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HomeMy WebLinkAboutDWG 431-6A; RP 04-4A; ROOSEVELT GARDEN CONDOMINIUMS; 01-06.. ' --i1't'tl!.t. ~ -.r., •,fi . '.-. ,. ,~ .---------------------,-------___,~:----~.......----------------------------... ,.•]_ ROOSEVELT GARDEN CONDOMINIUMS WORK TO BE DONE GRADING NOTES (IN A001110N TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDoS ALL OTHER PLANS PR£VIOUSLY APPROVfD BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS StT OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR l\'A/Vf ANY PORnON OF THE CARLSBAD MUNICIPAL CODE, RESOLU110N Of CON0/110NAL APPROVAL, CITY STANDARDS OR OTHER A00/110NAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE: ENGINEER IN RESPONSIBLE: CHARGE SHALL REVISE THESE PLANS f\HEN NON-CONFORMANCE: IS 01$COVfREO. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINE[R-OF- 1\0RK FROM RESPONSIBILITY FOR THE C0RREC110N OF ERRORS AND OMISSIONS OISCOVfRED DURING CONSTRUC110N. ALL PLAN REVISIONS SHALL Bf PROMPTLY SUBMITTED TO TH[ CITY ENGINEER FOR APPROVAL ~-A RIGHT-OF-WAY PERMIT FROM TH[ CITY ENG!Nl(R WILL BE REQUIRED FOR ANY I\ORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CER11FICA TE OF INSURANCE MUST BC FILED NAMING THE CITY OF CARLSBAD AS AN A00/110NAL INSURED ON THE P[RMITTEE'S POLICY IN THE MINIMUM AMOUNT OF 11.000.000.00 FOR EACH OCCURRENCE: or LIABILITY. THE . INSURAN OMPANY 'M?ITJNG TH I Y MUST HA VE A RA TING OF A N A CATEGORY O CLASS V AS £STA8USHEQ BY BESTS KEY RA TING GUI{)(, 5. UNLESS EXEMPTED BY SEC110N 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 0. NO I\ORK SHALL BE COMMENCED UN11L ALL PERMITS HAVE 8EE:N OBTAIN[O FROM THE CITY ANO OTH[R APPROPRIATE AGENCIES. 7, APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOE'S NOT AUTHORIZE ANY WORK OR GRADING TO Bf P[RFORM[O UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTA/N[O ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8, NO RCVISIONS l\?LL 8£ MADE TO THESE PLANS WITHOUT THE 'M?ITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE: PLANS AND THE 11TLE SHEET. g, ORIGINAL DRAWINGS SHALL BECOME: THE: PROPERTY OF THE CITY UPON BEING SIGNED BY TH[ Cl TY ENGINEER. 10, THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT COND/110NS BY mE ENG/NftR-OF-WORK PRIOR TO f /NAL ACCEPTANCE OF THE I\ORK BY THE: CITY. 11. ACCfSS FOR FIRC AND OTHER CMCRGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TTMES DURING CONSTRUC110N. 12. f\H[RE: TR[NCH[S ARE WITHIN CITY EAS[MENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEF:T, (B) LABORATORY I\ORK SHEETS ANO (C) COMPAC110N CURVES, SHALL 8£ SUBMITTED BY A PROffSSIONAL [NG/NEER OF mr $TATE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING OA \'S OF THE COMPLETION OF FIE:LD T[STS. IJ. A SOILS COMPAC110N REPORT ANO COMPLIANCE V[RIFICA 110N REGARDING ADHERENCE TO RECOMMfNOA 110NS OUTLINED IN mE SOILS REPORT IS REQUIRED PRIOR TO mE ISSUANCE OF A BUILDING PERMIT. ALL CONiROLLED GRADING SHALL BE DONE UNDER THE DIREC110N OF A PROFESSIONAL [NG/NEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN mE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FU1URE FILL AR[AS SHALL Bf CONSTRUCT£0 IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS ANO TH€ "tARmWORK SPECIF/CATIONS" A TTACH[O TO mE PRELIMINARY SOILS INVfS11GA 110N. DAILY FIELD COMPAC110N REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MITDNG SI/ALL Bf HELD AT J7-fE SITE PR/OR TO J7-fE BfGJNNJNG Of 008/< AND SHALL Bf ATTfNDED BY All RfPRfSfNTATIVfS RESPONSIBLE: FOR CONSTRUCTION, INSPECTION, SUPERVISl'fltJ TESnNG AND ALL OTHER ASPl'.C!S OF tRl WRK. THE: CONTRACTOR SHALL RE EST A PRECONSTRUC110N MEETING BY CALLING THE /NSP[CTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DA \'S PRIOR TO STARTING CONSTRUCnOII. mr CONTRACTOR WILL THEN 8( CONTACTED 8Y THE PROJECT INSPECTOR TO COORDINATE: A DATE ANO TIME FOR THE PRECONSTRUC110N MEE11NG. APPROVfD ORA l\?NGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE: PROVIDED BY THE PROJECT INSPECTOR AT TH€ M£EnNG. I~. ALL JNSPE:CTION /UOUESTS 011:tER IHAN FOR PRfCONSTRUCV0/1 MITDNG WILL 8£ MADE BY CALL/NG JJ-iE ENG/NEERING 24 HOUR /NSPE:CTION REQUEST LINE At {75Q) fJB-3891. INSPECTION REQUEST MUST Bf RECDVfD PRIOR TO 2: 00 P.M. ON me QA Y 8E(ORE mr INSPECTION /~ N•EftfD· INSP€0110N$ l\?LL BE MAD€ THE: NEXT I\ORK DAY UNLESS YOU REQU ST O ERWISE. REQUCSTS MADE AFTER 2:00 P.M, WILL BE SCH£DULED FOR TWO FULL WORK DA\'S LATER. 16. THE OWNER ANO/OR APPLICANT THROUGH THE DEVfLOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO $HALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGVLA110NS. 17. mi: CONTRACTOR SHALL CONFORM TO LABOR CODE SEC110N 6705 BY SU8MIT11NG A DETAIL PLAN TO 11-IE CITY ENGINEER ANO/OR CONC[RN[O AGENCY SHOl\?NG mr DESIGN OF SHORING, BRACING $LOPING OR omER PROVISIONS TO Bf MAOF: OF WORKER PROTEC110N FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVA110N OF SUCH TR[NCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVf FEET (5J OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVA110N. IF TH[ PLAN VARIES ERf½,lptjf!f~~G S/jrTfj STANDARDS ESTABLISHED BY THF: CONSTRUCTION S __ QB.____ Ti_[__ CAL/FORNIA AOMINISTRA 11\1£ CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED fNG/NITR AT TH[ CONTRACTORS EXPENSc, A COPY OF mr OSHA f}8~~H8~. PERMIT MUST BE SUBMITTED TO mr 1NSPtCTOR PRIOR TO 18. NO BLASTING SHALL BE PERFORMED UNTTL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLS8AO. SUBMIT APPLICA110N FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF 8LAS11NG. OPERA 110NS. I g_ IF ANY ARCHAEOLOGICA R DURING CONSTRUCTTON, 11 N I\? I PERM/TTEE .WLL NOTIFY THE CITY [NG/NEER. OPE:RATION3 WILL N T RE:START UNTIL THE: PERMITTEE HAS RECEJVfO 'M?ITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERA 110NS CONDUCTED ON THE SITE OR A(}JACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS. EARTHMOVING EQUIPMENT, CONSTRUC110N EQUIPMENT AND ANY OTHER ASSOC/A TEO 'f(;~O:f E~agJPtf~T J:;tJ!lETHWt1rtioAf ;;JtE tJR 1 <tJ./ft.!_A~TffG 7 '~ AJtiAii:fG OPERA110NS SHALL 8£ _CONDUCTlD ON WflKENCS OR HOLl~AYS. (A LIST OF CITY HOLIOA\'S IS AVAILABLE AT THE ENGINEERING OtP.~RTMENT COl.JNIER.) 21. ALL Off-SITE HAUL RCX)T£S SHALL Bf SUBMIT!f£ BY TH£ CQNTllACTOR TO ~ CJTY lNGJNt{R FOR APPROVA . FULL. I\Ok~ G OA\'S PRIOR TO BEGINNING = WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASlf MATERIAL SHALL Bt DEPOSITED AT, A SITE APPROVfD BY THE CITY ENGINEER. TH( CONTRACTOR SHALL 8( RESPQNS18Lf FOR ANY DfBR/S OR Dtf!AGE OCCURRING ALONG 11:1£ HAUL ROUTES OR ADJAC£NT STR££fS AS A RESULT TH< GRADING OP£RA TION, 2J. BRUSH SHALL Bf REMOVfD ONLY WITHIN THE AR(A TO Bt GRADED. NO TREES ARE TO Bf REMOVfD UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WAT[R IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCH[$ SHALL HA VE A MINIMUM ONE PERCENT SLOP[. 25. THESE: PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SI-IOWN ANO AS APPROVfD BY THE CITY [NG/NEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPtS SHALL 8£ TRIMMED TO A flNISH GRAD[ TO PRODUCE A UNIFORM SURFACE ANO CROSS SECIJON. THE SITE SHALL BE LEFT IN A NEAT AN/) ORDERLY CONOl110N. ALL STONES. ROOTS OR OTHER DEBRIS SHALL 8£ REMOVED ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGIN[tR. 27. ALL SLOPES SHALL BE: IRRIGA TEO, STABILIZED, PLANTED ANO/OR HYDROSEEOEO WITHIN TEN (IO) DA\'S OF THE TIME f\HEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVfO GRADING PLANS. 28. LANDSCAPING $HALL Bt ACCOMPLISHED ON ALL $LOPES ANO PADS AS RtQUIRtD BY THE CITY OF CARLS8AO LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PRo.iECT, ORAl\?NG NO. . , ANO/OR AS DIRECTED BY THt CITY ENGINEER OR PLANNING DIRECTOR. 29. THE: OWNER/APPLICANT SHALL INSUR[ THAT ALL CONTRACTORS SHALL COORDINATE THE: WORK OF THESE GRADING PLANS Wlm THAT SHOWN ON BOm THE LANDSCAPE ANO IRRIGA 110N PLANS AND THE IMPROVfMENT PLANS AS REQUIRED FOR m1s WORK IN ACCORDANCE Wlm THE LANDSCAPE MANUAL Ill.IE REQUIREMENTS. JO. STORM DRAIN PIPE: $HALL BE REINFORCEO CONCRETE PIPE Wlm A MINIMUM 0-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTTLIZEO PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4" ROCK PER SDRSD $-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. JI. f\HlRE AN EXISIJNG PIPE LINE IS TO BE ABANDONEO AS A RESULT OF THE GRADING OP[RA110N, IT SHALL BE REMOVED WITHIN T't\ENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPtRLY COMPACTED SOILS. IN OTHER ARE:AS THE: PIPE l\?LL BE PLUGGED Wlm CONCRETE OR REMOVfD AS APPROVfD BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL VfRlfY THE LOCATION OF ALL EXISTING FACILITltS (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT mE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE: PROPOSED WORK. JJ, THE CONTRACTOR SHALL NOTIFY AF([CTED UTILITY COMPANIES ($[( BELOW) AT LEAST 2 FULL WORKING DA \'S PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE I\ORK WITH A COMPANY REPRE$ENTA11VE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E {800~660-7343 AT&T (800 8~2-012J ADELPHIA CABLE COMMUN/CA 110NS f 76 ~~-7741 COX COMMUN/CA 110NS 760 806-980g CITY OF CARLSBAD(STREETS & STORM DRAIN) 760 434-2g8o CITY OF CARLSBAO(SEWfR,WATER & RECLAIMED WATER) (76 )438-2722 34. PERMIT COMPLIANCE REQUIREMENTS: A FOR CQNTROLLE:0 GRADING -mE APPLICANT HIRES A CIVIL ENGINEER, $OILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL THE WORK IN PROGRESS {15.16.120A.B/ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL Of A GRADING P[RMIT -THE FOLLOl\?NG REPORTS MUST BE SUBMITTED TO THE CITY [NGINE[R \-lA THt PROJECT INSPECTOR {15.16.120A.10/ CARLSBAD MUNICIPAL CODE: (I) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING 1$ COMPLETE. ALL EROSION CONTROL, SLOPE PLAN11NG AND IRRIGAnON ARE INSTALLED IN CONFORMANCE Wlm CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCt LETTER FROM CITY tNGINE[R/NG DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE $OIL$ ENGINEER, f\HICH INCLUDES R[COMMENDEO SOIL BEARING CAPACITTES. A STA T[M[NT AS TO THE: EXPANSIVE QUALITY OF THt $OIL, ANO SUMMARIES Of FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STA TEM[NT BY THE SOILS ENGINEER THA t THE GRADING WAS DON£ IN ACCORDANCE WITH THE RCQUIREMENT$ ANO RECOMMENOA 110NS OUTLINED IN Tfif PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY TH€ CITY. J5. UNLESS A_ GRADING PERMIT FOR THIS PROJECT IS /$$UE0 WITHIN ONE (1) YEAR AFTER mE CITY ENGINEER'S APPROVAL, THESE PLANS MAY 8£ RtQUIREO TO BE RE:SU8MITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE $OILS REPORT 11TLED GE/)TECHNICAL UPDATE REPORT 2578 ROOSEVELT STREET. CARLSBAD. CALIFORNIA • PREPARED BY Gt:OLOGIC ASSOC/A TES DA TEO APRIL 25 ,2007 , SHALL Bf CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDA110NS AND SPECIFICA110NS CONTAINED IN SAID SOILS REPORT. "DECLA.RATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER or I\ORK FOR THIS PROJECT, THA t I HA VE E:XERC/5£0 RESPONSIBLE CHARGE OvtR THE' O[SIGN OF THE PROJECT AS DEFINED IN SECTION 670J OF THE BUSINESS AND PROFE$$/ONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIF/CAT10NS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONS/8/LITJES FOR PROJi:CT DtSIGN. FIRM: LIIITVfOt. McCOLL & ASSOC/A TES ADDRESS: 2810 CAMINO DEL RIO S. SUITE 200 CITY, STATE: SAN DIEGO CA TELtPHON[: {$/g) 294-4440 • BY: PA TRICIA McCOLL R.C.f. N0.:_,,3,,,6 u.7,,_J ___________ _ REGISTRAT10N EXPIRAt10N DATE: 6-30-2008 SOILS ENGINEER'S _CERTIFICATE SIGNED: LICENSE E:XPIRA 110N DA TE:: OWNER'S CERTIFICATE I ( WE: ) HEREBY CERTIFY THAT A RE(;ISTER[O SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING AC11VITY ANO ADVISE ON THE COMPACIJON ANO STABILITY OF THIS SIT!!. -~ ~- NAME /)A TE: I I I I I-w w ~ (f) I-I _, ~ w (f) 0 0 fr'. I I RP 04-04A/ CT 06-18 SEE SHEETS 2 AND 6 II I 11 C ------5i/ --I --- ,I I . . . -:::::,, 7 ., ----7 ~ I I D -I I I L I I I b ::.__j ~ I I 6-• "' I 111 I I I -I I ,. ' ' INDEX MAP SCALE: 1 "= 40' CITY or OCEANSIDE 18 NOT TO SCALE CITY OF VISl A ROA ,._o~ CITY OF ~-\4SAN MARCOS A'IE CITY or ENCINITAS VICINITY MAP SUBDIVIDER; SAN DIEGO HABITAT FOR HUMANITY, INC. 10222 SAN DIEGO MISSION ROAD SAN DIEGO, CA g2108-2135 TEL. (61g) 28J-~6J EXT. 322 OWNERS; CARLSBAD REOEVfLOPMENT AGENCY 2g55 ROOSEVfLT STREET, SUITE B CARLSBAO, CA g2008 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY MELCHIOR LAND SURVfY/NG, INC. METHODS fROM INFORMA110N GATHERED ON 10-28-02 BY MELCHIOR LANO SURVf'YING, INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA110NAL MAP ACCURACY STANDARDS. PROJECT LOCATION r THIS PROJECT IS LOCA IED W1m1N ASSESSORS PARCEL NUMBER($) 20J 102-JJ TH N. E 5t/JfiRNIA COCRDINA TE INDEX OF m1s PROJECT 44 . . . E 6220~7 K: BENCH MAR DESCRl/'110N: COUNTY OF SAN DIEGO BENCH MARK OC/55 AND IS <..,Q~ :v.., '- . o,<;>;~~ ~ ' ' ~ • EXISTING LEGEND ITEM SEWfR LINE GAS LINE WATER LINE OVERHEAD EL£CTRICAL LINE TELEPHONE LINE EXIST. CON TOUR EXIST. TREE ABBREVIATIONS: rw TOP OF WALL ' TF TOP OF FOOTING TC TOP OF CURB FL FLOI\I.INE TP TOP OF PAVfMENT HP HIGH POINT REFERENCE DRAWING 187-5 LEGAL DESCRIPTION; '-~ SYMBOL --s --G-- --W -- --OHE-- ,,----•l-~ 0 LOT 44 OF SEASIDE LANDS, IN THE CITY OF CARLSBAD, COUNTY OF SAN Dl[GO, STA TE OF CALIFORNIA ACCORDING TO MAP THER[OF NO. 1722, FIL[O IN THE OFFICE OF mE COUNTY RECORDER OF SAID SAN DIEGO COUNTY JULY 28, 1g21; EXC[PT/NG TH£ NOR1'1-lt'.AST<RL Y 120 FE[T Tl;ERCOF, SAID NORTHEASTERLY 120 FEET BEING MEASURED ALONG TH£ SOUTHEASTERLY LINE OF SAID LOT AND PARALLEL WITH THE NORTHEASTERLY LINE OF SAID LOT 44. EARTHWORK QUANTITIES CUT: ________ .er FILL: 1500 CY IMPORT: 1600 CY EXPORT: CY REMEDIAL: 2700 CY EARTHWORK QUANTITIES SHOW// IS (OR BONDING PURPOSES ONLY. CONSTRUCTION PRIORITY: MEDIUM THE GRADING WORK SHALL CONSIST OF mt CONSTRUCTTON OF ALL CUTS ANO FILLS REMEDIAL GRADING, DRAINAGE FACILIT/Ei tROS/011 CONTROL FACILIT1€S, AND PLANTING OF PERMANENT LANDSCAPING ANO PkEPARA110N OF AS-BUILT GRADING PLANS AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR RE:QUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICA110NS, REQUIREMtNTS, RESOLU110NS ANO ORDINANCES CITED ON THESE PLANS. THE GRAVING WORK SHALL BE PERFORMED IN ACCORDANCE: WITH mE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUC110N, AS 0/R[CTEO BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. THIS SET Of PLANS ' 4. CITY OF CARLSBAD HOUSING ANO REDEVELOPMENT COMMISSION RE$0LU110N NO. 436 ANO ORB RESOLUTTON NOs. J17 AND 318 DATED FEBRUARY 26, 2007. 5. THE STANDARD SP[CIFICA TIONS FOR PUBLIC I\ORKS CONSTRUC110N (GREEN BOOK) 6. SOILS Rf PORT AND RECOMMENDA TTONS BY GEOLOGIC ASSOC/A TES DA TED APRIL 2~. 200 7. 7. mE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFltO BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DfVfLOPM[NT PERMIT CONOl110NS DATED £X{MPT g_ ENVIRONMENTAL APPROVAL DOCUM~NTS QA TEO EXE:MPT . 10. WATER POLLU110N CONTROL PLAN (I\PCP) PREPARED BY LINTVfOT, McCOU ANO ASSOC. DA TED APRIL 11. 2007. 11. STORM WATER MANAGEMENT PLAN (SWMP) PREPARED BY LINMDT, McCOLL AND ASSOC. OATEOAPRIL .11, 2007. (SWMP o~-2.-) 12. THE CALIFORNIA STORM WATER . QUALITY ASSOCIA110N (CASQUA), STORM WA1£R BEST MANAGEMENT PRAC11CE CONSTRUC110N HANDBOOK ANO STAT( OF CAL/FORNIA. DEPT. OF TRANSPORTA110N, CONSTRUC110N SITE BEST MANAGEMENT PRAC11CES (8MP) MANUAL DESCRIPTION PROPERTY LINE SPOT UEVAnON (FINISHED SURFACE) BIOFIL T[R SWALE: AT 1,r MIN. SLOPE DIREcnoN OF DRAINAGE FLOW LEGEND DWG.NO. RS.O. 0-25 CURB OUTLET CONCRETE GUTTER ® 6" CURB & GUTTER 6" CURB RETAINING WALL (8Y Sfi>ARA TE PERMIT) SIDEWALK CONCRET[ PAVfM£NT AC PAVEMENT SIDEWALK UNOERDRAIN PIPE DEEPENED SIDEWALK (WALL) R.S.D. G-2 RS.O. G-1 R.S.O. G-7 0-27 EB SYMBOL ~l.!SO_ < < <= I I ----· -·---· QUANTITY 2 EACH m S.F. 230 L.F. 520 L.f. 2610 S.F. 207$ S.F. 250 S.F. 8860 S.F. 1 EACH 105 S.F. REQUIRED TREATMENT CONTROL BMP TABLE -----MAINTENANCE MAINTENANCE -rvPE · DESCRIPTION OWNERSHIP iHEET NO. AGREEMENT FREQUENCY BIOflLTER SWALE TC~JO PRIVATE CC&R'S 2 1. BEFORE AND AFTER A MAJOR STORM EVEN l. 2. GRASS SHOULD BE KEPt J TO 4 INCHES LONG. R /W EX/Sf. B' EASEMENT FOR PUBLIC SIDEWALK "" 50 [XIST. R/W fl 25' . 25' J' 22t' 22t' ,.st' EXIST. CURB AND GUTTER PRoPOS£ D EXIST. PAVEMENT~ ANO SIDEWALK . SITE . ANO BASE W:ltE~~i~ MJ0pffJp ~ ~ """'"still , ,.,_,. . 1-1· EXIST. CURB AND GUTTER TYPICAL STREET SECTION ROOSEVELT STREET NOT TO SCAlE ~J PT A! NING ~PARTMiNT APPROVAL "AS BUILT" tilitiwrJiLJJI/U..11:?·Cll. ~ I b • • . .'-• .L.-~ DATE: Cf/' /6'1 (SIGNEDJ HW<>I N~ I-mNfffNI DIRECTOR RC,3~Z3 EXP,v•J0·/0 t-eotve.t-0PHr~-r DATE (SIGNED)N/Pi I I DATE: R(7EliED BY• I RECOMMENnED BY: ~l't...i . '7 \ (""2 . IZ·Zi•o'l CTOR (} OATE us~&: GS AND NOS~NGS BENCH MARI< STAMPED OC 155 STANDARD DISC 'r,;.., PEA coiJtffrec c~ we~r> rr·" 1.-f&'/EAJP ' . I' SH1ET I CITY OF CARLSBAD I SH6TS I LOCA110N: 0 0 .!!TR s -2 MILE NW OF TH/; INTERS/;C110N OF C!lRLSBAQ BL VD AN/2 [Ll,I . ST.; . 1 MILE NORm QF BRIDGE OVfRCROSS/NG RR g Fl/;T £AST OF CL OF ACKS AT SWITCH BOX, LOCATED IN CONG BAS£ OF RR SWITCH BOX IGNAL. RECOROEO: C OUN[( OF SAN DIEGO ELEVA110N: 20,044 DA1UM: MfAN SEA L[\([L CARLSBAD MUNICIPAL WATER DISTRICT ()Jd,..__ 9}4-/07 DAVID HAUSER DATt PREPARED BY: LINMDT, McCOLL AND ASSOC/A ffS DA Tie: INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL ENGINEERINl3 DEPARTMENT . GRADING PLAN FOR: ROOSEVELT GARDEN CONDOMINIUMS APPROVED fl_/,~/ DAVID A, Ha . . 'l ;t. O? DEPUTY CITY ENGINEER PEJJ081 EXPIRES6/J() () D TE · . DA Tie: OWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: CITY APPROVAL RVWO BY: ]lG"-. RP04~ 4A/CT06-18 431-6A . s. -~ ·,.; . ~. - - ,' ' ·; :, ··.,: ·. ., ' -,-· ---"', ·,c;i .•') I ' -i ---1 ·t ' ' ··I' a • " 1 DEPUTY CllY ENGINEER R.C.E. JJ081 EXP. 6/30/08 2810 CAMINO DEL RIO SOUTH, SUITt 200 SAN DIEGO, CALIFORNIA g2108 '!E!",\"!EJ'!"A"!CA'!'!D~\--12'!'!:,o'!!a_ .. J!"C!"bn·d--o\ .. , .. oa!"_"!3G!!'RD~o!",_"!TI'!!TI.'!'E"!S"!H,!!'ET!"_,-.,------------------------•1,·--------------------------------------------------------------;,,;. ... ~-... ;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;J:·•;~f~ f I '. ni,,i~,; rn . , ' . 100907 CURB ROS 17188 FOR IMPROVEMENTS WITHIN ROOSEVELT STREET, SEE DRAWING NO. 431-6 SHEET NUMBER 3. ROS 9164 11 II Cl II II II II Cl II II II Cl II \II II Cl II jll I Cl I II II Cl 1~5• II II Cl II II II Cl II II E: \EPACAD\12308-J Condo\308-3GRD02-GRADING PLAN.dwg ---···--·--·· ..... , ....... ,,_.., SHOWN OI ROS 17188 ~ (_ ~EXIST. FIRE HYDRANT 'f 00, 11/-1 :,:: w f- f- f- " ().c-, ~/~ 45 - 'in I LL f- :,:: 25 f- f- SO DROP INLIET 39.43TG 43.00 TC ~EXIST. FIRE HYDRANT 1----'--+--0 MAP ---~---- ESTABLISI £D FROM TIES 535 43.7 TC BENCH MARK: WALL TC 44.2 TC -1% 44.20 TC ---~---- DESCRIPnON: COUNT( OF SAN DIEGO BENCH MARK OCl.55 AND USC & GS AND NOS NGS BENCH MARK STAMPED OC-155 STANDARD DISC LOCATION: 0.5 MILE NW OF 11-IE iNTERSECnON OF CARLSBAD BLVD AND ELM ST.; Q, 1 MILE NORD:f OF BRIDGE OV£RCROSSING RR 9 FEET EAST OF' CL Of. TRACKS AT Sl\1TCH BOX. LOCATED IN CONG BAS( Of RR Sl\1TCH BOX SIGNAL RECORDED: COUNTY OF SAN DIEGO £LEVA 770N: 20. 044 DA TUM: MEAN S£A LE\IEL 44. FL co oi 4 25 '-- <-10> 11/-1 ~~ 1/,)/ /_.,,,, '--~ ~'-- ~ '--1 _,ESTABUSHlD FROM TIES SHOWN ON ROS 17188 ROS 15312. &: ROS 9217 I CONSTRUCTION NOTES: (SEE SHEET 1 LEGEND FOR REGIONAL STANDARD DRAWING NUMBERS ANO DETAILS) (D BIOFIL TER GRASS SWALE @ 1.0% MIN. SLOPE (FESCUE BLEND). REFER TO LANDSCAPE PLANS, @ CONCRETE GUTTER ar ffcQJffeCnDP$Wft.€TfeJZ. ,--,p P-2~ Cl) CURB OUTLET @ RETAINING WALL @ REMOVE EXIST. DRIVEWAY. RECONSTRUCT CURB AND GUTTER (MATCH EXIST.) -SEE IMPROVEMENT PLANS RECONSTRUCT SIDEWALK. (MATCH EXIST.) ~J;~1r;::;.._.r-SEE SH ET 3 FOR RETAINING WALL PROFILE EXISTING EASEMEN ----:=--ROAD SUR\/EY REC, 9-15-49 Bl (L) BACKFLOW PREVENTER -SEE IMPROVEMENT PLANS ® DEEPENED SIDEWALK EB 7' -:.,. ~ .4138 ~45Ab46 <$2"TREE , , 41,57 06"lREE . '} =~:;.;-WALL "c" - 4 0 44.86 FL □ 0\/ERHANG HOUSE @ SIDEWALK UNOERDRAIN PIPE @) CONNECT TO DOWINSPOUT PER ARCHITECTURAL PLANS POR LOT 44 @ 6" THICK CONCRETE GUTTER (560-C-3250 PCC). DRAIN 2% AWAY PROM BUILDING. @ OOWINSPOUT PER ARCHITECTURAL PLANS, DRAIN TO SURFACE POR i--: (J) LOT 44 z 0 0 <( 2 ROS ROAD ---;::;,-SUR\/EY 1186 281 @ CURB TRANSITION FROM s· TO o· IN HEIGHT . G CURB OUTLET -SEE IMPROVEMENT PLANS @ TRUNCATED DOMES. ~ DENOTES SECTION A ON SHEET NO. 3 ❖ DENOTES SECTION 3 ON SHEET NO. 4 EASEMENT NOTES: G) AN EASEMENT FOR PUBLIC SIDEWALK AND INCIDENTAL PURPOSES, RECORDED OCTOBER 13, 1977 AS FILE NO. 77-420941 OF OFFICIAL RECORDS. (D AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED JANUARY 13, 1966 AS FILE NO. 7463 OF OFFICIAL RECORDS, EXISTING EASEMENT FOR PUBLIC ROAD -ROAD SUR\/EY f1186-PER DOC. REC. 9-15-49 BOOK 3319 PAGE 34 @ AN EASEMENT FOR PUBLIC UTILITY AND PUBLIC UTILITY ACCESS EASEMENT PER FINAL MAP, CT 06-18. . NOTES: 1. SEE ARCHITECTIJRAL PLANS FOR LOCATION OF BUILDING DOWINSPOUTS. 2. SEE SHEET 4 FOR WALL PROFILES. 11 AS BUILT" 20 0 ____ 20 60 , -~ VttiJflel/ 11-8~ R.CE1~f32J EXP./,•Jtrf(J DATE ---~----SCALE 1 • = 20' ll·l:l ·di E~,\~~~1.s~~,D!,_R_..O~,J!E} mrn;;--,-;;;.,.-,;:;;;;;;-;;.==-,,;;;,:;;:-w;,1;;;;:,;.w;:,,;;;;;;;;;;-;M<;.:-7r-,--r-7--r.:==:;-::=,-:~;:;;:;=::~;:::::::;:::::;:::;~::;:;;:::;::;:~D~A;::T~E;:;;:;~ l---9_e_o_q-+-rr-_A--+~~~~fff_li_i!~~-A~J,:,/Jf,-;~~---~µ_~_"''"_'P_P_-i_,,_---i-----;--,---.--.l sH2EET I CITY OF CARLSBAD j sH6EETS I ENGINEERING ~EPARTMENT ::==:.=:=============----==::::::; GRADING PLAN FOR: OATE: 8-29-07 W.O. 12308-J DRFT: AMJ C CHK'D BY: ROOSEVELT GARDENS CONDOMINIUMS =co )J ,=;a ;;;-m_--- DAVID EVANS AND ASSOCIATES INC. 11 0 West A Street Suite 1700 San Diego California 92101 Phone: 619.400.0600 APPROVED DAVID A. HARS ____ __J~~'?ZE.==-----------c-: ~7 1---,f--+-----------------ji-----r--r---r-----. OEPUTY CITY ENGINEER PE33081 EXPIRES6 30 0 D TE DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: __ _ CHKD BY:~~- RVWD BY: J)E/C PROJECT NO. DRAWING NO. RP04-4A/CT06-18 431-6A ! -i ' --] J_ I ! I ' ' --t ' ' -.i -· ). -t ' ' 100907 r -------------------------------.•-rn1:;; ___ 1 ' i . ~ i w z :J ~ f5 ~ Q_ ~ 40-~ BIOFl(TER SWALE 1 PROPOSED RET, WALL A.C. PAVEMENT A.C. PAVEMENT BASE 3' AVERAGE DEPTI, OF OVEREXCAVATION WITHIN PAD AREA OR AS DIRECTED BY TI,E GEOTECHNICAL ENGINEER. SEE PLAN 1-UJ: M A --560-C-J250 ~ ON P.C.C. 1 /2" R (TYP.) 1/4" 12· MATERIAL COMPACTED TO 95% MAX. DRY DENSITY SECTION A-A SCALE: HORIZ. 1"=20' VERT, 1"=4' J' AVERAGE DEPTI, OF OVEREXCAVATION 'MTHIN PAD AREA OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 4' 1" CHAMFER (TYP.) . 2' .", . . <, . <, ; l - . ,, /,, • <; e· . <, A CONCRETE GUTTER B CONCRETE CHANNEL 3 NOT TO SCALE E: \EPACA0\12308-J Condo\308-JGR00.5-SECTIONS ANO DETAILS:.dwg 3 NOT TO SCALE BENCH MARK: DESCRIP110N: COUNTY OF SAN DIEGO BENCH MARK 0Ct55 AND USC & GS ANO NOS-NGS BENCH MARK STAMPED OC-155 STANDARD DISC LOCA 770N: 0.5 MILE NW OF /HE JNTERSEC110N OF CARLSBAD BLVD AND ELM ST.: 0, 1 MILE NOR1H OF BRIDGE 0\/fRCROSSING RR 9 FITT EAST OF CL OF TRACKS AT SWITCH BOX. LOCA [[D IN CONC BASE OF RR SWITCH BOX SIGNAL. RECORDED: COUNTY OF SAN DIEGO ELEVA 110N: 20. 044 DA TUM: MEAN SEA Lf~"l PROPOSED BUILDING w z :::J ~ ~, 0:: I ~ I I j ~ VJ 'j I,. ~ 0 0:: I-Q_ iS ~ w :,: I ~ :,: H= 2/J HEIGHT OF WALL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER FINISH GROUND AS SHOVVN ON PLAN ~~% ~~ ,~~ ~~ ~ ·. J/4"CRUSHED ROCK y :s:-:' ,.. ·, ~ .2 ENCLOSED 'MTH FILTER >)-;: . : : . FABRIC. OVERLAP 1 FOOT / .. ·. ~" .,·.· MIN ~-·. 4" DIA PVC, PERFORATED DRAIN w z :::J ~ ii ~ EXIST. 8'± HIGH WALL w ~ ~I f5 I Q_ I ~, '--i I 45.0± 4-0---#c LOCATION AND SIZE OF EXIST. FOOTING UNKNOWN. I ro.5' RETAINING WALL PARKING LOT CONC. GUTTER J' AVERAGE DEPTH OF OVEREXCAVA TION WITHIN PAD AREA, AS DIRECTED BY THE GEOTECHNICAL ENGINEER, PROPOSED BUILDING SECTION 8-8 SCALE: HORIZ. 1"=20' VERT. 1 "=4' ABUTING BLDG. FOUNDATION, WHERE OCCURS MIN. 4• THICK Fc=2500 PSI CONC. SIDEWALK W/6X6-/16//16 W.W.M. OR AS DIRECTED BY 11-IE SOILS ENGINEER II,,--PROPOSED RET. WALL ll."------42 4' OR AS SHOVVN ON PLANS 4" PIPE @ 8' ON CENTER OR ONE HORIZONTAL ROW OF OPEN HEAD JOINTS •, "' FINISH GROUND H-___[_ __ VARIES DOWELS, SIZE AND_-=::----.....J LOCATION AS DIRECTED BY THE STRUCT1JRAL ENGINEER 111:111: ::IIF ~-- ~ X < 2 • N ~ FINISH GRADE C WALL DRAIN DETAIL D DEEPENED SIDEWALK 3 TYPICAL FOR ALL NEW WALLS 3 NOT TO SCALE II AS BUIL T 11 -t~V,t}}tlL/JJ 11-3~ RCE"?:foe.23 EXP.~ ~30•/0 DATE REVIE'w'ED BY, <l ? ) /2_. ll·l'il-Q'] r/11'"" PFA coA.effW dfll.N/J6.. f'Et'lk.er> i,Jttlf-l111P1r1eP P-;''5' ~CT□R ,'} DATE . lvl,/1 =~ AAf,/p ~ I SH3ET I CITY OF CARLSBAD I SH6ETS I ENGINEERING DEPARTMENT GRADING PLAN FOR: ~OfESS/~ ~M-~c~~ DATE: 8-29-07 I W.O. 12308 3 l DRFT: AMJ/MC ICHK'D BY: PMM/DAR ROOSEVELT GARDENS CONDOMINIUMS ----t t-,:; e, ~ No. 36873 <;'.-:z; ,., DAVID EVANS ~ ~E>J?,,6-m~ ,' . -==>] i ((<= AND ASSOCIATES INC. APPROVED ilL# _ DAVID A. HAUS~</-/4;> ~=~ ~CIVI\..~ .. 110 We.~t A Street StJite 1700 DEPUTY CITY ENGINEER PE3J081 EXPIRES 6/30/of DATE rcAl..l~a ' San Diego California 92101 DATE INITIAL OWN BY: PROJECT NO. Phone: 619.400.0600 DATE INITIAL DATE INITIAL DRAWING NO. ' ; ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: RP04-4A/CT06-18 431-6A --C·--.. -... -·<, ,., OTHER APPROVAL Cl TY APPROVAL RVWD BY: Dill.. --· i L .. ,1 I ' I 1-t ii ' 100907 I I J' HIGH WOO PER LANDSCA D FENCE;:-<_ PE PLANS 1J1.J2' 59' 72.32' ·. --------I/ ~"'" ~ rnmo .,,,. /------, --/ AT ADJACENT PROPERTY 45.80 TW : 45.13 TW . -~ PROP. G~DE @ FRONT OF WALL 617 S.F. ~ --------.. JEXIST. GRADE @ . ---.. ----.. BACK OF WALL ~ 41.81 TF --"5:------' 41.14 TF --. ---' ~· )-J'HI PERL A~ 7'J GH WOOO FENCE ANDSCAPE PLANS Ir WALL C --- 16. 75' 43.12 TW 19.43' -- ~ z Ii 44.46 1o TW ,-.: (/) x uJ 222.44' 116.58' 69.6B' TOP OF EXIST. WOOD FENCE----. 3' HIGH WOOD FENCE PER LANDSCAPE PLANS - - - - - - - - --· ~--3' HIGH WOOD FENCE PER LANDSCAPE PLANS 45.13 TW PROP. GRADE @ BACK OF WALL 45.80 TW 1185 S.F. L EXIST. GRADE @ -__ FRONT OF WALL ---------' --------- WALL C 40.47 TF' ---40.47 TF 16' WALL B ' ' 32.16' 83.16' ' • WALL A-NORTHERLY WALL 1. (LOOKING NORTH) SCALE: HORIZ. 1 "a20' VERT. 1"=2' 108.26' 3' HIGH WOOD FENCE PER LANDSCAPE PLANS 45.80 TW PROP. GRADE @ BACK OF WALL (WEST SIDE) 577 S.F. 1 ~ EXIST. GRADE @ •· ,, -----I/ FRONT OF WALL L (EAST SIDE) ------- 40.47 TF WALL C-EASTERL Y WALL··. (LOOKING WEST) SCALE: HORIZ. 1"=20' VERT. 1"=2' 3' HIGH WOOD FENCE;\ PER LANDSCAPE PLANS 7.2' PROP. BLDG. / V PROPERTY·•·. LINE FF=45.5 CONC GUTTER n l!. fTo.s· --: r EXIST. iENCE · I -------! X -L 'EXIST. GRADE RETAINING WALL PER WALL SECTION 3 SCALE: HORIZ, 1 "=5' VERT. 1"=5' BENCH MARK: AA ,·v WALL A 40.14 TF 45.41' 14.66' 30.75 44.14 T I-- PROP. GRADE @ a.~ 1--BACK OF WALL z ~ 229 S.F. -~, --+--1 EXIST. GRADE BACK OF WALL 39,47 TF J' HIGH DECORATIVE GUARDRAIL. MATCH BUILDING DECK GUARDRAIL PER ARCHITECTURAL PLANS. ·, _-,," --~•• "". -. •,. C -~ •,,-~ •• ,-- --a· -··.-.-,-,, 32.91' 6.9' WALL D (LOOKING EAST) SCALE: HORI Z. 1 • = 20' VERT. 1"=2' 3' HIGH WOOD FENCE3\ PER LANDSCAPE PLANS •. \ 6' \ V PROPERTY LINE I PROP. BLDG. / ! ~ / EXIST. SCREEN WALL 11 r CONC. --,>'!, GUTTER ; FF=45.5 '. 0.5' ~ -L EXIST. ~RADE RETAINING WALL --... PER SEPARATE PERMIT . .._____ -----------~ ~--------'=1~=-=~lo='---40 NOTES: :; WALL SECTION 4 SCALE: HORIZ. 1"=5' VERT. 1"=5' 1. REFER TO STRUCTURAL PLANS AND CALCULATIONS FOR DESIGN OF RETAINING WALLS. 2. FOR TYPICAL WALL DRAIN DETAIL, SEE ffi '·t \ PROP. BLDG. FF=45.5 WALL 8-SOUTHERL Y WALL (LOOKING NORTH) SCALE: HORIZ. 1"=20' VERT. 1"=2 ' 3' HIGH WOOD FENCE PER LANDSCAPE PLANS PROPERTY LINE 9.8' / GRADED --t-1 U-_0_5, SWALE L ~--I I ( EXIST. FENCE RETAINING. WALL PER SEPARATE PERMIT k _r E:T. GRADE I ----'.J. I WALL SECTION 1 SCALE: HORIZ. 1"=5' VERT. 1 "=5' PROPERTY LINE 5' _.J J9.e1· 0.2', 11{ EXIST. ~n1 SCREEN 1 1 ,,,-J' HIGH WOOD FENCE PER LANDSCAPE PLANS RETAINING WALL PER SEP ARA TE PERMIT I 6" CURB WALL I EXIST. ~ I 1,1 GRADE , -1% ------ --------"=="'-----AB- WALL SECTION 5 SCALE: H0RIZ. 1 "=5' VERT. 1"=5' DESCRIPTION: COUNTY OF SAN DIEGO BENCH MARK OC155 ANO use & GS AND NOS-NGS BENCH MARK STAMPED QC 155 STANDARD DISC DATE: 6-29-07 I W.0. 12308-3 I DRFT: AMJ/MC ICHK'D BY: PMM/DAR LOCATION: 0.5 MILE NW OF TH£ INTERS£CTION OF CARLSBAD BLVD AND ELM ST.: 0.1 MILE NORT/-1 OF BRIDGE: OVERCROSSING RR 9 FEET £AST OF CL OF /RACKS AT SWITCH BOX. LOCATED IN CONC BAS£ OF RR SWITCH BOX SIGNAL. RECORDED: COUN Q'. OF SAN DIEGO ELE:VATION: 20.044 DATUM: MEAN S£A LEVEL ' . I • . ' I =-1u 'Ej ~ ~m~_, . " DAVID EVANS ANoASSOCIATES INC. 11 o West A Street Suite 1700 San Diego California 92101 DATE INITIAL Phone: 619.400.Q6Q0 ENGINEER OF WORK REVISION DIESCRIPTION J' HIGH WOOD FENCE PER LANDSCAPE PLANS GRADED SWALE PROP. BLDG. PROPERTY LINE 0.5' FF=44.3 i ~ EXIST. FENCE RETAINING WALL PER SEP ARA TE : f _ _r EXIST. GRADE . -- WALL SECTION 2 SCALE: H0RIZ. 1"=5' VERT. 1"=5' V PROPERTY LINE I 0.11' TO Q,37•---11-5, ENCHROACHMENT I INTO PROPER~ EXIST. 1 RETAINING/SCREEN 111 WALL I I ,I 45.0± FG , ---T -7 I a· CURB _1 I -2" 1-1" EXIST. Jlt--tj~ -__ GRADE L ~ -----------40- WALL SECTION 6 SCALE: HORIZ. 1"=5' VERT. 1"=5' ' II AS BUIL T 11 -, ~,-1IJ1l)iJI/ tL_-:1-~ RCE:¼~73 EXP.fl•J(>-/0 DATE: Ra~\,IED BY• 1, (21...., {Z·Zt·~ ~TOR rJ DATE I SH4ET I CITY OF CARLSBAD I SH6TS I ENGINEERING DEPARTMENT GRADING PLAN FOR: ROOSEVELT GARDEN CONDOMINIUMS APPROVED [)J d. DAVID A. HAUSER e..~ 11t;t> DEPUTY CITY ENGINEER PE33081 EXPIRES6-l~OI080 TE DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RP04-4A/CT06-18 431-6A OTHER APPROVAL CITY APPROVAL RVWD BY: Df&. E: \EPACAD \12308-J Condo \308-JCRD0•-WALL PROFILES. dwg ' I - ' l i ! ! ! } l j J ' t .. . ·-! I ; \ ' ·1 100907 EROSION CONTROL NOTES I. IN CASE: £MERG£NCY WORK IS R£QUJR£D, CONTACT JOE: CARTON AT (619) 247-3054. 2. EQUIPMENT ANO WORKERS FOR £MERG£NCY WORK SHALL B£ MADE: AVAILABLE: AT ALL TIMES DURING TT-IE: RAINY SE:ASON. ALL N£CESSARY MA T£RIALS SHALL BE: STOCKPIL£D ON SIT£ AT CONVE:N/£NT LOCATIONS TO FACILITA T£ RAPID CONSTRUCTION OF T£MPORARY DEVICES 'M-/£N RAIN IS £MIN£NT. J. D£VIC£S SHOWN ON PLANS SHALL NOT Bit M0\1£0 OR MODIFl£D Wfn-lOUT TT-1£ APPROVAL OF ll-/E: £NGINE£RING INSPECTOR. 4. 77-1£ CONTRACTOR SHALL RESTOR£ ALL £ROS/ON CONTROL DEVICES TO WORKING ORDER TO ll-1£ SATISFACTION OF Tr/£ CITY £NGIN££R AFTER E:ACH RUN-OFF PRODUCING RAINFALL. 5. ll-1£ CONTRACTOR SHALL INSTALL ADDITIONAL £ROS/ON CONTROL M£ASUR£S AS MAY B£ R£QUIR£D BY TH£ CITY £NGIN££R DUE: TO UNCOMPLE:TED GRADING OPERATIONS OR UNFOR£S££N CIRCUMSTANCE:S 'M-/ICH MAY ARIS£. 6. ll-lE: CONTRACTOR SHALL B£ RESPONSIBLE: AND SHALL TAKE: N£C£SSARY PR£CAUTIONS TO PRE:\1£NT PUBLIC TRESPASS ONTO AR£AS 'M-1£R£ IMPOUNDED WAT£RS CR£AT£ A HAZARDOUS CONDITION. 7. ALL £ROS/ON CONTROL M£ASURES PROVIDED PER TH£ APPROV£/J GRADING PLAN SHALL 8£ INCORPORA T£D H£R£0N. 8. GRAD£D AR£AS AROUND TH£ PROJECT P£RIMET£R MUST DRAIN AWAY FROM TH£ FACE OF SLOP£ AT THE CONCLUSION OF [ACH WORKING DAY. 9. ALL R£MOVABL£ PROT£CTIVE: DE:VIC£S SHOWN SHALL 8£ IN PLAC£ AT TH£ E:ND OF £ACH WORKING DAY 'M-/£N TH£ FIVf: (5) DAY RAIN PROBABILITY FOR£CAST EXCE:EOS FORTY P£RC£NT (40%). SILT AND OTT-1£R DE:BRIS SHALL 8£ R£MOVE:D AFT£R £ACH RAINFALL 10. ALL GRA VcL BAGS SHALL 8£ BURLAP TYPE: WITT-I J/4 INCH MINIMUM AGGR£GRA TE. 11. SHOULD GERMINATION OF HYOROS££D£0 SLOP£S FAIL TO PROV/Of: EFF£CTIVE: C0\1£RAOC OF GRA0£0 SLOPES (90" C0\1£RAOC) PRIOR TO NOVcMB[R 15, ll-1£ SLOPES SHALL Bf: STABILIZED BY PUNCH STRAW INSfALLED IN ACCORDANCE WITH SE:CTION 35.023 OF B. C. o. £. TH£ EROSION AND S£0IM£NT CONTROL HANDBOOK OF TH£ D£PAR™ENT OF CONSERVATION, STA TE'. OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND T£MPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL 8£ INSTALL£D ANO MAINTAINED AS R£QU/RED IN S£CTION 212 OF Tri£ STANDARO SP£CIFICA TIONS ANO TT-1£ FOLLOWING: A. HYDROS££D/NG SHALL Bf: APPLIE:D TO: 1. ALL SLOPES THAT AR£ GRAD£0 6: I (HORIZONTAL TO \/£RT/CAL) OR ST£EPER WH£N n-lEY ARI:: a. TT-IRE£ F£ET OR MORE IN H£/GHT AND AOJACE:NT TO A PUBLIC WALL OR STR££T. b. ALL SLOPES 4 FEET OR MOR£ IN HE:IGHT. 2. AR£AS GRADED FLATT£R 11-IAN 6:1 'M-IEN ANY OF TH£ FOLLOWING CONDITIONS EXIST: a. NOT SCHEDUL£D FOR IMPROV£MENTS(CONSTRUCTION OR GEN£RAL LANDSCAPING} Wlll-1/N 60 DAYS OF ROUGH GRADING. b. ID£NTIFl£D BY THE PARKS AND RECR£ATJON DIRECTOR AS HIGHLY VIS/BL£ TO THI: PUBLIC. c. HAVE: ANY SPECIAL CONDITION IDENTIFIED BY 1Hf: CITY £NGIN£ER THAT WARRANTS IMM£D/AT£ TR£ATM£NT. HYDROSE:EDED AR£AS SHALL 8£ IRRIGATED IN ACCORDANCf: WI/H TH£ FOLLOWING CRIT£R/A: 1. ALL SLOP£S THAT ARE GRAD£D 6: I OR ST£E:PER AND THAT AR£: a. THREE TO EIGHT F£ET IN HEIGHT SHALL 8£ IRRIGAT£D BY HANO WAT£RING FROM QUICK COUPL£RS/HOS£ BIBS OR A CONVE:NTIONAL SYST£M OF LOW PR£CIPITA TION SPRINKL£R HEADS PROVIDING 100:f C0\1£RAG£. b. GREAT£R THAN 8 FE:£T IN H£JGHT SHALL 8£ WAT£R£0 BY A CON\1£NTION- AL SYST£M OF LOW PRECIPITATION SPRINKL£R HEADS PROVIDING 100:f COV£RAG£. 2. AR£AS SLOPED LESS THAN 6: 1 SHALL BE IRRIGA 1ED AS APPR0\1£D BY 77-1£ CITY ENGINEER, PRIOR TO HYOROSE£DING. TH£ D£V£LOPER SHALL SUBMIT A PROPOSED SCH£Mf: TO PROV/Of: IRRIGA T!ON TO THI: CITY ENG/N££R. TH£ PROPOSAL SHALL BE SPECIFIC R£GARDING THE: NUMBERS, TYPES AND COSTS OF Tl-if: ELEMENTS OF TH£ PROPOS£D SYST£M. J. IRRIGATION SHALL MAINTAIN 11-1£ MOIS TUR£ LEVcL OF THI: SOIL AT 77-1£ OPTIMUM L£\1£L FOR ll-/f: GROWT/1 OF TH£ HYOROS£EDED GROWTH. HYDROS££DING MIX SHALL CONSIST OF ALL OF ll-/f: FOLLOWING: 1. SE£0 MIX SHALL CONSIST OF NO L£SS THAN: a. 20 lbs. PER ACRI: OF ROSE: CL0\1£R b. 20 lbs. P£R ACRE: OF ZORRO F£SCU£ c. J lb11, P£R ACRE: OF £ SCHOOL CIA CALIFORNICA d. 4 lbs. P£R ACRE: OF ACHILL£A MILLE:FOLIA e. J~s. P£R ACRE: OF AL YSSUM (CARP£T OF SNOW) f. I 2 lb. PER ACRE OF DIMORPHOLECA g. f MS c,d,e, ANO f OF THIS SUBS£CTION MAY Bf: OMJTT£0 ON LOCATIONS WH£Rf: THI: AREA 8£/NG HYDROS££DED IS NOT VISIBLE FROM £ITHER A PUBLIC STR£ET OR RESIDENTIAL STRUC1UR£S. h. IT£M a OF THIS SUBSECTION MUST 8£ INOCULAT£0 WITH A N/TROG£N FIXING BACTERIA AND APPLIED DRY £1 ll-/£R BY DRILLING OR BROADCAST/NG 8£FOR£ HYDROS££D/NG. I. ALL SEED MA T£RIALS SHALL BE: TRANSPORT£0 TO TH£ JOBS/TE: IN UNOPE:NED CONTAINERS WIT/-/ ll-lE: CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE: CERTIFICATION TAG ATTACHED TO, OR PRINT£0 ON SAID CONTAIN£RS. J. NON-PHYTO-TOXIC ~TT/NG AGENTS MAY Bf: ADDED TO Tl-If: HYDROSE£0 SLURRY AT ll-1£ DISCRETION OF THI: CONTRACTOR. 2, TYPE: 1 MULCH APPLIE:D AT THI: RA Jr: OF NO LESS THAN 2000 lbs PER ACRE. TYP£ 6 MULCH (STRAW) MAY BE: SUBSTl1UT£0, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL WHEN STRAW IS US£0 IT MUST BE ANCHORED TO 71-lf: SLOP/: BY M£CHANICALL Y PUNCHING NO L£SS 71-IAN 50% OF 71-1£ S TRA W IN TO TT-If: SOIL. J. F£RTILIZ£R CONSISTING OF AMMONIUM PHOSPHAT£ SULFAT£, 111-20-0, WITH 1 S" SULPHUR APPL/£0 AT 71-1£ RA Jr: OF 500 lb11. PER ACRE:, AR£AS TO Bf: HYDROS££DED SHALL Bf: PREPARED PRIOR TO HYDROSE:EDING BY: 1. ROUGH£N/NG TH£ SURFACE: TO 8£ PLANT£0 BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES S1f£P£R THAN 6: 1 b. HARROWING AR£AS 5: 1 OR FLATTER THAT ARI: SUFFIC/£N 7t Y FRIABL£. c. RIPPING AR£AS T/-!AT WILL NOT BREAK UP USING ITEMS a OR b ABOVE:. 2. CONDITION/NG 1H£ SOILS SO THAT IT IS SUITABLE: FOR PLANTING BY: a. ADJUSTING THE: SURFACf: SOIL MOIST!JRE: TO PROVIDE: A DAMP BUT NOT SA WRA T£0 SE£D BED. b. TH£ ADDITION OF SOIL AM£NDMENTS, PH ADJUS™ENT, L£ACHING OR C0\1£RING SALIN/: SOILS TO PROVIDED VIABLE: CONDITIONS FOR GROWll-1. HYDROS££D£D AR£AS SHALL BE MAINTAINE:O TO PROVIDE: A VIGOROUS GROW11-I UNTIL THI: THE PROJECT IS PERMANENTLY LANDSCAP£0 OR, FOR AREAS WHERf: HYDROSEEDING JS THE: THE: PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPL£7EO ANO ALL BONDS REUASED. E: \EPACAD\12308-3 Condo\308-3GRD05~ERDSlON.dwQ NOTE: CONSTRUCTION SITE ENTRANC£S SHALL BE PER CALIFORNIA STORMWATER BMP HANDBOOK, STANDARD TC-1 (www.cobmphandbooks.com), MODIFIED AS FOLLOWS: • METAL SHAKER PLATES WILL BE REQUIRED AT ALL LOCATIONS UNL£SS SPECIFICALLY WAIVED BY TI-lE ENGINEERING INSPECTOR DUE TO SITE CONSTRAINTS. • TI-lE ROCK SIZE SHALL BE 2• MINUS. • A FENCE, BARRICADE OR OTI-lER DEVICE APPROVED BY THE £NGINEERING INSPECTOR SHALL BE USED TO RESTRICT CONSTRUCTION TRAFFIC TO THE CONSTRUCTION ENTRANCE. 1. SET POSTS AND EXCAVATE A 4 81' 4 IN {10 Bl' 10 CM) TRENCH UPSLOP£ FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIR£ F£NC/NG TO TH£ POSTS. -~ -~11/ ~~· :::a~4 JN (10 CM) C J. ATTACH THE FIL 7ER FABRIC TO TH£ 1-WRE FENG£ AND EXTEND IT INTO THE TR£NCH. I'-~· ri II 1,1 '~l ~ C) WOOD STAKE--iO-l ;:;,,-- / 4. BACKFILL AND COMPACT THE EXCA VA 7E/J SOIL FIL 7ER F ABR/C_J,._, f,""r! ,___ mmm WIRE: SILT FENCE FIBER ROLL • ~ ~FINISHED GRADE CD FIBER ROLLS ------ RUNOFF --.. ' " f .... ,,~ ... ~;::;,> -----U l'------------ G AP BETWEEN BAGS 7 ACTS AS SPILLWAY EB THREE LA 't'ERS OF GRA \l£L BAGS 1-WTH £NOS OVERLAPPED GRAVEL BAGS @ SWALE r"0 11t_\ •.·•··· LEGEND DESCRIPTION QUANTITY SYMBOL (D STABILIZED CONSTRUCTION E;NTAANCE PER MODIFIED TC-1 @ SILT FENCE PER EB @ FIBER ROLL EB @ GRAVEL BAGS II SWALE PER ~ \JV ' I LIMITS OF CLEARING Ile GRADIN4 I i ,xx~ l . -. -. = -··-··- HAS BUIL TH pcE __ _ EXP,----DATE I R;EVJEIJED BY• INSPECTOR DATE l----l----+------------ie---4---t----1----II SH5EET I CITY OF CARLSBAD I SHE6ETS I :=:=:=.=:=E::N:::G:::l:::NE::£:::R:::IN:::G::::::D::E::PA:::R:::T:::M::E:::::NT::::::==-':==.:~ 1--~--+-----------------11-----+---l---+---I EROSION <fNTROL PLAN FOR: ' l'ESS~ ' M. '1i,; ~ DATE: 8-29-07 I W.O. 12308-J ] DRfT: AMJ/MC ICHK'D BY: PMM/DAR ROOS~VEL T GARDEN CONDOMINIUMS ~ ~~ --llU.:;J No. 36873 <;-~ -L Exp. 6-30 2008 ;:ti I' ·1;.t LlnTVEDT, ffi0C.OLL a A5-5OCIATE0 •PLANNING ■LANO SUR\CYING APPROVED ! !? / .~/ DAVID A. HA&SE •CIVIL ENC!NEERINC l--~--+-----------------ii---..+---1---+---I I &.£-,_.,f ~ • ?, 4, (J7 l--~--+----------------ll----+---1---+---I DEPUTY CITY ENGINEER PE33081 EXPIRES6130 08 DTE l-,,-DA"'TE=-4..,,tN""tT"'tA,,..L-l----------------ll--DA-TE--I-INI-TI-AL-l--0-ATE--I---IN-IT-IAL-I OWN BY: _,__, __ , PROJECT NO. DRAWING NO, 2810 Comlno Doi Rio souo,, s,rte 200, Sao Dl"llO, CA 9210l! •(&19)294-444-0 •ra,(6lO}m.-4442 ENGIN££R OF WORK REVISION DESCRIPTION 1-0-TH_E_R_AP~P-RC-V-Al--+-C-IT_Y_A~PP_R_OV-Al---i ~~~g ~~ ..... :,,-,-,._-1 RP04-4A/CT06·-18 431 -6 A I RO:::, 17188 ROS 9164 ' I I I I I \ ~ i \[!j r· I \ Q'.'. I tJ- 1 r c; I I I . ~ I / ~ {;v 0 0 \ °'!I 42.69RIM .,. 31.2 "' EXISTd_;CURB ANO I TTER I PROvlDE 2 R WS or_/·, GRA\1:L BAGS ROUND CURB URET I 25' ' 1 · 25' E: \EPACAD\12308-J Canda\305-3GRDD5-ERDSION.dwQ l I . I I I l l -ti IO ,~ I I I LOT 45 __ J ~i 1 ' 67 I 41 . .lB ---llf'F=44.30 LIMITS OF CLEARING AND GRADING -4 N 5$'50'1-5!'...-E__ PR VIDE 2 GRA LB ·•42 72 C -- ,42 232.2 ' - .. ,, . .. • ., :i. ,· • .• • .. .. . 1 '---... ' .:;"'.' '---... 1 41.54 t 41.32 .. -'r r;=----+-i:!::;:::;;t::::rl-'4---.-_~. =i!•r / }::, T I I I 42~;1L~ ;, I L \_:::_ -. =='J : ·:• I 'EXl$T • FF=45.50 FF=45.50 42.18. . , ; T.,.. [i' DRAINAGE ·• ·..-PAtttRN POR LOT 44 'y--------<.-~ gj ~(TY?.) ,413B I . :57 41.460 0 ~--: I . ~ ~ Ll~ITS O CLEARING AND GRADING : (f) j POR LOT 44 I z 0 (f) I □ l> '. •. I o ---□---: <( • NOTE i SEE SHEET 5 FOR LEGEND NOTES ROS 281 41.37 -. PROVIDE 2~ -=--42.2~ .. --.,_J,_.,___,,. ____________________ i __ 2 -7 ---r---------. ~VEL BAGS AROUNn-u --- 139.55 /""EXIST, FJRE HYDRANT a39. 73 39.92 LOT 43 MAP 535 BENCH MARK: DESCRIPTION: COUNTY OF SAN DIEGO BENCH MARI< OC155 AND USC & GS AND NOS-NGS BfNCf/ MARK STAMPED QC-15S STANDARD D15' LOCATION: O.S MILE NW OF THE INTERSECTION OF CARLSBAD BLVD AND ELM ST.; 0.1 Mil£ NORTI-1 Of 8RIDGE: O\IERGRQSSING RR g FEET £AST OF CL OF TRACKS AT $WITCH BOX. LQCAZFD IN CQNC 8A;ir OF RR SWJTCH BOX SIGNAL RECORDED: COUNTY OF SAN DIEGO ELEVATION: 20,044 DA WM: MEAN SEA lfVEL CUR8:RU"QET '-141.28 DATE: 1!-29-07 W.O. 12301!-3 DRfT: AMJ/MC CHK'D BY: ?MM/DAR ■PL.ANNING SCALE 1 "= 2D' I iRCE __ _ EXP, ___ _ DATE REVIE\IED .BY• l INSPECTOR DATE 1--1--+-----------t------t----1---;-----1I SH6EET I CITY OF CARLSBAD I SHE6ETS I i ENGINEERING DEPARTMENT :=:::::::::'...::+===============::::'...'::==~ EROSION C_ONTROL PLAN FOR: ROOSEVELT GARDEN CONDOMINIUMS I I LlnTVEDT. ffi0COLL er A00OCIATE0 IICl\11.. ENGINEERING 1-----lf----+----------------¾----+--+---~~--I i ',,,_/'✓ o/14-c APPROVED i / / . DAVID A. HA~SE •LAND SUP.VE'(JNG 1-----1---1----------------t----+--+----1----1 DEPUTY CITY ENGINEER PE33081 EXPIRES6 30 0 0 TE 1-----1-~-1----------------t----+--+----1----1 OWN BY:-+---PROJECT NO. DRAWING NO. DAT£ INlllAL DATE INITIAL DATE INITIAL CHKD BY ENGINEER 0-WORK REVISION DESCRIPTION 1-,0_.:.TH __ E.::_R_'".,_P.:..CROC...VA-"-l-+-~CI-TY-'-AP-'-PR-O--"A_.:.L-1 RVWD BY:. D(.-. RP04-4A/CT06-18 431-6A 2810 Camino Ool Rio Sooth, Sutt. 200. Son Plego, CA 92108•(619)294-IHO•Fa,(619)294-«+l r ~ ,