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1982-105-WOA h gy V, It— — — — — — — — — — — - A, 2, Set te LIST OF DRAWINGS CAMP JOitPHM PFNDEfiQN "_� PALOMAR MTN 0 P.F. 4 1 _3 STAT 5 i I P A PKJ!t�- lok f S 13 tow 'Alt, pee,,w V."qy t57,' *uk4 take y TITLE SHEET 9. PIPELINE PLAN AND PROFILE STATION 1+00 TO 4+65 Rey (LIVERPOOL DRIVE) 1.4.w* *.he S6 G-1 VICINITY MAP, LOCATION MAP, LIST OF DRAWINGS, AND 60-6 PIPELINE PLAN AND PROFILE STATION 1+00 TO 7+46 GENERAL CONSTRUCTION Oceanside Vista V.&I Caw" nside 18 1 (LIVERPOOL DRIVE) N,_ _<.ko W.hlf-d Son Memo% I . PIPELINE PLAN AND PROFILE STATION 1+00 TO 13+00 PIPELINE PLAN AND PROFILE STATION 1+00 TO 4+72 eve CartsbW A g,z 10. Es ondido (GASCONY ROAD) (DUBLIN DRIVE AND CAMBRIDGE AVENUE) Lake Pacific alqvfol Sort M—as PIPELINE PLAN AND PROFILE STATION 1+00 TO 6+00 to C. t y G..? S6 pim".141 !0 2. PIPELINE PLAN AND PROFILE STATION 13+00 TO 24+50 (CHESTERFIELD DRIVE) I r Ls i—I 0.106. GASONY ROAD AND RAINBOW RIDGE LANE) • I octeam S9 *011—h.t. Wk. 11. PIPELINE PLAN AND PROFILE STATION 1+00 TO 13+97 3. PIPELINE PLAN AND PROFILE STATION 24+50 TO 30+78 (MANCHESTER AVENUE) �1 me a RorK Seen ft i (RAINBOW RIDGE LANE) Ist ll* S5 67 Q� 12. PIPELINE PLAN AND PROFILE STATION 1+00 TO 4+32 4. PIPELINE PLAN AND PROFILE STATION 1+00 TO 7+79 PROJECT DOI mor, (ALLEY BETWEEN BIRMINGHAM AND LIVERPOOL) Poway (OLD U. S. 101) V.ICIN'FTY Son PIPELINE PLAN AND PROFILE STATION 1+00 TO 2 +31 67 Res (NORFOLK DRIVE) PIPELINE PLAN AND PROFILE STATION 1+00 TO 4+88, r. (ALLEY BETWEEN STAFFORD AVENUE AND BIRMINGHAM DRIVE) 13. PIPELINE PLAN AND PROFILE STATION 1 +00 TO 157 PIPELINE PLAN AND PROFILE STATION 1+00 TO 9+00 (NEWCASTLE AVENUE, NEWPORT AVENUE AND ALLEY) 5 0, Di J.k- (OXFORD AVENUE). r cl. 14.1 PRESSURE REDUCING STATIONS NO. I AND Z 6. PIPELINE PLAN AND PROFILE STATION 9+00 TO 2I+00 dmwovy Re. El ,, (OXFORD AVENUE) 15. TYPICAL DETAILS Cajon 8 ,,.a.* a Mesa say '. L 'LE 7. PIPELINE PLAN AND PROF] STATION 21+00 TO 33+00 M CONNECTION DETAILS t Imm valley J.—the jet. So Grer, (OXFORD AVENUE) 94 17. CONNECTION DETAILS Dieg $a- Re.. PIPELINE PLAN AND PROFILE STATION 33+00 TO 40+32 Bay PZZ adb r) I BRILLO, oronadb upp� of. (OXFORD AVENUE AND KILKENNY DRIVE) 18. MISCELLANEOUS CONNECTION DETAILS National Ch I Re. T 5 la Vista AN Lowm 0 R I olory h"Wal Beach U-N 7, 00 rxre CPO KAI UT VICIN Y --MAP 0 5 10 15 20 25 W C C SCALE IN- MILES Ate, 4v I 3 0 A r A cl T 13: S A • vote PROJEM,— N0.4 • _rte to 7� "Opq, C _ UEIJ 3 I A Wit %A vo k I- 1� IL :41 _'s It. t GENERAL CONSTRUCTION NOTIF G 0 1_4 - - - b rg 00 100 1 cc CONSTRUCTION -SHALL BE IN ACCORDANCE WITH SAN DIEGUITO 10, PROJECT BENCH MARK DATA: OoL WATER DISTRICT SPECIFICATIONS AND DRAWINGS, EXCEPT WHERE o —MOD=D ON THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS. o 01 C SAN DIEGO COUNTY BM —OC 173 ,LEUCADIA ON HIGHWAY INTERSTATE 5, TO LEUCADIA BLVD. "'ST -t "W."Ll 2f t, CONTRACTOR SHALL REPLACE -ALL PAVEMENT AND BERMS (WOODLEY ROAD) BRIDGE-57554, MONUMENT SET IN DAMAGED DURING CONSTRUCTION, IN KIND. • CONCRETE SIDEWALK AT SOUTHEAST CORNER OF BRIDGE, SAN S9 r V1 DIEGO COUNTY STANDARD DISK STAMPED O.C. 173. C> z .0.0 S T 3. CONTRACTOR SHALL REPLACE OR REPAIR IN KIND ALL PROPERTY S1 IMPROVEMENTS, INCLUDING FENCES, TREES, SHRUBS, IRRIGATION e, SAN DIEGO COUNTY BM—OC 137 _f, 0ur2, 0 6 ... PIPING, AND LANDSCAPING DAMAGED DURING CONSTRUCTION. CARDIFF —ALONG A.T. & S.F. RAILROAD, 100,1FEET EAST O'r 0 It 'ENCI CENTER LINE OF RACKS, 48 FEET WEST OF THE INTERSECTION 4. THE DEGREE OF ACCURACY OF HORIZONTAL MEASUREMENT SHALL OF MOZART AVE• AND SAN EIIJII� AVE., IN THE VICINITY' OF I T: 9� w.". T, - Z VL L PO BE + 0.1 FEET, AS MEASURED BETWEEN COORDINATES. CARDIFF SCHOOL- .01D T�ACEASff FITTINGS AND VALVES, 4- AND LARGER, SHALL BE BLOCKED AS 5. ALL FIT K 11, CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO SHOWN IN DETAIL "Ew SHEET IS. COMMENCING WORK. UN __ !..,; DERGROUND SERVICE ALERT, OF �7 A T. SOUTHERN CALIFORNIA --SHALL BE NO tIF*D TWO WORKING DAYS, ALL WATER SERVICE REPLACEMENTS REQUIRED 'SHALL BE I- A %�J BEFORE FIELD TRENCHING. (1-800-4ZZ-4133) COPPER, MEASURED BETWEEN THE NEW MAIN AND THE METER BOX, MROJECT INSTALLED AS PER SAN DIEGUITO WATER DISTRICT STANDARD c --ALL SALVAGED MATERIALS SHALL BE RETURNED TO S.D.W.D. NO. 4 DRAWING NO. P—Z AND CONNECTED TO EXISTING METER STOP, EXCEPT AS INDICATED IN THE PROJECT SPECIFICATIONS. 13. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL-FEES.- CARD �ET _C1 BY THE F LOCATIONS OF ALL 'UTILITY SERVICE LINES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY AND SHALL BE FIELD VERIFIED 14. MINIMUM COVER OVER THE WATER MAIN SHALL BE 36 INCHES. BY POTHOLING PRIOR TO CONSTRUCTION. 15.1 ALL Z■ MANUAL AIR RELEASE METER BOX INSTALLATIONS SHALL BE 1. ALL NEW FIRE HYDRANT INSTALLATION BRANCH TEES SHALL BE SET DIRECTLY OVER CENTER LINE OF WATER MAIN WITH CAST IRON TRAFFIC COVER. FIELD LOCATED AND MARKED BY SURVEY AND VERIFIED BY POTHOLING. PROJEC 4 16.1 CONTRACTOR - SHALL VERIFY --THE LOCATIONS OF ALL Wo 5 ALL WATER MAIN VALVES SHALL L* BE INSTALLED LEVEL WITH SHAFT CONNECTIONS TO EXISTING PIPE TO BE JOINED BY THE NFW PIPE, PRIOR TO COMMENCING WORK. HORIZONTAL AND OPERATING NUT VERTICAL AND SHALL HAVE JOINT CONNECTIONS TO CAST IRON FITTINGS AS SHOWN. -2: LOCATION M AP 0, I 2 SCALE IN MILES A4 4 7' . ............ r-- ------- v Y� y - c Aso � I A. H CD co co U U w =' J LL z o - e -_ -_. - ._.emu- �.:.•�,�.> _.._..:. _ ;.�...r .._...�....._..:... _ _. _�._.,.- __ ..._._ .._ ,... ,� .� � � �� �_ � �:, � �u .. ' .moo'.. -^a.. �� -..... � - _ F. a u s ,, APPROVED SAN DIEGUITO WATER DISTRICT ? i SUBMITTED �3 SCALE:' - o n � DATE REVENUE BOND ISSUE PROJECT N0. 4 (SCH. !) DESIGNED ! J1 „e, `V .` 28041 %' /� -�3 J A M E S M. O N T G O � R X AS SHOWN PROJECT NGIN ER -� R.C.E. N0. DATE. iDISTRiCT_MAN'AGER :APPROVED PIPELINE .PLAN AND PROFILE' _ DRAWN --�/ �- "` " REC MMENDED /J CONS�TL LNG tNGINEERK INC. STA. 24+ 50 TO STA. 30+ 78.07' � 2%'Ja� 23129 OF 't?H if v%f "G; R. C. E NO. D A T E o CHECkE D A T E 2 , JAMES M. MONTGOMERY INC. `- - , ... ` 2255 AVENIDA ,DE LA PLAYA, A JOLLA, CALIFORNIA 92037 m DESCRIPTION CONSULTING ENGINEERS, - V DATE BY x RED O _ °9 pI -_.. -..- _ __ _. .: - � _.,.. aa�� -z - --- �.,i ^^�mw.:�.... w_ - •.-- ,V-..s:,ww -:. ': .w.. ".tea ..�-.. ...e.. s. r�.:vk...�..,.•..s. <.�... �.► ..�..__. �.,....- .s.-�. r 3; <. - . -., -...r.. —.... �.. _- �.,,,.� W U- APPROVED SAN DIEGUITO WATER DISTRICT ? i SUBMITTED �3 SCALE:' - o n � DATE REVENUE BOND ISSUE PROJECT N0. 4 (SCH. !) DESIGNED ! J1 „e, `V .` 28041 %' /� -�3 J A M E S M. O N T G O � R X AS SHOWN PROJECT NGIN ER -� R.C.E. N0. DATE. iDISTRiCT_MAN'AGER :APPROVED PIPELINE .PLAN AND PROFILE' _ DRAWN --�/ �- "` " REC MMENDED /J CONS�TL LNG tNGINEERK INC. STA. 24+ 50 TO STA. 30+ 78.07' � 2%'Ja� 23129 OF 't?H if v%f "G; R. C. E NO. D A T E o CHECkE D A T E 2 , JAMES M. MONTGOMERY INC. `- - , ... ` 2255 AVENIDA ,DE LA PLAYA, A JOLLA, CALIFORNIA 92037 m DESCRIPTION CONSULTING ENGINEERS, - V DATE BY x RED O _ °9 pI -_.. -..- _ __ _. .: - � _.,.. aa�� -z - --- �.,i ^^�mw.:�.... w_ - •.-- ,V-..s:,ww -:. ': .w.. 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E A, i c S > ............. ............ .................. ........ t4 ...................... ............. .. .... .. .. . . .. ........ . .. .... ....... ................. 70.1.1.1-1 170 .......................... ................ ......... . .......... .............. .. ......... .............. ............. : _ 1_ XX u. .. ......... .... .. ..... . ...... .. ....... .... ........ . . ........ . .............. ...... .. ......... co INS F� 0 Z co, By 05 ............... .............. 140 ............ ....................... ........... ...................... ............. ... . . ...... ... .......... ..................... . .... ................ PdRlz.. I 54 91 • Z_ 17 4- 2- d. 1400 XX u. .. ......... .... .. ..... . ...... .. ....... .... ........ . . ........ . .............. ...... .. ......... co INS F� 0 Z co, By 05 DESCRIPTION SCALE: : UBMI TED 4 T' DESIGNED x_e 28041 AS SHOWN AR! 0 J E 4C ENGINEER R.C.E. NO DATE DRAWN REC91IMENDED 04LIJ 23129 h_� M ;LAMES M. MONTGOMERY R. C. E. NO. D A T E 'CONSULTING ENGINEERS, INC. APPROVED SAN DIEGUITO WATER, DISTRICT, A71 DATE BOND ISSUE PROJECT NO. 5 (SCH. 2, Y' DISTRICT MAtMd REVEN JAME S mb ONTGOMER E R', -APPROVED E CONSULTING ENGINEERS, iNC. PIPELINE PLAN AND PROFILSTA.1+00 TO STA. 4+65 a or DATE STA. 1+00 TO. STA. 7+46 I i4 2255 AVENIDA DE LA PLAYA, LA JOLLA. CALIFORNIA 92037 f -, - .,yam -_ - � .. �. ,= '. S 'i <.., L !� ,.- f✓R'�'f..f....- !.�.lJt -/� : �.... 3 a .............. L .__. �. S G 4. z, , / t3 E`E OUTS. '%X L C; CC } �--_ _� .;- -_.- -. � � ,r���.�y. /S.✓ / I !l 1 �' ✓'7 �t /7 � .+� ti t� l_ .� _...r�r��l�rr.. 1 S"1 PLAN 7 i1 i--i co U. r 1. W 0 z m - a Z. T 00 347 - { IX -_ r _ F` YY� : P X� i i { Wa1 a 1a►yew czwe+o G�►�, Gl�ah� Q`i «II llro i�a►9��� uwac Vic.. i� »� iw�aM �il =` % *oo Nofv-,4t a _ r ..:: �a ��'� � ►J�o��+�,i III - t ': 1 S o Ste► ' 3 }Oo S S+Ofo al le �o �0,* . 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MONTGOMERY F�YSTRICT MAN'�►GER j DATE REVENUE BOND ISSUE PROJECT NO TYP GuAP_D SEE - - _ / Q ° > � I VEN T Pi E /lJ ASE II; l YETI T P! E---65 X/-/AL/S T _ 1, FZAN(3E 360 LONG L /71 _ all 2 PLA C E%:331) NE ��, / 2 " A C ►rfi . - - -- .. TEE TY G } _ _ _ _ 8 - - - - _ , � 8' FLY V A L VE l /� POOL 1 �t P />='E SUPPORT (TYP.) P E'S LIZ E' LL VA LT PI P l G AL` SE C MEN I . : P �/G DDU gL� i NOD CAST i (z0 N (_LAS--- 3 r ECN. COL/ LI P K/ w F ;ALNAMB�A A -lS /S' 7'£'AfF /C 2. �AD►�E�'_ SHALL MEC7 O. S.N - J4. FEQUI` ME NTS , & ACP W f _ / MAIJ1-IOLE ,e/N( COVE, 10 PANS FOB O�IENTA71dN 3. tzEEE� i O LOCH` N F. > } s LU CATiON OF ACCESS T ask CALV STEEL... LA,DDE�, °i .V�(y -: '^r Qj k yK.':' ,� , AIVC/IDZ TO WALE. i�,// 3/4 - w,rs y� v , SELF D91LL /1/G ANCNo,l'•S u \ x a -� r - -. - S TAT i O N iii bl 2 �L AN I� PIPIti.1 G PLAN I,I ZD I ` SCALE: :i«„A. S B M I T T E D yy AP RovED . SAN DIEGUITO WATER DISTRICT _AS DESIGN` SHOWN �a�C/!J�'�- 28041 PROJECT GINEER R.C.E NO. DATE JAMES M. 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CONCRETE 4 + 1'r4 TIES 024 ! -' .. - CONCRETE (SEE SPEC.)- , .. co _ CONCRETE ENCr4SEl`'I,E/1/ DF TA /L TrP/CQL GUARD Po5 0 NJ BEARING 75 % OF TEE -� - AREA rYP. ,..�, , _ 75 % 75% -S I-3 "ABOVE GRA DE IN PARKWAY 8 SIMILAR_ -� SET FLUSH /N f AREAS PAVED AREAS A FINISH GRADE 5 7 i I %OFT E E T YP 12 MA X y2 p I.D. TR_AFFI,r, -BOX- WITH A G, ' CAST IRa1V FRAME AND COVER 2 -O "SQUARE CONCRETE PAD- _ _ MARKED �S. D. W. D. " AS MFG. BY PLANS SOUTH BAY FOUNDRY NO. SBF _ PROVIDE VALVE -S-TEM _ 208 OR EQUAL _ . EX- aWSION WHERE Dip �J H - J TO OP- ERArOR EXCEEDS 5 /SEE DETAIL BELOW) C / X Q TRENCH WIDTH MIN.: PIPE 0. 0. + 12 MA X..* PIPE 0. D. f 20 111 ° —lII — —/- :nl 111: O COMPACTED BACKFIL L SEE SPECS.r- �n Il, 11 -N C7 �N•� 111 1 �\ 0 ti O 2 CL Q) 2 II'r O Illfll 1 B i 2 V N CL , it r W W Q. W a � /GAL THRUST PER PS / OF WA TER PRESSURE AT VARIOUS FITTINGS PIPE SIZE TRENCH W/D TH 900 ELBOW 45* ELBOW a M /N. -PIPE 0. D. 11� 12 19 e� 15 I � 39 55 i i I 15 8 "FIRE HYORAIV T II INSTAL LATIO1•/ FF,Z PA /NT POSTS PER S.O. W. 0. STDS. 4 0 STL . PIPE FILLED W/CONC. - Z P05T5 PER "' tirORQIVT �TrP� i 4 5rREE r SIP& PL4N Y 2000 P5. I. CONCRETE 4 + 1'r4 TIES 024 ! -' .. - CONCRETE (SEE SPEC.)- , .. co _ CONCRETE ENCr4SEl`'I,E/1/ DF TA /L TrP/CQL GUARD Po5 0 NJ BEARING 75 % OF TEE -� - AREA rYP. ,..�, , _ 75 % 75% -S I-3 "ABOVE GRA DE IN PARKWAY 8 SIMILAR_ -� SET FLUSH /N f AREAS PAVED AREAS A FINISH GRADE 5 7 i I %OFT E E T YP 12 MA X y2 p I.D. TR_AFFI,r, -BOX- WITH A G, ' CAST IRa1V FRAME AND COVER 2 -O "SQUARE CONCRETE PAD- _ _ MARKED �S. D. W. D. " AS MFG. BY PLANS SOUTH BAY FOUNDRY NO. SBF _ PROVIDE VALVE -S-TEM _ 208 OR EQUAL _ . EX- aWSION WHERE Dip �J H - J TO OP- ERArOR EXCEEDS 5 /SEE DETAIL BELOW) C / X Q TRENCH WIDTH MIN.: PIPE 0. 0. + 12 MA X..* PIPE 0. D. f 20 111 ° —lII — —/- :nl 111: O COMPACTED BACKFIL L SEE SPECS.r- �n Il, 11 -N C7 �N•� 111 1 �\ 0 ti O 2 CL Q) 2 II'r O Illfll 1 B i 2 V N CL , it r W W Q. W a � /GAL THRUST PER PS / OF WA TER PRESSURE AT VARIOUS FITTINGS PIPE SIZE TRENCH W/D TH 900 ELBOW 45* ELBOW 22-1120 ELBOW M /N. -PIPE 0. D. 11� 12 19 \ 15 MAX. -PIPE 0. D. t 20" � 39 55 30 15 8 67 94 51 26 /0 BACKF /L L 154 #5 CON T. y AS SHOWN � (SEE SPEC.) , ' 218 119 61 14 210 296 161 82 16 21,2 383 209 106 18 351 `.. 494 NQ. Q 434 e • 333 24 J 878 478 1 244 or D /31R /CI -- "FIRE HYORAIV T II INSTAL LATIO1•/ FF,Z PA /NT POSTS PER S.O. W. 0. STDS. 4 0 STL . PIPE FILLED W/CONC. - Z P05T5 PER "' tirORQIVT �TrP� i 4 5rREE r SIP& PL4N Y 2000 P5. I. CONCRETE 4 + 1'r4 TIES 024 ! -' .. - CONCRETE (SEE SPEC.)- , .. co _ CONCRETE ENCr4SEl`'I,E/1/ DF TA /L TrP/CQL GUARD Po5 0 NJ BEARING 75 % OF TEE -� - AREA rYP. ,..�, , _ 75 % 75% -S I-3 "ABOVE GRA DE IN PARKWAY 8 SIMILAR_ -� SET FLUSH /N f AREAS PAVED AREAS A FINISH GRADE 5 7 i I %OFT E E T YP 12 MA X y2 p I.D. TR_AFFI,r, -BOX- WITH A G, ' CAST IRa1V FRAME AND COVER 2 -O "SQUARE CONCRETE PAD- _ _ MARKED �S. D. W. D. " AS MFG. BY PLANS SOUTH BAY FOUNDRY NO. SBF _ PROVIDE VALVE -S-TEM _ 208 OR EQUAL _ . EX- aWSION WHERE Dip �J H - J TO OP- ERArOR EXCEEDS 5 /SEE DETAIL BELOW) C / X Q TRENCH WIDTH MIN.: PIPE 0. 0. + 12 MA X..* PIPE 0. D. f 20 111 ° —lII — —/- :nl 111: O COMPACTED BACKFIL L SEE SPECS.r- �n Il, 11 -N C7 �N•� 111 1 �\ 0 ti O 2 CL Q) 2 II'r O Illfll 1 B i 2 V N CL , it r W W Q. W a � /GAL THRUST PER PS / OF WA TER PRESSURE AT VARIOUS FITTINGS PIPE SIZE DEAD END OR TEE 900 ELBOW 45* ELBOW 22-1120 ELBOW 4 19 27 15 7 6 39 55 30 15 8 67 94 51 26 /0 109 154 84 43 12 155 218 119 61 14 210 296 161 82 16 21,2 383 209 106 18 351 `.. 494 269 137 20 434 611 333 169 24 623 878 478 1 244 EXAMPLE: - FT CLASS 100. AC PIPE - - BUTTERFLY VALVE OR - " UNDISTURBED PLUG VALVE /HST. EARTH. TYP - 8- /NCH 90 °ELBOW, PRESSURE - 200 /b. /S0. . >...: - _ :;. _ FROM TABLE: THRUST= 94x200=/8,800 /b. /00 % OF ASSUME BEAR /NG STRENGTH 'OF SOIL = 2000 /b. /SO. FT. REDWOOD BLOCKS - EE f: 0 0 :� 'r;..: °, • ,800 -9 4 _ AREA OF BEARING REOU /RED. _= - _•2_ 2x2"x12"LONG I � - T � /8 .: � so F r 1- �.. 0 o _T_ a :.� • ,h 2000 FOR THRUST BLOCK. _ �._ CRUSHED RCCK o o • •' ».� sr �NO TE� /00%0 F •. 75 % FIGURE( 100 %) AT THRU T BLOCK INDICATES 0 90° ELL PLUG OR CAP PER CENT OF TOTAL THRUST TO BE APPL - /ED GAr- t__t<�ij.Y.F >IMSTALLATION «.- FOR BEARING AREA. 0 0 00 NOTE 0 0 0 0 ° ARROWS (--) INDICATE THRUST DIRECTION LENGTH_ _ 318 r/ ROD T YP _. 5° MAX. I 3/4 MIN. / / v 0 Q_ CL , z, -4 "BEDDING SEE SPECS. -(SAND) 1 1. ALTERNATIVE TRENCH SECTIONS (A,B and C) ARE FOR USF ONLY WHERE STABLE. COTIPACT SOIL CONDITIONS LXIST: A. Vertical trenchtivalls- Section A 1. For depths up to 5 feet. no Trench support is required. _ 2. For depths exceeding 5 fret. shoring or solid sheathing is required. B. Sloping trench walls- Section 1. Sloping trench wall section shall not be used without approval c,f engineer, unless specifically designated on plans or in specilications. 2. Except as approved by engineer, unsupported sloping trench walls shall not be steeper than 3/4 horiz. to 1 vert. C. Combination of vertical and sloping trench walls- Section 1. Trench depths not exceeding 5 feet shall have vertica walls in pipe zone unless otherwise approved by engineer, or wherC specified. _'. For trenches with combined walls and any depth exceeding 5 feet, design calculations by a registered civil engineer and approval by governing agency of support methods are required. WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED. SOLID SHEATHING IS REQUIRED FOR ALL VERTICAL TRENCH WALLS. =NCB -1 SECT /ON c y - 1/8° FLAT PL. WEIGHT OF CONCRETE _CENTERING GU /DE x=_� TO RESIST /00 % OF - TOTAL THRUST 2 -5 BARS -n- V8 - - NOTE: ADAPTOR TO FIT AWWA Provide protective coating to SCUARE NUT VERT /CAL BEND exterior surface of valve body in accordance with specs._ NOTE - CONC. FOR rHRUS r BLOCKS _ TO BE 2000 PS. /. y J T I CA &XIE D VALV /00 % OF TEE VALVE TIE RODS 3CaC�0 Pf. I. COIACRETA t DEFL EC rION /JOIN EXl I 9E/✓ER HA 11V �- 2'AWWA SQUARE = f 1 it 278 2 4 / /50 _ FOR PIPES 3 It - 12 8 3 °MAX. 14"-24" f _ 9/NGLE 4EA1rGTH Cr 11 I 4� • "a: :.• I Al V.C. P /PE ur I I °. . r _ #OL�dR CLRN /NSTAt Al /OW err — CL R. � rtEX/BLE CPL G. -" �- /N51AL Ld1 /ON ,EX /5T /N G SEVER OR HCtIfE LAIEll4 L TO BE APPROVED rrPE 'B' To of U9E0 or D /31R /CI -- er D/51R/C1 err 1/8° FLAT PL. WEIGHT OF CONCRETE _CENTERING GU /DE x=_� TO RESIST /00 % OF - TOTAL THRUST 2 -5 BARS -n- V8 - - NOTE: ADAPTOR TO FIT AWWA Provide protective coating to SCUARE NUT VERT /CAL BEND exterior surface of valve body in accordance with specs._ NOTE - CONC. FOR rHRUS r BLOCKS _ TO BE 2000 PS. /. y J T I CA &XIE D VALV /00 % OF TEE VALVE TIE RODS 3CaC�0 Pf. I. COIACRETA {' DEFL EC rION /JOIN EXl I 9E/✓ER HA 11V 2'AWWA SQUARE = f 2 278 2 4 / /50 _ FOR PIPES 3 It - 12 8 3 °MAX. 14"-24" , / OPERATING NUr O 4� • "a: :.• I i °. . n� �i/ -ail �� _ #OL�dR CLRN /NSTAt Al /OW err — - -NOIE� rrPE 'B' To of U9E0 GWLr w jgEN dP/'RnVFr er D/51R/C1 err I - I 14DIA. STEEL SHAFT �'o°' "'' a. '' >"•'c.- 50 % 50 % 50 50% _ EXrENSION MACHINE TrPE �a• z� �, "� -- 2' . M /N V� TO MATCH Nur CUR VE THRUS T BLOCKI G 1/8° FLAT PL. WEIGHT OF CONCRETE _CENTERING GU /DE x=_� TO RESIST /00 % OF - TOTAL THRUST 2 -5 BARS -n- V8 - - NOTE: ADAPTOR TO FIT AWWA Provide protective coating to SCUARE NUT VERT /CAL BEND exterior surface of valve body in accordance with specs._ NOTE - CONC. FOR rHRUS r BLOCKS _ TO BE 2000 PS. /. y J T I CA &XIE D VALV /00 % OF TEE VALVE TIE RODS CARDBOARD SEPARATOR MULT /PL Y THRUST BY DEGREE OF DEFLECTION TO OBTA IN TOTAL THRUST /00% NOTES I. IN USING THE ABOVE rABL ES, USE THE MAX /MU;I INTERNAL PRESSURE ANTICIPATED (i.e. HYDROSTATIC TEST PRESSURE, POSSIBLE SURGE VALVE IF SHOWN PRESSURE DUE TO PUMP SHUT -OFF, ETC. ON PLAN 2. SEE SOILS REPORT FOR BEARING STRENGTH OF SOIL. IN THE AB ENCE D AD -END OF A SOILS REPORr, AN AVERAGE SOIL (SPADABLE MEDIUM CL Y) CAN BE ASSUMED TO HAVE A BEARING STRENGTH OF 2000 P. S. F. SIDE THRUST PER 100 /b. /SO. IN. PRESSURE PER DEGREE OF DEFL EC TION PIPE SIZE SIDE THRUST - /b. PIPE SIZE SIDE THRUST-/b 4 35 14 377 6 72 16 486 8 122 /8 665 /0 197 20 790 12— 3. THRUST BLOCKS ARE NOT REQUIRED ON PVC. PIPE WITH SOLVEkr WEL DED JOIN rS. CONCRETE THRUST ,BLOCKV 1' AP'7ROVED SCALE: SUBMITTED . 41 _ DESIGNED J f� P —�C� —N INEER R. C. NO. DA E JAMES M. M NTGOMERY DISTRICT MANAGER NO 6C,4LE RAWN ^' RECOMMENDED CONSULTING ENGINEERS, IN APPROVED l �,J.t�%u•�+�. Z 23129 _ -CHEC�FA / �'L �' I JAMES M. MONTGOMERY - R. C. E NO. D A T E 2255 AVENIDA DE LA PLAYA, LA JbLLA, CALIFORNIA 92037 °D REV-- DATE BY DESCRIPTION CONSULTING ENGINEERS, INC. - .a..or'" °- x„r" a- .�... -....:> .:... s , . �... .�, � o•-. Wv�;,. �:rv.a._t^'�"ir. -_ . _ ,1, u+ 3E:xarrr . - = .cTr�i++ 1....�.... - s.,..�°nra®�,....,,�..�k�.7a �'- - V 93 DATE DATE 3CaC�0 Pf. I. COIACRETA {' EXl I 9E/✓ER HA 11V f 2 278 2 4 / /50 _ CARDBOARD SEPARATOR MULT /PL Y THRUST BY DEGREE OF DEFLECTION TO OBTA IN TOTAL THRUST /00% NOTES I. IN USING THE ABOVE rABL ES, USE THE MAX /MU;I INTERNAL PRESSURE ANTICIPATED (i.e. HYDROSTATIC TEST PRESSURE, POSSIBLE SURGE VALVE IF SHOWN PRESSURE DUE TO PUMP SHUT -OFF, ETC. ON PLAN 2. SEE SOILS REPORT FOR BEARING STRENGTH OF SOIL. IN THE AB ENCE D AD -END OF A SOILS REPORr, AN AVERAGE SOIL (SPADABLE MEDIUM CL Y) CAN BE ASSUMED TO HAVE A BEARING STRENGTH OF 2000 P. S. F. SIDE THRUST PER 100 /b. /SO. IN. PRESSURE PER DEGREE OF DEFL EC TION PIPE SIZE SIDE THRUST - /b. PIPE SIZE SIDE THRUST-/b 4 35 14 377 6 72 16 486 8 122 /8 665 /0 197 20 790 12— 3. THRUST BLOCKS ARE NOT REQUIRED ON PVC. PIPE WITH SOLVEkr WEL DED JOIN rS. CONCRETE THRUST ,BLOCKV 1' AP'7ROVED SCALE: SUBMITTED . 41 _ DESIGNED J f� P —�C� —N INEER R. C. NO. DA E JAMES M. M NTGOMERY DISTRICT MANAGER NO 6C,4LE RAWN ^' RECOMMENDED CONSULTING ENGINEERS, IN APPROVED l �,J.t�%u•�+�. Z 23129 _ -CHEC�FA / �'L �' I JAMES M. MONTGOMERY - R. C. E NO. D A T E 2255 AVENIDA DE LA PLAYA, LA JbLLA, CALIFORNIA 92037 °D REV-- DATE BY DESCRIPTION CONSULTING ENGINEERS, INC. - .a..or'" °- x„r" a- .�... -....:> .:... s , . �... .�, � o•-. Wv�;,. �:rv.a._t^'�"ir. -_ . _ ,1, u+ 3E:xarrr . - = .cTr�i++ 1....�.... - s.,..�°nra®�,....,,�..�k�.7a �'- - V 93 DATE DATE j 3CaC�0 Pf. I. COIACRETA {' EXl I 9E/✓ER HA 11V f . � , ''. � .': . � . � •. 111 , / I I I i °. . n� �i/ -ail �� #OL�dR CLRN /NSTAt Al /OW err — - -NOIE� rrPE 'B' To of U9E0 GWLr w jgEN dP/'RnVFr er D/51R/C1 err _ TrPE �a• z� �, _ V� O / C7 SQ N/TQ Rr `3E ER CR 55 N F SAN DIEGUITO WATER DISTRICT REVENUE BOND ISSUE PROJECT NO. 4 & 5 j 1 r lm -• EX /ST. /O'' /Z'' TEE FLG'lr,-, /T FLG ,2T EXIST /O'X(o'' zao I°EMOVE EXIST. 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QECT /,OiQ DETA L \�or�t\v' c'/> 4 7 R/J li XER i r/j rL w A ` IIIOVE EXIST. � - EXIST. Co "ACP 1119E PYL)PANJ T, - VALVE TEE 3'- 3" MDA 'S sA \ -e CfL''G (TYPE r1' � L a G� � � \ I i }•- E)(/ST., Co„ ACP p � NEpj (�.." ACP - I 3 t- 3 " MOWS l.. i C� Y VALVE' VA%Vc `z►i�e I�CAy� FLG x T (T Yf') ► i y,✓. FL cr x 1_T &4<; Vok i4mW NEW v''ACP NEW S "A P NEK/ /Z „ACP NE K/ /Z'` is p 21 Pi (PP'PPP- - F x _ �' l Z X (o TEE �orJ P—T REMOVE EXIST. & VALVE S (Z), � 1\ \ TEE 4 P!P /N G, PeEPGL1 CE AN' ,E EMOVE EXIST Co „ !-Y VAG.VE ” O o \T \I EX /ST. ACP K 1- EX/ ST. (a" ACP � �\ Co,M►br��9� �Ciwb � �-�) i:� ,, \ \ P17-0JECT ND, S ©x�oaa C.av�,br�c\ y PleOJECT t,40_5 - STA. 3 +48 7t it STA. C.o + I ` _ hi vcr�oo ? � EXIST l� "A c C01, -J JECTION DETAIL P COIVNECT /ON `uCET,Ait EXIST _ 4,' ACP T,—EXIST. &" ACP 3'- 3" MOA 3'_ 3 " /MOA'S CPL'G W Co "ACP �� i Valve l�eSi ���`i /e?. 8 X TEE 8 "X !o" C/eOSS (a "� 1VALVE e e, (� "��cx Cra�A EVE ,eT x FLG G x g T I=L -6 x 2? 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