I AND ALONG THE LINE OF POSTS. ----------~ 1/ _.,..,... ---/ 2. STAPLE WIRE FENCING TO THE POSTS. ~~ ---~-~~ J. ATTACH THE RLTER FABRIC TO TH£ WIRE FENCE AND EXTEND IT INTO THE TliENCH. -I-IN (10 Cltl) -1-. BAa<:FTLL AND COMPACT TH£ EXCA VA/t.ZI SOil. STARN !ZED ENTRANCE NOT 10 SCALE PER CAUFORN/A STORIIWATER 811P DWG. TC-I 1/10/q.l Pu¥. 4. Ac:.--i>. \)" :T DAlE INITlAL ENGINEER OF 'M'.lRK REVISION DESCRIPTION SILT FENCE NOTES: SILT FENCE PREFABRICA Tm SIL TFENCE MA YB£ USED IN LIEl1 OF IN PLACE CONSTRUCTION. 1. POSTS FOR SILT FENCES SHALL 8£ £/THER -1--/NQI-OIMETfR IIIXl} (ll EOUVAIENT ltlTH A JIMilllll l.ENCTH IT 5 FEIT. POSTS SHALL 8£ SPA{E) A ltlAXIIIIJII OF 10 fffT APART AMJ ORftfN SECURE1. Y INTrJ TH£ CROIJNO {ltllNIMUltl OF 12 INCHES) 2• OIA. IIIXl} '11 £QtJIVAIENT It/A Y 8£ USED PRO',f{)ff) POST SPACING OfES NOT Dlnal""'trn1J 4'. 2. A TRENCH SHAU 8£ EXCA VA TD) APPROXIIIA TUY 4 fNafES Ila ANO 4 INCH£S OffP Ai.rMC TH£ UN€ IT POSTS .1 THE Fil TfR FABRIC SHAU BE STAPI.EO a? 1#/i'fO TO THE POST, ANO 8 INCHES IT TH£ FABI/JC SHAil EXTENIJ INTO TH£ TRENCH. THE FABRIC SHAil NOT EXTEND It/a/£ THAN .J6 INCHES ABO~ TH£ (RIQNAL GROUND SURFACE. Fll. TER FABI/JC SHAil NOT 8£ STAPI.EO TO EXISTNG TREES. -1. TH£ TRENCH SHAU BE BACKF11.J£1) ANO THE SOil <XMPACTEO Of.fli' THE ro£ IT THE FT/. TfR FABR/C. 5. THE MAXllltlll DHAINAGl' AREA 8EHINO THE S1l T FENCE SHAil BE 1.0 ACRE. 6. THE ltlAXJ!tlUl,I SL.OPE LtNGTH B£HINO THE BARf?/£11 SHALL BE 100 FEIT. "AS BUILT" tl. ,A,, / ~-··· tf-l/-tJ8 ---.;J . 9-"? 'j RCE -' EXP. ---0. □Al£ REVIEWED BY: l~~......,.1~ .. "ir' [29' Jo<t- □Al£ I SH~ET I I SH~ETS I CITY OF CARLSBAD ENGINEERING DEPARlMENT EROSION CONTROL PLANS FOR: YENTANA REAL LOT 3 EROSION CONTROL NOTES AND DETAILS APPROVES CON< C. HAMMANN -:;R.. J 15, '(: -J ,,. 'efl!J« CITY ENGINEER PE 33069 EXPIRES 06/30/08 □~- DWN BY: PROJECT NO. DRAWING ND. DAlE INlllAL DAlE INlllAL CHKD BY· l!, 1-,;f' OTHER APPROVAL CllY APPROVAL RVWD BY: PIP 04-05 441-5A t N "''--~--. . 't / I ,.__I ,.__------., I l+-_ __,I "' I~ "-----<"!. 1--\ l<----ild,, .'.) 11-----llj'~') I I ' I . I . I I I ' ----------------------------~ "" FF•269.50 PAD•268.75 ------------ "" ; i : 11-----1 i 11----1 i I .. v ........ --"" - ---....... -........ .I !11----1 L-~I) /1 ' I ' I / I ---I-,+-~'""·' I I I .. -----~~ _,,,.1/------+'-/--!--------. -------------· f I ~ I I A J\;J p -l-k Tf # C' 0 I f') 0 0 Q?AP/1/CAL SCALE I.EG~• DESCRIPTION S'iUSOL -· : ' . ·: Jr~140 ~T. ENH?ANCE i~ Q?A !fl SACS <:•=•=•=•: •: • • •=• SILT FENCE --D>---,□1--- i~HSS10 ~ .., ~ . ~ ::: ~ "" .., -I< -""~ "'c~;; ;;a="'"'?":,_ I} W-1~ ANDREW J. KANN fR,C.£, 50940 IIY R!GJSTRAn!JN (XP/R[S 9-J0--07 VENTANA REAL LOT 3 EROSlON CONTROJ., SHEET QTY $.5()(] Sf 500 [A APPROVED CONR!D C. HAMMANN aR-. fi. /4 67: o, I ..fl-· lie 17~.( CITY ENGINEER PE 3J069 EXPIRES 06 JO 08 0 Tf' f