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Home My WebLink About2206-L DEVELOPER • • Kendrew Development 8311 Haven Avenue Suite Ranchouc � CA 91730 Phone: ,t Fax: 909.987.8183 FORs AM 1ZK AL "ENEUNE EM/0 R00"'" "ESmomm" AL V C 1 No Ce IC ALMONGA RANCn U A Parcel Map No. 1 t818 LANDSCAPE MAINTENANCE DISTRICT NO . - - SHEET INDEX VICINITY MAP GENERAL NOTES 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. _ TITLE SHEET 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. _ CONSTRUCTION PLAN L3 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. _ 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION„ PUBLIC LIABILITY AND PROPERTY IRRIGATION PLAN L-4 STATE ROUTE 210 DAMAGE INSURANCE AS REQUIRED BY LAW. IRRIGATION DETAILS L-5 5, CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT _ 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. PLANTING PLAN CITY OF OUCH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL - 67 R DETAILS RANCHO RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. PLANTING NS L-8 IRRIGATION SPECIFICATIO 7• WALL FOOTINGS AND REINFORCING SHALCUCAMONGA L NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS _ HAVE BEEN APPROVED BY THE CITY ENGINEER. IRRIGATION SPECIFICATIONS 1 0 IRRIGATION SPECIFICATIONS 8• SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT - wM Mw WIDE FLAT AREA AT THE TOE OF SLOPE. CONSTRUCTION & PLANTING SPECIFICATIONS L-11 z (JF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT FOOTHILL BOULEVARD �• UPON COMPLETION O ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS} SHALL COMMENCE. SAID MAINTENANCE SHALL - FLOWER COLOR EE ROOT BALLS WHICH SETTLE BELOW CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, OVERALL PLANT HEALTH, WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, FOR (PROPER CARE ANDGUPKEEPG MAINTENANCE ALSO INCLUDES ALL > GRADE FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. ARROW UT 10- APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA. T L BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS !' £3" WIDE X 6" DEEP CONCRETE HEADERS HEADERS BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - �3 WIDE X 6;,'„DEEP CONCRETEDEEP S HEADERS BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6 WIDE X BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6” WIDE X 6" DEEP CONCRETE HEADERS SHALL 13, MEANDERING SIDEWALK , LAYOUT WHERE SHOWN, IS CONCEPTUAL ONLY, APPROVAL OF THE FINAL SIDEWALKLAYOUT OAND PROJECT TBE D PLANNER, IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKSINSPECTOR PRIOR TO FINAL CONSTRUCTION. CONSULTANTS 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER TNPFOSL®WING CRITERIA: I ILIT I p PLANT IN ACCORDANCE WITH CITY STANDARDMAINTENANCETHE COMMENCEMENT of ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. PRIOR TO ANY UNUSUAL USUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITYCIVIL ENGINEER" AL GEOTECHNOLOGY • • INSPECTOR. ENGINEERING DIVISION. j • ENVIRONMENT ® ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE j j TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. Shelby3311 E. 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CA 91764-4872u .......... ......:. Ontar' q:. !?? ...s . vii " Santa: (gog) 941-0891 Fe Springs., CA 90670 -1982 phone: (909) 980 (562) 945-0689 Fax i:.. OF t LIMIT -0364 Fax. 2) 945 CITY MAINTAINED AREA ®�.•••'"� ;IEV ' HILI - 7T5+ ,/ —. –_– -- --------- -------------------- + is/''• _________ F—i ......... _n_–___ .• l� , .................................................... ........................................... - s r^ M wr x;-es:m,m,nem::�:+?:m:MI!;mrn.m:;n:w.er;ir.....::..::....:....•:....:. ,.. LIMIT OF WORK ... LIT OF WORK 1'rope ..Line ,>... 6 ."lA?IIBN.. ;..:::<•: ,:.... ...:::,r.:::::.:;:.:.:.>.:;::.:::.:::::;>::::is^...;.;... .:.::: .. ......:...........:::::::::.. .;:ri::::':a;r:;:;::;;: :':':95:'•i:3'`i's3:::.:;::::i::ii::ii fiiiiiii:;:r:•a:>:;;:•;>::r;r.:::::::::::::::::. ::. ..:........ LANDSCAPE QUANTITIES13CA Property Line OFNON-TURFAREAO'TO TA L Q li.......,.....,,. •F. .._a. a 11356 .iii:',•';:;;::i::i::i::::;•:ir.:•::i:;:Yi;:iiii;YY:iiii:° ii .................... ... ..,....,.. ........;i%'' . • APE AREA TOTAL S.F. OF HARDSC CITY MAINTAINED AREA . .E w -__®, W ---------- - -------------------- , TOTAL S.F. OF OF ALL AREA CITY EVISION DATE — A DESCRIPTION of -^ _ ® R APPROVED TOTAL ACRES :.. 7,77 M IL I uNU ..:.::.:._::.::::;..:..:::.r::::::::::.:::::.. Property Lute 'HOUTY OF RANu .... ........ . ........ .13 ACRES I'l........... .:.. -- - !T.*41tFkF �AMx4PA1T .. -FOOTHILL BLVD. - _ ..... :.r- ..... �:. .::..:. .......... .. L STREET TREES Lag,..:..d...:....,. estoe i indica ' s o e' •- r a -7 Total U M I A L E% R"' "EU AN Duu VtA FUUTnILL C AVENUE 0 60 120 240 E/U Ku 1 1Ee%TEr0% DATE APPROVED BY . ,r _ � ,► R.C.E. 42156 SCALE: I — 60.0 CITY ENGINEE DESIGN MERAILD30 N.Harborlvd,Suite 222 RECO M DED Fullerton,California 92832 L.Y. Tel: (714)680-0417 DRAWN Far. (714)871-5197 SHEE D a E OS 4' a Q E ' : des-1a@pacbell.net Underground Service Alert BENCH MARK L.Y. - OF 12 OR r® TEMPORARY BENCHMARK - CITY OF CHECKED DRAWING o. ® — Z '; RANCHO CUCAMONGA :.. ,} AUGUST 2ao� RLA No.: 3o9t3 1 IRON PIPE IN AC PAVEMENT AT THE6�m�ilillill OF CENTERLINE INTERSECTIOA DSCA A , C C L A A S FOOTHILL BOULEVARD MEDI N 3 B N OF FOOTHILL C.S. pa-�-E• FILE No.: BOULEVARD AND ROCHESTER AVENUE PROJECT SHEET NO. 227-2600 ELEVATION: 1207.36 (ft) TWO WORKING DAYS BEFORE YOU DIG • r®'acts Footchester Streetscape LMD TS.dwg Mar 10, 200£3 — 4:04pm Lisa F71i®• (,• 77-timPnts and Settings Lisa Desktop p J Will!11 UARUMUAD ....................... X,... . ........... ...... ............ ............. ... .................. ....... ........ .. .. ..... :x . ........ ......... ......... .......................... . .... . ...................... . ....... ...... ................. ......... X, ........... ... ... .... .... .. ....... ....... ......... .......... ........ ......... ... . . .. .. .. . ... . ..... ..... .......... ............... ............... ....... .......... .......... .................... .......... ........... r_'i . . . . ... Sheet 3 for Enlar Lement See ?,)Oaf .......... A 4 3 ::x. ------------ 80 + _ r J \."w --------- ------ -------------------------- 78 + 00 2 ------------------------ ---------------- ------------------- X T 011 757717Z YX ------------------------ ---------------- ---- Al XX .............. =J 1071-611 501-211 4 2 2 -611 221-611 2 % ji 45 4�51-4 ........... 'X` 2 4 52v-2v' ......... X. X. X ... ...... ........... .................. .........- ........................ ............... .............. .......... ........... X� -11..,.,-."�ll,",.�,��'.1�l.-�,.-".."�".�,':.�.,.,.�-,:*.",.�.".�-,-,-,,�l.-�1--l-I.-IlI.",.", ........... .... .. ........... ......... .............. ...................... ..................... ........... ............... ............ ....... .. fum, ............ I ...... I...... ...:�.,...1-,.._ '.;"�............ V ........... .. ..... _X .............................. ....... ......... ............ F: .......... U a a ..........j, ........... ...—.....�.: ;.:, ..... ......... ........... ............... ...... . ........ 41 .kJV;L twx UZKLU� 7:i *-i*ii:i .............. ww- ............ ...... CuMtruculun Legq--.;nd. U011strul(.%0�111,1ull NOU'So. TSTREET PAVING-SEE STREET IMPROVEMENT PLAM gwmg constructi Contractor to ve*site conditions prior to be i i on.All discrepancies shall PAVERS IN HERRINGBONE PATTERN WITH COLORED CONCRETE BANDING.MATCH EXISTING and the Landscape Architect. be brought to the attention Of the City MEDIAN TERRA COTTA COLOR.BY DAVIS COLOR(800)356-4848 OR EQUAL SEE DETAIL'B', SHEET 3. 2. See grading plans for vertical control. 8'-0"TALL BATTERED RIVER ROCK PILASTER WITH cusTOM ROUTE 66 CONCRETE CAS 11, onsible for making him/herself familiar with all underground SEE DETAIL'A',SHEET3.CONTRACTOR TO PROVIDE SHOP DRAWING. 3. Contractor shall be resp utilities,pipes and structures.Contractor shall take sole responsibility for cost incurred due MEDIAN CURB PER CIVIL ENGINEER'S STREET IMPROVEMENT PLAN. to dam"age and replacement of said utilities. CONCRETE BOLLARD AND CABLE BARRIER-SEE DETAIL'C,SHEET 3 AND ON-SITE PLAN. 4. Contractor shall not wiliffilly proceed with construcdon as designed when it is obvious that unknown obstructions and/or grade differences exist that may not have been known during design.Such conditions shall be immediately brought to the attention of the City and the Landscape Architect.The contractor shall assume full responsibility for all necessary failure to give such notification. revisions diie to a ordinating with other sub-contractors as require d shaU be responsible for any co 5. Contractor ......... accomplish construction operations to ............ smooth gradients to reduce dips,abrupt 6. Concrete surfaces shall be formed with long, changes and sharp transitions. ............... have a continuous smooth r fn erboards,and walls shall ............... 7. All curvilinear walks�curbs,head applic curve where able.All forms must be inspected and approved prior to egmning ^101 subsequent work. plans). (Unless otherwise delineated on Install expansion joints at 101 O.C.and at comers 8. 9. Contra im areas as required. ctor shall coordinate' gation sleeve locations under paved Refer to imigation plans. P-4 P4 d grades and/or elevations,the design 10. in the field,scaled dimensions conflict with state @4 elevation shall take precedence. X4 RM v 11. Prior to placing concrete,the Contractor shall sufficiently moisten t e subgrade and -------------------- ---------- ---------- ------------------------- X-I provide ------------------------ -------------- ----- - subgrade preparation per tile soils report ---------- orm to governing codes and ordinances. 12. All construction shall conf U 13. Wall dimensions apply to face of first course or at finish grade. als,finishes,and gradients is the or materi 14, Compliance with ADA Accessibility Standards f .. . ...... ibility of the contractor standards apply. respons, where such 15. The contractor is to comply with all local codes and ordinances Landscape Architect 48 hours prior to r is to notify the Citys Representative and .. 16. Contracto -pour"inspection of all concrete forms. ..... pouring concrete for a"pre CITY 6 F DATE DESC RIPTION OF REVISION en .......... ... .......... ............. ............. N A ....... 0 CUCAM' CITY OF RANCri .................. ..... ......... .......... ......... ........... " ONSTRUCTION PLAN V ... ..................... .......... FOOTIAILL BOULEVARD MEDI AN Et-% W-ft 1 0 1 N /U mrx-MOCHO ESTER AVENUE B DATE4_i� CITY ENGINEE R.C.E. 42156 O-K DESIGN EMERAILD30 Harbor Blvd,Suite 222 RECO L.Y. Fullerton,Califomia 92832 Tel: (714)680-0417 0 20 40 80 _J BENCH MARK DRAWN Fax: (71"871-5197 SHEET Be If) unuerground Service Alert 1111111111 Iloilo" D 0 E 0 S o 1 0 G 0 N Email: eMdeS-la@pacbeU.net ORE TEMPORARY BENCHMARK CITY OF L.Y. L-2 OF CM Call: TOLL FREE DRAWING No. 1" IRON PIPE IN AC PAVEMENT AT THE SCALE: 1 AUGUST 2008 f2a�6—Z 1-800 CENTERLINE INTERSECTION OF FOOTHILL C.S.L. PATE: - F1 LE o.: — B R AVENUE 227-2600 ELEVATION: 1207.36 (ft) PROJECT SHEET NO. OF TWO WORKING DA DIG - J treetscape L--D\HS4.dwg Mar 10, 2008 4: 08pm Lisa File: C: \Documents and Settings Clsa\ esktop\pro'ects\Footches e \S 4}' 21-011 1 LEGEND Precast Concrete Cap X. 4 I 1-2" 1 Precast Concrete Cap-#Q E24PC By Quicl�crete 244 (909)737-6240.Color to be C-1,T-2 Finish. — 1-1/2" << 2 Q Custom Concrete Cast-Route 66 Classic Roadway Sign. Sign to be installed at same angle as Pilaster Veneer with 1-1/2" relief from face of River Rock and shall be approximately 18"Wx18"H ROUTE Custom Concrete Fast •�: . • :;�. by Quickcrete.Contact:Linney Smith(951)741-5269.Sign Installation per . q Contractor Shop Drawings.Color to be C9`Mission White'. ter.<:;:• :. :< (3 Battered Stone Pilaster to be constructed from 16x�3x16 Column t block with River Rock Veneer,Provide 12:1 Battered on all 4 sides. Install masonry ties as required.Larger stones at bottom graduating to smaller ¢4-044 <`< a "`` $ stone at top.River Rocks to be 1.5 cu/ft.max.and -cu/ft.min. ,A • � d Concrete Base;4' S .w/1/2"R edges at all sides.Color to be U4 Colors q °-0°' � , #5234"Summer Beige"by L.M. Scofield.Light Broom Finish.Provide Ri X. ver Rock Natural 7 tooled control joizzt 16"o.c. Mone Finish ® (�5 Adj.Paving with Exp.Joints it Slope to Concrete Footing Drain • ' 6„ Concrete Batted Build-out as Required Finish + 4 a: Surface �- N8 #4 Rebar Wrap(cc,)Top,Middle and Bottom 4P .*' ,.. :.h+ ° t'5 y{,`••,.„`�:+;..{``.,t.;� 9. 4 #3 Vertical Rebar @ Each comer Concrete ase ( ) � III � • , °.� _ —_ 4 _ .ISI I _=1 . '�• •�° • Q I�(I I 1=1 I I NOTE: L VE C SHALL E AL R I— NATIVE FIELDSTONE. MANUFACTURED R I I = — _ _ _— I—I I 1=1 =III—III III=III—III I — —III=III=III III—III— ROCK.I NOT PERMITTED. :I I L-III=1 1=1 I I—III- P1 I—_I-1 11=1 11=1 1=1 11=1 I— :I I I-1 11=1 I-1 11=1 I I-1 I I—�I—III—III—III—I I—III—I =1 I I—III—III=1 I I=1 i 1=i i I—I►I—I i I—I►I—I i I—i i I—I i I— I�►=�►►=1�►=►►►=1�1—Imo►-1►►=►►1=►0►—��►—►►1—►►►=►►► Scale: 1/2” = F-0" .01 vrk rill ' Ut-if-iter Artwrx A IL a Y1 aa Expansion Joint 11 o' Concrete A. ace av arri bane Pattern avers ing a or Planter Area MedianCurb ®Q ¢ ' . a4. HorizontalRebar .1 r b.�• 4 n 4 •� d • t` f a - - _ ^_��I,=1 I•I~ IYI I�ISI-1 11=1�'I I=1,I 1-I I I=1 I I III• III-1 I L-I I L-I 11=1 I I-1 I I-1 I ISI I I-1 I I-1 I I� I�I I_I I I_I 11 _ ►►►_►►► III—I►1=1 I►=1 I►=►II—►I I—III—�I�—►►I—III—►I►—►I I—I I►—►►►—►►►—►►I—►I_►I►_►►I_I I I_I % Com II—I►I—III—I►I�I I—I►I—I►1=1�1=1►1=1 11=1►1=1►1=1�1=1►�=1►1=1�1=1►11=1 11=1 11=�11= -I _ = 1=1►1=1 I I—I►I—I 11=III—I 11=1 11=�►1=1►1=1►1=1 1=1 1=1 1=1►1=1►1=1►1=1 I I 101=1 1=1►I-� Graded a_ I I=— 1=1 11=1 11=1 11=1 I 1= .=1 11=1 I I—III—Tim►I—III—�s I—ITI—ITI=1 i 1=1 i 1=1�1=1�1=TI-1►=1 i 1=1 O 1=1 I—ITI-1 i= - -1 I I-1 I I=1 I I-III-1 I L—I►1=1 I I-1 11=1 I I—�►1=1►1=1 11=1 11=1►1=1 11 i 1==— 1 /o Compacted Subgrade ISI I ISI I�—III—III—III—I I I�I I=III—III—��I—I►I—III—I 11=1�1=�01=1►1=1►1=1►1=1�1=1►I—I►�—I I _- -1 11=1 I I-III=1►1=1 11=1►I—I 11=1 S I—I►1=1�1=ITI=1►1=1►1=1 11=ITI=ITI=1 i 1=ITI=III=1►I=III=ITI=ITI—► I-=III_III-III-III=III=1 S I�Ti-1►1-1►1=TI-1 11-;ITI--III-III-1►1-1►I-1►1-1►1-1 S 1-1 S 1-ITI-ITI-1 I I- N.T.S. ct -10th Prave-l"N" nt-%r---%W Ban ' w* B- 12 2'-0'' ® l yp• A ®4-0}} —i011 ; G.T 2 tl 1 4 P 1 l Lr ? T Typ- �_—_---I-------------_------ 77 R 1211? Typ }—l4P ?— 1I L21—( L6 eaa}B a } 11 }-011 5 —015 , 30;-O" - e0,� Scale: 1,� �- 10' •" Bollard A—IB, #T-2 Texture, Color to be White. al By Quickcrete,(951) 737-6240. 1-Alard andaff ie I V 11c 1/2" Dia. Stainless Steel Fable. Fable to have a maximum.4" D- Bkj k-,ab I :1r P' an /-%w Ballard# R-1B, #T-2 Texture, eflectiom(or Sag)between bollards spans. Contractor to -�. Color to be White. 5 : <Q 7 provide approximately sized inset sleeve o all bollards. 4" ®•' � DESCRIPTION OF REVISION DATE CST Provide 1-3/4f1 wide x 3/4" deep counters i o outer side of UICKC APPROVED en44 lu MU d bollard. 1- /4" (951) 737-6240 " -&Am mr%Nt %A i CITY O%F RANCHO C11 End Situation: Contractor to Terminate the Cable Ends with Surface °�.,� 1 1-0-14_644 6 ount' ide a Thread` Top at Cable System and(2) 1-1/2" Stainless �-'" 4 ftus I Steel Washer. Cable, Washer and Top at System Available through +/- 15'-0" SECTIONT 0 " C`10N DEw01mmA1L%0"3"0 N Precision Cable and Swaging(800) 321-3484, Ask for Tom Dugan. +/- 151-011 Sleeve(Typ.) INS 43 Rebar @ 24" O.C. Both wast'for Concrete wider than 48" 3UL MEFDMAN 5 1 2r-%e-% t -'0-E0mw& AVEN' 1E FkAliTHILI. BOm " EVAR[m) (2) 1/2" Dia. x 6" Long Stainless Steel Anchor Bolt Embedded 1 2 - E/O KuCHwwmS I K U in 2" Dia. x 5" Deep Grout Pocket. E Eck, 3 APPROVED BY DAT Deepen Footing only at Bollard as Shown. See Plan for Vocation 21-611 E . CITY ENGINEER R.C.E. 4215 4► i Around the Bollard. Cut Paver to Fit 305 N. r Blvd,Suite 222 REC DED 7 Ballard Set on 1 Mortar ed. Cu FINISH DESIGN ullerton,Ca` o ia232 Provide Adhesive per Manufacturer Specification. E L.Y.Y, Tel: (714)680-0417 MINOR 111� " .= 1'_ " DRAWN Fax: (714)871-5197Underground Service Alert BENCH MARK SHE Scale. 1/2 L.Y. e E 0 S a' o G 0 N Email: des-1 ll.net ® OF e®E ®G TEMPORARY BENCHMARK — CITY OF ELEVATION _...o I® RANCHO CUCAM ONGA CHECKED DRAWING N®. AT THE AUGUST 2Q0 RLA No.: 30913 ca 1 IRON PIPE IN AC PAVEMENTA Boll B aff 1 CENTERLINd ab I E E INTERSECTION OF FOOTHILL C.S•L. pA-�; FILE Na.: — BOULEVARD AND ROCHESTER AVENUE PROJECT SHEET NO. ®F 227-2600 ELEVATION: 1207.36 (ft) TWO WORKING DAYS BEFORE YOU DIG • to ra°acts Footchester Mar 104 2003 — 4; 1 Qpm Lisa Streetscape LMD HS4.dwg nnri �Pttinas Losa Desk P P a Jim 4Wan Gomm" -M an 4==�am 4W ......... ............... it ...........4M It...... .......... .......... .......... wwwo� 7.................................. ...........I .... ......t .. ......... ................... ............... ............. .................... ...... ........... .......2"....... ....... ...... ..... .............. ....... II................. ttIVD. ..... .... . . .. ...IN3/411r it3/4 �f 4+ 0 3/4".3 74'-V T 7 8 ---------------------- 3 3 77 3/4" ------------=a::;:. 'A ------------------ 3/4 3,3/4' 480,4 Highest-lea d 208.0 3/4" 11ON C INT OF CONNE.000 FORNEDIANONLY ------------------------- ---------7 IA-2 10.1.4............................. .......... It 480../395,0 ......I ........... ......tI.......... ........ ......... ..........III............ ------. ......... I........ ...................... ...................... ...... ........................ ................ ......... II.......... I............ ................. ......................... .............. ............ I... ............................................................................................................ .................... ........... ............. ......I........................................ ..........7771. ...... ....... ..............*.=mom i� . ....... MEMMMMOM No am commomm No on On WROMEMM on no an=an ammonnow an an k1mmomomp am on,... .. .. ..........L ...................no ONNEUBMEEM�m awilmomm an no M=.==. ......................... ......... . ..... P.O.C.- MEDIAN ONLY -W d CITY OF RANCHO CUCAMONGA IRRY G"ATION NO"ITES IRRIGATION DEDICATED RECLAIMED PRESSURE CALCULATION FORM 1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CVWD,IS REQUIRED AT ALL POINTS OF SYMBOL MANUF. MODEL# DESCRIPTION PSI GPM RAD WATER Size-, I" COST FOR THE -Mounted Automatic Controller 'Verify Imr.% -C location9 static 'PISI2 and Water Meter Low: 83.0 PSI CONNECTION, THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL TACTTHE Calsense ET2000-8-LR/RR,,v/TP1, 8-Station Pedestal Static Pressure High: 98.0 PSI INSTALLAT10N OF A NEW METER, INCLUDING HOT TAP AND SERVICE LINE. CON TP I I 0&LRIRR-Dome -Size Noted main line and meter sizes 'in flie field. Source Information Rgmond.. at CVWD CUCAMONGA VALLEY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. Phone Number 909-987-2591 Strongbox MPS-16A-IOK&SB-16SS Controller Enclosure with one controller 8.d-% ormation 1/13/06 Y A PRESSURE static -117-1ressure: 9 0 Date of Inf - 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED B REGULATOR(IF REQUIRED),FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW Per Local Water Agency,Cucamonga V Water Meter(by Others)-Includes Hot Tap CVVvTID- Rayrnond 1/13/10%6 H.G.L. Mean Elevation 0 (Required if static pressure unknown) METER,FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL Water District(CVWD)909-987-2591 Il- 1206.50 MANUFACTURERS'RECOMMENDATIONS I" Pressure Regulator-Set at 85.0 PSI This sytem is designed for 65.01PSI Water Meter Elevation EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, ON SITE BY A Wilkens 500 Series a flow of 1 U0.4 GPM@ Sta. A-2 - x .433 AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED with a maximum Remote Control Valve A-2 - Size 1-1/211 REPRESENTATIVE OF THE CITY. ITHIN A COAST GUARDSHACK CGS-1 Febco 825-Y-BV I'I Reduce Pressure Type Backflow Preventer&Ball Valve-Maxiinurn Demand 10.4 G.P.M. 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED W Elevation of Hightest Head 1208.08 (SIZE I THROUGH 6) STAINLESS STEEL ENCLOSURE WITH LOCK,AND SHALL BE INSTALLED PARALLEL Coast Guardshack CGS-I Backfiow Cover-Stainless steel,hinged models. Qty. Size Item. P.S.I. Loss TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. PAVED AREAS ARE FOR w/lock 4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC. SHOWN WITHIN ER POSSIBLE. FM-1B I" Flow Meter Water Meter .80 DESIGN CLARIFICATION ONLY AND SHALL BE IN Not Shown Calsense Pressure Regulator 6,0 AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK, V Master Valve-Electric Diaphragni Globe Valve- R.P. Backflow Device 10.0 HTECTURAL FEATURES. Superior 3100 1 UTILITY LINES AND EQUIPMENT AND ARCF Normally Open Flow Meter .19 PLANS AT THE SITE Master Valve 5.1 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON Nibco T-585-70-66 Line-sized Gate Valve 1-1/411 Gate Valves(s) - PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR 142' 1-1/4V? Mam Line .89 DIRECTION IMMEDIATELY TO THE CITY. Rainbird EFB-CP-PRS-D Globe Configuration oted,Carson Valve Box 1-1/211 R.C.V. Assembly .74 Electric Remote Control Valve-Sized N Ill Lateral Line L5 6, THE CONTRACTOR SHALL FAMILIARlZE,HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, or Equal. 64' 3/411 Lateral Line 5.6 PIPES AND STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, 109, 3.1 Rainbird 33 DNP ler Valve-Use Valve Boxes for all Locations Fittings Loss (100//O' 1.0 AT NO COST TO THE CITY,FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. 3/4 Quick Coup Elevation Change 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM 1812-12Q-PCS-020 Quarter Circle (90')Spray Head 30 0.2 Y 34.92 COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS�l WALLS�,ETC. THIS SHALL INCLUDE L Rambird Total System Losses: 30.00 THE SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL Rambird 1812-JOH-PCS-020 Half Circle(I 8 00)Spray Head 30 0.2 31 Pressure to Operate Head: SPRINKLER HEADS AT INITIAL CONSTRUCTION. _k 0.3 41 Total Pressure Required: 64.92 WITH Rainbird 1812-511 Half Circle(180') Spray Head 30 02 51 Lowest Static Pressure Available: 83.00 8. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS,TREES,ETC.)INTERFERE 1812-5H-MPR Half Circle(180') Spray Head 30 81 Pre-Set Regulated Pressure(if required) THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS To PREVENT PROPER COVERAGE,THE 1812-811 Half Circle(180')Spray Head 30 0.52 Residual Water Pressure: 18.08 IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A 30 0,79 10,KLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO 1812-IOH Half Circle(180') Spray Head QUARTER CIRCLE OR HALF CIRCLE SPRIN COST TO THE City Required Residual Water Pressure: 15-20 PROVIDE PROPER COVERAGE, ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL Rainbird 1812-12Q Quarter Circle(900) Spray Head 30 0.65 12' CITY, 30 1.3 IT It 1812-12H Half Circle(1800)Spray Head 9. INSTALL FOUR(4) SPARE ORANGE WIRES ALONGTHE ENTIRE LENGTH OF THE MAINLINE TO THE 30 0.3 12' FARTHEST REMOTE CONTROL VALVE(RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE Rambird 1812-12 VAN Variable Arc Nozzle Spray Head(450 SURE FOR IRRIGATIONWIRING. V L TERMINAL STRIPS IN ENCLO Quarter Circle(900 Spray Head 30 0.93 15 Ranibird 1812-15Q IPER WEEK(TURF)AND 2 MAXIMUM OF 3 INCHES OF WATER 5 15 IRRIGATION SYSTEM IS BASE UPON A 1800 Spray Head 30 1.8 10. GHT/5 DAYS A 1812-15H Half Circle(GROUNDCOVERJSHRUB S)APPLIED FOR 8 HOURS A NI INCHES OF WATER PER WEEK R CONTROLLER SHALL WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY ONE VALVE PE OPERATE AT A TIME, ING PRESSURE AS SHOWN AT EACH POINT Note: All spi-,Iy heads to have SAM-PRS(Scal-A-Matic)built-in check I 1, THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERAT E IS AS SPECIFIED. THE valves in pop-tip bodies.OF CONNECTION, THE MAXIMUM DEMAND OF GALLONS PER MINUT IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION, ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. Schedule 40 PVC.Pipe Mainline-Size Noted Min. 18"Depth 12. AUTOMATIC CONTROLLER TO BE CALSENSE ET2000-8-LRIRR.,W/TPI,TPI 10 AND LR/RR DOME Sch. 40 PVC Pipe Lateral Lme-Sizes Noted. IN WITHIN A STRONGBOX CONTROLLER ENCLOSURE, SB-16SS WITH CALSENSE OPTION(ONE CONTROLLER)OR SB-22SS WITH CALSENSE OPTION (TWO CONTROLLERS)AND SEPARATE CITY METERED ENCLOSURE, MPS-A16-10K. ANTENNA PORT INSTALLATION TO BE PROVIDED BY THE CITY. Schedule 40 PVC Pipe Sleeve-Sizes Noted or shall be two sizes larger if not noted. DESCRIPTION OF REVISION DATE THE CONTRACTOR SHALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE. SYSTEM SHALL BE OPERATIONAL PR10R TO THE CITY'S ACCEPTANCE,ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. Control Valve Information CITY OF RANCHO CUOCAMOkl,4'fG0A 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE Station Number RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE,, COORDINATE AND PAID FOR BY THE DEVELOPER Gallons per Minute IRRIGATION' PLAN E OF THE AREA TO BE 0 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRAD 0 IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. Square Footage FOOTHILL BOULEVARD MEDIAN LL BE INSTALLED SO THAT THE TOP OF THE Valve Size ff I 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHA E/(01.) ROCHESTER AVENUE SPRINKLER HEAD IS 1/4q' ABOVE FINISHED GRADE, N DATE CITY ENGINEE R.C.E. 42156 DESIGN A4E1JA]L 5 N.Harbor Blvd,Suite Fullerton,Califomia 92832 80 L.Y. Tel: (714)680-0417 0 20 40 DRAWN Fax: (714)871-5197 SHEET Underground Service Alert BENCH MARK -_ D o E o S o I 0 G N Eroafl: emdeS-la@paCbell.nCt ORE TEMPORARY BENCHMARK CITY OF I iii:iilllilililiii:iiiiiiiiiiim L.Y. L-4 OF 12 cc= Call: TOLL FREE SCALE: I" 20'-011 AUGUST 2008 DRAWING No. 1" IRON PIPE IN AC PAVEMENT AT THE C.S.L. DATE: FILE No.: -1-80%0 CENTERLINE INTERSECTION OF FOOTHILL OEM= FOOTHILI--j BOULEVAR lma= PROJECT SHEET NO. OF 227-2600 ELEVATION: 1207.36 (ft) INS TWO WORKING DAYS BEFORE YOU DIG N 10, 2008 - 4:1 1 prn Lisa File:- C;._\D_oc�_M d Settings esktop projects\Footche reetsca eNLIVID IRR5.dwg Mar TO -ANGLE PIPE ENCLOSURE MODEL PER BACKFLOW PREVENTER, SPECIFIEDSPRINKLER DEPTH WITH 45 0 METERED ENCLOSURE ELLSTO STRONG BOX MODEL NO. IRRIGATION LEGEND ASSEMBLY MPS�-SERI < FRONT VIEW 17 ES 0 w SCH 40 PVC MALE ADAPTOR NIPPLE-TYPICAL Of 11777- 1 NOTE: < "SNAP-TITE"WATERPROOF METER TO FACE STREET "SNAP-TITE"WATERPROOF (4)PLACES z SCH 80 PVC UNION uy CONNECTORS OR EQUAL CONNECTOR OR EQUAL ---®- ----- - -- PIPE SUPPORT PER CVWD < < PVC NIPPLE ELECTRIC CONTROL VALVE WITH WHITE Uj LU STD.DWG.305. Ca ROUND PLASTIC VALVE BOX& w PRESSURE REGULATOR WIRE SERVICE LOOP(LOOP BLUE I- < ------ BRASS WYE EU z COVER ETCHED"IRRIGATION GATE" NOTE: ENOUGH WIRE TO EXTEND WIRE z PLASTIC VALVE BOX AND LOCKING ENCLOSURE TO BE GROUNDED PER BUNDLE 6"ABOVE GRADE) (CARSON OR EQUAL) U) 3: STRAINER WITH NIPPLE 0 < COVER(CARSON OR EQUAL), LOCAL CODE. 60 MESH EU I (9 z CO z MARKED WITH"IRRIGATION RCW SPLICE BOX COVER WITH RED MODEL SCREE 6"THICK X 12"WIDE FINISH GRADE AND ETCHED WITH CONTROLLER z w LOCKING TOP ETCHED S.B. BLACK WATERPROOF ALL WIRE PRESSURE CONCRETE PAD(LENGTH < AND VALVE SEQUENCE REGULATOR CONNECTIONS VARIES PER SIZE/ a- FINISH IRRIGATION CONTROLLER SEE LEGEND -*--PIPE SUPPORT MANUFACTURER)SLOPE TO z 6"MIN. FINISH GRADE GRADE PER CVVVD PIG TAIL EXPANSION FOR MAKE AND < CD AT GRADE IN LAWN AREAS STD,DWG.305� ;M DRAIN AT MINIMUM 2% I : III 3'X 3 X 6"CONCRETE LOOP(MIN.24"LONG) MODEL NO. BALL VALVE-1 1/2"OR SMALLER WITH FOOTING INSTALL A MINIMUM PLASTIC VALVE BOX(CARSON OR FINISH GRADE STAINLESS STEEL HANDLE OF 3"ABOVE GRADE AND 3"IN PLANTER BEDS EQUAL)WITH PLASTIC INTEGRATED 12"1 LOCKING LID.PLACE AT GRADE IN UNION z SIDEWALK -.4:4 SLOPE TOP TO DRAIN AT 111 AL1= IIISID MINIMUM OF 2%. RESILIENT WEDGE-2"OR LARGER WITH TURF AREAS AND 3"ABOVE IN PVC SLEEVE 2"OP ERATI NG NUT REQUIRED FOR PLANT BED. GATE VALVE LI /-120VOLT WIRE INRIGID STEEL PIPE THROUGH PIG TAIL EXPANSION I ISI 11=I 11= Ill-III-III-i 1 1 IF-=- = EPDXY COATED CONCRETE PAD .. CONDUIT(PER LOCAL CODE) LOOP(MIN.24"LONG) :2� I-MI�- VALVE ICAL �5; IRRIGATION CONTROLLER NIPPLE-TYP I S-�-PIG TAIL EXPANSION ENCLOSURE z I F-I I IE )III SCOTCH LOK EPDXY FILLED FROM WATER SOURCE (2)PLACES co 1 3" LOOP(MIN.24"LONG) 12"X 18"GREEN PLASTIC METER L z 12DVOLT WRE INRIGID STEEL-/ 90SWEEPEL BOX.CARSON OR EQUAL CONNECTORS FOR ALL FLOW WHITE CONDUIT(PER LOCAL CODE) (TYP-) SENSOR WIRE CONNECTIONS. (COMMON) SCH 40 PVC MALE BRASS ANGLE 1=1 1 '911-1 90%COMPACTION TO POWER SIDE OF ENCLOSURE ADAPTOR 3:_ ( III- INSTALL SCOTCH LOKS REQUIRED FLOW VALVE W/UNION IMMEDIATELY AFTER INSTALLING FLOW METER. BLUE =1 L I-.-.L L 20" -A IH - co 3/4"WASHED OW J I 1=1 I 1=1 WIRES -11 1=�I 1 17, % TO METER z - CRUSHED AGGREGATE SIDE VIEW RED �-LINE TO SYSTEMS :F .-0 SCH 80 PVC NIPPLE A MASTER CONTROL BLACK 93 C7*0-c� VALVE "",�-ELBOW I I 1=1 1. -III1*101*1�lr *91., SCH 80 PVC UNION RIGID PIPE AND RELATED FITTINGS SHALL BE PER ELECTRIC METER PER SCE 3f4"WASHED CRUSHED CUCAMONGA VALLEY WATER DISTRICT STANDARDS. TYPICAL(4)PLACES I I P.Ej I=E CONTROL&COMMON WIRES MAINLINE DIAMETER AGGREGATE TO BE CONTRACTOR SHALL VERIFY WITH CVVVD PRIOR TO d as SAME AS FLOW PLACED TO A DEPTH OF NOTES: CONSTRUCTION. 2 FLOW METER 6"IN FLOW METER AND - z METER SIZE �0 -III- 11-11 MASTER VALVE BOX. 1. INSTALL PER LOCAL CODES. 11 0QQB 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24"FROM ANY VOLT WIRES.TAPED AND MAINLINE DIAMETER STRUCTURES OR HARDSCAPING. BUNDLED AT 15 FT.INTERVALS SAME AS FLOW MINIMUM DISTANCE DOWNSTREAM OF El METERSIZE UNINTERRUPTED PIPE(5X DIAMETER 3. WHEN UNIT IS NEXT TO A STRUCTURE(IE.WALL,BUILDING,ETC) OF FLOW METER SIZE) 9 MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 3/4"WASHED CRUSHED BRASS NIPPLE 2 GU.FT.PEA GRAVEL 4. ORIENT UNIT PARALLEL TO STREET. AGGREGATE BASE SCH 80 PVC SXSXT TEE ---------- MINIMUM DISTANCE UPSTREAM OF 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. PRESSURE SUPPLY LINE FINISH r- s. &GROUND ROD I 1 2% UNINTERRUPTED PIPE(1 OX NOTES: 9 GRADE MIN. • 4j DIAMETER OF FLOW METER SIZE} C? NOTES:6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 0 2.INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING. 1. INSTALL CONTROL VALVES A MINIMUM OF 12"FROM STRUCTURES OR HARDSCAPING. Cq DISIMILAR METALS. EE : 1 1.4 3.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. -:;:i il 7. VALVE PER STD.518 REQUIRED BEFORE BACKFLOW PREVENTER 2"SCH 40 CONDUIT .1 1 1 1 LO 4.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. LO WHEN MAINLINE IS 3" M� OR LARGER. .......... NOTES' 10 FOR LIGHT WIRING 7 6 1. MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. ID 5.ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND C�l to 0 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. T 6 Z IN MULTIPLE FLOW METER/M.V.INSTALLATIONS MAXIMIZE THE DISTANCE 0 8. IF A PRESSURE REGULATOR IS REQUIRED,IT SHALL TO BE INSTALLED ON 7 VALVE NUMBER INSIDE VALVE BOX. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND CV THE INLET SIDE OF BACKFLOW LOOP. FROM THE"TEE"TO EACH FLOW METER TO MINIMIZE TURBULENCE. VALVE NUMBER TO WIRE INSIDE VALVE BOX. 9. INSTALL PIPE SUPPORTS ON BACKFLOW LARGER THAN 2". ------- 1�1 CITY OF RANCHO CUCAMONGA9 CALIFORNIA CITY OF RANCHO CUCAMONGA9 CALIFORNIA C) CITY OF RANCHO CUCAMONGA9 CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIF ORNIA CITY OF RANCHO CUBA MONGAs CALIFORNIA APPROVED BY: STANDARD PLAN CITY OF RANCHO CUCAMONGA9 CALIFORNIA APPROVEDBY: STANDARD PLAN o APPROVED L VALVE WITH STANDARD PLAN APPROVED BY; STANDARD PLAN APPROVED BY: STANDARD PLAN REMOTE CONTRO 0 (b APPROVED BY: STANDARD PLAN ISOLATION VALVE 0 METER ENCLOSURE w 24 VOLT SPLICE BOX REDUCED PRESSURE BACKFLOW 29 w 522 540 Uj co FLOW METER INSTALLATION w U) SHUT-OFF VALVE & UNION 520 0 UJI 3 or smaller 518 C, > w 516 U) PREVENTER - TYPE A 517-A W --- > CTIY INGINFER CITY ENGINEER DATE USE WITH STANDARD SPECT FICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEEF 1 OF 1 W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION sHEEr j OF I U) > --- > w DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEEr I OF I R.C.E. 24953 5;- -------- W CITY 13,�QINEER LU CIFY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SMET I OF I M R.C.E. 24953 R.C.E.R.C.E 24953 ------ w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SFIEET I OF I DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEEr 1 OF 1 W RCE 24953 R.C.E 24953 R.C.E. 24953 1 HARDSCAPING(SEE NOTE 4) POP-UP SPRAY HEAD BODY 6"-12"DIAMETER CLEAR SET TO 1/4"ABOVE FINISH GRADE OF SOIL. MULCH PER CITY :V STANDARD,TAPER FINISH SOIL GRADE AWAY FROM HEAD -IIIN/ ROUND PLASTIC VALVE BOX&COVER: STRUCTURE OR ....... TOP ENTRY ENCLOSUREIII I I -I ETCHED"QC"(CARSON OR EQUAL) HARDSCAPING .......... z ........ STRONG BOX MODEL NO. SB-SS-.SERIES LR/RR DOME ANTENNA FINISH GRADE :zzz'z"z'z,-z ....... .. ...... .....Z` "Z'z' OUTSIDE OF " ,v, Z" I II PORT LOCATED OU 6"MIN. BOX,INSTALLATION/LOCATION CALSENSE CONTROLLER IIIAT GRADE IN TURF AREAS BY CITY REPRESENTATIVE. MODEL NO.PER PLANS 8"MAX. VERIFY DIRECTION PRIOR IF 3"IN NON-TURF AREAS F1 COAXIAL CABLE -I TO TO MOUNTING ANTENNA CALSENSE HARNESS 17-71 N,/ v I :11 MIII-1 I CALSENSE TP1 10 CALSENSE TP-1-40III CLEAN BACKFILL SEE <=> 120 VOLT DUPLEX OUTLET(GFCI), BOARD REGARDLESS S.FOR MATERIAL. NON-SWITCHED,TO BE PLACED OF CONTROLLER SIZE. 90%COMPACTION REQUIRED > WITHIN IRRIGATION CONTROLLER ENCLOSURE ;III-III III- S I - �I I I I I- '1-1 I I= I I� ELIIII- PROVIDE 6"MIN.OF SAND 33 DNP QUICK NO OPEN ELECTRICAL WI RING SHALL BE IN CONTROLLER BEDDING AND BROODING COUPLING VALVE . . . . . WITH PURPLE MIN. COMMON/CONTROLV\nRES CLEAN BACKFILL-SEE . . . . . RUBBER CAP MOUNT AREA. Z= FINISH EEj GRADE 00 6"THICK CONCRETE SPECS.FOR MATERIAL. . . . .III . . . . . . . . . . . . . . . . . C\1 FOOT!NG INSTALL A MIN. x . . . I =1 T I ( 90%COMPACTION REQUIRED M - - - 11 . 111 - 1 - 1 - - OF 3"ABOVE GRADE AND . .. . . . . . . . . . . . . . . . . . STAINLESS STEEL SCH 80 PVC NIPPLE . . . . . . . . . . . . . . . . . . . . . . . SCREW CLAMP III (MINIMUM 2"LONG ) SLOPE TOP TO DRAIN AT 0 S MINIMUM(3)PLACES MINIMUM OF 2%. z III- z -11 2i NON-PRESSURE LATERAL LINE- CONTROL WIRE SLEEVE- 3/4"WASHED 3"SCH 40 CONDUIT FOR SCH.40 SNAKE PIPE IN SIZE PER PLAN INSTALL CRUSHED 6"LONG GOMMON/CONTROLWRES • SCH 80 NIPPLE SCH 40 PVC TRENCH ADJACENT TO PRESSURE AGGREGATE BASE TXT 900ELL . . . . . . . . . MARLEX 90 STREET ELL SUPPLY LINE 90"SWEEP EL . . . . ... . . . . . . . . . . . . . 120 VOLT W RE IN RI GI D STEEL L N1 IIII =1 1 CONDUIT(PER LOCAL CODE} (TYP-) ®IIIPRESSURE SUPPLY LINE: TO METER ENCLOSURE SCH.40/CL.315 SNAKE -1;��-PRESSURE SUPPLY LINE SCH 40 BRASS NIPPLE III I III- PIPE IN TRENCH SLEEVE-SIZE TWICE DIAMETER IIISUPPLY LINE 24"LONG "OUTDOOR TYPE"CONNECTIONS. TYP. MARLEX 90"ELL ALL CONNECTIONS SHALL BE WATER TIGHTIIII- I - R OF PRESSURE SCH 40 BRASS NIPPLE CONTROL WIRES-BUNDLE NON-PRESSURE ENCLOSURE MOUNT AND TAPE AT 15'OT AND NON-PRESSURE LATERAL LATERAL FITTING INSTALL ADJACENT TO LINE SLEEVE-SIZE TWICE PRESSURE SUPPLY LINE DIAMETER OF NON-PRESSURE NON-PRESSURE LATERAL LINE SCH 40 BRASS NOTES: III I III- PROVIDE 6"MIN.OF SAND LATERAL LINE 90 0 ELL 1.INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL CODES.LOCATION 6"TYP. NOTES: TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. BEDDING AND SHADING SCH 80 PVC go 0 SCH 40 BRASS 90 0 2.CONTROL WI RE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE OF REMOTE 1. ALL SLEEVES TO BE SCH 40 PVC. STREET ELL STREET ELL �2 CONTROL VALVES, 2.EXTEND ALL SLEEVES 12"BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 3.RUN FOUR EXTRA WIRES(COLOR:ORANGE}TO FARTHEST RCV ON EACH BRANCH OF THE MAINLINE FOR FUTURE USE.PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. 3.ROUTE SLEEVING AROUND HANDICAP RAMPS. PRESSURE SUPPLY #4 REBAR STAKE NOTE: 4,COMMON WIRE TO BE WHITE AND CONTROL W RE TO BE RED OR BLACK IN COLOR. 4.PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD.PLAN 120 LINE FITTING (24"LANG) 1.LOCATE HEAD 2"TO 6"FRAM WALKS,CURBS,HARDSCAPING, MOW STRIPS AND EDGES OF LAWN. 9 5.NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. (24"MIN.TO 36"MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). 2.USE TEFLON TAPE ON ALL MALE THREADS. 6.LRfRR DOME ANTENNA PORT TO BE LOCATED AND INSTALLED BY CITY REPRESENTATIVE TO NOTE: PRESSURE SUPPLY LINE LOCAL RADIO(LR).SYSTEM TO BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER 1.PIGTAIL AND LOOP CONTROL WIRE AT 90 0 CHANGES IN DIRECTION. 5.MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE SYSTEM PRIOR TO ACCEPTANCE. 6.USE MAXIMUM LENGTH OF PIPE PASSIBLE TO MINIMIZE JOINTS UNDER HOROSCOPE. COMPENSATING FEATUREAS PER THE IRRIGATION PLAN. 4.HEAD CONNECTION AT BOTTOM INLET ONLY. LO 7.ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 2.PRESSURE SUPPLY LINE:2 112"AND SMALLER 18"MIN.DEPTH 6 NOTE: 9) 8.CONTROLLER SHALL NOT BE CONTROLLED BY GFI OUTLET,IT IS TO BE W RED'HOT. 9 0 3"AND LARGER 24"MIN.DEPTH 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. Aq CALIFORNIA C> CITY OF RANCHO CUCAMONGA9 CALIFORNIA 9) C? CITY OF RANCHO CUCAMONGA5 CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONG 0 CITY OF RANCHO CUCAMONGA9 CALIFORNIA C. 1� '0 APPROVED BY: STANDARD PLAN APPROVED BY: STANDARD PLAN 1�1 APPROVED BY: STANDARD PLAN - APPROVED BY. STANDARD PLAN -APPROVED BY: STANDARD PLAN QUICK COUPLING VALVE POP-UP SHRUB SPRAY HEAD 0 TYPICAL SLEEVING 0 w 539 CONTROLLER ASSEMBLY 0 Uj 536 (0 w TYPICAL TRENCHING w 533 LI) > INSTALLATION - TYPE A 524 U) 532 U) - > W CITY ENGINEER DATE USE WrrH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CON STRUCTION SHEEr I OF I Iw > CIT`Y ENGINEER USE WITIH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEEr I OF 1 w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SBEEr I OF I KCE, 24953 > LU > CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITYENGINFER DATE USE W[TH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF I Cr R.C.E 24953 R.C.E, 24953 w SHEET I OF I R.C.E. 24953 a� R.C.E. 24953 J", e. ry ex, DESCRIPTION OF REVISION DATE CITY APPROVED C ITY (0)F RAN LAC H 0 C OU01 CAM 0 N(03"A'a IRRIGATION DETAILS FOAffu on ("THILL BOULEVARD MEDIAN E/O RuunESTER AVENUE APPROVED DATE CITY ENGINES R.C.E. 42156 DESIGN 00C, I)IIIIA05 N.Harbor Blvd,Suite 222 REDO NDED EMEPL� FuUffton,Califomia,92832 Underground Service Alert BENCH MARK L.Y. M&M Tel: (714)680-0417 F-V w of -AM- T/- ORE DRAWN qr Fax (714)871-5197 SHEET TEMPORARY BENCHMARK CITY OF D cl E 0 S 0 1 ®G 0 NEmaij: cmdes-la@pacbefl.net II® TOLL FREE RANCHO CUCAMONGA L.Y. L-5 0 F 12 X. 0 1" IRON PIPE IN AC PAVEMENT AT THE CENTERLINE INTERSECTION OF FOOTHILL CHECKED DRAWING No. BOULEVARD AND ROCHESTER AVENUE CSL. AUGUST 2008 RLA No.: 3age Q. DATE: FILE No.: - E BLUE I k1IL 227-1260 0 ELEVATION: 1207.36 (ft) TWO WORKING DAYS BEFORE YOU DIG PROJECT SHEET NO. 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CONTRACTOR SHALL NOTIFY T C C C O S C :=">'`i <I>.. >. PE IFI ATI N E RE P N IBLE LAN ANDS C C O S. C NTRA T R HALL B S O S ® PREVENT INSTALLATION PERP S O C O S ;::::::: :>> ::::11::11:.:.: :>:.:::>t: ;:;:;:;::-:>;:•>:.:<•;:-;:;:•>::::;:•::.::•;:.' FOR REMOVING AND -INSTALLING T GATION EQUIPMENT REPLANTING AREAS WHICH . ;;:>>; ;>:::<: ::::::>::::<::<:>:<:: ::<> a NOT INSTALLED PER PLAN AND SPECIFICATION ;. ....::;::.. ....:.. ::... .1111;: . THE DETAIL AND PE IFI ATI N F R IL PR.EPA.RATI N PLANT 2. CONTRACTOR SHALL FALLOW S S C C O S Q SQ O . Ground Cover Plantin a +� r PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. -Lage�st�aentza i, 1t�icskQgee`- Lavender gape Myrtle with ultile Truz�1{ 7 0 20 T-1 Decorative idler-T�t'rnk Gancrete Band 3, CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES, I.% STRUCTU S, ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO • COST TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND FACILITIES. 4, NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION O Lantana 'Lemon,`�`� Irl' Lemon Swirl L t a 155 Gallon 3' , . - OF THIS SP KLER SYSTEM HAVE BEN COMPLETED AND TESTED,FINAL GRADES HAVE BEEN E -� Scare: 1/S'W=1f-p,} ESTABLISHED,THE PLANTING AREAS HAVE BEEN PROPERLY G ED AND PREP D AS SPECIFIED, `ll AND THE WO APPROVED BY THE CITY. 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PR1OR TO INSTALLATION, FINAL LOCATION OF ALL PLANT MATE SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION, 6. CONTRACTOR IS SPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE 1, CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE ,. Median Tree-Grade Myrtle : , OF ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE CITY. ' 1 �, 7, QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY FINAL QUANTITIES FOR r ' PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED, w, _ �r Graund Gaver Planting h 8. W NEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO F AREAS OR PUBLIC LANDSCAPE : .:: µ Decorative AREAS A ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONC TE HEADER IS QUIRED, Gancrete Band PURSUANT TO CITY STANDARDS AND DETAILS HEREON. 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY FINAL SOIL CITY C - Scale: 1/8'{=1r-0}f AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEXT RECOMMENDATIONS(SEE DESCRIPTION OF REVISION DATE APPROVED SPECIFICATIONS). ROTOTIL THE REQUIRED► SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. 4 CY, NITROGEN STABILIZED SAWDUST 120 LBS GYPSUM 125 LBS GRO-POWER PLUS N 11. LANDSCAPE AREAS SHALL RECEIVE 4"LAYER OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STAND S AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SPECIFY WOOD CHIP MULCH#3,AVAILABLE FROM: ARTESIA SA UST APPROVED B Y , t DATE 13434 ONTARIO AVE CITY ENGINEER - L R.C.E. 42156 ONT O, CA 91761 PHONE(909)947-5983 DESIGN r lvd,Suite 222 REC NDED Full n,Calix is 92832 EF oR E FAX(909)923-7208 2Q 0 L'Y. Tel: (714)680- 17 ® �� TEMPORARY BENCHMARK - CITY OF ® I® RANCHO cucAMONGA 4 ;: DRAWN F : (714)871-5197 SHEET `� " 1" IRON PIPE IN AC PAVEMENT AT THE a ' " : des-1 pacbe .net OF L.Y. CENTERLINE INTERSECTION OF FOOTHILL BOULEVARD AND ROCHESTER AVENUE SCALE: 1" =20'-0" CHECKED DRAWING No. AUGUST 2003 RLA No.: 3093 ELEVATION: 12®7.3fi (ft} C•S.L. DATE: FILE No.: - TWO WORKING DAYS ®EFO E YOU DIG it : O: o u ants and tongs Lisa Desktop projects Footc ester Streetscape LMD PLA4�.dw Mar 10, 2008 - 4�:12p Lisa PROJECT SHEET NO. OF V, � IN MIN REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOTBALL. 2. STAKES TO BE PLUMB AND STORM DRAIN/ CATCH BASIN BCR STAKE TREE PERPENDICULAR UNDERGROUND TO PREVAILING WIND. 0 C n" w SIDEWALK UTILITY TIGHTLY COMPACTED 3"BERM TO FORM A DEPRESSED WATERING BASIN. TOP TIE TO BE PLACED AS 10, 5' LOW AS POSSIBLE ON THE METER (01 UJ TRUNK TO ALLOW FOR WIND TOP OF STAKES BELOW 4"WOOD CHIP MULCH. MIN. MIN. FLEXING OF THE TREE.BUT HEAD OF TREE WHERE TOP OF ROOTBALL TO NO WOOD CHIP MULCH SHOULD BE 51 CURB AND GUTTER NOT SO LOW AS TO LOSE SPECIES GROWTH HABIT PERMITS. EXTEND Z,ABOVE F PLACED OR ALLOWED TO REMAIN W FINISH GRADE OVER THE ROOTBALL. SUPPORT OR ALLOW w MAIN TRUNK MIN. x THE HEAD TO DROP. < 2411 (2)SETS OF CINCH TIES SPACED . FINISH GRADE APART,CONVEX SIDE AGAINST TREE TRUNK.ATTACH WITH GALVANIZED SCREWS TO 8'LODGE POLES. FE SIDEWALK z 12"MAX 2"DIA.LODGE POLE PINE STAKES WITH WOOD PRESERVATIVE STAIN, I I— -I DRIVE A MINIMUM OF 6"INTO FH DRIVE ITION APPROACH _J UNDISTURBED SOIL AND POS NIS STAKES OUTSIDE ROOT BALL. ROOT BALL 51 51 CURBAND 51 10, 10, TOP OF ROOTBALL TO EXTEND Z' PLANT PIT TO BE(2)TIMES THE ABOVE FINISH GRADE. MIN. MIN. GUTTER MIN. UNDERGROUND TIGHTLY COMPACTED 3"BERM =1 I 1��I I kE�i WIDTH OF THE ROOT BALL. TO FORM WATERING BASIN FOR PLANT PIT TO BE(2)TIMES THE 1=1 I STRUCTURE eg. RESIDENTIAL AND GROUND COVER WIDTH OF THE ROOT BALL.NO TRANSFORMER VAULT. INSTALLATIONS. LOCATE OUTSIDE WOOD CHIP MULCH SHOULD BE OF PLANT PIT.BERMS IN TURF PLACED OR ALLOWED TO REMAIN AREAS TO BE REMOVED PRIOR OVER THE ROOT BALL. TO CITY ACCEPTANCE. I I-Ed NATIVE BACKFILL WITH NO NOTES: ROCKS GREATER THAN 3" *1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER. DIAMETER. 2. ALL TREES IN THE R.O.W.ARE SUBJECT TO LINE OF SIGHT Z UNDISTURBED NATIVE SOIL. CRITERIA AS APPROVED BY TRAFFIC ENGINEER. ARBOR GUARD IN TURF EE TO EDGE OF ALL UNDERGROUND 3. MAINTAIN 5 FEET FROM CENTER OF TR INK AREAS AND FRONT YARDS FACILITIES.IN ADDITION MAINTAIN 5'FROM CENTER OF TREE TO ALL UTILITY OWNED WATER&SEWER LATERAL LINES. r/1' ROOT BA NATIVE BACKFILL WITH NOTES: 11 1- (0 S BY LOOSENING ALL ROOTS AT EDGE OPERTY LINES.MAINTAIN APPDXIMATELY NO ROCKS GREATER MATTED ROOT 4. TREES SHALL NOT BE LOCATED ON PR THAN 3"DIA. OF ROOT BALL. DO NOT CRACK ROOT BALL. 5'FROM CENTER OF TREE TO EITHER SIDE OF PROPERTY LINE. CD CT TO INSPECTION AND ACCEPTANCE BY THE a I IfI 5. STREET TREES ARE SUBJE NATIVE SOIL UNDISTURBED ENGINEERING DIVISION. LO D STAKED ACCORDING TO THE CITY 9 CD 6. STREET TREES SHALL BE PLANTED AN C) STANDARD PLANS. CITY OF RANCHO CUCAMONGA9 CALIFORNIA CITY OF RANCHO CUCA APPROVED BY C) STANDARDPLAN 0) CITY OF RANCHO CUCAMONGA9 CALIFORNIA CONTAINER PLANTING 506 6 STANDARD PLAN 6 APPROVED BY: DOUBLE STAKED TREE I-- APPROVED BY: 0 BOA 502 SHEET I OF I TREE PLACEMENT w 5 GAL 24 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 5; CITY ENGINEER DATE USE WITH 501 LIC WORKS CONSTRUCTION SHEET I OF I w R.C.E, 24953 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUB UJ CITYENCTMEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS 24953 HARDSCAPING(CONCRETE HEADER, CURB&GUTTER, SIDEWALK, ETC.) 4"OF COMPACTED WOOD CHIP ONE HALF OF SPACING FINISH SOIL GRADE REQUIREMENT LIMIT OF PLANTER AREA 1211 I FE I I- SHOVELcUTEDGE COMPACTED NATIVE SOIL DISTANCE EQUAL TO THE DISTANCE EQUAL TO THE ON CENTER SPACING ON CENTER SPACING OF SPECIFIED SHRUB OF SPECIFIED SHRUB DISTANCE EQUAL TO THE ON CENTER SPACING OF SPECIFIED SHRUB, UNLESS SPECIAL CASE AS DESCRIBEU IN NOTE 4. BELOW. 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH,THE CONTRACTOR SHALL NOTE: SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. D BLEND 1 ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 2. MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLANS AN SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON INTO EDGES AT GROUND COVER AREAS. PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 2. WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR 4. NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR DATE CITY SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER ALLOWED TO REMAIN THERE. DESCRIPTION OF REVISION APPROVED SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING "'A FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES CITY OF RANCHO CUCAMONG OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE LEGEND ARE ESTIMATES ONLY. 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS C? C> PLANTING DETAILS 9 SPECIFIED ABOVE, LENGTHEN THE SPACING PARALLEL TO 1�1 SIDEWALK, AFTER APPROVAL OF CITY INSPECTOR. -JILL B U C� 0 CUCAMONGAq CALIFORNIA FOOTH 0' 'LEVARD Mw"ODIAN CALIFORNIA I N STANDARD PLAN C� CITY OF RANCHO CUCAMONGA9 APPROVED BY: "I AVENUE CD E/O ROCHESTEK STANDARD PLAN AppROVEDBY: SHRUB AND GROUND COVER MULCH INSTALLATION 509 DATE in 508 0 APPROVED BY LU SPACING > CITY ENGINEER I USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I R.C.E. 42156 LU CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I W R.C.F. 24953 Pt_�W N.Harbor Blvd,Suite 222 RECO E ED W- RC.E 24953 DESIGN ME Fullerton,California 92832 L.Y. — 0 Tel: (714)680-0417 DRAWN Far. (714)871-5197 SHEET Underground Service Alert BENCH MARK L.Y. D o E 0 S 0 1 o G 0 N Email: emdes-la@pacbeU.net L-7 OF 12 ORE TEMPORARY BENCHMARK CITY OF CHECKED 7R_AWING No. cm Call: TOLL FREE RANCHO CUCAMONGA AUGUST2008 RLA No.: 3098 AC PAVEMENT AT THE 1" IRON PIPE IN N OF FOOTHILL CENTERLINE INTERSECTIO —-------- PROJECT SHEET NO. OF 1-800 BOULEVARD AND ROCHESTER AVENUE DAYS BEFORE YOU DIGTWO �r\�tr��t�oop�\L�U\WORKING rmu��.u�� m�. .", �~�~ �. , . . '` ` . .~~...~�..~ .... .~``...~ `___ _ . . - • • On or before h e t observation, t • PLANTING AND IRRIGATION SPECIFICATIONS2. Complete material 1 1 , descriptionall materials t It , t 1 shall *include the manufacturer, model number, and , . . . • ivresponsibility' als for the equipment Although manufacturer and other to • t t t 1 1 ° providing the following is a guide 1 ° , t t . . t r � t. follow • •1 iapproval: SPRINKLER IRRIGATION SPECIFICATIONS A. Controller ® 1Item No. Charts: Ing Provide a statement indicating the reason for making the substitution. Use a separate PART I - , 'l r i r • prepared.01 DESCRIPTION 2 Automatic Controller Calsense ET2000-8 LR-RR controller charts are • — Provide 1 1 , performance charts and flow charts for each• A. Scope of 3 Master Valve Superior 3100 RCV 2. Provide one 1 . Work• ll a materialsa 1 a 1 . t . to . install Irrigation . sh and . Irrigation submittal must be • specific and complete. • All items , The chart shall show the area controlled by the automatic controller and shall be the 3. Provide 'is approved. B. Standards-, governinga a maximum No size r 11 • solvent, primer, aconnectors, valve, boxes, etc. copies of1rinesponsibility i accepting or standards, and . . . information.uired as submittal • • • listed 'fications For Public Works Construction (Green Book) latest• edition.peci and meet the minimum requirements of the Standard S literature cuts) are r 1 • , event tlegible i , i Specifications. Equipment3. . 'installed i i i t 1 . ® • t t • ed 1 such materials from the 1 • expense.s own ° h ° different 1.06 GUARANTEE • ` • Permits and in accordance with the attached • • , . . t indicate Vstation. A.observationsall • , alternative t t t t i ° ° ® Specifications figation system shall b meet the r ' ' 1 form. The General•B. Manufacturer's Directions-, , . 1 i ` ` . . • detailed . . llhermetically basis ' followed ifamish beingieces of plastic, each piece • B. A copy of the Guarantee form shall be i • maintenance directions • • • ° 1 Ing • Manufacturer's warranties1 t 'lability the• • , municipal. These charts shall be completed and approved prior to the final field observation of . • _ r the s letterhead and shall contain C. Ordinances and Regulations-, All local, and rules and IM91 • • . regulat•ons gove . 'incorporated 1 DRAWINGS:or relating to any portion of this work are hereby Ming B. RECORD into and made a part of these a AnythingSpeciticationsand their provisions shall be cam*ed out D. Operation and Maintenance Manuals: GUARANTEE FOR IRRIGATION SYSTEM by the Contractor, in these Specifications conflict . regulations,th any of the above rules, . • whichd prints 11 t 1 However,to when these Specifications and Drawings call for or describe materials, from the original Drawings and Specifications and the exact *installed locations, .4 . • quality, • . . • ' *information: from defects 1 t a anct the work has been completed *in accordanc workmanship, or her or er 1 sizes, 1 1 1 1 aabuse, or neglect than i's required by the above rules and® regulations, provisions t a City t . l t , , number, and whichany 'in material Specifications .. •t . ® 'installedipment and material item *including names and addresses of may develop during the period of one year from date of acceptance and also to repair or ExplanationD. Drawings: notationsmanufactures local representatives. • sheets daily as the work a showing the work as actually • • 1 a ipment be . 1 item 'installed-under this Contract. additional costs to the • City. within Due to the Scale of the our it offsets, fitting, . rstatement. City, installed *in a . plan,on that does not match the •a be which , • *investigate . "indicatet r • Complete . • equipment. failure •rs or replacements withintime receipt sleeves of written notice from the City, we authorize the City to proceed to have said repairs or finishedstructural and ° ° tirligation legend. The relocated accordingly, fittings, meeconditionsdrawing • t • t aprovideCity's ftunished such may require original record an equipment and dimensions will then be transferred to the Drawings are rammatic and indicative of the work to be installed. The at the proper time. personnel with instructions for major equipment and show evidence "in wfiting to the upon demand. • 'installed ,work shall be in such a manner as to avoid conflicts between the 'gation Citythe conclusion of the project that this service has been rendered. features.system, punting and architectural 3. observation, t t information . prints2. All work called for on the Drawings by notes or details such be ftu-nished and from the "record drawing" Equipment to be Furmshed: 1 • sepiashall be made through the city for obtaining said 1material. • follow' , . tl Ingtools* 1 iapplied SIGNED: . . expressly for use on mylar t t . . • 3. The Contractor shall not willfully . 'installthe .ffigationsystemown special tools requiredremoving, disassembling and adjusting Drawings when . . obvious differences, in the field that obstructions, grade easily readable even on the final controller chart (see Section Q. The original mylar Two (2) four-foot valve keys for operation of gate valves. ADDRESSED: discrepancies 'in area dimensions 1 1 rran t 1 • . obstructions • • ord automatic controller. engineer1priorcompC. of the , . i Cucamonga. 1 � • tthereof of each type of quick ® hose ng valve ® swivelPHONE: DATE OF • responsibilitythe Contractor shall assume full 1 S1 t t reference,• building comers, sidewalk edges, road intersections, etc., the location of the following ® , The above mentionedl 1.03 SUBMITTALS . tconclusion ® t ' i ,r water Connection to existing • list: t t t 1n • b. Connection to existingI. CITY DESCRIPTION OF REVISION DATE APPROVED • A Gate valves. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING 1. The Contractor shall ftunish the ispecified a aby name in the Drawings and Spec ,, CITY OF RANCHO CUCAMONGA • No substitution will be allowed without e. Sprinkler control valves. 0-M a - I"I —A. Handling of PVu pipe and fittings- The Contractor 'is cautioned to exercise care *in• Cucamonga.prior written approval by the ty of Rancho locations f. Routing of control wing and 1 boxes. storing and v ifittings. • • , , a , ip be transported a vehicle1 t t Stub-outs , • connections. • t r t external t . Any section of pipe 1. FOOTHILL BOULEVARD MEDIAN t 1 • dentedthat has been 1. . . shall be replaced E/O ROCHESTER AVENUE , , with new pi ' , APPROVED BY DATE --09 CITY ENGINEER R.C.E. 42156 DESIGN `05 N.Harbor Blvd,Suite 222 RECOMMENDED L.Y. Full n, a is 92832 Underground Service Alert BENCH MARK Tel: (714)680-0417 oC= �o� TEMPORARY BENCHMARK — CITY OF DRAWN F • (714)871-5197 SHE . Call: RANCHO CU CAM ON GA L.Y. a° Email: etudes-lata pacbell.net OF 12 U ' 1" IRON PIPE IN AC PAVEMENT AT THE g CENTERLINE INTERSECTION OF FOOTHILL CHECKED AUGUST 2008 RLA o.: 30913 DRAWING No. BOULEVARD AND ROCHESTER AVENUE 227-2600 ELEVATION: 1207.36 ft C S L DATE: FILE No.. TWO WORKING DAYS BEFORE YOU DIG PROJECT SHEET NO. O File: C: Documents and Settings Lisa Desktop projects Footchester Streetscape LMD IrrSpec.dwg Mar 10, 2O0`' — 4: 13pm Lisa • . • • 1 . Mu e (3) fee* of each re connection. "UCAMONGA An expansion curl shall be proviflea within three VL U Jrl"E . . Copper Ritle and F" Expansion curl ll be of sufficientt each splice1 t each electric • PART 2 ze and type shown on the Irrigation Drawings and _ . V 1 ontrol . Pipe-. ' hard tempered. withoutdisconnecting a . a . l wires. Control wires shall be laid loosely in trench . 1 , control 2.01 MATERIALS rstretching .r conductors. icte a base for . 1 ® . . ing to prov' mount . sprinklerautomatic . drawings,enals of brands and types noted on Rainbird As General". Use only new mat 1silver3 Joints shall be soldered with a / 1 acopper, / ° a 5. All splices shallit ing Packs. herem, or approved equals. 24% cadmium, solidus at 11250 F, and liquidus at 11450 F. Snap-Tile .re connectors., or approved equal. Make only one splice withprovided A 117 volt duplex box shall be . switch, th an on/off • • • ng pack. • conduitmetal run rom housing. • Main . • , 1 withinll not bell phased. F. • 6. Field splices betweentautomatic • • • • • rr and larger shall be PVC Class 315.Pressure main line piping tor sizes• without • approvalt , • provided, clearly indicating ® 1 NSFa I•a • (11/2" sma • • . (stat ves, conforming to ASTM resin all appropriate 1 • . ts as A • " ' ' 1 Ball valves shall be a 125 lb SWP bronze valve 1 1 t . set forth 1 1wiring • • quipm 411 . • Q. Irrigation . ngs. a be Ball (S.D.R.) . , 1 ze and type shown 1 V 1 miscellaneousRefer to the Irrigation Plans for sizes and types of . . gation equipment. / 40 with All Ball valves shall be *installed per detail. ` automatic shall v . • . ' ° . Joints.solvent welded 2. Resilient r! and larger) s, the 120 voltelectricapowereacautomatic 3. Unless otherwise noted on the from NSF Ing , • others.• epoxy1 1operatingnut. conforming to ASTM • Resilient Wedge Gate valves specincation . ° • . •• RT-RW403 as suppliedV tresponsibility • Specificationforth • m Federal All Resilient Wedge Gate C. V " 3.01 OBSERVATION OF SITE CONDITIONS L. Electric Control Valves: • PVC solvent-weld ' All scaled dimensions are approximate. The Contractor shall check and v all s Quick • . • dimensions ng ASTM test procedure D2466. G. All electric control valves shall be the same size and type shown on the Drawngs. A. .9 t% a 1 • 6. Solvent cement and . with work under this Section. mer for PVC solvent-weld pipe abd fittings shall be of type and • shall have a two-piece body designed for working pressure 2. Allcon , prescribedinstallation methods manufacturer. of 150 P.S.I. • g and working near . • utilities. • 1 • couplingvalveopera1valver shall be 1 l It 1neglect. following markings: • All PVC p' e must bear the . IP shall be as shown on the , ilitiiitilitltins. M. Control Valve Boxes: • PreventionH. Backflow • nateth Ins I ° 1 _ r preventionI Backflow 1 1 1 *indicated t 1 • 1 ® 1planting trees, shrubs, and ground covers C. prevention . . • • t- approved Extension Install backflow t 1 1ties or other construction or difficulty MO • .1 *1 Is -d It It 19• • . . • . . . • rM +*a ^ indes to sly 11unself that he may safely procee, . . • n) . • t backflow prevention units shall have a bronzed screwed boy with 60 mesh before starting work on the IrrIgation system. • similar Bailey2. Use 9-1/2 monel screen and shall be ® All fittings shall bear the manufacturees name or trademark, material designationg Size, . . • t •nt of ° on and the backflow preventer Industries # 1419-12B with green bolt-down cover or approved equal. 3.02 PREPARATION • • valves. applicableI.P.S. ° requiredlocae. tor shall verift l r • - rr 1 V , governingshall be installed as t Carson industries # - Itflex-lock • C. PVC Non-Pressure Lateral Line Piping-,, Submit shop drawing for approval. led within I prior to Installation, the Contractor shall size st'a' e out all pressure supply lines, routing ateral E pa a shall be PVC, Schedule 40 with solvent-weld 4. Use 9-1/2" x 16" x I V rectangular box for all electric control valves mstal and location of sprinkler heads. 1 Non-pressure buried I me tping 1. Check Valves: on-grade landscaped areas. Carson industries # 1419-12B with green bolt-down cover a oints when 'installed MO planting areas. or approved . equal. . construction Adl layout shall be . ipmg in ed under paved areas shall be PVC Schedule 40 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze 1 V l 1on-structure 2. Non-pressure lateral line P* stall with replaceable composition� neopreneg or rubber disc and shall meet or exceed Federal 5. Use loll x 10-1/411 round box for all quick B. Water Supply: with solvent welded Joints Specifflication WW-V--5 1D, Class A, Type IV. landscaped areas, Carson Industries No. 910-12B with green bolt-down cover or approved equal. i The irrigation system shall be connected to water supply point(s) of comectiOn as indicatei .3. Pipe shall be made from NSF approved, Type 1, Grade 11 PVC compound conforming PVC construction with F.I.P.specification r . ll dutvirin .0 1 Heads: Drawings. in e must meet N. Sprinkler on the to ASTM res* 0 1P inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-aram valve Specification PS-22-70 with an appropriate standard dimension ratio. shall be field adjustable • t drawout from 5 to 40 feet of ins • Anti-drain v .1. All sprinkler heads shall be of the same size, type, and deliver the same rate .precip. rOXIM 9 The tation . Connectionsconditions. . • 1 be similar to the Valcon "ADV" or approved equal.(2-01B), • • presS , 1 ngs Contractor 'is responsible for Minor changes caused by actual site® „ diameter 9 CONTINUED SHEET L-10 non-pressure lateral • 1ld . .ressure 11 ` 1al provisions. . . . • forth ° section Specifications. J. Control • .. main e p e ancl.fittngs as set in IP 2. Spray heads shall have a screw adjustment. t as noted ctions between the automatic controllers and the D. Fittings: otherwise,electric control ves AWG-U.F. , • - , , 600 volt. , CITY • 't t 1details wff® • . t DESCRIPTION OF REVISION DATE APPROVED . • 1 1 1 _ r indicated1. Where 1 • • automatic r.1 • 1 er heads shall be the same size as the . • • ser opening in the CITy Ot- RANCHO CUCAMONGA Specification#WW-P-3 5 1. . i rstripeautomaticnipples s shall be white eacCommon wire . 20 Fttings shall be red brass conformingtoireerape ` ' 4 11 1 body.nkler . • ' - - 1 ° IRRIGATION SPECIFICATIONS. shall wire size be less than #14. All sprinkler heads of the same type shall be the same manufacturer. FOOTHILL BOULEVARD MEDIAN Wiring2. 'installed route pressure supply or lateral lines V ' -0 1 . E/O ROCHESTER AVENUE APPROVED BY DATE 4��b • ' ' CITY ENGINEER R.C.E. 42156 . . 1 r mainline, lateral 1trench, t DESIGN lv ,Suite 222 RECOMM LADED ® (1) hall be wire ° equal. Y Full n,C lia is 92832 feet. Tel: (714)680-0417 Alertat intervals of fifteen (15) DRAWN F • (714)871-5197 SHEET Underground Tservice ° � r® TEMPORARY BENCHMARK - CITY OF L.Y. Q 0' Emil: des-1 pacbe .nCt _ OF 12 oDRAWING No. I® TOLL FREE RANCHO CUCAMONGA AUGUST 2aas RLA No.: 3098 q 1'� IRON PIPE IN AG PAVEMENT AT THE CHECKED _ 1-800 CENTERLINE INTERSECTION OF FOOTHILL C.S°�-• DATE: FILE No.:BOULEVARD AND ROCHESTER AVENUE 227 ELEVATION: 1207.36 (ft) PROJECT SHEET LA0. OF TWO WORKING DAYS BEFORE YOU DIG File: C: \Docurnents currents and Settings Lisa Desktop projects Footchester Streetscape LMD IrrSpec.dwg Mar 10, 2003 — 4: 14pm Lisa _ yy se of work upon the entire system shall be tested and adjusted Do Electrical Supply: 3. Reter to City Standard 120 "Trench Repair" when within Cityi3.04 TEMPORARY REPAIRS • completion traffic loads. The te ` Electrical connections automatic reserves the right to t repairs to meet , requirements. r any and all "in " 1 1ll •07 MAINTENANCE point(s) of ,on as indicatedDrawings. Assemblies,: i exerciserelieVe the Contractor of hisll ` terms of the guarantee as herein Connections2. • « « • ! • •1 i ! • ti . operation for a petioa ot seven roximate on(s) shown on the The I Routing of spr nkler on nes as ndicated on the Drawings form with the details (7) days prior to any planting. • «te . • •nes (anvarious iassemDi `in such a manner as t Contractor 'is responsible for nor changes cause by actual ons Install o con • 05 EXISTING TREESin the ! ngs « • , • B. The 1 3.03 • assemblies2. Install NO multiple 'in plastic ' , Provide each assembiy withits own outlet. Where it i's necessary to excavateadjacent to existing • • • 1 t ` in areas where two (2) inch Install all ® A. « assemblies «ified «heremdetail.in accordance with respective In absence and larger roots occur shall be done by hand. Allroots • 08 CLEAN-UP• ® straightsupp « « i • i • it ' ' t diameter, ' t 1 r t, shall be tunneled under and ' ll portion . Refuse and excess dirt to an even • « ` • • a ' it t r ' l l it t t s 1 « ork City of Rancho Cucamonga. a ditchmgto trees havingroots t *inchesshall be removed from the site, all walks and paving shall be bloomed or washed down, and as noted. of diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean and any damage sustained on the work of others shall b 2. Provide for a minimum of twenty-four (24)• 'inches i • i *installed cleaned , dust, and moisturet through. Rootsinch and larger 'in diameterl be painted with in iTrenches adjacent to lwithin •09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE under paving or hardscapig. stallat' a the r tpossible, i 1 ` ! hours- ® l v « A. Contractor , *inches ty of Rancho Cucamonga our cover pressure supp roviae for a minimum of inches Any items deemed not acceptable by the City of Rancho • diameter. • three (3) conll nections, first. satisfaction • shallTeflon tape or approved equal, l evidence to the , ty of Rancho Cucamonga that the CityV 0 1 . It .1A 'I Is 41 B. The Contractor shall show 1 t ° 1 , , p • requiredand equipment as two and one half(2V2") System: i 1 1 , , , welded. may be solvent 1 1 t • ! mum of twelve (12) inches for allnon-pressure •nes. t 1sprinkler ' Provide for a ! ! •° r « • 10 SITE OBSERVATION SCHEDULE E. t , , 6. Provide for a . minimum eighteen 'inches • it is determinedtadjustments 'in the • equipment The Contractor shall be responsible for notifying the City of Rancho Cucamonga *in A. rtcoverage, t ll 1 1 indicated: 7. Refer to • "Trench ° line.ty Standard 120 r' when within City streets susceptible to twelve (12) inches from traffic loads. sleeve(s) which shaft be *installed adjacent to pressure supply Parallel lines shall Adjustments may also *include changes *in nozzle sizes and degrees of arc as required. I. Pre-Job Conference - 7 days another.not be "installed directly over one B. Backfill* 3. Lowering raised " tor shall be accomplished within Mgo• " daysnotiPressure fication 1 inF. (10) after stallation Automatic « Lateral line and sprinkler 'installation- 24 hours ° excavabackfilling,` r ` ` v t « l ' i 1. The trenches shall not be backfilled until all required tests are performed. Trenches • shall be carefully backfilled earth, designated on the Drawings consisting of free from loam, clay, sand, r other materials,roved se in enc e to controller num al uence as shown on the Dr ° Automat• installation « . densityclods of earth or stones. Backfill shall be cally compacted in landscaped areas to a dry «in planting • • • areas. t ler: 5. Rain Bird - - t per manufacturers specification designd% lateral • dips,coluorm to adjacent grades without areas, 'irret « Control wire installation - 24 hours ` . • • t1 the Contractor. " • • • Irrigation • Testing 1 t 1 w 48 hours initially2. A fine granular material backfill will be 1 B. ' larger than one-half(Y2) inch 'in size will be permitted 'in the initial backfill. 20 All electrical work shall conform to local codes, ordinances, and union authorities having . • l t 1 • writing Coverage « th approval of the City of Rancho at , i ® Floodingleast 48 hours 'in advance of testing. Valves: ' t - 7 days Cucamonga« H. Remote Control , Test allhydrostaticB. When observations have been conducted other than the , ty of Rancho Cucamonga, prove• • ° • • adjustments • pipe, valves, sprinkler heads, lawn, • Drawings. , allow 1« p « • made. planting, separate adjustments withoutcost the • . valve • control valves. C. No 1 t « • rr rr • site i « The contractor visitshall not call for a site 1 awithout complefing C. Flushing of ® System: i •3. All v1 a' V S ti 1. Trenches located under areas where paving, asphaltic concrete all necessary per square inch and proven watertight prior to pavm* g. ? ' installed, shall be backfilled• i inclies below the pipe • ion work has been completed, 'installation ,(6) 'inches above the pipe) and compacted f n � in compaction, ll 4. Sustain pressure 'in lines for not less than six (6) If leaks replace joints « • ` , • a eat test it t• t 1watertight.« pipingtand compactionor mechanical ng devices. Trenches for existing• adjacent undisturbedi •in a firm °unyielding Sprinkler 'installed1accomplished „ t conditionAll trenches shall be left flush i • i i ` l t I t r CITYshall set • in place, cap and pressure test all • • • • i ° i Ill ` • observed, DESCRIPTION OF REVISION DATE APPRovED 1 1 ® . ® t , 1 « CITY OF RANCHO CUCAMONGAidr iV « ? aboring, ?but where any cuttingi ` necessary, , " t ' t installed Furnish necessary force pump and all other test equipment. ' cost. IRRIGATION SPECIFICATIONS be done and replaced by the Contractor as a part of the Contract 1 ' i it ° • • irrigation i , V t in the presence of shallcut or break sidewalks and/or concrete 1 ° « • ads shall not exceed the maximum indicated ° i t ' t 1 hydraulicCucamonga. No driving permitted • • - shall the spac:og exceed the maximum recommended by t It • materials any inadequacies of coverage due to deviationsDrawings, or where the systemAPPROVED BY DATEhas been willfully 'installedCITY ENGINEER �- �� R.C.E. 42156 *indicatedr It inadequate, DESIGN IIAILD305 N.Harbor Blvd,Suite 222 RE M NDED without • ` t t 1 ` shallL.Y. Fullerton,California 92832 F71Underground Service Alert BENCH MARKTel: (714)680- 17 ° �o� TEMPORARY BENCHMARK - CITY 7�17accomplishedcover 'i's planted. DRAWN Far. (714) 71-5197 SHE m I® TOLL FREE RANCHO CUCAMONGAo o r Email: d -1 p e .net12 1" IRON PIPE IN AC PAVEMENT AT THE L•Y• OF CENTERLINE INTERSECTION OF FOOTHILL AUGUST 20 227-2600 BOULEVARD AND ROCHESTER AVENUE CHECKED DRAWING No. 03 RLA No.: 3093 C.S.L. DATE: FILE No.: - ELEVATION: 1207.36 (ft) TWO WORKING DAYS BEFORE YOU DIG PROJECT SHEET NO. OF File: C: Documents and Settings Lisa Desktop projects Footchester Streetscape LMD IrrSpec.dwg Mar 10, 2008 — 4: 14pm Lisa NONNI ( . CONCRETE SPECIFICATIONS PLANTINk"i4 SPECIFICATIONS 1.06 InaF , Work: itough . • Grading. PART 1 PART I - ` ` ° 'i s 1 , idental ti (main 1 , 1 t . . Description ing anct iawn areas as shown on plans, 1.01 and mi For concrete information refer to the Standard Specifications for ill materials, r i . i t t , l (deliveryl01 Scope of Work: F* ssh i t t i . rovements) - 7 , topsoili required. Construction ,• 1 indicated t _ sections7 days. D. Furnishing, placement an Sections 4, 201� 303, and 400, as well as any other *installation, i ' • ( rmaintenance plantingCle and finish grading of planters areas and "installationper and post , r, - • Standards: 1 tl It t Architect E. Construction anmg Specifications for Public Works 1 V All work and materials shall comply with governing codes, safety orders, standards, and and City a minimum of seven(7) days prior to the begm=9 work. 3.02 Topsoil:BI Building News i • : regulations, ` requirementst Existing on-site soilsi 'acceptable' ' it Grading' • Los Angeles, CA 90034 Public 1 r latest 1t guaranteedA. Plant Materials: All trees shrubs, ground cover-, bedding plants and lawn shall be ,Topsoil , plantersMows:• (310) 202-7775 enods as 1.03 Quality Assurance: from date of final acceptance of landscape construction for p . . textured. Silt plus clay content of this soil shall be no greater than 15%by weight. The boron cont t ' 1.02 Scope A. All Contractors , (SAR) shall not exceed , d *in accordance Trees 24" box& larger I year i • 0 millimohos . 1. samples of the orted r 1 t California. t. t C. t a ` , Furnishimp install indicated l i s 'submittedshall be t soils ` s ject specified, i a but not ® following: Be ContractorArchitect C t t ity with a listSubcontractors yr i ° ' ' `Architectanalyses • t 1 ' t c ' i t 1 1, t , A. reinforcing , and (sod) s ` obtain1 llLiability , Be Lawn (seed) 120 days from first mowing it ' tconcrete. , insurancent of shall , ` iduring Guarantees n after the project acceptanceand _ i 1 specified03 Soil Amendments: ' ' ` ' 1 footingstY soils C. Concrete mow strips, , benches, maintenance period. Landscape Contractor rep ace walls, i ° furnishedreport 'or to start of site development work, 11 notify the Landscape Architect have died the timestated v , at no cost and within 1.03 Protection D. . • and , v 1 1 completion dates. receiving ' • , Preparation: he 5 day enodg City finishedAll barricadedll be traffic 't i i t ® i t planted within Barricade shall be placed 1 finishing. . . , ' material saContractor 'inspected ` ttt ' ` ' t barricades.place and remove au of his own responsibleany , Responsibilities Coordination t , Be Materials: guarantee construction made without added cost ` to new ll for a eriod of one year rom A. Permits: The I s After rough v d, prepare all lawn and planting areas by fill" governingto the City. by ' ' r the work to be performed. in or cross " diameter • Releases: removed from the site, except for areas that are to be sodded, "in which all rock and Be1.04 Clean-up ll nd dimensions shown I diameter shall be removed. . 1 , signed acceptance,Upon completion of all concrete work and before final t °t t r t , t® , t ipresentt t i the Contractor shall on the plans t materials r a it t. t 1 it t • utilities soil amendments as recommended to a depth of " conditionremove all tools, surplus materials, apparatus, debris, etc. ftom be left in a clean, neat Disposal City. Waterevenly 1 nto the top 4 and ean-up: to 6" the following for each 1 000 s quare feet of planting area: ' l C. Temporary Utilities: apply • • r Remove all t materialstmaterialclassified unacceptable utilitiestemporary water, r ° ' . i t ' `s t the course ot iandscape project.construction of the r 1 coordinated °t i , • 1 is 1 . t t , Gro-Power200 lbs. of otherlus r site. t1 ' materials the siteleave premises t and cleant1 , . . • • • • i iqualities • i i 1 ° . . is materials t� . . drasticallyth D. Survey, Reference Points, and • t • 1 , it1 s 1 o t t i c . reference t l V . 1 1 t t 1 1 1 ' • nsurveys, i construction.te r t ,s own i ° execution of PART 2 -EXECUTION , 25,000 square feet of planted area. These soil tests shall be conducted by an approved Traffic:E. proj •requii i .laboratory approved by the ect Landscape Architect and i r . All temporary traffic2.01 Protection: City. soil test to be provided during the Pre-construction job conference. detours shall conform t conditions1governing authorities. 1 1 t li It It condition allowed'not be t. Bare root stock shall t -` , in most Defective1 i material til 1 t v •05 Work: s t • t' 1 moist sawdust i ' whichAll work determined defectivespection to ' its constructiondeficient . • in any of t requirementst s specifications, 1removed, Installation: the Contractor t ' t the Landscape Architectand laced i it ` ` 1 be performed by Contractor City. t Architect i . r Inspections:1.06 excavated1 1 1 DESCRIPTION OF REVISION DATE CITY Soil APPROVED The Contractor shall arrange for ' t tfollowing `mixture: CITY OF RANCHO CUCAMONGA and ® governing `t t' inoted. Inspectiorder. t ' - it i n "" ' t shallbelow, t not necessarily in cy PLANTH Efo.% UATIONS perta• ` er C"' 0 N ST K U "PION AN - - / . hon Sulfate / FOOTHILL BOULEVARD MEDIAN . ' Agronomicit (To i sonly, v 1 E/O ROCHESTER AVENUE_ APPROVED BY If DATE t " , CITY ENGINEER R.C.E. 42156 backfilling,After rwater_i 1 t. DESIGN 305 N. z Blvd,Suite 222 RECO ED to allow L.Y. Merton,Clifo is 92832 09 --- Tel: (714)680-0417 Underground Service basins DRAWN F • (714)871-5197 SHEET �0R t 1 vremove � � TEMPORARY BENCHMARK — CITY OF L Y 0 0 0 1 0 0 -1 p be .net OF 12 CM II® RANCHO CUCAMONGA ' prior to City acceptance. CHECKED DRAWING No. U ' 1 IRON PIPE IN AC PAVEMENT AT THE CENTERLINE INTERSECTION OF FOOTHILL AUGUST 2aa� RSA No.: 30�� G.S.L. DATE: FILE No.: — ® BOULEVARD AND ROCHESTER AVENUE PROJECT SHEET°N0. OF ELEVATION: 1207.36 (ft) TWO WORMING DAYS BEFORE YOU DIG IN 1111 File. C: \Documents and Settings Lisa Desktop projects Footchester Streetscape LMD PlaSpec.dwg Mar 10, 200'3 — 4.15pm Lisa . t ` 6.02 Quality Assurance: . Finish03 General: 3.05 . • ' 1 1 1 after landscape irrigation and • soilslit planting. After ` 1 , finish for 1 S r t planting. maintained t er t t 1 1 r ` ` ' i • ng t licenses • jplanted settlement at the end of the project maintenance period. 4.04 Trees Stakes: ta and Local Regulations. the progress of the work, and continue to maintain them until final acceptance of total Bo All materials and methods must conform to Federal S te, d 'd * and . • ` ree Architect rproject. Finish grading . t t 1 • . City representative. change. 6.03 grade information.farther Priorsys . . n all plants . . . • perate 3.06 tinstallation tIrrigation: . submitDING Architect/City . materials quantitiesplanted1condition. run-off t 1 1 t of the weed controland . $1resultingaintenance and equipment from m • . . . r ' r s •+ . . condition abatementWeed 1 t Advisor,as supplied by the Pest Control t Vlpersonnel, shall be .t 1 ts on rototilling and 1 . t 1 • • "t t 1 $ t 11 1 • 1 1 attentionstem shall be brought to the Vl 1 1 r 1 Contractor 'airs shall be without . • • 1 $ ' s t t ' t 1 t• . t. . No repairs other than emergency reP PART 4 1 yr 1 t , l r 1 ® ' ' iCity. ' i delineated in the specifications. Work:4.01 Scope of . 1 1 1 Weed Control, Keep all planted areas free ot weeds and .s by . B. material, 502 ing vating areas . ' • ri S1 ` i ' r • t ' t ' Provide all stall all tre in ` 1 t t notify . • PerennialsProvide t ` recognized t prevent 1 t Vconcentrations plans,shown on 1 • nursery, and of the species and vari ety shown on plans. by. . B. material ll t s 1 . 4.02 Pro cts No mateno al or method shall render the job site unusable for more than 10 days from . A. Nomenclature - Plant names ,1cated on the drawings conform the "Standard Plant Names" 5.03 Ground Coven Committeent t 1 t . t r $ s and planted areas at beginning of maintenance program` Horticulture.the and as may become necessary thereafter by an approved method of pest control, to keep . • 1 plans. herein, shall be t ' followed. established . • Non-Selective1 iewed by 1 t r 1 ' applications,, control. and • disease,vigorous, free from plant insect . - t herbicide and/ornon-selective designated . 9 at start nonnal root systems, well-filling their container, by the Pest Control Advisor) • • buy not to the maintenance directed Plants � t ` ' . ' Herbicides: he maintenance ll be of acted wood S t program. C. Trees and shrubs shall be growing at a recognized nursery. . in accordance with good 5.05 Coordination: Selective pre-emergent herbicides compatible with seed mixtures (as recommended by Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as size and caliperIt theExterminate gophers and moles- • v delivered to It untiliconditionsplanting. appearance.to achieve and overall even container Removal of all nursery size specified on t protected prohibitedfrom afl,� ant material Architect . i 1 from the sun, 1 existingD. All plant material delivered to the site showing signs of damage or disease or is insufficient est Control Advisor, perennial grasses and weeds . in 0B. Soil preparation and fine grading shall be completed and trees and shrubs 'installed prior If in the opinion of the P in size to carry out the intent of the planting plan will accepted planting ' 1, l: at f s expense. i plantsplanting. f recommendations. 06 ® completionl , maintenance Theize • . acceptance . - ` (1-gallon, ' and t t ' ll ` t t t 1quire 15-gallon) shall have been grown 'in containers for at least one (1) year, but not over two Plant ground r c ' V t t 1 • t 1 t periodMaintenance od shall commence upon written approval for (2) years. 1 t` 1 t 1 . . i t . . . 1 'll 1 1 t ff _ ff shall be t V i . . • • ' t t It 1$ . 1 substitute materials are approved * advance by the City, and are made a 1 • - . . disturbance. i 1 t ' sremoving' t 1. psi 1 site. $ 1 A. ' 1 1 en . . t1 materials blishment p 'od: The first after all cost to the ll from PART 7 City. variations, _ have been completely conform to the requirements of these specifications. Regrade planter areas after and the second at the end of the establishnient period., if plantings are not acceptable , to restoretperiod, `period, due to defectivemaintenance, ' establishment "Work,: at the end of the 180 day 01 Scope oi ® 1 1drainage. t 1 . • V . . . ing. (Grading until 1 . and replaced with •1 • the reject 1 established. t 1 r reservesshall accommodate the mulch) Provide t ' l , labor and equipment necessary for, or incidentalt , performing undamaged, ive plants represented by defected samples. l requirements sr 11 1 1 At termination tmaterial , , ® • . actory l l' t llll laced and ht to a 1 sf . . . 1 • . . . H. Stake l 1 1damage. re final acceptance of work will • All areas shall be neatly raked and free of weeds. t t 1 • 1 isplanted t r ' t 10 Plant trees finish t Sdebris. first ® t , , 1 �. shed and allow at least 7 calendar days prior Prune trees and shrubs. C, or ground cover to / a provide ® trees. All plantingFertilizedPART 6 - WEED ABATEMENT 11 t plants . excavated Irrigation. Insecticide6.01 Scope of Work: . material,Provide all equipment, and labor necessary to perform all works indicated 7.02 . . r 4 plans,on as reasonably implied, 1' ' specifications. CITY A. Commercial1 l - - - 1 - - Gro-Power DESCRIPTION OF REVISION DATE APPROVED Controlled Release Nitrogen, as designated herein, or approved soilsby the Agronomic report. Available . B. Ammonium Sulfate: Granular form containingt less than 21%nitrogen and 24% PLANTING SPECIFICATIONS sulfur and shall be registered agricultural miner, with the State Department of FOOTHILL BOULEVARD MEDIAN Code.Agriculture *in compliance with Article 2 - "Fertilizer Materials," Section 1030 of the E/O ROCHESTER AVENUE Agricultural APPROVED BY DATE CITY ENGINEE R.C.E. 42156 DESIGN 305 Blvd,Suite 222 RE C MENDS L.Y. F n,Oalio ia.92832 14) -0417 Underground Service7Alert PBENCH MARK DRAWNFa .�( 8701-5197 SHEET �F°RE TEMPORARY BENCHMARK — CITY OF 12 L.Y, °1 0 E -1 p e .net 20F oCall: TOLL FREE RANCHO CUCAMONGA 1" IRON PIPE IN AC PAVEMENT AT THE ® CENTERLINE INTERSECTION of FOOTHILL BOULEVARDCCHECKED AUGUST 200 DRAWING ®. AND ROCHESTER AVENUE FILE N ®9F3 No.: C.S.L. DATE: FILE No.: — 227-2600 ELEVATION: 1207.36 (ft) PROJECT SHEET NO. OF TWO WORKING DAYS BEFORE YOU DIG Fileom�: C. Documents and Settings Lisa Desktop projects Footchester Streetscape LMD PlaSpec.dwg Mar 10, 2008 — 4: pm Lisa