HomeMy WebLinkAboutDWG 519-5; CT 16-02; OCEAN CONDOMINIUMS; 01-0817OCEAN CONDOMINIUMSTITLE SHEETtgiCIVILCIVILNo. 58274Exp. 06.30.2020No. 58274Exp. 06.30.2022GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WlLL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE 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 APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WlLL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WlTHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA WlNG 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 WlLL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WlTHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCT/ON MEETING SHALL BE HELD 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) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEER/NG 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE IN5PECTION IS NEEDED INSPECTIONS WlLL 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. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH 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 STANDARD$ £$TARI !SHED RY IHE CONSTRUCTION SAFETY ORDERS Tm E B CALIFORNIA ADMINISTRATIVE 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 CONSTRUCTION, QPERATIONS W/1 I CEASE IMMEDIATFI Y: AND THE PERMITTEE WlLL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, 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 LIST OF CITY HOLIDAYS IS 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 HAUL 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. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCT/ON 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 IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WlTHIN 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 THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRucnoN NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (DIG ALERT) 811 SDG&E (800)411-7343 AT&T (619)237-2787 SPECTRUM CABLE (800)227-2600 COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 "CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 "SAN DIEGU/TO WATER DISTRICT (760)633-2650 *LEUCADIA WASTEWATER DISTRICT (760)753-0155 *VALLECITOS WATER DISTRICT (760)744-0460 *OLIVENHAIN WATER DISTRICT (760)753-6466 *BUENA SANITATION DISTRICT (760)726-1340 x1330 • AS APPROPRIATE 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 SA TISFACT/ON OF THE CITY ENGINEER. STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD 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 WlLL BE ALLOWED. ALL LUM/NA/RES SHALL BE ·cur 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 IS TO BE ABANDONED IT SHALL BE REMOVED WlTH/N TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WlTH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WlLL BE PLUGGED WlTH 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 V1 OF THE CITY OF CARLSBAD LANOSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WlTHIN 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 ENGINEERING INSPECTOR. 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN (100 WATT) HIGH EFFICIENCY INDUCTION LIGHTS. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WlTH THE "CITY OF CARLSBAD ENGINEER/NG STANDARDS (LATEST EDITION), VOLUME 1-GENERAL DESIGN STANDARDS, CHAPTER 6-DES/GN 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 CITY'S 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" (LA TEST 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 OPERATIONS' PUBLIC WORKS MANAGER. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING 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 CA THOD/C 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 7" (UNLESS OTHERWlSE NOTED ON PLANS). 8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL (UNLESS OTHERWlSE NOTED ON PLANS). 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 IS 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) IS 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 WlRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WlDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VAL VE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST 15. B ELOW 4TTBOX. WlRE IS NOT TO INTERFERE WlTH 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 LECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, £ I E OR APPROVED EQUAL. PROVIDE 24 NCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING QUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WlRE. PROTECT WlRE INSULATION FROM DAMAGE DURING NSTALLA TION AND BACKFILLING. WIRE /NSULA TION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. B STRANDED COPPER WlRE WlTH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIF/CALLY DESIGNED FOR DIRECT UR/AL IN CORROSIVE SOIL OR WATER. POLYETHYLENE /NSULA TION SHALL CONFORM TO STM D 1248, TYPE 1, CLASS C. WIRES WlTH CUT OR DAMAGED INSULATION ARE NOT CCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL B A A B E REQUIRED AT THE CONTRACTOR'S EXPENSE. CONTRACTOR TO SUBMIT AN E-28 FORM TO CMWD A MINIMUM OF TWO WEEKS p RIOR TO ANY SCHEDULED SHUTDOWN. PREPARED UNDER THE DIRECT SUPER VISION OF: llofESS/o ~ ~ ~\)SSEL }','/"I( ummmrn (]:lffiffiODCDP □~®□ ~$' "';.< ~ ,._ "" 0 C, ei,.., .-p_ -2' -.. m Geotechnical Engineering • Civil Engineering "' m .,_ "' 301 Mission Avenue • Suite 201 • Oceanside • CA • 92054 tel. 760.721 _ggon • ~-""'0.721.9991 • www.viaitTGl.com "°>. ~'f' ,,.,..-..._ .AC" • ~ 'fl', "di-:. /-1 I; OF CAL If ( 12!17D021 LARRY R ~AYLOR RCE'§[i2 4, EXPIRES 06/30/2022 DATE 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), CAL TRANS STANDARD SPECIF/CATIONS (JULY 2006 OR LA TEST VERSION THEREOF), THtSE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 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 WlTHIN A 500' PERIMETER OF THE CONSTRUCT/ON 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 ANO 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 LOCATED. 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 OTHERWlSE 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 DRAWlNG M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YEUOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION1, 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 IS A TT ACHED 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 AVENUE. 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 OM1-3 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 TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY I AND SURVEY METHODS FROM INFORMATION GATHERED ON MARCH 18 21 2019 BY M.C. SPIRO & ASSOC/A TES TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WlTHIN ASSESSORS PARCEL NUMBER 155-200-10-00 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 205 E ___ ~62=2~4 _____ _ BENCH MARK DESCRIPTION: STATION NUMBER 129 "BM C-155" LOCATION: FD .3" SAN DIFGO CO DISK ON TOP OF CONCRETE SIGNAL BASE 500' N OE COAST HIGHWAY 101 /NTER5fCTTON WITH RA/I ROAD RECORDED: 5/18/2001 ELEVATION: 20 04 FEET DA TUM: NGVD 29 "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT 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 IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: TAnOR GROUP /NC ADDRESS: ID/ MLS$11QN AV£ STE 20/ CITY, STA TE: OCEANSIDE CA 92054 TELEPHONE: (760) V/-9990 BY.~I~ ~ u , ... . LA TAYLORI DATE: 12/14/2021 '1,-,; 0~ 01f"dl-:• -CA STRUCTURAL (POST-CONSTRUCTION) BMP TABLE STORMWA TER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIFICA TION? ~ STANDARD STORMWA TER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS ~ YES (Sf£ SIWIP FOR DOCUMENTATION) NO INDEX OF SHEETS SHEET 1 TITlE SHEET SHHET 2 KEY MAP SHEET 3 STA TE STREET SURFACE IMPROVEMENTS PLAN AND PROFILE SHEET 4 STA TE STREET WATER AND STORM DRAIN PLAN AND PROFILE SHEET 5 CMIID EASEMENTS SEWER AND WATER PLAN AND PROFILE SHEET 6 SEWER BYPASS PLAN SHEET 7 WATER HIGHLINING PLAN REFERENCE DRAWINGS DWG. NO. 519-5A GRADING PLANS FOR OCEAN CONDOMINIUMS DWG. NO. 409-9 STREET IMPROVEMENT PLANS FOR STATE STREET DWG. NO. 484-2 IMPROVEMENT PLANS FOR STA TE STREET TO'MIHOMES DWG. NO. 484-2A GRADING PLANS FOR STA TE STREET TO'MIHOMES DWG. NO. 469-3 HOME PLANT LS & FORCE MAIN RPL DWG. NO. 156-4 DWG. NO. 153-9 LAGUNA DR & STA TE ST STORM DRAIN IMPROVEMENTS DWG NO. 266-8 STA TE ST STORM DRAIN INTERCONNECTION DWG NO. 215-9 CENTRAL BUSINESS STORM DRAIN BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS PLAN IS THE CALIFORNIA COORDINATE SYSTEM 83, ZONE 6 AS DETERMINED LOCALLY BY THE LINE BETWEEN HORIZONTAL SURVEY CONTROL NETWORK FIRST ORDER STA T!ONS CLSB 139 AND CLSB 130 AS SHOWN ON RECORD OF SURVEY NO 172 71. IE N2/°00'57"E DEVELOPER CARLSBAD 17 GP, LLC 234 VENTURE STREET, SUITE 100 SAN MARCOS, CA 92079 TEL: 760.759.2260 PROJECT ADDRESS 2501 STA TE STREET CARLSBAD, CA 92008 VICINITY CITY OF OCEANSIDE ?a MAP NOT TO SCALE CITY OF VISTA PACIFIC OCEAN CITY OF ENCINITAS TOTAL DISTURBED AREA = 0 9110 ACRF (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, 50/L/GRA \/EL PILES. UTILITY TRENCHES, BACKFILL CUTS, AND SLOPE KEYWA YS) TOTAL REPLACED IMPERVIOUS AREA = O 402 ACRF TOTAL PROPOSED IMPERVIOUS AREA -o 526 ACRE TYPE DESCRIPTION 011'NERSBIP MAINTENANCE SHEET NO. IWNTENANCE AGREEMENT FREQUENCY PLANTERS B/0.01-BI0.08 BMP MAINTENANCE 8,11 BIOF/L TRA llON HOA WEEKLY ON PODIUM DECK AGREEMENT 1111/-/ CITY DWG 519-SA FILTER CURB INLET FILTER INSERT CITY MAINTAINED BY CITY 3 QUARTERLY II\ STA TE STREET DWG 519 5 DA1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION 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. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THESE PLANS 4. RESOLUTION NO. 2017-091 DATED MAY 23, 2017 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) 6. SOILS REPORT AND RECOMMENDATIONS BY TAYLOR GROUP, INC. DATED APRIL 24, 2020 Z THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS -NOT APPLICABLE 9. STORM WATER POLLUTION PREVENTION PLAN -TIER 2 SWPPP PER DWG 519-5A 10. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY TAYLOR GROUP, INC. DA TED AUGUST 30, 2020 11. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. DESCRIPTION TRACT BOUNDARY /ROW EXISTING TOPOGRAPHIC CONTOUR EXISTING WATER LINE EXISTING SEWER LINE EXISTING STORM DRAIN EXISTING SEWER FORCE MAIN EXISTING GAS LINE EXISTING MANHOLE EXISTING RETAINING WALL EXISTING SPOT ELEVATION PROP. SPOT ELEVATION 6' PCC CURB & GUTTER 6" PCC CURB 4 • THICK PCC SIDEWALK NEW DRIVEWAY APPROACH REPLACE EXIST PCC DRIVEWAY (6" THICK) TRUNCATED DOME CURB RAMP -TYPE C COLD MILL AND OVERLAY 2• AC RELOCATE EXISTING STREET LIGHT DUCTILE IRON TRANSITION COUPLING 8"x8"x6" TEE WITH THRUST BLOCK 6" PVC (DR-18) FIRE SERVICE 6" DCDA 6" GA TE VAL VE LEGEND DWG. NO. SDRSD G-2 (TYPE G) SDRSD G-1 SDRSD G-7 SDRSD G-14A ,,. SDRSD G-14A ,,. SDRSD G-31 SDRSD G-29 CMOO STD W-15 CMOO STD. W-2 CMWD W-22 CMOO STD. W-13 & W-16 8" GATE VALVE CMWS STD. W-13 & W-16 2" MANUAL AIR RELEASE VAL VE 2" BLOWOFF VAL VE REPLACE EXIST FIRE HYDRANT CMWD Sm. W-12 THRUST BLOCKS CMWD W-15 & W-19 7" IRRIG SERVICE WITH 1" METER CMW Sm. W-3, W-8, W-20 AND BACKFLOW DEVICE 2" DOMESTIC WATER SERVICE WITH 2" CMWD Sm. W-4, W-8, W20 METER AND BACKFLOW RECONNECT EXIST. 3" DOMESTIC WATER CMW STD W-4, W-8, W-21 SERVICE, METER AND BACKFLOW RECONNECT EXIST. 1" IRRIG. SERVICE, CMW Sm. W-3, W-8, W-20 METER AND BACKFLOW REDUCED PRESSURE BACKFLOW DEVICE TRENCH RESURFACING COG Sm. GS-25 AC PAVEMENT (4"AC/5" CL2 AB) 8" PVC (DR-18) WATER COG Sm. W-2 12" PVC SEWER MAIN COG STD 5-5 SYMBOL QUANTITY -36---->'i---f-\1 ---G---, FG .3250 I . I ~ I fl I o--------¢ FS ► f-8 78 LF 180 LF 408 SF 244 SF 269 SF 5 EA 1 EA {167 SF) 3,128 SF 1 EA 3 EA 3 EA 1 EA 1 EA 3 EA 8 6 EA 1 EA 1 EA t 2 EA JJ.. 4 EA ~ /EA RPZ ~ 1 EA RPZ ®~ /EA RPZ ®~ 1 EA RPZ c!a [~~~:_§~~ 73 LF l727Z21 1,296 SF ---w---260 LF ---S ---246 LF 4" SEWER LA TERAL COG STD 5-6 & 5-7 Ooc,o:---S ---1 EA 25 LF 1 EA ---so---SDRSD D-27 18" RCP STORM DRAIN IN ROW SIDEWALK UNDERDRAIN PIPE CURB INLET FILTER INSERT ------H-.-_,cc:-,-=H · 1 u BID-CLEAN MODEL BIO-CURB-MLS-18 (SEE DETAIL ON SHEET 3) 1 EA • CITY OF CARLSBAD STANDARD -COG .. CARLSBAD MUINICIPAL WATER DISTRICT STANDARD DRAWING -CMWD ••• SDRSD AS MODIFIED BY CITY OF CARLSBAD "AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: ROW2019-0692 RP16-08 APPROVED: JASON s. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 /30 /22 DATE OWN BY: I I I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: TC RVWD BY: 7"C CT 16-02 519-5 OTHER APPROVAL CITY APPROVAL DocuSign Envelope ID: 7F64001E-8287-43B4-84F0-22DC9779B9A01/18/2022
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WWWWWWWSSSSSSSSHEET 5 - WATER & SEWERSHEET 6 - SEWER BYPASSSHEET 7 - WATER HIGHLINESHEET 3 -STREET IMPROVEMENTSSHEET 4 - WATER & STORM DRAINLAGUNA DRIVESTATE STREET
TYPICAL PROPOSED STREET SECTION - STATE STREETAC PAVEMENT JOINT DETAILTYPICAL EXISTING STREET SECTION - STATE STREETtgiCIVILEASEMENT NOTES27OCEAN CONDOMINIUMSKEY MAP AND SIGHT DISTANCE EXHIBITNo. 58274Exp. 06.30.2022w QJ IND/CA TES A 8' WIDE EASEMENT FOR CONSTRUCTION OF SE'HERS, MANHOLES, AND APPURTENANCES IN FAVOR OF THE CARLSBAD SANITARY DISTRICT, RECORDED JULY 18, 1952 AS BOOK 4531, PAGES 216 AND 220 OF OFRCIAL RECORDS. IND/CA TES A 12' WIDE EASEMENT FOR POLE LINES, UNDERGROUND CONDUITS AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGO GAS AND ELECTRIC COMPANY, RECORDED NOVEMBER 13, 1975 AS DOCUMENT NO. 1975-318451 OF OFFICIAL RECORDS. INDICATES A 10' WIDE EASEMENT AND RIGHT-OF-WAY FOR INSTALLATION AND MAINTENANCE OF WATER PIPELINES IN FAVOR OF CARLSBAD MUTIJAL WATER COMPANY, RECORDED APRIL 12, 1954 AS BOOK 5282 PAGE 544 OF OFFICIAL RECORDS. IND/CA TES A 4' WIDE EASEMENT FOR GUY POLES AND/OR ANCHORS AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGO GAS AND ELECTRIC COMPANY, RECORDm JANUARY 23, 1958 AS BOOK 6919, PAGE 304 OF omCIAL RECORDS. THE LOCATION ANO EXTENT OF SA/0 EASEMENT CANNOT BE DETERMINED OF RECORD AND IS NOT PLOTTEO HEREON. SW ROW NE ROW :o,o: ' 30,0v 30,0v e--S.00 22.0,, 18.0: ''T'~ lTYPE G-2 C&G TYPE G-2 C&G\ PCC S/W PCC S/W ,.,_,="-" "-'-' ···'I .. --"--'··.,'-'--2'.c,·.·--•' ,._ .. ,;, I, ,,,.,Ju I " (~~ ' " '.,, -----NO SCALE SW ROW NE ROW '.::0.0.., 30.00 -r 30.0,, ~s.oo~ H 22.00 18.0v -5.50------6.50~ NEW PCC a '<I 2'' AC OVERLAY TO CL s/w """I --~1 I 2% / ~ 2~ 2iI. '"':,_:...:;::;,:ID>":... ·'"""-..-,..-"''::ii-• ,..,., ~.r__._~•=,i,••,.-··~ . ~-~-~ SEE DETAIL BELOW NO SCALE T.l.=6.O PROPOSED 6" CURB & GUTTER PER SDRSD/;_--2-,---TO CENTERLINE i 2% EX. AC PROPOSED FULL DEPTH SECTION-4" AC OVER 6" CLASS II AB (SEE DWG 519-5, STREET NOTE I ON SHEET I) EX. BASE GRIND TO STREET CL FOR MIN. 2" OVERLAY NOTE: FINAL PAVEMENT SECTION SHALL BE DETERMINED BASED ON R-VALUE TEST FOR UPPER /2" OF SUBGRADE. SEE "GEOTECHNICAL DESIGN REPORT, PROPOSED OCEAN CONDOMINIUM PROJECT, 2501 STA TE STREET" PREPARED BY TAYLOR GROUP, INC., TGI PROJECT NO. 19.00911, REVISED APRIL 24, 2020 D: \DRAWING FILES\TITLE SHEETS\GRADING TITLE SHEET.DWG REVISED: 02/15/7 7 I I 11 /:I l. NCTD PROPERIY APN 155-200-12. "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE L Ill c::, //;Tu 2j,j_)sfATp~TREET APN1 155+ 200;.__04 -- - -- -- -- - - --\ \ \ \ \ \ i i i i i \ \ \ .. \ 20 0 20 (FEET) SCALE PREPARED UNDER THE DIRECT SUPERVISION OF: -LARRY R. 'O'ffi\JOJIJ[B CB03ffi00[P p □rn®□ Geotechnical Engineering • Civil Engineering 301 Mission Avenue • Suite 201 • Oceanside •CA• 92054 tel. 760.721.99 0.721.9991 • www.visitTGl.oom RCE I 40 12/17/2021 DATE STATE STREET TOWNHOMES APN 203-054-34 \ \ \ \ \ ---i t---+----+-----------+---+---t------,f----11 SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT :==::::'...'.:===========:'...'.::::=~ IMPROVEMENT PLANS FOR: 1 DATE INITIAL DATE INITIAL DATE INITIAL ENGi NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ROW2019-0692 APPROVED: ENGINEERING MANAGER OWN BY: LRT CHKD BY:_~_ RVWD BY: ff RP16-08 JASON S. GELDERT RCE 63912 EXPIRES 9 30 22 DA TE PROJECT NO. CT 16-02 DRAWING NO. 519-5 DocuSign Envelope ID: 7F64001E-8287-43B4-84F0-22DC9779B9A01/18/2022
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S SEE DETAIL A ON THIS SHEETTTTTTTTTTTTTTTTTTTTTTTTTWWWWGGGGGGGGGGGGGGGGDRIVEWAY CENTERLINE PROFILE AT STA. 0+34.96DRIVEWAY CENTERLINE PROFILE AT STA. 1+03.18EETTTTGG37OCEAN CONDOMINIUMStgiCIVIL STREET IMPROVEMENT NOTESSTATE STREET PLANSTREET DEMOLITION NOTESDETAIL A. PEDESTRIAN RAMP AND STREET LIGHT RELOCATION DETAIL UTILITY COORDINATION NOTESNo. 58274Exp. 06.30.2022FOR USE IN CURB INLETS WITH WINGSBIO CLEAN MODEL BIO-CURB-MLS-18 CURB INLET SCREENING FILTER WITH TROUGH SYSTEM10 ' " -.1---C) ~ --t--t--t---t---t---t-f-f-f-t-t-t-t-t-t-+-+-+-+-+-+-+-+-++++-+-+-+-+-+-+-+-+--t---t---t---t---t-f-f-f-t-t-t-t-t-+-+-+--+c-,+-+-+-+-++++-+-+-+--'t'w--t-+-+-+--+---t---t---t---t-l---cl=j,-cf--t-'F'-----t-----+-----t<:5--t--' ~ 5 I') L--f---1--c:i ~ 1. EXISTING CURB, GUTTER, SIDEWALK AND DRIVEWA Y.S SHALL BE REMOVED ALONG THE PROJECT FRONTAGE TO THE NEAREST JOINT BETWEEN STA. 0+04 TO STA. 1+77 0 o EXIST. FS@ CL, _...-0 ~,:±-3 --t--t---t---t---t---t-f-f-t-t-t-t-t-t-t-+-+-+-+-+-+-+-+-++++-+-+-+-+-+-+-+-+--t---t---t---t----cSi>---f-f-t-t-t-t-t-t-+-+-+"'~~-~=+---t---t---t---t-bf--J=-1--+-,_.-+-+-+-+-+-+-+--+---t---t---t---t-f-~~~~4--+-+--+------t----.,~~,~~--+--~ -v, ~ ----~ -~ c.r, co ::J ~ 2. REMOVE EXIST. CONDUIT AND WIRING FOR STREET LIGHT FROM STA. 1+08 TO STA. 1+29.5 ' 00 >-0, v-f'l ~ Oj !-aJ --+--+---t---t---t---t-f-f-t-t-t-t-t-+-+-+-+-+-+-+-+-+-++++-+-+-+-+-+-+--+-+-+--+---t---t----cl":kli-f-f-t-t-t-t-t-+-+-+-i-"f-+-+-+-+-++++-+-+-+-+-+-+--+-+-+--+---t---t---t---t-f-t--"-t"'-t-t-t--+-----+-----+-cs :,::l _,_ 7A --+~;S IJ o -(I) o_ --t--f---j---j---j---j-f-f-t-t-t-t-t-t-t-t-t-t-t-t-t-t-t-t-t-t-c-ll,'-;,-" t-t-t-t-t-t-t-t-t-t-t---'J~4'-1,_f--=i--f--"'f--+--+-+--t--t--t--t--t--t---t---t---t---t-f-f-t-t-t-t-t-t-t-t--H"!l-t-t-t-t-t-t-t-t--+-+-+---t------t-----l--~ QC-c:::, LO - -V) -....:::;, ::,l!: r r 70 10_ .. . .. .. . .. .. . L..----' . .. --1-N ..., ..-------= ~= -~ ------------• XI T. 0£i R4MP ,,, .. Y :UL I) PROF/I£ SCALES HORIZ: 1 INCH = 10 FEET VERT: 1 INCH = 2 FEET . .. EXIST. FLOWLINE NOTE: EXISTING LIP OF GUTTER ' EL. FLOWLINE +0.125' ::: "·. .. . ::. i---.11_::: / .... • \ \ I I \_ p OPOSED FLOWLINE 1---1----1-----1---"!=-EXISTING LP OF GUTTER EL. FLOWLINE +0.125' +-------+-----+--STAINLESS STEEL DRIVE PIN E TROUGH TROUGH POSITIONS FILTER BASKET DIRECT/ Y UNDER MANHOLE OPENING FOR EASY ACCESS WEIR FIBERGLASS DIVERT[R TO CHANNEL ALL WA T[R FROM WING TO TROUGH TROUGHi• :_ ; • STAINLESS STEEL _f•_~ __ ',•:-(: DRIVE PIN · '"-. .·', --!:~•-'-:· MULTT-LEVEL/ DETAIL OF MOUNTING DETAIL OF PARTS SCREENING BASKET IBERGLASS DIVERT[R TO CHANNEL ALL WA TER FROM WING TO TROUGH 1 z __ ·_:-~ /./~ ......... ---P-.:: .··. J:==,,~-" '.-•-. '. -.•· ·;\'· .... \ o+oo 0+50 1+00 1+50 30" MIN/MUtJ.·. . :;. --MULTI-LEVEL ,:C; SCREENING BASKET DETAIL OF CONFIGURATION NOTE: CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES INCLUDING ELECTRIC, GAS, CABLE AND TELEPHONE CONDUIT PRIOR TO CONSTRUCTION .· (} t--f.---OUTLET PIPE NOTES: I I V f8" ---,v:HYDROCARBON j j BOOM ~----.,.-,--~--,'-~.v:3/4" #13 STAINLESS ST[EL FLATTENED r MANHOLE O.P •. E.N·.•l·N·G.o , :~~• -' 24" FRAME AND:°-::•>••~ 'i•x,,,i<\'-')':·/~';;;c -~---J ~ EXPANDED ~ ~ ~ ~ vOARSE SCREEN .1-::::=:i l8888828:i 122Q22s; ~ 4 X 4 MESH 18" V = '-J STAINLESS STEEL ~~ FLATTENED EXPANDED ED/UM SCREEN IO X IO MESH STAINLESS STffL 16" 0/A FILTER HOUSING HANDLE FOR REMOVAL D D SIDE WEW HANDLE MOUNT TOP WEW MULTI-LEVEL SCREEN FINE SCREEN 14 X 18 MESH STAINLESS STEEL 35 MESH STAINLESS STEEL 18ll DIA FILTER FLANGE ~ ~ , ... , .. ,. ! g ~; F/LT[R ilSERTED AND REMOVED FROM MANHOLE l OPENING l\1THOUT J NEED OF ANY EQUIPMENT j MLS INSTALLATION ' ' ' ' ' I. TROUGH SYSTEM MANUFACTURED FROM MARINE GRAGE FIBERGLASS, GEL COATED FOR UV PROT[CTTON. I I I I -. --.a-"j,y.;C-""" NOTE: A RIGHT-OF-WAY PERMIT IS REQUIRED FOR ALL PAVING AND OTHER WORK LOCATED WITHIN THE RIGHT-OF-WAY AND PUBLIC UTILITY EASEMENTS / ,_ ------ro SEE SHEET 4 FOR WATER, SEWER AND STORM DRAIN IMPROVEMENTS IN STA TE ST I ' I I I I 1--1 I () 1. 2. 3. 4. 5. 6. 7. 8. 9. 2. SYST[M ATTACHED TO THE CATCH BASIN WITH NON-CORROSIVE HARDWARE. 3. FILTER MANUFACTURED OF 100% STAINLESS STEEL DETAIL OF PROFILE 4. FILTER MAD£ OF NON-CLOGG/N SCREEN WITH 4. 7 MM OPENINGS AND MEETS FULL CAPTURE REQUIREMENTS. WEIR DETAIL 5. FILTER CAN BE FITTED WITH HYDROCARBON ABSORBENT BOOM 6. CONSIDERS A SAFETY FACTOR OF 2.0 l BYPASS IS FACILITATED WA OVERFLOW OF THE TROUGH SYSTEM AND IS EQUAL TO THE CAPACITY OF THE CURB OPENING 8. STORAGE CAPACITY BASED ON THE BASKET HALF FULL CONSTRUCT 6' CURB & GUTTER PER SDRSD G-2 CONSTRUCT 4• THICK PCC SIDEWALK PER SDRSD G-7 CONSTRUCT DRIVEWAY APPROACH PER SDRSD G-14A {MODIFIED TO REDUCE RAMP AND SIDEWALK WIDTH TO MATCH AVAILABLE ROW WIDTH) REPLACE EXISTING DRIVEWAY APPROACH PER SDRSD G-14A (MODIFIED TO REDUCE RAMP AND SIDEWALK WIDTH TO MATCH AVAILABLE ROW WIDTH) INSTALL TRUNCATED DOME PER SDRSD G-30 COLD MILL AC PAVEMENT MIN. 2• TO STREET CENTERLINE OVERLAY 2" MIN. AC PAVEMENT SAW CUT AND REMOVE EXISTING AC 24" FROM NEW EDGE OF GUTTER. SLOT PATCH FULL THICKNESS AC TO MATCH EXISTING 2.0' DEPRESSED C&G-+------i----J.5' RAMP---+---4.0' SIDEWALK--~ C, g;; -6"-C, "' "' ") ") -~i:20,_ __ =-!:=2:'.::%=-----"'i:2"---'26%~. !'!-:c__ FS 33. 66 ~1/2"R ~ _ FL 33.58 ------+::::::::::y"'-'FS 33. 71 '-' ~1/2"R NO SCALE {VERTICAL=2X HORIZONTAL) 10. REMOVE EXISTING STREET LIGHT FROM STA. 1+08.88 AND INSTALL NEW LED STREET LIGHT AT 2.0' DEPRESSED C&G+-----+---3.6' RAMP---+---4.0' SIDEWALK---.,,1 ~ STA 1+28.30 PER CITY OF CARLSBAD PUBLIC STREET AND TRAFFIC STANDARDS ~ ,..., ") -6"-_,,$$ ·-;_/" ----11. INSTALL NO. 3-1/2 ELECTRICAL PULL BOX FOR STREET LIGHT __ Si:2L---==•<:::::=2%==•=------'i:2,,,,___""2""z'=!!::......_ ~l/2"R ~ . ' 1. 2. 3. 4. '207' +/---,-1 EXIST. POWER POLE AND OVERHAED ELECTRIC TO REMAIN -PROTECT IN PLACE PROPOSED TRANSFORMER PAD PER SEPARATE SDG&E UNDERGROUND UTILITY PLANS EXIST. PE HIGH PRESSURE GAS LINE TO BE PROTECTED IN PLACE EXIST. U/G ELECTRIC TO REMAIN -PROTECT IN PLACE D:\DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 2/23/17 A 0+04.00 CR 22.10' N 45'156'12.8"W B 0+50.77 CR 21.63' N 45'10'37.3'W C 0+8806 CR 2198' N 45'28'30 6'W D 1+17.97 CR 21.98' N 45'19'328'W 46.77 P.E. __ _ EXP. ___ _ DATE 37.45 297 37.19 REVIEWED BY: [ l INSPECTOR DATE LARRY R 7A YLOR RCt ~82 4, EXPIRES 06/30/2022 12. CONSTRUCT SIDEWALK UNDERDRAIN PER SDRSD 0-27 13. CONSTRUCT ADA PEDESTRIAN RAMP PER DETAIL A ON THIS SHEET 14. THERMOPLASTIC CROSSWALK STRIPING 15. REMOVE EXISTING THERMOPLASTIC CROSSWALK STRIPING 16. REMOVE EXISTING DEBRIS RACK ANO INSTALL FILTER INSERT IN EXISTING TYPE B CURB INLET. BIO CLEAN MODEL Bl0-CURB-MLS-18 SCREENING FILTER WITH TROUGH. SEE DETAILS ON THIS SHEET. I SWPPP NOTE: I FS JO.BO FL 30.72 NO SCALE (VERTICAL=2X HORIZONTAL) SEE DWG 519-5A FOR TIER 2 SWPPP I 20 t---t----t-------------t----+---+---+-----1 I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT ~=:'....:::::=========~=~ IMPROVEMENT PLANS FOR: STATE STREET SURF ACE IMPROVEMENTS PLAN & PROFILE ROW2019-0692 RP16-08 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 DATE /].\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: I RT I PROJECT NO. I DRAWING NO. ,__o_AT_E~_1N_1T_1A_L-+-_DA_TE_~1N_in_A_L..., , ,cR~HVJ!K~DD_Bl:1.Y'l'.::.;~'-=· '~,:=_=_=..1 ~ __ C_T_1_6 ___ 0_2_~ 519_5 OTHER APPROVAL CITY APPROVAL ~ _ DATE DocuSign Envelope ID: 7F64001E-8287-43B4-84F0-22DC9779B9A01/18/2022
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SSSSSSSGGGGGGGGGGSSSSSSSSSSTORM DRAIN CONNECTION DETAILSECTION 1-1'PLAN VIEW1'147OCEAN CONDOMINIUMStgiCIVILWATER IMPROVEMENT NOTESSEWER IMPROVEMENT NOTESSTORM DRAIN IMPROVEMENT NOTESSTATE STREET PLANACP NOTESEASEMENT NOTESWATER MAIN CONNECTION AT STATE STEET STA. 0+49.36 UTILITY COORDINATION NOTESNo. 58274Exp. 06.30.2022J L I , / / J "· l.. HJ L · 1 .. .. •v ) lfr· l 7 . . . . "" 24 C, I I .. 0+50 . . . -41 24 23 ' . .. ~ ----V) --------F --., ----.u n. t::!' . . ···-"'" . . . . .. .. . . . I I T I T ' . . . .. .. . T T I T I 1+00 . .. . .. . . . .. .. . A rt . . . . .. .. . .. . . . .. . . .. . . . . .. .. .. . NOTE: c--o "'--"-c::i --~ ...,. __ "If-+--+ ._ __ ...... ·--.. ~--~ V) __ V) . F ;\ f. '\., --24 =t24 .. . . .. .. .. . . . . . .. . . . . . CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES INCLUDING ELECTRIC, GAS, CABLE AND IELEPHONE CONDUIT PRIOR TO CONSTRUCTION 1 +so [ [ . .. . .. FS 32.90 STATE STREET I =-==-~,5.4~•--=~..:.:.:.....=..:.:.:=-:.. ____ ----1,~~l=~~=i ~ 5,1 vEXIST. 8" ACP WA/ER MAIN ~ ~ -S 0.03 MIN "' I /[.EXIST. 10" VCP SEWER MAIN ~ {{ ( OBLIQUE CROSSING) e .. ~ . :t ,.., ~12 MIN. c.., / EXIST 66" RCP STORM DRAIN, I . ',,;f 25 26 PER OWG 215 9 '\. ):< · .. ::> . PROP. 12" PVC STORM DRAIN /, \ \)\II ' . 1\:\)•••.:.-•. / .· :"-, ,r ?? An '--cONCREIE LUG PER SDRSD D 63 . .. .. .. . ··--------------I L \. /~EXIST. 8" ACP WA/ER MAIN \ _.,,--EXIST. 10" VCP SEl'ER MAIN 8" DI 90· BEND (PJxPJ} •/ ( OBLIQUE CROSSING) CONCREIE LUG PER---J... SDRSD D-63 \ EXIST 66" RCP STORM DRAIN-._ PER DWG 215-9 '-@) ® @ @ 24 25 >-26) 27 @ [TI SCALE: 1 INCH = 4 FEET CONNECT TO EXIST. 8" ACP WA /ER MAIN-SEE ACP NOIE ON THIS SHEET INSTALL 8"x8"x6" IEE WITH THRUST BLOCK PER CMWD STD W-15 INSTALL 6" PVC C900 (DR-14) FIRE SERVICE PER CMWD STD. W-2 WITH DCDA PER CMWD W-22 INSTALL 6" GAIE VALVE PER CMWD STD. W-13 & W-16 INSTALL 8" GAIE VALVE PER CMWD STD. W-13 & W-16 INSTALL 2" BLOW-OFF ASSEMBLY PER CMWD STD. W-6 INSTALL 2" MAR ASSEMBLY PER CMWD STD. W-6 SAWCUT AC PAVEMENT FDR MIN 2' WIDE TRENCH EXCAVATION. REPLACE AC PAVEMENT SECTION IN-KIND PER COC STD. GS-25 REPLACE 8" AC WA/ER MAIN WITH 8" PVC C900 (DR-14) WATER MAIN PER SHEET 5 REMOVE AND DISPOSE OF EXIST. FH AND PIPING AND REPLACE WITH NEW FH PER CMWD STD.W-12 REPLACE EXISTING 10" VCP SEWER MAIN WITH 12" PVC C900 D-14 SEWER MAIN AND CONNECT AT EXISTING MANHOLE PER SHEET 5. REPAIR MANHOLE /NIER/OR LINING OR COATING TO MATCH EXISTING CONDITIONS. CONSTRUCT STORM DRAIN CLEANOUT TYPE B PER SDRSD D-10. CONSTRUCT 12" C-900 D-14 PVC STORM DRAIN AND CONNECT TO EXISnNG 66" RCP STORM DRAIN WITH CONCREIE LUG PER SDRSD D-63. SEE DETAIL THIS SHEET VERIFY LOCATION or EXISTING HP GAS LINE AND /ELCO CONDUIT ASND RELOCATE AS NEED FOR CONSTRUCTION OF STORM DRAIN CLEANOUT. IND/CA TES A 8' WIDE EASEMENT FOR CONSTRUCTION OF SEWERS. MANHOLES. AND APPURTENANCES IN FAVOR OF THE CARLSBAD SANITARY DISTRICT, RECORDED JULY 18, 1952 AS BOOK 4531, PAGES 216 AND 220 OF OFFICIAL RECORDS. IND/CA TES A 12' WIDE EASEMENT FOR POLE LINES. UNDERGROUND CONDUITS AND INCIDENTAL PURPOSES IN FAVOR or SAN DIEGO GAS AND ELECTRIC COMPANY, RECORDED NOVEMBER 13, 1975 AS DOCUMENT NO. 1975-318451 or omCIAL RECORDS. IND/CA /ES A 10' WIDE EASEMENT AND RIGHT-OF-WAY FOR JNSTALLA TION AND MAINIENANCE OF WA /ER PIPELINES IN FAVOR OF CARLSBAD MUTUAL WA /ER COMPANY, RECORDED APRIL 12, 1954 AS BOOK 5282 PAGE 544 OF omcJAL RECORDS. IND/CA TES A 4' WIDE EASEMENT FOR GUY POLES AND/OR ANCHORS AND INCIDENTAL PURPOSES IN FAVOR or SAN DIEGO GAS AND ELECTRIC COMPANY, RECORDED JANUARY 23, 1958 AS BOOK 6919, PAGE 304 OF OFFICIAL RECORDS. THE LOCATION AND EXTENT OF SAID EASEMENT CANNOT BE DE/ERMINED OF RECORD AND IS NOT PLOT/ED HEREON. /I\ DATE INITIAL NO SCALE 8" PJ x PJ RESILIENT WEDGE GAIE VALVE PER W-16 8" PVC C900 DR-14 PIPE-I I 1 1. NO cumNG OF ASBESTOS CONCREIE PIPE (ACP} IS ALLOWED. 2. REMOVE EXISTING ACP FROM JOINT TO JOINT. CONTRACTOR SHALL COORDINATE WITH CMWD FOR TIE-IN POINTS AND PRECISE PIPING REQUIREMENTS (FITTINGS AND MA IERIALS). 3. 4. ACP SHALL BE HANDLED, MANAGED AND DISPOSED IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS CONNECTIO/NS BETWEEN EXISTING ACP AND PVC C900 PIPE SHALL BE MADE WITH DUCTILE IRON (DI) TRANSITION COUPLINGS WATER DATA TABLE PUBLIC OR ID STATION CL/CR BEARING LENGTH PRIVATE 0 + 50.00 CR 5.10' PUBLIC 0 + 50.00 CR 5' 45 • 49' 36.8' E 26.3 0 + 51.00 CR5' PUBLIC 0 + 66.66 CR5' PUBLIC B O + 66.66 N 44°15'48.5" E 25.0 PUBLIC I< > 0 + 66.66 CR 6.5' PUBLIC 0 + 71.25 CR5' PUBLIC 0 + 74.25 CR5' PUBLIC 0 + 75.25 CR5' PUBLIC l, 1 + 37.00 CR 6.2' S 45 ° 13' 22" E 100 PUBLIC D A 1 + 40.70 CR 6.2' 1 + 42.70 CR 6.2' 1 + 42.70 1 + 42.70 CR 10' 1 + 44.70 CR 6.2' 1 + 42.70 CR 28.5' 1 + 48.80 CR 28' PUBLIC PUBLIC N44° 30'45" E 22.5 PUBLIC PUBLIC PUBLIC PUBLIC PUBLIC DESCRIPTION CONNECT NEW 8" PVC C900 DR-14 WATER MAIN TO NEW 8' PVC WATER MAIN WITH 90 • PJxPJ ELBOW AND 11.25" PJxSPIGOT ELBOW REPLACE THRUST BLOCK. SEE DETAIL ON SHEET 5. REPLACE 8" ACP WATER MAIN PIPE WITH 8' PVC C900 DR/4 WATER MAIN PIPE. SEE ACP NOTE THIS SHEET. INSTALL 8' (PJxPJ) GV INSTALL 8"x8'x6" (PJxPJxPJ) TEE AND THRUST BLOCK INSTALL 6' PVC C900 FIRE SERVICE TO DCDA INSTALL 6' (PJxPJ) GV INSTALL 8" (PJxPJ) GV INSTALL 2' BLOW-OFF VALVE CONNECT TO EXISTB" ACP WATER MAIN REPLACE 8' ACP WATER MAIN PIPE WITH 8' PVC C900 DR/4 WATER MAIN PIPE. SEE ACP NOTE THIS SHEET. INSTALL 8" (PJxPJ) GV INSTALL 8"x8'x6" (PJxPJxPJ) TEE AND THRUST BLOCK INSTALL 6' PVC CLASS 150 PIPE FOR FIRE SERVICE TO HYDRANT INSTALL 6' (PJxPJ) GV INSTALL 8" (PJxPJ) GV INSTALL NEW FIRE HYDRANT ASSEMBLY REVOVE AND DISPOSE EXIST. FIRE HYDRANT ASSEMBLY CMWD STD SERVICE TO W.15 W/3& W-16 2501 STATE ST W.15 2501 STATE ST W.22 2501 STATE ST W13& W-16 2501 STATE ST W13& W-16 2501 STATE ST W-6 W13& W-16 W.15 W.22 W13&W-16 W13& W-16 W 12 STORM DRAIN DATA TABLE PUBLIC OR ID STATION CL/CR BEARING LENGTH PR/VA TE 0 + 59.84 CR 2.33' PUBLIC i, 0 + 57.20 CR 23 88' '56' 21' 16.8' E 20.00 PUBLIC DATE INITIAL DATE INITIAL DESCRIPTION STD SERVICE TO CONNECT NEW 12"PVC STORM DRAIN TO EXIST. 66" SDRSD D-63 2501 STATE ST RCP STORM DRAIN. SEE DETAIL CONSTRUCT 12" C-900 DR14PVC STORM DRAIN PIPE SDRSD D-10 2501 STATE ST FROM CLEANOUT TO EXST 66'STORM DRAIN "AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: STATE STREET WATER AND STORM DRAIN PLAN &PROFILE ROW2019-0692 RP16-08 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30122 DATE LARRY R /AYLOR RCE'iil)2 4, EXPIRES 06/30/2022 ENGINEER OF WORK REVISION DESCRIPTION DWN BY: LRT I PROJECT NO. I DRAWING NO. f-0-TH_E_R_A_J.PP_R_OV_A_L +--=-c--,TY-=-AP.LP--R--ov __ A=.L-1 l.'.:~c:'.~~~ceg..c~=-~'..:;:~~=·~'==~~ ~_C_T_1_6_-_0_2 _ __, 519-5 DocuSign Envelope ID: 7F64001E-8287-43B4-84F0-22DC9779B9A01/18/2022
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WWWWWWSSSSSSSSSSSA5A5SECTION A-A57OCEAN CONDOMINIUMStgiCIVILWATER IMPROVEMENT NOTES (continued)SEWER IMPROVEMENT NOTESEASEMENT IMPROVEMENT PLANDEMOLITION NOTESSURFACE IMPROVEMENT NOTESENGINEER'S NOTESWATER IMPROVEMENT NOTESEASEMENT NOTESACP NOTES UTILITY COORDINATION NOTESNo. 58274Exp. 06.30.2022DETAIL A. WATER MAIN CONNECTIONAT STATE STEET-'i,' !,:/ ·-7Q,, <:, .,., -:l3 -1-'" ---~ V) 20 ''"'H STA. 9+94 00 , IM 35.30 I /Ut" -tL. L, OU I ~~· <-<-• IJ. ~~ SMH STA. 9 s R IM 35.20 / IC ,v,vv \ : : I I 30 ' ' : : I I I I i 20 ' I ! ! I 10 ID STATION CL/CR BEARING 9 + 88 50 --F 9 + 88.50 N 55 ° 50' 19.9" E 10 + 27.50 --10 + 28.75 --10 + 28.75 CL 10' --G 10 + 28.75 N 34° 29' 11.5"W 10 + 30.00 --11 + 74.40 --11 + 74.40 --11 + 74.40 --11 + 88.75 --11 + 96.50 --12 + 03.20 --12 + 46.50 12 + 47.70 --ID STATION CL/CR BEARING 9 + 94.00 --H 9 + 94.00 S 55° 3418.5" E 11 + 22.00 12 + 45.10 ~f-@ .,., '-"-a:-g i:; ~ ......: !') . oa c-;•--r,..;;: -01: -<:, <:, -+-CO .:ii: "'">CCI ... <o <o oa L.u -,. -1--' ~ EXISTING & PROPOSED FS/FG <:, _, -C",j :z:-o -.J <:, r-... I ...... -.,1 + --.J -. ~-0-.J-~ --1--1-AT WATER MAIN ALIGNMENT "' <:, oa ~ (J) -~ ~-~ (/) ~ -r-... I '' "' ;a: -;;; '' "' ~-:,:i;: t-:i(r) ~ ~ '' V) ~ ""' ~ I ' i-: ~: / '' ~ "'-v ' V) ~ :v V) ----" -(sru2l "' I '' ' ' --0 -~ -~ ·-CONSTRUCT 259 LF 8" PVC C900 DR-14 WATER PIPE If. (92) ,EXISTING FS/FG AT SEWER MAIN ALIGNMENT I g ---_L---~ ----'-'i --------------"' ~------f------REPLACE PCC DRIVEWA y PER I "'TA TE STREET IMPROVEMENT PLAN (SHEET 3) :;il (78) l76 l75) (80) (81) £,Au 0 ..-; .,., ,-, -1-<:, ~ -r-~ -~ ~ -;, -.,., ... ~"""'--;;; :l3 -e----~ ..-; it -~ ~-;,, <:, ~ -1-;t: -1-_;t: -1-,<. "' ~ -~-~ V) -v,.,.. ----~ -~. -. ~ --~ -~ --!.._ -V) ~ ~V) -lf) V) -~ ·-.. ~ "·' ' "· ,J • _.. ----/ , ~ -/ I I ·~-. ' ....... , .. ,.. ---(71~ ~}-~ -" -... -1--~ -~ -V) QJ IND/CA TES A 8' WIDE EASEMENT FOR CONSTRUCTION OF SEWERS, MANHOLES, AND APPURTENANCES IN FAVOR OF THE CARLSBAD SANITARY DISTRICT, RECORDED JULY 18, 1952 AS BOOK 4531, PAGES 216 AND 220 OF OFACIAL RECORDS. IND/CA TES A 12' WIDE EASEMENT FOR POLE LINES, UNDERGROUND CONDUITS AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGO GAS AND ELECTRIC COMPANY, RECORDED NOVEMBER 13, 1975 AS DOCUMENT NO. 1975-318451 OF DmCIAL RECORDS. IND/CA TES A 10' WIDE EASEMENT AND RIGHT-OF-WAY FOR INSTALLATION AND MAINTENANCE OF WATER PIPELINES IN FAVOR OF CARLSBAD MUTUAL WATER COMPANY, RECORDED APRIL 12, 1954 AS BOOK 5282 PAGE 544 OF a.FACIAL RECORDS. IND/CA TES A 4' WIDE EASEMENT FOR GUY POLES AND /OR ANCHORS AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGO GAS AND ELECTRIC COMPANY, RECORDED JANUARY 23, 1958 AS BOOK 6919, PAGE 304 OF a.FACIAL RECORDS. THE LOCATION AND EXTENT OF SAID EASEMENT CANNOT BE DETERMINED OF RECORD AND JS NOT PLOTTED HEREON .. ;t: --... ---· f---------> -r-------, EXISTING 10" VCP SEWER MAIN I , 10+00 10+50 73 74 73 ~ \l_.r) r-... g " <tj c:; "' "' "' -1--1-;!; <:, <:, ---~ ~ ~ "' V) V) WATER DATA TABLE PUBLIC OR LENGTH PRIVATE DESCRIPTION CMWD STD SERVICE TO --PUBLIC INSTALL 8'X8"' PCV 45 ° BEND AND DI TRANSITION W-15 COUPLING TO CONNECT NEW 8' PVC C900 DR-14 WATER MAIN TO EXIST 8" ACP WATER MAIN. REPLACE THRUST BLOCK. SEE ACP NOTES. 259.40 PUBLIC CONSTRUCT 8" PVC C900 DR-14 WATER MAIN PIPE --PUBLIC INSTALL 8" (PJxPJ) GV W/3 & W-16 --PUBLIC INSTALL 8"x8"x6" (PJxPJxPJ) TEE AND THRUST BLOCK W-15 --PUBLIC INSTALL 6' (PJxPJ) GV W/3 & W-16 05.00 PUBLIC REVOVE AND DISPOSE EXIST. FIRE HYDRANT ASSEMBLY W-12 INSTALL NEW 6' PVC C900 DR-14 PIPE FOR FIRE HYDRANT ASSEMBLY. --PUBLIC INSTALL 8" (PJxPJ) GV W/3 & W-16 --PUBLIC INSTALL 8"x8"x6" !PJxPJxPJJ TEE ANO THRUST BLOCK W-15 --PUBLIC INSTALL 6' (PJxPJ) GV. REDUCE TO 4" PVC SERVICE RUN W/3 & W-16 TO METER. --PUBLIC REPLACE EXISTING 3" DOMESTIC SERVICE WITH EXIST. 3" W-4. W-20 2333 STATE ST METER ANO NEW BACKFLOW ASSEMBLY --PUBLIC REPLACE EXISTING 2" IRRIGATION SERVICE WITH EXIST 2" W-4. W-20 2333 STATE ST METER ANO EXIST RP BACKFLO W ASEMBL Y --PUBLIC INSTALL NEW 2' DOMESTIC WATER SERVICE WITH 2" W-4. W-20 2501 STATE ST WATER METER ANO RP BACKFLOW ASSEMBLY --PUBLIC INSTALL NEW 1' IRRIGATION WATER SERVICE WITH 314" W-3. W-20 2501 STATE ST WATER METER AND RP BACKFLOW ASSEMBLY PUBLIC INSTALL 2' MANUAL AIR RELEASE ASSEMBLY W-6 --PUBLIC INSTALL 8' PVC 11.25° PJ x SPIGOT ELBOW ANO 90 "(PJXPJ W-15 ELBOW PER DETAIL ON SHEET 4 REPLACE THRUST BLOCK SEWER DATA TABLE PUBLIC OR LENGTH PRIVATE DESCRIPTION CMWD STD SERVICE TO --PUBLIC CONNECT NEW 12" PVC C900 SEWER MAIN TO EXIST. S-1 MANHOLE 247.00 PUBLIC CONSTRUCT 12" PVC SDR35 SEWER MAIN PIPE PRIVATE INSTALL 4' SEWER LATERAL S-7 2501 STATE ST PUBLIC CONNECT NEW 12" PVC C900 SEWER MAIN TO EXIST. S-1 MANHOLE "' ~ Lu V) ~ S 0.010 CONSTRUCT 246 LF 12• PVC SDR35 SEWER PIPE S=0.010 SA WCUT AC PAVEMENT Rf.MOVE EXIST. AC PAVEMENT REMOVE EXIST. PCC CURB 11 +00 Rf.MOVE ALL TREES, INCLUDING ROOT SYSTEMS, AND OTHER VEGETATION IN EASEMENT. TREES TO BE REPLACED WITH NEW LANDSCAPE AS SHOWN ON SEPARARE LANDSCAPE PLAN. Of.MOL/SH EXISTING TRASH ENCLOSURE & MSE WALL @ REPLACE AC PAVEMENT SECTION IN-KIND. MIN. 3• AC OVER 5• CLASS 2 AB @) REPLACE 6' PCC CURB PER SDRSD G-01 @) REPLACE TRASH ENCLOSURE IN-KIND. SEE GRADING PLAN 519-5A (@ RE-STRIPE ALL EXISTING CURBSIDE PARKING TO MATCH EXISTING @) CONNECT TO EXIST. 8" ACP WATER MAIN. SEE ACP NOTE ON THIS SHEET. @ INSTALL 8"x8" (PJxSPIGOT) 11.25" ELBOW AND 8"x8' (PJxPJ) 90" ELBOW FOR 101.25" CONNECTION, WITH THRUST BLOCK PER CMW STD W-15. SEE DETAIL A ON THIS SHEET @) INSTALL 2• MAR ASSEMBLY PER CMIIV STD. W-6 (zg) REPLACE 8" AC WATER MAIN WITH 8" PVC C900 (DR-14) WATER MAIN (zJ) INSTALL 8" GATE VALVE PER CMW STD. W-13 & W-16 @ INSTALL 6" GA TE VAL VE PER CMWD STD. W-16 AND INSTALL NEW FIRE HYDRANT ASSEMBLY PER CMOO W-12. DISPOSE OF OLD FIRE HYDRANT ASSEMBLY. W REMOVE EXIST 1.5" DOMESTIC WATER SERVICE AND METER (2501 STA TE STREET) @ Rf.PLACE 2• /RR/GA TION WATER SERVICE AND CONNECT TO EXISTING METER PER CMOO STD. W-4 ALONG WITH EXISTING PRESSURE REDUCING VAL VE IN SEPARATE METER BOX TO NEW WATER MAIN. (2333 STA TE STREET). (jj) Rf.CONNECT EXISTING 2" RP BACKFLOW ASSEMBLY PER CMW W-20 (2333 STA TE STREET) TO REPLACED 2• /RR/GA TION WATER SERVICE (2333 STA TE ST) W REPLACE 3• DOMESTIC WATER SERVICE WITH 8"X8"X6" (PJxPJxPJ) TEE AND 6" GV. REDUCE SERVICE TO 4" PVC DOWNSTREAM OF GV AND CONNECT TO EXIST. 3• METER IN 36" CONCRETE VAULT (2333 STA TE STREET) W REPLACE EXISTING NON-STANDARD BACKFLOW ASSEMBLY WITH USC-COMPLIANT 3• BACKFLOW ASSEMBLY PER STD. DWG. W-21 (2333 STA TE STREET). PROFILE SCALES HORIZ: 1 INCH = 10 FEET VERT: 1 INCH = 10 FEET 11 +50 INSTALL NEW 2• DOMESTIC WATER SERVICE AND METER PER CMW STD. W-4 WITH RP BACKFLOW ASSEMBLY PER CMWD STD W-20 (2501 STA TE STREET). INSTALL NEW 1• IRRIG, WATER SERVICE WITH f METER PER CMWD STD. W-3 WITH RP BACKFLOW ASSEMBLY PER CMWD STD W-20 (2501 STA TE STREET}. ® REPLACE EXISTING 10" VCP SEWER MAIN WITH 12" PVC C900 0-14 SEWER MAIN AND CONNECT AT EXISTING MANHOLE. MATCH INVERT ELEVATION AT MANHOLE ® @) I. 2. 3. 4. MODIFY EXISTING MANHOLE AS NEEDED TO CONNECT 12• PVC C900 0-14 SEWER PIPE. MATCH INVERT ELEVATION OF EXISTING 10" VCP. REPAIR MANHOLE TO CITY OF CARLSBAD S-1 STD. AND INSTALL LINER OR APPLY EPOXY COATING FROM TOP TO BOTTOM OF MANHOLE STRUCTURE PER CITY OF CARLDBAD STANDARDS .. CONSTRUCT NEW 4" SEWER LATERAL PER COG STD. S-7 NO CUTTING OF ASBESTOS CONCRETE PIPE (ACP} JS ALLOWED. REMOVE EXISTING ACP FROM JOINT TO JOINT. CONTRACTOR SHALL COORDINATE WITH CMOO FOR TIE-IN POINTS AND PRECISE PIPING REQUIREMENTS (ATT/NGS AND MATERIALS). ACP SHALL BE HANDLED, MANAGED AND DISPOSED IN ACCORDANCE WITH ALL APPLICABLE REGULA TIONS CONNECTIOINS BETWEEN EXISTING ACP AND PVC C900 PIPE SHALL BE MADE WITH DUCTILE IRON (DI) TRANSITION COUPLINGS PREPARED UNDER THE DIRECT SUPERVISION OF. ,11-ofESS/o ~ ...... , ,'!-i< Tiillm1ffirn rnrnmrnlPR o~rn□ <,; ~ -1 ~~~ J;.,~ :;:J ~~ -7' -"' "' Geotechnical Engineering • Civil Engineering w '" "' "' 301 Mission Avenue • Suite 201 • Oceanside •CA• 92054 tel. 760.721.9990 • -<-•• 760.721.9991 • www.visitTGl.com IP;,; ,-,. ~ ~ -f,: a',;. /-, t 0~ CA~\V ( 0Vll/2022 LARRY R. /AYLOR RCt~2 4, EXPIRES 06/30/2022 DATE 40 35 ,_ !:::I Li:: 25 -----• , / C:: nc-n .. ". LJ "" r:u:-, " " I" .n NOTE: CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL --EXISTING UTILITIES INCLUDING ELECTRIC, GAS, CABLE AND -TELEPHONE CONDUIT PRIOR TO CONSTRUCTION -12+00 12+50 1. EXIST. POWER POLE AND OVERHAED ELECTRIC TO REMAIN -PROTECT IN PLACE 2. PROPOSED TRANSFORMER PAD PER SEPARATE SDG&E UNDERGROUND UTILITY PLANS 3. EXIST. PE HIGH PRESSURE GAS LINE TO BE PROTECTED IN PLACE 4. EXIST. U/G ELECTRIC TO REMAIN -PROTECT IN PLACE A. SEWER AND WATER SERVICE TO 2333 STA TE STREET SHALL BE MAINTAINED AT ALL TIME EXCEPT AS NEEDED FOR CONNECTIONS TO NEW SEWER AND WATER MAINS. 8. SEE SHEET 6 FOR SEWER BYPASS PLAN C. SEE SHEET 7 FOR WA TER HIGHLINJNG PLAN I 8" PVC C900 DR~/4 PIPE 8 DI 11. 25 BEND I ~ (PJxSP/GOT) --I 8" DI 90' BEND _/. (PJxPJ) 8" PJ x PJ RESILIENT WEDGE GATE VALVE PER W-16 8" PVC C900 DR-14 PIPE --.I I ~ I I NOTE: A RIGHT-OF-WAY PERMIT IS REQUIRED FOR ALL PAVING AND OTHER WORK LOCATED WITHIN THE RIGHT-OF-WAY AND PUBLIC UTILITY EASEMENTS Ii!. 10' WATER EASEMENT (SECURITY FENCE AT N'L Y EDGE OF WA /ER EASEMENT 8' SEWER ASEMENT' 4.0' 5.0' [XIS! GROUND SURFACE~ -'--'-Ff--4'"'"--""> DEEPENED FOOnNG [L. 27.00 4.8' APPROX. OVERCUT LIMIT~ • -,-,-,-,-, ,_,_/ Ii INVER! EL. 22. 6 ro 25. 0 EXIST 10" VCP SEWfR TO BE t REPLAC[D WITH 12" PVC SEW[R PER DWG 519-5 47' 0.8' ' ' ,----' 42" MIN [XIS! PCC CURB ro BE REPLACED ' REPAVE PRIVATE AC DRIVEWAY TO MA !CH EXISTING CONSTRUCT 8" PVC WATER MAIN EXIST 8" ACP WATER TO BE REMOVED TEMPORARY cur SLOPE 40 35 ~ 25 "AS BUil T" P.E. EXP. DATE REVIEWED BY: SCALE: 1 INCH = 5 FEET I SWPPP NOTE: SEE DWG 519-5A FOR TIER 2 SWPPP I INSPECTOR DATE I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: CMWD EASEMENT WATER AND SEWER PLAN & PROFILE ROW2019-0692 RP16-08 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 /30 /22 DATE /l\ DWN BY: LBI I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: 7C, REVISION DESCRIPTION CT 16-02 519-5 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: TC DocuSign Envelope ID: 7F64001E-8287-43B4-84F0-22DC9779B9A01/18/2022
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WWWWWWWWWWWWWWWSSSSSSSSSSSSSS67OCEAN CONDOMINIUMStgiCIVILNo. 58274Exp. 06.30.2022SEWER BYPASS PLANSEQUENCE NOTESSEWER BYPASS GENERAL NOTESSEWER BYPASS CONSTRUCTION NOTESENGINEER'S NOTESEASEMENT NOTESSEWER BYPASS OPERATING NOTESSEWER BYPASS CONSTRUCTION NOTES(continued) CONSTRUCTION NOTES" uu, SS C RIM , " ' ,. ' ( ' ' I I . ' I I . ' I I . ' ' ' ' ' -" ' -1 o+oo ... " ' I • EXISTING 10" VCP SEWER MAIN THE INSTALLATION, OPERATION, AND MAINTENANCE OF THE TEMPORARY PUMPING AND PIPING SYSTEMS SHALL BE THE CONTRACTORS RESPONSIBILITY. THE CONTRACTOR SHALL EMPLOY THE SERVICES OF A VENDOR WHO CAN DEMONSTRATE TO OWNER THAT IT SPECIALIZES IN THE DESIGN AND OPERATION OF TEMPORARY RAW SEWAGE BYPASS PUMPING AND PIPING SYSTEMS. THE VENDOR SHALL PROVIDE AT LEAST RV£ (5) REFERENCES OF PROJECTS OF A SIMILAR SIZE AND COMPLEXITY AS THIS PROJECT PERFORMED BY THIS RRM WITHIN THE PAST THREE (3) YEARS. 2. THE PROPOSED BYPASS SYSTEMS SHALL MEET THE REQUIREMENTS OF ALL CODES AND REGULA TORY AGENCIES HA I/ING JURISDICTION. 3. THE BYPASS PUMPING AND PIPING SPECIAL TY VENDOR SHALL HA VE BEEN IN BUSINESS FOR A MINIMUM OF 10 YEARS. THEY SHALL HA VE A MAJOR SERVICE CENTER WITHIN 50 MILES OF THE PROJECT SITE, WITH ON-CALL MAINTENANCE AND SERVICE STAFF AVAILABLE TO RESPOND ONSITE WITHIN 1 HOUR OF NOT/FICA TION. 4. THE BYPASS PUMPING AND BYPASS PIPING SYSTEMS SHALL HA VE SUFFICIENT CAPACITY AS DESCRIBED IN THIS SPEC/RCA TION. THE CONTRACTOR SHALL PROVIDE ALL PIPELINE PLUGS, PIPE SUPPORTS, LINE STOPS, PUMPS OF ADEQUATE SIZE TO HANDLE MINIMUM AND PEAK FLOl\5", AND SUCTION AND DISCHARGE PIPING TO ENSURE THAT THE TOTAL FLOW CAN BE SAFELY DIVERTED AROUND PROPOSED NEW WORK. 5. BYPASS PUMPING SYSTEMS SHALL BE CAPABLE OF BYPASSING THE FLOW AROUND THE WORK AREA AND DISCHARGE INTO THE IDENTIFIED EXISTING DISCHARGE MANHOLE. 6. THE BYPASS OPERATION SHALL INCLUDE ALL NECESSARY CONTROLS AND INSTRUMENTS TO OPERA TE THE SYSTEM IN AUTOMATIC MODE, ADJUST THE NUMBER OF PUMPS AND PROVIDE ALARMS. 7. BYPASS PUMPING SYSTEM FRICTION AND MINOR LOSSES AND THE APPROPRIATE SIZE AND NUMBER OF PUMPS SHALL BE DETERMINED BY THE BYPASS PUMPING CONTRACTORS FLORIDA LICENSED PROFESSIONAL ENGINEER IN ORDER TO ACHIEVE THE REQUIRED FLOWS. 8. THE BYPASS PUMPING VENDOR SHALL PROVIDE AN ONSITE DIESEL FUEL STORAGE TANK(S) AND CONTAINMENT FOR THE PUMPS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING FUEL THROUGHOUT THE BYPASS PUMPING OPERATIONS. THE ONSITE FUEL STORAGE TANK(S) SHALL BE SIZED TO STORE ENOUGH FUEL FOR RUNNING THE ENTIRE SYSTEM (ALL PUMPS} FOR A MINIMUM OF 3 DAYS CONTINUOUSLY, UNDER FULL LOAD. 9. IT IS ESSENTIAL TO THE OPERATION OF THE EXISTING SEWER SYSTEM THAT THERE WILL BE NO INTERRUPTION IN THE FLOW OF SEWAGE THROUGHOUT THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL PROVIDE, MAINTAIN, AND OPERA TE ALL TEMPORARY FACILITIES SUCH AS DAMS, PLUGS, PUMPING EQUIPMENT, CONDUITS, ALL NECESSARY POWER, AND ALL OTHER LABOR AND EQUIPMENT NECESSARY TO INTERCEPT THE SEWAGE FLOW BEFORE IT REACHES THE POINT WHERE IT WOULD INTERFACE WITH THE WORK, CARRY IT PAST THE WORK AND RETURN IT TO THE EXISTING SEWER DOWNSTREAM OF THE WORK WITHOUT CAUSING A SPILL OR DISCHARGE OF THE SEWAGE TO THE ENVIRONMENT. 10. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MEANS TO SAFELY CONVEY THE SEWAGE PAST THE WORK AREA. THE CONTRACTOR WILL NOT BE PERMITTED TO STOP OR IMPEDE THE MAIN FLOWS UNDER ANY CIRCUMSTANCES. 11. THE CONTRACTOR SHALL MAINTAIN SEWER FLOW AROUND THE WORK AREA IN A MANNER THAT WILL NOT CAUSE SURCHARGING OF SEWERS, DAMAGE TO SEWERS AND THAT WILL PROTECT PUBLIC AND PR/VA TE PROPERTY FROM DAMAGE AND FLOODING. 12. THE CONTRACTOR SHALL PROTECT WATER RESOURCES, WETLANDS, AND OTHER NA TURAL RESOURCES. 13. THE CONTRACTOR SHALL SUBMIT TO THE CITY A SCHEDULE FOR INSTALLATION OF AND MAINTENANCE OF BYPASS PUMPING LINES 14. THE CONTRACTOR SHALL SUBMIT TO THE CITY AN EMERGENCY PLAN FOR ADVERSE WEATHER AND FLOODING FOR VARIOUS PHASES OF THE WORK. , EXISTING FS/FG AT SEWER MAIN ALIGNMENT 10+50 1. ~ a. THE BYPASS PUMPING SYSTEM FOR THE LOCAL GRAVITY COLLECTION SYSTEM SHALL HANDLE AVERAGE DAILY FLOW CONDITIONS OF 200 GPM AND PEAK HOUR FLOW OF 800 GPM. THE BYPASS PUMPING SYSTEM SHALL HA VE A FIRM CAPACITY OF 1000 GPM, MINIMUM. THE SYSTEM MUST BE 100% REDUNDANT AND A STAND-BY PUMP MUST BE ON SITE AND PLUMBED FOR BACKUP IF THE PRIMARY PUMP FAILS. b. A STAND-BY PUMP SHALL BE A VA/LABLE WITHIN THIRTY MINUTES. c. THE CONTRACTOR SHALL PROVIDE NOISE CONTROL FOR EACH PUMP AND ANY ADDITIONAL EQUIPMENT THAT IS INCLUDED IN THE BYPASS PUMPING PLAN TO MAINTAIN SPECIFIED NOISE LEVELS NOT TO EXCEED 70 OBA MEASURED AT JO-FEET FROM THE ENGINE 2. PIPING AND RT11NGS a. THE PUMP DISCHARGE AND TEMPORARY BYPASS PIPING MAY BE OF NEW OR USED MATERIALS AND SHALL NOT LEAK DURING OPERATION. UNDER NO CIRCUMSTANCES WILL ALUMINUM 1RRIGA TION" TYPE PIPING OR SOL VENT CEMENTED PVC PIPE BE ALLOWED. b. HIGH DENSITY POLYETHYLENE (HOPE) PIPE USED FOR THE PUMP DISCHARGE AND TEMPORARY BYPASS PIPING SHALL MEET THE REQUIREMENTS OF ASTM F714, HA VE A RDR RA TING sumctENT TO WITHSTAND THE PRESSURE OF THE LEAKAGE TEST OUTLINED BELOW AND SHALL COMPLY 'MTH CMWD REQUIREMENTS. USED PIPE SHALL HAVE THE NOMINAL PIPE DIAMETER, PIPE SIZE (IRON PIPE SIZE-IPS OR DUCTILE IRON PIPE SIZE-DIPS), AND DIMENSION RA TIO (DR) READILY VISIBLE ON EACH PIPE SEGMENT, OR OTHERWISE READILY IDENTIFIABLE. THE PIPE USED FOR THE BYPASS SHALL HA VE A DR EQUIVALENT OR GREATER PRESSURE RA TING THAN THE SPEC/RED TEST PRESSURE. ALL HOPE PIPE USED FOR THE BYPASS PIPING SHALL BE OF THE SAME PIPE SIZE AND DIMENSION RA TIO, NO EXCEPTIONS. ALL PIPE USED FOR THE BYPASS PIPING SHALL BE FREE OF GOUGES, CUTS, SCRAPES OR OTHER PHYSICAL DEFORMITIES ON THE INSIDE AND OUTSIDE BARREL OF THE PIPE EQUIVALENT TO, OR GREATER THAN, 10 PERCENT IN DEPTH OF A NEW PIPE SEGMENT DR WALL THICKNESS. c. ONLY FLANGED JOINT OR HOPE ELECTRO OR THERMAL FUSED JOINT CONNECTIONS SHALL BE ALLOWED. MEGHAN/CALLY RESTRAINED ADAPTORS ARE PROHIBITED ON THE DISCHARGE SIDE OF PUMPS, DISCHARGE HEADER, /NL/NE RmNGS OR THE FORCE MAIN. SHOP-FABRICATED FLEXIBLE HOSE LESS THAN 8 FEET IN LENGTH 'MTH FLANGED ENDS MAY BE USED TO CONNECT PUMPS TO DISCHARGE MANIFOLD. IF USED, FLEXIBLE HOSE SHALL HA VE A MINIMUM PRESSURE RA TING OF 100 PSI. d. THE HOPE PIPE SHALL BE JOINED WITH BUTT, HEAT FUSION JOINTS. ALL JOINTS SHALL BE MADE IN STRICT COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND ASTM 2657 e. ELECTROFUS/ON COUPLINGS MAY BE USED WHERE THE BUTT FUSION METHOD CANNOT BE USED. ELECTROFUS/ON COUPLINGS AND FlmNGS SHALL BE PE4710 HOPE, CELL CLASS/FICA TION OF PE 445574C AS DETERMINED BY ASTM 03350-05. ELECTROFUS/ON COUPLINGS OR FlmNGS SHALL HA VE A MANUFACTURING STANDARD OF ASTM F1055. COUPLINGS AND RmNGS SHALL HA VE THE SAME PRESSURE RA TING AS THE PIPE UNLESS OTHERWISE SPEC/RED ON THE PLANS. f. HOPE FtmNGS SHALL BE FULLY PRESSURE RA TED TO MATCH THE PIPE DR PRESSURE RATING. ALL FlmNGS SHALL BE MOLDED OR FABRICATED BY THE SAME MANUFACTURER AS THE PIPE. HOPE FlmNGS SHALL BE JOINED USING BUTT, HEAT FUSION AND/OR ELECTRO-FUSION. ADHESIVES AND SOLVENT CEMENTS SHALL NOT BE PERMITTED g. ALL BYPASS PIPING SHALL BE PRESSURE TESTED PRIOR TO BEGINNING THE WORK. THE CONTRACTOR SHALL PERFORM LEAKAGE AND PRESSURE TESTS OF THE BYPASS PUMPING DISCHARGE PIPING USING CLEAN WATER PRIOR TO THE ACTUAL OPERATION. THE PRESSURE AND LEAKAGE TEST SHALL BE CONDUCTED AT ONE-AND-A-HALF TIMES THE MAXIMUM PRESSURE THE SYSTEM f\!LL EXPERIENCE BASED ON THE APPROVED BYPASS PUMPING PLAN FOR A PERIOD OF TWO HOURS. NO LEAKAGE IS PERMITTED DURING THIS TEST. THE CITY 'MLL BE GIVEN 72 HOURS' NOTICE PRIOR TO TESTING. PROFILE SCALES HORIZ: 1 INCH = 10 FEET VERT: 1 INCH 10 FEET I I 11 +00 11 +50 J. SEJlfR PLUGS a. THE CONTRACTOR 'MLL BE RESPONSIBLE FOR INSTALLATION AND RETRIEVAL OF SEWER PLUGS. b. SEWER PLUGS REQUIRED FOR BYPASS PUMPING SHALL BE OF THE COMPRESSED AIR TYPE AND SHALL BE CAPABLE OF AND SUITABLY ANCHORED FOR WATER HEADS TO FINAL GRADE. c. ALL SEWER PLUGS SHALL HA VE ZERO LEAKAGE. d. THE CONTRACTOR SHALL SUPPLY PLUGS WITH SUFFICIENT SUPPLY HOSE TO EXTEND ABOVE GRADE AND INCLUDE AN /NL/NE PRESSURE GAUGE TO BE MONITORED DAILY (MINIMUM) TO ENSURE NO LEAKAGE IN EACH PLUG. EACH PLUG SHALL BE SECURELY TETHERED TO PREVENT A DISLODGED PLUG FROM FLOf\!NG UNCONTROLLED DOWNSTREAM IN ANY PIPE. 4. INSTAll,A 1IQN a. NO DEBRIS OF ANY TYPE SHALL BE ALLOWED IN THE PIPING SYSTEM. PROTECTIVE BARRIERS AND COVERS SHALL 8[ INSTALLED IN THIS REGARD. ANY DEBRIS INADVERTENTLY ALLOWED INTO THE SYSTEM SHALL BE IMMEDIATELY REMOVED. b. THE CONTRACTOR SHALL REMOVE MANHOLE SECTIONS OR MAKE CONNECTIONS TO THE EXISTING GRA 1//TY SEWER SYSTEM AND CONSTRUCT TEMPORARY BYPASS PUMPING c. STRUCTURES ONLY AS DESCRIBED IN THE SPECIF/CATIONS OR AS APPROVED BY CMWD. d. WHEN WORKING INSIDE MANHOLES OR FORCE MAINS, THE CONTRACTOR SHALL EXERCISE CAUTION AND COMPLY f\!TH OSHA AND CMWD REQUIREMENTS WHEN WORKING IN THE PRESENCE OF SEWER GASES, COMBUSTIBLE OXYGEN-DERCIENT ATMOSPHERES, RAW SEWAGE, AND CONFINED SPACES. e. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING THE NECESSARY MATERIAL, EQUIPMENT, LABOR AND SUPERVISION TO SET UP AND OPERA TE THE PUMPING AND BYPASS PIPING SYSTEMS. THE BYPASS PIPING AND PUMPING SYSTEMS SHALL BE FULLY INSPECTED AT LEAST THREE TIMES A DAY TO ENSURE THAT THE SYSTEM IS WORKING CORRECTLY. f. ALL BYPASS OPERATIONS SHALL BE PROPERLY SECURED AND FENCED. THE CONTRACTOR SHALL INSTALL TEMPORARY BARRICADE AROUND ALL BYPASS EQUIPMENT TO RESTRICT ACCESS TO UNAUTHORIZED PERSONS. A MINIMUM OF NEW, 4-FOOT-HIGH, ORANGE SAFETY FENCE WITH STAKES EVERY 10 FEET SHALL BE INSTALLED AND MAINTAINED DURING THE ENTIRE BYPASS. r I I I I r 12+00 THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE GOVERNING AUTHORITY SHOULD A SANITARY SEWER OVERFLOW (SSO) OCCUR AND TAKE THE NECESSARY ACTION TO CLEAN UP AND DISINFECT THE SPILLAGE TO THE SATISFAC; TION OF THE AUTHORITY AND/OR OTHER GOVERNMENTAL AGENCY. IF SEWAGE IS SPILLED ONTO PUBLIC OR PR/VA TE PROPERTY, THE CONTRACTOR SHALL WASH DOWN, CLEAN UP, AND DISINFECT THE SPILLAGE TO THE SATISFACTION OF THE PROPERTY OWNER, AUTHORITY, AND/OR OTHER GOVERNMENTAL AGENCY 2. THE CONTRACTOR SHALL NOT BE PERMITTED TO OVERFLOW. BYPASS, PUMP OR BY ANY OTHER MEANS CONVEY DRAINAGE TO ANY LAND, STREET, STORM DRAIN OR WATER COURSE 3. THE CONTRACTOR SHALL CEASE BYPASS PUMPING OPERATIONS AND RETURN FLOWS TO THE NEW AND/OR EXISTING SEWER WHEN DIRECTED BY THE OWNER. DURING BYPASSING, NO WASTEWATER SHALL BE LEAKED, DUMPED, OR SPILLED IN OR ONTO ANY AREA OUTSIDE THE EXISTING WASTEWATER SYSTEM. WHEN BYPASS OPERATIONS ARE COMPLETE, ALL BYPASS PIPING SHALL BE FLUSHED f\!TH FRESH WATER AND DRAINED INTO THE WASTEWATER SYSTEM PRIOR TO DISASSEMBLY. 4. CONTRACTOR MUST TAKE CARE TO PREVENT DAMAGE TO EXISTING STRUCTURES. DISCHARGE PIPING TO GRA 1//TY SEWER SYSTEMS SHALL BE DESIGNED IN SUCH A MANNER AS TO PREVENT DISCHARGE FROM CONTACTING MANHOLE WALLS OR BENCHING AND FULL DISCHARGE SHALL GO INTO DOWNSTREAM PIPE mm AS MINIMAL TURBULENCE AS POSSIBLE. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO MANHOLES. IT MAY BE NECESSARY TO REMOVE THE MANHOLE CONE TO PROVIDE sumCIENT SPACE FOR THE BYPASS PIPING. IF THIS IS REQUIRED, THE CONTRACTOR SHALL 8[ RESPONSIBLE FOR ANY DAMAGE TO EXISTING MANHOLE COMPONENTS AND RESTORING THE MANHOLE TO CITY OF CARLSBAD STANDARDS. 5. THE CONTRACTOR SHALL PROVIDE ON-SITE MANUAL OVERSIGHT OF ALL BYPASS PUMPING OPERATIONS 24 HOURS PER DAY, 7 DAYS PER WEEK WHEN THE BYPASS PUMPING SYSTEM IS IN OPERATION 6. THE 24-HOUR MONITORING PERSON SHALL BE PROPERLY TRAINED, EXPERIENCED, AND MEGHAN/CALLY QUALIRED SUCH THAT THEY CAN QUICKLY AND EFFECTIVELY ADDRESS ANY POTENTIAL EMERGENCY AND NON-EMERGENCY S/TUA TIONS ASSOC/A TED fl!_ TH THE PUMPS AND BYPASS PUMPING SYSTEM THAT MUST REMAIN IN OPERATION FOR AN EXTENDED PERIOD. 7. THE CONTRACTOR SHALL BE REQUIRED TO REPAIR, AT HIS OWN EXPENSE, ANY DAMAGE TO PUBLIC OR PR/VA TE PROPERTY CAUSED BY HIS OPERATIONS 8. SHOULD DAMAGE OF ANY KIND OCCUR TO THE EXISTING SEWERS, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE MAKE REPAIRS TO THE SATISFACTION OF THE CITY ' ' • ' I I-I f. ,iJlE 'lfA f~,._,, ,VI ,I.,, '. / ·----,___ -1 I C' I A ' , ·-• ,n , " ,, , , -. on , , , I 12+50 I ... A. SEWER REPLACEMENT SHALL PRECEED WATER MAIN REPLACEMENT 8. SEWER BYPASS PER THIS PLAN SHALL BE IN PLACE PRIOR TO START OF SEWER REPLACEMENT C. SEWER BYPASS PIPING AND PUMP SHALL BE REMOVED IMMEDIATELY FOLLOf\!NG COMPLETION OF THE SEWER MAIN REPLACEMENT AND MANHOLE REHAB/LITA TION. D. WATER SERVICE TO METERS FOR 2333 STA TE STREET SHALL BE HIGHLINED PER THIS PLAN FOLLOmNG COMPLETION OF THE SEWER MAIN REPLACEMENT AND BEFORE STARTING WORK ON THE WATER MAIN REPLACEMENT. w QJ [I] 1. IND/CA TES A 8' WIDE EASEMENT FOR CONSTRUCTION OF SEWERS, MANHOLES, AND APPURTENANCES IN FA VOR OF THE CARLSBAD SANITARY DISTRICT, RECORDED JULY 18, 1952 AS BOOK 4531, PAG[S 216 AND 220 OF OFFICIAL RECORDS. IND/CA TES A 12' mo£ EASEMENT FOR POLE LINES, UNDERGROUND CONDUITS AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGO GAS AND ELECTRIC COMPANY, RECORDED NOVEMBER 13, 1975 AS DOCUMENT NO. 1975 318451 OF OFFICIAL RECORDS. IND/CA TES A 10' mo£ EASEMENT AND RIGHT OF WAY FOR INSTALLATION AND MAINTENANCE OF WATER PIP[L/N[S IN FAVOR OF CARLSBAD MUTUAL WATER COMPANY, RECORDED APRIL 12, 1954 AS BOOK 5282 PAGE 544 OF OFFICIAL RECORDS. IND/CA TES A 4' WIDE [ASEMENT FOR GUY POLES AND/OR ANCHORS AND INCID[NTAL PURPOSES IN FAVOR OF SAN D/[GO GAS AND El£CTR/C COMPANY, RECORD[D JANUARY 23, 1958 AS BOOK 6919, PAGE 304 OF OFFICIAL RECORDS. THE LOCATION AND EXTENT OF 5.AID EASEMENT CANNOT BE DETERMINED OF RECORD AND IS NOT PLOTTED HEREON .. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES INCLUDING ELECTRIC, GAS, CABLE AND TELEPHONE CONDUIT PRIOR TO CONSTRUCTION I ' . 6' HOPE SUCTION LINE IN 12" 'MOE BY 24" DEEP TRENCH IN ROW. BACKFILL mm SELECT GRANULAR FILL. 2. TEMPORARY THRUST BLOCK AT 45" BEND "AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE A. CONTRACTOR SHALL LOCATE SEWER LATERAL CONNECTION FROM 2333 STATE STREET AND ADVISE ENGINEER AS TO LOCA TIONA ND DEPTH OF THE LATERAL. A SEPARATE TEMPORARY BYPASS CONNECTION FOR THE LATERAL IS ANTICIPATED TO BE REQUIRED. l---+--+-------------+---+--+--+----1 I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT ~=::'....::::=========:.::::=:::::; PREPARED UNDER THE DIRECT SUPERVISION OF. -Tiillm1ffirn rnrnmrnlPR □~rn□ Geolechnical Engineering • Civil Engineering 301 Mission Avenue • Suite 201 • Oceanside •CA• 92054 tel. 760.721.99~ • 7A0.721.9991 • www.visitTGl.com LARRY RI/AYLOR RCE ~2 4, EXPIRES 06/30/2022 /1\ DATE INITIAL 12/11/2021 ENGINEER OF WORK REVISION DESCRIPTION DATE IMPROVEMENT PLANS FOR: SEWER BYPASS PLAN ROW2019-0692 RP16-08 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/22 DATE DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: LRT I PROJECT NO. I DRAWING NO. CHKD BY: ~T_c -CT 16 02 519 5 '-"R,..,_VW,_,_,D'-'B"-'Y-'--': ='=0c=.1 _____ -___ -DocuSign Envelope ID: 7F64001E-8287-43B4-84F0-22DC9779B9A01/18/2022
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SSSSSSSSWWWWWWWWWWWWWWWSSSSSSSSSSS77OCEAN CONDOMINIUMStgiCIVILWATER HIGHLINING PLANSEQUENCE NOTESWATER HIGHLINING GENERAL NOTESWATER HIGHLINING CONSTRUCTION NOTESWATER HIGHLINING CONSTRUCTION NOTES(continued)EASEMENT NOTESDISINFECTION NOTESWATER HIGHLINING CONSTRUCTION NOTES(continued)No. 58274Exp. 06.30.2022/ -I I O' , 110 SCALE (FEE,T)' ,,.._i---PERMANENT INSTALL.A TION CONSTRUCT PER SHEET 3 I \ i 71-1 \ ,1,, -r--•--~-_ _ I _:::1:-\1!1!1 ·"""'J" ... ------=L=-~--·2,,__ I ' I ' '-. ',9 -.l_:) ' -r NOTE: CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES INCLUDING ELECTRIC, GAS, CABLE AND TELEPHONE CONDUIT PRIOR TO CONSTRUCTION \. A. THE CONTRACTOR SHALL PROVIDE, FURNISH AND INSTALL ALL MATERIALS, EQUIPMENT, AND LABOR NECESSARY TO BYPASS SECTIONS OF THE EXISTING CM'ND WATER MAIN LINE WITH A TEMPORARY ABOVE-GROUND SUPPLY LINE (HIGHLINE) IN PHASES AS IND/CA TED IN THE CONTRACT DOCUMENTS. SOME PORTIONS OF THE HIGHLINE SYSTEM WILL BE TRENCHED AND BURIED AS SHOWN OR SPECIFIED TO A VOID INTERFERENCE WITH ROAD WA rs AND WALK WA rs. ALL MATERIALS SHALL BE NSF 51 APPROVED. 8. THE HIGHLINE SYSTEM SHALL PROVIDE CONTINUOUS FULL SERVICE TO CONNECTED WATER SERVICES UNTIL THE NEW WATER MAIN LINE IS INSTALLED, TESTED AND ACCEPTED BY CM'ND. THE -K SHALL BE ORGANIZED, SCHEDULED, AND PERFORMED TO PROVIDE MINIMUM DISRUPTION OF WATER SERVICES DURING INSTALLATION AND DISMANTLING OF THE HIGHL/NE SYSTEM. C. THE CONTRACTOR SHALL PROPERLY FLUSH, DISINFECT, AND LEAK TEST THE HIGHLINE PRIOR TO PLACING IT IN SERVICE ACCORDING TO CITY OF CARLSBAD STANDARD SPECIFICATION 15041 AND AWWA C-550-15 TO MAINTAIN PUBLIC HEALTH AND SAFETY. SEf DISINFECTION NOTES ON THIS SHEET. D. BACTERIOLOGICAL SAMPLING AND TESTING SHALL BE PERFORMED BY CONTRACTOR/PR/VA TE LABORATORY AT THE CONTRACTOR'S EXPENSE AND TEST RESULTS SUBMITTED TO CITY INSPECTOR PER DISINFECTION NOTE 3 BELOW.. E. ON COMPLETION OF THE NEW WATER MAIN LINE, THE CONTRACTOR SHALL RECONNECT SERVICES TO NORMAL SUPPLY FROM THE NEW WATER MAIN, DISMANTLE THE HIGHL/NE SYSTEM AND APPURTENANCES. F. ALL REFERENCE SPECIF/CATIONS, CODES, AND STANDARDS SHALL BE THE LA TEST EDITION, INCLUDING ALL APPROVED AGENCY SUPPLEMENTS AND AMENDMENTS, UNLESS A SPECIFIC CODE ISSUE DA IE; EDITION, OR ADOPTION DA TE IS SPECIFIED. THE ORDER OF PRECEDENCE SHALL BE AS DEFINED IN THE CONTRACT DOCUMENTS. G. CODES AND SAFETY REGULATIONS: ALL EQUIPMENT, PRODUCTS, MATERIALS, AND THEIR INSTALLATION SHALL BE AS SPECIFIED AND SHALL BE IN ACCORDANCE WITH THE APPLICABLE PARTS OF THE FOLLOWING CODES AND SAFETY REGULATIONS. G.1. UNIFORM FIRE CODE. G.2, UNIFORM MECHANICAL CODE. G,3, UNIFORM PLUMBING COD£ G.4, CITY OF CARLSBAD ENGINEERING STANDARS -VOLUMES 1 AND 2 APPROVED MATERIALS LIST. G.5. STA TE OF CALIFORNIA, WATER RESOURCES CONTROL BOARD, DIVISION OF DRINKING WATER PUBLICATION TITLED, 'APPROVED FOR SERVICE /SOLA TION IN CALIFORNIA PUBLIC WATER SYSTEMS.' G.5. CITY OF CARLSBAD STANDARD DRAWINGS. G.7, APPLICABLE CITY, LOCAL, STA TE, AND FEDERAL CODES AND REGULATIONS, H. COMMERCIAL AND INDUSTRIAL STANDARDS: ALL EQUIPMENT, PRODUCTS, MATERIALS, AND THEIR INSTALLATION SHALL BE AS SPECIFIED AND SHALL BE IN ACCORDANCE WITH THE FOLLOWING COMMERCIAL AND INDUSTRIAL STANDARDS. 1. ANS//AWWA C 505 2, ASTM A 53 3. ASTM A 123 4. ASTM A 153 5. ASTM A 307 6. ASTM A D1784 7. AWWA C 511 8. AWWA C 551 GROOVED AND SHOULDERED PIPE JOINTS. SPECIFICATION FOR PIPE, STEEL, BLACK AND HOT-DIPPED ZINCCOATED, WELDED AND SEAMLESS. STANDARD SPECIFICATION FOR ZINC (HOT-DIP GALVANIZED)COATINGS ON IRON AND STEEL PRODUCTS. STANDARD SPECIFICATION FOR ZINC COATING (HOT-DIPPED) ON/RON AND STEEL HARDWARE SPECIF/CATION FOR CARBON STEEL BOLTS AND STUDS, 6,000 PS/TENSILE STRENGTH. STANDARD SPECIF/CATION FOR RIGID POL Y(VINYL CHLORIDE)COMPOUNDS AND CHLORINATED POL Y(VINYL CHLORIDE) COMPOUNDS STANDARD FOR REDUCED PRESSURE PRINCIPLE BACKFLOWPREVENTION ASSEMBLY DISINFECTING WATER MAINS 1, A WRITTEN DISINFECTION AND DICHLORINA TION PLAN SIGNED BY A CERTIFIED CHLORINA TOR SHALL BE SUBMITTED TO THE CITY INSPECTOR AT LEAST 10 BUSINESS DAYS BEFORE WORK IS PERFORMED. THE PLAN FOR DISINFECTION METHOD AND PROCEDURE SHALL INCLUDE, EQUIPMENT USED TO INJECT THE CHLORINE SOLUTION, GAUGES OR SCALES TO MEASURE THE RA TE AT WHICH CHLORINE IS INJECTED, QUALIFICATIONS OF PERSONNEL, TESTING LOCATION AND SCHEDULE, SOURCE OF WATER AND WATER DISPOSAL LOCATIONS. 2. QUALIF/CA TION OF CERTIFIED TESTING LABORATORY 3. FOUR COPIES OF BACTERIOLOGICAL TEST RESULTS TO THE CITY INSPECTOR .UPON COMPLETION OF EACH TEST 4. THE CONTRACTOR SHALL PROVIDE AN EMERGENCY RESPONSE PLAN TO CMW. 5. THE TRANSPORT, STORAGE AND HANDLING OF THESE DISINFECTION MATERIALS SHALL BE PERFORMED IN ACCORDANCE WITH CODE OF FEDERAL REGULATIONS (CFR) 1910.120, 49. 172 AND GENERAL INDUSTRY SAFETY ORDERS OF THE CALIFORNIA CODE OF REGULATIONS, TITLE 8, SECTION 5194 6. CONTRACTOR SHALL FOLLOW THE CITY OF CARLSBAD STANDARD 5.PECIFICA TION 15041 FOR EXECUTION I. PIPE A. GALVANIZED STEEL PIPE. 1, PIPE FABRICATION SHALL CONFORM TO ASTM A 53 OR OTHER EQUAL ASTM GAL VAN/ZED PIPE STANDARD. 2. MINIMUM WALL THICKNESS SHALL BE SCHEDULE 40 (0.154 INCHES) AND ENTIRE SYSTEM SHALL BE H20 TRAFFIC RA TED. 3. PIPE ENDS SHALL BE MACHINE CUT OR ROLLED FOR GROOVED COUPLINGS AND FITTINGS IN COMPLIANCE WITH ANSI/AWWA C 606. 8. PVC PIPE. 1, PVC PIPE SHALL NOT BE RUN ON STREETS, DRIVEWAYS, ROADWAYS, OR ANY OTHER LOCATION BEING DRIVEN OVER BY VEHICULAR TRAFFIC. 2. Pf PE FABRICATION SHALL CONFORM TO ASTM D 1784. 3. THE PVC PIPE MATERIAL SHALL CONTAIN ULTRA VIOLET (UV) LIGHT INHIBITORS AND SHALL BE RA TED FOR OUTDOOR USE WHEN EXPOSED TO DIRECT SUNLIGHT. 4. MINIMUM WALL THICKNESS SHALL BE SCHEDULE 80 (0.218 INCHES). 5. MINIMUM PRESSURE AND TEMPERA TUR£ RA TING SHALL BE 350 PSIG AT 73 OF. 6. PIPE ENDS SHALL BE MACHINE CUT FOR GROOVED COUPLINGS AND FITTINGS IN COMPLIANCE WITH ANSI/AWWA C 606 OR SHALL BE SOL VENT WELD PVC ENDS WITH ADAPTERS TO GROOVED COUPLINGS. 2 FlmNGS AND COUPLINGS A. FITTINGS AND COUPLINGS, INCLUDING TEES, REDUCING TEES, LATERALS, WYES, ELBOWS, PIPE COUPLINGS, REDUCERS, CAPS, PLUGS, AND ADAPTERS, SHALL HA VE STANDARD FLEXIBLE GROOVED JOINT CONNECTIONS IN COMPLIANCE WITH ANSI/AWWA C 606. MINIMUM PRESSURE RA TING SHALL BE 350 PSIG. 1. HOUSING MATERIAL SHALL BE DUCTILE IRON COATED WITH THE MANUFACTURERS STANDARD PAINTING SYSTEM. COUPLING GASKET MATERIAL SHALL BE STANDARD EPDM {ETHYLENE-POLYPROPYLENE DIEN£ MONOMER) RUBBER. 2. COUPLINGS SHALL BE VICTAULIC Sm£ 75 OR EQUAL. 3. VICTAULIC STYLE 791 DR EQUAL TAMPER-RESISTANT BOL TLESS COUPLINGS WITH LOCKING PINS MAY BE USED IN LIEU OF BOLTED COUPLINGS. 4. THE BRANCH OUTLET OF REDUCING TEES SHALL BE I-INCH MALE PIPE THREAD. ALL CONNECTIONS OF STANDARD TEES SHALL BE GROOVED. 5. VICTAULIC smE 72 OR EQUAL OUTLET COUPLINGS WITH 1-INCH FEMALE THREADED OUTLETS MAY USED IN LIEU OF REDUCING TEES ANO COUPLINGS. 6. GROOVED ELBOWS WITH 113, 222, 45 AND 90-DEGREE BEND ANGLES WILL BE REQUIRED TO CONFIGURE THE HIGHLINE PIPING SYSTEM TO EXISTING BENDS AND CONTOURS AT THE WORK SITE. 8, METER CONNECTIONS, 1, FOR METERS UP TO 1-INCH SIZE, THE CONNECTIONS SHALL BE 90-DEGREE, LONG RADIUS, BRASS ELBOW COUPLINGS WITH A SWIVEL METER NUT ON ONE END AND MALE PIPE THREADS ON THE OTHER. a. THE SWIVEL METER NUT SHALL BE SIZED TO FIT THE 5.PEC/FIC METER. THE MALE PIPE THREAD END SHALL BE FITTED WITH A GALVANIZED STEEL "CHICAGO' 2-LUG, QUARTER-TURN, QUICK DISCONNECT HOSE FITTING-TO-FEMALE PIPE THREAD FITTING. 2. FOR METERS LARGER THAN 1-INCH, THE CONNECTIONS SHALL BE ELBOWS WITH A 2-BOL T CLASS 125 FLANGE ON ONE END AND FEMALE Pf PE THREADS ON THE OTHER. a. THE FLANGE SHALL BE SIZED TO FIT THE SPECIFIC METER. THE FEMALE PIPE THREAD END SHALL BE FITTED WITH A SHORT PIPE THREAD TO GROOVED CONNECTION ADAPTER NIPPLE. b. ALTERNATIVELY, THE ASSEMBLY CAN BE A 2-BOLT CLASS 125 FLANGE-TO-MALE PIPE THREAD FITTING, A THREADED PIPE ELBOW, AND A SHORT PIPE THREAD-TO-GROOVED CONNECTION ADAPTER NIPPLE. C. BUSHINGS, REDUCERS, AND ADAPTERS. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIT-UP AND CONNECTIONS IN THE SYSTEM AND SHALL PROVIDE ALL BUSHINGS, REDUCERS, AND ADAPTERS REQUIRED TO CONNECT THE HIGHLINE SYSTEM TO THE EXISTING FIRE HYDRANT.S, METERS, AND OTHER FACILITIES AT THE PROJECT SITE. ALL BUSHINGS, REDUCERS, AND ADAPTERS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE AGENCY. D. PIPE-TO-HOSE ADAPTERS. 1. FOR I-INCH HOSES, THE ADAPTER SHALL BE A 1-INCH, GALVANIZED STEEL, "CHICAGO' 2-LUG, QUARTER-TURN, QUICK DISCONNECT HOSE-TO-FEMALE PIPE THREAD Fl TT/NG 3 START-UP PROCEDURES A CMIIIJ SHALL OPERA TE ALL VALVES TO CHARGE AND DEACTIVATE THE H/GHLINE DURING START-UP PROCEDURES. 8, THE CONTRACTOR SHALL PERFORM A LEAK TEST ON THE HIGHLINE AS FOLLOWS: 1. CHARGE THE SYSTEM WITH AVAILABLE WATER PRESSURE, BLEED THE SYSTEM OF AIR, AND VERIFY THAT THE ENTIRE SYSTEM IS FILLED. 2. VISUALLY INSPECT THE SYSTEM FOR LEAKS AND REPAIR ANY LEAKS DISCOVERED. THE SYSTEM WILL NOT BE ACCEPTED UNTIL ALL LEAKS ARE REPAIRED, C. USER HOOK-UP AND SERVICE CHANGE. THE CONTRACTOR SHALL: 1. COORDINATE WORK SUCH THAT USER SERVICE DOWNTIME IS MINIMIZED. ANY SINGLE SERVICE DOWNTIME SHALL NOT EXCEED THIRTY MINUTES, 2. NOTIFY THE USER AS 5.PECIFIED PRIOR TO CONNECTION OF THE USER TO THE HIGHLINE SYSTEM. 3. DISINFECT HOSES, FlmNGS, AND OTHER HIGHLINE USER CONNECTIONS ACCORDING TO A WWA C651 PRIOR TO CONNECTION TO USER METERS 4. FLUSH THE HIGHLINE CONNECTION, INCLUDING THE METER ADAPTOR ON THE HOSE, WITH POTABLE WATER UNTIL THE EITTUENT IS CLEAR AND FREE OF DEBRIS, 5. SHUT OFF AND DISCONNECT THE USER WATER METER FROM THE EXISTING WATER MAIN SERVICE LINE. ENSURE THAT NO DIRT OR DEBRIS ENTERS TO METER OR METER CONNECTION. REMOVE ANY DIRT OR DEBRIS WHICH MAY ENTER AND PLUG THE METER. 6. MOVE OR BEND ASIDE THE EXISTING WATER MAIN SERVICE LINE TO PROVIDE ROOM FOR THE HIGHLINE SERVICE LINE. ENSURE THAT THE WATER MAIN SERVICE LINE IS NOT DAMAGED. SOME SOIL MAY NEED TO BE REMOVED FROM THE BOTTOM OF THE METER BOX TO ALLOW BENDING OF THE LINE. 7. CONNECT THE USER WATER METER TO THE HIGHLINE WATER SERVICE LINE. USE APPROVED ADAPTORS AS REQUIRED TO MAKE THE CONNECTION. OPEN THE SHUTOFF VAL VE TO ACT/VA TE THE CONNECTION. 8. FLUSH EACH USER SYSTEM FROM THE HOSE BIBB CLOSEST DOWNSTREAM TO THE WATER METER UNTIL THE EFFLUENT IS CLEAR AND FREE OF DEBRIS. 9. VERIFY PROPER FLOW AND OPERATION OF THE SYSTEM. CLEAN PLUGGED METERS OR REGULA TORS AS REQUIRED. RESET REGULA TORS AS REQUIRED AFTER DISTURBANCE OF THE SYSTEM TO ACHIEVE PROPER SERVICE PRESSURES. 8. SHUTDOWN OF WATER MAIN. 1. CONTRACTOR SHALL PREPARE AND SUBMIT FORM E-28 (AVAILABLE ON THE CITYS WEBSITE) TO CITY INSPECTOR FOR ANY WA TERMAIN SHUTDOWN OR WET TAP 2. THE CONTRACTOR SHALL NOTIFY THE AGENCY AFTER ALL HIGHLINE USER WATER METER CONNECTIONS ARE MADE AND ACTIVATED. THE AGENCY WILL INSPECT THE SYSTEM AND ISSUE A WRITTEN APPROVAL TO CUT AND PLUG THE MAIN LINE. 3. THE CONTRACTOR SHALL COORDINATE THE SHUTDOWN OF THE WATER MAIN WITH THE AGENCY AFTER RECEIVING APPROVAL FROM THE AGENCY. 4. THE SHUTDOWN OF THE WATER MAIN LINE AND CHARGING OF THE HIGHLINE SYSTEM SHALL BE PERFORMED BY CMW PERSONNEL ONLY. NOT/FICA TION MUST BE GIVEN TO AGENCY PERSONNEL BEFORE SHUTDOWN OF WATERLINE. cumNG AND PLUGGING OPERATIONS SHALL BE COMPLETE WITHIN TEN WORKING DAYS OF CONTRACTOR NOT/FICA TION TO THE AGENCY. 1. RESTORATION OF NORMAL SERIACE A. FLUSHING OF THE NEW WATER MAIN. ACTOR SHALL NOT FLUSH THE NEW WATER MAIN WITH WATER FROM THE 1. THE CONTR HIGHLINE S YSTEM WITHOUT WRITTEN APPROVAL OF THE AGENCY. B. USER HOOK -UP TO THE NEW MAIN LINE. ON OF USER SERVICE TO THE NEW WATER MAIN SHALL BE IN 1. RESTORA Tl ACCORDAN CE WITH THE CITY OF CARLSBAD ENGINEERING STANDARD -VOLUME 2 . C. SHUTDOWN OF HIGH LINE SYSTEM. OWN OF THE HIGHLINE SHALL BE PERFORMED BY CMW PERSONNEL ONLY. 1. THE SHUTD CMW PER ONLY AFT£, WATER MAI SONNEL SHALL SHUT DOWN THE HIGHLINE SYSTEM BY OPERA TING VALVES R ALL WATER USER SERVICES HA VE BEEN TRANSFERRED TO THE NEW N LINE. PREPARED UNDE.R THE. DIRECT SUPERVISION OF. \ I I I I ' ' ,::) \ ' ' \ I l I I I' I "' I ....... -, ~ ' I _, ' I I 5 QISASSfUBL Y Of HfGHLINE SYSTEM £. DISASSEMBLY. 1. AFTER RESTORATION OF NORMAL SERVICE TO WATER USERS, THE CONTRACTOR SHALL FULLY DISASSEMBLE THE HIGHLINE SYSTEM AND REMOVE ALL HIGHL/NE CONSTRUCTION MATERIALS AND DEBRIS FROM THE AREA BY THE END OF THE WORKING DA Y. A. SEWER REPLACEMENT SHALL PRECEED WATER MAIN REPLACEMENT 8, SEWER BYPASS PER THIS PLAN SHALL BE IN PLACE PRIOR TO START OF SEWER REPLACEMENT C. SEWER BYPASS PIPING AND PUMP SHALL BE REMOVED IMMEDIATELY FOLLOWING COMPLETION OF THE SEWER MAIN REPLACEMENT AND MANHOLE REHAB/UTA TION. 0, WATER SERVICE TO METERS FOR 2333 STA TE STREET SHALL BE HIGHLINED PER THIS PLAN FOLLOWING COMPLETION OF THE SEWER MAIN REPLACEMENT AND BEFORE STARTING -K ON THE WATER MAIN REPLACEMENT AS FOLLOWS: D,A. SHUT DOWN WATER MAIN TO INSTALL NEW PVC, TEE, HYDRANT AND VALVE CLUSTER PER SHEET 3 0.8. NEW HYDRANT SHALL BE UTILIZED TO H/GHLINE METERS DURING NEW WATER MAIN CONSTRUCTION D.C. TIE INTO NEW VALVE CLUSTER AT HTDRANT AT END OF SHUTDOWN. ,11-ofESS/o ~ ...... , ,'!-i< Tiillm1ffirn rnrnmrnlPR □~rn□ <,; ~ -f ~~~ J;.,~ :;:J ~~ -7' -.. "' Geolechnica\ Engineering • Civil Engineering w '" "' "' 301 Mission Avenue • Suite 201 • Oceanside •CA• 92054 tel. 760.721.9990 • ........ _ 760.721.9991 • www.visitTGl.com cP;,; ,-,. -~ -f,: a',;. /l\ /-l t 0~ CA~\V ( DATE INITIAL 12/11/2021 REVISION DESCRIPTION LARRY R. ~YLOR RCC'SIJ.21 ~. [XPIRE.S 06/30/2022 DATE ENGINEER OF WORK [I] QJ [I] DATE INITIAL OTHER APPROVAL '' ' '' ' '' ' ' ' ' I. IND/CA TES A 8' WIDE EASEMENT FOR CONSmUCTION OF SEWERS, MANHOLES, AND APPURTENANCES IN FAVOR OF THE CARLSBAD SANITARY DISmlCT, RECORDED JULY 18, 1952 AS BOOK 4531, PAGES 216 AND 220 OF omctAL RECORDS. IND/CA TES A 12' WIDE EASEMENT FOR POLE LINES, UNDERGROUND CONDUIT.S AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGO GAS AND ELECmlC COMPANY, RECORDED NOVEMBER 13, 1975 AS DOCUMENT NO. 1975-318451 OF omC/AL RECORDS. IND/CA TES A 10' WIDE EASEMENT AND RIGHT-OF-WAY FOR INSTALLATION AND MAINTENANCE OF WATER PIPELINES IN FAVOR OF CARLSBAD MUTUAL WATER COMPANY, RECORDED APRIL 12, 1954 AS BOOK 5282 PAGE 544 OF OFFICIAL RECORDS. IND/CA TES A 4' WIDE EASEMENT FOR GUY POLES AND/OR ANCHORS AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGO GAS AND ELECTRIC COMPANY, RECORDED JANUARY 23, 1958 AS BOOK 6919, PAGE 304 OF OFFICIAL RECORDS. THE LOCATION AND EXTENT OF SAID EASEMENT CANNOT BE DETERMINED OF RECORD AND IS NOT PLOTTED HEREON. "AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: WATER HIGHLINEING PLAN ROW2019-0692 RP16-08 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 /30 /22 DATE DWN BY: I RI I PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: TC RVWD BY: TC CT 16-02 519-5 CITY APPROVAL '" DocuSign Envelope ID: 7F64001E-8287-43B4-84F0-22DC9779B9A01/18/2022