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HomeMy WebLinkAbout1517 IMPROVEMENT PLANS FOR i FROM CALAVERAS AVENUE TO SIERRA MADRE AVENUE TO 350 ' NORTH ON VINMAR AVENUE GENERAL NOTES CONSTRUCTION NOTES I. Al I work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard REMOVE EXIST. A.C. AND CONSTRUCT 3"A.C. OVER 4"A.B. PER CITY STD. 100-A Specifications for Public Works Construction (Green Book), 1994 Edition. 2 CONSTRUCT 8" P.C.C. CURB w/24" GUTTER PER CITY STD. 104 REMOVE EXISTING. 3 CONSTRUCT PC.C. DRIVE APPROACH WITH NON-CONTIGUOUS SIDEWALK AND ALT. No.l "WING" 2. Public and private utilities and substructures shown hereon ore from available record. The PER CITY STD. 101-A. Contractor shall be responsible for protecting all utilities and substructures as shown within4a— CONSTRUCT PC.C. SPANDEL AND CROSS GUTTER PER CITY STD. 106-A. the construction limits of this project and shall be responsible for any damage as a result of 5a- CONSTRUCT 4' WIDE P.C.C. SIDEWALK AND RAMPS PER CITY STDS 102 S 103 construction operation. REMOVE AND DISPOSE , 3. The Contractor shall notify Underground Service Alert 1 -800-422-4133 and the following utilities ARROW�HWY. a7 — RELOCATE. PER CITY STD. 401-B OR 903. two working days prior to construction or regarding any problems: Q RELOCATED BY SCE. Southern California Edison (909) 989-5861 W Q— MATCH EXIST. Southern California Gas Co. (909) 335-7712 j Q I�— REMOVE AND CONSTRUCT NEW MASONRY WALL BEHIND THE R/W PER CITY STD. 606, MATCH EXISTING. General Telephone Co. (800) 422-4133 t I TRENCH, INSTALL CONDUIT, PULL BOXES,PULL ROPE,AND BACKFILL PER EDISON PLAN UG-D-89-908-1 Cucamonga County Water District (909) 483-7440 (5800L HPS LUMINIARE , 25' CONC. POLE AND CONC. FOOTING BY SCE ). 4 For inspection of this project, the Contractor shall contact the Public Works Section at 989-1862Q W 12 INSTALL SOD (IVY AT 8181 SALINA) Ext. 2339 two working days prior to the required date. 4J h Q 5. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior o 13 ADJUST TO GRADE. E to any construction or encroachment within any City of Rancho Cucamonga easementor rightof woy. SALINA AVENUE W 14 CONSTRUCT 3" A.C. DRIVE. 6. The Contractor shall notify 15 CONSTRUCT 4" P.C.C. DRIVE/WALKWAY the San Bernardino Sheriffs Department, the Foothill Fire District W � Q and any affected school district, 72 hours prior to construction indicating any detour and/or Q Q m 06—RELOCATE CHAIN LINK FENCE TO BACK OF R/W. MATCH UP WITH EXISTING. rood Closures. 9TH STREET - (©— SAWCUT W 8 CDN STRU CT P.C.C. S S BEHIND RNV. MATCH UP WITH E X I ST I NG WALK PER CITY STD. 600. Q; 1 o- INSTU. ALL g'TREE7 =Z:E-r. � Q Q INFdRMAI-JON ., C-J BENCH MARK Q Z--INSTALL UE (TYPE T PAVEMENT MARKER PER CITY STD. 134. 2" brass disk in conc. traffic signal base stamped "City of Upland BM 4B-86 1987" at the QCt northeast corner of 9th Street and Grove Avenue, 39 Ft. south of centerline of 9th Street and v 34' Ft. east of centerline of Grove Avenue. EL = 1194-912 ` A. T. AND S. F. R.R. -5TIZEET TIZEF- INFORMATI ON / NOTF-5 5TREET NAME 00'FAN r►mG +CAI./CooN NA11% SpAN& S1ZE 1 REv1SE STREET 'TREES, "TS 11HRu d 8TH STREET SAUNA Ave• V.DF_ _(tEUTEELtA QSIy��NMATA/ 3�j 'oG. 15 Com. DESCRIPTION OF REVISION DATE CITY CHINESE Fi-Ama i APPROVED. vINMAa AVE. oTr�EN "`-Neus 25'0.c. 156. CITY OF RANCHO CUCAMONGA NOTES. 1. PLANT 1 ZEES IN ACCO RDAMC.E W114 STANDAMP Pwv 4 TITLE SHEET NOS 5 05 *NC) 510. 2. -rrzEE QUANTITIES 431 t.0 8E pEpENOTtNT uPoN F1EL.Q SALINA AND V I N M A R AV E N U E GONDITtONS I FROMALAVERA AVE. TO SIERRA MADRE AVE. C S AND FROM SALINA AVE. TO 350' NORTH ON VIN MAR AVE. LOCATION MAP - � APPROVED BY. DATE: ( NOT TO SCALE ) CITY ENGINtE R.C.E. ?4953 y t' DESIGN RECOMMENDED PLANS PREPA BY: �-1 C.S.B. CITY OF RANCHO CUCAMONGA " 6F 00 K ; DRAWN 10500 CIVIC CENTER DR. SHEET ACUCAMONGA, 17 R NCHU CA 9 30 `A % C.S.B. I OF 3 _. CHECKED _ R.C.E. N036937 DRAWING NO. DATE 7-6-94 FILE NO 89-02 1517 i I { ++ } } , r I I , - - , I t tt` tt + _ U13 1 } t r { { R Tut --�-- -�-- --1 - ; (r { r I : { { { - -�_ __ r4-4r -11 111-� ' i i ; I { { , i i I # # ! 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O 1 C7 - _ , —1 L o \ f N O + o i O + o + � O £XIs _I /w _ - — _ m _ R, /et i � � Ko t t t -t- • - - - - - - - - R - -_- PROOSED tT.C1. 18� R _ - + I • t t F4 -E)US IN 0 t i { i # t _ - { } # - - - ETUR t } - - -- - -- - , } £X ST R, $ i - - -4 - - �- I t V TI I 4 { } I 11-T t Y I r I I f } t t t t ? t i i f f � { � + rt I+ � -, + � 5+00 +00 0+00 _ Q4+00 Q) m Qj Z' W Q� W C� o W � V ,� C� .t te, W v G 3 QI C> �. .N W a V� ,� Cd V .� s �x i �- _�Q V Ct o 12 �Ctcn k ci "' Q t'•, 1. nt ,z Q - - W=17 12 12 W=16 W=13 •W v cv i W-12 W-12 7 I I T P L A N 10 U- R CONSTRUCT 15 3 2 15 3 3 14 y Q _ 7 15 3 3 15 13 7 0 0 z 7 r o 0 7 8 6 + 10 -7 -1 o � EQUAL � 1 6 13to z W - W In 17 AcG � � 7 6 I CO : 17 co 7 N N - ; 0 N 8244 I 17 8256 v 9 I r_ OD 8637 818 0 198 + 8214 N a 3• ti CALAVERAS RAS AV } 2 5 _ �, v v ti v 17 0 �, ' ak 1 r U` e- 17 1 `� 17 m �� 12 a0 z� !} w 3 7+32.25 SALINA AVE. (REF PIAN 336 I W 2 15 10 10 11 12 12 M I C tij la k, � + W N ` I 0. 1 b v - IM ATCH 18 12 2 ? co ti ! n N '� » 1 3+24-94 SIERRA MADRE AVE. FOR CALAVERAS AVE. IMP'S) it BCI? I+ 12 13 MO 0 PROPOSED F CJ ° O W Lj OD �, , co i IMSHO �� `j _! SCALE 1' 40' i -0 51_., � ' _ 1 _ 3 � . - SHEET ��, a, i. . _-. -- loo o t 5�1 0+00 SALINA AVE. I - fi I. �A: 1 13+24.82 CALAVERAS AVE. I ' __-- ---- — , I9 5 7 � MH 6 7 j.._ , 7 EAS ��-13 Mr — - IS 7 ec- { g 7 7 — - - 13 7 7 13 I \ ` . 13 1 -' 7 7 66 I ,,h 13 C8/� \ \ SALINA AVE. W(PROP, YCC _. -- qr - -- _ _ .__ _ ----r;-t �_:�:1 a -- 17 ri A . I: , r •Ori SI 0 1 1 4 1 o o � _ _� �_ _ ,_--�n----- - --- -4 } --- 12 N' __�ll'i z --BC - - ---- �� -- - --F -- --•Q` ---� - $ - - 7 - - -$ - - -in ---- - - (PROP - 12 *O ._1, T I NEW A.C. z _ 12--- O 10 12 M �D c0 Y 2 1` N i I (REF. PLAN 1421 'h �. 12 O t 12 t + ABANDO ENT + 1 - 12 ,p + i !6 5 17 17 -� I, `� I FOR SIERRA MADRE IMP'S) OD 0I Q !7 Is 1 14 17 Is �� 12 17 M 4+31.24 SALINA AV ._ •� Io to Q REMOVE AND DISPOSE 1 i2"` 2 5 ,r, ti II r` 0400 VINMARAVE. II) ,�, zo ac W=2S ao a13 17 15 - c� 14 3 3 I4 cn W 3 + w N k to w of OD 17 15 W=3.5 W=12" W=12�� ao 7 to IS' ° 17! g 7 13 8181 8191 W=3' 8205 15 3 3 15 8217 13 8229 7 17 824 0 13 8251 15 3 8664 ... !2 �• ..- ' I 0- ,FRA MADRE AVE 7 P.C.C. L....__.,..� - 17 _ w= W =19' ±-'� -301-01 (8 f 2 7 it 14 3 3 15 6 I PT RRFERING -13� 13� 7 7 JW W=10� t 14 W W=12' W-12, o ION W p �D �m J 30 -. .I lu iu2T ac u ►-fir �r� �'W w 2 w j 4r LQ 2 W� W 2 �c W W 1. � , W u a74 W �; 'v C> W P W �W 1'. •� ' � �`� 13 NORTH - SOUTH m Qhr Q Zw� -- I k Z � o ? W � � � � o � R/W R/W `�' b c,I�, w p .� v k ® R m N c�G V m Z �} "s �� p a' KEVi�iE 5'f2EET 'TREE NOTE L•b• 30' 30, �' �. r '�z DESCRIPTION OF REVISION DATE PITY Q) v v APRaovfa 12 18all- 18 12 12 .I. 8 5 CITY Q� RANCHO CUf%Al���N�A 5 2 � � 2 12 5 CONSTRUCTION NOTES REMOVE EXISTING A.C. AND CON TRUCT SA.C. OVER 4' A.B. PER CITY STD. 100-A PLAN AND PROFILE CR WNrS012 I CONSTRUCT 8P.C.C.CURB W/2d GUTTER PER CRY STD. 104 REMOVE EXISTINGXI RADEEXIST. FS E ST G �_�& CONSTRUCT P.C.C. DRIVE APPROACH WITH NON-CONTIGUOUS SIDEWALK AND ALT.#1 'WING PER CITY STD. 101-A - . TY _ R R I . TD. A 4 CONSTRUCT PC.C. SPANDREL AND CROSS GU PE C S l06- I.45 _ 3.06% 1/!4 O5 -- CONSTRUCT4 WIDE P.C.C. SIDEWALK AND ROMPS PER CITYSTDS 1028 103 SALINA AVE • - 6 REMOVE AND DISPOSE - -� --- == =--- - 5:1 MAX. 7 RELOCATE PER CITY STD. 401-B OR 903 FROM CALAVERAS AVE. TO SIERRA MADRE AVE. 12' 8 RELOCATE BY S.C.E. O CURB RTN.0 CURB RTN. 2 9 MATCH EXISTING Q 90°0000', 97°32 19" -'t 10 REMOVE AND CONSTRUCT NEW MASONRY WALL BEHIND THE R/W PER CITY STD. 606 MATCH EXISTING of ESS/8 SEWER,EXIST. � � � , Qa -- oN APPROVED BY: � DATE: 6"W(PROP BY CCWD) I I TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE,AND BACKFILL PER EDISON PLAN UG-D-89-908-1 R 27 27 ego y MU�q / 24953 TYPICAL SECTION 12 INSTALL S LUMINAIRE, 251 CONIC.POLE AND CONC. FOOTING BY S.C.E.) ,�, �P �O I-- CITY ENGINEER RC.E N0. AT T 27 29.96 (0 �S m DESIGN RECOMMENDED L 42.40 4 5.96 No:36937 �/ q _G_ q H 13 ADJUST TO GRADE W SALINA AVENUE " C Exp- .2,19` C.S.B. PLANS CITY OF PRANCHO CUCAMONGA - l4 CONSTRUCT 3„AC. DRIVE SCALE HOR12. 1„=1Q 15 CONSTRUCT4 P.C.C. DRIVE/WALKWAY VERT I =4 16 RELOCATE CHAIN LINK FENCE TO BACK OF R/W. MATCH UP WITH EXISTING `�� �P DRAWN 10500 clvlc CENTER DRIVE. SHEET T.I.= 5 17 SAWCUT '9T OF CA��FpP� C.S.B. RANCHO CUCAMONGA, CA 91730 2 3 18 CONSTRUCT P.C.C. STEPS BEHIND R/W. MATCHUP WITH EXISTING WALK PER CITY STD. of Q Ig IN9TAll. 5'fKFET 'TKEES PF-R "THE INFoR14tA-11oN/NOTES 5Hownt ON S+tT• 1 CHECKED DRAWING NO 20 INSTALL BLUE(TYPE I) PAVEMENT MARKER PER CITY STD.'I34, R.C.E. N036937 DATE 7-6 94 FILE NO 89-02 1517 ... _...v.:....,,..r.,.. .. _ ...,w ._. .....:.,. ..... i S - 01 t iof LAIa, ti c Z 8 V.C. m �8 £ o P.1.?=98.15 a1 �uF-i 5� �C• F�+ p N tiro V j �W /_ d 0 0' V.0 N m m a 010w ch M t - 1200 I+J P.1.=93.90 N cv 3ZA t 42.40 q > - t 4 CURB RETURN p N ci m mj 18 _ a a a _ i 4 4 4 4 p W I U 83°J° � os W o 2 _.. ..... _.. .... w . .........,.. .a . ..e U k.. ,,.-. w ._. e m . ....... .._.. _ e a t t 9 m o --- CID 3° a+ _ k } ~ N lo m. t GD UC5 , Q1 C. 1• 9 P — _ 7oq $0 i/ F- P I•� RO _ E • r _ 0.50 % o o �_ v ,�W X15 j C O > f + rn 1200 .. x .. P. I.= 93.69 < o+ : g I N , O � u 3 d e moo_ 60'V.C. o - o °' m V P I 92 03 U + Q ui . a U } U lal ° z ci w c, OD o r 83 J° E ,^ j o °F � o>' � °' �, ' °D °' > PROP � _ N + m � U w -_ N rno 0 80, VC � az • _ O . =98.15 vif os o P.I p, u~_i �0p9. 1.:75 !o � M cv a" • o >. t W ll LJ 2.09% o w M Ia0' N M � 1200 42.40 P.I. 93.90 p 0°y° m 3 s >O CURB RETURN O N o R — Q M aop v C , 4 4 4 4 �j ofo i W 3 cS o 2• 8 3c cr 0195 4 1 I'I 1 M N f(/V� �,-- � C6 � � R D, vcc _ m -- M %.75010 : , s } 0.50 % , °/ I > , , , t Z. "= 40' SCALE- VERTI„ _ 4 RT. . I > r.. _ .... a. ... . . . _.. ... .. 0+00 W W d � W�,2+OU MW W , +00 4+00 W k� � W 13 W �Q J� t\3 W ( v Q Z � i do 41 Jd Q Q QO �QEQ k Z4 J a �3 ° '� °3W �� ) o ° 3 k 3 3 CL 0.� o W a CONSTRUCTION NOTES: Q, v o x OtZ W W N�Vm Q Q� 2ND 2JQ W Z w W Q W W Q .i Z `v v kk Z Om 4i ? W Q Io-- REMOVE EXISTING. A.C. AND CONSTRUCT�' A.C. OVER 4 A.B PER CITY STD. 100-A � 2 CONSTRUCT 8 P.C.C. C URB W/24 GUTTER PER CITY STD. 104 REMOVE EXISTING. o O c� ONS , _ v Q ., Z O. K AND A WING R CITY STD. 101-A PLAN �: \,, � O a h N N � � 3m O V� Q• � O� \3 �� N � y � � ��_ & CONSTRUCT P.C.C. DRIVE APPROACH WITH NON-CONTIGUOUS SIDEWAL N LT #i PER 7 CONSTRUCT P.C.C. SPANDREL AND CROSS GUTTER PER CITY STD. 106-A W - 8 - 13 x Z CONSTRUCT 4�WIDE P.C.C. SIDEWALK AND RAMPS PER CITY STYS 102 �103 W-8 w or 13 � W�I I � 17 8 � W �REMOVE AND DISPOSE 6 - 7 R CITY TD.401 BOR 903 8 ti RELOCATE PE C T S N;' 15 15 14 + 86 �'' r Z v m 8214 8632 8624 86 8a RELOCATED BY S.C.E. rr�: + 0 6 W=8, 3 3 � 15 N 15 W-BQ Q Q-0 0 g�` MATCH EXISTI NG 9 •jow II 17 a 4 17 3 ; 3 9 2 Z �_// O, a 12 .% 5 � Y 06 MATCH X R T TD. 6 M T EXISTING NG 12 2 5 v 10 REMOVE AND CONSTRUCT NEW MASONRY WALL BEHIND THE /VI! PER Ct S 5 I r� , � u' ' 10 •a F OD O �''' Z'n ti o a m 11 TRENCH IN STALL CONDUIT PULL BOXES PULL ROPE AND BACKFILL PER EDISON PLAN UG-D-89-908-1 B.C.R. m 17 �0, j '! c M 7 R Ci I W co10 12 + o uj o i o Z (5800L HPS LUMINAIRE,26 CONC.POLE AND CONC. FOOTING BY S.C.E.) SCALE I��= 40 3 7 5:1 T , I z :w S 13 5:1 �w v 12 INSTALL SOD ADE - ADJUST13 _ _ - _ -, - N + 14 CONS RCT 3��A.C.DRIVE 5 4 w 4 , e °a e1 J _ CT 4" P C � L� O 15 CONSTRU P.C.C. DRIVE/WALKWAY " °T 6 I9 \ 8 12 7 ���-" (PROP.,a ccwD� CO M 16 RELOCATE CHAIN LINK FENCE TO BACK OF R/W, MATCH UP WITH EXISTING 4 7 STH N 13 `/ 13 Q 17 19 SAW CUT IP!9:Fft�: 15 6 AL 1:10139 AMBER TREE 9T-'0RAeIFt:U0t) PER GFR� . " `Q 1 0 f t9 MH (REF. PL 1236 _ 12 6 I0 19 13 ! ( � 19 17 MA T IMPS (NS'fAl.t- s rxeF--r iw-u5 Pea -n-IE IMFoRMA-nom NOTES SNOW N ON SHT. l ro 0+00 VINMAR AVE. :a. 1 I. . K _ 4+31.24 SALINA AVE. �. .� i gox N . { � - 5[E • - Y NEW A.C. matt ® 5:� 'r 5'I`. 5i I Q� ti M �� J a B.C.R. r 17 10 to 12 to 15 � 12 a i v ; - �,,�cb1 ;eco .� I \ r- c�3 12 O NI: ow 5 6 7 2 17 5 o� (n V) 6 �ti 1 r. 5 9 M �o j ;. >( co c) - 3 cv; z w l i 0 x REMOVE AND DISPOSE � o („ s �,+ o � m 15 w 13 I W�. I7 (° °+° 10 a N ' W 3 ` P.C.C. ig' 8240 8631 W=8 8 23 I5 8613 a I IQ 8p05 w 112 m W=1 W=8 3 3 W=8 N . W 4 k to lK tul. Qhs ku k W N N o 3dmt: .r0\, O ti v 'i W O �ZWVO� W -j Lai ��� r Uv_' Sys q 3 Qt CIO ��u` � 3 �k OCC `'' L a ox :t to z Z, ° 4J'��'Q Ott Q4 zw W cjjLj = Q cj 3 Z Cl J41 41Q V~h J Q 41 � �W��� V (~i� wv 4. �3� 3 O 2 y Q OtuLu a Q WEST EAST m o v a v� j J� Q REvigE s•r1��T 'TREE MOTE t_.�. �Z' Q Y R/W R/W O a o y �. 13 60, e Z v��i DESCRIPTION OF REVISION DATE APCIT YEO W h-) v .09 m 30 , IS, 30 I2 12 � e CITY OF RANCHO CUCAMONGA I2 12 18 = O 5 12 2 I 2 12 5 2 PLAN AND PROFILE G - 1.75 o yam' VINMAR AVE . .. --1:7,9 /o � - /o EXIST. GRADE FROM SALINA AVE. TO 350' NORTH —_ 12' i� EXIST. F.S. CURB RTN. Q3 CURB RTN. ® AGE `,�, APPROVED 8Y: DIATE. Q 90°0000 . 90°00,00 �`� ��q !�`� �' CITY ENGINEE RCE. N0.24953 £XlST. 4 W (TO BE .+� E16ANDONED,BY-CCWD) �� `8�� SEWER EXIST. ' 6 W (PROP, BY CCWD) �^� � • R 27� 27� _. ",>�, DESIGN (� RECOMMENDED C.S.B. PLANS PREPARED BY �YVC.Oet.�_\- q � TYPICAL SECTION T 27' 27' �' No: 3f9s CITY OF RANCHO CUCAMONGA VINMAR AVENUE \ LC 42.40' 42.40' r,,r (,Iwn '.f HORIZ. I =10 DRAWN RANO CIVIC CENTER DRIVE SHEET RANCHO CUCAMONGA, CA 91730 3 SCALE: 3 VERT. I -4 CSB T.I.= 5 . CHECKED DRAWING N0. _ R.C.E. NO 36%37 1517 DATE 7-6-94 FILE NO 89-02 J - - 1 t2' 1E' 18' 12' EXIT, to}�'X 17`X 12' 30' W =0 3+39 Z w HH TO HH "A" 1 122' HH RISER PER UGS-205 Q f SPECIFICATIONS AND SIBOTVrM7 - WILDER RESPONS IB IL I TIES FOP THE INSTALLATION OF tK*TeGR0_►0 RESIDENTIAL OISTlIWUTION SYSTEM I11LERS OTHERWISE SPECIFIED ON TME DRAWTIC WHICH FO W A PART OF THIS SPECIFICATTON, TIE 2 WrVIDE1N-4NtMl0 SNMLL FU MT?1 THE FOLLOWING ITEMS AT W COST TO THE EDISON COWART AND IN ACCOVWa WITH THE PROCEDURES AAD SCHEDULES 1 •(DCH SMALL E MUKTUALLY AGREED WHOM BY FUD IIF7WSFXTATIVES OF THE SIWIV10E*-WtLWR, THE EDISON CMPANR. AND I � wAw ANY OTHER UTILITIES THAT NAY OE IM MVED IN THE PROJECT. NANDHOL1 ' 1tAl r )^a� 1. RIDHTS-O�-WAYS I ' RIOITS-OF-WAY ALONG THE LINE AND SERVICE ETTENSrO1 ROUTES SHOGUN ON THE DRAWING **I HAVE NE FOLLO►IUG WMTMSI 10 CE OVER 24` CONCRETE A. ALONG REAR PROPERTY LINES - SIX FEET. * 1 r 2+23 PLACE OYER TREMKl1 R ALONG SIDE PR7UZTT LINES - FOU FEET. 1 H+1 "A5 TO SL •L C. FOR A SERVICE ON PRIVATE PROPERTY OTHER THAN THE PROPEATT THAT IT SERVES - TMP!EE FEET. fND RIGHT-OF-7AY 2 14' SL RISER PER UI:,S-175.2 2+15 IS REQUIRED FOR A SMICE LINE ON THE PROP0M THAT IT SERVES.) NH RISER PER LAGS-205 1 SL P�6 * 2. SUPTEY1 21 1 HH "A" TO HH "B" SLftVEYtMC OF STRF£f [NM'lRDVDflTTt. PRt11f7RTY t01lERi, LOT LINES. METER LOCATIONS, FIRIRIEO GRADE. ETC.. IECE34ARY Q tn. HH RISER PER LAGS-203 FOR THE INSTALLATION OF UDERVROLWO FACILITIES MUST E COMPLETED APO MARKERS OR STAKES PLACED PRIOR TO THE START OF THE INSTALLATION. GRADE AND PR'JPSTY LINE STAKES DUST SHOW ANY OFFSET IEASOE►dTS. IM ADDITION, ALL MYRlM MUST E MAINTAINED DURING THE INSTALLATION. j 6' 3. muwrT'S+ ALL PERMITS NECESSARY F101P EXCAVATION SHALL E MMMED BY THE S=IVIDVHlUILM. PEOWTS NOT AVAIUWE TO THE Q StBDIYIIE7H♦U[1fo WILL E OBTAIMED BY EDISON AT THE SUBnIV1Dm-ouIIDER'S EXrDw. r3O' t2' Z 12' 1a' 4. EXCAVATION AND BACWILLs A. WORK AREA SMALL E CLEARED ANO 00" GRADED TO WITHIN FOUR INCHES OF FINAL GRADE PRIOR TO INSTALLATION OF EDISON STRUCTURE!• * HAMlWE 'B" 3O' S. ALL EXCAVATIONS SMALL E IN ACCORBMICE W17M CALIFOdQA SAFETY ORDERS AND EDISON SPECIFICATION. 1HN "B" TO SL !T C.D. THE EACH SMWl ETRENCH IDTH 19 TO A UNIFORM DEPTHS 50ELAW FII190 GRADE AS SPECIFIED ON TME WORKING DRAWM. FINISH) ' SL RISER PER LAGS-173.1 � f0 'x 17'X 24' CONCRETE LLJ ADE TO INCLUDE ALL LAIR FOP DRAINADE NO LN O)4CAPIlIG. M1H1 RISER PER LAGS-20'5 PLA GR OVER TRENCH E. UkTICIENNT HQP SHALL E PROVIDED DURING CABLE INSTALLATION TO MAINTAIN A CLEAN Tim". FREIE OF ROCKS AIA SL 07 - ! z SOUTHERN CALIf*WtA EDISON COWART OTHER DEBRIS. w "B" TO HH "C' F. THE LOCATIONS OF EXCAVATIONS SMALL BE AS SHR3WM ON WDwIMG ORAWIMG. NO TRENCH SHALL E KC ON THE PROPERTY Z 2 5 1131 ' HH RISER PER UGS-205 j ",LIE EXCOPT FOR STREET t7tOSSINCS. NO DEVIATION FTHE PLANNED LOCATIONS WILL E PEIW TED UNLESS APPROVED 64 BY EDISON REPRESFKTATTVE. LTJ Q O. CONTRACTOR SHALL COORDINATE CIC TRENCH EXCAVAT14H WITH DISTRICT SERVICE CENTER OEFORE DIGGING. 12 to 18 12 H. STREET CROSStxx MCAT BE INSTALLED AT RIGHT ANGLES TO TRE FRONT PROP'EERTY LINES. QO' �� ' w I• ATF. AND blEORiOD SHALL BE VIDED BY THE L. WHERE St=IREOUTREDrIIDER FOR ALL EXCAVATIONS, AND SMALL mum CRUSHED M. .- - i J. 8ACKFILL, PU EDISON SPETIFICATIO4S.SK%LL IMMEDIATELY FOLLOW CABLE, CIC. OR SUBSTRUCTURE INSTALLATION. DE 24 HOURS. � SAN BERM RDA INOI COUNTY K. NO ROCKS ARE ALLOVER WITHAT NO TIME $HALL CABLE BE IN 2 t CIES EXPOS0OF DIRECT-CURrED CABLES OR ANY DUCT WITHOUT CONCRETE ENCASEMENT. ! CAPABLE _ _ WIN ICREEN SMALL WE 1 HH "D' TO SL •6 PAGE 11 D, [FTDKISTIOACX6 LL DOES NOT PASS TNtOt1ON A SCREEN RACE 11PORTED SAND 3' IELOPJIAND 6' AIOYE EDISON E•' SAL I NA _ � a AVENUE 6 @mHH Rim PER UG-205 + o M L. ALL BACKFrLL SMALL E COMPACTED TO NST OR EXCEED LOCAL WrNANCES OR OTHER REQUIREMENTS. IT SMALL OE IN Q A MANNER THHAT WILL NOT DAMAGE TME CABLES, CONDUIT. OR TJKTRIXTURES OR ALLOW FUTURE SUKIDERCE OF THE TRENCH o R 1 ; 2 3 4 I 5 6 0 i 7 OR STRUCTURES. 5. RETAIM(tNG WALLSs WHEN REQUIRED. RETAINING WALLS 94ALL WE PROVIDED IT THE SUBOIVIOER-WtLOER TO PROTECT TRAWORMEWS. PEDESTALS. M M - _ �'� -_-_- __- -- AND OTHER EAUiPPENT. WALLS ARE REQUIRED WHEREVER GRADE RISES MORE THAN 24 INCHES ABOVE THE STRUCTURE OR PAD i N �1 o • �I ;o M • Q �o cw o : 40 iv Q SURFACE AT A DISTANCE OF 5 FEET FRON THE SANE: OR tH AREAS SUBJECT TO EROSION. DESIGN AND INSTALLATION PAST �� 1 I Q * HSi ,� H ,n� COMPLY WITH LOCAL BUILDING ORDINANCES. REFER TO US 175 FOR TYPICAL SPACE REQUIREMENTS. w ,T� 6. CODUITt Q O~ E NCO HAMd)fiOLE w w W NME w w A. TYPE OF CONDUIT FOR THIS JON. (SEE SOS 110.1) 'ES' (TYPE I1® 'OB' (TYPE lit LIST OF MATERIALS NATESM 1. MINIMAL COVER IM STREET OR PARKWAY IS 30' BELOW GUTTER GRADE. IOW 1 a 24" CONCRETE t0 X 17-X 24" CONCRETE LYj`-X 1 OVER 24` CONCRETE 1. FOOTAGE owrrTm ARE APRRarmTE. C. MINIMUM COVER ON PPOVATE PROPERTY IS 30' BELOW FINISHED GRADE. Pt OYER TRENCH PLACE OVER TRENCH PLACE OYER TRENCH (EDISON CO.) 12' 2. WERE REFERENCE IS TO AM ITEM NOT D. ONLY EDISON APPROVED MATERIALS SMALL BE USED. THEY SHALL BE INSTALLED PER EDISON SPECIFICATION DCS 100.1 is, 12' 11 A'- ! DETAIt.fD. SEE SEPARATE DESCRIPTION AHD AGS 120. LIST. E. TERMINATIONS AT SUBSTRUCTURES SMALL BE IN ACCORDANCE WITH EDISOR SPECIFICATIONS. 30' 3. THIS LIST PROVIDES A SUNDRY OF F. ALL CONDUIT MUST BE KANX IL-ED WITH THE APO POVU MANDREL. I;,'GS 1971 ITEM: MISCELLANEOUS ITEMS AND ITEM I INCLUDED WITH MAJOR ITEMS ARE NOT G. AN APPIYJYED Yj POLML)GY=`-NE OR POLYETHYLENE PULL !L.-S AOP SHALL BE i!HS'A-IED IN ALL CONDUIT RUNS. LISTED IN MOST INSTANCES. ! ! SEE LAGS FOR INDEX T. PAVI110s SL 83 TO SL 02 W "C" TO SL 04 HH `D" TO SL 05 TO REFERENCE DRAWINGS 4• DRAWINGS AS DOICAT1D ON ALL PAVING. VHER£ REWIRED. SMALL BE PROVIDED BY THE AND INSTALLED TO THE REOUTREMENTS OF i 1 SL RISER PER UGS-175.31 @O SL RISER PER LAGS-175.2 8 1 SL RISER PER LAGS-175.2 THIS WORKING D2AVINGS MAY BE 09TAIWD ON REQUEST FROM THE UDERMM SEC- THE LOCAL GOVERWINO AGENCY.189' 14 HH RISER PER LAGS-205 HH RISER PER UGS-205 TION. ' S. SUPSTRUCTiRESt WAN. UNIT DESCRIPTION SIZE ITEM NO. REF. DWG. DATE ALL SIBSTTRLCTU1MES SHALI BE COHSiZCTrD TO EDISON SPECIFICATIONS. S EA HANDHOLE *let M7'x 24' H4-2 UGS-200 12-88 4. TELEPHONE AND OTHER UTILITY RETa'.tIRDENTSs THE DRAWING PREPARED FOR THIS JOB MAY ALSO COVER THE FACILITIES TO E INSTALLED FOR THE TELEPHONE COWART AAD/OR OTHER UTILITY. AW OLESTIOMS CONCERNING DETAILS OF THEIR INSTALLATION SHOULD WE REVE TO THE COMPANY 10. COOM14ATION AAO SUl"VISION1 THE SUBDtvEDER-BUILDER SHALL PROVIDE SUPERVISION OVER AND COORDINATION AMONG THE VARIOUS CONTRA"ORR WORKt11G CONCRETE PRODUCTS WITHIN THE SUBDIVISION IN OR" TO PREV90 DAMAGE TO EDISON FACILITIES. HE SMALL DOM THAT ALL FACILITIES • ARE INSTALLED IM THE LOCATIONS SHOWN ON THE CONSTRUCTION ORArIMG4. ME IS RFSPOPISIIK_E FOR THE COST OF REPAIRS, PRECAST CONTE ITEM COMPLETE WITH NECK COYfJt. AND REPLACEMENT, RELOCATION, OR OTHER CORRECTIONS TO EDISON FACILITIES MADE NECESSARY BY MIS FAILURE TO PROVIDE INSEJ+TS MAY E OBTAINED FROM ANY OF THE �OLIMDC LISTED THE REWIRED SUPERVISION DR TO OTHERWISE COMPLY WITH THESE SPECIFICATIONS. AND AP' NtD M14fACT1RERS. 11. INSPECTION AND INFORMATMs 1. MACMMItATO R BLVD.,NCRETE PRODUCTS. INC. INSPECTION IS REQUIRED DURING THE ACTION PERIOD. WTI" THE EDMON COMPANY 4 MOLARS IN ADVANCE OF THE 43'.01 W. NACJIKTIWR BLVD., SANTA DAY, U l2TO4 PWO E:(213)626-465] START OF THE JOB. STANDARDS OF EDISON CONSTRUCTION REQUIREMENTS ARE AVAILAOLE UPON REQUEST. (714X557-7470 12. ORETtSM Tp M • s • ! A , �. s ., 1 SL '<i TO SL s2 O HH "C" TO SL •3 1 HH "C" TO HH "D" 1 HH "D TC HH "E �� rb �.,fi9+SDM•AA►- � CUSTOMER IS TO DEED TO THE EDISON COMPANY ALL STRRXTUIES SONi®PEON. EX1C£PT THOSE SHOWN AS LtRSTDMER DWHED. 1 1�, SL RISER PER LOGS-175.1 SL RISER PER UGS-iT5.3 9 130 HH RISER PER UGS-205 7 125' HH RISER PER UGS-20_" mp-I) 3cp-A. HH RISER PER UGS -205 �- UTILITY VAULT co: Row MEM LOM AVE., FONTANA CA 12335 P OW3(714) 350-26 5 - WARNING THE EXCAVATOR MUST TAKE ALL STEPS NECESSARY TO AVOID CONTACT WITH UNDERGROUND FACILITIES WHICH MAY RESAT IN CONTRACTOR INJURY TO PERSONS OR DAMAGE TO FACILITIES IN THE AREA. THE INDICATED LOCATIONS OF EDISON UNDERGROLWD FACILITIES. f�eAOE COST PLUS FIRM ❑ DEV. AS PROVIDED, ARE BELIEVED TO BE ACCURATE, HOWEVER. THE FINAL DETERMINATION OF EXACT LOCATIONS AND THE COST OF FID SCALll INCLUDES PERM. PAYING YES ® NO REPAIR TO DAMAGED FACILITIES IS THE RESPONSIBILITY OF THE EXCAVATOR. q ( PERMIT NUMBER --- _ R T rr- DATE STARTED APPLICANTS EXPRESSLY REPWSFW AND WARRANT THAT ALL rl PORK PERFORMED AND ALL MATERIAL USED IN MEETING r sDATE COMPLETED APPLICANTS' OBLIGATIONS HEREIN ARE FREE FROM DEFECTS E - E INSPECTOR IN WORKMANSHIP AHO ARE IN CONFORMITY WITH SOUTHERN CALIFORNIA EDISON COMPANY'S REQUIREMENTS. THIS WAR- RANTY SHALL COMMENCE UPON RECEIPT BY APPLICANTS OF E E E" UNDERGROUtun, SERVICE ALERT COWANY'S FINIAL ACCEPTANCE AND SHALL EXPIRE ONE YEAR t WINNN 1-800-422-4133 -0 TRETHAT DATE. SATISFACTION AND THAT ANY CORRECT T TYPICAL CONDUIT BANK SECTION CALL LWSC GOVERNMENTAL AGENCY HAVING JURISDICTION AND AT APPLI- omim SENT-O2Agwor FOR UNDERGRC%,V LOCATING SIMILAR CosTRUCTIa FOP 2 WORKING DAYS BEFORE YOU DIG CANT'S EXPENSE ANY BREACH OF THIS WARRANTY WHICH MAY FEWER tOC►_{II BECOME APPARENT THROUGH INSPECTION OR OPERATION OF UNDERGROUND ELECTRIC SYSTEM BY COMPANY DURING THIS "CONTRACTOR NOTE" WARRANTY PERIOD. THIS PLAN APPROVED AS TO LOCATION A 48 HOUR ADVANCE NOTICE OF INTENT TO START CONTRACTOR NOTE AND TYPE OF ELECTRIC SUBSTRUCTURES CONSTRUCTION IS REQUIRED FROM THE CONTRACTOR CUSTOMER-OWNED CONDUIT MATERIAL+ AND CONCRETE TO THE UNDERGROUND DIVISION OF THE SOUTHERN ALL HORIZONTAL BENDS TO BE CALIFORNIA EDISON COMPANY. ENCASEMENT ARE TO BE INSTALLED IN ACCORDANCE 12h'R UNLESS OTHERWISE INDICATED. �•�• DEVELOPERS'S SIGNATURE DATE WITH EDISON ELECTRICAL SERVICE REQUIREMENTS. ORIGINAL PFDMEI (909) ISUMcT TO APPROVAL BY LOCAL INSPECTION AUTHORITIES REY.1 LEGEND OF CONDUIT SYMBOLS REv.2 -r �.H+A...►c��►v; D►�'f ,�+�a1�, 1z eta.+- � .�.o. s,JV, MA_V R REV ICONYENTIONAL U.G.1 '3 DtSTRICT PLANWEHRD.W.O. J•t•MNO J.P.A. RO. C90 1T ND. �01�j3HLLL S K+�XI'1�URE� lb30-43�i3 HF-4d i/ - -- __ -- - - I EDISON CHAR r S IN THESE PLIWS WILL REQUIRErolkfmo ASSISTANT OIST.SKETCH NO. mice Dorm TmJm W. a0 17 to. NO. CONDUIT REQ'D. SIZE OF CONDUIT AN ADDITIONAL 4 To 6 VMS AND �!G- 2!iz'o CUSTOMER WILL BE CHARGD IN ADVANCE TLNs Y YEXISTING RUN N0. LENGTH OF CONDUIT RAMI Roo �9CM 2 N 110 N ICODE� CMurf To ICPEU�ID t LOAD IXiTO N0. ASIOCTATEO W.O. 1 FOR REQUESTED CHANGES. ANY OF ABOVE S-�+ DB COTr043IT WITHOUT ENCASEHW]dT IS 3 PROPOSED Co1HST"TION n=rlmi FFOLLOWED BY ASY WITABLE H ONLY ONEROR�TWOCOONDDUUITTS. s VIWAR SAUNA SEMFOR DEVELOPER 1 �r - - RANDiO CUCAMOKA PORTIONSTOF TRENCH-ENCASEMENT IS iITMIO�YF� ADDRESS RLW 01-03-90 J 12-22-89 THREE OR FOUR COMOUITS. REP. APPRJYED lY DATi CHEF FT DRAWN BY DATE �T DWG. NO. � c v= Fill EWASO"T IS REQUIRED FOR1 MORE THAN FOUR CONDUITS. SOUTHERN CALIFORNIA EDISON COMPANY OF UG-0'89-408'1 40 Y G �� J7 STRUCTURES A-E / 'I P STRLIGHTS 1-8 j EET' I C71KTT I TtXiR#f on 1-1 i -