Loading...
HomeMy WebLinkAbout1550 B.M. 10051 ELEV. 13 00.686 2" BRASS DISK SOUTH SIDE OF CATCH BASIN, NORTHWEST CORNER OF BASE LINE ROAD AND SWANSON PLACE. STREET IMPROVEMENT PLANS FOR 450 FEET E/O DAY CREEK CH. TO VICTORIA PARK LANE GENERAL NOTES CONSTRUCTION NOTES I. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the FF Rancho CucamongaStandard Specifications for Public Works Construction, (Green Book), 1995 Edition t REMOVE & DISPOSE OF EXISTING GUARDRAIL PC.C. CURB , 2. Public and private utilities and substructures shown hereon are from available records. The BANYAN STREET _ TREES, LANDSCAPE , HARDSCAPE , ETC... Contractor shall be responsible for protecting all utilities and substructures as shown within 2� REMOVE 81 SALVAGE SIGNS. the construction limits Of this project and shall be responsible for any damage as a result of 3 REMOVAL OR RELOCATION BY OTHERS. the construction operations. II 4a-- RELOCATE TRAFFIC SIGNS TO LOCATIONS INDICATED ON SHEET 6, 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following "SIGNING & STRIPING PLAN ". utilities two working days prior to construction or regarding any problems. I� 5 GRADE TO DRAIN. HIGHLAND AVENUE 30 6� SAWCUT 81 REMOVE EXISTING A.C. PAVEMENT St A.C. BERM. Southern California Edison Co. (909) 989-5861 7 ADJUST MAN HOLE TO GRADE. Southern California Gas Co. (909) 335-7712 General Telephone Co. (800) 422-4132 *— ADJUST VALVE TO GRADE. Cucamonga County Water District (909)987-2591 W PROTECT IN PLACE. Metropolitan Water District - ED ALVES (909)392-2437 zY� Simmons Cable (909) 987-7122 10 CONSTRUCT 8" PC.C. CURB PER CITY STD. 104; TYPE AI-8. � San Gabriel Valley M.W.D. (818) 969-7911 a SII L� o II CONSTRUCT MEDIAN TAPER PER CITY STD. 108; L=90' , W= 10 . 4. For inspection of this project,the Contractor shall contact the Public Works Section at 989- D 12 INSTALL 2" X4" REDWOOD HEADER ALONG EDGE OF PAVEMENT. 1862 Ext 2341 two working days prior to the required date. °� W 13 CONSTRUCT GUARDRAIL PER CALTRANS STD. A77D ; TYPE T 5. A permit shall be obtained from the City of Rancho Cucamonga A Q�°15.�e mF � > FLARE WITH WOOD POSTS. L =62.5' prior to any construction or encroachment within any City of Rancho Cucamonga BASE LI NE ROAD l�` a 14 CONSTRUCT 0.25' A.C. PAVEMENT ( 0.08' TYPE C-2, FINISHED COURSE easement or right-of-way. OVER 0.17' BASE COURSE ) OVER 0.33' CRUSHED AGGREGATE BASE. N 6 The Contractor shall notify the San Bernardino Sheriff's Department, The City of Rancho W a 15 CONSTRUCT A.C. OVERLAY (0.1' MIN.THICKNESS). COLD PLANE PER SHEET a Cucamonga Fre Department and any affected school district, 72 hours prior to construction W w a �16� CONSTRUCT 8" A.C. BERM PER CITY STD. 104 ; TYPE DI -8. indicating any detour and/or road closures. J Q J W 7. Traffic signs, stripes and legends shall be per Caltrans Traffic Sign Specif ications, Standard w � W Specifications, Traffic Manual, and Maintenance Manual. a W z 8. Contractor shall have a "Class A' Contractors License. _ { 'a U Q IY S � Q BASIS OF BEARINGS FooTHILL BLvo 66 W CITY HALL Bearings shown hereon are based on the centerline of Base Line Road being N890-49'23"E civic r 15 , per map recorded in book 144, pages 60 and 61 inclusive of Record of Surveys in the office 01 CENTER DR. the County Recorder of San Bernardino County, California. ARROW ROUTE STRIPING GENERAL NOTES -- - - I. All conflicting striping shall be removed by sandblasting. VICINITY MAP 2. All existing signs to be reused when salvageable, except when noted otherwise. (NOT To SCALE) DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA INDEX OF SHEETS TITLE SHEET I TITLE SHEET LEGEND BASE LINE ROAD 2 STREET IMPROVEMENT PLAN STA 66 +00 TO STA 77 +00 TEMPORARY WIDENING AND REHABILITATION (WEST OF VICTORIA PARK LANE ) 3 STREET IMPROVEMENT PLAN STA 77+00 TO STA 88 + 50 NEW A.C. PAVEMENT 4 STREET IMPROVEMENT PLAN STA 88+50 TO STA 99 +00 APPROVED BY: vK DATE: 5 TYPICAL CROSS- SECTIONS REMOVE EXIST A.C. OR PC.C. CITY ENGINES RCE. No. 24953 6 SIGNING AND STRIPING PLAN .t-s-IS' DESIGN RECOMMENDED A.C. OVERLAY K F PLANS PREPARES Y: tYVt,c�-Cu�L CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE SHEET MA RANCHO CUCAMONGA, CA 91729 I OF 6 CHECKED DRAWING N0. R.C.E. NO JM DATE FILE NO a y 1 .. ....... ..... ..... ... . . .. ..... . . .... .. .. .. ... ... ... - • - i q. - < 5 a ; , O b e } "I' a # PROPOSED : A.C. GRADE e i i - , f i - a i 33 ' 25' NO North of T mP � O O+ _ M _ 0 s in : . f -0.50% 1.0.50% f x 3 I ... '. ,.. .. w... ... . " . . , ' � > <. a ... ,. .. ... ... .... .. - ... .. - MWLT 0. o8 , I so PROPOSED E OR Y MADE ' , co AR « _ + o cpo ; a8 Ct f N + s ti -0.50% : N -fai4 it , -04 _ 0. f ° -A�O M o s EXISTING PROFILE OF ULTIMATE ti PROPOSED A.C. GRADE cG 25' South of Temp. f h0 f n00 N + n $ M + , -050% - m ti ». ....._ , i3f4 a a 1314 T[fi. 0.45 % F -060% 8+00 69+00 70+00 71+00 72+00 T3+00 74+00 75+00 76f00 T T+00 PROFILE: 66100 67+00 6 P� L_N � HORIZ . I =401 227-091 - 43227-091 -41 1" =4' (FUTURE) Uj ©27-091 -41 U - 9I - w 227 - 091 - 18 3 DAY CREEK BLVD. � � /r 227- 091 - 25 227 - 091 - 22 > 227- 091 - 21 227- 091- 20 227 0_ 19 IL a > cr w 9 a ad aCL a_ c mw w w } �� w 3 �� N va f v� cn w w �`' w cD a cn t w w I caw , v Uj w cn w cr ,�o w� € U, cn Z cn w w as — tx Ix LIM. > LJ w w u� na w w w w a En w w to F- w 3 } cD w v' � ,� w w w w Q D w w }, w a= y is a v a �.3 >w w uj w w w O w w w w w O�°v aw F F- > 0- 0 > c' M O w w w cr O cr- a O�- ►- F _ _ - = a a3 w Q cn w I�.� N �' — _ ui, �n = N - - = = —a as v _. — - 0) N 3 > a ' a. � �. : Q m 1 I c0 F- % _k ?� z 1LTIMATE RIW- 57.:.... _ ._ ,_... ........ O _..._ _._ _, _...d.. �,....,3 .,_ ,. - . - .. � 2 � � 50 E _. , „ ~0 — 5 N 89 4 5 923 E __ _.. __ _..... .__.... __ ....._ _... S , H o _._........._. ... -__ r. �� AERIAL CATV _ _ r Jrra K'J, HIGH REBS ff2E ytA1 .R _.. .._....._ ar._. 4E"W _ s . LLJ __ ate. a .. . ..... . EXIST. E F ct - a _ 14 . 9,23„E 6 - 7 .�- N 89°4 Q 6 Proposed Ternporory AIignme t 6L74N 7°143I E 75 I N k' — Is:x . ' _. .. . _ _' ._ 15 8°I d, .f E 70 71 — 9°49E 23'E 'II _............ _.. _ 69 N 8 8 0 N 8 E 6 14 14'3 1 E. E �5� y _ _. .. - f r EXIGT, IA+II:'ROVEMr TS PER OWr 141 EXI. T. R/W ._.:' ti + I tDfn Q ' - r . f cD — ULTIMATE Ri1N' ' 1- 4 227- 16 3f 227-161-16 0 w 227- 161- 21 2 w w w-- € w a r + aN 2 w -t 0. r K, ti 2 -OD � � w a �m w D.. >- w t-- v as a. a a a_ r DESCRIPTION OF REVISION DATE CITY r � «� r I- ►rl�o _a r ►}- 0 9 I REMOVE & DISPOSE OF EXIST ING TREES. 4 CITY OF RANCHO CUCAMONGA 4 0 4 2� REMOVE a SALVAGE SIGNS. R a~ 3 REMOVAL OR RELOCATION BY OTHERS. STREET IMPROVEMENT PLAN �4 -- RELOCATE TRAFFIC SIGNS TO LOCATIONS INDICATED ON SHEET 6. 5 GRADE TO DRAIN. LEGEND BASE LINE ROAD a6 SAWCUT & REMOVE EXISTING A.C. PAVEMENT. TEMPORARY WIDENING AND REHABILITATION + O T DJUST NEW A.C. PAVEMENT ( WEST OF VICTORICA PARK LANE) r9 w A M A N DIOL E TO GRADE. t° °D 8 ADJUST VALVE TO GRADE. - - 9 PROTECT IN PLACE. CITY ENGINEER R E �I o.24953 REMOVE EXIST. A.C.C. 12 INSTALL 2" X 4” REDWOOD HEADER ALONG EDGE OF PAVEMENT. DESIGN 14 CONSTRUCT 0.25' A.C. OVER 0.33' C.A.B. A.C. OVERLAY KF PLANS PREPARED BY RECOMMENDED CITY OF A 15 CONSTRUCT A.C. OVERLAY (OTMINA. COLD PLANE PER SHEET 5. DRAWN SHEET 10600 CIVIC CENTER DRIVE KF RANCHO =AMOW A, CA 91729 2 6 CHECK ED R.C.E. NO 20601 DRAWING NO JM GATE fllE NO /L5Se� ...,. ...- . . .. iw 1111 ... .:... .111:1......:1111 .. 1111..f a.....,. x .., ... -.,. ., o 1111 f ,.., ........ 1111 :.., I � � •` 11.35 . 11.60 - I1.35 -+- - I 12 13 5 € 8 ; ;..._ .< �-- ., 11.11: a ... Y._.,.. 0. ... ._ _ + 77+00 77+00 f f \ ... i . p : S m ., . . 5' 13 12' # . i. t ,y _ � f - i ?7= 35 �...: a . .. .. 1111 y., �... �.. 0 7#'3 } 77+40 - I I.I I . .: _, , .H , 7 5 a . . a. f i _ ( E 3 ' i E < t I,.. 1:111.,_: 1111.. .>. 1111.: 1111..;1111. . ;....,.,.._ : ... z.:... 1111 .. > .._ ... 3... . .. ., .. ,.: ... , 1111 77+4 p � � � < l -� _ _ 1111 ..,..... 1111 1111 1111 , 1111. L.. 1111. , ...�. .. .. ., ... ... < 1111 .. .. ... ... . .. - -'. 1:11 1. ... '1111 1111. ..' 1111-.. } N . , - . ...., _ �- P 1111...>.... i : ..> : 1111. 1_111 t.. .. 11!11 .i. .,- 1i _ I ? < x . _,.. 1111 1111 1111 .. ..,.:.. ... .. ... '.. 1111. i.. N as N) 1, No ,.� f , f _.._ . ..... a, _.___1111.. , (D - 4 � l I , v , . --- ,11_11. :1111.,: a.-.a,�,-M»..�- ,,.:.e_., .e..,.,.: A..,.._ . _. w«„_. .. _. 4.. . a � ( t 0 1 ! : . N N N O ; N... .. �. € A O . N - - „ -4 o =;. . . o - o k +� .-.. f _ . . 0 p p i o 1..11. 7 3. i. .., s. I . 7 i - ( _ N -, 4 res=. -# I _. : .. _. .. _ . , . .... 111.1. e , 8 f. j W I j _ ? i 1 a >.. :..... . ; . .. 3.... �OJ + _ ... . _ ., .. .... ..... ......,. .. 9.... I :.. x • s `.... , y ; k .. ,. 11.,11 ... ,.....e. ... ..f ,. . ;... q 1: f7 TR(�. . i ... : .....,:_.... . • GP4054 8 U N s�P6g ;73E '� ,._ y_. t._ .. .. ... , _ ... 9E GI`! WlRI t� .t• • k a �c , „» . _ m ._.... w ,. . . a t. f "!"" v , k .. x E ; GTI MAN CJI E 1 WATER VALVE W $ ;. 5 2... f .. I i WATER METER i . . L 1 O 36" FREE , .� ; . I.. ,_ .... ....... ..._.o :..._., ; .. i :.. < < I ;1111 j.. -.a ., ..i...,.. TYPE ' _ 9.82 10.10 .81 . i : 9 ..� 79+50 79+50 9:7 3 p 9,7 r + ._. ._ 7 -+55 e �r -� 4 , ... . . 79 60 7 o > .. } ..... .. , ... , . , I f :. $ TREE N ... . �' TYPE 'L' _. : .. - co `` ;i a 1;' i :..,. . , 4 1 t '� rN4 .. a Y. : O (tel r ,. i 8 TREE 0 .� � 1 u ao - D fli E D I S O N PB •f «" ," > > ,� _1111. ~~ . ._ a �; �,.. o � . :, _. , t 111..1. 1111. .,. .. b y...1111. ... : ... a l : �. 1 0 b f i 1 �Q t `, N _ 4 . . ' I.-. .,..... �, N � ``pp per' : o` ( 2 ; ; t! -+ t _ w 1 i `! �/� , cfl �. ,: t cQ ti. 3 a t N � I`H. I > -� w ( ,Y �, w v a W�n x 8.9 9.2 $, ,. BVC [ 0. Q -� ^N _ - � w-vAUI_T N 3 80+50 80 +50 - - I m �,r I 1111 ,, _ :, , r.. .7-- 6 j a U W (� UI (� w TYPE L - '� _ 80t 78 OWY. . . I' m . S. M.H. 80 �'75 80+7 _ . _ : _ I ,� _ o N O N -F �7 ao . 8.67 .� .wro o TYPE L aoY 1 I ' ' , , 0 , _ ... C7 .. _ O 8 I +04 81-�-00 .A . 01 r 0n n n - -0DDcAO � mM � ,�- I , �I! � 8 �► D 8.70 8.98 vor 0 0 0 o z v v D rn rn rn rn z _� .13!I- 4� ��soN--Pa � 81 +28 :_ . L.�. , o� 2 0. z z -n z c. g � - : __ __ PP4C�54487E ' 111:1 ._ ,,. e (T� cZ cn r 0 D of O O v O w I o 8 I -�30 1�t --� -i D -� rn cn c rn < < < 0 €�Y WIRE 8.82 II 9. 10 v 8 8 . , c c c m c � � D D rn rn W_ W .�.: 81 + 50 81'+50 -1 81 +50 n n n n < 3 O rn ..,.,.. . . rtr -� ^� _ u `. 11:1.1.. ..�.. :1111 1111.. O 1111. .. + f Z f D O O TYPE 1_ 2 2' I• � � o G) �, rn = rn � � � cnv t m_ _ _ D . N � _r.• O3 ZD � D � m, 1 a 0 D J . z �. a a -., �,... ....aa.a.-.a..�,...�:�....... .�._.....�.�:.... -. _ ao < v rn v o m rn D r 82+40 0 rnDo vrn - Oo s a _ i � � nO v � warn c) Drnrn _ s $. a:. r . icD O rO X -� m k G) +z :.111.1 ... '.,... p... � '{ D 0 aG) of G) O � � Wv �1 j D i rn -� Z Z wv ,._ x .. _ e rn ; O < rn 28 q ; %� . . :1111 . f , ,. . e . ` . _ � ;. I _ rn O rn D - CA v z ATE M rn.- 3 �D m m X . a N .... v -� m O -c - n D >, , 1111 : a . .. �.>.. \.. - - rnto ► . v m s _ D O6;; ;R�� -t D 36 TREE 3 r n r (Z 36"TREE W M - »TREE PPI619099E rn k ... 1111 .. ... - .. .: .. ,,.. .. .. ,.. i .. O Iv D . ro rn 'cr D r - a t , 9 89 - _.--.,.. 10.15 � _.,. 9.8 - O w I o 0; 83 +00 83+0 O v Z Z rn BUY w�RE p 1111. , _. �. . . f.,'...; n1 83+0 ;:. .. -1� . -0 O THEE STUN' w 10.03 ,.. 10.27 IE3:(S D W m Z `$' 83+25 •'h 2 . 83+25 w - v - W p s . . (' 83 5 Z _ >., .: .. ,..,. .... ...e -- -., :, , . I., .. ... V ..,.. j.. w1b. a l b d., , ..-.. .., ... f rn rn sp o W TREE STUMP i 0 10:10 14.38 l 100T n _ m:.:._ _ o_ a f+--.. v D - rn D D - - a - I -� - 83+50 p 83+50 = 83-+50p .. n .. 0 rn m 11 O 0 N. W I o O rn � PP4138423E 1 co e . .:. . . I ; -t 0 CATV P 0:09. . .. 1 34 t0 .06 . c's o w D : ; , (n "' rn PP657O89E -� UY WIRE g 83+75;. o. ._ 83-+7 5 4 o-, 83+75�:: .. X � D O PP NO I p rn Z I-3 GUY WIRE m Y WIRE �, '�' IOOfi 10.25 I �< �' 97 r r. -u �, cA 1'v PULL 80X +�-- .. aw ,:,:.�:. ,.. ._.+.- :'.�,�a ~ > rn 36 TREE M 84+0 r CSI rn = FREE STUMP . m. , k . : . . ...>b .. ,. .,. ..i..... 11:11. .. 84+005 84+ ' r••I Z rn 3s"TREE U € : . ..:. , ......, ._: 1.111. .. '..>.. % 6.. .. :... ... ;.:. '� TREE STUMP \ z :..: :11 ::11, < f - 4•, TREE \ OD • £:. i. , �(1�� ... g.. .}. WX \ . _ CO _ ;. . ., ... :... .. s 3 24" TREE c . N \ o D o� to N W$1 . M. , £ . ! .. 24` TREE z� �_ ; N 4 m rn ,Gy N ._ . ..--. G-) W f. 4_.. 31.1.1 ... . ,i •. \ < (» 36" TREE \' W= C -N V ` _. .p. >..a... g s FREE ST6lMP m 4 pp ,. \' 19 -moi £ _ .-., fit? . , a. __, . f:: - ' 8` \\\\\\ � K , € & 4 T�2 E E i _ 1111.. 111 1, . d.... , -1 �, \, W 81 CJt \\ c� rn E71� - Q0o as GTE P �,.>.. ... .�-- w..,,,, �,..;,--.;.,:,....,..;.--, w .� ,..�,�...... :-9-: < .. i , �.: a f t O 4 .. a .. , . : , . 1 . ......_. e } ,.., 1--.. ... � ,. . ` 4; 9.38 9.3 2 85+30 I . ,. r*t g a X q r - o 85+ 0 - I <.>... 1.111.. :.a.,y .. .. m y. y . "'i I F . - w8 e y , ... . ... ,. .y.........., ...........:.,.., .._ r „1111.. .. :..>1111. §. .. , .. :.. . ... n S '.:. a m _. f Z \\\\ \ : �., .:..,".y .. .y.. ... ... (/�), 6. A: y. .S Y D i v , / .._,, ., f rn rn \ . . : : o f_ .. D . n * \ _ . . _ . y �: 3. ;. o \ - O \ m . p. . < D >,_ 11:11.. :... i- - .. < 903 9 w81 . BVC .25I y_ �` : rn I ss+oo t 6+ ti 4-- r x I rnrn X sN � S .... . - N , a .. -� � 8.85 9. N' p - 86-�-2 5 86 N 0 ; < . D o` ( , o , /� , . . z V, �e O �,� o i �; I w81 f .4/ r� r S E 8 ( 0 . � t. ..,.. _...> :... 1111,1111.. o � 66E 8. 8.93 '� I - 86+54 N ?.: J� ;.>.a.. a p. .. .. .11 e C"y , I 86+50 P \ r �,, \ ` i i` 4, W \ N 8.4 @.?f 8\- 0 1 . a t . , _ I.'_ . I m \. 3.> ............: a ..,.. .... ... ., . 3 < _ _ 8 ,} 7 86+75 mm v X 1 o n i s W81 { 8.15 1111 :. 1111, _,, 1111 h ...&-.....".-....._,....._...-. : 8.4g �- cn \ EVC 87+00 87+00 ; -� \ g 3. .. . . �. 1 n _ N 9 € :.... . .: ...1111. z �: W k 1111. 1.111 . . ... . . f \\ P _ .. _ ._ . 1.1..11.. ?: i .. z,I... �o_ - w 8, I-u ,� ,! , . .«. i1111. ...`: 1111 1111. ,.. _ .s o i I ° `l• i' ... 1111 ..6 .m 0 1 , �+ n y -� T M \\\ O - t Z z \ .. n p .... ; N o m O _ \ o •.� rn o , . . . .. . . _ ... b.. ..! :. .. .. .. :... 1:111 '.. ...� "'� w wet m 7 00 .. 73 w a _ S ..,. \ - . ... ._.e., 1111. ' BVC : . .�Ma..r_1111. > n 10 25 � 8 ,. s m> rn m \ � I rE p I j s - O 11 .. .. .: .>. 0 .. 1111 .. .. , . y.. p g ... ...>. .. 1111. _... N v -� '� . , � T N N 8 D D -4S 1 •1 w , fq 1 +25 � 0� �� - o , ,,. Wal o _ 6.87 o . is�1 A ry p cp O ......... q '. _. ; �D nZ D 88+50 ¢ , e a . . :. - .A ; v O < . O . ., ,.. ::t..., 1111 :.....:...1 y.... , . ,. D �n� _ 6.68 :.. .. _. (� � m cn 88+75 1111... >. s ,. ' ^ 1111. .. c,. : >... t �O o DZ rn a D O Z < \ €.. .. a � P _ 2 w m ... r 0 D z �--.� 6 53 M � 7,M � -i n cir . � ; EVC ,. :.. . _ 89+00 I rn . C = 0 -o >. DD _ ... _ . . .. Z_ v , Ii ! w ,.. $ _ o z = -vI /� 4..b ..IO 3 m = m }J �� ' f" o M m .1 m o .. ,::,o _. .. a �4 t:..., , ... ,< ..- W -4 ; D � � o : I 1.111::, �i N k > �Z p SCALE I = 40 rn ., _. ro Q Z , . �.. fEf - f I , v # x x .. n�I A M M a. #1111 _ gip.:... ..< .<-:.. . a. .... . . 1 _.. �_ � t 0 f» F ;. .:.: ; . ; s. 3111 ., .._., e._:. t O . T _ _-__ _ v..,,,.,.„ N, N, .. ..... ,. . . .,.,.... .. .. ,,., . s S . : �.. { . 4 - S . _ _ _ _ $ I :. : - ._ - . ... ... .. .. ... t .... .. .... .... .... ... .. ... .. .. .. .. a .. ..... .. ... ... .... .. .....c. .. ... ... .. -. -.- f y .i.. ...< .c - : < £ } _ . P : .. q. .. .. .. .. .. ... .... ... .. .. .... .. ... ... .. ..: ... .. < ... ... .... ................,...... ..... .. ..... .. .. .. .... k .. - .a a .. ..... -... .... ... ...:.-.... .. .... .... i F .. �' ... ... ,... a .. ' f - . : a j, c- r.. .. .... .. ..... ..... .. .. ... ... ..... ..... .... .. ..... ... .... .. .. ... .... , . .. a. .. . .. .. ... E i : s ; j .... ..... ... .. . :.. .. ". :. .. .: ... :... : -..: -... ..: ... ..o. .... ".... .. ... .. .. ..... .. -. y.. t o < ... ...:. .. a.. .a ..o .... .... .q ..... .. ...< .....: ..... .... ... .... ... ... .. .... ..... ..... ... ...... ..... ... ..... ... -.. _'.. . ... ... ... .. : f x. ... -�....... .. ... .... ... ..... .. .. .... . q.. ..o t Y . : t .. . . .. ..... ... ..: ..... ........... ..... ..... ..... ..... ...... .. .. .... ..... g < t : < < ....... .. .. .. ... ..:. ... ....... ................... .. .... .. ..... ... - .. .. i o , i :. .. .. .. .. . .. :.. ..... .. :... ... ..:. ...-.: :... .. .... ... .. ... ... ..:.. .... ..o. ...: .-. .:... ... ... -... ,.... : ... ..... . 9-' - .....� .. .. ... .... .. ..... i . -........... .a. ..-.. ..... .. ... -. -. .. .. ... 3 { : }j . : : :. :. - .. .... �... - ... .. .. .. - a. ... : f .... .. -.. .. .. c (( - .. ... } .. ...... .. .. a.... ..... ..... .. - .. ... . i - - - - - - : .. f :. : : .. 5 - : . - c ;. : < :. - c t. , e.. . :- : .. Ej f .f , - ... ....-..- ..... ..... .. ... .. t .... .. ........... ... .. - i .: ;. : .: : kk - S t : .. , -. :. j({j :w.. ...t.,.. m ...o.,. �,,,a..,:....v... ...Y-,.._- ,e.. .,�.a..,...,..w: ....,i....,,..,:,5, o ,,,,,.....,,.. ...n,....,. .,..,...',..., ,,,...... .. ..,,.:,, .,,- .� ., ,. T 4 . :, +w. a a .,., w..,, .a.. .,,a, . i ... _ � .. :. ..-. : . ... .. .:. : .. ... :... .. ... .. ..... .. ..... ... .. ..... .... .. .. ... .. ... ...... ..... ... .. .. .. .. - tt . y .... ..: : .o ... .:... .. ... .. ._ i 1 1: 1 .. . .. . . . , _. . . < 199.00 90 TRANS. . . . , . . : . 8 a . � .. . . ._ , t 0.C. .. y : . . . . . f . . . . . t _ O . _ , : k - a : .f . - . : w - . ti S [ < g . O N ti m . tt) O fl . Q1 .. .. ; .. . . O . t ♦ t0 IA . . Q. d, � . rn . M a (� ti GO t0 !� t0 a� t0 _ N L. _.. z Cn M ; _ M �t' i I M . OD OD QD GD � . O . . . t t .. _. .._ _ _ ._ .. O _ cD _ O cD 00 O £ i _ . O : . . d' d� , ti f O O O O i M _ 01 O f� . i . a O < _ i . + # .._ 4 + d €__ .10 °Y In + a i , o . . . . : - g E NO Np NO , M 0.82% , : _ . . k . I 01 .. r.. <._. .r � Nf r -o- a I ..y. .. .l... ...... <.. .<. .< __. .. ..... _.... .. - _ .. .. ... ..._ _.. < 0 z . . .54 -__�_ _ . 9�'0 : ; s . . . . 0.60 : 9� . . . , I e t _. , , _ , . _ o . 0 _ . o _ 0 6 3 /o o , , O _ o 18 9 /0 0.58 !o s 90 /0 070 / . »a _ , r t _ .., .. .. . .. _ ... _. . . Q a Q X305 0 ,_.. ,:, e . k e" . i : -- > _ . > ... b t I r --=...ate: . , : m k 30 30 e . W _ . { 0o v c. N ti t . ... _. ... : ... 1 _ .. . . . . . I'M N t . O Q : _ _: .. V N M M q : _ , >� In M <. . t -� ' + I 0� cD cD cD T + P F RO . 0 0 P POSED f f . . s .. o o _ . . . . . 0 0 0 _ ih 0 -- 1 1 . _. . .. . . . rn rn rn : N LY. MEDIAN CURB ; - : PROP I s OSED TEMPORARY GRADE o� r r . . . . . . . , , . _ . . _ . ` . . . t < k `- . i . . . . . f.99 O.C. . : .. __ ... . : .. . .. . . . : e . . 10.58 O.C. , . : . . " _w......_." " w.,. . a k..4". x,k _. .. _ ,. ..<...................-" .,,......,„a.,.,,.....,. .:" ...a �,... �. tea..,,..,...,_ .,o- .....F,„_....,....- -�.- ..: .. f305 I4T �, i : r H _v: .. . _ .. . . . : : . . : _ . . . . : .. _. _ _ t . . . . 4 ; - 2 � -' : . t i . . . , t . .. . . .... . _ . . .. .. . . : t j . . . t a . . k . _ i _ 1 _ i . f . . : I . : t . . E : . . .. , . .. ... .. . . _ . j . t . . t i + : . . .. . _. . , .. _ . _.. _ _. . . . a ... . . . _. , . : f. . g i < : , . r . - : , - - - • . . i , - - .. .. .> _ : ..y .: :.. :_ a yq - .'k. - .... ... .... .... . < I : , : ; i .. .. .. .. .... .. _ ..- _... ... ... ... .. .... __... ._.. .... ._...._ ... ._i. . .... ... _. ._.. .. .... .. .. :. .. :.. ... ::.. .. .. .... .,. .: .... .... ... .. .... .. .. .... .... .. .. ... - S .... ......... t. ..... < ... .... .. .... .... ....-. .. .. ... .. -. f i r {{ i : f .. . 3 t - - - p. .. > - : £ - . .., . ... .. k ... _ ... r. ... .. ... y... ..i. ... ... .... ... ... .. ..... ... -.. _ .. .. .. ... .. ... " .. ... - .. .. .. .. ... ... ... .... .. .. .... .-.. .... ... .. ... - e .. ..,.. .: .... .-:-. .... ..: ... .... .. ..i. d - } : I S . . _ _. t . „ . ,:. , .._.. ...w._.,".,. .w...w" .. "____. w... ,... _,. w . , .�.....,. ..>_L1 ::y.�:.". w_, ,.,...,:..M,.. ..»......".: .w w,.:., " .,� .. » e M „ . ,. .:... i. v, a „ ... „, ,. ,. _: „ x . ��uj 89+00 �> 90to0 91to0 92tOO 93+00 94t00 95too 96too 97t00 98to0 99too PROFILE Iw 7 HORIZ. IM= 40' TF ._. op I 2 m VERT. I =4 I I , 7 + ,_ 1 �; , `� 0 227- 1# 1- 43 =� 9 � / 01 ___ .. _- ��._. _,1 W,__,. _„_._ _ .. _.,,.. . _ _.__.._.. . _ EXIST RtW .1 z . W 4 R_ / _ _ _ _– �� �. _ _ _ � �,� _ Q L Aft _:._ _ rr -' � i. ' Ti a .. - -- a V-.........�3 O 7 U �.. . �; w _� .__ . .. :.. �` -_ - 227 ### 42 r, cT �; - _ �, _ _r .. _._._._ _ o : , ,t:. f _..._ r. _ f __ /_ O �.. = : _ 1;;. - ____1 227- #11 a 41 /+ 0 1 6 O ar �,;;;;� MF F q O M " A _ _.._.. �- __ r '`' O F- '� 3 33 EXIST 1h+1F' tC}V EM) NT > O _" � ' ' + _•_ PER 1DWG NO. 1 66 � r_ , � If N ' _ . T .... .,, r _ B t / Q _,- . D _ __, ' 4 w -� : / -- /� _ _ �. - f Proposed Temporary 1121,w 1 __ _ _ w-u____ s �. -� � �., ._ _. r All nment -1 �' ' ____ __. _ _. _._ ,�f E _ . r. _.. i ...,- - d _.. 3 a• _ w:. _... t ���`^ �µ� d E P S .. T Y„ 4- 1 (� W F �. .» ...� ._ I N O Q x. r z: - _s y. Xr \\ // .. F t .. f 1212 Ff ... � `""••..•..1212, ,. Z� '- /////� w-12.12, _ _ 5 _. ti v z 7 ,�., - --— h OTE• A LICENSED LANDSCAPE CONTRACTOR �� p111�DING _ r _. N IS / 7 x1ST. Rlw� �� �::- `" ` ~� SHALL BE EMPLOYED TO REMOVE EXISTING v v --..x EX j ._ 1 t -- __ .,... - _ --__ _...- _ -_ S cD > 6 Q — ":i O �` � � __- _... _. ! \,--_. __ _ -- ,. _._ _..� _. PLANT MATERIAL AND RE-AL GN, REMOVE, 1212,__ O �.,,, 1. > >/_ _ < N M w z Raw --_ -- . �t - .._ a * --._.. ,. -- -� ...- .. : _ _ ._ ADD TO OR ADJUST EXISTING IRRIGATION k . _._ > + + Q \ ! _�__ ��_ _. _ _: _. _-- r � SYSTEM FROM STA 89+86.04 TO STA 93+ ___ .. 4 4_.__.._�._.. _ : - rn �,r, rn O O � _. y___ __,_ X11_ _...._ 00.49 TO THE SATISFACTION OF CITY .' . t cr < � Q � rn � u M L.OT � _. _._. M W I_ > us a 3 O Z > -4" / z "� --�___ _,..._ FORCES. k a. -�--�.....--..-e N N W } H 2..* __ 0 1 rn m � r �...� �_ _ _ , __. _ .. W _� Q � p __ _ . v , f .1212.1212�� e.. _ I _ _ _ ,_. _ _._... w..-_.-. . _� __ ___._.__-__r_ _, "------�— . .__ _..____ 14 �1: NRORVTH ULTIMATE SOUTH NORTH ULTIMATE SOUTH Ito 44' 60' R/W R/W NORTH ULTIMATE SOUTH 01 - 60' 60' to 41' R/W63` to 76` 45' to 55` R/W TEMP TEMP TEMP - E P 270' to 10'0' E.P 1 3EP 16.0' to 25.0' E P Ik T - 2 8.0' to 35.0' 24.0' to 35.0' I existing building O'to ' 63.4' to 50.0' 28.0' \ E.P 44.8' to 39.2' 45.9' to 35.0` E.P 5'Shoulder / \ A.C. OVERLAY A.C. OVERLAY \ I A.C. OVERLAY 5'Shoulder 1.00 % 1.00% _ _ I 'IT �� Grade to Match \ 1.00% �- _ �- � �'rl 1.31% to 203% �T� -T- � 2:1 r i 1.02:1 NEW A.C. COLD PLANE 1__12X4 HEADER 20' 20' 2X4 � lo.o' COLD PLANE NEW A.C. HEADER 60.0' 7.0' to 9.0` STA 66+ 58.68 to STA 68 +00 STA 79+50 to STA 81 +30 STA 85 +30 to STA 88 +00 NORTH ULTIMATE ATE SOUTH R/W R/W ULTIMATE ULTIMATE 2 too 55 to 58 NORTH N RTH SOUTH � SOUTH �/ 53`to 47' ' 45' to 49' R/W TFMP R/W 44 to 60' 60' 25.0 to 27.0 TEMP TEMP 28.0' 28.0' E.P �- 7.d to I1.0' E.P 35.5' to 28.0' 32.0' to 28.0' ti, 10.0 to 0.0` - 7 _ _ 7� _ - A.C. BERM A.C. OVERLAY _ ____ A.C. OVERLAY (0.1 ) I� A.C. OVERLAY - 1.00% % 5'Shoulder 100% L00 9'0 __ \ - -- , 7 / � 1.00 % 0, Grade to Match 1.:: --} 1.0 - Grade to Match NEW A.C. PAVEMENT NEW A.C. PAVEMENT NEW A.C. NEW A.C. Grade to Match 9.0 ' to 21.0' 2X4 HEADER \ I.o to ao 9.0'to 12.0 2X4 HEADER 2X4 HEADER STA 69+50 to STA 72 +00 �2X4 HEADER STA 81+30 to STA 82+00 STA 88+00 to STA 90+00 NORTH ULTIMATE SOUTH ULTIMATE NORTH ULTI MATE SOUTH RR/W /W 57 to 44' (L 41' to 49' R/W NORTH ' SRW R/W , 0 58 to 60 60 60 TEMP TEMP 3 ' O� 270'to 29.0' �' C.Ii G 4 8.0' 32.0' E.P .0to I I I E.P I. E.P E.P E.P e.0' 4.0' I I 39.2' to 26.3' 35.0 to 25.0` 28.0 28.0`to 26.0' 5' 2.0'_ \ A.C. OVERLAYI I A.C. OVERLAY Shoulder \ * A.C. OVERLAY(0.1 ) \ 0 2*1 C. BERM _ II L00/o \ I� �- 2=1 \ 1.00% L00 I --- --T �� - -rte 5'Shoulder 1.0 \ I.o' 7NEWA.C. Grade to Match I _ f 2X4 HEADER � NEW A.C.NEW A C. 1 2X4 HEADER 100'COLD PLANE PAVEMENT NEW A.C. 1.0' to 23.0' 8.0' to 17,0' 12.0' to 3.0' 50.0' 2X4 STA 68400 to STA 69+50 HEADER STA 82 +00 to STA 83 +75 STA 90+00 to STA 930049 STA 72+00 to STA 73+00 NORTH ULTIMATE SOUTH NR/�H UL MATE SR/W R/W 44' to 30' �' 49' to 30' R/W 0'to I' 60' TEMP TEMP TEMP CL CL CITY _ _ 29.0'to270' APPROVED � - - 7.�� DESCRIPTION OF REVISION DATE L71*1 tat E.P E.P SCALE E.P E.P 26.3 to 30.0 25.0 to 28.0 28.0 26.0 to 24.0 HORIZ. 1 "= 10' CITY OF RANCHO CUCAMONGA A.C. 0 VERLAY VERT. I "= 2' A.C. BERM A.C. OVERLAY _ 5'Shoulder 2:1� CROSS - SECTIONS - - - _ _ _ _ _ _ BASE LINE ROAD 2:1 ° 1.00 �° r.00 �o \ Loo 1.00 �° �'- �- �- Grade to Match TEMPORARY WIDENING AND REHABILITATION 1.0` 1.0' 2:1 1.0 or front of exist. 1.0 ( WEST OF VICTORIA PARK LANE ) 5'Shoulder � � � A.C. berm COLD � � 2X4 HEADER APPROVED BY: DATE: NEW A.C. PLANE NEW A.C. � CITY ENGINEEQ-,��7�RCE. N0. 24953 ��p NEW A.C. NEW A.C. 2X4 HEADER �_ 2X4 HEADER I � I ' � DESIGN RECOMME DED I.0 to 15.0 � 20.0 23.0 to 7.0 � � � � � , 2X4 HEADER 170 to 4.0 3.0 to 10.0 K F PLANS PREPARED BY: CITYOF RANCHO CUCAMONG DRAWN 10500 CIVIC CENTER DRIVE SHEET STA 73+00 to STA 79+50 STA 83 + 75 to STA 85 +30 K F RANCHO CUCAMONGA, CA 91729 5 of 6 CHECKED DRAWING NO J M R.0 E. NO DATE FILE NO /��v Existing structures shown on this drawing contain energized cable and equipment. Entering struc- ture or breaking thru wall to be done ONLY under supervision of Edison Co. personnel. EXIST. HANDHOLE H983A �•- Existing structures shown on this drawing contain energized Coble 17"X 30'X 24" Southern Californw Edison and equipment. Entering struc- ture or breaking thru wall to be done ONLY under supervision of 4 113' Edison Co. personnel. VI-T-983 TO EX. H983A I EXIST. SCALE: 1 N_ 40 rt MSE S-5404638 -THOMAS GUIDE- SAN BERNARDINO COUNTY, PAGE 13, A-i. 5' X 8711 X S 6 ME�10 3 12115• 2 5' 6530-7110 0-7196 ("90) VLT-983 TO RISER 1 153' INT. PT. "A" TO VLT-983 VLT-983 TO CAP CAP PER UGS 148 6YAZ 'Y 4YFTNU,r + 2-5' EX. E r� leo 1 LJ e + + Z � 1 00 __ __ + J N rn oro c u N -- _-_- o s ^ "' 63 84 85 - 86 - - + - - 88 - 89 rn 2 81 -- __ - - ---- r + - --- - --- ----- --------------->> 90 O `-�- - N _ � - .c -E 87 - 88 _ 89 _ _ W + ; 1 82 - 83 -TV= 0 84 - 85 - -86 _ 9 0 �91 I GO W U w oroR4S111jV1_w �z ROWD W ------------- - L-------------- ------- - --------- -------------- -- � _ -- -- -- -- -- -- Where conduits ore picked 40 -- up or intercepted, contractor H7 to mandrel and install pup Q + rope from terminal to terminal. s [MEMO Do INTERCEPT POINT "A" 0+684' 1-5" VLT-983 TO CAP * 6530-7110 0-7196 ("90) * CAP PER UGS 148 VAULT V-5387983 114' 1 LOCATE & INTERCEPT 1-5" EMPTY 1 5' 6' XTRAFFIC COVER REQ'D. 2 195' CONDUIT & EXTEND TO VLT-983. 7 IAEMO 2-10" SP VENTS REQ'D. APPROX. 18' OF 1-5" CONDUIT TO VLT-983 TO CAP BE ABANDONED IN FiELD PER UGS 164. VLT-983 TO CAP BACKFILL PER UGS-30.3 CAP PER UGS 148 SCE TO DE-ENERGIZE & REMOVE CABLE CAP PER UGS 148 1-6" GRD. RING (MIN.) REQ'D. PRIOR TO CONTRACTOR INTERCEPTING INSTALL GROUND BOLT & X16 BARE CONDUIT. COPPER FROM VENT PER DETAIL. ( FUTURE ) CON5TRt1C11ON NOTES:Mwess 1 5' * U11 otherwise specified an the workirhg dras*q eAkl+ fame a part d the gc•M ekrotbn, the Cantroctar/Sa11bdMdr P.4 iv CRT BK BL Vi0 sinal f11xnish the following items of no cost to the Edson Company. 7 876' I. FOR GENERAL SPECIFICATIONS SEE UGS-1. VLT-983 TO CAP 2_ CONDUIT: CAP PER UGS 148 a Minimum cover In street or pakway b 30' beim gutter grade, unless noted otherwise. b. Minimum corer an private property is 30' below finished grode, unless noted otheniriw. -- c Contractor is to firmbh anal instal approved conduit to Edison specifications per UGS-100.1, 110 AND 120. I - W d For the tpe of conduit for this job, See LKS-110.1. I __ i Z a Instal d rison Per UGS-160. 161, 162 and 170. f. Cap all moirdire conduits per UGS-148 and Partite conduits per UGS-150. O t -- % Install Wank conduit plugs in all conduits terminating into Vaults. Manhole's, PM's, SOE's At oli cap locations, 8 + I W UGS-180.1 t UGS-180.2 _ + M N N N ^ � I tz h. Metol Pull rope n d Conduit ruins. Pull rape to be 1/4 Polypropylene or PalYeM>te^e rte, braided r ^ - a+0 W or twisted. For tions approved makes and see UGS-40. - -- ^ a^o specifics silt suppliers, __ - J L AN conduit must be mandreled with the approved mondrell UGS-197 - -- _- -- -- -- - _ -- O a CONDUT RADIUS RFq IIREIIENTS _ a The minimum EDI fa bends ata J ----- ------------------ 36' for conduits 3' in dameter or soder - - _ --------'-- - ---- ---------------- 79 CO M ----�- �-�� - O M 48' for conduits 4' and 5' in diameter ------ in in i� ��c---- 76 77 60' for 6' dwnetr conduit v a h __ g -- ------R�------ ---- 75 - - - - - 79 - b: The mihinxxn radius for sweeps are ----- - + 74 PROPOSED CA ALIGNMENT�- - - W 36' for conduits 3• n diameter or smaller, uOwes otherwise noted. Accessible Ground Connection in Vent 72 73 �� _ _ �� - 76 --- 78 +I � � 1Z'-6' for conduits 4' in diameter and larger, unless otherwise noted tplpe - 73 - 74 - 75 n �--�- aD U 72 RO l/// -------- ---^ - --- Q SEZIN�' 4. (L Minimum trent (CIC} - - �� a Minimum trench width b ihehea -- - ------- b. Minimum moa is aches. to c Contractor is to provide truth, eorhdult sleeves if required, boddK and compaction. (Before rwavoting y trench, Contact Edson tor for CIC nstollotion coordination). Edison we instil n head bolt Inspector ) CIC trenM T e1 Contractor sinal provide sufficient help during CIC installations to maintain a clean french, free of rock and 1 5 other debris 0 0 0 6 879' 4/0 B.C. S txcAVATI°N AND eAcxFltL o 0 o VLT-983 TO RISER CABLE SIZE 350MCM 1 3" a worts aro sinal be dewed and rough graded to withk fort Indros of*W grade prior to hstolotion of o 0 0 EQ. PULL 1,018.44' 5 229' Edison conduit or structures. 0 0 0 Inside Outside AS x b excavations shat be in aasrdonceLIJ WT-983 TO CAP with the California State Construction Safety Orders wren Y ( afle). BC 0 0 0 �6 Faison specificotans, and d governing bad ordinances. 0 0 CAP PER UGS 148 c Eodl trench to be a uniform depth below fad grade prior to installation of Eaiscn conduit or structures. O d. Bockfil shall be Provided by the Contractor for al excavations and sinal 'nckrde Crushed rock, concrete, o O and/or imported backfill, when required a Bockfill with a MfNIMUM of one sod Bod cement slur around ane our vaults and manholes 4042 1-5" RISER PER per yon! try per t-2 i : 1 lents head bolt 684E UGS-30.3, Per. 6.4 and around PMN's within one foot of finished grade, per UGS-590.1. 2 � �j/'2• UGS 160, 166. & 180.2 I. BoccfIR, per Edison specifications, shill immediately fallow CIC a substructure nstallotVA. At no time 2 nuts 1/2 GRD. RODS REQ.'D. shall CIC be left exposed over 24 hours. Famish D P Furnished SCE EX OLE g. No rocks ore allowed within 12 aches of direct-burled cables or any conduit without concrete ertosanent. y �1-4/0 BARE COPPER Native backfill caPoble of possixg through a she-half inch mhesh screen shat be cormdered to be 'rock free". = PER US 162. If existing bockfll does not pass through a 1/2' screen, place imported sand 3' below and 12' above Edison cables After this point, no rocks larger than 12' diameter ore permitted. h. Al backfill sinal be compacted to meet or exceed local ordmonces or other noWlierw Is. It shall be paced No. 6 BC Low" 10' TRENCH INSTALLED GROUNDING In a manna that wW not damage the conduit or substructure or olow future subsidence of the trench ax eOiEd �ISide vomit structures Furnished bye proctor. I AT POLE RISER S. PAVING: ------ \ Reporng, whys re**vd, sinal be paced n such a nhanm that nterllarenw with troflt, Including I \\ ItN BARE GROUND,Roo e -------- direr z PLACES pedestrian traffic, heir be kept to o minimum. The Contractor shill estoWish a program of repaving acceptable �- --� I as•w000 s•MN. CONTRACTOR to the Municipality, County, or other authority having jurisdiction and which b occeptixle to Edison. I -� MODNe RIS4R �\ s►ARATroN 7. STRUCTtTR Si; ___ 1( STAB aEND ��� COST PLUS[:] FIRM❑ DEV, a AI substructures alha9 be constructed or kMakd to Edson swifications +_ b. install protection barriers per UGS-830 when required in areas exposed to traffic, per Edison inspector. $tRlCtufE (rQ wire -�T ( * - 2 \� �yaDPp c AN conduit lines and Concrete Rooted substructures shall be water tight POSE\\ G + INCLUDES PERMPAVING YES a NO❑ !x ME RETAINING WALLS \\ I ' 6 L QC,UK�,RM 10 Robs PERMIT NUMBER reran required,retaining wait "be provided by the customs. Waft ore required whwv% r grade rim IND CLAWS more than 18 Inches above the structure a 24' above this pod surface at o distance of 5 feet from the some, \,f WITH BURNDr'GW tvPE aHOt a n areas subject to erosion. Design and installation must comply with local building ordnSTARTED onces. ------ Refer to Edison Inspector fa typkxxl spoce requirements r TR�HCIR BOT1Du 9. PERMITS: DATE COMPLETED AN penults woes"y for excavation dial be provided by the customer. *x or eaPpEnO AD"n WOW Roo(2 REOte1ED) INSPECTOR 10, " LIST OF MATERIALS NOTES N"trade beoees she las loading or u it to g of eq i ant. Ina. Structures must M door of d appurtenances 1. Footage tftes ata e. v w. a9 shorn e>pproxirthat �- --� Unot would obstruct Mine IooAng a urhloodk g of equipment. / 2. More reference is to on Item not detailed. [E D I S 0 N C 0.] ores separate description list. Two GROUND RODS ARE IWOUPI D AT ALL PftWY Norm POLES. 11. SERVICES. 3.. This list provides a summary of mayor items. LEAVE MW RODS IN YRENCN BOTTOM wmR Ir Ma.SEPARAwDN N UNDISTURBED EARTH. TINIUMUS a Meters and so vices,shall oomply with Edison Electrical Services ReauiementsNDEX GROUND"M WITH*00 ora Em!r ABOVE ND WI ToIRENCH an�Tm Loons a POLE AM b. wiring must be n accordance with appfkohle local ordinances and approved by bad Inspection Authorities. FOR REFERENCEAREDRAININGS STUB UP 2'(ANN.)Aeov[GRADE AND STAPLE TO POLE .AU.uATEIeALS Fon ALL SI�EPS TO BE 12 1/2' RADIUS UNDERGROUND S RVICE ALERT GRO4/0 BC 1T ALL HI F"R"ED AND INSTALLED BY WENCH AS rL (MIN.) UNLESS OTHERIYSE NOTED. 1-800-227-2600 4/G BC NEUTRAL wNEN REO-D. W DE MSTALLm N 7RENpa AS 5/10rRL 12, LOCATION: OOMAC'TOR TO PICK UP AT SCE DIST. YARD: a The location of excavations ad structures for Edison slid be as shown an the working d*owhg. No deviation QUAN. UNIT OESCRIPl10N SIZE tTEM NO. RET DWG. DATE Coll USA SC Mom the planned locations will be permitted unless approved by the Edison Inspector. See UGS-1, Ps 2.3. b. Actual location of driveways, stoat frons, and/or other foreign utilities to be the responsibility of the 1 EACH VAULT 6'X 12'X 7' V612 UGS 400.2 2/88 For Underground Locating Contractor. See UGS-1, Pr 23. 1 EACH COVER, VAULT 4'X 5' - ass 660.1 It seas 486 THIS PLAN APPROVED AS TO LOCATION 2 Working Days Before You Dig 13. contractor is to verify location end widths of all eidewolks prior to street IigAt hoopetion. 1 EACH LADDER 10' - UGS 742.1 2/90 AND TYPE OF ELECTRIC SUBSTRUCTURES 14 SURVEY: 2 EACH S.P. VENTS 10' - UGS 753 7/80 Developer Suri,e)"of street irprovsmenbl, proper y tamers. lot (Ines, firw>wed grade, etc• necessary for the fatal- 20 FT VENT PIPE 42-X 10' - UGS 758 12/87 lotion of underground facilities must be completed aid markers or stokes ploced Prior to the start of the In- LEGEND OF CONDUIT SYMBOLS WARNING Address stalation. n motion, customer shall maintain to morkers during the Installation and Inspection by 6W27unwAvy, Edson. Grode and property line stokes must show any offset nheosxrements (CONVENTIONAL U.G.) THE EXCAVATOR KIST TAKE ALL STEPS NECESSARY TO AVMD 44VA .N*"W2rAf7ATZrNAWirA7.57AffCt 7JirC- COMTACT VITH UNDERGROUND FACILITIES V1°CH MAY RESULT IN imff A2 i ilrl q w'AiFQwsc,"?IV AIFM?7- 15. OOORDIRATION AND SUPERVISION: sinPaso msdxv r � INJURY TO PERSONS OR DAMAGE TO FACILITIES IN THE AREA. Telephone BF>w�ggYa,AlF.AX/IIwwac#r NVuamwx The customer Ihd1 provide euperdNon over al coordination among lit vaius aeantracton workwithinwithin tit waooevrg within THE INDICATED LOCATIONS OF EDISDN 111JDERfit0.liD FACILITIES. u4rt�F eereioprnent In order to prevent damage to Edson foclities He is responsible for the Cost of repaint. re- SOUTHERN CALIFORNIA EDISON COMPANY TO FURNISH 4/0 BARE COPPER. r 11110+01 harem AS PROVIDED, ARE 1END LiEVED TO 111E ACCURATE, VEVEP, THE placement, relocation,or other corrections to Edison focifties made necessary by his folure to provide FiNAI DETERNINATID?i OF EXACT LOCATIONS AND THE COST OF s11pmiskxn or to otherwise comply with Mese apecMkatiorts t RADE REPAIR TO DAWt-ZD FACILITIES IS THE RESPONSIBILITY OF CONCRETE PRODUCTS I I THE EXCAVATOR. 16. 1ELEPHIONE AMD O1F#R U1l1TY REOUREMENTS: vin ewarr Ieae--� est r eaeur The drowng prepared for Ows job may also cover the facilities to be installed for the telephone eorYpony I pq Wm I ad/or other utility. Any questions concerning detals of their Installation should be referred to the company Precast concrete item complete with neck. cover, and am -MEMO r�1p1 I I Concerned. inserts may be obtained from any of the following listed err: Dwg./Rev. Developer's Signature Dote and approved monufoctureres. i 17. OWNERSHIP I I DISTRICT PLANNER D.W.C. lI. No. JP.A. No. CSD ,�No. Custom b to deed t Original o tit EdiPon d structures shown Noreen t liheee show+ ce oustarrhe►owned. I Company � I ANY of ABOVE SYMBOLS FL?77fA(L R.�Y,�E7I'L�Z 6.�0-716.5 N-71Lt1 18 WARRANTY. ASSOCIATED CONCRETE PRODUCTS. INC. FOLLOWED BY A - I Applicants expressly represent and warrant that all FOREMAN THOMAS BROS. PG. 04VENTOPY MAP MaM11ERS DIST. SKETCH NO. PERIOD UHDNO MUCK No. CSD 13 No. Applkanb expressly represent and wonaht that onl work perfomhee oral all material used n meeting Applicants 4301 W. Mor-Arthur Blvd., Santa Ana, Calif. 92704 i+�3 'I-f work performed and oil material used n meeting Rev. Phone: 213 626-4653 -_ Applicants' obligations herein are free from defects in abAgotbns hien ore free from defecte h walcmanshlp and ore in conformity with Southern California Edison 3• run: Y Y_ -PAW Extswkc Tur cap No. ASSoaATm W.O. /)714 557-7470 DENOTES THE FOLLOWING: warkmanship and ore in conformity with Southern Rev. CSD 2 oat heo Campan's errnents This warrant shall commence receipt b ants of an 's fad acceptance ( EARTH Companyis Y upon 4 Y APDIK CCom Y ceP OW Mind expire one year from that date. Applicants agree to promptly correct to the Company's satisfaction California Edison Company's requirements. This war- HHEnb. " "- moE a'A'11oEv m OEO® xanw E er n sin it m n r Applicants f -3 OB CONDUIT W1TFMx1T ENCASEMENT S o f o commence upon receipt t is ca is o i and that of any governmental agency Roving jristfiction and at Applicant's expense any breach of Mb warranty BROOKS PRODUCT'S INC. 1 Y P cP Y APP Rev. which may become apparent trough Inspection a operation of underground electric system by Company during itis ACCEPTABLE FOR PORTIONS OF TRENCH T Company's final acceptance and shall expire one year -z A/ ,( an 14221 Son Bernardino Ave., Fontana, Calif. 92335 WITH ONLY ONE OR TWO CONDUITS. T from that date. Applicants agree to promptly correct �/Y f1� err �d. p � CHO Cl/C ONGA h Per AP 9 P P Y Phone: (818) 443-3017 to the Compony's satisfaction and that of any S OF TRENCH WITH ONLY -h ig. NSPEC11OW (909) 350-4111 SEMI-ENCASEMENT IS REQUIRED FOR governmental agency having jurisdiction and of Appli- CHANGES IN THESE PLANS WILL REQUIRE Ri .�Z/krRL710, #/'0Or"W P.ti4' ZA4R_ inspection b required during the construction period A 48 hour Devote notice of intent to start construction PORTIONS TYPICAL CONDUIT BANK SECTION cant's expense any brooch of this warranty which may AN ADDITIONAL 4 TO 6 WEEKS AND iILEXR ,,i0 S is required from the contractor to the Southern CaHMornia Edfison Cornpany. Stondords o1 Edison canatructbn UTILITY VAULT CO. THREE OR FOUR CONDUITS. become amt throw inspection a oration of S SHEET DWG. NO. �- ter* app through CUSTOMER WILL BE CHARGED IN ADVANCE �. APPROVED BY DAa shooED BY DRAIN BY DAR requirements am ovoloNe upon request. 10650 Hemlock Ave., Fontana, Calif. 92335 1111i"DDNSTRUCTIaq FOR F FULL ENCASEMENT IS REQUIRED FOR rtvwR ca«xrs underground electric system by Company during this Contact Underground Inspector. Phone: (909) 357-6555 Phone: (909) 350-2675 MORE THAN FOUR CONDUITS. worronty period. FOR REQUESTED CHANGES. SOUTHERN CALIFORNIA EDiSON COMPANY of / 5Lr0�7 ,SS 0