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HomeMy WebLinkAbout6.6-136T LEGEND GENERAL NOTES NO. 1 1. 24 OUR INSPECTION NOTICE: PRIOR TO THE START OF ANY PHASE OF TC TOP OF CONCRETE CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN FF FINISH FLOOR SD STORM DRAIN AT EAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. ELEV ELEVATION 2. COMPACTION TEST NOTE: COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF EXIST EXISTING FG FINISHED GRADE TH CONTRACTOR. THE NUMBER AND LOCATION SHALL BE DETERMINED BY THE PLAN PROFILE STA. 66 TO STA. 78 CI ENGINEER. -- RIGHT-OF-WAY LINE 3. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT ••--w 1-8(0-642-2444 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL EXISTING WATER LINE WITH VALVE POI HOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING. 4. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A' END -OF -UNE BLOW -OFF CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE P S AND SPECIFICATIONS. DOUBLE CHECK VALVE ASSEMBLY, 5. THE BASIS OF THE EAST -WEST STATIONING (STA. 10+00 TO STA. 36+50) IS THE HOF 1ZONTAL DISTANCE AS MEASURED ALONG THE SOUTH LINE OF THE p CONCRETE MONUMENT SOL THEASTY OF SECTION 28. THE BASIS OF THE NORTH -SOUTH STATIONING (ST . 37+00 TO STA. 64+50) IS THE HORIZONTAL DISTANCE AS MEASURED ALONG a EXISTING TRAFFIC SIGN THE EAST LINE OF SECTION 28. 6. PIPE LINE SHALL BE FILLED PRIOR TO BACKFILL AND PRESSURE TESTED TO CLASS PRE SURE AFTER BACKFILL. BENCHMARK CHIS ED "0" NW CORNER OF SEPTAGE RECEIVING STATION. ELEVATION 354.44 PER CITY OF BAKERSFIELD FB. 64B PG. 18 ADJUSTED TO NAVD 88 DATUM. (SUBTRACT 2.46 TO OBTAIN LOCAL WWTP DATUM). CRY STANDARDS THE FOLLOWING CITY STANDARD DRAWINGS ARE HEREBY INCO PORATED AS A PART OF THESE PLANS: SD -22: STANDARD TRENCH BACKFILL & - COMPACTION REQUIREMENTS ST -6: PAVEMENT PATCHES BEARING BASIS - THE CENTERLINE OF ASHE ROAD, WHICH IS THE EAST LINE OF THE SOUTHEAST ' OF SECTION 28, TOWNSHIP 30 SOUTH, RANGE - = - - 27 EAST, M.D.B.M., AS SHOWN ON THE SURVEY INVESTIGATION AND PERPETUATION MAP AS FILED IN THE OFFICE OF THE KERN COUNTY SURVEYOR AT MAP BOOK 6, PAGE 26. SAID LINE BEARS NOR H 000 24'35" EAST. CITY OF ME4 �EPA-T E T •F PU=L1 W• 'PL N FOR CON TR CTION OF WATER MAIN NOTES 1. WATER MAIN SHALL BE LOCATED 2' FROM RIGHT-OF-WAY UNE WHEN POSSIBLE. 2. IN PAVED AREA, MINIMUM COVER OVER PIPE SHALL BE MEASURED FROM THE LOWEST GUTTER FLOWLINE GRADE. 3. IN PAVED AREAS, SPECIFICATIONS FOR STREET STRUCTURAL SECTION, OR PAVEMENT PATCHING SPECIFICATION SHALL SUPERSEDE BACKFILL AND COMPACTION STATED. 4. ALL VALVES, FITTINGS AND DIRECTIONAL CHANGES ARE TO BE HELD IN PLACE BY CONCRETE THRUST BLOCKS. 5. BEARING AREAS INDICATED ON THRUST BLOCK SCHEDULE ARE BASED ON ALLOWABLE SOIL PRESSURE OF 1500 PSF. THRUST BLOCK SCHEDULE BEARING AREA IN SQUARE FEET PIPE TEE OR 900 ELL 450 ELL 22 %° ELL CROSS VALVE SIZE PLUG 6" - 3 4 2 2 1.5 EA. 3.0 8" 5 7 4 2 3.0 EA. 5.5 10" 8 11 6 3 4.5 EA. 9.0 12" 11 16 8 4 6.5 EA. 13.0 1611 23 13 7 8.0 EA. 6. CONCRETE IS NOT TO BEAR AGAINST PIPE. THRUST BLOCK TO ONLY BE IN CONTACT WITH FITTING. 7. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL. 8. JOINTS SHALL BE KEPT CLEAR OF CONCRETE. 9. CONCRETE SHALL BE CLASS "B" WITH A MINIMUM 28 DAY STRENGTH OF 2500 PSI IN ACCORDANCE WITH ASTM C39, C172 AND C31. CONVENTIONAL & UTILITY SYMBOLS DRAWING INDEX LEGEND ABBREVIATIONS NO. 1 EP EDGE OF PAVEMENT FS FINISH SURFACE CL CENTERLINE TC TOP OF CONCRETE OE OVER -EXCAVATION INV INVERT FL FLOWLINE FF FINISH FLOOR SD STORM DRAIN CL CENTERLINE FC FINISH CONCRETE MH MANHOLE CB CATCH BASIN ELEV ELEVATION GB GRADE BREAK JB JUNCTION BOX PLAN PROFILE STA. 57 TO STA. 63 EXIST EXISTING FG FINISHED GRADE 10+00 -+ SECTION LINE AND CENTERLINE PLAN PROFILE STA. 66 TO STA. 78 OF STREET W/ STATION LABEL -- -- -- -- RIGHT-OF-WAY LINE ---------- --- PROPERTY LINE ••--w CONSTRUCT 16"0 WATER LINE " EXISTING WATER LINE WITH VALVE N BUTTERFLY VALVE WITH SIZE SHOWN FIRE HYDRANT END -OF -UNE BLOW -OFF WITH WHARF HYDRANT a 2" BLOW -OFF ASSEMBLY DOUBLE CHECK VALVE ASSEMBLY, PER C.O.B. STD. W-18 WATER METER ASSEMBLY p CONCRETE MONUMENT CALCULATED 1/4 CORNER + EXISTING STREET SIGN a EXISTING TRAFFIC SIGN DRAWING INDEX SHEET NO. SHEET TITLE NO. 1 TITLE SHEET NO.2 PLAN PROFILE STA. 10 TO STA. 21 NO. 3 PLAN PROFILE STA. 21 TO STA. 33 NO. 4 PLAN PROFILE STA. 33 TO STA. 45 NO.5 PLAN PROFILE STA. 45 TO STA. 57 NO.6 PLAN PROFILE STA. 57 TO STA. 63 NO. 7 PLAN PROFILE STA. 54 TO STA. 66 NO.8 PLAN PROFILE STA. 66 TO STA. 78 NO. 9 PLAN PROFILE STA. 78 TO STA. 89 NO. 10 WATER MAIN DETAILS SECTION DESIGNATION: SECTION LETTER MEET WHERE SECTION IS SHOWN 2 DETAIL DESIGNATION: -DETAIL LETTER A 2 SHEET WHERE DETAIL IS SHOWN STATE OF CALIFORNIA PROJECT. LOCATION R OSFORD ROAD SOUTHEAST CORNER SECTION I - -f------------------------. --------_---------- - _----- E ROAD 28 TOWNSHIP 30 SOUTH, a I -- i`-____ _________________ _T _ _____-__� MCCUTCH N R RANGE 27 EAST, M.D.B.M. I-- -� ----------F-__-__ __-__ ______ ----------I--------__ ______________________ __-r-__ _______--- _._._ _- __----------------t-__ 16 " I � -- --Tj - -- ---_"-�L-- ' 16 16" _16^L`_. `_ 5�_-_ 55 __Z r_ 58 _---_ 6,0,. �;::- �_ I Tj I CONSTRUCT , 16 - I - - __ -_ ! _1 33 -- 12 16 WATER UNE - _ _ _ I I I I .�MRRU ------------- --- I �' ! rt I� I APPROVED ----------------------- _____------ - I I OED BY: ----------------------�. -------- ----- �__ ! --------------------�_----__I ; RAULROJAS,R.C.E.39380 DATE E RO�kE3- - - - - DIRECTOR OF PUBLIC WORKS I ---------- - i�_;� ---- McCUTCHEN ROAD BERKSHIRE ROAD ! 1 I CASHE ROAD CONSTRUCT 16" TE R LINE RW 6" I I I 16 t 16-•--�1--�r...»�.. 16" I 16 I----__ -- -- -- ------,--- -- -- -- -- -- -- I-- -- -- - -!- _ _ SOUTHEAST CORI ER SECTION M�.r-, I _ - 'MRRV T i 28 TOWNSHIP 30 SOUTH, �MRRIT o � RW� ���� o � __T L---------------------------------� ' _ -_ RANGE - EAST, M_----------------- --- ------------------ I ----------------- ---- ---------- _I KEY MAP SCALE: 1"=200' City acknowledgement of water plans for construction and approval of plans by signature does not abrogate City written specifications by omission or misinterpretation. Authorized City inspectors or agents may require changes in plans before certification and acceptance in order to comply with standard specifications. File Name: COB06005WT1.DWG SUBMITTED BY: CITY PROJECT NO: E81<105 �'FIE ��' E ENT, DATE r t``�j DEP RTMENT OF WATER RESOURCES W, No..28104 - *, 'Exp. In APPROVAL RECOMMENDED t9f CA1:fl RICHARD MEYER, R.C.E.281 0DATE L' to O .Meyer Civil Engineering, Inc. 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 DEPARTMENT OF PUBLIC WORKS DTE I 3-'40 ARTHUR CHIANELLO DATE WASTEWATER MANAGER CITY OF BAKERSFIELD �n CONSTRUCTION PLANS FOR u WATER LINE EXTENSION TO WASTEWATER of TREATMENT PLANT #3 EXPANSION 10 SHEETS PRINT DATE:3/10/09 6 y ssx+xet e Ss A ........ � .i OSFORD ROAD SOUTHEAST CORNER SECTION I - -f------------------------. --------_---------- - _----- E ROAD 28 TOWNSHIP 30 SOUTH, a I -- i`-____ _________________ _T _ _____-__� MCCUTCH N R RANGE 27 EAST, M.D.B.M. I-- -� ----------F-__-__ __-__ ______ ----------I--------__ ______________________ __-r-__ _______--- _._._ _- __----------------t-__ 16 " I � -- --Tj - -- ---_"-�L-- ' 16 16" _16^L`_. `_ 5�_-_ 55 __Z r_ 58 _---_ 6,0,. �;::- �_ I Tj I CONSTRUCT , 16 - I - - __ -_ ! _1 33 -- 12 16 WATER UNE - _ _ _ I I I I .�MRRU ------------- --- I �' ! rt I� I APPROVED ----------------------- _____------ - I I OED BY: ----------------------�. -------- ----- �__ ! --------------------�_----__I ; RAULROJAS,R.C.E.39380 DATE E RO�kE3- - - - - DIRECTOR OF PUBLIC WORKS I ---------- - i�_;� ---- McCUTCHEN ROAD BERKSHIRE ROAD ! 1 I CASHE ROAD CONSTRUCT 16" TE R LINE RW 6" I I I 16 t 16-•--�1--�r...»�.. 16" I 16 I----__ -- -- -- ------,--- -- -- -- -- -- -- I-- -- -- - -!- _ _ SOUTHEAST CORI ER SECTION M�.r-, I _ - 'MRRV T i 28 TOWNSHIP 30 SOUTH, �MRRIT o � RW� ���� o � __T L---------------------------------� ' _ -_ RANGE - EAST, M_----------------- --- ------------------ I ----------------- ---- ---------- _I KEY MAP SCALE: 1"=200' City acknowledgement of water plans for construction and approval of plans by signature does not abrogate City written specifications by omission or misinterpretation. Authorized City inspectors or agents may require changes in plans before certification and acceptance in order to comply with standard specifications. File Name: COB06005WT1.DWG SUBMITTED BY: CITY PROJECT NO: E81<105 �'FIE ��' E ENT, DATE r t``�j DEP RTMENT OF WATER RESOURCES W, No..28104 - *, 'Exp. In APPROVAL RECOMMENDED t9f CA1:fl RICHARD MEYER, R.C.E.281 0DATE L' to O .Meyer Civil Engineering, Inc. 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 DEPARTMENT OF PUBLIC WORKS DTE I 3-'40 ARTHUR CHIANELLO DATE WASTEWATER MANAGER CITY OF BAKERSFIELD �n CONSTRUCTION PLANS FOR u WATER LINE EXTENSION TO WASTEWATER of TREATMENT PLANT #3 EXPANSION 10 SHEETS PRINT DATE:3/10/09 AERIAL- McCUTCHEN ROAD W TERLINE rc, S! uj N czz,-- D wm CD CD 1111 m z~ CD (D V) CCD CD C!, C> _F m = cl:� (D q� cd C3 (D co CD oo Q0 Q0 u_j g c� L6 Lo (n C� C5 /—FUTURE STIR 00 Lei STREET R/W <c rCO —i -I -CD- +t Lo o' u- S J n __j + __j + + c-" 4F --j ca % —xi- -- I— srj EXIST. 60" t + - + S_ UJ �,I- Lj I __j Lo Lo -3: [if L'2 L'j CD w LLJ .4c Z: r;") t F-- Lq <� x LLJ 57< C_i 0, (n c' -j Co LLJ I(') CN cn! u J (n v) + c -'I co <c cf) <--o to N-) in EXIST. 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I _j U') _j C,4 - - - - - - - - - - - - - - - 11 . - - - - - - - - - - - - �_t - - (/) ;< Z: (/) ("-�, _c�_>) PLAN- McCUTCHEN ROAD WATERLINE _m 0- CIA L4. _z M oc) . a 00 to m + -9 m -Clq- G� 1;� - (n (�J�l !�?) .,�_i I � q* 5" 't � , * 'o �? ,a I a -,j- i� % a li t i.- %c%j , 9 5� a Lluv�& - �t !�? co cli � Lu 0 cc 'JI li w Q ) i � fr . M T- o O(Jo - M I ­ c M 0) L 0) (6 - m b < 00 o" c 76(o 0- - co a) -1 a) � P a) 0) %- - w c _,�e - (z 0) m c- ,i W 0 T_ = ,6 > C�5 1:T () r co -�5 co ( (3) - I .a (D -5 c") w 4-cy c: , o(o 2 (o 1(,6 (1) c (:) 0 ,_ _c T_ 0- I - �Z: ZF C ,� - --: , g E -L: (11 1� - I �_) . > _j ca ID < 0 cr Z o U- w CL w w 0- 0 � U! > w C5 mo I �__ L - 6 � , Lo 2 = tr) E3 8 � u- 8 w a o !i !� Zo s - (r li� 0 r (-) im 6 o i;� :� ,!- .2 0 Z 0 o .� 0 A t (L 0 1 liE 0 I I "I / 1� � I Y) - ( ',�_l ,�l � I (Y) I 1��__ L I �.! - V . 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R/W Z: I c> 5----------- ss- (9 s —t*o- s s - - --- - - - - - - - - - - - - - -------- - - s 33 34 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- --- - - - - - - - - q- -McCU-TCHEN-ROAD-(SEC-11ON4s-UNE-) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S891 13 E 35 36 37 38 S891'23 -E — — — — — — — — — — — — — — — — — 4 - — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — - 44 — — -- — -- — -- — 41 45 A T ---- — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ! — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - CONSTRUCT 16" CL 150 WATERLINE 7� FUTURE CURB LINE _w w iff w w w w w ... w s s t u :Z -A7- _=n= IR IR ol _F0 - I � / /�7 �IR IR v ITS -IR IR 35( 34� 34C a NVA rr '--)IKLLI K/VV C`41 c`4 356 m cc w c -T 10 N _ Z.> < Q ROPOSEE CUTTER FLOW LINE � .� / \ w n < 00 < < um- ucoi, ¢u') E OVER—V A7"E- U- — -- — -- — -- — -- r00 to 0 z — -- — -- — -- — -- I— + fD < C-4 ff3 + T U46 0 ::Ioo F- — — — — cn --- F<- n — — — — — — — 0 1 z 342 < 1 n 340 -201— -1 PLAN- McCUTCHEN ROAD WATERLINE 35( 34� 34C a NVA 141 SCfLES: HORZ: 1"=40', VERT. 1"=4' 20 0 40 80 INSTALL 1200 LF OF PVC C905 CL 150 WATERLINE PROFILE - WATERLINE 140 10 o 110 11 12 173 14 4e 4;3 LL 5 q 5;� < o 60 00 z 0 6 c) A? CL 0 IM Lo Vt 00 z < < I-- 358 T n 0 356 1 W cc w I— LL < (Y)C'7cc ROPOSEE CUTTER FLOW LINE 52 / \ w n < 00 < < 350 EXISr—Ml 0 E OVER—V A7"E- U- rr w 0 z 348 W -i LL T U46 0 :t F- — — — — — — — — -- --- D n — — — — — — — 0 1 z 342 < 1 n 340 -201— -1 - - - - --- - - - - - ---------- - - - --- - - - ---------- -- --- --- - - - - - - --- - - - - - - - - - - --- -TOP OF WATERLIN' TOP OF WATERLINE u 77—N S=-0.20% E:LE V. 348.11 BOTTOM OF WATEFLINE u') cq 00 I n Lu .44 oc .4 I BOTTOM OF WATE RUNE ELEV. 34 7.84 >: Qui la u- M 00 >Y ck: uj <_ J00- uj C- 4 cl:: n U- LL cta m + uj 00 V. z co (A 3 34 35 '116 cnt� 47 00 n;� A 141 SCfLES: HORZ: 1"=40', VERT. 1"=4' 20 0 40 80 INSTALL 1200 LF OF PVC C905 CL 150 WATERLINE PROFILE - WATERLINE 140 10 o 110 11 12 173 14 4e 4;3 LL 5 q 5;� < o 60 00 z 0 6 c) A? CL 0 IM Lo Vt 00 z < < I-- 358 T n 0 356 1 W cc w I— LL < (Y)C'7cc %354 (n 52 / \ w n < < < 350 m 0 U- rr w 0 z 348 W -i LL T U46 0 3 F- f r D n 344 0 1 z 342 < 1 n 340 44 45 SHEET NO. 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I APN: 532-010-07 . - --I- to 0 w m ;� (�� - C-) V) /f� 1 7 111C� C>l I �- I -- C) uj 344 I ..j I (f) (z, I � r r I 0 0 1\1 -r-) -f--) 13 J, --- 0 .L 1-1-f /,/' = I,- (:> C> 0 4 0) Js + m w ,lo- PLAN- McCUTCHEN ROAD WATERLINE ci ;�d 0 - I V) 1--: w 1�j M 00 < r-� C) -* = K� 0 C:) F= (=; < Lr) 0 + = v-) = u') m m * 0 C-) I -j m M �� I , I U) 9 En CD -< Lci F- ul z .< P6 Q:: C> pC) - L0 = + U-) --I "o �v) ;� = (f) t, -3 -. -, %, �) ,��-, , -11, L \-� * , 00, - % �,- w S": , .,.!�, I -� * I - "I 1�rl , ; in 4, � 1, " I , 1. I I , 14. 1.4 1�� VA;, vi "4�1-1's . 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OF WATERLINE I - - i �--i- -�- I I I I � - . I . I I I N �-/ ,I-- ---.. --- -- ; � I I i I I � I i �- ---7- -- -- � I I I I I I � I I - - --- -, - �-- ---------�-- � -- I - � I - K A- - i - --I -,. 1 &--o-.wo i I I - - F I - - - -t- --1 I fl) . " r4c- 1* p") - - - -- -- I - i I -- 00 - -M Q6 1.4- K) - I - � i . - I ---t I ---� - S= � - I -0,27% -- - U) c ) i \ - ELE \!ML V. 347.84 I I, i -1 , \ I " �,- 11 N . -T7 I "I -� � '� I - cp - r - 114- to I i I I - '\\ , - 1 t Di V .: - � �o < 1 L --r- I I --- i t I I � ---- - <lq r- 1* ---M�- -pq m pooM >; - -+- - CR r� d- -) -;T--- >: - "R r- - -, --- "� W >: -- .. TOM -OF -A ME"& - co r-- 4- rl) -- I � -- - - --L I I I - -i- I - " , , ,� % I � 'Fl.l.l....I.-t i� - , , ,; �, -S - , - -�!- I ------t-- I I I 1 ; i- >- w I --j -- -,; m m .4. , I . ;:�- , I -I I 1 ----I----- i i I i ? I ---X-"C-- LLJ -U) �: V) LLJ -j w - _j Lq * w -- I- ----r I I >: I'l I - , - >: . 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I I I r I - m + M + " .-j 1(0 to cq C14 n I L � I W �-i CA C:) Q ;� , to (�D , I , r I I I < (.D (n - W (O W (0 m ;5 . 1�4-c 1 8�1t) � I . I - L I I I I � - ., I I .(= Cor V)L (/) g r (f) ;!� �> , - . I I ; � I I . � �, I I I . , "d �t --�e Q ;� 9 (n -K , (n 9 ;� ;� Lq . I I . I I � '. 11 � , -,� : , - � I 1 61-- m Q V) (n uj I I I I I . I . I " - I Q-' U) 0 V) . I II I . - I 11 . r - r r I I -- ­ . INSTALL 544 LF OF -PVC C905 r CL 150 WATERUNE r I � I I I I I : I I . . . � . . I --- I I I I � I I I I . . I - � SHEET NO. , . 11 I I I - � � � . I I SCAIS: HoRz.- 1"=40', VERT. 1"=4' PROFILE - WATERLINE � - I I 1 20 0 40 80 1 1 1 1 1 . � � I � � I - . - @ - I � I I , . - / ,� - � I � . I - � , t, t, 11, 1, F-- �-,,-- 2401- �,j 21 I , r�� 4A � � - I I 11" , I �11 I � 40 � , - I I � - I I 11 . . I � I I . . '. I I I I I 0 I., I 1 7 ,L - , --! 1 r , ,� -- I I ., � � I 1 4 ,T-- � r � I I I - I . , I � ! 1! 1. I I I I I �, r I I I I I r . L ­.' I I- I , " I -� I "I 1 6.6 - j .3 (, ' 10 r � , T I I I I ­ . I . I . 11 -i 7 � I I I , 1 �, , r r " t , A 7 1 � 7 , I !i . � - r .73 1 -, � , 7 , I � --� -- . --- , I " I - - . I I � � 1 1 � � I �, --& . . � -, . I 1 �6 , / 1�� 1 7 1 2 L ­ ­ �� r � -L� - � ��­ r � "8 ----------..I- - -- -- - '. I _-,� 1 )2 II 14 "" " Z5 7 �,� r �, ,;20, I'll - . . I I I , I I - - ---- . . - .. - I I I I I I . . - I . I 11 I I i I ­­ fta, , I -, ,�&,­ , - I -- 1- ­­­­ -1 I �, - I -, I . , I . 11, 1- I .1 . � � . a It -2 GTI), 07 g"" N go, Y, 'a' 7- 'y a 7, -in 0 c\1 p § 77� _N� tw"' t; _61 . . . . . . . . . . poo R IQ E 3, 01,3_i 777,' 7 77777 7777=, �A' 7. 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I op a J U-1 ko 00 1(o_ to + L2'- ' �1 �� + CD + + + + r- co C14 c'J V� <0 to U-) LLJ Lo ID 'i 31E, C -IT 10 1\1 I'-) LLJ P En (n Q0 R = ;� -.1e LLI En < co FM- < (n I/ > �2 EET R/W --I 1 1 z " 0,/— STR 10 m -X X­X�X_K�X,�X�x­ X—X—X—x—x—x X—X�X—X�X�X�X_x _x _x K; x W_ -w r 0 /*_-'2�� INSTALL 19- BF VAI VE -OH (i _0H —OH — — _0H CONSTRUCT 16" CL 150 WATERLINE q r— v �10 STA. 62+18.22, 44.8� LT. ;---OH — —OH — — — H �H— 0 OH _T_ i I I OH T _T_ _T_ _T_ _T _T_ 4 - — — — — — — -- 7/7 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - ASHE ROAD (SECTION LINE) _�4 — - _/ — — + bb 57 58 59 60 NO'25'26"E 61 62 ZZ/ - - - - - - - - - - - - 1.V2526"W / - - - - - - - - - - -- - - - az - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - s S—.—s - - - - - - - - - - - - - - - - - - - - - - - - - s_ -_s .-LIT V rs 'v) > z F I E _;X_ D L I N E r ��STiEET R/W INSTALL A-4 2" BLOWOFF F_ I x uj STA. 62+17.50, 3O.00RT. 0 A 3 _0148 x x PLAN- ASHE ROAD WATERLINE �� m 340 co cn Lo 4* to = rn Lo m 17 r__ C) C14 V) Z: ;> uj Uj _J _j Lq > PVT U-5 (6 U-) u J 338 ca W > e u- C6 co uj 't ir= m 00 + c) Co - '�i a r.- Wo + .d- 00 336-- __j WI) st __j u') ;> ui _j Lu uj Lu Ln 334 w Id r__ -< ui 54 ui 55 SCALES: HDRZ: 1"=40', VERT. 1"=4' 20 0 40 ��§E 80 mi -4c 56 m U APN: 497-020-11 C1 c) c> Lo V) U-) Lo LL_ U� 00 �Q = — Im Zo W 'o ob + + + C> u") a a- + !2 + uj ui < < < �_ \Z: �_ u V) V) V) C-4 1 6$0 m 0. :Z_ -0H _0H L0 3 - - - - - - 7/7. 64 NO*24�36"E 65 661-1- NO*94'35--- c/) 00 --I SOUTHEAST CORNER SECTION 28 rn RANGE 27EAST, M.D.B.M._ STA. 62+75.79 W I CD cy) LL - 3 >: LLJ' W 13 PR 0 1-'&S9D--WTT-RH -LOWUNI --GV�- NATERU EXIST. IGRADE ONER WATEF_L1N_E____1 Ln pi Li (.0 __j +m — — — — — — — — — — — --- — — — - - v*1) -----7 - - - - � - -I - - - - - --- I wi - - — - — - - - - - - st -of _< to oil - - - - --- - - - - - - -- UJ Ui J 'Coll LLJ 3 0 > td) 57 0 p :�:; F= uJ UJ Z: + r7__ L0 < M LLJ < Q: 00% OF WATER BOTTOM OF WATER [LINE 6191j, zs LLJ ;� I ­_­ 6i INSTALL 1131' LF OF PVC -C905 16* WATERLINE PROFILE - WATERLINE 14 't 19% M 65 .6 - 1.3 � CC) a w ch! 0 co w 0 -2 0 co cn m 17 r__ C) C14 Q0 > PVT U-5 (6 U-) CD ca W > >; co uj 't ir= Lei -4_ c) ui > __j WI) st rn ;> ui _j Lu uj Lu w Id r__ -< ui c> ci ui __j uJ -i Lu Lo + r- + 0: c> + CF; m C14 x >< n n 00 + '000 — + r4) + C6 W) U-) to Lu Cq U) CD co__ �!q_l -4 ZZ C-4 to P., :z Ln :z Li ro >: UJ U-1 �4 62 63 64 (n C) Ld c> C-0 + N " -0-(o 10 c6 00 F= + C14 + 04 co g U.i cn !�2 V) 65 .6 - 1.3 � CC) a w ch! 0 co w 0 -2 0 ME z Lh w 0 16 F- W 0 Z Z c) W W z o) w o 0 0 co Z CD 0 z 3: Z ( F_ 0 _5 D () Li- ir 0 CE M w Q) Lij W a- C) n- o LLI w o w > W J) o D > a > w w w E5 Er ir (r_ 00 co "Ro',—0. �Q — o' co z L0 (\1 g T_ IP, C> 0) LL ir co co 60 z 0 8) < U - w U) z 0 w F— I—L "It U) Lo Ir < w < y I-_ < n (j) M < LL 0 w 0 rr i 0 w < r'r n I z SHEET NO. T OF 10 co cn co IQ. co Q0 > PVT CD ca W > co co c) c) oo 0 C) 0 (L ME z Lh w 0 16 F- W 0 Z Z c) W W z o) w o 0 0 co Z CD 0 z 3: Z ( F_ 0 _5 D () Li- ir 0 CE M w Q) Lij W a- C) n- o LLI w o w > W J) o D > a > w w w E5 Er ir (r_ 00 co "Ro',—0. �Q — o' co z L0 (\1 g T_ IP, C> 0) LL ir co co 60 z 0 8) < U - w U) z 0 w F— I—L "It U) Lo Ir < w < y I-_ < n (j) M < LL 0 w 0 rr i 0 w < r'r n I z SHEET NO. T OF 10 00 Lij U kk, N, APN: 497-020-10 M * vi I u') co -T-: Lo U-) u') w _j Z: m 0 C> u') to m 00 (6 wi C) cli to + CD 0) + + T M co co + m m _j (0* _j 00 (o co A cli to co " V) Go it C_f 10 1\1 2 D 15 W -C-4 STREET R/W En -- — - — -- — -- 6$p 7, 16 —OH —OH —OH-- I :E' 4- --- CONSTRUCT 16" CL 150 WATERLINE —OH— _OM_ Oki_OH— —OH- -M----OH----OH---OH----OH— t1 OH— —OH— — — u') OH— —OH— —OH G_ — — _OH— —OH— —OH— —OH— —OH— —OH— —OH G ---o - - - - - - - - - - - //7 - - - - - - - - - - - - - - - - - - ------------- ASHE ROAD (SECTION LINE) 171 —OH" - 67 68 69 — — — — — — — — — - - — — — 7/ — — — — — — — — — — - /7- - -- — -- 70 -------— /,7 ------ 72 771 NO*24'35"E ----7-,T-73-------T,1------74--- — 7/7 -------------- ------- 75 76 77 u — — -- — -- — -- — — _�d 78— �2-L - — -- — -- — -- — -- S s —S —S —S _. —S —s S S—. �_ ` r __ -- __ __ S __ __ __ — -- — -- — -- — -- — — -- — -- STREET R/W APN: 497-020-26 PLAN- ASHE ROAD WATERLINE 35 _-_O LINE - W44 k -TER --- co cc <D Ln Ln rll cl� C� LC r7 r7 F") �o V') L0 CN Lo V") 00 lz� ro ro CV __j Ll LJ LLJ W ------- Lj L'i _j LLJ LU T1 510-i I ?__jw -Or-WAT�UNE­— 148 S=0.17'ro 1417 ELEV. 34 lot LZL4 >: >: _55i u� �o LL_ 00 C14 LAJ IAJ o V) C> + Z 0 V) 00 V) 36 — 341 6r' 67 68 69 70 71 72 73 74 75 76 77 INSTALL 1200 LF OF PVC—C905 16" PIPE S(:ALES: HORZ: 1'=40', VERT- 1"=4' PROFILE - WATERLINE 20 0 40 80 40 10 i 1 1 6 7 I ro 1 172 113 7 175 16 1� I r8 1,9 )4 275 26 2 28 29 • (D C) C)C> N, APN: 497-020-10 M * vi I u') co -T-: Lo U-) u') w _j Z: m 0 C> u') to m 00 (6 wi C) cli to + CD 0) + + T M co co + m m _j (0* _j 00 (o co A cli to co " V) Go it C_f 10 1\1 2 D 15 W -C-4 STREET R/W En -- — - — -- — -- 6$p 7, 16 —OH —OH —OH-- I :E' 4- --- CONSTRUCT 16" CL 150 WATERLINE —OH— _OM_ Oki_OH— —OH- -M----OH----OH---OH----OH— t1 OH— —OH— — — u') OH— —OH— —OH G_ — — _OH— —OH— —OH— —OH— —OH— —OH— —OH G ---o - - - - - - - - - - - //7 - - - - - - - - - - - - - - - - - - ------------- ASHE ROAD (SECTION LINE) 171 —OH" - 67 68 69 — — — — — — — — — - - — — — 7/ — — — — — — — — — — - /7- - -- — -- 70 -------— /,7 ------ 72 771 NO*24'35"E ----7-,T-73-------T,1------74--- — 7/7 -------------- ------- 75 76 77 u — — -- — -- — -- — — _�d 78— �2-L - — -- — -- — -- — -- S s —S —S —S _. —S —s S S—. �_ ` r __ -- __ __ S __ __ __ — -- — -- — -- — -- — — -- — -- STREET R/W APN: 497-020-26 PLAN- ASHE ROAD WATERLINE 35 _-_O LINE - W44 k -TER --- co cc <D Ln Ln rll cl� C� LC r7 r7 F") �o V') L0 CN Lo V") 00 lz� ro ro CV __j Ll LJ LLJ W ------- Lj L'i _j LLJ LU T1 510-i I ?__jw -Or-WAT�UNE­— 148 S=0.17'ro 1417 ELEV. 34 lot LZL4 >: >: _55i u� �o LL_ 00 C14 LAJ IAJ o V) C> + Z 0 V) 00 V) 36 — 341 6r' 67 68 69 70 71 72 73 74 75 76 77 INSTALL 1200 LF OF PVC—C905 16" PIPE S(:ALES: HORZ: 1'=40', VERT- 1"=4' PROFILE - WATERLINE 20 0 40 80 40 10 i 1 1 6 7 I ro 1 172 113 7 175 16 1� I r8 1,9 )4 275 26 2 28 29 • 04 c o Lu cj '2 ca cr (o CO fl - C co m 00 co 0 c: - o C5 u - CD W co co 0) LLI(Y) 00 o(o 2 (o c C) 0 CL Ln cy) 2 00 tr) tr co § R LL . Z05 O<D z 8 0 - co wU) n z 0 1 — LLJrr I I- — u)W (D F_ (c) rr < W < v F_ < (J) 00 < LL 0 w 0 cc T 0 U) < z n SHEET NO. UOon OF 10 "C, 0 f � d' Lo Ln M cl? N O W h-^ J o J = Q a o 48 LL cc W d J y J � W O > O of co S O 04 N I o --- w _ ---—I Q h 40 00 r., U Q En z Z c ? V) APN: 497-020-09 ASHE ROAD WATERLINE LiNnIA 16"WATERLINE a j -AND—C--AP-- L 1 45' ELL i Q DETAIL W-2 o ©t s >10 THRUST BLOCK --� ' � o _cd N, `4 a cd 00 \ cp V) \ z z~ U' w (1)i (-� c`) APN: 497-020-08 `\ ' STREET R/W �►`- -•--=ice--- -.. - - --- �- - - -- - - - _ � �\ --- -- -- 161) CONSTRUCT 16" CL 150 WATERLINE 90 777- — — OH — — —OH — — — —OH — — — —OH — — —OH — — — —OH — — —OH — — —OH — — — OH -- — —OH — — — —OH — —OH — — OH — — —OH — — —OH �- ( OH----OH----OH--- OH— OH _ � ASHE ROAD (SECTION LINE) --— — — — —— -- — —— _ L0 I78 NO_24'3 79-------jy----------------—————— — — —��T——————————— — — T// — -------------- ,r — — — — — — — — — — — —— --- ------ 83 -+=-- — ---I---- -- -- ---8+°--- -- --- 81 --- �—---82 --- — -- - -- -- -- ----$i — -- —/ -- 8— 86NO°24'35"E 87 89 90 s s s j s s s s s s s MW f -,. �STREET f �. El — 0 2R 7 APN: 497-020-37 /W APPROXIMATE LOCATION � IN --s OF MONITORING WELL V SEWER UNE CROSSING EXISTING 16 WATERLINE _ STA. 427; 19.05RT. -- x :« f� PLAN— ASHE ROAD WATERLINE "------ M 5' ELL— i' THRUST BLOCK ,,\ L Lt`7 mn (,� o (o rn M co CU 00 c co 47 u. c_ co m wo co U co �co (o (Y) ui �C co 08 ® ` vj oO r [ni r CL =WWW �Q2i g0000 CL C) 0 0 —j m CO d1 a o o o ZC) (.5U u- crC, fr ir W a o D- a o o a �woWW �irQcrm �0000 0 N N N f? � N M r haammwi= - „ EXSTING WARP HYDANT ANDREMOVE a n AERIAL- d' Lo Ln e-; cl? 52 W co o z O Lc)i W Lc r f! 48 LL cc W d J `--- Q 0 344 co --- --- I o --- w _ ---—I ---- U-- 40 U U ELEV. 347.89 DETAIL W-2 AISNU 16 , CONNECT TO EXISTING WATERLINE WITH m 408 o 8 o \ WATERLINE ', 1�°°& 45' LBOW Af Aid m �; o m 1a \ — THRUST BLOCK " —'' w-2 >2 �>�i - � ° 0 6 STA. 88+9 3; 62.00RT. 10 C Q1 10 EXISTING GRADE _ — — `' 1 -- o �r n n n r � ori t (/��\/ N 0 to �o to � W � V')M V � CO n d � Lnff) M M J i W -� J I—I W00 ----Iw I - I--- I --- —'— —F F 1 W W LL1 I it to O co c.6LLJ Lo -j 00 .6 a + fx + 00 00 00 NCS? N i 1 79 80 81 82 83 SC f LES: HORZ: 1"=4C, VERT. 1"=4' 20 0 40 80 40 1 10 84 INSTALL 1093 LF OF PVC—C905 16" PIPE PROFILE — WATERLINE 14 15 16 1; TOP On WA :. co w — 81,,4 88 i9 54 Q Lo F— O N e-; J Z 88 i9 54 Q F- 52 W co o z O -I 50 W 48 LL cc W d d- _346 Q 0 344 co < W I o rr -i 42 }- W =O U-- 40 U U 38 Z Q ...336 .l n J334 90 SHEET NO. g OF 10 7ERROX-(SEE a cm &A CK OF SIDEWALK TABLE BELOW) ti , � � �. SER14CE` PIPE 9 (fN IAL D BY 1� TJ� ANGLE METER STOP ME TER TO BE SET tV E3Y CITY. > g O 2 WRE N i LONG SIDE SHORT SIDE • U *--MAIN f 4 L v� 4 314 TO 2" TUBING < (AS SPECIFIED) ANGLE METER STGP " .. , 314 O 2 DOUBLE STRAP SERVICE TUBING* (AS+n° 4 cQn STEEL IN RT SPECIRED) sl ul i hli it i n N SADDLE, SRON,�E' CR cn CORP A TION 1kiALABf.E IRON WiTII S7®P " ST�k1N ess STr'EL STRAPS 0 m t USE APPROVED SADDLE FOR PVC PIPE r TUSING SHALL BE CaPPER IN ACCORDANCE WISPECInCA 77ONS, OR POLYETHYLENE TUBING, LUNG SIDE SERVICE PE' 3408, PC 200, PR 9. SHORT SIDE SERWiCE G SiVE_SERWE FOR A 314' METER $HRCL f" TUBING AND A f" TO 314' ANGLE TER. STOP ALL J/4* TO 2" SHORT SW SiERWCES $HALL BEE OFcwm TU6RNVG. • Z ALL O SERWCE SIZES SMALL INCOlVMA7E LIKE &ZEES FOR C"'ORAZION STWS, ii NG ANGLE METER STCIPF AND METER. Lei. AlSHORT SHORT ORLONG SERWCE' SMALL Slsr of s-�ilr Trtlt mc, Y -ilio AIimp staJR..AND 1-f1'" MEMR (7V BE INS ALLED BY 07HER5).. 3 ALL P PLASTIC PIPE SHALL W IRON PIPE «SfZE° AND. RE Na 12 AWG SOLID COPPER 147G4E INSULA ErD (TYPE OR WW) TAPS0 Iii #'IPE AT LOCA TONS SHOW RND EKT&AM JN7V METER r Bax. to NOT TOUCrd WWiRE Tm OT}fETi METAL rlrTTINGS ALL POLY fuwmG'Im" = IRC" FIPE SP 4. COWCR TE' METER sa= necuRED 1014N SERVICE IS LOCA TO IN DRIVEWAY WE S. A SA FLOW PROTECTION DEVICE MAY a' REQUIRED FOR ANY SERVICE CONWEC7708 A$ DETER BY WATER RESOURCES, WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CAL.IF'ORNIA, N r STANDARD SERVICE CONNECTION -- 3/4" TO 2" APPROVED: P4A1E PIp . W_� ANA - MATER ROU EPA_ ENlT __ _A - -REV. 01-•24-1 I .114' A D 1' 12"41 r#.-CHRISTY CONCRETE « PRODUCTS OF EQUAL QUALITY = Z PRODUCM INC - Alts 8--f,2. MAY SE TIM i IEW APPRG)VO BY 7W WATER 1 112" AND, 2" 17 I14"xJO- CHRISTY Ci CRM RESDURa DEPT: v T pmvcrs INC. -• Na 0-36, G SiVE_SERWE FOR A 314' METER $HRCL f" TUBING AND A f" TO 314' ANGLE TER. STOP ALL J/4* TO 2" SHORT SW SiERWCES $HALL BEE OFcwm TU6RNVG. • Z ALL O SERWCE SIZES SMALL INCOlVMA7E LIKE &ZEES FOR C"'ORAZION STWS, ii NG ANGLE METER STCIPF AND METER. Lei. AlSHORT SHORT ORLONG SERWCE' SMALL Slsr of s-�ilr Trtlt mc, Y -ilio AIimp staJR..AND 1-f1'" MEMR (7V BE INS ALLED BY 07HER5).. 3 ALL P PLASTIC PIPE SHALL W IRON PIPE «SfZE° AND. RE Na 12 AWG SOLID COPPER 147G4E INSULA ErD (TYPE OR WW) TAPS0 Iii #'IPE AT LOCA TONS SHOW RND EKT&AM JN7V METER r Bax. to NOT TOUCrd WWiRE Tm OT}fETi METAL rlrTTINGS ALL POLY fuwmG'Im" = IRC" FIPE SP 4. COWCR TE' METER sa= necuRED 1014N SERVICE IS LOCA TO IN DRIVEWAY WE S. A SA FLOW PROTECTION DEVICE MAY a' REQUIRED FOR ANY SERVICE CONWEC7708 A$ DETER BY WATER RESOURCES, WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CAL.IF'ORNIA, N r STANDARD SERVICE CONNECTION -- 3/4" TO 2" APPROVED: P4A1E PIp . W_� ANA - MATER ROU EPA_ ENlT __ _A - -REV. 01-•24-1 I WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD. CALIFORNIA 3 4 & 65' WATER SERVICE DETAIL ..m...., .w. �.}� GRADE f L+F' WAD/iA TGR � FINISI'IED GRADE WAST IRON VAL VE BOX 1 CAST IRON LOCKING LIQ — TYLER PIPE OR EQUAl— _PAWW 4' DEI A FINISHEE CAST IRON LOCK -UO M READ *AA MR'. a +o- 14 REBAR sAtt.sT A.e FA WMENS SQUARE C VE ,SLAB GAFF' IRON VALVE BOX W1 CAST IRON LOCKING REDWOW BLOCK LID - TYiER PIPE` OR EQUAL. • WWA TERINE • NOTE: FINISH CGX+tc.7 IE SY AB 114" BELOW A.C. PAVEMENT WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA VALVE BOX DETAIL l 02-11 Al TMLAL HQT TAI' STA LA Ti � to = Z Z v V to v V IC z � 0 g 0 o �UU•> 02 �rPt ta -mm Z 0 m m :41. 'j WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD. CALIFORNIA 3 4 & 65' WATER SERVICE DETAIL ..m...., .w. �.}� GRADE f L+F' WAD/iA TGR � FINISI'IED GRADE WAST IRON VAL VE BOX 1 CAST IRON LOCKING LIQ — TYLER PIPE OR EQUAl— _PAWW 4' DEI A FINISHEE CAST IRON LOCK -UO M READ *AA MR'. a +o- 14 REBAR sAtt.sT A.e FA WMENS SQUARE C VE ,SLAB GAFF' IRON VALVE BOX W1 CAST IRON LOCKING REDWOW BLOCK LID - TYiER PIPE` OR EQUAL. • WWA TERINE • NOTE: FINISH CGX+tc.7 IE SY AB 114" BELOW A.C. PAVEMENT WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA VALVE BOX DETAIL l 02-11 Al TMLAL HQT TAI' STA LA Ti � RIi f� PUSH -ON BY RANGE ME - l ' �' {ice 1i� tf."^�A. �' _; • � MWWW OR APPROVED 7APPM SLEEVE ,' {. *X• WATER RESOURCES DEPARTMENT ETY OF BAKERSFIELD CALIFORNIA TYPICAL FIRE SERVICE DETAIL W---18 PROPERTY UNE wvXR AO E PIPE Cyst T d WWS+4 Y �' ° _ RING TTTE X RANGED a, sff 2' TYPICAL ^ N TEE 4" WHARF HYDRANT WATER MAID _ I _ _ d TEE TEE # 22 112' ELL , 4 !'+l3T BACKFILL ACTS 70 Air �tl'BI?W -'""' .�" `� FLANGED 909 RHA TIVE` A Sdi Y E;PT j14 REBAR AS MC19117EL? BY SPECIAL P'R€ WSOV FLANS VALVE \~ 2.SK twEN AV STREET R/iY MINfMU I "ry - WTAL41C PW JOWrfXRPLAN / V'i� Illy 4" GAL � L Sarcr, MAMMAL COIWACTEV To L� VALUE ANCHOR Q0_i FIRE DEPARTMENT APPROVED IWICH Z0Nr,C0WACMV rO :: HYDRANT ASSEMBLY k 85X MA RELANV€ MS1TY 9O- ELL * CLOW &SO OR WILAR PIPE TO BE Ir CROSS - ` N9TK 4" CTLITLET WAPPEI? CA VA 7E ILLI i:.EAR Alf tL .� � .. REDUCER WITH 5 Mx TAPE � TNRUST BLOCK SCHEDULE VALVE BOX Wl r— O.P.f2 =4" LrCkfNG CAP -SEE ` r.---,- UST BLOCK AV BEARING+ AREA w SOUA,RE FEET BOTTOM OF FLANGE c° DETAIL WW -t2. WATER MAIN � et.` � P,fp,E L 45'E'4f. z2 i1r ELL cRoss VALVV _ PER DETAIL W --Z 42" MlhWUM FOR 12' OfAWW7 & S94LLM SIZE PLUG 46' MAVIMUM FOR LARGER THAN f2' DI TER PIPE � 4 2 2 t rA. -3;D RING --TIGHT PLUG e.► 8 5 7 4 2 J C0 EEA. " 5. !a M,WI FON MAWS LESS t� � �r 1C R' 6 _ �3 4 5 EA. a 6' STD Burry � 4 TNRE'ADED SIDE 12 IWM4W FOR Ir DIAl�£`TER AW QXATER 12711 E R 3 to OUTLET TEE NOTES. 15' i 5 1.3 1 7 1 ao z4.1 ta. o r 1) ALL VALVES, F7T7XGS. AND DIREC7701VAL CHANGES ARE TO BE HELP IN PLACE CONCRETE THRUST SLOCK X-3" P. V: C. PIPE 1) WATER MAIN MALL SE LOCATED ;2R FWM T�--OF W0!Y WM POSSWC. BY CtWCRETE THRUST$ BLOWS, PER DETAIL WV -2 �• ° ' 4 . 4" GALV. RISER 2) IN PAVED AWA MWMW COVER SHALL BE MiE49jM FREW L T OU 2) BEARING AREAS INDICATED ARE BASED ON ALLOWABLE SIAL PRESSURE OF f&V PSF: s• � � END CA0 NTH : � FLOWWL.INE CRAKE. 5 FLANCL'O G.4 M THRUST BLOCK .3) CONCRETE' IS NOT 70 BEAR AGAINST PIPE: Twsr BLOCK rO om-Y BE II4 VALVE W W RISER t'o .3) W PAVED AREAS, SPE'C*7CAWNS FM STREET STRUCTURAL 'aECn0ft OR aWTACT W41TH FITTING. AND [JSP. PAVEMENT PATO SPE 770M SMALL SUPERCME SAiTt° U AND COMPAC77ON ST017 4) YHRUST BLOCKS SHALL SE POURED AGA/NST UNDISTURBED SOL. CONCRETE THRUST 8LOC1 •v `�.^ GALV. ELBOW PER DETAIL W-,2. 5) .VNTS SHALL BE KEPT CLEAR OF CONCRETE. PROFILE VIEI/I% ALTERNATE INSTALLATION N WATER RESOURCES DEPARTMENT WATER RESOURCES DEPARTMENT WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA CITY OF BAKERSFIELD, CALIFORNIA CITY OF BAKERSFIELD, CALIFORNIA STANDARD PIPE TRENCH THRUST BLOCK DETAIL. FIRE HYDRANT" ASSEMBLY END OF LINE BLOW --OFF -- UNPAVED AREA AFt}i�OVED: D -ft >PAPPROVED: PLA'm No. APPROVD: No. JPPRQVEo: go. �Ar� - Av R :E 04-27-01 S4 U-7 - R�GER RRrAANAGER " WA S P AFN D REV, 04-6JWANARA tcEs A ERVT DATE RM01--24--08 b 10 11 12 13 14 115 16 1 18 19 20 21 22 23 24 1 WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD. CALIFORNIA BUTTERFLY TERFLY VALVE SUPPORT AND THRUST ASSEMBLY = Z Z z � 0 g 0 o �UU•> 02 �rPt lil,nl• -mm Z 0 m m :41. 'j U mod • u'mm w Y a U) a o RIi f� PUSH -ON BY RANGE ME - l ' �' {ice 1i� tf."^�A. �' _; • � MWWW OR APPROVED 7APPM SLEEVE ,' {. *X• WATER RESOURCES DEPARTMENT ETY OF BAKERSFIELD CALIFORNIA TYPICAL FIRE SERVICE DETAIL W---18 PROPERTY UNE wvXR AO E PIPE Cyst T d WWS+4 Y �' ° _ RING TTTE X RANGED a, sff 2' TYPICAL ^ N TEE 4" WHARF HYDRANT WATER MAID _ I _ _ d TEE TEE # 22 112' ELL , 4 !'+l3T BACKFILL ACTS 70 Air �tl'BI?W -'""' .�" `� FLANGED 909 RHA TIVE` A Sdi Y E;PT j14 REBAR AS MC19117EL? BY SPECIAL P'R€ WSOV FLANS VALVE \~ 2.SK twEN AV STREET R/iY MINfMU I "ry - WTAL41C PW JOWrfXRPLAN / V'i� Illy 4" GAL � L Sarcr, MAMMAL COIWACTEV To L� VALUE ANCHOR Q0_i FIRE DEPARTMENT APPROVED IWICH Z0Nr,C0WACMV rO :: HYDRANT ASSEMBLY k 85X MA RELANV€ MS1TY 9O- ELL * CLOW &SO OR WILAR PIPE TO BE Ir CROSS - ` N9TK 4" CTLITLET WAPPEI? CA VA 7E ILLI i:.EAR Alf tL .� � .. REDUCER WITH 5 Mx TAPE � TNRUST BLOCK SCHEDULE VALVE BOX Wl r— O.P.f2 =4" LrCkfNG CAP -SEE ` r.---,- UST BLOCK AV BEARING+ AREA w SOUA,RE FEET BOTTOM OF FLANGE c° DETAIL WW -t2. WATER MAIN � et.` � P,fp,E L 45'E'4f. z2 i1r ELL cRoss VALVV _ PER DETAIL W --Z 42" MlhWUM FOR 12' OfAWW7 & S94LLM SIZE PLUG 46' MAVIMUM FOR LARGER THAN f2' DI TER PIPE � 4 2 2 t rA. -3;D RING --TIGHT PLUG e.► 8 5 7 4 2 J C0 EEA. " 5. !a M,WI FON MAWS LESS t� � �r 1C R' 6 _ �3 4 5 EA. a 6' STD Burry � 4 TNRE'ADED SIDE 12 IWM4W FOR Ir DIAl�£`TER AW QXATER 12711 E R 3 to OUTLET TEE NOTES. 15' i 5 1.3 1 7 1 ao z4.1 ta. o r 1) ALL VALVES, F7T7XGS. AND DIREC7701VAL CHANGES ARE TO BE HELP IN PLACE CONCRETE THRUST SLOCK X-3" P. V: C. PIPE 1) WATER MAIN MALL SE LOCATED ;2R FWM T�--OF W0!Y WM POSSWC. BY CtWCRETE THRUST$ BLOWS, PER DETAIL WV -2 �• ° ' 4 . 4" GALV. RISER 2) IN PAVED AWA MWMW COVER SHALL BE MiE49jM FREW L T OU 2) BEARING AREAS INDICATED ARE BASED ON ALLOWABLE SIAL PRESSURE OF f&V PSF: s• � � END CA0 NTH : � FLOWWL.INE CRAKE. 5 FLANCL'O G.4 M THRUST BLOCK .3) CONCRETE' IS NOT 70 BEAR AGAINST PIPE: Twsr BLOCK rO om-Y BE II4 VALVE W W RISER t'o .3) W PAVED AREAS, SPE'C*7CAWNS FM STREET STRUCTURAL 'aECn0ft OR aWTACT W41TH FITTING. AND [JSP. PAVEMENT PATO SPE 770M SMALL SUPERCME SAiTt° U AND COMPAC77ON ST017 4) YHRUST BLOCKS SHALL SE POURED AGA/NST UNDISTURBED SOL. CONCRETE THRUST 8LOC1 •v `�.^ GALV. ELBOW PER DETAIL W-,2. 5) .VNTS SHALL BE KEPT CLEAR OF CONCRETE. PROFILE VIEI/I% ALTERNATE INSTALLATION N WATER RESOURCES DEPARTMENT WATER RESOURCES DEPARTMENT WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA CITY OF BAKERSFIELD, CALIFORNIA CITY OF BAKERSFIELD, CALIFORNIA STANDARD PIPE TRENCH THRUST BLOCK DETAIL. FIRE HYDRANT" ASSEMBLY END OF LINE BLOW --OFF -- UNPAVED AREA AFt}i�OVED: D -ft >PAPPROVED: PLA'm No. APPROVD: No. JPPRQVEo: go. �Ar� - Av R :E 04-27-01 S4 U-7 - R�GER RRrAANAGER " WA S P AFN D REV, 04-6JWANARA tcEs A ERVT DATE RM01--24--08 b 10 11 12 13 14 115 16 1 18 19 20 21 22 23 24 1 WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD. CALIFORNIA BUTTERFLY TERFLY VALVE SUPPORT AND THRUST ASSEMBLY WATER RESOURCES DEPARTMENT CITY 43F BAKERSFIELD, CALIFORNIA BLOWOFF ASSEMBLY -- PAVED AREA APPROVED: PtA4E N., Y S " `t MANAGER -NIR E D A R3A SHEET N4. � (0 OF 10 = Z Z z � 0 g 0 o �UU•> -mm Z 0 m m U u'mm w a U) a o w w U m m rn .2" BRAS5 PLUG �' z° 2" BALL VAL VE S"cr co N r TICAL ,1AMES ,JONES J— 194J OR EQUAL TOP OF CONCRE�f PAD CAST IRON (FINISH PAZ} fl`4 BELOW � STREET GRAD) p �;, U" bi o 0 0 TR e F L if? R m m co fl (Qj co m m o 0 z vi �' ` 14 REBAR 90` ELL #4 REBAt I BRASS BROOKS AV37 BOX 2"x6" BRASS OR CONCRETE OR EQUAL BRONZE NIPPLE; 2" BRONZE GATE VALVE WRAP W TH 5 MIL. TAPE 2" BRASS NIPPLE Z J (TO FIT) 4RAP wTH p O 2" BRASS OR 5 MIL. TAPE BRONZE COUPLING w �-- 2"x12" BRASS LL W W 2 x1.2" BRASS NIPPLE—- ­,,NIPPLE Ci) Q Cc X ' W W Z ,� 2 BRONZE 90ELL Z- Q WATER MAIN m Q A POUR AGAINST ----- --�- - LL UNDIS77JR80 OR .� 0 COMPACTED BACKFILL c f RING TtTE CAR w TAPPED FOR 2" PIPE � (BLOCK CAP WITH STANDARD � Q CONCRETE THRUST BLOCK) WATER RESOURCES DEPARTMENT CITY 43F BAKERSFIELD, CALIFORNIA BLOWOFF ASSEMBLY -- PAVED AREA APPROVED: PtA4E N., Y S " `t MANAGER -NIR E D A R3A SHEET N4. � (0 OF 10