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HomeMy WebLinkAboutDWG 421-2; MS 04-03; CASA LAGUNA II; 01-02GENERAL NOTES 1. THIS PLAN SUPERStDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY · ()IC. CARLSBAD REGARDING IMPROVEMEN_TS SHOWN ON THIS SET OF PLANS .. 2. APPROVAL OF THIS PLAN DOES NOT LfSSfN OR WA/Vf ANY PORTION OF TH[ CARLSBAD MUNICIPAL COO£, RESOLUTION OF CONDlnONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL Rf\1/Sf THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS OOfS NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WDRK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVfREO OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL Bf PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ' 4. A RIGHT-OF-WAY PERMIT FROM THE, CITY ENGINEER f\1LL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RA TING OF "A AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GU/OE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA Vf BffN OBTAINED FROM TH[ CITY AND OTHER APPROPRIA Tf AGENCIES. 6. REVISION OF THESf PLANS MAY eE REQUIRED IF THE PROPOSED IMPROVEMtNTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF TH[ IMPROVEMENT AGREEMENT. 7. NO REVISIONS f\1LL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE Rf\1/SION BLOCK, ON TH[ APPROPRIATE SHEET OF THE PLANS ANO TITLf SHEET. 8. ORIGINAL DRAWINGS SHALL EfCOMf TH[ PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY fNGINE[R. 9. TH[ ORIGINAL DRAWING SHALL Bf Rf\1/SfO TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER fMERG[NCY VEHICLES SHALL BE MAINTAINfO TO THE PROJECT SIT[ AT ALL TIMES DURING CONSTRUCT/ON. 11. WHERE TRENCHES AR[ WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL 8[ SUBMITTfD BY A PROFESSIONAL ENGINEER OF TH[ STA TE OF Ci.~/FORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. TH[ SOILS REPORT v.1LL Bf SUBMITTED TO THE CITY fNG/NfERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN Fl[LD COMPACTION REPORT(S) SHALL Bf IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUC770N MEETING SHAii BE tiff Q AT Tt:tf SITf PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTfNDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION INSPECTION SUPERVISION TESTING AND ALL TH R A P T THE WOR . THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK 760-602-2740) AT LEAST FIVE(5) WORKING DA Y5 PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FDR PRECONSTRUCT/ON MEETING WILL BE MAD "Y CALLING THE ENGINEERING 24 HOUR INSPECTION REnUEST LINE AT 1760 43B-3891. ISPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ,,., UC n av □cc 'He :1Ei. . ' " ,,. " INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THf OWNER AND/OR APPLICANT THROUGH TH[ DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY OEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THf CONTRACTOR SHALL CONFORM TO LABOR COO[ SECTION 6705 BY SUBMITTING A DETAIL PLAN TO TH[ CITY [NG/NEER AND/OR CONCERNED AGENCY SHOWING TH[ DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CA \I/NG GROUND DUR'NG TH[ EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES F/Vf FEET (5') OR MORE IN DfPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. Ir TH[ PLAN VARIES FROM THE SHORING SYSTEM STANDARDS FSTABl /SHED BY THE CONSTRUCTION SAFETY ORDERS DTI F B CALIFORNIA ADMINISTRATIVE COD[. THE PLAN SHALL Bf PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA [XCA VA TION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO fXCA VAT/ON. 16. IF ANY ARCHAEOLOGICAL RESOURC[S AR£ OISCOVERE:O WITHIN ANY WORK ZONf DURING CONSTRUCTION, OPFRA TJONS f\111 CFASE lMM[DIA If/ Y. AND THE PERM/TT£[ WILL NOTIFY TH[ CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTTL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE DR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T/ON OF TRUCKS. EARTH MOVING [QUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO TH[ PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTH MOVING OR GRADING OPERA T/ONS SHALL BE CONDUCTED ON WEEKENDS DR HDUDA YS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT TH[ ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY TH[ CONTRACTOR TD THf CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF TH£ GRADING OPERATION. 19. NO BLASTING SHALL Bf COMMENCED f\1THDUT A CITY [NG/NE[R APPROVED BLASTING PROGRAM. 20. TH[ EXIST[NC[ AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON TH[ CONSTRUCTION PLANS WER[ 08TAIN[O BY A SEARCH OF TH[ AVAILABLE RECORDS. A TTfNT/ON IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN DR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. TH[ CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT TH[ UTILITIES SHOWN ON THf PLANS AND ANY OTHER EXISTING FACILITIES DR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL [X/STING FACILITIES ( ABOVEGROUND ANO UNDfRGROUNO ) f\1THIN TH[ PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF TH[ CONSTRUCT/ON PLANS IF IT /5 FOUND THAT THE ACTUAL LOCA TIDNS AR[ IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SE[ BELOW) AT LfAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SOG&E PA C/F/ C BELL ADELPHIA CABLE COMMUN/CATIONS COX COMMUN/CATIONS CITY OF CARLSBAD (STREETS & STORM DRAIN) • CITY OF CARLSBAD (SEWER, WA TfR & RfCLAIMfD WA TfR) ' SAN DIEGU/TO WATER DISTRICT • LEUCADIA WASTfWA TER DISTRICT • VALL[C/TOS WATER DISTRICT • OL/V[NHAIN WATER DISTRICT • BUENA SAN/TA TION DISTRICT • AS APPROPRIATE wg-C (800) 422-4133 (800) 660-7343 (800) 892-0123 (760) 438-7741 (760) 806-9809 (760) 434-2980 ~ 76 0) 438-2 722 760) 633-2650 760) 753-0155 ~ 760] 744-0460 760) 753-6466 760) 726-1340 STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL 8£ DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL [NG/NEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH[ FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. TH[ "R" VALUf TESTS ANO THE ENGINEERED STRUCTURAL SECTION MUST 8[ SUBMITTED TO TH[ ENGIN[ERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE TH[ WORK BEGINS. 2. STRffT LIGHTS SHALL Bf INSTALLED AS SHOWN ON THESE PLANS,UNDfRGROUND CONDUIT RUNS, SERVICE POINTS AND HANO-HOLES SHALL Bf SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STR[ET LIGHT FOUNDA T/ONS f\1LL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CR(jiS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIP[ SHALL Bf REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN P/PfS, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED v.1TH 3/4" ROCK PER SORSD S-4 TYP[ "c" ANO PIP[ MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE UN[ IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWfNTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPA(:TED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL Bf INSTALLED PER REQUIREMENTS OF TITLE 24. CALIFORNIA AOM/N/STRA T/Vf CODE. 7. STREET TRffS $HALL Bf INSTALLED PER SECTION IV D.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIR[ HYDRANT MARKERS SHALL 8[ PLACED IN THE STREET WITHIN THf LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 9, ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SfTS OF SURVEY (CUT) SHEETS SHALL 8[ PROVIDED TD THE CITY ENGINEERING INSPECTOR. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD ENGINEERING STANDARDS 2004 EDITION, VOLUME 1 - GENERAL DESIGN STANDARDS, CHAPTER 6 -DESIGN CRITERIA FOR GRADING SEWER LINES AND APPURTENANCES. 2. THf CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE 01\1/SION OF INDUSTRIAL SAF[TY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCT/ON SAFETY ORDERS. J. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL Bf OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY TH[ DISTRICT'S [NG/NE[R ANO SUPERINTENDENT. 4, BEFORE CONSTRUCTION B[G/NS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERM/ T SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO TH[ BfGINNING OF CONSTRUCTION. (TELEPHONE NO, [760] 438-3891) WATER NOTES I. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM TH[ DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA T/ON AND SHALL PROVIDE F~OOF OF OSHA NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF TH£ STATE CONSTRUCT/ON SAFETY ORDERS. 2. BEFORE ANY. CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL 8[ OBTAINED FROM THE C.M. W.0. OFFICE AND MUST BE c'/GNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPER,NTENDENT. 3, A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION (TELEPHONE N0.[619] 438-JB.91) FOR SCHEDULING. 4, NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE fASEMfNT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMfNCEMfNT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIR[ UN[ LOCATED BETWEEN THE DETECTOR CHECK VALV[ AND BU/LO/NG SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. S. ALL Rf CLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RfCLAMA TION RULES ANO REGULATIONS FOR THE CONSTRUCTION OF Rf CLAIMED WATER MAINS -CARLSBAD MUNICIPAL WA T£R DISTRICT", OCTOBER 1993 OR AS AMENDED. 1. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A $OILS TEST REPORT ANO DEMONSTRATES THAT PROTECTTON CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER f\1LL CONS/DfR AN ALTERNATIVE FORM OF PROTECTION. 8. ALL POTABLE WATER SERVICES SHALL BE 1" ANO ALL POTABLE WATER METER$ SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 9. ALL WATER M[TER BOXES SHALL Bf ARMORCAST. SITE 10. MINIMUM SPACING BtTWEEN POTABLf WATER LATERALS AND SEWER SERVICES SHALL BE 5 FfET, II. TH[ TOP OF WATER METER BOXES SHALL Bf FLUSH WITH TH[ FINISHED SURFACE GRAD[. "DECLARATION OF RESPONSIBLE CHARGE" I HfRfBY DECLARE THAT I AM TH[ [NG/NEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF TH[ PROJECT AS D[FINED IN SECTION 6703 OF THE BUSINESS AND PROF[S5/0NS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAf\1NGS AND SPECIFICATID~S BY THE CITY OF CARLSBAD DOES NOT REL/EV[ ME AS ENGINEER OF WORK, OF MY RESPONS/8/L/Tl[S FOR PROJECT DESIGN. FIRM: £ RICC{. CIVIL ENGINEERING ADDRESS: 1014 W WASHINGTON ST, CITY, ST.: SAN 0/t:GO, CA. 92103 TELEPHONE: (619) 296 3183 BY: ~/: 1ft Jg Ow;; ERICK L. RICCI R.C.E. N0.:~3=2~10=3 ___________ _ REGISTRATION EXPIRATION DATE: 12-31-04 No. 3fl03 . lt-31- ~ . I -I I .......... ..! " ' • SHT.3 I i · •· I I . 1 1 ;,_ u .... 1 zo;i ............ j l J ....... ---1 ,-... · .............. ) _.,.__""'-=---~-~ ... -·-· 40' INDEX MAP SCALE: 111 = 40' o· SCALE: 1• = 40' CITY OF OCEANSIDE PACIF'IC OCEAN 7s \\ \ ·BO' AVE CITY OF ENCINITAS CITY OF VISTA VICINITY MAP NOT TO SCALE OWNERS CASA LAGUNA GROUP INVESTORS, LLC 2171 [L CAMINO # 202 OCEANSIDE, CA. 92054 (760-721-6499) BASIS OF BEARINGS: THE BASIS OF BEARING;:; FDR THIS PROJECT IS TH[ NORTH RIGHT OF WAY LIN[ OF LAGUNA DR/Vf AS SHOWN ON ROS 15312 AND ROTATED PER NAO 83 BASIS OF BEARINGS l.f. N89'24'02"W (N89'50'5o·w P[R ROS 15312) SHEET INDEX SHEET 1: COVER SHEET. INDEX MAP. NOTES AND LEGEND SHEET 2: SEWER, WA TEk AND STREET PLAN AND PROFILE REFERENCE DRAWINGS 141-7, 142-2, 273-4, 315-2 & 404-4 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY PHDTOGRAMETRIC METHODS FROM INFDRMA TION GATHERED ON JIINE 9, 2000, BY CHRIS NELSON & ASSOC/A TES. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 155-223-20 THE CALIFORNIA COORDINA Tf INDEX OF THIS PROJECT IS N 365 f ___ -'-16e,6:,:5c..._ ____ _ BENCH MARK DE,-CRIPTION: 2 5" DISK STAMPED CLS/3 130 LCCATION: SE. COR. OF ORA/NAG£ BOX INLET AT TH£ END OF CURB Rt:TURN AT NE, COR. OF GRAND & WASHINGTON ST R[CORDEO: -"l.:..ci""'-"u.__ ______________ _ ELEVATION: 40.91 D4 TUM:_.mM,..,,.S,..L~. ___ _ I . ''. I •. ' ' ' I EXISTING: DESCRIPTION SYMBOL S[WER MAIN --s-- SfWER ACC[SSHOLE -s-o SEWER LATER AL ~) 8" WATER MAIN -w- 8" G. \I --©- EXISTING WATER SfRV/Cf (1") f--D-w.M~jr) PROPERTY LIN[ ---- UNIT LIN[ ----------- W.M. WATER METER EXIST. CATCH BASIN ";J ,:;·· LEGEND (CONT.) DESCRIPTION PROPOSED B" SEWER PROPOSED $fW[R LATERAL (4") AND CLEANOUT PROPOSED WATER SERVICE (1 ") AND WATER MflfR (5/8") PROPOSED( ACCfSSHOLE) SEWER MANHOLE R/W DWG. NO. S5 S7 W3 S1 60' ROW SYMBOL --s-- •c.o. © 1---{J---@) 0 30' 30' 20' 20' I I (2%) J_ (2%) .... --=-----=--..... 10' 5 .• QUANTITY 173 L.F. 4 EA. J fA. 2 fA. R/W "--·"EW C8. G EX. IO"A.G.-:---..., WATER MAIN j EX. 10" V.C.P. j SEWER MAIN & 5/W '-Ex. £LEG. CABLE '-Ex. 2" H.P. GAS MAIN EX. 36" R. C.P. STORM DRAIN LEX. 12" C.P. STORM DRAIN TYPICAL SECTION EX. 10" SEWER FORCE MAIN LAGUNA DRIVE SECTION 1 "=4' VERT. 1 "=20' HORZ, NOTE: LOCATION OF EX. UTILITIES SHO'M'I HEREON IS APPROX/MA TED. VERIFY LDC. BEFORE CONSTRUCT/ON OF NEW UTILITIES. WORK TO BE DONE TH[ IMPROVEMENT WORK. SHALL Bf PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS 0/RECTfO BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4, RESOLUTION NO. 5614 AND 5615 DATED MAY 5, 2004 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GRffN BOOK). 6. SOILS REPORT AND RECOMM[NDA TIONS BY DALE R. REGLI DA TED APRIL 2, 2003 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS 8. LOCAL COASTAL DEVELOPMENT PERMIT. CDR 03-30, CONDITIONS DA TED MAY 5, 2004 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TfD (EXEMPT) 10. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SP[CIFICA TIONS FOR WATER, SfWER AND RECLAIMED WA TfR. LEGEND DESCRIPTION 6" TYPE G CURB & GUTTER CONCRETE SIDEWALK RESIDENTIAL DRIVEWAY TRENCH RESURFACING PROPOSED /RR/GA TION SERVICE (3/4") STREET SIGN & S" CURB ONLY 11!:WER MAIN CLEANOUT DWG. NO. G-2, SDRSD G-9, SDRSD G-14A, SDRSD SOG-10 7, SDRSD W3 MUTCD G-1 S-3 SIGNING AND STRIPING NOTES SYMBOL tZZZZZZZJ f----0-----® ... QUANTITY 48 L.F. 91 SQ. FT. 25B SQ. FT. 54 L.F. 1 EA. !I l!A. 1115 L.F. 1 EA. 1. THE CONTRACTOR IS RESPONSIBL[ FOR /NSTALLA TION OF ALL SIGNING AND STRIPING. 2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DfV/CfS (MUTCD) 2003 EDITION AS AMENDED BY TH[ MUTCD 2003 CALIFORNIA SUPPLEMENT, THE CAL TRANS STANDARD SPECIF/CATIONS (2002 OR LA TEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS, J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK ANO PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANG[ IN THE FIELD. 5. ALL STRIPING SHALL BE RfFLfCT/Vf PER CAL TRANS SP[C/FICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. 6. ALL S/GNAGE SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS AND SHALL USE ENCAPSULA TfD LENS REFLECTIVE SHEETING (HIGH INTENSITY OR [QUAL). 7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AN!., MARKINGS v.1THIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "UK[ NEW" CONDITION, IN A MANNER Mf[TING THE APPROVAL OF THE CITY INSPECTOR. 8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED L/N[S, MARKINGS AND 9. PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL Bf PROMPTLY REMOV[D BY THE CONTRACTOR. ALL PAVEMENT LEGENDS SHALL 8[ THE LATEST VfRS/DN OF THE CAL TRANS 1D. STENCILS. LIMIT LINES SHALL BE FIELD LOCATED. 11. ALL LIMIT LINES AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNL[$$ 12. OTHERf\15E SPECIFIED. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO TH[ MUTCO 2003 13. EDITION AS AMENDED BY THE 2003 CALIFORNIA SU.OPLEMENT AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE MUTCD 2003 EDITION 14. AS AMENDED BY THE 2003 CALIFORNIA SUPPLEMENT UNLESS OTHERWISE SPECIFIED. SIGN POST SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY 15. BASE PER SAN DIEGO REGIONAL STANDARD DRAf\1NG M-45. WHEN SIGN IS A TTACH[D TO A POLE, IT SHAU BE MOUNTED USING STANDARD 16. CITY MOUNTING BRACKET f\1TH TRAPS. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND 17. INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO Bf RELOCATED OR TO REMAIN. CITY OF CARLSBAD FIRE DEPARTMENT "AS BUILT" REQUIREMENTS NO. OF F.H.(S)_O_F.FLOW N/A G.P.M. OUT OF_D_F.H.(S). £2;?&,-."' y. W:fl~. fl-c.4.-~ BLD;PRINKLED@8 .. F.FLOW 1500 G.P.M. MIN. ~. ~UQ~ EXP. /Z.~c0':I DATE CARLSBAD MUNICIPAL WATER DISTRICT ,.~ ,.1 I ~ 4-~,t;.~)c'-?~ . -., --,_.. I~~.., Fl, MARS~ALl l 1DAT{ a,w-ROBERT J. WOJ K DATE -~1,,1,, DEPUTY CITY ENGINEER, R.C.E. 33698 EXP. &-30-06 INSPECTOR DATE i SH1ET I CITY OF CARLSBAD I SH2TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: 658-660 LAGUNA DRIVE LAGUNA DRIVE STA.: 7+37.35 / 8+27.35 (CURB, GUTTER, SIDEWALK, AND DRIVEWAY) APPROVED: LLOYD B. HUBBSd}""' ~◄r <z.,~ ~~iA:. J~/9,/0"{ CITY ENGIN~ R W. -3889 EXPIRES12-31-05 -DATE I "'-lb-"'-tff.t..R, /1\ AS -BUILT DATE DWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL DATE INITIAL &i.J REVISION DESCRIPTION CHKD BY: MS 04-03 421-2 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: --,.-.,-0 , CMWD ____ _ - - -I 01t1os '-·· .. ,. .I ------. •• •• • ; -· ····••4••· •• -·I···· ' , ;--:· .:·.:··.~-·-.: .. -... :·.::: . =·:t·::·:: .:i.:: ~ ... .. ·:. :: /. .. -:·. -1 ER.fee· .. '··• --t ; -·-·-;. ... ····:! ··:·A~=~r. ··-·--•:•- -< -·• : l I •• j.. •• _, ::::L:~>r~-i i ······ ...... ··· ! l -J -+--+--i-' . :: ' - ! I 1 ·······1 ·····+·· , .. · .. r·· ' -. . • ::._.__._,.__MO~'<"' ..... --'.--_· -«--.. ).. ;. .. :._··-·--:J·.:·. _·.::!.;··--.. ·-· ..... ' ,•·.: . ····+·· .. ·········- ··. ·-:-:·+"· .:~:· ·.:~~J··-·::·::< . ··.:+· : ·· _::: ... ;~~ j:~.0:r:~]··~··:..-J.. -. .-:.+-:::-. .-· --....-@-.-- SCALE f"= 20' REMOVE EXISTING 18' WIDE DRIVEWAY AND REPLACE WITH NEW CURB & GUTTER & S W STA. 7+58.60 TO 7+76.85 2"WAT! JI! S~JIIVICt---1--. ( WITH 4-1 'LAT. OFF OF IT) REMOVE PORTION OF EXISTING II .. <( z ::, ¼-c., ii <( >!.., >< '"'I Id 6" WIDE CONCRETE WALL ;====l:=====!;===Jclt=i!=!=l{J.l1 WITHIN NEW DRIVEWAY REMOVE EXISTING 1 8' WIDE DRIVEWAY AND REPLACE WITH NEW 24' DWY. (CENTERLINE STATION 8+13.35). AND NEW CURB & GUTTER LAGUNA DRIVE 8+ 16.35 NEW M.H.# TOP 41.97 I.E.( 2.82) 0 I.('; .I-I , I, ;c CAUTION! EX. 2"H.P. GAS MAIN EXIST. FIBER OPTICS (CABLE ENC.) ··r·.··· ...... . 11 +00 7+37.35 PROPERTY LINE EXIST. VAULT TO REMAIN BACKFLOW PREVENTEJIIS., FOR UNITS 3~ 4 ----" IRRIG. z c.,"2 z(/) l<'.Lo.J ct'.Z ~:5 Lo.J ocr zc:: U-1 U-2 GARAGE GARAGE STA. STA. 10+8~ a PUBLIC UTILITY AND N 00'36'30" E ~I ,,; I +I ::: I ~ I (/) w NO PARKING FIRELANE SIGN A ACCESS EASEMENT'<:"~ s -----•11 !oo 6"C.8.&GUT. s.-----•1 ct_ PRIVATE DWY. 2'WIDE PLANTER :II' UNIT P/L 246.00' NEW C. Q,_ TOP 42.BO I.E. 37.35 GAR. ST~_ 12+07 U-3 -----!----~---------,---------- 15• C.O. S1T1A8.9 Q 1-..... -.-...-.(,S --+ -· I w NEW M.H. 2 OP 41.80 I.E. 36.33 GAR. U-4 NO PARKING FIRELANE SIGN NO PARKING FIRELANE SIGN 245.98' BASIN 8.60 !::!QIE.; 3: " ... N N i?l z REPLACE EXISTING STRIPING INSTALL 1" WATER SERVICE FOR DOMESTIC USE W/3/4" METER SEWER LATERAL TABL[ UNI STA. SHT. DIST. FROM INV. LAT. DROP TO No. No. DOWNSTREAM AT LENGTH TO MANHOLE MAIN MAIN 1 10+85 2 85.00' 34.50 16.00' 1.20' 2 11 +06 106.00' 34.94 3 11 +89.!5 26.5()' 36.82 16.80' 0.70' 4 12+07 44.D0' 37.16 0.68' o· 1 o· 20' 40' 60' - -- - SCALE: 1 "= 20' Mp n , WQ C LAT. F.S. DEPTH SLOPE AT BELOW % C.O. F.S.@ GAR. 19.0% 43.00 5.0' 11.80% 2.0% 43.02 43.23 PLAN VIEW UTILITIES AND PUBLIC IMPROVEMENTS ~ SIDEWALK TO MEET NEW A.D.A. REQUIREMENTS AT DWY PER G-14A BENCH MARK: DESCRIPTION· ~ 5" DISK STAMPED CLSB 130 LOCATION: SE. COR, OF DRAINAGE BOX INLET AT THE END OF CURB RETURN A-; NE COR OF GRAND & WASHINGTON ST. RECORDED· 5 13 01 ELEVATION· 40,91 DATUM; M.S.L. I I l1 0 E RICCI, CIVIL ENGINEERING CIVIL ENGINEERING • SURVEY NG * LAND PLANNII 'G 1014 W. WASHINGTON STREET · SAN DIEGO, CALIF. 92103-1808 619 296-3183 DESIGNED BY: M.A.B. DRAFTED BY: T. Nguyen ENGINEER OF WOR<·fridrJ"':'OA;iD•JE: IO:£.D/t ERIC L. RICCI, R.C.E.32103 JOB No. 03-1001 SHT 2 OF 2 11 GARAGE UNIT 2 4.0'S/W :")' 5' 24' PUBLIC UTILITY & ACCESS EASEMENT 24' 12' 12' 2' 1 o· 5' 4' 7' 2.00' PLANTER 3•1 PAVING SECTION 6" CONCRETE WITH #3 BARS ON 18" CENTER. BOTH WAYS, ON 1?. INCHES OF RECOMPACTED NATIVE SUBGRADE SOIL COMPACTED TO A MINIMUM OF 95% OF MAX. DRY DENSITY -j 2%..::!:i. ·~ • .. , ... ' 111 4' S/W 000 3-f" P.VC. ) WATER SERVICES 36"MIN. COVER B" P.V.C. SEWER MAIN w !;;: w >> o:'cr 0.0 c,.J ~ 4% MAX. c.:i '-o:i 0 • "' 2% - SECTION A-A PRIVATE STREET SECTION (LOOKING NORTH) N.T.S. P/L PLANTER '' ·J .:r-.. ···-t ··-•❖•-=-. . ' ---.·. :·:·:· •··:.:,:-l-J: -: ·····-·-·-·-·1•--· + ---"'-r ·--·-, , ,· .:+.:· . -" ... Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 11 AS BUIL T 11 REVIE\./ED BY• efs:~ 11-14-q,5 DATE 1---1--+-----------t---t---t----i----i I SH2EET I CITY OF CARLSBAD I SH2EETS I ENGINEERING DEPARTMENT ;::::==-'========:::::::::::===='..-==::=====; AS-BUILT DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL 11 DATE INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR: 658-660 LAGUNA DRIVE LAGUNA DRIVE STA.: 7+37.35 / 8+27.35 (CURB, GUTTER, SIDEWALK, AND DRIVEWAY) APPROVED: LLOYD B. HUBBS (11'" 'f &( 4 <s<~J.-1'-fv;r:"4 1~<tfa CITY ENGIN R.C.E . .if:3889 EXPIRES12-31-05 DATE PROJECT NO. DRAWING NO. MS 04-03 421-2