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HomeMy WebLinkAboutDWG 468-5E; SDP 09-05; PALOMAR COMMONS LOWES; 01-10((• ,,, > ~ w GENERAL NOTES 1. A CONSTRUCTION PERMIT IS REQUIRED FOR ALL CONmACTORS PERFORMING ANY OF TT-IE W'JRK FOR BUENA SAN/TA TION DISmtc SHOWN ON TT-1/S PLAN. TT-IE PERMIT CAN BE OBTAINED AT TT-IE CITY OF VISTA DEVELOPMENT SERVICES CENTER, 200 CIVIC CENTER DRIVE, VISTA, CA. A PERMIT WILL BE ISSUED ONLY TO TT-IE CONTRACTOR WHO IS TO PERFORM TT-IE WORK. TT-IE PERMITTEE SHALL GIVE NOTICE TO TT-IE CITY OF VISTA ENGINEERING INSPECTION DEPARTMENT FOR A PRECONSTRUCTION CONFERENCE AT LEAST 48 HOURS PRIOR TO COMMENCING THE WORK. ANY WORK DONE WITT-IOUT PROPER INSPECTION WILL BE SUBJECT TO REJECTTON. PHONE:(760)639-6113 FOR INSPECTION. 2. TT-IE CONTRACTOR SHALL BE RESPONSIBLE FOR TT-IE LOCATION AND PROTECTTON OF ALL UTILITIES. FOR LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERGENCY ASSISTANCE CALL: UNDERGROUND SERVICE ALERT UNDERGROUND SERVICE ALERT (SDG&E) SAN DIEGO GAS & ELECmlC (EMERGENCY) PACIFIC BELL TELEPHONE CO. (EMERGENCY) VISTA /RR/GA 110N DISTRICT {ENG. DEPT} VISTA /RR/GA 110N DISTRICT (EMERGENCY) CITY OF CARLSBAD (STREETS & STORM DRAIN) CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) COX CABLE (EMERGENCY) ADELPHIA COMMUN/CATIONS (EMERGENCY) CITY OF VISTA (MAIN NUMBER) CITY OF VISTA (ENG. DEPT. DIRECT LINE) CITY OF VISTA AFTER HOURS (EMERGENCY) SPILLS OR STORM DRAIN CONTAMINATION CALL RHO. FIRE DISPATCH (800) 422-4/JJ (800) 227-2600 (800) 411-7343 (DIAL) 611 (760} 597-3116 f760) 597-3131 760) 434-2980 t760) 434-2722 760) 599-6063 760) 438-7741 760) 726-1340 (760) 639-6111 (858) 756-3006 J. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, AND THE SAN DIEGO SPECIAL SUPPLEMENT TO THE STANDARD SPECIF/CA 110NS FOR PUBLIC WORKS CONSTRUCT/ON, AS LAST AMENDED. CITY OF VISTA STANDARD DRAWINGS, SDRSD, WAS, & CITY OF CARLSBAD STANDARD DRAWINGS. SPECIAL NOTES 1, THE FOLLOWING NOTES ARE PROVIDED TO GIVE INSmUCTTONS TO THE CONmACTOR BY TT-IE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES, AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 2. NEITT-IER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE 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 HEALTH STANDARDS, LAWS, AND REGULATIONS. J. CONTRACTOR SHALL MAKE EXPLORATION EXCAVA 110NS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFF/CIENTL Y AHEAD OF CONSmUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTTNG FACILITIES. NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS PRIOR TO STARTING CONSTRUCT/ON. 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONF/RMEO BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. 5. BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCA TJON OF UNDERGROUND UTILITIES. TT-IE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SliOWN ON THESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND MAY NOT REFLECT ALL EXISTING UTILITIES. LOCATIONS OF ALL EXISTING UTILITIES SHALL BE CONFIRMED BY FIELD MEASUREMENTS BY CONTRACTOR PRIOR TO CONSTRUCT/ON OF WORK. 6. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT TT-IE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SliOWN ON TliESE PLANS. 7. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, SOILS REPORTS WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH THE ON-SITE EARTHWORK SPECIF/CATIONS SliALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER. 8. SAFETY FENCES SHALL BE PROVIDED BY THE CONmACTOR WHERE REQUIRED BY THE CITY ENGINEER. 9. DURING ACTIVE CONSTRUCTION, AREAS SHALL BE WATERED TO REDUCE FUGITIVE DUST. 10. CONTRACTOR SHALL ADJUST ALL PROPOSED AND EXISTING FACILITIES TO GRADE. 11. CONTRACTOR SliALL REMOVE/REPLACE/RELOCATE ALL EXISTING FACILITIES REQUIRED TO INSTALL PROPOSED IMPROVEMENTS. 12. CONTRACTOR SHALL REMOVE/REPLACE/RELOCATE ANY LANDSCAPING/HARDSCAPING WHIC/i CONFLICTS IN ANY WAY WITH THE INSTALLA 110N OR PROPER FUNCTIONING OF THE PROPOSED IMPROVEMENTS. CONTRACTOR'S NOTE: CONSTRUCT/ON CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENE.RALLY ACCEPTED CONSTRUCTTON PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTTON OF TT-IE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING liOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CITY OF VISTA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF CITY OF VISTA PROFESSIONAL. LANDFILL DISCLOSURE COUNTY OF SAN DIEGO SOLID WASTE LOCAL ENFORCEMENT AGENCY SWIS No. J7-AH-0002 7J-IE PROJECT SITE IS LOCATED ON A PORTION OF A 240 ACRE PIECE OF PROPERTY OWNED BY 1H£ COUNTY OF SAN DIEGO WHICH IS ALSO 7J-lf SAME PIECE OF PROPERTY WHICH CONTAINS 7Hf PALOMAR AIRPORT LANDFILL. 1H£ PREVIOUS LANDFILL CONSISTS OF 7J-IREE DISTINCT UNITS. 1HE PROPOSED DEVELOPMENT IS A POST-CLOSURE LAND USE ACTIVITY LOCATED Wl1HIN 1,000 FEET OF BURIED WASTE OF UNITS 2 AND J OF 1HE LANDFILL. 1HE PROPOSED DEVELOPMENT MUST COMPLY Wl1H CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 27 SECTION 21190 IN ORDER TO PROTfCT PUBLIC HEAL1H AND SAFETY AND 1HE ENVIRONMENT. 1HE PLANS FOR 1HIS PROJECT MUST 8£ REVIEWED AND APPROVED BY 1HE LEA. IMPROVEMENT PLANS FOR: WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER: PALOMAR COMMONS 1. VISTA DEVELOPMENT CODE 2. CITY OF VISTA STANDARD DRAWINGS 3. CITY OF CARLSBAD STANDARD DRAWINGS BENCHMARK Tli[ BENCHMARK FOR TlilS SITE IS A CITY OF CARLSBAD SURVEY CONTROL MONUMENT DESIGNATED "CLSB-097", STAMPED "RC£ 26433", FOUND IN MEDIAN ISLAND CURB AT END OF CURVE OF EL CAMINO REAL, 305 FEET NORTH OF PALOMAR AIRPORT ROAD IN LEFT TURN POCKET AS SHOWN ON RECORD OF SURVEY 17271 FILED FEBRUARY 8, 2002 AS FILE NUMBER 2002-0112862. ELEVATION: 290.80 (NGVD-29) BASIS OF BEARINGS THE BASIS OF BEARINGS FOR TlilS SURVEY IS BETWEEN CAL-COORD TIES "CLSB-097" AND "SDGPS 41" PER CITY OF CARLSBAD SURVEY CONTROL RECORD OF SURVEY 17271, FILED FEBRUARY 9, 2002 AS FILE NO. 2002-0112862. (I.e. N88"52'12"W) GEOTECHNICAL DECLARATION 7J-IES£ PLANS l,A VE BEEN Rf VIEWED BY 1HE UNOERSIGNED AND 1HE GEOTECHNICAL ASPECTS OF 1HE PLANS HA VE BEEN FOUND TO BE IN CONFORMANCE W11H 7J-IE INTENTIONS OF 1HE FINDINGS AND RECOMMENDATIONS CONTAINED IN 1H£ GEOTECHNICAL REPORT PREPAREO BY EEi GEOTECHNICAL &: ENVIRONMENTAL SOLUDONS, JOB NUMBER SUD-70986.1 ANO ALL SUPPLEMENTS 7J-IERfTO. DATE: 0iAAlt a,w,i. . BY: /fr/~ ~,l)/1~ G.E. NO.: 2468 / LICENSE EXP. DATE: 12-Jl-12 FIRM: ff.I ADDRESS: 2195 FARADAY AVENUE, SUITE K CITY, STA TE: CARLSBAD, CALIFORNIA 92008 TfLEPHONE: (760) 431-3747 SOILS ENGINEER'S CERTIFICATE I, WILLIAM R. MORRISON, A REGISTERED GEOTEC/iNICAL ENGINEER OF 1HE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN 1HE FIE.LO OF APPLIED SOILS MECHANICS, HEREBY CERTIFY 1HAT A SAMPLING AND STUDY OF 1HE SOIL CONDl110NS PREVALENT W11HIN 1HIS SITE WAS MADE BY ME OR UNDER MY D1gCT SUPERVISION BETWEEN 1HE DATES OF IA,, .. J4,l.-; 13 ' 20 J!J AND -, 20_. TWO COPIES OF 1HE SOILS REPORT COMPILED "'FR~Oe,-M~1H~IS~s=ru~Dcc-Yc--, ""wi.,..TH MY R[COMMENDA TIONS, HAS BEEN SUBMITTED TO )J-1£ OFFICE OF 1HE CITY ENGINEER. SIGNED: 1,IJ,/.;,,,.11!_. ~ G.E. NO.: 2468 / LICENSE EXP. OA TE: oA TE: ,1 "'"G 8. •zc, rb , FIRM: EEi ADDRESS: 2195 FARADAY AVENUE, SUITE K CITY, STA TE: CARLSBAD, CALIFORNIA 92008 TELEPHONE: (760) 4.31-.3747 12-.31-12 i No 2468 . 12-31-12 C't: rtcHtt,c."" DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, TT,A T I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT CITY OF VISTA STANDARDS. I AGREE THAT TliE WORK PERFORMED BY ME COMPLIES WITH GENERALLY ACCEPTED STANDARDS AND PRACTICES OF MY TRADE OR PROFESSION. I FURTHER AGREE THAT THE WORK PERFORMED HEREIN IS IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF VISTA. I AGREE TliA T PLAN CHECK OR REVIEW OF PROJECT DRAWINGS AND SPECIF/CATIONS BY TT-IE CITY OF VISTA, IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY ME, IS CONFINED TO A REVIEW ONLY AND IS NOT A DE.TERM/NA TJON BY THE CITY OF VISTA OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND THEREFORE DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. I AGREE TO INDEMNIFY AND HOLD HARMLESS THE CITY OF VISTA, ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER, ITS AGENTS, OR ITS EMPLOYEES, ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARIS/NG OUT OF THE WORK PERFORMED BY ME. ENGINEER'S NOTE: TT,£ ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES & USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. LEGAL DESCRIPTION PARCEL A: THAT PORTION OF PALOMAR AIRPORT IN LOT G OF TT-IE RANCHO AGUA HEDIONDA, ACCORDING TO MAP TT-IEREOF NO. 823 FILED IN THE OFFICE OF Tli[ COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 16, 1896. PARCEL 8: THAT PORTION OF PALOMAR AIRPORT IN LOT G OF THE RANCHO AGUA HEDIONDA, ACCORDING TO MAP THEREOF NO. 823 FILED IN TT-/£ OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 16, 1896. 4. 77-jlS SET OF PLANS 5. THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK) AND THE SAN DIEGO SPECIAL PROVISIONS VICINITY MAP 6. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY T/iE CITY OF VISTA STANDARDS CITY OF OCEANSIDE LEGEND OWNER COUNTY OF SAN DIEGO HIGHWAY 78 PACIFIC OCEAN DEPARTMENT OF PUBLIC WORKS, AIRPORTS 1960 JOE CROSSON DRIVE EL CAJON, CA 92020 (619) 956-4800 APPLICANT CSDI, LLC c/o SUDBERRY DEVELOPMENT, INC. 5465 MOREHOUSE DRIVE, SUITE 260 SAN DIEGO, CA 92121 (858) 546-3000 PROPERTY ADDRESS 2515 PALOMAR AIRPORT ROAD CARLSBAD, CA 92011 APN 213-020-18-00 (por.) TOPOGRAPHY SOURCE EXCEL ENGINEERING 440 STATE PLACE ESCONDIDO, CA 92029 TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED FROM AN AERIAL SURV£Y PERFORMED IN NOVEMBER, 2009. HYDRAULIC STUDY PREPARE BY: FUSCO£ ENGINEERING, DA TEO: DECEMBER, 2011 GOV -CITY OF VISTA STD. DRAWING CDC -CITY OF CARLSBAD STD. DRAWING SDRSD -SAN DIEGO REGIONAL STD. DRAWING WAS -WATER AGENCY STANDARDS PCC -PORTLAND CEMENT CONCRETE NOT TO SCALE DESCRIPTION STANDARD SYMBOL QUANTITY CITY OF .,,,--PROJECT STE CITY OF VISTA 0~ <I' CITY OF lc>---1,4SAN MARCOS REFERENCE DRAWINGS SEWER TRANSMISSION MAIN -BUENA SANITATION DISTRICT W.O. No. 5202 12• EXCESS EFFLUENT LIN£ -BUENA SANITATION DISTRICT W.O. No. 5-80-14 MAP 82.3 ROS 9939 RS 15.34-66: FOR P.A.R. STA. OF PALOMAR AIRPORT ROAD RS 1800: FOR P.A.R. STA. OF El CAMINO REAL BUENA SANITATION DISTRICT W.O. No. 5-80-14: 12" EXCESS EFFLUENT LINE CARLSBAD DWG. 128-108: PALOMAR AIRPORT ROAD IMPROVEMENT PLANS CARLSBAD DWG. 14.J-7: BUENA SANITATION DISTRICT SEWER TRANSMISSION SYSTfM W.O. No.5202 CARLSBAD DWG. 177-J: C.C.&F. PALOMAR AIRPORT BUSINESS PARK UNIT 1 IMPROVEMENT PLANS CARLSBAD DWG. 177-JA: C.C.&F. PALOMAR AIRPORT BUSINESS PARK UNIT 1 GRADING PLANS CARLSBAD OWG. 228-4: PALOMAR AIRPORT ROAD IMPROVEMENTS CARLSBAD DWG. 230-4: OLYMPIC GOLF GRADING PLAN CARLSBAD DWG. 237-7: PALOMAR AIRPORT ROAD & EL CAMINO REAL IMPROVEMENTS CARLSBAD DWG. J14-J: PALOMAR AIRPORT ROAD & EL CAMINO REAL PROPER TY LINE LOT LINE EXISTING WA TE.RUNE EXISTING SEWER MAIN EXISTING GAS LINE EXISTING STORM DRAIN EXISTING TELECOMMUNICATIONS EXISTING EXCESS EFFLUENT MAIN EXISTING SEWER MANHOLE EXISTING GROUND CONTOUR FINISHED GROUND CON TOUR 20• SANITARY SEWER (C905) COG S-5 SOIL BORINGS (PER SOILS REPORT. SEE SHT. .3) 60" DIA. SANITARY SEWER MANHOLE COC S-1A 60" DIA. SANITARY SEWER DROP MANHOLE COG S-2, S-1A SEWER CLEAN OUT COG S-6 12" EXCESS EFFLUENT PIP£ DR-14 (C900) SDRSD IW-02 THRUST BLOCK/ANCHOR BLOCK SDRSD WT-01 2• AIR & VACUUM VAL VE SDRSD WA-02 12• GATE VAL VE SORSD WV-01 EXIST. SEWER MAN/iOLE ABANDONMENT GOV Si.R-J1 35• PVC PIPE CASING DR-18(C905) WAS IW-04 2" BLOW-OFF ASSEMBLY SDRSD WB-01, WS-03 -280--- -ss-955LF ~81 0 0 6 EA 4 EA 5 EA --EE-1,350 LF D-¾--- --®>-- ····;,<l ... -Es,E3-- ----0 23 EA 1 EA J EA 2 EA 115 LF 1 EA IMPROVEMENTS & STA. CARLSBAD DWG. 323-J: PALOMAR AIRPORT ROAD IMPROVEMENTS CARLSBAD DWG. 365-5: LINCOLN NOR1HPOINTE IMPROVEMENT PLANS CARLSBAD DWG. 365-5A: LINCOLN NOR1HPOINTE GRADING PLANS CARLSBAD DWG . .386-6: PALOMAR AIRPORT ROAD & EL CAMINO REAL NOTE: ALL QUANTITIES SHOWN liEREON ARE FOR BONDING PURPOSES ONLY; THE IMPROVEMENTS & STA. CARLSBAD DWG. 394-1: fl CAMINO REAL WATER MAINS CARLSBAD DWG. 400-80: BRESSI RANCH INDUSTRIAL STORM DRAIN IMPROVEMENTS CARLSBAD DWG. 400-BG: El CAMINO REAL IMPROVEMENTS CARLSBAD DWG. 414-4: El CAMINO REAL RECYCLED WATER MAINS CARLSBAD DWG. 416-2: NOR1H COUNTY ANIMAL SHELTER IMPROVEMENT PLANS CARLSBAD DWG. 416-2A: NOR1H COUNTY ANIMAL SHELTER GRADING PLANS CARLSBAD DWG. 468-5: PALOMAR COMMONS IMPROVEMENT PLAN CARLSBAD DWG. 468-5B: PALOMAR COMMONS ROUGH GRADING CARLSBAD OWG. 468-5C: PALOMAR COMMONS IMPROVEMENTS PLANS CARLSBAD DWG. 468-50: LOWE'S PRECISE GRADING PLAN CARLSBAD DWG. 468-5£: PALOMAR COMMONS PUBLIC SEWER CARLSBAD OWG. 468-5F: PALOMAR COMMONS PRECISE GRADING CITY OF VISTA OWG. 400.3: PALOMAR COMMONS PUBLIC EXCESS EFFLUENT UN£ CONTRACTOR IS RESPONSIBLE FOR THEIR OWN INDEPENDENT QUANTITY AND MATERIAL TAKE-OFFS TO CONSTRUCT THE DESIGN AS INDICATED ON THESE DRAWINGS. SHEET INDEX $/if.ET 1: COVER SHEET SHEET 2: KEY MAP & NOTES SliEET 3: DEMOLITION PLAN SHEET 4: SEWER MAIN PLAN & PROFILE SliEET 5: SEWER MAIN PLAN & PROFILE SHEET 6: EXCESS EFFLUENT PLAN & PROFILE 5/iEET 7: EXCESS EFFLUENT PLAN & PROFILE SHEET B: EXCESS EFFLUENT PLAN & PROFILE SHEET 9: CONCEPTUAL SEWER MAIN BYPASS PLAN SHEET 10: CITY OF VISTA DETAILS INSPECTION NOTE NIGHT WORK INSPECTION REQUIRED. DEVELOPER, CONTRACTOR Jc SUB-CONTRACTORS SHALL OBTAIN A CITY OF VISTA •-,.,~. RIGHT-OF-WAY NIGHT WORK PERMIT(S) AND SHALL PAY ADDITIONAL FEE($) FOR NIGHT WORK INSPECTION. 1HIS PLAN IS VALID FOR 2 YEARS FROM APPROVAL COUNTY OF SAN DIEGO AIRPORTS SITE PLAN/ BUILDING PLAN APPROVAL APPROVED FOR PLANNING PURPOSES ONLY. ALL APPLICABLE REGULATORY REQUIREMENTS MUST BE MET AT LESSEE'S EXPENSE BY LESSEE INCLUDING, BUT NOT LIMITED TO, BUILDING PERMITS REQUIRED BY THE PERMITTING AUTHORITY. LESSEE SliALL SUBMIT TO AIRPORTS AN APPROVED NOTTCE OF PROPOSED CONSTRUCTION OR ALTERATION FAA FORM 7460-1 PRIOR TO STARTING CONSTRUCTION. ALL USES MUST BE CONSISTENT WITH FEDERAL AVIATION ADMINISmA TION (FAA) RULES, REGULATIONS AND GUIDANCE DOCUMENTS. TliERE WILL BE NO RES/DENTTAL UNITS, INCLUDING CREW QUARTERS OR CARETAKER RESIDENCES, WITHOUT PRIOR WRITTEN APPROVAL OF THE FAA. AIRPORTS SECTION REVI AIRPORT MANAGER_-61,~~ ~~~:;;:;,".__ DATE ~? PROPERTY _.'.'.:~;;::=;~~',-------,---DA TE t -{;-I~ DATE 6-5-/2 DATE 1-?-tZ.., STORMWATER INSP£CT10N PRIORITY HIGH WDID NO. 9 37CJ59876 "AS BU/LT'' DATE RCE EXP. REV/fl\£0 BY: INSPECTOR DATE CITY of VISTA IMPROV£MENT PLANS FOR: PALOMAR COMMONS ~-·•----...,-c,;--..-~------------------------,-------------------.-------------------,-,------------,--,--,---T--t------.:.:.;:,~~~F_.;._,;. _________ ..,._-:::;; ~ -• . ""II .. CITY OF CARLSBAD -UTILITIES DEPARTMENT CITY OF VISTA.SANITATION DEPARTMENT ' ~,. FUSCOE -;;---...:;: PALOMAR Aff'Cm" ROAD AT EL CAMWO REAL POR110N OF LOT Q MAP 823 ~ (REVIEWED FOR CONFLICTS ONLY) ti!!~ '~'( W, 's SECTTON 4276 & 4217 OF 1HE GOVERNMENT CODE REQUIRES A I II t I II I I I I II t !,yry ~-' "' DIG ALERT IDENTIFJCAITON NUMBER 8£ ISSUED BEFORE A BASIN: CARLSBAD 6390 G,eenwkh Drive, Su;te 170 ~ ~ '2 • San Diego, California 92122 •: "PERMIT TO EXCAVATE WILL 8£ VALID. FOR YOUR DIG ALERT tel 858554_ 1 soo , fax 858.597.033 5 No. RCE 68075 ~ l-~~~~~~;:2~:~~Ju~:R~~o:~K~i:~~EY:~::a:iL;~R~7G.@ ~ /✓ ~ C:,-/:l-12-¼#-, --z;;,, J.~ 74485 12/31/13 C, -I'( •I l NO. DESCRIPTION c1TY DAT£ ,10 DAT£ Jk.~W. ~F www6'";;0 ;5com o5-3o-73 C.-ef-a/11-XP. ~~~~o-, : L------------WE-B•A•D•DR•E•s•s,_ww_w.•o•iG .. AL•£•R•r.•oR,.G _____ .,1,,;;A:;,;P,;;P~R;;O,;;VE;;D;,.·,;;;"J',;,y·;.· ,.'.;A>~c;E~~;ii;,;1,;'£;;;1;;'.;,· ___ D;;;;A;;,TE~-i..;,;A;.PP~~,;,;o;,;VE;;;;;;D,.B;.;,;Y:,....;,R;,;c;,;,E.;N.;,;o~ . ..,..;E;,;X;;,P.;, ......... ..;D;,;A,;,;r;~E-J~: .. ➔~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,.;A~P=-=P~-=R~-=0iVE(oioic~H~A:-:-NiGiiEi;:;;:;:.,,,-,.-;;:;;;;;.,,,-,..-,.~;;;;;;;;,..--i,_Gii,Riii£,iiG.,iii,,iiiii," ,iiLii,AiiiN,i,G,.,.Piii . .,· --R•c•E111N11011.11E.x11P11.1111D.,,,A11J;.,E--D""A""J;"'f.._.,. __ 11 2515 PALOMAR AIRPORT ROAD TITLE SHEET APPR0>1:Q 5/3o/12 , . I SliEET 1 OF 10 I 55075 ~ ,--, -, Y £NG/NEER RCE EXPIRES DAT£ -- Cl TY OF CAR.LSBAD DWG. No. 468-5£ IDWG-40031 LD.: 11-024 P.C.: N/A GP#: _N~/A __ 081412 ' 0 ,., ' ,o u '' 8EWERNOTE8 1. ALL SEWER IMPROVEMENTS SHALL BE DONE IN ACCORDANCE WITH THIS PLAN, THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON, THE SAN DIEGO REGIONAL STANDARD DRAWINGS, THE CITY OF CARLSBAD STANDARD DRAWINGS, AND THE CITY OF VISTA STANDARD DRAWINGS, ALL AS LAST AMENDED. WHERE CONFLICTS ARISE, THE MORE STRINGENT SHALL PREVAIL. 2. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY OF CARLSBAD FOR ANY EXCAVATION WITHIN RIGHT-OF-WAY. J. THE CONTRACTOR SHALL NOTIFY THE ENGINEER/NG DEPARTMENT 4B HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION (24-HOUR PHONE: (760-639-61 /J). 4. TRENCH WIDTH AND TRENCHING SHALL BE PER SDRSD No. S-4 OR AS SHOWN ON THE PLANS. 5. PIPE BEDDING AND TRENCH BACKFILL SHALL BE IN ACCORDANCE WITH SDRSD No. S-4. PVC (SOR JS) PIPE SHALL BE INSTALLED WITH TYPE C ROCK £NVELOPE PER S-4, ROCK SIZE: ¾' MAX. CRUSHED ROCK. FILL AREAS MUST BE COMPACTED TO MINIMUM 90 PERC£NT RELA T/VE COMPACTION PRIOR TO PIPE INSTALLATION OR AS SHOWN ON PLANS. 6. NOT USED. 7. NOT USED. 8. THE INSTALLATION OF PCC SEWER MANHOLES SHALL BE PER CITY OF CARLSBAD STANDARD DRAWING S-/A AND/OR S-2 AS SHOWN PER PLAN. 9. ADJUSTMENT, RECONSTRUCTION, R£HABIL/TA TION, OR REPLAC£MENT OF SEWER MANHOLES SHALL BE IN CONFORMANCE WITH CITY OF CARLSBAD STANDARD DRAWING No. S-1A AND/OR S-2 AS SHOWN PER PLAN. THE CITY/DISTRICT £NG/NE£R OR HIS REPRESENTATIVE, UPON INSPECTION, SHALL DETERMINE THE £XTENT OR TYPE OF RECONSTRUCT/ON, REHAB/LITA TION, OR REPLACEMENT NEEDED TO BRING THE MANHOLE STRUCTURE TO CURRENT STANDARDS, AND IF TESTING IS REQUIRED. 10. AFTER COMPLETION OF PIPE LAYING AND THE INSTALLA T/ON OF ALL SEWER STRUCTURES, AND BEFORE PAVING, ALL MAIN LINE SEWERS, PR/VAT£ SEWER SERVICE LATERALS, AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE CITY/DISTRICT ENGINEER OR HIS REPRESENTATIVE. THE SEWER MAINS SHALL FIRST BE WAYNE BALLED, MANDRELED, AIR TESTED, AND THEN TELEVISED. MANHOLES SHALL BE VACUUM TESTED IN COMPLIANCE WITH ASTM C 1244-93. 11. THE INTERNAL COND/llON OF ALL SeWER FACILITIES WIT/1'N THE RIGHT-OF-WAY SHALL BE ASSESSED BY CLOSED-CIRCUIT TELEVISED (CCTV) AS FOLLOWS: A. PR[ CONSTRUCTTON: NO GRADING OR TRENCHING WILL BE PERMITTED BEFORE CCTV INSPECTION. CCTV INSPECTION PERFORMED ON t'o -7 -Z. 0 I Z , B. POST-TELEVISING CCTV INSPECTTON OF ALL NEW AND EXISTTNG SEWER IMPROVEMENTS IS REQUIRED BEFORE FINAL PAVING OR ACCEPTANCE OF SEWER MAINS, LA TfRALS, AND APPURTENANCES. C. CCTV INSP£C110N SCHEDULE AND VIDEO TAP£ REVIEW FE:£S: CONTRACTOR IS REQUIRED TO CONTACT THE SAN/TATTON STAFF AT (760) 809-6146, OR 726-1340, EXTENSION 1336 OR 1374 TO SCHEDULE THE TELEVISING INSPECTION AND PAY APPLICABLE FEES. D. SUBMITTAL RE;OU/RE;MENTS (MIN.)· THE TV INSPECTTON SHALL ONLY BE PERFORMED BY THE CITY OF VISTA OR A CITY-APPROVED FIRM. THE CONTRACTOR SHALL SUBMIT TO THE CITY/DISTRICT ENGINEER COLOR CCTV ON CD-ROM WITH VERBAL DESCRIPTTON, WRITTEN MANUSCRIPT OF THE PERTINENT DIALOGUE, A DIGITAL FILE OF THE TV INSPECTION DATABASE, AND STTLL PICTURES. MINIMAi. INFORMATION SHALL INCLUDE; PROJECT NAME:, ORA WING NO., DA TE & TIME, LINE ID AND LOCA TTON, PIPE SIZE AND MATERIAL, FOOTAGE, LATERAL LOCA T/ON FROM THE UPSTREAM MANHOLE, AND ANY DEFECTS OR PROBLEM AREAS. FINAL ACCEPTANCE OF THE IMPROVEMENTS IS SUBJECT TO DISTRICT REVIEW AND APPROVAL. 12. MANHOLE COVERS FOR PR/VAT£ SEWER SYSTEMS SHALL HA VE "PR/VAT£ SEWER" CAST INTO THE LID. PUBLIC COVERS SHALL HA VE "CITY OF VISTA• (OR "BUENA SAN/TATTON DISTRICT") CAST IN TO TH£ LID. 13. D£TA/LED R£CORD ORA WINGS SHALL B£ MAINTA/N£D BY THE CONTRACTOR DURING CONSTRUCTION AND SUBMITTED TO THE ENGINEER OF WORK. "AS-BUILT" DRAWINGS SHALL BE SUBMITTED BY THE fNGINEER OF WORK TO THE CITY/DISTRICT INSPECTOR PRIOR TO ACCEPTANCE OF THE PUBLIC SEWER SYSTEM. FINAL LOCATION AND ELEVATION OF SEWER MAIN, MANHOL£S, LA TfRALS, AND CLEANOUTS SHALL BE SHOWN ON TH£ R£CORD DRAWING AND TH£ •AS-BUILT" ORA WINGS. 14. £NTRY TO MANHOLES IS PERMIT-REQUIRED CONFINED SPACE ENTRY (REF. SEC. 5156, 5157, AND 5158 OF CALIFORNIA OSHA TlllE B CCR G/SO). SAID PERMIT AND PLAN MUST BE ISSUED BEFORE" EACH ENTRY, MAINTAIN£D ONS/Tf AND PRESENTED TO CITY/DISTRICT ENGINEER UPON REQUEST. NON-COMPLIANCE MAY RESULT IN DEATH, FINES, OR IMPRISONMENT. 15. AS EARLY AS POSSIBLE, THE CONTRACTOR SHALL SUBMIT A SANITARY SEWER OVERFLOW PREVENTION AND RESPONSE (SSOP&R) PLAN AND A BYPASS PLAN FOR THE EXISTTNG SEWER AND EXCESS EFFLUENT MAINS ON SITE. THE PLANS MUST BE APPROVED BY THE CITY/DISTRICT ENGINEER BEFORE ANY WORK THAT MAY AFFECT ACTIVE PR/VAT£ OR PUBLIC SEWER FLOW. SHOULD A SPILL OCCUR, THE CONTRACTOR SHALL CONTAIN THE SEWAGE FROM ENTERING WA TfR SURFACE AREAS AND IMMEDIATELY CALL THE DISTRICT WASTEWA TfR DEPARTMENT AND INSPECTOR FOR INSPECTION, RESPONSE, AND REPORTING: CITY OF VISTA/BUENA SAN/TAT/ON DISTRICT (7:30 AM TO 3:30 PM) (760) 726-1340 RANCHO BUENA VISTA DISPATCH (AFTER WORKING HOURS) (858) 756-3606 TH£ CONTRACTOR IS LIABLE FOR ANY AND ALL COSTS INCURRED BY THE CITY/DISTRICT FOR RESPONSE AND REPORTING, IN ADD/llON TO ANY FINES AND PENAL TIES THAT MAY APPLY (REF. COV/BSD SSOP&P, RWQCB 96-04). 16. THE DISTRICT RESERVES THE RIGHT TO APPROVE OR REQUIRE ANY NECESSARY CHANGES TO ENSURE THAT ALL ACTIVE MANHOLES ARE ACCESSIBLE THROUGH ALL PHASES OF CONSTRUCT/ON, AND THAT ALL FINISHED MANHOLES ARE LEGALLY AND PHYS/CALLY ACCESSIBLE TO DISTRICT STANDARDS. [MIN. ESMT. 15' WIDE W / MIN. 12' WIDE DRIVE LANE MEETING: MIN. 4• CL II/ A.B. TO 10%' GRADE, MIN. 2• A.C. OVER 6" CL II A.B. TO 20%' 'MTH DRIVEWAY APRONS AND GATES P£R COVSD 18 AS REQUIRED.] ENGIN££R STA TfMeNT: I HEREBY CERTTFY THAT I HA VE REVIEWED THE ATTACHED PLANS AND THAT THE PLANS PROVIDE FOR MANHOLE ACCESS BY IMPROVED AND RECORDED EASEMENT (DOCUMENT 2012-0281175, RECORDED MAY 14, 2012) IN COMPLIANCE WITH SAN/TA TION STANDARDS. 68075 RCE CALIFORNIA COUNCIL OF CIVIL ENGINEERS AND LAND SURVEYORS CONSTRUCTION CONIRACTOR AGR£ES THAT /N ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTTCES, CONS/RUCTION CONTRACTOR WILL BE REQUIReD TO ASSUM£ SOLE" AND COMPLETE RESPONSIBILITY FOR JOB SITE COND/JlONS DURING THE COURSE" OF CONS/RUCTION OF 1HE PROJE"CT, INCLUDING SAFETY OF ALL P£RSONS AND PROPERTY. THIS REQUIReMeNT SHALL BE MADE TO APPL y CONTINUOUSL y AND NOT Be LIM/TED TO NORMAL WORK/NG HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO D£FEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLE"SS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNE"CTION 'MTH 1He PERFORMANCE OF WORK ON 1HIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF /HE DESIGN PROFESSIONAL. \ -- PARCEL a P[)fl1Jl1N lJP L01 S, MAP 823 ~✓~ PROPOSED U TILi TY L[)f J8 ACCESS ROAD PER CITY OF CARLSBAD ==1-;:::: MAP 8873 '' DWG. 468-58 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR IHE EXISTENCE AND LOCA TTON OF ANY UNDERGROUND UTILITY P/PeS OR SIRUCTURES SHOWN ON THE"SE PLANS WERE OBTA/NeD BY A SEARCH OF /HE AVAILABLE RECORDS. IHE"Se LOCATIONS ARE" APPROX/MA TE AND SHALL BE CONFIRMED BY IHE CONTRACTOR SO THAT ANY NECESSARY ADJUSTT,,1ENTS CAN Be MADE IN ALIGNME"NT AND/OR GRADE" OF /He PROPOSED IMPROVEMENTS PRIOR TO INSTALLATION. THE CONTRACTOR IS REQUIR£D TO TAKE PRECAUTTONARY MEASURE"$ TO PROTECT ANY ANO ALL UTILITY LINES NOT ON RECORD OR SHOWN ON IHESe PLANS. ALL DRY UTILITIES SHOWN ON /HE PLANS ARE APPROX/MA TE AND FOR R£FeRENC£ ONLY, SOLELY FOR THE" CONVENIENCE" OF TH£ CONIRACTOR. 1HE CONTRACTOR SHALL COORDINATE W11H /HE APPROPR/A T£ FRANCHISE UTTLITY TO DeT£RMIN£ THE LOCATION OF UNDERGROUND SERVICES PR/OR TO THE START CONSTRUCTTON. CONTRACTOR TO PO/HOLE ANY AND ALL UTILITY CROSSINGS AND POINTS OF CONNECTION PRIOR TO CONSTRUCTION TO eNSURE EXISTING IMPROVEMENTS' ALIGNM£NT AND GRADE MATCHES THE PLANS. IF D/SCREPANCleS ARE" NOTICED, CONTRACTOR SHALL NOTIFY ENGINEER OF WORK PRIOR TO INSTALLATION TO ADJUST ALIGNMENT AND / OR GRADE OF PROPOSED IMPROVEMENTS AS NECESSARY. • . . • 4 •• INSTALL 6" COPLASTIX FLAP GATE OR EQUAL VAR/ES PER PLAN 4 ••• r ---,__--___, ... ~ \\ I 20" PVC \ • SEWER 6" ... • • • .. • .. • • • • 6" PVC SEWER -<J\,}--'r-6" PVC RISER DROP MANHOLE PeR S-2 ,,,.--2-SACK CEMENT SLURRY ENCASING ◊ ◊ PROPOSED PUBLIC STORM DRAIN PER ◊ CITY OF CARLSBAD DWG. 468-5 ◊ ◊ COUNTY OF SAN DIEGO -SOLID WASTE LOCAL ENFORCEMENT AGENCY NOTES SW/SI 37-AH-0002 BASED ON THE SIT£ SPECIFIC RESULTS PRESENTED TO THE LEA, THE LEA HAS DETERMINED THAT THE PROPOSED DEVELOPMENT WILL NOT HAVE TO COMPLY 'MTH THE REQUIREM£NTS OF 27CCR 21990(g) 1-7, EXCEPT FOR: 1. 21190 (g) (6) -THE PLACEMENT OF AUTOMATTC METHANE SENSORS WITH ALARMS WITHIN ALL SIT£ BUILDINGS (INCLUDING INTERIOR OFFICES INSIDE THE" LOWE'S WAREHOUSE). AS A REQUIREMENT OF SIT£ DEVELOPMENT, A MINIMUM OF TWO NEW PERIMET£R LANDFILL GAS MON/TOR/NG PROBES (SUBSURFACE) WILL BE REQUIRED TO BE PLACED ON THE NORTHERN SIT£ BOUNDARY ADJACENT TO PALOMAR AIRPORT ROAD AS AN EARLY IND/CA TOR SYSTEM FOR THE" DET£Cl10N OF MIGRATING LANDFILL GAS. THE PROBES ARE REQUIRED TO BE MONITORED AT A MINIMUM OF QUART£RL Y (£"VERY THREE MONTHS) BUT THE LEA CAN REQUIRE A MORE FREQU£NT SAMPLING. IT IS SUGGESTED THESE PROBES BE INCORPORATED IN TO THE" COUNTY OF SAN DIEGO DEPARTM£NT OF PUBLIC WORKS LANDFILL GAS COMPLIANCE NETWORK AND BE MONITORED BY ONE ENTTTY. IN ADDITION, SEVERAL ADDlllONAL REQUIREMENTS WERE OUlllNED IN TH£ LEA'S LETTER DATED APRIL B, 2010. TH[SE MEASURES ARE STILL REQUIRED, AND ARE REI TERA TED BELOW: 1. THE PRESENCE OF THE LANDFILL IS DISCLOSED TO CONTRACTORS AND IDENTIFIED ON DEVELOPMENT AND CONSTRUCTTON PLANS. 2. AN APPROVED COMMUNITY HEAL TH AND SAFETY PLAN WILL BE REQUIRED. LANDFILL GAS MONITORING FOR METHANE AND TRACE GASSES DURING THE CONSTRUCTION OF ANY TRENCH IS A MANDATORY COMPONENT. 3. ANY STRUCTURES DEVELOPED ONS!Tf SHALL INCLUDE PERMANENT, HARD-WIRE METHANE DETECTORS. A WRITTEN PLAN TO MONITOR, MAINTAIN AND DOCUMENT THE MONITORING AND MAINTENANCE OF THE DETECTORS IS ALSO REQUIRED. 4. A PLAN FOR MANAGING EXPECTED AND UNEXPECTED WASTES DURING GRAD/NG, TRENCHING AND /NSTALLA TTON OF UNDERGROUND UTILITIES. 5. TRENCH DAMS OR $/MILAR DEVICES TO PREVENT THE MIGRA TTON OF LANDFILL GAS INTO SITE STRUCTURES FROM UTILITY LIN£S WILL BE REQUIRED. DISCUSS STEPS THAT WILL BE TAKEN TO ADDRESS THE POTENTIAL FOR LANDFILL GAS MIGRATION ASSOC/A TED WITH THE ABANDONMENT OF ANY EXISTING UTILlllES. 6. PROVIDE THE LEA WITH A PROJECT TIME LINE FOR IMPLEMENTA T/ON OF VARIOUS ASPECTS OF THE PROJECT. PLEASE SUBMIT COPIES OF THE SIT£ DEVELOPMENT PLANS TO THE LEA FOR APPROVAL PRIOR TO IN/llA TING CONSTRUCTION ACJ1Vll1ES. THE PLANS SHALL SHOW THE PROPOSED LOCATIONS OF THE AU TOMA TTC METHANE SENSORS WITHIN EACH BU/LO/NG AND THE LOCATIONS FOR THE SUBSURFACE LANDFILL GAS MONITORING PROBES. PRIOR TO OCCUPANCY, A WRITTEN PLAN TO MONITOR, MAINTAIN AND DOCUMENT THE METHANE DETECTORS AND MIGRA TTON PROBES SHALL BE PREPARED AND SUBMITTED TO THE LEA FOR APPROVAL. ◊ ◊ '{ \>c. ___ .,.--10··.: "'' ,,,.., V • -,~ \ ' -\} C ' \ \\ ' ",l 3 9 ◊ r ·•1i i ' ◊ ! GRAPHIC SCALE IN FEET CITY of VISTA IMPROVEMENT PLANS FOR: PALOMAR COMMONS CONSTRUCT CONCRE"TE SHE"LF (TYP.) PER S-2 • -1- LOWER PORTION OFr-,------------T--,-,--,--r--------:-::;;g-----------7--::;;;;;;;:;;;;;;;;;;:---i DROP CONNECTION -•._.., .... ·.•,, :? Jf/.D~-INCH ~1: ~ FUSCQE -~'I w. PALOMAR Aff'CJRr' ROAD AT El. CAMINO REAL POffi10N OF LOT 0. MAP 823 • . .•< .· ... .. ·. Ii~ • @SEWER LATERAL CONNECTION TO DROP MANHOLE NOT TO SCALE NO. DESCRIPTION CITY APPROVED CHANGES DATE VID I N t I N I I l I N t O' 6390 Greenwich Drive, Suite 170 Son Diego, California 92122 tel 858.554.1500 ° fox 858.597.0335 <;H~w.'--of~ www;~~o;5com06-J0-1J GREGolfrillLANG, P.ilT RCE No. EXP. DA Te rx.jas,lt1- DA Te 2515 PALOMAR AIRPORT ROAD KEY MAP & NOT£$ APPROC :0 ., ~ . 55075 6/J0/12 ,, I SHEET...£. OF lQI LD.: 11-024 fis,,,, r.,/ 'Y ENG/NEER RCe EXPIRES Cl TY OF CARLSBAD owe. No. 468-5£ P.C.: N/A DA It IDWG-40031 GPj: _N~/_A __ 081412 ® EXJ8T/NG EASEMENTS* ITEM #9 AN EASEMENT FOR PIPELINES AND INCIDENTAL PURPOSES IN FAVOR OF BUENA SAN/TATTON DISTRICT, RECORDED JULY 31, 1964 AS INSTRUMENT NO. 138512 AND RECORDED JANUARY 5, 1965 AS INSTRUMENT NO. 001287, BOTH OF OFFICIAL RECORDS. @ ITEM #11 AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGO GAS AND ELECTRIC COMPANY, RECORDED OCTOBER 14, 1966 AS INSTRUMENT NO. 165831 OF OFFICIAL RECORDS. ITEM #12 AN EASEMENT FOR COUNTY HIGHWAY, DRAINAGE FACILITIES AND INCIDENTAL PURPOSES IN FAVOR OF THE COUNTY OF SAN DIEGO, RECORDED OCTOBER 7, 1975 AS INSTRUMENT NO. 75-275667 OF OFFICIAL RECORDS. ITEM #14 AN EASEMENT FOR PUBLIC UTILITIES, INGRESS, EGRESS AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGO GAS AND ELECTRIC COMPANY, RECORDED JUN£ 28, 1984 AS INSTRUMENT NO. 84-244349 OF OFFICIAL RECORDS. (SURVEYOR'S NOTE: THE SIDELINES OF SAID EASEMENT LIE THREE FEET ON EACH EXTERIOR SIDE OF UTILITIES INSTALLED PER A PLAT ATTACHED TO SAID DOCUMENT. THE LOCATION OF SAID EASEMENT SHOWN HEREON IS BASED ON ABOVE GROUND LOCA T10NS OF SAID UTILITIES AND A "BEST FIT" OF 11-/E LINE WORK DEPICTED ON SAID PLAT.) ITEM #17 AN EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGO GAS AND ELECTRIC COMPANY, RECORDED JANUARY 6, 1986 AS INSTRUMENT NO. 86-003913 OF OFFICIAL RECORDS. @ ITEM #18 AN EASEMENT FOR DRAINAGE AND INCIDENTAL PURPOSES IN FAVOR OF 11-1£ CITY OF CARLSBAD, RECORDED JULY 15, 1992 AS INSTRUMENT NO. 1992-0443329 OF OFFICIAL RECORDS. DEMOLmON PLAN SCALE: 1" = 50' @ ITEM #19 AN EASEMENT FOR SLOPE, CONSTRUCT/ON PURPOSES AND INCIDENTAL PURPOSES IN FAVOR OF THE CITY OF CARLSBAD, RECORDED JULY 15, 1992 AS INSTRUMENT NO. 1992-0443332 OF OFFICIAL RECORDS. @ ITEM #20 AN EASEMENT FOR STREET, PUBLIC UTILITY AND INCIDENTAL PURPOSES IN FAVOR OF THE CITY OF CARLSBAD, RECORDED JULY 15, 1992 AS INSTRUMENT NO. 1992-0443333 OF OFFICIAL RECORDS. @ ITEM #24 AN EASEMENT FOR WATERLINE AND INCIDENTAL PURPOSES IN FAVOR OF CARLSBAD MUNICIPAL WATER DISTRICT, RECORDED MARCH 3, 2004 AS INSTRUMENT NO. 2004-01741:34 OF OFFICIAL RECORDS. ITEM "A" A RUNWAY PROTECTION ZONE FOR PALOMAR AIRPORT PER STANDARDS OUTLINED IN THE DOCUMENT ENTITLED "REVISED DRAFT-McCLELLAN-PALOMAR AIRPORT LAND USE COMPATIBILITY PLAN", DATED FEBRUARY 5, 1999 OBTAINED FROM THE REGIONAL AIRPORT AUTHORITY. *EASEMENT DATA PER TITLE REPORT ORDER NUMBER: NCS-413487-SD. PROVIDED BY FIRST AMERICAN TITLE INSURANCE COMPANY NA T10NAL COMMERCIAL SER\/JCES. DATED OCTOBER 6, 2009. NO. DESCRIPTION CITY DAT£ APPROVED CHANGES VID STATIONING NOTE: STATIONING SHOWN ON THIS SHEET IS BASED ON APPROX/MA TE EXISTING SEWER MAIN ALIGNMENT FOR DEMOLITION REFERENCE PURPOSES ONLY. 80RWG DATA NOTl:: BORING LOCATIONS PER PROJECTS GcOTECHNICAL REPORTS BY EEi. BORING LOCA T10N NUMBERS ENDING WITH "S" CORRESPOND WITH GEOTECHNICAL REPORT No. SUD-70986. 1. BORING LOCA T10N NUMBERS ENDING WITH "L" CORRESPOND WITH GEOTECHNICAL REPORT No. LOW-79076.2 OAT£ liFUSCOE 11111111111111 6390 Greenwich Drive,, $yife 170 San Diego, California 92122 tel 858.554.1500 • fax 858.597.0335 ~ www.fuscoe.com ~o•~ W-~~ 68015 06-30-13 GREG Y ~ LAN0:P.E RC£ No. EXP. DATE tX/oti/r 1.. DATE GRAPHIC SCALE IN FEET CITY of VISTA IMPROVEMENT PLANS FOR: PALOMAR COMMONS PALOMAR Aff'Offi" ROAD AT El.. CAMINO REAL PatT10N OF LOT Q MAP 823 2515 PALOMAR AIRPORT ROAD DEMOLITION PLAN LO.: 11-D24 CITY OF CARLSBAD owe. No. 468-5E P.C.: N/A GP#: _N~/A __ 081412 . . +··· .. ...... t ······· .. ! 7t,O . j ·· 24• )vck:~R, ·. i>Ii>E JOINT$ Sf/AL~ , ■· .... , ........ , : · r:r1,=:j,=:+1-;MS£!-~· .... 1.,w;;: .. ~ju.-;-: .... -;;P~tR;;: .. t. tt~;;ft=i7r ~sllt~!e,cAt . it-~ .--~-r---t-.. -... :-; .-... "'"-,.1l-;le:.-... l-t:-:t-::-:r-:=E+-:-. -+-+-++--++--+--+---l.-if---E-lf-+--+---l-h----1-1----fcsjJ~~:rot-t:-:t-t±t-±=+---t-ttH-f-+-··+1-·· +-+-++-tt- . ¢ARLS/iAD . M!ANS O[t ay . 6 o ' It ~~~. J . , · [ 0 ~ ~a-:5B =11· \fS/(~E~G4-il? .. ~26=2m·~;3H .. f'E':_. +' --+f¥-lt-~~~~++++--+~~·..-.:· ··:1··•:-:····:--······h······:--··· t,=-··· 1+-++W-J--1----i~=~t..-.:-+--l-J___:.t__j__iJ~__;~=-llf'f'-d' =:i·· .... :J1:..:·····±1l3=-=~L · ·· · 1 1+-+--+ stANliARbs ; to.: .. ' 1\4~ ' i,, :-c; -,..., . ' =:1: .. 1:-1-.. t-, -+--+_J2t,1t__LJ ... ;. ···,,-···=L··~-....... ::-:r ' .;.---< ' --- 1--t--t-+-+--+-···.;._• -+--+--~·2;50;· .-391--1-ra!:-'./:·;-f---. --:-: :--'·· fl-,if-=i-----'--":-1+;-···H-+---~g~=r=fitt--::r,--::t."'=..t...=.t= ... t::-t=t-HH'::. ·•·7!-... ···-! .. i-...•.. --tl-•.·.·--1 .... ft-t-t---+--'•~:2~5~6,..i!.2'f-1'"4-it_· ··-1-i :..+..-.:+..-.:+:..+. :::· +· --+:::+--+--+--++:::·;...' ---111++--+:::. ,r.-:. +--+++4-lf--1:___:++.t:+---t...--+.t:1 246.1± . TPi . _ iL ' l '· .. ' · ' ' . (C9Q{;) PIP ; P ,JPC .. t~~t~~ T ~£ 1 .. ~ 'miifi:;JoooidN++ ' ·, ··············•· I I ......... ,. afsr.: 1 ~-JcP SLOPE:= :2,!i~ . . . t .... ! . . ' .PROF/lE :.. 20· SEWER MAIN SCALE: HORIZONTAL 1"=40'; VERTICAJ_ 1"=8' I···· ...... 1 .... .,.... .......... ..' ............ L........ · ........ .i. .......... 1-.. ... . PROFILE -20' SEWER MAIN ... f. SCALE: HORIZONTAL 1"=40"; VERTICAL 1"=8' f i ,. i ~. > ,~---'---''--~"--'--'-----'----=----'---=---'---=----'_JL_j__j__[_j__J_j_j___J_;___J;__;__;___;___:;___L.J.l _________________ _J_j;__LL.L..L±±:..i...l_j__J___J;__LLL.Llj__±:_i_J__J_J:_J_J__J_LLl..J..._l±_lL_J_J Q :'~ 0 CL 7 ':, . ' 20 ,-1_ ·., ", '-. :·:.-• :z: (,, '-. , .... Z >8 '<-)\ :::-1 -,..::z "'>,~." .. •·········· ;tg .·, ' ' . '"' .. I\,' , tt-,...;fl-_,.., 3 I I I C ' '- • SC£ DETAIL A7 . '•~, ---,-- m 40' I .__.Ll~'-.:::-- BLDG6, FF~ 275.5'd'c PLAN -20' SEWER MAIN SCALE: I" = 40' ◊ - 30' PUBLJC S£'11£R E:ASEME;NT TO BUENA ,. SAN/TA TION DISTRICT PER DOC. 2012-0281176 REC. MAY 14, 2012 6 == "'Jl ~0-0 -0 PLAN -20' SEWER MAIN SCALE: I• = 40' SEWER LATERAL NOTE ALL PR/VAT£ SEWF:R LA T£RALS SHALL 8£ PR/VAT£ ALL THE WAY TO TH£ CONN£CTTON TO TH£ PUBLJC MAIN/MANHOLE. NO. SEE SHr 5 ,:;::> ·S-\::~ DE SCRIP TTON CITY APPROVE CHANGES l ·::{'( DATE VID DATE CONSTRUCTION NOTES (D £XIST. 15" VCP SEWER PER W.O. No. 5202 @ £XIST. 8" VCP S£WER TO R£MAIN, PROT£CT IN PLACE Pit. 12-oG-Oo,::#' Z.OIZ·O ?>30 l38 R.e,c. r:.•,$•/2 @ EXIST. 12" £XCESS EFFlU£NT LINE PER BU£NA SAN/TATTON DIST. W.O. No. 5-80-14 @ PR/V. SEWER P£R CITY OF CARLSBAD BUILDING DEPARThfENT @ NEW £XC£SS EFFLUENT PIPE PER BU£NA SAN/TATTON DIST. PER SHE£TS 6 & 7 OF THIS S£T. (D NEW PUBLIC WA T£R MAIN P£R CITY OF CARLSBAD DWG. 468-5C @ NEW PR/V. STORM DRAIN PER CITY OF CARLSBAD DWG. 468-5D & 468-5F @ N£W PRIV. U/G DET£N710N/INFILTRATTON SYST£MS P£R CITY OF CARLSBAD DWG. 468-5D & 468-5F PU8LJC SEWER PIPE TABLE NO. BEARING/RAD/US DELTA LENGTI-1 SLOPE COMMENTS Q) N10"18'52"W ---115.00' 1.88% 20" PVC @ N10"18'52"W ---67.31' 1. 93% 20" PVC (J) 571. 75' 21 ·10•34• 206.31' 1.84% 20" PVC ® 571. 75' 011·59•44• 84. 77' 1.91% 20" PVC @ N23"52'35"W ---77.77' 1.91% 20" PVC NOTE: PVC PIPE TO BE AWWA C905 -DR 18 (GR££N PIP£); B£DDING AND BACKFILL PER COC S-5 WITT-I GEOTEXTILE FABRIC WRAP ENCAPSULATING ROCK BACKFILL, ALL S£WER TO 8£ CONSTRUCTED PER CITY OF CARLSBAD STANDARDS. ALL PIPE L£NGTT-IS AR£ M£ASURED FROM EDGE OF MANHOLE TO £DG£ OF MANHOLE. PVC CARRIER PIPE JOINTS SHALL BE RESTRAINED EITHER BY MECHANICAL M£ANS OR BY USE OF SPLINED GASKETS. @ NEW PUBLIC STORM DRAIN P£R CITY OF CARLSBAD DWG. 468-5 PRIVATE SEWER LATERAL TABLE (LOCATED IN PUBLIC SEWER EASEMENT. INSTALL 60-INCH DIA. PVC LIN£D MANHOL£ PER COC S-1A. FRAME & COVER l\fTT-1 36-/NCH DIA. PAMTTGHT COVER BY CERTAINT££D OR APPROVED £QUAL. R£INFORCE MANHOLE BAS£ PER SDRSD 0-9, D-IIA & D-118. @ INSTALL 60-INCH DIA. PVC LIN£D DROP MANHOLE P£R COC S-2 & S-1A. FRAME & COV£R l\fTrl 36-INCH DIA. PAMTTGHT COVER BY C£RTAINT££D OR APPROVED £QUAL. R£INFORCE MANHOLE BASE P£R SDRSD D-9, D-IIA & D-IIB. SEE DETAIL A ON SHE£T 2 FOR LA T£RAL TIE-IN EL£VA TTONS IN R£LA TTON TO SEWER MAIN. RECONSTRUCT £XISTTNG MANHOL£ PER COC S-IA. MANHOLE COLLAR P£R COV S-30. INSTALL SEWER MARK£R P£R COC S-9. FRAME & COV£R TO 8£ 36-INCH DIA. PAMTTGHT COV£R BY C£RTAINT££D OR APPROVED £QUAL. @ 36" PVC DR-18 (C905) PIP£ £NCAS£MENT PER WAS WP-04 NO. I.E. @ M.H. DROP TO I.E. LENGTI-1 I.E. @ SLOP£ F.G. @ C.O. DEPTI-1 BELOW F.G. P.O.C. OF 20" MAIN (FT.) CLEANOUT (%) ELEV. (FT.) @ CLEANOUT (FT.) [I] 262.09 18.99' 18. 71 262.47 2.00 271.81 9.34 m 257.29 12.69' 12.50 257,54 2.00 270.75 13.21 rn 264. 71 20. 11' 14.59 264. 71 2.00 271.24 6.53 m 269.48 20.88' 40.00 271.48 5.10 275.50 4.02 NOTE: PVC LATERALS TO BE SOR 35, BEDDING ANO BACKFILL PER COC S-5. ALL SEWER CL£ANOUTS PER SDRSD S-6 . ALL SEWER TO BE CONSTRUCTED PER CITY OF CARLSBAD STANDARDS. ALL PIPE LENGTT-IS ARE MEASURED FROM £DG£ OF MANHOLE TO CENTERLINE OF CLEANOUT. SEWER MANHOLE NOTE ALL MANHOLES SHALL BE PVC LINED AND CONSTRUCTED PER CITY OF CARLSBAD STANDARDS. THE CHANNELS IN EACH MANHOLE SHALL BE LIN£D l\fTT-1 PVC; NO EPOXY, POLYURETT-IANE OR 011-IER COATINGS ARE ALLOWED. ALL CEMENTTT/OUS SURFACES IN THE MANHOLES SHALL BE PVC LINED l\fTH T-LOCK OR ARROWI.OCK. INSTALLING 11-IE PVC l\fTH ADHESIVES ALON£ WILL NOT BE ALLOWED. 20' EXCESS EFFLUE;NT • i I 11 }:, )IFJCEL ;J EASEMENT TO BUENA ~ ~ "' PDil11Dl1 DP ' 10' I 1,1:) . . WALL PER ,-, I? _:._: _'I _c> ',-,:.:1/•--./:i'C7'f D00. 468-,58 ~ .. al " 2521,.."n:•'s··"rv•r,·~-tr~F=====~~~~,' 1. ~>._ 1 ~ , ~, ~ 12 • ~ /tF\~~·;::)1 ~ / <('• .. ~ ~ 260. 72 rs ,~'-1/' ) \:" r"·?J~ \: ' ~ ( -~2-9-/--1... __ ,_~ -25 'T-.__,,.--1"2· -':.,,i "~.,i Y\-·1 ; : i' '· \ _( .. ,> ~ ,-, ',,>',~"' "-.. '·-.. .:-,;' -~ I 1.:,. ACCESS ROAD PER--...~t--+--__j COC DOO. ~8-SF 20' I GRAPHIC SCALE IN FEET 1/ :s ·- './' . I; ·-r . SCALE: 1" = 10' CITY of VISTA IMPROVEM£NT PLANS FOR: PALOMAR COMMONS PALOMAR AR"ORT ROAD AT 8.. CAMINO REAL PORTION OF LOT 0, IMP 823 REMARKS 6" PVC 6" PVC 6" PVC 6" PVC itFUSCOE 2515 PALOMAR AIRPORT ROAD SEWER MAIN PLAN &: PROFIL£ ••••••••••• 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 • fox 858.597.0335 ~ I., ~J www.fuscoe.com '){!4r::tt:. lv .-1:J!! tj 68075 06-30-13 Q(,/or,/{'Z GREGl:fRY. LANG, P.E. RCE No. EXP. DA TE DA TE APPRO\£D , /1 tL .'11/1, 55075 6/30/12 t.l,5.l nm · rn 1 Y ENGINEER RC£ £XPIRES 'DA Tl CITY OF CARLSBAD DWG. No. 468-5E LD.: 11-D24 P.C.: N/A SHEET _f_ OF 1Q IDWG-40031 GP#: N/A 081412 . 2'16 •. :t TP' .; ... . l .. . ; ·····1 ;. ..... ..... ; ... ' ' + • t - 1---+--+--t-+--t-+--~_ar---rJ=i---r----t~H---~tttt-,1 ~r+=t++ ,++++~·---H---H7---+-I~--t°'f-;. f--1 +1_-H--f+ ~~±+++++--- ····-···-·-. ·-,1_.·.· .. · ••••••••••••••• ❖ ,...... ,. ... ! - i · I : .... t· . .. . J. PUBLIC SEWER PIPE: TABLE NO. BEAR/NG/RADIUS DELTA LENGm SLOPE COMMENTS ® 571.75' 08"59'44" 84. 77' 1. 91?: 20" PVC @ N23"52'J5"W 77,77' 1.91?: 20" PVC @ N23"52'J5"W J6.JO' 1.92?: 20" PVC @ N20"47'29"E 51.90' 2.27% 20" PVC @ N65"27'J2"E 276.29' 2.25% 20" PVC @ NJ5"47'40"W 52.J5' 2.00% 20" PVC NOTE: PVC PIPE TO BE AWWA C905 -DR 18 (GREEN PIPE); BEDDING AND BACKFILL PER COG S-5 WITT-I GEOTEXTILE FABRIC WRAP ENCAPSULATING ROCK BACKFILL. ALL SEWER TO BE CONSTRUCTED PER CITY OF CARLSBAD STANDARDS. ALL PIPE LENGTHS ARE MEASURED FROM EDGE OF MANHOLE TO EDGE OF MANHOLE. SEWER MANHOLE NOTc ALL MANHOLES SHALL BE PVC LINED AND CONSTRUCTED PER CITY OF CARLSBAD STANDARDS. 11-IE CHANNELS IN EACH MANHOLE SHALL BE LINED wrm PVC; NO EPOXY, POL YURE11-IANE OR 011-IER GOA TINGS ARE ALLOWED. ALL CEMENTITIOUS SURFACES IN 11-IE MANHOLES SHALL BE PVC LINED W,11-/ T-LOCK OR ARROWI..OCK. INSTALLING 11-IE PVC 'Mm ADHES/1/E:S ALON£ WILL NOT 8£ ALLOWED. PRIVATE SEWER LATERAL TABLE (LOCATED IN PU8LJC SEWER EASEMENT) NO. IE @ M.H. DROP TO IE LENGm I.E.@ SLOPE F.G. @ C.O. DEPJH BELOW F.G. P.0.C. OF 20" MAIN (FT.) CLEANOUT (ir) ELEV. (FT.) @ CLEANOUT (FT.) rn 265.51 12.50' 15.00 265.76 2.00 280.lJ 14.97 NOTE: PVC LATERALS TO BE SOR J5, BEDDING AND BACKFILL PER COC S-5. ALL SEWER CLEANOUTS PER COC S-6. ALL SEWER TO BE CONSTRUCTED PER CITY OF CARLSBAD STANDARDS. ALL PIPE LENGTHS ARE MEASURED FROM EDGE OF MANHOLE TO CENTERLINE OF CLEANOUT . r:1< ~ REMARKS 6" PVC , sc~~!N~A!~:=~w!~c~~:. PROFILE -20~ SEWER MAiN PROFILE L 20· SEWER ,MIN ' ~r--'---___c_1SEii~E~SHTSHr:44...L_;__;____J___j_L____J_ _ _;__J_l_J_JL__JL___L_J____JL_[___:....:._L:....:..:..t.......t.t__[___L._1____1:.._[___.t___:J__:J[___:.:__.t__:LJ__ ____ sLc ____ ALlEl:lHlOlRllZlOINlTAJLl1. ____ =l4lO::..';.l\lE_JRLnc ____ ALL....I1" ____ =JBl'±LlL...iiL.L±:±:±_i:-=i=±Lr±:±=1~=LE:E±_l=SC~A:L2_E-~· IH~OlRl:ZOJN~T.~ALL~1I·=:4=o=·:1VE~Rin~c1A~L~1I·==B~'JJiJLl (¾/y '~ ·4& f, JO' PUBLJC SEWE:R ~Aa ..........._ E:ASE:Mf:NT TO BUf:NA M'.') ............. SAN/TA noN DISTRICT , l'J'- "' -------'., ' \\p,I' BL.001 FF2 282.50 40' I N PL.AN -20• SEWER MAIN SCALE: 1" = 40' GRAPHIC SCALE IN FEET 120' J SEWER LATERAL NOTE ALL PRIVATE SEWER LATERALS SHALL BE PRIVATE ALL 11-IE WAY TO 11-IE CONNECTION TO 11-IE PUBLIC MAIN/MANHOLE. ~ ' ,, ,, '' .,, ' ,-. ,~'"','_, PL.AN -20• SEWER MAIN SCALE: 1" = 40' '..r J' ......... PE:R DOC. L:"> 2012-0281176 'TO REC. MAY 14, 2012 ~-<) · .. · '-!o~ ' .. · _. ·, ' . ' . ,' ,•_' .. ' ; '~ EXIST. 151/CP SE)l£R &-· ... 6 · ... EXCESSEFFtUENTTOBE· ... :-.· ... --.·., .. •+,A~ T. J) • ::fJ!iii111¥ :c rj~ ·;_ ' DETAIL B -CONNECTION POINT ACCESS jl FUSCOE -~'( w INtlilllllNt w'~'O'. 6390 Greenwich Drive, Suito 170 ~ Son Diego, California 92 l 22 !el 858.554.1500 ° fa, 858.597.0335 °" No. RCE 68 www.fuscoe.com XP. 06-3 SCALE: 1" = 20' CITY of VISTA IMPROVEMENT PLANS FOR: PALOMAR COMMONS PALOMAR Aff'Off1" ROAD AT EL CAMINO REAL Pat110N OF LOT 0, MAP 823 2515 PALOMAR AIRPORT ROAD SEWER MAIN PLAN & PROFILE TY ENGINEER 55075 6/J0/12 RCE EXPIRES SH££T -2.. OF 1Q NO. DESCRIPTION CITY DATE \/ID DATE 68075 06-J0-1J oc-loa/1-z.. Clv\ ., _______________________________________________________ ..,. ____________ J;.:~~~~~~~~~;A~P~P~R~O~VE~~c~H~AN~G~E~S~~;;;;;;;;;;;;~;;;;;;~~~~l~GR~E~G~~YJ~-~~~1:1~t~1e:: • .:,R~CE~N~o~.~E~X~P~. Jo~A~i~E--=~D~A~TE[' :.L..:::~ CITY OF CARLSBAD DWG. No. 468-5£ Jowc-10031 LD.: 11-024 P.C.: N/A GP#: N/A OB 14 72 0 C Q n STA. o+g2,68 -£XC£SS £ffiU£NT ANGLE: PT.; (2•U.5 TP±); T.B. CONNECT TO £XIST. MAIN W/ R£STRAIN£0 COUPLING-JBOO ME:GA COUPLING OR APPROVE:D £QUAL 1-90' HOR. B£ND ANGLE: OF 0£FL£CT10N <I ~ gQ'!J0':I: I -.f5' VE:RT. BE:ND • 1-12" GATE VALVE: ---------' --r ', '<5,2 STA. 1+01.00 ANGLE: PT.; 2~. I TP; T.B. 1-.f/l' HOR. BE:ND 1-DE:FLE:CT10N COUPLING ANGLE: OF D£FL£CT10N <I = 4g18'I4" 1-45" \£RT. BE:ND 1-12" GATE VAL\£ / L01 18 NJJ.IP fJfJ73 J.lPN 113·080·18 CONCRETE: PIPE: £NCASE:M£NT ---- FROM STA. 1+20 TO 1+5J PE:R SORSO SP-OJ I 20' E:XCE:SS E:FFLUE:NT E:ASE:ME:NT TO BUE:NA SANITA T10N DISTRICT PE:R DOC. 2012-0281177 RE:C. MAY 14, 2012 N79'41'08"E 1304.09' ., .... ' _----,,.,~,1~_// / / .i. JO' PUBLIC SE:WE:R . C E:ASE:ME:NT TO BUE:NA SAN/TA T10N DISTRICT PE:R DOC. 20l 2-028117e RE:C. MAY 14, 2012 _ I I RETAINING WALL PE:R COC OWG. ~8-58 PJ.IFJ~i:1. i POFJ1JON 011 ./Li:J1 B I ./ J'ilAP aas I J.lPN 113·l110·1FJ // ACCESS ROAD PE:R COC DWG. ~8-5F I I 111 STA. 1+25.98 ANGLE PT.; 2~.J TP; T.B. 1-11.25' HOR. BE:ND ANGLE: OF DEFLECTION <I = 1115'00" - ~ ~270- 272- :----~J ©-,,// I I STORM DRAIN r----<-----...U----!-OUJlET STRUCTURE PE:R COC D WG. ~8-5B // ~ @)--l I // ~ I I ✓ y /:/ I I I I // I I I DETAIL A -EXCESS EFR.UENT CONNECTION ACCESS SCALE:: 1" = 10' 20· o 40• ao· 120· L___Laf-----:~ ___ 1----, GRAPHIC SCALE IN FEET ' ' EXCESS EFR.UENT MAIN PIFf: TABLE NO. BE:ARING ADIUS D£LTA LE:NG1H COMME:NTS A N-5I "OO'J8"W 8.32' 12" PVC ~ N79"41'08"E 24.98' 12• PVC & N68'26'08"E J/l.-58' 12" PVC & N79'4 I '08"E 41.41' 12" PVC & N89UJ'.52"W J0.4J' 12• PVC & N66'JJ'52"W 20.00· 12" PVC & N44 YJJ'52"W 20.00· 12" PVC N2I 'JJ'.52"W 20.00· 12• PVC N00"-56'08"£ 20.00· 12• PVC &. N05 "56'08"£ 41.16' 12" PVC & N05"18'.52"W 87.07' 12• PVC Ml]£; PVC PIP£ TO BE A WWA C900 DR-I 4. BEDDING AND BACKFILL P£R SDRSD WP-02. ALL £XC£SS £FFLU£NT MAIN TO 8£ CONSTRUCT£D PE:R CITY OF VISTA STANDARDS. DUCTILE: IRON FlmNGS MUST 8£ FUSION BOND£D £POXY LINED AND COA T£D AND WRAPPED Wl1H POL Y-E1Hn£N£ WRAP. ~ 1-'----t--e----J------;-----i-,----------,t----f---+-+-++--jf+-+-J---,--+-f+-f--:·---+--+-+1-+----i-+l-+---l-l---+-----!l---+-+--l----1---i-h-'----+I---L--,-+-+---1-----si_) jt ii.fiiIT:I f\-1---+~4++1-t-----1.,''+--,i,;.,~'-'1'-'---I-!<----1---+HH'U---+----1 : . j· . '···········t········"·'••O,••·-··· ..... .J CONSTRUCTION NOTES (D EX/ST. 1/l" VCP S£W£R PER W.O. No. 5202, PROT£CT IN PLACE: EXIST. 8" VCP 5£W£R TO REMAIN, PROT£CT IN PLACE: -- 2. O' (;LE:AR If CUSfllON A~ ' ' ' ·, /P 10/ttQC(l ____ _ ' -St~ • r £: -(o_ ; y ; -;. . i ...... j, • -:. 1 · ·r ( i I I i : , t , PROFILE -12' EXCESS EFFLUENT MAIN - ',------+ 1--~-+--+ SCALE: HORIZONTAL 1•;,,40\ VERTICAL 1•=81 1 .. ' ·····, ; . ·'. . . + ....... { c/ ,,/ l j: ! i ~ / STA. 2+9J.40 r,-.; _ /;1/ ANGLE: PT.; 258.0 TP; T.B. ~-1-22.5' BE:ND PJ ·0} •! <I= 22'JO'OO" ).,./ STA. 2+ 7J. 40 /ANGLE: PT.; 254.4 TP; T.B. / 1-22.5' B£NO PJ t,. 22•30•00· STA. 2+5J.40 ___ ANGLE PT.; 252.8 TP; T.B. -1-22.5• BEND PJ <I= 22'JO'OO" ---'----------'" _7".\l7~~ • STA. 2+02.97 ANGLE PT.; 249.4 TP; T.B. _. 1-11.25' BE:ND PJ7 <I= 1115'00" @-j~ STA. 2+JJ.40 ANGLE PT.; 251. I TP; T.B. 1-22.5' BE:ND PJ I <I= 22•30•00· !V I -< r l'i ..11 ,11'.:,,l I ll, I / I ! 1 lrwl-.U17f PLAN -12' EXCESS EFR.UENT MAIN SCALE:: 1" = 40' EXIST. 12" £XC£SS EFFLUENT LIN£ PER BUENA SAN/TATTON DIST. W.O. No. -5-80-14, PROTECT IN PLACE: -; 258. /l + 1 i· ... ~. © NEW SANITARY SEWER PER BUENA SAN/TATTON DISTRICT PER SHEETS 4 & 5 OF 1HIS S£T. 1Jo'± CL~A~ ,. --.......... r ......... ; .. . l t-+-;~!./: PIP£ STA .... , 0+92.68 (j) N£W PUBLIC WATER MAIN P£R CITY OF CARLSBAD DWG. 468-5C @ NEW PRIV. STORM DRAIN PE:R CITY OF CARLSBAD DWG. 468-SD & 468-SF @ NE:W PRIV. U/G D£T£NTTON/INFILTRATTON SYSTEMS P£R CITY OF CARLSBAD DWG. 468-50 & 468-5F @ NE:W PUBLIC STORM DRAIN PE:R CITY OF CARLSBAD DWG. 468-5 7HRU8T. 'ANCHOR BLOCK TABLE DIA OF TYPE: OF TYPE: OF TOTAL ARE:A OR VOLUME: PIP£ (iN.) BLOCK APPURTE:NANC£ 11/RUST (LBS) OF BLOCK 12 1HRUST 90' HOR. BEND 38,700 58 SF PROFILE -12; EXCESS EFFLUENT MAIN! 1 i I I ' r l i I I i ! ! ~~~~~ SCALE:: HORIZONTAL 1"=40'; \£RT1CAL 1"=13' 0+92.68 12 ANCHOR 45' \i£R T. BE:ND 20,950 225 CF .. + · ., ' ., i 1 ' ... t 1 . . . 1. f ..... STA. 3+1J. ANGLE: PT.; 257. 7 I-DE:FL£CT10 COUPLI t,,. • ~~~ --;-· 20; 1E:xcrss rmu£NTIV I EASE:MENT TO BUENA II I SAN/TA T10N DISTRICT 11 P£R DOC. I I ,: 2012-0281117 I RE:C. MAY 14, 2012 II STA. 3+54.57 II ,-: ) ANGLE PT.; 261.0 TPi T.~. '.'!>--------. 1-11.25' BE:ND PJ II ~ \ ($~~<I=!=, 1115'00" /,.,_ --r+-_ 7 ~~'f:=;.S-.!:'-'--➔-~~~--~~~TI:_ h-=b,t,..).J..A STA. 4+41.64 ANGLE: PT.; 26J.2 TP; T.B. I -~~~== l-90'BE:ND PJ \, c~== I-DE:FLE:CTION COUPLINGII t,. 8915'50" ra --.. , -------SEESHT7 PLAN -12• EXCESS EFR-UENT MAIN SCALE:: 1" = 40' ~-FUSCOE I N I I N I I I I N I 6390 Greenwich Drive, Svite 170 San Diego, Ct1lifornia 92122 tel 858.554.1500 • fax 858.597.0335 " P.1 www.fvscoe.com 1+01.00 12 1HRUST 45' HOR. BE:ND 20,950 J2 SF 1+01.00 12 ANCHOR 45' \i£R T. B£ND 20.950 225 CF 1+25.98 12 1HRUST 11.25' HOR. BEND 5,365 4 SF 1+61.56 12 1HRUST 11.25' HOR. BEND 5,365 4 SF 2+02.97 12 1HRUST 11.25' HOR. BEND 5,365 4 SF 2+JJ.40 12 1HRUST 22.5' HOR. BEND 10,680 16 SF 2+5J.40 12 1HRUST 22.5' HOR. BEND 10,680 16 SF 2+7J.40 12 THRUST 22.5' HOR. BEND 10,680 16 SF 2+9J.40 12 THRUST 22.5' HOR. BEND 10,680 16 SF 3+54.57 12 1HRUST 11.25' HOR. B£ND 5,365 4 SF 4+41.84 12 THRUST 90' HOR. BEND JB,700 58 SF NOT£: ASSUM£D DESIGN PRESSURE: 200 PSI. ~w.~ . RCE 68075 . 06-30-1 ASSUMED SOIL BEARING CAPACITY 1000 PSF. FACTORY OF SAFETY = 1.5 CITY of VISTA IMPROVEMENT PLANS FOR: PALOMAR COMMONS PALOMAR AWOffT ROAD AT El.. CAMINO REAL PaiTION OF LOT Q MAP 823 2515 PALOMAR AIRPORT ROAD EXCESS EFFLUENT MAIN PLAN &: PROFILE: 55075 6/J0/12 RC£ EXPIRES SHEET___§__ OF lQ NO. DESCRIPTION CITY DATI': VID DATI': N,£,li',.~ W.\it.ff 68075 06-30-tJ O<.e/o~/f't- > .. ----------------------------------------------------------------·-~-------.:A,PP~R~O~D~CiljjH~AN~GjE~S-------...;;~...L~G;R~E~G~o'#:Y~U.~L~A~N~G •• ~P~.E~-;~~R~C~E~N~O~-~E~X~P~. ~D~A~T£~-~D~A~T£~·~..J.-.:~ CITY OF CARLSBAD DWG. No. 468-5[ IDWG-40031 LO.: 11-024 P.C.: N/A GPf: _N~/._A __ 081417 ... .; ..... L. ' •. !- . ~, (;).,. ;z, . iii,.· ~ ~: , ¥..r-'i-t---t--t--l~l--···_··~ a~~·,b··· +I ~~•~~· + .e-~•~-1~--.i-b b~~tt_j;;.~ti·· ~, ······· · ft <.f jt +l·tl·,'),· ~t-HK+-.fJ;),4-+-·~+-H,1~-<(+IJJ,;., :t---+--+--+-+--+-+-~+++--+---i-..1-t ~ ~N O~.-KU' lf .... L . . f'··· ~ -+@~ .. al ... + 12 . . ' l.~• ¢Ut.M 71; 1:t' 7R 1. PN;k; i,xc:isst I I I : 2Jo% ' .. •·· . t . : ··~····· ····• 1··--·r··· ......... ; ......... , i t ~ . !+I 9i i ... ··~··~·,:., ~'la'.llt,-"'l~~!>w~~···!;\.'· ,.._i·~~!-5+.,,'.ft.-~~4~~~.m~ .... --i--L---J-----J --r--0.; ' ---~ ·:' ~ . ' . ' 1 t"-~~~-----'----'---'--'---'-----'---.L.......J_------'---'--'-----'-------'-...l.-------'-___J_..i.......J------'-----'-.L._l------'--~-'----1._j_..J.._.L.....l._L.._j___L....J..._j_...L....J_j____;__...L....J-----'-_j_.L..J._j___j_j_J______J__j__L....J..._L....L...!LJ_-----'--...L....J_j_...J._L...[---L.....L.L..J.______j__..l_L....J...______j__;____J__L_..L.J______j___j__J______j_j____L__J 9 ◊ ..:::::-~ I I I I I .<.,◊ ,.i~·;;:, 3 0 - PLAN -12" EXCESS EFR.UENT MAIN SCALE: 1 • ~ 40' STA. 10+70.26 ANGLE PT.; 274.4 TP; T.B. l--f5' BEND PJ 1-DEFLECTION COUPUNG /Ji> 44•40•04• PLAN -12" EXCESS EFFLUENT MAJN -SEE 8HT 8 SCALE: 1 " ~ 40' WI ... , •• ,'! FUSCOE 20' 0 120' I N I I N I I I I N I t , --~~;;;;;;i~'.:'."'.:'."'.":'.": I 6390 Greenwich Drive, Suits 170 ~~ _ ~ 1 Son Diego, California 92122 PIPE STA. 4+41.64 5+10.77 5+46.99 8+94.70 10+21.58 l0+70.26 EXCESS EFFLUENT MAIN PIPE TABLE NO. BEARING/RADIUS DfLTA LfNGTH COMMfNTS ~ N85'25'18"E --69.12' 12• PVC .61 N72'04'42"W --36.22' 12" PVC & 581. 75' J414'48" 347.72' 12• PVC & N2J'52'35"W ---77.59' 12• PVC Lili N2J'52'35"W ---49.29' 12" PVC ~ N2D'47'29"E ---48.68' 12• PVC liflre PVC PIPE TO BE AWWA C900 DR-14. BEDDING AND BACKFILL PER SDRSD IW-02. ALL EXCESS EFFLUENT MAIN TO BE CONSTRUCTED PER CITY OF' VISTA STANDARDS. DUCTTLE IRON FJmNGS MUST BE FUSION BONDED EPOXY LINED AND GOA TED AND WRAPPED ~TH POL Y-ETHnENE WRAP. CONSTRUCTION NOTES (D EX/ST. 15" VCP SEWER PER W.O. No. 5202 @ EX/ST. 12• EXCESS EFFLUENT LIN£ PER BUENA SAN/TATTON DIST. W.O. No. 5-80-14 © NEW SANITARY SEWER PER BUENA SAN/TATTON DISTRICT PER SHEETS 4 & 5 Of' THIS SET. @ PRIV. SEWER PER CITY Of' CARLSBAD BUILDING DEPARTMENT (D NEW PUBLIC WATER MAIN PER CITY OF' CARLSBAD DWG. 468-5C @ NEW PRIV. STORM DRAIN PER CITY OF CARLSBAD DWG. 468-5D & 468-5F @ NEW PRIV. U/G D£TENTTON/INFILTRATTON SYSTEMS PER CITY Of' CARLSBAD DWG. 468-50 & 468-5F @) NEW PUBLIC OFF-SIT£ IMPROVEMENTS PER CITY OF CARLSBAD DWG. 468-5C @ NEW PUBLIC STORM DRAIN PER CITY OF CARLSBAD DWG. 468-5 71-ffJST/ANCHOR BLOCK TABLE DIA. OF TYPf OF TYPE OF TOTAL AREA OR VOLUME PIPE (IN.) 81..0CK APPURID/ANCE n-lRUST (LBS) OF 81..0CK 12 THRUST 90' HOR. BEND 38,700 58 Sf' 12 THRUST 22.5' HOR. BEND 10,680 16 SF 12 THRUST 27.5" HOR. BEND 14,200 21 SF 12 THRUST 69' HOR. BEND 31,000 47 Sf' 12 n-lRUST 45' HOR. BEND 20,950 32 Sf' 12 THRUST 45' HOR. BEND 20,950 J2 SF NOTE: ASSUMED DESIGN PRESSURE 200 PSI. ASSUMED SOIL BEARING CAPACITY 1000 PSf'. FACTORY Of' SAf'ETY = 1.5 CITY of VISTA IMPROVEMENT PLANS FOR: PALOMAR COMMONS PALOMAR Aff'ORT ROAD AT a. CAMINO REAL PORTION OF LOT q MAP 823 2515 PALOMAR AIRPORT ROAD EXCESS EFFLUENT MAIN PLAN &-PROFILE APP( n>A .., <:~ J, S,f ... -55075 6/30/12 ',.-,. I SHEET J__ OF 1Q I ..,,.,,.., Cl TY £NGIN££R RC£ EXPIRES •uA11t. :" GRAPHIC SCALE IN FEET lei 858.554.1500 • fax 858.597.0335 ~ NO. OfSCR/PTTON CITY DATE VID DATE ~,lil•~ W -~~6fv;~0;5com 06-30-13 l)r,/oe,/l'z .. " .. -------------------------------------------------------------------------------'A1,1P,1;Pj1iR,\i,O,i',!VEi.\D~CH~AfillN~G~S----------... G·R·£·G·O;;,;;;;_;,;vtl;;..L;;;AN·G·,..;.P;;;-E •. --R·C·£·N·o;.,· .;;E;;;X~P .... D.;A:.:,c;..£..,...,.D;;:;A;;.;,;TE:.,....1~-- C7 CITY or CARLSBAD OWG. No. 468-5£ IDWG-40031 LO.: 11-024 P.C.: N/A GP#: -'-N'---/A __ 081412 0 ' 0 " s .· 6 t·· ... + ' _._....,,.., ::i: i ~Q t7; .. ... i ... -i-r .J--i--i-__ .;:.-----t~-- +-t----+--+----+-+---;--_L_--+---+-, 11,+oa---+---+---l---+---l+-~ -ff!l,1-0£,1--... +-+~-+--·-:l_· -L---1 ; ' ! .. l. ; -------; •j • ❖ •• i f---+--+---'---4---+---'--+1-· +----1--'---'--'-rlRoF1LEi : 112i aci=ss ~i¥Lu"ENf MAIN•_,· f---+~--+-+---J---+---+---'---+----l--+-~-+· ,._ .... +----I---+-., .. ···t_·, PROFiLE : 12~ kxcEss EFli.u~~liM1N·-+---+--'----+--+----+---+--+--+ -1 . t ········· . scAt.i: HORIZONTAL :1•-,,,,,:40•.' VERTICAL-i·;,,ii,T ... . -1··· . .. .. -SCALE: -HORIZONTAL ·· ;•;;,,40;; VERTIC~L ;;;,,,ij, i -~ -l ·· ·--------····· T "f'""'·'"'"''',;c;;;:cc:;;;c;; STA. 10+ 70.26 40' I -ANGLE: PT.; 274-.4 TP; T.B. I-45' BE:ND PJ I-D£FLE:C110N COUPLING IJ,,, ,44•40•04• PLAN -12" EXCESS EFR.UENT' MAIN SCALE:: 1 " = 40' 40' '-----1~~~-====:j GRAPHIC SCALE IN FEET '{" -STA. TJ+Y.2~ • i fa ANGLE: PT. \\ 't 271.J TP; T.B. I ' 1-22.5' BEND PJ 2-DE:F1.E:C110N I I I COUPLINGS \ ,i.. 29'J9'J8" I ' ..::.,i I STA. H+02.22 ANGLE: PT. I 271.1 TP; T.B. 1-45' BEND PJ I ,i.. 4~-oo·oo· I STA. 14+10.29 VERT BE:ND. I 271.0 TP; A.8, 1-45' BE:ND PJ \ ~ IJ,,, 45-00'00" -------:.,_ ) . . VERT. BE:N - 265. 2 TP; T.B. ( 1-45' BE:ND PJ ; ,i.. 45 -oo·oo· Y \ \ \ . -\ ' I I \ SCALE:: l" = 40' NO. \ DESCRIPTION CITY DAJE: CD @ CONSTRUC770N NOTES EXIST. 15" VCP SEll£R PER W.O. No. 5202 EXIST. 12" EXCESS EFFLUENT LINE PER BUENA SAN/TA 110N DIST. W.O. No. 5-80-14 © NEW SANITARY SEll£R PER BUENA SAN/TATTON DISTRICT PER SHEETS 4 & 5 OF THIS SET. @ PRIV. SEll£R PER CITY OF CARLSBAD BUILDING DEPARTMENT @ NEW EXCESS EFFLUENT PIPE PER BUENA SAN/TATTON DIST. PER SHEETS 6 &, 7 OF THIS SET. Q) NEW PUBLIC WATER MAIN PER CITY OF CARLSBAD DWG. 468-SC @ NEW PR/V. STORM DRAIN PER CITY OF CARLSBAD DWG. 468-50 &, 468-5F @ NEW PRIV. U/G DETEN110N/INFILTRA110N SYSTEMS PER CITY OF CARLSBAD DWG. 468-50 &, 468-SF @) NEW PUBLIC OFF-SITE IMPROV£MENTS PER CITY OF CARLSBAD DWG. 468-SC @ NEW PUBLIC STORM DRAIN PER CITY OF CARLSBAD DWG. 468-5 ·jlFUSCOE I I I I N I I I I I t 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858. 554. l 500 • fax 858.597.0335 www.fuscoe.com PIPE STA. 10+70.26 13+87.22 14+02.22 14+10.29 14+15.70 14+39,5± EXCESS EFR.UENT' MAIN PIPE TABLE NO. Bf.ARING/RADIUS DELTA Lf.NG111 COMMENTS Li'. I'\ N65"27'J2"E ---J16.96' 12• PVC A I\ N35'47'54"E ---15.00' 12• PVC Li'. i\ N09'12'06"W ---7,67' 12" PVC Jig\. N09'12'06"W ---5.81' 12" PVC l£ N09'12'06"W ---23.82' 12" PVC /:iQ]J;; PVC PIPE TO BE AWWA C900 OR-14. BEDDING AND BACKFILL PER $ORSO WP-02. ALL EXCESS EFFLUENT MAIN TO BE CONSTRUCTED PER CITY OF VISTA STANDARDS, DUCTILE IRON FITTINGS MUST BE FUSION BONDED EPOXY LINED AND COATED AND WRAPPED WITH POL Y-ETHnENE Wl?AP. THRUST/ANCHOR BLOCK TABLE DIA. OF n-PE: OF n-PE: OF TOTAL ARE:A OR VOLUME PIPE: //N.J BLOCK APPURTVIANCE: THRUST (LBS) OF BLOCK 12 THRUST 45' HOR, BEND 20,950 32 SF 12 THRUST 45' HOR. B£ND 20,950 32 SF 12 THRUST 45' HOR. BEND 20,950 32 SF 12 ANCHOR 45' \/£RT. BEND 20,950 225 CF 12 ANCHOR 45' \/£RT. BEND 20,950 225 CF 12 THRUST 45' HOR. BEND 20,950 32 SF /!IQit; ASSUMED DESIGN PRESSURE 200 PSI. ASSUMED SOIL BEARING CAPACITY 1000 PSF. FACTOR OF SAFETY = 1.5 @f'" W. l; L,J ,: No. RCE 68075 CITY of VISTA IMPROVEMENT PLANS FOR: PALOMAR COMMONS PALOMAR Aff'ORT ROAD AT El. CAMINO FEAL PORTION OF LOT C\ MAP 823 EXCESS EFFLUENT MAIN PLAN & PROFILE V/0 DAJE: 68075 06-JO-lJ o~/o-a/11 XP. 06-30-1 Clvil > ._ ________________________________________________________________ ..1.,_1.., _______ jjAli,;P~Ri/ii0~Vf.iiD!l..i\iCil!H~AN~GiiiE:iiS_,_ _____ .,..,......l,~~~-'~~~~.;_-_;R~C,:;£""N~o~.~E~X~P11. ~O;,;A;_;"~£-_,;0;'.;A~TE~---_;;: CITY OF CARLSBAD DWG, No. 468-5£ GPj: _N"-/A __ LO.: 11-024 P.C.: N/A 0814 )Z "' . Ve cc J I I EXCESS EFR.UENT' BYPASS NOTE: CONTRACTOR & DEVELOPER TO COORDINATE WITH CITY OF VISTA, BUENA SAN/TA TION DISTRICT, & ENC/NA WASTEWATER AUTHORITY TO PLAN FOR EXCESS EFFLUENT MAIN SHUTDOWN Tl1ROUGHOUT THE DURATION OF CONSTRUCTION PRIOR TO PERMIT ISSUANCE. SHTS. 4 & 5 FUTURE SEW£Rl ALIGNMENT PER -ss---ss-- CONCEP1VAL SEWER MAIN BYPASS Pl.AN SCALE: 1 • = 50' NOTE: 1. TH/$ PLAN IS A BYPASS CONCEPT ONLY. ACTUAL BYPASS PLANS WILL BE PREPARED BY THE CONTRACTOR AND COORDINATED WITH THE CITY OF VISTA, CITY OF 'fARLSBAD, AND BUENA SANITATION DISTRICT ENGINEERING A~D OPERATION STAFF PRIOR TO CONSTRUCTION & PERMIT ISSUANCE. 2. REFER TO NOTE 15 OF THE SEWER NOTES ON SHIIET 2 OF THIS SET. NO. DESCRIPTION CITY OATc V/0 OATc TEMPORARY MANHOLE CHANNEL NOTE; IF TIE-IN MANHOLES UTILIZED IN THE BYPASS PLAN ARE FORMED WITH SHAPED CHANNELS FOR THE TEMPORARY SEWER BYPASS, THE MANHOLE BASE SHALL BE RE-SHAPED TO REMOVE ANY CHANNELS FORMED FOR THE TEMPORARY BYPASS. AN APPROPRIATE BYPASS PLAN FOR THE RE-SHAPING OF THE SEWER MANHOLES SHALL BE PROVIDED, IF APPLICABLE, AND COORDINATED \IIRTH THE CITY OF VISTA, CITY OF CARLSBAD, AND BUENA SAN/TATTON DISTRICT ENGINEERING AND OPERA TTON STAFF. j',ulFUSCOE I N I I I I I I I I I 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 ° fax 858.597.0335 www.fuscoe.com 100' I GRAPHIC SCALE IN FEET I \ ' I ... ! . i,1 I 150' I ..)..---~ ,~ c::: :l) rr, p r- j i ' . ./ CITY of VISTA IMPROVEMENT PLANS FOR: PALOMAR COMMONS PALOMAR Aff'ORT ROAD AT 13. CAMINO REAL POOTION OF LOT 0. IMP 823 2515 PALOMAR AIRPORT ROAI/X!NCEPTUAL SEWER MAIN BYPASS PLAN 55075 6/JD/72,1,U; -1~HEET 9 OF 101 RCE EXPIRES D TE ~-==;;-==~~- Cl TY OF CARLSBAD JDWG-40031 DWG. No. 468-5£ . . ,.., ______________________________________________________________________________ 11A111P;.Pi,ROii,\IEiii,i;iDi,,\iiCHi,iiAiiNiiiGiiiE,iiS.., _________________________ _, ___________________________________________ _ LD.: 11-024 P.C.: N/A GP#: _N/,~A __ 081412 FOR UNPAVED AREAS FOR PAVED AREAS FINISHED GRADE IN [ FRAME AND COVER PAVED AREA ,. SEE NOTE 3 /MIN. 1" A,C, COVER 1·· R=l OVER 11" CONCRETE ,_ 2" Ml~l-"TJ <1 ('-CONCRtTE ,:_,; ,,f': I <JCOLLAR // // -r1i---~-- I <J :::, <J Id :;, :::, ~ ~ I "' ~ I </4 ~ ~~~ 1,1 ! FINISHED I ! GRADE~. f J" 5 ~ d rc,.,,- 1 »~ ~ k 2, ,, <J <1 l <J I ' SEE NOTE ~ I ~Y1L,_ ~ ---~c<J d r;; 1/4· M\N. I 10x10 WELDED~ " WIRE FABRIC, ENDS CONNECTED NOTES: 560-C-3250 -- CONCRETE FOR COLLAR (TYP) V . ' SCALE: 1" = 1/2' CONCRETE <J COLLAR . <J SEE NOTE. 24 <J <14 SUBGRADE <J ;>',>;,>');;:;?, 12" MIN. ~ CONCRETE GRADE RING AS REQUIRED 1. MANHOLE FRAME SHALL BE SET IN CLASS "C" MORTAR (GREENBOOK SECTION 201-5.1). 2. PRECAST MH PER S.D.R.S.D. NOS. SM-01, SM-02, SM-03, SM-04, SM-05 AND PER PLANS. 3. MANHOLE FRAME & COVER PER S.D.R.S.D. NOS. M-3, M-4 AND PER PLANS. CONCRETE MANHOLE COLLAR DRAWING NUMBER: S-30 0 z <1'. U1 <..') z a" w U1 4'. I)) w .J 0 I z <1'. :;;; C> z f--U1 X w EXISTING FINISH GRADE---._ w u <1'. .J a. z 0 w z 0 0 z < CD <1'. w m ~ w CL a: LEGEND SMH ABANDON SEWER MAIN '--SUITABLE MATERIAL TO HOLD CONCRETE ~~-~--~l~~~~I~ PLUG IN PLACE PER ABANDON ~ SDARSD WP-03 SEWER MAIN PLUG (18" MINIMUM) NOTES: '---PERFORATE OR BREAK BASE 1. ALL SALVAGEABLE MATERIALS SHALL BE DELIVERED TO THE CITY OF VISTA PUBLIC WORKS YARD. 2. CONTRACTOR AT HIS OPTION AND EXPENSE MAY REMOVE ENTIRE MANHOLE STRUCTURE. 3. SEE CITY OF VISTA STANDARD DRAWING SRF-8A & SRF-88 FOR MINIMUM SURFACE l RESTORATION REQUIREMENTS. 0 Rev;sJon B, A rvd Dote CI TY Q F VI ST A @-1 STANOARO DRAWING ON;f----,f-t--+---+-----_-=-c===-==='---------------f~ ClTY ENGINEER f28173 DATE i at----i--t----t---1 EXISTING SEWER DRAWING NUMBER, SWR-31 -~~+----+-+---+---; MANHOLE ABANDONMENT ~~ O~·L--~L-"-_....,_ __ ....,_ _______________ L,_ _______ _ NO. DESCRIPTION CITY APPROVED CHANGES DATE DATE '"'II.. .. , ·,:i ~ FUSCOE I N I I N I I I I N I 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 ' lox 858.597.0335 ~ www.fuscoe.com ~aq, w .)1'.a,..d= 68075 06-30-13 GREGO Y ~ LANG, P.E. RCE No. EXP. DATE CITY of VISTA IMPROVEMENT PLANS FOR: PALOMAR COMMONS PALOMAR Aff'OflT' ROAD AT El. CAMl'JO REAL l'aJ110N OF LOTQ MAP 823 2515 PALOMAR AIRPORT ROAD CITY OF VISTA DETAILS APPROI D LO.: 11-024 TY ENG/NEER 55075 RC£ 5/JO/l2 t:.l.)Sf, SHEET 1Q OF 1Q EXPIRES DA rt CITY OF CARLSBAD DWG. No. 468-5£ IDWG-40031 P.C.: N/A 081412