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HomeMy WebLinkAboutDWG 403-9; SDP 00-17; SUMMIT AT CARLSBAD; 01-10CARLSBAD PLAZA SHOPPING CENTER SEE DRAWING 184-tA LEGEND w --PROPOSED WATER ..... PROPOSED FIRE HYDRANT l>O<l EXISTING FIRE HYDRANT s~-PROPOSED SEWER 2 PROPOSm ACCESSHOLE ♦ ~ PROPOSED STREET UGHT ~ EXISTING STREET LIGHT 0 SHEET NUMBER I I I I I I I I I I I I· --------------------------- J ' ' . ' SCALE: 1" = 700' --------------------, 0 INDEX MAP SCALE: 1• = 700' SHEET INDEX SHEET DISCRIPTION 1 ---TITI.E SHEET ----------- 2 NOTES AND TYPICAL SECTIONS 3 STORM DRAIN -MARRON ROAD 4 STREET -MARRON ROAD 5 HA YMAR DRIVE 6 SIGNING AND sm1PING 7 SEWER AND WATER -DRIVES A AND B 8 SEWER AND WATER -DRIVE C 9 SEWER AND WATER -DRIVES D AND E 10 SEWER AND WATER -DRIVE F "DECLARATION OF RESPONSllll.f; CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE O\.£R THE DESIGN OF THE 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 SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBIUT/ES FOR PROJECT DESIGN. FIRM: LOHR + ASSOC/A TES INC ADDRESS: 43573 RIDGE PARK DRl'IE Cl TY, ST.: TEMECU/.A, CALIFORNIA 92590 :EPHONE:-&J/J:726 ~,;/ · · 0. LOJ-/R.l'o {/ -~ DATE: J:z. J -V7 R.C.E. N0.:~20=501J"".'------------ REGISTRA T/ON EXP/RAT/ON DA TE: 9-30-2005 L. Lohr + Associates Inc. ei NO. 20IIOfl :ii! "" EXP. 9-30-05 "' . LAND PLANNING 43513 RIDGE PARK DR. CIVIL ENGINEERING TEMECULA, CA. 92590 SURVEYING Ph. (909) 676-6726 CITY OF OCEANSIDE PROJECT HJ?H~~Y 78 -, -Sf TE PACIFIC OCEAN ----:. J---: .f's? I - I I ----w.., ---- I NOT TO SCALE Ro : CITY OF VISTA 1:··-o .,_, '>---=,__,----- t,.\~1? - . L.:--..... ~--..4 CITY OF ENCINJTAS Io~ :~ L CITY OF "'--"': SAN MA:RCOS ~ \__ I . --J I r· -----= WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS mRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. 4. 5. 6. 7. 8. 9. 10 . 11. THIS SET OF PLANS RESOLUTION NO. 5170, 5171, 5172, 5773 DATED MAY 1, 2002 THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCT/ON (GREEN BOOK). SOILS REPORT AND RECOMMENDATIONS BY GEOTECHNICAL EXPLORA TlON, INC _____ DATED JANUARY 20, 1999, UPDATED DECEMBER 9, 2002 THE SAN mEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED N!_A THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS FOR WATER, SEWER AND RECLAIMED WATER. CITY COUNCIL RESOLUTION NO. 2002-161 DA TED JUNE 11, 2002 ENVIRONMENTAL APPROVAL DOCUMENTS DATED FEBRUARY 28, 2002 LEGEND DESCRIPTION DWG. NO. SYMBOL QUANTITY VICINITY MAP DEWUTION DESCRIPTION DWG. NO.. SYMBOL QUANTITY (':;\~ REMO'IE EXISHNG 78" CMP ----,-----------------------'--'---=----==.:==-:::....__ ~ REMO'IE EXISTING DRAINAGE DITCH 0--REMOVE EXISTING BARRICADE ~ SAWCUT EXISTJNG AC PAVEMENT &--REMOVE EXISTING AC PAVEMENT ~ SAWCUT AND REMO'IE EXIST AC BERM 0--REMO'IE EXISTING 18"ACP 70 LINEAL FEET 7,695 SQUARE FEET 1 EACH LEGAL SEWER . @--8" PVC SOR 35 SEWER ~ ACCESSHOLE §--SEWER MAIN CLEANOUT ~ 6" PVC SOR 35 SEWER LATERAL @--SEWER LATERAL BACKWATER VAL 'IE WATER @--8" PVC CLASS 750 C900 WATER ~ FIRE SPRINKLER CONNECTION WITH DOUBLE CHECK DETECTOR ASSEMBLY @-8" GA TE VAL 'IE ~ 2" WATER SERVICE CONNECTION WITH BACKFLOW PREVENTOR @-FIRE HYDRANT ASSEMBLY ~ CONCRETE THRUST BLOCK @---BLANK- ~2" AIR VACUUM VALi/£ ASSEMBLY @--2" BLOW OFF/ MANUAL AIR RELEASE ASSEMBLY ~ 10" PVC CLASS 150 C900 WATER @--70" GATE VALVE ~ THRUST COLLAR @--8" STEEL 10 GA CML&C WATER ~ RELOCATE EXISTING METER ®-RELOCATE EXISTING ARE H'fDRANT ~RELOCATE EXISTING RISER ~ 2• WATER SERVICE CONNECTION ~ AND 2• METER WITH BACKFLOW PREVENTER (RECLAIMED WATER} @--2• WATER SERVICE CONNECTION AND 2• METER W!TH BACKFLOW PREVENTER (RECLAIMED WATER) CMWD S5 CMWD S1, S4 CMWD S6 CMWD S5, S7 UPC SECTION 710.1 CMl!V PER DETAIL ON SHEET 10 CMl!V W13, W15, W7.6, WUJ CMl!V W4, U6, W20 CMIMJ W12, W13 CMWD WI 3, WI 5, W19 CMWIJ W7, W8 CMl!V W6, W8, W25 CMWIJ CMWD W/3, W15, W16, W19 CMWD W18, W19 CMWD CMmJ W3 CMWD W12 CMWD CMWD W4, W8, W20 CMWD W4, W8, W20 s 1424 LINEAL FEET 0 9 EACH 0 3 EACH e ® 267 UNEAL FEET (@) 5 EACH ---W---2213 LINEAL FEET ' ~ 13 EACH METER : 2 1/2" DDCA I 11<1 7 0 EACH 0 @ 14 EACH ;} 8 EACH 76 EACH ■• 3 EACH ■ 8 EACH w 30 LINEAL FEET j1@1 2 EACH -2 EACH w 192 LINEAL FEET H 1 EACH 1 EACH ~ 3 EACH © 1 EACH 1 EACH PORTIONS OF LOTS 3 AND 4 OF SECTION 32, TOWNSHIP 11 SOUT!-1, RANGE 4 WEST, SAN BERNARDINO BASE AND MER/DAN, AND PARCEL 2 OF PARCEL MAP NO. 4838, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALFORNIA, FILED JUNE 18, 1976, IN Tl-IE OFFICE OF COUNTY RECORDER OF SAN DIEGO COUNTY. ALSO BEING PARCELS A AND B OF ADJUSTMENT PLAT ADJ 02-17 PER CERT/FICA TES OF COMPLIANCE RECORDED .Jui. 1" .Zoc3 . AS DOCUMENTS NUMBER 2ooi-c,,g3i~,3 4 AND 2ooJ-. 0 W;,8.J3 S REFERENCE DRAWINGS CITY OF CARLSBAD SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY PHOTOGRAMMETRICAL METHODS FROM INFORMA T/ON GATHERED ON 9-15, 97 /NI.AND AERIAL SURVEY INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA T/ONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 167-30-51, 55, AND 71 THE CAUFORNIA COORD/NA TE INDEX OF THIS PROJECT IS N 2010000 E _6=2=c3c.c.1~00c..O'-------- BENCH MARK DESCRIPTION: E-20 CITY OF OCEANSIDE LOCAT/ON:FOUND CITY OF OCEANSIDE BRASS DISC ON TOP OF HEADWALL AT NORTH£ASTERLY CORNER OFlJRIDGE OVERPASS OF EL CAMINO AT HIGHWAY 78, NOW STAMPED C.O.S. 8.M. E-20 f ORA WING 159-4 DRAWING 168-4 DRAWING 181-9 DRAWING 184-1 DRAWING 184-IA DRA'MNG 333-5 CARLSBAD MUNICIPAL WATER DISTR1CT ,/:Z.,z~-e---vC ~ ~'rc;.tz_ 5" /17 /,,, -,I DATE . oltt\'ILUAM E.Pl\JM ,1 DISTRICT ENGINEER R.C.E. 28176 EXP. 8-30-06 /J\ AS BUILT TOPO DATE INJTIAL ~ RECONSTRUCT EXIST BARRICADE 0---RELOCATE POWER POLE BY OTI-/ERS SURFACE JMPRQttEMENT _(ii)--4" AC OVER 73 7/2• CLASS II AB ~ 72" AC DEEP LIFT §--TYPE G PCC CURB AND GUTTER TRANS ~ TYPE G PCC CURB AND GUTTER 0----TYPE A AC DIKE ~ PCC SIDEWALK TRANSITION ®--PCC SIDEWALK ~ STREET LIGHT (9,500 LUMEN} @--TYPE A TRENCH RESURFACING ~ GUARD POST AND BARRICADE 0---PROPERTY IRON POST ~ RESTORE ST SURVEY MONUMENT lfflL PEDESTRIAN RAMP CROSS GUTTER ADJUST ST SUR'IEY MONUMENT WELL ~ ADJUST SANITARY SEWER MANHOLE ©-ADJUST TELEPHONE MANHOLE ~ CONCRETE DR/I/EWA Y SDRSD M-9 SDRSD G-2 SDRSD G-2 SORSD G-5* SDRSD G-7, 9, 10, 11* SORSD G-7, 9, 10, 11* SDRSD G-24 SORSD M-9 SDRSD M-10 SDRSD G-27 SDRSD G-12* SORSD M-10 CMWD S-1 BY OTI-IERS SDRSD G-14A* 0 D O □ JK 71\. 7K OPP D O O □ JR }K JK 0 ® ~ Jfi\ ® © (J) j 7,612 LINEAL FEET 3,141 SQUARE FEET 954 LINEAL FEET 47 LINEAL FEET 10 LINEAL FEET 1 EACH 34,443 SQUARE FEET 40 SQUARE FEET 70 LINEAL FEET 1,437 LINEAL FEET 28 LINEAL FEET 55 SQUARE FEET 8,364 SQUARE FEET 3 EACH 3734 SQUARE FEET 1 EACH 1 EACH 2 EACH 2 EACH 849 SQUARE FEET 2 EACH 4 EACH 1 EACH @-SIDEWALK UNDERDRAIN SORSD D-27* 337 SQUARE FEET 2 EACH STORM ORAIN @-78" RCP (2000-D) ~ 24" RCP (2000-D} -=-(43)--TYPE B-1 CURB INLET ~ LOCAL DEPRESSION @-CONCRETE LUG ~ STORM DRAIN TYPE A CLEANOUT @--PCC BULKHEAD (AT EXIST CURB INLET} ~-BLANK-@--PCC CONNECTION ~ MODIFY CLEANOUT BASE @-PCc BULKHEAD (AT EXIST CLEANOUT} SDRSD D-60 SORSD D-60 SDRSD D-2* CCS DS-7 SDRSD D-63 SDRSD 0-9, D-11 CCS DS-9 SORSD D-9 "Ii' SI? = = * AS MOD/Flm BY CITY STANDARDS 108 LINEAL FEET 802 LINEAL FEET 1 EACH 108 SQUARE FEET 1 EACH 3 EACH 1 EACH 1 EACH 1 EACH 1 EACH CITY OF CARLSBAD FIRE DEPARTMENT 11 AS BUIL T 11 REQUIREMENlS ~'§5t-NO. OF F.H.(s)..IQ_F.FLOW 3,000 G.P .M. OUT OF ~F.H.(S). 6-ZB-177 BLDG. SPRINKLrn@No ... F.FLOW3,000G.P.M. h. ZoSD~:P. '?-~-o? DATE FIRE MA1'SHAL DATE ~~ 1/rr/07 DATE INSPECT□ I SH1T I CITY OF CARLSBAD UQJ ENGINEERING DEPARTMENT 0 IMPROVEMENT PLANS FOR: THE SUMMIT AT CA.RLSBAD TITLE SHEET APPROVED . LLOYD B. HUBBS61'/-: /4~., ,.;z:;-..? ~~~ Sh'_2;bl/ CITY ENGINEER ~ 23899 ~PIRES 12-31-05 DA TE DWN BY: I/DI( PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL RECORDED: PER BOOK 165, PAGE 7 CHKD BY: ENGINEER OF WORK REVISION DESCRlPTION OlHER APPROVAL CITY APPROVAL RVWD BY: kZ SDP 00-17 408-9 EJ£VATION: 49.826 DA TUM: 1984 ADJUSTED ELEVA TlON 0 GENERAL 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 CONDITTONAL APPROVAL, CITY STANDARDS OR OTHER ADDITTONAL DOCUMENTS LISJED 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 PROMPIL Y 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 CERTIFICA JE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITTONAL INSURED ON THE PERMIT1EE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CAJEGORY OF CLASS VAS ESTABLISHED BY "BEST.S" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIA JE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENT.$ ARE NOT CONSTRUCJED PRIOR TO THE DEADLINE DA JE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRIT1EN APPROVAL OF THE CITY ENGINEER, NOJED WITHIN THE REVISION BLOCK, ON THE APPROPRIA JE SHEET OF THE PLANS AND Tifil 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 CONDITTONS 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 S/JE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENT.$, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMIT1ED BY A PROFESSIONAL ENGINEER OF THE STAJE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMIT1ED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD JESTS. THE WRIT1EN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIA1ELY SUBMIT1ED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD JEST.S. 12. A PRFCONSTRUCTION MEETING SHALL BF HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE AT1ENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ONE INSPECTION. SUPERVISION. JESTING AND ALL OTHER ASPECT.S OF THE WORK. TH CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK(438-3891) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST 8£ AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUEST.$ OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CAWNG THE NGIN£ RING 24-HOUR INSPECTION REQUEST LINE AT 760 438-3891. INSPECTION REQUESTS MUST 8£ RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE IHE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AF1ER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STAJE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING 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 INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES 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 SYSJEM STANDARD$ £$TARI 1$H£D RY TH£ GQNSIRllGTIQN SAFETY (JRDFRS llll E 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL Bl: PREPARED BY A REGIST£RED 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 DISCOVERE:O WITHIN ANY WORK ZONE DURING CONSTRUCTION, DPFRAVONS Wli I CEASE IMMEDIATFI )'.'. AND THE PERMJT1EE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMIT1EE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCJED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMl:NT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCJED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SIJE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY D£BRJS OR DAMAGE OCCURRING ALONG THE HAUL ROUJE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISJENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCT/ON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. A T1ENTION IS CALLED TO THE POSSIBLE EXISJENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT S/JE SUFFICIENlL Y AHEAD OF THE CONSTRUCT/ON TO PERMIT THE REVISIONS OF THE CONSTRUCT/ON PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECJED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRucnON NEAR THEIR FACILITIES AND SHALL COORDINAJE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL ADELPHIA CABLEVISION CITY OF CARLSBAD(STREET.S AND STORM DRAIN) CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) 1-800-422-4133 (760)438-6200 (760)489-3441 (760)931-7000 (760)602-2720 (760)438-2722 STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DEJERMINED AFJER "R" VALUE TESTS HAVE BEEN CONDUCJED BY A PROFESSIONAL ENGINEER OF THE STAJE OF CALIFORNIA, PR/NC/PALLY DOING &US/NESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TEST.S AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. EXISTING NATURAL GROUND--....... .' 50.00' ' RT R/W LT R/W 84.00' RT R/W 2. STREET LIGHT.$ SHALL BE INSTALLED AS SHOWN ON THESE PLANS,UNDERGROUND CONDUIT RUNS, SERVICE POINT.$ AND HAND-HOLES SHAU BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WIU BE ALLOWED. ALL LUMINAIRES SHALL BE "CUT OFF" TYPE. 13'± I ,. fl. 3. AU UNDERGROUND UTILITIES AND LA JERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN Pf PE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED Wl1HIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACJED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCREJE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENT.$ OF Tifil 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 9. ALL SURVEY MONUMENT.$ AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUA JED, AND DOCUMENJED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SET.S OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. SEWER NOTES 1. SEWER MAIN AND APPURJENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWING AND SPECIFICATIONS", AND THE STANDARD SPECIFICATIONS, MARCH 1993, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LA JEST EDITION (GREEN 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. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 19.00' 8.00' TYPE G CURB AND GUTTER 5.50' 17.00' 2.00' I I I I I I I 2.00% MINIMUM TO 2H: 1 V MAX SLOPE PCC SIDEWALK EXISTING IMPROVEMENTS PER DRAWINGS 161-1 AND 184-1 HA YMAR DRIVE TYPICAL STREET SECTION STATION 18+75.45 TO STATION 19+69.89 STATION 20+75.00 TO STATION 22+50.00 STATION 23+50.00 TO STATION 24+22.09 fl. NOT TO SCALE EXISTING NATURAL GROUND--....... 50.00' ' RT R/W 1~ 2 MAX 4.50' 1.00' 5.50' 1 PCC:--'j~j] SIDEWALK LT R,(W '--I 5.50' PER GRADING PLAN SEE DRAWING 403-9A~2-MA ... X-}-I..__I_ 1 32.00' TYPE G ( CURB AND GUTTER ) 2 00% 1,tlN -~ • I MARRON ROAD TYPICAL STREET SECTION STATION 26+22.00 TO STATION 26+32.69 42.00' 32.00' TYPE G CURB AND GUTTER 2.r19.~JJN NOT TO SCALE 84.00' 42.00' 32.00' I 1.00' MIN • • SA WCUT LIMITS EXISTING IMPROVEMENTS PER DRAWINGS 10.00' I I I RT R,(W I • I I , I I 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 13'± ,e,-< AND 2<-0-,~ 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCT/ON. (1ELEPHONE NO. [76D] 438-3891) WATER NOTES 1. WAJER MAIN AND APPURJENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S PROCEDURAL GUIDE -GENERAL DESIGN REQUIREMENTS AND STANDARDS AND SPECIFICATIONS FOR CONSTRUCT/ON OF PUBLIC POTABLE WAJER FACILITIES, DATED OCTOBER 1993, OR THE LATEST REVISION. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOTIFICATION AND SHAU ADHERE TO ALL PROVISIONS OF THE STAJE CONSTRUCT/ON SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERIN TRNDENT. 4. A PRECONSTRUCT/ON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHAU NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION (JELEPHONE N0.[760] 602-2760) FOR SCHEDULING. 5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WA JER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRIT1EN PERMISSION FROM THE DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MAJERJALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DEJERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WA JER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT", OCTOBER 1993 OR AS AMENDED. 8. ALL BURIED COPPER PIPING AND APPUR1ENANCES SHALL BE PROJECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS JEST REPORT AND DEMONSTRAJES THAT PROJECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALJERNATIVE FORM OF PROTECTION. CMWD CONSTRUCTION NOTES 1. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL POTABLE WATER METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 2. ALL WA lER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL 3. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SE"WER SERVICES SHALL BE 5'. 4. THE TOP OF THE WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. BENCH MARK DESCRIPTION: E-20 CITY OF OCEANSIDE LOCA TION:FOIJNO CITY OF OCEANSIDE BRASS DISC ON TOP OF HEADWALL AT NORTHEASTERLY CORNER OF BRIDGE OVERPASS OF EL CAMINO AT HIGHWAY 78, NOW STAMPED C.O.S. !J.M. E-20 RECORDED: PER BOOK 165, PAGE 7 ELEVA T/ON: 49.826 DA TUM: 1984 ADJUSTED ELEVA 7JQN 19.00' 8.00' 5.50' TYPE G CURB AND GUTTER 17.00' I I I I I I I LT R,(W MARRON ROAD TYPICAL STREET SECTION STATION 24+25.00 TO STATION 26+22.00 NOT TO SCALE 84.00' RT R/.W RETAINING WALL fl. PER SEPARATE PERMIT L! ... e-----------'-'42,,.,.0'-"0'-'---------•...,l-•-------~4"'2°".oo"'--' _______ _, 4.~o~ I s.sa· 32.00· • 32.00' 10.00· EXISTING IMPROVEMENTS PER DRAWINGS 161-1 AND 184-1 1 00 1 TYPE G 1.00' MIN I ,__ CURB AND GUTTER •, • ......... PCC SIDEWALK PER GRADING PLAN I SA WCUT LIMITS . ' I SEE DRAWING 403-9A · I I J HA YMAR DRIVE TYPICAL STREET SECTION 2 MAX 2-~N .. 1 EXISTING IMPROVEMENTS PER DRAWING 168-4 STATION 19+69.89 TO STATION 20+75.00 STATION 22+50.00 TO STATION 23+50.00 MARRON ROAD TYPICAL STREET SECTION STATION 16+55. 00 TO STATION 23+ 75. 00 NOT TO SCALE BY:D~ DATE: /'l., -J-t:J.1 R.C.E. 2D508 REGISTRATION EXPIRA llON DA TE: 9-30-2005 L Lohr + Associates Inc. LAND Pl.Al<INING 43513--RIDGE PARK DR. CIVIL ENGINEERING TEMECULA, CA. 92590 SURVEYING Ph. (909) 676-6726 NOT TO SCALE *THE FINAL PAVEMENT SECTl<JN SHALL BE DETERMINED BY THE SOILS ENGINEER 8ASED 0N THE R-VALUE AFTER THE ROUGH GRADING JS IN PLACE PER STREET NOTE 1. THE MINIMUM STRUC1VRAL SECTION PER THE CITY OF CARLSBAD SUPf'/.LMENTAL DR-AIVING GS-17 IS 4-AC OVER 6y CLASS H AB. 11 AS BUIL T 11 ~©~ b-ZB-07 ~ EXP. 9-1<>-1>7 DATE INSPECTOR ~ CITY OF CARLSBAD l----l----+----------------+----1---1----l-----1 l.KJ ENGINEERING DEPARTMENT l----l----+----------------+----1---1----l-----l 1-----1-----l-----------------l-----l---l----l------l IMPROVEMENT PLANS FOR: THE SjfN'ffJAt TN&1UhSBAO ANO OET AIL SHEET APPROVED LLOYD B. HUBBS or • ., 44' ~~.a 1.,41/~ Sg_Yk'I 1-----1------+~---------------l-----l---+---+----I CITY ENGi~ 23889 kxP1R£S12-31-05 DATE' AS BUILT TOPO DA 1E INlllAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: H{JK PROJECT NO. I DRAWING NO. DA lE INlllAL DA lE INITIAL '---~----1----'------' CRHVWDKD BBYY:. -c=--SOP 00-17 403-IJ OlHER APPROVAL CITY APPROVAL ----i ' · .. !- t-_- ' 12 ----= CONSTRUCTION NOTES: DEMOLITION NOTES: 13 14 -. -.,. ---·~ ---·. .... 0 REMOVE EXJSTTNG PCC DRAINAGE DITCH AND DISPOSE OF IN A PROPER MANNER (j)REMOVE EXJSTTNG 18• ACP AND DISPOSE OF IN ACCORDANCE Wl7H STA TE/FEDERAL REGULA TTONS CAUTTON: NO CUTTTNG OF ASPHALT CONCRETE PIPE SHALL 8£ ALLOWED SURFACE IMPROVEMENT NOTES: ~CONSTRUCT TYPE A TRENCH RESURFACING PER SAN DIEGO REGIONAL ~ STANDARD DRAYING NUMBER G-24 STORM DRAIN NOTES: ~CONSTRUCT 18• RCP {2000-D) PER SAN DIEGO REGIONAL '-::J STANDARD DRAWING NUMBER D-60 @cONSTRUCT 24• RCP {2000-D) PER SAN DIEGO REGIONAL STANDARD DRAWING NUMBER b-60 . f"rl,,CONSTRUCT TYPE 8-1 CURB INLET PER SAN DIEGO REGIONAL -..::::J STANDARD DRAYING NUMBER D-2 AS MOJJIF'IED PER CITY STANDARDS ,:;;..CONSTRUCT LOCAL DEPRESSION PER CITY OF CARLSBAD ~ SUPPLEMENTAL STANDARD NUMBER DS-1 AS MODIFIED PER DETAIL ON SHEET 3 ~CONSTRUCT CONCRETE LUG PER SAN DIEGO REGIONAL -..::::J STANDARD DRAWING NUMBER D-63 15 .:·~ --------------- EXtSliNrJ 9• VCP ss F£8 J)fr__A't,JNJl 161!!-3 _ ---15---. ------------· ---.--.. , --------... -... ---1 /.:ti-------- ·~xiSftNG row ACP WA 1tR PER ORAWJNG .168-.4 _ _. 16 ---~- ---,--- -' -,1t]·~--4. ,.- ·-\-::-; -·.,-,--- -, -~...,;:.-::C-,;:-;--~--;;... ~:,,e,c-,,,,-"~. 17 18 19 20 J \ 8'P.Vc ··-· -::;, ;:.,. -_. ,--,,, .-~- SEE SHEET 4 FOR STREET CONSTRUCTION NOTES STORM DRAIN LINE TABLE STORM DRAIN CURVE TABLE LINE BEARING LENGTH REMARKS CURVE DELTA L35 N84'17'12•w 6.35' 24" RCP C1 2'21'42" L36 197.19' C2 3·49•30• L37 199.96' CJ 9;5'00· L38 64.98' C4 4"36'26" L39 N88"04'08 W 109.36' 18" RCP L40 N03'27'41*W 17.33' 24" RCP STORM DRAIN NOTES: (CONTINUED) ,;;;..CONSTRUCT STORM DRAIN TYPE A-4 CLEANOUT PER SAN DIEGO \:::::I REGIONAL STANDARD DRAYING NUMBERS D-!!J AND D-11 ~CONSTRUCT CONNECTTON TO CLEANOUT PER CITY OF CARLSBAD ~SUPPLEMENTAL DRAYING NUMBER DS-9. BARREL SHALL BE A MINIMUM OF 3.0' LENGTH ALONG PIPE CL FROM THE OUTSIDE FACE OF THE CLEANOUT TO END OF £JARREL RADIUS 45.00' 1015.00' !!J85.00' 1015.00' BENCH MARK LENGTH TANGENT 1.85' 0.93' 67.76' 33.89' 159.02' 79.68' 81.62' 40.83' ,;;;;..MODIFY EXISTING STORM DRAIN CLEANOUT BASE FOR POSITTVE \:::::I FLOW DOWNSTREAM D£SCRIPTION: E-20 CITY OF OCEANS/D£ REMARKS 24• RCP 24" RCP 24" RCP 24" RCP ®CONSTRVCT A 6° 7HICK MINIMUM PCC BULKHEAD AT THE OPENING TO THE CLEANOIJT AFTER 7H£ EXISTTNG 1S-ACP HAS BEEN REMOVED. 7HE BULKHEAD SHALL EXTEND 1.0' MINIMUM BEYOND 7H£ OPENING. NUMBER 4 REBARS SHALL BE PLACED AT 12• OC BOTH WAl'S Wl7H 3" CLEAR FROM THE GROUND SIDE. SEE DETAIL HEREON AT RIGHT LOCA TION:FOUN[} CITY OF OCEANSIIJE BRASS DISC ON TOP OF HEAEJWALJ.. AT Nf}RTHEASTERLY CORNER OF EJRlf)GE OVERPASS OF £L CAMINO AT HIGHWAY 78, NOW STAMPED C.O.S. 8.M. E-20 RECORDED: PER BOOK 165, PAGE 7 El£VA TION: 49.826 DA TUM: 1984 A[)JlJSlEI) R [VA 1/0N BY: DgAA~-DATE: i,-29 -r)Lf R.C.E. 20508 REGISTRATION EXPIRATION DATE: 9-30-2005 ~Lohr+ Associates Inc. LAND Pl.ANNING 43513 RIOGE PARK DR. CIVIL ENGINEERING TEMECULA, CA. 92590 SURVEYING Ph. (909) 676-6726 21 KEY NOTES: k -cf: ' -T I. r-============+--'--+-'='--'--"-"-'--'-"-'--'--"'--s--=--'+-'-=--''-,!"-''-+'--'--+---'·+--,+·---'"'-'-'--+-'+'--'--'-'-'---''-'---'-'--'-'--'-'-'-"'-- _;_ __ 1·· --e-'-'--""-+--'--"---'"---"---"---+'-'--'--'---''-'----"---'+--'--'+--"-"'-'-i-'--:c-''l'-''--:c'---'+ ···-','...cc'c,'',:· =f-,-.:-+-i.,-,-'--',,-'-'-..,.l.'-,-..;.:;.;......L;....;._.;. __ i...;;.....Lc_c......L_fL-c..c_;.;......Lc..;.c.;_I --;--+-~-~-_ .. ( -- -'-lPROFILE SCALE .. I M --- . ' --___) r ' • I ,_ 22 II GRAPHIC 20 .. 1_1 SCALE *** _/ . ..-:::~;:-' .,.c=--: M 180 i ___ ___,j ( INFEET) 1 inch = 40 ft. 10 ** ST STATIONING HORIZONTAL: VERTICAL: ,· = 40' ,· = 8' 11 SD STATIONING fXIST STRUCTURE , . , ,, ,,, ___ ..... , ---,-,-'' ' "~ +-,,1-4-"+L..:,;-6"' THICK PCC SLAB <I ,L.r -·~ ½"-:-"" :;; ! -, ... , EXIST OPENING _{: !--__ 1-' I 12" MIN: (TYP) -'': ~---',•~"'' -~ ~#4 REBAR @ 12" D OC BOTH WA l'S _j 3" CLEAR (TYP) '5i'i,___P_C_C_B_U_LK_H_E_A_D_D_E_TA_I_L \:::,J NTS 11 AS BUILT" ,{-l$-p7 4 PROTECT EXISTTNG WAJB? VALVE IN PLACE P.6!!:t!J. -1-10-4z DATE 5 PROTECT EXISTING :,JREE I SURVEY MONUMENT IN PLACE 6 PROTECT EXIS'/JING SANITARY SEWER MANHOLE IN PLACE ~ 7/,r/✓7 INSPEC DATE lsJJ CITY OF CARLSBAD UQJ ENGINEERING DEPARTMENT 0 ' IMPROVEMENT PLANS FOR: THE SUMMIT AT CARLSBAD STORM DRAIN {MARRON ROAD) APPROVED LLOYD B. HUBE!S &r ·~ _,,,_,_ -.,,. ' 4 .. ~.--;?w;~ f REALIGNED S'fORM DRAIN ,,---._..,--~ CITY ENGINE PE2~1R£S 12-31-05 DATE t•Z.4 •• ., ~-II\ REPLACE0 SHEET ORIGINALLY SIGNED MAY 17, 2004 ~-So-oq.. fl OWN BY: RDK I I 0ATE PROJECT NO. DRAWING NO. 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L • ·.. ....... --= - -. . ; .. ~ = -. --~~~-<.,i>c~~=:-~ :.~=~~: ~,;= =•==-= --=·~·~ ---·=· -==~=~ ;~·:=~:-=.~=~~~--·_=~=--•.---~:-_ =J.-_---~--·_-_ ·_;~--. ~ = -=-~---~ C c=-~ -~ _:_ -~ -~ _-.:cc~-c:-c-~· ,-:-::--~-~~.--"_-~:_-==-~·-·--~·.~·~·-···_·=•·=··~--~~:·~ ~:----~-. -==~ --·-. -~:··-~;'.i=--;-_~_ •. ~•_=~i~=-. ·-,c.::--: •-~-~ ·= -~~·~ _Pi_R_~_R_r_f_~-~~-L:_f_: c_:_1_.L_. -E--- 17 CONSTRUCT/ON NOTES: DEMOLITION NOTES: -, ,--.., ·., ~ +- S--4-~+-~ ts>. CJil (.,,,i ~ 0) ~~ ~ ~g "'--, ~ 1:::1"-l 0sAKaJT £X/ST1NG PAVEM£NT PER THE UMITS AS SHOWN ON THE PLANS. THE MINIMUM 'MOTH SHALL BE NO LESS THAN 1' FROM THE FACE OF THE EXIST1NG BERM (j)REMOVE EXIST7NG AC PAVEMENT SECT10N PER THE UM/TS AS SHOWN ON THE PLANS 0sAWCUT AND REMOVE £X/ST1NG AC BERM PER THE UM/TS AS SHOWN ON THE PLANS w ~ ~ ft ~ ~ ~ ff ff N ,, ST UGHT .. -- -·-·-.. ----- 8" PVC. <·~~i--;·· ::~::".:·· -... -• ~ I ---•~-,,.,,,,,,;e_ -' -::. -----. . ":_ : ~/-~~···> ;' ---, - ---,_ - -~~~~-,.-.-" I L= '. i ':·,'. ) -.,__,,,,_ ·•----..: :> ,-,." _ C ·• 2# ---~-~~-- . 1 . ' .. $EE OIWJING. . / PLAN PER ·-· .. •. DRA:YANC 403-IM<. . , ------'-- II MARRON ROA.D SURFACE IMPROVEMENT NOTES: ®CONSTRUCT 4• AC OVER 13 1/2• CLASS II AB * SEE KEY NOTE 1 @cONSTRUCT TYPE G PCC CURB (VARIABLE CURB FACE} AND GUTTER (VARIABLE 'MDTH) COMBIN£D TRANSITION PER SAN DIEGO REGIONAL STANDARD DRAWING NUMBER G-2 @cONSTRUCT TYPE G PCC CURB AND GUTTER COM8/NED PER SAN DIEGO REGIONAL STANDARD DRAWING NUMBER G-2 oi- l.;::_:,~;. i:;, +-·: '-'; ~,'., SURFACE IMPROVEMENT NOTES: ICONT/NUEDI @coNSTRUCT TYPE A PEDESTRIAN RAMP PER SAN DIEGO REGIONAL STANDARD DRAWING NUMBER G-27 @CONSTRUCT CROSS GUTTER PER SAN DIEGO REGIONAL STANDARD DRAWING NUMBER G-12 AS MODIFIED BY CITY STANDARD @ADJUST STREET SURV£Y MONUMENT CAN TO FJMSH GRADE PER SAN DIEGO REGIONAL STANDARD DRAWING NUMBER M-10 KEY NOTES: A VEN/DA 'DE ANITA .. G THE FINAL PA VEM£NT SECTION SHALL BE DETERMINED BY THE SOILS ENGINEER BASED ON THE R-VALUE AF!eR THE ROUGH GRADING IS IN PLACE PER snTREE.x:r-r7 NOTE 1. THE MINIMUM STRUCTURAL SECTTON PER THE CITY OF CARLSBAD SUPPLEMENTAL DRAWING GS-17 IS 4• AC OVER 6" CLASS II AB. PROTECT £X/ST1NG STORM DRAIN MANHOLE IN PLACE STREET DEDICA 710N PER OOCIJMENT N0 • .?o11-<>e.-ic.30,1. RECORDED NW."" .,,,., I "··ff! 02-122 +60.00 T RJTIIRE MARRON Rf)A0· 4[.IGNMENT PER OLIA Y CONSI.JL TANTS STUOYJJA 7ED J1JNE .Z 1999, "Rf:'.ASED PRELIMINARY RO~ ALl(JNMENT" . •. 28 GRAPHIC SCALE 0 20 <-0 so I i i I ( IN FEET ) I inch = 40 ft. 29 __ _, __ _ 160 I "AS BUILT" DATE: /2-J-p'J P.E. ZoYoB EXP. t:/· 1tr(J7 DATE (])REMOVE INTERFERING PORT10N OF EXIST1NG STREET BARRfCADE @CONSTRUCT PCC SIDEWALK (VARIABLE WIDTH} TRANSIT10N PER AND DISPOSE OF IN A PROPER MANNER. RECONSTRUCT END OF SAN DIEGO REGIONAL STANDARD DRAWING NUMBER G-7 ® ADJUST SANITARY SEWER MANHOLE TO FJMSH GRADE PER CARLSBAD MUNICIPAL WAID? DISTRICT STANDARO lJRAWINGS PER SEWER DRAWING NUMBER S-1 BARRICADE PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER M-9. THE END OF THE BARRICADE SHALL BE A MINIMUM OF 3' FROM THE STREET CENTERLJNE. WATER NOTES: @CONSTRUCT 2• WATER SERVICE CONNECT10N FOR RECLAIMED SERVICE WITH BACKFLOW PREVENTOR FOR IRRIGA 110N USE PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWINGS W4, WB, AND W20 ®CONSTRUCT 2• WATER SERVICE CONNECT10N WITH 2• METER FOR RECLAIMED SERVICE WITH BACKFLOW PREVENTOR FOR /RR/GA 110N USE PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWINGS W4, wa AND W20 @cONSTRIJCT PCC SID€WALK PER SAN DIEGO REGIONAL STANDARD DRAWING NUMBER G-7 @CONSTRUCT STREET UGHT (9,500 LUMENS) PER CITY OF CARLSBAD SUPPLEMENTAL STANDARD NUMB£R GS-6 @CONSTRUCT TYPE A TR£NCH RESURFACING PER SAN DIEGO REGIONAL STANDARD DRAWING NUMBER G-24 @CONSTRUCT GUARD POST AND BARRfCADE PER SAN DIEGO REGIONAL STANDARD DRAWING NUMBER M-9 @RELOCATE PROPERTY UN£ IRON PIPE AS DIRECTED BY THE £NG/NEER OF RECORD @RESTORE STREET SURVEY MONUMENT PER SAN DIEGO REGIONAL STANDARD DRAWING NUMBER M-10 ® ADJUST TELEPHONE MANHOLE TO FINISH GRADE AS DIRECTED BY OTHERS. @cONSTRUCT CONCRETE DRIVEWA y (CONTIGUOUS SIDEWALK) PER SAN DIEGO R£GIONA/. STANDARD DRAWING NUMBER G-14A @CONSTRUCT SIDEWALK UNDERDRAIN PIPE PER SAN DIEGO REGIONAL STANDARD DRAWING NUMBER D-27 AS MODIFIED l!JY CITY STANDARD BENCH MARK DESCRIPTION: E-20 CITY OF OCEANSIDE LOCATION:FOUND CITY OF OCEANSIDE BRASS DISC ON TOP OF HEADWAU AT NORTHEASTERLY CORNER OF BRIDGE OVERPASS OF EL CAMINO AT HIGHWAY 78, NOW STAMPED C.0.S. B.M. E-20 RECORDED: PER BOOK 165, PAGE 7 ELEVATION: ---'4"'9.""82"'6'-------DAWM: 1984 ADJUSTED ELEVATION L Lohr+ Associates Inc. LAND PLANNING 43513 RIDGE PARK DR. CIVIL ENGINEERING TEMECULA, CA. 92590 SURVEYlNG Ph. (909) 67·6-6726 INSPECTOR t----+---+------------+--+------t----+-----11 SH4EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 1 10 ;:==:'....'.::::::========='....=:==: If\ AS BUILT TOPO DA TE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CtTY APPROVAL IMPROVEMENT PLANS FOR: THE SUMMIT AT CARLSBAD MARRON ROAD APPROVED LLOYD B. HUBB~ A < ~ ~ " ;:-., ~ ., n?(...,.41 CITY ENGINEE PE2388_.;rEXPIR£S 12-31-05 DATE OWN BY: HOK I PROJECT NO. I DRAWING NO. 2~ ~~~ P'7 SOP 00-17 408-fJ 10' --·~ -_::__-_:~-~:~~.::·.-=;--______ -. ___ ·-_·. _ ;.·.·.::_--· :-.::--=--.---~~~ ~:--~ ~~ . :; --··-·-___ _ ----:-~.-::--·.,, .. --, -·_ ·-_ ~ ----· · ··--,, ____________ ---_--:_·-::-c-.-:c_cc_-:-c_-cc_"'i,----,_ ---: __ ---c_--c __ -=_ -, ---:0 cc: ___ =_=-+-:-=-_---:_ --c::-c==. __ . -~------__ .' _:-=--· --_ :_·_:_-:_·-:·--=.:---=--.-=-:.·~---;· _ -~~:--.:_~:'~-= ·...:· ::__--::::;:---...:...: _______ _________ , ___ -_-_-_-:· .-:-...:· _:_•.::.:_ ·: __ : ------~ __ -_ : -\-=~-:: : ...: __ ---:_c--_,.;_-::_c_--:::_--:: ___________ -__ =--------------c=--cc-==-"-'-· --.:~•-., :-:.._·---:-.~~~-----: ______ ---: __ ~ ___ ~--------_-_:::---,.-, __ -_-__ -_----,-_ -· •-----c~cc, ---= 1-__ :_t_ ---------·--------______ --·--------, ~~--•---,:-·_---------__ f.___ • --_________________ , _,_ ---------------------------__ ,........-..7-···"""----· ---_-________ :=:·-----·:_~~~,-==-1--___ , _____ ;:::·-·--------=-: __ 7_:_ r· ----:---_-:_; ----_ _:,_-...=:_ -----__ :_ ::'."_::_ --~-------------·-----1 ' ,---------------------·=-·-·::-::-_:=--:.-:r·:_-.::·,:--:-·· > ·: ___ i----------------·--.:·--:_:-_--::__:_-__ ~::.-:::::-·" ---------' ---~-:-::-·-~----·-----,:--+--~----_-_-~. :-=-=-----=--•=--=:-::-cc-c__-i:=-cc---==-c=--·-------____ !-----•----' ----~~--~---:=_:L -----· -:_: _____________ :-------• :_ .c ,:_': :__ ____ ,, ___ ,------------· -----_ _ _ _ _ ___ --:0: ---==--=:= _ -. ____ , __ ;c_: _____ -_cc:=---='==='=-----------------,::::_:cc:::;-:-__ '--_-_-_-_~_-__ -•__ _ _ ------------~-: _ __ _ . _ -___ ._ [-----------------------------------------------------·------------------------------·-----,_ --------------------~--------------. ,-,--,-' __ :::_::-_-_:-_--_:_:-:_,-_---,_---------,------...::::.=:...-:-_=::::..._-:_:-::=--==---=-=-=-----1-----i_:_-----------,-----------------: __ -_,1.. __ :__-• I __ , --------,-· ------,---_____ , -.---__ :·-.. ----------::.•--=-~----_::~-------=---·------------,--_--____ ---_-_-_-----.----_--__ -. _-: __ -• --~ :::=--:---== :=-:::-~.r--==----:....: _ _; _:_·_-__ :_ ____ ___:__::-::_ ;:_:_ ---~ -.. -=--=--=:= :_--_ __ >:--i -~ ~ -~ --::. ---:=--,,_---=------_-- ---------=-::::...-_::.>"=:===:,,+.::=,=, -:-~--=--:·=--=--·::---_·--:::-=:-:-=-----= , ----, - - -. . -___ -- - ---------. --- -.-_ --_ ----=-------. -_ ---~:~ =-_ -----.-___ --::.·_------~----~ ---~---=-.: -~_::.-___ -------· ---------------·-----:-::-_-_---:-:::.::.: ==--=----. ---,----, . . ---------=-=::.: __ =-----::--· -:· --= ----~~ :_ -----~--i -----------------------·----- ~-'------i--_----·-:-::.-: ~--: _--::. ----' - ---:: ____ ,. --------="-~:::.::.-.. --- -------,---=·" ---,----,_ -.. ; . .:. __ ... -.::. .... ---~ -: --. . ·-·--------·-- -!;._~ __ ,_ -. ---· . ___ :J_-___ -_-: __ ;:_ --- ----------:_ : _·:-__-___ --~-~~--.,----•·--------~:,:~----' -~~_::.-____ _;, ___ ::___ --. _,_ --+ .. ---.---_-. ~-:---' , ... --~---~---=-=--=::. ---------'-----=---------=----------------'------------~ _ __::.'=._:_::_ _ _F ' ---· " __ _::_::__ : -=----:..=-_ _:_ :-:-:___------, __ ---, -__ :-:.: ------------------+--~ =_::___::==!::==---------~--+-- ----------~-=----+--- -------~~---+-=--·~-~---------~~- -' _ _, __ ,, • •------- ----•--•~ •C •---• -----' ----•-•------•~--• -• ----• ----•---•-••--••--•-•--••~-• ---•-••-•---••--,------~------•• -"•• -----• " - - -.----,--'-• • •--"'" ' ---• - --:_-_---:_:__-,-_' _____ -· --------,------=·=--::__::_ __ ,~--------··--·----+-__________________ ---------,· ____ j_:___ --_-__ ::::__-_-~;-______ -· ---_~:: _____ . -__ -1 --------------·-_:·:_::::~_::.__ ---------------_:__-__ -__ -_-.::::::-=:_-_:,:::-_-::_: __ :_-_-:-.:: . .-:.:::. ________ ----------_____ { _____ -____ :-----_--_-:::,=.-:-==-• ---,---------•~-·--, ---·-·-·---------., --- --• -----_ ___ _ ~-'----_ __ \ --~-----·--·---------~-·-····-~-----•-·· ---·--·----·---------------•------a------··--··-·--• -· ··-· ·--· ·------_____ _,_ ______ -· ---··--•·------:"'_-:---_ ::_ -_ ________ ____ _ , ---· ----; --· -··-··-==--------::_~::_ ::_-:•-.::_-;-_::·_:_:_· _ -~-··;.::.:_::-·_, -. -:, _-__ _:: :-==--=-·· ------·• -·---___ , ____ , ______ ' ... ---~ ---·. __ ~-:----~='---'--= , -, _ _::_,-:; __ :_--::__::_:-_-,::_ __ :--_:_-__ ------- ,__ -------· ·-----------------------------------------------·---------------'----------=1--=--·---------"------------·--·-------·---•-------=-----'----~-------------·------~!_-__ ···~-=--=--=----------------·=-=--=-=:::::::__ _____ . ,_----------------~:~--cc~i--_:-_r---}C-_-~~~-;_ .• -.. -_: ·•· •• ··_-· __ --.. ••--•-.-• -• -_-. -••--•-... --#i,~ _-c -•-•. · -~--c-;_ ,~:~ ,::_~-~ ;~~ f ~:-$1! El ~ -f ------·------ --~~-----~----'1_:C "" ·t~-" ~ ,.,._ --""-1::t-:1---~i I ~ -i--~---i ~ --~ ~ i'!c-~ _,,, __ ce,=-.c --c -· -~ --~ _,:c _ _; ---_-::::. -• -•----- -~1;-•~-~ ~~-~:--!~--~!! _!~-=~~~--~~~;~~f ~~{~~; .------~;.:• ·•-~-~-.)-~-=;;~~ --=~-,i • -=---_;~~2-_--•~•••.-~-~=~-·-_ ------~c-_l --··-·--- - -------, ---------.------' --------" ---•---------------------------- '-----------------------------·-·----·' ---, ----------------•-- . --------------------- - --·---' ----______ , --- -------. - - -----·----·---·------------------------------ -----···-··-------~-------·-------------------------------- ----·-· --. ------____ , ----·---------•-·---------·------------------------------------__ , ---. ----------------------------·-----------"·-------·------·------·-------- -------~ -------------·-...... ---·------" ------·· ---------------- ----------------------___ _,_ __ . -·---------------------• - --------------____________ cc: __ -__ ~~-----'--=-=--c:::_-_,--_c:_c_:_ ___ c_--------- --------=--,-=:-_:_:-·· . ------------ -__ ::_ -:.::_ _::. ·-=---=--=--=-=----=---=---=------- - --___ .:..=--=::--::_:=--------_--------___ ---·._ -----·:::-::-:-_-_-___ ···::-:_::::_· _--::::_:_: ::_ --=-::---==~--=---:-~ -: -~-----::_ -~--~-:_--.::.~ . ...:::_:_--:::_ -==-~::.-- -=-=--==---=--•: =---~---- ---------------------------- - - ---------------------------------·-----------------·------------ - - ---·-------~------------·----~ --------------- - PROFILE SCALE HORIZONTAL: 1• = 40' -,_ - -----------------------~~----------~------------___ --_-_-_---~-----~---_-~----~---~------~----~---~----_--_-_--_-~-,---·---------- VERTICAu 1• = 4' 17 18 GRAPHIC SCALE "' 0 20 "' 80 160 ~-! i ! '---~1~ ( IN FEET) 1 inch = 40 ft. CONSTRUCTION NOTES: DEMOLITION NOTES: (j) REMOVE EXISTING 1e• CMP AND DISPOSE OF IN A PROPER MANNER 0 REMOVE EXISTING PCC DRAINAGE DITCH AND DISPOSE OF IN A PROPER MANNER 0 REMOVE EXISTING STREET BARRICADE AND DISPOSE OF IN A PROPER MANNER 0 SAltCUT EXIS17NG PAVEMENT PER THE UM/TS AS SHOWN ON THE PLANS. THE MINIMUM WIDTH SHALL BE NO LESS THAN 1' FROM THE FACE OF THE EXISTING BERM 0 REMOVE EXISTING AC PAVEMENT SECTION PER THE UM/TS AS SHOWN ON THE PLANS 0 SAWCUT AND REMOVE EXISTING AC BERM PER THE UM/TS AS SHOWN ON THE PLANS 0 RELOCATE POWER POLE TO THE LOCATION AS DIRECTED BY OTHERS 19 20 SURFACE IMPROVEMENTS: @ CONSTRUCT 4• AC O',,ER 13 1/2• CLASS II AB ,. SEE KEY NOTE 1 @ CONSTRUCT 12• AC DEEP LIFT PAVEMENT SECTION 21 @ CONSTRUCT TYPE G PCC CURB (VARIABLE CURB FACE) AND GUTTER (VARIABLE 'MOTH) COMliJIN£D TRANSITlON PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-2 @ CONSTRUCT TYPE G PCC CURB AND GUTTER COMBINED PER SAND/EGO AREA REGIONAL STANDARD DRAWING NUMBER G-2 @ CONSTRUCT TYPE A AC DIKE PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-5 ® CONSTRUCT PCC SIDEWALK (VARIABLE WIDTH) TRANSITION PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-7 @ CONSTRUCT PCC SIDEWALK PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-7 ' "'½-- BY: ,11 / ----<. DATE: IZ-J-!)3 22 .... "' 28 STORM DRAIN IMPROVEMENTS @ CONSTRUCT A 5• 1HICK MINIMUM PCC BULKHEAD AT THE OPENING TO THE CURB INLET AFTER THE EXIS71NG 18• CMP HAS BEEN REMOVED. THE BULKHEAD SHALL EXTEND 1. O' MINIMUM BEYOND THE OPENING. NUMBER 4 REBARS SHALL BE PLACED AT 12• OC 8071-1 WAY.S' Wl71-I 3• CLEAR FROM THE GROUND SIDE. SEE DETAIL HEREON AT RIGHT WATER IMPROVEMENTS ® RELOCATE EXISTING WATER METER AND SERVICE AS DIRECTED BY THE DISTRICT ENGINEER TO THE LOCATION AS SHOWN ON THE PLANS AND PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUM8£R W3 @ RELOCATE EXIS17NG FIRE HYDRANT AND SERVIOE AS DIRECTED BY THE DISTRICT ENGINEER TO THE LOCATION AS SHOWN ON THE PLANS AND PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD ORA.WING NUMBER W12 ® RELOCA 1F EXIS17NG WA T£R RISER AND SERVICE AS DIRECTED BY THE DISTRICT ENGINEER TO THE LOCATION AS SHOWN ON THE PLANS AND PER CARLSBAD MUNfCIPAL WAJB? DISTRICT STANDARD DRAWING NUMBER W7 BENCH MARK DESCR/P1/0N: E-20 CITY OF OCEANSIDE 24 25 26 KEY NOTES: CD ,. THE MINIMUM STRUCTURAL SECTION PER THE CITY OF CARLSBAD SUPPLEMENTAL DRAWING GS-17 IS 4• AC OVER 5• CLASS II AB, 8E D£7FRMIN£D THE RNAL PAVEMENT SECTION SHALL BY THE SOILS ENGINEER BASED ON AFTER THE ROUGH GRADING IS IN A THE R-VALUE NOTE 1. PROTECT EXIS17NG CURB INLET IN PLACE PROTECT EXISTING BLOW OFF ASSEMBLY IN PLACE PROTECT EXISTlNG POWER POLES IN PLACE PROTECT EXISTING GUY UNES IN PLACE 'LACE PER STREET L Lohr + Associates Inc. @ .---" .. ·-· ------------------------ -28 "' ..... <f -Oil<' fl -18+75. ST TC AT 27.00 RT ANGLE F'O/Nl-AND -END -7RANS/710N <I ~- DOST STRU!;TURE 47 I ' ·- DETAIL A SEE PLAN VIEW HEREON AT LEFT SCALE: I" = IO' -----------TRACT BNDRY --24+22.09 ST TC AT 27.00 f?r END TYPE G CURB AND GUTTER BEGIN rtP£ A AC DIKE I I I I I I I I I DETAIL B AT END TRANSITION JOIN EXIST AC DIKE END SAIK:UT LIMITS SEE PLAN VJEW HEREON AT RIGHT SCALE: 1" = 10' -i-,,,it-t'~' tl--'-'---6" THICK PCC SLAB 72" MIN , +<-'. ➔---➔--·',;' · EXIST OPENING (TYP) -~ -•" -_t. ' "AS BUILT" ' a •• ,O ,.. ---, ~#4 REBAR @ 12" ----. ~ OC BOTH WAY.S _J P.~XP~ 3" CLEAR (TYP) q-~-,,-1>7 L-zs-i,z DATE PCC BULKHEAD DETAIL REVI~:: NTS ?' /4-,/47 ~· (2/4;-ISPECT □R DATE I SsETI CITY OF CARLSBAD L1QJ ENGINEERING DEPARTMENT . IMPROVEMENT PLANS FOR: THE SUMMIT AT CARLSBAD HA YMAR DRIVE APPROVED LLOYD B, HUBBSd'r /Z I~"'~~~ ~II( Sh~k>c./ CITY ENGINEER -PE 23889 XPIRES 12-31-05 DA TE -NO, 20508 XP, 9-30-0 gro'N~R LOCA 1/0N:FOUND CITY OF OCEANSIDE BRASS DISC ON TOP OF HEADWALL AT NORll-fEASTERLY CORNER OF Bl?lf)IJE O'IERPASS OF EL CAMINO AT HIGHWAY 78, NOW STAMPED CO.S. B,M. E-20 LAND PLANNING 43513 RIDGE PARK DR, A', AS !JU/LT TOPO OWN BY: HD/( I PROJECT NO. I DRAWING NO. Cl \ R.C,E, 20508 REGISTRATION EXPIRATION DATE: 9-30-2005 RECORDED: PER BOOK 165, PAGE 7 ELEVA 1/0N: 49,826 DA TUM: 1984 ADJUSTED ELEVA 7/0N CIVIL ENGINEERING TEMECULA, CA. 92590 SURVEYING Ph. (909) 676-6726 DATE INITIAL DATE INlllAL DATE INlllAL CHKD BY: ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: F_/47 SDP 00-17 403-9 - / / EXISTING ST · ... · A-. r£NTERUNE ~.. '-._EXISTING .. EXIS11NG YEll.OW CURB AND------ GUTTER '"" ;, ~ • C .• -~- ·· "--EXIS11NG STRW , ... ··I . I EXIS11NG ST ... ... ·· ··· · CENTERUNE ~ .. ~~Gy:~·············· ···7· CURB AND EXISTING_,/ GUTTER ST RW 11 SIGNING AND STRIPING NOTES: 1. 2. 3. TH£ CONTRACTOR IS RESPONSIBLE FOR ALL SJGN/NG AND STRIPING SIGNING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO TH£ LATEST CALTRANS TRAFFIC MANUAL, CALTRANS STANDARD SPECIFICATIONS (JULY 1999 OR LATEST VERSION THEREOF}, THESE PLANS AND TH£ SPECIAL PROVISIONS ALL SIGNING AND STRIPING IS SUBJECT TO TH£ APPROVAL OF THE PUBUC WORKS DIRECTOR OR HIS REPRESENTA TJVE, PRIOR TO INSTALLA 'llON 4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL 8£ APPROVED BY THE ENGINEER OF WORK AND PUBUC WORKS DIRECTOR PRIOR TO ANY CHANGE IN TH£ FIELD 5. ALL SIGNING AND STRIPING SHALL 8£ REFLEC'llVE PER CAL TRANS SPECIF/CA 'llONS. STRIPING SHALL 8£ REPAINTED TWO KE"EKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLEC'llVE SHEETING (HIGH INTENSITY OR EQUAL) 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTTON PROJECT KfLL BE RESTORED TO A "LIKE NEW" CONDITTON, IN A MANNER MEETING TH£ APPROVAL OF TH£ CITY INSPECTOR 7. EXACT LOCA 'llON OF STRIPING AND STOP LIMITS SHALL BE APPROVED BY .TH£ PUBUC WORKS DIRECTOR OR HIS REPR£S£NTA 'll\1£ PRIOR TO INSTALLA nON 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES. MARKINGS AND PAVEMENT LEGENDS BY GRINDING. D£BR/S SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR 9. ALL PAVEMENT LEGENDS SHALL BE TH£ LA TEST VERSION OF THE CAL TRANS METRIC STENCILS 10. LIMIT LINES AND CROSSWALKS SHALL 8£ AELD LOCATED. CROSSWALKS SHALL HA VE 10' INSID£ DIMENSION UNLESS OTHERWISE SPECIAED 11. ALL CROSSWALKS. LIMIT LIN£$, STOP BARS. PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL 8£ THERMOPLASTIC UNLESS OTHERWISE SPECIFIED 12. FIR£ HYDRANT PAVEMENT MARKERS SHALL CONFORM TO TH£ LA TEST CAL TRANS TRAfflC MANUAL AND SAN DIEGO REGIONAL STANDARD ORA WING M-19 13. ALL MEDIAN NOSES AND FLARES SHALL 8£ PAINTED lfll.OW 14. ALL SIGNS SHALL 8£ STANDARD SIZE AS SHOWN IN THE CALTRANS TRAfflC MANUAL UNLESS OTHERWISE SPECIFIED 15. 16. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45 WHEN A SIGN IS ATTACHED TO A POL£, IT SHALL BE MOUNTED USING A STANDARD CITY MOUN'llNG BRACKET WITH STRAPS 17. EXISTING SIGNS REMOVED BY TH£ CONTRACTOR SHALL BE D£L/V£RED BY TH£ CONTRACTOR TO TH£ CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS £X/S'llNG TO RELOCATED OR TO REMAIN PROPOSED CURB AND GUTTER ' ' ',, ,, --------~ \., ,, "-, _,, ~-.,~ .. ,.,, ... "-'"'~'-------- -----','. •-<--> ,;•ft•=vv' MARRON ROAD 111 TRAFFIC NOTES: @ § @ 9 9 9 @ 9 § @ @ REMOVE £X/STING STRIPING PER LIMITS AS SHOWN ON THE PLANS CONSTRUCT A W53 ·Nor A THROUGH STREU-SIGN PER TH£ CAL TRANS TRAFFIC MANUAL CONSTRUCT A R-1 STOP SIGN WITH A STREET NAME SIGN PER TH£ CAL TRANS TRAFFIC MANUAL CONSTRUCT A W-17 ·sTOP AHEAD. SIGN PER THE CALTRANS TRAFFIC MANUAL CONSTRUCT A CENTERLINE YELLOW STRIP£ PER CAL TRANS TRAFFIC MANUAL DETAIL 1 CONSTRUCT A 12• SOLID WHITE STRIP£ PER THE CAL TRANS TRAFFIC MANUAL CONSTRUCT A TWO-WAY LEFT TURN LAN£ PER THE CAL TRANS TRAFFIC MANUAL DETAIL 31 CONSTRUCT A LEFT TURN PER THE CAL TRANS TRAFFIC MANUAL AGURE 6-20 CONSTRUCT A LANE STRIP£ PER THE CAL TRANS TRAFFIC MANUAL DETAIL 8 CONSTRUCT PAVEMENT LEGEND MARKINGS PER THE CALTRANS TRAFFIC MANUAL AGUR£ 6-36 CONSTRUCT PAVEMENT ARROW MARKINGS PER THE CAL TRANS TRAfflC MANUAL AGUR£ 6-JB BENCH MARK DESCRIP110N: E-20 CITY OF OCEANSIDE LOCA 1/0N:FOUND CITY OF OCEANSIDE BRASS DISC ON TOP OF HEADWALL AT NOR1Hf;A$TERLY CORNER OF BRl[)GE OVERPASS OF EL CAMINO AT H/GHWA Y 78, NOW STAMPE}) C.0.S. B.M. E-20 RECORDED: PER BOOK 165, PAGE 7 ELEVA T/ON: 49.826 DA TUM: 1984 ADJUSlED ELEVATION A SJOP llliAD I.Y ~ dfef' ✓l>+,o?'" BY: ·-· · '·-Alfb 'W...101R R.C.E. 20508 REGISTRATION EXPIRATION 931 LINEAL FEET 2 EACH 2 EACH 1 EACH J8 LINEAL FEET 46 LINEAL FEET 1,843 LINEAL FEET 90 LINEAL FEET 1,941 UNEAL FEET 4 EACH 3 EACH DATE: /2-/-i!i:J DATE: 9-30-2005 L Lohr + Associates Inc. LAND PLANNING 43513 RIDGE PARK DR. CIVIL ENGINEERING TEMECULA, CA. 92590 SURVEYING Ph. (909) 676-6726 ,.._._ . -~ ......... . " ----~ ····•· "-cxts1fNG OOIJBl£.. ·c· ..... -YEll.• .. ·•0W. l.JNE .. . ----,,_ EXISTING AC BERM • .. ------- --- --------""' ----_------~-~----~ -. -- ... ·-.. ,. ......... , ). EXISTING CURB AND GUTTER /1\ AS f.?;,V/LT TOPO DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION ' , · .. ~ «> I DATE INITIAL DATE INlllAL OlHER APPROVAL CllY AP PROV AL ....... . . 1 \ / ·. F . -.---~--~ _, ' ' -/ -. / / ~::.:--~~7""-z __ _ ~---=€V . ' _· GRAPHIC SCALE 20 40 80 1;eo I I I I ( IN FEET ) 1 inch -40 ft. "AS BUIL T 0 ~ t-211-07 P.E. ZvzJl/J. EXP. cf-Jll· ~7 DATE REVIE\IE~ 1/4,zfa7 ~4~ ' INSPECTOR DATE I SBET I CITY OF CARLSBAD UQJ ENGINEERING DEPARTMENT 0 IMPROVEMENT PLANS FOR: THE SUMMIT AT CARLSBAD MARRON ROAD AND HA YMAR DRIVE SIBNING AND STRIPING A~O~D LLQYD B. HUBBS jf 'r h y.;; ·--/7 · .• · •1 .,, ~pl/ CITY ENGINEER,... PE 2J88MEXPIRES 12-31-05 D~ TE DWN BY: HOK I PROJECT NO. I DRAWING NO. CHKD BY: SOP 00-17 RVWD BY: P-1 408-9 . ·, 11' . J -----------------, ----· -·-_, ___ ··----~ ---______ , · --~-----------'---------------- ----·. -·7---1-----·-::-----------~-===.:.-::-.-__ -:::_:---·-·-' - --------·------•--·-· -·-------- - ------------------------------------------ ------------------------------- -----···· .. -··· --------·-··. -- ■---'------···------. ---·. ----·---------,--- I, 10+11.00,i.iivk a: 11+21.25'.LIN£ Of . I) ------------···--· ------··-·--··------>--- -+----------------,··---··---- ---------------------- 22 1 '2" FL X P, BEND &T/3 HG 255 L11 -8;:0::~7*.-.~.:.= =--~·.-_-~.·=-=~.:-:~·.-"re-==·=•~=~~= .. --------··· ------··----··----. __ -,_-_:_• ______ _ .'(._ ... ' : I 1----. ----• 1·-,, ... i•---~- .1- i • I , I ')'". I" ., ,,.,,,_ .. ,,C'"" :f -:J,,· ' .•~~-- , I ,7 I •1--.. -· ' \. ', __ ,,j .. I' ~=-· .L , ---- _,__ -o-1 ."" '<t- . '~·----· "· ·- " -, ___ . FH 8 12+44.83 12.08'RT ,__ ..--., C c:, .., . ' ,4') _:_·_, - "·-·------. 84 _ I =--~~----~ ---- c:, ~-!~---. --.. --' '-· ---------. ::"-f-.. ·--~----'! '. - -----·, J"-'.--_;,---~ 1 .HG 255 .!<:' :?<i m••,~~ -!,-.• ~---·--- 1--.: ~·- ''°>'"""-"'!~ . "O C"" ···: LCj--- '• '" -. --- ."5 - Cc> -. -- ----c --"" -- -_-___ - 14 "''?, • '?, ()() <->-~ ·· ---<ss AH -·; 1 J+Y/6:00 L \i'' ,' ' ,J' -'"E" ---:-. ~ =-----C-~-C:-::-- '"' 0 I _ . ..,. NO&;TB 84 /J'IJ."'{o 'WIDE ' \ ' C UTIUTY EASEMENT PER . ..2011-CS"'ibSO I ED N'"'· og -Lo I I 120 \ \ " -. - \ \ _ EXIST-. "1rr GV ----------, _____ , __ _____ , __ -----· ---------, _________ . ------~----·---------------- - - - --····--·---·----- --------· -. -------__ , - --, __ -r-•••-•-••-•-- _--..,.,.----..,...---::, -----·-___ -____ --I-- - --·------·----------- -- -::---~--=-=, --' ----~----,_ -----~~ _ _. __ _:__:-.-=-=.-=-~~-~-::--=--------~ =-·~:--=~~-~·-=-~~---=·~=--==-:--=------·-------··------·· _,_----·-·-<·~;=:::=-,-··~ --L_ --• -- ------------------------------ ---------------------------------I ----------- -------. ··~. -. • : :_: ~: ~:_-~. . . . •. -~ :.:::: :·ccc ::: :::-:::::::> ·-Tl&SJRIJCT3{ffl 7J/l .!£:-S.'!J?.'l(::... -... -• :.:::::.:':.. ~.:::=~ ·~ C: -::: ::-:::: :::.: ---------------------·---··----··-----·--··---·-· ~-----··· -~-·--· ------· ----· ····· ------•.··•·=-:-~:__~---_~---·---: :-: ,-=•.,-~:::.?i~f'l£-frr"f]fJE-JE,-• --· ··-·---... .-- - --·--·-------·--·----·----•. ·-"····. HORIZONTAL: - - ----------------------------------------· -··-------- -·----------------·--··---------··-· ---------· ---"--------------- ------___ ., __ ----.... --------------------~ ---~------------•-.. ·----------------------VERTICAL: 10 11 12 ----·-----------------· ··=:__ · "···-------------.~~---------,---,=---=--=--=-----13 14 15 ••• GRAPHIC SCALE 20 '"' so 160 1_1 I ___ __,! SEWER WATER LINE TAIILE ( IN FEET ) 1 inch -40 fL CONSTRUCT: 1-8"FL TEE& T/3 1-8"FLXPJGV 2 -FL 8" GV I -8" FL X PJ 11 ¼" BEND 1 -8" FL X PJ 22 ½" BEND 1 -2• MAR 16+52.32 LINE A LINE BEARING LENGTH L1 N08"!53'34"W 60.16 L2 N22"52'14"W 92.17 L3 N04"!59'55"W 12.56 L4 N04"!59'55"W 34.62 L5 N41'21'55"W 73.04 L6 N13'57'29"W 40.92 L7 N45'30'55"W 74.84 LB N89'25'55"W 378.24 L9 N85V0'05"E 10.00 LIO N66"35'055•~ 10.74 L11 N89'25'55"W 253.27 L30 N89'25'55"W 305.00 CAUTION!! NO CUTTING OF AC PIPE JS PERMITTED. CONTRACTOR SHALL REMOVE AC PIPE TO THE NEAREST COUPLING AND INSTALL ACP X PVC ADAPTOR AND THE 10• PVC CLASS 150 C900 NECESSARY TO INSTALL THE TEE A T THIS STA TION REMARKS 8" PVC CLASS 150 C900 WATER 8" PVC CLASS 150 C900 WA /FR 8" PVC CLASS 150 C900 WATER 8" PVC CLASS 150 C900 WA/FR 8" PVC CLASS 150 C900 WATER 8" PVC CLASS 150 C900 WATER a• PVC CLASS 150 C900 WATER a• PVC CLASS 150 C900 WATER 8" PVC CLASS 150 C900 WATER 8" PVC CLASS 150 C900 WATER 8" PVC CLASS 150 C900 WATER 8" PVC SDR35 SEWER 25+02.32 10.00'± EXISTING 10" ACP LEA V£ 1ST LENGTH OF EXIST 10" ACP EAST OF EXIST 1 o• TEI BENCH MARK CONSTRUCT: DESCRIPTION: E-20 CITY OF OCEANSIDE CONSTRUCTION NOTES: SANITARY SEWER IMPROVEMENTS: lci\ CONSTRUCT 8" PVC SEWER SDR35 MAIN PER CARLSBAD MUNICIPAL WATER V DIST/f/CT STANDARD DRAWING NUMBER S5 @ CONST/fUCT ACCESSHOLE PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUMBERS SI, AND S4 Q CONSTRUCT SEWER MAIN CLEANOUT PER CARLSBAD MUNICIPAL WATER '.:::;J DISTRICT STANDARD DRAWING NUMBER S6 r,;;,,, CONSTRUCT 6" PVC SDR35 SEWER LATERAL PER CARLSBAD MUNICIPAL ~ WATER DISTRICT STANDARD DRAWING NUMBERS S5, AND S7 Q CONSTRUCT 6" SEWER LATERAL BACKWATER VALVE PER UPC SECTION '.:::;J 710. 1 2 -10" ACP X PVC ADAPTOR -SHORT LENGTH 10• C900 LOCATTON:FOUND CITY OF OCEANSIDE BRASS DISC ON TOP OF HEADWALL AT NORTHEASTERLY CORNER OF BRIDGE OVERPASS OF EL 1 -" '8" PJ X FL TEE & TB 1-8"FL GV ' 'EX;STJ ro;t,'0- .BY:~y . R.C.E. 20508 CAMINO AT HIGHWAY 78, NOW STAMPED C.O.S. 8.M. £-20 RECORVED: PER El ELEVA TTON: 49.8 OOK 165, PAGE 7 26 DAlE: /2-J-o-:J DA TUM: 1984 ADJUSTED ELEVA TION REGISTRATION EXPIRATION DATE: 9-30-2 005 ••• WATER WATER IMPROVEMENTS: STATIONING lci\ CONSTRUCT 8" PVC WATER MAIN CLASS 150 C900 PER ~ CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIF/CATIONS FOR CONSTRUCTION OF PUBLIC POTABLE WA/FR FACIUTIES @ CONSTRUCT SPRINKLER SYSTEM CONNECTION WITH 2 1/2" DOU/JLE CHECK DETECTOR ASSEMBLY PER DETAIL ON SHEET 10 ~ CONSTRUCT 8" GA TE VAL VE PER CARLSBAD MUNICIPAL '.:::;; WATER DISTRICT STANDARD DRAWING NUMBERS W13, W75. W76, AND W/9 Q CONSTRUCT 2" WATER SERVICE CONNECTION FOR DOMESTIC ~ SERVICE WITH BACKFLOW PREVENTOR PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD ORA WING NUMBERS W4, Kfl, AND W20 r:;;;-., CONSTRUCT RR£ HYDRANT ASSEMBLY PER CARLSBAD \::::;I MUNICIPAL WATER DISTRICT SMNDARD DRAWING NUMBERS W72 fod\ CONSTRUCT CONCRETE THRUST BLOCK FOR ~ NON-RESTRAINED JOINTS PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUMBERS W/5, AND W/9 Q, CONSTRUCT BELOW SURFACE 2" AIR VACUUM VALVE ~ ASSEMBLY ASSEMBLY AND APPURTENANCES PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUMBERS W7, AND Kfl ro;;., CONSTRUCT 2• MANUAL AIR RELEASE ASSEMBLY PER \;::;) CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUMBERS W6, llfl. AND W25 r,;;:;., CONSTRUCT 10• PVC WATER MAIN CLASS 150 C900 PER v:::J CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPEC/RCA TIONS FOR CONSTRUCTION OF PUBLIC POTAEJLE WATER FACILITIES "AS BUILT" p .f0.~P. "' I,, -2Jf-o7 '1-71>-07 DATE REVIE\rlED BY: z/4o/,?7 v-/12~ INSPECTOR DATE 1 I SH,oS I I SH7ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: THE SUMMIT A T CARLSBAD WATER A, 8 AND SEWER E PLAN AND PFI0FILE . ---,--EXISTING 10" ACP WATER PER DRAWING 168-4 > c;yEXISTING 10" ACP WATER ./ · .. ·. PER DRAWING 168-4 L..-Lohr+ Associates APPROVED LLOYD B. HUBBS ,d'y" Inc. 4 ~ 11::. ,. ~ ~-;jd!/!, ; 6 s-h ~"' CITY ENGINEER PE 23889 XPIRES 12-31-05 DATE --; " A VENIDA DE ANITA LAND PLANNING 43513 RIDGE CIVIL ENGINEERING TEMECULA, CA SURVEYING Ph. (909) 6 PARK DR. 11\ AS B!JILT TOPO DWN BY: PROJECT NO. DRAWING NO. • 92590 DATI:: INlllAL DAlE INlllAL DA1E INlllAL CHKD BY: 403-9 €:NGINEER OF WORK REVISION DESCRIPTION CITY APPROVAL RVWD BY: 4-<I' SDP 00-17 76-6726 OTHER APPROVAL REVISED 11/20/03 1 ==="-=====c:--c:: .. =-=-cc-=-=-== ___ =_,c_-cc-c',------_-__ -_-__ , ___ _ ----· -.---------------·----·-----'---. ----.?-,-'=====:=?.cc __ ::i_~=:;:~-=-- -__ : _-_ ,_: __ -,,----, - 7 ------ ------·---------'----- ---------1--- -___ _, ____ _ _. _____ I -------------_::-_: __ ---' ---c--·_-_-c-_~_ -----,----------~-------------- - - - ------- -·-' .. --·--'"·-------------------- ----1----- ------=-:~-==-.~~--~-~~:::'-_-,,=-·=-'--=_--___ =-_=::-= JJ,5L~ ----::::,:----- ··--'···---·-·--··-·----·- ----!------ --------- ------- - -:~ ,_ - - -'-_--. - -' -----,--------·---·-------------------__ , - ---------------------,-----------"'::--____________ r: -------------~- - -----------== ---.. --'''-' -=--_ ' -: __ ~----,-• Fffl/Sf&-stJ_RFA£E2(j_'iff!/'':: __________________ • --"''"' ,::~=.:="_ : , IFQF:-'Wli+Effcb!NE-----_-_ _-_ ------;-- ------________ , __ -----------------115----' ----. ----. ---. ------=-~~---.---. -----~--__ J _______ _. __ -- --,~--; --t-- --------_-_:_:-:;-:_::_-_--_--_--_--_--_--_--::::=:_::=_-_ -_-__ -__ -_-_-_ ----=-=c_,-_-_-_ ---:::_:·:_-_-_::: -_ ------------'-------------------== :c= -i~~ :~ _: :---~;;;.;,::.c.-""'?;:-:=_ -=~.=~----· ---~--~--~----~----_--_--_-______ -__ -_------·----=--'===.==c-i~ ~;=~--= :~;;.::-~={~--SD~~-.-~~ ~---~~~~ -~;~--------~--~-----,-:.::-7-t-=-• -_----=:·'=-.fl ---·-::.~:~=-_--==-,--=====--:==-=::-c=--=::7'~ -·--> - -" -------·--·------------~-~~.:::-.::~. ------···--· • :J::;:. . ' ------,--. -- :-=~:=:-_::-: --------------~----_-_----'-_=_"_"-_--_~ _cc =':=::: -----_:~;-_ _:::-_-_----_-••_;_::, '~~ ~ ,-.-:~1-•-i-~~~::c::=-f-;=,"AF~~--~--I'-c;?_".:~§ -__ , --_;;::: . -_ . -!· -~ ,---~ -,"------f------- ' , . . -----~ --_ _j ____ _ ----_---_ -------"' ----: ---42.36° u::---'t ,,----'AFif,#'%:ccc=c._ . $4'-l: -,'if!F(},: -1--------_,_-.. ' -;a: C)_ ----=-=- =-~ E _ 1-_1 :p:=-=--r "_ _ ,, : , :=:::, _ --, -"< -::_ ,..,. -- --~-- -·~ }:~ _ _c:_- --------:-:=cc:::::-:,------------------,---~------- - -__ _/ - - - -·-, --. ' -----, ___ --~ ·_ --'-,~--·----·--------r~------- • _-,c -::c;-~~1~ -::_=~--~~~~85 ----------- c::cc·--o; V% -__ ,;---------=<:>_"<! c:·--c ____ -_:::_-----_ _ __ _-,-,_c:c ------___________ ,_cc:c:::.-=-•c· -_---,-,cc:cc:,-,--_-,-_-_-,-. · ~ ~ ·r ~~~ ~n j2~ :~;~~~~~=~I~~t--~:::-~ •• -____ ---,:s , __ :_-,-__ ;,_,, -----a-----··---___ -__ .:_--_·-..;_ _-__ LINE L/2 L/3 L/4 L/5 L/6 L/7 L26 L27 L28 L29 ···-'---------··-1------------------ -c,_ -- 10 SEE SHEET 9 L40 -----.: -- SEWER WATER LINE TABLE BEARING LENGTH REMARKS Noo·34 'os"E 132.25' 8" PVC CLASS 150 C900 WATER NOO'J4'05"E 761.00' 8" PVC CLASS 150 C900 WATER Noo·34 '05"£ 4.99' 8" PVC CLASS 150 C900 WA TER N2374'05"£ 20.08' 8" PVC CLASS 150 C900 WATER N2374'05"£ 26.3/' 8" PVC CLASS 150 C900 WATER NOO'J4'05"£ 224.92' 8" PVC CLASS 150 C900 WATER NOO'J4'05"£ 132-25' 8" PVC SANITARY SEWER NOO'J4'05"E 161. 00' 8" PVC SANITARY SEWER N2374'05"E 46.39' 8" PVC SANITARY SEWER NOO'J4'05"E 205.00' 8" PVC SANITARY SEWER ---1- 1 -1, I r-c=t~--;,l.:'C'"' ---. p?'= --I- -----' . WATER C-tfc-26 LJ ________ _ ~--=------":;..g ' -: - ·1 1-·· 1:~ J ---y' .-;--t---1 -,~---r·-~~ -. .:; ' L, SEE SHEET 7 GRAPHIC SCALE 12 L27 __ ,,_ - 20 ~ M ~ i , __ / ____ ~! ( IN FEET ) 1 inch = 40 fl _ ______ ::=-=~·~----·---=~~-;~~~-:g~~ ~~: SEE SHEET 9 12+93.2/'Ll::ft:lf Jf)_f(/(). 00 Id#/£ SEWER- -wATER -- "' I -.:~~ ~ !, <::::i ----:"I: -;. I~ :2-.J,--, ~ ~ ·~ --1, SEE SHEET 7 BENCH MARK DESCRIPTION: £-20 CITY OF OCEANSIDE --·-···---· & TB ----, - !--_--,_' ___ '! •V ----- L29 SEWER D 15 JO' WIDE PUBUC UTILITY EASEMENT PER DOC_ NO . .lo ti-oS'I 1,30 I RECORDED N,.v_ o .to,, PR 0 LOCA TION:FOUND CITY OF OCEANS/OE BRASS DISC ON TOP OF HEADWAU AT NORTHEASTERLY CORNER OF BRIDGE 01/ERPASS OF EL L Lohr+ CAMINO AT HIGHWAY 78, NOW STAMl'ED C.O.S. B.M. £-20 LANO PLANNING RECORDED: PER BOOK 165, PAGE 7 CIVIL ENGINEERING ELEVATION: 49.826 DA TUM: 1984 ADJUSTED ELEVATION SURVEYING 73'5 __ --.. ---~--. ---- SEE SHEET 10 16 ••• SEE SHEET 10 --1 _-___ •,· I_, ____ ;· 'I J_ 'l ··-___ _-. I I Associates Inc. 43513 RIDGE PARK DR. TEMECULA, CA. 92590 Ph. (909) 676-6726 _T_ --·---- --- --------------·------, -------~-- -·--t __ _, ____ __ ; ---, -1-·-;:-·- ------------__ , -~----,:----,---~--- ----------· ----- -----,-··-----------------------·-----------------·-----.-----·----1··-· --------·-·-- -~---__ -----"-·-------·-------· - •------·-· _____ _,_ -· ··-, --£_------------------' -'-· .. ·-··---· ---, --------' -:----:::-:-~----; ------~=-=--' ---------- +- -----L -_ ----., ____ _ ___ L ____ _ I - - - ':=='=: _--_ -_-__ --f -'-----+ J-: -_-_--------<■ ' --------, ---- ···-···· --__ :_·1_ -_-- .::-:= _-: :i-----f__ ___ _ 1-----------··-. ------------- ,-. -·--------·--· . !.----- -' ---------·--------~---------·--·--·-------·---;---· . ---------- _____ J_ __ - ----· --- - ------------------. ·-----··--·-·---------·-,·--,:,:.:::: ___ ,_ ---- ---·----· ------'----C . -------------'-_ __ , - __ I,_ f---. ---,---~_]_--__ ----~-. ,--------.::: -! - ••• WATER STATIONING COIISTRUCTION NOTES: SANITARY SEWER IMPROVEMENTS: @ CONSTRUCT 8" PVC SDRJ5 SEWER MAIN PER CARLSBAD MUNICIPAL WATER D/SlR/CT STANDARD DRAWING NUMBER S5 CONSTRUCT ACCESSHOLE PER CARLSBAD MUNICIPAL WATER DISmtCT STANDARD DRAWING NUMBERS SI, AND S4 WATER IMPROVEMENTS: @ CONSTRUCT 8" PVC WATER MAIN CLASS 150 C900 PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC POTABLE WATER FACILITIES CONSTRUCT 8" GATE VALvE PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUMBERS W/3, W/5. W/6, AND W/9 CONSTRUCT FIRE HYDRANT ASSEMBLY PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUMBERS W/2 CONSTRUCT CONCRETE THRUST BLOCK FOR NON-RESTRAINED JOINTS PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUMBERS W/5, AND W/9 CONSTRUCT 2• MANUAL AIR RELEASE ASSEMBLY PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUMBERS 116', W8, AND W25 11 AS --------,--------- -i -_____ -------_ t-:· --_-_--_, ·---·--·=-!=-------- -----------,-~----------' -····-------. --·---·----~-- --··-···--·-· -· -_ ._ --____ L ----· PROFILE SCALE HORIZONTAL: VERTICAL: BUILT" = 40' 4' DATE: p_~•J,tJ,-()7 DATE 9-30-2005 ~ zb~? INSPECTOR DATE !---------+--+-------------+----+--+---+-------I I SHBEET I CITY OF CARLSBAD ~'O ENGINEERING DEPARTMENT ~ ~==--==========:==~ /1\ AB l3U!LT TDPO DAlE INITIAL DAlE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION O1HER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: THE SUMMIT A T CARLSBAD WATER C AND SEWER D PLAN AND PROFILE APPROVED LLOYD 8. HUBBS $'/- /k&-,-~,:? ~ ,·4 6'µ7/dt CITY ENGINEE~PE23889PJRES 12-31-05 DATE , DWN BY: ll[)K CHKD BY: RVWD BY: ;,w-.; PROJECT NO. SOP 00-17 DRAWING NO. 408-9 --------------_-_ ----~---=-_::-==---.-_-::::---:-___ ----------_-_ ----------~ -----------------·-----------------.-----, -·-----------··----------_-_-_ ---:-_··::; ------=-----:-·-~=.---:::·----_-= :..-~-.------------~----.-_-__ -_-__ -_-_ ----._-_-_ ------,-__ --::.~-~=-------------------------~ •------' ------•-•==--c-·======-•-----·------ ----------=•-• --------------------·----------' -•=cc=•==-• ' --------------~E __ r:tDJl'll:IIE sc•ALE ---: :::---,---:--..::_ __ '._----~ · -;----_ ----,---------··_ ---• ... __ ·_ -__ -:----___ · · -==----~ -c:;;c-=---'--===-----·::--::_--:-_-_-- -, _______ ---, ----~:-::.~· ..:-:: .----r----, -------·----, --------_________ ..:-=-~ -_-::::::_-=--=::: --------_-_-_ -,-::.--=--~-~-------.-----:,====-=--=----"'· :c--·==-,,_ ------rn-vr11.. -· . .,, ~~:~~~~-=~:C=~--~~~~~t:_ ::: •==cc•==: _ _:_ __ -_--. ...__-=••-••-::-~=--~_:::: __ ::-~-:__~--=~~-~-'---__ _ ==-.cc=__=-------·--.-_ _: -.,:--:___~:.-__ ---= _ :~~~=~--=•c-.==•====-~=---------=-==--• ___ -_•-~---••~~::: === •-~--::•--~_:=-_-= _:---:: ::=--=:=::: __ ,___ __ H,_'OR/,_2i_(JN_T,_'A_L __ -,.-=-40-,--< .,_:__:.-=---•-== .: ~-:: --:---. -_ -: __ :: -_ _::-.---'-• =---. --,-_______ . -_____ -:_:__ ===-==-=--: __ ! -_:-----_---c::__:_:______ ----_-cc=.:,·_ -: ~:__ _-----"----. ----, ----------::: _: --• --• -=----• -=-=-•-=-=-••=--• -•=•==-••:::__:: :::__-::_:_:::--_ - _ __ _ _ :_:::-•--,. --,--= --------_____ ---;-_-__ ; -------_ ~----.-~ _: __ ----: = VER/JC AL: 1" = 4' ·-·--~----------~------~--~ __ _:::::":_-----------___ -_ ---:..=;-_=· -. -------~' -~-·~_-:_-~:---=--- - ------------------------- --:.::~ ----' -- ----·· ,---·--::·~----~~~-~-=---------, . - -_____ ,,_ -· -----::· '."_-_: .. : -·:_ -_--·---~---------. ---------------·'--------·-----~---·:-_---:_~ =-=-::--::--. -------------.. -·----' -·-::.:_ ::::~_:::::::,·--:_--___ ---. ·-·· -----,--,----_-..:...::..:.::..=-:::·-:=-~~---=-:-=-·~---_, ___ . -· ::::~;i~~;_:~~-~;,f ;~;;~~~~~-t~:"j;=~-:~=~= c~=_i;J-• : _ ~-~=;---"-;~~~: ===~==_:~-i-=::-c"--c=;~f i -~iliiltt=-"='-,-=,-=,;;:;,~-=::= ___ :96=;~:_-;.-~~----••---~-~.~-~•-~-=--=~=,-~;•2c=-=~==~---~;-~~;• -• -_ .. --}~-{~-:\~ ~.~---;~=----_=-=•~'.----,--· =~=~~i---~~---~}~~==---==:.~;:J=~;-~._;=---~----==~-~:.--~~--. -~=~~ -~;;~---_;: = =~ivF~~i~ ~: ~==-~ ~-c;-~ ·: --~-=-~--=-.-:=: : =---=~~ -_ --~· ~~ =: ==-~ i1oisf-,s13;;,/££~~/IER .. , ---: ------.--~ = ------_-_. = ---~ : __ ---==--:::_~-~~ -------~~~-------:~ L~ === :c ,c:==::~~~~:~-j~i-~~;'-~ cccc== --· --= : :;~_:· ~~-=~~ --•. -~. :-:::;:.-~~~-~= -_: -_-_'." ~~ -. .. -~ - -----,--~=~=:--~~ □z-•= ~-~b M~~&~-~~ ,.:EEL_,,.,,., ___ :::-__ -___ --:.. __ -_.::'.::.:_=--=-=-----_,, ___ -__ :..-=-~:..--~-----_:: -_ -----4-----~ _ _ ----------·------------. ------------------------_.::-__ :.. __ ----------------. --------------. --------------·· ---------- -=-= -..cc ---_: ---=-= ·=-= -~-~~ : .::-~-::~ I ~--: .=: ~ :=:_ -~::_ :__ _ -: --:-=-= : :::·::~ ~---~ -_ --. ·--------------·--·--------------- 7_ STEEL CASIN.G DETAIL NOTES: CASING BRACES SHALL BE INSTALLED TO PREVENT FLOTA 770N AND TO MAINTAIN GRADE 2. ANY LUBRICANTS USED SHALL BE NON-DAMAGING TO THE PIPE MATERIAL USED 3, SACK ENDS OF CASING BETWEEN PVC PIPE AND STEEL CASING EXCEPT AREAS BETWEEN THE BOTTOM BRACES 4, IN LIEU OF SANDBAGS, CONTRACTOR MAY SEAL ENDS OF SLEEVE WITH A BUTYL RUBBER SEAL, CAPCO OR EQUAL \ I 2 -2• STAINLESS STEEL STRAPS AT 5' OC REDWOOD BRACE _____ ,__ -------·r.- =-3 ~--:-~-• =_ .~-.-= =~Sj~" :_::_--:_: . ..::: --~-:-_,.,__ ~-;-:=-_-_=·::..::: ___ :-__ -r -Ef JJJ ~~ -~; ... l=:_ ---------'----•------:_=z_s ---- -------------- ----··-·----__ "_ --,------__ - --• . ---·---- -------------------------------•-----------------------:_----_____ ----:·--··:-:--=:-___ ~--:::-:_ -_---=r.=:·~-:_-_-:::=-·=----==------=-=·:::-.:-::=-::.:::.-:::-:..:..:.::-._:_-_::--=:-__ ·---:·:·::-_--::=:..:··_ '---------- ,--------------------------·--------------------·-·- ----_,. ---· ---. ------"----------------------------------,-------------------. -------------, -QP~O~Q."0P-¥{;.-/>_-/Pt;-_"c-.-: ' -___ ----------------·· ·------------,---,-·-·- -----· ---·-· •-·-------------------·-------------·---· -------------, ----·-----·-----·--·--·------------------------ ~ J!ll-= :;_~ -..-. -~~.= : ~~'t {si~R) --------- -----------1-~-_---.,-.,-,,_ --------------------6 CONTINUOUS -_, ·------ --. ---,, .. :'=t3E . ■c c:=;,-,-,-'-c-=-:c-=-'UI ·---~-. ------__ _:_:::.=----_---::;-: :..: ·_: __ -__ -_--:::_-::_ __ ------------.: . I=="--,...---=--=--=--=m----· --~ ------------:_-__ ____ ---:,,•: REDWOOD _________ :_::•=•=:-_-:-__ ---= BRACES PLACED - -----· --:_=:: __ , _,==-•-•-=_:-, AS SHOWN '-----------·-·-·---··-- -. _, 16" ID STEEL CASING -----'SEAL ENDS WITH SAND BAGS, LEA VE BOTTOM OPEN {SEE NOTE 4) REDWOOD BRACE ---------··------· -------· ----------·-------------------,---. -·-------·-"' ----... ••'-----. --·· ----. ------··-------------- ------·--------- ---_ ------_-~ -_' . =-----=---~ --~------------~ --~ _-:::-----~----_-~=~_:~ - ----------: · __ -----:_-_ -_--~--=-=~--:--;:-~ ___ .:._~_-:_-:_ --=-=-------= -----= ---=-:~_-: _:-------=-==-:..::=·-: -_~:-__ - - ---:~~=~-~~::--::_ -----~----: -..:::_-=----···---------..... --··-::=-.::--:· _:_-::.:: ·_,_-·-. _-_:-..::~--==-: ~-~ _.:__-_::_,-_ -· --·-------------. ---.:..:..::::.:.. -_::__ -: .:.. ..:::.-..::..::: :::__:::.:::-_ -------. --_: ---..:::_-::: --=--·-----'--------__ _ -·---------·---·-··--·--------···--STEEL CASING DETAIL --" -". -_--------------------________ _, --------------------·~----=---=-·-~-=-_--:_:::..::.-_::::..:::_------------··-·--------·-·--:.:.~_-_-_ --_-__ -:·..::::-::::::::--: -----------. -_ -------,___ -----' ···-··----·---...:::'----..:::------::: ----------------------------------__ --· .. -~---· ------::.-::::.==--=-=-----= .'. NOT TO SCALE _ -'NJL-.-=-=-_ _ __ ---- ---=--=-=•-=•---••--' •==•=--=--_ ------------------·---·-------------·-·------=•-=---·------·-----------------------------------------",..-_,-,------- ------~-_-t:::-· --_::-____ ::__---:_--__ -----::__-_:-::-'-:.--::___ ------·. ---------'-----______ -__ -_---=--·-----··-··--·-----------"'- ---------------_' --=---=· ---___ :__ --,::__ __ -__ ---=----•:-_ __; ----:-:-__ : ___ -___ -___ -_____ -:_ ____ --. -' ----·------------·· ·----,--·--.. ---·------------•---------- •-:-. --'_ --=-= == -: --JC ~~_: ~ = -= ~ -~,, - -~~::.:~.. . .~ :: -C C ~=-= -- ----~.:: :: - --:: ---=-= ----- -= -==--., ---f=-'----i ~=-~-~-~~~.-·~w~~~if ~~1~~~F=i~~~---~~ ... -_-___ -__ -_-_ ->---;• . -~~:;_~:~=:-=;:~ ___ = =:-~~~EXl~~~~R]>----~~ -~~ --~~-~~--~------~~--E-~~-.~~:-------__ -------_ -.. -__ ----· )__: ~=---== cc~ ~rONSIROCT9<1,.'30fFB"~'lC-= : -= -~~;=~:.: ~:~ .. -__ ---==~ -----::-:-_-;==: ___ :--;;~~ -------·~~ ------, __ -------___ -:__ __ --------•"--~----=--=~----------==-=•=-• '--'------- -------<c --------------_ .. ,-...-.=,~--=-=-=--=------- :_,IJ.tJ-i:.---•--=•·-.-:-~~· SEMl£~2t}lif{=li~ ----cc ·-:~~---:----110~~:~~-.•• ----'.-___ .=66="•:-,:~~~=:-.. -~~~ .. ~~~ ~=:.;--~~~~ ~-~~ :--•--. ---•_=-= =~= x~~~--=c-:; ~ ~---~.~_Biic_=-~:~~=_. =~~ ~=--~ =;~ -__ -----•- ____ , :::::(_-_ ---------------------------------·----· -------· ----------· ---------·------···-· ·---··· -------·······-- - -·-·•---·-----·--· ·····------·-·-----·'----·------._ .. ···-----·· -----___________ " ______ _ -' ------ ----------------.---------·· ------,--• .,-_. • -7XJNS:1WJeT':-27J{J)J(t LF B' J2 vc-ctifSST5iJ~!J7JO .--=•=---_ --:, •------_ ------_ _ --==• -•=--• -•----------== ------------- ·---• •• ••--••--~-••---- -----------..:::..:: --::_____ • - --• J •-•" --~----•••-•--so--•-••---• -• -• ---------_; -----------------------,--------------------------, --------------------,-- -. --.-------------------__ , ____ . -------------------- • ---• • -----.L. - - -------------· ---· ·-----·-, .. ··--·---~---------·· ---,---· --·---------··· .. ----------·--·· -·-' -·-·---•-·-·-r-· ----··--·----------' ----· ----,-----· ---------- ----------------------------------------··-··-·--------,------:----r -:. • ______ :-_ w ..._.'--_= •• --:-0•·,-_--~~• ... •_•-.-• _-__•--::;'fft --===-••: -._.-.... _. __ =--• -•----:_m-.:· .~:::--=-.-.; .... _::•--.. = .. \ft·~•-•-_-=-'==_~=.~--_-.~ _. 12_-~--... _ -=~------------------ ---------------~---------- -----------··-------------·---------- ------- - - ----· --------.... ~ ----,---___ , ___ - -' ----_-:_. ----WA--fE!i-iliit i==~_::L=_c=-~· -,, ~------• -•••-: ' __ ,_ -+--·--- -----------------___ " ________ -------··-------·, ----------------------------~ ---------- - --... ------------i -·----------~-- --------------- --______ ,__ --~--- '" . ' ' --, C -~--~-:. ' -· ,SEE SHEET 10 I 10 11 12 13••· ••• WATER STATIONING I I I / / ); I 1; I I I I I. -~ --, .. "-~ c-l; ----1- , ----, ' "-~.,-,-/.,,.; -· J.. ---: j+,•--1- ', ,'I,/ ; ': "f:' ,. 1:,.', I • - fJ~E'iSHEET 8 ··- h, - ~ -- ~:~,,,' '---=.· ;:;·· 1---5_ ...,:' -, ~' ' .. ,-~ ~ '.:i --;-'.--,_~----·---,---.·:~~~} j 2. ;__, - ------' --- __ ;;_--,,;, -·-·~-·----· -·, '-~-:~• . I I, . ----"' .,J-I I< 1: I C ., ? ' ---•"-""-· ----- .:;_' 1·· ' , Ii i -- --·,:-:_,_ -,i'Q. () • ;__ "i-~ ; ; ~. ! n,. ... l -"'.'F'-•-,-•-----~'" c -, • (:,;a.. ~'i"-, ..__ .. -::::·;"'--· i,LiJ .,, :r-1§ • ;~; 1·t,i,, :'."l::i!I: :;;~, . .,..., _,. :::· ,:J-~ • J -- 1 /.i]:,;:,~e ----------: -10+00.710 LINE A 1J+07.32 LINE C___ _ _ ____ _ LINE LIB L/9 123 SEVIER WATER LINE TABLE BEARIN6 LENGTH REMARKS N89"25'55"W 200,00 8" PVC CLASS 750 C900 WAJFR N89"25'55"W 200,00 8" PVC CLASS 750 C900 WAJFR N00"35'05•E 99,30 8" PVC SANITARY SEWER )-_DRJv_E__~ _ _,_, ____ ~SEE SHEET 7 L24 N89"25'55"W 122.50 8" PVC SANITARY SEWER 125 N89"25'55"W 35,00 8" PVC SANITARY SEWER )---- :;I I i 'I L-__ -___ '•_ I ,-- 1---,•-o -B - L31 N89"25'55"W GRAPHIC SCALE 40 O 20 -40 80 160 □~.:•:..::1111:..1_1 l ___ ~I ( IN FEl:r ) 1 ineh = 40 fl BENCH MARK DESCRIP/JON: E-20 CITY OF OCEANSIDE LOCA T!ON:FOUND CITY OF OCEANSIDE FJRASS DISC ()N TOP OF HEADWALL AT NORTHEASTERLY CORNER OF BRl!)fE OVERPASS OF EL CAMINO AT HIGHWAY 78, NOW STAMPED C,O.S. B.M. E-20 RECORDED: PER BOOK 165, PAGE 7 ELEVA T/ON: __,_49,.,_.B."°'.2"''6 _____ DA TUM:1984 ADJUSTED ELEVA TlON 162,50 8" PVC SANITARY SEWER L Lohr+ Associates Inc. LAND PLANNING 43513 RIDGE PARK DR. CIVIL ENGINEERING TEMECULA, CA. 92590 SURVEYING Ph. (909) 676-6726 ~11,ofESSJo:ti ~<) o.{ < ,.; ~ G> NO. 20503 z EXP. 9-30-05 ... .., ~ tf\..> ~ -,.,.~ c1v1'-0~+ OF' CAL\~ CONSTRUCTION NOTES: SANITARY SEWER IMPROVEMENTS: @ CONSTRUCT 8" PVC SDRJ5 SEWER MAIN PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUMBER 55 @ CONSTRUCT ACCESSHOLE PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUMBERS SI, AND S4 @ CONSTRUCT SEWER MAIN CLEANOUT PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD Dl?AIWNG NUMBER S6 @ C()NSTRUCT 6" PVC SDR35 SEWER LATERAL PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUMBERS S5, AND Sl @ CONSTRUCT 6" SEWER LAJFRAL BACKWATER VALVE PER UPC SECI/ON 710.1 BY: ~~\ MN~ DATE: JZ-l-0 2 R.C.E. 20508 REGISTRATION EXPIRATION DATE: 9-30-2005 /1\ A5 BUILT T0P0 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL WATER IMPROVEMENTS: ~ C()NSTRUCT 8" PVC WAJFR MAIN CLASS 150 C900 PER \:::_y CARLSBAD MUNICIPAL WA i'FR DISTRICT STANDARDS AND SPEC/RCA /JONS FOR CONSTRUC/J(}N OF PUBLIC POTABLE WATER FACILITIES @ C()NSlRUCT SPRINKLER SYSTEM C()NNEC/JON WITH 2 1/2" DOUBLE CHECK DETECTOR ASSEMBLY PER DERTAIL ON SHEET 70 @ CONSTRUCT 8" GATE VALVE PER CARLSBAD MUNICIPAL WAi'FR DISTRICT STANDARD DRAWING NUMBERS W/3, W/5. W/6, AND W/9 @ CONSlRUCT 2" WAJFR SERVICE C()NNEC/JON FOR DOMES/JC SERVICE WITH BACKFLOW PREVENTOR PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUMBERS W4, W8, AND W20 ® C()NSTRUCT FIRE HYDRANT ASSEMBLY PER CARLSBAD MUN/CfPAL WAJFR DISTRICT STANDARD Dl?AWING NUMBERS W/2 ® C()NSTRUCT C()NCR£7F THRUST BLOCK FOR N()N-R£STRAINED JOINTS PER CARLSBAD MUNICIPAL WA i'FR DISTRICT STANDARD DRAWING NUMBERS W/5, AND W/9 @ C()NSTRUCT 2" MANUAL AIR RELEASE ASSEMBLY PER CARLSBAD MUNICIPAL WAJFR DISTRICT STANDARD DRAWING NUMBERS W6, W8, AND W25 "AS BUILT" P~~;',-7a-9J d,-Z&-<>7 DATE REVIE\./ED BY• ~✓~ 7J9~7 INSPECTOR DATE I SH9ET I CITY OF CARLSBAD ISHroSI ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: THE SUMMIT AT CARLSBAD rA TER D, E AND SEWER A, 8, · C, F PLAN AND PROFILE APPROVED LLOYD B, HUBBS ar ~---z-4 · _..,,,., · -~ ~azh~ CITY ENGINEER ..-PE 23889 ~RES 12-37-05 DA TE DWN BY: HOK PROJECT NO. DRAWING NO. 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PROFILE SCALE l==,•:•r:=,= ... ,:c_~,=i{igg: .= ·=~-=~~ ~i==•"-~-====:.==-:= · --_ -. -_. ====·=cc:=_::::·_··:_··:_. __ ===~,==-~. ====-~:~~r:c. =.:. ,-,c,c/=·•··.:c;:;:·::;:··I,"·.• -···==••=···:.-_:--,-.. -",.,'-.· ·· ... -.-.. -.. -.~= ===~-~·:: HORIZONTAL: 1" = 40' -·· •· "'"' ·,CJAfJ¾; · .:::===·-· .:~.::~~:=·.=, · :·=:. :.===~~:•=~-":. ······:~-... -=~••;~:':°:•::::=.,. ==---·. · . fJ5'-··•~:_•_•'•_ .. = __ ··~--~_R_llC_A_L: __ 1"_=_4_' -~ t-'1-\~ ~ .~1~0+=24~.00,,__G='B 11 12 13 14 15 16 ••• ••• WA TER ~&~-'1)\~,J; 1°ri.:..~2:f: THRUST COLLAR CONSTRUCTION NOTES: STATIONING ~ 30·09 TOP SANITARY SEWER IMPROVEMENTS: WATER IMPROVEMENTS: 10 \ I I - I I I I I CAUTION!! I I NO cumNG OF AC PIPE IS PERMITTED. CONTRACTOR SHALL REMOVE AC PIPE TO THE NEAREST COUPLING AND INSTALL ACP X PVC ADAPTOR AND THE 10" PVC CLASS 150 C900 NECESSARY TO INSTALL THE TEE AT THIS STA 7/0N SEWER WATER LINE TABLE LINE BEARING LENGTH REMARKS L20 N86'49'07''£ 165.09' 8" STEEL 10 GA CML&C WATER L21 N68V4'05"E 26.72' 8" STEEL 10 GA CML&C WATER L22 N89'25'55"W 220.00' 8" PVC CLASS 150 C900 WATER L32 N89'25'55"W 147.09' 8" PVC SDR35 SEWER L41 N4415'55•w 35.23' 8" PVC SDR35 SEWER .•. ,.f"sTA TION 11+98.56 INSTALL 1 -a·xa•x5• FL X FL X FL TEE & TB 1 -8" PJ X FL GV .~ :l,/"•'!·:~t.,~ .. J1 .. ~~ .... c•, 30' WI PUBLIC Ul/LI ASEMENT PER DOC. NO . ...:l<>\I -"I l..3o 1 RECORDED 1-\<>v-oi • .;,.,:, PR 02-120 GRAPHIC SCALE a ~ ~ ~ ~ L....aa.. ______ 1-1_1--1 ___ ____,I ( IN FEET ) 1 inch = 40 fl -- BENCH MARK DESCRIPTION: E-20 CITY OF OCEANSIDE @ CONSTRUCT 8" PVC SDR35 SEWER MAIN PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUMBER S5 @ CONSTRUCT ACCESSHOLE PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUMBERS S1, AND S4 @ CONSTRUCT SEWER MAIN CLEANOUT PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUMBER S6 @ CONSTRUCT 6" PVC SDR35 SEWER LATERAL PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUMBERS S5, AND S7 r:;;,, CONSTRUCT 8" PVC WATER MAIN CLASS 150 CfJOO PER \;:!) CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIF/CA 7/0NS FOR CONSTRUCl/ON OF PUBLIC POTABLE WA TER FACILITIES @ CONSTRUCT SPRINKLER SYSTEM CONNECl/ON WITH 2 1/2" DOUBl.:E CHECK DETECTOR ASSEMBLY PER DETAIL ON SHEET 10 @ CONSTRUCT 8" GATE VAL\.£ PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUMBERS W13, W15. W16, AND W/9 @ CONSTRUCT 2" WATER SERVICE CONNECl/ON FOR DOMESl/C SERVICE WITH BACKFLOW PREVENTOR PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUMBERS W4, 116, AND W20 @ CONSTRUCT RRE HYDRANT ASSEMBLY PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUMBERS W/2 ® CONSTRUCT CONCRETE THRUST BLOCK FOR NON-RESTRAINED JOINTS PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUMBERS WIS, AND W/9 Q CONSTRUCT BELOW SURFACE 2• AIR VACUUM VAL l-£ ~ ASSEMBLY ASSEMBLY AND APPURTENANCES PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING NUMBERS W7, AND WB Q CONSTRUCT 10" PVC WATER MAIN CLASS 150 C900 PER \::':} CARLS/iJAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECfFICAl/ONS FOR CONSTRUCl/ON OF PUBLIC POTABLE WATER FACILITIES ~ CONSTRUCT 10" GATE VAL\.£ PER CARLSBAD MUNICIPAL ~ WA7ER DISTRICT STANDARD DRAWING NUMBERS W/3, .WJ5. WJ6, AND W/9 Q CONSTRUCT CON ~ MUNICIPAL WA WJ 8, MODIFIED CRETE THRUST ANCHOR PER CARLSBAD TER DISTRICT STANDARD DRAWING NUMBER WITH 3" WELDED STEEL RING AROUND PIPE STEEL 10 GA CML&C WITH WELD JOINTS 'ER CARLSBAD MUNICIPAL WA iTR DISTRICT @ CONSTRUCT 8" WATER MAIN P STANDARDS AN. PUBLIC POTAB 'D SPECIRCAl/ONS FOR CONSTRUCTION OF [E WA TER FACILll/ES DATE: /2-/-tJ,2 LOCA 7/0N:FOUNO CITY OF OCEANSIDE BRASS DISC ON TOP OF HEADWALL AT NORTHEASTERLY CORNER OF BRIDGE OVERPASS OF EL CAMINO AT HIGHWAY 78, NOW STAMPED C.O.S. B.M. E-20 L Lohr+ Associates Inc. II\ AS 8UILT TOPO LANO PLANNING 43513 RIDGE PARK DR. RECORDED: PER BOOK 165, PAGE 7 ELEVATION: 49.826 DA TTJM:1984 AOJUSTED ELEVATION CIVIL ENGINEERING TEMECULA, CA. 92590 SURVEYING Ph. (909) 676-6726 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 1( 11 AS BUILT" P.~P. q~Jo-P7 d,-lY-;;7 DATE REVIE'w'2~ 7&.-7~7 ~TOR DATE UQJ CITY OF CARLSBAD UQJ 0 ENGINEERING DEPARTMENT 0 IMPROVEMENT PLANS FOR: THE SUMMIT AT CARLSBAD WATER F AND SEWER G PLAN AND PROFILE ;zo'!_ED LLOYD B. HUBBS~._.. ~/7. . . . Sh~e,Y CITY ENGINEER " PE 23889 diYPIRES 12-31-05 DATE DWN BY: I/DI( PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CllY APPROVAL RVWD BY: g;;.ry 8DP 00-17 403-9