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6153 GENERAL IMPROVEMENT NOTES. PLANS FOR THE CONSTRUCTION OF CONSTRUCTION NOTES., 1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT CONSTRUCT 8" PVC SDR 35 SANITARY SEWER. PIPE BEDDING AND TRENCH FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. NO FEE WILL BE CHARGED FOR OBACKFILL ( )PERMIT. SHALL CONFORM TO DETAIL 'A' ON SHEET 2 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THESE PLANS AND AS O CONSTRUCT 60" SANITARY SEWER MANHOLE PER SAN DIEGO REGIONAL STANDARD DRAWING APPROVED BY THE CITY OF ENCINITAS. S-2, 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN ON OUTSIDE THE PROJECT BOUNDARY.ES NOT IMPROVEMENTS.CONSTITUTE APPROVAL O MAMN, HOSE ABANDON STOP. WATER SERVICE, CLOSE CORP STOP AT 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE CONSTRUCTED, PROJECT LOCATION " CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, AND PAVING. NOTIFICATIONS O RELOCATE EXISTING WATER METER. EXTEND EXISTING 1 COPPER SERVICE TO CLEAR WORK AREA. THE CONTRACTOR SHALL SALVAGE EXISTING MATERIAL AND PROVIDE NEW MATERIAL AS NEEDED TO 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE ENCINITAS COMPLETE WORK PER WATER AGENCIES STANDARDS WS-01. PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE REQUEZA ST. BLVp PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR 5O PROTECT IN PLACE KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE THERE ARE NO EXISTING UTILITIES EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: REGAL ROAD N PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES - TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD SANTA DR. O SAWCUT, REMOVE AND REPLACE 6" AC BERM PER SDRSD G-5 TYPE 'A' OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY ENCINITAS 9 EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S -0 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR 90'3 o O SAWCUT, REMOVE AND REPLACE AC PER DETAIL 'A' ON SHEET 2 CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF n S Ao CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND COMMENCEMENT OF WORK: 091- INTO SIDE OF EXISTING SANITARY SEWER MANHOLE, INSTALL NEW 8" PVC SANITARY FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF �y °� �. O SEWER PIPE AND REMODEL CHANNEL PER DETAIL ON SHEET 2. REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 1_5 A. SEWERS- ENCINITAS SANITARY DIVISION ficQ`P CONTRACTOR SHALL VERIFY LOCATION OF EXISTING SEWER LATERALS BY CCTV VIDEO 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO B. GAS & ELECTRIC- SAN DIEGO GAS & ELECTRIC DIGALERT (800) 422-4133 ��� O INSPECTION OF EXISTING SEWER LINE. ALL SEWER LATERALS SHALL BE RECONNECTED STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH C. WATER- SAN DIEGUITO WATER DISTRICT �P PER SDRSD S-13 OR S-14. COMPANY REPRESENTATIVES: D. TELEPHONE- SBC NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE E. CABLE TV- COX CABLE 10 REMOVE AND REINSTALL FENCE "UNDERGROUND AND OVERHEAD INSTALLATIONS". FOR LOCATION F. RECLAIMED WATER- SAN ELIJO JPA PROJECT LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES 11 RELOCATE EXISTING 3/4" WATER SERVICE CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. 2. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) TELEPHONE: (800) 422-4133. . 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTIONS ': 12 ENCASE 8-INCH PVC SANITARY SEWER IN 6-INCH CONCRETE. 8. THE CONTRACTOR SHALL NOTIFY THE SBC COMMUNICATIONS COMPANY PRIOR TO STARTING AND REMOVAL. WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WORK WITH COMPANY y � 13 REPRESENTATIVES. 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (1-800-422-4133) NOT PROVIDE 6" MINIMUM SAND CUSHION NOTICE: LESS THAN THREE (3) WORKING DAYS PRIOR TO CONDUCTING ANY EXCAVATION WORK ON THIS ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE " " PROJECT. THIS REQUIREMENT SHALL EXTEND TO EXCAVATION WORK CONDUCTED WITHIN THE PUBLIC UNDERGROUND INSTALLATIONS . FOR LOCATION OF CABLES AND F 14 REMOVE EXISTING FIRE HYDRANT AND ABANDON EXISTING SERVICE AT WATER VALVE. APPURTENANCES CONTACT THE SBC COMMUNICATIONS COMPANY. RIGHT-OF -WAY AND TO EXCAVATION WORK CONDUCTED ON PRIVATE PROPERTY. g SALVAGE EXISTING FIRE HYDRANT. At TELEPHONE: (619) 546-3606 9. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING EROSION CONTROL 15 CONSTRUCT FIRE HYDRANT SERVICE PER WATER WATER AGENCIES STANDARD WF-01 UTILIZE WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY � EXISTING HYDRANT REMOVED. REPRESENTATIVES. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS At 760 633-2778 ` NOTICE: ( ) ) � s 16 REMOVE EXISTING AC OR PCC AND SUBGRADE MATERIAL AND CONSTRUCT 4-INCH AC OVER FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN THE 6-INCH CLASS II AGGREGATE BASE OVER COMPACTED SUBGRADE. PROJECT AREA. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MAKE AVAILABLE AT ALL TIMES DURING TELEPHONE: (760) 633-2709 THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT 17 PAINT 4-INCH WHITE STRIPE TO MATCH EXISTING. LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 10. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION PRIOR TO STARTING WORK NEAR x 18 RELOCATE EXISTING 4-INCH WATER LINE. SEE DETAIL SHEET 2. COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 3. CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN SWPPP AND OBTAIN NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES CONTACT COX APPROVAL FROM THE CITY ENGINEER PRIOR TO THE START OF ANY WORK. DEVICES SHOWN IN THE ` CABLE TELEVISION COMPANY. SWPPP SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 19 SAW CUT 1' MIN FROM EXISTING EDGE OF PAVEMENT. TELEPHONE: (760) 806-9809 (EXT 2294) 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE VICINITY MAP PLUG EXISTING SEWER FORCEMAIN WITH SIX (6) INCHES OF CONCRETE 11. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING SATISFACTION OF THE CITY ENGINEER AFTER RUN-OFF PRODUCING RAINFALL. NO SCALE 20 MORTAR AT PUMP STATION WALL AND UPSTREAM SEWER MANHOLE. IN PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY LEGEND 21 CONSTRUCT AC DIKE PER SDRSD G-5 TYPE A . MATCH EXISTING AC DIKE. 12. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A REGISTERED WHICH MAY ARISE. DESCRIPTION STD DWG SYMBOL 22 REMOVE AND REESTABLISH FENCE, INCLUDING FOOTING AS DIRECTED BY THE ENGINEER CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING OR A LICENSED LAND 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SURVEYOR. PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. PROPERTY LINE 13. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP SHALL BE INCORPORATED EXISTING CONTOUR - 40 -- DEMOLITION NOTES: PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL HEREON. PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION EXISTING TREE. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT a REMOVE EXISTING SEWER PUMP STATION INCLUDING WETWELL, PIPING AND ALL PERTINENT 8 ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE, THE SAN DIEGO REGIONAL APPURTENANCES AFTER SERVICES ARE CONNECTED TO NEW SEWER, PER DETAIL ON SHEET 2. STANDARD DRAWINGS (LATEST EDITION), AND THE SPECIAL PROVISIONS FOR THIS PROJECT. THE CONCLUSION OF EACH WORK DAY. EXISTING EDGE OF PAVEMENT -=-- __.� _ � may__ _ 14. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY DESIGNATED TO BE REMOVED 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN IN THE APPROVED SWPPP SHALL BE IN PLACE AT THE EXISTING MAILBOX 21 REMOVE EXISTING SANITARY SEWER MANHOLE COMPLETE (INCLUDES MANHOLE FRAME, COVER, SHALL BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY EXISTING TRAFFIC SIGN SDS-101 SHAFT AND BASE). IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY DAMAGED BY THE CONSTRUCTION OF PERCENT (407.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. THE PROJECT SHALL BE REPAIRED BY THE CONTRACTOR. EXISTING FENCE ___ ;; .______ a3 REMOVE EXISTING SANITARY SEWER AND CLEANOUT. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED 15. THE CONTRACTOR SHALL POTHOLE ALL EXISTING SEWER LATERALS AND WATER SERVICES EXISTING PALM TREE ���=} PRIOR TO COMMENCEMENT OF CONSTRUCTION. ONLY THESE SEWER LATERALS AND WATER SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPE SHALL BE STABILIZED WITH BONDED FIBER x. x SERVICES THAT WILL BE IN CONFLICT WITH THE SEWER CONSTRUCTION WILL BE MATRIX PER CASQA DETAIL EC-3 OF THE CONSTRUCTION STORM WATER. BEST MANAGEMENT EXISTING WATER METER , SHEET INDEX: RECONSTRUCTED AS INDICATED ON THE PLANS AND AS DIRECTED BY THE ENGINEER. PRACTICE HANDBOOK ;. m EXISTING SEWER MANHOLE �ls 1. TITLE SHEET 16. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO PROTECT ADJACENT CONTRACTOR S RESPONSIBILITIES EXISTING WATER ---- w --_ 2. DETAILS PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE EXISTING GAS 3. PLAN AND PROFILE STA 10+50 TO STA 13+50 REPLACED OR REPAIRED TO THE SATISFACTION OF THE ENGINEER. 1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR SHALL CONSTRUCT AND ___, _ `` 4. PLAN AND PROFILE STA 13+50 TO STA 16+50 17. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, MAINTAIN ALL SAFETY DEVICES AS APPROVED BY THE CITY ENGINEER, INCLUDING SHORING, AND EXISTING SEWER - - -- 5. PLAN AND PROFILE STA 16+50 TO STA 20+44 INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND PROPOSED SEWER MANHOLE S-2, M-3, M-4 & SDS-100 OS AND REGULATIONS.. AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. HEALTH STANDARDS, PROPOSED SANITARY SEWER S-4C, S-19 & SDS-100 ABBREVIATIONS: 2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 18. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS EXISTING FIRE HYDRANT ;�'�, HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 4:00 P.M. AND REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. A.B. AGGREGATE BASE PCC PORTLAND CEMENT CONCRETE LL 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. EXISTING WATER VALVE a A.C. ASPHALT CONCRETE R PROPERTY LINE CD 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTATION AND/OR ANY BENCHMARKS WHICH l ABAND ABANDONED PW CITY OF ENCINITAS PUBLIC WORKS DEPT 19. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL MAINTAIN APWA AMERICAN PUBLIC R.C.E. REGISTERED CIVIL ENGINEER " ACCESS TO PRIVATE DRIVEWAYS AT ALL TIMES. WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND WORKS ASSOCIATION RCP REINFORCED CONCRETE PIPE REPLACED WITH APPROPRIATE MONUMENTATION SET BY A STATE OF CALIFORNIA LICENSED LAND BC BEGIN CURVE RT RIGHT 0 20. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY DESIGNATED TO BE REMOVED SURVEYOR OR A STATE OF CALIFORNIA REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SAN DIEGUITO WATER DISTRICT NOTES CONC CONCRETE S SOUTH SHALL BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE CENTERLINE S'LY SOUTHERLY LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS REQUIRED BY THE LAND SURVEYORS 11 � IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT OF WAY, THAT ARE NOT DESIGNATED TO BE DET DETAIL SDRSD SAN DIEGO REGIONAL STANDARD DRAWING ACT. 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REMOVED, THAT ARE DAMAGED DURING CONSTRUCTION OF THE PROJECT SHALL BE D/S DOWNSTREAM SDWD SAN DIEGUITO WATER DISTRICT _ REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR REPAIRED BY THE CONTRACTOR AT NO COST TO THE CITY. E EAST SS SANITARY SEWER 4. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE. NON-EXISTENCE OF , ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS E'LY EASTERLY SHT SHEET OF THIS PROJECT. } 21. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE CITY ENGINEER OF WORK EC END CURVE STA STATION PRIOR TO MAKING CHANGES IN THE FIELD. 5. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING SUBSURFACE UTILITIES, EP EDGE OF PAVEMENT TC TOP OF CURB PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION. ANY EXISTING UTILITIES THAT REQUIRE 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE REMOVAL OR RELOCATION SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR EXIST EXISTING TEL TELEPHONE 22. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL FS FINISHED SURFACE TYP TYPICAL THE BEGINNING OF CONSTRUCTION. IF DURING POTHOLING THE CONTRACTOR DISCOVERS A POTENTIAL PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN NOTES IN CASE OF CONFLICT. G GAS U/S UPSTREAM CONFLICT BETWEEN PROPOSED UTILITIES AND EXISTING UTILITIES, THE CONTRACTOR SHALL IMMEDIATELY ON IMPROVEMENT PLANS. SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN HC HOUSE CONNECTION W WEST 23. SEWER MANHOLE FRAMES SHALL BE SET TO FINISH GRADE BY THE CONTRACTOR. NOTIFY THE CITY. THE CONTRACTOR SHALL ALLOW AMPLE TIME FOR REVISIONS TO BE MADE TO THE PERMISSION BY SAN DIEGUITO WATER DISTRICT. MH MANHOLE W'LY WESTERLY PLANS TO AVOID CONFLICTS PRIOR TO THE START OF UTILITY INSTALLATION. HORIZ HORIZONTAL W/ WITH 3. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. IE INVERT ELEVATION VERT VERTICAL 6. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES BY CALLING THE L LENGTH & AND LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY IDENTIFICATION NUMBER, AT LEAS (3) DAYS LT LEFT PRIOR TO START OF ANY CONSTRUCTION. BASIS OF BEARINGS N NORTH CL N'LY NORTHERLY QRpFESStp NOTE TO CONTRACTOR EAST LINE OF THE NORTHWEST 1/4 OF THE NORTHEAST QUARTER OF THE NTS NOT TO SCALE � S. r SOUTHWEST QUARTER OF SECTION 15 TOWNSHIP 13 SOUTH, RANGE 4 WEST, THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE BEEN OBTAINED FROM SAN BERNARDINO MERIDIAN, AS SHOWN ON RECORD OF SURVEY NO. 17265. 0 AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE CONTRACTOR. ACTUAL LOCATIONS a NO. C59991 ;o AND SIZES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IT IS THE * EXP. 6-30-06 CONTRACTORS RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL ��q c� UNDERGROUND AND OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS. of C 10; Lj ° DESIGNED BY: DRAWN BY: CHECKED BY- REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE E.S.G. I.E. E.S.G. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. BENCHMARK: OC-0181 PLAN P EPARED UNDER SUPERVISION OF RECOMMEND D APPROVED PUBLIC IMPROVEMENT PLANS FOR: DESCRIPTION: 5/8" ROD WITH STANDARD COUNTY HORIZONTAL 1"=201 HARRIS & ASSOCIATES BRASS DISK STAMPED "OC" 181 1969 750 B Street, Suite 1800, DATE` BY: �� BY: ` ES-527 LOCATION: 24' WEST OF CL NARDO RD. & 38 REGAL ROAD SEWER IMPROVEMENTS NORTH OF CL SANTA FE DRIVE VERTICAL 1"=2' San Diego, CA 92101 R.C.E. NO. 59991 LEWY BODAS R E 22312 PETER COTA-ROBLES, RCE 52176 (619) 236-1778*FAX (619) 236-1179 AB . GERGES EXP. 06 30 06 DATE: 'l�13 D PROJECT NO. CEE04A SHEET OF rj ELEVATION: 217.376 DATUM: COUNTY / / / �O DATE: Q Ff' REMOVE PUMP STATION STRUCTURE I TO 3' MIN BELOW GRADE. REMOVE EMERGENCY RISER NOTES: 3Jf �I J 1. DEMOLITION OF EXISTING PUMP STATION SHALL NOT 7I ONCRETE BASE i j BEGIN PRIOR TO COMPLETION OF PROPOSED SEWER. 2. AFTER SEWER PUMP STATION DEMOLITION AND THE REMOVAL AND SECURING OF PUMP STATION UTILITIES THE EXISTING SEWER \,� i PUMP STATION SITE SHALL BE PAVED AND STRIPED FOR USE AS l PARKING FOR THE ADJACENT RESIDENTIAL COMMUNITY. THE EXISTING SITE SHALL BE GRADED, REPAVED AND STRIPED TO MATCH ADJACENT PARKING LOT. AREAS TO BE PAVED SHALL HAVE A MINIMUM OF (4) INCHES ASPHALT OVER (6) INCHES OF AGGREGATE BASE MATERIAL. iE I I 3z it , 3. CONTRACTOR SHALL SAFELY SECURE ELECTRICAL SERVICE AT THE SERVICE METER. ALL PIPE AND CONDUIT SHALL BE REMOVED AND j r PROPERLY DISPOSED OF PRIOR TO PAVING OF PUMP STATION SITE. EXISTING PUMP STATION 4. CONTRACTOR SHALL REMOVE PUMP STATION SITE FENCING, INCLUDING i 1 FILL IN WITH CLASS II FENCE POSTS FOOTINGS PRIOR TO REPAVING OF PUMP STATION SITE. I; ; AGGREGATE BASE 5. CONTRACTOR SHALL PLUG EXISTING SEWER FORCEMAIN WITH SIX (6) ` REMOVE EXISTING PUMP. INCHES OF CONCRETE MORTAR AT PUMP STATION WALL AND UPSTREAM SEWER MANHOLE. THE CONTRACTOR SHALL ALSO EXECAVATE EXISTING (TYP. OF 2) FORCE MAIN AT THE DRIVEWAY OF REGAL VIEW CONDOMINIUMS AND REMOVE EXIST. AC PAVEMENT SAW CUT SAW CUT BEFORE OVERLAY _; 1 ! ; i --° ` CUT AND PLUG EXISTING MAIN WITH SIX (6) INCHES OF CONCRETE 1-1 2" COLD PLANE WHERE APPLICABLE TACK COAT EXISTING SURFACE EXISTING WET WELL. i ; I '�� �' MORTAR. 1-1 2 A.C. OVERLAY TYPICAL BOTH SIDES ` ; SALVAGE TELEMETRY. BREAKOUT EXISTING CONC. BREAKOUT EXISTING CONC. TYPE III C2—AR4000) 11 I 1 �i 0TH SIDES ;; OR METAL WALL 1'O HOLE. €? OR METAL WALL 1'O HOLE. _ ' TYP. OF 4. TYP. OF 4. I ' # i 4" AC (TYPE III C2—AR4000) f ` s ° r f =! REMOVE EXISTING PIPING " BREAKOUT 1'O HOLE. I 0 6 CLASS II AGGREGATE BASE 0 0 0 0 0 0 0 0 0 o INSTALL PETROMAT (TYP. OF 4.) I E OR EQUAL NATIVE BACKFILL 13 w f I� !f i x f (WHEN TRENCHING OUTSIDE PAVING AREA { , _ it ifl a 12" BOTH SIDES NATIVE BACKFILL TO SURFACE) EXCEPT WHEN NEXT TO GUTTER THEN TO LIP OF GUTTER _ _____ ���� _. sr' __ _ ;f; EXISTING FORCE MAIN Z BEDDING PER STANDARD i — §— — DRAIN AND PLUG WITH SPECIFICATION 306-1.2.1 ;t= Hl i ! MORTAR 8" MIN. — 12" MAX. 8" MIN. — 12" MAX. ; ; : 11 I of � �r :i 3/4" CRUSHED ROCK I PUMP STATION DEMOLITION ` 4" -W NO SCALE A TYPICAL TRENCH DETAIL NO SCALE AC PAVEMENT INSTALL 1" AIR RELEASE VALVE PER SDRSD W-4 INSTALL VALVE ON UPSTREAM SIDE OF THE DIRECTION OF FLOW AS DIRECTED BY THE EHGINEER. CORE INTO EXISTING MANHOLE PER APWA STANDARD PLAN 208-1 CONSTRUCT NEW 4 INCH PVC PIPE AWWA C900, CHANNEL CLASS 150 18" MAX PVC STUB 45' D.I. BEND (MJ) WITH MEGALUG 18" TYPICAL EX. 8" PVC RESTRAINED GLANDS AND CONCRETE THRUST BLOCKS PER SDRSD W-17 (TYP) NEW 8" PVC—N,,,\,, ' °'• ` INSTALL BLOW OFF PER SDRSD W-6 TYPE 'A' SDR35 : .: :- •::.::. 4 INCH PVC PIPE AWWA C900, •: �. :. :. CLASS 150 EXISTING 4" 4'-0" ;z. WATER MAIN TYPICAI o0 z . .► C PVC DEFLECTION COUPLING r PLACE CONCRETE TO ABANDON CHANNEL ''_. -�' '� .� nw ' PROPOSED SEWER CONSTRUCT PIPE OR BOX REMOVE INTERFERING PORTIONS CONCRETE a OF EXISTING WATER MAIN PLUG v INSTALL SLEEVE TYPE COULPLING, SMITH > BLAIR, INC. 411 STEEL COUPLING : OR APPROVED EQUAL (TYP.) OR CONNECT 00 TO EXISTING GATE VALVE AS SHOWN ON PLAN. ° X Q W E EXISTING MANHOLE 5 TYPICAL WATER MAIN RELOCATION DETAIL SHEET STA. 20+44 NOTES: NO SCALE 1. ALL FERROUS SURFACES TO BE COATED WITH ONE COAT OF i KOP—COAT BITUMASTIC NO. 300—M COAL TAR PER MANUFACTURERS SPECIFICATIONS. Q N.T.S. E N CT J Q W O REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: APPROVALS E.S.G. I I.E. I E.S.G. CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. i BENCHMARK: OC-0181 �_ DESCRIPTION: 5/8" ROD WITH STANDARD COUNTY HORIZONTAL HARRIS & ASSOCIATES PLA EPARED UNDER SUPERVISION OF RECOMMENDED APPR VED PUBLIC IMPROVEMENT PLANS FOR: � // BRASS DISK STAMPED R 181 1969 DATE: �V BY: BY: ES-527 LOCATION: 24' WEST OF CL NARDO RD. & 38' 750 D Street, Suite 1800, - REGAL ROAD SEWER IMPROVEMENTS NORTH OF CL SANTA FE DRIVE VERTICAL San Diego, CA 92101 R.C.E. NO. 59991 LEROY BODAS, CE 22312 PETER COTA-ROBLES, RCE 52176 ELEVATION: 217.376 DATUM: COUNTY (619) 236-1778•FAX (619) 236-1179 A GERGES EXP. 06 30 06 DATE: d DATE: / / 0 PROJECT NO. CEE04A SHEET 2 OF 5 ------------ .............I .......... ..........150.0 50.0 'EX15 R _VER O" �­PRGP .......... ......SE 1),­SANITARY SE-�,ER-I00 A0 + 0 I148.0 0 I— 148.0 X +0 Ld w ------- I0 In ' 'ro Vn).......... ..........I46.0 777777-� 146.0 ---------------I------------ I........... .........144.0 14 4.0 ....... ...... ........II-­------I ..........I142.0 142.0 -------- I­­REMOVE EXISTING ----------8" PVC SEWER II ............140.0 140.0 -4 I4-0 -2 I138. 77777' 7777777��_.0030 138.0 ----------- ..........II ..........I136.0 1 36.0 Lz......... I ..... ...... .............. SCALE 134.0 134.0 AC HORIZ: 1 =2 iA�i 0 IP I-4 k5_ LF 3 8" SOR VERT: 1 "=2' 5 -35 LF 8' _,S2n��5 V .- ........ ---........... 13 2.0 -----------132.0 10+00 11 +00 12+00 13+00 13+50 CONSTRUCTION NOTES: IL ICONSTRUCT 8" PVC (SDR 35) SANITARY SEWER. PIPE BEDDING AND TRENCH BACKFILL SHALL CONFORM TO DETAIL 'A' ON SHEET 2 ..........00 AON,,Z 240-49 U, CONSTRUCT 60" SANITARY SEWER MANHOLE PER SAN DIEGO REGIONAL STANDARD DRAWING .............. S-2. ------ Ld V Ld 0 0 U) RELOCATE EXISTING WATER METER. EXTEND EXISTING 1" COPPER SERVICE TO CLEAR WORK AREA. + -------------- ALVAGE EXISTING MATERIAL AND PROVIDE NEW MATERIAL AS NEEDED TO '0ASEME ER AGENCIES STANDARDS WS-01. 'ROPOSED 20' SEWER P-Ij V) e 0 PROTECT IN PLACE > w w w Ld DRSD G-5 TYPE 'A' 1-2+GG-- EPLACE AC PER DETAIL 'A' ON SHEET 2 N Iw < 0 V) L I10 z DEMOLITION NOTES: <O-) I Ld REMOVE EXISTING SEWER PUMP STATION INCLUDING WETWELL, PIPING AND ALL PERTINENT ECTED TO NEW SEWER, PER DETAIL ON SHEET 2. ----------------Ln cy Lli REMOVE EXISTING SANITARY SEWER MANHOLE COMPLETE (INCLUDES MANHOLE FRAME, COVER, 2 f-n APN 258-240-5 SHAFT AND BASE). 0 7 z < Q CT.0 FES S. GRAPHIC SCALE 0 Li w m 20 0 10 20 40 80 NO. C59991 ;0 EXP. 6-30-06 q C AAL c P,\- IN FEET 1 inch = 20 ft. REVISIONS APPROVED DATE REFERENCES DATE SCALE DESIGNED BY: I DRAWN BY: I CHECKED BY' A CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. E.S.G. I 1.E. I E.S.G. LU BENCHMARK: OC-01 81 PLAN ARED UNDER SUPERVISION OF RECOMMENDED APPRNED PUBLIC IMPROVEMENT PLANS FOR: DESCRIPTION. 5/8" ROD WITH STANDARD COUNTY HORIZONTAL 1 20' HARRIS & ASSOCIATES BRASS DISK STAMPED "OC" 181 1969 DATE: Le Y. ES-527 750 8 Street, Suite 1800,LOCATION: 24' WEST OF CL NARDO RD. & 38' VERTICAL San Diego, CA 92101 B BY' REGAL ROAD SEWER IMPROVEMENTS NORTH OF CL SANTA FE DRIVE 1'=2' R.C.E. NO. 59991 LERO� BODAS RC� 22312 PETER COTA-ROBLES, RCE 52176(619) 236-1778*FAX (619) 236-1179 DATE: DATE:ELEVATION: 217.376 DATUM: COUNTY I I E AB ."GERGES EXP. 06/30106 1 - �i I 11410a PROJECT NO. CEE04A SHEET 3 OF 5 - � " � I -1, I'll 'I', . 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