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HomeMy WebLinkAbout2011-12-06; City Council; 20751 ATTACHMENTS 2; AGUA HEDIONDA SEWER LIFT STATIONCONSTRUCTION PLANS FOR AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN, AND GRAVITY SEWER REPLACEMENT PROJECT CITY OF CARLSBAD CARLSBAD, CALIFORNIA VICINITY MAP NOT TO SCALE CITY COUNCIL MATT HALL -MAYOR ANN KULCHIN - COUNCIL MEMBER MARK PACKARD - COUNCIL MEMBER KEITH BLACKBURN - COUNCIL MEMBER FARRAH DOUGLAS • COUNCIL MEMBER LISAHILDABRAND CITY MANAGER GLENN PRUIM UTILITIES DIRECTOR NOVEMBER 2010 PUMP STATION A FORCE MAIN PROJECT LOCATION PHASES LOCATION MAP NOT TO SCALE POP 00-02 (C) / SP 144 (L) / RP 10-26 / COP 10-17 / HDP 10-05 / SUP 10-02 / HMP 10-03 BROWN AND CALDWELL 9665 Chesapeake Drive, Suite 200San Diego, Ca. 92183 SHEET NAME PL-01 SHEET CITY OF CARLSBAD SHEETS ENGINEERING DEPARTMENT COVER SHEET AQUA HEDIONDA SEWER LIFT STATION, FORCE MAIN AND GRAVITY SEWER REPLACEMENT PROJECT GENERAL NOTES: 1. ALL WORK OF THIS CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD ENGINEERING STANDARDS. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK) AND PROJECT TECHNICAL SPECIFICATIONS. 2. CONTRACTOR SHALL REQUEST UNDERGROUND SERVICE ALERT (1-80M22-4133) AND NON-MEMBER COMPANIES, OR UTILITIES TO MARK OR OTHERWISE INDICATE THE LOCATIONS) OF THEIR SUBSURFACE FACILITIES INCLUDING, BUT NOT LIMITED TO STRUCTURES INCLUDING VAULTS, MAIN CONDUCTORS OR CONDUITS AND SERVICE CONNECTIONS. NOTICE SHALL BE AT LEAST 48 HOURS PRIOR TO STARTING WORK AND SHALL INCLUDE: A. SAN DIEGO GAS & ELECTRIC (BOO) 660-7343 B. PACIFIC BELL (800) 892-0123 C. TIME WARNER CABLE (760) 438-7741 D. COX COMMUNICATIONS (760) 806-8609 E.CITY OF CARLSBAD (760)434-2980 (STREETS & STORM DRAIN) *F. CITY OF CARLSBAD (760)438-2722 (SEWER, WATER & RECLAIMED WATER) 3. DEPTH AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHALL BE DETERMINED BY THE CONTRACTOR BY POTHOUNG AND FIELD SURVEY OF ELEVATIONS PRIOR TO TRENCHING. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT (800)422-4133 PRIOR TO ANY EXCAVATION WORK. 4. CONTRACTOR SHALL LOCATE AND PROTECT IN PLACE ALL EXISTING UTILITY VALVE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAINS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES. 5. ALL CONSTRUCTION AND OPERATIONS BY THE CONTRACTOR SHALL BE IN ACCORDANCE WITH CAL-OSHA REQUIREMENTS. 6. THE CONTRACTOR SHALL KEEP A COMPLETE RECORD OF ALL CONSTRUCTION CHANGES AND SHALL MAKE INFORMATION AVAILABLE TO THE CITY OF CARLSBAD FOR PREPARATION OF 'AS BUILT" DRAWINGS. 7. WHERE THE WATER MAIN AND SEWER CROSSES STORM DRAINS, OTHER PIPELINES, TELEPHONE AND ELECTRIC DUCTS, OR SIMILAR INSTALLATIONS, A MINIMUM OF 12 INCHES OF VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE MAIN OR SEWER AND OTHER INSTALLATIONS. 8. SEPARATION OF SEWER AND WATER LINES MUST COMPLY WITH AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPARTMENT OF HEALTH. 9. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WITHIN OR ADJACENT TO THE LIMITS OF WORK. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE. ALL IMPROVEMENTS DAMAGED BY CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED TO THE OWNERS SATISFACTION AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COMPENSATION. CONTRACTOR SHALL INFORM THE OWNER OF ANY UTILITY LINE THAT IS DAMAGED BY THE CONTRACTOR'S ACTIONS IMMEDIATELY AFTER DAMAGE OCCURS. 10. SURFACE IMPROVEMENTS DAMAGED OR REMOVED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE RECONSTRUCTED BY THE CONTRACTOR TO THE LOCAL GOVERNING AGENCY'S REQUIREMENTS. GENERAL NOTES (CONT): 22. ACCESS FOR RRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 23. A PRECONSTRUCTION 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 DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 24. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING. AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 25. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 26. 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. 27'• THE 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 IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 2a- CONTRACTOR SHALL SUBMIT PLANS FOR ANY ON-SITE OR OFF-SITE STAGING AREAS TO THE CITY OF CARLSBAD ENGINEERING DEPARTMENT FOR APPROVAL 29- ANY TEMPORARY FLOW STOPPAGE OR DIVERSION SHALL BE PERFORMED DURING LOW FLOW PERIODS. ANY SUCH WORK SHALL BE CONDUCTED ONLY AFTER SUBMISSION OF A DETAILED WORK PLAN. THE DETAILED WORK PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW, COMMENT AND APPROVAL ALL SUCH REQUESTS AND SCHEDULING SHALL OCCUR AT LEAST TWO WEEKS PRIOR TO THE SCHEDULED OUTAGE. * AS APPROPRIATE SEWER NOTES: 1. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 2. BEFORE ANY CONNECTION TO THE CITY OF CARLSBAD'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S ENGINEER AND ENCINA WATER AUTHORITY SUPERINTENDENT. BENCHMARK THE BENCH MARK USED FOR THIS SURVEY IS A 2.5" BRASS DISK IN DRAINAGE INLET STAMPED •CITY OF CARLSBAD SURVEY CONTROL STATION CLSB-067 LS 6216- LOCATED AT THE SOUTHWEST QUADRANT OF AVENIDA ENCINAS AND CANNON ROAD AS PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK BOOK AND RECORD OF SURVEY 17271. IE. ELEV. = 44.01 (NGVD29) BASIS OF COORDINATES THE BASIS OF COORDINATES FOR THIS SURVEY IS THE CITY OF CARLSBAD SURVEY CONTROL STATION "CLSB-057" AS PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK BOOK AND RECORD OF SURVEY 17271. I.E. NORTHING 1,993,994.52 EASTING 6,230,749.55 (CCS83,1991.35 EPOCH, U.S. SURVEY FEET) NOTES: 1. PROPERTY LINES AND RIGHT-OF-WAY LINES SHOWN HEREON WERE ESTABLISHED FROM CITY OF CARLSBAD CIS DATA. NO TITLE REPORTS WERE REVIEWED FOR THIS PROJECT. 2. CENTERLINES OF STREETS SHOWN HEREON WERE ESTABLISHED FROM RECORD MAPS. SELECT RECORD MONUMENTS WERE TIED INTO THE PROJECT COORDINATE SYSTEM TO ORIENTATE THOSE RECORD MAPS. BEARINGS AND DISTANCES TAKEN FROM CENTERLINES IN THIS DRAWING REPRESENT A BEST FIT COMPILATION OF RECORD DATA. 3. CENTERLINES, PROPERTY LINES, AND RIGHTOF-WAY LINES ARE INTENDED TO BE USED FOR A GRAPHIC REPRESENTATION ONLY. 11. CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES TO CONTROL SOIL MOVEMENT SATISFACTORY TO THE OWNER. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO: SLOPE PROTECTION, HYDROSEEDING, SANDBAGS, AND STORM DRAINS. 12. BLASTING IS NOT PERMITTED. 13. ALL REVISIONS TO THESE DRAWINGS MUST BE APPROVED BY THE CITY OF CARLSBAD. 14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ANY STREET MONUMENTATION IN PLACE. IF ANY MONUMENT IS DISTURBED OR DESTROYED, THE CONTRACTOR WILL BE REQUIRED TO CONTRACT WITH A REGISTERED LAND SURVEYOR FOR THE RE-ESTABLISHMENT AND MAPPING OF THE DESTROYED MONUMENT. 15. ALL SEWERS SHALL BE LEAK TESTED, AIR TESTED, MANDREL TESTED AND CCTV INSPECTED PRIOR TO ACCEPTANCE BY THE CITY. LEAK TEST, AIR TEST, MANDREL TEST, AND CCTV INSPECTION SHALL BE PER SPECIFICATION SECTION 02730. 16. SEWER AND WATER PIPE TRENCH BACKFILL SHALL BE IN ACCORDANCE WITH CITY OF CARLSBAD ENGINEERING STANDARDS AND THE CONTRACT SPECIFICATIONS. 17. AT ANY CHANGE IN FLOW DIRECTION (ELBOWS, ETC.) THRUST BLOCKS SHALL BE CONSTRUCTED PER CITY OF CARLSBAD ENGINEERING STANDARDS OR DETAILS ON THESE PLANS. 18. PRIOR TO PAVING THE STREET SECTION, AR UNDERGROUND FACILITIES WITH LATERALS, INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE. ELECTRIC POWER, GAS. CABLE TELEVISION AND DRAINAGE FACILITIES SHALL BE IN PLACE AND TESTED. 19. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE 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 20. 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 CERTIFICATE 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 HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 21. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 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 LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE ENGINEER OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 5001 PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 5. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS. 6. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 7. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 8. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. POP 00-02 (C) / SP 144 (L) / RP10-26/ CDP 10-17 / HDP 10-05 /SUP 10-02/ HMP 10-03 BROWN AND CALDWELL 9665 Chesapeake Drive, Suite 200 San Diego. Ca. 92123 SHEET NAME PL-02 SHEET 2 CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 25 GENERAL NOTES AGUA HEDK3NDA SEWER LIFT STATION. FORCE MAIN. AND GRAVITY SEWER REPLACEMENT PROJECT PHASE 3 (VC12 AND VC13) INTERCEPTORBEWER AND LAGOON BRIDGE REPLACEMENT (VC14ANDVC15) INTERCEPTOR RELIEF SEWER IN AVENIDA ENCINAS SEWER LIFT STATION AND FORCE MAIN AGUA HEDIONDA LAGOONYMCA AQUATIC FACILITYA.T. & S.F. RAILROAD R/W AT. & S.F. RAILROAD R/W SHEETS PL-OT.PU-OBANDPL-IO AT. & S.F. RAILROAD R/W A.T. & S.F. RAILROAD R/W INTERCEPTOR RELIEF SEWER IN AVENIDA ENCINAS PROJECT LOCATION MAP SCALE T-200- POP 00-02 (C)/SP 144 (L)/RP 10-26 / CDP 10-17 / HDP 10-05 / SUP 10-02 / HMP 10-03 BROWN AND CALDWELL 9665 Chesapeake Drive, Suite 300 San Diego, Ca. 92123 MEET NAME PL-03 CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS PROJECT LOCATION MAP AGUA HEDIONDA SEWER LIFT STATION. FORCE MAIN. AND GRAVITY SEWER REPLACEMENT PROJECT s II j- EXISTING UTILITY X EASEMENT POP 00-02 (O/SP 144(L)/RP10-26f GDP 10-17 /HDP 10-05 / SUP 10-02/ HMP 10-03 o ao 100 KM£ 1" - 100' BROWN AND CALDWELL 9665 Chesapeake Drive, Suite 800apeake Diego,Ca. 92123 SHEET NAME PL-04 CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 25 PROPOSED EASEMENTS AGUA HEDIONDA SEWER LIFT STATION. FORCE MAIN. AND GRAVITY SEWER REPLACEMENT PROJECT PROPOSED ADDITIONAL UTILITY EASEMENT POP 00-02 (C) / SP 144 (L) / RP 10-26 / CDP 10-17 / HDP 10-05 / SUP 10-02/ HMP 10-03 0 80 100 SCALE- 1" - 100* BROWN AND CALDWELL 8866 Chesapeake Drive, Suite 200Sao Diego. Ca. 98183 SHEET NAME PL-OS SHEET CITY OF CARLSBAD ENGINEERING DEPARTMENT PROPOSED EASEMENTS AGUA HEDIONDA SEWER LIFT STATION. FORCE MAIN AND GRAVITY SEWER REPLACEMENT PROJECT I - BEGIN PROPOSED i- CONNECT TO EXISTING RECYCLED WATER / 10'WATER CONSTRUCTION - EXISTING JUNCTION STRUCTURE • LOCATION OF TEMPORARY BY-PASS PUMPING EQUIPMENT EXISTING A.T.&S.F. RAILROAD R/W ,-PROPOSED 6' WATER SERVICE RECYCLED WATER UNE GA.T.&S.F. -ROADR/W TEMPORARY 24-ABOVE GRADE BY-PASS PUMPING FORCE MAIN PROPOSED RELOCATION OF EXISTING 12- HP GAS UNE OPEN TRENCH CONSTRUCTION (ALL UTILITIES) BY-PASS PUMPING BEGIN PROPOSED /- CONNECT TO EXISTING RECYCLED WATER / 10'WATER CONSTRUCTION EXISTING JUNCTION STRUCTURE LOCATION OF TEMPORARY BY-PASS PUMPING EQUIPMENT RELOCATE EXISTING 8" SEWER LATERAL q RAILROADR/W EXIST 42^SEWER<ABANDONJI BEGIN PROPOSED SEWER C6NSTRUCTION TEMPORARY 24' ABOVE GRADE BY-PASS PUMPING FORCE MAIN PROPOSED GRADING (FILL) EXISTING OVERHEAD TELEPHONEPROPOSED RECYCLED WATER (OPEN TRENCH CONSTRUCTION) PROPOSED 6- WATER LINE REPLACEMENT OF EXISTING 3" WATER —•—"—•—• PROPOSED SEWER EXISTING SEWER TO REMAIN ^—~——• EXISTING SEWER TO BE ABANDONED OR REMOVED EXISTING ABANDONED SEWER ——•——• EXISTING 12- HP GAS RELOCATED 12-HP GAS ————• EXISTING 12- HP GAS TO BE REMOVED —•—i—«"—«- TEMPORARY 24' BYPASS FORCE MAIN ——•—•. TEMPORARY 42" SEWER EXISTING OVERHEAD ELECTRICAL EXISTING AT. & S.F. - EX.STINGGAS RAILROAD R/W — ES — EXISTING SEWER — EW EXISTING WATER — so - EXISTING STORM DRAIN TEMPORARY CONSTRUCTION FENCING PROPOSED RELOCATION OF - EXISTING ir HP GAS UNE 0 2Q 40 POP 00-02 (C)/SP 144 (L)/RP 10-267 CDP 10-17 / HDP 10-06 / SUP 10-02 / HMP 10-03 LAYDOWNAREA PROPOSED MANHOLE BROWN AND CALDVELL 8685 Chesapeake Drive, Suite 200San Diego, Ca. 92123 SHEET NAME PL-06 SHEET CITY OF CARLSBAD ENGINEERING DEPARTMENT PROPOSED IMPROVEMENTS AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN. AND GRAVITY SEWER REPLACEMENT PROJECT PHASE2(VC11B)PHASE 3 (VC12 AND VC13) OPEN TRENCH CONSTRUCTION (ALL UTILITIES)HDDHTJENCHLESS CONSTRUCTION (PROPOSED 30" ID SEWER FORCE MAIN) CONSTRUCTION (ALL UTILITIES) OPEN TRENCH CONSTRUCTION (PROPOSED 12' RECYCLED WATER) TEMPORARY CONSTRUCTION FENCING CABRILLO POWERPROPOSED LIFT STATION AGUAHEDIONDA 1AGOON EXISTING PROPERTY LINE REMOVE EXISTING OVERFLOW BASIN (SEE SHEET PL-OS) PROPOSED SO RELOCATION[fll _-"' m| ,—EMSTl HI ' /••- AT.¥"S.F. W " / RAILROAD YMCA AQUATIC CENTER PROPOSED BRIDGE SEE SHEET PH7*.PROPOSED 3tT ID SEWER FORCE MAIN PROPOSED tr RECYCLED WATER (OPEN TRENCH CONSTRUCTION) PROPOSED 54-SJ GRAVITY SEWER PROPOSED JUNCTION STRUCTURE No. A DEMOLISH EXISTING LIFT STATION FACILITIES AFTER COMPLETION OF PROPOSED LIFT STATION (SEE SHEET PL-06) TEMPORARY CONSTRUCTION FENCENCTD RAILROAD PROPOSED GRINDER FACILITY ABANDON EXISTING 4? SEWER EXISTING A.T.&S.F. RAILROAD R/W PROPOSED RELOCATION OF 12-HP GAS LINEEXISTING NCTD BRIDGE PROPOSED TEMPORARY 6- PVC WATEREXISTING 12-HPGASUNETO BE RELOCATED ONTO BRIDGE AND DUSTING PIPE AND SUPPORTS TO BE REMOVED TEMPORARY 42* DIVERSION PIPE TO EXISTING LIFT STATION FOR PIPELINE SEE BRIDGE ELEVATION SHEET PL-15 PROPOSED RELOCATION OF 12' HP GAS UNE TEMPORARY CONSTRUCTION FENCING - PROPOSED JUNCTION STRUCTURE No. 5 - PROPOSED 12" RECYCLED WATER (OPEN TRENCH CONSTRUCTION) POP 00-02 (C) / SP 144 (L) / RP10-26 / COP 10-17 / HDP 10-05 / SUP 1002/ HMP 10-03 - EXISTING BRIDGE AND 42* SEWER TO BE REMOVED AFTER COMPLETION OF PROPOSED BRIDGE BROWN AND CALDWELL 9665 Chesapeake Drive, Suite 200San Diego. Ca. 93123 SHEET NAME PL-07 H,EET CITY OF CARLSBAD ENGINEERING DEPARTMENT PROPOSED IMPROVEMENTS AGUA HEDIONDA SEWER LIFT STATION. FORCE MAIN. AND GRAVITY SEWER REPLACEMENT PROJECT PHASE2(VC11B)PHASE 3 (VC12 AND VC13) PROPOSED BIO-FILTER PROPOSED MCC AND GENERATOR ROOM TEMPORARY CONSTRUCTION FENCING PROPOSED LIFT STATION PROPOSED RETAINING WALLS (31 TOST HIGH)VISIBLE FACE OF PROPOSED STRUCTURE AGUAHEDIONDA LAGOON PROPOSED PERMANENT 81 HIGH, BLACK-v. I ! VINYL COATED CHAIN LINK FENCE (TYP AROUND PUMP STATION SITE) i , CABRILLO POWERPROPOSED FOUL AIR BLOWERS TO BIO-FILTERS EXISTING A.T.&S.F. RAILROAD R/W ' I ' ' I 'PROPOSED FOUL AIR-\/, /'/ BLOWERS TO BIO-FILTER PROPOSED PERMANENT B'HIGHFENCING\ \ \LAYDOWNAREA YMCA AQUATIC CENTER PROPOSED RETAINING WALL (3r TO 8'HIGH) PROPOSED 6" WATER LINE EXISTING PROPERTY LINE O O/ OHDD EQUIPMENT LAYDOWN AREA AND PIPELINE ENTRY PIT PROPOSED RETAINING WALLS AND ABUTMENTS PROPOSED12-RECYCLED WATER (opgN TRENCH CONSTRUCTION) PROPOSED 54'ID GRAVITY SEWER EXISTING 42- GRAVITY SEWER TO REMAINPROPQSED-jyNCTKJN STRUCTURE No. 4 DEMOLISH EXISTING LIFT STATION FACILITIES AFTER COMPLETION OF PROPOSED LIFT STATION (SEE SHEET PL-08) _ TEMPORARY CONSTRUCTION FENCE EXISTING NCTD BRIDGE PROPOSED RELOCATION OF 12" HP GAS LINE EXISTING A.T.&S.F. RAILROAD FVWEXISTING 12- HP GAS LINE TO BE RELOCATED INTO BRIDGE AND EXISTING PIPE AND SUPPORTS TO BE REMOVED EXISTING BRIDGE AND42" SEWER TO BE REMOVED AFTER COMPLETION OF PROPOSED BRDGE PROPOSED TEMPORARY 6- PVC WATER PROPOSED GRINDER FACILITY ABANDON EXISTING 42" SEWERTEMPORARY 42" DIVERSION PIPE TO EXISTING LIFT STATIONPROPOSED BRIDGE SEE SHEET PL-17 TEMPORARY HIGH-LINE BYPASS PUMPING FORCE MAIN PROPOSED RELOCATION OF 12-HP GAS UNE TEMPORARY CONSTRUCTION FENCING LEGEND: - FOR PIPELINE SEE BRIDGE ELEVATION SHEET PL-16 PROPOSED RECYCLED WATER (OPEN TRENCH CONSTRUCTION) PROPOSED 6- WATER LINE REPLACEMENT OF EXISTING r WATER PROPOSED SEWER EXISTING SEWER TO REMAIN EXISTING SEWER TO BE ABANDONED OR REMOVED EXISTING ABANDONED SEWER EXISTING 12" HP GAS RELOCATED 12" HP GAS EXISTING 12- HP GAS TO BE REMOVED TEMPORARY 24' BYPASS FORCE MAIN TEMPORARY 4? SEWER - PROPOSED JUNCTION STRUCTURE No. S - EXISTING OVERHEAD TELEPHONE - EXISTING OVERHEAD ELECTRICAL EXISTING GAS EXISTING SEWER EXISTING WATER EXISTING STORM DRAIN TEMPORARY CONSTRUCTION FENCING LAYDOWNAREA PROPOSED MANHOLE - PROPOSED 12- RECYCLED WATER (OPEN TRENCH CONSTRUCTION) POP 00-02 (C) /SP 144 (L) / RP 1<W6/ COP 10-17 / HDP 10-O5 / SUP 10-02/ HMP 10-03 BROWN AND CALDWELL 8665 Chesapeake Drive. Suite 200 San Diego. Ca. 82183 SHEET NAME PL-08 SHEET CITY OF CARLSBAD EMGNEER1MG DEPARTMENT PROPOSED IMPROVEMENTS AQUA HE DION DA SEWER LIFT STATION. FORCE MAIN, AND GRAVITY SEWER REPLACEMENT PROJECT CONTROL PANEL EXISTING LIFT STATION TOP SLAB DEMOLITION PLAN SCALE: I/I" = V-0" sI !i i -BAR SCREEN AND RACK EXISTING LIFT STATION BOTTOM SLAB DEMOLITION PLAN SCALE: 1/4"= 1XT ^^— LOUVER * | * | | -X^' ,1.1.1,1...IT.!,.! , i . CONCRETE •^ BLOCK WALL EXISTING GENERATOR BUILDING EAST ELEVATION SCALE: 1M- = V-0" EXISTING GENERATOR BUILDING DEMOLITION PLAN SCALE: 1/4'= V-0' 42- SEWER EXISTING LIFT STATION SECTION A-A SCALE: 1/4- = 1XT 304 SS STfiAK K OA V. i',- ; «' TNKK »Ol*CEI «• P,*C£ CON:i S.A! OB owe* PROVIDE DRAIN HOLES IN BOTTOM SLAB (TO BE REMOVED AND BACKFILLED) OVERFLOW BASIN SECTION SCALE: NONE COMSTHUCTI5N JO«IT EXISTING LIFT STATION SECTION B-B SCALE: 1W = 1'-ff POP 00-02 (C) /SP 144 (L) /RP 10-26/ CDP 10-17 / MDP 10-06 / SUP 10-02/ HMP 10-03 BROWN AND CALDWELL Bees Chesapeake Drive, Suite 800 San Diego, Ca. 92183 SHEET NAME PL-09 CITY OF CARLSBAD SHE£TS ENGINEERING DEPARTMENT PROPOSED DEMOLITION AGUA HEDIONDA SEWER LIFT STATION. FORCE MAIN. AND GRAVITY SEWER REPLACEMENT PROJECT INFILTRATION BASIN WITH ~ OVERFLOW TO SWALE AGUAHEDIONDA / LAGOON 12- STORM DRAIN PIPE N 18" STORM DRAIN PIPE - CURB AND GUTTER CURB INLET - EXISTING AX &SP. RAILROAD R/W \ II '-f--; 30T STORM DRAIN PIPE CATCH BASIN WITH FILTRATION MEDIA INSERT REPLACE EXISTING 30- STORM DRAIN PIPE ABANDON EXISTING 18' STORM DRAIN PIPE AND CATCH BASIN 30- STORM DRAIN PIPE INFILTRATION BASIN (TC-11) STORM DRAIN CLEANOUT 24' STORM DRAIN PIPE 18" STORM DRAIN PIPE STORM DRAIN HEAD WALL/RIPRAP OUTFALL TO INFILTRATION BASIN EXISTING INFLITRATION BASIN 18" STORM DRAIN PIPE EXISTING A.T.&S.F RAILROAD R/W -INFILTRATION BASIN WITH OVERFLOW TO SWALE LEGEND: EARTHEN COVER GRAVEL COVER PCC PAVEMENT (PORTLAND CEMENT CONCRETE) ASPHALT PAVEMENT RIVER ROCK OR \ VEGETATED SWALE INFILTRATION BASIN (TC-11) STORM DRAIN CLEANOUT \ I U£ CATCH BASIN WITH ' FILTRATION MEDIA INSERT EXISTING A.T.&S.F.- RAILROAD R/W BASIN OVERFLOW INLET —' ps £ \ \ OUTFALL TO INFILTRATION BASIN -NOTCHED CURB EXISTING INFILTRATION BASIN CURB AND GUTTER ___ ,v CURB WLET — *- ' EXISTING AT. &S.F. RAILROAD RW GRADING QUANTITY TABLE CUT 77,471 CU YD (CUT) FILL 39,056 CU YD (FILL) GRAVEL IMPORT 7,767 CU YD (IMPORT) IMPORT SOIL 7,069 CU YD (IMPORT) EXPORT SOIL 38,579 CU YD (EXPORT) POP 00-02 (C) /SP 144 (L) /RP 1O26/ CDP 10-17 / HDP 10-05 / SUP 10-02/ HMP 10-03 BROWN AND CALDWELL 9865 Chesapeake Drive, Suite 800 San Diego, Ca. 92123 SHEET NAME PL-10 SHEET CITY OF CARLSBAD ENGINEERING DEPARTMENT STORM WATER MANAGEMENT AGUA HEDIONDA SEWER LIFT STATION. FORCE MAIN AND GRAVITY SEWER REPLACEMENT PROJECT PHASE 3 (VC12 AND VC13) HDD/TRENCHLESS CONSTRUCTION (PROPOSED 30" ID SEWER FORCE MAIN) OPEN TRENCH CONSTRUCTION (PROPOSED 12' RECYCLED WATER) (OPEN TRENCH O5NCS|RUCTION) PROPOSED 30" ID SEWER FORCEMAIN PHASE 3 (VC12 AND VC13) HDD/TRENCHLESS CONSTRUCTION (PROPOSED 30" ID SEWER FORCE MAIN) OPEN TRENCH CONSTRUCTION (PROPOSED 12" RECYCLED WATER) PROPOSED 12" RECYCLED WATER -y (OPEN TRENCH CONSTRUCTION) \ BROWN AND CALDWELL 966S Chesapeake Drive, Suite 800San Diego, O. 92123 POP00-02 (C) ISP 144 (L) /RP1O26/ CDP 10-17 / HOP 10-06 / SUP 10-02/ HMP 10-03 SHEET NAME PL-11 SHEET 11 CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 25 PROPOSED IMPROVEMENTS AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN AND GRAVITY SEWER REPLACEMENT PROJECT PHASE 3 (VC12 AND VC13) 3 i HDD/TRENCHLESS CONSTRUCTION (PROPOSED 30" ID SEWER FORCE MAIN) OPEN TRENCH CONSTRUCTION (PROPOSED 12" RECYCLED WATER) PHASE 1 (VC14ANDVC15) OPEN TRENCH CONSTRUCTION (PROPOSED 54" ID GRAVITY SEWER AND 12" RECYCLED WATER) PROPOSED 12'RECYCLED WATER (OPEN TRENCH ONSTRUCTION) AVENIDA ENCINAS PROPOSED 30' ID SEWER FORCE MAIN i- PROPOSED 54' ID GRAVITY SEWER HDD RECEIVING PIT r ;*••*RCPOSED 12" RECYCLED WATER (OPEN TRENCH CONSTRUCT^*; EXISTING 42- GRAVITY SEWER SEWER FORCE MAIN TO GRAVITY SEWER TRANSITION MANHOLE PHASE 1 (VC14ANDVC15) OPEN TRENCH CONSTRUCTION (PROPOSED 54" ID GRAVITY SEWER AND 12" RECYCLED WATER) PROPOSED 54-ID GRAVITY SEWER EXISTING R/W-PROPOSED 12" RECYCLED WATER (OPEN TRENCH CONSTRUCTION)POP 00-02 (C) /SP 144 (L) / RP 10-28/ CDP 10-17 /HDP 10-05 /SUP 10-02/ HMP 10-03 BROWN AND CALDWELL 9665 Chesapeake Drive, Suite 200 San Diego, Ca. B21B3 •HEETNWK PL-12 CITY OF CARLSBAD ENGINEERING DEPARTMENT PROPOSED IMPROVEMENTS AGUA HED1DNDA SEWER LIFT STATION, FORCE MAIN, AND GRAVITY SEWER REPLACEMENT PROJECT I PHASE 1 (VC14 AND VC1S) OPEN TRENCH CONSTRUCTION (PROPOSED 54" ID GRAVITY SEWER AND 12" RECYCLED WATER) tlsL " -OPEN TRENCH CONSTRUCTION (PROPOSED 54" ID GRAVITY SEWER AND 12" RECYCLED WATER) PHASE 1 (VC14 AND VC15) MICROTUNNEL TRENCHLESS CONSTRUCTION (PROPOSED 54" ID GRAVITY SEWER) OPEN TRENCH CONSTRUCTION ( PROPOSED 12" RECYCLED WATER PROPOSED 54" ID GRAVITY SEWER PDF 00-02 (C) ISP 144 (L) /RP 10-26/ CDP 10-17 / HDP 10-05 / SUP 10-02/ HMP 10-03PROPOSED 12-RECYCLED WATER (OPEN TRENCH CONSTRUCTION) CITY OF CARLSBAD 3ROWN AND CALDWELL 9665 Chesapeake Drive, Suite 200 Son Diego, Cn. B2123 PROPOSED IMPROVEMENTS AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN.AND GRAVITY SEWER REPLACEMENT PROJECT 8 I I PHASE 1 (VC14ANDVC15) MICROTUNNEL TRENCHUESS CONSTRUCTION (PROPOSED 54" ID GRAVITY SEWER) OPEN TRENCH CONSTRUCTION (PROPOSED 54" ID GRAVITY SEWER AND 12" RECYCLED WATER) OPEN TRENCH CONSTRUCTION ( PROPOSED 12' RECYCLED WATER) PROPOSED 5*" ID SUAVITY SEWER Ki .5 I ,PROPOSED JUNCTION STRUCTURE No, '", " PROPOSED JUNCTION- STRUCTURE No PROPO RECYCLED W) (OPEN TRENCH CONSTRUCTION) JACKING SHAFT MH No. 4 EXISTING 42'SEWER PHASE 1 (VC14ANDVC15) OPEN TRENCH CONSTRUCTION (PROPOSED 54" ID GRAVITY SEWER AND 12" RECYCLED WATER) i- PROPOSED ir RECYCLED WATER ' {OPEN TRENCH CONSTRUCTION! PROPOSED JUNCTION iAVENIDA ENCINAS A.T.&S.F. RAILROAD—' RIGHT-OF-WAY POP 00-02 (C) /SP 144 (L) / RP 10-26/ CDP 10-17 / HDP 10-05/ SUP 10-02/ HMP 10-03 0 2fl 4fl SCALD I" - W BROWN AND CALDWELL 8665 Chesapeake Drive, Suite 200 Son Diego. Ca. 92123 SHEET NAME PL-14 Srl==T CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 25 PROPOSED IMPROVEMENTS AGU A HEDIONDA SEWER LIFT STATION, FORCE MAIN.AND GRAVITY SEWER REPLACEMENT PROJECT AVENIDA ENCINAS EASEMENT EX CURB AND GUTTER 30 SOUTH BOUND "" LANES EX MEDIAN NORTHBOUND LANES... . .PROP.12-.Tr/ RECYCLED WATER TOP EL = 43£ EX ELECTRICAL- ELUNK — 70 60 »-.EX 3' HP GAS ..ELUNK. ...'. - EX 10' AGP WATER TOPEL=4^0± - EX 8" VC SEWER IE = 40.2± PROP 54-ID SEWER IE = 35.46 SECTION 50 40 30 EX CURB AND GUTTER • 90 EX SIDEWALK EX VEGETATED- ..SLOPE 60 30 AVENIDA ENCINAS EASEMENT SOUTHBOUND LANES y-EX MEDIAN ""'^NORTHBOUND.LANES. EX CURB AND GUTTER 90 EX. SIDEWALK PROP \T RECYCLED WATER ..TQP6L=.«4. .70 ...Vr.EX3.-np.6A5... ELUNK - PROP 54- ID SEWER IE = 29.85 SECTION - EX ttr ACPWATER TOP EL = 68.5±SO 30 100' NCTD RAILROAD 40 30 20 ^EX'T2-HP'GAS FLUNK >-EX TELEPHONE ELUNK - EX 4rRCP SEWERIE = 30.8± SECTION SCALE :1--10- 30 20 POP 00-02 (C) /SP 144 (L) /RP 10^6/ CDP 10-17 / HDP 10-05 / SUP 10-02/ HMP 10-03 scuc r • 10' BROWN AND CALDWELL 9685 Chesapeake Drive, Suite SOO San Diego, Ca. 98123 SHEET NAME PL-15 SHEET CITY OF CARLSBAD ENGINEERING DEPARTMENT 25 CROSS SECTIONS AQUA HEDIONDA SEWER LIFT STATION. FORCE MAIN. AND GRAVITY SEWER REPLACEMENT PROJECT -UFT STATION SOUND ENCLOSURE AND GENERATOR ROOMCONC. RETAKING WALL LINE OF ROOF - BEYONDVW INTEGRAL CONG. COLOR CJP. CONCRETE VW HORIZONTAL FORM LJNER PATTERN NEUTRAL COLOR NEUTRAL COLOR / STEEL ROLL UP t<rrjrtuan HOLLOWMETAL / DOOR(TYP) X lop OP PARAPETDOORfTVP) / *4WT(MSl) / TOP OF PARAPET t-6T-0-(MSL) C.LP. CONCRETE W/MTEGRALCONC. COLOR - FORM TE HOLES FINISH GRADE PER CML VEHICLE 6UARDRAL - BEYOND '•'•' V'\V V'.r.:"..a •'-. .: • :• •• (-.- PLANTED SLOPE- -EQUIPMENT +1Cr-0-(MSL) 1STFLFF WEST ELEVATION -BELOW GRADE STRUCTURE -EQUIPMENT I C.I.P. CONCRETE W/ HORIZONTAL FORM LINER PATTERN C.I.P. CONC. RETAINING WALL W/ INTEGRAL CONC. COLOR PLANTED SLOPE •NEUTRAL COLOR HOLLJOW METAL DOORfTYP) GRINDER FACILITY -UFT STATION LINE OF ROOF - BEYOND CJP. CONCRETE W/ INTEGRAL CONC. COLOR •FORM TIE HOLES Kj;y .•//'».',^•'.«.•:'•'•'••.v ":.-!i. \;v.' i"r'.; '—' SOUTH ELEVATION LIFT STATION SITE PLAN NO SCALE COLOR SWATCH OLD GOLD M1291 COLOR SWATCH GINGER (6128) POP OMB (C)/SP 144 (L)/ RP 1MB / COP 10-17/HDP 1IM»/SUP VHttl HMP10-OJ 0 «—•=—'• I, BROWN AMD CALDWELL 0065 dUMpMto Drt«, Suits 800Son DSago. Ca. 92123 PL-16 1«CITY OF CARLSBAD ELEVATIONS AGUA HEOIONDA SEWER UFT STATION. FORCE MAM. AMD GRAVITY SEWER REPLACEMENT PROJECT +3S'-0-(MSL) TOP OF STRUCTURE LIFT STATION .INE OF ROOF - BEYOND SOUND ENCLOSURECTW) I __ I _____ / C.I J1. CONCRETE W/ HORIZONTAL FORM UNERPATTERN NEUTRAL COLOR STEEL CANOPY (TYP)r w.M-. nw W/MTEC OLP. CONC. RETAMMO WALL W/ INTEGRAL CONC. COLOR -> •' •'•• ^ ,»'..•' '*. • «•' ••.;•• '''.'• -''•j'- ;.; ;:^-l --.v-t' V: :fi l;-? ''•• !- •••• '•'•' •••••• ''•""^ I SOUTHWEST ELEVATION J -&MNCHPIPELJNE - SOUTH ABUTMENT/RETAIMNG WALL /— e'-O" HIGH (EARTH TONE COLOR WITH WAVE FORM LINER TEXTURING AND ANTI-GRAFFITI COATING) EXISTING YMCA AQUATIC CENTER STRUCTURES NORTH ABUTMENT/RETAINING WALL (EARTH TONE COLOR WITH WAVE FORM LINER TEXTURING AND ANTI-GRAFFITI COATING) FNSH GRADE EXISTING 12-WCH HOH PRESSURE GAS LINE EAST BRIDGE ELEVATION COLOR SWATCH OLD GOLD (81291 COLOR SWATCH PDPOM2(C)/SP144(L)/RP1IWe/ CDP10-17/HDP1M6/SUP1WB/ HMP1043 0 4 i BROW If AND CALDWELL 9085 OumpnlHi Drtre. Sutta 800 San Dtaoo. Ca. 98129 PL-17 17 CITY OF CARLSBAD 11» ELEVATIONS AGUA HEDIONDA SEWER UFT STATION, FORCE MAM. ANOORAVITY SEWER REPLACEMENT PROJECT 8 I I MATCHLINE SEE BELOW FOR CONTINUATION AVENIDA ENCINAS 54' SEWER STAGING PLAN SCALE: 1-« 80' - MATCHLINE SEE ABOVE FOR CONTINUATION 54' SEWER STAGING PLAN SCALE: r = 80' MATCHLINE SEESHEETPL-19 FOR CONTINUATION LIMITS OF WORK AREA NOTES: 1. LIMITS OF OPEN EXCAVATION CONSTRUCTION STAGE SHALL NOT EXCEED 400 FEET IN LENGTH. 2. CONTRACTOR SHALL OBSTRUCT ONLY ONE TURNING LANE, PER ROAD SIDE BUSINESS PARK, AT ANY ONE TIME. 3. CONTRACTOR SHALL NOT HAVE MORE THAN ONE CONSTRUCTION STAGE AT A TIME WITH OPEN TRENCH ACTIVITIES OCCURRING. 4. CONTRACTOR SHALL USE K-RAIL CONCRETE BARRIERS TO DELINEATE AND PROTECT THE CONSTRUCTION ZONE. 5. FOLLOWING PIPE INSTALLATION AND BACKFILL OF EACH CONSTRUCTION STAGE THE CONTRACTOR SHALL CAP IMPACTED ROADWAY SURFACE WITH HOT-MIX ASPHALT. CONTRACTOR SHALL PLACE TEMPORARY DOUBLE YELLOW STRIPING ALONG BOUNDARY OF REMOVED HARDSCAPE MEDIAN UNTIL RAISED MEDIAN IS REPLACED IN KIND. 6. CONTRACTOR SHALL REPLACE IN KIND ANY LANE STRIPING IMPACTED DURING CONSTRUCTION IMMEDIATELY FOLLOWING COMPLETION OF EACH STAGE. 7. WHILE CONSTRUCTION ACTIVITIES ARE OCCURRING WITHIN A SINGLE STAGE. THE CONTRACTOR SHALL NOT OCCUPY MORE THAN 100 FEET OF EITHER THE LEAD OR LAG STAGE FOR CONSTRUCTION ZONE ACCESS. 8. AT CONSTRUCTION STAGES WHERE TRAFFIC IS TEMPORARILY REDUCED TO A SINGLE TRAVEL LANE THE CONTRACTOR SHALL PERFORM NIGHT CONSTRUCTION OR PROVIDE FLAGGER CONTROL UNTIL SEGMENT IS COMPLETED. 9. MAINTAIN A MINIMUM OF ONE LANE OF TRAFFIC IN EACH DIRECTION FOR ALL STAGES UNLESS NOTED OTHERWISE. 10. ALL WORK WILL BE PERFORMED DURING NORMAL WORK HOURS UNLESS APPROVED OTHERWISE BY THE ENGINEER 11. STAGES ARE NOT REPRESENTATIVE OF CONSTRUCTION ORDER. 12. SEGMENT MAY REQUIRE FLAGGER TRAFFIC CONTROL AND/OR NIGHT TIME CONSTRUCTION. SUBJECT TO ENGINEER APPROVAL AND CMC 8.48.010. 12-RECYCLED WATER STAGING PLAN SCALE: 1'= 40' POP 00-02 (C)/SP 144 (L)/RP 10-26 / CDP 10-17 / HDP 10-05 / SUP 10-02 / HMP 1MB BROWN AND CALDWELL 9665 Chesapeake Drive, Suite 800 San Diego, Ca. 92123 SHEET NAME PL-18 "Jf18 CITY OF CARLSBADENGINEERS DEPARTMENT SHEErs 25 TRAFFIC STAGING PLAN AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN, AND GRAVITY SEWER REPLACEMENT PROJECT 8 I I MATCHLINE SEE BELOW FOR CONTINUATION - MATCHLINE SEESHEETPL-18 FOR CONTINUATION 54'SEWER STAGING PLAN SCALE: 1" = 80' STAGE 24 - MATCHLINE SEE ABOVE FOR CONTINUATION SEENOTiT 54' SEWER STAGING PLAN SCALE: r = BO1 « BO E r - us LEGEND: LIMITS OF WORK AREA NOTES: 1. LIMITS OF OPEN EXCAVATION CONSTRUCTION STAGE SHALL NOT EXCEED 400FEET IN LENGTH. 2. CONTRACTOR SHALL OBSTRUCT ONLY ONE TURNING LANE, PER ROAD SIDEBUSINESS PARK, AT ANY ONE TIME. 3. CONTRACTOR SHALL NOT HAVE MORE THAN ONE CONSTRUCTION STAGE AT A TIME WITH OPEN TRENCH ACTIVITIES OCCURRING. 4. CONTRACTOR SHALL USE K-RAIL CONCRETE BARRIERS TO DELINEATE ANDPROTECT THE CONSTRUCTION ZONE. 5. FOLLOWING PIPE INSTALLATION AND BACKFILL OF EACH CONSTRUCTION STAGE THE CONTRACTOR SHALL CAP IMPACTED ROADWAY SURFACE WITH HOT-MIX ASPHALT. CONTRACTOR SHALL PLACE TEMPORARY DOUBLE YELLOW STRIPING ALONG BOUNDARY OF REMOVED HARDSCAPE MEDIAN UNTIL RAISED MEDIAN ISREPLACED IN KIND. 6. CONTRACTOR SHALL REPLACE IN KIND ANY LANE STRIPING IMPACTED DURING CONSTRUCTION IMMEDIATELY FOLLOWING COMPLETION OF EACH STAGE. 7. WHILE CONSTRUCTION ACTIVITIES ARE OCCURRING WITHIN A SINGLE STAGE, THE CONTRACTOR SHALL NOT OCCUPY MORE THAN 100 FEET OF EITHER THE LEAD OR LAG STAGE FOR CONSTRUCTION ZONE ACCESS. 8. AT CONSTRUCTION STAGES WHERE TRAFFIC IS TEMPORARILY REDUCED TO A SINGLE TRAVEL LANE THE CONTRACTOR SHALL PERFORM NIGHT CONSTRUCTION OR PROVIDE FLAGGER CONTROL UNTIL SEGMENT IS COMPLETED. 9. MAINTAIN A MINIMUM OF ONE LANE OF TRAFFIC IN EACH DIRECTION FOR ALLSTAGES UNLESS NOTED OTHERWISE. 10. ALL WORK WILL BE PERFORMED DURING NORMAL WORK HOURS UNLESS APPROVED OTHERWISE BY THE ENGINEER. 11. STAGES ARE NOT REPRESENTATIVE OF CONSTRUCTION ORDER. 12. SEGMENT MAY REQUIRE FLAGGER TRAFFIC CONTROL AND/OR NIGHT TIME CONSTRUCTION. SUBJECT TO ENGINEER APPROVAL AND CMC 8.46.010. 12-RECYCLED WATER STAGING PLAN SCALE: 1- = 40' POP 00-02 (C)/ SP 144 (L)/ RP 10-26 / CDP 10-17 / HDP 10-05 / SUP 10-02 / HMP 10-03 BROWN AND CALDWELL 966S Chesapeake Drive, Suite 200 San Diego. Ca. 98183 SHEET NAME PL-19 19 TRAFFIC STAGING PLAN AGUA HEDIONOA SEWER LIFT STATION, FORCE MAIN. AND GRAVITY SEWER REPLACEMENT PROJECT _ LEGEND MAX. HEIGHT QUANTITY STRAWBERRY TREE 25 FT. CAJEPUTTREE 35 FT. NEW ZEALAND CHRISTMAS TREE 30 FT. TREES (15 gal. and 24" box) such as: ^} ARBUTUS UNEDO MELALEUCA QUNQUENERVIA METEROSIDEROS EXCELSUS SHRUBS (5 gal. and 15 gal.) such as: (A COTONEASTER LACTEUS Q CARISSAMACROCARPA GROUND COVER (such as): | | ACACIA REDOLENSTJESERT CARPET PROSTRATE ACACIA PARNEY COTONEASTER NATAL PLUM MYOPORUM PARVIFOUUM LIMONIUM PEREZII !«•«**, | AGAPANTHUSAFRICANUS OSTEOSPERMUM FRUITICOSUM BASIN GROUND COVER (such as): LEYMLISTRmCOIDES PROSTRATE MYOPORUM SEA LAVENDER LILY OF THE NILE TRAILING AFRICAN DAISY CREEPING WILD RYE 6FT. 6 FT. 2 FT. 6 INCHES 2 FT. 2 FT. 1FT. PAVING MATERIALS PORTLAND CEMENT CONCRETE ASPHALT PAVEMENT GRAVEL COVER SEED MIX SPECIFICATION Latin name Common name ATRIPLEX LENTIFORMIS MIMULUS AURANTIACUS ACHILLEA MILLEFOLIUMERIOPHYLLUM CONFERTIFLORUM HELIOTROPIUM CURASSAVICUM LOTUS SCOPARIUS NASSELLAPULCHRA NASSEUALEPIDA MEUCAIMPERFECTA DISTICHUS SPICATA MUHLENBERGIA RIGENS ESCHSCHOLZIA CALIFORNICA CASTILLEJA EXSERTA LUPINUS BICOLOR LUPINUS SUCCULENTUS PLANTAGOERECTA EPH.OBIUM CANUM BREWERS SALTBRUSH MONKEY FLOWER COMMON YARROW GOLDEN YARROW WILD HELIOTROPE DEERWEED PURPLE NEEDLEGRASS FOOTHILL NEEDLEGRASS COAST RANGE MELIC SALTGRASS DEERWEEDCALIFORNIA POPPY PURPLE OWLS CLOVER MINIATURE LUPINE ARROYO LUPINE DWARF PLANTAIN CALIFORNIA FUCHSIA 0.25 2.0 1.0 0.25 0.25 0.5 0.25025 0.50 0.50 0.50 025 0.50 0.50 0.50 0.25 TOTAL 10.5 SEED INSTALLATION NOTE INSTALL SEED MIX ON ALL BARE SOIL EXPOSED BY BRIDGE ABUTMENT GRADING AND CONSTRUCTION ON BOTH SIDES OF LAGOON CHANNEL. ON UNDEVELOPED SITES UNPROTECTED VEGETATION REMOVED AS A RESULT OF CONSTRUCTION SHALL BE REVEOETATED WITH THE SEED MIX ABOVE. HYDROSEEDED PER CONTRACT SPECIFICATION SECTION 02930. AREAS TO BE HYDROSEEDED WILL BE DELINEATED BY PROJECT BIOLOGIST AND INCLUDE MCROTUNNELMG. TRENCH DIGGING. STAGING AREAS. MAINTENANCE ROADS AND UNANTICIPATED IMPACTED AREAS. PLAN NOTES |T| TREES LOCATED TO SCREEN VIEWS INTO PROJECT. [T| SCREENING SHRUBS MAINTAINED TO 6 FEET AGAINST WALL |T| GRASS-PLANTED VEGETATED SWALE f<1 VEGETATED INFILTRATION BASIN |T] RAISED PLANTER -24" TO 30" TALL |T| EDGE OF IRRIGATED LANDSCAPE |T| 8 FOOT HIOH. BLACK VINYL COATED CHAWLINK FENCE PER DETAIL WEST ELEVATION SCALE: 1- = 20" SOUTH ELEVATION SCALE: 1" = 20' BLACK VINYL COATED CHAINLJNKMESH (TYP) TENSION WIRES(TYP) MINIMUM DEPTH 42- AND MINIMUM DIAMETER 12" FOR GATE POST HOLES HORIZONTAL BRACE WTTH TRUSS RODS CONCRETE ENCASEMENT. ALL ENCASEMENTS SHALL HAVE A I' CROWN ABOVE GROUND LEVEL MINIMUM DEPTH 36" AND MINIMUM DIAMETER f FOR LINE, END AND CORNER POST HOLES CHAIN LINK FENCE DETAIL NOT TO SCALE -BRIDGE ABUTMENTS (SEE SEED INSTALLATION NOTES) POP 00-02 (C)/SP 144 (L)/ RP 10-26 / CDP 10-17/HDP 10-05/SUP 10-02 / HMP 10-03 ,030 nUDAY(WO) 931-0700 TAX (WO)CA1IUBA1X CA80) 931-0744 BROWN AND CALDWELL 9865 Chesapeake Drive, Suite 800 San Diego, Ca. 92123 SHEET NAME PL-20 SHEET 20 CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 25 LANDSCAPE CONCEPT PLAN AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN, AND GRAVITY SEWER REPLACEMENT PROJECT \•\ o o o o 86--0- 21'-a- GENERATOR 271-0" ELECTRICAL Sf-tor OFFICE EXTERIOR STAIRWELL IS NOT INCLUDED IN AREA /—EXTERIOR STAI / NOT INCLUDED BUILDING AREA SQUARE FOOTAGE No. hoolnoTi rioTIrajoinan f25ia1 rwnrzon USTI 12051 12061 rsooi ROOM LIFT PUMPS WET WELL FORCE MAIN PUMPS GENERATOR ELECTRICAL ENTRY TOILET OFFICE LIFT PUMPS WET WELL FORCE MAIN PUMPS GRINDER AREA 1.945 SO FT 550 SOFT 2,878 SO FT 719 SOFT 895.5 SOFT 103 SOFT 88.5 SO FT 123 SO FT 2.080 SOFT 927.5 SOFT 2,337 SOFT 875 SOFT LIFT STATION FIRST FLOOR - 5.373 SQ. FT. SCALE:? LIFT STATION SECOND FLOOR - 7.273 SQ. FT. SCALE: Jfe-l'-O- rEXTERIOR STAIRWELL IS NOT INCLUDED IN AREA GENERATOR AND ELECTRICAL BIO-FILTER VAULT (GRANULAR MEDIA FILLED) LIFT STATION GRINDER Sff-O" KEY MAP NO SCALE GRINDER FACILITY - 875 SQ. FT. SCALE: 5fe-=1'-0"POP 00-02 (C) / SP 144 (L) / RP 10-26 / COP 10-17/HDP 10-05/SUP 10-02/ HMP 10-03 BROWN AND CALDVELL 986S Chesapeake Drive. Suite 200San Diego. Ca. 92123 SHEET NAME PL-21 SHEET 21 CITY OF CARLSBAD ENGINEERING DEPARTMENT 25 BUILDING LAYOUTS AQUA HEDIONDA SEWER LIFT STATION. FORCE MAIN. ANP GRAVITY SEWER REPLACEMENT PROJECT LOOKING FROM 1-5 NOT TO SCALE LOOKING FROM CARLSBAD BOULEVARD NOT TO SCALE LOOKING FROM GARFIELD STREET NOT TO SCALE POP 00-02 (C) / SP 144 (L) / RP 10-26 / CDP 10-17 / HDP 10-05 / SUP 10-02 / HMP 10-03 -UJ 1630 MBABAY AVENUE. SUITE 10O.(TOO) 931-O7BO nut (700) 831-07+4 BROWN AND CALDWELL 9665 Chesapeake Drive, Suite 200San Diego, Ca. 92123 SHEET NAME PL-22 SHEET 22 CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 25 VISUAL SIMULATIONS AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN AND GRAVITY SEWER REPLACEMENT PROJECT LOOKING SOUTH NOT TO SCALE LOOKING NORTH NOT TO SCALE LOOKING WEST NOT TO SCALE PDF 00-02 (C) / SP 144 (L) / RP 10-26 / COP 10-17 / HDP 10-05 / SUP 10-02 / HMP 10-03 LOOKING SOUTHEAST NOT TO SCALE 1630 rARABAY AVZNUE, SUITS 100.(760) 831-0700 FAX (760) 961-6744 BROWN AND CALDVELL 8665 Chesapeake Drive, Suite 800San Diego, Ca. 62123 SHEET NAME PL-23 SHEET 23 CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 25 ARCHITECTURAL RENDERINGS AQUA HEDIONDA SEWER LIFT STATION, FORCE MAIN. AND GRAVITY SEWER REPLACEMENT PROJECT AGUA HEDIONDA LAGOON Tl I I a 1 I BASIN SLOPES TABLE NUMBER 1 2 3 4 MINIMUM SLOPE 0.00% 15.00% 25.00% 40.00% MAXIMUM SLOPE 15.00% 25.00% 40.00% > 40.00% COLOR 'm 2D AREA (SO FT) 26,288 2,886 2,265 18,292 3D AREA (SQ FT) 26,329.26 2,939.87 2,379.46 21,571.80 NOTE: ALL SLOPES SHOWN IN SECTIONS ARE AVERAGE SLOPES. EX AT. & S.F. RAILROAD R/W 3 70 -10 0+00 0+50 1+00 Station SECTION A-A 1+50 40 -10 0+00 -.fft 40 0+50 1+00 Station SECTION B-B 1+50 -10 7% II 1+00 Station SECTION C-C 1+50 2+00 POP 00-02 (C) / SP 144 (L) / RP 10-261 CDP 10-17 / HDP 10-05 / SUP 10-02 / HMP10-03 SCALE: 1' - 4tf BROWN AND CALDWELL 9665 Chesapeake Drive, Suite 200San Diego, Ca. 92183 SHEET NAME PL-24 SHEET 24 CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 25 CROSS SECTIONS AGUA HEDIONDA SEWER LIFT STATION. FORCE MAIN AND GRAVITY SEWER REPLACEMENT PROJECT LIFT STATION SITE SLOPES TABLE NUMBER 1 2 3 4 MINIMUM SLOPE 0.00% 15.00% 25.00% 40.00% MAXIMUM SLOPE 15.00% 25.00% 40.00% > 40.00% COLOR 1 t 2D AREA (SO FT) 91,855 11,354 7.735 13,079 3D AREA (SO FT) 91,979.98 11,580.93 8,156.83 15,097.80 NOTE: ALL SLOPES SHOWN IN SECTIONS ARE AVERAGE SLOPES. CONCRETE BERM 70 60 50 ^40 | 30 f 20 10 0 -10 -5% 0+00 0+50 1+00 1+50 2+00 Station SECTION D-D 3+50 '0+00 0+50 1+50 2+00 Station SECTION E-E CONCRETE BERM o+oo 0+50 1+00 1+50 2+00 2+50 EXA.T. &S.F.- RAILROAD R/W 3+00 3+50 Station SECTION F-F 4+00 4+50 5+00 5+50 6+00 6+50 POP 00-02 (C) / SP 144 (L) / RP 10-26 / CDP 10-17 / HDP 10-05 / SUP 10-02 / HMP 10-03 e 20 « BROWN AND CALDWELL 9666 Chesapeake Drive, Suite 200San Diego, Ca. 92123 SHEET NAME PL-25 SHEET city OF CARLSBAD 25 ENGINEERING DEPARTMENT 25 CROSS SECTIONS AGUA HEDIONDA SEWER LIFT STATION, FORCE MAIN, AND GRAVITY SEWER REPLACEMENT PROJECT