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HomeMy WebLinkAboutDWG 468-5; SDP 09-05; PALOMAR COMMONS LOWES; 01-05GENERAL NOTES 1. THIS PLAN SUP£RS£D£S ALL OTHER PLANS PR[VIOUSL Y APPROVED BY TH[ CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS S[T OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT L[SS[N OR WAIVE ANY PORTION OF TH[ CARLSBAD MUNICIPAL COD[, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUM[NTS LISTED H[R[ON AS TH[Y MAY PERTAIN TO THIS PROJECT. TH[ ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THES[ PLANS WH[N NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT R[Ll[VE TH[ DEVELOPER OR ENGINE[R- OF-WORK FROM RESPONSIBILITY FOR TH[ CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY [NG/NEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF Wi\Y. PRIOR TO PERMIT ISSUANCE, A CERT/FICA T£ OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE P[RM/TT[['S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. TH[ INSURANCE COMPANY 'MltnNG THE POLICY MUST HA VE A RA TING OF "A-" OR BETTER AND A SIZE CA T[GORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" K[Y RA TING GUIDE. 5. NO WORK SHALL B[ COMMENCED UNTIL ALL PERMITS HAVE B[EN OBTAINED FROM THE CITY AND OTHER APPROPRIA T[ AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLIN[ DAT[ OF TH[ IMPROVEMENT AGREEM[NT. 7. NO REVISIONS WILL B[ MAD[ TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF TH[ CITY ENGINEER, NOTED WITHIN TH[ REVISION BLOCK, ON TH[ APPROPRIA T[ SH[ET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL ORA WINGS SHALL BECOME THE PROPER TY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDtnONS BY THE [NG/NE[R-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY TH[ CITY. 10. ACCESS FOR FIRE AND OTHER [M[RG[NCY VEHICLES SHALL BE MAINTAINED TO TH[ PROJECT SIT[ AT ALL TIMES DURING CONSTRUCTION. 11. WHER[ TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS R[PORT COMPRISED OF: (A) SUMMARY SHEET. (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL [NGINE[R OF TH[ STAT[ OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH[ FIELD OF APPLIED SOILS MECHANICS. TH[ SOILS REPORT WILL BE SUBMITTED TO THE CITY [NG/NEERING INSPECTOR WITHIN TWO WORKING Oil YS OF COMPLETION OF FIELD TESTS. TH[ WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCVON MEETING SHALL Bf Hf/ O AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION INSPECTION SUPERVISION TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 'IJ8-J891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 1J. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENG/NEERING 24-HOUR INSPECTION REQUEST LIN[ AT (760) 4J8-J891. INSPECTION REQUESTS MUST B[ RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECDON IS NffDffi INSPECTIONS WILL BE MAD[ TH[ NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 1-4. THE OWNER AND/OR APPLICANT THROUGH TH[ D[VELOP[R AND/DR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY D[VIC[S, INCLUDING SHORING, AND SHALL B[ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STAT£ AND FEDERAL SAF[TY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR COD[ SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERN[D AGENCY SHOWING TH£ DESIGN OF SHORING, BRACING SLOP[ 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 [NG/NEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS FSTABIISHro BY THE CONSIRIICDON SAFETY ORDERS DD£ B CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED [NG/NEER AT TH£ CONTRACTORS EXPENSE. A COPY OF TH[ OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO [XCA VA TION. 16. IF ANY ARCHAEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARf OISCOI/ERfO WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPfRA TIONS WILL CfASf IMMfDIA TEL Y: AND TH[ PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL TH[ PERM/TT[£ HAS RECEIVED 'MIJTT[N AUTHORITY FROM TH[ CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SIT[ OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BET'h£EN 7: 00 AM. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON 'l,££KENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENG/NEERING DEPARTMENT COUNTER.) 18. ALL OFF -SIT£ HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY fNG/NffR FOR APPROVAL TWO F1/LL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG [H[ HAUL ROUTE OR ,',DJAC[NT STRITTS AS A RESULT OF THE GR i\DING OPERA TION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS v.£RE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE 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 ANO 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 SIT£ SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. TH[ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRucnON NEAR THEIR FACILITIES AND SHALL COORDINA T[ WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)-422--41J3 SDG&cE (800)660-73-43 PACIFIC BELL (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 "CITY OF CARLSBAD(SE'h£R,WAT£R &c RECLAIMED WATER) (760)438-2722 "SAN DIE GU/TO WA T[R DISTRICT (760)633-2650 "LEUCADIA WASTEWA T[R DISTRICT (760)753-0155 *VALL[CITOS WATER DISTRICT (760)744-0460 "OLIVENHAIN WA T[R DISTRICT (760)753-6466 *BUENA SANITATION DISTRICT (760)726-13-40 • AS APPROPRIA T[ PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE ANO LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROX/MA TE AND SHALL BE CONFIRMED BY THE CONT.RACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN B[ MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS PRIOR TO INSTALLATION. THE CONT.RACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY AND ALL UTILITY LINES NOT ON RECORD OR SHOWN ON THESE PLANS. ALL DRY UTILITIES SHOWN ON THE PLANS ARE APPROX/MA TE AND FOR REFERENCE ONLY, SOLELY FOR THE CONVENIENCE OF THE CONT.RAC TOR. THE CONT.RACTOR SHALL COORDINATE WITH THE APPROPRIATE FRANCHISE UTILITY TO DETERMINE THE LOCATION OF UNDERGROUND SERVICES PRIOR TO THE START CONSTRUCTION. CONT.RACTOR TO POTHOLE ANY AND ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION TO ENSURE EXISTING IMPROVEMENTS' ALIGNMENTS AND GRADE MATCHES THE PLANS. IF DISCREPANCIES ARE NOTICED, NOTIFY ENGINEER OF WORK PRIOR TO INSTALLATION TO ADJUST ALIGNMENT AND / OR GRADE OF PROPOSED IMPROVEMENTS AS NECESSARY. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS BETWEEN CAL-COORD TIES "CLSB-097" AND "SDGPS 41" PfR CITY OF CARLSBAD SURVEY CONTROL RECORD OF SURVEY .1271, FILED FEBRUARY 9, 2002 AS FILE NO. 2002-0112862. (i.e. N88"52'12"W) BENCHMARK THE BENCHMARK FOR THIS SITE IS A CITY OF CARLSBAD SURVEY CONTROL MONUMENT DESIGNATED "CLSB-097", STAMPED "RCE 264.J.J'", 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 (NGV0-29) OWNER CDUN TY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS, AIRPORTS 1960 JOE CROSSON DRIVE EL CAJON, CA 92020 (619) 956--4800 APPUCANT CSDI, LLC (LESSEE) VICINITY CITY OF OCEANSIDE PACIFIC OCEAN >a MAP NOT TO SCALE GI PRO.ECT SITE -1l CITY OF VISTA ~~~o 0J;~~~r------'11 ;; .,_o CITY OF SAN MARCOS VE WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLO'MNG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. 2 J. 4. 5. 6. 7. 8. 9. 10. CARLSBAD MUNICIPAL CODE CITY OF CARLSBAD ENGINEERING STANDARDS THIS SET OF PLANS RESOLUTION NOs. 6700, 6701. 6702 670J 6704. 6705. 6706, 6707, 6708 AND 6Z09. DA TED JULY 7 2010. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). SOILS REPORTS AND RECOMMENDATIONS BY __ffL DA TED JANUARY 13. 2010 AND APRIL 2, 2010. THE SAN DIEGO REGIONAL STANDARD ORA 'MNGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED NIA ENVIRONMENTAL APPROVAL DOCUMENTS MIT/GA TED NEGA T/Vf DECLARATION, PLANNING COMMISSION RESOLUTION NO. 6 700, DA TED JULY 7, 2010. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY FUSCOE fNGINffRING, INC. DATED NOi/EMBER, 2010, AMENDED JULY, 2011. AMENDED NOVEMBER, 2001. WD/0 NO. 9 J7CJ59876. 11. STORM WATER MANAGEMENT PLAN PREPARED BY FUSCOE ENGINITRING, INC. DA TED NOVEMBER, 2011, AMENDED APRIL. 2012. CALIFORNIA COUNCIL OF CIVIL ENGINEERS AND LAND SURVEYORS CONST.RUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONST.RUCTION PRACTICES, CONSTRUCTION CONT.RACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONST.RUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONST.RUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL 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 THE DESIGN PROFESSIONAL. c/o SUDBERRY DEVELOPMENT. INC. 5465 MOREHOUSE DRIVE, SUITE 260 SAN DIEGO, CA 92121 CITY OF ENCINITAS 12. CALIFORNIA STORM WA T[R QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SIT[ BMP MANUAL. LANDFIU DISCLOSURE COUNTY OF SAN DIEGO SOLID WASTE LOCAL ENFORCEMENT AGENCY SWIS No . .Jl-AH-0002 THE PROJECT SITE IS LOCATED ON A PORTION OF A 240 ACRE PIECE OF PROPERTY OWNED BY THE COUNTY OF SAN DIEGO WHICH IS ALSO THE SAME PIECE OF PROPERTY WHICH CONTAINS THE PALOMAR AIRPORT LANDFILL. THE PREVIOUS LANDFILL CONSISTS OF THREE DISTINCT UNITS. THE PROPOSED DEVELOPMENT IS A POST-CLOSURE LAND USE ACTIVITY LOCATED WITHIN 1,000 FEET OF BURIED WASTE OF UNITS 2 AND 3 OF THE LANDFILL. THE PROPOSED DEVELOPMENT MUST COMPLY WITH CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 27 SECTION 21190 IN ORDER TO PROTECT PUBLIC HEAL TH AND SAFETY ANO THE ENVIRONMENT. THE PLANS FOR THIS PROJECT MUST BE REVIEWED AND APPROVED BY THE LEA. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL SURVEY AND FIELD SURVEY METHODS FROM INFORMATION GATHERED IN NOVEMBER, 2009 BY EXCEL ENGINEERING. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 21J-020-18-00 (por.) THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N1 991 E 6,249. LEGAL DESCRIPTION PARCEL A: THAT PORTION OF PALOMAR AIRPORT IN LOT G OF THE RANCHO AGUA HEDIONDA, ACCORDING TO MAP THEREOF NO. 823 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 16, 1896. PARCEL B: THAT PORTION OF PALOMAR AIRPORT IN LOT G OF THE RANCHO AGUA HEDIONDA, ACCORDING TO MAP THEREOF NO. 82.J FILED IN THE OFFICE OF THE COUNTY R[cnRD[R OF SAN DIEGO COUNTY, NOVEMBER 16, 1896. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I H/,. VE EXERCISED RESPONSIBLE CHARGE 0\/fR THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6 70J OF THE BUSINESS /,.ND PROFESSIONS CODE. ANO THAT THE OE SIGN IS CONSISTENT ~TH CURRENT STANDARDS. I UNOERSTJ\ND THAT THE CHECK OF PROJECT ORA WINGS i\NO SPECIF/Ci\ TIONS BY THE CITY OF Ci\RLSBJ,.D DOES NUf REUE\lf ME, AS ENGINEER OF WORK. OF MY RESPONS/8/UTIES FOR PROJECT DESIGN. FIRM: FUSCO£ ENGINEERING, INC. ADDRESS: 6J90 GREEN~CH ORl\lf, SUITE 170 CITY, STA TE: SAN DIEGO, CALIFORNIA 92122 TELEPHONE: (85B) 55-4-1500 BY. ~Un-lJ. ?;d~ GREGO LANG, PE R.C.E. NO.: 6B075 DA TE ®joeft2. REGISTRATION EXP/RATION DA TE: JUNE JO. 2013 j No. Ra: 68075 XP. 06-30-13 Civil IMPORTANT NOTICE (858) 546-3000 REFERENCE DRAWINGS SEWER TRANSMISSION MAIN -BUENA SANITATION DISTRICT W.O. No. 5202 12• EXCESS EFFLUENT LINE -BUENA SANITATION DISTRICT W.O. No. 5-80-1-4 MAP 82J ROS 9939 RS 153-4-66: 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. 5-80-1": 12" EXCESS EFFLUENT LINE CARLSBAD DWG. 128-108: PALOMAR AIRPORT ROAO IMPRO\lfMENT PLANS CARLSBAD OWG. 1-4J-7: BUENA SANITATION DISTRICT SEWER TRANSMISSION SYSTEM W.O. No.5202 CARLSBAD OWG. 177-J: C.C.&F. PALOMAR AIRPORT BUSINESS PARK UNIT 1 IMPRO\lfMEN T PLANS CARLSBAD DWG. 177-JA: C.C.&F. PALOMAR AIRPORT BUSINESS PARK UNIT 1 GRADING PLANS CARLSBAD OWG. 228-4: PALOMAR AIRPORT ROAD IMPRO\lfMENTS CARLSBAD OWG. 230--4: OLYMPIC GOLF GRADING PLAN CARLSBAD DWG. 2J7-7: PALOMAR AIRPORT ROAD & EL CAMINO REAL IMPRO\lfMENTS CARLSBAD OWG. J1"-J: PALOMAR AIRPORT ROAD & EL CAMINO REAL IMPRO\lfMENTS & STA CARLSBAD OWG. J2J-J: PALOMAR AIRPORT ROAD IMPRO\lfMENTS CARLSBAD OWG. 365-5: LINCOLN NORTHPOINTE IMPRO\lfMENT PLANS CARLSBAD OWG. J65-5A: LINCOLN NORTHPOINTE GRADING PLANS CARLSBAD DWG. J86-6: PALOMAR AIRPORT ROAD & EL CAMINO REAL IMPRO\lfMENTS &c STA. CARLSBAD OWG. 39-4-1: EL CAMINO REAL WATER MAINS CARLSBAD DWG. -400-80: BRESSI RANCH INDUSTRIAL STORM DRAIN IMPRO\lfMENTS CARLSBAD OWG. 400-BG: EL CAMINO REAL IMPRO\lfMENTS CARLSBAD OWG. -41"--4: EL CAMINO REAL RECYCLED WATER MAINS CARLSBAD DWG. -416-2: NORTH COUNTY ANIMAL SHELTER IMPRO\lfM[NT PLANS CARLSBAD DWG. 416-2A: NORTH COUNTY ANIMAL SHELTER GRADING PLANS CARLSBAD DWG. -468-5: PALOMAR COMMONS IMPRO\lfM[NT PLAN CARLSBAD OWG. -468-58: PALOMAR COMMONS ROUGH GRADING CARLSBAD OWG. -468-5C: PALOMAR COMMONS IMPRO\lfMENTS PLANS CARLSBAD OWG. -468-5D: L0v.£'S PRECISE GRADING PLAN CARLSBAD OWG. -468-5[: PALOMAR COMMONS PUBLIC S[v.£R & EXCESS EFFLUENT LINE CARLSBAD OWG. -468-5F: PALOMAR COMMONS PRECISE GRADING CITY OF VISTA OWG. 400J: PALOMAR COMMONS PUBLIC SEWER & EXCESS EFFLUENT LINE COUNTY OF SAN DIEGO AIRPORTS SITE PLAN/ BUILDING PLAN APPROVAL APPROVED FOR PLANNING PURPOSES ONLY. ALL APPLICABLE REGULA TORY REQUIREMENTS MUST BE MET AT LESSEE'S EXPENSE BY LESSEE INCLUDING, BUT NOT LIMITED TO, BUILDING PERMITS REQUIRED BY THE PERMITTING AUTHORITY. LESSEE SHALL SUBMIT TO AIRPORTS AN APPROVED NOTICE OF PROPOSED CONST.RUCTION OR AL TERA TION FAA FORM 7460-1 PRIOR TO STARTING CONST.RUCTION. ALL USES MUST BE CONSISTENT WITH FEDERAL AVIATION AOMINISTRA TION (FAA) RULES, REGULA T/ONS AND GUIDANCE DOCUMENTS. THERE WILL BE NO RESIDENTIAL UNITS, INCLUDING CREW QUARTERS OR CARETAKER RESIDENCES, WITHOUT PRIOR WRITTEN APPROVAL OF THE FAA. AIRPORTS SECTION RE AIRPORT MANAGER_-4~~~~~:..___ __ DA TE ,_ ~ .r/z ~it,.;,=~";;-......_~--DA TE (!,-~ -/Z. ~"9~---DATE 6-S-/.;, """"'----DA TE ~ ~ 7 -I 2 -.... ,, =111 h .... -FUSCOE I • • I • I I I I • • Section 4216 of the Go\lernment 6390 Greenwich Drive, Suite 170 Code requires that a Dig Alert Identification Number be issued before a "Permit to Excavate" will be valid. For your Dig Alert I.D. Number Coll Underground Service Alert at 1-1-1 San Diego, California 92122 tet 858 554.1500 ° fax 858.597.0335 www.fuscoe.com ENGINEER OF WORK fk,ko~/1~ DA DME IN/TI.AL ~nW-~ GREGO LANG, RC[ REG/ST.RATION NO. 68075. EXP. 06-30-13 tNGINC~R OF WORK RE.VISION OE.SCRIPT/ON LEGEND DESCRIPTION DWG.NO. SYMBOL QUANTITY RIGHT-OF-W,IY / PROPERTY LIN[ _____ _ PROPOSED PUBLIC UTILITY EASEMENT ____ _ EXIST/NG CONTOUR ___________ _ 300 EXISTING SANITARY SE'h£R (ABANDONED) ___ _ EXISTING RECiAtMED WATER (ABANDONED) __ _ RW EXISTING STORM DRAIN (SEE REF. DWG'S)---~~-=-~=~~-=-~ EXISTING SANITARY SE'h£R (SEE REF. DWG'S)__ - --SS - - - EXISTING EXCESS EFFLUENT (SEE REF. OWG'S) -----EE - - - EXISTING POTABLE WATER (SE[ REF. DWG'S)___ - --W--- PROPOSED CONTOUR __________ _ ---XXJ--- PROPOSED J6-INCH RCP _____ D-60 __ ---:s!F--- PROPOSED 4:?-INCH RCP D-60 __ ---SI)-------- PROPOSED -4~-/NCH RCP D-60 __ ---SI)-------- PROPOSED 6q-/NCH RCP -60 __ ---1111-::::-: -- PIPE PROTECTION SDRSD SP-OJ_ ==~== CATCH BASIN CLEAN-OUT (TYPE B) __ 0-10 __ CONCRETE ENERGY DISS/PA T[R ____ D-41 __ ALL STANDARDS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE. • CARLSBAD MUNICIPAL STANDARD DRAWINGS. •• (SDRSO) AS MODIFIED BY CITY OF CARLSBAD 160 L.F 1155 L.F 167 L.F 222 L.F 45 L.F 13 EA 1 EA NOTE. ALL QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY; THE CONT.RACTOR IS RESPONSIBLE FOR THEIR OWN INDEPENDENT QUANTITY AND MATERIAL TAKE-OFFS TO CONSTRUCT THE DESIGN AS IND/CA TED ON THESE DRAWINGS. SHEET INDEX SHEET 1: TITLE SHEET SHEET 2: KEY MAP, NOTES, DETAILS SHEET 3: STORM DRAIN LINE "A" PLAN &c PROFILE SHEET 4: STORM DRAIN LINE "A" PLAN &c PROFILE SHEET 5: STORM DRAIN LINE "B" &c "c" PLAN &c PROFILE "AS BUILT" ~~~~~~,o-e 1/(W'!t DATE R~ttl.c¼,- INSPECTOR z!~q_ 1 DATE I SH~[T I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: PALOMAR COMMONS STOff,I DRAM APPROVED:~!.., --1. U,. .iJ,,L_ GLEN K. ~~~/ ENG/NEERING 'uANAGER PE 41204 EXP. JIJ1 l1J Di\ OWN BY: I PROJECT NO. I DRAWING NO. DA IE INITIAL DAIE INlnAL CHKD BY: '-ffl SDP 09-05 468-5 OTHER APPROVAL CITY APPROVAL RV\ID BY: 0814 JZ COUNTY OF SAN DIEGO -SOLID WASTE LOCAL ENFORCEMENT AGENCY NOTES SWISI 37-AH-0002 BASED ON TH£ SI TE SPECIFIC RE SUL TS PRE SEN TED TO TH£ LEA, THE LEA HAS DETERMINED THAT THE PROPOSED DEVELOPMENT WILL NOT HAVE TO COMPLY WITH THE REQUIREMENTS OF 27CCR 21990(9) 1-7, EXCEPT FOR: 1. 2119D (g) (6) -TH£ PLACEMENT OF AUTOl,MTIC METHANE SENSORS WITH ALARMS WITHIN ALL SITE BUILDINGS (INCLUDING INTERIOR OFFICES INSIDE THE LOWE'S WAREHOUSE). AS A REQUIREMENT OF SITE DEVELOPMENT, A 1.1/NII.IUI.I OF TWO NEW PERIMETER LANDFILL GAS MONITORING PROBES (SUBSURFACE) WILL Bf REQUIRED TO BE PLACED ON THE NORTHERN SITE BOUNDARY ADAJECNT TO PALOMAR A/PORT ROAD AS AN EARLY IND/CA TOR SYSTEM FOR THE DETECTION OF 1./IGRA TING LANDFILL GAS. THE PROBES ARE REQUIRED TO BE MONITORED AT A I.I/N/1./UI,/ OF QUARTERLY (£VERY THREE MONTHS) BUT TH£ LEA CAN REQUIRE A MORE FREQUENT SAi.iPL/NG. IT IS SUGGESTED THESE PROBES BE INCORPORATED IN TO TH£ COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS LANDFILL GAS COMPLIANCE NETWORK AND BE MONITORED BY ONE ENTITY. IN ADDITION, SEVERAL ADDITIONAL REQUIREMENTS WERE OUTLINED IN TH£ LEA'S LETTER DA TED APRIL 8, 2010. THESE MEASURES ARE STILL REQUIRED, AND AR£ REITER A TED BELOW: 1. THE PRESENCE OF THE LANDFILL IS DISCLOSED TO CONTRACTORS AND IDENTIFIED ON DEVELOPMENT AND CONSTRUCTION PLANS. 2. AN APPROVED CDl./1./UNITY HEALTH AND SAFETY PLAN WILL BE REQUIRED. LANDFILL GAS I.ION/TOR/NG FOR METHANE AND TRACE GASSES DURING THE CONSTRUCTION OF ANY TRENCH IS A MANDA TORY COMPONENT. J. ANY STRUCTURES DEVELOPED ONSITE SHALL INCLUDE PERMANENT, HARD-WIRE METHANE DETECTORS. A WRITTEN PLAN TO MONITOR, MAINTAIN AND DOCUMENT TH£ MONITORING AND MAINTENANCE OF THE DETECTORS IS ALSO REQUIRED. 4. A PLAN FOR MANAGING EXPECTED AND UNEXPECTED WASTES DURING GRADING, TRENCHING AND INSTALL,\ TION OF UNDERGROUND UTILITIES. 5. TRENCH D,11,/S OR S/1.1/L,IR DEVICES TO PREVENT THE 1./IGRA TION OF LANDFILL GAS INTO SITE STRUCTURES FROM UTILITY LINES WILL BE REQUIRED. DISCUSS STEPS TH,1 T WILL BE TAKEN TO ADDRESS THE POTENTIAL FOR LANDFILL GAS 1.//GRA TION ASSOC/A TED WITH THE ABANDONMENT OF ANY EXISTING UTILITIES. 6. PROVIDE THE L£,I WITH A PROJECT TIM£ LINE FOR II.IPL£1.1£NTA TION OF VARIOUS ASPECTS OF THE PROJECT. PLEASE SUBMIT COPIES OF THE SITE DEVELOPMENT PLANS TO TH£ L£,I FOR APPROVAL PRIOR TO IN/Tl,\ TING CONSTRUCTION ACTIVITIES. THE PLANS SHALL SHOW THE PROPOSED LOCATIONS OF THE AU TOI.IA TIC METHANE SENSORS WITHIN EACH BUILDING AND THE LOCATIONS FOR THE SUBSURFACE LANDFILL GAS MONITORING PROBES. PRIOR TO OCCUPANCY, A WRITTEN PLAN TO I.ION/TOR, MAINTAIN AND DOCUMENT THE METHANE DETECTORS AND 1.1/GRA TION PROBES SHALL BE PREPARED AND SUBMITTED TO THE LEA FOR APPROVAL. \ ,PARCELS~ PlJRTllJN llfl Ll11 B ===:::=F-· MAP 82:S / I \ \ I --- _s_ LD11B r= < :,c:::::, . , MAP BS7:S ---, ® ITEM #9 AN EASEMENT FOR PIPELINES AND INCIDENTAL PURPOSES IN FAVOR OF BUENA SANITATION DISTRICT, RECORDED JULY JI, 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 JUNE 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 LOCATIONS OF SAID UTILITIES AND A "BEST Fir" OF THE LINEWORK 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 THE CITY OF CARLSBAD, RECORDED JULY 15, 1992 AS INSTRUMENT NO. 1992-0443329 OF OFFICIAL RECORDS. \ - STORM DRAIN UN£ "c" ---=-.--;;;,: --\ ----:::.-:,:.---- BLDG \I .----___.--- 11 \ r"' \~\ \ \~ \\ I I I I STORM DRAIN \ LINE "B" BL003 I --- -- - 3 4 ◊ ------ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ A ◊ ◊ ◊ ◊ ◊ ◊ ◊ I I \I I I I I -I ! ◊ ◊ ◊ : : : = =~ ~:= = = = t = :t CJ~ c:==:, : ~ r--,----' ll'----1:.------ -v ---V--V-\-~~ --c-=~--d :: ,1 . 1~ II / / I ~ II i::::i ,,, / .,... ____ _ _ ...,.. ~// .: :: I ◊ .....,.-'1--V ····""' tt1H §: BUILDING 1 ;3 I :: Ir o· O' / /l I I ii II ~I ~/NE ~,I~-/~~--,,~x,,,,1-~ I i ,1 /~ 1 ,/':,/ , Ir i. .: PARCEL ,1 I I 7 /// / 0 -.... - (e1 §1 ~-±=-=-~1/=--) ~-_ _.,.,._' ... ~_;✓-~"'\,I " I PlJFJTJlJJ',J DP :rn-~-/_/i// " • 11 " LlJT S I! 'b'----7''--"-s:----, 1 " M,1P 82:S 1/ / / r-----,.--------+=-.:i;;;;i:. · 11 '> ', I I I I I I I I I I // ...__ _______ _ BUILDING 6 ij 'I 1 11-----1-"-, .• = b = -•11·,.I = ,= = _J = = = ='= = =• = L • = = =:,)= = --_I - - -ilc·"f ·----L --_J -TI-- -----· --· -· - - - --f/ ,~ : --V---V-----V-·--V----V---V------· 1---"-''~L.....;;'~""'"\j'--..J,........V-...... -v-''-v-_ .,_-:--_ -.,,-r= .Le.: """;=1-r= -= .,_,=-=---'=tr,' ,. \ FE: --____ . -:----_ Lars MAP 1371.G I I @ /TEI,/ #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. 1992-044JJJ2 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. 1992-044JJJJ OF OFFICIAL RECORDS. AVOR OF CARLSBAD MUNICIPAL W,'. TER @ ITEM #24 AN EASEMENT FOR WATERLINE AND INCIDENTAL PURPOSES IN F DISTRICT, RECO.'WED MARCH J, 2004 AS INSTRUMENT NO. 2004-0174134 OF OFFICIAL RECORDS. DAROS OUTLINED IN THE DOCUMENT @ ITEM "A" A RUNWAY PROTECTION ZONE FOR PALOMAR AIRPORT PER STAN ENTITLED "REVISED DRAFT-McCLELLAN-PALOMAR AIRPORT LAND USE COM PA TIBILITY PLAN", DA TED FEBRUARY 5, 1999 OBTAINED FROM THE REGIONAL AIRPORT AUTHORITY. 'EASEMENT DA TA PER TITLE REPORT ORDER NUMBER: NCS-413487-SD. PROVIDED BY FIRST AMERICAN TITLE INSURANCE COMP \NY NATIONAL COMMERCIAL SERVICES -"••11 ----- KEY MAP SCALE, 1" = 60' :.J ,;,l'-orESS10,✓. FUSCOE 0 'I, ff #i w. ii /'] ~ ~ 111 ... - Section ~21 6 of the Government Code requires that a Dig Alert Identification Number be issued before a "Permit to Excavate" will be valid. For your Dig Alert I.D. Number Call Underground Service Alert at 8-1-1 w C, I I • I I I I I I I • * No. RCE 68075 : 6390 Greenwich Drive, Suite 170 XP. 06-30-1 Son Diego, California 92122 '5',;-c· ., ~~ "/;-_ IV\ ~ tel 858.554 l 500 ° fa, 858 597.0335 f' OF C~I_I\O www.fuscoe.com ENGINEER OF WORK ,JI~ 'tf")-~~ GREG RY~ LANG, R~ O<IU2.8li?... DA TE 1 REGISTRATION NO. 68075, EXP. 06-JO-lJ DATE /NITIA.l ENGINEER OF WORK C = CC cc==·' -,c:ft -CC -... ~ -·· n GRAPHIC SCALE IN FEET DATE INITIAL R[VISION O[SCRIP TION omrn APPROVAL 1 ····--··········-11 Ll11 1 MAP 13718 ,: I I ! I "AS BUILT" ~D~~-~ ii lil0Ua DATE Rz.: BY: ~u • tti_. f-- /~SPECTOR Z[t.sJ'i ' oJ.. TE I SH~TS I 1 sH;ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: PALOMAR COMMONS STOFMDRNI APPROVED~ i.~~ GLEN K. VAN iSKI . . tqp~Z ENGINEERING MANAGER PE 41204 EXP. J/J1/1J DAT£ OWN BY: I PROJECT NO. I DRAWING NO. DATE IN/TTAL CHKD BY<S°e-$ SDP 09-05 468-5 CITY APPROVAL RVWD BY: 081412 "' _______ Q c-1 ~ d I .. t'l z n " --. Q .. l!i R'~ ii::.___ <( '-0 ~ ~ "! ~ 0~ . "' • "1 "' "' "' ~ .___"' " 11 II !!? <( II II I-- Q .L ~ . :?; :?; 5 . 2: I-- -:?; 5 8 <.i II 0.. & & II !5&& ~ 0:: 0:: ,.: 00 :,.: . J: 0:: 0:: ,_, I .._, • • • -<.i -... -.._, ... ~~ 0:: :,.: ~~:a; :,.: ::,.: :,.: ~ ~:a;:,.::,.:::,.: If :?; 1/) a: ~~~ rE I~~ 1/) P£R DIIG. I PROFI.E-66" PCBLJ(; SJCH.t DRAM-LIE "A" I ' ' ' SCALE: HORIZONTAL 1•-40'; VERTTCAL 1"-8' 171.42' Pl.AN-66" PLRJC S,QM DFIAM-LIE "A" SCALE: 1 • -40" G) EXIST. 15" \ICP SEWE"R P[R D~. 14.3-7-7 AND BUENA SAN/TA TION DISTRICT W.O. No. 5202 TO BE ABANDONED PER D~. 46B-5E G) EXIST. 12" VCP SEWER 0 EXIST. 12" EXCESS EFFLUENT LJNE PER BUENA SAN/TA TION DIST. W.O. No. 5-B0-14 TO BE ABANDONED PER CITY OF 'ASTA 0~. No. 4003 © NEW SANITARY SEWER MAIN PER 0~. 46B-5E. CITY OF ,'!STA 0~. NO. -4003 ® © 0 ® PRIV. SEWER PER PRO..£CiS BUILDING PLANS NEW EXCESS EFFLUENT LINE PER CITY OF 'ASTA D~ No. 400.J. CITY OF CARLSBAD D~. 46B-5E NEW PUBLIC WATER MAIN PER D~. 468-5C NEW PRIV. STORM DRAIN PER D~. 468-50 & 46B-5F ® N[W PRIV. U/G DETENTION/INFILTRATION SYSTEM PER 46B-50 & 468-5F ....... fil fil c:., I I 2: 00 00 iii "' "' ... c:., c:., 5 ... ~ Q ffl 2: ~~~ I 0:: 'iii' c:., iii ....... 1/) o-..::: ~ ,::::-"< :?; ..J -~:! <( c:., c:., 0 -<( <( . <( .___o ~ 1/) c:., c:., ~ <.} ~~Q) ~ <( 0 ~ 0.. .___ 00 ~ .., "! 2: ~ c:., 5 c:., ~ 0 '-..:,, "'i ~ <( ~ '-IW")~ .... "' ~ 2: :il 00 -..J 00 ... ,., ~ oO "' iii 0 l1 . "' ., "1 "' -"' 0 "' n 0 <.} U),C'ln IO "< II II II :a; 5 5 ~ ~ "< II I--~ "' "' II I--~ II II I--..J -II I-- . :?; :?; 5 :?; 5 ~ co II 2: ::, o II ::, ~ .._, 00 :?; 0 _o II !5&& ei& s II~&& II~&& ~ ~ ~u . J: 0:: 0:: 0:: 0:: 1/) 0:: 0:: ..: "' 1/) 0:: 0:: I ~ Ill •• ~ ... ,._ I .., ... 0.. c:l~~~ ... 0.. .., ~~:a; :,.: :,.: ::,.: ~ • • ~ ~:a;::,.: ~ • ~ • :a; :,.: ::,.: ::,.: ~ ~~ :a; :,.: :,.: :,.: 1/) a: ~ ~:?; .ti ~ a: ~ "' • "' D: ~ ~ ~ • a: ~ :?; :?; 1/) 1/) 1/) "' 1/) 1/) "' -- ER OIIG. -468- DIIG. 488-SF FINJSHED GR PER DIIG. 4' DIIG. of68 FINISH£ GRAD£S PE:R D -468-50 72.2 1P 272. 1P 269. TP 270. 267.4±1.E. 2 5 . .J IE 2.J IE twl...:-- -------.... HGt. 252.4 TP 246.B 1P 245. 3 6 I I I ~ I 00 ... I .;:;--<( 0 00 ,.: "' II I--. II :?; 5 -&& II o • 1/) 0:: 0:: .._, ~~:a;::,.: ::,.: ::,.: V) i2 ~ :?; i ES 8-50 5F 18" MAX. BEOCO COPOI. YMER POI. YPROP'rUNE I2' OR J' STE:P OR EQUAL CONE MARCON PRECAST ACCESS VARIES, 7' MIN. Hot.[ SHAFT OR EQUAL TO 15' MAX PRO'AD£ LANDING WITH J' DIAMET[R 4' DIAMETE ACCESS OPENING. AI..JGN OPENING TO ALLOW UNIMP£D£D 'AEW OF THE IN\£RT FROM THE TOP OF THE CLEANOUT. 8 tlQlJ;;;_ I--J' ----i 1. Sff SDRSD 0-10 4' D-11 FOR ADDITIONAL OETAILS 4' NOTE:S. y •z• P£R -_/" SDRSD 0-10 ,,-;; ~ I I, \ I \ 1/ MOORED TYPE B CLEANOUT N.T.S. PLRJC STOFM DR.VI Pl E TAEI. E NO. BRG./RAO. OELTA LENGTH SLOPE 01nn(cfs) V1nn(fps COMMENTS D-LOAD A3 N1018'52"W 32.00" 1.10% 263.70 12.88 66" RCP l,~~-D A5, N1018'52"W 78.26" 1.10% 248.90 12.69 66" RCP 1.,~-D .,... Al--., N-',8"08"32"£ 111.30" 1.10% 2-',8.90 12.90 66" RCP ,,,s-o A9 555.00" J2"0-',"-',6" 310. 74" 1.50% 94.30 10.31 42" RCP 1,600-D A11, N36"23"17"E 90.31" 1.50% 91.5D 11.02 42" RCP 1.600-D A 13) N36"2J"17"E 91.60" 1.50% 72.00 9.26 42" RCP 1.350-D "!QI£: ALL PIP[ SHALL HA VE WATER TIGHT JOINTS PER ASTM C76. C361. C443. PIP[ BEDDING AND TRENCH BACKFILL PER SORSD 0-60. Pl&.JC STOIII DRAII ST1llCT1.IE TAB E NO. DESIGN INFORMA noN A2J CONCRETE ENERGY DISS/PATER; SDRSD D-41A PROFl.E -66" PLRJC STOFM DRAM -LIE "A•---+------+----------+---,~---PROFLE -42" PLRJC SICH.t DRAM -LIE "A •---+-------+-----1-------+-----i -/NV. 66" RCP IN -253. 75 (P3) (USE 72• fJ PIPE FOR STRUCTURE DIMENSIONS) ' scALE: HORIZONTAL 1 •-40•, vi:RncAL 1 ·-8' ' JO' SEIIER EASEMENT TO BUENA SAN/TATTON DISTRICT 4' CARLSBAD 1 P£R DIIG "88-5£ ~2x II PLAN -66" PLRJC STOFM DR.VI -LIE "A• SCALE: 1• -40" NOTES(conV @) NEW PUBLIC OFF-SITE IMPS. PER D~. 46B-5C @ NEW PRIV. SEWER LATERAL PER DM;. 46B-50 & 46B-5F @ TEMPORARY STORM DRAIN PIP[ TO SERVE TEMPORARY D[SIL TING BASINS ASSOC/A TED 'M1H PRO..£c,s ROUGH GRADING PLANS (D~ 46B-58) TO BE REMOVED ONCE PRECISE GRADING IS COMPLETE (DM; 46B-50 & 46B-5F) AND PR/VA TE STORM DRAIN SYSTEMS AR[ INSTALLED AND OPERATIONAL. @ PUBLIC UTILITY ACCESS ROAD PER OM; 46B-5F @ EXIST. JO" RCP STORM DRAIN PER OM; .323-J @ EXIST. .36" RCP STORM DRAIN PER OM; 323-J @ SEE STORM DRAIN OUTFALL AND ACCESS ROAD DETAIL ON SHEET 5 OF THIS SET. I SCALE: HORIZONTAL 1•-40•: VERnCAL 1·-a·I El.003 FF= 276.65 -----+ ---l --= ,~ ---~~ _kc< -. JO' SEIIE"R EASEMENT ___ < t.< ' · TO BUENA SAN/TATTON _-,-:::"j<' -8 (._ l_ "i, DISTRICT 4' CARLSBAD ¢ ' ____,r:! "( PER DIIG 468-5£ ~ ~~oHIJ/J' II PLAN -42" PLRJC STOFM DR.VI -LIE "A• Section 4216 of the Government Code requires that a Dig Alert Identification Number be issued before a ·Permit to Excavate" will be valid. For your Dig Alert I.D. Number Call Underground Service Alert at .. ~, SCALE: 1. -40" -"'''I '~!I~~ FUSCOE I N I I N I I I I N I 6390 Greenwich Drive, Suite 1 70 Son Diego, California 92122 lei 858.554.1500 ° lox 858.597.0335 www.fuscoe.com ENGINEER OF WORK °"1o.t,1..- OAfE 7 06-30-13 PLACE 1/4 TON RIP RAP AT OUTFALL 2. 7 FEET THICK MINIMUM L -10· / W -22.5" PLACE RIP RAP ON 9-INCH THICK LA YER OF 3/-'," CRUSHED ROCK ON FILTER FABRIC @ TYPE 8-8 CLEANOUT; RIM £LEV.-271.92 PER DETAIL AJ; Y=4" /NV. 24" HOPE IN -259.49 (468-5B) /NV. 66" RCP IN -254.35 (A5) /NV. 66" RCP OUT -254.10 (AJ) @ TYPE B-9 CLEANOUT; RIM £LEV.-270.55 PER DETAIL AJ; Y=4" /NV. 24" HOPE IN -259.49 (PER DWG 468-5B) /NV. 66" RCP IN -255. 45 (A 7) /NV. 66" RCP OUT -255.20 (A5) @) TYPE B-9 CLEANOUT; RIM ELEV.-272.87 PER DETAIL A3; Y-5" /NV. 42° RCP IN -256.92 (A95 /NV. 48" RCP IN -256. 90 (81 /NV. 66" RCP OUT -256.67 (Al) @ TYPE 8-6 CLEANOUT; RIM Elf V. -281.70 PER DETAIL A3; Y-4" /NV. 24" SD IN -261.83 (PER DWG 468-5D) /NV. 42" RCP IN = 261.83 (A11) /NV. -',2" RCP OUT -261.58 (Al) @ TYPE 8-6 CLEANOUT; RIM £LEV.-280.19 PER DETAIL A3; Y-4" /NV. 36" SD IN = 267.6B (PER DWG -',68-5D) /NV. 42" RCP IN -263.43 (A13) /NV. 42" RCP OUT = 263.18 (A11) @ TYPE 8-6 CLEANOUT; RIM £LEV.-27B.62 PER DETAIL A3; Y-4" /NV. 18" SD IN -265.05 (PER DWG 468-5D) /NV. 42" RCP IN = 265.05 (A15) /NV. -',2" RCP OUT = 26-',.80 (A1J) ,-.._ 40" I GRAPHIC SCALE IN FEET INSPECTOR 1------1--------+-------------i-----+------+---+--____, I SH3[ET I CITY OF CARLSBAD I SH[5[TS I :==='....'::==[=N=G=IN=E=E=R=IN=G=D=E=PA=R=TM=E=N=T====---'===~ lMPROVEMENT PLANS FOR: Olt TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PALOMAR COMMONS STOfM DRAIN APPROVED~ iz/Jhi -M_.GL[N K. [NG/N[[R/N MANAGER P[ 41204 EXP. J JI 1J OWN BY: ----::=-=-- CHKD BY: 17 F RVWD BY: PROJECT NO. SDP09-05 VAN PESKI r,/19/LT- DATE DRAWING NO. 468-5 08141? ~ ~ I :g .... li ;:;;-l . -o~--< < ~~2 ~ .....,;.. it) • ;!: "'0 .... ~ ,. 0 ui ~ ~ fQC'I 1 -~~ "' II >--;o ~ II ~a 1-J~ .... --Q.Q. Q a, <..i II 5l u lJ ~~! --If ~ 'f G' II: II: ;i • !.. !.. ~. '< .. "' ~ -.. --0) - ;!: ~~ sss ;!: . ;!: tn ~~~ tn~e V) --------...,. ~7[) ("') - <: :i ... ~ ~o V) ~ (.,Q ~~ l<i IXl • < -co 1:S e - -FINISH D GRADES PER D Kl. 4158-50 .I: OWi 4158-Y I I ----r- HGL / ~ ~ ~I 0 ~ -' - Q ~ ~ ~ r< - i ;::::---< ~ -l-10 'If: IO o, or; :e ~7n ~ D111'.l. 4158 50 .I: 111'.1. 4158-SF I I i -----~rf/NISHED GRADES ,-~ PER D . 468-50 .I: 0111'.l. Ulll-51' • ~ 1 ~~c~ro~~ t ?63 O± TP ' I ADEOUA IE Cc \.£rr DURING , CONSTRUCTION TO PRE\.£NT ~ '.111111 2 ,0.5± TP ,.. , ,..,., 1 PIP[ D, MAGE: l+--W--2D1L----==t=====t--f---------+----l-----l---------l---~!a!l----~2t!IQ__----l-___ ---l-___ --1-------l--.,.! I I --t------+------+-------+------+------+---------+--------+------+------+------+-------+-------+e------+------c-1 ------ ' ' .. / E.G. • PROTE:CTION P R /--; _i,_ . .-J -D111'.1. 468-5C --.,.,,, -\ -"---. . [XI T. J6" RCP PEI D111'.l. 2J7 7 -,7n ....,, ------+--------+---------+--------+----l l-f------+------+---.,s-,L.D"12Ea.j-.U'_iD_l%.-____ +------+-----!~.u:-¥?.e;......-tµciD!ln-~---+------+------+------+---:~,u:•)f?,e;........t•...:c;o.in~•------l-------+-------¥·•a,&,._a..;n~w~-~f.-------t------+-------+-------+---1 I 215. 79 L.F". ~ 42" RCP Q., ~ 72. ~D cfs v .. =9. 5 fps A15' I 73.97 L.F". -t2" RCP Qr,,,=72.D cfs v .. =9.95 fps 'A15A I I 1 I!. 01! L.F. -42 RCP Q.,=72.00 CS v .. =9.95 fp, 1A17 i I 1 rr---7,,if50~--~~---,--~~i----1---mo .. o---t---rm .. ~--1--~12.t.-uu...-----i-----..~ I " II 175.! 3 L.F. -42" R :P "' = 72. DD cfs v .. =9.81 fps I A19' t- i 14 -uu PROFl.E -42" PU:UC STCRtl ~ -LIE "A •--+----+----+-------+-----+--PROF1.E -42' PUE1..JC 8TOFM ~ -LIE 'A' ' ' SCALE: HORIZON /AL \IERTICAL I I - &1 0 (j :;:j IO + I ◊ -IXl - ;!: ~ -, .-..... -◊ SCALE: 1" -40' I I ·~: -- ' ' i I I 40• 20· o 40• so· 1--~~-1~_1 GRAPHIC SCALE IN FEET PU:UC 8TOfM ~II E TABI. E NO. BRG/RAD. DELTA LENGTH SLOPE Qrnn(cfs) V1nn(fps COMMENTS ,A 15.) N6719'J5"E 215.79' 1.50% 72.00 9.95 42" RCP 1\15 500.00' .i'2B'J4" 7J.97' 1.50% 72.00 9.95 42" RCP A1 ' N75"4B'OB"E 196.0B' 1.50% 72.00 9.95 42" RCP A19~ SB0"4J'45"E 175. 9J' 0.77% 72.00 9.B1 42" RCP ti.QI£: ALL PIPE SHALL HAVE WATER TIGHT JOINTS PER ASTM C76, CJ61. C44J. PIPE BE:DDING AND TRENCH BACKFILL PER SDRSD D-60. FUJ.JC; S/<Hf DRAM ST1lJCTUE T,4fl F NO . NOTES DESIGN INFORMATION TYPE B-6 CLEANOUT; RIM ELEV.= 278.62 PER DETAIL AJ; Y=4' /NV. 18" SD IN -265.05 (PER DWG 468-5D) /NV. 42" RCP IN -265.05 (A15) /NV. 42" RCP OUT = 264.B0 (~13) TYPE B-6 CLEANOUT; RIM ELEV.= 278.92 SDRSD D-10 /NV. 18" SD IN -270.94 (PER DWG 468-5D) /NV. 42" RCP IN -269.66 (A15A/, /NV. 42" RCP OUT -269.41 (A171 TYPE B-6 CLEANOUT; RIM ELEV.-278.92 SDRSO D-10 /NV. 1B" SO IN -272.86 (PER OWG 46B-5D) /NV. 42" RCP IN = 272.86 (A19) /NV. 42" RCP OUT -272.61 (Al 7) TYPE B-7 CLEANOUT; RIM ELEV.-2BJ.95 SDRSD D-10 /NV. EX. J6" RCP IN -27B.2± (EXIST.) /NV. 42" RCP OUT -274.21 (A19) E:XIST. 15" VCP SE:WER P[R 0~. 143-7-7 AND BU[NA SAN/TA TIO/I/ DISTRICT W.O. No. 5202 TO BE ABANDONE:D PE:R D~-468-5£ (D EXIST. 12· VCP SE:WER Q) E:XIST. 12" E:XCE:SS E:FFLUE:NT LINE: PE:R BUE:NA SAN/TA 110/I/ DIST. W.O. No. 5-80-14 TO BE: ABANDONED PE:R CITY OF \/!STA D~. No. 4003 © NE:W SANITARY SE:WER MAIN PER D~-468-5£. CITY OF \/!STA D~ NO. 4003 PRIV. SE:WER PER PRO.£CtS BUILDING PLANS N[W [XCE:SS E:FFLUE:NT LINE: PE:R CITY OF VISTA D~ No. 4003. CITY OF CARLSBAD D~-468-5£ (j) N[W PUBLIC WA !ER MAIN PER D~-468-5C @ NE:W PRIV. STORM DRAIN PE:R D~. 468-50 & 468-5F @ N[W PRIV. U /G DE:TE:N T10N/INF1L TRA 110/I/ SYSTEM PE:R D~. 468-50 & 468-5F @) NEW PUBLIC OFF-SITE IMPS. PE:R D~. 468-5C @ NEW PRIV. SE:WER LA IERAL PE:R D~. 468-50 & 468-5F @ TEMPORARY STORM DRAIN PIP[ TD SE:R\.£ TEMPORARY DE:SIL T1NG BASINS ASSOC/A JED WITH PRO£C1S ROUGH GRADING PLANS (D~ 468-58) TO BE: RE:MO\.£D ONCE: PRECISE: GRADING IS COMPLETE: (D~ 468-50 & 468-5F) AND PR/VA IE STORM DRAIN SYSTEMS ARE: INSTALLED AND OPERA 110/I/AL. @ PUBLIC UTILITY ACCE:SS ROAD PE:R D~ 468-5F @ E:XIST. JO" RCP STORM DRAIN P[R D~ 323-3 @) E:XIST. 36" RCP STORM DRAIN PE:R D~ 323-3 D-LOAD ,.~ D l,~-D I c.c:.-D ,. -D "AS BUILT" 120· ~:!;rw~:f::-t,s I > INSPECTOR DATE M'ORTANT NOTICE Section '4216 of the Government -"'''I •~!!!~~ FUSCOE l---+----+------------+---+---+----+-----II SH4EETI CITY OF CARLSBAD ISH[5ETSI ~==:....===:E::::N=G=IN=E:=E=R=IN=G=D=E=P=AR=TM=E:=N=T==:::::::...'::::==~ IMPROVEMENT PLANS FOR: Code requires that a Dig Alert Identification Number be issued before a "Permit to Excavate" will be valid. For your Dig Alert I.D. Number Coll Underground Service Alert ct 1-1-1 Two working days before you dig I I e I I I I I I I e 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 ° la, 858.597.0335 www.fuscoe.com ENGINEER OF WORK GREG?U. LANG, Re REGISTRATION NO. 68075, EXP. 06-JO-IJ DME INITIAL [NG/NEER OF WORK REVISION DESCRIPTION DA 7E INITIAL OTHER APPROVAL DA 7E INITIAL CITY APPROVAL PALOMAR COMMONS STOftJDRAl'I APPROVE~ ~ -/. J ,i, ii'Jk GLEN K. V~~Et~ ENGINEER/NI:: MANAGER PE 41204 EXP. J/31 /13 A TE OWN BY: ~=~ I PROJECT NO. I DRAWING NO. CHKD BY: ~ SOP 09--05 468-5 R\IIID BY: ~---------~~---~ 0814 l 2 ....... P£R Ml 41111 50 If 01 G. '"8-----5F HGI.---, ..... P£R 111G. J2J J I .,.,,. ....... \ ...... '\._ ---i, -£)()ST. 36" PCP STORII ORA" .-~, /J"'-i-• lJ-.J I1---==1·======~ .... ~~::;::==+=~.=tt----+.,o, ..... -.:. ..... -L. - -....,.... ✓• ........... j.,, ,,., ' -"-.. L-'--·-~ £.G._/ ''-/, -'---/ . I \- NOTES G) EXIST. 15" VCP SEWER PER DWG. l,fJ-7-7 AND BUENA SAN/TA TION DISTRICT W. 0. No. 5202 TO BE ABANDONED PER DWG. -f68-5E (D EXIST. 12· VCP SE~R EXIST. 12" EXCESS EFFLUENT LINE PER BUENA SANITATION DIST. W.0. No. 5-80-H TO BE ABANDONED PER CITY OF VISTA DWG. No. 400J G) NEW SANITARY SE~R MAIN PER DWG. 468-5£. OF VISTA DWG. NO. -fOOJ ® PRIV. SE~R PER PROJEcrs BUILDING PLANS CITY © NEW EXCESS EFFLUENT LINE PER CITY OF VISTA OWG No. 400J. CITY OF CARLSBAD DWG. 468-5£ (f) NEW PUBLIC WATER MAIN PER DWG. 468-5C @ NEW PRIV. STORM DRAIN PER DWG. 468-50 &: 468-5F ® NEW PRIV. U/G DETENTION/INFILTRATION SYSTEM PER DWG. 468-5D &: -f68-5F @) NEW PUBLIC OFF-SITE IMPS. PER DWG. 468-5C @ NEW PRIV. SE~R LATERAL PER DWG. 468-50 &: 468-5F @ TEMPORARY STORM DRAIN PIPE TO SERVE TEMPORARY DES/L TING BASINS ASSOCIATED Vtl1H PRO..£crs ROUGH GRADING PLANS (DWG 468-58) TO BE REMOVED ONCE PRECISE GrlAD/NG IS COMPLETE (DWG 468-50 &: 468-5F) AND PR/VA TE STORM DRAIN SYSTEMS ARE INSTALLED AND OPERATIONAL. PlB..JC 8Ta:M ~ I IE TAEf F NO. BRG./RAO. l>[L TA LENGTH SLOP£ D7nn(cfs) Vroo(fps COMMENTS 81, N24 ".3.3'21 "W 166.20' 0.50% 154.60 12 . .30 48" RCP ci"' N65"26'.39"£ 8.3.24' 0.50% 72 . .30 10.2.3 .36" RCP CJ, N0.3"01'05"W .35.60' 0.50% 72 . .30 10.2.3 .36" RCP 'aJ' N15'26'04"£ .39.28' 0.66% 82 . .30 11.64 .36" RCP l'1QI£; ALL PIP£ SHALL HA VE WATER TIGHT JOINTS P[R ASTM C76, CJ61, C44J. PIPE B[ODING ANO TRENCH BACKFILL P£R SDRSD 0-60. PCB. K; STCHI DRAM STRJCT1IE TAfl E NO. AB DESIGN INFORMA TIDN TYP£ B-9 CL£ANOUT; RIM flfV-272.87 PER DETAIL A.3; Y=5' /NV. 42" RCP IN = 256.92 (A9) /NV. 48" RCP IN = 256.90 (B1) /NV. 66" RCP OUT = 256.67 (Al) TYP[ B-6 CL£ANOUT; RIM £L£V.= 275.07 PER DETAIL A.3; Y=4' /NV . .36" RCP IN = 258. 75 (B.3) INV. .36" RCP IN = 258.00 (Cl) INV. 48" RCP OUT = 257. 75 (B1) TYP£ B-6 CL[ANOUT; RIM £L£V.= 276.17 PfR DETAIL A.3; Y=4' INV. .36" RCP IN = 258.67 (C.3) INV. .36" RCP OUT = 258.42 (Cl) TYP[ B-5 CL£ANOUT; RIM £LEV= 275.25 PfR DETAIL AJ; Y=4' INV. £X . .36" RCP IN = 258.9± (EXIST) INV . .36" RCP OUT = 258.85 (C.3) TYP£ B-5 CL[ANOUT; RIM flfV= 276.50 PE"R 0£TAIL A.3; Y=4' 0-LOAD 1,.350-D 1,500-D 1,500-D 1,400-0 . -n REMAIN £G . ...J \_ r------:----r---:--------:------j-----------:-T-------t-----t-----·~ ~O[CTl!'fC"-'T'--IH"'----·--+-----_:__+___:__ ___ ---jf--_:__ __ --t--_:__-----t--_:• =;;,TOR01R£~:Ai,1NN~.f------l-' ---~ ---~------+----- @ PUBLIC UTILITY ACCESS ROAD PER DWG 468-5F @ EXIST. JO" RCP STORM DRAIN PER DWG J2J-J @ EXIST. J6" RCP STORM DRAIN PER DWG J2J-J INV. [X. JO" RCP IN = 259.J± (EXIST) INV. J6" RCP OUT = 259.01 (Bj) St.Off-0.5 ~ 111 I n -•-"i'a:: _,, I C 1~8.200 t.1F5; • "D 4. • RCP 39.2011 LF. -~e• RCP t,J.2-f .F. _ · JI!" RCP -Jti" RCP '""' "'·" fs "'=82.J cf:, :a,,.= 12.JD els Qi,, =72.J0 :cf . r, I I I I I I ------+------f-------+-l---f=====1==V="'===<Jl200.JOi>==t IS=====t=::::;:nV:::;"';:==!(ll~.6)t,~fp~9----t-----t------i--i:::;:=::::V=l="'-~1~0~-2~J=fp=s=~iV"'~-?i7~0.52~J~fp:5"at------+ ] J -I .I \!iJ.) I - I • I 1JU . SCALE': HC RIZONTAL 1°=40'; VERTICAL 1"='1l" 40' 20' 0 40' 80' 120' '--I -~,___~l~~~~l===::jl GRAPHIC SCALE IN FEET .t 50 3· 50 SCALE": H( ~IZONTJIL 7"=40'; VE1?TICAL 1"=8' I' PLAN -36" PlB..JC 8Ta:M ~ LIE •c• SCAL[: 1 • = 40' S.003 FF=276.65 M'ORTANTNOTICE Section 4216 of the Government Code requires that o Dig Alert Identification Number be issued before a "Permit to Excavate" will be valid. For your Dig Alert 1.0. Number Call Underground Service Aler\ at 1-1-1 Two working days before you dig ' ;.. .... ,, iii!,~ FUSCOE I I I I I I I I I I I 6390 Greenwich Drive, Suite 170 Son Diego, California 92122 tel 858.554,1500 ° fax 858 597.0335 www.fuscoe.com ENGINEER OF WORK Jj"r~ W-~~ GR[GO ;~ LANG,RCE R£GISTRA TION NO. 68075, £XP. DATE 06-JO-!J I I 11 \ :\ 272 111 270 252 9 G ~j PLAN -8Ta:M DRAII OUTFA/ / ( .t\CCESS ROAD DETAI. SCAL[: 1• = 10' 1i6sP£CTOR ' DATE i-----t---------ii--------------+---+---1------l-------.l I SH5EET I CITY OF CARLSBAD I SHE5£TS I £NGIN££RING DEPARTMENT ~IM==P=R~O==VE~M==E=N'I'=P=LAN===s=Fo=R=:========-===~ DA TE /NlnAL ENGINEER OF WORK REVISION O[SCRIP TION DA 1E INITTAL OTH[R APPROVAL DA 1E INITTAL CITY APPROVAL PALOMAR COMMONS ST"OIN DRNI APPRovry, _ 1_' -,L ,/J .. /_ GLEN K. VAN PESKI .,/J/P, ¥ __£,fJ,. ~ r.;,s/-z [NGINE[RINr, MANAGER PE 41204 EXP. J/J//!J DA OWN BY: I PROJECT NO. I DR468AWING-5NO. CHKO BY: $/l!JtJ SDP 09-05 RVWD BY: 081412