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Home My WebLink About1148 CONSTRUCTION PLANS FOR THE IMPROVEMENT OF HILLSIDIE ROAD � .; BETWEEN MALACHITE AVE . AND ARCHIBALD AVE . • CITY OF RANC O CUCAMONGA - G_ENERAL-_NOTE_S LU1 1. ALL WORK EMBODIED ON THESE PLANS SHALL BE DONE IN CONFORMITY WITH APPLICABLE 2 PROVISIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC3'ION,W 1985 EDITION AND MOST RECENT SUPPLEMENT. a - 2. LOCATION OF UTILITIES AND SUBSTRUCTURES SHOWN ON THE PLANS ARE AS DETERMINED FROM A SEARCH OF RECORDS MAINTAINED BY THEIR OWNERS: THE CONTRACTOR SHALL CONDUCT HIS OPERATION SUCH-AS-TO PROTECT NOT ONLY Z THE UTILITIES AND SUBSTRUCTURES SHOWN, BUT ALSO THOSE OTHERS THAT MAY NOT U BE SHOWN. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT 48 HOURS d J BEFORE DIGGING AT 1-800-422-4133. AND THE FOLLOWING: .5 CUCAMONGA COUNTY WATER DISTRICT 714-987-2591 - HILLSIDE, GENERAL TELEPHONE COMPANY 714-949- 1010 ROAQ SOUTHERN CALIFORNIA EDISON COMPANY 714-986-5861 INDEX OF OF SHEETS -- SOUTHERN CALIFORNIA GAS COMPANY 714-798-7739 LU 3. SEE THE LIST OF STANDARD DRAWINGS UNDER "REFERENCES" ON THIS SHEET. THE STANDARD DRAWINGS ARE BOUND WITH THE SPECIAL PROVISIONS. I. TITLE SHEET w z H PROJECT SITE CONTROL INFORMATION. 4. SEE THE SPECIAL PROVISIONS FOR ADDITIONAL CONSTRUCTION AND TRAFFIC 2. PLAN AND PROFILE STREET D Z . 5. For inspection and survey wcrk for this project, the Contractor shall -- 3. PLAN AND PROFILE STORM DRAIN m W contact the Public Works Sec tion at 989-1862, Ext. 312, two (2) working X Q days prior to the required date. LU 4. OFF-SITE IMPROVEMENTS Q 6. A permit shall be obtained from the City of Rancho Cucamonga, Engineering UJ > Department, prior to any construction or endeoachment within any City of 5, SPRINKLER / LANDSCAPE PLAN V Rancho Cucamonga easement or right-of-way. 19TH 7. The Contractor shall notify the San Bernardind Sheriff's Department, the Foothill Fire District and any affected school district, 72 hours prior 6• STREET LIGHTING PLAN , to construction indicating any detcur5 and/de road closures. .. !'ti is .s : . i• :; t r. i BASE LONE AVENUE. PREFERENCES BASIS OF BEARINGS: THE CENTERLINE OF HILLSIDE ROAD BETWEEN MALACHITE AVE AND THE EAST LINE OF TRACT 9569, TAKEN AS N8704910611W. 1 ASSOCIATED ENGINEERS BENCH MARK, NAIL AND BRASS BENCHMARK: CT}�AG IN TOP OF CURB 695.00 FEET EAST OF CENTERLINE: - FOOTHILL - BOULED VAR ` ARCHIBALD AVENUE. ELEVATION 17_55.8.2 FIELD BOOK: ASSOCIATED ENGINEERS FB 82-07� Q STANDARD DRAWINGS: CALTRANS STANDARD PLANS: 1394,F10, F20, D93 p I� CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS: 303,305,306,313, 4}c 406,502,508,510,511,513,518,903,G04 f Z STANDARDSPECIAL EPLAT P 3177SD2SBCFCD - L.A.C.F.C.D. STD. 2-D393 APWA STD. PLANS 500.0 , 5010, 506-0,•50&0,509-0,511-0,513.0,5140,515.0 VICINITY VAP _. . MILE \ �r CITY OF RANCHO CUCAMONGA CONTRACTOR'S RESPONSIBLITY FOR SAFETY TITLE SHEET IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT. HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR HILLSIDE R O A D JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION ON THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; I THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE. STREET IMPROVEMENT LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR BETWEEN MALACHITE AVE. & ARCHIBALD AVE. SHALL DEFEND, INDEMNIFY AND HOLD ' ASSOCIATED ENGINEERS. AND THE CITY HARMLESS FROM ANY AND ALL LIABILITY, REAL" OR APPROVED BY _ DATE ! ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WOR • sq, ON" �� ' CITY ENGINEER ��t-�— , E . _ _;—� R.C. E. NO. 22397 0 THIS PROJECT, EXCEPTING . FOR LI_ABIL,ITY ARISING FROM . THE — - f SOLE NEGLIGENCE OF; ASSQCIATED_ENQJNEERS , OR THE CITY. tf ` K', DESIGN ASSOC ATED ENGINEERS RECOMMENDED NOTE: _ - r J.K. 165 _W.. HOSPITALITY LANE DRAWN SUITS IS SHEAT . k CONTRACTOR SHALL POSSESS A CLASS A LICENSE, (GENERAL ENGINEERING CONTRACTOR) , \ �' CA. 92408 .� IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW (CALIFORNIA D.C. i C SAN_ (7 41 8 BERNARDIN , .OCA. OF BUSINESS AND PROFESSIONS CODE SECTION 7000 ET SEQ) AND RULES AND REGULATIONS �� °,� CHECKED _ R.C.E. 10627 eXP DRWG. NO. . ADOPTED PURSUANT THERETO AT THE TIME THIS CONTRACT IS AWARDED. � , fjF' J.K. A 7/13 �� 8� 1�8� 1148, DTE ILE NO. 44' IBENCH-MARK 4,14 4 ........... 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M cl 7 4,9,ov ly a, 0 y e*on r r� ID 0 WLP -0 r ------ rr IT- f 40M rW 'Ir - 7 , - 0 i _ Z, %V LL .3 jrjop oi- LOP JU 4W W CAI, I I %;,�_ r .-J MAX ed I I - - � / , I - .,;j. , — ! - _P I. —V-= r 10 q=Top OF slaRr (3 t9 3 aje- 6TAC -ig.1 �-SAVE TREF_!3 WITHIN I. Z`d7de, A,Iv '. I�43 5F I ot 1 '0 ore 22 5' OF R/W LIN FE(T Y P) JAA,�-LENG)F,CUT 4 ic -01 rm Elie.rREES 1 W- Z4 art;.?*411 NIS AREA VREES M11)f L Col. 23 to. L HX L SIDE ROAD 23 L I M I T OF VA"w ri W,4 k' t; lio, .50UT14 OP 241Z 6. sH.Eb-r 0 ao cr of rA IL 5 oo 60115 r/fl/c r/o/v 15 .4.0jq '0 R 44Y 0, ell epce ' ,R 157A. /7 7-0 !;r,4 2Z-r6Vf. We6t ........ f? W C, INCREASED SCOPE OF IMFRO�FEMENT3. PEFf -rKACT 7/7/84 ?: TE_S�__ ('R111v ST R E E'r(t- so w C U f an is t. AR I r_'S FROM 33' To 39 BLANK .A10 le 5 N 91N V i -ry oF RANCHO CU NAWN NA EXISTI O.SE,CTIUR 13 TYPICAL STA 0+00 &3 - f oln ex TO S-A vt+10 ES - VA' Z2' PLAN AND PRO fr I L 8_ LE)ItiL LINE VAIR� III OEMAINING -RE. 00 TICAL DlMe�,SIONIS FROM (D— PAVEMENT ONER 4"UNTrEATED LOCATE EXISTING WATER SYSTEM PER 31),?- LOCATION. SES PPOVILE. HILLSIDE ROA D R.REMOVE, VINES-*�WQ 15�6 v40TF 3) &- r8 rej.7ce. PROVIDE 3' CLEAR A,R6A 303. D5 -REMOVE EXISTING TREES WITHIN THE R/W. -r i?E P VEMVjr ADJACEN-r rO TOE Or- 1 E-r tm tio 0.1 0 SLOPE, NOT�?TW 310F_0 ()NLY. 0 1�7 —CONSTRUCT CATCH BASI N AND LOCAL DEPRESS I ON WAY APRON PER STO OWG -wrE AVE. 81 ARCHIBALD �VE. L V17L. LIN 13ETWEEN MALM PIER STD OWG 502 (CASE AND SIZE INDICATED q)7- -rronsition 242.901 3.CUT SWPES S-TA. V00 `0 ON PLAN). SEE SHEET 3 "STORM DRAIN PLAN rebadway ES AND R.C.P. STORM OWG 306 WIDTH 50' . DATE ' -0�, - R.C. 5. 1' 0. -22 3 3TA, 11+00 ANO ST_A, L4+50 * kp C11Y ENGINEER 3-STRAND SkALL 69 Y 7 f TO RECOMMENDED 104 "IA(UM rA A E 1 10,14 !140 —9 AC Pi'VEMENT FENCE M. 0.01410 SoUrW 410 RC H18 A L D A VEN 1 . R/W LINE BETWEEN eURg rP 7_#f1?R0Pz6P OVER 'rLiNTPEATr-D BASE CHIBALD AVE . CCATRANS 5TOJ Assocwrtb ENGINEER3 I '> -- D 044-ff Aq.4/1 RIW OR CRUSHED AGGREGATE BASE A - t: ( 9 -1 NSTALL CE PER TD. DWG 1:10 rCA,7AAkS ST,?J j.K. A.E& 1�.-At 6' CHAIN LINK FEN HOMMLIf Y UNF. 0 HYDROSEED FLNISHED CUT AND GHEEr to)-- 4i FILL SLOPES 22 Furrish Ovcr Compacted Earth Fill. OF VERT. HEIGHT EXCEEDING 2' WITH NATIVE SAM- BEItNAROINg. CA. '3240a a 0491 G A-r tO# 0 5 T KI; Ff-10 7ON 0-- M I X1. 23 Install Power PjIe3 By Otners (see sht I"o) A 2 ol: 7KPICAL 5EC7 TO STA 25+80. SEE SHEET 3, -STORM DRAIN 2.4 1.niktalt , Hillside Road Sprinhier System wNh Water Meter, CHECKE0 PF .............11 �7- ............. T) .................. 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K _v) _j CITY -f ti w Q N jo to IQ DESCRIPTION OF REVISION DATE 0 14 �a () W. 0 .0 CITY OF i RANCHO CUCAMONGA sc 4) 22, VA-RIE 6 PLAN AND PROFILE R 0 A D r0A /m PIROVShlEAIrs H I L L S I D E HILLSIDE ROAD z% STORM DRAIN IMPROVEMENT BETWEEN VAR 601PACM0 Flid- NO rE 5 MALACHITE AV E. 8i 250t' E 0 F ARCHIBALD AV E -ruE COUr.RACTOR 514ALL AWE a>(p1_oAU'r6>9Y 6KNVATION5 TO C),E7'9fiz*f1Aje T14E EXAC-r I-OC.4 rIOAl A660CIA-r90 i=_NC71NEE95 66144C14MARX '9 AF-r6g rya gx4cr LoeArl,�2,v MAIL AND 69A65 TA(S IN TOP OP CUR& , 695-00 : DATE: AAjD c)Ht-ra OF -rM5 6" AW-Eg LIAJE 5,W0kJAJ IN FROFIL66 ;4 1 '1 0�?,3,9 7 EXI.5rMje, -AVISMEAff 14A6 j3EEV DETE"INEO, Tyg 6/Z409 .4ko ALICAIM914r 0fr -r149 eo&�kJECT09 P/F255 "ILL BE gA67- Ocr CENrERLIX16 ARCN15A1.0 AVENUE. CITY ENGIN _2 I- NO. EER R.C. 99L&;,d ri50 ep9 to 9.C.Pp., 6rAgac) 710 eLEAR r99 kJA-r,59 L/,Vg 679 T146 J-JA7`E9 LIAA5 PJILL, 89 A i DESIGN S RECOMMENDED gi-EVAT1401,J 1-75-5. 82 Lt ASSOCIATED ENGINEER 6 AUIVL W8 R.C.P AAJ0 ALL g.e.P e0AJAJEC71,096 514ALL 09 IA167ALL90 PER 7-ypleAL 7'X-f 316 East Y Street T-101,j sm C,>"(S. 5/_3, CA 5.5 1 LZ 36', DRAWN P.O. Box 9419 SHEET 16 11,4 6 Da ;?dn Exp. 6-310-;�:3 Ontario , California 91761 3 OF 6 TrFICAL 5EC TION _3. .4LL S7-,:::_o)RM L?JZAI" 67-AT-10JON6 /5 A cod��- 7 14) 9 8 6 - 5 8 18 0.36 DRAWING NO. AC.E. N - or w ��09 6 MEE 7- IMPRO V8MA5"_r6 9,�5Afe_?VAL6 4AIC? 9i5Le9,-A7-I01J6- __- - J/- FILE NO 11 48 DATE 3- IL r > -- 3CA LE 1 20'-- N R/W--r Q HILLId �OAn L OCR TE AND CONNECT TO �. E'X/5'T/NCi RESERI/O/.y FEEDER N �f I /NE. 5EE 06WIL ON T///5 SHEET. �a" W4N Wo„ + - - _ lq - ro - S TORM ORA/N ' 2� - 3 5 TREE T PROTECT EX/.6T. TREES ReAfM EX/ST• FENCE t, c---x---x---x-_x 0 / !NSTALL G' MAN LlrYK N - h CONBT/PUCT Z4' ORC✓EWAY �+ a ———--- 41 CONS TRUC T Z,0'-OR/✓SWAY 1 I CDNS TR(1C T /G'OR/YES VAy N APRON u] I ?,FA E616I ENc� �1 AKRON 4 / I ,QESER✓O/R -� I i "l LINE AORON Q / 1 Me? LINE, i CONNECT If I LON EG c EX/sT. FENCE III tpb ':: : .vEKr `AGE we-kv FENCE• 4 CHAIM4W'C �;� 3 _ - - ` n r • V .r .! 1 a, 24 — �,�� •---�— � G/4 � X= o- - - �� - . _- xn�, � �� I I ------- ---x---x� x---x--r-x --x €° 'll�o - > - --+-o---x-- �( I �`'— ,_�� /N5M 3� t i -x---x--- - -x- x--_ _ SSs —_---,------ REMOYE t •`- .S /� :_ _ --- - -- � i �i I x- -x- -x--r —.- MEET E.�'/5T. �� ,/ �a I Ii ([-_ I EX/BT. s'cNA/N 1 WAL/fGA E LAND//Y / x-- 6PADE J IO . Metal. s, L L/rY�(FFi1KE j '+ \` �� <� _ I 6 � i / INSTALL TE�t•1PORARY cr I ► s" ivsrAtt srosa6ia x ,_��r RE.�70VE EX/SI` I �Sq h g \ ' '� 8 W FENCE. __- 3 5T/YAlVO% BARBED �� , r f;�`�� I SALVAGE GENCE f0 THE p�ypp� OWNER I �B /NSTALL TEMR�RARY . _ k' ¢ _ NSTALL OOUBLE i WIRE FENCE. l 5PE Co1lNEGTictiJ� a `-J Q asrA�L oGrµis sin CONST ' N " ' .SL/D/Nd GATE LOC47/0N S/t4LL DETfRM/Nf0 i 1 - x - 3- sTRAND BARBED TM '` _ / I /N THE i/El0 FOR T11T CONVEN14VeX I I PgR/f/NG L,4N0/NO A!Y �`' �o• �,,p'/ � i s f _ ,.- # . . , '` � i��Tn-1 R,4MP5' PER TYP. 5ECT/ N --- x- J`� x /.-I I �, I W/RE i'ENL^E. �' OF"BOTH THE CONT2ACTOR THE Lu1LiJ l,N� r� ON TH/8 SNEEr. � , - - _�_ ( xQ si 1 x CO TRUC T,. EARTH L7 / E �Y x - , I X- X. XI pRot6Gr DECK b has ra'�K R V WA " PPOPERTy OWiYER• �r n K- Y + i / x r. x I RAMP PER SECT/ON ON TN/S /N GLACE r• .� / ,�, 1 I ( �io'CarE) (54•CO� pr RELOCATE SPR/NKLdK f1EAO,s allo CavvEcr To.v�iJ Gf1rdR � I SHEET. X ( �� ,\ � r;� �� i�usracc �• cite/ry \ y�• � I �ZAVK FENCE I j !NSTALL /Z ' DBL OR/VE GATE. Lf D' PLAN 01 I r7 1 ------------�-- --�---- lNsrALI rEn�poR�►R'J f'EtiCE (•; I I I ,SUR/NGi CONSTRvcT/ON I C WOOD "AMEL/OU5E) I t,) ��; \-j 'L-k---k---X---k---x---K---k---k---ac---k---x---j I I I PARI E5 15' MIN. I I 23' MAX. o(t•�osE .ei�s) F1 G 90 /e / Z N LAND/NG RAMP /.5 /ros•[eie L/NE a G/N� 70 aX%ST, /RR• L/Ne TYPICAL SECTION DRIVEWAY RAMP J, C.4P END cve G4TZ/RE /� sEevo%e N.T.5. TYPICAL SECTION LANDING AND RAMPS SERY/CE CINE COiVNECT/ON N.T. 5. NOTE� .?EFE�P TO SHEET � ANO SHEET 5� FD.? CDNSTRUCT/O/V /VOTES ANO STA/VOARO V,?4 W/NG✓. (� /� �,,J (� r /� (� /LOTALL TEE ,? O/BELT CONT/NUOUS CITY VF Rt-1N C�1 I O �✓U V f"1M O N V A FLOW GbWN 0.9A/NAGE 51'VALE. 3'X3'X3" TEE EX/STING LINE CANNOT BE EX/5T G/NE � SyUT OFF. I�oCAT, .F, _, _ DETAIL�D fail 3"' GATE VALVE HILLSID ROAD ��-FEEDER /-INE TO FF—SITE IMPROVEMENTS � O�EPFLCrV C/,vim� - BETWEEN MALACHITE$ AVE. a ARCHIBALD AVE. FEEDER CONNECTION DETAIL. APPROVED 9Y — DATE CITY ENGINEER _ '' R.C•E. N . 22397- N.T.S. DESIGNASSOCIATED ENGINEERS RECOMMENDED :KX—JA.E. -_ 165 IN. HOSPITALITY LANE t, DRAWN SUITE 15 SHEET SAN 9ERNAROINO . CA. 92408 _T.K.Z$DC—A, 7 4 929-0491 - CHECKED z R.C.E. 10627 ORW . NO. J.K.-- TE.�M A ._ (EXP. 12-88 • —114-8 ,�a� F LE N0. MEUG - I �- M Ato ls,2o,a4 B', 14 1/4,18 1/4,22 1/4 36 RMIN EQID•UM CLEARANCE AN6E IRRIGATION CONTROLLER SERVICE 21 MIN TYPICAL FRONT DESIGNED TO SUPPLY METERED POWER 24 MAX AND BACK ' (MAY IN REASEEFOR AND ENCLOSE AN IRRIGATION CONTROLLER Utility A IPI A HEAVY GAUGE VANDAL. RESISTANT ENCLOSURE Terminating SectionB STANDARD FEATURES 1• UTILITY LANDING LUGS 10.. 2 :. . •' 2 CZD 2•METER SOCKET 100 AMP RATED ' a 1/. •:;J " .iINE 3• U11UTY TEST SECTICN •.• •. I --_ •.••., 4. 15A SERVICE DISCONNECT `• ':';' 5. 6 F I RECEPTAC-E 21 MIN O 24 M I LOAD 13 I/e 19 AX 6• COIJTROLLER MOUNTING AREA •; CONDUIT .,,•.; 7• LINE CONDUIT AREA L - ® 81-11LAREA ;;•• a 8• LOAD CONDUIT AREA O •'• 9• LINE ACCESS COVER (REAR) CONNECT ��•• � • ••• s STANDARD VOLTAGE 12UV, I ,2W TO $ROUND H •.FRONT - ROD sy APPROVED 2 SPECIFICATIONS METHOD �4i 1 19 RECOMMENDED RECOMMENDED SIDE GROUND NON OD CLEARANCE 10 i + 10 GAUGE ZINC COATED STEEL WIRING DIAGRAM F L.0 0 R PLAN CONSTRUCTION ION NST • RAINPROOF TYPE 3R GASKETED ��_ ---- ENCLOSURE s ALL FACTORY WIRING IS COFFER U DETACHABLE FAD MOUNT SUB- BASE FOR FAST INSTALLaION W ---� D • STANDARD FINISH t LIGHT GREEN BAKED ENAMEL OVER CORROSION FRONT VfEW SECTION VIEW RESISTANT ZINC CHROMATE PRIMER-EXCEEDS 250 HOURS SALT SPRAY ASTM B-117 ENCLOSURE SIZE IRRIGATION CONTROL AREA + PLYWOOD BACKBOARD FOR ITEM CATALOG NO- W 0 M W O M EQUIPMENT MOUNTING I• MEUG-I- M684 16.0 18.0 48.0 13.5 9.75 13.0 2• MEUG-I- M064 200 18.0 480 17.5 9.75 13.0 3• MEUG-1- M4$ 24.0 18.0 48.0 21.5 9.75 13.0 . 4• MEUG-1-MG85 16.0 18.0 54.0 13.5 9.75 19.0 a 5• 1 MEUG-I-M08 20.0 18.0 540 17.5 9.75 19.0 � 6. 1 MEUG-1-M48 24.0 18-0 54.0 21.5 9.75 19.0 V NJ �� Q, ( �I 99� P44 C, ¢4' t �'J f �� a r11 zO Irl 3a•� HILLSIDE ROAD 1�F -r. 41L NC4 ' cN - - - - - -- -- ``5 y 6 i ¢ G4 w8 w wg� m N e., "I 2 _ Z3 I ZW Z 5, t 6 /-3 /-5 1 }t ,_ _ X.clam � 26 Q 275 /-s /-� �'` �a \' 32.5 1 , G O•� \� zx t I �L _ v " I /-4!•$ ■�i �� • !�r{fir/ a • s�!�� ®m• st• a�gra��. ' 11"1 / uELP 11 ,.tilt �+� .� �� c.19 Ht :� • �� a as ��o�r r�err a� 5 J i (max/S �/R V .s I. ) ! •v „rrLLIll a i� rye GRrvEWAYJ • I` � �� c,,, r.� �V, r;,r; +1 NOTE: 4 GAS LINE IS /8 /z PLASTIC • USE CAUTION \� '� o "�'�� ► , ' 1 0� 1 c I� I �. -s•,�S�Q �� a IN EXCAVATING IN THIS N o �? ,, P 11 s o. W (� AREA• `� 4. x �x V N �,� 0 �o •� `�-�.,.� '��,, SEND �,c� ,�, � ��,y��e ��o v�•.off �}a�'•i NOTES ��v �- Q I� I- Irrigdtion system is strictly diagrammatic and therefore Ccotractor J must make adjustments in the field to insure adequate coverage• 2• Locate all irrigation equipment in parkway areas where possible. 3• Irrig(ition system fo ccnform to state and local codes- 4- Automatic controller location to be verified by the City Engineer- 5- ngineer•5• Irrigation system design is based on a maximum demand of 43.3 gpm DESCRIPTION OF REVISION DATE CITY from a 2" P.O.C. with a minimum 75 psi static pressure ut the source - APPROVED Source to be 2'tmaters• CITY OF RANCHO Ct1%AMONGA 22' vaRiES 6• At no time shall existing pt?wer and water service be disrupted for more Ithan 24 hours. 1a 7• All frees shown on plan are spaced approximately 10 ± on center staggered SPRINKLER&ANDSCAPING PLAN x _ locution on Hillside. HILLSIDE R 0�� ac-fc�d N'9�� 8. Piping across driveways shall be placed in a cast iron or steel sleeve of 211 greater varies diameter than actual- aping. BETWEEN MALACHITE AVE' a ARCHIBALD AVE cum 241 PYG LEGEND 5.R1 . _ APPROVED BY: DATE: 1 01 \ P,aintird 2400std standard shrub spray - 30(psi)- 14!(rad)- 1.0 to 4.0 (gpm) CITY ENGINEER R.C.E.NQ22_ Exis;e Pgkeinenl �" ® Rainbird DCA 150, 1 1/2` double check backflow prevention device DESIGN * IV DRECOMMENDED Rainbird 150 EFA-CP-PRS 1 1/2 TBM/BWF pressure regulating control valve A COMMUNITYENGINEERING DIVISION DEPARTMENT� EMGISIOfl JaL.J1/►i. y \ _ 9340 Base Line Road • C �' ® Rainbird Automatic Controller, ped mount In lockable BOX-see plans DRAWN P. 0. Box 807 SHEET Er• I✓8i I 0 \ Rancho Cucamonga, CA 91730-0801 awe.19M Class 315 PVC pressure) mainline pipe. Size 2 unless otherwise indicated TBM (714) 989-1862 5 OF 6 CHECKED RCE NO DRA',NING�• TYPICAL 5eCT/O Set outflow pressure at 30 psi initially and adjust in-field as required to insure adequate/!J BWF DATE J FILE NO i i i I MEUG A• 18,20.24 dm I "eM • 6 M1N MUM CLEARANCE IRRIGATION CONTROLLER SERVICE B , 14 1/4,18 1/4,22 1/4 ( -- REQD• PER NEC 11016 21 MIN TYPICAL FRONT DESIGNED TO SUPPLY WE IERED POWER 110 24 MAX AND BACK pp VGV (MAVEN INCREASE AND ENCLOSE AN IRRIGATION CONTROLLER ABO utility A IN A HEAVY GAUGE VANDAL RESISTANT ENCLOSURE Terminating Section B STANDARD FEATURES ..;, 10,1 = I• LIMITY LANDING LUGS LINE2 CZ) 2•METER SOCKET 100 AMP RATED ,'„ 3• UTILITY TEST SECTION I 61/4 4#;- •:::; 4- 15A SERVICE DISCONNECT 21 MIN i •,:• 5. 6 F I RECEPTACLE r LOAD 13 1/910 24 MAX 6• CONTROLLER MOUNTING AREA = •; ,:�' 4CONDUIT :, 7- LINE CONDUIT AREA • @1a] ® 8 �,;;; AREA a S• LOAD CONDUIT AREA L� ' •"' 9• UNE ACCESS COVER (REAR) ,S • I ,••�•:�• I-i•• ' countaT •`' �' •' '� '•• �•• ' •• a STANDARD VOLTAGE 120Vl I ,2W TO 6"u"D 110D sr •FRONT H rr---- APPROVtD 2 SPECIFICATIONS MtT1lOD � � 1 � j RECOMMENDED RECOMMENDED SIDE GROUND ON °D CLEARANCE 10 0 • 10 GAUGE ZINC COATED STEEL 1 , CONSTRUCTION WIRING DIAGRAM FLOOR PLAN ' • RAINPROOF TYPE 3R GASKETED 1 r1 r1 �1- ---- ENCLOSURE • ALL FACTORY WIRING IS COPPER O • DETACHABLE FAD MOUNT SUB- BASE FOR FAST iNSTALLAT"ION , D • STANDARD FINISH► LIGHT GREEN BAKED ENAMEL OVER CORROSION .FRONT-VIE W SECTION VIEW RESISTANT ZINC CHROMATE ` PRIMER-EXCEEDS 250 HOURS SALT SPRAY ASTM B-11-7 ENCLOSURE SIZE IRRIGATION CONTROL AREA • PLYWOOD BACKBOARD FOR ITEM CATALOG NO. W 0 M w O M EQUIPMENT MOUNTING i I• MEUG-1- M684 16.0 18.0 48.0 13.5 9.75 13.0 2• MEUG-1- M06 2" 18.0 480 17.3 9.75 13.0 3• MEUG-1- M48 24.0 18.0 4801 21.5 •75 13.0 4• MEUG-1-M685 16-0 18.0 54.0 13.5 9.75 19.0 N 5 MEUG-1-MO8 20.0 18.0 540 17.5 9.75 19.0 z 6. 1 MEUG-1-M4 24.0 18.0 54.0 21.5 9.75 19.0 %j t f � JE6 i C, 4 4' • -4' �,'� •e+' t zo_ in 4 b HILLSIDE ROAD o� '.W.M. Q -�,,s' j I i8 ws' �9 - W °1 N BN B� wBN `\ G4ull N Vy��• -.._ � _ 2 Z3"i"'Im Now - �Z 4 15, � � L 6 �� M•H �s�.woe g c-if � a � 113 x �� % '--_- ___- _- --- G ••m= `- \??- "� 26 /-3 //'4 _ �_6 _ '�_' - " '' � .......e 32.5 �� 60 yN 1 • _ , ! M w M I i 11 - A / u it �'r �e a •r ��a W+X �r e•r s •e �•a ��•e 1�lip i k • 6'J y - f f• tv i • •t.i• I `- L r ' 11 �l �� d oR,vlt✓�Y� W NOTE: 4 GAS LINE IS a PLASTIC • USE CAUTION o i •"' I �I y''�"o� IN it AREA•CAVATING IN THIS ox ls�- 4j� )► �� /C�� .� � 3 � •yt•. � gym.Q�.p,�9� 'S•p x L �( 4t `�'� x � 681 p�� -Q�-,��•,o v-y c ivy ' . NOTES 1• Irrigation system 1s strictly diagrammatic and therefore Contractor must make adjustments in the field to insure adequate coverage• Q I �I 2• Locate all irrigation equipment in parkway areas where possible. rt� 3• Irrigation system to conform to state and local codes- 4- Automatic controller location to be verified by the City Engineer. 5• Irrigation' system design Is based on a maximum demand of 43.3 gpm DESCRIPTION OF REVISION DATE APPROVED from a 2 P.O.C. with a minimum 75 psi static pressure at the source• Source to 2"meters. CITY OF RANCHO CUCAMONGA 22 VAR/ES 6• At no time shall existing P9wer and water service be disrupted for more j Ithan 24 hours- 7t All trees shown on plan are spaced approximately IOf on center staggered SPRINKLER/LANDSCAPING PLAN • location on Hillside. HILLSIDE ROAD Piping across driveways shall be placed in a cast iron or steel sleeve of 2" greater C Mpac fid vQ►-,e� diameter than actual- piping. BETWEEN MALACHITE AVE- ARCHIBALD LEGEND 5.RIW APPROVED BY: - DATE: Rainbird 2400std standard shrub spray - 30(psi)- 14(rad)- I.0 to 4.0 (gpm) CITY ENGINEER R.C.E.NCt 22397 ✓ fXist pavemenl 0 Rainbird DCA 130. 1 I/2 double check backflow prevention device DESIGN '` RECOMMENDED COMMUNITY DEVELOPMENT DEPARTMENT ® Rainbird 150 EFA-CP-PRS, 1 1/2 pressure regulating Control valve TBM/BWF r ENGINEERING DIVISION J•�,. -i� _ 9340 Base Line Road EX w8w , 4g/�,Q,C•,k ® Rainbird Automatic Controller, ped mount in lockable Box-see plans DRAWN P. 0. Box 807 SHEET } Rancho Cucamonga, CA 91130-0807 Class 315 PVC (pressure) mainline pipe- Size 2 unless otherwise indicated TBM (714) 989-1862 5 OF 6 r CHECKED DRAWING N . c TYPICAL SiFCT/O^,/ Set outflow pressure at 30 psi initially and adjust in-field as required to insure adequate coverage- RCE NO BWF DATE FILE NO A I 1 1, {k WARNINd UNDERGROUND SERVICE ALERT' _ rime LEGEN4 OF DUCT SYMBOLS TRENCH INSTALLED GROUNDING NOTES FOR UNDERGROUND DISTRIBUTION NOTES: The excavator must take ad stens r+ecessary to avoid 1-$00-422-4133 ( C VENiIONAI U.G. AT POLE RISER LIST OF MATERIALS 1, Footage quantities are approximate. contact with underground fauutit s alhich may result in I i N SYSTEMS IN COMMERCIAL-INDUSTRIAL DEVELOPMENTS I EDIsDM GROUNDROO6 (E Di SON C 0 2. Where reference is to an item not detailed, Injury to persons or damage to foriLties in the area.The Cell USA/SC I (NO SCALE) 3r wooD re MtUI�BARE CLAMI 2ILACEN see separate description list. No.coNwllj RE� sfzt of contxrtT indicated locations o1 Edison unc9lf�yound facilities,as For Underground LocatingMOLDING COPPER d MIN. I 3. This list provides a summary of items; 1ZDLENGTH Of CONDUIT RUN 1. FOR GENERAL SPEUfICATIUNSSEE UGS-1 provided, are believed to be accurate. ht,wever, the Rl,,t�NU � S£fARATION + miscellaneous items and items included with 2 Working Days Before You Dig ) final of l exact ocd'►ons andh the cost (A STAPLE RISER 2. CONDUIT G major items me not luted in most instances. l dti � I ' BEND �` SEE UGS 041 FOR INDEX 4. Reference dtawin as indicated on this repair to damaged facilities is the responsibility of the Ir,nsN.l tRENCN r `%% WOOD t4-1411-16 New 1/af DECAL 18 n1EOfeJAC. tar MOLDING a. Minimum cover,n street a parkwa is baow r,aer grade working drawing may be obtained oo request excavator. / [CIc X11.I�C I— POLE r —r a TO REFERENCE DRAWINGS. b. Minimum cover on ps,vatt woprty $_ below f,nshed grade from the Underground.Section. �p TRENCH ♦— c. Cuslomrr is to furnish and instal approvept Qcwrduit to Edison sccape rfit ons r UGS 100,1,110 and 120 Southam California Edison Cofrt7any DECALis EEYGTN Ui TRENCH � "\� GRADE RISER BEND d. Type of conduit for this job ,See UGS call SCE 119 1411-13 N8 W 1/as 'E9•'(Type 110 Da"1Ty,,•n1 t� QUAN. UNIT DESCRIPTION SIZE ITEM N0. REF 0*0. DATE �- a n Maim D.C.WIRE SECURED TO RODS t. Instal all risers per UGS 160,141 and 170 insult lis tag r. *w terminals w conduit per VGf 177 �--�— f. Install put cop•In all conduit runs. Pug rbp•to be 14- pdywvpvlerr or polvethvlrks tohks,braid"w twisted rue y,eerfcabuM.awuved makes,acrd `f WITH_ N/��'si�►��? i`.��t_.� 1�• 'X/7rX lzr' I �.1 TH CUSHION f1REET UGNT W1111 9URNDr"GAA"TYPE GROUND CLAMPS suppliers,sat UGS 40 , t ,r TYPICAL CONDUIT BANK SECTION rto Of coNtrJIT RE-A _ suE or coNtxnT L AN conduit must W mandrxfled with the approved mandiall UGS 197 11A' lel �c t7rf�a ,) 'X " t X! 4 1 r-t!.� 09 conduit without enca semen t is LENGTH Of coNOvtT aON TRENCH BOTTOM 11 acceptable for portions SiMs LARRCO SIRRVC BURIAL wit 1 CAREE INCON ouch kith with pon i one or tw�conduits.ench pol � '%x r COPPERCLAD STEEL •. Minimum bench wdth rt �— ,nCEes �_ yFEWER CUNDUIT ft REE1 LIGHT b. Minimum cover is -``— inches. TRENCH GROUND ROD(2 REQUIRED) e Customer ars to provide stench,concrete enl;;Arrrtksnt as required,backfill and compaction IBefurt exca%aung trencit contact District Service Center for CIC ~— installation cowarnatiomLEasonwdfinstal CIC intrench Serol-encasement Is required for r+sui�•��5 DECAL 7s T"EOiAC",''— r "' d. LlNGt,a Or AU01 f I UhAL Custur,shah provide sufficient help during Cit installations to maintain a clean ww wench,first of rock tad other portions Of trench with only a,u.�,,p, 1� -`,MIN. IFCNCH x80'0. 1 three or four conduits. 4. EXCAVATION AND BACKf Ill TWO GROUND RODS ARE REQUIRED AT ALL PRIMARY RISER POLES. •. Work area s1aN w clea ed rd rough gr.dedto within tow orches of final arae prior to inrtalleLun of Edison conduit a structwn Full encasement i s required for FOR PLASTIC PRODUCTS DRIVE RODS O TRENCH BOTTOM WITH 0'MIN SEPARATION W UNDISTURBED EARTH Is. AN excavations shah lot,n accodanu with ttks thin folrnia State Construction Wad Safety Orders(erten applicable),olei.Ed�wn r%sru turestons,acct 0-g Qovarnug focal FOR CQ f Sjaat E:4JASEMEN7 LEAVE THE ROD TOPS 3"ABOVE THE TRENCH BOTTOM AND ATTACH CONTINUOUS • iOR CUMPI ET E RUN GAGING WIRE WITH Ct�114P3 EXTEND WIRE TO INDICATED LOCATION ON POLE AND ordinances. more than four cones l t s. Armorcast Products Co. Carson industries, Inc. STU9 UV 2'(MIN.)ABOVE GRADE AND STAPLED TO POLE,'ALL MATERIALS FOR C. Each tiench tow a uniform depth below fecal Sade as spacrfied on bbd working drawme. 13030 Raymer Street 1925 'a" Street GROUNDING SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. d. Backfrl shall be provided by the customer for all excavations and shall include crushed rock,concrete,"'or imported backfill,whin required 14-166-111 NNW Ills DECAL � North Hollywood,CA 91605 La Verne, CA 91750 ANY Or AHOVE Sr-G 's LUvll- S f SCMENTOOTACA Or a. Backfill,per Edison specifications,shall immediately follow CIC or substructure installation At no links shall CIC W left exposed over 24 hours YW A1`011.1.0411D AtR 0-r A #Tac A,VO �' 24 S SUaI.ENCASCMCNT I N RUN I. No rocks are allowed within 12 ,niches of direct butted cables or any conduit without codes ecasemksnt, Native barltfill capable of passing (818) 982-3600 (818) 332-6225/(714) 59&1988 A NIMBER through a one hall inch mesh screen shall )• cons,de,ed to W "ruck few- If existing backed dues not pass through• 1/2"suets plata imported sand 3" bbl below and 6' abo.t EA.tom caesif,UGS•164 a tat DECD s. AN bad fel shat be compacted to nett w flx,eed local ordinances or other iequrenonts It shat be placed in a manner that will not damage the conduit or A$sOCiated Plastics, Inc.inCCDR Systems Corp. td 16d•7• NEW 1/e! substructure or allow future subsidence of the tench or structures ,�� 2626 Kansas Avenue 3475 Edison WayA.Nr U( AiFOYE S�1N,b. S LCNOTEf fVCE ENCASEMENT - h. Repaving, where raqured, shall be plaid in such a manner that mtertrenu with traffic, including pedestrian traffic, will W kept to•minimum. The 9 FOLLGtEO 9v--- -�� eITN A GTA Of FULL E CA r Riverside, CA 92507 Menlo Park, CA 94025 LJ r � TriE LE'VGTH Gr rt1Ll ENCASE- N. shah establish a program of repawwo acceptable to 1M municipality,county of other authority having jurisdiction and which s acceptable to !11.` \ ` (714) 787-0600 (818) 242-2171 / (415) 364-24t,1, "+ENT ,1 , Edison. (�Or / \\\ �. -52 '1'16 1Y U4$IARREO SLMt10L INDICATES S. STRUCTURES: -�{�'✓, T �� 3 � Brooks Products, Inc. Qui3Zlte Corp. AMY lURUII CONDUIT 4505 Little John Street 615 North King Road Ad substructures shat b•constructed a installed to Edison specificatrona. Baldwin Park, CA 91706 San Jose, CA 95133 Tiff LETTER'A"w+1EN S+tOwN Is. Pads and slab boxes for transformers"W ustalled with the top 3 inches above grade.Refer to E►200 for Qenral requvenvents _ �r�) r { ON A vAUF T Sv MepC UENOTEf (818) 443-3017/ (714) 551-3500 (213) 634-86921(408) 923-5333 hT—,—�-►� A THIS PLAN APPROVED AS TO LOCATION e. Customer substations shelf be installed par QGS 540. - ALT ERNAtE DEE(aEC ESS 11 ON d. Protection barriers per UGS 830 ere required a ren exposed to traffic I ✓2''X 17 X i END rNOrCATED(SEE AS 110 6, AND TYPE OF ELECTRIC SUBSTRUCTURES e. DECAL Al conduit lines and concrete footed substrpctwes shag be w 5-81 84 sttr tight. {/ A (1(g SCE 14.16REV. 1- Ret-UGS 200 81 1. Retaining *alts; where required, willcunfoarw a Dwo us 175 �� "�S�1-`'1i1�'i \ 1 - AEV.10-78 DECAL --� Dwg./Rev. Developer's Signature Date 6. ACCESS: t tlanvg r.a ac.ase ataa lI a awtared U equtpmksnt locations.Structures must be clear of all appurtenances that lbhloading at woud obstruct the oang or unloading F I-5 3 5 Z 1 i7-� yl.5 `/3 c),L - I �f - O�g�ar - .•r" _ _ r ._.._.-- - .� i '/tom'• deq.,taac+inks. ( F. SERVICES. i 1AIVh i l)I LE :�O `J Rev. 1 r ' s. Miters and servicesshah comply with EdsoAfEltcurtaf Serriu Rtquremrnu. (3 Fir I 0�2 Ilk 1-71,X I I Rev. 2 Is. Wiring must be in accordance with appbeabl4 but ordinancessnd approved by local inspection authogiLes. \—CJ 3'� l'!l�t�tht:tC yU�y .�F_- I s. LoLOCATION: Rev. 3 t The location of nd excavations aStrm rmit uctwts'"is be a•shown on the"Ili g drawing.No deviation frothe planned locations wig be pted unless approved bar the Edison topsasentativa. c _ I �✓ 1�� CHANGES IN THESE PIANS WILL REQUIRE g. SURVEY: in AN ADDITIONAL 4 TO 6 WEEKS AND 12 Surrtyir-of sleet improvemeartl,property If cornars.101 litres,finished grade.rte.,necessary for the installation of undrgrotud facdrties must be completed /a I I�Q 1 (✓� and markers or stakes plaid prior to the Steil Of"installation,in addition,customer"maintaan the markers during the Installation. 7 I VJ i2 � �s CUSTOMER WILL BE CHARGED IN ADVANCE 10. COORDINATION AND SUPERVISION: ! �, Irl N 4 4�1 D 1Il`�� S 1-�� Q 110^, 7 N H ss FOR REQUESTED CHANGES. 1 r� .�!�?_ n tMks various oontradors work' whin tM development in order to prevent damage u .Z�C- ��4 -7��L 4 9 A �1 The customer StseN provide supervision cverrnd coordai-kstw among tM Edison faulities. He u responsible for the cod of toloits,raplacertveM,rafocation, a other correction to Ediswh facilities made rksuuarl by his failure to �' 1 1 OOH/ -- 17-D I to ,lb t• N6w I/ef UECAL provide supervision of to otherwise comply with tlrtae SoCAlfrcation. St_� ;r 3 ill• TELEPHONE AND OTHER UTILITY REOUIRE�ENi11: I I � +� y 15f ZI/caJccP 12�v The drawing prepared for this job may&44 cover the facilities to be installed for the telephone company and/or other utility.My question• concerning details of their installation should be referred to the company,concerned /� + s7 f I 12. INSPECTION COOK,bI,oJA•r0,., 11Il liq-7 -2Z0 ) 11V.5PE T0(< -7 (L4 `1��-I�/ ?-22z'I In tion s requited during the conutruQ" period Notify the Edison Company _ how%es advance of start of con4ruction Standards of Edison cornsintrctron requrtmrnu re available upon request. OWNEASHIF Customers to dead to the Edison CompWir so aaartwss shown hreoa except thoea Mown as customr owned 1••11411-s NEW to/as I,DECAL� � rT �, t, �Z iI 2, 2421 25 HILLSIDE �� ---- C _i 1 2� LOZ511 � . .7'f SOu/hat Calrlwn,e f tsar Compam/ r/At A J `}, -5Lst 1 1119-�Ca-24, I w.� ` FIi1 3 TlaSlt-T E t l I � , New ills DECAL® /110 Tr_ ��5r/�'�i' E I 2 HFI;? TUNE��3 l-( 5352-14 �3 � � E+( �01I73iC v � � �C G � � 11r�/ -�-- ILE - /r x x%t' l�-�'� 32� i 1 3 �>< 2�/iz 14 1 2 ��E��I -ry ALL L l��;l r �� !oc, r � 3,�2 z yp,� _ 1 9 art-I ' 4_j) f�a, ri !'ACr r _ ,/ 1/c �,e-_A�a�v ,,r�?r, "A 15„ 1�'L GtJE�relMaYfl_ HN42 TGPDL G - 2G ' ELEC--re-DL UJ /Il ' MA 1-Akfji � -3 C, 21A, I �P Erl53S2Lt�� Z SHT. 6OF 6 120- v N 535�yyr� I Dir_ '.r 1148 Uzi —L � 0-r t,>.��,-T,�l��2 �t I i / F 1 ��HDl_E -� �- C U S-T/�rtil-E 1Z f�C,C.T• LT � '�'��I{ 1 -- r.-,a S,(X, �._•_____—._. - --- - P�iwHER: JOB NAME: FOREMAN: DISTRICT: 1Q'/L' X 1-1 ''�( i?rr _ t� , r C_I OF CUCarnoiv6o(-) 011 TARIf J013 LOCATION: TRUCK P/E: DATE SENT TO RAY: DIST. SKETCH r t HILLSIDE Rd W/o ARL-wail LDAVE ANO.: TLnt-CSD Lao REQUI)iE0 T•L.M.DATA:AMIE KVA COST. LOAD �1 0 RFl Nl 1,�E Z _1 YES NO y/ INV. t +L L NO.: GRID O. THOMAS MAP PROP. WORKED BY: AP PTL A—TE 3 R.o.: VOLTAGE DROP A, INV. MAA NO.'S 1 171 _ ` L P-G,� IS PRI. Cl RC VERIFIED: til I t SWIHERN CALIFORNIA EDISON CO. 14-1411-ts 1`481w 1/85 DECAL 2g i