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Home My WebLink AboutDWG 472-3; SDP 96-14C; LEGOLAND HOTEL; 01-02GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN 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, CITY STANUARDS 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. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL 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 PERMIT7EE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRLTING THE POLICY MUST HAVE A RATING OF "A "OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OB I A/NED 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 CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF Tl-IE 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 WIT/-1/N CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATOR'( WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY 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. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEfR/NG INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MEETING SHALL B[ HEID AT THE SITE PRIOR TO THE. BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON INSPECTION SUPERVISION TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETIN BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (.5) WORKING DAYS PRIOR TO STARTING CONSTf.<UCTION. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MU.ST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE; THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE Tl-IE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P. M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH TN£ DEVELOPER ,\ND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALT/-1 STANDARDS, LAWS AND REGULA news. 15. THE CONTRACTOR SHALL CONFORM Tu LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND /OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTALLA TION TI-IERE/N. T/-11S PLAN ML'ST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY Tl-IE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY Tl-IE CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, Tl-IE PI_AN SHALL BE PREPARED BY A REGISTERt_O ENGINEER AT THE CONTRACTORS EXPENSE. A C0.7 Y OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF Al:Y ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCT]ON OPERA T/ONS WILL CEASE IMMEO/A TEL 'G AND Tl-I[ PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL Tl-IE PERMITTEE HAS RECEIVED WRITTEN AUTI-IOR/TY F,?OM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTI-/MOVING EQU/PMEN·r, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO Tl-IE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY TI-/RU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SIT£ HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE C!TY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. Tl-IE CON ,,?ACTOk SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG ThE HAUL ROUTE OR ADJACENT STRFETS AS A RE;,UL T OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPR/JVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE AND LOCA TIDN OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTH[,q UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATI/JN DIFFERENT FROM THAT SHOWN ON THE PLANS. Tl-IE CONTRACTOR IS REQUIREO TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT Sf-/OWN. 21. TH[ CONTRACTOR SHALL VERIFY Tl-IE LOCA T/ON OF ALL EXISTING FACILITIES (ABOVEGROUND ANO UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY Af-lEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDEkGOUND SERVICE ALERT SOG&f PACIFIC BELL TIME WARNER CABLE COX COMMUN/CATIONS CITY OF CARLSBAD (STREETS & STORM DRAIN) *CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) *SAN 0/EGU/TO WATER DISTRICT *LEUCADIA WASTEWATER DISTRICT *VALLECITOS WATER DISTRICT *OLIVENHAIN WATER DISTRICT *BUENA SANITATION DISTRICT *AS APPROPRIATE (800) 422-4133 (BOO) 660-7343 (800) 892-0123 (760) 438-7741 (760) 806-4133 (760) 434-2980 (760) 438-2722 (760) 633-2650 (760) 753-0155 (760) 744·-0460 (760) 753-6466 (760) 726-1.340 WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WIT/-/ THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & 3. 2 THE CONTRACTOR SHA~L OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL PROVIDE PROOF OF OSHA NOT/FICA T/ON AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. 3 BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.O. LINES, A PERMIT SHALL BE OBTAINED FROM Tl-IE C.M. W.0. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4 A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE Cl TY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY Bf PROVIDED -TELEPHONE NO. (760)438-3891. 6 NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, Tl-IE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF Tl-/£ FIRE LINE LOCATED BETWEEN ff-IE DETECTOR CHECK VAL VE AND BUILDING SI-IALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 5/8" (UNLESS OTf-lERWISE NOTED ON PLANS). 10. ALL WATER METER BOXES S/-IALL BE 17" X JO" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 11. MINIMUM SPACING BETWEEN POTABLi: WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET. 12. Tf-lE TOP OF WATER METER BOXES $HALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 1J. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARA TIDN OF WATER MAINS ANO SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF 1-/EALTH SERVICES. J,I. AXIAL DEFLECTION AT THE PIPE JOINTS AR[ NOT ALLOWED. THE USE OF A HIGH -DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR T/-1/S SURVEY IS THE CALIFORNIA COOROINA TE SYSTEM, NAO 83, ZONES, AND WAS ESTABLISHED BETWEEN STATION NO. V-2002 PER R.O.S. 14023 AND STATION NO. SOGPS-41 ESTABLISHED BY THE COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CONTROL BOOK, I.E., N88'54'05"W THE COMBINDED SCALE FACTOR AT STATION V-2002 IS 0.999944419. GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR. ALL MEASURED DISTANCES SHOWN HEREON ARE GROUND DISTANCES. THE MAPPING ANGLE AT STATION V-2002 IS -0'32'51.881" QUOTED BEARINGS FROM Rt.FERENCE MAPS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. SOURCE OF TOPOGRAPHY BY FIELD SURVEY PER MELCHIOR LAND SURVEYING INC. DA TED FEBRUARY 28, 2008. ADDITIONAL LAND SURVEY BY GEOCENTRIC LANO SURVEYING DATED MARCH 16 20/l. BENCH MARK DESCRIPTION: f!.RAS'i_QIS/s_ IN CONCRETE IN A STANDARD SURVEY.YI.ELL Qfi CENTERLINE' OF EL CAMINO REAL LOCA T/ON: COUNTY OF SAN DIEGO BENCHMARK DES/GNA TION NO. R/800 288+89EC ELEVATION: 311.407 M.S.L. DATUM: N.G. V.D. 29 REFERENCE DRAWINGS SEE ORA WING NO. 333-2V 333-2Y 333-2Z 428-9A 428-9D 472-JA CB/1-1086 PROJECT LOCATION HIDDEN VALLEY ROAD IMPROVEMENT PLANS LEGO.LAND PR/VA TE STORM DRAIN PLANS LEGOLAND PUBLIC WATER PLANS CARLSBAD RANCH PA 5 GRADING PLANS CARLSBAD RANCH PA 5 RESORT GRADING LEGOLAND HOTEL GRAD/NG PLANS LEGOLAND HO TU PR/VA TE UTILITY RELOCA T!ON THIS PROJECT IS LOCA TEO WITHIN ASSESSORS PARCEL NUMBER(S) 211 100-09 THIS PROJECT ADDRESS IS 1 LEGOLA.ND DRIVE CARLSBAD, CALIFORNIA 92008, THE CALIFORNIA COORDJNA TE INDEX OF Tf-1/S PROJECT IS 1960-6252 CLAMBERT COORDINATES 346-1696),_ "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THi ENGINEER OF WORK FOR T/-1/S PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF Tl-IE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY Tl-IE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: HOFMAN Pl ANNING AND (NG/NEERING ADDRESS: 3152 UONS/-/EAD A 1-1:. CITY, ST.: CARI SBAD~CAL!f'ORNIA TELEPHONE: (760) 692-4100 /;<) a:~~,__.--e\-L_:, BY: DATE: HAIXIN LI R. C. £. NO.: C.59064 REG!STFIATION E;XPIRATION DATE: 06-30-13 I -!ii v.:_-.'(·\ ( / Nr:i. Cl9064 Exp. 6 /30 /!] C \.. -wl -~ +--a+ w --0 -+-,i. -+----. . -_--_____;p=-::~---····· - - --- - 1111 ! I I i 1111 I i : : ! I I 111 1 I i i i I I I I I I ' I ! ! I : I SHEET INDEX LEGEND DESCRIPT/Ofjc_ _________ .,_o,,,wG,,.,..1.N,.,.O"--. ____ _.2S1YM.1w;R,,.,O"-.L_ -- EXISTING 8" PVC WATER LINE CBD W-2 2" WATER SERVICE CBD W-4 2" !RR/GA T!ON SERl1CE CBD W-4 6" FIRE HYDRANT ASSY. CBO W-12 DQU{]LE DETECTOR CHECK VALVE CBD W-22 EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE !-IYDRANT ASSY. EXISTING RECLAIMED WATER INDEX OF SHEETS ------·------o--@ --~~n-(@ 1>«-v~ i;c-(x;,-v-11!":J SHEET 1: SHEET 2: TITLE SHEET, LEGEND, KEYMAP & NOTES WATERLINE PLAN AND PROFILE Hofman Planning & Engineering 3152 Uonshead Avenue Carlsbad. CA 92010 (760) 692-4100 www.hofmanplannlng.com NOTE t11 j i 11 Ht ALL WORK IN EXIST/1/G WATER LINE TO BE STARTED ONLY AFTER FIRE DEPARTMENT PRIOR APPROVAL OF WATER SUPPLY SHU--OFF WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WIT/-/ THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD ENGINEER/NG STANDARDS. 3. THIS SET OF PLANS. 4. CITY COUNCIL RESOLUTION NO. 2009-272. DATED OCTOBER 27. 2009. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREIN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON AND ASSOC/A TES. DATED MAY 2 2011. 7. Tl-IE SAN DIEGO REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED NIA. 9. ENVIRONMENTAL APPROVAL DOCUMENTS CITY COUNCIL RESOLUTION 2009-047 DATED MARCH 10 200!1,. 10. STORM WATER POLLUTION PREVENTION PLAN, SW 11-'/66, PREPARED BY HOFMAN PLANNING AND ENGINEERING DA TED NOV. 9 2011 WDID NO. 9 37C362381 11. STORM WATER MANAGEMENT PLAN PRcPARED BY HOFMAN PLANNING AND ENGi_N[,RJNG DATED DECEMBER 13, 2011. SW1 1P NO, 11 08 . 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDROOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND DESCRIPTION DWG, NO, SYMBOL QUANTITY EXISTING B" PVC WATER LINE 8" PVC WATER MAIN C-900 8" PVC WATER PIPE TO DETECTOR C/-/ECK, C-900 8" CMLC WATER LINE 6" PVC WA 7ER PIPE TO HYDRANTS ANO METERS, 6" CMLC WATER LINE B" ~ATER GA TE VALVE * 2" BLOW OFF ASSEMBLY 2" AIR VALVE ASSEMBLY 6" DETECTOR CHECK VALVE ASSY. 2" WATER SERVICE 2" /RR/GA T/ON SERVICE 2" BACKFLOW PREVENTION ASSY 6" FIRE HYDRANT ASSY. WITH 6" GA TE VALVE Tt/RUST BLOCK BUILDING FOOTPRINT EXIST./ PROP. EASEMENT EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT ASS)'. C-900 * INCLUDES VALVES' AT DET. Cl-JECK ASSEMBLY. *' EXISTING WATER MAIN PER DRAWING 333-2Z CBD CBD CBD CBD CBD CBD CBD CBD CBD CBD CBD CBD CBD CBD CBD W-2 -·-V-V-V- W-2 -· ·-',( -v _.,, -· -·. W-2 _..,_,,,_..,_ W-34 _.,,_._.,,_, __ W-2 __ .,,_..,_..,_ W-34 _..,_.., __ .,,_ W-16 -w-@-v- W-6 --v -C)--.v --· W-·7 __ .., __ ..,_,.,_ W-22 [>0--v~ W-4 . -n---·@ W-4 ----E!--(IB) W-20 -------® W-·12 [>@--V ➔ W-19 v CITY OF OCEANSIDE CITY OF NOT TO SCALE CITY OF VISTA !MPROVt:MENT PLANS F'OR: LEGOLAND HOTEL TITLE SH [t. T DV/(\ 8Y: [G.W ** 25 LF 44 LF 75 LF 64 LF 20 LF 11 EA 1 EA 1 EA 2 EA 3 EA 1 EA 4 EA 2 EA 7 EA DATE 3/1/iz ei?TE: REVl'JON DESCRIPTIO~J CHKCJ BY tr/ 472-3 ' -,·- 0 "' (') z CY I, I w z 0 ! z ' w u z ' < l'.) ' z ' z ' z < ' ~ Q_ z < 2 LL 0 J_~ g N ,- C~· (', ' ' ~ "' . ·, N 0 u• 3" ,, 0 [L / f-z CJ ~ LJ 6 [". 11 --_; " c~, 0 '~ u / ~ w f-0 I cc [5 (.1J _, 0 /' (,j =E ,, u ~ (Jj C) ·o· 0 L n -.i::,. CT> I\) -..J C I\) L Q) I C' w C o, C w _/ >- 19+00 20+00 21 +00 22+00 I 19+10.00 BEGIN CMLC PIPE / POTABLE WATER DA TA NO. DEL TA OR BRG. RAD. (FT) LENGTH (FT) REMARKS (j) N16"44'/7"W 25.00' 8" PVC C-900 DR=14 15. 54' 8" CMLC PER CBD W--34 N16"44'17"W ---·--28.00' 8" CMLC PER CBD W-34 4 N7J'15'4J"E -----31.46' 8" CMLC PER CBD W-34 ~~-(-~-+-~-~-+----+-+-------+-------------+---, 5 N73"16'09"E ----20.00' 6" CMLC PER CBC W-34 I 0 20· I SCALE -4"7' 160' 23+00 24+00 ~-I L _ _I ~ I I I I I -,-1 EXISTING 8" WATERLINE STA 18+85.00 -STA 28+16.54 r~OT[: STA Tl ON ING PER DR,'1 Wlr~G 3.3.3-21 NOTE l ALL WORK IN £XIS7/NG WATER UN£ TO Uf. STARTE/J ONLY AITER FIR£ DEPAFITMENT PRIOR APPR'JVAL OF WATER SUPPLY SI/UT-OFF 25+00 I-,--.. -- ' Hofman Planning & Engineering ENGiNErn 1JF WORK REVISION DESCRIPTION ---_, ----. i --------------- ! i -·· 1----------1----·t--+--+---+---+-+---+--+-~------ C-+----+--+---+--C--~-t---. - -•-· ------, ---+--+--+--+-------·----- --·----!------ ---+-+-------------+-~-+ ;----··---+--+- 20' WTR ESMT 1: 1 SLOPE 5,1 ,'O' _1 EXIST GRGUND ~✓----, -----_ _IL __ ,:__,- TEMP. SHORING-~ -.., BOTTOM REMEDIAL GRADING PER DWG 472--3A / ' ro f--(.1) X w _J 0 0 (/) ~ Q_ ';,- N (- (/) X w _J 0 TYPICAL SECTION ~ REMEDIAL GRADING NO SCALE Jfa.TE IN:TIA.L IMPROVEMENT PLANS FOR LEGOLAND HOTEL WATERLINE PLAN AND PROFILE OWN dY: _I_G.YL_ C0 IKD DY: ----KJ-- RV'vVD DY: SDP 96-14C 472-3 z w 2 w > 0 cl'. lL 0 I\) :e 0 Ci) -...i::,. I\) -..J I\) w