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HomeMy WebLinkAboutDWG 404-4; CT 01-16; CASA LAGUNA; 01-03GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUS!. Y APPROVED BY THE C/Tl' 0: CARLSBAD REGARDING IMPROVEMENTS SHO'MJ ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE. RESOLUTION OF CONDITIONAL APPROVAL. C/Tl' STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCO\/ER£D DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMP7l. Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQU/Rrn FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERM/ T ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITI' 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~ A RATING OF "A" AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY 8ES7S" KE;Y RATING GUIDE 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA \IE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITI' ENGINEER, NOTED WITHIN THE R£VISION BLOCK, ON TH£ APPROPRIATE SHEET OF THE PLANS AND TITI£ SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITI' UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA WING SHALL BE REVISED 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 EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRIS£0 OF: (A) SUMMARY SHEET, (BJ LABORATORY WORK SHEETS AND {C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER at THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. TH£ WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMM£DIA TEL Y SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A f'RECONS1RUCDQN MEETING SHA! f BE HELD AT IHE SITE PRIOR TO THE fFGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES R"JPONSIBLE FOR CONSTRUCTION. INSPECTION, SUPERVISIONt TESTING AND ALL R ASP C TH RK THE CONTRACTOR SHALL SCH15ULE THE MEETING THROUGH THE PERMIT CLERK 760-602-2740) AT LEAST FI\IE:(5) WORKING DAYS PRIOR TO STARTING CONS UCTION. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 1J. ALL INSPE;CTION REQUE;STS QTH£R THAN FOR PRE;CONSTRUCPQN MEE;TING WILL BE AD BY CALLING THE NG/NEERING 24-HOUR INSPECTION Rf: UEST LINE AT 6 -a='-isi';='--ii-cr-'-ii,r-'T ECEIVED PRIOR TO 2: 00 P.M. ECTIONS WILL BE MAD THE RK DAY UNLESS YOU OTHER . REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCH£DULED FOR TWO FULL WORK DAYS LATER. 14. THE O'MJER AND/OR APPLICANT 7HROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETI' DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEAL7H STANDARDS, LAWS AND REGULATIONS. 15. 7HE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY 5UBMIT71NG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR 07HER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM 7HE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCH£$ FIVE: FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION, IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESIABf/SHED RY THE CQNSTR/!CDQN SAFETY ORDERS DD E B CALIFORNIA ADMINISTRA TI\/E; CODE. THE PLAN SHALL B£ PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE QISCQ\IEREQ 'MTHIN ANY WORK ZONE DURING CONSTRUCTION, QPERA DONS Will CEASE !MMEQ/A m Y, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THER£TO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, £ARTH MOVING £QUIPMENT, CONSTRUCTION £QUIPM£NT AND ANY OTH£R ASSOC/A TED GRADING EQUIPMENT SHALL BE UM/TED TO THE: PERIOD BETWEEN 7: 00 A.M. AND SUNSET £ACH DAY, MONDAY THRU FRIDAY ANO NO EART/-1 MOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. AY, OFF-SI~ HAUL ROUrft ~H1tto~ -f!!-BM11if5Hi BY Tl-/£ ~TRAC~~ ii Tl-If TY ENG1Nt: FOR APPl[vALWOING DA\'S PT toJJ7NTG o r;gg~RRtna 91!'!JJft%irgRJZtitotErl~S:01/PJ!fl&tO!Jwf ls lf8f'hsB1r v:A§: GRADING OPERATION. 19. N; BLASTING SHALL BE COMMENCED WITI-IOUT A CITY ENGINE:ER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS l',fRE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO Tl-/£ POSSIBLE E:XISTENCE: OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHO'MJ OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. Tl-IE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE: UTILITIES SHOWN ON THE: PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHO'MJ. 21. THE CONTRACTOR SHALL VERIFY THE: LOCATION OF ALL EXISTING FAC/L/71£5 ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE sumCIEN7l. y AHEAD OF THE CONSTRUCTION TO PERMIT 7HE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT Tl-IE ACTUAL LOCATIONS ARE IN CONFLICT WIT/-/ Tl-IE PROPOS£D WORK. 22. Tl-IE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BE:LOW) AT LEAST TWO FIJLL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR TI-IEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL DANIELS CABLEVISION CITY OF CARLSBAD(STREETS AND STORM DRAIN) "CARLSBAD MUNICIPAL WATER DISTRICT(SEWER,WATER, RW) 'SAN DIEGUITO WATER DISTRICT *LEUCADIA COUNTY WATER DISTRICT *VALLECITOS WATER DISTRICT "OLJ\/ENHAJN WATER DISTRICT *BUENA SAN/TA TION DISTRICT • AS APPROPRIATE 0: \088\03\24\IMPI.DWG 10-38-02 11: 04: 04 om EST 1-800-422-41JJ (760)4JB-6200 (760)489-3441 (760)438-5241 [; 76~ 602-2720 760 438-2722 760 753-1145 f 76~753-0755 760 744-0460 760 753-6466 (76 ~565-5657 STRQT NOTES 1. ACTUAL STRUC71JRAL SEC110N5 IIILL 8E DE:TERMINE:O AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEE:R OF Tl-/£ STAT£ OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON Tl-/£ PREPAR£0 BASEMENT SOIL. Tl-IE "R" VALUE TESTS AND THE ENGINEER£0 STRUCTURAL SECTION MUST BE SUBMITTED ro THE ENGINEERING INSPE:CTOR FOR REVIEW AND APPROVAL A MINIMUM OF 00 (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALL£0 AS SHO'MJ ON Tl-/£5£ PLANS.UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOL£5 SHALL BE: SHOWN ON Tl-/£ "AS-BUILT" PLANS. NO DIRE:CT BURIAL STREET LIGHT FOUNDA TIC/NS WILL BE: ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE. J. ALL UNDERGROUND UTIUT/£5 AND LATERALS SHALL BE INSTALLE:D PRIOR ro CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WIT/-/ A MINIMUM D-LOAD OF 1,J50. FOR PRIVATE STORM DRAIN PIPES. UP TO 15" PVC MAY BE: UTILIZED PROVIDED DEP7H IS LESS TI-IAN 15 FEET AND BACKFILLED WIT/-/ J/4" ROCK PER SDRSD 5-4 TYPE •c• AND PIPE MEETS ASTM STANDARD JOJ4 FOR SOR J5 SOLID WALL PIPE:. 5. l'Jf-/ER£ AN E:XISTING PIPE LINE 15 TO 8E ABANOON£D IT SHALL BF: RF:MOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO RE:PLAC£0 WIT/-/ PROPERLY COMPACTED SOILS. IN 07HER AREAS THE PIPE WILL 8£ PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY Tl-IE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL 8E INSTALL£0 PER REQUIREMENTS OF 7171.£ 24, CALIFORNIA ADMINISTRA TIV£ CODE. 7. STREET TRITS SHALL 8E INSTALLED PER SE:CTION IV D.J OF TH£ C/Tl' OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL 8E PLACED IN Tl-/£ STRE:ET WIT/-1/N Tl-/£ LIMITS OF l'IORK OF TI-IIS PLAN PER SDRS 0KG M19. 9. ALL SURV£Y MONUMENTS AND POINTS Tl-IA T ARE: DISTUR8£0 BY Tl-/1S WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. 00 (2) SETS OF SURV£Y (CUT) SHEETS SHALL 8E PROVIDE:0 TO THE: C/Tl' ENGIN£tRING INSPECTOR. SEWER NOTES 1. SEl'tER MAIN AND APPURTENANCES SHALL BF: CONSTRUCTED IN ACCORDANCE MT/-/ THE: "CARLSBAD MUNICIPAL WATER 0/STRICrs SE:WER SYSTEM -OE:SIGN CRITERIA, STANDARD DRAWING AND SPE:CIFICA TIONS", AND Tl-/£ STANDARD SPECIFICATIONS, MARCH 199J, AND Tl-IE STANDARD SPEC/FlCATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST £DITION (GRE:EN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. J. BEFORE ANY CONNECTION TO THE 0/STRICrs EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM 1rlE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTR1crs ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY. A C/Tl' RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. Tl-/£ CONTRACTOR SHALL NOTIFY Tl-/£ C/Tl' OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO Tl-IE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. [760] 4JB-J891) WATER NOTES 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTR1crs PROCEDURAL GUIDE -GENERAL DESIGN REQUIREMENTS AND STANDARDS AND SPEC/FICA TIONS FOR CONSTRUCTION OF PUBLIC POTABLE WATER FACILITIES, DATED OCTOBER 199J, OR 1HE LATEST REVISION. 2. THE CONTRACTOR SHALL OBTAIN AN E:XCA VA TION PERMIT FROM 1HE DIVISION OF INDUSTRIAL SAFETI' BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF Tl-/£ STA TE CONSTRUCTION SAFETY ORDERS. J. BEFORE: ANY CONNE:CTION OR SHUT DO'MJ OF VAL 'IES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL 8£ OBTAINED FROM THE: C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPE:RINTENDENT. 4. A PRECONSTRUCTION CONFERE:NCE /./££TING SHALL BE: HE:LD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. Tl-/£ CONTRACTOR SHALL NOTIFY Tl-/£ CITY OF CARLSBAD ENGINEERING INSPE:CTION 48 HOURS PRIOR 10 BEGINNING OF CONSTRUCTION (TELEPHONE N0.[619] 4J8-J891) FOR SCHE:DULING. 5. NO TREES OR STRUCTUR£S SHALL 8£ ALLOWED IN Tl-/£ WATER LINE: E:ASEMENT. ALL EXl571NG TREES AND 5TRUCTIJR£S SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY E:XCEPTIONS SHALL RE:QUIRE: WRITTEN PERMISSION FROM Tl-IE DISTRICT £NG/NEER. ll. 7HE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE: OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN 7HE DETECTOR CHECK VAL V£ AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL 8£ CONSTRUCTED IN ACCORDANCE WIT/-/ 7HE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR Tl-IE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT", OCTOBER 199J OR AS AME:NDED. 8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL 8E PROTECTED BY MEANS OF CA THOD/C PROTECTION. IF DE\/ELOPER/O'MJER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES TI-IAT PROTECTION CAN BE PERFORMED IN AN07HER MANNER, THE DISTRICT £NG/NEER WILL CONSIDER AN AL TERNA TI\/E FORM OF PROTECTION. "DECLARATION OF RESPONSIBLE CHARGE" I HER£BY DECLARE THAT I AM THE ENGINEER OF WORK FOR Tl-/15 PROJECT, THAT I HA VE EX£RCIS£0 RESPONSIBLE CHARGE 0\11:R Tl-IE DESIGN OF Tl-IE PROJECT AS DEFINED IN SECTION 670J OF Tl-/£ BUSINESS ANO PROFESSIONS CODE. AND 7HAT Tl-IE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY Tl-IE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBIL/7JES FOR PROJECT DESIGN. FIRM: E RICCI, Cl\1L £NG/NEERING ADDRESS: 1014 It'. WASHINGTON 57: CITY, ST..-SAN DIEGO, CA, 9210,3 TELEPHONE:: (612) 296-3183 8)': 6Ae/6: e G-2.-ec.,, oATE, __ ....._1-2.._. i"'w""""'-oz'-"-_ ERICK L. RICCI R.C.£. N0.:..:3:.2,..,.10"'J __________ _ REGISTRATION EXPIRATION DATE: ~IZ---J-l-~Q~-'---- ,i> No. 3210 . e••· ,g.,1- c \.- &- DESCRIPTION SYMBOL SEWER MAIN --s-- SEWER ACCESHOLE --0 U-7 I ' SEWER LATERAL -® SEWER CLEANOUT ----0 -@ U-8 I 10" P. V.C. MAIN --If-- I I --j ____ lJ'--'----,~.._____,__J I I LJ=::::'_.'j 8" G. V. --0--- EX!STJNG WATER SERVICE I------® MANUAL AIR -• -@ RELEASE ASSEMBLY U-t ' FIR[ HYDRANT ASSEMBLY 1-0----3:) ~ i 4------------, ~ I I r1---~ I ~~ I U-10 I I I --1 WATER SERVICE (1 ") • --® /RR/GA T/ON SERVICE (2") • -® PROPERTY LINE ---- UNIT LINE EX/ST/NG STRUCTURES u-2 DESCRIPTION DWG. NO. PROPOSED B" sa£R PROPOSED B" WATER PROPOSED SEl',£R LA 7E1?AL PROPOSED WATER SERVICE: PROPOSED( ACCESSHO/.E) S£WE:R MANHOLE: SCALE: PROPOSED GATE VALVE ll'-1 "· ll'-16 SYMBOL --s- w .c.o. ~ • @I 0 l8l lt'ORK TO BE DONE Tl-IE: IMPROVEMENT WORK SHALL 8E P£RFORM£0 IN ACCORDANCE IMT/-1 Tl-/£ FOLLOWING DOCUMENTS, CURRENT AT Tl-/£ TIME OF CONSTRUCTION, AS DIRECTED BY 1HE CITI' ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. 7HIS SET OF PLANS 4. 5. 6. 7. 8. 9. 10. R£SOLUTION NO. 5182 DA TED JUNE: 5, 2D02 Tl-/£ STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). SOILS REPORT AND RECOMMENDATIONS BY DALE R. REGLJ DA TED AUGUST 7, 2002 1HE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY Tl-IE C/Tl' OF CARLSBAD STANDARDS CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED JUNE 5, 2002 E:NVIRONMENTAL APPROVAL DOCUME:NTS DA TED MARCH 7, 2002. Tl-/£ CARLSBAD MUNICIPAL WATER DISTR1crs STANDARDS AND SPE:CIFICA TIONS FOR WATER, SEMR AND RECLAIMED WATER. LEGEND QUANTITY 2J8 L.F. 245 L.F. 12 EA. 2 £A. 1 F:A. DESCRIPTION CONCRETE LUG Z-10" C900 P.V:'C. STORM DRAIN TYPE: 8 CURB INLET TYPE C PEDESTRIAN RAMP CROSS GUTTER LOCAL CURB DE:PRESSION DWG. NO. D-6J, SDRSD 0-2, SDRSD G-29. SDRSD GS-20 DS-1 SillBOL Fl fol =<?S>- QUANTITY 1 EA. 10.50' L.F. 1 £A. 2 EA. 1 £A. 1 EA. 40' O' 1· -40' 40' ll" TYPE G CURB & GUTTER G-2, SDRSD 119.45 L.F. 1# _. 40' PROPOSED /RR/GA TION SERVICE 1 EA. SCALE: CONCRE:TE SIDE:WALK PROPOSED AUTOMATIC AIR RELEASE VAL \IE • 1 £A . CITY or OCEANSIDE ,.8 PACIFIC OCEAN GA CITY or ENCINITAS NOT TO SCALE CITY OF VISTA ~o~ CITY or :,,-~~SAN MARCOS VICINITY MAP NOT TO SCALE OWNERS CASA LAGUNA GROUP INVESTORS. LLC 2171 £!. CAMINO I 202 ~ANS/DE:, CA. 92054 (7110-721-6499) BASIS OF BEA.RINGS: Tl-IE BASIS OF BEARINGS FOR 11-115 PROJE:CT IS Tl-/£ NORTH RIGHT OF WAY LINE OF LAGUNA DRIVE: AS SHOWN ON ROS 15J12 AND ROTA TED PER NAO BJ BASIS OF BE:ARINGS I.E. N89'24'02"W (N89'50'50"W PER ROS 15312) SHEET INDEX SHEET 1: COVER SHEET, INDE:X MAP, NOTES AND LEGEND SHEET 2: SEWE:R, WATER AND STREET PLAN AND PROFILE REFERENCE DRAWINGS 141-7, 142-2, 27J-4, .t J15-2 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON 1HESE PLANS WAS GENERATED BY PHOTOGRAME:TRIC ME:THODS FROM INFORMATION GATHERED ON JUNE: 9, 2000, BY CHRIS NELSON & ASSOC/A TES TOPOGRAPHY SHOWN Hf:REON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION TI-IIS PROJECT IS LOCATED W/7HIN ASSESSORS PARCEL NUMBER(S) 155-223:-QR & Q9 THE CALIFORNIA COORDINATE INDEX OF 7HIS PROJECT IS N ~5 E-~t6~6~5'-------- BENCH MARK DE:SCRIPTION: 2 5" DIS/< STAMPED Cl SB-130 LOCATION: SE; COR. OF DRAINAGE BOX INl ET AT 1HE END OF CURB _RE!Lm~R~N!itAI~NE~~c~OR'.'.'.:~Of~GR~A'.'.'.N:D::'.&::'.'.w.~"s:H:'N'.'.'.G~IGN'.::'.::sz:'.::= RECORDF:D: . ELEVATION: 40,21 DATUM:_..IJ~,s_.L_, ___ _ R/W--........ 60' ROW .JO' 10' 20' SAW CUT--i LINE -G:rL (2%) 7:::. ....---:-:::::::: "::)] --======-[}:::-- I 4" A.C. ON & 8 12 • A.B. MIN. NOTES j 1 20' REMO'vF EX. CB, G 10' R/W & S/W 5. V4R!Es ( 2%,) ,If;, ro~ · ,._~ ...,, __ NEW CB. G \_ & S/W ex 1o"A.c. ~ WATER MAIN U EX 2" H.P. GAS MAIN EX 10" V.C.P.J SEWE:R MAIN ex 10· S£WE:R FORC£ MAIN \_ EX 12" C.P. STORM DRAIN ..___ EX .J6" R.C.P. STORM DRAIN TYPICAL SECTION LAGUVA DRIVE SECTION N. T.S. NQ1F; LOCATION OF £X UTTUTTES SHOWN HEREON IS APPROX/MA TED. VERIFY LOC. BEFORE CONS7RUCTTON OF NF:W UTTU11ES. 6" CURB ONLY G-1, SDRSD 7HRUST BLOCKS W15, W19 SIGNING AND STRIPING NOTES 1. SIGNING, STRIPING AND PAVEJ./ENT MARKINGS SHALL CONFORM TO THE LA TEST CAL TRANS TRAmC MANUAL, CAL TRANS STANDARD SPECIF/CATIONS (JULY 1995 OR THE LA TEST VERSION THEREOF) 7HESE PLANS AND THE SPECIAL PROVISIONS. 2. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE JM HIGH INTENSITY SHEETING OR EQUAL. J. ALL PAVEMENT LEGENDS SHALL BE Tl-IE LA TEST VERSION OF 7HE CAL TRANS METRIC STENCILS. 4. LIMIT LINES SHALL BE FIELD LOCATED. 5. ALL UMIT LIN£S AND PAVEMENT LEGENDS SHALL BE TI-IERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 6. FIRE HYDRANT PAVEMENT MARKER SHALL CONFORM TO THE LA TEST CAL TRANS TRAmc MANUAL UNLESS OTI-IERWl5£ SPE:CIFIED. 27.89 L.F. 4 EA. 7. ALL SIGNS SHALL BE STANDARD SIZE AS SHO'MJ IN Tl-/£ CAL 11'/ANS TRAmC MANUAL UNLESS OTHER'MSE SPE:CIFIE:D. B. SIGN POST SHALL BE SQUARE: PERFORATED STEEL TUBING WIT/-/ BREAKAWAY BASE PER SAN DIE:GO RE:GIONAL STANDARD ORA WINGS M-45. 9. WHEN SIGN IS A TTACH£0 TO A POLE, IT SHALL 8£ MOUNTED USING STANDARD CITY MOUNTING BRACKE:T WITH STRAPS. UTILITY DISTRICT APPROVAL(S) CITY OF CARLSBAD FIRE DEPARTMENT "AS BUILT" REQUIREMENTS NO. OF F.H.(s)_Q_F.FLOW N/A G.P.M. OUT OF_o_F.H.(S). (a_...-t.-.:_ak_ ~ 0...:.c?.C-: //6/o<t BLDG. SPRINKLED@No ... F.FLOW :500 G.P.M. MIN. R.C.E. 32103 EXP. Ii:: /;!1/Q4 DATE CARLSBAD MUNICIPAL WATER DISTRICT 11 • _ f_,, • • I; () /N.;J..~,~ 4-e,.~vr~ 1-9-o.3 FIRE MAtQ;HAL -,.,r '-DATE ,aWED BY: 1lrc1/,9: . t -~·· /a_/ WILLIAM E.~MER DATE ~ U-51 lo , ? , 8 ~AL:, "'-rt.4:liNSPECTOR DISTRICT ENGINE~R R.C.E. 28176 DATE I SH1ET I CITY OF CARLSBAD I SH3TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: 664-694 LAGUNA DRIVE LAGUNA DRIVE STA: 8+27.35 / 9+55.35 (CURB, GUTTER, SIDEWALK, A.C. PAVING) APPROVED: LLOYD B. HUBBS tJ I'" a..~ .. ~ w-~ilt--1~2-•1 CITY ENGt7R R.-:-:-23889 EXPIRES12-31-05 DATE 1/5/04 E.L.R. II\ AS-BUILT OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKD BY:~ CT 01-16 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL 404-4 RVWD BY: ·- CMWD 011603 ... ! ........ : .. : ''"""' ":•---- .. :·:·· ·::·::: 1:: .. :... r:_ .. :·:·· r·:_. ...... •-----; ___ ,_ 1 .... -"" -·-I, • .,. , t·::::'.; ---·:_:: ' L .. 1:·· ' """" .. :,::, "::.:.:. __..:::::. .. ,: - - l-----· r·· , "" "" 1-• ... ' .. r.::.:: : r·::.: ............ ;····· - -------- .:.:.::::::::·" '""""'" "" '" ~ .:: :: "" """ ----I __ _ : .. ··· . .......... 1. ........... . _- (.!). ;"::·:·:·:·:: r: ... : ....... ::::·:::r:·::::: ... I::::::·: :·: ..... ·~:: ·~·:·:::::· ·: r----· r .::::;;1: I"!'":.:: .. 1·:::--:-:1.:::: !-'I~~-I:::? . ....,. __ . ________ I -+---- ' ·--1·--···· . :~-1·•\,- I r W I c>,,,-:: -.::--::: .... :~:· re::.: r-:-. 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WASHINGTON STREET SAN DIEGO, CALIF. 92103-1808 (619) 296-3183 DESIGNED BY: MAB. DRAFTED BY: -~-~M~.A=.B~·------ ENGINEER OF WORK: 0ut::l"r2a-.:oAlE: ;e/a,!oe ERICK 'F.R1cc1, R.C.E.32103 JOB No. _Ou2~JJP~13~ ___ SHT 2 OF 3 ' J - ' J_ -I• 8 .• r ..... I"•,,. ·• 11.50' 31: ~ ..J w ' -' . ···-··· .. . ..... , .... ~ -r:;::::: t·· = -i===_ ... :.:.:._ --1 .... -' -·.:· r,::·. 1.'.. r:::,:: t;:::·:·::: _--:·+-: . ...... ::: .. .. : .... · .. ::: ... 1:··. ........ .-::: .. ...... DRIVE J .......... r••m ... --..... , .. ............. ......... , ......... ::.: =··· ..: .. ···r""""" .. ::::::. ·:·::·:' "'':::·:" '"l>t ·-.:..-I __ .... Gj Si -Ai I: fli :'[t ii . \l::'.:: '.n!! ;: lf:: 1·::·::·. '::::::: :::::t. :-:::::::-1:::::::. •,::·::·· .. ............ I ......... • ••••• ·:::::: 1.: .... :. '.:'.; .. ··~··" .. :.. "" . ' "*"•"··· t-"" 1 ......., --:;..-, - . ............... ··- -;: ::: .... :: ·--·:~ ::~: .. ::=: ...... I ... ·:.. I" 1 ........ ... .. ..:.... . ...... : -::,,;, 1 i_n o: _; ,, c c 1"1-Q :er, · . .. ~ /_L ..... -. ·1.n• ...... . --VER,--" F.G. 2,r; MIN. ' z .r; 0:: 0 :I! ~ V) D.. ~ 0:: ii) . .., :s: gi x 6 w_ /.L__L_/.JJL__,_ --" (2) #6 BOND~ 'MRES (TYP) ) ~ A / \ •11,..,,. ( ) 0 :.J u.: N a, ~ J.L..__L__/////LL...l.a/// L I I I g ~~ N00"36°·""30"'!''E-S ------,.-- """T'Ci._ PRIVAT£2 STREET 0 ~:~'v,-.....1-\ ___ /_,..-,,,y w-----2 CAD V LD W/ I 0 "ROYS ON , HAND' CAP" OR EQ JAL w_s, SPOOL (1) EACH SIDE 15' OF #12 WIRE _../''---~ LOOP AROUND s,9-~( PIPE ,,.._ INSTALL VERTICALLY ONE V -------32# MAGNESIUM ANODE BELOW BOTTOM OF PIPE ~ (EACH SIDE) CATHODIC PROTECTION DETAIi N.T.S . Underground Service Alert II AS BUILT" C • .. Call TOLL FREE 1-800 422-4133 R.C.E. 32 IQ3 EXP. 12t311Q4 DATE IMPROVEMENT PLANS FOR: 664-694 LAGUNA DRIVE LAGUNA ORNE STA: 8+27.35 / 9+55.35 (CURB, GUTTER, SIDEWALK, A.C. PAVING) 1-1-==j===t=====================~===t===ir:===1==~ ~'='=~~~~~~========i APPROVED: LLOYD B. HUBBS 1(/ }" 1/5/04 E.L.R. /1\ AS-BUILT DATE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPtl·ON OTHER APPROVAL '- DAlE INlllAL CITY APPROVAL 4e:, ~u--~ /·9·<#3 -!'C"!IT ... Y"'!E;,<N"'!G~I ~'l".eE~R~R"'?.E.231"'~. E,=. "'2"'3';;-88;;;9;;-;:E:;;X;:;Pl;;;R:;=ES;:::1,;:2'-'3"1 05 DA lE DWN BY::~ CHKD BY: RVWD BY: "" PROJECT NO. CT 01-16 DRAWING NO. 404-4 r· /-s--1 I • • ,011603 .J ' ··· 1····· I·· .... , ' " ... f····· ·-···' .::.:·:·.:: ....... : -·· , .. - ---•·- ----··- ..... " ··: """" - r--· ·• t· ·" "'' ........... .. '"· -- ",: .. · ...... :,·,:,;,:,:,:,:.:I·:,, .. :: .. :::: 'I,:.:::,',' ------1 .. ,:· .... ,,,,, --·-· "···-··· ·; ;;:'.;;~.:, ---·~; .... 1·::::-... :: 1:::::: .;., ... .. ::·:;;.:: ".;.::· "" . ........... ·-- "· ....... , .. " "":·:· 1 ......... 1,.. : .. ·:·:::·; •• .. j ............... . ' - 1 ........ . ·::::.:·:· .............. """""'. .: .. :·:.:: . .. ····· ,, ... ..::. ,,::: ................ : .. : ... :" :·:·: .. 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SEWER MAIN {LOOKING NORTH) PRIVATE S, ltt j tlECTION N.T.S. I···"'· ......... .. -·· ·-···· I··-I··-- Undergroun Service Alert "AS BUILT" 0 R.C.E. 32103 EXP. 12/31/04 DATE SCALE: 1" = 20· CURB PLAN :au TOLL FREE 1-800 422-4133 SCALE: 1" • 20' CURB DATA No. DELTA/BEARING R LENGTH DESCRIPTION [I] N89'24'02"W 68.00' 6" CB & G. TYPE G PER G-2 [1] t:. =90"00'0D" 15.00' 23.56' 5• CB & G. TYPE G PER' G-2 rn t:.=106'33'40" 15.00' 27.B9' 6" CB ONLY PER G-1 J,\C88\0J\24\IMP2 [1,/G D-31-02 9•27 06 OM EST 0 E RICCI. CIVIL ENGINEERING CIVIL ENGINEERING * SURVEYING * LAND PLANNING 1014 W, WASHINGTON STREET SAN DIEGO, CALIF. 92103-1808 (619) 296-3183 DESIGNED BY: MAB. DRAffiD BY: ---""M"'.A,,,.Bo_. ---~-- ENGINEER OF WORK: 0'4<M: 4;'.:' c2.·ru. DATE: 1'2-31-04 ERICK L. RICCI, R.C.E.32103 JOB No. 02-1013 SHT 3 OF 3 TWO WORKING o,; BEFORE YOU DIG ~l/~5~/~0:!'.4:!__,1:E~.:!::L:;,!.R~,:__µ/l\;.u...!A~S=-1,B~U'_!_l-'=L-!.T ___________ +=;;::-+.::;;-:;;;:;-t-;;,;;;, DATE INITIAL DATE INITIAL DATE illlAL · ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY AP, OVAL INSPECTOR CITY OF CARLSBAD ENGINEERING DEPAR1MENT IMPROVEMENT PLANS FOR: 664-694 LAGUNA DRIVE LAGUNA DRIVE STA: 13+27.35 / 9+55.35 {CURB, GUTTER, SIDEWALK, A.C. PAVING) APPROVED: LLOYD B. HUBBS 8,- 4-,L. ~or-"" vi--:~ l-~-o3 CITY ENGINE-ER RC.E.3889EXPIRES12-31-05 DATE DWN BY:;~ CHKD BY: RVWD BY: PROJECT NO, CT 01-16 DRAWING NO. 404-4 ~11603