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HomeMy WebLinkAboutDWG 480-3F; MS 14-07; ROBERTSON RANCH WEST VILLAGE APARTMENTS PA7 PA8; 01-10GENERAL NOTES 1. 7HIS PLAN SUPERSEDES ALL 07HER PLANS PREVJOUSL Y APPROVED BY 7HE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF 7HIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF 7HE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITTONAL APPROVAL, CITY STANDARDS OR 07HER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO 7HJS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE 7HESE PLANS WHEN NON-CONFORMANCE JS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE 7HE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITTONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITTNG THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRJA TE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT 7HE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO TITLE SHEET. 8. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE JMMEDIA TEL Y SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MFFTING SHAU BF HFLD AT THF SITE PRIOR TO THF 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) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THF DAY BFFORF THF INSP[CTION IS NFFDFD INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. 7HE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS [STAB{ I5H[D BY [HF CONSTRUCTION SAFFTY QRDFRS rm F 8 CALIFORNIA ADMINJSTRA TIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCT/ON, OPERA DONS Will GFASF IMMWIATFI Y AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT 7HERETO, 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 BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOUDA YS JS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUi ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. 7HE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. 7HE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE 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 7HE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCtlON NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (619}262-1122 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 "CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 "SAN DJEGUJTO WATER DISTRICT (760)633-2650 *LEUCADIA WASTEWATER DISTRICT (760)753-0155 *VALLECITOS WATER DISTRICT (760)744-0460 *OUVENHAIN WATER DISTRICT (760)753-6466 *BUENA SAN/TA TION DISTRICT (760)726-f340 x1330 • AS APPROPR/A TE 23. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. I: \CAD\1488\SEWER AND WATER\1488-PVT-SWR-WTR_SHT-D1.dwg STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FJELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BU/Li PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. WHERE AN EXISTING PIPE LINE JS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 6. STREET TREES SHALL BE INSTALLED PER SECTION VJ OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER/NG INSPECTOR. 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN (100 WA TT) HIGH EFFICIENCY INDUCTION LIGHTS. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE Wl7H THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME !- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK). 2. BEFORE ANY CONNECTION TO THE CITYS EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER AND SUPERINTENDENT. 3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERA TJONS' PUBLIC WORKS MANAGER. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NG INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891. 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTED ON PLANS). 8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STA TE OF CALIFORNIA'S DEPARTMENT OF HEAL TH SERVICES. 12. AXIAL DEFLECTION AT THE PIPE JOINTS JS NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. 13. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 14. NO cumNG OF ASBESTOS CEMENT PIPE (ACP) JS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-JNCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VAL VE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERM/NA TE IN ADJACENT VAL VE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE JNSULA TION FROM DAMAGE DURING INSTALLATION AND BACKFILL/NG. WIRE /NSULA TION THAT JS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIF/CALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POL YE7HYLENE JNSULA TION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED JNSULA TION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. 11 SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LA TEST VERSION THEREOF), THtSE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING JS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO /NSTALLA TION. 4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEw" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OFTHE CAL TRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCA TEO. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVJSJON1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN JS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN AND OMl-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-3 OBJECT MARKER SHALL BE 12"X12" SOURCE OF TOPOGRAPHY EXISTING TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY ROUGH GRADING PLANS DATED JULY 2014 BY ODAY CONSULTANTS. PROJECT LOCATION THIS PROJECT JS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 208-010-44-00, CALIFORNIA COORDINATE SYSTEM (27) OF THIS PROJECT JS 358-1671 (X) BENCH MARK DESCRIPTION: 2.5" DISC STAMPED "CLSB-105 L.S. 6215" LOCATION: IN NORTHEAST CORNER OF CANNON RD. BRIDGE OVER AGUA HEDJONDA CREEK, 120 FEET SOUTHWEST OF EL CAMINO REAL RECORDED: RECORD OF SURVEY 17271 POINT NO. 105 ELEVATION: 45.410 M.S.L. DA TUM: NGVD 1929 "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, 7HA T I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN JS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: ALLIANCE ENGINEERING ADDRESS: 2248 FARADAY A VE CITY, ST.: CARLSBAD CA 92008 TELEPHONE: 760-715-2635 INDEX OF SHEETS 1 ............. COVER SHEET 2 ............ INDEX MAP & CONSTRUCTION NOTES 3-6 ....... PR/VA TE SEWER PLANS 7-10 ...... PRIVATE WATER PLANS REFERENCE DRAWINGS DWG 480-3 DWG 480-3E BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CCS83 (NAO 83), ZONE6, EPOCH 1991.35 GRID BEARING BETWEEN CITY OF CARLSBAD CONTROL STATIONS CLSB-103 AND POINT CLSB-105, AS SHOWN ON RECORD OF SURVEY NO. 17271, RECORDED FEB 8, 2002. I.E. N 82"39'51 "E GRID DISTANCE= GROUND DISTANCE x COMBINED SCALE FACTOR (CSF) DEVELOPER NAME: SHAPELL ADDRESS: WILSHIRE BOULEVARD SUITE 700 BEVERLY HILLS CA 90211 PHONE NO.: 323-655-7300 SPECIAL NOTES UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWI..EDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOMNG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 7093 DA TED APRIL 1 2015 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDA T/ONS BY LGC VALLEY INC. _____ DATED 4/29/14 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED ~N~/A~--------- 9. STORM WATER POLLUTION PREVENTION PLAN (SWPPP # 15-430) PREPARED BY ALLIANCE ENGINEERING DA TED FEBRUARY 1 2016 WDID NO. 9 37C374709 10. STORM WATER MANAGEMENT PLAN (SWMP 15-20) PREPARED BY ALLIANCE LAND PLANNING & [NG/NEERING, DA TED JANUARY 12, 2016 11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. DESCRIPTION PROPERTY LINE CONSTRUCTION ITEM (PER LEGEND OR DETAIL HEREON) PRIVATE SANITARY SEWER ••••••••••••.•........... PRIVATE SEWER M.H •.•••..•••.••••.•••.••••..•••..••. LEGEND DWG.NO. SYMBOL -- ---0 --® --s--0----- ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON PRIVATE SEWER CLEANOUT ••••·••·••·······•······ *CITY S-5 *CITY S-1 *CITY S-6 'SPPWC 221-2 --S--0---- OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC PIPE ANCHOR •····••••••·••··••····•····················· IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. PRIVATE WATER MAIN································ DEPARTMENT OF LABOR, AND THE STA TE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHAL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE MTH THE ·ocCUPA TIONAL SAFETY AND HEAL TH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STA TE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS. CITY OF OCEANSIDE HIGHWAY 78 CITY OF VISTA PRIVATE WATER METER •.......•.•..•.•............. •C.M.W.D. W-2 PRIVATE BACKFLOW DEv1CE......................... •c.M.W.D. W-21 PRIVATE REDUCER ASSEMBLY ••••••.............. PRIVATE MANUAL AIR VAC ASSEMBLY....... *C.M.W.D. W-6 PRIVATE GATE VALVE ASSEMBLY............... *C.M.W.D. W-16 PRIVATE BLOW-OFF ASSEMBLY................. •c.M.W.D. W-6 PRIVATE THRUST BLOCK ..............••••••.•••••.• •C.M.W.D. W-15 PRIVATE FIRE MAIN (PER SEPARATE PERMIT) FIRE HYDRANT (PER SEPARATE PERMIT) IRRIGATION SERv1CE •••..•.................••.•.••••.••• (PER LANDSCAPE PLANS) STORM DRAIN ..••....•...•••..••..•.•.••.•.••...••...••.•. *D-60 (PER DWG 480-3E) ATRIUM INLET (PER DWG 480-3E) --S,--+---- ----W---- --------0------ ----F---- -----<§ ----D--- QUANTITY 1,792 LF 17 EA 30 EA 2 EA 4,123 LF 3 EA 3 EA 5 EA 6 EA 11 EA 8 EA 87 EA 4,123 LF 14 EA BY: CRAIG WHITTEKER (NAME OF ENGINEER) i/J/1'4 DATE: ______ _ PACIFIC OCEAN R.C.E. NO.: 51929 -------------- REGISTRATION EXP/RATION DA TE: 6/30/16 I NOTc: SECUR111ES FOR DI\G 480-JF ARE INCLUDED IN SEC 16-D9 oa ALLIANCE LANO PLANNING & ENGINEERING INC. 2248 FARADAY AVE. CARLSBAD, CA 92008 TEL: (760) 431-9896 FAX:(760) 431-8802 27451 TOURNEY ROAD SUITE 140 VALENCIA, CA 91355 TEL: (661) 799-2760 FAX: (661) 254-1929 CIVIL ENGINEERING • LAND PLANNING • HlllSIDE DESIGN • SUR'vfYING DESIGN BY: E.E. DRAWN BY: G.A. DATE: SCALE 05/06/16 1'=30' ----- ENGIANEr,,.EvR-VOIF ~ CRAIG M. ITTEKER EXP: 6 /30 /18 CITY OF ENCINITAS ~ ~Q CITY OF "--\LI SAN MARCOS VICINITY MAP NOT TO SCALE DliG~llitRT .... ~ DIAL TOLL FREE . .· 1-800-422-4133 AT lfAST TWO DAYS BEFORE YOU DIG UNDERGROUND SER'v1CE ALERT a'" SOUTI-IERN CALIFORNIA "AS BU IL T" P.E. __ _ EXP. ___ _ DATE ALL STANDARD DRAWINGS ARE SAND DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE: • CITY OF CARLSBAD STANDARD REVIEWED BY: '* CARLSBAD MUJNICIPAL WATER DISTRICT STANDARD DRAWING *'* SDRSD AS MODIFIED BY CITY OF CARLSBAD INSPECTOR DATE f----------------+---+----+--+----I I sH1EET I CITY OF CARLSBAD ~o ENGINEERING DEPARTMENT ~ :=='...'::::::=========='-'====: DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL PRIVATE (ONSITE) SEWER AND WATER SYSTEM FOR: ROBERTSON RANCH WEST VILLAGE CITY ENGINE DWN BY:-=- CHKD BY: .S"C.. RVWD BY: TITLE SHEET PROJECT NO. MS 14-07 I DRAWING NO. . 480-3F ~-------- C ::c ~ 2 G1 2 C s: ID m ::c C ::c ! 2 G1 2 C s ID m ::c . - ~ ' ~ 1---------- ' ' I = ~.:!:... I i " .. c;':'.'.I.&'\~-ll I. \CAD\1488\SEWER AND WATER\1488-PVT-SWR-WIR_SHT-02.dwg \ ,, j' ' ! ' \ 1 I I I I I I I I I I I I I I I I I I I I i I i I ' ' /, ii ! I I I i I I I I I I l ------------ INDEX MAP SCALE: 1 "=80' 9 --- 11 ,,\ \ ,,/' \ ~, , ~ '~) "~ ca ALLIANCE LAND PlANNING & ENGINEERING INC. I 2248 FARADAY AVE. CARLSBAD, CA 92008 TEL: (760) 431-9896 FAX: (760) 431-8802 27451 TOURNEY ROAD SUITE 140 VALENCIA, CA 91355 TEL: (661) 799-2760 FAX: (661) 254-1929 I OVIL ENGINEERING • LAND Pl.ANNING • HILLSIDE DESIGN • SURIJEYING . DESIGN BY: E.E. DRAWN BY: G.A. DATE: SCALE 05/06/16 1: 80 ----- ENGINEER OF W~R_K/4-#:...... ~ I /fWWtl,P CRAIG M./) VHITTEKER EXP: 6/30/18 SEWER CONSTRUCTION NOTES AND QUANTITY ESTIMATE ITEM DESCRIPTION QUANTITY UNIT @--CONNECT TO EXISTING 8" SEWER LATERAL PER DWG 480-3 3 EA @;----1 CONSTRUCT 6" PVC (SDR 35) SEWER 1209 LF (9----CONSTRUCT 8" PVC (SDR 35) SEWER 488 LF (Q) PIPE ANCHOR PER SPPWC STANDARD 221 2 6 EA (0--CONSTRUCT SEWER CLEANOUT PER CITY STANDARD S-6 30 EA Q) CONSTRUCT SEWER MANHOLE PER CITY STANDARD S 1 17 EA (0--CONSTRUCT 4" PVC (SDR 35) SEWER 54 LF <t!) CONNECT TO EXISTING MANHOLE PER DWG 480 3 EA WATER CONSTRUCTION ITEMS AND QUANTITY ESTIMATE ITEM DESCRIPTION A -CONNECT TO EXISTING WATERLINE B -INSTALL 2.5" PVC WATERLINE (SCH 40) C -INSTALL 4" PVC WATERLINE (SCH 40) PER CITY STD. W-2 _.Q,-INSTALL 3" BADGER METER -RECORDALL COMPOUND SERIES OR CITY APPROVED EQUIVALENT (0-INSTALL 4" BADGER METER -RECORDALL COMPOUND SERIES OR CITY APPROVED EQUIVALENT (0-INSTALL 4" REDUCED PRESSURE PRINCIPLE BACKFLOW ASSEMBLY WILKINS 375 -PER CITY STD. W-21 G -THRUST BLOCK PER CITY STD. W-15 H -INSTALL 2.5"X2.5"X2.5" TEE I -INSTALL 4"X4"X2.5" TEE J -INSTALL 4"X4"X4" TEE K -INSTALL 2.5"X90' BEND L -INSTALL 4"X90" BEND M -INSTALL 4"X45" BEND N -INSTALL 4"X22.5" BEND 0 -INSTALL 4"X11.25" BEND P -INSTALL 4" GATE VALVE PER CITY STD. W-16 Q -INSTALL 4"X2.5" REDUCER R -INSTALL 2.5"X45" BEND S >--INSTALL 4"X6" REDUCER T -INSTALL 2" MANUAL AIR RELEASE VALVE PER CITY STD. W-6 U -INSTALL 2" BLOWOFF PER CITY STD. W-6 V-INSTALL 3/4" PVC WATERLINE (SCH 40) QUANTITY UNIT 2 EA 1,660 LF 2,963 LF 2 EA 1 EA 2 EA 87 EA 1 EA 18 EA 4 EA 27 EA 3 EA 15 EA 6, EA 1 EA 11 EA 4 EA 7 EA 1 EA 6 EA 8 EA 80 LF "AS BUILT" P.E. __ _ EXP. ___ _ DATE REVIEWIED BY: INSPECTOR DATE f----------------+--+----+--+----11 sH2EETI CITY OF CARLSBAD ~o ENGINEERING DEPARTMENT ~ ~='...'::::=========---====: DA TE INITIAL DATE INITIAL 01HER APPROVAL CITY APPROVAL PRIVATE (ONSITE) SEWER AND WATER SYSTEM FOR: ROBERTSON RANCH WEST VILLAGE TITLE SHEET APPROVED: I) I ' JASON S. GELDERT l/. • I A b ,fl/• Zo/1, CITY ENGINEFPI RCE 63912 EXPIRES 9/30/16 DATE OWN BY: ~s;~c..~-, PROJECT NO. I DRAWING NO. ~~g ~~~ k.C. MS 14-07 480-3F ~.!.'.'c'...-'=2.:....c±~==-l ) I I ! : ' ' i I i ' i ! ' ' ' ' ' ' ' ' ' ' ' ' ' f ' ! ' ' ! i ; ' i - - --, - □ D § 2 Cil 2 C s: Cl m J] □ I 2 G) 2 C s: Cl m J] □ D ~ 2 Gl 2 C :t:: w m J] R/W I:\CAD\1488\SEWER AND WATER\1488-PVT-SWR-WTR_SHT-03.dwg """ 1--w w I en w w en V V \ / _/ /'. .// / / --0 <O -N 0 / /// / ./ / ;/ ./ ; t -----~=-{ (ii(' ·" \ \ \ \ 0 ~, o □1tg-,b o o 11-IF!~ \ / \ // // I ,,, !/ n _)J J-j / ,. / ' ./ .. ··•· \ \ '.::11 / n7=#~ c:'i~;,_-..J!--'-~c....JJ..J-'1'-.....,.!-f==1t-tr--\ ' \. _/-- .>( I ' I 0 \ • • I .i:-· • /(- \ \ \ \ LJ1~t' \ // /1/// / / _L --- \ N / _,,-PRIVATE FIRE UNE ,,,, . ::l.a-r====w',-------{ ~~-H---f-~~"------'P~E~R~S~E~P~AR=A~TE~P~LA~N~--,f---------- / 7 -'",;-77 \ \ r--~:---i I IVA TE WATER LINE SE SHEET 7 ; i [~ / --- 11 0 J I ! R/W oa ALLIANCE LANO PLANNING & EN~NEERlNG INC. J 3' I 2l• 14' 14' 6' s· 2248 FARADAY AVE.. CARLSBAD, CA 9200B Ta: {760) 431-9896 FAX: (760) 431-8802 27451 TOURNEY ROAD SUllE 140 VALENCIA, CA 91355 TEL: (661) 799-2760 FAX: (661} 254-1929 i ' 0"1L ENGINEERING • LAND PL.ANNING • HILLSIDE DESIGN • SUR\'£Y1NG \ ' I •. \ ' - . . ' . . . . ; ... . . ,. . . . ' ' . ' . . . . • . ' . . . •· . ' . PARCEL BOUNDARY DESIGN BY: E.E. DATE: 05/06/16 DRAWN BY:---'G'-".A-"-._ SCALE --'1_•~--=3--=0_' __ ENGINEER OF WORK EXP: 6 /30 /18 SEWER DATA NO. OELTA/eRG RADIUS LENGTH SIZE 1 Noo·39• 49"E 28.40' 6" 2 No2·55'16"E -27.50' 8" DATE INITIAL DATE INITIAL D1HER APPROVAL CITY APPROVAL GRAPHIC SCALE MATERIAL 30 0 30 60 PVC SOR 35 PVC SOR 35 t • i , • t l ( IN FEET ) 1 inch ~ 30 ft. "AS BUil T" i ' P.E. EXP. DATE REVIEWED BY: i ' ' INSPECTOR DATE I SH3ET I CITY OF CARLSBAD SHEETS 10: ENGINEERING DEPARTMENT PRNATE (ONSITE) SEWER AND WATER SYSTEM FOR: ROBERTSON RANCH WEST VILLAGE A TITLE SHEET APPROVED: / j •• ~ JASON S. GELDERT II / • .Al '• /4' u,/./, CITY ENGINEI'.• RCE 63912 EXPIRES 9/30/16 DATE DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: .s-c. MS 14-07 RVWD BY: ~c. 480-3F m ,, ~ ! B I ,, :0 :0 n, 0 ;,1 °□ ., JJ C '.I~~ • ' :0 ,; rncn ; i ~. -': :r:, :-: ~ ffi . ~~ s I ~!fl "m rn. ' rn;;: I w z z rn ~ ,I □ II ~ 2 (j) 2 C s:: Dl m lJ □ JJ ~ 2 (j) 2 C :s: CD m lJ □ lJ ~ 2 (j) 2 C s CD m lJ NOTE: ADD 100 FT TO ALL PROPOSED ELEVATIONS SHOWN le \CAD\ 1488\SEWER AND WATER\ 1488-PVT-SWR-WTR_SHT-04.dwg 7 ( / -~- -~- ---~ I I 7T7 C / \ C \ C, \ / / \,,,/\ \\ \. \" ., I 5.32 RIM // I I J ~~;-:p 0 P~OPOSE( WATER / ---smR~M~D~R~~- I , 22.rs-E IE 1 •---1.1 · -34.2 I 25.06 IE-I J 24.98 IE-QUT MH , --1 33.50 T --·28.20 l:J 13' 13' +----+->,,=...JI 6"@51.2% ll-t"-::-230 DF(fl ,1 72D OFU MAX .,_ - 8"@2.0% 1630 DFU 2640 OFU MAX ~- - - PRIVATE WATER LINE . C:::-SEE SHEET g- . / RIVA TE FIRE LINE PER SEP. PLAN & PERMIT ,F/1/J SEE SHEET 5 -~c _ _r __ 2248 FARADAY AVE.. CARLSBAD. CA 92008 TEI.; (760) 431-9896 FAX:(760) 431-8802 ff 11..1-----!l, l , Q=; --\-I '/ "- I -----I f I: DESIGN BY: E.E. DRAWN BY: G.A. DATE: SCALE ALLIANCE LAND PLANNING & ENQNEER1NG INC. 27451 TOURNEY ROAD SUITE 140 VALENCIA, CA 91355 TEL: (661) 799-2760 FAX: (661) 254-1929 OVIL ENGINEERING • LAND PLANNING • HlllSIDE DESIGN • SURVEYING ENGINEER OF~ CRAIG M. ITTEKER fifG 111 ., w w ' Cl) 11 f 111 05/06/16 1'=30' e,/~;1(p EXP: 6 /30 /18 SEWER DATA TABLE NO DELTA/BRG LENGTH SIZE MATERIAL (D N87"04'46"W 108.76' 8" PVC SOR 35 ® N01 "22' 46"W 99.13' 8" PVC SOR 35 ill N04"34'11 "E 77.45' 8" PVC SOR 35 © N04"34'11 "E 83.27' 8" PVC SOR 35 ® N85"25' 49"W 69.58' 8" PVC SOR 35 ® N85"25' 49"W 57.44' s·· PVC SOR 35 (I) N5410'34"E 129.18' 6" PVC SOR 35 ® N85"25' 49"W 66.00' 8" PVC SOR 35 ® N04"34'11 "E 173.74' 6" PVC SOR 35 @> N04"34'11 "E 67.02' 6" PVC SOR 35 DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL GRAPHIC SCALE 30 0 30 60 t I i I I , t j ( IN FEET ) 1 inch -30 IL "AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SH4ET I CITY OF CARLSBAD L!QJ ENGINEERING DEPARTMENT 0 PRNATE (ONSITE) SEWER AND WATER SYSTEM FOR: ROBERTSON RANCH WEST VILLAGE DWN BY: CHKD BY: Sc. RVWD BY: gc:. TLE SHEET PROJECT NO. MS 14-07 I DRAWING NO. _ 480-3F • ' f z ,. ~ I I I I ' -~ ;; z z ' IJ: ~ • CJ Il ~ 2 Gl 2 C: s:: OJ m Il CJ Il ~ 2 Gl 2 C: s: ca m Il NOlE: I I I I I L r --....._ ADD 100 FT TO ALL PROPOSED ELEVATIONS SHOWN I: \CAD\1488\SEWER AND WATI'R\1488-PVT-Sv.R-WTR_SHT-05.dwg / I I I« J.~::__ ___ _ SEE PROJECT~ I BOUNDARY \/ I I I I I I -\_7· ---J- I / "',/ . -->:8"@26.9%-\· ··-\ -/•-1802 0Fi1-..:_.--~ \ 2640 DFU MAX I --Ill----~:~~ SEE SHEET 4 ' I I/ I I -33.25 M 28.90 I -----. ··---------·----------__ .,_ --------··-·· ------· ---· d-L~-¥.-io--3·· ~-· ~~-= SHEET 6 2248 FARADAY AVE.. DESIGN BY: E.E. DATE: 05/D6L16 0~ CARLSBAD, CA 9200B TEL: (760) 431-9896 DRAWN BY: G.A. SCALE 1'=30' FAX:(760) 431-8802 ALLIANCE 27451 TOURNEY ROAD SUITE 140 ENGINEER OF WORK VALENCIA, CA 91355 LAND PLANNING & ENGNEIR!NG INC. TEL: (661) 799-2760 FAX: (661) 254-1929 6. 'f. ' Q\IIL ENGINEERING • LANO PLANNING • 1-llllSIDE DESIGN • SUR'v£YING 6/30/18 . WHITTEKER EXP: ' I, -_,_ -----J 48' [ EX. 12• WA1ER PER OWG. 480-3 -,------ 1-w w I en NO @ @ @ 0 ® @ @ @ @ SEWER DATA DELTA/BRG LENGTH SIZE MATERIAL N47"59"51 "E 78.18' 6" PVC SOR 35 S26"17"02"W 23.95' 6" PVC SOR 35 N04"34"12"E 99.68' 6" PVC SOR 35 S85"25' 48"E 76.98' 6" PVC SOR 35 S85"25' 48"E 145.16" 8" PVC SOR 35 S85"25' 48"E 48.28' 6" PVC SOR 35 so4·34•11·w 196.41' 8" PVC SOR 35 S19"40"22"W 38.33" 8" PVC SOR 35 S02"55'14"W 34.33" 8" PVC SOR 35 to ~ ~ n' co C GRAPHIC SCALE 30 0 30 60 t I 5 I • , t l ( IN FEET ) 1 inch = 30 ft. "AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE l---------------1-----+--t----i----1 I sH5EET I CITY OF CARLSBAD ~o :==='...'::::=:::::::E:::N::::G::::IN:::E:::ER:::l::::N::::G:::::D:::::E::::P=A=R:::::TM:::E:::N:::T==::'....:L'.Q_j==~ PRIVATE (ONSITE) SEWER AND WATER SYSTEM FOR: CITY ENGINE OWN BY: DA 1E INITIAL DA1E INITIAL CHKD BY: OlHER APPROVAL CITY APPROVAL RVWD BY: ROBERTSON RANCH WEST VILLAGE SC. l<C JASON S. GELDE~T =------,-----,--6 · I If, Z.D/ I, EXPIRES 9 30 16 DA TE PROJECT NO. DRAWING NO. MS 14-07 480-3F I(: a " D CD mo □o De ~~ ~en ~ " . ,. Dz ~rn ' ~ ~ c_ S: J: '-1H 0 • D ,a -: m.!71 • rn ; 01S ! wz z rn ~ • ' ! I □ II ~ 2 li1 2 C s: DJ m II □ I 2 li1 2 C s:: [D m II □ II ~ 2 li1 2 C s:: [D m II C □ ~$! G')~ 2 ,S:i.1i1 o:>2 oc I s:: Wro -nm II ' ,, . 1355 1282) EL I I I I I \ I I \ I I ) I I I I \ \ I NOTE: J I I I ADD 100 FT TO ALL PROPOSED ELEVATIONS SHOWN 0 l:\CAD\1488\SEV,ER AND WATER\1488-PV1-Sllfl-WTR_SHT-06.dwg SEE SHEET ,..,-,..,- oa ALLIANCE LAND PLANNING & ENGNEERJNG INC. 2248 rARADAY AVE. CARLSBAD, CA 92008 TEL: (760) 431-9896 FAX:{760) 4-31-8802 27451 TOURNEY ROAD SUITE 140 VALENaA, CA 91355 lEL: (661) 799-2760 FAX: (661) 254--1929 QIJIL ENGINEERING • LAND Pl.ANNING • l-lllSIDE DESIGN • SURVEYING 5 DESIGN BY: E.E. DATE: 05/06/16 DRAWN BY: G.A. SCALE 1'~30' ENGINEER OF WORK (-1- EXP: 6/30/18 I I I SEWER DATA TABLE NO DELTA BRG RADIUS LENGTH SIZE MATERIAL (j) N0812'37"W 70.92' 6" PVC SOR 35 '-+-------!----!----!---+------I {J) N81'47'23"E 95.80' 6" PVC SOR 35 --+--------+-----+-----+---+------; @ tF 13'07'17" 150.00' 34.35' 6" PVC SOR 35 '-+--------1-----!-----1---+------1 © N85'05'20"W 103.65' 6" PVC SOR 35 -+--------+-----+-----+---+------; @ N04'54'27"E 70.92' 6" PVC SOR 35 c.+--------1-----1-----1---+------1 @ N85'05'20"W 66.00' 6" PVC SOR 35 '-+--------1-----1-----1---+------1 (j) N04"54'27"E 73.34' 6" PVC SOR 35 --+--------+-----+-----+---+------; @ N04"54'27"E 56.16' 8" PVC SOR 35 '-+--------1-----1-----1---+------1 ® N87'21'38"E 35.20' 6" PVC SOR 35 -+--------+-----+-----+---+------; @ tF 1516'16" 244.00' 65.03' 6" PVC SOR 35 --+--------+------1------1---1------; @ N72'05'22"E 23.13' 6" PVC SOR 35 '-+--------1-----1-----1---+------1 @ N72'05'22"E 55.61' 6" PVC SOR 35 -+--------+-----+-----+---+------; @ tF 16'25'30" 150.00' 43.00' 6" PVC SOR 35 --+--------+-----+-----+---+------; @ N88'30'51"E 25.27' 6" PVC SOR 35 '-+--------1-----1-----1---+------1 @) N88'30'51"E 131.10' 8" PVC SOR 35 --+--------+-----+-----+---+------; @) N88'30'51"E 49.84' 8" PVC SOR 35 c+--------1-----1-----1---+------1 @ N53'55'19"W 28.45' 8" PVC SOR 35 '-+--------1-----1-----1~--+------1 @) N36'04'41"E 27.47' 8" PVC SOR 35 -+---------1------1------1c----1------; @) N02'32'17"W 44. 77' 8" PVC SOR 35 c+--------1-----1----;c----+------; ®) N88'16'50"E 66.87' 8" PVC SOR 35 '-+--------1-----1-----lf----+------1 @ N57'02'06"E 8.50' 8" PVC SOR 35 @--+--------+-----+-----+---+-----< N04'54'27"E 16.97' 8" PVC SOR 35 GRAPHIC SCALE 30 0 30 60 t • j i I p t I ( IN FEET ) l Inch -30 fL "AS BUil T" p_[. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE i----------------+---+----+--+---I I sH6EET I CITY OF CARLSBAD ~o ENGINEERING DEPARTMENT ~ ::=='....::::::========::::'....':::===: DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PRIVATE {ONSITE) SEWER AND WATER SYSTEM FOR: DWN BY: CHKD BY: RVWD BY: ROBERTSON RANCH WEST VILLAGE TITLE SHEET PROJECT NO. I DRAWING NO. MS 14-07 _ 480-3F I I ' ' CJ D ~ z Gl z C s: OJ m D CJ D ~ z Gl 2 C s: ID m :a CJ D § z (j) z C s: Cll m D 1:\CAD\1488\SEWER AND WATER\1488-PVT-SWR-WTR_SHT-07.dwg 00 1-w w I CJ) w w CJ) WEST SEE u ~· .;;;;j ,/ /// 0 / / / N 0 _,// / Tl ~ / I" / I! [If Oo~□ 0 0 1 // /// --1--r=L!J~ o o ' I 17 0 1~1[ 0 0 I 0 ------i i IJJ,:;L.LH:J~ I ,----9-)L i Bi::l_~w ,/ RANCH STREET SHEET 9 .1Y :<- 28' 14' 14' 14' " \ \ / 1/ r ,/ I\ \ -.... +------N //1 f'RIVA TE FlRE LI~ ~ER SEPARAl'r PLAN 'I I ca ALLIANCE LAND PLANNING & ENGINEERING INC. CIVIL ENGINEERING • LAND PLANNING • ; I =-__:_------:-__::_c 14' 6' ___ - 11' 2248 FARADAY AVE. DESIGN BY: E,E, DATE: 05L'.06L'.16 CARLSBAD, CA 92008 1'=30' TEL: (760) 431-9896 DRAWN BY: G,A, SCALE FA)(:(780) 431-8802 27451 TOURNEY ROAD SUITE 140 ENGINEER OF WORK VALENCIA, CA 91355 TB..: (661) 799-2760 FAX: (661) 254-1929 6-./6 HIUSIOE DESJGN • SUR\IE'llNG ITTEKER EXP: 6/30/18 ~ I> I ~ ·CJ u JJ . ~ ~ ~ . . ~ ' ~ ' ' ' • 2 z li1 ·. ~ 2 J: C: . D s: ;. 'U m ;: Dl z m z JJ m '" ~ ro l> I ll CJ D 'U JJ I • '.D □ ~ • □ C ' .. ~ .. 2 . --.Z G1 ~ 2 WAlER DATA TABLE J: C: □ s: :::-_~ . ;: Dl NO, DELTA/BRG. LENGTH SIZE MATERIAL z n, z JJ m '" (D N8T04'46"W 43.42' 4" PVC SCH 40 ~ ® N42"04' 46"W 18.26' 4" PVC SCH 40 @ NBT04'46"W 120,01' 4" PVC SCH 40 © N42"04' 46"W 23,27' 4" PVC SCH 40 @ N01 i 6'17"E 133.58' 4" PVC SCH 40 ® N42"04'46"W 19,33' 4" PVC SCH 40 (J) NBT04' 46"W 44, 19' 4" PVC SCH 40 ~ I ~ CJ I 11 JJ -'.D D ~ • □ C ' " ,~ . ro • 2 • ·,z li1 ,. ··~ 2 . :,: C: ~~ .. ~ s: ,:: Dl z m z JJ m '" GRAPHIC SCALE ~ 30 0 30 60 t I i ! • , t j ( IN FEET ) I inch = 30 ft. "AS BUILT" P,E, __ _ EXP,----DATE REVIEWED BY: INSPECTOR DATE 1---------------r------t--r---r--, I sH7EET I CITY OF CARLSBAD ~o ENGINEERING DEPARTMENT L____:I_Q_J ~====-=====::::::::::=:==:~==-===i PRIVATE (ONSITE) SEWER AND WATER SYSTEM FOR: ROBERTSON RANCH WEST VILLAGE TITLE SHEET CITY ENGINE DWN BY: DATE INITIAL DATE INITIAL CHKD BY: M., CITY APPROVAL RVWD BY: OlHER APPROVAL PROJECT NO, I DRAWING NO, MS 14-07 . 480-3F I WATER DATA TABLE NO. DELTA/BRG. G) N04"34"11"E (J) N85"25' 49"W @ N04"34'11 "E © N40"25' 49"W ® N85"25' 49"W ® N74"22'22"E {J) N5410'34"E ® N47"59"51"E ® N04"34'12"E @ N17"55' 49"W ® N04"34'11 "E NOlE: ADD 100 FT TO Ali. PROPOSED ELEVATIONS SHOWN LENGTH 237.91' 66.00" 315.25' 14.14' 124.97' 20.56' 90.88" 46.58' 46.58' 41.81' 18.62' le \CAD\1488\SEWER AND WATER\1488-PVT-SWR-WfR_SHT-08.dwg SIZE 2.5" 4• 4• 4" 4" 4" 4• 4• 2.5" 2.5" 2.5" MATERIAL PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 SEE I / / / ,' / / / PRIVATE FIRE / LINE PER SEP. PLAN & PERMIT / / / "' v--r r-r--=.,,::-'-rr<c~---<.J----s -~:+_-J--<0-' 'T---f""'---<i_ "' "' 5 SHEET oa ALLIANCE LAND PLANNING & ENQNEERlNG INC. 2248 FARADAY AVf.. CARLSBAD, CA 92008 Til..: (760) 431-9896 FAX:(760) 431-8802 27451 TOURNEY ROAD SUITE 140 VALENCIA, CA 91355 TEL: (661) 799-2760 FAX: (661) 254-1929 OIJIL ENGINEERING • LAND PLANNING • tlllSIDE DESIGN • 9.JRvt'r'ING DESIGN BY: E.E. DATE: DRAWN BY: G.A. SCALE ENGINEER OF WORK 05/06/16 1'=30' ----- (-1./6 EXP: 6/30/18 \ \ ,• / ./ '·' 9 / ,/ . \ /. f \ //' V-G \ / '• . /. \ \ \\ C 1-w w :::c (I) w w (I) GRAPHIC SCALE 30 0 30 60 t ( . j _, , r-:, t j ( IN FEET ) I inch -30 fL "AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1---------------------+---t----i-------t I sH8EET I CITY OF CARLSBAD ~o ENGINEERING DEPARTMENT ~ ~='....'.:::=========::::...:::====; DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PRIVATE (ONSITE} SEWER AND WATER SYSTEM FOR: ROBERTSON RANCH WEST VILLAGE TITLE SHEET JASON S. GELDERT =-=::=?~Y-~ aL_--.,..-.,..-£,J'f, u/6 CITY ENGINE 30 16 DA TE DWN BY: -=-PROJECT NO. I DRAWING NO. CHKD BY: fh MS 14-07 480-3F RVWD BY: ~ ~-------- l -- ; □ II ~ 2 (j} 2 C: s CJ m D □ i 2 (j} 2 C: s [IJ m II □ D ~ 2 (j} 2 C: s m m D ' , WAlER DATA TABLE NO. DELTA/BRG. @ S26"17'02"W @ N04"34'12"E § N40"25' 48"W @ N85"25" 48"W @ N04"34'11 "E @ N04"34'11"E @ N49"34'11"E @ N87"04' 46"W @ N62"46'12"W @ N40"16'12"W @ N04"34'11"E NOTE: ADD 100 FT TO ALL PROPOSED ELEVATIONS "SHOWN LENGTI-1 28.16" 100.78' 16.99' 335.01' 127.26" 99.79' 19.74' 63.98' 62.21' 16.14' 44.83' I, \CAD\1488\SEWER AND WA TER\1488-PVT-SWR-WTR_5HT-09.dwg SIZE 4" 4" 4" 2.5" 4" 2.5" 4" 4" 4" 4" 4" I I # ~TRACT BOUNDARY BLDG. 17-MA/llrT. f=F•35.5o PAD•34.25 t--1-1 -/ V I j ---- I MATERIAL PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 k w .5". -- SEE G I • ~ B "' ' SEE I I G I SHEET f9.oo · IE "' I 8.97 BOP 2.5" .9 OP 15 SHEET ca 22-48 FARADAY AVE. CARLSBAD, CA 92008 TEL: (760) 431-9896 FAX:(760) 431-8802 27451 TOURNEY ROAD SUITE 140 ALLIANCE LAND PLANNING & ENGNEERING INC. VALENCIA, CA 91355 TEL: (661) 799-2760 FAX: (661) 254-1929 CIVIL ENCl~NG • LAND PL>HN!NG • HlliSIDE DESIGN • SURVEYING TRACT BOUNDARY 8 DESIGN BY: E.E. DATE: 05/06/16 DRAWN BY: G.A. SCALE 1'=30' ENGINEER OF WORK EXP: 6 /30 /18 ~j --1 1: ------==1,: ,.,~· /'L- /,//r--~--=----'- 3D" TRACT BOUNDARY j 10 I I I I I I i ' ' I ' / ! w > -a:: 0 w (9 <( (9 I ! I / r-- 1-w w I Cl) w w Cl) 30 ~ ' I GRAPHIC SCALE 0 30 j • J t ( m FEET ) I inch -30 ft. "AS BUil T" P.E. __ _ EXP. ___ _ DA TE INITIAL OlHER APPROVAL REVIEWED BY: INSPECTOR APPROVED: CITY ENGINEE DWN BY: DATE INITIAL CHKD BY: --.,,-,~ CITY APPROVAL RVWO BY: PROJECT NO. MS 14-07 6D j DATE DATE DRAWING NO. 480-3F ----- -. • " ~ B "lJ -JJ 0 0 C •-~ ' . ·.z .-~ I 0 " ' /TI :. s: '"z z ~ u; 0 ~ CJ JJ ~ -2 (il 2 C s: Ill m :0 □ :0 ~ 2 (il 2 C s: Ill m :0 □ :0 ~ 2 (il 2 C s: Ill m :0 WATER DATA TABLE NO. @ @ @ ® ® @ ® @ ® ® @ DELTA/BEARING N8T04'46"W N4T55'14"E N02"55'14"E N80'31 '08"W N09"28'39"E N09'28'39"E N86'54'56"W !1=16'41'27" N76'39'34"E !1=15'16'16" N88'04'1 O"W NOTE: ADD 100 FT TO ALL PROPOSED ELEVATIONS SHOWN LENGTH 53.88' 7.07' 133.30' 159.80' 130.60' 56.98' 218.41' 39.04' 79.46' 67.97' I 78. 78' I: \CAD\1488\SE\\1':R AND WA TER\1488-PVT-Sv.R-Wffi-5HT-10,dwg SIZE 4" 4• 4• 4• 2.5" 4• 4• 4• 4• 4• 2.5" .MATERIAL PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 . PVC SCf;I 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 PVC SCH 40 ,, ------------- - - --- -- -- ----- - - ----- __J I I I I I I I I I ffi ACT _.,.,------1 BOUNDARY I I I I J f f I -------J _J_ ' +--____ ; i ' I J I 1/ 1/ --- SEE 111 Iii-,-- SHEET on ALLIANCE LAND PLANNING & ENGINEERING INC. 2248 FARADAY AVE. CARLSBAD, CA 92008 TEL: (760) 4.31-9896 FAX,(760) 431-8802 27451 TOURNEY ROAD SUITE 140 VALENCIA, CA 91355 TEL: (661) 799-2760 FAX: {661) 254-1929 Cl'v1L ENGINEERING • LAND PLANNING • HlllSIJE DESIGN • SUR'vfYlNG DESIGN BY: E.E. DRAWN BY: G.A. ---- ENGINEER OF WORK 9 I I DATE: 05/06/16 SCALE 1'=30' --'-'---- DATE INITIAL EXP: 6 /30 /18 OlHER APPROVAL DATE INITIAL CITY APPROVAL ,I ,. TITLE SHEET I I I I 60 l APPROVED:;t '/ ;,; JASON S. GELDERT --~~~-L!!_ ,~v~ ____ £• /t,/• l,OJb CITY ENGINE.i'.R RCE 63912 EXPIRES 9 /30 /16 DA TE DWN BY: __ _ CHKD BY: Sc. RVWD BY: v, PROJECT NO. MS 14-07 I DRA'MNG NO. _ 480-3F ' I CJ ]J ! 2 [j) 2 C ~ OJ m ]J CJ ]J § 2 [j) 2 C ~ OJ m ]J