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7080's. BATIQUITOS LAG" APPROX s2f AVE , BO BLOWOFF CL LA COSTA AVE CLR CLEAR CONC CONCRETE DCHC DEEP CUT HOUSE CONNECTION DI DUCTILE IRON DIA DIAMETER z. DUCTILE IRON PIPE DR DRIVE DWG(S) DRAWING(S) E EAST OR ELECTRICAL S q END OF CURVE P EXISTING FH FIRE HYDRANT •"TrJ FLANGE FO FIBER OPTIC r FEET G GAS /GENERAL DRAWINGS GLI LNHAM RD GATE VALVE HORIZ Y HP HIGH PRESSURE ID INSIDE DIAMETER S�1 INVERT ELEVATION LF LINEAR FOOT MAX PAanc ocEAN MH MANHOLE MIN MINIMUM �Y MECHANICAL JOINT N NORTH NAD Sa ENCINITAS 8LW NORTH AMERICAN VERTICAL DATUM sa OUTSIDE DIAMETER OH OVERHEAD PC POINT OF CURVATURE PE PLAIN END PO PUSH ON PRC POINT OF REVERSE CURVE PVC Tj R RADIUS RD ROAD REQD REQUIRED R/W DR S �t SCH SANSA FE SD STORM DRAIN SDGE SAN DIEGO GAS AND ELECTRIC COMPANY PROJECT SAN DIEGO REGIONAL STANDARD DRAWINGS SDWD SAN DIEGUITO WATER DISTRICT LOCATION SPECIFICATIONS SQ 5 Cft�2 STREET PROJECT STANDARD T TELEPHONE LOCATION TELEVISION BiRtliNGHAM DR TYPICAL C— W WATER OR WEST WAS WATER AGENCY STANDARD W/ WITH �s SAN ,O CITY OF ENCNITAS, CAUFORNIA LAO" 4 w VICINITY MAP NOT TO SCALE DESCRIPTION ago 31mi ENCINITAS, CALIFORNIA CONSTRUCTION PLANS FOR � 1 • t SHEET DRAWING 1 2 3 4 5 6 7 G -1 G -2 C-1 TC -1 TC -2 ABANDONMENT-, P ROJ ECT CWW 1 OA ABBREVIATIONS JEROME STOCKS, PRESIDENT TERESA BARTH, VICE PRESIDENT KRISTIN GASPAR, BOARD MEMBER BOARD BOND, JAMES ! A' �l� 9 ykfQMCI- DESIGNED: RAF DRAWN: KK,PC,PV CHECKED: APPROVED DATE RJ13 TITLE TITLE SHEET GENERAL NOTES, ABBREVIATIONS AND KEY MAPS TRANSMISSION MAIN ABANDONMENT PLAN PLAN &PROFILE BIRMINGHAM DRIVE STA 1 +00 TO STA 2 +55.58 PLAN &PROFILE NEW 12" TRANSMISSION MAIN STA 1 +00 TO 2 +04.36 MISCELLANEOUS DETAILS TRAFIC CONTROL PLAN FOR SANTA FE DR (1 of 2) TRAFIC CONTROL PLAN FOR SANTA FE DR (2 of 2) ACP ASPHALTIC CONCRETE PIPE APPROX APPROXIMATELY AVE AIR & VACUUM VALVE BO BLOWOFF CL CLASS CLR CLEAR CONC CONCRETE DCHC DEEP CUT HOUSE CONNECTION DI DUCTILE IRON DIA DIAMETER DIP DUCTILE IRON PIPE DR DRIVE DWG(S) DRAWING(S) E EAST OR ELECTRICAL EC END OF CURVE EX, EXIST EXISTING FH FIRE HYDRANT FLG FLANGE FO FIBER OPTIC FT FEET G GAS /GENERAL DRAWINGS GV GATE VALVE HORIZ HORIZONTAL HP HIGH PRESSURE ID INSIDE DIAMETER IE INVERT ELEVATION LF LINEAR FOOT MAX MAXIMUM MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT N NORTH NAD NORTH AMERICAN DATUM NAVD NORTH AMERICAN VERTICAL DATUM OD OUTSIDE DIAMETER OH OVERHEAD PC POINT OF CURVATURE PE PLAIN END PO PUSH ON PRC POINT OF REVERSE CURVE PVC POLYVINYL CHLORIDE PIPE R RADIUS RD ROAD REQD REQUIRED R/W RIGHT OF WAY S SOUTH OR SEWER SCH SCHEDULE SD STORM DRAIN SDGE SAN DIEGO GAS AND ELECTRIC COMPANY SDRSD SAN DIEGO REGIONAL STANDARD DRAWINGS SDWD SAN DIEGUITO WATER DISTRICT SPECS SPECIFICATIONS SQ SQUARE ST STREET STD STANDARD T TELEPHONE TV TELEVISION TYP TYPICAL VERT VERTICAL W WATER OR WEST WAS WATER AGENCY STANDARD W/ WITH 1�� Z4Wk�Nm � 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 8703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY SAN DIEGUITO WATER DISTRICT IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK OF MY RESPONSIBILITIES FOR PROJECT DE-&GN. -- RUSSELL J- BE$?GHOLZ, R.C.E. 59395, EXPIRES 12/31/11 mgm-glil WA -01, WC -17 WB -01, WC -17 WB -02 WF- 01 WP-01 WP -02 WS --01, WC--17 WS -02, WC -17 WS -03 WS -07 WS--08 WS -09 WT-01 WV-02 2" MANUAL AIR VALVE W/ SACRIFICIAL ANODES 2" BLOW OFF INSTALLATION W/ SACRIFICIAL ANODES 4" BLOW OFF INSTALLATION FIRE HYDRANT ASSEMBLY WARNING AND IDENTIFICATION TAPE AND TRACE WIRE INSTALLATIONS PIPE BEDDING AND TRENCH BACKFILL 1" WATER SERVICE W/ CATHODIC PROTECTION 2" WATER SERVICE W/ CATHODIC PROTECTION METER BOX LOCATIONS FOR WATER EXISTING WATER SERVICE ASSEMBLY RECONNECTION EXISTING WATER SERVICE ABANDONMENT DUAL DOMESTIC FIRE /WATER SERVICE INSTALLATION CONCRETE THRUST AND ANCHOR BLOCKS GATE WELL INSTALLATION FOR VALVES (SPEED X35 MPH) I CROSS REFERENCING SYSTEM (1) A SECTION CUT ON DRAWING M-3 IS IDENTIFIED AS FOLLOWS: DIRECTION OF VIEW A SEC ON LETTER —4 DRAWING WHERE SECTION IS DETAILED (2) ON DRAWING M -4 THE SECTION IS IDENTIFIED AS FOLLOWS: SECTION SECTION LETTER NOT TO SCALE M -3 �* DRAWING ON WHICH SEC710N WAS CUT (3) DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER TO THAT OF SECTIONS EXCEPT DETAILS ARE ASSIGNED NUMBERS RATHER THAN LETTERS. DETAIL 1 ,"— DETAIL NUMBER NOT TO SCALE t_ INDICATES THAT DETAIL OR SECTION IS SHOWN ON SAME SHEET AS CALLED OUT ENCINITAS ENGINEERING DEPT. I ENCINITAS FIRE DEPT. rA San Dieguito Water District SAN DIEGUITO WATER DISTRICT SHEET D UDEK TRANSMISSION MAIN ABANDONMENT 505 South Vulcan Avenue � 605 Third Street Encinitas, CA 92024 Encinitas, CA 92024 PROJ CT N0. 760.942.5147 Fax 760.632.0164 Phone: 760.633.2709 TITILE SHEET w Fax: 760.633.2818 CWW 10A P: \101.Er,gineering \San Dieguito WD \6474 -2009 Pipejine Pro ; ec'1s\6 — Design Datc \CAD 6474'Dwa, \Transmiss on iviain \6474 SH01 G-1 1 f4/2011 1:51 PM V1 L - - -- GENERAL NOTES GENERAL NOTES (CONT) CONSTRUCTION SHALL BE 1N ACCORDANCE WITH LATEST WATER AGENCY STANDARD 20. CONTRACTOR A SITESCTHAT N iONS DURING ASSUME THE COURSENOFC CONSTRUCTION OFBITH S ADDRESS 1. CONSTR SPECIFICATIONS AND DRAWINGS, AND THE 2006 EDITION OF THE GREEN BOOK FOR THE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS EXCEPT WHERE MODIFIED ON THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS. PROJECT, REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL C SHALL REPLACE ALL PAVEMENT AND BERMS DAMAGED DURING WORKING HOURS, AND THAT THE CONTRACTOR DEFEND, INDEMNIFY AND HOLD THE 407 BIRMINGHAM DR 2. THE CONTRACTOR REGIONAL OWNER AND ENGINEER HARMLESS FOR ALL LIABILITY, REAL OR ALLEGED, IN CONSTRUCTION, IN KIND, PER THE CITY OF ENCINITAS STANDARDS, CONNECTION WITH THE PERFORMANCE OF WORK ON NG FOR 2012 CAMBRIDGE AVE THIS PROJECT. EXCEP TI STANDARD DRAWINGS (MARCH 1999 EDITION) AND THE 2006 EDITION OF GREENBOOK LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. PRIOR TO PLACING OF PAVEMENT. ALL EDGES SHALL BE SAW CUT VERTICALLY. PAVEMENT THICKNESS SHALL BE EQUAL TO THAT OF THE EXISTING PAVEMENT PLUS 21 THE LOCATIONS OF UTILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A I -INCH, BUT IN NO CASE WILL LESS THAN 4- INCHES BE PERMITTED. SEARCH OF AVAILABLE RECORDS. ADDITIONAL UTILITIES NOT OF RECORD MAY EXIST. 3. THE CONTRACTOR SHALL REPLACE OR REPAIR IN KIND ALL PROPERTY THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO EXCAVATION, AND SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT SAID IMPROVEMENTS, INCLUDING FENCES, TREES, SHRUBS, IRRIGATION PIPING, AND UTILITIES. DUE TO THE UNKNOWN VERTICAL LOCATIONS OF CERTAIN EXISTING LANDSCAPING DAMAGED DURING CONSTRUCTION. UNDERGROUND UTILITIES, ADJUSTMENT MAY BE REQUIRED TO THE GRADE OF SAID AND ABOVE SHALL HAVE CONCRETE THRUST UTILITIES. THIS SHALL BE COORDINATED WITH THE CONTRACTOR PERFORMING THE 4. ALL FITTINGS AND VALVES 6-INCHES RELOCATIONS. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE BLOCKS IN ACCORDANCE WITH THESE DRAWINGS AND W.A.S. STANDARD DRAWING EXISTING UNDERGROUND ANSCI FACILITIES REVISIONS SUFFICIENTLY N£CESSARYABECAUSE�OF�ACTUAOL WT -01. PERMIT REVISION TO 5. ALL WATER SERVICE REPLACEMENT AND RECONNECT REQUIRED SHALL BE COPPER, LOCATION OF EXISTING FACILITIES. BETWEEN THE NEW MAIN AND THE METER BOX AND SHALL BE IN ACCORDANCE WITH 22. CONTRACTOR SHALL DISPOSE OF ANY MATERIALS EXPORTED AT AN APPROVED AND THESE DRAWINGS AND PER W.A.S. STANDARD DRAWINGS, INCLUDING SACRIFICIAL LEGAL DISPOSAL SITE. ANODES. 23• PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO 6. ALL NEW FIRE HYDRANT INSTALLATION BRANCH TEES SHALL BE FIELD LOCATED AND CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC R PRIVATE MARKED BY SURVEY AND VERIFIED BY POTHOLING. INSTALLATION S HALL BE PER PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC W.A.S. STANDARD DWG NO. WF -01. ALL HYDRANTS SHALL BE INDUSTRIAL OR PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY RESIDENTIAL AS INDICATED ON PLANS. FIRE HYDRANTS SHALL HAVE GUARD POSTS WATERING OR OTHER APPROVED METHOD THROUGHOUT THE CONSTRUCTION UNLESS INSTALLED BEHIND AN EXISTING CURB OR SIDEWALK. OPERATIONS. 7. ALL WATER MAIN VALVES SHALL BE INSTALLED LEVEL, WITH SHAFT AND OPERATING 24. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL CONNECTIONS TO EXISTING NUT VERTICAL, AND SHALL HAVE JOINT CONNECTIONS TO CAST IRON FITTINGS PER PIPE BY POTHOLING PRIOR TO COMMENCING WORK. W.A.S. STANDARDS AND SPECIFICATIONS, UNLESS OTHERWISE NOTED. 25. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH 8. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES DEFLECTION COUPLINGS AND INTEGRAL BELL ND PIPE FOR CURVED ALIGNMENTS IN INCLUDING SHORING AND BARRICADING, AND SHALL BE SOLELY RESPONSIBLE FOR BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN TH CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PPE AND BEVEL END FOR LAWS AND REGULATIONS. NEITHER THE OWNER NR THE ENGINEER OF WORK WILL USE WITH DEFLECTION COUPLINGS. ALL RADII BETWEEN PLAIN FEED TO 270 NF ET. }USE ENFORCE SAFETY MEASURES OR REGULATIONS. DEFLECTION COUPLINGS 19 -FOOT PLAIN ND PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII PARTMENT OF OCCUPATIONAL AND SAFETY & HEALTH (DOSH) NOTE: THE BETWEEN 270 FEET AND 590 FOOT P PLAIN END INTEGRAL P PE RLENGTH BELL O PIPE LENGTH CHORD. 9. DE CONTRACTOR 1S REQUIRED TO OBTAIN A PERMIT FROM DOSH PRIOR TO COMMENCING JOINED TOGETHER WITH CONSTRUCTION OF TRENCHES OR EXCAVATIONS WHICH ARE 5 FEET OR DEEPER AND USE COMBINATION THE CURVED EACH ALIGNMENTF FOR ALL RRADIIABETWEEN �560 FEET CON COMBINATION INTO WHICH A PERSON IS REQUIRED TO DESCEND. TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS 10. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES TO SPECIFICALLY AUTHORIZED BY DISTRICT'S REPRESENTATIVE, BE JOINED OR CROSSED PRIOR TO COMMENCING WORK. REPRESENTATIVES FROM UTILITIES SHALL BE NOTIFIED 48 HOURS PRIOR TO FIELD LOCATION. 26. IN THE EVENT OF DETAILFYVM° -07 OR LIATERAL REPLACEMENT RLREQUIIREMENTS.R SHALL APPROPRIATE THE CONTRACTOR SHALL YS PRIOR NOTIFY, TO DISTRICT POTENTIAL FOR CONFLICTS REDES#GN MINIMUM 1F REFER TO W.A.S. OF 10 WORKING D 27. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO --LEAD NECESSARY. BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM e-i0N EFFECT JANUARY 1, 01 COMPLIANCE NTH PAR S. LAW, THE DISTRICT SHALL UTILITY REQUIRE ALL MATERIALS T0 BE NO UNDERGROUND SERVICE ALERT 800) 422 -4133 2S. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS AND SERVICES SHALL BE CALTRANS* 619 688 -6843 PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC--17 & WC -18. SBC COMMUNICATIONS 619 697 -5371 SAN DIEGO GAS AND ELECTRIC 619 696 -2389 CITY OF ENCINITAS 760 633 -2700 CITY O F ENCINITAS NOTES SAN DtEGUITO WATER DISTRICT 760 633 - 2709 LEUCADIA WASTE WATER DISTRICT 760 753 -0155 CARDIFF SANITATION DISTRICT 760 633 -2870 DANIELS CABLE 619 PONSIBLE FOR 438 -7741 1. A PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEERING DEPARTMENT FOR ANY COX CABLE 619 263 -9251 WORK WITHIN THE STREET RIGHT -OF -WAY. THE CONTRACTOR IS RES SOUTHWESTERN CABLE 619 695- -3220 OBTAINING THE PERMIT AND PAYING ALL REQUIRED FEES AND DEPOSITS (REFER TO SECTION 7- 1.04). * CALTRANS FACILITIES WILL NOT BE MARKED OUT BY USA. 2. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT -OF -WAY 11. ALL SALVAGED MATERIALS SHALL BE RETURNED TO SDWD. WITHOUT THE FULL KNOWLEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN OF THE IN111ATION OF PERMITTED 12. MINIMUM COVER OVER THE WATER MAIN SHALL BE 36- INCHES, UNLESS OTHERWISE USE AT (760) 633 -2796 OR (760) 633 -2797 AS STATED ON THE PERMIT. SHOWN. 13. ALL MANUAL AIR RELEASE oSTH£ERW#SE INDICATED. SHALL BE SET BEHIND CURB TRAFFIC CONTROL NOTES OR SIDEWALK, UN _ 14. HAUL ROUTES SHALL BE PROVIDED BY THE CONTRACTOR AND APPROVED BY THE TRAFFIC CONTROL SHALL BE #N ACCORDANCE WITH APPENDIX A OF THE REGIONAL CITY ENGINEER BEFORE THE "NOTICE TO PROCEED" IS ISSUED. 1 S CONSTRUCTION ACTIVITIES TO THE PERIOD STANDARD DRAWINGS (AUGUST 2008 EDITION) AND THE WORK AREA TRAFFIC 15. THE CONTRACTOR SHALL LIMIT HIS BETWEEN 7:30 A.M. AND 5:00 P.M. REDUCED WORK HOURS OF 9:00 AM TO 3:00 PM CONTROL HANDBOOK, 2009, NINTH EDITION. MAY BE REQUIRED FOR CIRCULATION OR MAJOR ARTERIAL ROADWAYS. 2, THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH CALTRANS STANDARD PLAN T -11, T -12 OR T -13 DURING 16. UNLESS NOTED OTHERWISE, ALL FITTINGS AND VALVES SHALL HAVE TYTON PUSH -ON WORKING HOURS. MEN CONSTRUC11ON SHALL UC11ON OPEN A BONS TRAVELED NOT ARE OF THE JOINTS OR EQUIVALENT. PROGRESS, THE CONTRACTOR ROADWAY OPEN TO TRAFFIC. 17. ALL E PLANE COORDINATE SYSTEM, ZONE 6, PER THEN A.D. 83 SYSTEM CALIFORNIA 3 ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. STATE PLANE 18. WATER SERVICE TO CUSTOMERS SHALL BE IN OPERATION AT ALL 11MES EXCEPT \ 4 ALL TRAVEL LANES WILL BE A MINIMUM OF 12 -FEET WIDE UNLESS OTHERWISE DURING SERVICE RECONNECTION, DURING WHICH TIME SERVICE MAY BE INTERRUPTED APPROVED BY THE CITY OF ENCINITAS. FOR A MAXIMUM DURATION OF 30 MINUTES. INDICATE N PLAN SHEETS 1 THROUGH 7 5• ANY TRENCH PLATES USED SHALL HAVE SKID RESISTANT SURFACES. 19. ALL ACP TO PVC TRANSITION COUPLINGS REQUIRE A RESTRAINT DEVICE ON THE PVC SIDE OF THE COUPLING TO PREVENT 6. THE CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS TO THE CITY 0 MOVEMENT FROM TAKING PLACE. ENCINITAS TRAFFIC ENGINEER FOR APPROVAL AT LEAST FIVE WORKING DAYS PRIOR RE THE START OF WORK. CIRCULATION : AOAND :00 PM, NO ARTERIAL ROADWAYS MAY HAVE COMPENSATION REDUCED WORK HOURS; SHALL BE GIVEN TO CONTRACTOR. 7. WHEN CONSTRUCTION OASOCON S AND SIGNS SHALL ALL I CONTROL EQUIPMENT SUCH FROM W RK AREA. DESIGNED: RAF DRAWN: KK,PC,PV CHECKED: APPROVED DATE RJB TREV.B Y DESCRIPTION �7 WATER SERVICE DATA METER EXISTING EXIS=TYPE ACTION NUMBER SIZE SERVI 1" COPPER INSTALL NEW 1" COPPER 1" COPPER INSTALL NEW 1" COPPER 4p, / \ \ KEY MAP LOCATION 1 i , ,rf503 ,s ti ENC -25 (PT NO. 1025) ELEV 60.601' (NAVD 88) RECORD OF SURVEY 18416 2.5" CITY OF ENCINITAS BRASS DISC IN WELL MONUMENT IN THE MIDDLE OF THE INTERSECTION OF SOUTH EL PORTAL STREET AND LA MESA AVENUE, 100 FEET NORTH ALONG THE SOUTHEASTERLY CURB LINE OF SOUTH EL PORTAL STREET. KEY MAP LOCATION 2 S.rr` LEGEND - G MP- EXIST GAS LINE. "HP" INDICATES HIGH PRESSURE. REFERENCE OH, EXIST ELECTRIC CONDUIT /CABLE "OH" INDICATES OVERHEAD C -1 EXIST TELEPHONE CONDUIT(S) C -1 TV ------ EXIST TELEVISION CONDUIT(S) w EXIST WATER PIPE --S----' EXIST SEWER CS -- EXIST SEWER LATERAL D= = EXIST STORM DRAIN BASIS OF COORDINATES NOTE. NAD 83 (1991.35 EPOCH) RIGHT -OF -WAY LINES, AND EXISTING EASEMENTS SHOWN H?N WERE ESTABLISHED FROM AVAILABLE RECORD MAPS. ENC -33 (PT NO. 1033) -` tJO TITLE REPORTS WERE PROVIDED OR REVIEWED FOR THIS N 1957888.951' PROJECT AREA. SELECT RECORD MONUMENTS WERE TIED INTO 6242388.878' THE PROJECT COORDINATE SYSTEM TO ORIENTATE THE RECORD E EL62 828 81' (NAND 88j MAP. BEARINGS AND DISTANCES FROM THIS DRAWING RECORD OF SURVEY 18416 REPRESENT A BEST FIT COMPILATION OF RECORD DATA. THESE PROPERTY LINES AND RIGHT -OF -WAY LINES ARE INTENDED TO 2.5" CITY OF ENCINITA E �F ATHE THE BE USED FOR A GRAPHIC REPRESENTATION ONLY. CURB ON THE SOUTH SID LOT FOR THE CITY OF ENCINITAS SWAMIS PARK IN RED CURB NORTH OF RESTROOMS. San Dieguito Water District DUDEK505 South Vulcan Avenue 605 Third Street Encinitas, CA 92024 Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 ,.` Phone: 760.633.2709 Fax: 760.633.2818 P: \\101.Engineering \San Dieguito WD s - EXIST INDEX CONTOUR - EXIST INTER CONTOUR EXIST UTILITY PEDESTAL EXIST POWER POLE EXIST SIGN EXIST SPOT ELEVATION " EXIST MANHOLE EXIST MONUMENT ?' EXIST STREET LIGHT _ EXIST FENCE %?\ EXIST PALM TREE EXIST TREE EXIST METER BOX COVER EXIST FIRE HYDRANT EXIST GATE VALVE EXIST AIR RELEASE VALVE EXIST BLOW OFF - - - STREET CENTERLINE ----- R/W RIGHT -OF -WAY -- - - - - -- LOT LINE /PROPERTY LINE NEW POTABLE WATER LINE GATE VALVE (SIZE PER PLAN) REDUCER (SIZE PER PLAN) E- PLUG AND CAP (SIZE PER PLAN) (WP -03) c 2" BLOWOFF INSTALLATION (WB -01) G ---- 2" MANUAL AIR RELEASE VALVE (WA --01) C \\ EXIST WATER SERVICE ASSEMBLY RECONNECTION (WS -07) ©W NEW 1" WATER SERVICE ASSEMBLY (WS -01) THRUST AND ANCHOR BLOCK (WT -01) T 6" FIRE HYDRANT (RESIDENTIAL UNLESS OTHERWISE NOTED) W /GUARD POSTS GRAPHIC SCALE oo •0 SCALE: 1" tt SAN DIEGUITO WATER DISTRICT TRANSMISSION MAIN ABANDONMENT GENERAL NOTES, ABBREVIATIONS AND KEY MAPS 2609 Pipeline Pro, Data \CAD 64?4 \D,r,,g \Transrnission Plain \6474 SN02 G- SHEET 2 OF 7 PROJECT NO. C W 1 O 1 / k 12011 1: 5 0 -7,c ORKNEY LANE q EXISTING 30 TRANSMISSION o MAIN TO BE LOMOND DR ABANDONED' EXISTING unl r7 ; NINSTALL BRICK AND MORTAR END SEALS AND FILL PER WAS WP--03 -A - - — -- — _- -- A-5 �- INSTALL BRICK AND MORTAR END SEALS AND FILL PER WAS WP -03 EXISTING 24" VALVE -1 TO BE REMOVED, VAULT TO BE REMOVED �L- EXISTING �0­_ __ Ai_LEY TRANSMIS ION MAIN TO E EDINBURG x -I-S-. __y »_. - - - -- TRANSMISSION SEE DETAIL 7 ALLEY MAIN TO BE D-1 SEE PLAN At PROFILE __ -- i THIS SHEET ALLEY ABANDON EX SEE--N-O`M o WATER LINE i AND DETAILS r.3 4 PER WP -03 OXFORD d 0, ALLEY w ,—REMOVE GV AND INSTALL BND FLANGE j MONTGOMERY LI _ . - ____._ _ - -_ -_ . _ _ _ _ ___ __- _ ... �_ �I w U MANCHESTER 2315 CAMBRIDG NOTE: 1. CONNECT EX 8" AC TO 12" AC. INSTALL 12 "x8" TEE, (2) 12" GVs, (1) 8" GV, (2) 90' BENDS AND SPOOL PIECE TO FIT_ THRUST BLOCK AS REQUIRED. INSTALL 2" BO VALVES AFTER EACH VALVE (3 TOTAL)- REV.1 DATE I BY 1 DESCRIPTION 1APPROVEDI DAME DESIGNED: RAF DRAWN: KK,PC,PV CHECKED: RJ13 � FR4FISS/0 Nil DUDEK * No. 5 395 * 605 Third Street Encinitas, CA 92024 J,T Exp. 12/31/11 \Q 760.942.5147 Fax 760.632.0164 £ r7F CA�V\ 8" ''PVC WATER (CL 200 j 180 -_ �_ _ l + Q urn —w- 0 +0 a0 cv U ao vy .- r- EXISTING GRADE -- ...... _ .._ ._.... 170 _ X TOP OF PIPE I Q U Q? �© (l In `n ice/ i LO Ln t— U 00 cn F— _ o ! ✓ f o w �w ✓� \ BOTTOM OF PIPE 160 160 I 2.48% 1 Lj� { ZV PROFILE BIRMINGHAM PR ad SCALE: 1" '20' ORIZ r s i +wc CL 1" 4' 1ERT I 150 � 150 iMA 943 Camb ridge 1942 Edinb rgh INSTALL 2" BO 2 +55.58 BIRMINGHA 1 +35.92 BIRMINGHAM PER WAS WB- 01 I i 1 1NSTALL NEW 3 —WA 1 +08.67 BIRM " ! CUT AND REMOVE APPROX 4' ?I 8" VALVE CLUSTER. �� V A P OF THE EX ABANDONED 30 }> REMO E EX CPI INSTALL 2" BO ti ! INSTALL 2 AV \ ?! Ca CONC PIPE. INSTALL BRICK TO NEAREST JOINT R WAS WB -01 PER WAS WA -01 �i ,_ AND MORTAR END SEALS SEE DETAIL . 2 7� .i. t\ y,li'��3r ;;� ?{`��wj -��`°^ J'Sw .3M.,. S. �',.�,d�., J, °�"2 ���"9,�.21^z.y� j; +r. /� (� '\I,�� t- < t` 4 'i. !i . z l J . -f .:`r i` `�" .Z. �. :! D —1 `(" , `Z ,`i YS \l, it �++^-� ' j�, i �" t •! + Cr' �,r i'J ? ri ''` ` r' ,{ 4 4'`'•:.1 , G < is i. }, 4 '� }1 : t'7 .. Z" BIRMINGHAM r Q Lo- 10' L2 2 2 +55.''� 0 ... I v i �/;.• .° .._ r .r 1.. S. 1 +00 BIRMING- - - < i l` c1 CONNECT TO EX I`. { " X PIPE' ,# ;." INSTALL 2" B 8 AC WATER NEW 8 PVC © TO B ©NDEMOLISHED AS�;� >, 1' ..... I I (CL 200) i f PER WAS WB-+01 SEE DETAIL 1 I NEEDED TO FACILITATE 1 .4 WATER LINE , REMOVE EX 6 f L x RT INSTALLATION OF NEW BFV AND INSTAL BLIND ' ► I 200 Cambridge PIPE + ! + FLANGE TO EX "x6" FLG SC V-`} TEE. PLUG EX 6" ACP INSTALL NEW 1" COPPER j j ABANDON EX INSTALL NEW SERVICE (TO BE ABANDONED) PER SERVICE LATERAL ©;: - J SERVICE LATERAL LATERAL. SEE NOTE 1 WAS WP--03 PER WAS WS -01 ` - 1 i 407 Birmingham 421 Birmin gham 2012 Cambridge G� w-1:� 5 z_ PLAN g � "i NOTES: �'' S SCALE: 1 " =20' 1. CONTRACTOR SHALL INSTALL NEW SERVICE LATERAL UNDER EXISTING PI LINE DATA TABLE No. LTA -BRG. RADIUS LENGTH L1 29'29'23 "W 11.19 L2 N59'52'35 "E 144.40 CONCRETE SIDEWALK. CONTRACTOR SHALL PROTECT CURB AND SIDEWALK FROM DAMAGE. / 2, ALL WORK IN BIRMINGHAM DRIVE SHALL BE CONDUCTED DURING THE j f� HOURS OF 9 :OOAM AND 3 :OOPM. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLAN AND MEASURES. 3. WORK HOURS IN SANTA FE DRIVE ARE 9 :00 AM TO 3:00 PM, SUBJECT GRAPHIC SCALE TO CHANGE PER CITY OF ENCINITAS TRAFFIC DEPARTMENT. 0 20' 40' 4. THE 30" TRANSMISSION MAIN IS TO BE ABANDONED PRIOR TO SCALE: 1" = 20' CONSTRUCTION WORK IN BIRMINGHAM DR. C -1 San Dieg►uito Water District SAN DIEGUITO WATER DISTRICT SHEET TRANSMISSION MAIN ABANDONMENT 3 505 South Vulcan Avenue F 7 Encinitas, CA 92024 TRANSMISSIONS MAIN ABANDONMENT PLAN PRO ECT NO. Phone: 760.633.2709 PLAN & PROFILE BIRMINGHAM DRIVE CW Fax: 760.633.2818 STA 1 -00 TO STA 2 +55.58 1 OA P: 101.E(1C I11C'F:I Ili] ,7CJ Dic quitc) '!`fl 54,74­2009 .. Pi c,.Iin( �' U�F' t ��)— r'C':. (1 [�❑ f J � "O E' 7 s 1. `, _ J _.IC,Cl �n�, 4 �I O_ C- 1 4, ? �? Pt'.�1 ,g T- 12". PVC WITER (CL 200) EXISTING FENCE--,, c6 EXISTING GRADE iiI _j 200, Q- m X 0 C) r, Cj_ 0 _j N < 1+00.00 C0N`N`L`CT--T --- ---- -- -- - -------- E 12" w SEE DETAIL rl 0.03% 190 0) II 00 co :z 0- ----------- 00 00 i C) 1-1 00' a- 3:00 NO H 0 00 V) co it co q­� 0 1!`1 PRO 'ILE SCALE: 11"=20' HORIZ ii 4' VERT OL No. DELTA—BRG. 6� LENGTH Ll S89*49'35"W 23.64 4- N00'54'37"E 4 80.72 -CON-N-EC T-M 'EX 12" W SEE DETAIL/ er PIPELINE DATA TABLE No. DELTA—BRG. RADIUS LENGTH Ll S89*49'35"W 23.64 4- N00'54'37"E 4 80.72 —2 LG GV - PIPELINE DATA TABLE No. DELTA—BRG. RADIUS LENGTH Ll S89*49'35"W 23.64 L2 N00'54'37"E 4 80.72 ----- - ----- % ra :LOCK 4 —2 LG GV - EX 27 CONC PIPE INSTALL 2" BO PER WAS WB-01 12" FLG x PO 90* BEND J., un,� I k? SiT K, 2 7, Lj 7N! I NE TO +40.45 CAU110PC 2+04.36 V, X 12" W � 1 11, � 1�1_1 , ( /_ - _ 4" GAS EX 2" AV CON, ECT_ TEE ,,N X DETAIL X 12" W TOREMAIN INSTALL N� SEE DE 2" BO PER; TAIL FY 119" ACP L; X/ 0 -12" PVC PIPE z 00 < ­3 ,-----EX 12" AC PIPE TRANSITION COUPLING —INSTALL 12" PVC INSTALL 2" BO 12" FLG x PO GV - CLOSED jr POSITION REMOVE EX 12" 90* EX 12 BEND AND INSTALL PVC PIPE TRANSITION COUPLING ;Lp 12" DI f1%1 _LG TEE PLUG EX 12" ACP (TO BE ABANDONED) PER WAS WP-03. REMOVE EXIS-TING .THRUST BLOCK VALVE CASING PER WT-01 AND LID rLVU LA [Z ACP (TO BE ABANDONED) PER WAS WP-03 DEMO EX 27" CONIC PIPE MIN 24" CLEAR OF NEW 12" PIPE REMOVE EX 12" GV AND INSTALL TRANSITION COUPLING WAS WB•0,1 V , �i EX 26" ABANDONED REMOVE EX 12" VALVE AND PV hJ 16 1+ 3.64 INSTALL BLIND FLANGE 12" ELBOW. 2 REMOVE- EX 12" TEE 2 ------- VALVE N"' 0" EX 30" TO BE A_�ANDO -ED'- EX 12" ACP EX 2 AV it TO REMAIN t. EX 12" ACP N NE PVC (CL E VALVE REMOV (TO BE �03 E) N CASING AND LID PER WAS WP _-W I _200) U.. -4. L).-Tvc' T 1+00.00, J i -7 X CONNECT TO... _N_ EX 12 W CONNECTION DETAIL SEE D J N'), TO Bt�,, NOT TO SCALE DETAIL ��jj 'j') Uj OtLL b� __.,AbANDb ED t I L1 (j') NOTES% 1. THE 30" TRANSMISSION MAIN IS TO BE ABANDONED. THEN r CALTRANS ROW J THE INSTALLATION OF 12" WATER MAIN IN SANTA FE WITH 10/ d (M 4P L0-37A,) GRAPHIC SCAL� LU THE INSTALLATION OF THE TEE AT 1+40 WITH A CLOSED tit 0 20' 40' i U.. 4 VALVE. THEN THE INSTALLATION AND CONNECTION FROM z-74. 61 1+00 TO 1+23. THEN INSTALL THE CONNECTION AT 2+04. THE CONTRACTOR MAY WANT TO VARY THE SEQUENCE SCALE: 1 20' d �5 SUBJECT TO DISTRICT APPROVAL. Ti K 2. ALL WORK IN SANTA FE DRIVE SHALL BE CONDUCTED Z� DURING THE HOURS OF 9: 00 AM TO 3: 00 PM, SUBJECT N -0 - R­ —RAMP T 0 U Al D OFF TO CHANGE PER CITY OF ENCINITAS TRAFFIC DEPARTMENT. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLAN AND Z O LAPU" MEASURES. SCALE: 1"=20' C-2 DESIGNED- VE S/0 San Dieguito Water District SAN DIEGUITO WATER DISTRICT SHEET RAF TRANSMISSION MAIN ABANDONMENT 4 DRAWN: - --- --- - ---- ----- - KK,PC,PV DUDEK 505 South Vulcan Avenue PLAN & PROFILE OF 7 16" No. 59395 605 Third Street Encinitas, CA 92024 Encinitas, CA 92024 OF NO. CHECKED: Exp. 12/31/11 760.942.5147 Fax 760.632.0164 Phone: 760.633.2709 NEW 12" TRANSMISSION MAIN 4e, cfv\�_ RJB Fax: 760.633.2818 STA 1 +00 TO STA 2+04.36 CWW 1 OA REV. D A FE BY DESCRIPTION APPROVED D - ATE I 4 774 9 --D _�n �Da-c\C'A,,D 647.,4',,Dv,,q\,Trn I-Iqinee-i 200 - F''p-Ilf-c Prcjeci-s\b s: 04 -1 C,4 2 11 /4 / 2 C) 1 1 : 5 2 P i U r ricil 50�') CI I / 4 5�! "A C.� Su• 11 Vp THRUST BLOCK PER so ----EX 8 " AC PIPE WT -01 (TYP) rL 90° BEND � s TRANSITION COUPLING EX 12" AC PIPE TRANSITION COUPLING t, INSTALL NEW 2" BO PER WAS NO. WB -01 8 PVC PIPE INSTALL NEW EX 2" ` tr 12" PVC PIPE BO PER WAS NO. f -- WB 01, SEE NOTE 1 8" PVC / / t 8 DI FL x PO GV INSTALL 2" BO PER °° 8" DI FL GV 8" DI FL TEE 12" GV FL x PO — 8, -0 » WAS NO. WB -01 �� 8" FL GV � . PLUG EX 6" AC TRANSITION ( — SERVICE 8" PC i THRUST BLOCK PER WAS WT--01 TO BE ABANDONED ( ) PER WAS WP -03 "" COUPLING 8 FL 22,5 BEND 'A ,> SADDLE NEW 1 SERV LAT PER WS -01 8" PVC PIPE 8" DI FL x PO GV 1 ; _ o 8 DI FL i ;� 8" PO \ — r INSTALL NEW 2" AV--J — TM - ) 8 FL x PO 22.5' BEN 8" PVC LENGTH 8" FL DI GV PER WAS NO. WA -01 8" PVC PIPE "" "" "� 22.5' BEND 8 PVC "� TO FIT � INSTALL NEW 2" BO EX 8 AC PIPE 8 PO 22.5' BEND EX 8 AC PIPE --- PIPE 90 BEND O PER WAS NO. WB -01 TRANSITION COUPLING 12 "x8" FL TEE nfL 8 PVC _ - � • REMOVE 6" GV 12" GV FL x PO PIPE EX 8" — AC: PIPE _ ° -____ . ._�..._.._.._ � � ._ _. ... .._.... o ..___ _ ._. ___ _. _` „ AND INSTALL 6" BLIND FLANGE _.� EX 8" AC PIPE 12" PVC PIPE �" 8 PVC PIPE LENGTH TO FIT 12 "x8" " FL TEE TRANSITION EX 8 ACP PLUG EX 6 AC COUPLING (TO BE ABANDONED} TRANSITION INSTALL NEW EX 2" PER WAS WP -03 8 " PVC PIPE EX 8 " PLUG EX 8" ACP THRUST BLOCK (TO BE ABANDONED) _ I EX 8 FL TEE COUPLING BO PER WAS NO. WB -01. SEE NOTE 1 LENGTH TO FIT AC PIPE TRANSITION PER WT--01 PER WAS WP -03 PLUG EX 6" AC € f N COUPLING (TO BE ABANDONED) "" NOTE 1: ALL BO ARE STRAIGHT UP EX 8" ACP PER WAS WP -03 EX 8 AC PIPE EX 12 AC PIPE _:_. IN SBF 1243 VALVE CAN BIRMINGHAM DR STA 1 +00 BIRMINGHAM DRIVE STA 2 +55.58 BIRMINGHAM AT OXFORD BIRMINGHAM AT OXFORD CONNECTION DETAIL_ 1 CONNECTION DETAIL 2 CONNECTION DETAIL 3 CONNECTION DETAIL 4 NOT TO SCALE C-1 NOT TO SCALE C--1 NOT TO SCALE C -1 NOT TO SCALE C-1 1 -1/2" AC FINISH COURSE -- TRENCH WIDTH IF LESS THAN 2' NOTES: 3/8 MAX. AGGREGATE MIN. PIPE Q.D. +12 " MAX, PIPE O.D. +20" PAVEMENT TO GUTTER REMOVE EXISTING ACP TO NEAREST REST PIPE JOINT 1. EXISTING EX 30" CONC CIRCULAR OR REMOVE REPLACE j / 1:; 30" I.D. CLASS I _ - - -� -�.. j PRESSURE PIE TO AC BERM. TRANSITION COUPLING CENTRIFUGALLY SPUN REINFORCED CONCRETE PIPE REMAIN IN r ( SERVICE. SEEi NOTE COLD ���� 12" WITH A DOUBLE RUBBER 1. "PLANE 1 1 /2 DEPTH !, SAWCUT (TYP) EXISTING # T1NG ACP GASKET JOINT. _ �_� _._... - -__._ �� — — \���T — — ( EXIST. AC �� — "" ►-- PE X PE PVC SPOOL "" 2. 30 CUSTOM FABRICATED WELDED STEEL FUSION EPDXY a 2 "0 SOLID STEEL STRUT WELD T END oo * PAVEMENT ooQa o� �� 6 MIN. CLASS 2 AGGREGATE BASE LINED AND COATED END CAP. i CAPS. SEEN NOTE 3. COMPACTED TO 95% MIN. o � FL X PO CIRCUMFRANCE STEEL SHALL z PETROMAT PER �, , RELATIVE COMPACTION �, REDUCER BE MIN. 0.25" THICK ROLLED F- O U CITY STANDARDS—' `\ a TRANSITION FL DI GV PLATE. END SHALL BE MIN. AC FIRST COURSE 3/4" MAX. A GGREGATE. COUPLING FLANGED TRANSITION 0.75 THICK PLATE. INSTALL CUSTOM w w EXIST PAVEMENT PLUS ADAPTER COUPLING CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR END CAPS. SEE NOTE X Q ° ;� 0 1 AC —MIN 4 AC * w Z PE X PE PVC SPOOL EXISTING ACP APPROVAL PRIOR TO FABRICATION REPLACE "DIA. RUBBER GASKET PRIOR TO PLUG EX 30" PIPE 0 to w MAGNETIC z w �— SELECT NATIVE OR IMPORTED GRANULAR o WARNING TAPEj! U INSTALLATION. (TO BE ABANDONED) PER WAS WP 03 t� a. MATERIAL TO 90% MIN. RELATIVE COMPACTION. '`� _ J 3. ENCASE STRUT AND VOID SEE SPECS. w POTABLE — a. Uj WATER LINE l 6" MIN 10" MAX EXISTING ACP ____` PE X PE PVC SPOOL _..__...._.____.___m__ BETWEEN CAPS WITH CONCRETE THRUST BLOCK, _ j PER PLAN �S� 9i7 4904 4" BEDDING X - FL X PO DI GV FL Di CROSS OR TEE � � NOTES: SEE SPECS. �, 0 I , � 1. FOR DEPTHS UP TO 5 FEET, NO TRENCH SUPPORT IS REQUIRED UNLESS WET, UNSTABLE w FLX PO REDUCER ___.._ .. - - -._� Fm___� �.... Mt .., - -.� �_ _ ��- I OR RUNNING SOIL IS ENCOUNTERED. ~ -- EX 30" CONC 2. FOR DEPTHS EXCEEDING 5 FEET, SHORING OR SOLID SHEATHING IS REQUIRED. TRANSITION COUPLING �` CIRCULAR 3. WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING IS PE X PE PVC SPOOL _ _ _ — — PRESSURE PIPE TO REQUIRED. BE ABANDONDED 4. WHERE NO AC PAVEMENT EXISTS, TRENCH BACKFILL SHALL BE COMPACTED TO 90% EXISTING ACP RELATIVE COMPACTION FLUSH WITH EXISTING GROUND. *5. SANTE FE DRIVE AND BIRMINGHAM ROAD SHALL HAVE A MIN. STRUCTURAL SECTION OF 6" AC OVER 10" MIN. CLASS 2 AB TYPICAL VALVE REPLACEMENT TYPICAL PIPE TRENCH DETAIL 5 CONNECTION DETAIL 6 CAP AND PLUG DETAIL 7 NOT TO SCALE VARIES NOT TO SCALE VAR NOT TO SCALE C -1 D!1 DESIGNED: QRQF s�s8 San Die g uito Water District SAN DIEGUITO WATER DISTRICT SHEET RAF o � � Nm DUDEK 505 South Vulcan Avenue OI' TRANSMISSION MAIN ABANDONMENT DRAWN: KK,PC,PV CHECKED: RJB No, 59395 �59395sf ,t s4 CIV1L ���� or CAVE° 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 764.632.0164 ,,�,,,,�,,� ��'" Encinitas, CA 92024 Phone: 760.633.2709 Fax: 760.633.2818 MISCELLANEOUS DETAILS PROJECT CWW NO, 1 OA REV. DATE BY DESCRIPTION APPROVED DATE n uiegUITO v ipe me rojec s \.— esign a aV ' ",,v,rlg\ ransrrission Main \6474 SM05 D -1 1/4/2011 1:53 PM THRUST BLOCK PER "C' ...-_�EX 8" AC PIPE WT-01 (TYP)­­\ 8" FL 90* BEND 'V _—TRANSITION COUPLING EX 12" AC PIPE TRANSITION COUPLING INSTALL INSTALL NEW 2" BO WAS NO. WB-01 ' __ A/ �% INSTALL NEW EX 2" 8" PVC PIPE BO PER WAS N0. 12" PVC PIPE WB-01. SEE NOTE 1 8" PVC 8 " DI FL x PO GV 8'-0" INSTALL 2" BO PER 8" DI FL GV 8" DI FL TEE 12" GV FL x PO WAS NO. WB-01 8" FL GV THRUST BLOCK PLUG EX 6" AC (TO BE ABANDONED) 8" FL x PO TRANSITION COUPLING lilr_`� P PVC SERVICE NEW 1" SERV LAT SADDLE 8" PVC PIPE PER WAS WT-01 DI FL PO GV PER WAS WP-03 22.5* BEND Z04k 0 _ff) DI FL G V W " O8" PER WS-01 x 1.: to 8" FL x PO * BEND 82.5 8" PVC 8" FL DI GV INSTALL NEW 2" AV PER WAS NO. WA-01 8" PVC PIPE j Z8- 22.5* BEND 8" PVC LENGTH TO FIT INSTALL NEW 2" BO EX 8" AC PIPE P0 22.5* BEND EX 8" AC PIPE PIPE 80' FL x PO 90' BEND PER WAS NO. WB-01 —TRANSITION COUPLING 12%8" FL TEE 8" PVC PIPE EX 8" EX 8" ACP REMOVE 6" GV AND INSTALL 6" BLIND FLANGE--, EX 8" AC PIPE 12" GV FL x PO 8" PVC PIPE 12" PVC PIPE LENGTH TO FIT AC PIP E J 12 "x8" PLUG EX 6" AC FL TEE (TO BE ABANDONED) TRANSITION COUPLING TRANSITION INSTALL NEW EX 2" BO PER WAS NO. PER WAS WP-03 8" PVC PIPE EX 8" PLUG EX 8" ACP COUPLING WB-01. SEE NOTE 1 LENGTH TO FIT AC PIPE THRUST BLOCK TO BE ABANDONED) L TRANSITION PER WT-01 PER WAS WP-03 PLUG EX 6" AC EX 8" FL TEE NOTE 1: COUPLING L (TO BE ABANDONED) PER WAS WP-03 �EX 8" AC PIPE ALL BO ARE STRAIGHT EX 12" AC PIPE IN SBF 1243 VALVE UP CAN EX 8" ACP BIRMINGHAM DR STA 1+00 BIRMINGHAM DRIVE STA 2+55.58 BIRMINGHAM AT OXFORD BIRMINGHAM AT OXFORD CONNECTION DETAIL ri CONNECTION DETAIL 2 CONNECTION DETAIL 3 CONNECTION DETAIL NOT TO SCALE C-1 NOT TO SCALE NOT TO SCALE NOT TO SCALE 1-1/2" AC FINISH COURSE- TRENCH WIDTH IF LESS THAN 2' NOTES: EX 30" CO NC 3/8" MAX. AGGREGATE—-, MIN. PIPE 0. D. + 12� REMOVE/REPLACE REMOVE EXISTING ACP TO NEAREST PIPE JOINT EXISTING I,D. CIRCULAR MAX. PIPE O.D. +20" PAVEMENT TO GUTTER 1. 30" CLASS I PRESSURE :PIPE TO OR REMOVE/REPLACE TRANSITION COUPLING CENTRIFUGALLY SPUN REMAIN IN AC BERM . REINFORCED CONCRETE PIPE SERVICE. SEE NOTE COLD PLANE 12" EXISTING ACP WITH A DOUBLE RUBBER GASKET JOINT. 1 1/2" DEPTH SAWCUT (TYP)- -- PE X PE 2"0 SOLID STEEL - - - - - - - - - - �7 EXIST. AC L F- z PVC SPOOL 2. 30" CUSTOM FABRICATED WELDED STEEL FUSION EPDXY LINED AND COATED END STRUT WELD: TO END CAPS. SEE 'NOTE 3. PAVEMENT- 6" MIN. CLASS 2 AGGREGATE BASE CAP. w PETROMAT PER COMPACTED TO 95% MIN. RELATIVE COMPACTION 0 FL X PO REDUCER CIRCUMFRANCE STEEL SHALL BE MIN. 0.25" THICK ROLLED z w 0 CITY STANDARDS---' N CL AC FIRST COURSE 3/4" MAX. AGGREGATE. TRANSITION FL DI GV COUPLING FLANGED TRANSITION PLATE. END SHALL BE MIN. 0.75" THICK PLATE. CONTRACTOR SHALL SUBMIT Iliv- INSTALL CUSTOM END CAPS. w to V) ADAPTER COUPLING SEE NOTE 2. z w X 0 Ld Uj < Lj cr_ V) 0 EXIST PAVEMENT PLUS 1" AC-MIN 4" AC cr_ < bi z PE X PE /F PVC SPOOL EXISTING ACP SHOP DRAWING FOR APPROVAL PRIOR TO FABRICATION REPLACE jj"DIA. ry 0 RUBBER GASKET PRIOR TO PLUG EX 30 PIPE 0 MAGNETIC INSTALLATION. (TO BE ABANDONED) w Vi z 0 WARNING TAPE 0 Uj SELECT NATIVE OR IMPORTED GRANULAR 0 ---- PER WAS WP-03 z N MATERIAL TO 90% MIN. RELATIVE COMPACTION. 3. ENCASE STRUT AND VOID D Uj SEE SPECS, CL Uj POTABLE 6" MIN 10" MAX z PE X PE PVC SPOOL EXISTING ACP BETWEEN CAPS WITH CONCRETE THRUST BLOCK. cL WATER LINE V) PER PLAN X LAJ FL DI CROSS FL X PO DI GV OR TEE 4" BEDDING NOTES: SEE SPECS. 0 FL X PO 1. FOR DEPTHS UP TO 5 FEET, NO TRENCH SUPPORT IS REQUIRED UNLESS WET, UNSTABLE U_j REDUCER EX 30" CONC OR RUNNING SOIL IS ENCOUNTERED. Of CIRCULAR 2. FOR DEPTHS EXCEEDING 5 FEET, SHORING OR SOLID SHEATHING IS REQUIRED. TRANSITION COUPLING PRESSURE PIPE TO 3. WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING IS PE X PE PVC SPOOL BE ABANDONDED REQUIRED. 4. WHERE NO AC PAVEMENT EXISTS, TRENCH BACKFILL SHALL BE COMPACTED TO 90% EXISTING ACP RELATIVE COMPACTION FLUSH WITH EXISTING GROUND, *5. SANTE FE DRIVE AND BIRMINGHAM ROAD SHALL HAVE A MIN. STRUCTURAL SECTION OF 6" AC OVER 10" MIN. CLASS 2 AB TYPICAL VALVE REPLACEMENT CAP AND PLUG DETAIL (7� TYPICAL PIPE TRENCH DETAIL K"�5 CONNECTION DETAIL NOT TO SCALE NOT TO SCALE �VARIES NOT TO SCALE Q9 D-1 DESIGNED: San Dieguito Water District SAN DIEGUITO WATER DISTRICT SHEET RAF i3fE S10 1) - I I - 9- DUDEK -5 2L 7 TRANSMISSION MAIN ABANDONMENT DRAWN: rn 0== 70 505 South Vulcan Avenue PROJECT NO. KK,PC,PV No. 593 605 Third Street Encinitas, CA 92024 Encinitas, CA 92024 k_ Exp. 12/31/11 M F CN 760.942.5147 Fax 760.632.0164 Phone: 760.633.2709 Fax: 760.633.2818 MISCELLANEOUS DETAILS CWW 1 OA CHECK D: RJB REV. DATE BY DESCRIPTION APPROVED1 DATE I vv U rr V!0: 4 \ I I - j I I � 1:, u I .j : I t"'I �j I ! I "U -F- I I 1_j -, U I , t I-) I J J f ivi