Loading...
1982-13-WOYy S T 7,.- A.Nj 1 7 EFA.:tiFFF i ot � � �CpO��� �✓ `` St pFp f AV Pp,Nf O3A y 1 �f- , w mpNp JA lEUC1,Wpn YIVD Eu I I OpPnNE ` Io T, z s� t S' I �y pt I ElICHnTAf BE MM Ik x� RAHEtp . jIYI SEtp F:ORIS� � AS S4l41A � y4200 r . T o I nl cN IL 1i F 4ANCI, I I T I I Kgp EEA CU F II IME pAOJECT I I I i t i CAN ID-1 JtJEG C U N T Y , .✓ to � �CE1,lL]�1F�'E�N'[A or --N -:LANS F- -� R6- T1 L.01� —A t i --- - - --a- 1T T 13:S I I I I I I I I I I � i 04. 1 P O I 1 a R F---1 o FR-1 j ,.o� I j Al T —{t— LOCATION MAP O 8 10 18 BO 28 SCALE IN MILES AN7j " Li �1. 6.j 6J r. VICINITY MAP O 1 2 'SCALE IN MILES 1S S LIST OF DRAWINGS I SANTA FE DRIVE STA. 0 t 17 BK. TO STA. 9 t 75 GENERAL CONSTRUCTION NOTES 2 SANTA FE DRIVE STA. 9 t75 TO STA. 16 t 18 3 ARDEN DRIVE STA. 0 t 00 TO STA. 14 t 00 4 ARDEN DRIVE STA. 14t00 TO STA. 28 t00 5 ARDEN DRIVE STA. 28 t 00 TO STA. 36 t 50 6 11 D " STREET STA. 36 t50 TO STA. 43 t 60.5 7 STRATFORD DRIVE STA. Ot 00 TO STA. 14 t 00 8 STRATFORD DRIVE STA. 14t00 TO STA. 26t79* 9 SAN DIEGUITO DRIVE STA. Ot00 TO STA. 14t00 10 SAN DIEGUITO DRIVE STA. 14t00 TO STA. 28 t 00 I I SAN DIEGUITO DRIVE STA. 2 8 t 00 TO STA. 37 t 22.17 12 CORNISH DRIVE STA. 0 t 00 TO STA. 9 t46.27 13 DEWITT AVE; EAST "J" ST. AND EAST "I" ST. 14 "F" ST. STA. Ot00 TO STA. It80* 15 CONNECTION DETAILS 16 TYPICAL DETAILS VICINITY MAP O 1 2 'SCALE IN MILES 1S S 0 C? co n M Tq 0 2 in 0 /Z -------- . ....... "I 56� 5 - --- - ----- z- -- --------- ii— - -------- ly-4, - - - - - - - ----- 4 FTE)� 7. LOCATIONS OF ALL UTILITY SERVICE LINES SHOWN ON THE DRAWINGS ARE APPROXIMATE 'rxv�i' E "/7C7 __CL L _44 VALVE ONLY AND SHALL BE FIELD VERIFIED BY POTHOLING. A V !SAAITA 77D. tj ALL NEW PTUr "VnVAMM 2AjCrP7kTTAr112f')M ranAmf Ill TEES quA n ---------- 77 — -------- Q) A-- ---- ------- --------- ------ -0— !j i BY SURVEY AND VERIFIED BY DISTRICT FORCES PRIOR TO CONSTRUCTION. 7�' j ATING NUT VERTICAL, AND SHALL HAVE FLANGED -JOINT CONNECTIONS TO CAST IRON FITT- COVE u4L J *4 39 90 (4 "COY69) "F D. W. �TD. DW6. 7 9T 4, - - -------- + 66 AI) &�OAI K) ALL WATER MAIN VALVES SHALL BE INSTALLED LEVEL WITH SHAFT HORIZONTAL AND OPER- TEE, TEE INGS. 7* \zl EkD c4p /A 11T R51 10. PROJECT BENCH MARK DATA: s' rA: a AIX FLIT. COAIAI TEE ;t t e le� '11"'n y Y'd4 ve'� (MODIFY 05 T rL SAN DIEGO COUNTY BM - OC 0017 17-4. _0*24 TA �3 'a NW CORNER OF INTERSECTION SANTA FE DRIVE AND SAN DIEGUITO DRIVE. 1/2" IRON A VE, Nl� !"A T,1, C.O A /' I % � : �i�H! I , vn�z ) " , \ . I ', '% , � 1 -1 - n far T. 4- IZ, EE 9 (& Co EQUALT 5r4-0+3Co1q PIN, 28' N OF CENTERLINE SANTA FE DR., 28' W OF SAN DIEGUITO DR., l' W OF P�P. ELEV. IV 0 C4,4' P A 7. V4EE7- 9 COMIECTu*-)�6 -3 $i #27318, 154.330 x9T % I -� 1 (fo, 5; o FOR FU MAIN. 'T N 31-7,911..0' A/ SAN DIEGO COUNTY BM OC 0018 ((p !1/z' covEg 19 U E 691, 441. 215- PLAN 51, 725 Co. 4 E 1, V132, fld 33 2 14 0 111-3 ENV C3 9 NW CORNER OF INTERSECTION SANTA FE DRIVE AND DEVONSHIRE DRIVE 1/2" IRON PIPE, 30 N OF CENTERLINE SANTA FE DR., 24' W OF DEVONSHIRE DR., 2.5' SW OF FIRE HYDRANT, ELEV. - 174.010 A ME SAN DIEGO COUNTY BM - All NW CORNER OF INTERSECTION CORNISH DRIVE AND MELBA ROAD. 1/2" IRON PIN, ELEV. - 161.24 11. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING WORK. REPRESENTATIVES FROM REQUIRED UTILITIES SHALL BE NOTIFIED 48 HOURS PRIOR TO FIELD LOCATION. WATER: SAN DIEGUITO WATER DISTRICT 753-1145 SEWER: ENCINITAS SANITARY DISTRICT 753-6639 GAS AND ELECTRIC: S. D. G. & E. 235-6323 TELEPHONE: PACIFIC TELEPHONE CO. 298-0595 12. ALL SALVAGED MATERIALS SHALL BE RETURNED TO S. D. W. D. 13. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES. 14. MINIMUM COVER OVER THE WATER MAIN SHALL BE 36 INCHES. 15. ALL 2" MANUAL AIR RELEASE METER BOX INSTALLATIONS SHALL BE SET DIRECTLY OVER CENTERLINE OF WATER MAIN WITH CAST IRON TRAFFIC COVER. 1/F&mCz;/2/z) 41R4v/v5' SCALE: DESIGNED HORIZ. I It= 50' DRAWN -n! VERT. I11 =10' CHECKED. REV I DATE I BY I DESCRIPTION SUBMITTED z � i :4 -' � )— Z_901/ FR 0 J E C T E N G IN E E R R.C.E. NO. DATE RECOMMENDED L1 -,*79&4&4, z N?_ 9 JAMES M. MONTGOMERY R. C. E. NO. D A T E CONSULTING ENGINEERS, INC. JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC. Jl�yw 2255 AVENIDA DE LA PLAYA, LA JOLLA, OLIFORNIA 92037 APP OVED MA#AGER APPROVED SAN DIEGUITO WATER DISTRICT 20- SZ DATE HIGHLAND PIPELINE REPLACEMENT PROJECT SANTA FE DRIVE DATE STA. Ot 17; TO STA. 9 t 7 51 00 SHEET I OF * SHEETS 00 LL 0 Z ca 0 1 A RD EN DR, ze- LEL­- -------------- f- -------------- - - ----------- ---------- . . ........... 5VM1W1 T AV 1AISTOLL 01/ 13L ON 145 PER S. D W. 0. VO. 09/6. A/0. ro F 7 f ... ...... ..... — ----- — ---------------------- _Iz1f A c ........ --- ... . .... ... ... . ........... ----- Nv A Nev NXIAl SIT12+ A. 2 "x6 EE M. O+JO. 'SWEE F 7 At 5/7 930.00 E /, 682, 445,132 5 TRA T�T: ORD DR, 1'j -- -------- A-- 4- —146:3 ­-­-------- w./4 9 [CAUTIOA11 CAUTION C /00' v C. LIN j - -_ - - 4\ EX13T 14" 13;cL Y' VAL VE 1211,4CP, C11,150 5 / %0 till (�JAID uj 160 QN. - rYt7 A-�-C '2A VtN6 rl A- -100 C). 140 PE IN vElz r _�Wl 140 ERT X 15 w Sm, 130 /30 _ 14 A RD EN DR, ze- LEL­- -------------- f- -------------- - - ----------- ---------- . . ........... 5VM1W1 T AV 1AISTOLL 01/ 13L ON 145 PER S. D W. 0. VO. 09/6. A/0. ro F 7 f ... ...... ..... — ----- — ---------------------- _Iz1f A c ........ --- ... . .... ... ... . ........... ----- Nv A Nev NXIAl SIT12+ A. 2 "x6 EE M. O+JO. 'SWEE F 7 At 5/7 930.00 E /, 682, 445,132 5 TRA T�T: ORD DR, 1'j -- -------- A-- 4- —146:3 ­-­-------- w./4 9 rr,4. lrp+ 18 ;t (4!eo�oz) 7= 1JO* 4 EVONSHIRE RD COAIC rM, 11 END C4P COWN eXI-TT 10'14CP SPORT .......................... N 317. 951.34Z P L ------- - — - - - -------------------- -------------------- ----------- --------------- - - ------ N 3 is ...... . ... ------- — ------------------ ........... ....... . . . . . .. ...... .............. Xv� .......... . ...... Al ....... ......... ............. ............. . .................. ? . ...... .. .. ............ ------------ "A --_---------------------- i: - ---------- - - ----- ........ . ................... C' ---------- .... ........... , ......... . --------- - -----­------- ---- - ------ - ----------- ;� ------- ------------- ­ - - --------- -------- - --------------- --N o ---------------- --- --- -- - ---------------- II( 3. cl 9': 12'�-,d5* ENO -L T• R _AIS TE11V AV UEE //V 5/ 7 930 00 E /, &92, 7358 1,51.0c, 0 o? 00 LL 0 z m 0 xi 0 -IRE �,A -T 1 9YI9172ri 4 ILL. Ad IF 7l(j/v n T 57, 2 D46. NO C5 f PER -57 N r R D W. o. 19 4 /31d ND�o E Y r 44`Q� i 41 VE 1W YDI A Al� END jl< 5 IT ro. l9wcy B -/0Al 5' AL *4 y I[� -ER IVE�;ld-5-R'Ela-'OE Y/;,i TE- X. WA 7 7'J y �50UA 7 /& /5' Y) I- VE 514 EE T Iro SEE 5AIEET 1 L� 7VI L.4 VE 5 r 41:54��Al EX15F 4,q I-P Ar'i �X'J 1 Z",-- NT4 F zi LINE AT ;",x !9,4 L:V,6 6 E) Al 317, 931?. 55, Iro DE MIL A V45E 7 E 1, Cew, /m. 33 PLAN .. . ... . . ...... . . REV I DATE I BY DESCRIPTION HORIZ. I"=50 DRAWN O=Z- JA�� VERT. I"=10 CHECKED irw — 1 SUBMITTED �. w 8 0-r/ 147 Z-0 -if Z- ENGINEER R.C.E. NO. DATE JAMES M. MONTGOMERY RECOMMENDED //'k)7c*4t" CONSULTING ENGINEERS, INC. JAMES M. MONTGOMERY R. C. E. NO. D A T E I 2255 AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA 92037 CONSULTING ENGINEERS, INC. APPROVED I � ' ' /-),, - 4ujd2Qd'1'p ho") --je-zo -'? Z- - MAtiAGER DATE SAN DIEGUITO WATER DISTRICT SHEET 3 OF (a SHEETS HIGHLANDS PIPELINE REPLACEMENT PROJECT — APPROVED DATE ARDEN DRIVE STA. 0 t 00 TO STA. 14 t 0 9 C6 L) L) LU U. Z2 a 7777"; -T 777-77-7, `77' T, � ��r' 5 771, jj_ ---- --- tz W tju 130 U4 UN -4 k .4- inNJ N5 In zz zt _---EX'ST. A-C P4 AJ6 + 'GO A , APPROY. LOCATION OF �MIT SEW CE CROSTIN6 - YMCA L In zz zt _---EX'ST. A-C P4 AJ6 + 'GO IA40 PLAN PLUG Ell-ADS s � A , Zf- G012ZD OIZA M/ M67 A DATE BY DESCRIPTION @ @ ................... ............... [E7— --7 ----------- + --------- ........... 'o + & P/ E INVERT' WVEIV- max 5T--5E N IA40 PLAN PLUG Ell-ADS s � HORIZ. I"=50' VERT. I"= 10' A , Zf- G012ZD OIZA M/ M67 REV DATE BY DESCRIPTION HORIZ. I"=50' VERT. I"= 10' rw� W J_ LL 0 z m 0 a -7 r /%O /G /5 140 �tJ- — -- — — - CELT/ o . d �'l� ROXL (1C T t O# O S SWffVICE ,CROSSING - (TYAICL�L - }- Fig ?13 ?9 30 31 52 53 34 - - -- 35, 3G REV I DATE I BY Oitl 4 W1' DESCRIPTION SCALE: DESIGNED HORIZ . I"=50' DRAWN '�S VERT • I" =10 CHECKED. / L..mIV SUBMITTED PROJECT ENGINEER R.C.E. NO. DATE RECOMMENDED JAMES M. MONTGOMERY R. C. E NO. D AT E CONSULTING ENGINEERS, INC. s JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC. - Jt�� 2255 AVENIDA DE LA PLAYA, LA JOLLA, OLIFORNIA 92037 �d 'p ) IF &f-.J Adn Zo -8L MA WAGER DATE APPROVED DATE SAN DIEGUITO WATER DISTRICT HIGHLANDS PIPELINE REPLACEMENT PROJECT ARDEN DRIVE STA. 28 t 00 TO STA. 36 t 50 SHEET 5 OF lCp SHEETS 0 o? 00 L) L) LL ca 0 7 777 F I "ll $s M x. REV DATE BY DESCRIPTION . . . . . . . . . . A z;� . . . . . . . . . . - I "ll $s COMAIECT-10AI NO 7 Fmiz. i"=50' VERT• 1210' x. REV DATE BY DESCRIPTION COMAIECT-10AI NO 7 Fmiz. i"=50' VERT• 1210' 1MVISH DR, E /OA/ 5rA. oil 613/, 5/1.134 i x. 1MVISH DR, E /OA/ 5rA. oil 613/, 5/1.134 i 0 Od 00 L) U LU -i LL o 0 t - ----------- Al /71499.5 - - ----- E 1, 6(52,44.5 VA. 0+0 POW OA/i UAIE (V EO&E o .JFQ4 —1d 5EE A/ 3/7. 9.31a. nn - E I, ------ ,.P-9M0V5 EXIST G. V MI/7 SLIA14D FL 6. 014 7155 15 CAI) 7 g51 .34Z :. -150 ITEM ONO )(15r 14) IV C/P 1-4 If - - - -------- - -- -------- WD rEIT V 1-j Lu LU PLAN -;4 - ------ - ------ - -- - ------- --- ---- -- - ------- -------- - ----- �- 7 -- - - - ----------------- ------ ------------ -1-M ------------------------ - --- - ----- ----------- - ------------------------- - T W L 0 P E - ------ - ------- V( --------- --- ---- ---- -------- ..... ............. . ......... ------------ ----------------- --- - ------ .......... ------------ .... -i ---------- - -- - -- ---- -------- - -- ---- - -------- ----------- _4 6 0 --- -------- ---------- - -E --- ------- ---------- ---- - -------------- --------- - --- ---- ---------- - - ----- - -- ------- --- ------- --- - -------- ------- - ---- N 51 985.443 82,45 .,6 .9 VJ L VE 130)(:WL YZIGE) I?" VE E Sr 9 NT T yp 3 FLOIC.C5 VJ L VE 130Y (W V06E) -- -- ----------------- FIRE 14YD?AAr.1jAmrdL L j rloV 0FMOVE EX/ST. co_s A 5 PER S. 0. W. a- STO. ON G. NO. B # -- FLU6 Fvos TYP 5 PU CE Y 43ANOOM EX/Sr. 4CIP WJrE�LIAE05 PE DETAIL 4, S9EEI& J l DATE BY DESCRIPTION /fit ------- ------ EWL' 32 ............. --------------------------- ----------- ------------------ -- - V 1-j Lu LU PLAN -;4 - ------ - ------ - -- - ------- --- ---- -- - ------- -------- - ----- �- 7 -- - - - ----------------- ------ ------------ -1-M ------------------------ - --- - ----- ----------- - ------------------------- - T W L 0 P E - ------ - ------- V( --------- --- ---- ---- -------- ..... ............. . ......... ------------ ----------------- --- - ------ .......... ------------ .... -i ---------- - -- - -- ---- -------- - -- ---- - -------- ----------- _4 6 0 --- -------- ---------- - -E --- ------- ---------- ---- - -------------- --------- - --- ---- ---------- - - ----- - -- ------- --- ------- --- - -------- ------- - ---- N 51 985.443 82,45 .,6 .9 VJ L VE 130)(:WL YZIGE) I?" VE E Sr 9 NT T yp 3 FLOIC.C5 VJ L VE 130Y (W V06E) -- -- ----------------- FIRE 14YD?AAr.1jAmrdL L j rloV 0FMOVE EX/ST. co_s A 5 PER S. 0. W. a- STO. ON G. NO. B # -- FLU6 Fvos TYP 5 PU CE Y 43ANOOM EX/Sr. 4CIP WJrE�LIAE05 PE DETAIL 4, S9EEI& J SCALE: HORIZ. ["=50' VERT. I"=10' REV DATE BY DESCRIPTION SCALE: HORIZ. ["=50' VERT. I"=10' �777 7 7-1 zt Z! 4 Go LLJ U. 0 2 co 0 0 ,w I L. J-I I • 4�, SCALE: SUBMITTED ol AP VED SAN DIEGUITO WATER DISTRICT S H E E T A P P OVED U DESIGIVIr -'j n aa PROJECT I N E E R R.C.E. NO. DATE A A r� DATE HIGHLANDS PIPELINE REPLACEMENT PROJECT Hmiz. i"=50' JAMES M. MONTGOMERY MA GER I I I I RECOMMENDED CONSULTING ENGINEERS, INC. APPROVED 8 VERT• 1"210' CHECKED I! zAf'wz�-' � /-/- - , !�I-Zezkw STRATFORD DRIVE "�JAMES M. MONTGOMERY R. C. E. NO. DATE REV DATE 13Y DESCRIPTION I CONSULTING ENGINEERS, INC. 2255 AVENIDA DE LA PLAYA, LA JOLLA, pALIFORNIA 92037 DATE STA. 14 t 00 TO STA. 26i t 79 t OF 16 SHEETS 0 0 00 U V W -.I LL 0 Z m O 4 N 3/7, 901. 50 I 11 1 1 f i .� .. t ` - -- _ I - 1 _. , . £ I t'S------------- E J, 60 /' 41co. S'TA . 0'4L (0)� _a ' POINT C)iV ,L/ ta EDGE OF -1W S T14. 0 f 360.5 4- 1.8 " TE 50U,4 TON �T,4- SEE SHEET I N 317 E 1, CM /, a� a, E f 156: , ._6 A/ 317, 953. Zo8 E 1,681,853.383 i l r. i I TEMOVE EvX'T HYDgdN y INO VdLVE COX SdLVdGE /j ,- ;, ; dr3dNoom EXIST. 4 "C.117 WdTER L /NEdS PEI? DETdlL d,514EET16 BLIND n4D SWT TEE tl ;r l 1 - r` ..__ k ,t I r i i w i l - PLAN r ti 150 REM VE T. NY�7Rd Vd X -rYP 3 FLA CF5 FIRE HYORAN7- /NIMLLQ TI A S PER S D W. D SIM 0wG. TYP 5 PLd CES r f i 3 I , / - Xf i REM Val E I5 NY I: 3 I VdL E OX SdL GE) .. ._...... 2-M'y13'FLY VOLVr - - =- - - -/ ON /V07 ` Lid NO DAL E / r d'v CP , W0771? INE a S PER 0,ET d L A NE T /rp REMOWED 55 f n416-07 EA105 — f ii tip •i g,�'' � r� � J I-.. i I J.41lREGp1l:;'U REV ! DATES BY DESCRIPTION SCALE: DESIGNED HORIZ . I"=50' DRAWN VERT. I"=10' CHECKED. SMI ED 290�� PROJEClv ENGINEER R.C.E. NO. DATE RECOMMENDED .7r.� J ` �.cleuwr•- . �/ ,!%7ys�► t,� ? ?� /.2_9 _ `7� .?1J 6L. JAMES M. MONTGOMERY R. C. E NO. D A T E CONSULTING ENGINEERS, INC. JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC. Z�Zwt 2255 AVENIDA DE LA PLAYA, LA JOLLA, "LIFORNIA 92037 APP OVED AAA MAIVAGER APPROVED DATE DATE SAN DIEGUITO WATER DISTRICT HIGHLANDS PIPELINE REPLACEMENT PROJECT SAN DIEGUITO DRIVE STA . 0 t 00 TO STA. 14 t 00 SHEET 9 Of 1( SHEETS k it � It i l r. i I TEMOVE EvX'T HYDgdN y INO VdLVE COX SdLVdGE /j ,- ;, ; dr3dNoom EXIST. 4 "C.117 WdTER L /NEdS PEI? DETdlL d,514EET16 BLIND n4D SWT TEE tl ;r l 1 - r` ..__ k ,t I r i i w i l - PLAN r ti 150 REM VE T. NY�7Rd Vd X -rYP 3 FLA CF5 FIRE HYORAN7- /NIMLLQ TI A S PER S D W. D SIM 0wG. TYP 5 PLd CES r f i 3 I , / - Xf i REM Val E I5 NY I: 3 I VdL E OX SdL GE) .. ._...... 2-M'y13'FLY VOLVr - - =- - - -/ ON /V07 ` Lid NO DAL E / r d'v CP , W0771? INE a S PER 0,ET d L A NE T /rp REMOWED 55 f n416-07 EA105 — f ii tip •i g,�'' � r� � J I-.. i I J.41lREGp1l:;'U REV ! DATES BY DESCRIPTION SCALE: DESIGNED HORIZ . I"=50' DRAWN VERT. I"=10' CHECKED. SMI ED 290�� PROJEClv ENGINEER R.C.E. NO. DATE RECOMMENDED .7r.� J ` �.cleuwr•- . �/ ,!%7ys�► t,� ? ?� /.2_9 _ `7� .?1J 6L. JAMES M. MONTGOMERY R. C. E NO. D A T E CONSULTING ENGINEERS, INC. JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC. Z�Zwt 2255 AVENIDA DE LA PLAYA, LA JOLLA, "LIFORNIA 92037 APP OVED AAA MAIVAGER APPROVED DATE DATE SAN DIEGUITO WATER DISTRICT HIGHLANDS PIPELINE REPLACEMENT PROJECT SAN DIEGUITO DRIVE STA . 0 t 00 TO STA. 14 t 00 SHEET 9 Of 1( SHEETS O O OD U U W J_ Y. 0 z 00 O 3 n -821.1, x,1 %?ECO24�;) CZA% vin/, REV I DATE I BY DESCRIPTION SCALE: DESIGNED HORIZ . I"=50 DRAWN ° VERT. I"= 10' CHECKED. SUBMITTED / PROJEC ENGINEER R.C.E. NO. DATE RECOMMENDED f// JAMES M. MONTGOMERY R. C. E. NO. D A T E CONSULTING ENGINEERS, INC. APPROVED JAMES M. MONTGOMERY MANAGER INC. CONSULTING ENGINEERS, C APPROVED 2255 AVENIDA DE LA PLAYA, LA JOLLA, CyALIFORNIA 92037 SAN DIEGUITO WATER DISTRICT 4-10 47- DATE HIGHLANDS PIPELINE REPLACEMENT PROJECT SAN DIEGUITO DRIVE DATE STA. 14t00 TO STA. 28t00 SHEET toy OF IG, SHEETS 00 U U W J_ LL 0 Z m O 11 u.. I} 1 1 c— r'sI• SUBMITTED -- - - -- - - 2 8o4/ 4 -LO -8Z -- ` - _ - - -- _ DATE - RECOMMENDED a - _ _- `I rn gas {T�ICdL? L - sERVIcE -T! N Rns- s - �� DATE BY DESCRIPTION s CONSULTING ENGINEERS, INC. -- - -- _ - - a c— r'sI• SCALE: DESIGNEI HORIZ. I "=50' DRAWN � VERT. 111=101 CHECKED SUBMITTED 'b�f�r'��rn•� - 2 8o4/ 4 -LO -8Z PROJEC ENGINEER R.C.E. NO. DATE RECOMMENDED Mo,tx t-, 1 qa 9 g REV DATE BY DESCRIPTION s SCALE: DESIGNEI HORIZ. I "=50' DRAWN � VERT. 111=101 CHECKED JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC. Jl��w 2255 AVENIDA DE LA PLAYA, LA JOLLA, C- ALIFORNIA 92037 APP OYED W AMAA 4 -w -PZ MA AGER DATE APPROVED DATE SAN DIEGUITO WATER DISTRICT HIGHLANDS PIPELINE REPLACEMENT PROJECT SAN DIEGUITO DRIVE STA. 28 t00 TO STA. 37t22.17 SHEET OF )p SHEETS SUBMITTED 'b�f�r'��rn•� - 2 8o4/ 4 -LO -8Z PROJEC ENGINEER R.C.E. NO. DATE RECOMMENDED Mo,tx t-, 1 qa 9 g JAMES M. MONTGOMERY R. C. E NO. D A T E CONSULTING ENGINEERS, INC. JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC. Jl��w 2255 AVENIDA DE LA PLAYA, LA JOLLA, C- ALIFORNIA 92037 APP OYED W AMAA 4 -w -PZ MA AGER DATE APPROVED DATE SAN DIEGUITO WATER DISTRICT HIGHLANDS PIPELINE REPLACEMENT PROJECT SAN DIEGUITO DRIVE STA. 28 t00 TO STA. 37t22.17 SHEET OF )p SHEETS 00 TF M vq ci 2 co 0 5r4. o 4 30 -t ST $1 Ij 47 STA.-Oi-07 COA-INECT TO EXIST CL-15-0 A/lE I MC IVEIL A VE, Y. 41 At K 42 91 Y-- �4 ----- ----- ---- -- ---- -- --------- --- -- -- ----------- . . .......... - — -------- - --- --- - ------- — -------- - 44 ------------- --- — ---------- - .... V ---------- 4.. . ....... ... ........... . ... ............ - ' T, J . ........................ /v o °4& , *3S "E zzlt A AID A u6 nn ,N - Ell) W1 T-P ETe 4- B TEE ----- - ---------- 70A/ NO 14 CONIVEC 7 ST". 6�-45709EIIIL> 320, 1093.72 2f 95 G" rEE Y01\70 A/ 7- 13174 A/ C 9 ST H ----- ------ -- . ..... ...... ..... ............ -Am E, 5 --- - ------- - ----- -A. -All UFT, - ------ . ........... . . . 158.6 .... ........ .... 77 r - - ------------ 7 777�'� .......... ....... ---- -- ----- pl -- - ------- < I lCOANe6fiON NO. /5 m 1 6 LLx Owo- 5'. oio4v- 0- 5 T NO 0- -- - -------- ----- --- - - --------------- - - ------- . . ....................... — ------------------ 17EMO V EX/ T Yd L VE 130'y (54 L VId PLAN 574. 5 73.4 4- 611 le 6 TTE PY121MAff /3Rd N04 D ST ?3 13'FL Yi 04 L VE l Lit --1 ---- - - -- - -------- ra -y -3 4 - ---------------------- - ----------------------- 4c ---- -- - - - ----- ---------- ---------- ;;- -------------------- - ------ — ----- . ..... 45- I/ j? �4 ----------- 40, ------------- Q - ------ ---- --- -------- - ------- - ------ - -- 17T - -------- 7 - - ----- - ------ ;ZONE --------------- . .......... — ----- - ------------- a ---------- - - - ------------- - - - - ----------- ----- - --------------- --------- - - - - --------------------- - ------ ------------------- - - - --- ---------- ........... ............ ------------ ; --------- ------------ -- - ----------------- w- . .................. . . . . 4 ......... .......... ---------- T -------------------- - ------ -- - - ------- �J _7 ------ --- ------ 7� j ------------- - ------------- - ------------- - ------------- - 3 2 1 Co r. Z . -- Al . AC - E /,& /, 51Z. STA. 9+46.27 9 IZ8 x A" T,FF 1151 -------------------- '00 A. 43#60.50 t W L 14 A/ 3 zlA II 3 7 0 REAM VE EX /ST VALVE 130YE-9 (SALVAGE) --- - ------ - - ----- ---------- — --------- 11 - - ------- I ✓ --m- EX1 6174 CPJA/0, 4'y CIP WATER UAIE5' TO 13E Q 13lJ NOONED REV I DATE I BY I L�'c4mve-' DESCRIPTION SCALE: DESIGNED HORIZ. I"=50' DRAWN VERT. 1"210' CHECKED SUBMITTED -7-o -of 2- PROJECT ENGINEER Iv R.C.E. NO. DATE JAMES M. MONTGOMERY RECOMMENDED INC. CONSULTING ENGINEERS, C Sw Z,t,J, -,I-' '�47 �Z j 1JAMES Z -31Z9 M. MONTGOMERY ICONSULTING ENGINEERS, INC. R. C. E. NO. D A T E 2255 AVENIDA DE LA PLAYA, LA JOLLA, OLIFORNIA 92037 APP 0 ED MA GER D A T E APPROVED DATE SAN DIEGUITO WATER DISTRICT HIGHLANDS PIPELINE REPLACEMENT PROJECT CORNISH DRIVE STA. 0 t 00 TO STA. 9 t 46.27 SHEET 12 OF Irp SHEETS 0 C? OD LLJ —i LL 0 z ca 0 FlIZE 1Al5'7-,4LL47-10V'-- 5- 15-OWO ........... (7'YP) At 50, 705-0t e 1,G 1,4 G -5* ro 'a VA( V1A yo'� _Ar (IZ;r) .......... DEWITT AVE, CORNISH OP, I APP OYED JAMES M. MONTGOMERY MMAGER ' CONSULTING ENGINEEDRS, INC. APPROVED 2255 AVENIDA DE LA PLAYA, LA JOLLA, OLIFORNIA 92037 SAN DIEGUITO WATER DISTRICT 4-Zo -'r DATE I HIGHLANDS PIPELINE REPLACEMENT PROJECT DEWITT AVE; EAST "J 11 ST AND EAST "I" ST. DATE SHEET 13 OF IG SHEETS SCALE: DESIGNED SUBMITTED ;51A; L Y., 28041 I DATE I BY DESCRIPTION HORIZ. I"=50' DRAWN VERT. I"=10' CHECKED I 'PROJECT O ENGINEER r RECOMMENDED JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC. R.C.E. NO. R. C. I- NO. DATE D A T E REV I APP OYED JAMES M. MONTGOMERY MMAGER ' CONSULTING ENGINEEDRS, INC. APPROVED 2255 AVENIDA DE LA PLAYA, LA JOLLA, OLIFORNIA 92037 SAN DIEGUITO WATER DISTRICT 4-Zo -'r DATE I HIGHLANDS PIPELINE REPLACEMENT PROJECT DEWITT AVE; EAST "J 11 ST AND EAST "I" ST. DATE SHEET 13 OF IG SHEETS 77 AV 'k -77-7 7�77- O 00 L) U ui LL rR O I B ro C 1 RED.. CPL6. STA. 0-4-00 4- Coll Td PPING SLEEVE JA112 M COAJAJECl 10,Avt, Nn. 2A iz--321 11l&'l z5coloo �Z6\'VIIV6 REV I DATES BY DESCRIPTION ly MT /A/S': PIER 5.19 W. D. in# A A# - ---- ------- -------- -- 4 I If iz--321 11l&'l z5coloo �Z6\'VIIV6 REV I DATES BY DESCRIPTION ly MT /A/S': PIER 5.19 W. D. in# A A# ------- ---- ----- A P)")R 0 V E D JAMES M. MONTGOMERY jj m AIN AGER CONSULTING ENGINEERS, INC. /jW 1APPROVED 2255 AVENIDA DE LA PLAYA, LA JOLLA, OLIFORNIA 92037 *4 SAN DIEGUITO WATER DISTRICT d-tlo-JQlL- DATE HIGHLANDS PIPELINE REPLACEMENT PROJECT "F" ST. DATE STA. OtOO TO STA. I t 80 SHEET 14 OF fro SHEETS - ---- ------- -------- -- 4 ------- ---- ----- A P)")R 0 V E D JAMES M. MONTGOMERY jj m AIN AGER CONSULTING ENGINEERS, INC. /jW 1APPROVED 2255 AVENIDA DE LA PLAYA, LA JOLLA, OLIFORNIA 92037 *4 SAN DIEGUITO WATER DISTRICT d-tlo-JQlL- DATE HIGHLANDS PIPELINE REPLACEMENT PROJECT "F" ST. DATE STA. OtOO TO STA. I t 80 SHEET 14 OF fro SHEETS EXIS7_' Oy A.c.f? 4'_ A54ND4N EXIST. /172'' E-/o CAP WATER LINE A5 PER DETAIL As SLvE'R FUT- cO►vN. EX /ST C "AGP, SNT. lG IIALVE �� /20 x 3' =3'' MEE cL -1 so INSTALL 6x a" AC cPL'G. RED AND 5N AC CPLG. u l20 ,B'rLY VALVE AT EX15r JOINT. l'FL4. x R j) T-4�jmll r � � 120 TEL= (�I l2' x a' Ecc I2" FLcr CPLG. SuoRT oR nMgZ>A RED ( TOP �o r AOAp"ER ALA/ -) L.ENGT t-J 5 5 ° 1 :ll CAUT /ON MAX. m EX /ST: BUR /ED REMOV P EX /5T TELEPI-IONE CABLE NYDRANj ANO VALVE /2, TEE I30X (SALVAG,E) (R T) I2" ,ACP J t CL -/50 8 "x a,, TEE (R.T. x FLG•2 ' + NYORANT 41 + IZAIX 3 3 12 015C-No I MEE I (R• T) � ?V---Z EX 15T /2 "ACP I CL - 150 12'rx d" TEE (R. T x FLc .) ol /2" ACP cL - /540 8" VII VALVE (FLG. x R T.) U x /sT Z F -P GA5 G WPM 1 EXIST. C," 4cP EXIST. 8" ACP, CL - I50 lN5TALL G" AC CPLG. rAT Ex15T. JOINT 8" 8" B'FLY VALVE /NSTALL Ac � (FLG x R•T) 4"R LENGTH AS CPLG• AT EX 1ST REZ?'o. Moa l2 "' x �" CROSS (FLG Jo/NT. 12 "x 8" G" FLG. GPL Cr. ADAPTER 2-10a W FL Y VALVE 3 e> M x L FN G TI-•1 A,5 (TYP. 5 PLACES) (FLC: x At-T) RE-O'D MOA (TYR.) — 2 -l2" B'PLY VALVES . r �---- � (FLG. x R• T•) l2" 4CP 12" AGP ,eEMDUE T CL - /5o CL - /SO E XIS T. G'I m ivy dST� 8 1/x �" m a T M Q CROSS (FLG) — _ CROSS (FL G) VALVE.s, 9 LUG ` J PLUG REMOVE EX 1sT AP�4NDON ExrsT. G" x LENCrTN ,QgA,NDON EXIST. I 8° cf•u (5ALVAGE) WATER LINE As A5 fZEp'D Moa WATER LINE A,S �{ PER OCT. A, SWT. 'CMI/ PER C7ET.A e 1W- IC, EOE � E ,e- $" PLC• CPLG• llvsTALL flE�E ADAPTER ( TYP) u 2' lN5TALL 8" AC a1 END CAP " MdX. NSTALLADiON• T JOINT AT EXIST. EX15T 8" ACP FOR /°UT. CONN. 8 ACP � CL- 150 Co "15ALY VALVE (I=LGx C7) ] CL - 150 CONNECTION NO. I A CONNECTION NO. 3 c CONNECTION NO. 5 0 A3ANOON 6X /5T. Y�WATER LINE AS / 3 PER OE TAI L A, 514 T. l<7, X E/MPOVE G.V. �L �ACE REMOVE EXIST• Q. ri ���l�/ND �LAl6E �i a VALVE Box X FxlsT r ACP /N,5rAI- L c AC CPLG. 0. W� EX15T• l2" ACP CL -ISO �At EX /5T. JT. g'x�" TEE Q J i CL - 150 \ N V [ ] (R• T• x /°L4) cp Q NYORANT BRANCH d1 ABANDON EXIST. 3' 8" 8'PLY VALVE G" FL4. CPI-0- ADAPTER WATE1 LINE A S MAX ry (FL4. x R ) a "x LENaTI4 AS YP. 3 PLACES) DEFLECT 8 "AGP _ J PER VET. A, atv 0 REO'D MOA ( TYP.) " w L V 12 TEE FLCr• 8 x Co CRo35 FLG. St:1oRT oR MOA SHT 1� { LENOTP5 5 Max. /2" 'FLY /2" 1rL4. >r�eT. (;PLC. [((7 2r - 8" 51MY VALVES " ACP, AOAP�'ER f3 QC CPLG. r(El7 AL (P=LC. x R. T) .� A)VO f3 ",4C CPLG. FLG. x PI. T) I PLUG ` T, ( R ) 12 "ACP g" AGP REMOVE EXIST m Q —,� ` `. -'- -I — _� �_/ I Imo_ —� Cl. - l54 CL - 120 / 1 I _ I T \ — �" G.V. ( SALVAGE) PLUG d , m 120 8 FLY VALVE5 gEMOVE x R•►.) EX /ST. O �x �l " ABANDON E 15�� ATAER X � R T. /�- 121,x 4s TEE u 1209 5' -3" MEE x 20 t f or-FLECT 611 ACP 12 " TEE (PLC.) ()ct.r x FLG) pLLIG� ABANDO" Exle5T. ro "x 3 -3" MEE- 014011 OR MOA. 0 n �/20 END CAP FoR WATT LAVE A-5 PER CONNECT To L ENGTm 5 MAX X. /2 x RED (I =LC�� DETAIL A 5P T. /� FLIT. CONN. EXIST G" G.V. INSTALL (o "A.C. MG. <o"' BIFLY VALVE F IRE "YORANT (FL(77. x RT.) A-r EX /S?. ,JO /NT (FL(,--r x )R. T•) INSrALATIC�N - CONNECTION NO. 7 F u CONNECTION NO. 2 a CONNECTION NO!V G CONNECTION NO. 9 H 6 1N5TALL. e5N x r. N AC CPL G. I/VSTALL AC CPI-6. EXIST. C, AcP ��- EX/5T �'r ACP REO ANO G'r AC CPLG. ,LjT Ex /ST Jo/jtlT CL -l50 r CL - !so AT Exlsj. Jo1NT _ L7EFLEGT G" x 3' -3" - INSjALL �n AC CPLG. MEE 3 ° MAX . AT EX 15T. JOINT Q I:� I " I " " PLUG PLUG ] ,00uoR T oR�M ACP PLUG [ AND EA AG CPLG Eo � DEFLECT a" ACP ' —� / ABANDON EX 157. SNoRj OR MOA ABANDON EXIST. LENGTHS 5° MAX. ABANDON EX /ST –� WA.TER LINE AS LENGTHS 5° MAX. WATER LINE AS WATER LINE ,45 �� PER DE AI L A, PER DETA1 L A, PER tbErA1L A, SI-1 T. l� ` T. 13" 13'FLY VALVE DEFLECT R Mo,4 ( FLG. x /7 T.) CL l 15n dC/? LENGT/•lS S° MAX. L I '2" x a" l 8" S'FLY VALVE 8" B'FLY VALVE 8' B'FLY VALVE (FL4. x R•j) MA X• " r- " CONNECT' To �INS'TJLL Co "4C (FLG• u R. T.) v,�(FLG. x R.T.) l2 x s 3 MEE EXl ST. ,/O /A/r OR CPLG. QT EXIST• 0 � - - FITTING 45 iTEQD JD /A/T 8" ACP �� -�l2" 8'FLY VALVE! CL - /SO CL - /so (FLG. x R -T) G`x l =2" MEE (M-7) r"x LENGTf/4S REOD. 8" ACP 7 Moo (ryp) Q 8" TEE 2 CL - IS© }) -/Z" x b" TEE (FLG•) f3" xro" AC fPLG. RED. (R•T. x FLG.) NOTE: COAT ALL M4 S " TEE (R.j. x FLG.) EX PQSEO METAL 3, t 7'Z./2" MC-r. CPLG• ADAPTER (TYF) t" rEE (rl T. x FL 6) W /GOAL TAR EPDXY A• r W � �--� MX � � � i2" CL - 150 LL I' CONNECTION NO. 14 K CONNECTION NO. 15 L CONNECTION NO. 16 Nl CONNECTION NO. 17 r N 12 12 /2 CONNECTION NO. 19 /3 APP OVED I CONNECTION NO 6 Lid lN5TALL Cz." AG �EX IST. moo" AG p, CPLG. AT EXI-'5 GL - I50 JOINT G" FLG. CPLCr- ADAPTER G" LENGrl -1 AS (TYP 3 PLACES) fzEOt7. MoA, (TYP) 6" x O" CROSS FLG. 2 - 8" O'FLY VALVES CL -150 k z-� k EX /ST - WI LVES, lIP ABANDON" EXIST. WATER LINE AS 3 PER OETAI L A, PLUG S/,/T. lG CONNECTION N0. lO 9 O G'4Z4r vilvo SCALE : S u B M i T T D Y- SAN D I E G U I T O WATER DISTRICT DESIGNE 2961?1 4 -24 -jP Z A&A AA 0 - P Z PROJECT ENGINEER C. I- N0. DATE JAMES M. MONTGOMERY MA AGER DATE HIGHLANDS PIPELINE REPLACEMENT PROJECT DRAWN RECOMMENDED 0 k CHECKED �w /-/-yam / Z31zp 82 ¢ o CONSULTING ENGINEERS, INC. APPROVED CONNECTION DETAILS z JAMES M. MONTGOMERY R. C. E. JNO. D A T E 0° REV DATE BY DESCRIPTION CONSULTING ENGINEERS, INC. 2255 AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA 92037 DATE 0 F I n -1010 \ „ „y�% " ,.y„� ,� `TM..r. a ±y, "�` i.,. :y4tit�:F„�y -�,. - •�'�r�: ..,:... `5� ,�, -n. tnd�i'� >, �4�,__� -- ..,�.^. �.. . . • _ Z', H 11 09 ab V U W J_ LL 0 Z m 0 CLOSE VALVE AND REMOVE VALVE BOX (SALVAGE) EXIST. WATER INSTALL CAP AT LINE TO REMAIN CUT EXIST. PIPE AT EXIST. JOINT IN SERVICE DEAD END, REMOVE, AND BACKFILL W/ CONC. TO 3 ABOVE 2' CROWN. to MIN. EXIST. WATER LINE TO BE ABANDONED TYPICAL WATER LINE TO BE ABANDONED ASPHALT TO 2" BELOW FINISH GRADE SET FLUSH IN PAVED AREAS ! /� (12-MAX. 2' O �'SOUARE CONCRETE PAD PROVIDE VALVE STEM EXTENSION WHERE DEPTH TO OPERATOR EXCEEDS 5' ( SEE DETAIL BELOW) 8 "ASBESTOS CEMENT PIPE REDWOOD BLOCKS 2 -2x2"X h?"LONG CRUSHED RUCK GATE VALVE INSTALLATION I/8 to FL A T CENTER/NC. NO TE: Provide protective cc Pxterior surface of vi in accordance with A SET 3 "ABOVE GRADE /N PARKWAY A SIMILAR AREAS I-- FINISH GRADE lO - 14 D /A. TRA FF /C BOX W/ TH CAST /ROM FRAME AND COVER MARKEC WATER BUTTERFLY VALVE OR PLUG VALVE INST. NC O 0 0 0 ion 0 0 SAW WA SODA RE PERAT/NG NUT - 11411DIA. STEEL SHAFT X TENS /ON MACH /NE 9 MATCH NUT 7PTOR TO FIrAWWA TARE NUT TYPICAL BURIED VALVE I D ' Ew? I J, e. I f�GUiw 0rc'/-% \U /N REV I DATE BY DESCRIPTION DESIGNED NO SCALE DRAVM _ CHECKED. PAINT POSTS PER S. D. W. D. STDS. 4 to 0 STL. PIPE FILLED W/CONC., 4 O Q 2000 PSI. I. CONC. l2 "0 TYPICAL GUARD POST t FIRE -� o HYDRANT N PL A N Icy BEAR ING 75 % OF rEE AREA rYP. ��• 759' /00 0/0 1 r PLANS 11 L C � v� 75% 75 % ... a �. 75% , r 75 % OF TEE TYP UNDISTURBED EA. P. - ;.- RTH TY /00 % OF •' TEE /00 % °•. : -'• ,e:4 NO rE: /DO y OF- 75 900 ELL Y FIGURE( 100%)Ar THRUST BLOCK INDICATES /00% ac ', Q _ / III° —Ill _ _ O USE ONLY WHERE STABLE, COMPACT SOIL CONDITIONS _U/r yj MIN EXIST: A. Vertical trench walls- Section (A� p1. For depths up to 5 feet, no Trench support is required. COMPACTED 4Q. 2. For depths exceeding 5 feet, shoring or solid sheathing is BACKFILL I ►_, J required. SEE SPECS. W j B. Sloping trench walls- Section 1. Sloping trench wall section shall not be used without ? approval of engineer, unless specifically designated on ju g 11/ plans or in specifications. _ , 1ffI o!: to 111511 2. Except as approved by engineer, unsupported sloping , O 111 B trench walls shall not be steeper than 3/4 horiz. to I vert. � II ll'I11 iI C. Combination of vertical and sloping trench walls - Section p 1. Trench depths not exceeding 5 feet shall have vertica LU �i walls in pipe zone unless otherwise approved by engineer, p W or where specified. C3 - N � 2. For trenches with combined walls and any depth � — W exceeding 5 feet, design calculations by a registered civil Wengineer and approval by governing agency of support z CL CO methods are required. O — BEDDING '. WHERE WET, UNSTABLE OR RUNNING SOIL IS SEE SPECS. ENCOUNTERED, SOLID SHEATHING IS REQUIRED FOR ALL VERTICAL TRENCH WALLS. PLUG OR CAP PER CEN r OF TO rA L THRUST TO BE APPLIED FOR BEARING AREA. NOTE ARROWS (--) INDICATE THRUST DIRECT /ON LENGTH 18 318" TIE ROD rrP. 5° MAX. DEFL EC rION /JOIN T FOR PIPES 3 /2" 3 0MAX. 14 " -24to 50/0 50% 50% IGHT OF CONCRE CURVE THRUST BLOCKING WET r0 RESIST /00 % OF TOTAL THRUST 2 -5 BARS 1L ".1; V ER TICA L BEND NOTE CONC. FOR r/0USr BLOCKS ro BE 2000 Ps. /. /00 % OF rEE VALVE T/E RODS VALVE IF SHOWN ON PLAN DEAD-END CONCRETE THRUST BLOCKS CARDBOARD 'SEPA RA rOR TYPICAL TRENCH SECT /ON THRUST BLOCK AREAS IN SO. FT. PIPE SIZE 900 SEND END CAP OR TEE 45° BEND 22%i° BEND II'/4° SEND 6" 3 2'12 2 8" 5h 4 3 /%2 / 12" l2 8 %2 6 %2 3 %2 I %2 NOTES Ql. THRUST BLOCK CALCULATIONS BASED ON A MAXIMUM INTERNAL LINE PRESSURE OF 150 PSI AND MINIMUM LATERAL SOIL BEARING CAPACITY OF 2000 PS F. Q2 TEE CALCULATIONS DETERMINED BY ENTERING TABLE UNDER PIPE SIZE OF BRANCH LINE. 30 ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND. ' y _._� SUBMITTED APP OVED PROJECT NGINEER R.C.E N0. DATE JAMES M. MONTGOMERY RECOMMENDED MA AGER rnaaA_,, 23/2 /ez CONSULTING ENGINEERS, INC. APP ROVED' JAMES M. MONTGOMERY R. C. E NO. D A T E 2255 AVENIDA DE LA PLAYA, LA JOLLA, CALIFORNIA 92037 CONSULTING ENGINEERS, INC. DATE DATE REPLACE V. C. P. OR CONC. PIPE l2 MIN. WITH CLASS 150 CAST IRON PIPE EXIST. V.C. P. OR I /2 MIN. CONC. P/ P 4M /N. CONC. BLOCK COMPACTED \l 8 "MIN. -/ BACKFILL V?EPAIR CLAMP (T ):P.) 1— -' 1,e PIPELINE HOUSE SE VIER CONNECTION ACROSS PIPE TRENCH \ TRENCH BACKFILL COMPACTED TO 90% MAX. DRY DENSITY "W PIPELINE ALL NON - METALLIC PIPES. CONDUITS. AND SEWERS EXCEPT HOUSE LATERALS UNDERGROUND UTILITY CROSSING SAN DIEGUITO WATER DISTRICT HIGHLANDS PIPELINE REPLACEMENT PROJECT TYPICAL DETAILS F SHEET 16 Of I!p SHEETS