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HomeMy WebLinkAboutDWG 462-5; 5508; BUENA VISTA LIFT STATION FORCE MAIN; 01-48CDP 09-03/SUP 09-01 CONSTRUCTION PLANS FOR BUENA VISTA LIFT STATION FORCE MAIN (VC-4) CONTRACT NO. 55081 C ' C PROJECT DESCRIPTION PROJECT LOCATION .. ~ ~E : CAlAVERA I VICINITY MAP NOT TO SCALE RD AVE UVENHAIN RO. IMPROVEMENTS TO THE BUENA VISTA LIFT STATION FORCE MAIN (VC-4) INCLUDE ADDING AN ADDITIONAL, PARALLEL FORCE MAIN "B" TO ALLOW FOR REDUNDANT PUMPING CAPABILITIES. 2,400 LINEAR FEET OF THE EXISTING FORCE MAIN "A" WILL EITHER BE REHABILITATED WITH A CURED-IN-PLACE LINER OR REPLACED WITH NEW 24" FUSIBLE PVC OR HOPE PIPE. THE PROJECT ADDS 900 LINEAR FEET OF NEW 24" FUSIBLE PVC OR HOPE PIPE AND 300 LINEAR FEET OF NEW 24" DUCTILE IRON PIPE. FORCE MAIN "B" CONSISTS OF 3,300 LINEAR FEET OF NEW 24" FUSIBLE PVC OR HOPE PIPE AND 300 LINEAR FEET OF NEW 24" DUCTILE IRON PIPE. A NEW SURGE TANK, YARD PIPING, NEW FLOW METERS AND NEW PLUG VALVES WILL BE INSTALLED AT THE LIFT STATION SITE. EXISTING YARD PIPING AT THE LIFT STATION WILL BE REMOVED. APPROXIMATELY 400 LINEAR FEET OF EXISTING DUCTILE IRON PIPE AND ACP PIPE WILL BE CAPPED AND ABANDONED IN PLACE BETWEEN JEFFERSON STREET NORTH AND JEFFERSON STREET WEST. CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. "BUD" LEWIS -MAYOR ANN KULCHIN -MAYOR PRO TEM MA TT HALL -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER KEITH BLACKBURN -COUNCIL MEMBER LISA HILDABRAND CITY MANAGER GLENNPRUIM UTILITIES DIRECTOR AUGUST2010 . S/JENA VIS.TA. LAGOON S VISTA WAY YOURELL AVE PROJECT AREA VISTA CREEK PLAZA CAMINO REAL SHOPPING CENTER BUENA VISTA LIFT STATION · B_UENA VISTA -LA()OON ~ f-------'-_L_------j ~ LAS FLORES DR LEGEND I 1111111111 PROPOSED PROJECT AREA LOCATION MAP NOT TO SCALE SHEET NAME G-01 ~ CITY OF CARLSBAD I SHEETS I 1----+---+--------------t-----+----t---+-----i i__!__J ENGINEERING DEPARTMENT 48 -----------,.---,..----;-----,.---, :; ,-------------------.---------,-------,------------------,----------------+---+----lf----------------+----+--t--+-----l IMPROVEMENT PLANS FOR: GENERAL FINAL BROWN AND CALDWELL ~ CITY OF VISTA ~ WARNING 1l SANITATION DISTRICT 1 a 0 1/2 ~ ~ 9665 Chesapeake Drive, Suite ZOl San Diego, Ca. 92123 SU8t.117ED: DATE: f'RO.ECT MANAGER Af>PROVcl): 01\TE: BR0'/19,' AND 8ALDM1.l.. "AS BUil T" VICINITY AND LOCATION MAP !\,De~ ...J/1.4;,1 __ 1-----+---+-------------+---+---t---t-----i ~======cacc'u,::,CEN,,=A,=;\l;,=/s"'rA7"L',,'JF"°Tc"'sr;=A=Tlo=N=F=o=Rc=E=MA=IN======; ~ r' APPROVED WILLIAM E. PLUMMER p E. -fj7?l... EXP filO/IS DA TE t c' D51689 f:J IF THIS BAR !JOES w xp. 6-,0-12 "' NOT MEASURE 1" f-----==-=i======-::_===----f~~;;;-;;--;;-:;::-------------jf---t---+-,,;-,;;.---;;,.,--;,.;c---------DEPUTY CITY ENGINEER PE 28176 EXPIRES J 31 12 DATE ;' I rv-, ,/ / THEN DRAWING IS REVIEWED BY: 1 115 · BUILT o N FB I I ct ::::J---~L\L,;---• ,; 'l-1 fo /VI\.. / DAIE INITIAL DATE ,NITIAL DATE INITIAL w BY: -~ PROJECT NO. DRAWING NO. APPROV-:..0: 01\lt: ;: LAWRENCE PIERCE, P.E. DATE NOT TO SCALE. "' ;/Ate.,;-"?~,,,,.;) ,3 (.:)g-/t.$ REVISION DESCRIPTION CRHVWKDD BBYY·-~~ 5508 462-5 {; l_,,_....,..,.._._,.....,.,.. .... _, ... .,.. _______ _,_!_;D~IRE~C~TO~R~OF;;EN;Gl;NE;ER;IN;;jGiiiiii,iiiiiiii,;--iiiiiiiiiiiiiiiiiiiiiiii,iiiiiiiii,iii;;;,;~--~;;;;;;;;;;;;;;;;,;iiiiii,iii!;;;;;;;;;;,;;;;;;;;;;;;;;.;;;~iiiiiiiiiiiiiiiij-iiiiiiii~;;;..;;;~~~;;;;;----~~lb!$~~7 PE~C~T~OR~iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii-iiiiii;_;D;;A~TE~~~cN~G~INE~-E~R ~OF;;ll~O~RK~iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii£0~TH~lR~A~PP~R~OV~AL~~C~ITY~~AP~PR~O~VA~L~;;;;;;;;;;;;~;~ ~;;;;;;;;;;;;;;~~~~~~~~~;;1.1 ·i VISTA CIP NO. 8158 HORIZONTAL NO SCALE SCALE VIER Tl CAL NONE 0 c INDEX OF DRAWINGS GENERAL 1 G-01 VICINITY AND LOCATION MAP 2 G-02 INDEX OF DRAWINGS AND GENERAL NOTES 3 G-03 GENERAL NOTES 4 G-04 ABBREVIATIONS 5 G-05 STANDARD SYMBOLS 6 G-06 LINE AND CURVE DATA TABLE DEMOLITION 7 D-01 8 D-02 CIVIL 9 C-01 10 C-02 11 C-03 12 C-04 13 C-05 14 C-06 15 C-07 16 C-08 17 C-09 18 C-10 19 C-11 20 C-12 21 C-13 22 C-14 23 C-15 24 C-16 25 C-17 26 C-18 DUAL 16" ACP FORCE MAIN DEMOLITION BUENA VISTA LIFT STATION DEMOLITION PLAN YARD PIPING FM "A/C" PLAN AND PROFILE STATION 1+00 TO 12+00 FM "A/C" PLAN AND PROFILE STATION 12+00 TO 23+00 FM "A/C" PLAN AND PROFILE STATION 23+00 TO 34+00 FM "A/C" PLAN AND PROFILE STATION 34+00 TO 40+54 FM "B" PLAN AND PROFILE STATION 1+00 TO 12+00 FM "B" PLAN AND PROFILE STATION 12+00 TO 23+00 FM "B" PLAN AND PROFILE STATION 23+00 TO 34+00 FM "B" PLAN AND PROFILE STATION 34+00 TO 40+41.64 FM "A/C" ENLARGED PLAN FM "B" ENLARGED PLAN NEW 2 1/2" 2W WATER SUPPLY DETAILS 1 DETAILS 2 DETAILS 3 DETAILS4 CONNECTION TO DUAL 16" ACP FORCE MAIN TRENCH SECTIONS STRUCTURAL 27 S-01 28 S-02 29 S-03 30 S-04 GENERAL NOTES PLAN, SECTIONS AND DETAILS PLAN, SECTIONS AND DETAILS DETAILS MECHANICAL 31 M-01 BUENA VISTA LIFT STATION PLAN 32 M-02 SECTIONS 33 M-03 METER VAULT PLAN AND SECTION 34 M-04 DETAILS ELECTRICAL 35 E-01 LEGEND AND SYMBOLS 36 E-02 DETAILS 37 E-03 BUENA VISTA LIFT STATION PLAN 38 E-04 HPU UNIT POWER AND CONTROL PLAN TRAFFIC 39 T-01 GENERAL NOTES 40 T-02 STAGE 1 41 T-03 STAGE 2 42 T-04 STAGE 2 43 T-05 STAGE 3 44 T-06 STAGE 3 45 T-07 STAGE 4 46 T-08 STAGE4 47 T-09 STAGE 5 48 T-10 STAGE 5 BASIS OF COORDINATES NAO 83 (1991.35 EPOCH) CLSB-128 N 2010619.198' E 6227989.315' RECORD OF SURVEY 17271 2.5" DISC STAMPED "CLSB-120 L.S. 6215" IN NORTHWEST CORNER OF JEFFERSON STREET BRIDGE OVER BUENA VISTA LAGOON 0.1 MILES NORTH OF MARRON ROAD 139 (5-50.7) N 2007465.166' E 6226282.274' RECORD OF SURVEY 17271 CADT DISC STAMPED "5-50.7 1989" IN SOUTH SIDEWALK NEAR THE END OF LAS FLORES DRIVE BRIDGE OVER INTERSTATE 5. BENCHMARK CLSB-128 ELEV.: 26.560' DATUM: NGVD 29 RECORD OF SURVEY 17271 2.5" DISC STAMPED "CLSB-120 L.S. 6215" IN NORTHWEST CORNER OF JEFFERSON STREET BRIDGE OVER BUENA VISTA LAGOON 0.1 MILES NORTH OF MARRON ROAD SUMMARY TABLE BUENA VISTA LIFT STATION: APN: 156-301-01 AND 02 ZONING: GENERAL COMMERCIAL (C-2) GP: REGIONAL COMMERCIAL (R) JEFFERSON STREET: ZONING: OTHER ROADWAY GP: UNDERSIGNED STREET R-O-W NOTES: 1. PROPERTY LINES AND RIGHT-OF-WAY LINES SHOWN HEREON WERE ESTABLISHED FROM CITY OF CARLSBAD GIS DATA. NO TITLE REPORTS WERE REVIEWED FOR THIS PROJECT. 2. CENTERLINES OF STREETS SHOWN HEREIN 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 RIGHT-OF-WAY LINES ARE INTENDED TO BE USED FOR A GRAPHIC REPRESENTATION ONLY. GENERAL NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. ALL WORK OF THIS CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST REVISION). THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2009 EDITION (GREEN BOOK) AND PROJECT TECHNICAL SPECIFICATIONS. CONTRACTOR SHALL REQUEST UNDERGROUND SERVICE ALERT (1-800-422-4133) AND NON-MEMBER COMPANIES, OR UTILITIES TO MARK OR OTHERWISE INDICATE THE LOCATION{S) 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 B. PACIFIC BELL C. TIME WARNER CABLE D. COX COMMUNICATIONS E. CITY OF CARLSBAD (STREETS & STORM DRAIN) (800)660-7343 (800)892-0123 (760)438-7741 (760)806-9809 (760)434-2980 * F. CITY OF CARLSBAD (760)438-2722 (FORCE MAIN, WATER & RECLAIMED WATER) DEPTH AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHALL BE DETERMINED BY THE CONTRACTOR BY POTHOLING AND FIELD SURVEY OF ELEVATIONS PRIOR TO TRENCHING. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT (800)422-4133 PRIOR TO ANY EXCAVATION WORK. CONTRACTOR SHALL LOCATE AND PROTECT IN PLACE ALL EXISTING UTILITY VALVE BOXES, MANHOLES, VAULTS, FORCE MAIN CLEANOUTS, STORM DRAINS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES. CONTRACTOR SHALL PREPARE ALL WORK AREAS IN JEFFERSON STREET AND ALONG PIPELINE ALIGNMENTS FOR THE CARLSBAD MARATHON ON JANUARY 23, 2011. CONTRACTOR SHALL PROVIDE A FULL WIDTH OF ROAD AND A SAFE RUNNING SURFACE TO CARLSBAD MARA THON PARTICIPANTS. ROAD SURFACE ON JANUARY 23, 2011 SHALL HAVE NO ABRUPT EDGES, UN-UNIFORM SURFACES OR HAZARDS TO MARATHON PARTICIPANTS. ALL CONSTRUCTION AND OPERATIONS BY THE CONTRACTOR SHALL BE IN ACCORDANCE WITH CAL-OSHA REQUIREMENTS, THE GEOTECHNICAL REPORT, THESE CONSTRUCTION PLANS AND SPECIFICATION, AND ALL PERMITS REQUIREMENTS WHICHEVER IS MORE STRINGENT. 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 BUil T" DRAWINGS. CONTRACTOR SHALL DOCUMENT THE WORK THROUGHOUT IN ACCORDANCE WITH SPECIFICATION SECTION 01380, PHOTOGRAPHS AND VIDEO RECORDINGS. WHERE THE FORCE MAIN 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 FORCE MAIN AND OTHER INSTALLATIONS. SEPARATION OF FORCE MAIN AND WATER LINES MUST COMPLY WITH AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC HEAL TH REGULATIONS RELATED TO DRINKING WATER, CHAPTER 16, ARTICLE 4, PARAGRAPH 64572, DATED JANUARY 1, 2009. 10. PLASTIC TRACER TAPE SHALL BE PLACED ABOVE THE PIPE ZONE AND BELOW GRANULAR BASE AND PAVEMENT SECTION IN ACCORDANCE WITH SPECIFICATION SECTION 15050. 11. 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 CITY'S SATISFACTION AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COMPENSATION. CONTRACTOR SHALL INFORM THE CITY OF ANY UTILITY LINE THAT IS DAMAGED BY THE CONTRACTOR'S ACTIONS IMMEDIATELY AFTER DAMAGE OCCURS. * AS APPROPRIATE CDP 09-03/SUP 09-01 GENERAL NOTES (CON'T): 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 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. CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES TO CONTROL SOIL MOVEMENT SATISFACTORY TO THE CITY OF CARLSBAD. EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO: SLOPE PROTECTION, HYDROSEEDING, SANDBAGS, AND STORM DRAINS. BLASTING IS NOT PERMITTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEWATERING OF ALL TRENCHES AND EXCAVATIONS AND FOR THE FURNISHING AND SUPPL YING ALL NECESSARY IMPLEMENTS, PUMPS, PIPES AND ALL OTHER SUPPLIES NECESSARY TO ACCOMPLISH SAID DEWATERING. THE WATER TABLE ELEVATION MAY VARY. A DEWATERING PERMIT IS REQUIRED FROM CALIFORNIA'S REGIONAL WATER QUALITY CONTROL BOARD (RWQCB). CONTRACTOR SHALL MAKE AN INDEPENDENT INVESTIGATION OF THE SOIL AND GROUNDWATER PER SPECIFICATION SECTION 02104. ALL REVISIONS TO THESE DRAWINGS MUST BE APPROVED BY THE CITY OF CARLSBAD AND THE CITY OF VISTA. 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. ALL FORCE MAINS SHALL BE BALLED, HYDROSTATIC LEAK TESTED, MANDREL TESTED AND CCTV INSPECTED PRIOR TO ACCEPTANCE BY THE CITY. LEAK TEST, MANDREL TEST, AND CCTV INSPECTION SHALL BE PER SPECIFICATION SECTION 02730. PROTECT PIPE, JOINTS, LINING AND COATING, AND CAREFULLY BED PIPE TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF THE INSTALLED FORCE MAIN PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. PIPE JOINTS SHALL NOT BE DEFLECTED GREATER THAN 80% OF THE MAXIMUM ANGLE RECOMMENDED BY THE PIPE MANUFACTURER. FORCE MAIN PIPE TRENCH BACKFILL SHALL BE IN ACCORDANCE WITH CITY OF CARLSBAD ENGINEERING STANDARDS AND THE CONTRACT SPECIFICATIONS. WHEREVER VALVES ARE TO BE INSTALLED, THE INVERT SLOPE OF THE MAIN SHALL NOT EXCEED SIX PERCENT. VALVES SHALL BE LOCATED SO THAT THERE WILL BE A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE TOP OF THE VALVE AND THE BOTTOM OF THE VALVE BOX COVER AT STREET SECTIONS. AT ANY CHANGE IN FLOW DIRECTION (ELBOWS, ETC.) ON UN-RESTRAINED JOINTS, THRUST BLOCKS SHALL BE CONSTRUCTED PER CITY OF CARLSBAD ENGINEERING STANDARDS OR DETAILS ON THESE PLANS. PRIOR TO PAVING THE STREET SECTION, ALL 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. CONTRACTOR SHALL PROVIDE SURVEY STAKING FOR FORCE MAIN PIPELINES AT 25-FOOT INTERVALS PLUS ALL MANHOLES IN AND OUT, BEGINNING OF CURVES, AND END OF CURVES. 26. THIS PLAN SUPERSEDES ALL OT!-'ER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 27. 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. SHEET NAME G-02 fsHml CITY OF CARLSBAD [sRErnl l------+--+-----------------+----1---+--+---l ~ ENGINEERING DEPARTMENT ~ >------+---f------------------+----t-----+---+---1 ,-------------------,----------,--------,------------------,,-----------------+--+---+----------------+---1--+---+---I 'MPROVEMENTPLANS FOR: GENERAL CITY OF VISTA SANITATION DISTRICT --=---i~--(,~ LAWRENCE PIERCE, P.E. DIRECTOR OF ENGINEERING Wirf fo DATE WARNING 0 1/2 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE. BROWN AND CALDWELL 9665 Chesapeake Drive, Suite 201 San Diego, Ca. 92123 SUBMITTED: PRO.Ec'i' MANAGEFI: DATE: APPRO\/Ul: [)ATE: BRJ't,1,1 it.NO CililD~ "AS BUILT" ~~ PE. fJ?7Z.. EXP. 6/JO/I.J ' DATE INDEX OF DRAWINGS AND GENERAL NOTES BUENA VISTA LIFT STATION FORCE MAIN APPROVED WILLIAM £. ljl)MJ4F;Jl "--'/,C<.<,(;,<~,o<;~;,;;04'¼.,,;,s,,.,,-~/'.~~"-,f.~-=~-£,"',,.,",,_~.,_.,,,..,c..c...,~--C?'l-14-/() 'J'l'ttO'<'EI>: DATE l---==-=::;======....:::.:=-===:..._--J-;:;;:-:-;;;:;;;;:;::-;:;::-----------1---+--h--.~ .... .-..,~--------__j---t----J.--+---I DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31 /12 DA Tf REVIEWED BY VA AS 8/J/Lt HORIZONTAL NO SCALE SCALE VERTICAL NONE -OWN BY: T LAMBER I PROJECT NO. I DRAWING NO. ,, i ,...... 1---"'L DATE INITIAL DATE :Nl•IAL DATE INITIAL EM --./nfl!. 'M'--l-<::r·~ ~ '-'~ l-"3 REVISION "E-CRIPTION CHKD BY: 5508 462-5 IN,SPFCTOR DA TE ENGINEER JF WORK CJ ~ OTHER ,\PPROVAL Cl~ APPROVAL RVWO 8Y:EM ~-----~ VISTA CIP NO. 8158 VI CJ ~~ (1) G) ..... N .i:,. Q., O'l .i:,. ~ 00 u, C ro ,:: GENERAL NOTES (CON'T): 28. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR 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. 29. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 30. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 31. ALL INSPECTION REQUESTS OTHER THAN FOR PRE-CONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS REQUESTED OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 32. 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. 33. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 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. 34. 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. CITY OF VISTA SANITATION DISTRICT :-/_ ____ ~ LAWRENCE PIERCE, P.E. DIRECTOR OF ENGINEERING rl~, f ,. DACE GENERAL NOTES (CON'T): 38. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE DISTRICT 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. 39. 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. 40. NO STAGING AREAS SHALL OCCUR WITHIN SENSITIVE HABITAT AREAS. NO STAGING, STORAGE OF MATERIALS OR EQUIPMENT SHALL BE PLACED WITHIN 200 FEET OF BUENA VISTA CREEK OR BUENA VISTA LAGOON. 41. NO SHORING SHALL BE PLACED IN BUENA VISTA CREEK. ALL WORK PLATFORMS FOR WORK UNDERNEATH THE JEFFERSON STREET NORTH CONCRETE BRIDGE SHALL SPAN THE CHANNEL LINING. THE CONTRACTOR SHALL SUBMIT PLANS FOR ALL PLATFORMS OR STAGING FOR WORK BENEATH THE JEFFERSON STREET NORTH BRIDGE. 42. CONTRACTOR SHALL SUBMIT PLANS FOR ANY ON-SITE OR OFF-SITE STAGING AREAS TO THE CITY OF CARLSBAD ENGINEERING INSPECTOR FOR APPROVAL. NO STAGING AREAS SHALL OCCUR WITHIN SENSITIVE HABITAT. 43. DEMOLITION, REMOVAL OR ABANDONMENT OF SEGMENTS OF FORCE MAIN "A" AND APPURTENANCES SHALL ONLY OCCUR UPON SUBSTANTIAL COMPLETION OF FORCE MAIN "B". 44. CONTRACTOR SHALL SUBMIT A DETAILED WORK PLAN AND SEQUENCE WITH DETAILS FOR SUBSTANTIAL COMPLETION OF FORCE MAIN "B", INCLUDING TESTING, BYPASS PUMPING COMMISSIONING AND PLACING IN SERVICE OF FORCE MAIN "B". 45. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FORCE MAIN "A" IN SERVICE DURING CONSTRUCTION UNTIL SUCH TIME AS FORCE MAIN "B" IS DEEMED SUBSTANTIALLY COMPLETE. 46. ANY TEMPORARY FLOW STOPPAGE OR DIVERSION SHALL OCCUR 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 OF RECORD, THE CITY OF CARLSBAD ENGINEERING DEPARTMENT, DEPARTMENT OF PUBLIC WORKS AND THE ENCINA WASTEWATER AUTHORITY FOR REVIEW, COMMENT AND APPROVAL. ALL SUCH REQUESTS AND SCHEDULING SHALL OCCUR AT LEAST TWO WEEKS PRIOR TO THE SCHEDULED OUTAGE. 47. CONTRACTOR SHALL PROTECT EXISTING 16" FORCE MAIN(S) IN PLACE. IT SHALL BE ASSUMED THAT THE 16" FORCE MAIN(S) ARE LIVE AND PRESSURIZED. CONTRACTOR SHALL REMOVE AND DISPOSE OF ONLY THOSE SEGMENTS OF THIS LINE AS NECESSARY TO PERFORM THE WORK AND IN ACCORDANCE WITH SPECIFICATION SECTION 02080 AND ONLY UPON PLACING FORCE MAIN "B" IN SERVICE. 48. THE CITY HAS RETAINED THE SERVICES OF A TRIBAL MONITOR OF THE TRENCHING ACTIVITIES WITH A REPRESENTATIVE OF THE PAUMA VALLEY BAND OF LUISENO INDIANS. THE PURPOSE OF THIS MONITORING WILL BE TO ALLOW FOR TRIBAL OBSERVATION OF THE TRENCHING EXCAVATION INCLUDING FORMALIZED PROCEDURES FOR THE TREATMENT OF NATIVE AMERICAN HUMAN REMAINS AND BURIAL, CEREMONIAL, OR CULTURAL ITEMS THAT MAY BE UNCOVERED DURING ANY GROUND DISTURBANCE ACTIVITIES. 49. THE CITY HAS RETAINED THE SERVICES OF A QUALIFIED ARCHEOLOGIST TO MONITOR THE TRENCHING EXCAVATION ACTIVITIES. THIS ARCHEOLOGIST SHALL BE PRESENT AT THE PRE-CONSTRUCTION MEETING TO EXPLAIN AND COORDINATE THE MONITORING REQUIREMENTS. 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 DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 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 REVISION1, AS AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIFICATIONS (JULY 2006 OR LA TEST VERSION THEREOF), THESE 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 DEVIATION 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 SPECIFICATIONS. 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 MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE 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 OTHERWISE SPECIFIED. 12. 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. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 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 ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. CDP 09-03/SUP 09-01 SHEET NAME G-03 l---+--+-------------+---J---/--t----1 LE] ci1xlNE~R~G ~E¾A~T~~~AD ~ WARNING L ,12 _, BROWN AND CALDWELL 9665 Chesapeake Drive, Suite 201 San Diego, Ca. 92123 SLSMITID: -,, •. =eso= .. ,~,,=m=A~ER~-DATE: __ _ "AS BUil T" ~.ooa-------+--+----------------+---+---+----t---- Af'PROVED, ---~,~ao-..,~,,.~oc-,w-,ru.~-DATE: ---· _ P.E. 7',i7?2_ EXP. ~-,c,/1$ IF THIS BAR DOES 1--__:"":_:e::_'°"'.'.:'.''....-=':,::::=====-::''"':::._· -===----~;-;;:::;:~::;:------------i--+-~-,..-.,;-----,..-,=.. NOT MEASURE 1" REVIEWED BY: I'\ t,S-8UILT'----------+-----l--+----+---l THEN DRAWING IS HORIZONTAL NO SCALE DATE NOT TO SCALE. SCALE 1--------------l <"/24,M !'.../.,&., _ VERTICAL NONE 11,1-:SPECTOR DATE INITIAL REVISION DESCRIPTION DA TE INITIAL DATE INlllAL ENGINE[R OF WORK OTHER APPROVAL CITY APPROVAL MPROVEMENTPLANS FOR.· GENERAL GENERAL NOTES BUENA VISTA LIFT STATION FORCE MAIN APPROVED -WLL/AM [. PLUMM[R L,Y✓-,7/.,..-~ ~. ;-;,-,-.., 0?--JJ-/() DEPUTY°CITY ENGINEER PE 28176 • [XPIRES J/Jt/12 DATE DWN BY: T LAMBER CHKD BY:=EM~--, RVWD BY:EM PROJECT NO. DRAWING NO. 5508 462-5 VISTA CIP NO. 8158 u12s12 7 ABBREVIATION MEANING AB ABAND ABAND'D ABBR ABS AC ACB ACFL ACP ADJ AFF AG AHD Al AL ALT AM AMB AMP ANN ANSI AO APPROX APVD ASME ASTM AUTO AUX AV AVG AVR AWG AWWA BC BCR BORY BF BFP BFV BHP BK BKR BLDG BO BOP BOT BP BRK BTWN BVC BVLS C&G C CAB CB CDFG CEM CER CF CFM CFS CHKD PL Cl CIPP CJ CKV CL ANCHOR BOLT, ANODE BED ABANDON ABANDONED ABBREVIATIONS ABSOLUTE, ACRYLONITRILE-BUTADIENE-STYRENE ACTIVATED CARBON, ASPHALT CONCRETE, ALTERNATING CURRENT, ASBESTOS CEMENT AIR CIRCUIT BREAKER ACCESS FLOOR ASBESTOS CEMENT PIPE ADJUSTABLE ABOVE FINISH FLOOR ABOVE GRADE AHEAD ANALOG INPUT ALUMINUM ALTERNATE AUTO/MANUAL AMBIENT AMPERE ANNUNCIATOR AMERICAN NATIONAL STANDARDS INSTITUTE ANALOG OUTPUT APPROXIMATE APPROVED AMERICAN SOCIETY OF MECHANICAL ENGINEERS AMERICAN SOCIETY FOR TESTING AND MATERIALS AUTOMATIC AUXILIARY AIR VALVE AVERAGE AIR VACUUM RELEASE VALVE AMERICAN WIRE GAGE AMERICAN WATER WORKS ASSOCIATION BEGIN CURVE, BOLT CIRCLE, BETWEEN CENTERS BEGIN CURVE RETURN BOUNDARY BLIND FLANGE BACK FLOW PREVENTER BUTTERFLY VALVE BRAKE HORSEPOWER BACK BREAKER BUILDING BLOW-OFF ASSEMBLY BOTTOM OF PIPE BOTTOM BYPASS BRICK BETWEEN BEGIN VERTICAL CURVE BUENA VISTA LIFT STATION CURB AND GUTTER CONDUIT, COPPER CABINET, CRUSHED AGGREGATE BASE CATCH BASIN, CHALK BOARD, CUT BACK, CIRCUIT BREAKER CA DEPT. OF FISH & GAME CEMENT CERAMIC CURB FACE CUBIC FEET PER MINUTE CUBIC FEET PER SECOND CHECKERED PLATE CAST IRON CURED IN PLACE PIPE CONSTRUCTION JOINT CHECK VALVE CENTERLINE, CHLORINATOR, CHAIN LINK, CLEARANCE, CLASS ABBREVIATION MEANING CLR CMG CML CMLCS CMP CMU CMWD co COL COMB CONG COND CPLG CPVC CTOC CTF CTR CTSK db DBL DC DCS DET DFT DI DIA DIP DO DPDT DPST DWG E (E) EA EB EC ECC EF EJ EL ELEC ENCL EP EQ ESMT EVC EW EWA EXC EXIST EXPJT F FAB FBC FC CLEAR CEMENT MORTAR COATING CEMENT MORTAR LINED CEMENT MORTAR LINED AND COATED STEEL CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CARLSBAD MUNICIPAL WATER DISTRICT CLEAN OUT COLUMN COMBINATION CONCRETE CONDUIT COUPLING CHLORINATED POLYVINYL CHLORIDE CENTER TO CENTER CUT TO FIT IN FIELD CENTER COUNTERSUNK DECIBELS DOUBLE DIRECT CURRENT DISTRIBUTED CONTROL SYSTEM DETAIL DRY FILM THICKNESS DUCTILE IRON, DISCRETE INPUT DIAMETER DUCTILE IRON PIPE DISSOLVED OXYGEN, DISCRETE OUTPUT DOUBLE POLE, DOUBLE THROW DOUBLE POLE, SINGLE THROW DRAWING EAST EXISTING EACH EXPANSION BOLT (ANCHOR) END CURVE ECCENTRIC EXHAUST FAN EXPANSION JOINT ELEVATION, ELBOW ELECTRICAL ENCLOSURE EXPLOSION PROOF, EDGE OF PAVEMENT EQUATION, EQUAL EASEMENT END VERTICAL CURVE EACH WAY, EYEWASH ENCINA WASTEWATER AUTHORITY EXCAVATION EXISTING EXPANSION JOINT DEGREES FAHRENHEIT FABRICATED FURNISHED BY CITY FLEXIBLE COUPLING, FAIL CLOSE, FOOT CANDLE FCA FLANGE COUPLING ADAPTER FDN FOUNDATION FF FLAT FACE, FAR FACE, FINISH FLOOR ABBREVIATION G/B GA GALVANIZED BOLT GAGE, GAUGE GAL GALLON GALV GALVANIZED MEANING GFA GROOVED FLANGED ADAPTER GND GROUND GPD GALLONS PER DAY GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GRD GRADE, GROUND GRTG GRATING GV GATE VALVE GVBP GATE VALVE WITH BYPASS H/A HAND/AUTO H/P HIGH POINT HB HOSE BIB HOPE HIGH DENSITY POLYETHYLENE HEX HEXAGONAL Hg MERCURY HGL HYDRAULIC GRADE LINE HGT HEIGHT HH HAND HOLE HI HIGH HOA HAND/OFF/AUTOMATIC HOR HAND/OFF/REMOTE, HORIZONTAL, HYDRAULIC OIL RETURN HOS HYDRAULIC OIL SUPPLY HP HORSEPOWER, HIGH PRESSURE HPU HYDRAULIC POWER UNIT HR HOUR HWL HIGH WATER LEVEL HYD HYDRAULIC, HYDRANT HZ HERTZ 1/0 INPUT/OUTPUT ID INSIDE DIAMETER, IDENTIFICATION IE INVERT ELEVATION IF INSIDE FACE IN INCH IP IRON PIPE IPS IRON PIPE SIZE ISA INSTRUMENT SOCIETY OF AMERICA JB JUNCTION BOX JC JUNCTION CHAMBER JT JOINT K KILO KA KILO AMPERES KCM KILO CIRCULAR MILLS KG KILOVOLT AMPERES KM KILOGRAM KV KILOMETER KVA KILOVOLT KVAR KILOVAR KW KILOWATT KWH KILOWATT HOUR UP LOW POINT ABBREVIATION MEANING LTS LV LVL LWL M/W MAG MAN MATL MAX MCC MECH MFR MGD MH MIN MISC MJ MK MON MOV MSL MT MTR mV N NA NBS NC NEC NEMA NEUT NFPA NIC NO NPS NPT NRS NTS oc OCA OCR OD OH OL OPNG OPP OS&Y OUT OVFL oz PE/BS p LIGHTS LOW VOLTAGE LEVEL LOW WATER LEVEL WATER METER MAGNETIC MANUAL MATERIAL MAXIMUM MOTOR CONTROL CENTER MECHANICAL MANUFACTURER MILLION GALLONS PER DAY MANHOLE MINIMUM, MINUTE MISCELLANEOUS MECHANICAL JOINT MARK MONUMENT MOTOR OPERATED VALVE MEAN SEA LEVEL MOUNT METERING STATION, FLOW METER MILLIVOLTS NORTH, NEUTRAL NON-AUTOMATIC, NOT APPLICABLE NATIONAL BUREAU OF STANDARDS NORMALLY CLOSED NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURING ASSOCIATION NEUTRAL NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NORMALLY OPEN, NUMBER NOMINAL PIPE SIZE (FORMERLY I.P.S.) NATIONAL PIPE THREAD NON-RISING STEM NOTTO SCALE OVER-CROSSING, ON CENTER, OPEN/CLOSE OPEN/CLOSE/AUTO OPEN/CLOSE/REMOTE OUTSIDE DIAMETER, OVERALL DIMENSION OVERHEAD OVERLOAD RELAY, OUTLET OPENING OPPOSITE OUTSIDE STEM AND YOKE OUTPUT OVERFLOW OUNCE PLAIN END, BUTT STRAP POLE, PAGE, PIPE, PHASE, PLASTIC PC PORTLAND CEMENT, POINT OF CURVATURE, PERSONAL COMPUTER UR LOCAL/REMOTE PE PLAIN END, POLYETHYLENE FG FINISHED GRADE L LITER, LENGTH, LEFT PG PIPE GROUND FIG FIGURE LB POUND PH PHASE, POT HOLE FIN FINISHED LCP LOCAL CONTROL PANEL pH HYDROGEN ION CONCENTRATION FL FLOW LINE, FLOOR LF LINEAR FEET, LINE FILTER Pl POINT OF INTERSECTION, PRESSURE INDICATOR FLG FLANGE LG LENGTH, LONG Pl&D PIPING & INSTRUMENT DIAGRAM FM FORCE MAIN LL LIVE LOAD PL ,P/L PLATE, PROPERTY LINE, PLACE, FO FAIL OPEN, FIBER OPTIC (CABLE) LOC LOCAL, LOCATION PLUG VALVE FOF FACE OF FLANGE LONG LONGITUDINAL PLC PROGRAMMABLE LOGIC CONTROLLER FPM FEET PER MINUTE LP LOW PRESSURE, LIGHTING PANEL PL T PLANT FPVC FUSIBLE POLYVINYL CHLORIDE LR LONG RADIUS, LOCAL/REMOTE PNEU PNEUMATIC FPS FEET PER SECOND LS LIFT STATION PNL PANEL ABBREVIATION MEANING POS pp PPM PRC PREFAB PRESS PRV PRVC PS PSF PSI PSIA PSIG PTFE PV PVC PVMT PW PWR QT QTY R/W R RC RCP RCCP RCSC RE RE-STL RED REF REINF REQD REV RF RGS RIO RND RO RPM RT RTN RTP RTU s SBR SCFM SCHD scs SD SDR SDRSD SEC SECT SEQ SER SFM SHT SHTDN SIG so SOL SP POSITION POWER POLE, POLYPROPYLENE, POWER PANEL PARTS PER MILLION POINT OF REVERSE CURVE PREFABRICATED PRESSURE PRESSURE RELIEF VALVE POINT OF REVERSE VERTICAL CURVE PRESSURE SWITCH, POWER SUPPLY, PUMPING STATION POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH ABSOLUTE POUNDS PER SQUARE INCH GAGE POL YTETRAFLUOROETHYLENE (TEFLON) PLUG VALVE POLYVINYL CHLORIDE PAVEMENT POTABLE WATER, PART WINDING (MOTOR STARTER) POWER QUARRY TILE QUANTITY RIGHT OF WAY RISER, RATE OR SLOPE, RIGHT, RADIUS REINFORCED CONCRETE REINFORCED CONCRETE PIPE REINFORCED CONCRETE CYLINDER PIPE REINFORCED CONCRETE STEEL CYLINDER REBAR REINFORCING STEEL REDUCER REFERENCE REINFORCEMENT REQUIRED REVISION, REVERSE ROOF, RAISED FACE RIGID GALVANIZED STEEL REMOTE 1/0 ROUND ROUGH OPENING REVOLUTIONS PER MINUTE, RIGHT RETURN REINFORCED THERMOSETTING PLASTIC REMOTE TELEMETRY UNIT SLOPE STYRENE BUTADIENE RUBBER STANDARD CUBIC FEET PER MINUTE SCHEDULE SLOTTED CORRUGATED STEEL STORM DRAIN STANDARD DIMENSION RATIO SAN DIEGO REGIONAL STANDARD DRAWING SECONDARY.SECONDS SECTION SEQUENCE SERIES SEWER FORCE MAIN SHEET SHUT DOWN SIGNAL SIDE OUTLET SOLENOID SPARE, STATIC PRESSURE CDP 09-03/SUP 09-0' ABBREVIATION MEANING SPOT SPECS SPST SQ SR ss STA STD STL STR STRUCT SUCT sv SW SWGR SYM SYMM SYS T&B T&G TAN TBD TBE TBM TC TDOD TDOE TELE TEMP THK THRD TK TO TOE TOL TP TS TSPR TURB TW TYP UBC UC UG UL UMC UNK UPC VPI w WI SINGLE POLE DOUBLE THROW SPECIFICATIONS SINGLE POLE SINGLE THROW SQUARE SHORT RADIUS STAINLESS STEEL, SELECTOR SWITCH, START/STOP STATION STANDARD STEEL STRAIGHT STRUCTURAL OR STRUCTURE SUCTION SOLENOID VALVE, SAFETY VALVE, SUPPLY VENT SWITCH SWITCHGEAR SYMBOL SYMMETRICAL SYSTEM TOP AND BOTTOM TONGUE AND GROOVE TANGENTIAL, TANGENT TO BE DETERMINED THREAD BOTH ENDS TEMPORARY BENCH MARK TOP OF CURB, TIMED CLOSED, TOP OF CONCRETE, THERMOCOUPLE TIME DELAY 0'-.1 DE-ENERGIZE TIME DELAY ON ENERGIZE TELEPHONE TEMPERATURE.TEMPORARY THICK, THICKNESS THREADED TANK TIMED OPEN THREAD ONE END THREADED OUTLET TELEPHONE POLE TIME SWITCH, TRANSITION STRUCTURE, TEMP SWITCH, TEST STATION TWISTED SHIELDED PAIR TURBIDITY TOP OF WALL, THERMOMETER WELL TYPICAL UNIFORM BUILDING CODE UNDER-CROSSING UNDERGROUND UNDERWRITERS LABORATORY UNIFORM MECHANICAL CODE UNKNOWN UNIFORM PLUMBING CODE VERTICAL POINT OF INTERSECTION WATER WITH SHEET NAME G-04 FRP FIBERGLASS REINFORCED PLASTIC LT LIGHT, LEFT PNLBD PANELBOARD ~ CITY o F c AR LS BAD ~ FWD FORWARD L TG LIGHTING 1----+--+--------------------<f----+---+---+------, ~ ENGINEERING DEPARTMENT ~ ,------F_WY ____ F_R_E_E_W_A_Y ______ ,-----------.,--------,-------------------,r----------------t-1----_-_-_-7+_-_-_-___-++---_-_-_-_-_-_-_-_-_-_-_--:_--:_--:_--:_--:_--:_--:_--:_--:_--:_-_:__·_·====;====~===~~-===-· t-~----------1 IMPROVEMENT PLANS FOR: GENERAL CITY OF VISTA SANITATION DISTRICT FINAL B R OWN AND CAL D WE L L "AS BUILT" WARNING 9665 Chesapeake Drive, Suite 201 1-.PfESSio,1,,'. San Diego, Ca. 92123 j). ~ ,r,. \ "' ,-Y O 1/2 1 J/'L/.i ,/, / m:t_ · '""' • .,.,s>, .. ~, 6 ~ °'"' --o-~~ 6/1 LI J r ~ 051689"6\~ ::::;::: ===:,.:po~:0 .. :::0:,~:A:GER: .. ~u.=== OI\TE: -~-PE 43?7?, EXP. 6/»ftS DATE A_PZ)a,,:~IA~. ~_!J2,n .. -= /J?-11·//) I ~ E,p. 6-J0-12 : i~o;H1iE~~~R~0 f.~ 1--..:.'"::"::""'::''-=:;:======....:"::'"':.· ===---1--:::'.RE:::-V:::IE::-:W:::ED;:--;:B:::Y-: -----------i----1-----1'.!..lf\~~P,~-_i,-BU.'2(,,11_1/,'l.._'LTL_ _________ ---l--__ +-_--1-----1------1 DEPUTY CITY ENGINEER PE 28176 EXPIRES J/31112 DATE ' ABBREVIATIONS BUENA VISTA LIFT STA TJON FORCE MAIN -.. -~ I~ o ~ _ "/;,,; /Vi\.. ~ T C F / / DATE INITIAL JATT: •NITIAL DATE INITIAL .__..,L QYl ,(., (,. v';, C ... THEN DRAWING IS HORIZONTAL NO SCALE ' DWN BY: T LAMBER I PROJECT NO. I DRAWING NO. LAWRENCE PIERC£, P.E. DAlE ·e {,f" CAl.-l'o'<-'. NO TO s AL_, SCALE VERTICAL NONE ::5711J" VA C· ~-3 ..<:?' u.5 FNGINFEa OF WCRK REVISION DESCRIPTION ~~~g ~~'-.'e'~~---, 5508 462-5 ~ L _________________ ..,.._, __ l,.;D;IRE;C;TO;;R;O;;F;;EN;G;INE;ER;l;NG;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;~~~~~;;;;;;;;;;;;d;;;;;;;;;;;;;;;,;;;;;~;;;;;;;;;;;;;;;;~~~~~~~~;;;;;;;,;;;;;;;;;;;;~)N~SS;FPE;C~T~OR;;;;;;;.;;;;;;;;;;,;;;;;;;;;;;;;;;;;~D~A~TE~~;;;;;;;;;;,;;~.;;;;;;,;;;;;;;;;;;;;;,;;;;;.;;;;;;;.;;;;;;;;;;;;;;;;;;d~on,~, ~ER~A~PP~R~ov~AL~~c~,T~Y~A~PP~Ro~,~-AL~~~~~;;;~~;;;;;;;;;~~~~~~~~~~ VISTA CIP NO. 8158 ' ///,///// //////// ..... , .......... .. -·u ........... , ..... , .... , ..... ,, ..... .. ,, ... , ..... , ..... , ................ '' ''''"'"'''''"" ..... , ........... , ........... , .... ., k;,_,,,,,,.,,,,,,==·~·~·~•¥>,n.,,. .... ~, ------ TT @ # & 0 0 L. % WI W/0 GENERAL EXISTING EQUIPMENT, PIPING, VEGETATION OR STRUCTURES TO BE REMOVED TO BE BUILT FOR FUTURE REMOVAL EXISTING EQUIPMENT, PIPING OR STRUCTURES TO BE MODIFIED EXISTING FACILITIES (SCREENED) NEW FACILITIES (SOLID} FUTURE FACILITIES HIDDEN LINE EXISTING CENTERLINE NEW CENTERLINE PROPERTY LINE MATCH LINE WATER SURFACE ELEVATION AT NUMBER AND ROUND OR DIAMETER DEGREE ANGLE CENTER LINE PLATE OR PROPERTY LINE KEYNOTE DESIGNATION PERCENT WITH WITHOUT [· .. _··:·.1 1~ _,_···:·.I ~ r•:;'••·-·:··, '. __ .·.,.•-•· · .•.... ·I ~-\.-::: <~-:.?.: /\·, :_. ': .i ·:::," ·;· - [11111111 ~ [((((@j ~ ™ IXI IP::I STRUCTURAL CONCRETE REINFORCEMENT IN SECTION PRECAST CONCRETE MORTAR, GROUT, PLASTER OR GYPSUM BOARD GRATING SPAN CHECKER PLATE STEEL OR STAINLESS STEEL WOOD NEOPRENE,RUBBER OR PLASTIC ALUMINUM OPENING OR DEPRESSION IN SLAB OR WALL OPENING WITH GRATING COVER OPENING WITH CHECKER PLATE COVER s WATER STOP ------HANDRAIL, GUARDRAIL FIRE EXTINGUISHER ! ~ xx l xx -I ~ xx ! xx - FO FC FLP HOISTING HOOK COORDINATE WORK POINT ACTUATORS MOTOR ACTUATED VALVE SOLENOID VALVE DIAPHRAGM ACTUATED VALVE PISTON ACTUATED VALVE ELECTROHYDRAULIC ACTUATED VALVE FAIL POSITION FAIL OPEN FAIL CLOSED FAIL LAST POSITION ~ THREE WAY VALVE I><] GATE VALVE ~ PLUG VALVE (NORMALLY OPEN) ~ BALL VALVE (NORMALLY OPEN) D<!JI HOSE BIB W/ VACUUM BREAKER 1/1 BUTTERFLY VAL VE CCX] GLOBE VALVE 0 BUTTERFLY GATE 17'1 DIAPHRAGM VALVE (NORMALLY OPEN) 61 ANGLE VALVE ~ FLOAT VALVE ~ PINCH VALVE ~ NEEDLE VALVE -Kl DOUBLE DISC CHECK VALVE -& IN-LINE, SPRING LOADED RELIEF VALVE N SWING CHECK VALVE --f<il BALL CHECK VALVE 1J1 KNIFE GATE VALVE []\ FLAP GATE -1 SHEAR GATE MECHANICAL VALVES l><l°'i°'l><l BACKFLOW PREVENTER PRESSURE AND VACUUM RELIEF VALVE VACUUM RELIEF VALVE PRESSURE RELIEF VALVE a_ BACK PRESSURE REGULATING VALVE ~ PRESSURE REGULATING -w--1---VALVE MISCELLANEOUS SYMBOLS LJ IC----:JI HOSE RACK PLAN ELEVATION " PIPE ANCHOR , ' -PIPE GUIDE V ROTAMETER er PRESSURE GAUGE qD TEMPERATURE GAUGE y DRAIN ( 1) (2) (3) EQUIPMENT DESIGNATIONS NEW EQUIPMENT FIRST TWO DIGITS REFER TO PROCESS AREA WHERE EQUIPMENT IS LOCATED- SEE LIST THIS SHEET ~ ---SEQUENTIAL NUMBER OF EQUIPMENT IN ~-~~-• -PROCESS AREA I COL35101 I EQUIPMENT PREFIX-L_,J SEE LIST SHEET I 00-G-007--------- EXISTING EQUIPMENT FUTURE EQUIPMENT c~~12q22I-,,J [ P35133 ] SECTION AND DETAIL DESIGNATIONS SECTION CUT ON DWG C-01 SECTION NUMBER - (5\ . C-05 '---../ l SHEET WHERE SECTION APPEARS ON DWG C-05 THIS SECTION IS IDENTIFIED AS: SECTION NUMBER SECTION ( 5 \ C-01 y SHEET FROM WHICH SECTION WAS TAKEN DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY LETTER RATHER THAN NUMBER PIPING DESIGNATIONS CDP 09-03/SUP 09-0' "1----------------...... ---------------t PIPE AND FITTINGS ., J----------------------.----------------------------1 SINGLE LINE CIVIL SINGLE LINE § l---------------------.---·----------------11---------------------t-----------------------l DOUBLE LINE DOUBLE LINE NEW PIPING F-ffi=-----3 • 0 " 0 ' ,_ " ~ . -' ~ u " _. e )._ -_:i:. ~ ·~ ?~ ~ -x--x- -110- --110 - 120.0 X 110.50 X BC/EC 112.50 TC 112.00 ,,,---... ____ 3:, s~SLOPE (FT/FT) I r NATURAL GROUND OR GRADE (IN ELEVATION) GRANULAR MATERIAL SUCH AS AGGREGATE BASE OR DRAIN ROCK (IN ELEVATION) PAVEMENT IN PLAN (TYPE AS NOTED) AC PAVEMENT IN SECTION FENCE TEMPORARY SILT FENCE EXISTING GRADE CONTOURS (SCREENED) FINISH GRADE CONTOURS EXISTING SPOT ELEVATION (SCREENED) FINISH GRADE SPOT ELEVATION BEGINNING/END OF CURB ELEVATION TOP OF CURB ELEVATION SWALE OR DEPRESSION EDGE OF WATER; FLOWLINE WITH DIRECTIONAL ARROW SLOPE (3 HOR TO 1 VERT) SLOPE CUT OR FILL SLOPE; ARROWS POINT DOWN SLOPE -'BM b _ __,QMH Des -0- [J 8 r BENCHMARK HYDRANT MANHOLE CATCH BASIN OR INLET UTILITY POLE SURVEY MONUMENT SURVEY CONTROL POINT CHANGE IN MATERIAL N 2,169,380 ~OORDINATE WORK POINT 0- C1 ~ D ---------------- YARD HYDRANT CURVE NO. DIRECTION OF FLOW HANDHOLE,MANHOLE,VAULT DUCT BANK 0 TREES, SHRUBS OR HEDGE ~~ -§ - -{- I I fl _ _,,I-'-, ' ~ -t§f- ~ -0M/'- FLANGED JOINT F-¾-----3 PLAIN OR GROOVED END MECHANICAL COUPLING fr--lffi=--ll PUSH ON, MECHANICAL OR BALL AND SOCKET JOINT F--E------3 WELDED JOINT ~ SLEEVE TYPE MECHANICAL COUPLING Eff'-----3 RESTRAINED SLEEVE TYPE MECHANICAL COUPLING ~ FLANGED COUPLING ADAPTER ~ RESTRAINED FLANGED COUPLING ADAPTER F--F------3 GROOVED END ADAPTER FLANGE F---ff -----3 UNION EtJ=s ELASTOMER AND FABRIC EXPANSION JOINT ~ EQUIPMENT CONNECTION FITTING ~ EXPANSION JOINT (SEE SPECS FOR TYPE) ~ FLEXIBLE METAL HOSE 01 G' -+-0-+- 121 -+-@-+- I 81 ---t>t- r:::,,I ~ --r -:l -----1 I --c=t- ?--,J $ ~ ~ ~ ~ ~ ~ ~ ~ - 2-------d P---d ELBOW UP ELBOW DOWN TEE UP TEE DOWN LATERAL UP LATERAL DOWN CONCENTRIC REDUCER ECCENTRIC REDUCER Y-STRAINER W/ BLOWOFF QUICK CONNECT COUPLING THREADED CONNECTION WI CAP BLIND FLANGE CONTINUED PIPE DOUBLE CONTINUED PIPE SIGHT GLASS 1. 2. 3. 4. ~~--~ PIPING SYSTEM ( 4" RSS ) PIPE SIZE ~ EXISTING PIPING FUTURE PIPING 4"RSS ---------( 4" RSS I .._ ____ _ NOTES: THIS SHEET IS GENERAL IN NATURE. SOME SYMBOLS SHOWN HEREON MAY NOT BE USED ON THE DRAWINGS. SEE SHEET G-04 FOR ABBREVIATIONS. SEE SHEET E-01 FOR ADDITIONAL SYMBOLS. SYMBOLS ARE ARRANGED ON SPECIFIC DRAWINGS AND IN CATEGORIES FOR CONVENIENCE ONLY; SYMBOLS MAY BE USED ON ANY OF THE DRAWINGS. SHEET NAME G-05 ~ CITY OF CARLSBAD l__5_J ENGINEERING DEPARTMENT l-----+--~---------------1----+----l---+------I 1------------------,----l'--------,-------,---------l---------~---------------t-----+---t-----------~-----+--+---+--t------l IMPROVEMENT Pl.ANS FOR: GENERAL BROWN AND CALDWELL CIT'Y OF VISTA SANITATION DISTRICT ~ ~-~~-aL-- LAWRENCE PIERCE, P.E. DIRECTOR OF ENGINEERING WARNING 0 1/2 1 ' IF n-llS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE. 9665 Chesapeake Drive, Suite 201 San Diego, Ca. 92123 SUBMlllt.Cl: CATE PRO..Eel \IANACE.R "AS BUil T" 0-0c~---- STANDARD SYMBOLS ____.,@'"'"'-'f'-1--/.-'-',J"---1---+' -----t----------------+--+---+-----1------1 :c======B~UCCEN~~cc~::=IS'=T.ccA;;=Ll;cccFT=S=7:=A=TIO=N=F=O=R=CE=MA=JN====; ,,_,l'HOVED: DATE; BRO\'IH /\ND CAI...DM:LL ~l'HOV.::D: DATE: p E. (}7? 7.. EXP. 4/;,c/d • REVIEWED BY: APPROVED WILLIAM [. ~l.!fR ===__:::...===~--r,:;;;;;;~:;:;-;~--------D-A_TE_7 ':=_-::__-::__-::__~t--=--=--=-1--:--=-~-:--=,-:,~~-:.-=--=--=--=--=--=--_:__-::__-::__-::__-::___----+-----+----+--+-----I ~4-,1 ~ c-d'd~---.. /J'/-lf• 1'2 -----+---t----+--+----1 DEPUTY CITY ENGINEER PE 28176~ EXPIRES J/31/12 DAie 'I\ 4S-t3UII.T HORIZONTAL SCALE NO SCALE VERTICAL NONE ;Z--.r.. v--.,, l,.,,.. . .._ 11)1,SPECTOR 3/,). 8' /1, Jo DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL UATE INITIAL CITY APPROVAL OWN BY: _TO~H~-; CHKD BY,.=EMc,-----, RVWD BY:EM PROJECT NO. DRAWING NO, 5508 462-5 VISTA CIP NO. 8158 012512 (/) 0 ':Y ~ (1) (1) G) ,-+ (J1 0 +'> 0) -+, N +'> I CX) \J1 CDP 09-03/SUP 09-01 Alignment -A Alignment -A Alignment -B Alignment -B Number Length Radius Line/Chord Direction START END Number Length Radius Line/Chord Direction START END Number Length Radius Line/Chord Direction START END Number Length ; Radius Line/Chord Direction START END STA: 5+55 STA: 5+60.60 STA: 37+61.94 ST A: 38+05.79 STA: 5+55 ST A: 5+95.12 I ST A: 39+05.84 STA: 39+48.30 L15 5.52 N50° 18' 52.14"E N: 2008417.43 N: 2008421.01 L28 43.85 S89' 40' 17.14"W N: 2010512.47 N: 2010512.21 L60 40.12 N50' 18' 41.09"E N: 2008415.40 N: 2008441.02 L72 42.47 S89' 55' 06.64"E N: 2010612.02 N: 2010611.96 E: 6225848.24 E: 6225852.55 E: 6228047.19 E: 6228003.34 E: 6225850.47 E: 6225881.35 E: 6228039.40 E: 6228081.86 STA: 5+60.60 STA: 5+68.01 STA: 38+05.79 STA: 39+12.99 STA: 5+95.12 STA: 9+53.57 STA: 39+48.30 STA: 40+65.00 L16 7.41 N5° 25' 40.01 "E N: 2008421.01 N: 2008428.38 C13 107.20 800.000 N15° 11' 23.87"E N: 2010512.21 N: 2010615.59 L61 358.45 N66' 55' 54.?0"E N: 2008441.02 N: 2008581.47 L73 116. 70 N44' 28' 03.80"E N: 2010611.96 N: 2010678.57 E: 6225852.55 E: 6225853.25 E: 6228003.34 E:6228031.41 E: 6225881.35 E: 6226211.14 E: 6228081.86 E: 6228147.25 STA: 5+68.01 STA: 5+87.79 STA: 39+12.99 STA: 39+61.35 STA: 9+53.57 ST A: 12+63.23 L17 19.78 N50° 25' 40.01 "E N: 2008428.38 N: 2008440.98 L29 48.36 S89° 55' 42.86"E N: 2010615.59 N: 2010615.53 C50 309.66 402.476 N44' 57' 28.81"E N: 2008581.47 N: 2008795.23 E: 6225853.25 E: 6225868.50 E: 6228031.41 E: 6228079.77 E: 6226211.14 E: 6226424.58 STA: 5+87.79 STA: 9+58.08 STA: 39+61.35 STA: 40+54.00 STA: 12+63.23 STA: 15+31.56 L18 370.30 N66' 55' 54. 70"E N: 2008440.98 N: 2008586.07 L30 92.65 N44° 28' 03.80"E N: 2010615.53 N: 2010681.37 C51 268.33 797.489 N32' 33' 26.21 "E N: 2008795.23 N: 2009020.33 E: 6225868.50 E: 6226209.18 E: 6228079. 77 E: 6228144.40 E: 6226424.58 E: 6226568.30 STA: 9+58.08 STA: 12+63.90 STA: 15+31.56 ST A: 18+83. 79 C6 305.81 397.476 N44' 57' 29.57"E N: 2008586.07 N: 2008797 .17 L62 352.23 N42' 11' 46.70"E N: 2009020.33 N: 2009281.27 E: 6226209.18 E: 6226419.98 E: 6226568.30 E: 6226804.89 STA: 12+63.90 STA: 15+33.91 STA: 18+83.79 STA: 21+66.60 C7 270.01 802.489 N32' 33' 26.20"E N: 2008797.17 N: 2009023.68 C52 282.81 497.500 N58' 28' 54. 70"E N: 2009281 .27 N: 2009427.14 E: 6226419.98 E: 6226564.60 E: 6226804.89 E: 6227042.74 STA: 15+33.91 STA: 18+86.14 STA: 21+66.60 STA: 24+61.81 L19 352.23 N42' 11' 46. 70"E N: 2009023.68 N: 2009284.63 C53 295.21 435.020 N55' 19' 34. 70"E N: 2009427.14 N: 2009591.88 E: 6226564.60 E: 6226801.18 E: 6227042.74 E: 6227280.89 STA: 18+86.14 STA: 21+71.79 STA: 24+61.81 STA: 28+14.52 CB 285.65 502.500 N58' 28' 54.70"E N: 2009284.63 N: 2009431.96 L63 352.70 N35' 53' 29.02"E N: 2009591.88 N: 2009877.61 E: 6226801.18 E: 6227041.43 E: 6227280.89 E: 6227487.67 STA: 21+71.79 STA: 24+63.61 I STA: 28+14.52 STA: 29+ 73.45 C9 291.82 430.020 N55' 19' 34.?0"E N: 2009431.96 N: 2009594.81 L64 158.93 N35' 53' 23.61"E N: 2009877.61 N: 2010006.37 E: 6227041.43 E: 6227276.84 E: 6227487.67 E: 6227580.84 ST A: 24+63.61 STA: 28+16.31 STA: 29+73.45 STA: 32+75.06 L20 352.70 N35' 53' 29.02"E N: 2009594.81 N: 2009880.54 C54 301.60 471.140 N58' 43' 36.22"E N: 2010006.37 N: 2010160.28 E: 6227276.84 E: 6227483.62 E: 6227580.84 E: 6227834.24 STA: 28+16.31 ST A: 29+ 75.50 STA: 32+75.06 ST A: 33+ 79.01 L21 159.18 N35° 53' 23.61 "E N: 2009880.54 N: 2010009.51 L65 103.95 N76' 36' 11.21"E N: 2010160.28 N: 2010184.37 E: 6227483.62 E: 6227576.94 E: 6227834.24 E: 6227935.36 STA: 29+75.50 ST A: 32+80 .43 STA: 33+79.01 STA: 34+01.51 C10 304.93 476.183 N58' 43' 03.97"E N: 2010009.51 N: 2010165.15 L66 22.50 N78° 04' 56.37"E N: 2010184.37 N: 2010189.01 E: 6227576.94 E: 6227833.10 E: 6227935.36 E: 6227957.38 STA: 32+80.43 STA: 33+84.42 STA: 34+01.51 STA: 34+56.04 L22 103.99 N76' 36' 11.21 "E N: 2010165.15 N: 2010189.25 L67 54.53 N34 • 25' 27. 78"E N: 2010189.01 N: 2010234.00 E: 6227833.10 E: 6227934.27 E: 6227957.38 E: 6227988.21 STA: 33+84.42 STA: 34+04.99 STA: 34+56.04 STA: 35+11.83 L23 20.56 N78' 04' 56.37"E N: 2010189.25 N: 2010193.49 L68 55.79 N10° 34' 32.22'W N: 2010234.00 N: 2010288.84 E: 6227934.27 E: 6227954.39 E: 6227988.21 E: 6227977.97 I STA: 34+04.99 STA: 34+55.45 STA: 35+11.83 STA: 36+02.78 L24 I 50.46 N34' 25' 27.78"E N: 2010193.49 N: 2010235.12 C55 90.95 495.000 N5" 18' 42.95"W N: 2010288.84 N: 2010379.27 I E: 6227954.39 E: 6227982.91 E: 6227977.97 E: 6227969.56 I I ST A: 34+55.45 STA: 35+09.16 STA: 36+02.78 STA: 37+12.16 I L25 53.72 N10' 34' 32.22"W N: 2010235.12 N: 2010287.92 C56 109.38 505.000 N39' 1 O' 37.86"E N: 2010379.27 N: 2010463.89 E: 6227982.91 E: 6227973.06 E: 6227969.56 E: 6228038.52 STA: 35+09.16 STA: 36+03.14 STA: 37+12.16 STA: 37+46.38 C11 93.97 500.000 N5' 11' 29.06"W N: 2010287.92 N: 2010381.37 L69 34.22 N23' 10' 27.7B"E N: 2010463.89 N: 2010495.35 E: 6227973 06 E: 6227964.57 E: 6228038.52 E: 6228051.99 STA: 36+03.14 STA: 37+13.09 STA: 37+46.38 STA: 37+66.86 C12 109.95 500.000 N39° 19' 15.61"E N: 2010381.37 N: 2010466.26 L70 20.48 NO" 40' 27.78"E N: 2010495.35 N: 2010515.83 E: 6227964.57 E: 6228034.10 E: 6228051.99 E: 6228052.23 STA: 37+13.09 STA: 37+45.88 STA: 37+66.86 STA: 38+05.87 L26 32.80 N23' 10' 27.78"E N: 2010466.26 N: 2010496.41 L71 39.00 S89' 40' 17.14"W N: 2010515.83 N: 2010515.61 E: 6228034.10 E: 6228047.00 E: 6228052.23 E: 6228013.23 STA: 37+45.88 STA: 37+61.94 STA: 38+05.87 STA: 39+05.84 L27 16.06 NO' 40' 27. 78"E N: 2010496.41 N: 2010512.47 C57 99.97 737.000 N15' 11' 03.38"E N: 2010515.61 N: 2010612.02 E: 622804 7 .00 E: 6228047.19 E: 6228013.23 E: 6228039.40 SHEET NAME G-06 I SH~ET I ~ .. CITY OF CARLSBAD .. ENGINEERING DEPARTMENT 8 --·-·~--IMPROVEMENT PLANS FOR: GENERAL FINAL BROWN AND CALDWELL LINE AND CURVE DATA TABLE CITY OF VISTA "AS BUILT" ~l'-ofESS10~ WARNING 9665 Chesapeake Drive, Suite 201 SANITATION DISTRICT 0 1/2 _1 San Diego, Ca. 92123 ~--,;)£UL~--BUENA VISTA LIFT STATION FORCE MAIN I 1~_\. M4;:~i ~ ~/;t/tJ OU8i,IITTED, DATE, PRO.J:CT 1,!AN ... OCR APPROVED WILLIA/../ f. ~ER 6/.V/IS -. l<PPR0-.£0: DATE: PE. 43?77_ EXP. DATE ~?,.2,/,.a"")q t', 0L,;~;l,:-") 0?-4 ,-d, C 051689 "' BRO\IIN AND CALDWELL \i E,p. 6-J0-12 'sJ IF TH1S BAR DOES --·---4PPRO>ED: DATE: DEPUTY CITY ENGINEER PE 28175 -EXPIRES J/31/12 DATE ~f---~OYL-<IJ, / ,o * * NOT MEASURE 1" REVIEWED BY: If\ llS-/31)/t.T "1-~ CIVt\. &-.*~ THEN DRAWING IS HORIZONTAL NO SCALE J,t.4C v..-\ J-t," . ...___.. DWN BY: TL PROJECT NO. DRAWING NO. NOT TO SCALE. SCALE 5L2'?"lt..5 DATE INITIAL DATE INITIAL DA""E INITIAL CHKD BY:EM • 5508 462-5 LAWRENCE PIERCE. P.E. DATE Cf'" CA\.11 VERTICAL NONE J ENGINEER OF WORK REVISION DESCRIPTION OlrER APPROVAL CITY APPROVAL RVWD BY:EM DIRECTOR OF E~GINEERING lt-(SPECTOR DATE VISTA CIP NO. 8158 ;; EXISTING 16" ACP MAIN DEMOLITION DETAIL ,__cA __ o2--+-c-~-6_, SCALE: 1" = 5'-0" CDP 09-03/SUP 09-0· GENERAL DEMOLITION NOTES FOR SHEETS D-01 AND D-02: 1. REMOVE EXISTING SECTIONS OF ACP PIPE IN ACCORDANCE WITH SPECIFICATION SECTION 02080. 2. REFER TO SPECIFICATION SECTION 02145, SEWER BYPASSING AND DEWATERING FOR TEMPORARY DIVERSION OR DEWATERING OF ANY SEWERS OR FORCE MAINS. 3. REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING ACP IN ACCORDANCE WITH SPECIFICATION SECTION 02080 SUFFICIENT TO CONSTRUCT NEW SECTIONS OF PIPELINE. 4. CONTRACTOR SHALL ASSUME THAT ALL SEGMENTS OF THE EXISTING 16" ACP FORCEMAIN ARE LIVE AND THEREFORE PRESSURIZED. CONTRACTOR SHALL PERFORM REMOVAL AND ABANDONMENT OF EXISTING 16" ACP SEWER THAT NO SPILLS OF SEWAGE OCCUR. A DETAILED SEQUENCE OF WORK FOR ANY NECESSARY BYPASS PUMPING, LINE DISCONNECTION AND PIPELINE CAPPING MUST BE SUBMITTED TO THE CITY OF CARLSBAD AND THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO STARTING ANY WORK. 5. THE WORK SHALL BE SEQUENCED TO ALLOW PIPING TO BE DEMOLISHED, REMOVED OR ABANDONED WHILE MAINTAINING SEWAGE FLOWS IN ACCORDANCE WITH SPECIFICATION SECTIONS 02145, SEWER BYPASSING AND DEWATERING AND 01014, WORK SEQUENCE. 6. REFER TO SPECIFICATION SECTION 01046, DEMOLITION AND SALVAGE FOR REMOVAL OF PIPE, VALVES, EQUIPMENT AND APPURTENANCES. 7. NOT ALL SITE CONDITIONS AND UTILITIES ARE SHOWN. CONTRACTOR TO VERIFY EXISTING SITE UTILITIES AND CONDITIONS BEFORE BEGINNING CONSTRUCTION. 8. CONTRACTOR SHALL CONNECT NEW YARD PIPING AND VALVES SUCH THAT HYDRAULIC TESTING OF NEW YARD PIPING SEGMENTS CAN OCCUR. 9. PLUG ALL EXISTING LINES AFTER THEY MAY BE SAFELY REMOVED FROM SERVICE. REFER TO SPECIFICATION SECTIONS 01041, 01680, AND 02145 FOR TESTING, BY-PASSING AND SALVAGING OF EXISTING AND CONNECTING PIPING. CONTRACTOR SHALL ASSUME THAT EXISTING 16" FORCE MAINS ARE PRESSURIZED. CONTRACTOR SHALL PROVIDE MEANS TO ISOLATE THESE LINES TO AVOID SPILLS AND FACILITATE ABANDONMENT IN PLACE. 10. ALL DEMOLITION SHOWN ON THESE SHEETS SHALL BE COORDINATED WITH A SEQUENCE OF WORK WHICH MAINTAINS THE SAFE OPERATION OF THE BUENA VISTA LIFT STATION AT ALL TIMES. INTERMEDIATE PHASING OF PIPING, ISOLATION VALVES, BLIND FLANGES OR CAPPING NECESSARY ARE NOT SHOWN BUT SHALL BE PROVIDED AS REQUIRED TO TEST, BY-PASS AND/OR REMOVE PIPING AND EQUIPMENT. 11. CONTRACTOR TO REMOVE EXISTING DUCT BANK AND CONDUIT PROTECTION. CONDUITS ARE PRESUMED TO BE OUT OF SERVICE BASED ON SUBSEQUENT UPGRADES TO THE BUENA VISTA LIFT STATION. CONTRACTOR SHALL EXERCISE CAUTION DURING DEMOLITION TO VERIFY THAT ALL CONDUITS ARE NOT ENERGIZED. 12. CONTRACTOR SHALL PROVIDE ON-SITE SOURCE OF WATER TO MAINTAIN AN ADEQUATE LEVEL IN EXISTING AIR-GAP TANK AT ALL TIMES AS WELL AS SUPPLY OF WATER TO LIFT STATION DURING ALL DEMOLITION OR CONSTRUCTION OPERATIONS WHICH WILL, OR HAVE THE POTENTIAL TO, INTERRUPT WATER SERVICE. SHEET NAME D-01 1---+--+-------------+---+----f--f------l ~ CI1X1N£R~G ~E~A~T~~~AD ~ ~-----------------~----------.-------~------------------~----------------+-----+----+-----------------+---+---+---+----I MPROVEMENTPlANS FOR: DEMOLITION BROWN AND CALDWELL CITY OF VISTA SANITATION DISTRICT LAWRENCE PIERCE, P.E. DIRECTOR OF ENGINEERING DATE WARNING 0 1 /2 1 9665 Chesapeake Drive, Suite 201 San Diego, Ca. 92123 "AS BUil T" DUAL 16" ACP FORCE MAIN DEMOLITION ,.0---J C@h-----' ~f/tf,:> BUENA VISTA LIFT STATION FORCE MAIN "''"'""' ----,,"'"''"""""'"'";:;;""",,...---. I ! APPROVED WILLIAM £ P!J1/,f~M ""'"'"'" -~~=,~=~o~,=,w=.,~cc--""' ---P.E. fJ77Z. EXP. 6/:11,-f.$ DATE I .-::;-? ,// -~ '>_.)., IF THIS BAR DOES l-----1--+------------------1---+---l----+----l I ✓w,,,,-..aa-. % -t :.,;; lnSr~,__. ___ ()'J-i,1"-1~ I-__ ::"'::'°::"""'::._· ..:::::;;======_:_"'":.::_·.===--~:;;::;-;:;-,;;;-;;-~;:-------------j~----t--+,,;--,,:.--;;-.,-=~-------------t---t----1~--+--J DEPUTY CITY ENGINEER PE 28176 EXPIRES J/J1/12 DA TE NOT MEASURE 1" T\iEN DRAWING IS HORIZONTAL 1• = 5' REVIEWED BY: I\ J/S•/3(//lT NOT TO SCALE. SCALE l---------------1 "---.7,.11.t.. IM,J..,,,., J/,lf/ fil_ ,___DA_TE~-'~_ITI_AL-, VERTICAL NONE ll)l,SPECTOR DA TE ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTrlER APPqovAL CITY APPROVAL DWN BY: FWB I CHKD BY:.-e-EM~--, RVWD BY:EM PROJECT NO. 5508 I DRAWING NO. . 462-5 VISTA CIP NO. 8158 z J • J CL T CITY OF VISTA SANITATION DISTRICT ~L-~--()(L LA\\RENCE PIERCE, P.E. DIRECTOR OF ENGINEERING DAT£ FINAL BUENA VISTA LIFT STATION PLAN SCALE: 1" = 10' B R O W N AND C A L D W E L L WARNING D 1 /2 9665 Chesapeake Drive, Suite 2D1 San Diego, Ca. 92123 5l.JBMIW..D, DATE: f'HO.ECT MANAGER 1.PPRO','ED: CATE: ~Ov.N ANO CAIJ)WELL "AS BUil T" 21---0ata .... -6/11/4:J COP 09-03/SUP 09-01 GENERAL DEMOLITION NOTES FOR SHEETS D-01 AND D-02: \ \ \ SEE SHEET 0-01 \ \ \ \ I I I I I I I SHEET NAME D-02 ~ CITY OF CARLSBAD 1----+--+----~-----------t----+---J---+---+ ~ ENGINEERING DEPARTMENT l----+--+---------------1----+---lf----+---+ SHEETS 48 MPROVEMENT PLANS FOR: DEMOLITION BUENA VISTA LIFT STATION DEMOLITION PLAN BUENA VISTA LIFT STATION FORCE MAIN ArrRO'JEO: DATE: HORIZONTAL APPROVED WILLIAM E. ~M_;lfR PE 4377 2. EXP. o/Jo/1.S DATE ~-,.,,~a.e½co . •.✓,.~-~="-'4-=n~c".~,,,-,Q~~""-'-':.,;=;,-,.~,,,_.-_=· ~~="'~---Q"'J-,JS"•/t) :::'.'.-=::;:::::=====....:'.:....::===-----J-~::::::~-;:;-;------------f---+---h,--~,.,.~--~--------+---+--+----J.----f DEPUTY CITY ENGINEER PE 28176 REVIEWED BY: r .4a.at/llT EXPIRES J 31 12 DA TE 3116" = 1'-0" SCALE VERTICAL NONE .,,,_,, ""'7,-.-i ewtd,.,.,,._ 3/~ ~U-3 JATE INITIAL REVISION DESCRIPTION lt:,'SPECTOR DA TE ENGINEER OF WORK DATE INl'1AL OTHER APPROVAL DA "E INl11AL CITY AP?ROVAL OWN BY: ~TO=H~_ CHKD 8Y:.=EM~_ RVWO 8Y:EM PROJECT NO. DRAWING NO. 5508 462-5 VISTA CIP NO. 8158 012512 Vl 0 l~ 11) G) rl' 00 .i:,. 9., O'I .i:,. t-;J 00 V'I ro ,: ~ ~ . ·_:; '"-c,• '" 0 ~ C ro .;; :" u , ru --, ,0 C -'',i._ ,: C. -_.:_~ I I I '/ I I I I I I I I I I j I I CITY OF VISTA SANITATION DISTRICT --;;::+~----{)(L LAWRENCE PIERCE p E DIRECTOR OF ENGiNEERING DATE FINAL 0 WARNING 1/2 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE. SUOl\41TTro· DATE, PROJECT IJAW,GER Af>PROVEO: BROWN !,NO c.-.UJ\\£Ll DATE: DATE APPROVED: DATE: SCALE HORIZONTAL 1" = 10' VERTICAL NONE REVIEWED BY: ~~ c-l t,<"' lhlSPEC.TOR -DATE CATE INITIAL ENGINEE, OF WORK I 4S-8()/LT \ \ REVISION DESCRIPTION \ \ \ I \ \ I \ I I DATE I !NITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL CDP 09-03/SUP 09-01 LIMITS OF AC PAVING SEE SPECIFICATIONS ' REQUIREMENTS. FOR SPECIFIC BACKFILL WITH F ~i~;PECIFICATlb~~~~~~;~LL Vlll//1/)j t • • I CITY~rr:!sr:J Ej_lM/#4TEOPE!f CONCRETE sV:Re T~.4fLSMO REPLACED IN KIND CONCRETE APRON NOTES: 1. CONNECT 4" DRAIN SURGE TANKS TO N~~OTMRNEW AND EXISTING ENGH DRAIN. 2. CONTRACTOR MAY STAGING OF MAT USE ACCESS ROAD FOR PROVIDED THAT ir~A~~ AND EQUIPMENT APPROVED BY TH THIS AREA IS AUTHORITY AND E ENCINA WASTEWATER ACCESS IS MAINT~~~~~EANANCE VEHICLE TALL TIMES. 3. ALL OFF-SITE STAGI RESPONSIBILITY OF ~~:RCEAS ARE THE ONTRACTOR. 4. CONTRACTOR SH DISTURBED FENG ALL REPLACE ALL PAVING DISTURBEED LANDSCAPING AND BY THE WORK IN KIND. 5. THE BUENA VISTA L REMAIN FENCED L~~l~TATION SITE SHALL ALL TIMES. THE SEC D AND SECURE AT ACCESS TO THE SIT~:~ SHALL NOT IMPEDE CARLSBAD OR ENCINA THE CITY OF AUTHORITY STAFF AT AWASTE WATER NY TIME. 6. SEE DETAIL G/C-13 F BURIED VALVES. OR INSTALLATION OF ALL METER VAULT TOP OF SHALL BE 1" ABOVE F CONCRETE ELEVATION INISHED PAVEMENT. 7. 8. CONTRACTOR TO PAVEMENT AND G~J~~ EXISTING 9. SEE SHEETS S-03 M VAULT PLANS AND si6T~~~s~-03 FOR METER 10. CLEANOUT PER DETAILS D AND E/C-14. SHEET NAME C-01 I SHEET I CITY OF ~ 8 MPROVEMENT PlANS FOR· · CIVIL YARD PIPING APPROVED!~~= [Vl:PT~MLIFT STATION FORCE MAIN A [// -' -:;J1,MfR Q?-,1,S-•//) EXPIRES J J1 12 DA 1f D ' >:;z EPUTY CITY ENGINEER PE 28176 DWN BY: TL CHKD BY:EM I RVWD BY:EM PROJECT NO. I DRAWING NO. 5508 462-5 VISTA CIP NO. 81 58 V, CJ -:r ~ (D (D G) r+ \.D 0 ~ ..... 01 ~ N 1 00 u, I \ Q NSTRUCT 24 LASS 50 DI Pl E \ ·· ·· I· · · SEESH cc17 I . . , ' I \ .11.0 . ,: i 4 p . 18 FUSI.BL E/ w ~ 50 . \ 1 H · E PIPE ' > 00 -----;----\l· / ' '---. ;;~ ~b; ~~ I / Q;~ r!,L!JLL tbow'° f -«-C/J Zw . ~ I ~za. ~w, I \ . ~Oo ~1wl2 •9. 7 FM " " INSTALL 24" GIPP LINER,S ENOTE 1 (BID CHEDULE A) .:lo'U!'e!!tN T Alta-24!!~1 "fUS18l./iWl~*1'$fff):l;':f; J?u;1S{8&5£H 2 SEETRENCH EiAIL C-18 50 45 CDP 09-03/SUP 09-01 KEYNOTES: 0 WHERE DEPTH TO TOP OF PIPE IS 48" OR LESS CONTRACTOR SHALL USE FLOWABLE FILL BACKFILL, SEE SPEC SECTION 02202 0 GIPP CLOSURE SPOOL, SEE DETAIL B/C-16 I \ I (/) u J: (/) (/) O'.l 45 r / IE47.80 , IJ-----1---------+-+--,,---+.---,---,----,---+----+----'---'-+---'---+---'--_,-+I---+========'---'¾--"'•~-'--•-----• -f-+---++---+-:..S,,.-,'--'---+----;,4-----+---~----+------+--'---t----c----c--+----c---+----t---,--,---+-'-----,--t------t-c: ---\ I -~ ---"'- C") I 0 I I- I UJ NOTES: 1. SEE DETAILS NC-15 AND B/C-15 FOR INTERMEDIATE AND TERMINUS CLOSURE OF GIPP LINER. 40 35 30 25 20 1 . ~ \ \ I \ I '--' ------------:-- I I I ) (/) "l : .'l""". 0 o· IE40.39 C") + f--·,n (/J • -<( >< 1-L!J (/) --0 ~ :8 _Jg + L!J + 10 Z o LO LL <( <.!) ~ I-<( 0 I-L!J LL (I) O'.l 0. C/J '- IE 8.20 0 ~ 00 + ,.._ -"' a.. 1->.cn a----1---+-----+------+------t-----,---,---+-------;--------i--,--,--,--,---j-----c--c--t--,----c---c--t--c---c---c-i---,---,---·-------- 15 1+00 1+50 2+00 2+50 3+00 3+50 4+00 EXIST 30" SD CITY OF VISTA SANITATION DISTRICT I FINAL 0 C EXIST 16" ACP FM (ABANDON IN PLACE) FORCE MAIN "B" SEE SHEET C-06 7+00 7+50 8+00 EE NOTE4 YPE l?E-AL!GlvEO SEE C·l7 BROWN AND CALDWELL WARNING 9665 Chesapeake Drive, Suite 201 1/2 San Diego, Ca. 92123 SU□l,!ITTCD: DA1E: PRC..ECT MA'IP,Gf:fl o\PPROVED: DAlE: BROti,i A.'ID CALD'IIELL UJ I UJ w I Cl) 10 0 + N 40 35 2. CONTRACTOR TO PROTECT EXISTING STORM DRAINS IN PLACE. PROVIDE 12" MINIMUM CLEARANCE. 3. SEE SHEET G-06 FOR HORIZONTAL CONTROL DATA. / rnsTNGAC&URFA E Cf) co ~ I-(/J >< 0 'f ~ .,.... "' I- z ,o I~ 4. FOR DEMOLITION IN THIS AREA SEE SHEET D-01. --------- 8+50 9+00 9+50 FORCE MAIN "NC" "AS BUILT" JJ,_;_;;~ p E. ,fJ77?.. EXP. DATE UJ Cf) 1,,-, (/) 30 w z I ....J IQ ~ 25 20 1',0" MIN C EARANCE (TYP) IE 19,50 S E NOTE2 15 10+00 10+50 11+00 11+50 12+00 STIJ !Of45 TOIZ-1-Ck) /?&MOVE EXIST. !6".4CP flil___. SHEET NAME C-02 ~ CITY OF CARLSBAD I SHEETS I >---->----+-----------------+----t----1---+---l ~ ENGINEERING DEPARTMENT 48 ::;M::;P;:RO;:V:;:EM;;E~N;:T PLA;:::;;N::;S::;F;:OR;:::===c;:1=v==1L=======-'==~ FM "NC" PLAN AND PROFILE STATION 1 +00 TO 12+00 BUENA VISTA LIFT STATION FORCE MAIN APPROVED WILL/A,\/ E. PLUMM[R l----+--t-------------------t---t---+----t----1 ,,,,,~t'-'-'~i'"'h""½'""¼--'-'.,4c""'~-~~c..,' ,,,_Q_,,~ ..... --==-,<'.CL£L<<i~1 ~Y_,_1 ____ o?~11-1-J E><J>. 6-30~12 IF THIS BAR DOES ,l,f'f'R0'-£0: DATE: NOT MEASURE 1" l--__'.'.=::'.'.:'.'.'.....:::::;======:......'.'.:.::._===--..J-:-=-:=-=-::-::---------------il---1--DEPUTY CITY ENGINEER PE 28176 EXPIRES J 31 12 DA1E REVIEWED BY: I .45·8UILT DWN BY: _Tl ___ , PROJECT NO. I DRAWING NO. LA'NRENCE PIERCE, P.E. DIRECTOR OF ENGINEERING CJV\\.. 0:-CAl,.l,d<' THEN DRAWING iS NOT TO SCALE. SCA.LE HORIZONTAL 1" = 40' VERTICAL 1" = 4' -::-; !M l I 'l lt.3 DATE INITIAL DATE INITIAL DATE "11AL CHKD BY:=EM~--, 5508 462 5 i0;P~~oio r... 3 ~ DATE ENGINEER oF .vcRK REVISION DESCRIPTION oTHER APPRovAL c1TY APPRov11L RvwD BY,EM ~-----~ - VISTA CIP NO. 8158 V, 0 if~ ~ G) f--'> o+=> 0 0) ...., N .j::> I 00 IJ1 >- > 35 I I "' w z, J:! I 10 ~ 5 0 ~ I I 12+00 12+50 13+00 13+50 14+00 14+50 15+00 EXIST 12"W EXIST 18" SD CITY OF VISTA SANITATION DISTRICT 0-~--f)vL LAWRENCE FIERCE, P.E. DIRECTOR OF ENGINEERING DATE 15+50 16+00 F "A" INSrALL i'~ TAfE-~ORc 11 0' "CIP/' LINER, SSE NOTE 2 ( ID SCHEDULE fUSl&S i;>V1$fSIDRc'l'tfID~~ SEE TRENCH ETAIL C~B ~ ...-,. (.) ~ -<( I-llJ a llJ llJ IJ) IE 11. 5 (JJ .. OJ ...- I-IJ) X llJ 16+50 17+00 17+50 18+00 18+50 FORCE MAIN "A/C" SEE NOTE 2 "' 00 "' + OJ ...- ~ Cf) 19+00 FINAL BROWN AND CALDWELL \ • 0 WARNING 1/2 9666 Chesapeake Drive, Suite 201 San Diego, Ca. 92123 SlJ6~1T1l:D: DATE: PRD.ECT ~ANAGEA "J'PRO\,fil: DATE: ---- I\ ,, ---~ 19+50 20+00 20+50 21+00 21+50 EXIST 18" SD - 22+00 22+50 w UJ I (I) ,o 0 + M z ,o I~ l I (/) w z 23+00 35 25 20 15 10 5 0 CDP 09-03/SUP 09-01 KEYNOTES: 0 INTERMEDIATE CIPP CLOSURE SPOOL, SEE DETAIL NC-16. LOCATION IS APPROXIMATE AND SHALL BE DETERMINED BY THE CONTRACTOR. NOTES: 1. CIPP LINER INSTALLER SHALL NOT INHIBIT ACCESS TO EXISTING RESIDENTS. 2. SEE DETAILS NC-16 AND B/C-16 FOR INTERMEDIATE AND TERMINUS CLOSURE OF CIPP LINER . 3. CONTRACTOR TO PROTECT EXISTING STORM DRAINS IN PLACE. PROVIDE 12" MINIMUM CLEARANCE. 4. SEE SHEET G-06 FOR HORIZONTAL CONTROL DATA. --7 EXIST 12" W / "AS BUil T" Jt_:.-->~----6/11/11 EXIST TELE SHEET NAME C-03 fsHful CITY OF CARLSBAD I SH4E8ETS I +----< L_1__1_j ENGINEERING DEPARTMENT i---+---1r-----------------+---+----1r---,----, ;;;;:;;~'.;:;;::;:::::;::;:;:;:==:::;:;::;=======--====: IMPROVEMENT PLANS FOR. CIVIL 1---1----+------------+---+-----,1----1----1 1FM "NC" PLAN AND PROFILE STATION i 12+00 TO 23+00 -----t---+----t----i----, BUENA VISTA LIFT STA TJON FORCE MAIN t----j----jf------------------+---+----sf----j---j /; ,J APPROVED WILLIAM E. PLUMMER C 051689 Exp. 6-30-12 ?.E. 43??7.. EXP. ~ ;,:,L,S DATE ?.7.;/----:---/ ,..,, /~ ,. ==-=,=======.....::::...:===-----t;;;::;;-:;;;:;:;-;;;;:--------------jf---l----+·1,"",C,.---c;.,,=..------------I---I----+----+---~ , ?, ////.• , /'2'];:"tqAc,cl 'L'L · ~.--/,., "'D~E;PU~TY~C;;:IT:::::Y::::E'::N::::G:::IN~E=E=R=P~E~2~8l~7~6==::=£:::)(:;'p/':'-R£::S~J:::J::l::::l:::2:::0:::A=;TE REVIEWED BY: t--;;--;-;;;c-r;;-;;c;;-c,-f--'-i.,__._,,4_,..S_-=fJU • ..,i_...L.:.T ___________ t-::-:--::::--t--c-c::-.,.--t--::-:-::::-+c=---1 'oWN BY: ~TL~_ PROJECT NO. DRAWING NO. BROII.N A~D CALOWELL. <\J'PRO'<ED: OAlt: ----·•u'A~\... ... ~ 3/.~ 8' I 1.3 DATE INITIAL REVISION DESCRIPTION DATE INITAL DATE INITIAL CRHVWKDD BBYY·:_~EEMM"'---~-1 5508 462-5 DATE ENGINEER OF WORK OTHER APPROVAL CITY A?PROVAL HORIZONTAL 1" 0 40' SCALE VERTICAL 1~ = 4' VISTA CIP NO. 8158 0125, Z vi a ?5~ ~ G) I-' I-' +:> 0 (J) -n N +:>' 00 U"I "' c. 0 l n ~ "' ~ " 30 C') 67$.5' FM "A' INSTALL 24" IPP LlNER, S .. :f!.b.~:!NST E-2¥0Rc1& · ate NOTE 2(BID u,~ CHEOULEA) ·~ 424.5' C NSTRUCT 24" DR 18 FUSIBL PVC/SOR 11 OPE PIPE 2 -18 --,--t----,---,---+-----+---'----+---,--,----11--~-+--e---:--+--:---+----,----,--t-,---SEE TR NCH DETAIL C~18 30 25 0 1~ (.) ili_, ~ ~ ~·~ ! ~ ! ~ (.) ljj, ~uw ._, ;:::;;; ~g~.gll'--W « ~ W ::r:.. I 2 w w .., en,.:c en .:c en < 1 0 D Z 113 X,1->< I->< I-W ___ 2_0+-WW -~--1-+---~H----'---'--'--t--'---'-j<a;t--'---j-,--,--,--~+=,--,----,---+---'------+----'--+-'----'--'--'--+--'-----f------.J------+ D g_ -c+"'~-----':'~~---j----.i~ , C/J f I~ r-c I-~ ~ st . ------+-----+~-w-+-en---1-----+------+------+--w~cnc-·w·· cn-1.::r:w(/) ~2_0 _ ___, < Lri en,,, "'.,; z ·:!! w ~ .J r:;-"'" +' [',j 1 ~ ~ ~. w· · . I °'< -<I' No, ~a, ~CJ) Cl) 0 '!-'1-"' f-N f-N ~.N(L I 0 MW ·• en · (/) · o6 ·0 O:• I N.·D .;.. < -<( -< ;;-•.~ -. --tt---i O CL I-X I->< I-~ ~ -~ -0 o < w > .</J LU en LU cn >'en~ _ __,.,..---+ 1----'1-"-5+-,-;,+r+----/-:__--+----'f-Ujlli.t-------j---:----t----:--i----,----,--,---ft---,---,----l---,---,-----:--+--'---'--+-.;.._.;.._.;..__t------+-----J-----+--t----tt-------i--,---n----J----,-"::=l===l=='cr-"'~-----'-~-+t--"'""..,.. ---~---~---',---,----,---,----J-----tt-t~ H-15 _ __, EXISTING A SURFACE 1 N z 0 -1 ~ 10 I'----~ w z _.J 5 ::r: ;._ (.) ~ ~ I I 0 -5 23+00 23+50 24+00 24+50 ---- 25+00 ...... .,............. - IE 8.67 25+50 , ____ 26+00 BUENA VISTA LAGOON _,, 26+50 27+00 27+50 EXIST 12" W //IP£ACt! IE 3.0 28+00 28+50 29+00 29+50 30+00 30+50 EXIST 24" SD ---- 31+00 31+50 END CAP, TYP --- INPt.4C'f" 32+00 32+50 0 EXIST 24" DIP FM (ABANDON IN PLACE) 33+00 33+50 4 EXIST 16" ACP FM (ABANDON IN PLACE) z ,o ~ C/J 10 w z I _.J ::r: I(.) ~ 5 0 -5 34+00 SEE NOTE 4 ON SHEET D-01 CDP 09-03/SUP 09-01 KEYNOTES: 0 0 0 REMOVE AND DISPOSE OF ABANDONED SECTIONS OF EXISTING 24" DIP AND 16" ACP WITHIN JEFFERSON STREET WEST RIGHT OF WAY. CAP REMAINING PORTION AT EDGE OF RIGHT OF WAY. CIPP CLOSURE SPOOL. SEE DETAIL B/C-16 INTERMEDIATE GIPP CLOSURE SPOOL, SEE DETAIL A/C-16. LOCATION IS APPROXIMATE AND SHALL BE DETERMINED BY THE CONTRACTOR DO NOT FILL ABANDONED SEGMENTS OF 16" AND 24" FORCE MAINS WITHIN CDFG PROPERTY. NOTES: 1. CIPP LINER INSTALLER SHALL NOT INHIBIT ACCESS TO EXISTING RESIDENTS. 2. SEE DETAIL B/C-16 FOR TERMINUS CLOSURE OF CIPP LINING. 3. REMOVE ACP PIPE TO NEXT JOINT TO PREVENT FIELD CUTTING. 4. CONTRACTOR TO PROTECT EXISTING STORM DRAINS IN PLACE. PROVIDE 12" MINIMUM CLEARANCE. 5. SEE SHEET G-06 FOR HORIZONTAL CONTROL DATA. 6. FINAL PAVEMENT RESTORATION EAST OF STA 31+00 TO STA 34+25 SHALL BE FULL WIDTH (CURB TO CURB) ,ELSE 15' MINUMIN. LEGEND: REMOVED PIPE SEGMENTS >--ro C • " n CITY OF VISTA SANITATION DISTRICT ~L-~~aL.. LAWRENCE PIERCE, P.E. DIRECTOR OF ENGINEERING <t(,., ', .. DAT£ FINAL WARNING 0 1/2 B R O W N AND C A L D W E L L 9665 Chesapeake Drive, Suite 201 San Diego. Ca. 92123 SUBMITTED: D/\TE, PRo..ECT ~ANAGER APPROI/ED DATE: B~Ol\N .o.ND CALDWELL "AS BUil T" .JJ-~a//4-- P.E. 4J?7'L. EXP ,/s~/'.J DATE SHEET NAME C-04 [sHEfrl CITY OF CARLSBAD I SHEETS I +---+---+----1 ~ ENGINEERING DEPARTMENT 48 t----lf----+-----------------1---+--t----t-----1~~~~;:;:;;:;=;;;~=~~~====='-'=== ·-------+---+---------------t----+--+----1----l MPROVEMENT PLANS FOR: CIVIL FM "NC" PLAN AND PROFILE STATION 23+00 TO 34+00 BUENA VISTA LIFT STATION FORCE MAIN APPROVED WILLIAM [. PLUMMER APPROVEO, DAit: HORIZONTAL 1" = 40' IF THIS BAR DOES NOT MEASURE 1'" f---__:=::....::,:::======-=-===:.._--f"~RE;:-:V:;IE~W;;:E~D-;8:;::Y~: ------------i----t--,-_.j-r.<--/l,c8"·'/3/J,,;,;;ll"'T~---------_.j----t---l--------/-- THEN DRAWING IS h :✓--~ -~ 'J?4-=nn 07-14-11' DEPUTY CITY ENGINEER P~E~28=--:lc;,76,----:::,X:--::P:--::IR=,s J 31 12 DA IE DWN BY: ~TL~--, CHKD BY.:=EM~--, RVWD 8Y:EM PROJECT NO. I DRAWING NO. SCALE VERTICAL 1" ~ 4' ~ll'l(/3 DATE NOT TO SCALE. IN'i-r/t;;R"'J..."'~~l~~=---~-- CATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAT£ INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 5508 . 462-5 VISTA CIP NO. 8158 I-Pl• ) J!:'...;i:. 30 25 0 ~lo '<ii" z 0 0 u LO co 20 () u 0 CJ) C\i u l?i l:J N 1o * !:J [ij I ~ ! Li.J "' Li.J I-C") f-I-w, (/) ~ (/) ~ (/) ~ X X X I Cl) llJ (/) llJ (() llJ (() CONS RLJCT 24" DR 8 FUSIBLE PV /S()R 11 HOPE PIPE 1 . SEE TR NCH DETAIL c.18 iB-I'-;L_o ~ ~Q __J I.O ' ...J ~ a .,: CJ) ~ Li.J 'f Li.J ~ '= + co + 0 ~ 0 ~ u ~•~ ~ LO LO . I-st .st g u . (/) ~ -<( -llJ <( -a.1-·a. ..J I-X > (() > llJ (() llJ (() IE 4.00 SEENOTE3 IE 8.00 EXISTING A SURFACE lL~ U..~ ' '' = O') =· 0 co+ co+ ' -IJ) 'I'""" c.c f-C") f-C") (/) . (/) . -<C -<C XI-Xl-llJ (() llJ (/) .. IE2.60 IE2.60 E 16.50 IE 16 50 IE 14.00 IE 2.60 IE2.60 60.97' . CONSTRU • T 24" E:LASS 5 DI PIPE 31.32' I I CONS RUCT 24" CLA S 50 DI PIPE . . I I I I llJ r;;;--- 1 IE 19.00 \ IE 12. 0 \ L--lli---+----V IE3.00 1 67.30 C NSTRUCT 24" R 18 F SIBLE PVC/S R 11 HOPE PIPE SEE TRENCH 1 DETAIL C-18 \ \ i SEE YARDI PIPING SHEET C-q1 ' i 30 15 10 5 CDP 09-03/SUP 09-01 KEYNOTES: 0 EXISTING AIR VACUUM RELEASE VALVE, SEE DETAIL E/C-10 0 EXISTING PIPE SUPPORT HANGERS, SEE DETAILS C/C-10 0 FLOWABLE FILL, STA 37+43.00 TO 37+63.00, SEE DETAIL B/C-13 0 FLOWABLE FILL, STA. 39+65.00 TO 39+85.00, SEE DETAIL B/C-13 0 FLOWABLE FILL PER SPECIFICATION SECTION 02202 0 PROVIDE PIPE SUPPORT FOR EXISTING 66" STORM DRAIN PER SDRSD WP-09 0 CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING ACP PIPES WITHIN TRENCH LIMITS. CAP AT TRENCH WALLS. CONTRACTOR SHALL REPAIR ALL LANDSCAPING AND IRRIGATION DISTURBED DURING CONSTRUCTION NOTES: __ o-+--r~~r:::::7~-7~-:;;-r----r-----,---,,---,.,------t---7----,---~------,,--1-E_2_.oo_f--:!~~=l-1-,---,----,----,--t------r--------,-,--,---r---,---,---1---~~----r--r-o_l 1. CONTRACTOR SHALL REMOVE AND DISPOSE OF SECTIONS OF EXISTING 24" DIP AND 16" ACP WITHIN JEFFERSON STREET NORTH RIGHT OF WAY. CAP REMAINING PORTION AT EDGE OF RIGHT OF WAY. -5 34+00 34+50 35+00 35+50 / EXIST 18" SD 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 2. CONTRACTOR MAY NOT ENTER CREEK AT ANY TIME. CONSTRUCTION SHALL BE COMPLETED WITHOUT CREEK ACCESS. 3. CONTRACTOR TO PROTECT EXISTING STORM DRAINS IN PLACE. PROVIDE 12" MINIMUM CLEARANCE. 4. SEE SHEET G-06 FOR HORIZONTAL CONTROL DATA SHEET NAME C-05 ~ CITY OF CARLSBAD I SHEETS I +----+----------------+----+--+----+----< ~ ENGINEERING DEPARTMENT 48 .-------------------....------------.------....--------------------,,-------------------+----t---+----------------,---+---1----i-----i :;IM;;PRO;;;;VE;;:~~1EN,'.;T;::;;P;:;LA:;NS;;:F;;;O;;R:===c;:1;:;v=.1L=====::::....'.===: CITY OF VISTA SANITATION DISTRICT .___/ -~__DYL. 'L~ PIERCE. PE. DIRECTOR OF ENGINEERING DATE WARNING 0 1/2 B R O W N AND C A L D W E L L 9665 Chesapeake Drive, Suite 201 San Diego, Ca. 92123 "AS BUILT" FM "NC" PLAN AND PROFILE STATION 34+00 TO 40+54 --------j----, f/4_;..,2 ~---_t/.~'~'I~•>~-1---+---+---------~------+------t--+---+------t ;::====BU=E=NA=Vl=ST.=A=L=IFT=S=T=A=TIO=N=F=O=RC=E=MA=IN====: APPROVED WILLIAM E PLUMMER SIJBMITITD: DIITE: p E. --f'3??t. EXP. 6 /;,e/ ,s DA TE ---------------+---+--+-----t----< l---<.1~~(&.~~ .. -c.Jr.r.....,_,_,,.(:22~,!(p~~::i___ ___ ra-/.,t ,,'O IF THIS BAR DOES 1 __ _::=:__::::;:::======-=-===---l-===-::::-:-------------1---------l----h,r-.cc--=~=-----------l----+--+----+--J DP TY CITY ENGINEER PE 28176 EXPIRES J 31 12 DATE PRO..ECT MANAGER APPKOVED: DATE: BRO\\tl ANO CA..DWELI. 111-'l'KOVl:.D: D/1 fE. NOT MEASURE 1" t-4 T THEN DRAWING IS REVIEWED BY: i 9 ,BUil -~ J I I DATE INITIAL NOT TO SCALE. ~/,,\,\t-~• -~·.-. 3 1.i' !.-3 REVISION DESCR,PTION IP/SPECTOR DA TE ENGINEER OF WORK HORIZONTAL 1" = 40' SCALE VERTICAL 1" = 4' DA TE INl'1AL OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: ~TL~--, CHKD BY:=EM~--, RVWD BY:EM PROJECT NO. DRAWING NO. 5508 462-5 VISTA CIP NO. 8158 VI 0 ~~ ~ G) I-' W.i::,. 0 0) ...... Iv .j:::. I 00 V, ~ > ::; ' ~ / J> ~ ~ r "' ' N / C, C, -,: ~ / C " ,: • ~ ~ 0 ~ J> ~ ro -.~ > ro C ~ "' ' ~ 50 45 40 35 30 25 20 15 : : ONS -T 16" C · DI PIPE: ···• · . ·: ·: ·< · $H~E i ' . . . . . ' . . . . . . . . . . . ........ ' ................ , ...... . . . . . . . '=b.-;·c=::;·~·=~~2'-=~-;-::t7":cf-;c;~-k;:t-;-~· -+-1-'---t-: ..• · · $TRUGT2 SOR I . : .. I . . . . . ..... . . . ·:"":"" '"':"";'·" •i•• ... "":"··:'"':"··: .................... I .. : I I I . : I· . . . ... I .. • I . . . . .... I· . . . . • ... I < ···•·· I < . I . I . . . . . . . ·········\···························.······· . . . . . . . . . . ' . . . . . ' ' . . . . . . . . . . . . . . . ' . . . . . . . . . ' . . . -. ' . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . ... .... . , ···••· .......... , ..... ''''' ... . . . . . . : -.....;. : : .... : • • • • i • • • • . . . • , • r • • I . . . . . . . . . . . ' .. ......... "" .... , .. , .... . ! 1+00 1+50 2+00 2+50 -.....,.- I I I {., I I ' I I ;, I 1/i ;;I ' MH 562 FM TERMINUS I I I EXIST 1f DUAL ACP FO~CE MAINS 3+00 coNC BRIDGE . . . . . . E47.80 • .... ......... .... , .............. .. 3+50 4+00 4+50 EXIST30"SD I 5 BRIDGE CROSSING I I I I I • • :=T"":: .0 .... : .... :. +· . . . Lti .IE 40.39 ·~··· . ;.. ........ . Cl) . 5+00 5+50 24" DI PIPE r I ... :~ .. .... : .... :, ... . :-,._; .... :'- 6+00 6+50 EXIST 16" ACP FM (ABANDON IN PLACE) 7+00 A C-17 SEE NOTE 3 FORCE MAIN "B" 7+50 : i 820.8 QONSTRlJC 24" DR 1.8 FUS BLE PVC/SDR 1 HDPEPIP;E . - 8+00 .. ·······················. ····················· : E~ !R~N¢i{~ f AiL. ~~~ EXIST NG AC SURFA E 8+50 9+00 FORCE MAIN "NC" SEE SHEET C-02 . . . 9+50 10+00 . . . .... . 11-0'.'.MIN C EA.RANCE .• . . . . . : . . I .. :·. . . . • ... I . . : . I · : . . . I .. ·••. I"-. Q . . '. ,. . . . '' . . r •··I W ···•··· l'-U . ::c Cl) . . . . . . (TYP)... . . . . . • . . . . ..........•....•... I · IE 1~.50 · · ...................................... • ....... I ... !;i;; NQT!;J .. 10+50 11+00 EXIST 12"W EXIST 18" SD SEE NOTE 1 11+50 12+00 50 45 40 20 15 CDP 09-03/SUP 09-01 KEYNOTES: 0 WHERE PIPE DEPTH TO TOP OF PIPE IS 48" OR LESS CONTRACTOR SHALL USE FLOWABLE FILL BACKFILL. SEE SPECIFICATION SECTION 02202. NOTES: 1. CONTRACTOR TO PROTECT EXISTING STORM DRAINS IN PLACE. PROVIDE 12" MINIMUM CLEARANCE. 2. SEE SHEET G-08 FOR HORIZONTAL CONTROL DATA. 3. FOR DEMOLITION IN THIS AREA SEE SHEET D-01. SHEET NAME C~06 N D ., ~ ~ / fSHrnl CITY OF CARLSBAD I SHEETS I l-----+--+----------------t--+---+----,f-----1 ~ ENGINEERING DEPARTMENT 48 >----+----+---------------1---+----+----if----i " ··~ ,------------------,----------T""""-----T""""---------------"-T-----------------+---t---+----------------+--t---+---+---1 IMPROVEMENT PLANS FOR: CIVIL ~ CITY OF VISTA FINAL BROWN AND CALDWELL "AS BUILT" . "5 WARNING 9665 Chesapeake Drive, Suite 201 ~ SANITATION DISTRICT 1ESS/~ o 1/2 1 San Diego, Ca. 92123 ,r--.. SJDI.IITTDJ: DATE: FM "B" PLAN AND PROFILE STATION 1 +00 TO 12+00 BUENA VISTA LIFT STATION FORCE MAIN ~ 9)6 ._,,~ ,ft'f/11 '; • P.E. 43>7t. EXP. ij;t>/IS DA1E ~ -~-,,.""'...,c..£'--'-~~~:""1.=-__ 09-J.'A,_✓A . f; c "' IF THIS BAR DOES -~ '"" -_...-_rq_ PROJECT WINIIGER APPROVED, DAlE: BROl'fil Af,ID c.-.LJWEl.L APPROVEIJ: ""' • ./ ,op. B-31)--12 NOT MEASURE 1" l--....:.'.'.~.=;=====::.....::::...===-----r-;::;R;::EVl:;E::;;WE-;;::D;:;-;;B::;:Y:----------7---+----+,,.--,.,.-..,...,-,.,,,..----------+-__jf----.J----l-----l DEPUTY CITY ENGINEER PE 28175 EXPIRES J 31 12 DAJE g ~~ fa (XL ~3.1LJ0 CIVIL 11-iEN DRAWING IS / / t--cDcccA=TEc-+=1N1=nAccL--f-'---'-',4,S~-~8,~'f/,=1/l~f------------t-□-A-TE-+-,N-ITI-AL-+--DA-TE--,f--lN-IT-IA--lL DWN BY: _._.,TL~-1 PROJECT NO. DRAWING NO. ~ NOT TO SCALE. ;$Z8' / '} CHKD BY:'=EM'.-_1 5508 462-5 ~ LAWRENCE PIERCE. P.E. DATE CALI< • v ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:EM -.~ L------... -------~-----!.;;;;;□;IR;EC;TO~R;O;F;EN;G;INE;E~RIN;G;_ ______ ;;;;;;_;; __ .;;~;;;~;;;--;;;-----:;;----~----------~~~~;;;-------~D;A~TE;.;~----~---------;;;;;;---;;;;;;;;;;;;;;;;~;;;;;;;;;;;~~~;;;;;;,;;;;;;;;;;;;;;;;;;;,;;;;;;;;~;;;;;;;;;~I VISTA CIP NO. 8158 HORIZONTAL 1· ==-40' SCALE VERTICAL 1•::4' 012s12 0 ,: 0 -.. CDP 09-03/SUP 09-01 -•-,--------------------------------------------------------------------------------------------.,;,,,,,......,. 35 co w U) ol IE 3.50 0 .. 0 20 0 + .,.,.. z o' 15 p:1 <( r- w z, ..J ::C I 10 0 r- :iE I I 5 I . . ., . . I . 0 12+00 12+50 13+00 . SEE;N Tl;f 13+50 EXIST 18" SD SEE NOTE 1 co : INCLEARANC ., " """' ., .. , .. 14+00 14+50 15+00 EXIST 12"W --------------- l4f3Z CLOSURE Sl'Oot. CITY OF VISTA SANITATION DISTRICT 15+50 - .11 o· ONSTRUCT 2 "DR 18 FUSIB E PVC/SOR 11 . ... .. . . . .. ' . SEE TRE}JCH ' ETA!{~ .•. .. ·· .. · .. · ... ~ EXIST NG AC SURFA E. ·:-~ . ' ........ : -- \ ' \.._,.,...;.._, -"!,~,.,...;· ~ "---++-'---'.-~ IE 11.78 · IE.13.12 • I . . . . I . I . I ..J l::c 35 30 ~ 10 :iE NOTES: 1. CONTRACTOR TO PROTECT EXISTING STORM DRAINS IN PLACE. PROVIDE 12" MINIMUM CLEARANCE. 2. SEE SHEET G-06 FOR HORIZONTAL CONTROL DATA. I 8:50. 16+00 16+50 17+00 17+50 r FORCE MAIN "A/C" SEE SHEET C-03 --~~/ ~~ 18+00 - -=--~ ~ ------·~--.,,.,--- 18+50 -- ---------.----..., \_ EXIST 16" ACP FM (ABANDON IN PLACE) 18140 CLOSU/?£ .SPOOL~ ___,I'----~ 19+00 PRIVATE DRIVEWAY FINAL WARNING ? 1/2 BROWN AND CALDWELL 9665 Chesapeake Drive. Suile 201 San Diego, Ca. 92123 Sl.18MITTe:D: ri.0..Eci l,(ANAGOI DA'lt: AF'MOVED, BROlffl ll.NIJ CM.IJMl.L D1t.1'E: 5 0 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 EXIST 18" SO EXIST 12"W EXIST TELE ~~~~~-;;-,~~ - FORCE MAIN "8" SHEET NAME C-07 1----+--+------------+---+---+--+---I JSlillYl CITY OF CAR LS BAD j S'-IEETS I ~ ENG1NEERING DEPARTMENT 4j MPROVfMENT Pi.ANS FOR: CIVIL "AS BUil T" FM "B" PLAN AND PROFILE STATION 12+00 TO 23+00 ~J~ 6/t,/2:J BUENAVISTALIFT6TATIONFOPr:EMAIN ------' I i/ APPR~VED WILLIAM [. Pl,Jj_l~~ER . ~ c' IF THIS BAR DOES I ---==-=r======-====---l-;;;:PE~-~f;;;:j:;::?-,:lZ.~-Ex_P. __ 6 _3&:_._1.> ___ D_A_TE'---J~-+--+-~----...----,,--,-,.-,---.-,,----------------t----l-----l---_j~_j et'-£."51t•: ~ ~9 ll' ~ 14-/,2 f -I p, S-lO NOT MEASURE 1" r DEPUTY CITY ENGINEER PE 28176 EXPIF'-~s J/31, 2 DA TE O ~ d_ .k THEN DRAWING IS REVIEWED BY: UILT ~ .t '-• 11 ro /VI\.. J_ I 1--D~A=TEc-+~,N=,,,~AL-+-'...,__c""---'"-"'-'-=------------+---i----l--DWN BY: TL PROJECT NO, r-DRA'M',G NO. r -• NOT TO SCALE -, ·-'/}' -al DATE INITIAL DATE INITIAL APPRO-m>: DA'!£: HORIZONTAL 1' = 40' ,. LAWRENCE PIERCE, P.E. -DATE · ",,vi,' !Mc , 3 .:t <> 6 E SO DESCR PTION >---~---+--~--1 CHKD SY.EM "'508 A~2-5 ~L ____________________ .,!_;Dl;RE;CT;O;R;OF;ru~GIN;E;ER;IN;G-----~~---1--~~~~--;;;!~_;;;;; __ ;;;!~---;;;;;;~~~~~~~iiiiii---;;;!;IN~i~~~EC~T~OR~-------~D;A~TE~;;!~rn~Gl~NE~ER~OF~W~O~RK~--~R~V~l~l~N~~~l~~---~□lli~E~R~A~PP~RC~V~AL;b~a~TY~~~P~R~O\~'A~L~R~V~~~BY~E~M~~~~i'' I 'tV SCALE VERTICAL 1~ = 4' VISTA C1P NC'. 8158 0 0 J 0 l CDP 09-03/SUP 09-01 CONSTRUC 24" DR 18 PU IBLE PVC/SOR 11 HOPE PIPE KEYNOTES: 30 Sl;E TR NCH DETAIL 1 0 CONTRACTOR SHALL REMOVE AND DISPOSE C-18. 30 OF EXISTING ACP PIPES WITHIN TRENCH LIMITS. CAP AT TRENCH WALLS. 0 REMOVE ANO DISPOSE OF ABANDONED SECTIONS OF EXISTING 24" DIP AND 16" ACP WITHIN JEFFERSON STREET WEST RIGHT OF <D ... . ,. (;) ~ < --' "'-a, 'l? f;--co (/) <O "'-5o '1 "' w + N Cl ~ ~ "' g UJ N f" N ill .,: . (/) <( ·g; 1--'-x f;-- (/) UJ (/) -'------ 1--c._::_H't'H------c----+--'-------'---+--+-------,---l---,--t----,--t----'----+lf---'-----,-----+----,------,-c---+-----c----c-,------+----'------'----'--+-------'--t------+----'----c--. .. --t-----tt--,----,-t----+-+----+-- IE S.67 r,.... 25 0 () t-,-W I ~I 20 CJ) w-w CJ) ol 0 • . I 0 15 0 + (;\J z 0 -, 10 ~ w z _J XISTlNG ACS RFACE 8.22 (1) WAY. CAP REMAINING PORTION AT EDGE OF co ~ 0 25 ~ ~ () RIGHT OF WAY. "' ~ ~ ;. "'-co + ~ + ' + t-,-N ~ "' N M 0 DO NOT FILL ABANDONED SEGMENTS OF 16" lo~ f" "' f" "' IW (/) ~ Ul <( I UJ AND 24" FORCE MAINS WITHIN CDFG -,<t: X [i)' t;; X f;--I PROPERTY. w (/) UJ. (/) CJ) 20 w CJ) lo 0 ~ . --t! ---.. -15 NOTES: 1. REMOVE ACP PIPE TO NEXT JOINT TO PREVENT -FIELD CUTTING, 15 f t-,-2. CONTRACTOR TO PROTECT EXISTING STORM r: 10 DRAINS IN PLACE. PROVIDE 12" MINIMUM CLEARANCE. 1E6.o IE9 ,z 3. SEE SHEET G-06 FOR HORIZONTAL CONTROL DATA. I :E I () 5 t-,-I 0 5 4. FINAL PAVEMENT RESTORATION EAST OF STA t-,-31+00 TO STA 34+25 SHALL BE FULL WIDTH (CURB TO CURB) ELSE 15' MINUMI~. ~ 0 0 LEGEND: REMOVED PIPE SEGMENTS -5 -5 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 CITY OF VISTA SANITATION DISTRICT -::=-L~~Q)'L__ LAWRENCE PIERCE, P.E. DIRECTOR OF ENGINEERING DATE FINAL ofESS10~ \. MA, CJVI CA\. WARNING 0 1 /2 "' -Cl '",) IF THIS BAR DOES * NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE. END CAP, TYP BROWN AND CALDWE LL 9665 Chesapeake Drive, Suite 201 San Diego, Ca. 92123 SJ□MllTc.D:: ClATEl PROJECT V.ANA:.:ER APPROVl:D: ~ATE: 8RC\'otl /\NO CN..DWEU. "AS BUil T" ~------------1 ~~?---~/1~/l; p E. '1)77?,. EXP. {1(}4}!_'/,5~_ DATE lf'FROV£D: ~'ATE: REVIEWED BY: HORIZONTAL 1" "40' SCALE VERTICAL 1· = 4' INSPECTOR DATE EXIST 24" DIP FM (ABANDON IN PLACE) EXIST 16" ACP FM (ABANDON IN PLACE) SEE NOTE 4 ON SHEET D-01 SHEET NAME C-08 ~ CITY OF CARLSBAD I SHEETS I l----+---+-----------------+----1---+---+----I ~ ENGINEERING DEPARTMENT 48 1-----11---+----------------f---+--+---,--t--; 1/t.T JATE INITIAL DATE INITIAL '.JATE INITI.AL ENGINEER DF WORK REVISION DESCRIPTION 0 THER APP i!OVAL Cl rY APPROVAL IMPROVEMENT Pl.ANS FOR: CIVIL FM "B" PLAN AND PROFILE STATION 23+00 TO 34+00 BUENA VISTA LIFT STATION FORCE MAIN APPRO~D W/~L/AM ,..P~ER <e./,;,?c,'-c.::/2s,.~~-""""""'' ........ ~L"-'~C...-,0.1/,'-'-" ___ '"'. e,l,c,V,:_1,.__ ___ 07-ll · /0 DEPUTY CITY ENGINEER PE 28176 EXPIRES J 31 12 DATE OWN BY: -'-'TL~--I CHKD BY:.':eEM:,;.......--1 RVWD BY•EM PROJECT NO. DRAWING NO. 5508 462-5 VISTA CIP NO. 8158 -0 30 10 0 -5 I I 34+00 ' IE 4.00 34+50 35+00 ' ~ '•,J\ ~ I \ . I+..,_ l~v :<,.G ,, ~ d~ ef) 7/ ~ 'I' (1-0 / 5r ~~ EXisT 66" SD 8 / REPLACE ALL EXIST DISTURBED TRAFFIC LOOPS 35+50 .. EXIST 18" SD IE .60 : IE 2.60 36+00 36+50 37+00 \"·· ~ (}' ABANDON EXIST 24" DI FORCE MAIN AND CAP. DO NOT FILL ABANDONED 24" FORCE MAIN ~ ~·I--' ·•. 37+50 21$.84' CQN$TRU T 24" CLASS 5 DI PIPE. .. ·EXIST B IDGE AND Pll s - IE 16,60. · IE 19.0Q I : r""" -r--I I IE 1 .00 38+00 -- 38+50 39+00 FORCE MAIN "8" INSTALL 24" DIP PIPE JE2.00 IE 1 00 39+50 40+00 SEE NOTE 2 . 61,3() CONSTRUCT 4 • DR 18: FUSI LE 'u..,o. ~1 'i:' ·-,-iO . . f-'-. <t . . • cnl · . _,<( x:1-w1cn 40+50 . PVC/SDR 1 HOPE PIPE SE:E iR NCH DETAIL 1 ·. . · · · · ··· ·· :· ·· ·· C•18 . . ~ ~ <t +. <t + 0 0 .. <t . <t ~ ,(. 0. LL .0 t:i > en . LL 41 +(;,:; 41+50 42+00 r FOR CONTINUATION OF YARD PIPING SEE SHEET C-01 • I I I I I • I I I I I I I 30 20 15 10 0 -5 CDP 09-03/SUP 09-01 KEYNOTES: 0 EXISTING AIR VACUUM RELEASE VALVE, SEE DETAIL E/C-10 ® EXISTING PIPE SUPPORT HANGERS, SEE DETAIL C/C-10 0 FLOWABLE FILL, STA. 37+43.00 TO 37+63.00, SEE DETAIL B/C-13 0 FLOWABLE FILL, STA. 39+65.00 TO 39+85.00, SEE DETAIL B/C-13 0 FLOWABLE FILL PER SPECIFICATION SECTION 02202 /o\ PROVIDE PIPE SUPPORT FOR EXISTING 66" \:::.} STORM DRAIN PER SDRSD WP-09 0 CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING ACP PIPES WITHIN TRENCH LIMITS. CAP AT TF(ENCH WALLS. lo\ CONTRACTOR SHALL REPAIR ALL \.V LANDSCAPING AND IRRIGATION DISTURBED DURING CONSTRUCTION NOTES: 1. CONTRACTOR SHALL REMOVE AND DISPOSE OF SECTIONS OF EXISTING 24" DIP AND 16" ACP WITHIN JEFFERSON STREET NORTH RIGHT OF WAY. CAP REMAINING PORTION AT EDGE OF RIGHT OF WAY. 2. CONTRACTOR MAY NOT ENTER CREEK AT ANY TIME. CONSTRUCTION SHALL BE COMPLETED WITHOUT CREEK ACCESS. 3. CONTRACTOR TO PROTECT EXISTING STORM DRAINS IN PLACE. PROVIDE 12" MINIMUM CLEARANCE. 4. SEE SHEET G-06 FOR HORIZONTAL CONTROL DATA. EXIST POWER CONDUIT '\ ' WARNING EXIST 2" HP GAS ~ EXIST 16" ACP FM TO BE REMOVED, SEE NOTE 1 FORCE MAIN "A" SEE SHEET C-05 FORCE MAIN "B" ~-EXIST ELEC CONDUIT / \ BUENA VISTA LIFT STATION \ \ SHEET NAME C-09 ~ CITY OF CARLSBAD I SHEETS I l----+--+-------------------,l------+-----1----f ---; ~ ENGINEERING DEPARTMENT 48 ---------+--+-----1---+----l ,-------------------.-----------,--------,-----------------,----------------+---1---+---------------t---+-----,l--+--t MPROVEMENTPt.ANS FOR: CIVIL B R OW N AND CAL D WE L L "AS BUil T" FM 'B" PLAN AND PROFILE STATION FINAL CITY OF VISTA SANITATION DISTRICT 'd -CfZ. ---LAWRENCE PIERCE, P.E. DIRECTOR OF ENGINEERING C fESSiQ I • Exp, G·JO c,v11. 9665 Chesapeake Drive, Suite 201 34+00 TO 40+41.64 San Diego, Ca. 92123 r,1 ,r //\./A BUENA VISTALIFTSTATIONFORCEMAIN ;a,~~------Gh/'} PE."IJ'777-EXP. 6,~;,J DATE f-----+--t-----------------t----t--+----+--~ f.4~~~L)~~~-tt'l:,_.. ___ 09-/-/•ft? IF THIS BAR DOES 1 __ __::::::...:::;:::=====~'.:..::=:==----r-::::::-;::::=-::'.:--------------i---+---+,.-,..,,...,...,,,.,..,.,.,------------+---+--+----I---J DEPUTY CITY ENGINEER PE 28176 EXPIRfS 3 31 12 0A7£ NOT MEASURE 1" I-REVIEWED BY: "9 lJ'lT THEN DRAWING IS 1 " -1' DWN BY: TL PROJECT NO. DRAWING NO. I I DATE INITIAL DA TE INITIAL DATE INITIAL NOT TO SCALE. ~ """''--.'3 ?.~ /.:3, REVl"'ON DESCRIPTION CHKD BY,EM 5508 462-5 ENGINEER OF WORK ,,, OTHER APPROVAL CITY APPROVAL RVWD BY:EM _ R DATE WARNING ~ 1 /2 SVBI.IITTEO: 0A1[) PP:~ECT 111\NAGEff Af'f>RO\.UI: ''"" BltOilN NiC CAW\YELL Af>f'R:01/EO: !)Al£: HORIZONTAL 1" • 40' SCALE VERTICAL 1· = 4' VISTA CIP NO. 8158 ...... ...... -.o c::-;i c--....i ~- FORCE MAIN "B" 24" FUSIBLE PVC/HOPE PIPE SILT FENCE (TEMPORARY) 4-, ENLARGED PLAN DETAIL G~J SCALE: 1" = 10' LEGEND: CONTRACTOR WORK PLATFORM TO SPAN BUENA VISTA CREEK CONCRETE CHANNEL LINING. PLATFORM SHALL BE DESIGNED TO PROVIDE WORKING PLATFORM AND CONTAIN ANY SPILLS, SEEPAGE, DEBRIS OR CONTAMINATION FROM ENTERING BUENA VISTA CREEK. KEYNOTES: CD 0 0 0 0 0 0 ® REPLACE EXISTING AIR RELEASE VALVE. REPLACE EXISTING VANDAL-PROOF CAGE IN KIND WITH SBT, EXPANDED METAL AND FRAME. SEE DETAILS B/C-11 AND E/C-10. EXISTING PIPE SUPPORT HANGERS. SEE DETAILS C/C-10 AND E/C-10. REMOVE EXISTING 24" DI PIPE. SEE DETAILS B/C-10 AND E/C-10. CONCRETE PIPE SUPPORT. SEE DETAIL NC-14. PIPE TRANSITION. SEE DETAIL B/C-13. CONNECTION TO EXISTING 24" DI PIPE. SEE DETAILS C/C-10 AND D/C-13. CONNECTION TO EXISTING 24" DI PIPE. SEE DETAIL D/C-10. BACKFILL TRENCH WITH FLOWABLE FILL PER SPECIFICATION SECTION 02202. SEE DETAIL C/C-13. PIPELINE DEMOLITION DETAIL G~J SCALE:NONE PIPELINE DEMOLITION DETAIL G~J SCALE:NONE CDP 09-03/SUP 09-01 NOTES: 1. CONTRACTOR MAY NOT ENTER CREEK OR LAGOON AT ANY TIME. CONSTRUCTION SHALL BE COMPLETED WITHOUT CREEK ACCESS. 2. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING BRIDGE SUPPORT BEAMS AND ADJUST THE FORCE MAIN ALIGNMENT TO ACCOMMODATE THE REQUIRED PIPE SUPPORT METHODS PER DETAILS A AND B ON SHEET S-02. THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD WITH THE PROPOSED MODIFICATIONS TO THE ALIGNMENT FOR APPROVAL PRIOR TO FABRICATION. 3. SEE SHEET C-12 FOR LOCATION OF NEW 2 1/2" 2W WATER LINE. REMOVE EXIST 24" DI PIPE ROTATE EXIST 45" EL 180° FOR CONNEC.TION PIPELINE ALIGNMENT DETAIL G~J SCALE:NONE EXISTING AIR VACUUM RELEASE VALVE DETAIL G~J SCALE:NONE SHEET NAME C-10 fsHml CITY OF CARLSBAD l---l----+----------------1----+---I----I---I ~ ENGINEERING DEPARTMENT l---f----+----------------f----+--+----1--,1 ,---------------------,------~-----,-------,--------------------,-----------------1----l----l-----------------1---1-------1----1---__j IMPROVEMENT PLANS FOR: B R O W N AND C A L D W E L L CIVIL CITY OF VISTA SANITATION DISTRICT LAWRENCE PIERCE, P.E. DIRECTOR OF ENGINEERING FINAL C 051689 f:1 Exp. 6-30-12 .::0 * IV I\_ C/11-1~ WARNING D 1/2 9665 Chesapeake Drive, Suite 201 San Diego, Ca. 92123 SUBMITTED: ~-· "AS BUil T" .&--:r:~ PROJECT ~ANAGEft "o"' '"' '"'"'" """ ---PE. "3?7?. EXP 6/;.0/1:; ~/tf/13 DATE IF THIS BAR DOES I __ _:"''.:::'"'::'.'"''.'.'..'.=;======~°'.'.:"".===--+;;;::;-;;;::;;~-;:;-:~-----------l----J--+-,.-.-,.-.,.-,-,.-,-..------------l---+--l---+-----l NOT MEASURE 1" t" REVIEWED BY: THEN DRAWING IS HORIZONTAL 1• • 10' I NOT TO SCALE. SCALE _fM<'.\M<-~ VERTICAL NONE 1i£PECTOR DATE INI ~AL ENGINEER :JF WORK REVISION DESCRIPTION DATE INITI.AL CATE INlllAL OTHER APPROV/\L CITY APPROVAL FM "A/C" ENLARGED PLAN BUENA VISTA LIFT STATION FORCE MAIN APPROVEQ WILLIAM [. PL~/ L~ :G , ~~ /J?-,{;i-/(;i DEPUTY CITY ENGINEER PE 28176 EXPIRES J 31 12 DATE DWN BY: TL PROJECT NO. I DRAWING NO. CHKD BY:EM 5508 462-5 RVWD BY,EM VISTA CIP NO. 8158 I 0:2512 "!]. 0 (l) ::f ~ G) f--' 00 .i:, 0 O"I ...., N .j:> I 00 V, - ~ FORCE MAIN "A" 24" FUSIBLE PVC/HOPE PIPE SILT FENCE (TEMPORARY) ENLARGED PLAN DETAIL G.) SCALE: 1" = 10' CITY OF VISTA SANITATION DISTRICT 4--~0L,_, LAWRENCE PIERCE, P.E. DIRECTOR OF ENGINEERING 9:/ J, I k___ DATE FINAL WARNING 0 1/2 LEGEND: CONTRACTOR WORK PLATFORM TO SPAN BUENA VISTA CREEK CONCRETE CHANNEL LINING. PLATFORM SHALL BE DESIGNED TO PROVIDE WORKING PLATFORM AND CONTAIN ANY SPILLS, SEEPAGE, DEBRIS OR CONTAMINATION FROM ENTERING BUENA VISTA CREEK. t ! BOTTOM OF 7 EXISTING _j BRIDGE BEAM KEYNOTES: 0 AIR VACUUM RELEASE VALVE. SEE DETAIL B/C-11 AND SIMILAR TO DETAIL C/C-11. 0 0 0 0 PIPE SUPPORT HANGERS AND BRACING SEE SHEET S-02. CONCRETE PIPE SUPPORT. SEE DETAIL NC-14. PIPE TRANSITION. SEE DETAIL B/C-13. BACKFILL TRENCH WITH FLOWABLE FILL PER SPECIFICATION SECTION 02202. SEE DETAIL C/C-13. 0 PIPE ANGLE FITTINGS. SEE DETAIL E/C-13. AIR VACUUM RELEASE VALVE SEE SPECS SUPPORT STRAP, 316 ss ROUTE TO DRAIN TO EMBANKMENT SIDE 4" GATE VALVE COP 09-03/SUP 09-01 NOTES: 1. CONTRACTOR MAY NOT ENTER CREEK OR LAGOON AT ANY TIME. CONSTRUCTION SHALL BE COMPLETED WITHOUT CREEK ACCESS. 2. DUPLICATE EXISTING VANDAL -PROOF CAGE PER SPECIFICATION SECTION 05505. NEW CAGES ARE REQUIRED FOR EACH NEW AIR-VACUUM RELEASE VALVE. 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING BRIDGE SUPPORT BEAMS AND ADJUST THE FORCE MAIN ALIGNMENT TO ACCOMMODATE THE REQUIRED PIPE SUPPORT METHODS PER DETAILS A AND BON SHEET S--02. THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD WITH THE PROPOSED MODIFICATIONS TO THE ALIGNMENT FOR APPROVAL PRIOR TO FABRICATION. 4. SEE SHEET C-12 FOR LOCATION OF NEW 2 112" 2W WATER LINE. "-., -"~"~+#''w#+2i ,,a' JEFFERSON ST NORTH 24" X 4" FLANGED TAPPING SLEEVE, MUELLER CAT. NO. H-615, OR APPROVED EQUAL 1 BROWN AND CALDWELL 9665 Chesapeake Drive, Suite 201 San Diego, Ca, 92123 SIJB~rTEO:. PRII..ECT >.IANAGER DATE: APPlsOVED: DATE: BROl'iJ A.Nb :,l,LD\loE!J. "AS BUil T" £-DC/:Lb--z--- P.E. 43?7?.. EXP, DATE 24" DI PIPE FORCE MAIN "B" TYPICAL AIR VACUUM RELEASE VALVE DETAIL® SCALE: NONE VANDAL PROOF CAGE DETAIL@ SCALE:NONE SHEET NAME FM "B" ENLARGED PLAN BUENA VISTA LIFT STATION FORCE MAIN APPROVED WILLIAM E. j:LUJ4,MER C-11 APPROVED: OATt: HORIZONTAL 1" = 10' .✓-:; --~ -0 ,C~lll'k (}q-/// ·IIJ :::::_=;======:....:'.::::...===---t;:;;:;:;:-;;-;::;::--;:::;:--------------j----J---+,.--,,-;.-,,..,,,,.--------------J---+--+---1------J DEPUTY CITY ENGINEER PE 28176 EXPIRES J JI 12 DATE REVIEWED BY: I 'C..RtJ/LT ~:;::=;::';:~==~========'=:';=.====~ J v '-'' OWN BY: ~TL~--I PROJECT NO. DRAWING NO, SCALE VERTICAL NONE ----7. /;"> / , DATE 1NrnAL DATE INITIAL JATE 1N1tAL EM 1----------------l ,<,\( Lili~ '6'-, ~ ,..I{ t.~ REVISION DESCRIPTION CHKD BY:~--1 5508 462 5 I §pECTOR ' DA TE ENGINEER OF WORK OTHER ,PPROVAL CITY APP,OVAL RVWD BY:EM - VISTA CIP NO. 8158 l/l CJ ?6~ :Jl. G) I-' \.O.i:,, 0 O'I --+, N .j:>, I 00 V, CITY OF VISTA SANITATION DISTRICT '--;;;;;:J----O"L-. LAI\RENCE PIERCE, P.E. DIRECTOR OF ENGINEERING DATE FINAL ESS1a WARNING 0 1/2 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NCT TO SCALE. \ \ ' 5. ALL BURIED SEGMENTS OF NEW WATERLINE SHALL HAVE A MINIMUM OF 3' COVER. 6. APPROXIMATE ALIGNMENT FOR NEW WATER LINE IS 5' MINIMUM OFF FM "A" OR AS SHOWN. \ \ \ CDP 09-03/SUP 09-01 \ \ \ ' . SHEET NAME C-12 fSHml CITY OF CARLSBAD I SHEETS I 1----+----+------------------l'----+---+---+-------1 ~ ENGINEERING DEPARTMENT 48 ~M;P;:RO;;,VE;M;::;E;,_N~T~P!A~NS~FO~R~: :::=::::::::'C~l~V~IL'::'::'::::::::::::::===:::...::==~ BROWN AND CALDWELL "AS BUil T" !!~~0 t:7.Lfl---- 9665 SlJ3MITTED: AP~ROVEO: N'-~~OVo.D: SCALE Chesapeake Drive, Suite 201 San Diego, Ca. 92123 DATE: PROJECT IIAAAG~ E!RO'M<I AN.Cf c",A;Lifwn.l. DATE: EXP. DATE: HORIZONTAL 1"=20' VERTICAL NONE REVIEWED 3Yj 1----------------1 C/ ,yt..1Mo.~---- 1N/;PEcToR NEW 2 1/2" 2W WATER SUPPLY BUENA VISTA LIFT STATION FORCE MAIN DATE APPROVED WILLIAM [ M ER ./✓/~; ·,n-~ __ /;?-I.J-t'2 I IIS·8UILT JATE INlnAL c:NGINEER :JF WORK REVISION DESCRIPTION )ATE INl]AL DA "'E INITIAL DEPUTY CITY 8176 EXPIRES J JI 12 DATE OTHER APPROVAL CITY APPROVAL OWN BY: ~NH~-- CHKD BY:.=M"'B ___ 1 RVWD BY:EM PROJECT NO. 5508 DRAWING NO. 462-5 VISTA CIP NO. 8158 0;2512 ro ~ ,. cO EXIST 24" DI PIPE FORCE MAIN "A"~ EXIST 45' EL (DEMOLISH) · EXIST 22-1/2' EL (DEMOLISH) EXIST 11-1/4° EL (DEMOLISH) -~\ l EXIST 24" DI PIPE FORCE MAIN "A" (REMOVE AND DISPOSE) * I NEW 45° EL -ROTATED 180' RESTRAINED MECHANICAL JOINT (TYP) NEW 45° EL NEW 24" DI PIPE FORCE MAIN "A" NEW 11-1/4' EL FORCEMAIN "A" PIPE CONNECTION DETAIL 6~~ SCALE: 1/2" = 1'-0" CITY OF VISTA SANITATION DISTRICT LAWRENCE PIERCE, P.E. DIRECTOR Of ENGINEERING DAn'. USE 316 SS FASTENERS AND WASHERS 24" FUSIBLE PVC/HOPE PIPE • 5'-0" MIN • 0.. > EXTEND FLOWABLE FILL TO GRADE LEVEL 24" DI PIPE 1 • /) t> • • FLOWABLE FILL PER SPECIFICATION SECTION 02202 FPVC/HDPE DIP DIP TO FUSIBLE PVC/HOPE TRANSITION NEW 24" DI PIPE FORCE MAIN "B"- RESTRAINED MECHANICAL JOINT (TYP) D ET Al L f--c~-10--+-c-~-1 --1 SCALE: 1/2" = 1'-0" I I I NEW 45" EL NEW 45° EL _---.Ll_ NEW 11-1/4' EL NEW 24" DI PIPE / FORCE MAIN "B" FORCEMAIN "B" ANGLE FITTINGS DETAIL 6~) SCALE: 1/2" = 1'-0" UNDISTURBED EARTH CONCRETE BLOCK 5'ON CENTER NON REINFORCED 1 MIN 2000 PSI CONCRETE ENCASEMENT OR FLOWABLE FILL ': l • .. . . . ' 6"MIN 12" MAX (TYP) WO !1 0 0.. • ~ UNDISTURBED EARTH CONCRETE ENCASEMENT/ FLOWABLE FILL GASKET - 24" DI PIPE FORCE MAIN D ET Al L .__cc __ 1 o----'--c-~-1-' SCALE: NONE --GLAND RING 24" FUSIBLE PVC/HOPE PIPE FORCE MAIN '---STIFFENER DIP TO FUSIBLE PVC/HOPE CONNECTION DETAIL 6S.) SCALE: NONE VALVE NUMBER ENGRAVED ONVALVETAG ----~ POSITION INDICATOR 6" MIN (TYP) CDP 09-03/SUP 09-0 ---SURFACE BOX --CONCRETE PAD AT GRADE I~ -~~~~~~ j © • 0 ' "'" z ~ l- o:: w ~ Cl'. (!) . ' 2-5/8" ss BOLTS --VALVE BOX BY VALVE MANUFACTURER SEE SPECS ---EXTENSION HANDLE W/TOP BEARING PLATE --FLEXIBLE RESTRAINED COUPLING EACH SIDE OF VALVE VALVE ____ __, 12" MIN (TYP) DEEP BURIAL 6" MIN (TYP) .. T ,,,,.,,,,.- CONCRETE PAD 1 ATGRADE 7 --VALVE BOX BY VALVE MANUFACTURER, SEE SPECS. ---OPERATING NUT --VALVE CONCRETE BEARING PADS WITH MIN REINF , , ' • , ~ ~i PER ACI 318 ______ __,, ~~=;:;•,m· ~~ SHALLOW BURIAL BURIED VALVE DETAIL DETAIL 6~) SCALE: NONE SHEET NAME C-13 l----+---+-------------+-----,1-------,1----+-------; ~ C 11X1N£R~G ~E~A~k~~AD ~: ' FINAL WARNING 0 1/2 B R O W N AND C A L D W E L L 9665 Chesapeake Drive, Suite 201 San Diego, Ca. 92123 SL·BMITTED: OATE; MPROVEMENT PLANS FOR: CIVIL "AS BUILT" DETAILS 1 .9J .,._C) CdLL.-.---6/tl/l) BUENA VISTA LIFT STATION FORCE MAIN PROcE:CT ~AN ... GER Af'PROI/ID: DA~: 3RO'llff AHO CALDNEU. Af'PROW: DA'!£: APPROVED 'MLUAM ~R :::'....=r=====-=::....::===----j-;;P;:;-.E;;;:. ,f:;;l;;?;;- 7 -;;t~-EX_P_. '-_1-_~_v/J-IJ ____ D_A TE--{.:.:.:.:~i=-.:.:.:;;;;.:;;.:;;;;;,;:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:t.:.:.:.:-t.:.:.:~-i=-.:.:.:~t.:.:~-1 _.&~_2Yo,_ r'~ 'fien,U,;,LCh--~---OJ-/4 ·t~ DEPUTY CITY ENGi EER PE 28116 [XPIRES J 31 12 DA TE REVIEWED BY: / 48· "'IJ. LT ;::::::::::::::::::::::::::::::=:::=;';===::::::======:".=:=::=:::::::::=: HORIZONTAL AS SHOWN SCALE VERTICAL AS SHOWN '-'' OWN BY: ~FB,c__ __ , PROJECT NO. I DRAWING NO. --::-'I. r.. w..,J...,-...... _ 3/2 ~ //.J DATE INl~AL REVISION DESCRIPTION DATE INl1'AL DATE INlllAL CHKD BY:,,,EM"'-----1 5508 462-5 DATE lNGINllR Of WORK CTHER APPROVAL CITY APPROVAL RVWD BY:EM ~-----~ VISTA CIP NO. 8158 ' 012512 V, 0 ':::f' (t) ~ (t) G) ..+ N p +:> 0 O"I ...... N +:> 1 00 V, HEAVY DUTY 2" GALVANIZED STRAPS, TYP 3/4" 0, 316 ss, 8" EMBEDMENT ANCHOR BOLT, TYP #4 STIRRUPS, @12" ALL AROUND, TYP #5BARS, SPAS SHOWN, TYP EF ----------.. CLASS C-1 CONCRETE------------- EXIST. BUENA VISTA CHANNEL CONCRETE LINING 1-1/2 r 1~-- /,' . /h: ,. \ PER PLAN NEW 24" DI PIPE FORCE MAIN "B" EXIST. 24" DI PIPE FORCE MAIN "A" IE 16.50 (SOUTH) IE 19.00 (NORTH) 8" SAW CUT EXIST. f--'----1 \ CONCRETE, TYP ,,-ij--j,.J........L-1---t----+--I-...L.---, ~T?P OF CHANNEL EL 15.00± -~· · I> I I I 2'-4" WIDE FOOTING, #5 BARS@ 12" TOP AND BOTTOM, TYP EW CONCRETE PIPE SUPPORT • I T • ,I\ I I I I ,c [>. 1 '--......_----' KEY {TYP) NOTES: ADD JOINT SEALANT, BACKER ROD AND EXPANSION JOINT MATERIAL ALL AROUND, TYP 1. CONCRETE SUPPORT TO BE 12" THICK. 2. PROVIDE 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES. REQUIRED AREA FOR THRUST BLOCK (SQ. FT.) BASED ON ALLOWABLE SOIL BEARING VALUE OF 2000 psf PIPE I 45° 8.0. DIA. 90° &WYE 22 112° 11 1/4° & PLUG TEE CROSS (IN.) 2 112" 5.0 3.0 1.5 1.5 -4.0 - MUL Tl PLIERS FOR THRUST BLOCK AREAS ACTUAL SOIL BEARING VALUE MULTIPLIER 1000 psf 2.0 1500 psf 1.33 2000 psf 1.0 2500 psf 0.8 3000 psf 0.67 EXAMPLE ACTUAL SOIL BEARING VALUE= 1000 psf FOR 22" 45° EL REQUIRED AREA IS (2.0)(48.0 SQ. FT.)= 96.0 SQ. FT. NOTES: 1. ALL THRUST BLOCKS TO BE PLACED AGAINST UNDISTURBED EARTH. 2. 15# ROOFING FELT TO BE PLACED BETWEEN PLUG AND THRUST BLOCK CONCRETE. 3. SEVEN DAY CURE TIME REQUIRED PRIOR TO FILLING OR PRESSURIZING MAINS. 4. THRUST BLOCKS SHALL BE FORMED BEYOND UNDISTURBED EARTH. 5. USE AN ALLOWABLE SOIL BEARING PRESSURE OF 1,500 PSF, UNLESS NOTIFIED OTHERWISE BY THE CONSTRUCTION MANAGER CROSS TYPICAL SECTION THROUGH THRUST BLOCK .. .. .. ,. . . : ·. :;;;:r-·:'e..-,,-.".. , ~- WYE TEE TYPICAL THRUST BLOCKS A A 3. PROVIDE 2" COVER FOR REINFORCEMENT. ~ DETAIL >--c_-10--c_-1___,1 DETAIL ~ CDP 09-03/SUP 09-01 15# FELT 90° BEND 45° BEND SCALE: 1" = 1'-0" SCALE: NONE ,;~;;.;;;;;:::.-:::::~,_,::::;;;;;;;;;.....::;: ____ ~:..__.....:. _ _::::-£:... ______ ~-:_,...._-_-_-_--:_-_:..~-:::-=--~-----.::-~::::--.-~-~<'-=~-..:-:::::::::::::::::::::~---------------------J,:~-------------------------------,~------------------------------- " "' c' ~ ~ C ~ I p (2) #4 EWIN CENTER-~ CLASS 560-C-3250 CONCRETE 6" THICK GRAVEL--~ .--BLIND FLANGE WI PRESSURE DE 3" CLR. FLANGE DRILLED ANO TAPP FOR BOLTS. DRILL ANO TAP 3 LES IN BLIND FLANGE AT 12 O'CLOCK, O'CLOCK AND 8 O'CLOCK TO FACILITA REMOVAL 6" MIN. TYP. ON FRAME 0 R PLATE. ASR 'D. PRES RE CLEANOUT ETAIL© SCALE: NONE --------------------------------- CITY OF VISTA SANITATION DISTRICT <b~~~())L__ LAWRENCE PIERCE, P.E. DIRECTOR Of ENGINEERING DATE 1/8BEND -- ONE PIECE ST LENGTH PIPE ---',;,---"' WYE---, UNDISTURBED SOIL---~ CLEANOUT(EXTENDABLE) DETAIL G';..) SCALE: NONE S 560-C-3250 NCRETE ENCASEMENT STD PLUG ·-CAST BELL FLUSH 1/8 BEND --,-.~ DRAIN\ RISER EXTENDED TO CLEANOUT FRAME A COVER CLASS 560-C-3250, CONCRETE ENCASE [ WER 180° TH OF PIPE CLEANOUT (LINE END) DETAIL G:~ SCALE: NONE SHEET NAME C-14 MPROVEMENT PLANS FOR: FINAL BROWN AND CALDWELL "AS BUil T" CIVIL DETAILS 2 WARNING 0 1/2 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE. 9665 Chesapeake Drive, Suite 201 San Diego, Ca. 92123 SUBt.llTTED: '"' PRCJECT 1,V.~AGER Qj~~~ .... -BUENA VISTA LIFT STATION FORCE MAIN APP"OVED WILLIAM [. PLUMMER Af'f'RCVED: Af'PRCYE□: "" BROWN AN□ CALJMll. '"" ====-:::.-==::::.--./-;:;;::;:;::;;:;::;;-;:::-::;-------------1~-=--=--=--=-t-=--=--=-~~~-=-~~-=-~~-;=_~~-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-----i---+--t----t---l ~·/~/~r,~,M=.,. ....... .,:~0.._· .L,.,,_';.....,,,µ"""""'*"'n"""'...,"-----~ '27-14 •/(j DEPUTY CITY ENGINEER PE 28115 EXPIRES 3 31 12 DAT£ I ll8·8UILT P.E. -fJ17L REVIEWED BY: 1 1----------------1 ~I Mc... IM!• .,,..,.,__ DATE HORIZONTAL SCALE VERTICAL AS SHOWN NONE INS 'cTOR 3 /~~/1.3 DATE DA TE INITIAL ENGINEER OF WCRK DWN BY:T .• L~-PROJECT NO. I DRAWING NO. DAIE INl~AL DATE IN111AL - REVISION DESCRIPTION OTHER APPROVAL CITY A?PROVAL ~~~g :~,-~~~~--5508 462-5 VISTA CIP NO. 8158 2 C-14 3 1/2" X 1/4" BEARING BAR@ 1 7/8" O.C. 3/8" DIA CROSS --- BAR@ 4"0.C. _ _\ 2 1/2" X 1/4" BANDING BAR ' ~,_~~='=a~~~-0......!6= 4 112" • 1 • I • 3,_5 --1--~1--4 1/2" GRATING PLAN 3'-0 T T T T ~------r....__,_ p : ,___,_ -' \_ 3 112" X 114" STEEL BAR ~ 4" X 3" X 114" FLEXIBLE PIPE COUPLING OR JOINT (TYP) '-ANGLE .i .i .i .L ----t----.J_ 6" I 10" I 10" I 10" I -1/2" X 3" STUD ~~-.. -' .. ~ 3'-6 f-4-------''--=------- FRAME PLAN = <O 0 ' N &, --, 3" f-- • 7- 1/4"-_j MAX. I-. ' r 1/411- MAX. 7IIIE t ' .L -- PLAN T I/ I I f f 1/4" MAX. / I NOTES: 1. 2. 3. FABRICATED STEEL FRAME AND GRATING SHALL BE HOT DIPPED GALV. AFTER FABRICATION. HEAVY DUTY CAST IRON GRATING SUITABLE FOR EQUIVALENT LOADING MAY BE PROVIDED INSTEAD OF STEEL GRATING. ANGLE FRAME AND CLEAR OPENING SHALL BE SIZED TO FIT GRATE SIZE. CONTRACTOR MAY USE PRECAST INLETS INSTEAD OF CAST IN PLACE INLETS. 611 2'-0 I TYP I • • I 3 112" y ~- #4@10EW \ ~~ I\ t .6 ,., 9RRF!RRRRFIFlFIPlf"""""""'""""" __J c H N H g H H g H N H [Y ' a en 0 LJ.J • 0:: <1'. 0 I > • 0 . ' • . . • • co 6 0 0 CATCH BASIN TYPE 1 SECTION@ NO SCALE DETAIL G~~ SCALE: NONE BACK BOLTING REQUIRED FOR ALL HARNESSES MECHANICAL COUPLINGS IN VERTICAL & OTHER (H.M.C.) LOCATIONS AS MAY BE DIRECTED BY ENGINEER \ I ' \ , 3.5 L L L L X 1.5 ------- --- \ ~-- . ~-- . ~--t-- --·-- ~--r -t----t- ~~ I -~ ~-- t-+ ~ ---THREADED RODS: 36" DIA & ABOVE (6) 1-1/2" DIA RODS EA COUPLING I ' \ , 16" DIA TO 34" DIA (4) 3/4" DIA RODS EA COUPLING 14" DIA & BELOW (4) 1/2" DIA RODS EA COUPLING -+if------------'s---++~-C-14 ~ MECHANICAL COUPLING HARNESSED FLEXIBLE COUPLING DETAIL G~~ SCALE: NONE HOLE DIA SAME AS FLANGE DRILLING STEEL TAB THICKNESS SAME AS FLANGE CDP 09-03/SUP 09-01 STEEL TAB DETAIL Gc,) SCALE: NONE ~1--------------------------------------------------------' 0 u z J D 0 SHEET NAME C-15 ~ CITY OF CARLSBAD SHEETS I-----+--+-----------------+--+---+---+-----!~ ENGINEERING DEPARTMENT 48 ,------------------,----------,-------r------------:-:-:-------::---:-::-:=-:::---::---::--:---,----------------;~~~~~;~~~;~~~~~~~~~~~~~~~~~~~~~~~~~~~~~;~~-=--t-;.--_-_7_:-_-_-_-_-:~~~-, IMPROVEMENTPI.ANSFOR: B R O W N AND C A L D W E L L CITY OF VISTA SANITATION DISTRICT FINAL CIVIL DETAILS 3 WARNING 0 1 /2 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE. 9665 Chesapeake Drive, Suite 201 San Diego, Ca. 92123 SUOMIT""ED, PROJECT ijAFi!I.GE" OATE: APPRO"'EO· 3RO\l,I\J ANO CALDWEii DA'l'E: "AS BUil T" {\ -,., .Q,:-'\./t:"~-'1qf/tJ 1-----+---+---------------+----+--f----+-----I BUENA VISTA LIFT STATION FORCE MAIN APPROYED: DIil[: HORIZONTAL APPROV.fD WILLIAM j, ~MER PE. ~]???.. EXP. (;bt:/I.S DA TE 1-----+--+------------------,'-----t---t---t-----j l.--~"'~-"-::,::v.;_.i',L,t:%:~Z~''-'/,0,./-kzP,'dl!·~,~• ,:::__ __ ----cQ'Z--/-1--I,? 1---==-=:;:::=====_:::....::===----r;;;::-~~-;:;-:;------------i----f---+,,.---,.,.--ri7:;,;-a-----------+---+--t-----+-~ DEPUTY CITY ENGINEER PE 28176 EXPIRES 3131112 DATE REVIEWED BY: //\ 48-BUllT DWN BY: TL I PROJECT NO. I DRAWING NO. AS SHOWN SCALE VERT!CAL AS SHOWN -7 .• J .3/_ I CATE INITIAL DAlE INITIAL DATE INITIAL D EM V ,.A~ IMC. ·-. 3 _2 'ii /.3 CHK BY:.~~-1 5508 462-5 ---REVISION DFSCRIPTION RVWD BYEM INSPECTOR DATE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL : VISTA CIP NO. 8158 PAVEMENT OVERLAY PER SPECIFICATIONS AND CITY OF CARLSBAD STANDARDS TRACER TAPE PER SPECIFICATION SECTION 15050 -----,, CIPP CLOSURE SURVEY MONUMENT PER SAN DIEGO REGIONAL STANDARD DRAWING M-10 48" FLG X FLG DI SPOOL 24" FLANGE COUPLING ADAPTER SEE DETAILS E & F/C-14 FOR HARNESS REQ'D (TYP) -----, 24" MJ SPOOL PIECE\ SEE NOTE 5 (TYP) b... \ I 1~1 ~I ~~~~Uii:ii~ I 11 I I II I I 11 I I 11 I --1111 I I 11 I I I I I I 11 I I I I I I 11 I I I I I I 11 I I I I -----ilt-tl I '--1 1-1 --I I I • 5' N I I I I I I I I I I I I -----111 I 11 I I I 11 I I I 11 I I I 11 I I COMPACTION PER EARTHWORK SPECIFICATION SECTION 02223 FLG x MJ SPOOL PEICE (LEIGNTH TO FIT) I 11 I I 11 I I 11 I I 11 I FIELD CUT EXISTING 24" DIP, TYP SEE NOTE 1 I II I+--------I 11 I ---~ PIPE PAVEMENT OVERLAY PER SPECIFICATIONS AND CITY OF CARLSBAD STANDARDS TRACER TAPE PER SPECIFICATION SECTION 15050 -----.. 24" FLANGE COUPLING ADAPTER SEE DETAILS E & F/C-14 FOR HARNESS REQ'D (TYP) -----~ 24" MJ SPOOL PIECE SEE NOTE 5 (TYP) I 11 I I 11 I I 11 I GIPP CLOSURE SURVEY-----_ MONUMENT PER SAN DIEGO REGIONAL STANDARD DRAWING M-10 I I 11 I I I 11 I I I 11 I I I 11 I 48" FLG X FLG DI SPOOL I I I 11 I I I I I 11 I I I I I 11 I I I I I I 11 I I COMPACTION PER EARTHWORK SPECIFICATION SECTION 02223 FLG x MJ SPOOL PEICE (LEIGNTH TO FIT) CDP 09-03/SUP 09-01 FIELD CUT EXISTING I 11 I I 11 I I 11 I I 11 I 24" DIP, TYP SEE NOTE 1 CIPP LINER ----+--.11 I I I I I II I I 11 I I I I I I I I I I I I I I I I 1 11 I I I 11 I I 11 I STIFFENER PER I I I I MANUFACTURER----I I I I REQUIREMENTS I I I I --------l--1->+-I I +-I - I I 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I ------t-H ----+I-HI I c-+----1111 __ I 11 I -~,,,_PIPE -0 N 0 CL I 11 I ~~~ EXISTING 24" DIP FORCEMAIN I I 11 I I I I I I 11 I I I I I I 11 I I I I I 11 I I I 11 I I I 11 I I I 11 I I 11 I I 11 l~~~l!'Z EXISTING 24" DIP FORCEMAIN ~------LOCKING RING PER CIPP LINER MFR. DETAIL, TYP EA. END NOTES: INTERMEDIATE CIPP CLOSURE SPOOL (BETWEEN SECTIONS TO BE CIPP LINED) DETAIL G~) SCALE: NONE '-----------ENDSEALPERNOTE4 TYP EA. END 1. FIELD CUT OF DI PIPE SHALL PROVIDE CLEAN SMOOTH BEVELED SURFACE THAT SHALL NOT SNAG OR CUT LINER BEING INSTALLED. COAT ALL CUT SURFACES PER SPECIFICATIONS SECTION 15062. 2. USE MEG-A-LUG RESTRAINED FLANGE ADAPTOR SERIES 2100 AS MANUFACTURED BY EBM IRON, INC. TO CONNECT PLAIN END DI PIPE TO FLANGE CONNECTION. 3. CONTRACTOR SHALL SUPPORT DI FLANGE SPOOL SECTIONS TO MAINTAIN ACCURATE ALIGNMENT OF PIPELINE DURING CIPP LINING INSTALLATION PROCESS. FLANGE HOLES SHALL BE MEASURED AND ALIGNED PRIOR TO LINER INSTALLATION TO ALLOW INSERTION OF HOPE FLANGED CLOSURE SECTION. 4. END SEALS SHALL BE 14", EXTRA WIDE EPDM LOCKING SEALS WITH TYPE 316 STAINLESS STEEL RETAINING BANDS MANUFACTURED BY MILLER PIPELINE OR HYDRATECH ENGINEERED PRODUCTS OR EQUAL AND IN ACCORDANCE WITH SPECIFICATION SECTION 02315. 5. PROVIDE POLYETHYLENE ENCASEMENT AND WAX TAPE FOR ALL EXPOSED BURIED DI PIPE AND DI CONNECTORS IN ACCORDANCE WITH ANSI/AWWA C105/AZ1 .5 AND DIPRA "POLYETHYLENE ENCASEMENT". ALL BURIED DI PIPE AND FITTINGS SHALL BE FUSION EPOXY LINED IN ACCORDANCE WITH SPECIFICATION SECTION 09961. . NEW 24" FUSIBLE PVC/HOPE FORCEMAIN I 11 I I 11 I I 11 I I 11 I FINAL B R OWN AND CAL D WE L L "AS BUILT" CITY OF VISTA WARNING 9665 Chesapeake Drive, Suite 201 I I 11 I I I 11 I I I 11 I CIPP CLOSURE SPOOL (AT END OF LINED SECTIONS) DETAIL c~u SCALE: NONE 1 I I I 11 I I I I I I 11 I I I I I I 11 I I I I I I 11 I I I 11 I I 11 I I 11 I I 11 CIPP LINER EXISTING 24" DIP __ .:...cFO::.:.R.:.::C:.::E:..:.::MA:...::l:..:...N __ ~------LOCKING RING PER CIPP LINER MFR. DETAIL, TYP EA. END ~-------·-END SEAL PER NOTE 4 TYP EA. END SHEET NAME C-16 fSHml CITY OF CARLSBAD fsHmsl I----+---+--------------+---+--1--------+----; ~ ENGINEERING DEPARTMENT ~ ,--------, IMPROVEMENT PLANS FOR: CIVIL DETAILS 4 5UDMITTED: OATE: PROJ~CT MANAGER "'1'PROVED: CATE: '3fto'IIN AND CALDWEU. ~ SANITATION DISTRICT O 1/2 San Diego, Ca. 92123 9-,~)(2:Lt...,__ f/lfj,J ; APPROVED WILLIAM E. f'l,.U~MER "' PE. f37 1t ExP. G/;~j,L_ DATE t-----+----1 ,..,2?~¼;4'./,,.,M~"'~flQ___L&L+-Y--4d¼_,,&""=,_..,,.,.n~=~--,:;'l-l!-L~ : IF THIS BAR DOES l--_::=:...=:::;::::=====-::_===---r;:;;::-;;;::;;:;~:::;:--------------1~-+--+r.c-~--..--.c=~--------+----+---+~ t-------l DEPUTY CITY ENGINEER PE 28176 EXPIRES J 31 12 DATE BUENA VISTA LIFT STATION FORCE MAIN Af'PROVED: CATE: HORIZONTAL AS SHOWN SCALE ru L NOT MEASURE 1" REVIEWED BY: / 45 8V/LT ~ C::)(L____ f f THEN DRAWING ,s l-----+c--+~._._..,__-=~---------+--,---+,-=--+-=--t-------1 DWN BY: TL PROJECT NO. I DRAWING NO, : [ ___________________ J~~~~~~~-~-~-~~·_,,,;;;;;;;-----i~~1 ~• _,. __ ;b_-~~~~--diiiiNiiiioiiiiTiiiiTiiiioiiiisiiiiciiiiALiiiiE~-----iiii~1--~ -~ -~ -~ -~ -~ ____ -~ -~ -~ -~ -~ -~ _;;. _;;. _;;,. ___ iiii __ -~ ---l~~~z~A,~• r~-~~u~c.1_ . .,,., ___ "--_;;;;;;;;;;;;;;;;;;;;;;;3;;;;/2;;;;z;;;g-~/-1.iiii3;£~~0A~TE~~1N1~nA~L~--~~~~~;;;; .. ;;.;;.;;;;;~1-)~A-TE[{;'~N-ITI~-A~L~:-□~A-T~E~:-1~N_ITI~A~L1~cR~Hv~WDKo;;;ssvy~':EE~MM;;;;;;~~;;15~~~~§~~~~-~~~ VERTICAL AS SHOWN ~ LAWRENCE PIERCE, P.E. □A-it -ENG,,Ern □F WORK REVISION DESCRIPTION OTHER A?PROVAL CITY APPROVAL c DIRECTOR OF ENGINEERING I SPECTOR DATE ro CL VISTACIP NO. 8158 I EDGE OF PAVEMENT I / I EXIST 16" ACP / ! -- < I ' ' I . . ' II Ill 1- ---r-- ' r, --~----------_./'C·-......___;;,< . ENLARGED PLAN A A D ET Al L r--C--02---+-C--0-6---, SCALE: 1 "= 5' CITY OF VISTA SANITATION DISTRICT LAWRENCE PIERCE, PE. DIRECTOR OF ENGINEERING FINAL 0FESS1 I • C Exp. 6-J IV\ l WARNING 0 1 /2 BROWN AND CALDWELL 9665 Chesapeake Drive, Suite 201 San Diego, Ca. 92123 DATE: __ _ APPROVED: BURIED VALVE PER DETAIL C/C-13 FUSIBLE PVC/HDPE 24" SPOOL PIECE--,\ 24"X16" REDUCER FLOWABLE FILL CONCRETE BEARING PAD J DIP CDP 09-03/SUP 09-01 NOTES: 1. REMOVE EXISTING SECTIONS OF ACP PIPE IN ACCORDANCE WITH SPECIFICATION SECTION 02080. 2. SURFACE BOX OF BURIED VALVE TO BE FLUSH WITH FINISHED PAVEMENT. SEE DETAIL CON SHEET C-13 AND CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING W-13. KEYNOTES: 0 0 PIPE TRANSITION. SEE DETAIL F/C-13. BACKFILL TRENCH WITH FLOWABLE FILL PER SPECIFICATION SECTION 02202. SEE DETAIL C/C-13. INSTALL (2) COMBINATION AIR I VALVES PER PER SPECIFICATION \ SECTION 15166 AND CARLSBAD \ MUNICIPAL WATER DISTRICT STANDARD DRAWING W-33 \ -;;. ~ , , ' I I \ I FUSIBLE DIP PVC/HOPE ----.--- 12" FLANGE W/ 4" TAP ~:'-~_~'- ' , ' , ' , 24" PLUG VALVE 24"x12" FLANGED TEE 24"x24" FLANGED TEE SECTION@ SCALE: 1 /2"= 1 '=0" SHEET NAME C-17 fsHwl CITY OF CARLSBAD I SHEETS I 1----t---+----------------t----t---+---+----t ~ ENGINEERING DEPARTMENT 48 ;;;M:;;;P;;::RO;:~;;;EM;;E~N;:T P:;:lA:;:;N:;;;S::;F;:OR;;:::===c:;:1;::v:::1L======-==~ CONNECTION TO DUAL 16" ACP FORCE MAIN BUENA VISTA LIFT STATION FORCE MAIN "AS BUILT" 9)e---0~-------6/st1/1s APPROVED_WllL/AM E~UMMfR """'" '"' ""''""'-""' ---p E. 43??t. EXP. DATE 1----t---+----------------1-----1---+---+----i 1--✓S:l''-'"""'/'-'«,"'-~"' .... ,,.~~l"~-,_/~-;f;~,,,~¥C=~~-=:,.~~~~----r;;2-1 l-11> IF THIS BAR JOES 1 __ __:::"'.:_:'"::::'":::"--=:::;:::======--::."::_:"':._· ===----r:::-:::::-:::::--::::-;---------------ji---1---k..-~~~~~----------I---J----1----1---i DEPUTY CITY ENGINEER PE 28176 [XPIRfS J 31 12 DATE NOT MEASURE 1" ~ REVIEWED BY: ,46 "'UIL T ~;;::::;::;::::;:;;::;:;==~=::::::::::::;:::;:~:::::::=:::;-;:::::::::::'.::::::'.:::=::;::::; THEN DRAWING !S HORIZONTAL AS SHOWN -,., OWN BY: ~N=LH~-1 PROJECT NO. I DRAWING NO. NOT TO SCALE. SCALE -S::.-/...,fc. \Ai ~J ... _,, J /z ~ //_?, DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY:.~EM~--, 5508 462-5 VER~ICAL AS SHOWN INiPECTOR DATE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD 3Y:EM VISTA CIP NO. 8158 V) 0 l~ ~ G) N (.r, ~ 0 O"I --+, N ~I 00 (.r, \ \ 0 0 u z CDP 09-03/SUP 09-01 REPLACE PAVEMENT SECTION PER SPECIFICATION SECTION 02505 AND CARLSBAD STANDARD 15' MIN OR FULL LANE WIDTH DRAWINGS GS-25 AND GS-27--r--~ I /SAWCUTEXIST LEXISTING I/ AC PAVING PAVEMENT ------------------------------r---''--------~------------------------------' UJ z 2 • 95% RELATIVE "' ~ COMPACTION 2" GRIND, SEE NOTE 4 I (.) z UJ Cl'. f- i TRENCH 1 >---PLASTIC TRACER TAPE WIDT~. PER SPECIFICATION SECTION 15050 ' UJ z >o i I I / 1 24" FUSIBLE PVC/HOPE • z ! "' ' ~ ::!!: I I ~-~b I UJ ~ ;{ 6 ~ ~ //~~ A i g o -1--(\-"'('.'.~ INV EL C, a.~-~--\_,_/~~-v.J __ v_A_R_IE-~ f L_ ~~. _ .~. _ ... EXISTING 16" ACP SF~ __/ , TO REMAIN, SEE NOTE 3 --- FORCE MAIN "B" /Pl~r~~SF~~~i%AIN "NC" (( \_, / // (SEE NOTE 2) '-~P FLOWABLE FILL PER SPECIFICATION SECTIONS 02200 AND 02202 6"MIN 12" MAX 5'-0" (TYP) 5'-0" (TYP, MAY VARY) NOTES: TYPICAL TRENCH SECTION TYPE 1 SECTIONG!0 SCALE: 1 /2"=1 '=0" 1. CONTRACTOR SHALL REFERENCE CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING W-2 FOR TRENCH/PIPE BEDDING AND BACKFILL. 2. CONTRACTOR SHALL SHORE OR SUPPORT EXISTING FORCE MAIN "A" IN PLACE DURING FORCE MAIN "B" INSTALLATION AND BACKFILL. 3. CONTRACTOR SHALL PROTECT EXISTING 16" ACP FORCE MAIN IN PLACE. SEE GENERAL NOTES ON SHEET SHEET G-03. 4. UPON COMPLETION OF ALL PIPELINE WORK, CONTRACTOR SHALL PROVIDE 2" DEEP GRIND AND A.C. FINISH COURSE PER CITY OF CARLSBAD STANDARD DRAWING No. GS-26. INTERMEDIATE PAVING OF TRENCHES PRIOR TO FINAL PAVING MAY OMIT 2" GRIND AND 12 FT WIDE OVERLAY. REPLACE PAVEMENT SECTION PER SPECIFICATION SECTION 02505 AND CARLSBAD STANDARD DRAWINGS GS-25 AND GS-27 --+------, 15' MIN OR FULL LANE WIDTH SAWCUT EXIST AC PAVING 2" GRIND r EXISTING SEE NOTE 4 ---------..____ _L __ GRADE -----------~ -~--------~~,,,,--,--'-------------------+---------------------- UJ z 2 I (.) z ~ f- UJ z 2 UJ 0. 0. • "' ~ UJ z >o f--::5 b UJ <( Cl'. 0. ::!!: ~o go 95% RELATIVE I f l PLASTIC TRACER TAPE J COMPACTION i ' I PER SPECIFICATION ! SECTION 15050 I I I ' I ' ! TRENCH ' ' ------------'-'---'=-'-=_:__ _____ -J WIDTH ' ' 1 PLASTIC TRACER TAPE 7 I PER SPECIFICATION SECTION 15050 10" MIN i---1 I 18" MAX -~ ' 1 24" FUSIBLE PVC/HOPE I , z --+---1/'--=-FO.:...R.:.C..:::E..:::..:::M:.::A::::IN.:.'....:'B--=" .:..:..:..::..:...c:~---, ~ ::!!: -~ + 24" FUSIBLE PVC/HOPE ~~ ,, ~/ N : FORCE MAIN "NC" t ,, )j \.._ :-~ ! "'z ' i ~--~----~::!!: ----"--+--------------+---+---10" MIN --I ◄ BEDDING PER - SPECIFICATION SECTIONS 02200 AND02223 5'-0" (TYP) TYPICAL TRENCH SECTION TYPE 2 SECTION@ SCALE: 1 /2"= 1 '=0" SHEET NAME C-18 ' ~ CITY OF CARLSBAD f----+--t-----------------t---t-----t----t---t ~ ENGINEERING DEPARTMENT ~: +-----+--t------------------1------i---;-----t---i ....------------------.------------,--------,------------------,----------------t---t----+---------------t---t----t-----1--1 /MPROVEMENTPI.ANS FOR: BROWN AND CALDWELL CIVIL i CITY OF VISTA SANITATION DISTRICT WARNING 0 1/2 1 9665 Chesapeake Drive, Suite 201 San Diego, Ca. 92123 "AS BUil T" TRENCH SECTIONS :1;, _ _!Jc,7_/__,,L.,.--~//f/lJ BUENA VISTA LIFT STATION FORCE MAIN ' I I SUBMITTED: -~,eo=~o~rn=,-=,oe,~-OATE: --~ APPROVED WILLIAM E. PLUMMER """"""" -·-,-,., .. -... --,=-"~"---""" ---P.E. 11 111.. EXP. 6/i,;/,s DATE f----+--t---------------~--t--t----+----+----t 1,,,,.._../.""&~V_,,1'~~~-~-~C:.~.,.0-~~ .... ,1r~""'~ .... ~·==---01-11-1~ \ IF THIS BAR DOES I--__:"':;_"::'"'::::":....:::;::::=====..:.':::"':,,,' ==:::...--ir.::-;::::;::::::;;--:::::;------------7----J----+--,,.--~c--c~~~------DEPUTY CITY ENGINEER PE 28176 EXP/FIES 3/31/12 DATE -;;;L--~CtL- LAWRENCE PIERCE, P.E. DIRECTOR OF ENGINEERING DATE NOT MEASURE 1" REVIEWED BY: ~--->----+--~--+--< ~:;::;:::;:::;;:;;;;:===;;--;::::::::::::=:=-=~~~==;~~::::'.::~~ THEN 9RAWING IS YORIZONTAL 1/2" • 1' l--0~A~,Ec--+~ 1 N=IT~IALc-¥I .!.,1\~,4,.,__,,_S_-_,,..t3<>{/,"-''/,'-'"/'._!__T _________ -+-------J--+-------,-+------,-----l rDWN BY: FWB PROJECT NO. DRAWING NO. 1 NOT TO SCALE. SCALE f---------------i ---:-;Mc. ~\.\cl.<r"----3,/7.'? / 1.7::, i---~-----i REVISION DESCRIPTION □ATE iNrnAL □ATE iNrnAL CHKD BY:£M.._ 5508 462-5 VERTICAL None ENGINEER 8F WORK OTHE., APPROVAL CITY APPROVAL RVWD BY·EM INSP~-CTOR DATE ------- VISTA CIP NO. 8158 V, 0 -=r (D ~ (D ri' G) N O'I +:> 0 O'I --+, N +:> ' 00 u, 0 0 i • GENERAL G1 SCOPE THE GENERAL NOTES AND TYPICAL DETAILS ARE GENERAL AND APPLY TO THE ENTIRE PROJECT EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY. IN ABSENCE OF DIRECTION TO THE CONTRARY, SIMILAR SITUATIONS SHALL BE DETAILED SIMILARLY. G2 PRECEDENCE PROJECT SPECIFICATIONS SUPERSEDE THESE GENERAL NOTES, SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. SPECIFIC NOTES AND DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. · G3 APPLICABLE SPECIFICATIONS AND CODES CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE CALIFORNIA BUILDING CODE (CBC). THE ABOVE SHALL GOVERN EXCEPT WHERE OTHER APPLICABLE CODES OR THE FOLLOWING NOTES ARE MORE RESTRICTIVE. G4 ALTERNATIVE DESIGNS THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS ARE THE PRIORITY DESIGN. ALTERNATIVE SYSTEMS AND DETAILS WITHOUT INCREASE IN CONSTRUCTION COSTS MAY BE USED IF THE CONTRACTOR SUBMITS PLANS WITH SUBSTANTIATING CALCULATIONS AND TEST DATA, AND IF THE ALTERNATIVE PLANS ARE ACCEPTED BY THE CONSTRUCTION MANAGER. GS DIMENSIONS STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO THE MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION DIMENSIONS AND NOTIFYING CONSTRUCTION MANAGER OF DISCREPANCIES IN A TIMELY FASHION. G6 PROVISIONS FOR EQUIPMENT MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES AND REVEALS NOT SHOWN ON THE STRUCTURAL DRAWINGS BUT REQUIRED BY OTHER CONTRACT DRAWINGS SHALL BE PROVIDED PRIOR TO CASTING CONCRETE. G7 CONSTRUCTION LOADS STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON COMPLETED STRUCTURES. STRUCTURES SHALL BE PROTECTED BY BRACING AND BALANCING WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY OCCUR DURING CONSTRUCTION. CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS AND SEQUENCE OF CONSTRUCTION, AND SHALL MAKE ADEQUATE PROVISION TO MAINTAIN THE INTEGRITY OF ALL STRUCTURES AT ALL STAGES OF CONSTRUCTION. DETERMINATION OF AND PROVISIONS FOR CONSTRUCTION LOADING SHALL BE PROVIDED BY THE CONTRACTOR. GS OPENINGS OPENINGS THROUGH WALLS AND SLABS FOR PIPES, DUCTS, CONDUITS, ETC. ARE NOT ALL SHOWN ON THE STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL PROVIDE THESE OPENINGS IN ACCORDANCE WITH THE OTHER CONTRACT DRAWINGS. REINFORCEMENT AROUND OPENINGS FOR NEW WALLS AND SLABS SHALL BE PER DETAIL B/S-04 FOR CONCRETE STRUCTURES, UNLESS OTHERWISE SHOWN. G9 SAFETY CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO ENSURE THE SAFETY OF WORKERS AND VISITORS TO THE SITE, INCLUDING BUT NOT LIMITED TO SHORING, BRACING AND ACCESS RESTRICTION. COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY CODES AND STANDARDS. . - CITY OF VISTA SANITATION DISTRICT LAWRENCE PIERCE. PE. DIRECTOR OF ENGINEERING ' DESIGN CRITERIA D 1 GOVERNING BUILDING CODE 2007 CALIFORNIA BUILDING CODE (BASED ON ASCE 7-05 OR THE LATEST BUILDING CODE ADOPTED BY THE CITY OF CARLSBAD). THE ABOVE SHALL GOVERN EXCEPT WHERE OTHER APPLICABLE CODES OR CONTRACT PROVISIONS ARE MORE RESTRICTIVE. D 2 SEISMIC Sos = 0.846g SDI = 0.415g Ap = 2.5 Rp = 4.5 IMPORTANCE FACTOR, fp = 1.25 OCCUPANCY CATEGORY: Ill; SEISMIC USE GROUP: II; SITE CLASS: C I = 1.25 D 3 DESIGN LIVE LOADS A. FLOOR AREAS: (1) FLOOR SLAB-250 PSF OR EQUIPMENT PLUS 50 PSF. (2) BUILDING SLAB-ON-GRADE -250 PSF. (3) SIDEWALKS (NON TRAFFIC AREA) -100 PSF (4) OTHER AREAS· 100 PSF. B. CHECKERED PLATES, OR HATCHES, MSHTO HS-20 TRAFFIC LOAD C. WIND -BASIC WIND SPEED= 85 MILES PER HOUR EXPOSURE = C lw = 1.15 CONCRETE C1 APPLICABLE CODE CONCRETE CONSTRUCTION SHALL CONFORM TO THE 2008 EDITION OF THE ACI BUILDING CODE (ACl-318). C2 REINFORCING STEEL DETAILS ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS, UNLESS OTHERWISE NOTED SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACl-315), LATEST EDITION. C3 DESIGN STRESSES A. CONCRETE, re =4,500 PSI COMPRESSIVE STRESS AT 28 DAYS B. REINFORCING STEEL -ALL REINFORCING BARS SHALL CONFORM TO AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) A615, GRADE 60, DEFORMED BARS UNLESS OTHERWISE NOTED. C4 CONCRETE COVER CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS WITH MINIMUM COVER OF ONE BAR DIAMETER. A. FOOTINGS AND FOUNDATION MATS CAST ON GROUND -3". B. CONCRETE TO BE IN CONTACT WITH LIQUID -2 1/2". C. CONCRETE TO BE IN CONTACT WITH GROUND OR WEATHER. ( 1) BARS GREATER THAN #5 -2" (2) BARS #5 OR LESS -1 1/2" D. CONCRETE NOT TO BE EXPOSED TO GROUND, WEATHER, OR LIQUID. (1) BEAMS AND COLUMNS -1 1/2" (2) SLABS, WALLS, AND JOISTS -1" C5 MINIMUM REINFORCEMENT CONCRETE CONSTRUCTION SHALL BE REINFORCED CONCRETE EXCEPT WHERE PLAIN CONCRETE IS INDICATED ON THE DRAWINGS. UNLESS OTHERWISE NOTED, MINIMUM REINFORCING STEEL SHALL BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING SCHEDULES: SLAB THICKNESS SIZE SPACING EW 4" #4 8" 511 & 611 #5 9" 8" THRU 10" #5 12" T & B 1211 &1411 #5 9" T&B 16" #6 12" T & B WALL THICKNESS SIZE SPACING, E.W. POSITION 6"& 8" #5 9" ON~ 10" #5 12" EF 12" #5 9" EF 14" #6 12" EF 16" THRU 20" #6 9" EF MASS CONCRETE SHALL BE REINFORCED WITH #6@ 12" EW MINIMUM IN ALL FACES. FINAL B R O W N AND C A L D W E L L 0 WARNING 1 /2 IF THIS BAR DOES NOT MEASURE 1" ll-lEN DRAWING IS NOT TO SCALE. 9665 Chesapeake Drive, Suite 201 San Diego, Ca. 92123 SLEMIT"ED: DATE: FRO..EGT 1,!ANAGER APPRO\IED DATE: BR0\'#1 ANO CA.DWEU. APPRO\IECI· DATE: HORIZONTAL AS SHOWN SCALE VERTICAL None C6 ADDED TOP STEEL IN SLABS WHERE BEAMS OR WALLS ARE PARALLEL TO MAIN REINFORCING IN SLAB, PROVIDE #4@ 18" IN TOP OF SLAB NORMAL TO BEAM OR WALL. EXTEND BARS 2'-0" BEYOND FACE OF BEAM OR WALL. WHEN SLAB IS ON ONE SIDE ONLY, TERMINATE BARS WITH STANDARD HOOK ON OTHER SIDE OF BEAM OR WALL. C7 EXTRA ACCESSORY BARS IN ADDITION TO NORMAL ACCESSORIES USED TO HOLD REINFORCING STEEL FIRMLY IN POSITION, EXTRA ACCESSORY BARS SHALL BE USED AS FOLLOWS: A. IN SLABS #5 RAISER BARS AT 36" O/C MAXIMUM TO SUPPORT TOP REINFORCING STEEL. B. IN WALLS WITH TWO CURTAINS #3 U OR Z SHAPE SPACERS AT 6'-0" O/C EW. ca BAR LAP SPLICES DOWELS SHALL BE THE SAME SIZE AND SPACING AS BARS WITH WHICH THEY ARE LAPPED. THE LAP SPLICES SHALL BE 48 BAR DIAMETER MINIMUM. VERTICAL REINFORCING BAR SPLICES IN COLUMNS SHALL HAVE AT LEAST 48 BAR DIAMETER LAP. DOWELS SHALL BE THE SAME SIZE AND SPACING AS BARS WITH WHICH THEY ARE LAPPED UNLESS OTHERWISE SHOWN. C9 RESTRICTED BAR ANCHORAGE IN CASES WHERE REINFORCING BARS CANNOT BE EXTENDED AS FAR AS REQUIRED DUE TO THE LIMITED EXTENT OF THE ADJACENT CONCRETE STRUCTURE, THE BARS SHALL EXTEND AS FAR AS POSSIBLE AND END IN STANDARD HOOKS. C10 STANDARD HOOKS BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHALL CONFORM TO THE REQUIREMENTS OF PAR. 7.1, AC1-318. C11 GROUND-SUPPORTED SLABS CONCRETE SLABS SUPPORTED BY GROUND, UNLESS OTHERWISE NOTED, SHALL BE 6" THICK REINFORCED WITH WWF 6 X 6 -W10 X W10 AT MID-DEPTH OF SLAB AND DOWELED ALONG THE EDGE OF SLAB TO ALL ADJACENT WALLS, COLUMNS AND FOUNDATIONS WITH #4@ 15' THAT LAP 1 '-0" WITH WWF AND EXTEND INTO WALLS, COLUMNS AND FOUNDATIONS AT LEAST 9"; IF SLAB IS DESIGNATED AS "ISOLATED SLAB" ON DRAWINGS, OMIT DOWELS AND SUBSTITUTE 3/8" THICK PREMOLDED JOINT FILLER T_O ISOLATE THE SLAB FROM CONTACT WITH THE STRUCTURE ALONG ITS PERIMETER. C12 CHAMFERS EXCEPT AS OTHERWISE REQUIRED, EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE 3/4" CHAMFERS. RE-ENTRANT CORNERS SHALL NOT HAVE FILLETS. STEEL ST1 APPLICABLE CODE STEEL CONSTRUCTION SHALL CONFORM TO SPECIFICATIONS AND STANDARDS PRESENTED IN THE AISC-360 STANDARD. ST2 MATERIAL ALL STRUCTURAL SHAPES, BARS, PLATES AND SHEETS INDICATED ON THE DRAWINGS SHALL BE STEEL, MEETING ASTM STANDARDS AS NOTED HERE: ROLLED SHAPES : A-992 OTHER ITEMS : A-36 ST3 WELDING WELDING SHALL CONFORM TO AWS CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDER SHALL BE CERTIFIED . ST4 COATING STRUCTURAL STEEL SHALL BE COATED IN ACCORDANCE WITH SPECIFICATIONS, EXCEPT WHERE SHOWN GALVANIZED ON DRAWINGS. ST5 ENCASED STEEL PORTIONS OF STEEL ENCASED IN CONCRETE SHALL NOT BE COATED UNLESS SPECIFICALLY DIRECTED OTHERWISE AND SHALL HAVE CLEAN SURFACES FOR BONDING TO CONCRETE. CDP 09-03/SUP 09-01 PIPE SUPPORT AND SEISMIC RESTRAINT SYSTEM 1) STANDARD PIPE SUPPORTS AND COMPONENTS SHALL BE MANUFACTURED BY THE TOLCO SERIES OF NIBCO, UNISTRUT OR EQUAL. PIPE SUPPORT COMPONENTS SHALL CONFORM TO THE REQUIREMENTS OF MANUFACTURERS STANDARDIZATION SOCIETY MSS SP-69 AND FEDERAL SPECIFICATION FEDSPEC WW-H-171E. PIPE SUPPORT MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF MANUFACTURER'S STANDARDIZATION SOCIETY MSS SP-58. PIPE RESTRAINING MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF METAL FRAMING MANUFACTURER'S ASSOCIATION MFMA-1. 2) SEISMIC BRACING SYSTEM SHALL CONFORM TO THE METAL FRAMING MANUFACTURERS ASSOCIATION STANDARD MFMA-1. FRAMING CHANNEL SHALL BE ROLL FORMED, 12-GAGE CARBON STEEL CHANNEL SHALL HAVE A CONTINUOUS SLOT ALONG ONE SIDE WITH IN-TURNED CLAMPING RIDGES. CHANNEL SHALL BE TOLCO A12 SERIES, UNISTRUT P1000 SERIES OR EQUAL. 3) CLEVIS HANGER SHALL BE GALVANIZED CARBON STEEL, CONFORMING TO WW-H-171E AND MSS SP-69. TOLCO FIG. 1C.I. OR EQUIVALENT. 4) PIPE CLAMP SHALL BE GALVANIZED CARBON STEEL, CONFORMING TO WW-H-171 E AND MSS SP-69. TOLCO FIG. 4C1 OR EQUIVALENT. 5) ADJUSTABLE BEAM ATTACHMENT SHALL BE GALVANIZED CARBON STEEL. TOLCO FIG. 913 OR EQUIVALENT. 6) ALL STEEL MEMBERS SHALL CONFORM TO ASTM A36 UNLESS OTHERWISE NOTED. 7) BOLTS SHALL CONFORM TO ASTM A320 OR F593, TYPE 304 AND WHERE ADHESIVE ANCHORS ARE REQUIRED, HIL Tl RE 500 ADHESIVE OR SIMPSON SET XP SHALL BE USED. 8) CARBON STEEL WELDING SHALL CONFORM TO AWS D1 .1-1 WITH AWS AS. 1 OR AS.5 ELECTRODES FOR SHOP AND FIELD WELDS, CLASS E70XX. 9) STAINLESS STEEL WELDING SHALL CONFORM TO AWS D1 .6 WITH AS.4 OR A5.9 ELECTRODES. 10) SUBMIT ALL WELD PROCEDURES, WELDER CERTIFICATIONS AND CERTIFIED MILL TEST REPORTS TO CONSTRUCTION MANAGER FOR REVIEW. MODIFICATION OF EXISTING STRUCTURES M 1 ANCHORAGE TO EXISTING CONCRETE ANCHORAGE SHALL BE INSTALLED USING ADHESIVE PER DETAIL D/S-04. WHEN ADHESIVE HOLES ARE HORIZONTAL, THE HOLES SHALL BE DRILLED SLIGHTLY DOWNWARD (APPROX 15 DEGREE). SPECIAL INSPECTION IS REQUIRED FOR ALL ANCHORAGE TO EXISTING CONCRETE SPECIAL INSPECTION SP 1 SPECIAL INSPECTION IN ACCORDANCE WITH CBC, CHAPTER 17 IS REQUIRED ON THE FOLLOWING TYPES OF WORK: ITEM PER CHAPTER 17 1. CONCRETE 2. BOLTS INSTALLED IN CONCRETE 3. REINFORCING STEEL - - - - DESCRIPTION STRUCTURAL CONCRETE PLACEMENT ADHESIVE ANCHORS CAST-IN-PLACE ANCHOR BOLTS REINFORCING STEEL PLACEMENT IN FOUNDATION, SLABS AND WALLS . TYPE I I CONTINUOUS CONTINUOUS PERIODIC PERIODIC SHEET NAME S-01 fSHEfil CITY OF CARLSBAD ~ t-----+--+---------------1-----t----1----t----l ~ ENGINEERING DEPARTMENT ~ --------------+---+----+-------,-----1 ;::,:M:;PR;;O;;VE;;:M~ENc':;T:;PI.A::;:N;;;;S:::;F;;OR;:: =::;S:;TR:;:u==c;:T;:U:::::RA;:::;:;::L====..':::::::====: "AS BUil T" ~-U~✓~-- Pf /3??l., EXP. 6/:kfi.J • REVIEWED BY: </ M,C1M J ....... .,_ DATE l---+--+---------------1---+----1~--+-----1 GENERAL NOTES BUENA VISTA LIFT STATION FORCE MAIN APPROVED WILLIAM f,;...EL!!,MMER l------+--+---------------1----+----l---+----l _,f..,2///4,i, <'.: I'';.;;;;,.,_,,.._ '27-14 ·/(/ DEPUTY CITY ENGINEER PE 28175 EXPIRES J/31/12 DATE llr\ AS·fJV/t.T DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INlllAL DATE INITIAL DTH~R ~PPROVAL CITY APPROVAL OWN BY: TLU I PROJECT NO. I DRAWING NO. CHKD BY:EM 5508 462 5 RVWD 8Y·:~E~M--~------• VISTA CIP NO. 8158 V1 0 ~~ ~ G) N '-.J .i:::, s. RJ +=>' 00 V, ' f SEE SHEETS C-10 AND C-11 FOR CONTINUATION SEE NOTE 6 PIPE SUPPORT & BRACING LAYOUT PARTIAL PLAN SCALE: 1/8"=1'-0" \ ! ! ' C .. ../ ~--A SIMILAR SEE SHEETS C-10 AND C-11 FOR CONTINUATION 2 -C 4x5.4 --ttt---( CLEVIS HANGER SUPPORT TYPE A DETAILG;) SCALE: 3/4"=1'-0" I 3'-3" 3'-3" ' 4 t ---- t': - ,--"-- ------------+--------- I ,1 I <1 I 3/4"0 ADHESIVE I ANCHORS W/ 9" E+ BED TOLCOADJ ANGLE FIG 913 ! %' /1/ I PIPE CLAMP ---- 24"0 DI PIPE SUPPORT TYPE B DETAIL,~0) SCALE: 3/4"=1'-0" I ---l ! I I I C t I I CDP 09-03/SUP 09-01 NOTES: ~ 'v 1, SEE PIPE SUPPORT AND SEISMIC RESTRAINT SYSTEM NOTES ON SHEET S-01 FOR SYSTEM REQUIREMENTS, 2. THICKNESS OF PLATE SHALL MATCH THE HANGER ROD DIAMETER+ 1/8". ALLOW MINIMUM 1/16" CLEARANCE BETWEEN HANGER ROD & CHANNEL ON EITHER SIDE 3. ALL METALS SHALL BE HOT-DIP GALVANIZED. 4, ALL BOLTS AND ADHESIVE ANCHORS SHALL BE STAINLESS STEEL, TYPE 304. 5. PROVIDE 150 LB FLANGE, HYSPAN BARCO, TYPE N, STYLE I, BALL JOINT IN VERTICAL AT EACH END OF WATER LINE 6, AFFIX 2 1/2" GALVANIZED STEEL WATERLINE TO UNDER SIDE OF BRIDGE WITH GRINNEL FIG, 126 GALVANIZED IRON CLAMPS AT 6'-0" OC. ATTACH CLAMPS TO BRIDGE USING 5/8" DIA ADHESIVE ANCHORS WITH 6" EMBEDMENT i 2-C 4x5.4 'J ! ,,, <, ··--·····---1 ' 2" TYP --f ·,/" ,1 d 3" 3" i ------, c....u '-'-.LJ / ---\_ 112"0 ss 4 ADHESIVE BOLT I 5/16 "'--:;' 5/16 V ! •1 1 ✓-! C 6x8.2 i ~---- SECTION G~00 SCALE: 3"=1'-0" TOLCO A-12 CHANNEL SHEET NAME S-02 fsHrril CITY OF CARLSBAD ~ l------l--+------------------1---+-----ll-----+---I ~ ENGINEERING DEPARTMENT ~ 1------t----t------------------t---+------<r----+----t ~-------------------,------------,-------~-----------------~-----------------il-----+--+----------------+----t----t----t----i MPROVEME.~TPLANSFOR: STRUCTURAL CITY OF VISTA SANITATION DISTRICT '-<k--..,._ [rL LAWRENCE PIERCE, P.E, DIRECTOR Of ENGINEERING DATE WARNING ? 1 /2 1 BROWN Ac'IID CALDWELL 9665 Chesapeake Drive, Suite 201 San Diego, Ca, 92123 SUBlollTTE::l· DATE: PROJECT l,IA~AGCR IIPPRCVED: OAT£: "AS BUil T" PLAN, SECTIONS AND DETAILS Al. C /> 1 "• 1 , I BUENA VISTA LIFT STATION FORCE MAIN .?7~-j ~ ~~~'-''~''~'']~_ ~·--+---.~+---------------J------+-~+---+----< ~=========~-=;:;==============: 3RO\\N ~b ~Al...JWEJ.l Af',~ROVC"..O: DATE; DA -E APPROYED iyiLLIAM Y_ ~VJM ER P,E, "f3??l EXP, ~/Jfljlf ?!.,, -,: ,/ -./ ::::'.'_::::;======::.....'.:'.:._====----r;::::--;:;::;;:;:-;::--;:::;-------------i-1-----~----i~------i-,_-----.c~--~~----~~------~---_-_-_-_-_-_-_~---_-_-_-_-_-_1--_-_-_-_-+":·_ ::_-_---<r--~-+-~-, ,.,.~,,~ r-~ _/. ,,.,.,,= DEPUTY CITY ENGINEER PE 28176 REViEWED BY: //\ 1/S-/3UILT 07-14-tl) EXPIRES J/31/12 DA TE HORIZONTAL AS SHOWN SCALE VERTICAL None ( AlL\lA_r.lA-~ _ ,5 /J. '?'/ f.3 INSj ECTOR OATE DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE iNITIAL OTHER APP,OYAL CITY APPROVAL DWN BY: TLU I PROJECT NO. I DRAWING NO, CHKD BY:EM 5508 462 5 RVWD BY:EK1·--~-----~ VISTA CIP NO. 8158 ~ 0 fil ~ N 00 .i::,. 0 0) __..,N .j::,. I 00 V, T D ~ ~ w I-0 z ~ <O ' -O') ♦ Cl) ' -~ 1'-0" TYP 20'-0" i------5_'-_6'_' --~-1--2'_-0_"-•-+,~---5'_-0_"_~ _1_2_'_-0_"-+-____ 5_'-_6" ___ --i / ~ SEE DETAIL NS-3 --tJ ..... - SURGE TANK SUPPORT PLAN SCALE: 3/8"•1 '-0" 3/4" CHAMFER, TYP \ 7'-0" (NOTE 1) t 1 '-0 11 1 '-0" ~.~. ,-+--. 4-~·------t-• I - • J • • • . - • • • • -• • (' #5 AT 12" EFTYP I ,#6AT 12" . I/ EF TYP --• ' • • • ' • • • • • . -. . . . . • ,;, • • • I I I I \ \_ #5AT 12"T&B "I~ , 1 ' S-03 '-r ALL AROUND 12" COMPACTED AGGREGATE BASE \_ #6 AT 12" T&B • 0.. . ;,. ~ • • • (!) • ' "' ' • ·• • #5AT12"EF • V •1r #6 AT 12" EF • SECTION@ SCALE: 3/8"=1'-0" NOTES: 1. VERIFY SURGE TANK DIMENSIONS WITH TANK MANUFACTURER. 2. SURGE TANK DRAIN PIPE NOTCH OUT DIMENSIONS SHALL BE COORDINATED WITH PIPING LAYOUT. NOTCH OUT DIMENSIONS SHALL ALLOW PIPING DISMANTLING. 3. CONCRETE SHALL HAVE A 28 DAY COMPREHENSIVE STRENGTH OF EQUAL OR GREATER THAN 4,000 PSI. SURGE TANK DRAIN PIPE NOTCH OUT DETAILG:0 SCALE: 1/2"=1'-0" 1'-0" 12'-0" 1'-011 6'x9' DOUBLE LEAF ALUMINUM ~ / E \ 1'-0" TYP TRAFFIC RA TED HATCH "-. --f----,~------ I"" 0 ' CV) • 0 ' O') L 0 ' CV) ~ ~ ...___ ~ 2'-0" TYP S-04 VALVE VAULT PLAN SCALE: 3/8"=1'-0" ALLAROUND NOTES: 1. HATCHES SHALL BE RATED FOR H-20 LOADING. TYPE 316 STAINLESS STEEL HARDWARE. .'\LUMINUM CHECKER PLATE AND STRUCTURAL COMPONENTS. 2. CONTRACTOR TO SUPPLY APPROVED SHOP DRAWINGS OF HATCH SUPPORT PER SPECIFICATION SECTION 05503 PRIOR TO SUBMITTAL OF REBAR SHOP DRAWINGS . 3 . SEE SHEET M-03 FOR VAULT ELEVATIONS. REPAIR EXISTING 6'x9' DOUBLE LEAF ALUMINUM TRAFFIC RATED HATCH 6'x9' DOUBLE LEAF ALUMINUM TRAFFIC RATED HATCH PAVED SURFACE AS REQUIRED Ujlll.!11~ fl_g: ' u -, ' '4 , =I ITJJ_ • . ~I ITJJ_ • • -:1 I • • • . • . • • ~#5@ 12", TYP CONSTRUCTION .-----V I OINT WITH ~ , , V ~or WATER STOP (TYP) I I I CENTER SUPPORT L ~ -1I/;lllm~itLJc 111_ •1-111-• • • =1, 1= _ . lllij 11 i:-1 • • #5@ 12" EWEF, ,,...-: irTYP . . • • . . v#6@ 12", TYP . ' 3' 2-0" r#5 @ 12" #5@ 12" N •, SQ 1 / TYP EW rEWT&B •: ELEVATION SEE NOTE 3 ~~t--11::--:r,-11--"-"-,r.~;z:::::;.;=/=;:: .. ==.=: =="'~: ==::;: •• ==.::=::;.::;·;:::::;·===ft • .--'.--.:J;==.7.. 2!~ 2t--1~t =\~·: :;;~.:~'-..~/2~=======m~_~~~~~F-1;;-!l~-1·-~o .. g.1·-~o- 1 • • )~?'Al, "'T TYD TYP,TYP 5'-0" ~ ~~--= ~ 11~:111ij1lu, I , ,ffi, 1 ,ill, AROUND SUMP 12" COMPACTED AGGREGATE BASE SECTION@ SCALE: 3/8"=1'-0" CDP 09-03/SUP 09-01 SHEET NAME S-03 fsHEETJ CITY OF CARLSBAD fsRITT5l f-----1--+-----------------lf----+ --+--+----I ~ ENGINEERING DEPARTMENT ~ ~---ll---+-----------------11----t---t----+---; .--------------------,----------r--------,-=--::---::--:::::-::-:------=--:---::--::--:::~:-::--:--,r------------------t----t---t----------------t---t----t---t--l IMPROVEMENT Pl.ANS FOR: STRUCTURAL BROWN AND CALDWELL CITY OF VISTA SANITATION DISTRICT "AS BUil T" ~~---()fL.. LAWRENCE PIERCE, P.E. DIRECTOR Of ENGINEERING DATE WARNING 0 1/2 1 t;;;;,,,,,..,.__;;;;;;j' 9665 Chesapeake Drive, Suite 201 San Diego, Ca. 92123 SUBl,llfl!:D: DATE: PfWJECT MANAGER APPROYED: DATE: !JROV!N "1{0 C,1.LCWEU_ PLAN, SECTIONS AND DETAILS ftJ~__:.,.:::;> ~--· 6/11/t.J BUENA VISTA LIFT STATION FORCE MAIN P.E. 1377?,. M'P'lO\IED: DATE; HORIZONTAL AS SHOWN SCALE EXP. 6/1',/i.J DATE ~k~~/~[~R,c,,/C? Q7-/.-f ·/0 DEPUTY CITY ENGINEER PE 28175 EXPIRES J/J1i12 DA 7E =~::::;::=====::.....'.=-===---~R;::E::;-V:;::IE:::'.Wf.:::D~B:-;-Y: ___________ i----if----J-/'...,,/\c-//.cS.-·-;t!J,a,c'/.l,"1/,"'{ /cr----------+---+--f-~t---1 ~::::::::~~::::'::==:=::;".'==:::::::::::::::::::::==::::::::~==::'.::::::=:;::::::::~ t OWN BY: TL I PROJECT NO. I DRAWING NO. llA / <> J DATE INITIAL OA""E INITIAL DATE ,~lnAL CH BY EM VERTICAL None ~,.A.AC..yyt,( .-3LZ r:, tl3 REVISION DESCRIPTION KD :-~-5508 462-5 INSJECTOR DATE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWO BY:EM . VISTA CIP NO. 8158 ' .. • C 0 - a ' " ' C ~ w u ~ 0 ro " ro C w ~ ' ., 0 > - • • ~ ro • u "-0 ~ 0. _,, " 0. .c .. ~ ro 0. - - ' . -.. . -·• CDP 09-03/SUP 09-01 , NOTE: I w NOTES: BAR LAP SPLICE, SEE 2'-0" ALL 90' BENDS SHALL BE STANDARD HOOKS --GENERAL STRUCTURAL NOTE~ _\ MIN '6 #5 EACH FACE 1. TRANSVERSE REINFORCEMENT NOT PER ACI 315 UNLESS OTHERWISE SPECIFIED .. ' i'---• • A SPECIFIED, BUT SHALL BE TREATED IN -AL TERNA TE BENDS / • • ._ - SAME MANNER AS BARS SHOWN. 7 / ::. ~ EXTRA BARS EQUIVALENT TO ' . ·.>'' ' ,-. ' /2:~ ·• ' ' . ' ,, .. ,-1 •• ' . •• .. 1 ·, " -~ > ' BARS CUT AT RECTANGULAR • > " • -~.~· .. / . -· > ' ' -.> '' . •' . .,. . ', • ' . • ·A• . .. " ' . ' . .. • •, ... Iii:. • • ' \ • ., - OR CIRCULAR OPENING --' ~-.- 2. W = DIMENSION OF OPENING .. ·. ' -21-0" • "-A w ~( ' . . . . " • ... •• ' ' :~"KK,-i • • . , ... • !,. I• ,· - PERPENDICULAR TO BARS CUT. ·• CORNER BAR SIZES AND ' ' ' . ' .. • I 1 ~ ' I . . ·, ' . SPACING SAME AS HORIZ . > #5 X 4'-0" EACH /~ . .!; 12" FOR CIRCULAR OPENINGS : . .. / .. • .. • . ' .. REINF, TYP ~ / . FACE EACH TYP W=DIAMETER • " -~ -~--,> .. ..,. 4t;~ ·., . . I:: CORNER SEE MECH AND ARCH DRAWINGS FOR ,, •, * J .. ,"\ ', ---"""--~--, -~,7 3, ' 1 • L. #5 EACH FACE, SLAB AND WALL OPENINGS NOT . , CORNER INTERSECTIONS CORNER (OPTIONAL) CORNER INTERSECTION CORNER (OPTIONAL) . :.. . EACH SIDE, MIN /"-SPECIFIED ON STRUCTURAL DRAWINGS. . • • • • • ' ' . 4. SUPPLEMENTARY REINF MAY BE REINFORCEMENT AT SLAB AND WALL OPENINGS FOR CIRCULATION OPENING OMITTED ONLY WHERE OPENING IS FRAMED BY BEAMS OR WALLS. REINFORCING STEEL AT WALL INTERSECTIONS REINFORCEMENT AT SLAB AND WALL OPENINGS 5. SUPPLEMENTARY REINFORCING NOT DETAIL@ REQUIRED Wf:IEN SPECIFIED DETAILG;) REINFORCING IS NOT CUT. NO SCALE NO SCALE -. NOTES: . I 1. W10x45 AND STEEL PLATES SHALL ~ BE HOT DIPPED GALVANIZED ·/ 6" PVC WATER STOP 3" _ WHERE REQUIRED AS WALL TREAT THIS AREA W/ LIQUID AFTER FABRICATION. SHOWN ON DRAWINGS RETARDANT SEE SPECS 6" PVC WATER 1 / 4" 2. PROVIDE A 1/8" THICK NEOPRENE PAD TOPPIN\ . • STOP . . 1~3/8" PLATE, TYP : : I/ \ • • • ~-q~- ,. ' <) " ,! ' OVER ENTIRE TOP FLANGE OF W10 ' '. ... . 4 ' q ~ BEAM. THE NEOPRENE SHALL BE T/3 • - -Cl) : . 4 <I • 4 ll. <· ..J ..J <l ' <1 SLAB 10UGHENE . . .. ' :" 1 I/ EPOXIED TO THE BEAM AND SHALL BE <l ' .. ' ~ /: z ,.HEAVY HEX --OR F:(}7 • <I I SURFACE <I TYP "-w 10X45 BEAM ' T <I· . 4 ~ ·o "-DUROMETER 60, SHORE A . T/3 ,-' ' 4. .. , \ ~ .. . ' .-4 BOLT HEAD 3/16 V ,4 .. • ~ 0 i= d <l u. ':. .. ' ~ . "<I' ~ UJ () •• . . 4 • 4<1 Cl: UJ . I T/3 .. • I' . :.,,· .. . . isa ' ' . <I .. 0:. . . .., . ADHESIVE CAST IN . .. 4· ~.' · .. .. <I ' \ ... <I . ' UJ Cl: 4 ' "· . ' .., . Cl: ll. ., 4 . . • • • • ANCHOR ANCHOR TYPICAL CONSTRUCTION JOINT IN SLAB 1 •~" ,, L 5" _, (OPTION 1) TYPICAL JOINT TYPICAL JOINT W/ PVC WATERSTOP MINIMUM EMBEDMENT LENGTH, L " 3/4"0 WELDED HORIZONTAL IN WALLS DIAMETER ADHESIVE ANCHOR CAST IN ANCHOR .. (SYM) STUDSx6" 3/8" 41/2" 41/2" EMBED; TOT 2, 1/2" 6" 6" SECTION' 1 0) TYP 5/8" 7 1/2" 7 1/2" 1/2" -/ GROOVE, PROVIDE WITH SEALANT AND BACKER TAPE 3/4" 9• 9" 1 , THIS FACE EXPOSED TO EARTH OR LIQUID 7/8" 10 1/2" 10 1/2" NO SCALE ' i/r,WALL ~ y r@ ~ I , TOPPING 1" 12" 12" ~ . ' 4 PREFORMED . • • ff RETARDED SURFACE 1 1/8" 13 1/2" ."'· d --.. •• ..J HYDROPHILIC 14 . 4 . · · ·· . ,, . .> . <1 ~ ~ 1 1/4" 15" ' ~ -~ <I I-.·. 4 4 WATERSTOP---..._ . .4 • · ~ •• . " I-,., '(lq SLAB OR FTG ~ .. .,_. 1 1 1/2" -18" TRAFFIC 4" 2" -,____ .. ;. -~~ RATED HATCH\ 3-#5 SPACED AT . ""\ . " : · I~ 4 ' 4 .. 6"0CCONT 6 ·. ~ 4 ANCHOR NOTES: ,,. -.~-· .> .. i . • ... ' . .d • ALL AROUND THE '. ., ~'7 . Z! 6"PVC . 11 . 4 . 4 • ., 1 4 <I • 1. MINIMUM EMBEDMENT LENGTH PER SCHEDULE UNLESS VAULT WALL .. -~ . ~ 1 /2" f . . 4 .. INDICATED OTHERWISE ON DRAWINGS . TREAT THIS AREA . I ,5 ·_ 4 W/ RETARDANT DRY SIDE TYPICAL JOINT W/ HYDROPHILIC 2. DO NOT TIGHTEN CAST IN ANCHOR UNTIL CONCRETE HAS •"· / 1/2"-GROOVE ACHIEVED SPECIFIED 28 DAY STRENGTH. 1/4" ,fYP) • 3/16 TYP WATERSTOP > 3/16 V / TYPICAL KEY TYPICAL KEY W/ PVC WATERSTOP (PROVIDE ONLY WHERE SHOWN ON DWGS) ~ v CONFORM TO ICC REPORT REQUIREMENTS AND VERTICAL WALLS TYPICAL CONSTRUCTION JOINTS 3. MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. • 1/CONCWALL W 1 OX45 BEAM__/ _/ ' •' 4 . THE USE OF WEDGE ANCHORS IS PROHIBITED. .., • 5. ALL ANCHORS SHALL BE STAINLESS STEEL TYPE 304 UNLESS 3/8" PLATE 012512 TYPICAL CONSTRUCTION JOINTS OTHERWISE NOTED. ........'.:I ':/ d ' . DETAIL@ . ' 4 d 6. ADHESIVE ANCHOR VALUES BASED ON HIL Tl RE500 AND SIMPSON • . ' ,4 . SET XP ADHESIVES IN 4000 PSI CONCRETE. -6" NO SCALE 7. SPECIAL INSPECTION IN ACCORDANCE WITH CBC, CHAPTER 17 IS REQUIRED ON ALL ANCHOR BOLT INSTALLATION, SEE SHEET S-01 ~ FOR REQUIREMENTS. ' ANCHORS BEAM POCKET ' DETAILGf0 DETAILG;0 NO SCALE NO SCALE SHEET NAME S-04 ~ CITY OF CARLSBAD m -0 ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: STRUCTURAL FINAL BROWN AND CALDWELL CITY OF VISTA "AS BUil T" WARNING 9665 Chesapeake Drive, Suite 201 DETAILS SANITATION DISTRICT ~'ll)fESS!7,v4( 1/2 San Diego, Ca. 92123 ~'" JC/&-.-BUENA VISTA LIFT STATION FORCE MAIN w~1<ll□ ~3& 0 1 ,/1-1/11 . " <> 'l'o ~ Sl/3MlTIEDl DA1E: APPROVED WILLIAM E. PLUMMER §{~i~?~ PROJECT MANAGER EXP. t.W/IJ ::lATE: P.E. 4J'?7Z. DATE ~ ..... -?-~~;,.net.- APPRO~.Jl: 09-/.4-/0 SRQl'IN AND CAL.DWEU. ' ~ Al) IF THIS BAR DOES 0, $490 DA1E: EXPIRES J/Jf /12 DA Tf APPROVED: DEPUTY CITY ENGINEER PE 28176 ~--~~ NOT MEASURE 1" ~oz._ r/4✓/4 REVIEWED BY: 1 //\. 45-/3{.f/£ T THEN DRAWING IS DWN BY: TL PROJECT NO. DRAWING NO. HORIZONTAL AS SHOWN <) A .l~1AA ,I --3/~ff/{3 DATE INITIAL RU C 1 ll ~-..~;:; NOT TO SCALE. SCALE DATE INITIAL DATE INITIAL CHKD BY:EM • REVISION DESCRIPTION 5508 462-5 LAWRENCE PIERCE, P.E. DATE OF C~\. VERTICAL NONE . ENGINEER Of WORK OTHER APPROVAL CITY APPROVAL RVWD BY:EM INSP CTOR DATE -DIRECTOR Of ENGINEERING VISTA CIP NO. 8158 I I I I I I I NEW FLANGE/ COUPLING ADAPTEff' (TY ) EXIST24' T FORCEM 1 I I SUBMITTEO: APPR0W1 N'PRO..ttl: SCALE '-------CONNECT TO EXIST PVC PIPE WITH COUPLING PROJECT MANAOCR sRovii 1,,@ C,1.wwru. HORIZONTAL VERTICAL CONNECT TO EXIST PIPE DAlE: DA1E: DATE: AS SHOWN Nona G-- -_) (E) 30" SEWER (ABANDONED) (E) MH \ \ \ \ \ \ I I I I \ \ \ I I CDP 09-03/SUP 09-01 \ .........___ \ \ I I I I I I I BUENA VISTA LIFT STATION FORCE MAIN 012s12 0 T_ D C '" ,: ru L L a u 24" HDPE+--- FORCE MAIN "A" I I I 16" BLIND FLANGE--. TRENCH DRAIN PER SPECIFICATION SECTION 3400 'i, EL 1.63 16" PLUG VALVE--. TYPE 10 PIPE SUPPORT SEE DETAIL NM-04 "------METER VAULT "A" ~-24" HOPE FORCE MAIN "A" --16" SURGE RELIEF ~ EL I.J.().9 EXISTING GRADE 9.73 ± ------------........... I F=-·-··=r.. - HtJT.4TE 2-1:21';16~ TEE TO Sl/U.4Ct: ' BUENA VISTA LIFT STATION ADAPTER MAIN I --24" FLANGE EXISTING COUPLING r 20" FORCE 1+--1:~~---=--=----+=:::-_----1'-M-=J-·---~ c, 11--_ __.,,' ~--~ 24" FORCE MAIN"B"-~ NEW EXISTING SECTION~;) SCALE: 1/4"=1 '=0" SAFETY VALVE-, SITE GAGE AND 4" SS--v LEVEL PROBE WELL (SHOWN THIS SIDE FOR CLARITY) LRM-02 I 4" DRAIN CONNECT-, TO NEW TRENCH DRAIN (BOTH TANKS) "4==~~ '----TRENCH DRAIN PER SPECIFICATION SECTION 3400 Q • 'i, EL 13.08 '-----+------1-16" SURGE RELIEF SURGE TANK ST-02 '----SEE SHEET S-03 FOR TANK SUPPORT 3/4" AIR EXISTING, AND 3/4" SPARE CONDUIT ON EXISTING SUPPORT ----+--+-24" FORCE MAIN BUENA VISTA LIFT STATION CDP 09-03/SUP 09-01 17'-5" 6 1/2" x 1 5/8" CHANNEL (GRINNELL PS 100 2T3, TYPE 304 SST OR EQ.) EXISTING LEVEL PROBE WELL, SIGHT GAGE, RADARLEVELSENSOR -~ ST 01 EXISTING SURGE TANK ____ , RADAR (MICROWAVE LEVEL SENSOR) SITE GAGE AND 4" SS LEVEL PROBE WELL LRM-02 2" BALL-- VALVES (TYP) SEE NOTES 1-3 ST 02 NEW SURGE TANK (SPECIFICATION SECTION 11875) o /-TANK SUPPORT, SEE SHEET S-03 ~ EL 13.08 AC PAVING PER SPECIFICATIONS ,--~- TYPE 10 PIPE SUPPORT] SEE DETAIL NM-04 ( li'Oli77E 24"s24"x/G•rct: ---../ ......, ~-16" SURGE RELIEF . I T<J 5'tlli'FACE ~ ~"--~~15;-____,..___-,,.__,,,SECTION v§7 SCALE: 1/4"=1 '=0" ~---4" DRAIN ~ EL 1.63 -- '----24"FORCE MAIN "B" NOTES: 1. CONNECT CHANNEL TO LIFTING LUGS ON EXISTING AND NEW SURGE TANKS. 2. PROVIDE TEE FROM EXISTING 3/4" AIR TO SUPPLY AIR TO NEW SURGE TANK. 3. USE EXISTING SPARE CONDUIT TO EXTEND 4-20 MA SIGNAL WIRE FROM LEVEL SENSOR TO NEW SOLENOID IN LIFT STATION, SEE PHOTO DETAIL A 4. SEE SPECIFICATION SECTION 11875 FOR SURGE TANK, APPURTENANCES AND UNIT RESPONSIBILITIES. 5. CONTRACTOR TO VERIFY EXISTING CENTER LINE ELEVATION OF FORCE MAIN DISCHARGE. I 'i,EL 1.63 PHOTO DETAIL A I I I I I L _____________ _J '---LINE OF VAULT "A" BEYOND SECTION@ SCALE: 1/4"=1'=0" 'i, EL 1.63 I ..._____ SCALE:NONE SHEET NAME M-02 fsHml CITY OF CARLSBAD ~ h------+--l----------------+----t------t---t----1 ~ ENGINEERING DEPARTMENT ~ 1------+--1----------------+----t------t---t----i ,--------------------,----------,-------,--=--=--:--::::-::-::-------:::-:-:-:::---:::-:;:::-:::-:;--r----------------t-l--====i====t============================⇒====~====t====t====1 'MPROVEMENTPf.ANS FOR: MECHANICAL FINAL B R OWN AND CAL D W E L L "AS BUil T" , SECTIONS WARNING 9665 Chesapeake Drive, Suite 201 CITY OF VISTA SANITATION DISTRICT LAWRENCE PIERCE, P.E. DIRECTOR OF ENCINEERING O I /2 San Diego, Ca. 92123 fy., (\ ,,-,1~ ~ ...o,,,.---~/'.)ur..v~-~/,, /t J :::;::· ==--.:~:--~:::::."~:==== ::: ===== p F 43?1l. EXP. 6/j!/1/IS DA TE 1------+--1------------------+----t-----+---t---1 r"A-"'~""~'-"Rt,,,~:..:o/ ... D,"":._LLL~Ll,IJ_~~~~~,c._u.c,~,.;!£,~,-,e::..<..-~---0?-li-LIJ IF THIS BAR DOES ,.,.eao,m °'" DEPUTY CITY ENGINEER PE 28176 EXPIRES J JI 12 DATE NOT MEASURE 1" 1--__.:::_::'.....:::::;::::=====--=:::..::===------J--::::RE;:::V:;IE:::WE:::;:-D-::B:-::Y:--: ------------,f..---j---f,,/.--,?.A'.'.5-;;-,B-=t.1.,;'ll,:r~---------+----+--t---t------j ~~~~===;~:::::::~~~:===;l~==c===::::~~ THEN DRAWING IS HORIZONTAL AS SHOWN / JATE INITIAL DATE INITIAL DATE INITIAL OWN BY: TL PROJECT NO. DRAWING NO. NOT TO SCALE. SCALE </ A-(C_.1,\Ar.J,~ ~ /21?' / /.-Z, CHKD BY:EM 5508 462-5 VERTICAL None --ENGINEER OF WORK REVISION DESCRIPnON OTHrn APPROVAL CITY I\PP,OVAL RVWD BY:EM IN,SPECTOR DATE -----+---+---t-------i--------t BUENA VISTA LIFT STATION FORCE MAIN VISTA CIP NO. 8158 f,/l 0 l~ ~ G) w N~ Q.. RJ ~· 00 u, 6.'x9' DOUBLE LEAF ALUMINl.lM TRAFFIC RATED HATCH • 5' a, 24" PLUG VALVE 12'-0" PIPE SUPPORT TYPE E PENETRATION SEE DETAIL E/M-04 24" DIP FORCE MAIN "B" (TYP. FORCE MAIN "A") 1 ----, M-04 1 1/2 HP SUMP PUMP YAULT "B" ONLY, SEE SHEET M-01 FOR LOCATION (SEE NOTE 3) 2" PVC DISCHARGE VAULT "B" ONLY. SEE SHEET C-01 FOR CONT. 6'x9' DOUBLE LEAF ALUMINUM TRAFFIC RATED HATCH TYPE E PENETRATION SEE DETAIL E/M-04 FINISH EL. VARIES, SEE TABLE 2'-0" SQ SUMP (METER VAULT "B" ONLY) I I I I 6'x9' DOUBLE LEAF ALUMINUM TRAFFIC RATED HATCH METER VAULT PLAN SCALE: 1/2" = 1'-0" 6'x9' DOUBLE LEAF ALUMINUM TRAFFIC RATED HATCH _j CONCRETE VAULT PER STRUCTURAL TOC, TO MATCH FINISHED GRADE -EL. VARIES, MATCH EXIST. GRADE CONCRETE VAULT PER STRUCTURAL 11-011 24" PLUG VALVE MAGNETIC FLOW METER 24" DIP FORCE MAIN "B" (TYP. FORCE MAIN "A") '---PIPE S\JPPORT, TYP. SEE DETAIL D/M-04 SECTION ~;i) SCALE: 1/2"=1'=0" CITY OF VISTA SANITATION DISTRICT ; .L ~ LAWRENCE PIERCE, P.E. DIRECTOR Of ENGINEERING DATE ---!1~ 1----11"-· "II----,,._ TYPE E PENETRATION SEE DETAIL E/M-04 . 12" AGG CRUSHED BASE, TYP. PIPE SUPPORT, TYP. SEE DETAIL NM-04 FINAL 0 WARNING 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE. BROYYN AND CALDWELL 9665 Chesapeake Drive, Suite 201 San Diego, Ca. 92123 SUBMITTEll: • """' PROJECT MANAGllt APPRO'£D: """' BR0\111,1 ~D C,o.J.O\IF-IJ. APPROYEO: .. ,. HORIZONTAL AS SHOWN SCALE VERTICAL None "AS BUil T" ,»_0~~ 1>/(f/lJ . P.E. 4))7't. EXP. t,/;q,$ DATE REVIEWED BY: 3prr/1.3 DATE CDP 09-03/SUP 09-01 VAULT FINISH ELEVATION METER VAULT "A" -1 33 METER VAULT "B" -1.67 NOTE: 1. HATCHES SHALL BE RATED FOR H-20 LOADING. 2 . 3. TYPE 316 STAINLESS STEEL HARDWARE. TYPE 304 STAINLESS STEEL CHECKER PLATE AND STRUCTURAL COMPONENTS. FOR METER VAULT A SLOPE FLOOR TO DRAIN. FOR METER VAULT B SLOPE FLOOR 1/4" FT TO SUMP PROVIDE 2" SS NPT TO CAM TYPE QUICK CONNECT COUPLING AT SUMP PUMP. PROVIDE 2" NITRILE REINFORCED FLEXIBLE HOSE WITH QUICK COUPLING AT EACH END FOR EASE OF REMOVAL. SHEET NAME M-03 fsHm7 CITY OF CARLSBAD I SHEETS I 1-----+--;-----------------1----t---t-----1------t ~ ENGINEERING DEPARTMENT 48 l-----+--;-----~-----------t----t---t-----11--------t 1 l75·8Ult.T DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY Af PROVAL IMPROVEMENTPLANS FOR: MECHANICAL METER VAULT PLAN AND SECTION BUENA VISTA LIFT STATION FORCE MAIN DWN BY: ~Tl __ CHKD BY.:=EM,,___ 1 RVWD BY:EM PROJECT NO. DRAWING NO. 5508 462-5 VISTA CIP NO. 8158 012512 g2o rJ) ~ ~ G) w w-l!» 0 0) --+, 1'.J .I!,. I 00 V1 , CDP 09-03/SUP 09-01 C • - --- -- - PIPE STANCHION -· SADDLE, MSS TYPE 37 -~----/4~ ~ DRILL SADDLE AND -- STANCHION. INSTALL ~ I ~ = . I 3/4-INCH BOLT, LOCK · WASHER, AND NUl' ---, ~ I /~ TYPE N STRUCTURAL ATTACHMENT, PER - --= 1141:: I~~~,~ 1, ~7 :, 1i ILT--'I J.-_I DETAIL B THIS SHEET --, ~i ~! I I . 1. . . ~ . . . . . • , . . . . :•. · .. t I . . .. . . -:• I . . . -. I" I· . . ·, . I 1-. . LJ ·. · LJ 3" THROUGH 30" PIPE TYPE 10 PIPE STANCHION SADDLE DETAILG;) NO SCALE , - - PIPE STANCHION, SIZE AS SPECIFIED ------.._~ '--' I 112" MIN STL. PLATE -----. 518" SSANCHOR BOLT, OR EXPANSION ANCHOR WITH FULL THREADED STUDS --- FINISHED FLOOR -~ \ ~= ' "<j" ~ -•- I -'--' f---D LEVELING NUT ~==l==::!=:t~/ / GROUT AFTER LEVELING , !,! ,., v, TYPE N PIPE STANCHION FLOOR ATTACHMENT DETAIL© NO SCALE TABLE A -SUPPORT SPACING AND ALLOWABLE ROD LOADS SUPPORT ROD SIZE AND MAXIMUM SUPPORT SPACING NOMINAL MAXIMUM LOAD PER ROD (FEET) SEE NOTES 1 AND 2 PIPE SIZE (INCHES) ROD SIZE MAX LOAD STEEL COPPER PLASTIC CAST IRON (INCHES) (POUNDS) SEE NOTE4 SEE NOTES 318 TO 314 3/8 610 5 5 CONTINUOUS --- 1 3/8 610 5 5 5 --- 1-114 3/8 610 5 5 5 --- 1-112 3/8 610 5 5 5 --- 2 3/8 610 10 5 5 LU 2-112 3/8 610 10 10 5 Cl:: !l. a:: 3 3/8 610 10 20 5 0 Cl. 0 LU 4 112 1130 10 20 5 U. LU u. !l. I-Cl:: I-Cl. 6 5/8 1810 15 20 5 LU ::, LU --' LU en LU- 8 314 2710 15 20 5 u. "' u. 0 NW a "' 10 3/4 2710 20 ---5 ~ Cl:: ~ 12 1 4960 20 10 Cl. --- 14 1 4960 20 ------ 16 1 4960 20 ------ 18 1 4960 20 ------ 20 1-114 8000 20 ------ 24 1-114 8000 20 ------ 30 1-112 11630 20 ------ GENERAL PIPE HANGER AND SUPPORT SYSTEM NOTES: • TABLE A NOTES: 1. DESIGN WEIGHT SHALL BE TWICE THE WEIGHT OF THE PIPE FULL OF WATER PLUS THE WEIGHTS OF VALVES, FITTINGS, INSULATING MATERIALS AND SUSPENDED HANGER COMPONENTS ON THE RUN OF PIPE BEING SUPPORTED. 2. ROD SIZES SHOWN ARE FOR THE SUPPORT OF A SINGLE PIPE. WHEN SUPPORTING MORE THAN ONE PIPE, ROD SHALL BE SIZED USING DESIGN WEIGHTS (SEE NOTE 1) TO DETERMINE THE TOTAL DESIGN LOAD. THE TOTAL DESIGN LOAD SHALL NOT EXCEED THE MAXIMUM LOADS IN THE TABLE ABOVE. 3. PIPE SHALL NOT HAVE POCKETS FORMED IN THE SPAN DUE TO SAGGING OF THE PIPE BETWEEN SUPPORTS CAUSED BY THE WEIGHT OF THE PIPE, MEDIUM IN THE PIPE, INSULATION, VALVES AND FITTINGS. 1. SEE SPECIFICATION SECTION 15050 FOR DESIGN OF PIPE SUPPORTS SYSTEM. SEE SPECIFICATION SECTION 15096 FOR PIPE HANGER AND SUPPORTS. SEE SPECIFICATION SECTION 15097 FOR SEISMIC 4· RESTRAINTS FOR PIPING. SEE SPECIFICATION SECTION 15098 FOR EXPANSION CONTROL SYSTEM. SPAN SHOWN IS FOR SCHEDULE 80 PVC PIPE AT 100°F. SPANS FOR OTHER PLASTICS, OTHER PVC PIPE SCHEDULES AND PIPES AT HIGHER TEMPERATURES SHALL BE SHORT- ENDED IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. "CONTINUOUS" MEANS PIPE SHALL BE IN UNISTRUT OR SIMILAR CHANNEL. 2. THE CONTRACTOR SHALL NOT USE EPOXY ADHESIVE ANCHOR BOLTS OR EXPANSION ANCHORS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE CONSTRUCTION MANAGER, UNLESS OTHERWISE SPECIFIED. 3. THE CONTRACTOR SHALL LOCATE HANGERS AND SUPPORTS TO ENSURE THAT CONNECTIONS TO EQUIPMENT, TANKS, ETC., ARE SUBSTANTIALLY FREE FROM LOADS TRANSMITTED BY THE PIPING. 4. CAST FITTINGS WITH FOOT-TYPE SUPPORTS ARE PROHIBITED. 5. WHERE PIPING IS CONNECTED TO EQUIPMENT, VALVES, PIPING ASSEMBLY, ETC., THAT WILL REQUIRE 5. PROVIDE A MINIMUM OF ONE HANGER PER PIPE LENGTH, WITHIN 4-INCHES OF THE BELL. REMOVAL FOR MAINTENANCE, THE PIPING SHALL BE SUPPORTED IN SUCH A MANNER THAT TEMPORARY SUPPORTS SHALL NOT BE NECESSARY FOR THIS PROCEDURE. 6. ALL ANCHOR BOLTS SHALL BE TYPE 316 SS. SUPPORT SPACING AND ROD LOADS TABLE A DETAILffi 6. PIPE HANGER AND SUPPORT SELECTION SHALL BE IN ACCORDANCE WITH TABLE B (M2302) AND SPECIFICATION SECTION 15096. ~ ,_r----"-../ NO SCALE ~1----------------------;-------------------f--.---------'----__.;;..--r"-..T\--------------------------+--t A ~----3/16" If.-SEE NOTE 1 ~ MODULAR "1/4 ~ / ] CONTRACTOR TO FORM it_ PIPE/FITTING MECHANICAL \ A v--TANK SIDE OF WALL : GROUT EDGES SHALL BE FIXED AND EXPANDING ;•. ::-_ . ,· ·, __ • 0 AND FULLY FILL WITH EPOXY GROUT. · •. ~v-' • • SEE NOTE 2 : FEATHERED AFTER FORM REMOVAL. RUBBER SEAL~ . . :. ' · . ."•. · ---SEALANT ~ GAP BETWEEN PAN EDGE AND PIPE \ ~ ! SHALL NOT EXCEED 2 INCHES. -t---_ -~I __ ---+-\ II 1 1 II _ 1 1 _ • _ -STEELPAN,CONTRACTOR _ ~ TO INSTALL LEVEL AND ____,.,~ \ I I I I • E ro C • L en LU Cl:: ~ THICKNESS OF / CONCRETE PEDESTAL SHALL BE EQUIVALENT TO PIPE DIAMETER-~ WELDED ANCHOR TABS PIPE DIAMETER .... PARALLEL WITH EMBEDDED 'L--i:a~--.:,----J PLATE =.-' VIBRATION ISOLATION PAD , -! . · it' ."• ~-PIPE BETWEEN PLATES, SHALL . 1 .. , ... { . • ....__ __ PIPE SLEEVE, BE UNISORB OR EQUAL MIN SCH 20 #5 FINISHED FLOOR ~ #5 EA FACE (TYP) 2½" (TYP) 2½" (TYP) 4½"(TYP) NOTES: SEE NOTE 3 1. WEEP RINGS SHALL HAVE A MINIMUM DIAMETER 3-INCHES GREATER THAN THE OUTSIDE PIPE DIAMETER. 2. "TANK SIDE OF WALL" SHALL MEAN SIDE OF WALL NORMALLY EXPOSED TO LIQUID, EARTH, OR OUTSIDE ATMOSPHERE. 3. ALL STEEL SLEEVES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 4. SLEEVE DIAMETER SHALL BE AS RECOMMENDED BY THE MECHANICAL SEAL MANUFACTURER. CONCRETE PIPE WEIGHT SUPPORT FOR WALLS-TYPE E PENETRATION I 1' ~ \ FORM 2' DIA DISH WHERE SPECIFIED -~ FLOOR DRAIN REFERENCE SPEC SECTION 15400-~\ INISHED OOR--~ ' I/ / / 90" ELBOW ~-~ ~'s;=:l::::::t IF -i\ \ F PE II FLOOR ORAi DETAIL(4) NO SCALE '~ ) ' SHEET NAME • I M-04 DETAILG~~ NO SCALE fSHml CITY OF CARLSBAD ~ 1-+--+---+---------------f--+----+-----1------1 ~ ENGINEERING DEPAR™ENT ~ • DETAILG~) NO SCALE ,__..,_--+----+---------------t---+---+----t------1 r-------------'----r---;::;-;:-;--;;-;----T----~Too~wu--:~:---;:;---;:-r'~ur::-;;-~rl--:--~;::::::::::;;:::::::::::;:::-::::;;::::::::::--:::..,::_=-:::-:;::::::'f;l-~-=--=--=-t-=--=--=-1t-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=.t-=--=--=-1-=--=--=-:t-=--=--=--=.t-=--=-j IMPROVEMENTPLANS FOR: MECHANICAL FINAL BROWN AND CAL t ~·: ~ .I..,__.1,--~~ ~ , "AS BUILT" ~ ~ -DETAILS CITY OF VISTA WARNING 9665 Chesapeake Drive, Suite 201 \ SANITATION DISTRICT ',;>DfESSio~ a 1/2 1 San Diego, Ca. 92123 .-., '4r '· W.rt,~a . , 1f.o-· J~ 6/1-,P) f j 'Ye, '{c, ¥, APPROVED f\1LLIAM E. f:_LUMMER c, o516es•Vl -~ ~~,,1-P.E -o,,?.. ExP. ,;s~s DA TE -~-·l"--i..L :1""'.,j' 'st:::;1~.,;-~ ____ 0?-/4--11'1 Ii up. 6-3CH2 fiJ IF THIS BAR DOES 1---==:...:::;::=====-==-===---r::::::-:::;;:;::;:,--::-:;------------i---+--lh-.-.:a--:.=:.=----------1--+--+---I----I DEPUTY CITY ENGINEER PE 28176 EXPIRES J/31/12 DATE BUENA VISTA LIFT STATION FORCE MAIN SUBMITTEO! PRO.ECT IJANAGER DAio APPROVED: DA.IE: llRO\\N Alt'.I CN.J:;WELL. ~L ~ LAWRENCE PIERCE, P.E. DIRECTOR Of ENGINEERING ! I I , • I DATE Af'PRO~: DAlE: * * NOT MEASURE 1" REVIEWED. BY: /" AS e,,n,r ~ C ~ THEN DRAWING IS I /, ,., -,,,,.,,,_ DWN BY: TL I PROJECT NO. I DRAWING NO. "'l'f ;vc~:1,dl-:~ NOT To SCALE. :'7..1,1cw\o. c .c .. .3 )~I l) DATE iN1T1AL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY:-~EM'c---1 5508 462-5 '"" .)NSPECTOR DA TE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY·EM ~------~ HORIZONTAL AS SHOWN SCALE VERTICAL NONE VISTACIP NO. 8158 , I 1 012512 II ro 0 0 z CDP 09-03/SUP 09-01 PROJECT/SITE CONDITIONS DISTRIBUTION EQUIPMENT OUTPUT LOADS AND DEVICES I CORROSIVE I CLASS 1, DIV.1 GROUPD I NEMA . \ P001 l ~ ----- 0 • ~ ~ SP --DB HH23 □ 0 \1"C 3#10 AWG GG INDICATES THAT ALL ELECTRICAL EQUIPMENT AND MATERIALS INSTALLED WITHIN THE l}OOM OR AREA IN WHICH THIS NOTATION APPEARS SHALL BE OF NEMA 4X CORROSION RESISTANT CONSTRUCTION SUITABLE FOR USE IN A WET LOCATION, UNLESS NOTED OTHERWISE INDICATES THAT ALL ELECTRICAL EQUIPMENT AND MATERIALS INSTALLED WITHIN THE ROOM OR AREA IN WHICH THIS NOTATION APPEARS SHALL CONFORM TO N.E.C. REQUIREMENTS FOR THE HAZARDOUS AREA CLASSIFICATION AS SHOWN INDICATES AREA NEMA CLASSIFICATION CIRCUITS AND RACEWAYS CIRCUIT IDENTIFIER . RACEWAY EXPOSED RACEWAY CONCEALED . RACEWAY TURNED TOWARD THE THE VIEWER. RACEWAY TURNED DOWN CONDUIT CAPPED SPARE . " • I APPROXIMATE SHAPE AND SCALE REPRESENTED WHERE POSSIBLE. HOWEVER, EXACT SIZE AND NUMBER OF SECTIONS IS ESTIMATED. I I I /_MCC1234 I I L PBD1234 0 l:3}J [JJ 8 ~ (8) [!] FLOOR-STANDING DISTRIBUTION ASS EMBLY, SUCH AS A SWITCHBOARD, TRANSFORMER, OR MOTOR CONTROL i CENTER EQUIPMENT DESIGNATION (EXAMPLE) WALL-MOUNTED DISTRIBUTION ASSEMBLY, SUCH AS PANELBOARD, MOTOR STARTER PANEL, OR TERMINAL CABINET EQUIPMENT DESIGNATION (EXAMPLE) MOTORS AND EQUIPMENT MOTOR STARTER, INDIVIDUAL. NOT LOCATED IN AN MCC OR SIMILAR GROUP ASSEMBLY COMBINATION MOTOR STARTER. NOT LOCATED IN AN MCC OR SIMILAR GROUP ASS EMBLY NEMA 4X 100 KAICS DISCONNECT SWITCH, FUSED MOTOR OPERATED VALVE M=MOTOR SV=SOLENOID VALVE CV=CONTROL VALVE A=ADJUSTABLE SPEED DRIVE FIELD INSTRUMENT CONTROL STATION. SEE CONTROL DIAGRAMS FOR DEVICES REQUIRED . 8 ...J\/1/'v-- ...fTTn._ 0 8 !) S2 I T ~ ) _.______.___[Y 200A ·200A MOTOR MOTOR SPACE HEATER MAGNETIC COIL SOLENOID HOUR METER (ELAPSED TIME) TIME CONTROLLER ONE LINE DIAGRAM SYMBOLS SIZE 2 COMBINATION FULL VOLTAGE NON-REVERSING MAGNETIC STARTER MCP SIZED BY MANUFACTURER (OVERLOAD RELAY NOT SHOWN) RV = REDUCED VOLT AGE 2S2W = TWO-SPEED TWO-WINDING S2 =SIZE2 PORTABLE CABLE INCOMING LINE DISCONNECT OR ISOLATING SWITCH. 200 AMP SHOWN GENERAL NOTES: 1. ELECTRICAL SYMBOLS AND STANDARD DETAILS DRAWINGS ARE GENERAL IN NATURE. SOME SYMBOLS AND DETAILS SHOWN HEREON MAY NOT BE USED ON THE CONTRACT DRAWINGS. 2. IDENTIFICATIONS (ID), SIZES, RATINGS, LOCATIONS AND SIMILAR INFORMATION ASSOCIATED WITH SYMBOLS MAY NOT BE SHOWN; SEE SPECIFICATIONS AND NATIONAL ELECTRICAL CODE FOR MINIMUM SIZE IF NOT SHOWN. 3. THE ELECTRICAL AND INSTRUMENTATION DRAWINGS USE THE ONE-LINE AND RISER DIAGRAMS AND PANEL SCHEDULES IN CONJUNCTION WITH PLAN DRAWINGS TO DEPICT THE WORK. THE CONTRACTOR SHALL USE THESE DOCUMENTS TO DETERMINE AND PROVIDE THE NECESSARY RACEWAY AND WIRING SYSTEM FOR EACH CIRCUIT. ALL INDOOR RACEWAY SHALL BE RUN EMBEDDED IF POSSIBLE-ALL RACEWAY SHALL BE ROUTED BY THE CONTRACTOR, UNLESS OTHERWISE NOTED. THE TYPE OF RACEWAY AND WIRE USED SHALL BE AS SPECIFIED IN THE SPECIFICATION OR AS NOTED ON THE DRAWING. ALL GROUND CONDUCTORS ARE BURIED EXCEPT WHERE STUBBED UP TO CONNECT TO EQUIPMENT. 4. IN AREAS WHERE EQUIPMENT IS LIFTED AND MOVED FOR MAINTENANCE OR REPLACEMENT, NO RACEWAYS SHALL BE RUN OVERHEAD THAT WILL INTERFERE WITH THE OPERATION OF THE EQUIPMENT. 5. THE LOCATION OF THE CONTROL STATIONS AND DEVICES SHOWN ON THE PLAN DRAWINGS ARE DIAGRAMMATIC AND THE ACTUAL LOCATION SHALL BE COORDINATED IN THE FIELD WITH THE CONSTRUCTION MANAGER. 6. THE FINAL LOCATION OF MOTORS AND ACCESSORIES MAY NOT BE AS SHOWN. THE CONTRACTOR SHALL COORDINATE WITH THE STRUCTURAL AND MECHANICAL DRAWINGS AND SHOP DRAWINGS FOR THE EQUIPMENT PROVIDED FOR CONDUIT STUBUP AND TERMINATION LOCATIONS. 7. 8. 9. THE STANDARD DETAILS SHALL BE USED WHERE APPLICABLE . ALL EQUIPMENT SHALL BE LABELED WITH NAMEPLATES. DESCRIPTION OF EQUIPMENT SHALL BE IN ACCORDANCE WITH THE ONE-LINE OR CONTROL DIAGRAM DESCRIPTION. IF NAMEPLATE IS NOT DESCRIBED ON THE DRAWINGS, PROVIDE A NAMEPLATE THAT DESCRIBES THE EQUIPMENT (NAME AND FUNCTION). CONDUITS SHOWN ON THE ONE LINE DIAGRAMS ARE SIZED FOR EXPOSED LOCATIONS. CONDUITS THAT ENTER DUCT BANKS OR ARE EMBEDDED MAY BE LARGER AND SHALL BE 1" MINIMUM FOR UNDERGROUND OR EMBEDDED PORTION. DUCTBANK, REINFORCED CONCRETE @ THERMOSTAT MANHOLE (MH) OR HANDHOLE (HH), JUNCTION BOX. RACEWAY SIZE WITH CONDUCTOR CONTENTS AND SIZES. RACEWAY WITH NO CALLOUT, 3/4"C-2#12+1#12 GNP ORAS REQUIRED FOR LIGHT SWITCHING SHOWN. I I --'□1-- GENERAL ENCLOSURE BOUNDARY CONDUCTORS CONNECTED CONDUCTORS NOT CONNECTED TERMINAL POINT FOR EXTERNAL CONNECTIONS . SHEET NAME E-01 fSHml CITY OF CARLSBAD fsRillsl t----+---+--------------,f----+---+--,--t-----1 ~ ENGINEERING DEPARTMENT ~ 1----+---+--------------,f----+---+--t-----l ,----'--------"---------,-----------r-------r---------'----------..-----------------+---+---t--------------t---+---+--+-----t IMPROVEMENT PLANS FOR: ELECTRICAL FINAL WARNING B R OWN AND CAL D WE LL "AS BUILT" •• CITY OF VISTA SANITATION DISTRICT d. az_:_ LAWRENCE PIERCE, P.E, DIRECTOR OF ENGINEERING LEGEND AND SYMBOLS '-""ESS,?S 9665 Chesapeake Drive, Suite 201 =-San Diego, Ca. 92123 r.;,'/.. Lo<t ~ o 1/2 1 ;g.,,. ·o ~ f:>/l'f/tJ ~ :1' 1'-i;o~~~-1 -/ ,/ ' APPR >YEO WILLIAM EJ!LY)J!,'ER 'li0: ,,.-P.E. ,,J71l. EXP. 6 1.:;i'S DATE ./J' ' i<.]';:~~!!i·-!'D;i~<.__---09-/-f·ld r,~·1~~ }o £ IF THIS BAR DOES 1---....::::=-=;::::=====-::_===-----t-:::::::;:::-::;::;:---:-;-:::---------------i--+--J-,-.---...-...--.--.,..-'~--------+---+---lf---+---l DEPUTY CITY ENGINEER PE 28176 EXPIRES J/Jt/12 DATE ,.. ,._, * NOT MEASURE 1" REVIEWED BY: _ 1//\ AS ,::u1n7 ~;:;:::::::;:=;;=::::=::'~;=:::::'::::::=:::::::::=:::=~==:=::=.:==:; ,-,,,CTR\"'!' _ _,_«r THEN DRAWING IS H • ,._,,.,,,, DWN BY: TL I PROJECT NO. I DRAWING NO. :>t,,,.c•l\'i~-NOT TO SCALE. ~c "M.~ 3/;;:r?/L3 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:.'='EMs---~, 5508 462-5 .... "'-IN$PECTOR DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:EM SUBMITTED: DATE: PROJECT MANAGER APPRO',UJ: DAm 8P0~ AND CMDWW. APPRD',£0; 0Alt; HORIZONTAL AS SHOWN SCALE VERTICAL NONE BUENA VISTA LIFT STATION FORCE MAIN VISTA CIP NO. 8158 g2 0 <l) ~ ~ GI w V, ~ 0 O"I ...., IV ~ 0, EXTERIOR FACE OF STRUCTURE ADHESIVE HYDROPHYLLIC I. HEAVY DUTY H-20 LOAD RA TED ACCESS COVER PRECAST CONCRETE COVER 1" MINIMUM GROUNDING RING PROVIDED WITH FLOWMETER---, CDP 09-03/SUP 09-01 BRAIDED GROUND STRAP PROVIDED WITH FLOWMETER. SECURE AT FLANGES WITH INTERNAL TOOTH LOCK WASHERS, AND 1/4" x 112" BOLTS ·· WATERSTOP ALLAROUND------. ,4',I' • • . 2" MIN. -'" .. : ... •. :. , PRECAST CONCRETE RISERS AS REQUIRED GROUNDING RING -:::: ,: .n ' ~ / "' "' « ~ / ~ ,: • u ~ 0 .... ,, ~ • -" > • C • -~ ' . "' .-:"-1 .,, . ., ,. ~ / DUCTBANK ~ ',..-......,,.....,rJ.l.l. -=1 :• ~ ~ .. ,. . ~-.' . . • : ••• "f . ·. .. . . ~ . PRECAST CONCRETE HANDHOLE/PULLBOX CONDUITS ·:~-:-~~,.,~-~~'.~:y'---:::3 CORE DRILL CONDUIT , . , . .. 1 , ENTRY AND GROUND KNOCKOUTS AS REQUIRED FOR ---- DUCTBANKS ------PULLING IRON (TYPICAL) GROUNDING STRAP TO METER FLANGE • · . • • • •. 1 . CABLE, PROVIDE GROUND • :_:4 ··.· •• ·r==--=-i~--,. WATERTIGHT SEAL ·.I ... CABLE ~ • r .,.· . · ""-;-:-.".' G --~.1--. - • • .• •. I , ... .. . --ADHESIVE ANCHORAGE FOR REINFORCING STEEL REINFORCING STEEL--~- CHIP OUT FOR _ _/ DUCTBANK SEAT ··. = \. ml ... -u. . . I • <I, • <I "' . . .. , '. .: SAWCUT 2" MIN. INTO EXISTING WALL PER DUCTBANK PENETRATIONS DETAIL1 _ _.J UNDISTURBED OR COMPACTED EARTH __ ____,, NOTES: 1--_Jlj..t:;:t2~ij-----MINIMUM 6" DIAMETER DRAIN ,~~-HOLE WITH FIBERGLASS OR '):~ ALUMINUM FRAME AND GRATE >"~o/)).»/ , j 9" PEA GRAVEL BASE i> SECTION 1. • HANDHOLE/PULLBOX DEPTH, SIZE AND LOCATION PER DRAWINGS. 2. MINIMUM INTERIOR DIMENSIONS SHALL BE 3' x 3' x 3'0 UON. 3. BOND DUCTBANK GROUND CONDUCTORS TOGETHER. 4. MANHOLE INTERIOR SPACE: CLASSIFIED AS CORROSIVE AREA PER SPECIFICATION DIVISION 16. DUCTBANK AT EXISTING STRUCTURE ELECTRICAL HANDHOLE/PULLBOX DETAIL 1 NO SCALE VAR GRADE NOTE 3 ___.c::=::J 3" --..:. 5" I CONTINUOUS BARE COPPER #4/0 5" GROUNDING CONDUCTOR ..... 3" CLASS E (2000 PSI MINIMUM) RED CONCRETE ENCASEMENT <J PER SPECIFICATION 0 SECTION 03300 * <3 .II 5" { #4@36" MAX REINFORCING #4 @ 24,. MAX STEEL • .II ,1 . CONDUIT DUCT (TYPICAL) NOTES: 1. 2. 3. 4. REFER TO SPECIFICATION DIVISION 16 FOR DUCTBANKCONSTRUCTION REQUIREMENTS. NUMBER AND SIZE OF ELECTRICAL DUCTS AS INDICATED ON DRAWINGS OR SCHEDULES. OSHA APPROVED 6" WIDE RED WARNING TAPE (IDEAL DU-601 OR EQUAL). DIMENSIONS ARE MINIMUM AND TYPICAL FOR OUTSIDE SURFACES. DETAIL 2 NO SCALE VAR 1~-----CONCRETE WALL OR SLAB ~ :;?'"··--HI------5/8"0 X 4" SS CONCRETE ANCHORS (TYP) r:.----UNISTRUT P-1000; GLOBE STRUT G5812; OR EQUAL , • I 0 UJ ~ " 0::: :::i ~ C I 0 . • UJ 9 ., 0::: ~ re, z -~ " ~-3>---CONDUIT CLAMPS W/ SS BOLTS, NUTS, AND WASHERS 1.o ' I ,:i I I ' □----SS BOLTS, NUTS, & ·➔' WASHERS AS REQUIRED (TYP) "----"Z" FITTING (TYP) , . ELEVATION NOTE: 1. THIS DETAIL FOR BOTH VERTICAL AND HORIZONTAL MOUNTING-FOR HORIZONTAL MOUNTING, PLACE 1"± NON-SHRINK GROUT UNDER THE SUPPORT. 2. PREFORMED CHANNEL, FITTINGS AND CLAMPS SHALL BE HOT-DIP GALVANIZED STEEL FIELD COAT ALL CUTS. 3. CHANNELS TO BE SPACED AT 5'-0" OC MAXIMUM. NUT---,-._ /" ,,,,. TO GROUND SYSTEM BOLT THRU TAB INTERNAL TOOTH LOCK WASHER #12AWGTO GROUND SYSTEM GROUNDING BUSHING AT BOTH ENDS OF CONDUIT 3/4" RIGID CONDUIT FLOW METER GROUNDING RING DETAIL 3 NO SCALE VAR FLOW ·-·-··--~-1- f METER FWJGES PRE-DRILLED 5. " BOND GROUNDING CONDUCTOR TO ALL GROUNDING ELECTRODES ALONG ITS PATH INCLUDING BUILDING GROUNDING ELECTRODE AT EACH END OF THE DUCTBANK . CONDUIT SUPPORT TYPE 1 SHEET NAME 6. SADDLE-TYPE CONDUIT SPACERS REQUIRED EVERY 8' (CARLON SNAP-LOG, SNAP-N-STAC, OR E-02 EQUAL). . DETAIL 5 *PROVIDE2"SEPARATIONFORCONDUITSLESSTHAN4". NOSCALE VAR fsiiml CITY OF CARLSBAD fsREilll *PROVIDE 3" SEPARATION FOR CONDUITS 4" AND ~GER. ~====~===~==========================~====:===~====~==~ ~ ENGINEERING DEPARTMENT ~ ,; .3 - ••} REINFORCE CONCRETE ENCASED CITY OF VISTA WARNING B R ~6~ ~hes~i~ke ~i!, ~uPie ~OlE L L "AS BUILT" ~ DUCTBA,NK SANITATION DISTRICT '/.. Lo<-, 0 1/2 1 San Diego, Ca. 92123 '5J__f)~ lflf/1~ ,----~--,-----------r---L------,-------,----------------\--------------+----l----+--------------1----1---1--+---l IMPROVEMENT PLANS FOR: ELECTRICAL DETAILS FINAL BUENA VISTA LIFT STATION FORCE MAIN · " . /. APP~VED WILLIAM E. PLUMMER ·~ P.,4J77t. EXP.6f3,i(J DATE './4)a C/9.#/~ . ' DETAIL 0· 9 • 1---+---1--------------+----+--+---+-----1 i&l~~,.~~ ·',L,~~~-~~-----~ ,, . ~ 4 .. : 0 .. · .. C /"'\v,. . 1 1 1--~~=r=====~=-===--ro;RE::;-;Y;;IE;;;;WE:;;D:-;B:;:Y;:-: -----------,~--l---+.,..--,4,-=.""'9;;;.:V,"1/L,,cT..---------+--+--+--4--l DEPUTY CITY ENGINEER PE 28176 [XP/R[S 3 31 12 DATE . f NO SCALE VAR ~ • UL: "fi,ti, DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: _,,TL~_ PROJECT NO. I DRA4W6IN2G-5NO. 'LAWRENCE PIERCE, P.E.M: 3 /zlf/L3 ENGINEER OF WORK REVISION DESCRIPTION c1~ APPROVAL 2vHwKDD BBYYc;~~~'J.--5508 J;: ~ L-----------"'8--------~~D~IRE~CT~01~ ~Of~E~NG~IN~EER;l~NG;.;;;;;;;;;; ______ ~--~~;;;~-;;;;;~-----~iiiiiiiiiiiiiiiiii~~~~iiiiii~~----;;;~~~~;;;;-iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii~D~AT~E-;£~~~~1---;~;~~~~~--~~0TH~E~R ~AP~PR~D~VA~L ~~,,~~~~~~~;;;~~;;;~~~~~~~~;;;~ VISTA CIP NO. 8158 $.JEIMITTEI); PRD.ECT t.lANAGER OAlf> APPROVW: DAl'E: IF THIS BAR DOES BR6\'I( AND CALD\!Ell. APPROVED: D>.TE. NOT MEASURE 1" THEN DRAWING IS HORIZONTAL AS SHOWN NOT TO SCALE. SCALE VERTICAL NONE Ii ! ·1' I 'I ·1 ,, , , I! . I' . ' . 0/2512 :,: 1 0 0 ~ 0 0 0 N -~ ~ a: .,, ' N ~ ::, " <( ~ ~ C a :,: C 0 " C L .,, -" • ~ • > rn C ~ " ' D -~ "' .. ~ ' --<( --~ ~ .c j .,._,.,_, *I/ . I/ , 1·"-'-•··--· .. --,.. I/ I ()◊ I/ l I o r ... :' • r-----, ,_. _____ _ --- ( ,,,.---I --( I I .,I I / ~ / / / : r,' I : / l ~~ I -- J 1 /! ! . ./ I I I ! SUMP PUMP ----:---L.I PMP-01 • I I I -;- I I I CITY OF VISTA SANITATION DISTRICT LAWRENCE PIERCE, P.E. DIRECTOR Of ENGINEERING w,f'° DATE CDP 09-03/SUP 09-01 NOTES: G) THE EXTENT OF THE HAZARDOUS AREA IS CLASS I, DIV. 2 WITHIN THE INTERIOR OF THE VAULT. REFER TO NFPA 820 AND N.E.C. FOR FURTHER REQUIREMENTS. _____ ~ECTRICft...b..fil)O.M_ (2nd FLOOR) ---- 2. CONTRACTOR SHALL FIELD COORDINATE ALL UNDERGROUND WORK AND EXCAVATION WITH EXISTING CONDUITS, YARD PIPING AND OTHER EQUIPMENT. ALL LOCATION OF EXISTING PIPING, CONDUITS AND EQUIPMENT SHALL BE FIELD VERIFIED PRIOR TO BREAKING GROUND. -r=-.. I I I I I I I I I I I I I I I I ;, /;,;, "' ,,( _,"' I I .f I r :1 i I I I J. I I PLAN ~P002, 1 "C,2#12,#12G BUENA VISTA LIFT STATION / / 1/ / / 1/ / / SCALE: 3/16" = 1'-0" , FINAL fESS! r:;;I, Lo w 0. "' E>p. * O<CTRI q,CALI 0 WARNING 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE. BROWN AND CALDWELL 9665 Chesapeake Drive, Suite ZOl San Diego, Ca. 9Z1Z3 SU6MJTTED; ,,,. PRo.ECT" MANAGER APPROVED; DAlE: 8R0\\N AND CALO\'iEl.L -4,PPROVEO: PA~ HORIZONTAL AS SHOWN SCALE VERTICAL NONE "AS BUil T" JJ~CM-L-- P.E. 4J'1'17.. EXP. 6/13/IS REVIEWED BY: / I I \ \ \ \ \ \ I I -· ------r -,------· -- I I I I I I I I I I h; II; II; II; II; 1------120V,PNL-PBC-------1-1N SWL LSH-01 PMP-01 -y--o--a---@---a--~ SUMP PUMP SCHEMATIC II; II; SHEET NAME E-03 fsHrril CITY OF CARLSBAD I SHEETS I t----+----+-~------------+---+----+--t----; ~ ENGINEERING DEPARTMENT 48 l----+----+--------------+---+----+--1----; MPROV£M£NTPLANS FOR: ELECTRICAL BUENA VISTA LIFT STATION PLAN BUENA VISTA LIFT STATION FORCE MAIN DATE 4S-tJl.llt. r .J/<11' Ill DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL DWN BY: =TL~_1 CHKD BY:.=EM~-, RVWD BY·EM PROJECT NO. 5508 I DRAWING NO. _ 462-5 DATE OTHER APPROVAL CITY APPROVAL VISTA CIP NO. 8158 01Z51Z • E '" C • '.L • ------•-- L ' l j ELECTRICAL ROOM (SECOND FLOOR) SCALE: 1/4" = 1'-0" CDP 09-03/SUP 09-01 NOTES: G) NOT USED. @ CORE DRILL AND PATCH THROUGH WALL. @ NOTUSED. G) TERMINATE WIRING AT EXISTING PLC Al MODULE INSIDE EXISTING MCP. PROGRAMMING SHALL BE DONE BY ENCi NA WASTEWATER AUTHORITY. @) INSTALL THREE 20AMP CIRCUIT BREAKERS WHERE SPACE IS AVAILABLE IN PNL-PBC AND TERMINATE WIRES FOR FT-01, FT-02, AND PMP-01. LABEL IDENTIFICATION CARD ACCORDINGLY. SHEET NAME E-04 fsHEE1l CITY OF CARLSBAD fsHErnl 1----+-~e---------------f---+----+--+-~, ~ ENGINEERING DEPARTMENT ~ l-------+----41---------------l------+----+--+----i ,-----.:..· -'-------------r----------.------.----------------.----------------1---+--+-------------+---l--t-----t--------l IMPROVEMENT PLANS FOR: ELECTRICAL FINAL B R OWN AND CAL D WE LL "AS BUILT" HPU UNIT POWER AND CONTROL CITY OF VISTA SANITATION DISTRICT. . ../ (Xi, ' ~-4----i:,.~ LAWRENCE PIERCI;, P.E. DIRECTOR OF ENGINEERING WARNING 9665 Chesapeake Drive, Suite 201 PLAN '<;~~sii¾;~0, 1;2 ,l San Diego, Ca. 92123 r\ BUENAVISTALIFTSTATIONFORCEMAIN ,,,_,v "'f '9Jo,..r-✓~ ,µ1/f'J " ,"'i{ E1 _.;9fe:o½-;;,~-I P.E. 'f377Z. EXP. 6/3o/lS DATE A'1~VED_ll!L~M ~ '~~MER /'JQ-/,1..,,., '/i Exp, 12--10 \;l IF THIS BAR DOES I --~~-=,======-~===--~--;::;::;:;:;;:;:;::~-;-----------jl-----l---t-,,----...----;;;,;-;,.;.--------~--+-+--1-----l DEPUTY CITY ENGINEER PE 28176 EXPIRES J/31/12 DATE * _,., ,_, * NOT MEASURE 1" t-REVIEWED BY: VI\ ,tJ,9-,81//t.T ~~<ccrRl~"-*'q-THEN DRAWING IS ~ .• ' . • I DATE INITIAL DATE INITIAL DAlE INITIAL DWN BY: ~TL~_ PROJECT NO. DRAWING NO. -~ q:-CJi..\x'v': NOT TO SCALE. '-'• •,._••• ~ 3/2. 'iJ' h,.3-REVISION DESCRIPTION CHKD BY .. ·=EM~-5508 462-5 INS¢ECTOR DATE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY:EM SUBl,HTTEO: DATE: PROJECT ~ANAGEA APPRO\otll: D,1.TE: BRDl'ft ANC CM.C'\\lll MRC'oa1: D,.,_lE: HORIZONTAL AS SHOWN SCALE VERTICAL NONE VISTA CIP NO. 8158 012512 ~ .ll - ~ ~ :,:: .ll ' ~ , " C, « ..., ~ C a; GENERAL NOTES (SHEETS 40 TO 48) 1. THIS PLAN SUPERCEOES ALL OTHER Pf.A.NS PREVIOUSLY APPROVED BY THE CITY OF' CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF' Pf.A.NS. 2. APPROVAL OF' THIS PLAN DOES NOT LESSEN OR WAJVE 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 Pl.ANS WHEN NON-CONFORMANCE IS DISCOVERED. . 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THI:'. CONTRACTOR OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVl;:RED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAl- 4. A RIGHT-OF'-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF' CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLIC'rt IN THE MINIMUM AMOUNT OF $1,0D0,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISJ-JED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE Pl.ANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE Pf.A.NS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO RE;FLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. ALL INSPECTION REQUESTS OTHER THAN FOR PRtCONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760}438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEPULED FOR TWO FULL WORK DA)'S LATER. 12' l\;\5/i~N1i~J~~N~'i~-'k~E~g~F~~~W~G ~i&~8~ gic~~~R1t1?5 B~1i¼B~ro~~G A JETtil:i~LA~J~sZ'~s Df~JiT ~~NEER OF WORKER PROTECTION FROM THE HAZARD OF' CAVING GROUND DURING THE EXCAVATION OF Sl,.ICH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THI$ Pf.6.N MUST BE PREPARED FOij ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE DISTRICT ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONTRUCTION SAfpY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CON1RACTOR'S EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 13. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NQTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 14. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING W~ING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENl:, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:0Q A.M. AND SUNSET 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 ENGINEERING DEPARTMENT COUNTER), 15. 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. 16. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 17. 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 POSSISLE 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. . 18. THE CONTRACTOR SHALL VERIFY THE LOCATION or ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF' THE CONSTRUCTION PLANS IF' IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 19. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT ............ , ..... ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . • . 800 422-4133 SDG&E ........................................ , .............................•................................ 'aoo sso-1343 PACIFIC BELL .................................................................. , ................ ~ ............. 800 892-0123 TIME WARNER CABLE. . . .. .. • • .. . • • • • .. .. .. .. • . • • • • .. . . . . • • • • • • • . .. • . • • .. .. • . .. • .. • • • • . • .. • .. .. • .. .. .. • • .. • • .. • . 760 438-77 41 COX COMMUNICATIONS ........................................................................................ 760 806-9809 CITY OF CARLSBAD lSTREETS AND STORM DRAIN) ............................. , ................................ '760 434-2980 CITY OF CARLSBAD SEWER, WATER & RECLAIMED' WATER) ...................................................... ,!60 438-2722 SAN DIEGUITO WATE DISTRICT ............................................ , ...•••........•........•..........•. ~?60 633-2650 LEUCADIA WATER DISTRICT ......................................................................•............•. ,?60 753-0155 VALLECITOS WATER DISTRICT ...........•..................................•. , •..• , . , . , .........•. , ..•........... 760 744-0460 OUVENHAIN WATER DISTRICT .................................................................................... ,760 753-6466 BUENA ~ITATION DISTRICT ..................... , ........................... _ ..................•................ ..,760 728-1340 DECLARATION OF RESPONSIBLE CHARGE " I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS . ~ PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER .E THE DESIGN OF' THE PROJECT AS DEFINED IN SECTION 6703 OF' ; :'.l THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN · m IS CONSISTENT WITH CURRENT STANDARDS. -' > I UNDERSTAND THAT THE CHECK OF' PROJECT DRAWINGS AND ~ SPECIFICATIONS BY THE CITY OF' CARLSBAD IS CONFINED TO A ~ REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF' , WORK, OF' MY RESPONSIBILITIES FOR PROJECT DESIGN. ~ ~ fl?~9. 8/25/10 PROJECT CITY OF OCEANSIDE LOCATION\ Hlr.HWAY, - ,~ '\ ,~~ t Q \ foADI- PACIFIC ~ PALOMAR ~~"<-o ~ I OCEAN ~~AF,LSE AD i ·~Ji CITY OF ~ ~"' 1 AMBROSIA --1 SAN MARCOS 1,,b~ 1,-\LN ~~ \ \'-'V-..o~\ A~ ~ ~ t ----:v " &:~J <!J'~-~ L\.. CITY OF ENCINITAS , .,._ VICINllY MAP NOT TO SCALE WORK TO BE DONE (SHEETS 40 TO 48) THE IMPROVEMENTS CONSIST OF' THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: STANDARD SPECIFICATIONS: 1. THE CITY OF CARLSBAD SPECIAL PROVISIONS 2. STATE OF' CALIFORNIA, DEPARTMENT OF' TRANSPORTATION, STANDARD SPECIFICATIONS (MAY 2006) CDP 09-03/SUP 09-01 3. STATE OF CALIFORNIA, DEPARTMENT OF' TRANSPORTATION, STANDARD PLANS (MAY 2006) 4. CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (SEPTEMBER, 2006) 5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2006 EDITION) INCLUDING THE REGIONAL SUPPLEMENT AMENDMENT, DOCUMENT NO. AEC 701041, FILED JULY 1, 2004. 6. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (2003 EDITION). LEGEND (SHEETS 40 TO 48) EXISTING STRIPING -- .L PROPOSED ROADSIDE SIGN 1-1 lYPE II BARRICADE l=t lYPE II BARRICADE WITH SIGN • PORTABLE DELINEATOR -DIRECTION OF' TRAVa m FLASHING ARROW SIGN ~ WORK ZONE ® TRAFFIC SIGNAL ~ REMOVE CONFLICTING EXISTING STRIPING BY GRINDING. ALL DEBRIS SHALL BE REMOVED BY THE END OF' EACH WORK DAY. SHEET NAME T-01 1---+-----l-------------t----t---+---+----t ~ c11X1N£RtG ~E¾l;~~~AD L[J ~ , J~ KEAT1no R.C.E. 43595 DATE ::; l------------------~---....-----,-------C....:.·c....:.-----,-'----------.------.---------------------=--=-=---=---r---------------;----t----t---------------t-----t--·t----t------1 ;;/! .CITY OF vis'. ·.T-.A FINAL BROWN AND CALDWELL MPROVEMENT PLANS FOR: TRAFFIC GENERAL NOTES •::5 ' LINSCOTT, LAW & GREENSPAN, ENGINEERS WARNING 9665 Chesapeake Drive, Suite 201 4542 Ruffner Street, Suite 100 SANITA. TION D1.$TRICT .,.~l'o,E!st.,o".,,< 0 112 1 San Diego, Ca. 92123 . .,, m .0 ., . .!! . ' ?a San Diego, Ca 92111 1 , ff;/-?, .,,~ \ ·1-i""""".__;;;;;;;j· (858)300-8800 (858)300~8810 (FX) ' , ~ -. 43595 "' ! SUBfJ1ntD: DAlE: PROJECT M4NAGEJt APPROVED: DAlE: BR0\'11 AND C~WEJ.L "AS BUil T" 9}JJ~-BUENA VISTA LIFT STATION FORCE MAIN P.f 4J77l.. EXP. DATE ~ E,q,. Dec. 31. 2010 * "'> .;$" ..":t ~ a -d. -'!. -~-------......---------,---~----1 t LLG 3-086353.1 134628-TDl.DWG 8/i5/10, _., ~ APPROYEll: DAlE: APPR_QVED WILLIAM f.-.e.LUMMER J----+---+-------------+---+---+---t---ij,.,;i-#~2~~~,""~/_c/-~~1/4~ .. ~~-----===/)Q-/,,,l,//) =:....=::;:::=====-=:::....::===-----t--;::;:;::::;::::;;---;:::::------------7----1---+-,..-------...----.=.=----------+---+--·1----+~---J DEPUTY CITY ENGINEER PE 28176 EXPIRES J/31/12 DAT[ REVIEWED By /Is "'(.l,"'T ~~:;:;:::=:=.=-:=~======-:'-:=-====~ : //\ .,._, '" DWN BY: DVS PROJECT NO. DRAWING NO. -r?, c1v11.. rl' (" OF C1'\.\i0 · · ;: · LAWRENCE PIER~ f.E. ;: ~ Designed By: SMK Drawn By: DVS Checked I By: JPK DIRECTOR OF E(>IGIN~ING ,. :l,. I " '' ' i ·, HORIZONTAL SCALE VERTICAL I / / 9-DATE INITIAL DATE INITIAL DATE INITIAL CHK0 BY JSM ~c...lNI~ 3/Z9 ~a ' 5508 462-5 fasPEcToR DATE ENGINEER oF WORK REv1s10N 0EscR1PT10N OTHER APPROVAL CITY APPROVAL Rvwo BY, JPK I , VISTA CIP NO. 8158 I I I l ii llll I I' I llF'I! 012512 V, 0 i~ ~ Gl w I.O ~ 0 °' -,., N ~· 00 u, • 0 w z L w -:, p "' LJ 0 -0 N N 0 >--' 00 N "' .., M -w E m C w u: FORCE MAIN CONSTRUCTION WORK HOURS 8:30 AJ.A. TO 3:30 P.M. WORK DATES ____ TO ___ _ CONSTRUCTION NOTES (THIS SHEET ONLY) OJ DELINEATORS SHALL BE PLACED AT 25' INTERVALS. 11] DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. SIGNS THIS SHEET C20(BIKE)( CA) CJO(CA) C30(BIKE)(CA) W4-2(RT) END ROAD WORK G2o-2 m C w ~ ";' TRAFFIC CONTROL DESIGN SPEED 00 ~ JEFFERSON STREET SOUTH = 40 MPH "° SPECIAL NOTES (THIS SHEET ONLY) 1. CONTRACTOR SHALL PREPARE ALL WORK AREAS IN JEFFERSON STREET AND ALONG PIPELINE ALIGNMENTS FOR THE CARLSBAD MARATHON ON JANUARY 23, 2011. CONTRACTOR SHALL PROVIDE FULL WIDTH OF ROAD AND A SAFE RUNNING SURFACE TO CARLSBAD MARATHON PARTICIPANTS. ROAD SURFACE ON JANUARY 23, 2011 SHALL HAVE NO ABRUPT EDGES, UN-UNIFORM SURFACES OR HAZARDS TO THE MARATHON PARTICIPANTS. 2. RESTORATION OF ROADWAY: THE CONTRACTOR SHALL REPAIR ALL EXISTING IMPROVEMENTS WITHIN THE RIGHT-OF-WAY NOT DESIGNATED FOR PERMANENT REMOVAL (TRAFFIC SIGNS, STRIPING, PAVEMENT MARKERS, PAVEMENT MARKINGS, LEGENDS, CURB MARKINGS, LOOP DETECTORS, TRAFFIC SIGNAL EQUIPMENT, ETC.) WHICH ARE DAMAGED OR REMOVED /J,S A RESULT OF OPERATIONS. REPAIRS AND REPLACEMENTS SHALL BE AT LEAST EQUAL TO EXISTING IMPROVEMENT. 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SIGNS PLACED WITHIN THE CITY OF OCEANSIDE OR WITHIN CALTRANS RIGHT OF WAY. ANY SUCH SIGNAGE SHALL RECEIVE APPROVAL FROM THE CITY OF OCEANSIDE OR CALTRANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL FROM CALTRANS FOR ANY SIGNAGE PLACED WITHIN CALTRANS RIGHT OF WAY. W20-1 W20-5(RT) >w20-1 \i'so· To BCR DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE 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 IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, /J,S ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ... - W20-1 150' TO BCR I ----------- ' ' t It I I ' ' I t t r-l W20-1 I ~~~-TO W20-1 150' TO BCR 40 W20-1 150' TO I BCR / I I I • I 0 80 100 CDP 09-03/SUP 09-01 NOTE FOR GENERAL NOTES AND LEGEND, SEE SHEET 39. SHEET NAME T-02 fSHrul CITY OF CARLSBAD fsHmsl l----+--+---------------1--+---+--I----I ~ ENGINEERING DEPARTMENT ~ l-----+----+---------------1~--+---+---l----j ~~ft. 8/25/10 ~ MARRON ROAD = 40 MPH ul----------------------,-----,--,-------------,..-----------.-------r------------------,---------------+----f--t-~------------+---+---f--+---'-1 P. KEATltfo R.C.E. 43595 DATE BROWN CALDWELL MPROVEMENT PLANS FOR: TRAFFIC STAGE 1 ~ 0 ~ ~ u ~ ro ~ LINSCOTT ,LAW & -GRHNSPAN LINSCOTT, LAW & GREENSPAN, ~NGINEERS 4542 Ruffner Street, Suite 100 Son Diego, Co 92111 (858)300-8800 CITY OF VISTA SANITATION DISTRICT -.: ro LJ / • ~ . . ~p9f11eers (858)300-8810 (FX) -~-------.---------,------1 J o: LLG 3-086353.1 134628-TOZ.DWG 8/26/10 ~ •• J ~ ;;: 11-c-------+-------+--------t LAWRENCE PIERCE. P.E. jc Designed By: SMK Drawn By: DVS Checke.d By: JPK DIRE~TO~ QF ENGINEERING ro cc ! 1 1 1 PJ·I i Ill! . ' ·,, IJ:, I ,jl DATE FINAL 0 WARNING 1/2 AND 9665 Chesapeake Drive, Suite 201 San Diego, Ca. 92123 S\JBl,IITTE[); DA'IE: PffO.ECf MANAGER APPROYEO: DA1E: BROI\H ANO C,1,L)WEl..l "AS BUil T" ~• ~~ ~j/f/lJ ~ APPROVED WILLIAM ~jefMfR P.E. 43 77'-EXP. ~'J 3J DATE l-----+---+--~------------1---+---+---l-----j 1--&~:z.:i:~~~,i;,~~,.,o::,,w'?".LL,,.L~=~~~~~~--O'l-l..f •/(j BUENA VISTA LJFr STATION FORCE MAIN ::::....:::;::=====....:'.:....===:___-.r;:R::::EVl:::E;:::W:::E-;:-D-;:B::;Y-: ----------i---_j--,h----.,.-,.-.-~=----------+---+-~---1---J ~D:::EP:::::U:::::TY:::::::::C:::::IT::::Y:::::E:::::NG::'l::':NE;:::E::::R:::::P:::E:::::2:::81::::76:::::::==:[XP::'/'::R[:::S:::::J:::.J:::'.l::::1::::2::::DA::::T[=: I AS-t3tJ/lT DWN BY: ---1 PROJECT NO. DRAWING NO. APPR0.-?:0: DA1t: I / c./ DATE INITIAL DATE INITIAL DATE INITIAL ............_ .:!> 2 ,. /3,. REVISION DESCRIPTION CRHVKWDD BBYY:---I 5508 462-5 DATE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL HORIZONTAL SCALE VERTICAL VISTA CIP NO. 8158 012512 CDP 09-03/SUP 09-01 FORCE MAIN CONSTRUCTION WORK HOURS WORK DATES 8:30 AJA. TO 3:30 P.M. ____ TO ___ _ CONSTRUCTION NOTES (THIS SHEET ONLY) IJ] DELINEATORS SHALL BE PLACED AT 25' INTERVALS. 11) DELINEATORS SHALL BE PLACED AT 1 O' INTERVALS. SIGNS THIS SHEET C30(CA) W4-2(LT) END ROAD WORK G2o-2 W11-1 SPECIAL NOTES (THIS SHEET ONLY) 1. CONTRACTOR SHALL PREPARE ALL WORK AREAS IN JEFFERSON STREET AND ALONG PIPELINE ALIGNMENTS FOR THE CARLSBAD MARATHON ON JANUARY 23, 2011, CONTRACTOR SHALL PROVIDE FULL WIDTH OF ROAD AND A SAFE RUNNING SURFACE TO CARLSBAD MARATHON PARTICIPANTS. ROAD SURFACE ON JANUARY 23, 2011 SHALL HAVE NO ABRUPT EDGES, UN-UNIFORM SURFACES OR HAZARDS TO THE MARATHON PARTICIPANTS. 2. RESTORATION OF ROADWAY: THE CONTRACTOR SHALL REPAIR ALL EXISTING IMPROVEMENTS WITHIN THE RIGHT-OF-WAY NOT DESIGNATED FOR PERMANENT REMOVAL (TRAFFIC SIGNS, STRIPING, PAVEMENT MARKERS, PAVEMENT MARKINGS, LEGENDS, CURB MARKINGS, LOOP DETECTORS; TRAFFIC SIGNAL EQUIPMENT, ETC.) WHICH ARE DAMAGED OR REMOVED AS A RESULT OF OPERATIONS. REPAIRS AND REPLACEMENTS SHALL BE AT LEAST EQUAL TO EXISTING IMPROVEMENT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SIGNS PLACED WITHIN THE CITY OF OCEANSIDE OR WITHIN CALTRANS RIGHT OF WAY. ANY SUCH SIGNAGE SHALL RECEIVE APPROVAL FROM THE CITY OF OCEANSIDE OR CALTRANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL FROM CALTRANS FOR ANY SIGNAGE PLACED WITHIN CALTRANS RIGHT OF WAY. W20-1 W20-5(LT) ,.. --,,, ---- ooN R0/\0 -------------==----=----- MA~-----_ : ~ "' J: .n ' N ~ 3 <{ ~ "' ~ a , , ,, - - ~----=-':;::::::="--------::::=:_.~-_:·--. -·-----~--~ _,...... ----------....--·~-- ----~ --=-~ .::::----:=;,~------~:...--------------" -.... __ ----=::; _. _. _:~:::::;: ~~~===· ~;,~i°;• ~M\~N~-\tt:.~:~=-=-=-=-=-=-=-=-=-=-=.,~-7;:_C~3:0_(~CA~-) ---=::::-~ --~-. ~~-=---___,__~ ----c-OJ-\ -~~~ --····~ 1 -,, .,,-.. -,_.... -------\ I _.,---...-~ ,_.. --------\ 100' OPENING I ,, .,,,,,. ---..--...-_ __.--____ __,J,,:-----_!c:C=-="-=='------,--:.--------..?f200, ...-~ =--------r,4rva~rvr ,,,-\ -- --..Q"/ / ,,,-\ ----- / __,, ~--a1t5' ~ / / ---,, I -~-\. / ~20-1 \ 150' TO BCR ~" / ,,;;; ,, / . A / / /,#/,, / / / - / ,-1? " -J'~ / , (,.-() h ;;o~ ,a.c:Js,; DECLARATION OF RESPONSIBLE CHARGE " I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS ~ t PROJECT, THAT I HAVE EXERCISED RESPONSIB~ CHARGE OVER J: THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF :; THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN ~ IS CONSISTENT WITii CURRENT STANDARDS. • > I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND ~ SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A ~ REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF I I I I W20-1 150' TO BCR 40 W20-1 150' TO I BCR / ' I I • I 0 ,, C30(CA). 6-1 ' 1 ,, jGRj 240 L.F. ,,,, , J €° ,c:-, -, .ff14! s,-~ ,<'t°t?. , r't'fr Sot\! , 60 So,, v7'1y PROPOSED FORCE MAIN ~ 1 ~ /; ~ // NOTE FOR GENERAL NOTES AND LEGEND, SEE SHEET 39. SHEET NAME T-03 ';' TRAFFIC CONTROL DESIGN SPEED I WORK, OP MY RESPONSIBILITIES FOR PROJECT DESIGN. ] JEFFERSON STREET SOUTH == 40 MPH $t::;,y ~ fsHEul CITY OF CARLSBAD fsHEIBl .. ~S. 8/25/10 ~ ENGINEERING DEPARTMENT ~ ~ I--M_A_R_R_O_N_R_O_A_D_-__ 4_0_M_P_H _______ __,,------------,,.--J---P-_K_EA_n_~--,o,--__ R_.c_.E_._4_3_59_5 __ -----,,--D_A_JE ____ -.------------------.-----------------+---.J---+--------------+--.J----l---+--l :;;;MP;;R;;;O~;;;EM;;EN;;T;;;:PLA~N;;;;S:;;FO;;R;;=· =:;T~RAF::;:;;F;;:IC;:=====-'==~ 15 £. ~ ~ ro .P • LINSCOTT, IJ\W & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 (B58}300-8800 CITY OF VISTA SANITATION Dl$TRICT L :'l ~ ~ (858)300-8B10 (FX) 0 i-L-L_G_3_--08_6_3-53-.1--.--13_4_6_28---T-03-.D-W-G--.----8-/2_S_/_10-----1 -d. j f5!L_ ;: •.. LAWRENCE PIERCE, P.E. f Designed By: SMK Drown By: DVS Checked By: JPK DIRECTOR OF. ENGINEERING 0 II I FINAL 0 WARNING 1/2 BROWN AND CALDWELL 9665 Chesapeake Drive, Suite 201 San Diego, Ca. 92123 SU8MllllD: DATE: PRDJfCT h!ANAGER APPROYED: DATt: f!RCffi ,"."ID CM.D~ "AS BUILT" ~__()~ STAGE 2 6/11/JJ BUENA VISTA LIFT STATION FORCE MAIN APPROVED WILUAM E. PLU MER P.E. "'1]77l.. EXP. &/J--45 DA TE , .,,,_,, APPROY£01 DATE: HORIZONTAL 7-' ./L/..:. • ~ =~=,======_::=-===:___-f;:;::;-;;;:;;;;:~;::-------------1--__jf----h---,.,.--,.-;-:,,-;-:;,----------l-----t--l---+----l DEPUTY CITY ENGINEER PE 28176 REVIEWED BY: / 4S-8//IL T SCALE VERTICAL C. IM. J, [2ft' / 1 ~ DATE IN ECTOR DATE ENGINEER OF WDRK INITIAL REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTllER APPROVAL CITY APPROVAL DWN BY: DVS CHKD BY: JSM RVWD BY: JPK PROJECT NO. 5508 DRAWING NO. 462-5 VISTA CIP NO. 8158 012s12 FORCE MAIN CONSTRUCTION WORK HOURS 8:30 A.M. TO 3:30 P.M. WORK DATES ____ TO---~ CONSTRUCTION NOTES (THIS SHEET ONLY) IJJ DELINEATORS SHALL BE PLACED AT 25' INTERVALS, SIGNS THIS SHEET END ROAD WORK Gzo-2 W4-2(Ll) W20-1 W20-5(Ll) I !:!l -< Q::' oo 0~ 01.u :5s: SPECIAL NOTES (THIS SHEET ONLY) 1. CONTRACTOR SHALL PREPARE ALL WORK AREAS IN JEFFERSON STREET AND ALONG PIPELINE ALIGNMENTS FOR THE CARLSBAD MARATHON ON JANUARY 23, 2011. CONTRACTOR SHALL PROVIDE FULL WIDTH OF ROAD AND A SAFE RUNNING SURFACE TO CARLSBAD MARATHON PARTICIPANTS. ROAD SURFACE ON JANUARY 23, 2011 SHALL HAVE NO ABRUPT EDGES, UN-UNIFORM SURFACES OR HAZARDS TO THE MARATHON PARTICIPANTS. 2. RESTORATION Of ROADWAY: THE CONTRACTOR SHALL REPAIR ALL EXISTING IMPROVEMENTS WITHIN THE RIGHT-OF-WAY NOT DESIGNATED FOR PERMANENT REMOVAL (TRAFFIC SIGNS, STRIPING, PAVEMENT MARKERS, PAVEMENT MARKINGS, LEGENDS, CURB MARKINGS, LOOP DETECTORS, TRAFFIC SIGNAL EQUIPMENT, ETC.) WHICH ARE DAMAGED OR REMOVED AS A RESULT OF OPERATIONS. REPAIRS AND REPLACEMENTS SHALL BE AT LEAST EQUAL TO EXISTING IMPROVEMENT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SIGNS PLACED WITHIN THE CITY OF OCEANSIDE OR WITHIN CALTRANS RIGHT OF WAY. ANY SUCH SIGNAGE SHALL RECEIVE APPROVAL FROM THE CITY OF OCEANSIDE OR CALTRANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL FROM CALTRANS FOR ANY SIGNAGE PLACED-WITHIN CALTRANS RIGHT OF WAY. \ I I (j) W20-1 1 / 't I 150' TO f BCR -...___ _____ _ ~0-2 I I I I I ?J I -..l o:> 500' 500' \ CDP 09-03/SUP 09-01 . 500' I I I I I W20-1 I I --t. -, --I _ W20-5(Ll) --t. ro 0 u "- ,:: ., 0 ~ E ro ~ w :;: ~ TRAFFIC CONTROL DESIGN SPEED ~ ~ · JEFFERSON STREET SOUTH = 40 MPH -~ I -.. .. .. .. ► G20-2,_ _____ _::. _ _J_ DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE 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 IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ~~.9. B/25/10 P. KEATlfQG R.C.E. 43595 DATE -.. ,$' -@--------~,$'===:::::;:::;:.r...=·· ··=""··=;_,.~-=====~ .. .. -~ ,$' 'N ST EET S I I \ I \ \ I I ~ FINAL BROWN AND CAL D WE LL "AS BUILT" "--' LINSCOTT, LAW & GREENSPAN, ENGINEERS CITY OF VISTA WARNING 9665 Chesapeake Drive, Suite 201 ,$' ~ ® ;- UTH 40 .,. .. • • NOTE FOR GENERAL NOTES AND LEGEND, SEE SHEET 39. SHEET NAME T-04 fSHml CITY OF CARLSBAD fsHEilll 1-----+---t--------------t----t----t-----i-------; ~ ENGINEERING DEPARTMENT ~ 1-----+--➔--------------i----t----t---t------J IMPROVEMENT PlANS FOR: TRAFFIC STAGE 2 SUBl,ITT£0: PIWJECf l,IAW:Gi'lt DAm ~ 4542 Ruffner Street, Suite 100 SANITATION DISTRICT O 112 1 San Diego, Ca. 92123 '1)-_!J~ 1/lf/l:J ~ San Diego, Ca 92111 -APPROVED WILLJAM E. PLUMMER :3 (B56)300-8800 (B58);300-B810 (FX) P,E. ,f]'11l. EXP. f/:i3/'J DATE l-4~~'/~€,._~0J'!'!'i!~!o'1·,-..l-c.~~~'./~1!!!<~s!,:;!S~.'-::-:----=-==0?,:/,f•/tJ BUENA VISTA LIFT STATION FORCE MAIN AFPROVEP: DAm IF TI·IIS BAR DOES BROI\N AND CALD\IIELL ,\fPl\01/tDt ""' NOT MEASURE 1" THEN DRAWING IS HORIZONTAL NOT TO SCALE. SCALE VERTICAL i 1-------....-------....---,-------; 1----=:::::-=;======-=-===-----J--::::::-::::::=--:::-:--------------:t-:::_-:::_-:::_-:::_t-:::_-:::_-:::_1~-=--=-:.=~:::.=-:::..-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_~c..-=--=--=-~~-=--=--=-t-=--=--=--=-t-=--=-~ DEPUTY CITY ENGINEER PE 28176 EXPIRES J 31 12 DA1f ~---.. :,,.._,. _LL_G_.3_-_o_as_.3_5.3_._1 ___ 1_.34_s_2_a-_T_□_4._ow_G ___ ~s_/_25_/_1_0 _ __, --~~::::::::::~~=:-.........-ti~,/,., REVIEWED BY: DATE INITIAL 5-f}tl/t.T DATE INITIAL DATE INITIAL DWN BY: ovs PROJECT NO. I DRAWING NO. ~ , LAWRENCE PIERCE, P.E. -oAre: 3 /z..v/, '!> ENGINEER oF woRK REv1s1ON DESCRIPTION ornER APPROVAL ciw APPROVAL ~~~g ~~~ ~~~ 5508 _ 462-5 f Designed By. SMK Drawn By. DYS Checked By. JPK oif{EcTOR OF ENGINEERING DATE ~----- ci',i;;;;;~~~------~~~~~~~~~~----~~--~~~;;;;;;;;~_;;;;;--~.iiiiiiiiiiiiii.iiiiiiiiiiiiii.iiiiiiiiiiiiii;;;;;;~~~~----~--;;;;;:;----~--;;;;;;;.;;;;;;;;;;;;,;;;;;;;;;;;;;;;;;;;;_;;;;;~.iiiiiiiiiiiiii~.iiiiiiiiiiiiii~.iiiiiiiiiiiiii.iiiiiiiiiiiiii.iiiiiiiiiiiiii.iiiiiiiiiiiiii~~~~~ · VISTA CIP NO. 8158 012512 FORCE MAIN CONSTRUCTION WORK HOURS WORK DATES 8:30 A.M. TO 3:30 P.M. ____ TO ___ _ SIGNS THIS SHEET C30(CA) ~R3-I CONSTRUCTION NOTES (THIS SHEET ONLY) (}] DELINEATORS SHALL BE PLACED AT 25' INTERVALS. (II DELINEATORS SHALL BE PLACED AT 10' INTERVALS. III NORTHBOUND LEFT TURN SIGNAL INDICATION AND MAST ARM MOUNTED SIGN SHALL BE COVERED FOR THIS PHASE. [Ij CHANGEABLE MESSAGE SIGN TO BE PLACED TWO WEEKS PRIOR TO START OF JEFFERSON STREET WEST CLOSURE. W9-3 W20-5(LT)MOD SPECIAL NOTES (THIS SHEET ONLY) ~~18 MARRON ~~------~--===----:----.:....---. .. ~=::=,.,.._ ---R5-1 R5-1 a ____ ---~ END ROAD WORK G2o-2 W20-1 RIGHT LANE ROAD CLOSED ·G20--~ -< ---~ . .::;~~;:: L...::====::::.......J -------------=--==~~----==c,,,::::~~.,::~-~~~~----- MUST R3-7(RT) R11-2 ______.,..... --=-;~-;-:;-=-~·--...--::==--:::-~-~~~~~-~-=--~:--~♦-=._t!R3~-::_!1~ ~~:;;;.;~-:::.--~~ -----~ --~ .....----:::::· ---.. --=--.,_,_~~-~~ -------=~:;-;· --~--==,,,_,, --r ~-.:c ---==:::::::::-~_,,,,--=-r1 ~~:_; _; _; _; _; _;; _; _;; _;; _:_:_:_:_:_:.:.=-=-=-=•.=::_:~ ---ill- TURN RIGHT .J :;:: :,; ;,: ' -.,., .u .u " 1 " .,, g ---.. . -==--..-::%------= ---~~ -------..,,----------.... -----~ ----·-----~ ~ -~ , ~~-~ I ---~ --~ --~ ,, -AY.,' / / ---=----\ / --~ -=------ / -------/ ,/ ,, , / ,, / , , ~~/ /,, / /2":-?20r \ / _,,.~-\ _/ , / , ' / /~/,, ,d ,, s-r~fMS 4 "' ' 'q_.'f' ' ~20-1 \iso· TO BCR -- ; DECLARATION OF RESPONSIBLE CHARGE ~ >= I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS t PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER · f: THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF .·;;;i THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN ~ IS CONSISTENT WITH CURRENT STANDARDS. ... ~ I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND ~ TRAFFIC CONTROL DESIGN SPEED SPECIFICATIONS BY THE CllY OF CARLSBAD IS CONFINED TO A I W9-3 PROPOSED FORCE MAIN R5-1 R5- I I I I m~ ------L R11 ®---- III 40 100 CDP 09-03/SUP 09-01 -----=:::::::.___ PROPOSED • ---FORCE MAIN -- I NOTE FOR GENERAL NOTES AND LEGEND, SEE SHEET 39. SHEET NAME T-05 · ... ~:.,.~··, JEFFERSON STREET SOUTH = 40 MPH REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF _ WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ··•~ JEFFERSON STREET WEST = 40 MPH ff~s. 8/25/10 ~ c11x1N£!:G ~:~k~~AD ~ 31-M_A_R_R_O_N_R_O_A_D_-__ 4_0_M_P_H _______ --,,-___________ .diN __ P._K_EA_n_n,o,-__ R_.c_._E._43_ss_s ___ rD_A_TE ____ .------------------------==--=----=-----.----------------+--+--+----------------1---t----t-----t----i IMPROVEMENT PLANS FOR: ·. J FINAL B R O W N AND C A L D W E L L $ LINSCOTT, IJ,..W & GREENSPAN, ENGINEERS CITY OF VISTA WARNING 9665 Chesapeake Drive, Suite 201 i 4542 Ruffner Street, Suite 100 SANITATION DISTRICT O ,;z 1 San Diego, ca. 92123 .~ San Diego, Co 92111 • · c. (858}300-8800 ! (858};J00-8810 (FX) SIJBMITTrO, PRO.EC,-MANAiil:fi DAlES APPROVED: GRO~ m~ i3:a:rnm DAlES "AS BUil T" :)~ P,E. -fJ7]'t, 6/lf/lJ DATE TRAFFIC STAGE3 BUENA VISTA LIFT STA TJON FORCE MAIN APPROVED WILLIAM f:.J?J-UMMER <t 11--------,--------"T"""---,--------1 -<E· LLG 3-086353.1 134628-T05.DWG 8/25/10 r/:r,!to IF THIS BAR DOES ,t.,FPRO',tll: PATEi NOT MEASURE 1" THEN DRAWING IS t----+----t---------------i-------i---+----+----1 1~&u.~,1,~~~;,?A+..:_·L/_,_,~~a;,~~11i!<•t!1'"•>"."'7'.L._ ____ O?-l,4 -L< 1--....:::=-=;=:====::....:~===----1--::::::::-::::::::;:---;:::-::-------------\---1-----+---""""",.......,,""""=----------J---1------l--------if---~ DEPUTY CITY ENGINEER PE 2B176 EXPIRES J JI 12 DATE REVIEWED BY: i--,=c-+='7""'t'""/......_,.,4,_,,$'--·--"'/:J,""V,""1/l""T _________ -t--;::-:-:;:::--l-;:;;:;:;:;--t---;::-:;;::----t-=:c-i DWN BY: DVS PROJECT NO. DRAWING NO. ' '). ,/.a-------+--------+---,-----~ ~ .· .. j '>;.i ·•1r: ,,.· ~ ,.,, <<:fl" i ,;• Designed By: SMK Drawn By: DVS Chec~ed By: JPK LAWRENCE PIERCE, P.E, DIRECTOR OF ENGINEERING DATE NOT TO SCALE. SCALE HORIZONTAL VERTICAL ii?P~RkY.J......., .3/~~~E3 EN~~~~R o~Nl:;~K REVISION DESCRIPTION 1-0-:-;-'--AP'---P1 ;-~:- 1:-~+-~-~1<-Y_AP,_P_l;~-::-L, ~~~g ~{ j~~ 5508 462-5 VISTA CIP NO. 8158 012512 ro 0 u z 0 0 N "' N "' 0 CONSTRUCTION NOTES (THIS SHEET ONLY) I DJ DELINEATORS SHALL BE PLACED AT 25' INTERVALS. m CHANGEABLE MESSAGE SIGN TO BE PLACE6 TWO WEEKS PRIOR TO START OF JEFFERSON S~REET WEST CLOSURE. · · ~ TRAFFIC CONTROL DESIGN SPEED ~ SIGNS THIS SHEET END ROAD WORK G2o-2 W4-2(RT) 150' TO W20-1 W20-5(RT) I ~ -<Q:' QCl Os <:) uJ :Ss; SPECIAL NOTES (THIS SHEET ONLY) 1. CONTRACTOR SHALL PREPARE ALL WORK AREAS IN JEFFERSON STREET AND ALONG PIPELINE ALIGNMENTS FOR THE CARLSBAD MARATHON ON JANUARY 23, 2011. CONTRACTOR SHALL PROVIDE RJLL WIDTH OF ROAD AND A SAFE RUNNING SURFACE TO CARLSBAD MARATHON PARTICIPANTS. ROAD SURFACE ON JANUARY 23, 2011 SHALL HAVE NO ABRUPT EDGES, UN-UNIFORM SURFACES OR HAZARDS TO THE MARATHON PARTICIPANTS. 2. RESTORATION OF ROADWAY: THE CONTRACTOR SHALL REPAIR ALL EXISTING IMPROVEMENTS WITHIN THE RIGHT-OF-WAY NOT DESIGNATED FOR PERMANENT REMOVAL (TRAFFIC SIGNS, STRIPING, PAVEMENT MARKERS, PAVEMENT MARKINGS, UEGENDS, CURB MARKINGS, LOOP DETECTORS, TRAFFIC SIGNAL EQUIPMENT, ETC.) WHICH ARE DAMAGED OR REMOVED AS A RESULT OF OPERATIONS. REPAIRS AND REPLACEMENTS SHALL BE AT LEAST EQUAL TO EXISTING IMPROVEMENT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR Alff SIGNS PLACED WITHIN THE CITY OF OCEANSIDE OR WITHIN CALTRANS RIGHT OF WAY. ANY SUCH SIGNAGE SHALL RECErvE APPROVAL FROM THE CITY OF OCEANSIDE OR CALTRANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL FROM CALTRANS FOR ANY SIGNAGE PLACED WITHIN CALTRANS RIGHT OF WAY. \ I \ \ (j) W20-1 1 I 't I BCR ---------~0-2 -;o I I I -..l I I J--,--' I rJJjJ I 500' -- .. .. ► ... I I I _ W4-2(RT) \ I I I I \ I 500 0) I I I I I \I -bz. -.§ R --.. '-7===========::::=:::~=~====~~==========~~ -1 -.. ... ... ·~ ... --· .... --= ,, ,. --®--~ ... ~:-:-~---5-~~!~~~~:=:_=:= _______ -~:~-.J.__~ ® 500' I ___ -,-________ nmcMS --. -- .. .. .. ,. ,. JEFF R 'N ST EET s UTH 'o:G220-o-~2:r---..::►~-lJ,~~-=--=-:.:.:_-_-,--/ ,,....-=========::=:.::======-::~~$=~=~=;=::;=:;::::========-======-==l..,.._ _____ ============= ----------- DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE 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 I I I I NORirl ? $ £Y I ! 40 0 40 60 CDP 09-03/SUP 09-01 NOTE SHEET NAME FOR GENERAL NOTES AND LEGEND, T Q6 SEE SHEET 39. - I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 1-----+--+-----------~+--+---t-----+----I ~ ci1r1N£RtG ~E¾A~~~~AD ~ ~~_g, 8/25/10 ~ JEFFERSON STREET SOUTH = 40 MPH '--'l----------------f------,-----------,---------.----------.-------.---------------'--------.-----------------11---+---+-----------------l--+---+-___;1----I ~ '-0 P. KEATl{<IG R.C.E. 43595 DATE FINAL BROWN AND CALDWELL MPROV£M£Nr PLANS FOR: TRAFFIC STAGE3 i LINSCOTT, LAW & GREENSPAN,. ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 {858)300-8B00 (B58~300-8B 10 (FX) ' ~ Designed By. SMK Drown By. DVS Che,ked By. JPK ,. 11 CITY OF VISTA SANITATION DISTRICT rv) w': UL...::... LAWRENCE PIERCE. P.E. DIRECTOR OF ENGINEERING I ; ! 11111 I J~,b-, DATE WARNING 0 1/2 "AS BUil T" 9665 Chesapeake Drive, Suite 201 San Diego, Ca. 92123 .Jlo C_,;~ 'Pf/l'J BUENAVISTAL/FTSTATIONFORCEMAIN APPROVE_D WILLIAM E.~£R P.E. -fJ 77l. EXP. 6/;'15 DATE /J?_,,._?/ _,. ,~ ~PY ,r, ~• . "•1. ==--=:,:::=====~::._::===-----r,;;::-;-;;~~~----------7---t-----t-x--c...-=,-,,--..---------+----i--t--+-~ DEPUTY CITY ENGINEER PE 28175 REVIEWED BY: ,4S-8U//..T DWN BY: ovs PROJECT NO. 1-----------------1 IN£tc$ii IIY!'-L' "'· 3 /zD~~3 EN~~:R o~Ni:~K REVISION DESCRIPTION 0:~ APP 1 ;~::~ ~~T~ APP 1 ;~::~ ~~~g ~~: j~~ 5508 I DRAWING NO. 462-5 VISTA CIP NO. 8158 012512 0 u ~ 0 J._ fORCE MAIN CONSTRUCTION WORK HOURS 8:30 A.M. TO 3:30 P.M. SPECIAL NOTES (THIS SHEET ONLY) 1. CONTRACTOR SHALL PREPARE ALL WORK AREAS IN JEFFERSON STREET AND ALONG PIPELINE ALIGNMENlS FOR THE CARLSBAD MARATHON ON JANUARY 23, 2011. CONTRACTOR SHALL PROVIDE FULL WIDTH OF ROAD WORK DATES ____ TO ___ .._ CONSTRUCTION NOTES (THIS SHEET ONLY) OJ DEUNEATORS SHALL BE PLACED AT 25' INTERVALS. (!] CONTRACTOR SHALL MAINTAIN ACCESS TO DRIVEWAY DURING CONSTRUCTION. AND A SAFE RUNNING SURFACE TO CARLSBAD MARATHON PARTICIPANlS. ROAD SURFACE ON JANUARY 23, 2011 SHALL HAVE NO ABRUPT EDGES, UN-UNIFORM SURFACES OR HAZARDS TO THE MARATHON PARTICIPANlS. SIGNS THIS SHEET END ROAD WORK G2o-2 ROAD CLOSED R11-2 NOTE FOR DETOUR PLAN, SEE SHEET 48. W20-1 W20-3(1000) W20-3 2. RESTORATION OF ROADWAY: THE CONTRACTOR SHALL REPAIR ALL EXISTING IMPROVEMENlS WITHIN THE RIGHT-OF-WAY NOT DESIGNATED FOR PERMANENT REMOVAL (TRAFFIC SIGNS, STRIPING, PAVEMENT MARKERS, PAVEMENT MARKINGS, LEGENDS, CURB MARKINGS, LOOP DETECTORS, TRAFFIC SIGNAL EQUIPMENT, ETC.) WHICH ARE DAMAGED OR REMOVED AS A RESULT OF OPERATIONS. REPAIRS AND REPIJ\CEMENTS SHALL BE AT LEAST EQUAL TO EXISTING IMPROVEIAENT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SIGNS PLACED WITHIN THE CITY OF OCEANSIDE OR WITHIN CALTRANS RIGHT OF WAY. ANY SUCH SIGNAGE SHALL RECEIVE APPROVAL FROM THE CITY OF OCEANSIDE OR CALTRANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL FROM CALTRANS FOR ANY SIGNAGE PLACED WITHIN CALTRANS RIGHT OF WAY. 500' DECLARATION OF RESPONSIBLE CHARGE I I HEREBY DECLARE THAT I AM TI-IE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER I THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN · 1 IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND ~ TRAFFIC CONTROL DESIGN SPEED I SPECIFICATIONS BY THE CITY or CARLSBAD 1s CONFINED To A ~ REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF ------------= -- I I I I ,_j ___ I 40 0 I I I CDP 09-03/SUP 09-01 --------- 12• MIN, I --------- I I NOTE FOR GENERAL NOTES AND LEGEND, SHEET NAME ~ JEFFERSON STREET SOUTH = 40 1 MPH WORK, or MY RESPONSIBILITIES FOR PROJECT DESIGN. i JEFFERSON STREET WEST = 40 MPH $1:~g_ 8125110 fsHml CITY OF CARLSBAD fsHru'sl s MARRON ROAD = 40 MPH . --~ ENGINEERING DEPARTMENT ~ ;} l------------------,----....-------------J __ P._K_EA_:r_Jf4_Gr-__ R_.c_.E_. _4_35_9_5 ___ rD_A_TE ___ --,-----------------....---------------+---;--+--------------+---+-----Jf---+---i MPROVEMENfPLANS FOR: TRAFFIC 80 100 SEE SHEET 39. T-07 .·t FINAL BROWN AND CALDWELL "AS BUILT" STAGE4 5 LINSCOTT, IJ,..W & GREENSPAN, l;:NGINEERS CITY OF VISTA WARNING 9665 Chesapeake Drive, Suite 201 ~ 4542 Ruffner Street, Suite 100 SANITATION DISTRICT ~~ofESs, 0 1/2 1 San Diego, Ca. 92123 1'>,. r \ /'£~A ~ -1: San Diego, Ca 92111 ~~-Kt~,,._ no-v~ - ; (858)300-8800 (858)3p0-8810 (FX} ~ 111 43595 ~ u Det=. 31, 2 ~-------..-------..-------.P ~ LLG 3-086353.1 134628-TOS.DWG ~/26/10 ~~:;;;;;f~-=-~-:=-JDz.:_.~~::::::__- ,. D DV ' LAWRENCE PIERCE:, P.E. £ Designed By: SMK rawn By: S Checked By: JPK DIRECTOR OF ENGINEERING ii, I ,/4,b· DATE "'''"""' PRo..ECT l,IAUAGE.ff ""' APPROVED: O>.~ IF THIS BAR DOES BRGl'oN At.ll CAL0\\t!J. APPROVED: ""' NOT MEASURE 1" TI-IEN DRAWING IS HORIZONTAL NOT TO SCALE. SCALE VERTICAL P.E. 43?71!., REVIEWED BY: 'Y~~J,. ,. 6pf/,J DATE 3/~IJ"/1_3 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DA TE INITIAL CITY APPROVAL DWN BY: DVS CHKD BY: JSM RVWD BY: JPK PROJECT NO. 5508 DRAWING NO. 462-5 VISTA CIP NO. 8158 012512 I I I I I w ]: ! I FORCE MAIN CONSTRUCTION WORK HOURS 8:30 A.M. TO 3:30 P.M. WORK OATES ____ TO ___ _ SIGNS THIS SHEET IEND7 ~M4-8a ROAD CLOSED TO R11-4 THRU TRAFFIC '_.,T_. ; .,-=Olli:■ M4-1o(LT) l+oErouRI sc3(CA) M4-10(RT) C30(CA) R.C.E. 43595 W20-1 8/25/10 DATE CONSTRUCTION NOTES (THIS SHEET ONLY) OJ CONTRACTOR SHALL MAINTAIN ACCESS TO DRIVEWAYS DURING CONSTRUCTION. [I} DELINEATORS SHALL BE PLACED AT 25' INTERVALS. @J SEE DETOUR PLAN THIS SHEET. (±] CHANGEABLE MESSAGE SIGN TO BE PLACED TWO WEEKS PRIOR TO START OF JEFFERSON STREET WEST CLOSURE. W20-2 TRAFFIC CONTROL DESIGN SPEED JEFFERSON STREET WEST = 40 MPH 1,.INSCOTT, LAW & GREENSPAN, ENGINEERS 41342 Ruffner Street, Suite 100 CITY OF VISTA SANITATION DISTRICT San Diego, Ca 92111 (858)300-8800 ' ' ' (858)300-8810 (Fl<) I I SC3(CA) FINAL 0 WARNING 1/2 SC3(CA) SC3(CA) 78 SR 78 MARRON RO ~4-IO(LT) C3(CA) DETOUR PLAN @J NOT TO SCALE BROWN AND CALDWELL 9665 Chesapeake Drive, Suite 201 San Diego, Ca. 92123 SUBl,Unt:0: D,",lE: PRO..ECT MANAGER APPROv'ED: DATE: BROIWII AND CALDWELL SPECIAL NOTES (THIS SHEET ONLY) 1. CONTRACTOR SHALL PREPARE ALL WORK AREAS IN JEFFERSON STREET AND ALONG PIPELINE ALIGNMENTS FOR THE CARLSBAD MARATHON ON JANUARY 23 2011. CONTRACTOR SHALL PROVIDE FULL WIDTH OF ROAD AND A SAFE RUNNING SURFACE TO CARLSBAD MARATHON PARTICIPANTS. ROAD SURFACE ON JANUARY 23, 2011 SHALL HAVE NO ABRUPT EDGES, UN-UNIFORM SURFACES OR HAZARDS TO THE MARATHON PARTICIPANTS. 2. RESTORATION OF ROADWAY: THE CONTRACTOR SHALL REPAIR ALL EXISTING IMPROVEMENTS WITHIN THE RIGHT-OF-WAY NOT DESIGNATED FOR PERMANENT REMOVAL (TRAFFIC SIGNS, STRIPING, PAVEMENT MARKERS, PAVEMENT MARKINGS, LEGENDS, CURB MARKINGS, LOOP DETECTORS, TRAFFIC SIGNAL EQUIPMENT, ETC.) WHICH ARE DAMAGED OR REMOVED AS A RESULT OF OPERATIONS. REPAIRS AND REPLACEMENTS SHALL BE AT LEAST EQUAL TO EXISTING IMPROVEMENT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SIGNS PLACED WITHIN THE CITY OF OCEANSIDE OR WITHIN CALTRANS RIGHT OF WAY. ANY SUCH SIGNAGE SHALL RECEIVE APPROVAL FROM THE CITY OF OCEANSIDE OR CALTRANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL FROM CALTRANS FOR ANY SIGNAGE PLACED WITHIN CALTRANS RIGHT OF WAY. COP 09-03/SUP 09-01 NOTE FOR GENERAL NOTES ANO LEGEND, SEE SHEET 39. SHEET NAME T-08 f"sHEErl CITY OF CARLSBAD fSHEiliJ 1-----+--+--------------+--+-----t--------1----1 ~ ENGINEERING DEPARTMENT ~ "AS BUil T" 1-------------+-----+-----------------t---+----+----<-----I MPROVEMENf Pl.ANS FOR: TRAFFIC STAGE4 BUENA VISTA LIFT STATION FORCE MAIN 1-----+--+--------------+--+-----t-------1----1 APPROVED WILLIAM f. UMMER APPROll£0: DA'IE: P.E. ---fXP. ---DATE ;J:, ~ ~~"k-~----=:==--::o/.---lF·ft? =::..::~=====-=:..:::==---r.::R:::EV::IE:::WE:::D;:--;::B::-Y:----------7-----l-----l------------------l-----ll--+---+----J DEPUTY CITY ENGINEER PE 2817 EXPIRES J JI 12 DATE" l---cc---,c-+=cc-+--------------+--+---,,-----t-----/----l DWN BY: DVS PROJECT NO. DRAWING NO. HORIZONTAL SCALE VERTICAL DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REv,s1ON DESCRIPTION f-0-TH-ER-AP'-PR-OV-,A-L +---c-,T-Y _AP.L.P-RO-VA_L .... ~~ ir ~~~ 5508 462-5 INSPECTOR DATE VISTA CIP NO. 8158 ;? 0 N ,._ FORCE MAIN CON~TRUCTION ' WORK HOURS WORK DATES 8:30 A.M. TO 3:30 P.M. I ----TO ' SIGNS THIS SHEET END ROAD WORK G2o-2 ROAD CLOSED TO THRU TRAFFIC R11-4 RIGHT TURN ONLY R41(CA) Ill SPECIAL NOTES (llilS SHEET ONL:1 1. CONTRACTOR SHALL PREPARE ALL WORK AREAS IN JEFFERSON STREET AND ALONG PIPELINE ALIGNMENTS FOR lliE CARLSBAD MARAlliON ON JANUARY 23, 2011. CONTRACTOR SHALL PROVIDE FULL WIDlli OF ROAD AND A SAFE RUNNING SURFACE TO CARLSBAD MARATHON PARTICIPANTS, ROAD SURFACE ON JANUARY 23, 2011 SHALL HAVE NO ABRUPT EDGES, UN-UNIFORM SURFACES OR HAZARDS TO lliE MARAlliON PARTICIPANTS. 2, RESTORATION OF ROADWAY: lliE CONTRACTOR SHALL REPAIR ALL EXISTING IMPROVEMENTS WITHIN lliE RIGHT-OF-WAY NOT DESIGNATED FOR PERMANENT REMOVAL (TRAFflC SIGNS, STRIPING, PAVEMENT MARKERS, PAVEMENT MARKINGS, LEGENDS, CURB MARKINGS, LOOP DETECTORS, TRAFFIC SIGNAL EQUIPMENT, ETC.) WHICH ARE DAMAGED OR REMOVED AS A RESULT OF OPERATIONS. REPAIRS ANO REPLACEMENTS SHALL BE AT LEAST EQUAL TO EXISTING IMPROVEMENT, 3. lliE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SIGNS PLACED WITHIN lliE CITY OF OCEANSIDE OR WlllilN CALTRANS RIGHT OF WAY. ANY SUCH SIGNAGE SHALL RECEIVE APPROVAL FROM THE CITY OF OCEANSIDE OR CALTRANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL FROM CALTRANS FOR ANY SIGNAGE PLACED WlllilN CALTRANS RIGHT OF WAY, --~ PROPOSED ------!_DRCE MAIN CONSTRUCTION NOTES (THIS SHEET ONLY} OJ CHANGEABLE MESSAGE SIGN TO BE PLACED TWO WEEKS PRIOR TO START OF JEFFERSON STREET WEST CLOSURE. (I] DEUNEATORS SHALL BE PJ.o\CED AT 1 O' INTERVALS. --------------------- ---------------------- CDP 09-03/SUP 09-01 W20-1 1~ IR3-5(Ll) ONLY W20-3 ROAD CLOSED R11-2 DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM lliE ENGINEER OF WORK FOR llilS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF lliE PROJECT AS DEFINED IN SECTION 6703 OF lliE BUSINESS AND PROFESSIONS CODE, AND THAT lliE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT lliE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ~&.ut~ 8/25/10 J ~ KEATliifG R.C.E. 43595 DATE CITY OF VISTA SANITATION DISTRICT fESSJ • Kt,1 0 WARNING 1/2 1 ,:, ~":i c;;,%- ~ 43595 ~ * Exp, Dec. 31, 2010 :::o-IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE. 9665 Chesapeake Drive, Suite 201 Slln Diego, Ca. 92123 SIJ[l~ITTtO: PRKtct 1,!AHAGER "'" APPROVED: BR6vik AND CAL.O\IEU.. OAID "AS BUil T" :]---0~ P.E. 'f111t.. I I I I I DATE @"~-----' ' ' '-,,' :t ' ----..._ -........:,, ~-' '>:::---.... ' ,· ' ►'--., ,- ' ',j:. ',., '--""--"-.. ,.J. ' ',, ',, '- /:', '-,,~,' SJ'.b ~I?. ' ~"' ' , r~~r s01\1 _ , , ~ Soul'f; ~~ -. \ ~' NOTE FOR GENERAL NOTES AND LEGEND, SEE SHEET 39. MPROVEMENT PLANS FOR: TRAFFIC STAGE 5 SHEET NAME T-09 BUENA VISTA LIFT STATION FORCE MAIN VED WILLIAM £ lUMMER APPROVED: DAlE: HORIZONTAL m.._' £_~_-·'!--'z:4'l.~~'--===----v9-l-t-/tJ l---..:::=-=,:=====_.::'.'....===--r;::;:;:;:-::;;:;::-;;-::;-----------;_ _ _j __ j_,_~..----..-.-.=~----------l---J--l----1----J DEPUTY CITY ENGINEER PE 28176 EXPIRES J JI 12 DATE REVIEWED BY: //S-t3t//t.T SCALE VERTICAL J l--~-l---,--Jl~=-"""""-!:c!.... ________ +---l---1---1----1 DWN BY: DVS -sz / ,._J DATE INITIAL DATE INITIAL DATE INITIAL 1----------------1 INSOCCTO~ IIV!.,.. ·3 A;frf!t ENGINEER OF WORK REVISION DESCRIPTION f-0-'-TH--'ER=-A--'P-"PR'--OVC-.:AL=-+-.:.;Cl.;_;TY=-A-'PP_;;_R:;.;_OV::.::AL=--r ~~~g ~i: j~~ PROJECT NO. 5508 DRAWING NO. 462-5 VISTA CIP NO. 8158 I o12s12 V) 0 l~ ~ G) .j::> --.J .j::> 0 O'I -+, IV .j::> ,•~ 00 .... ro 0 u .z 0 .., :r: ~ X ' ~ .,, f'ORCE MAIN CONSTRUCTION . . WORK HOURS 8:30 A.M. TO 3:30 P.M WORK DATES ____ TO ---+- SIGNS THIS SHEET fEND7 ~M4-8a ROAD riLOSf D R11 _4 THRU TRAFFIC ' I M4-1o(LT) .DETOU~ SC3(CA) ROAD CLOSED M4-10(RT) R11-2 C30(CA) CONSTRUCTION NOTES (TI-HS SHEET ONLY) OJ CONTRACTOR SHALL MAINTAIN ACCESS TO DRIVEWAYS DURING CONSTRUCTION. (!] DEUNEATORS SHALL BE PLACED AT 25' INTERVALS. I}] SEE DETOUR PLAN THIS SHEET. li) CHANGEABLE MESSAGE SIGN TO BE PLACED 1WO WEEKS PRIOR TO START OF JEFFERSON STREET WEST CLOSURE. W20-1 W20-2 ® I]] ~~/p -~ 3 . -~c-~ ~ ~•i.----,...__ ~ , <. M<-'10\ .,,,,..,,, , . (RT) • \ . \ 0CMS cg ~ I ~ I--,~ . ~ IR w --~ i DECLARATION OF RESPONSIBLE C:::HARGE ----....___ -~ . _ . l I HEREBY DECLARE THAT I AM THE ENGINEER OF WORI( FOR THIS ---....___ ~ PROJECT, THAT I HAVE EXERCISED RESPON.SIBLE CHAR~E OVER ·•-----------=· L THE DESIGN OF THE PROJECT A$ D~INED IN SECTION. 6703 OF :'l THE BUSINESS AND PROFESSION$ CODE, AND THAT THE DESIGN M4-10(LT) M4-10(RT) SC3(CA) 2 IS CONSISTENT WITH CURRENT STANDARDS. I ------- ;; I UNDERSTAND THAT THE CHEC~ OF .. PROJECT DRAWIN~S AND ----~ SPECIFICATIONS BY THE CITY Of1 CARLSBAD IS CONFINED TO A Ji REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF M4-8a SC3(CA) SC3(CA) OJ 78 SR 78 MARRON RD ~4-10(LT) DETOUR PLAN I]] NOT TO SCALE ------------- OJ ·~. SPECIAL NOTES (THIS SHEET ONLY) / .p o..::s ~ ~ ~'<' ../ a'<:-~ 1. CONTRACTOR SHALL PREPARE ALL WORK AREAS IN JEFFERSON STREET AND ALONG PIPELINE ALIGNMENTS FOR THE CARLSBAD MARATHON ON JANUARY 23, 2011. CONTRACTOR SHALL PROVIDE FULL WIDTH OF ROAD AND A SAFE RUNNING SURFACE TO CARLSBAD MARATHON PARTICIPANTS. ROAD SURFACE ON JANUARY 23, 2011 SHALL HAVE NO ABRUPT EDGES, UN-UNIFORM SURFACES OR HAZARDS TO THE MARATHON PARTICIPANTS. 2. RESTORATION OF ROADWAY: THE CONTRACTOR SHALL REPAIR ALL EXISTING IMPROVEMENTS WITHIN THE RIGHT-OF-WAY NOT DESIGNATED FOR PERMANENT REMOVAL (TRAFFIC SIGNS, STRIPING, PAVEMENT MARKERS, PAVEMENT MARKINGS, LEGENDS, CURB MARKINGS, LOOP DETECTORS, TRAFFIC SIGNAL EQUIPMENT, ETC.) WHICH ARE DAMAGED OR REMOVED AS A RESULT OF OPERATIONS. REPAIRS AND REPLACEMENTS SHALL BE AT LEAST EQUAL TO EXISTING IMPROVEMENT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SIGNS PLACED WITHIN THE Cl1Y OF OCEANSIDE OR WITHIN CALTRANS RIGHT OF WAY. ANY SUCH SIGNAGE SHALL RECEIVE APPROVAL FROM THE CITY OF OCEANSIDE OR CALTRANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL FROM CALTRANS FOR ANY SIGNAGE PLACED WITHIN CALTRANS RIGHT OF WAY, PROPOSED FORCE MAIN --- JEFFERSON STREET WEST ---------- BO 100 CDP 09-03/SUP 09-01 NOTE PROPOSED FORCE MAIN ------·---R/W FOR GENERAL NOTES AND LEGEND, SEE SHEET 39. SHEET NAME T-10 . , WORK, OF MY RESPONSIBILITIES . FOR PROJECT DESIGN1 1 Ill::>,;/ .....,e.,. 812•110 TRAFFIC CONTROL DESIGN SPEED fSHml CITY OF CARLSBAD ~ 8 _" ~~ _ ..,..., ~ ENGINEERING DEPARTMENT ~ 31-J __ P_. _K_EA_Tifl:_o ___ R_.c_.E_._4_35_9_5 ____ DA_T+~ ----r-J_E_F_F_E_R_S_;_O_N_S_T_R_E_ET __ W_E_S_T_= __ 4_0_M-r-P_H _______ --.-------.-----=----=--------,------=----=---r-------------+---+----t--------------+----t----tr---t--------J MPROVEMENTPLANS FOR: TRAFFIC .1 i §' LINSCOTT, IJ\W & GREENSPAN, . ENGINEERS · ai 4542 Ruffner Street, Suite 109 . ~ Son Diego, Co; 92111 ; ; (858)300-8800 . (858):300-8810 (FX) i1-------,---.,..----,---+! ----i f LLG 3-086353.1 . 13462~-T10.DWG 1 8/26/10 -. ~ I--De-s'-1gn_e_d_B_y._SM-K~+--Dr-cw-1+-•. ~By:-. -D-VS--.'''-. +--C-h e-C+-f e_d_B_y:_. -JP-K--1 ;·, r'll 1 CITY OF VISTA SANITATION DISTRICT LAWRENCE PIERCE, P.E. DIRECTOR OF ENGINEERING FINAL WARNING 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE. B ROW N AND CAL D WE LL "AS BUILT" STAGE 5 9665 Chesapeake Drive, Suite 201 San Diego, Ca. 92123 rSJo Q a_p/Q: , SUBMITTED: PkDi:Cf MAliAG°' CA1o APPROVED; DATE: sifoiN ANO CM.Di/EU. APPROVED WILLIAM E UMMER 6!s,IIS EXP. t..J 1 Mf/1 DATE BUENA VISTA LIFT STATION FORCE MAIN APPROVED; DAlE: ~-----+---+--------------+------+---+-----,1-----1 l-4~~-~,...,l"".~,~~~a<z::z...-=---al-✓4-t" 1--__:::~-==;======-=-===--~-::::::-:;:::::::---;::::;------------J--+--+-,.--c-c,----,,-,--:-:-,=----------J----t---+--~---J DEPUTY CITY ENGINEER PE 28176 EXPIRES J .31 12 DATE REVIEWED BY: $·8t//(.T HORIZONTAL SCALE VERTICAL REVISION DESCRIPTION .3µCt"/}3 DATE OA TE INITIAL ENGINEER OF WORK DA TE INITIAL DATE INITIAL OTHER APPROVAL Cl TY APPROVAL DWN BY: DVS CHKD BY: JSM RVWD BY: JPK PROJECT NO. 5508 DRAWING NO. 462-5 VISTA GIP NO. 8158 012s12