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HomeMy WebLinkAbout2199-L DEVELOPER/OWNER 111 INS LANDSCAPE ARCHITECTURA =L PLANS CITY OF RANCH 0 CUCAMONGA 10500 CIVIC CENTER ORIVE Is RANCHO CUCAMONGA , CA 91730 19 TH TR SAPPHIRE STRE 909-477-2740 S EET & ET SOUTH SIDE OF 19th STREET FROM EAST OF BAYWOOD WAY CONTACT: ROMEO OAVIO TO EAST OF VINEYARD AND EAST SIDE OF SAPPHIRE GENERAL EIMMMuMND F—vv I C I N ITY MAP GENERAL NOTES S H E Eml-I I N D EX GENERAL NOTES: L- 1 TITLE SHEET 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, L-2 CONSTRUCTION PLAN W 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. < <1 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L-3 CONSTRUCTION PLAN 0 Cf) < 0 _j Lij _j _I 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE L-4 CONSTRUCTION PLAN AS REQUIRED BY LAW. Z) zw CL cc M® 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L-5 CONSTRUCTION PLAN 0- < 0 jr% A-*& AV-% 6. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W.UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HAVE BEEN U) 210 FREEWAY < APPROVED BY THE CITY ENGINEER. L-b CONSTRUCTION D' ETAILti 7, 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 WIDE FLAT AREA AT THE TOE OF SLOPE, L-7 I lu TI " N 'L ........ .......... ............. ....... .......... 1 T ON F 8. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIOD SHALL COMMENCE AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS ONATI 1 Fmok LAN ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD(TYPICALLY 60DAYS)SHALLCOMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT,FALL COLOR,FLOWER COLOR,OVERALL PLANT HEALTH,AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE IL I MOWING,WEEDING,IRRIGATION,PRUNING,RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE,FERTILIZING,AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS,REPLACEMENT,CLEANING,AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION L 9" IhHIGNATION PLAN SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE,REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. -A r% NUN% wNwwa "ATI " N PLAN 9. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL, ALL PESTICIDE APPLICATIONS REQUIRE A P.G.A.RECOMMENDATION. L- 1 U I hKILj U F 0 0 PROJECT AREA:] 10. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE,PHONE NUMBER 760-438-0525. www%h RMMW& I ` AT I E T A I L Zf3% 11. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: IRK Li uI\J U • M IL a BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-8"WIDE X 6"DEEP CONCRETE HEADERS No G"N r[Im"k LA N • BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-8'WIDE X 6"DEEP CONCRETE HEADERS L- 1 2 P LA INO T I 'L BETWEEN G.C.ANANYBASELINE A BENEATH METAL FENCING CITY-MAINTAINED ADJ CENT TO C Yi MAINTENIANCEA6"WIDE X 6"DEEP CONCRETE HEADERS NCE-6"WIDE X 6"DEEPCONCRETEHEADERE a No Gk wm" LAIN I\J'TI 'L r L- 1 �03% PLA` L 1 A A - 4 0 P` L A N T I In N"G P' L Am IN L- 1 5 P` L/-\NT 1\4U 'PLAIN L- 1 6% jr-mj% L/ff" 'NTI '1L\41Uf"% 000" ETAILZ03 R N'S I E3 I L I T'%Y' M A P­ MAI NTEwN1AiK\j1L`%;E RES"P"'ut"L U LTA EN60 T LAN D S C A P E CIVIL ENGINEER: ARCHITECTURE ITE PLANNING ASSOCIATE CIVIL ENGINEER ,O� A 0`111L U A L LAim\41DE%iUAPE U A1\JT1T1Eb0` CITY OF RANCHO CUCAMONGA REFER TO 10221 -A Trademark Street CITY CIVIC CENTER DRIVE - -ETJ REFER TO SHEETS Rancho Cucamonga, GA 91730 Tel (909) 484-2800 P.O. BOX 807 Fax (9091 484-2802 RANCHO CUCAMONGA CA 91729-0807 TEL (909) 477-2740 EXT. 4070 FAX (909) 477-2746 REFER TO SHEETS REFER TO SHEETS Richard Krurmwiede E-MAIL romeo.david@cityofrc.us SAPPHIRE AVENUE QTY. SIZE 19th STREET, E/O SAYWOOD WAY QTY. CA Lic. #2834 AZ Lic. # 29115 - a - NV Lic. #446 G LMD Landscape summary LMD Landscape summary TOTAL SQUARE FOOTAGE 6,846 SF TOTAL SQUARE FOOTAGE 1,035 SF TOTAL ACRES 0.16 Acres TOTAL ACRES 0.02 Acres 3 : -....:....:...............`..... _-. ._... -- -- .. --.......... ... _ ..._...- --- - ------ ------. .-.-..._.__.--------- 2,711 � � � � - LANDSCAPE AREA SF LANDSCAPE AREA 01 SF .:. ............ \ � 1 .__:- ® IRRIGATION AREA 2,590 SF IRRIGATION AREA 0 SF 0 i n COBBLE AREA 121 SF COBBLE AREA 301 SF _ SIDEWALK AREA V ' :. ._....___, (OVER ) 1,724 SF S DEWALK AREA(AVER 4} 244 SF ......... ........ SIDEWALK AREA P IDT S SF . ..... ...... UJI ' .. `... .. ( TO 4"IN WIDTH) 11 F SIDEWALK ARE ( PTO 4"IN W _..._.:..........: U H 2,4 A U WIDTH) 490 CITY TREES TREES DESCRIPTION OF REVISION DATE APPROVED < :2 MM0 0M Aft on MM AM Mgm Lagerstroemia'Muskogee' NCN 20 EA 24"box Lagerstroemia'Muskogee' NCN 0 IL 0 0 0 < C y 0 or U ME z z IN. 1­� r ARCH C URMUNGH 19th STREET, TOPAZ SECTION QTY. SIZE 19th STREET, VINEYARD SECTION QTY. SIZE 0 LMD Landscape summary LMD Landscape summary �t 19th ST AND SAPPHIRE ST TOTAL SQUARE FOOTAGE 7,480 SF TOTAL SQUARE FOOTAGE 14,016 SF SOUTH SIDE OF 19th STREET FROM EAST OF BAYWOOD WAY TOTAL ACRES 0.17 Acres TOTAL ACRES 0.32 Acres TO .BAST OF VINEYARD AND EAST SIDE OF SAPPHIRE LANDSCAPE AREA 3,728 SF LANDSCAPE AREA 7,520 SF IRRIGATION AREA 2,546 SF IRRIGATION AREA 5,327 SF COBBLE AREA 1,182 SF COBBLE AREA 2,193 SF TITLE SHEET SIDEWALK AREA(OVER 4') 728 SF SIDEWALK AREA(OVER 4') 1,553 SF SIDEWALK AREA(UP TO 4'IN WIDTH) 3,024 SF SIDEWALK AREA(UP TO 4' IN WIDTH) 4,943 SFAPPROVED BY: DATE: N®S CApI.� rumw CITY ENGINEER RCE No. 42156 TREES TREES �• ��, '��, _k2 Lag erstroemia'Muskogee' NCN 19 EA 24"box La erstroemia'Muska'Muskogee' NCN 38 EA 24"box Co �,, DESIGN RECOMMENDED g g � Ica, � -� ARCHITERRA DESSIGN GROUP w n D /JLP LANDSCAPE ARCHITECTURE dz'A_'D SITE PLANNING sign tore DRAWN 10221-A TRADEMARK STREET SHEET 71!310 -31 a RANCHO CUCAMONGA, CA 91730 t `,� DR (909)484-280,p FAX: (909)484-2802 — OF 16 �+ Da e N.T.S. CHECKED RLA NO. 2834 DRAWING NO. 0 F C A�-`� JRC/JLP DATE 03/27/08 JOB NO. 0802-5 2199-L 1 'PROJECT Sheet No. . :. of uUNSTRUCTION NOTES 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION 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 -o'� o ATTENTION OF THE LANDSCAPE ARCHITECT AND CITY, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. ct 3. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOGATiONS UNDER PAVED AREAS AS .�►'' .fes �F .�. � 5�-.�'.�"'��' .� �f, '�'- .a�'�.JA'' �'' - # �'��'��#.��' � �' °' REQUIRED. REFER TO IRRIGATION PLANS. /yy a 1\111111111V \5 4\i \44!\,\°e1's'A\\ :.1 ii\•`�iii1 A45 4'`.\ s\\111\1\1i i1' \5 \iti \1\4\444\;\11'1 Pi\ !�1l \111i11iii\ii'l ..4: .a4\ \;\11\1\1\111\1i11ii1ii141 \l+ ;CV .411\;111111111 �y 11; 11111,11 RON -iiilti \4 111 i \5 4\4 \4\4444U\U\\` \\l \11 \1i1111iiii\\\ \4: ,4\ \1\111111111\111\lill1ii11\ AU 5 \444\1\1\11\1ti ate.\ \4' Ai1Uli\i44441 \41 R\\ R11\\;111111 4'4 \1ti \\\\\\\\4\\\\\4`•..:::::::;.� �;; •;;ti �::tiib::};.:{ti•'•; ... •.i - m -•` m •,. ;p, P.A. 4 ,::....:.:::. ::.: :<.:::::.:.::.:,5.. >:::.::,... i1`i4\i\\ii4> �. .11.11111111, ti ,. ,..\,\44 , ,, „ ,1iiiliiii. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS ® P.A. AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. A w 5. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. 6. ALL CURVILINEAR WALKS,CURBS,MOWSTRIPS,AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO 2 10 3 6 5 10 w 9 12 10 9 5 6 12 A BEGINNING THAT PHASE OF WORK. — SA— 7. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS — _ - — -- _ _ — — ®® CONSTRUCTION(GREEN BOOK: 2003 EDITION PER THE CITY OF RANCHO CUCAMONGA), REFER TO ® — — — SECTIONS 4,201,303,AND 400,AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, PRE AND POST INSTALLATION OF CONCRETE WORK,MATERIALS, LABOR,AND CLEAN-UP, < N S%T n' U' 'C;k T I O"N L E G% E N D Q EXISTING MASONRY BLOCK WALL OR FENCE. PROTECT iN PLACE. COBBLE PAVING.SEE DETAIL A,SHEET L-6(CITY STANDARD 542), O 6"WIDE CONCRETE MOWSTRIP,SEE DETAIL C,SHEET L6 (CITY STANDARD 534). GRANITE LANDSCAPE BOULDER AVAILABLE FROM LOCAL QUARRY APPROVED BY THE CiTY.SEE DETAIL B,SHEET L-6 (CITY STANDARD 542-A). 4 v h B-18" 44 C-14"-16" cc45, ''''4 5 EXISTING CITY SIDEWALK.PROTECT IN PLACE. yg�,� }' g y �• 4554.{ 0 d .A'i°.PFFFF./� F$ -f - - J° Nf 441~45 PRIME44' EXISTING CURB AND GUTTER.PROTECT IN PLACE. \•5 \\45'44 111ii\\4'ti \5 4'S` 11\\\1\1\1111\111\91\\1111' .i1 \i\ h\\44\444\\1\1 !.1\ \'V "1i1i11\iiiiii4\ 5\\ \4\ \111111111111; A1'ti \\ti \iiiliii\4\4\!5 1\\ [4l' !.1111111111111'l N, \V \\4\44\\\\1\1\1160.1U\l\til :y'4 \t \ii\1i\\\\\\V \` \\ 5111111111115 \\ 11• \\44\441111\1ti 1\ Ati 1111 \ \\11\4144\14444144444 co m P.A. P.A. 7 EXISTING FiRE HYDRANT.PROTECT iN PLACE. Lt- w ( El EXISTING LMD LANDSCAPE AREA. PROTECT IN PLACE. " � 9 EXISTING POWER R POLES.PROTECT IN PLACE, �. 9 12 10 EXISTING SITE UTILITY.TO REMAIN AND TO BE ADJUSTED TO GRADE IF 5 6 9 12 NECESSARY.REFER TO CITY OF RANCHO CUCAMONGA PROJECT SPECIFICATIONS. ® — — — -- •' 11 AVE— EXISTING TREE TO BE REMOVED. 12 RELOCATED EXISTING STREET SIGNS.VERIFY LOCATION WITH CITY ENGINEER, 13 EXISTING ACCESSIBILITY RAMP. PROTECT IN PLACE, 14 EXISTING STREET LIGHT.PROTECT IN PLACE. 15 CONSTRUCT NEW 4"THiCK MEDIUM BROOM FINISH CONCRETE WALK w/SCORE LINES AND EXPANSION JOINTS PER CITY OF RANCHO CUCAMONGA PROJECT SPECIFICATIONS. EXISTING MOWSTRP TO REMAIN,PROTECT IN PLACE. 17 EXPANSION JOINT PER CiTY OF RANCHO CUCAMONGA PROJECT SPECIFICATIONS, 18 SCOREJOINT PER CITY OF RANCHO CUCAMONGA PROJECT SPECIFICATIONS. 19 EXISTING POWER SUPPLY CABINET TO BE ADJUSTED BY TIME WARNER. CONTRACTORS SAFETY NOTE: CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED.CONTRACTOR SHALL 419 TH Z03)T rh'o E E TPROVIDE TEMPORARY FENCING AT WORK LIMiT LiNE,WARNING CONES, _ _ _ BARRICADES,SECURITY PERSONAL,ETC.,AS REQUIRED. A 12 62'-2" 101-611 N p S C A p,6. U 8 I ®a�.... m 17 6 18 17 216 0 w 0 of it i -lure % — 1-0$ LL � 0 F CA cU 19 '� PB 1 M A Fj%3 O i EET KA y 5 1 2 15 10 2 1 17 w Q AFA 00 w ® Cc z ® D_ 1 i NOTE: y M 19TH STREET 19TH STREET . DESCRIPTION OF REVISION DATEw w. w w F— APPROVED CONTRACTOR TO PROVIDE SMOOTH TRANSITION � ..... . ...:::.:::. .----;Q."_...Q;_.-"... .......-� . � ...:.....�... : -.; cc a BETWEEN NEW AND EXISTING PAVING. PROVIDE ® cn N wor a zEXPANSION JOINT CCONNECTION. � Q ¢ ITY Or� RANCHO CUCAMONGA F_ w m w Q z z �¢ m CC W N.T.S. < > 0< U 19 "'APw%H "'rRE N"T alco NOT 1M �m PRIOR TO INSTALLATION OF COBBLE ANDSOUTH SIDE OF 19th STREET EAST FROM BAYWOOD WAY SIDEWALK CONTRACTOR SHALL COMPACT ALL q� e SOIL TO 90%. TO EAST OF VINEYARD AND EAST OF SAPPHIRE WW TOTAL SOIL=40 C.Y. Q� U)U) CONSTRUCTI PLAN Call.- TOLL FREE f"' APPROVED FtDATE: 4-17,eO w'%0LAN m� CITY ENGINEER 800DESIGN 'n, A L N422-4133 , SEE H i ' RECOMMENDED 22 CONSTRUCTION Ai DESIGN GROUP �v L- /JLP LANDSCAPE ARCHITECTURE :2 FOR CONSTRUCTIONSPECIFICATIONS,, CiTY CSPECS. DRAWN 1a22�_APLANNING TRADEMARK FOR STREET SH ET I I i ATI PLAN, L-7 RANCHO CUCAMONGA, ca 91730 909 484- C P N IN PLANT DCM ( ) 2800 FAX: (909)484®2802 co " I AY YDIGI PLAN , M L-1 a 5 �0 20 OF 16 CHECKED RLA No. 2834 DRAWING NO. ScaLE: 1"®2a' J /JLP SATE 0 /27/0 0802 JOB NO. - 2199-L PROJECTSheetNo. of uuNSTRUCTION LEGEND 0 EXISTING MASONRY BLOCK WALL OR FENCE. PROTECT IN PLACE. COBBLE PAVING.SEE DETAIL A,SHEET L-6(CITY STANDARD 542). 6"WIDE CONCRETE MOWSTRIP.SEE DETAIL C,SHEET L6 (CITY STANDARD 534). _ _ _ _ _ _ _ _ _ _ GRANITE LANDSCAPE BOULDER AVAILABLE FROM LOCAL QUARRY APPROVED BY �JTH T E E TLij THE CITY.SEE DETAIL B,SHEET L-6 (CITY STANDARD 542-A). A-24"' 26'-2" 102'-0" 48'-3" 131'-6'.' 28'-3" 89'-9" B-18" C-14"-16" 051-011, YP O T T 5 EXISTING CITY SIDEWALK.PROTECT IN PLACE. 3 YP 3 Uj 'Ile �Q �' EXISTING CURB AND GUTTER.PROTECT IN PLACE. cc -, /xb A ` ®,.Q> T� A^ %A '° A �7 EXISTING FIRE HYDRANT. PROTECT IN PLACE. A: g: A b� C: • PB G...: P.A. El PA P 'Ll EXISTING LMD LANDSCAPE AREA PROTECT IN PLACE 0 Imp ..... . ...... . . ...... 8 AREA. Go - EXISTING POWER POLES PROTECT IN PLACE 9 10 2 2 4 z EXISTING SITE UTILITY.TO REMAIN AND TO BE ADJUSTED TO GRADE IF ' NECESSARY.REFER TO CITY OF RANCHO CUCAMONGA PROJECT SPECIFICATIONS. 9 4 3 1 6 5 4 10 10 9 10 12 3 2 4 10 7 9 3 12 6 5 1 10 3 2 10 11 EXISTING TREE TO BE REMOVED. :w 12 EXISTING STREET SIGNS. PROTECT IN PLACE. k 13 EXISTING ACCESSIBILITY RAMP.PROTECT IN PLACE. 14 EXISTING STREET LIGHT,PROTECT IN PLACE. 15 CONSTRUCT NEW 4"THICK MEDIUM BROOM CONCRETE WALK w/SCORES AND EXPANSION JOINTS PER CITY OF RANCHO CUCAMONGA PROJECT SPECIFICATIONS. EXISTING MOWSTRP TO REMAIN.PROTECT IN PLACE. 17 EXPANSION JOINT PER CITY OF RANCHO CUCAMONGA PROJECT SPECIFICATIONS. 18 SCOREJOINT PER CITY OF RANCHO CUCAMONGA PROJECT SPECIFICATIONS. CONTRACTORS SAFETY NOTE: CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED.CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE,WARNING CONES, EET— _ _ — — — — — — — — BARRICADES,SECURITY PERSONAL,ETC.,AS REQUIRED. 136'-91" 20'-1" � �� � �� � 1s 241-011461-11113-3 60-2 17-1 7 12 5'-0" TYP m 13 13 vUj -fie A �1. P.A. P.A. e —A— PA. . g �' P.A. 'x.\i„ \\\ \\\ll,lll„l„' ,' \\\ 4'l\\L\R\\\\\1` C1,\ \1\ IN% .\`4tl \1 ,,,,,,,,,1,,,,,,,,1\„lti ll X\ \\i\\\R\\44\'\; 1 A\ 1 F 4 4 4 4 10 2 —� 2 3 6 1 12 5 3 2 10 10 2 9 3 6 12 3 2 12 5 1 3 10 4 4CL1 I DSCAPj. co 0 C) olgi a ure 7- -08 iD ,a+ Dat P bHEET 'KArE\T-1 M A PF J”" W > CITY c� 19TH STREET :. ,::19TH STREET ` '� APPROVED IBES IPTI NST REVISION Q� CC w :....: :....:....: . n �c c o ® 3� �E < CITY OF RANCHO CUCAMONGA 0 w ¢ >_ w Q z z Go m > o N.T.S. US A rim19”t h Sri'" AND APPHIRE N I U J r5co SOUTH SIDE OF 19th STREET EAST FROM BAYWOOD WAY 0¢ TO A.`7(y T OF VINEYARD AND EAST SIDE OF SAPPHIRE S W Servoce wound under CONSTRUCTION PLAN Q� CQj CJ WW - TOLL FREE ow • APPROVED • DATE: .4,17-09 �Q "N)SN b" FKO* E F E PRO" E N C E S CITY ENGINEER cv10 RCE 42156 U)wF Hom L A CN o• DESIGN RECOMMENDED mm ARCHITERRA DESIGN GROUP -6-6 nw� LEGENDS, THIS T 22 l JLP LANDSCAPE ARCHITECTURE kA m� 422-4133 FO CONSTRUCTION TAIL T L-6 SITE PLANNING -- DRAWN 93SET FORCONSTRUCTION CI ICATf N , CITY RANCHO CUCAMONGA P C . RANCHOCUCAMOGA,CA 10�E 2 mQ (9a9)484-2saa Fax: (909)484-28x2 CORRESPONDINGIRRIGATION PLAN, L- - OF 16 co FOR CORRESPONDING PLANTING PLAN, L-1 CHECKED RLA NO. 34 DRAWING NO. SCALE: 1"=20' JRC/JLP DATE 03/27/08 JOB NCI. a0 - 2199-L PROJECT Sheet o. o _ ~ `- � m w —19TH STREET- - _j in 3: CONSTRUCTION LEGEND 191-611 861-011 351-311 2051-011 1-1111 1 0 71-011 25 w EXISTING MASONRY BLOCK WALL OR FENCE, PROTECT IN PLACE. 10 co _fY�p 0 0 COBBLE PAVING.SEE DETAIL A,SHEET L-6(CITY STANDARD 542). cc w Lij 6"WIDE CONCRETE MOWSTRIP.SEE DETAIL C,SHEET L6 (CITY STANDARD 534). GRANITE LANDSCAPE BOULDER AVAILABLE FROM LOCAL QUARRY APPROVED BY 'k THE CITY.SEE DETAIL B,SHEET L-6 (CITY STANDARD 542-A). P.A. L) 1% EXISTING CITY SIDEWALK. PROTECT IN PLACE. 13 EXISTING CURB AND GUTTER. PROTECT IN PLACE. w EXISTING FIRE HYDRANT, PROTECT IN PLACE. EXISTING LMD LANDSCAPE AREA. PROTECT IN PLACE. < EXISTING POWER POLES. PROTECT IN PLACE. EXISTING SITE UTILITY.TO REMAIN AND TO BE ADJUSTED TO GRADE IF NECESSARY. REFER TO CITY OF RANCHO CUCAMONGA PROJECT SPECIFICATIONS. EXISTING TREE TO BE REMOVED, EXISTING STREET SIGNS.PROTECT IN PLACE. EXISTING ACCESSIBILITY RAMP. PROTECT IN PLACE, EXISTING STREET LIGHT, PROTECT IN PLACE, CONSTRUCT NEW 4"THICK MEDIUM BROOM CONCRETE WALK w/SCORES AND EXPANSION JOINTS PER CITY OF RANCHO CUCAMONGA PROJECT SPECIFICATIONS. EXISTING MOWSTRP TO REMAIN, PROTECT IN PLACE, EXPANSION JOINT PER CITY OF RANCHO CUCAMONGA PROJECT SPECIFICATIONS. SCOREJOINT PER CITY OF RANCHO CUCAMONGA PROJECT SPECIFICATIONS, w561-311 731-411 26-1111 1-011 L0 CONTRACTOR WILL BE RESPONSIBLE FOR K F_ EEPING THE SITE SAFE AND SECURE m w AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED.CONTRACTOR SHALL Lij \.J,/ PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE,WARNING CONES, w BARRICADES,SECURITY PERSONAL, ETC.,AS REQUIRED, Lij UJ L.... 12 14 1 6 5 2 L<4 3 10 2 4 3 10 10 5 6 11 1 3 2 14 7 > z < F co ~- z ' EET KEIT,' MAP D H 'w j --------------- -------------- -------- 19TH STREtf-, DESCRIPTION OF REVISION DATE APPROVED CL co Cc � ITY Or� RANCHO CUCAMONGA 3: 0 73 2gw th A ND 31"'A PPHIR"k T in SOUTH SIDE OF 19th STREET EAST FROMbAYWOOD WAY TO EAST OF VINEYARD AND EAST SIDE OF SAPPHIRE cop ID underruound zt3iervice Alert 11j"I y com CONSTRUCTION PLAN Call.- TOLL FREE APPROVED BY: -- Coco DATE. 4-17-08 1r1'j%LA1r\j1 E F E E INJ C E Z:) CITY ENGINEE RCE No. 42156 DESIGN 1 -800 RECOMMENDED Ti� Ill ARCHITERRA DESIGN GROUP Z5 Z5 FOR NOTES AND LEGENDS, SEE THIS SHEET EiE 122 DR JLP LANDSCAPE ARCHITECTURE << 422-4133 FOR CONSTRUCTION DETAILS, SEE SHEET L-6 SITE PLANNING Mm_ DRAWN 10221-A TRADEMARK STREET Sfp_ET << FOR CONSTRUCTION SPECIFICATIONS, REFER TO CITY OF RANCHO CUCAMONGA SPECS. RANCHO CUCAMONGA, CA 91730 r­r__ TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-9 DCM com (909)484-2800 FAX: (909)484-2802 L-4 OF 16 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-14 CHECKED 2834 SCALE: 1 20' JRC/JLP DATE 03/27/08 RLA NO. 0802-5 DRAWING NO. JOB NO. 2199-L | / 1 ` { / - ' -19TH STREET- — CONSTRUCTION LEGEND 1 101-611 75"-1° 34'-1011 0. 140'-211 0. 34'-1011 73'-21" 01 a EXISTING MASONRY BLOCK WALL OR FENCE. PROTECT IN PLACE. 71-611 01 71-611 _['y ;•: TYP TYP 0 t COBBLE PAVING.SEE DETAIL A,SHEET L- (CITY STANDARD 542). 0 z aw 5 0'"..0'�' 6"WIDE CONCRETE MOWSTRIP.SEE DETAIL C,SHEET L6 (CITY STANDARD 534). 0, 0 AWAq 4� GRANITE LANDSCAPE BOULDER AVAILABLE FROM LOCAL QUARRY APPROVED BY 7 P.A. P.A. P -24 .A. 'A . Y. (L T L•6 (GITY STANDARD 542-A). 11 �,� .. : :::..... . ...::::. :.. � � - � B_1811 16 Rpm g C-14"-1611 EXISTING CITY SIDEWALK. PROTECT IN PLACE. ° 2 h° 4 5 uj > ` Q EXISTING CURB AND GUTTER. PROTECT IN PLACE. 13 12 4 3 5 6 4 1 12 14 2 1 3 2 12 14 4 1 6 3 2 11 7 4.4 EXISTING FIRE HYDRANT. PROTECT IN PLACE. 0 EXISTING LMD LANDSCAPE AREA. PROTECT IN PLACE. 9 EXISTING POWER POLES. PROTECT IN PLACE. 10 EXISTING SITE UTILITY,TO REMAIN AND TO BE ADJUSTED TO GRADE IF NECESSARY. REFER TO CITY OF RANCHO CUCAMONGA PROJECT SPECIFICATIONS. 11 EXISTING TREE TO BE REMOVED. 12 EXISTING STREET SIGNS. PROTECT IN PLACE. 13 EXISTING ACCESSIBILITY RAMP. PROTECT IN PLACE, 14 EXISTING STREET LIGHT.PROTECT IN PLACE. 15 CONSTRUCT NEW 4"THICK MEDIUM BROOM CONCRETE WALK wl SCORES AND EXPANSION JOINTS PER CITY OF RANCHO CUCAMONGA PROJECT SPECIFICATIONS. EXISTING MOWSTRP TO REMAIN. PROTECT IN PLACE. 17 EXPANSION JOINT PER CITY OF RANCHO CUCAMONGA PROJECT SPECIFICATIONS. 18 SCORE JOINT PER CITY OF RANCHO CUCAMONGA PROJECT SPECIFICATIONS. CONTRACTORS SAFETY NOTE: CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED.CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE,WARNING CONES, BARRICADES,SECURITY PERSONAL, ETC.,AS REQUIRED. D SC q p,,k, 40 w n a � � Si a re 4 ®8 e a �. Dateiv F C PN,1�® S H E E T K"E MAP W � III CITY isTH STREET_ ED 19TH sTREE-r. ... ESQ IP'TION OF EVISION ATE 7. PROv < .w w IL ° a Q m cc CITY Otm RANCHO CUCA� MONGA ® o i01: ¢ w 0 Z z ED < > -V 'ff� '" AND `APw"hHIv"hE "T N.T.S. th K 3 SOUTH SIDE OF 19th STREET EAST FROM BAYWOOD WAY ca �W TO EAST OF VINEYARD AND EAST SIDE OF SAPPHIRE x� m C G RS Ki m conderd-Around 'erv'ce Alert%J 0 1 LA wy CONSTRUCTION PLAN No N QJ APPROVED ® • �' /7-0? COV) ME .6.5 h IN u Call- TOLL FREE ' LA N E F E rm% E E S CITY ENGINEER RCE Q 42156 • DESIGN RECOMMENDED cu cu FOR NOT LEGENDS, THIS ARCHIT A DESIGN GROUP u)� ' /J LANDSCAPE ARCHITECTURE SITE PLANNING naFOR CONSTRUCTION DETAILS, SEE SHEET - DRAWN 10221-A TRADEMARK STREET s ET Q422-4133 FOR CONSTRUCTION SPECIICAI N , REFER TO CITY OF RANCHO CUCAMONGA SPECS. RANCHO CUCAMONGA, CA 91730 QqFOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-10 DCM (909)484-2800 FAX: (909)484-2302 OF 16 0o P NDIN PLANTINGPLAN, S T L-1 2834 co KI DAYS Y I CHECKED RLA . DRAWING NO. 0000 SCALE: IP"=20" JC/JLP DATA 03127108 COs No. 0802- 2199- PROJECT Sheet o. of ~- .. .- ~- � | � ~i | CASE I MORTAR EVEN WITH FLAT SIDE UP CURB CURB AND WALK TOOL MORTAR JOINTS TO ACCENT COBBLE. COBBLESTONE SIDEWALK ON 3"MINIMUM CONCRETE BED UNDERNEATH COBBLESTONE CASE 2 BOULDER PER STD 542-A (LOCATE PER PLAN) 3"MIN.SOIL DEPTH AT EDGE OF COBBLE BOULDER SIZE AND COBBLESTONE LOCATION PER PLAN CONCRETE HEADER-1/2"RADIUS EXPOSED EDGES AND FINISH PER PLAN 1/2"POLY-FOAM I"IN LAWN (INSTALL AT GRADE LEVEL AT SWALE 3-1/2"MINIMUM EXPANSION JOINT CONCRETE BED 2"IN PLANT BED CROSSINGS) DEPT Idd 22 1/2"RADIUS F.S.SHALL BE FLUSH WITH 4" TOP OF CONCRETE HEADER, vv T _2 ABOVE HEADER. 4"CON��RETE BED CONCRETE CURB COBBLESTONE BENEATH COBBLE W/#3 BAR zz CURB&GUTTER SEE DETAIL FOR #3 RE-BAR CONTINUOUS CC CO U-1 6"PCC MOW CURB END CONDITION (UNLESS OTHERWISE INSTRUCTED) PER C ITY STD.534 ADJACENT HARDSCAPE 6"PCC MOW CURB UNDISTURBED NATIVE SOIL PER CITY STO 534 REFER TO PLAN PLANTER CITY COBBLESTONE AREA SCII HARDSCAPE JOIN AT RIGHT ANGLES ITYP.) 3'MIN,I 4'MAX.RAD. EXISTING*CURB NOTES: OR WALK 1.CONCRETE CLASS 520-D-2500. END CONDITION NOTES: NOTES: 2.ROCK SIZES,UNLESS OTHERWISE SPECIFIED,SHALL BE: 1.BOULDER PER CONSTRUCTION PLAN,RECESS AT LEAST 1/3 OF BOULDER'S DEPTH INTO SUB-GRADE AS BOULDERS:MAX.3'0"-MIN,1'6" SHOWN.PLACE BEFORE FORMING CONCRETE PAVING.LANDSCAPE ARCHITECT TO APPROVE 1.PROVIDE SCORE JOINTS AT 10'-0"O.C.AND 3/8"EXPANSION JOINTS AT 20'-0"O.C, COBBLESTONES:MAX.18"-MIN.6"WITH ONE FLAT SIDE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION, �2 2 8"WIDE CONCRETE HEADER TO BE USED ONLYINHEN ADJACENT TO CITY-MAINTAINED 3.BOULDERS SHALL HAVE 1/3 EMBEDMENT,COBBLES SHALL HAVE 2/3 EMBEDMENT A 4.ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASSVMORTAR,1 PART CEMENT TO 2-2/1 PARTS SAND,2000 PSI 2.1/2"POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. TURF. PORTLAND CEMENT CONCRETE.(NO"DRY-PACK'IS ALLOWED) 3.ADJACENT CONCRETE PAVING POURED AROUND BOULDER,SEE CONSTRUCTION PLAN. 3.CONCRETE TO BE 520-C-2500 MIN. 5.A SAMPLE AREA,MIN.40 SO.FT.,SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TO PROCEEDING WITH 4.90%COMPACTED SUB-GRADE. C? 4.HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS,AS AN EDGE REMAINING ROCK WORK. TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK,AND BETWEEN ALL TURF AND 6.FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. (D GROUNDCOVER AREAS, C? 7,ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE]RON CONTENT. 8.ALL COBBLE STONE AREAS SHALL HAVE 6"xV CONCRETE HEADER AS AN EDGE AT PLANTING. 9.ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2%MIN.AT ALL TIMES WITHIN THE R.O.W. 0� 91 0 CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA C�l CITY OF RANCHO CUCAMONGA, CALIFORNIA STANDARD PLAN APPROVED BY: c� - — RIVER WASHED GRANITE STANDARD PLAN APPROVEDB. 0 0 BOULDER PLACEMENT STANDARD PLAN w COBBLESTONES 542 w CONCRETE HEADER w DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER 534 Or RC,E24953 SHEET I OF R.CE. 24953 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION > CITY ENGINEER SHEET I OF I LU DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION COB" BLE PAVING B(DULDER BY rt-xv Milli UU11)JURETE HEAD'"' BrI S ALE: N.T.S. SCALE: N.T.S. CO cp to —31 08 all Da DESCRIPTION OF REVISION DATE CITY APPROVED —CITY OF RANCHO CUCAMONGA SAPPRIKE, Pnth 0-11" ANY" SOUTH SIDE OF 19th STREET EAST FROM BAYWOOD WAY TO EAST OF VINEYARD AND EAST SIDE OF SAPPHIRE Cu"NSTRUCTIOIN' DETAILS APPROVED BY: 4 DATE: 4-17-06 CITY ENGINEER J/je,�& RCE No. 42156 DESIGN RECOMMENDED ARCHITERRA DESIGN GROUP JLP LANDSCAPE ARCHITECTURE SITE PLANNING DRAWN 10221-A TRADEMARK STREET SHP_ET RANCHO CUCAMONGA, CA 91730 JLP (909)484-2800 FAX: (909)484-2802 L-6 OF CHECKED RLA No 2834 DRAWING NO. JRC/JLP DATE 03/27/08 JOB NO 0802-5 2199-L / PROJECT Sheet No. of______ ' ` 4 , SEEP.O.C '1' IRRIGATION NOTES : ENLARGEMENT BELOW 1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CVWD,IS REQUIRED AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER,INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE CUCAMONGA VALLEY WATER POINTPOIN TI '1' DISTRICT FOR COSTS AND INSTALLATION PROCEDURES, CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR(IF REQUIRED),FOLLOWED BY BACKFLOW DOWNSTREAM TO A NEW 1" LANDSCAPE WATER METER. EXTEND PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY A MASTER VALVE, ALL EQUIPMENT SIZED PER PLAN, INSTALL ALL EQUIPMENT PER CITY CONTROLLER 'A' NEW TYPE K COPPER PIPE( QR AS PER LOCAL CODE) AND INSTALL STANDARDS AND SPECIFICATIONS,MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED 11/2" PRESSURE REGULATOR PRESSURE, A 11/4" BACKFLOW ON SITE BY A REPRESENTATIVE OF THE CITY. AUTOMATIC IRRIGATION CONTROLLERS TO BE CALSENSE PREVENTER, A 11/4" FLOW METER, 11/2" MASTER VALVE AND PEDESTAL-MOUNTED, MAKE AND MODEL AS SPECIFIED ON EXTEND MAINLINE TO VALVES AS SHOWN. 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN ACOAST GUARD SHACK CGS-2 ENCLOSURE,AND SHALL BE INSTALLED PARALLEL TO THE IRRIGATION LEGEND. INSTALLATION LOCATION STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. APPROXIMATE. 110 VOLT POWER PROVIDED BY OWNER. 4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IRRIGATION CONTRACTOR SHALL PROVIDE AND INSTALL EXISTING STATIC PRESSURE: 110-117 P.S.I. S IN BATTERIES IN EACH CONTROLLER FOR BACKUP POWER. SYSTEM DESIGN PRESSURE: 59 P.S.I. Uj PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND MAXIMUM G.P.M. DEMAND: 22 G.P.M. EQUIPMENT,AND ARCHITECTURAL FEATURES. ADDRESS: 6631 SAPPHIRE ST., RANCHO CUCAMONGA, GAlow 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL 1000 " DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES PIPES AND STRUCTURES AND SHALL TAKE SOLE " RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. i / Uj \•ti \\A,,,\\\,,,, Ah\ r,,:; \\\ .. .. v .... .,..vim .. ...... " AR ' If f " \\ ,.`: \V A,,,,,�.,,\„l+ }.l\ \\, .\,,,,1\,.,.,,' \„ \,\ \,\,,,,\,\\\\\ .\. \\+ ..,.,,,,,,.,,,, �.,,, .. .. .. _.. :.." Am ... .. v:..... ... ••::: :., `Li; Q\,\,,,,,,\1, \,' hV i1,U„11,\„\ 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS STREETSa m m /09' ID9"= A-1 " 3/4 MIN 3/4 /4 E A 4 M 3/" 1 /4 WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT ___ INITIAL CONSTRUCTION. I = 100 110 11111/2" ___________ ___________ 111 11/2" 11/2" 11/2" _ _ -----------_ 8, WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO t PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO - �� _ _ _ _ _ _ _ _ _ _ _ _ - -® _ - _ _ ® - - - - - - - - - - _ _ _ _ _ ® _ - I _- _ 8"" _ �- _ - _ ® _ _ _ _ _ .. _ - _ ADDITIONAL COST TO THE CITY. 9. INSTALL FOUR(4)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE(RCV)OR QUICK COUPLER LLLAIN�LINE SLEEVE VALVE ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. •- 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF WATER PER WEEK(GROUND COVER/SHRUBS) 2" WIRE SLEEVEF-% I r-% E X 1E AP r _ _ v - -- - APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M.TO 5:00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION, THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED, THE 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. 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000e-8-LR w[TP-1,TP-110 AND LR/RR DOME INSTALLED WITHIN A STRONGBOX S -16SS AND A SEPARATE METERED ENCLOSURE MPS-A16-10K.ANTENNA PORT INSTALLATION TO BE PROVIDED BY THE CITY.THE CONTRACTOR SHALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE,SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE.ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. 13, THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER, ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER, 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS, TYPICAL SLEEVING NOTE: 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1/4"ABOVE FINISHED GRADE, ONTRACTOR TO SLEEVE ALL MAIN LINE AN CONTROL t t WIRES WHERE EVER THEY CROSS UNDERCOBBLE OR %VffLLER XER. REF. 11.1 �� ARDSGAPE. SEE DETAIL J - I N L E C3 E IN"U"' CONTRACTOR SHALL SAWCUT EXISTING CONCRETE I ®� AT 100' AND REPLACE AS REQUIRED. �,� 7 SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. *�, 11/4rr '57sq.ft' RAINBIRD 1812-SAM-PRS-SQ POP-UP-SPRAY HEAD 5' 1 a ' 0 30 LJJ ' W d) RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5" .20 30 RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6 .40 30 1341 120 4 AM AM V AM V V V V- As - 3/4" ..,,,,,,,.,,,.., RAINBIRD 4" /4" 1.. 314" 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8 .25 30 441A C2 4 a - - 1112" 22 m a -3 10 RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8" .50 30 ML A 0 11/4►' 954 .ft RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' .70 30 - _ _ _ _ ,.. _ .,. _ _ _ _ g"" _ - _ _ _ _ _ �.. _ - _ .®. _ ,,. _ �,. NOTES: 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO �" °� PROVIDE 100%COVERAGE TO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES. ,- 3 MAIN LINE SLEEVE 2"WIRE SLEEVE - - -� P% 1H I F 1& E SAN _ _ _ _ _ _ •" EQUIPMENT MAINLINE NOTE: A I� t t N L R(S" E M EL E` El 1"LANDSCAPE WATER METER PER CUCAMONGA VALLEY Nn T WATER DISTRICT. MAINLINE SHOWN ON THESE PLANS IS DIAGRAMMATIC,CONTRACTOR IS TO PLACE MAINLINE IN PLANTER AREAS. 11/2"MAINLINE EXTENDING TO WATTS FBV-3 LINE-SIZE BALL VALVE ' " v VALVE S SHOWN ON PLAN ♦♦ S A WILKENS 500 SERIES 11/2"PRESSURE REGULATOR ♦ a ♦ 8 STATION CONTROLLER FEBCO 825-Y 11/4" ♦ REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A COAST E ELECTRICAL METER GUARD SHACK ENCLOSURE MODEL#CGS-2. s ENCLOSURE CALSENSE FM-1.25B 11/4"FLOW METER 11/2"MASTER VALVE ION s 11/4"FLOW METER SUPERIOR 3100 SERIES 11/2"NORMALLY OPEN MASTER VALVE PER CVWD STD.111 11/4"REDUCED PRESSURE XER. REF. 11.2 A BwinC CALSENSE ET2000e-#LR/RR TP1-TP110 ELECTRIC CONTROLLER, INSTALL WITHIN STRONGBOX SB-16SS ♦ BACKFLOW DEVICE AND LR/RRe DOME #-NUMBER OF STATIONS AS SHOWN ON P.O.C. ENLARGEMENTS ♦�' M 11/2"PRESSUREREGULATORXER. REF. 11.5 U E STRONGBOX MPS-16A-10K METER ENCLOSURE,REFER TO ELECTRICAL PLANS &CITY •.r SPECIFICATIONS HOT TAPPER NEW 1"WATER METER t1k RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN CVWD STD. 123 W/2"SERVICE PER CVWD SEE PRS-D NOTE BELOW RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE, 150' O.C.MAX. APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18" APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN, MIN.COVER 12" 1 ZITH STREET _ APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS OTHERWISE NOTED �PN0 SC q p�. - EXISTING SCH.40 PVC EXISTING C.V.W.D.MAINLINE,SIZE AS SHOWN y ,,�1• ' mw%�,��'�,� NO IRRIGATION WITHIIN THIS SECTION. m s' w PRESSURE REGULATOR MODULE - v CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS NECESSARY TO ALLOW 7 31 cc: SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE. Re i a .� �'.��° ���� � �' � �.�' �'�.�' � ��.��*' .�'' ,l• Dat Sl Li LL :,s PB F pF Cp,�® PB PB PB Ifi ` it SYSTEM SUMMARY EET K"EN ' MA' EEI REFERENCE 1LARRI_GATJ_OU_(Point Value) POINTS CLAIM heet#/R fe___,#1 > 1. Low gallonage irrigation system.(20) 20 L-7,8,9,10/11.1 Aff AV cc 00 z a 2. At Automatic controller.(20) 20 L-7,8,9,10/11.2 Q DESCRIPTION 3. Designed to waterEIants by 10 L-12,13,14,15/11.3 19TH STREET.. � :.... _------- 19TH��STREET.. APPROVE ITY watering needs.(1 ) - ME Win nnnnn M 4. Sail moisture sensors.(10) - ® < z m � 111111 MINCITY OF RRnCNU" CUCAmmmONGA 5. Rain sensors.(5) 5 L-7,8,9,10/11.4 w w 6. Wind sensors.(5) - - m Q N.T.S. 1 0 1 _91th �o I AND ST 7. Sensitive to slope factors.(5) 5 L-7,8,9,10/11.5 m 8. Reclaimed or recycled water.(5) SOUTH SIDE OF 19th STREET EAST FROM BAYWOOD WAY TO EAST OF VINEYARD AND EAST Total Points Claimed: 60 WIRRIGATION PLAN undermound Service Alert ® (Minimum Points Required: 60) APPROVED BY: DATE- -17,06- Call: TOLL FREE CITY ENGINEE P" E F E F-1 E N C'EU V P ""'LAN L;hUZDZ:) K F\ V No 0"' E ff E I Z UK Y DESIGN RECOMMENDED DESIGNARCHITERRA 1 -800 „01 DRI JLP LANDSCAPE ARCHITECTURE (Ilf P L T S AND LEGEND S SHE T THIS SHEET SITE PLANNING CONTROLLER VALVE ' Q GPM DRAWN 10221-A TRADEMARK STREET S ET FOR I IGATIO DETAILS, SEE S T L-11NONNOMINEE RANCHO CUCAMONGA, CA 91730 VALVE SIZE 3/411 490 .ft ZONE SQUARE FOR CORRESPONDING CONSTRUCTION PLANS SHEET L-2 FAC (909)484-2800 FAX: (909)484-2802 OF 16 FOOTAGEa 1 s 1 a 2a CORRESPONDING PLANTING PLAN, SEE SHEET L-12 CHECKED RLA NO. 2834 DRAWING NO. T KI AY F Y I � „ FOR IRRIGATION SPECIFICATIONS, REFER TO CITY SPECS BOOKLET SCALE. 1 -20 JRC/JLP DATE 03/27/08 JOB NO. 0802-5 2199-L CTSheet o. of CONTROLLER : AUTOMATIC IRRIGATION CONTROLLERS TO BE CALSENSE PEDESTAL-MOUNTED, MAKE AND MODEL AS SPECIFIED ON IRRIGATION LEGEND. INSTALLATION LOCATION APPROXIMATE. 110 VOLT POWER PROVIDED BY OWNER. _ TH b K _ _ _ _ _ _ IRRIGATION CONTRACTOR SHALL PROVIDE AND INSTALL I w =ERREF. 11.1 ---*] hK1UAT1u1Nj LEG"' ENru"" ' BATTERIES IN EACH CONTROLLER FOR BACKUP POWER. SYM: MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. ADDRESS:8551 19th ST., RANCHO CUCAMONGA, CA ftI �G 6 RAINBIRD 1812-SAM-PRS-5Q POP-UP-SPRAY HEAD 5' .10 30 No RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5 .20 30 ^6 RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 30 ' * s - - } p" - r�f+�F f.� ,r 5�+ rF r .P .- $" �� / - _ _ - f �I ® _+�' ® _ — _ '�# - ' r _ _ ® _ . 2 8 �'aR 1�W � ��►'' RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD $ 25 30 :> PB 4 /4 314 /4 M: /4" 314" / ' 3/4" B 3 4' /4' 3/4" RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' S0 30 1 4 >, E 1" ----------------------- -------- ------®------ RAINBIRD 1812-SAM-PRS-$VAN POP-UP-SPRAY HEAD 8 .70 30 11/4" 11/4" s A —-.—-.—-. —-.——... .m.--------- ———————————-•——————————-. -- •-—----------- � NOTES: UJ 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE TO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES. . 3" MAIN LINE SLEEVE 4.� ����:� EQUIPMENT 2"WIRE SLEEVE El EXISTING 1"LANDSCAPE WATER METER PER CUCAMONGA VALLEY WATER DISTRICT. >.,. MAINLINE NOTE: WATTS FBV-3 LINE-SIZE BALL VALVE MAINLINE SHOWN ON THESE PLANS IS DIAGRAMMATIC, WILKENS 500 SERIES 11/2"PRESSURE REGULATOR CONTRACTOR IS TO PLACE MAINLINE IN PLANTER AREAS. FEBCO 825-Y 11/4"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A COAST GUARD SHACK ENCLOSURE MODEL#CGS-2. CALSENSE FM-1.25B 11/4"FLOW METER SUPERIOR 3100 SERIES 11/2"NORMALLY OPEN MASTER VALVE jlX . REF. 11.2 AED C CALSENSE ET2000e- LR/RR TP1-TP110 ELECTRIC CONTROLLER, INSTALL WITHIN STRONGBOX SB-16SS ® AND LR/RRe DOME #-NUMBER OF STATIONS AS SHOWN ON P.O.C. ENLARGEMENTS XER. REF. 11.5 E STRONGBOX MPS-16A-1 OK METER ENCLOSURE, REFER TO ELECTRICAL PLANS &CITY SPECIFICATIONS RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN SEE PRS-D NOTE BELOW RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE, 150' Q.C.MAX. 3"WIRE SLEEVE 4" MAIN LINE SLEEVE APPROVED SCK40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18" APPROVED SCH,40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12" CONTRACTOR TO UTILIZE 9'%TH 6 E _ TYPICAL SLEEVING NOTE: ---------- APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE EXISTING 1"WATER METER CONTRACTOR TO SLEEVE ALL MAIN LINE AND CONTROL - INSERTED,UNLESS OTHERWISE NOTED cr WIRES WHERE EVER THEY CROSS UNDER COBBLE OR HARDSCAPE. SEE DETAIL J SHEET L-11. P-- - — EXISTING SCH.40 PVC EXISTING C.V.W.D.MAINLINE,SIZE AS SHOWN EENLA]RGEMENT O,C 2 CONTRACTOR SHALL SAWGUT EXISTING CONCRETE A� BELOW 5rr��� AND REPLACE AS REQUIRED. �g 01 00 PRESSURE REGULATOR MODULE (PRS-D) NOTE.' Go R L VALVES AS NECESSARY TO ALLOW, .# - --- - � .� ���.� � �r .� � SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE ® NTRA T R TO ADJUST EACH PRS MODULE AT REMOTE CONT _ — _ _ _ _ _ _ _ — _ — _ _ ®. _ - - _ �" - - _ .�- _ .�.. _ .� _ ® _ — _ — _ — _ _._. _ — _ .� _ — _ ®. _ — _ _ _ � _ RAT . 3/4' 3/4' 4 4' ..:..., Q /411) ' :. ..... 11/4" 11/4" 1114, r 11/4" _ _®W POINTI ' ' m ,1 ——_——__ NOTE ——_ \V A\\\ll\\A\\\\\\1 \\i A\`i A111\11411111111 Al\: \\'a \\1\11\11111\0.0.1; A11' !.l'4, l\\\l\\\\l\\\\ll` \11 R1\ l0.\Ulll4lllll\ A\ti \1i t\\\\\\l1\\1111'*1'\111110.10.114i ?4\+ \'4 \\ll\\\\\ll\U \\t Al Al\1\\\1\1\1\ \\ i9: A0.'4llS4ll\'4lS ---- ------ - \ '\\ CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM TO AN EXISTING 1" LANDSCAPE WATER METER. "- J REFER TO UTILITY PLANS FOR ADDITIONAL INFORMATION. LF EXTEND NEW TYPE "K" COPPER PIPE (OR AS PER LOCAL CODE) AND INSTALL A 11/4 PRESSURE REGULATOR 11/4 BACKFLOW PREVENTER, A 1" FLOW METER, AND A 11/4" MASTER VALVE AND ti EXTEND MAINLINE TO VALVES AS SHOWN. STATIC WATER PRESSURE: 122-129 P.S.I. SYSTEM DESIGN PRESSURE: 58 P.S.I. MAXIMUM IRRIGATION DEMAND: 14 G.P.M. ti u IN T R 0"' L L E Kwm% r 4 t t VAL"VE6 -7 7B-4 14 7 PNQ SC APt" 467 .ft .ft. MW/,4 4 CO -2 7 7 w 7'® 603 s4f.ft. 7" 437 sq.ft. �g� Ure 7-3 8 ID _3 7 Dat '* 7" 3 . t. T� QFC 0 M A P t03HEET r'xAwE%Yr A 00,", 0o"IUt t 'T w. El'N' L A 'G E M EN MAINLINE EXTENDING TO ♦ *' • VALVES AS SHOWN ON PLAN CITY B a 12 STATION CONTROLLER 19TH STREET. 19TH STREETDATEAPPROVED E cc ELECTRICAL METER ♦ ENCLOSURE o � N <t w ® O 4 Q <t; 11/4"MASTER VALVECI �IY OF RAmnmCN0 CUCAMONGA `� z 1"FLOW METER m Ir > —11/4"REDUCED PRESSURE N T191 It h I" A N S'A P P By I I< W ♦ M ® BACKFLOW DEVICE ®®♦ ®♦ STREET EAST FROM BAYWOOD WAY 11/4"PRESSURE REGULATOR Sco SOUTH t . ®� ® ® rr AST OF VINEYARD AND EAST SIDE OF SAPPHIRE m undere4round Service Alert EXISTING 1"LANDSCAPE WATER METER M w IRRIGATION PLAN co . o CITY ENGINEERQ q No. 42156 ( AIN UKU%%jb K U b 1 -800 F%L E F E E P E e% DESIGN RECOMMENDED m %j NU K y DR JLP ARCHITERRA DESIGN GROUP v LANDSCAPE ARCHITECTURE VALVE %'Om% I Z I 1 "E"' Jr 422-41 %3j FOR NOTES AND LEGENDS, SEE SHEET THIS SHEET SITE PLANNING DRAWN 10221-A TRADEMARK STREET S ET FOR IRRIGATION DETAILS, SEE SHEET L-11 RANCHO CUCAMONGA, CA 91730 TWO KIN AY F YOU IG CONTROLLER VALVE - 1 GPM FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHE T L-3 FAC (909)484-2800 FAX: (909)484-2802L-8of16 VALVE SIZE 3/411 / " 90 .ft. ZONE SQUARE FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-13 CHECKED RLA Na. 2834 DRAWING NO. FOOTAGE FOR IRRIGATION SPECIFICATIONS, REFER TO CITY SPEC'S BOOKLET SCALE: 1"=20' J RC/J LP DATE 03/27/08 ,rob Na. 0802- 2199-L PROJECT Sheet No. o LL —1 9TH STREET- - 10 0 0 w uLL 2 ' - - --- - --- - - - - - - — - - - - _ :,. 3t�- 8" - - - - A- — - grr 4 ___.. - - - — - — - - - — - - - - w w Qr 3(4" 3/ ° 11 3/ 3/4" 3/ ' 4 r3/ 3! " 1 r 3( /4' 3 (4 31 1 4'" ( 3 4" 4 AVA 4° 14" 3/4" 3 3 11/4 --------------® ------® .. 11(2" .. .. .. 11/4 �-2 a. .. �. �. �. .. o, �. .. 43 .. 1112" .. .. ®�.� �, ^�. :. .� e. .. s. ®- .� .� �*' .�°�'��..��' A,#��'` .��'.�� �'.f'�frr��.��' .sF ..�'�'� �'t�.���1"" '.� '�� .��.A"�,"��.r� .� �''� �".�' �` .�*.�'' �'J'��°�. �!�.����,��R �' .1` .rR' a�}�3►.a',r!'' .�'' .!' .J'J°�.�''��iR,.t'.sJ '�'�',r*�.ifi��' IrJR.�.�' ��'�".#' .�* JR� "�,��'' rrF �'' .+1�'1�` �'' J.�' '�►� POINT r r `~ CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM TO A NEW 1" LANDSCAPE WATER METER. EXTEND ,* /� I ♦4 "r NEW TYPE 11KII COPPER PIPE(OR AS PER LOCAL CODE) AND INSTALL 3 MAIN LINE SLEEVE 3 MAIN LINE SLEEVE 11/2" PRESSURE REGULATOR PRESSURE, A 11/4 BACKFLOW PREVENTER A 11/4 F rr 2"WIRE SLEEVE LOW METER, 11/2 MASTER VALVE AND 2"WIRE SLEEVE EXTEND MAINLINE TO VALVES AS SHOWN. i MAINLINE TYPICALI EXISTING STATIC PRESSURE: 136-147 P.S.I. MAINLINE SHOWN ON THESE PLANS IS DIAGRAMMATIC, CONTRACTOR TO SLEEVE ALL MAIN LINE AND CONTROL SYSTEM DESIGN PRESSURE: 61 P.S.I. CONTRACTOR IS TO PLACE MAINLINE IN PLANTER AREAS. WIRES WHERE EVER THEY CROSS UNDER COBBLE OR MAXIMUM G.P.M. DEMAND: 23 G.P.M. HARDSCAPE. SEE DETAIL J SHEET L-11. CONTRACTOR SHALL SAWHT EXISTING CONCRETE AND REPLACE AS REQUIRED. UUNTRIU'LLER"k 1 t 'VAL"VES" **N rc ®4 1 r77N 1fic- 11 1114" 1114" 11141f . t.------------- 111 rr .ft. - 1 17 1 111 " 1 .ft. 1114" 4 .ft. 111 " . t. AV SEE P.O.C'3' ENLARGEMENT AT RIGHT r73 23 1 -% 1 t C-9 LL 'C' NOTE: 1114" . t. 1114" . t. 1114'® . t. AUTOMATIC IRRIGATION CONTROLLERS TO BE CALSENSE - - - - - - - - -- PEDESTAL-MOUNTED, MAKE AND MODEL AS SPECIFIED ON - -- - - IRRIGATION LEGEND. INSTALLATION LOCATION APPROXIMATE. 110 VOLT POWER PROVIDED BY OWNER. 3" MAIN LINE SLEEVE IRRIGATION CONTRACTOR SHALL PROVIDE AND INSTALL BATTERIES IN EACH CONTROLLER FOR BACKUP POWER. G t 211 WIRE SLEEVE ADDRESS:8871 19th ST., RANCHO CUCAMONGA,CA ��� LAr"ONEMENT t t EL 11/2"MAINLINE EXTENDING TO _ _ _ _ .� _ _..._ _ _ _ _ �. _ _ — _ _ .� _ �. _ _ _ — _ a _ _ _ — _ ..._. _ .._ _ _ g�P ..�. _ .,�. _ .._. _ .._._ _ _ _. _ _ _ _ _ — _ _..._ _ .� _ � _ _. _ _ _ _ ,._ _ e►�" '� VALVES AS SHOWN ON PLAN 7j A�W S 3/4" 3 3/ / 3! " " /4° _ !4° _ �, c 16 STATION CONTROLLER /4 3/4 3 4 3/ i /4 3/4 4 /4 3/4 1 3/ " 3/4'r a ::. E C � a aMETER E -ELECTRICAL - ---------- ------------ 11( ' ENCLOSURE .. 1 .. �. .•, .� " --- .. � s � 2'" 11/2" �-•�.-------- � �_�. 11/2° •. � .. .. "7 .. . :. A .�:�' �, ®-®-®-®-;� ®- ---------_-__-- 40 wwww wvw� nww nw� �vvv»vva»>4 a� w, w,,vvw NN-,V o� .ww wwwwwwe�vwwww� »v » a»vra vvvv�vLij h~,,`w w-_- '"� 11/2"- s ---11/2"MASTER VALVE uj �' ��' �'� f.�'.d'' � �' �'��f'.f /- � ��s���� �►'s�",+'' �Mft',X' °� ����.1�� .f.�'�!�"�� '. "�� �����"� .�' .�` ' ���►*�I''.�.,� #� .i�.�'.���'' ...�f�'��Jr"..r�.!'' ���'F.�/,�"+�'` �'' �'' �1�'.�'�' �'�M'�+" 11/4"FLOW METER :>¢¢x•:>:.:'}:a•S>r,;:.y -- it -11/4 REDUCED PRESSURE MAIN LINE SLEEVE M BACKFLOW DEVICE 2"WI 4 11/2"PRESSURE REGULATOR RE SLEEVE 4 MAIN LINE SLEEVE a o .. •e ear 3"WIRE SLEEVE HOT TAP PER NEW 1"WATER METER CVWD STD. 123 W/2"'SERVICE PER CVWD STANDARDS 103 AND 111 W, 'CAP ® Um lv/ cA rn 19 -' -i ����IRRIG%ATIONN i aiure MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. EQUIPMENT 7- 1-08 RAINBIRD 1812-SAM-PRS-5Q POP-UP-SPRAY HEAD 5' 10 30 Date M 1"LANDSCAPE WATER METER PER CUCAMONGA VALLEY T� QQ. RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' .20 30 WATER DISTRICT. Q C A�- Z5 RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 30 04 WATTS FBV-3 LINE-SIZE BALL VALVE RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' .25 30 WILKENS 500 SERIES 11/2'"PRESSURE REGULATOR FEBCO 825-Y 11/4"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A COAST M A RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .50 30 GUARD SHACK ENCLOSURE MODEL# CGS-2. H E E T KOE Yr Al-j RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' .70 30 CALSENSE FM-1.25B 11/4"FLOW METER W SUPERIOR 3100 SERIES 11/2"NORMALLY OPEN MASTER VALVE 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE TO REDUCE OVERTHROW ONTO WALLS ,WALKS AND STRUCTURES. X F. 11.2 A B C CALSENSE ET2000e- -LR/ R TP1-TP110 ELECTRIC CONTROLLER, INSTALL WITHIN STRONGBOX SB-16SS CL °- AND LR/RRe DOME #-NUMBER OF STATIONS AS SHOWN ON P.O.C. ENLARGEMENTS ? LER. REF. 11.5 19TH STREET_: .._ 19TH STREETDESZK------ APPROVED E STRONGBOX MPS-16A-10K METER ENCLOSURE, REFER TO ELECTRICAL PLANS &CITY ­01 0 w `. ~~ SPECIFICATIONS Q z co cc " ITY RmNCHO CUGAw < C U Im- A MONGA ® } O J ! < RAINBIRD EFB-GP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN ,- w Q w �- z SEE PRS-D NOTE BELOW � z N.T.S. U > U RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE, 150' O.C.MAX. 'w_1T rim1 '09"t h �S` I` A N S A P-rv-'h H I W U) APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18" S S .19t BAYWOOD WAY co AST F APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.DOVER 12" F EAST SAPPHIRE ------ APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE W undere-around ® _ - INSERTED, UNLESS OTHERWISE NOTED EXISTING SCH.40 PVC EXISTING C.V.W.D.MAINLINE,SIZE AS SHOWN IRRIGATIONPLAN APPROVED BY: DATE 4--17--Ob Call.- TOLL FREE - } : • PRESSURE REGULATOR MODULE 42156 DESIGN RECOMMENDED CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS NECESSARY TO ALLOWNU ARCHITERA DESIGN GROUP Cr 2 ( SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE. D l JLP LANDSCAPE ARCHITECTURE FOR NOTES AND LEGENDS, S T THIS SHEET SITE PLANNING 2 < 422-41A 33 DRAWN 10221-A TRADEMARK STREET S ET FOR IRRIGATION DETAILS, SEE SHEET L-1 1 RANCHO CUCAMONGA, GA 91730 Q FOR CORRESPONDING CONSTRUCTION PLAN, S SHEET L-4 FAC (909)484-2800 FAX: (909)484-2802 OF 16 co W WORKINGDAYS BEFORE YOU IG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-14 CHECKED RLA NO. 2834 FOR IRRIGATION SPECIFICATIONS, REFER TO CITY SPC' BOOKLET SCALE: 1"®20' DRAWING Na. JRCIJLP DATE 03i27C08 1a;I3 No. 0802-5 2199-L eet No.Shof -19TH STREET- - XER. REF. 11.1 IRRIGATION LEGEND t G SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. ��n. ���'� b RAINBIRD 1812-SAM-PRS-5Q POP-UP-SPRAY HEAD 5' ,10 30 Lij Q Q f�f# JJPJ° d! if rl� .RiJF F dr ✓� XsSFg1, )� .F ' RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' .20 30 CcRAINBIRD 1812-SAM-PRS-6VAN POP-UP-SPRAY HEAD 6' ,40 30 i�p 2 LL RAINBIRD 1812 SAM S 8Q POP-UP AY HEAD 8' 2 30 3/4" 3/4" /41 3/4'" ;:: 3i4" 4� -PR - -SPR A p :. :,.. 3/4" 3/ " 3/4° 3/4 1 3/4 314 RAINBIRD 1812-SAM-PRS-8H ' ,� _______________ 14 _ _ POP-UP-SPRAY HEAD 8 .50 30 — _ 11/2 _ ___ _,� _ _ _ 11/2" RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8 .70 30 !d!d! ,40„ NOTES: - 01 ,,. Uj 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100/p COVERAGE TO REDUCE OVERTHROW,�°k ,. .. -. Q ONTO WALLS,WALKS AND STRUCTURES. ' 4" MAIN LINE SLEEVE 3" MAIN LINE SLEEVE 3" MAIN LINE SLEEVE EQUIPMENT 3"WIRE SLEEVE 2"WIRE SLEEVE 2"WIRE SLEEVE El 1"LANDSCAPE WATER METER PER CUCAMONGA VALLEY MAINLINE WATER DISTRICT. NOTE: < < TYPICAL L 1 • WATTS FBV-3 LINE-SIZE BALL VALVE • MAINLINE SHOWN ON THESE PLANS IS DIAGRAMMATIC, CONTRACTOR TO SLEEVE ALL MAIN LINE AND CONTROL 1 >- CONTRACTOR IS TO PLACE MAINLINE IN PLANTER AREAS. WIRES WHERE EVER THEY CROSS UNDER COBBLE OROL WILKENS 500 SERIES 11/2"PRESSURE REGULATOR HARDSCAPE. SEE DETAIL J HT L-11. CONTRACTOR SHALL SAWGUT EXISTING CONCRETE FEBCO 825-Y 11/4"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A COAST AND REPLACE AS REQUIRED. GUARD SHACK ENCLOSURE MODEL#CGS-2. CALSENSE FM-1.25B 11/4"FLOW METER SUPERIOR 3100 SERIES 11/2"NORMALLY OPEN MASTER VALVE XER. REF. 11.2 A B C CALSENSE ET2000e- -LR/RR TP1-TP110 ELECTRIC CONTROLLER, INSTALL WITHIN STRONGBOX SB-16SS AND LR/RRe DOME #-NUMBER OF STATIONS AS SHOWN ON P.Q.G.ENLARGEMENTS XER. REF. 11.5 E STRONGBOX MPS-16A-10K METER ENCLOSURE, REFER TO ELECTRICAL PLANS &CITY SPECIFICATIONS RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN SEE PRS-D NOTE BELOW RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE,150' O.C. MAX. APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18" APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12" ------ APPROVED SCH,40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS OTHERWISE NOTED ® EXISTING SCH.40 PVC EXISTING C.V.W.D.MAINLINE,SIZE AS SHOWN FPRESSURE CTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS NECESSARY TO ALLOW NT AMOUNT OF PRESSURE TO OPERATE EACH VALVE. D S C A p, 44 CP ca c, W 0 ign ure —31 08 D ,ri► Dater P A �Q, H E E T Ke E%Yff M A I` w 19TH STREET -_ CITY } 19TH STREET _ APPROVED tt ® Q CCITY Off RA� NCNO CUCA� MONGA Q m CC < z >_z N.T.S .m U > co A N"T-"'A 31_'APP�HIRE N1w ly"th S -I m m SOUTH SIDE OF 19th STREET EAST FROM BAYWOOD TO EAST OF VINEYARD AND EAST SIDE OF SAPPHIRE clj W underground ServiceIRRIGATIONPLAN• APPROVED cn ® e Call: A I CITY ENGINEER-- RCE No. 42156 R C EDESIGN RECOMMENDED E F rmm R EL 1 -800 ARCHITERRA DESIGN GROUP PLAN C U60 h r. IN /JLP LANDSCAPE ARCHITECTURE NOTES AND LN SHEET 422-14133SITE PLANNING DRAWN 10221-A TRADEMARK S TREET DETAILS,FOR IRRIGATION -11 S ET RANCHO CUCAMONGA, CA 91730 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-5 FAC (909)484-2800 FAX: (909)484-2802 L-10 OF 16 4 m TWO WORKINGAY YOU DIGCORRESPONDING PLANTING PLAN, SEE SHEET L-15 exE�KED SLA No. 2534 O IRRIGATION SPECIFICATIONS, REFER TO CITY SPC'S BOOKLET SCALE: 1"^20'FOR Na. JC/JLP DATE 03/27/08 J®$No. 050 -5 2199-L _ ___ _ .(-'''" Ppt Nn of Q a ENCLOSURE.MODEL PER BACKFLOW PREVENTER W w IRRIGATION LEGEND ASSEMBLY TO SPRINKLER-ANGLE PIPE TO POP-UP SPRAY HEAD BODY 6"-12"DIAMETER CLEAR PK SPECIFIED DEPTH WITH 45° ELLS SET TO 1/4"ABOVE FINISH Z < NIPPLE-TYPICALSCH 40 PVC MALE ADAPTOR MULCH PER CITY � (4)PLACES GRADE OF SAIL. STANDARD TAPER SCH 80 PVC UNION "SNAP-TITE"WATERPROOF FINISH SOIL GRADE AWAY FROM HEAD � ROUND PLASTIC VALVE BOX& - � � � PIPE SUPPORT PER GVWDWHITE CONNECTORS OR EQUAL°' FCOVER ETCHED"IRRIGATION GATE" STD.DWG.305. BLUE U' PVC NIPPLE o,msseo °,°e°s m.,r...°e e...,,, ,eme,s°oers(CARSON OR EQUAL BRASS WYE I ELEGTRIG CONTROL VALVE WITH °e o°o i i °i°e ° ° °° ° ° a♦STRAINER WITHoPRESSURE REGULATORNIPPLE rr0 E H PLASTIC VALVE BOX AND LOCKING s°T,°a °s °e°Pr`er °m °o.°m°,°, mr,mMONELSCREEN cn � °re°rr;<°.:,°.,,.°r°,°,,°°i°e°s°i a°r°i r°o,°e°ei®r r°s i°e o°m®ii°iii°Q COVER(CARSONOREQUAL), • .°eeoe° , ee aH RADE � Bore a s°a eo°e°°m°e a�°os°s o°e ,o...a°,a e°oo..,a°, •.o,,o6"THICK X 12"WIDE m z MARKED WITH"IRRIGATION RCV"' m PRESSURE I I CONCRETE PAD LENGTH 1- - ,,, AND ETCHED WITH CONTROLLER ( IRRIGATION CONTROLLER CONNECT OONSALL WIRE S Q AND VALVE SEQUENCE REGULATOR VARIES PER SIZE/ SEE LEGEND PIPESUPPORTMANUFACTURER)SLOPE TO z < D MIN. FOR MAKE AND I STD.DWG.3n I DRAIN AT MINIMUM 2% PIG TAIL EXPANSION FINISH GRADE BALL VALVE 1 1/2"OR SMALLER WITH MODEL N0. PLASTIC VALVE BOX(CARSON OR LOOP(MIN.24"LONG) STAINLESS STEEL HANDLE 12"I FINISH GRADE EQUAL)WITH PLASTIC INTEGRATED RESILIENT WEDGE 2"OR LARGER WITH UNION LOCKING LID.PLACE AT GRADE IN 2"OPERATING NUT � _ PVC SLEEVE TURF AREAS AND 3"ABOVE IN REQUIRED FOR GATE VALVE ®�g� ® �® o PLANT PIG TAIL EXPANSION VALVE SIDEWALK PIPE THROUGH EPDXY COATED CONCRETE PAD VALVE m LOOP(MIN.24"LONG) FROM WATER SOURCE NIPPLE TYPICAL r z (2)PLACES SCOTCH LOK EPDXY FILLED SCH 80 PVC NIPPLE CONNECTORS FOR ALL FLOW ac WHITE 3" PIG TAIL EXPANSION (MINIMUM 2"LONG) SENSOR WIRE CONNECTIONS. ae LOOP(MIN.24"'LONG) 3 3 �' 90°C°COMPACTION SCH 40 PVC MALE INSTALL SCOTCH LOKS 'e' (COMMON) � REQUIRED BRASS ANGLE ADAPTOR ® IMMEDIATELY AFTER BLUE z FL ( VALVE ANGLE N SCH 80 NIPPLE-6"LONG SCH 40 PVC INSTALLING FLOW METER. F 14 TXT 90°ELL TO METE WIRES _ o ® a' 3 3/4"WASHED .� � LINE TO SYSTEMS RED �►® �' !� °�'" z ( � CRUSHED AGGREGATE MARLEX 900 STREET ELL RIGID PIPE AND RELATED FITTINGS SHALL BE PER BLACK ELBOW • MASTERV CONTROL A ; • SCH 80 PVC NIPPLE CUCAMONGA VALLEY WATER DISTRICT STANDARDS. TYPICAL(4)PLACES F 0� t •• 2 CONSTRUCTION.TACTHALL VERIFY WITH CVWD PRIOR TO • 314"WASHED CRUSHED SCH 80 PVC UNION CID •� >, MARLEX 90°ELL '� • MAINLINE DIA. AGGREGATE TO BE CONTROL&COMMON WIRES NON PRESSURE NOTES: FLOWMETER SAME AS FLOW PLACED TO A DEPTH OF METER SIZE 6"IN FLOW METER AND LATERAL FITTING '• ®' ®•Q•r: 1. INSTALL PER LOCAL CODES. MASTER VALVE BOX, 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24 FROM ANY NON PRESSURE LATERAL LINE STRUCTURES OR HARDS(.APING. MAINLINE DIAMETER SAME AR FLOW MINIMUM DISTANCE DOWNSTREAM OF 0 3. WHEN UNIT IS NEXT TO A STRUCTURE(IE.WALL,BUILDING,ETC.) METER IZE UNINTERRUPTED PIPE(5X DIAMETER 3/4"WASHED CRUSHED � MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. OF FLOW METER SIZE) BRASS NIPPLE AGGREGATE BASE 4. ORIENT UNIT PARALLEL TO STREET. MINIMUM DISTANCE UPSTREAM OF NOTES: 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE UNINTERRUPTED PIPE(10X SCH 80 PVC SXSXT TEE PRESSURE SUPPLY LINE NOTE: 1,PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. C° DIAMETER OF FLOW METER SIZE) � NOTES: �° �� 0 1.LOCATE HEAD 2 TO 6 FROM WALKS,CURBS,HARDSCAPING, 2.INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING. 0 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF DISIMILAR METALS. MOW STRIPS AND EDGES OF LAWN. 3.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. N 7. VALVE PER STD.518 REQUIRED BEFORE BACKFLOW PREVENTER o 1. INSTALL CONTROL VALVES A MINIMUM OF 12"FROM STRUCTURES OR HARDSCAPING. 2.USE TEFLON TAPE D ALL MALE THREADS. 4.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. WHEN MAINLINE IS 3"OR LARGER. N 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. NOTES: 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 0 5.ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 8. IF A PRESSURE REGULATOR IS REQUIRED,IT SHALL TO BE INSTALLED ON 1, MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. o VALVE NUMBER INSIDE VALVE BOX. o Q N THE INLET SIDE OF BACKFLOW LOOP. 2. IN MULTIPLE FLOW METER/M.V.INSTALLATIONS MAXIMIZE THE DISTANCE "' 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 0 4,HEAD CONNECTION AT BOTTOM INLET ONLY. FROM THE"TEE"TO EACH FLOW METER TO MINIMIZE TURBULENCE. 9. INSTALL PIPE SUPPORTS ON BACKFLOW LARGER THAN 2" N � 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND N 0 CITY F RANCHO CUCAMONGA, CALIF IA VALVE NUMBER TO WIRE INSIDE VALVE BOX. CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA a CITY OF RANCHO CUCAMONGA, CALIFORNIA APPRC7VEDBY ISOLATION VALVEN STANDARD PLAN APPROVED BY: REDUCED PRESSURE REMOTE CONTROL VALVE WITH STANDARD PLAN � AP Y. N 9 !J) � STANDARD PLAN I`' APPROVED BY: �p W " or smaller 518 W a FLOW METER INSTALLATION Q STANDARD PLAN APPROVED BY: STANDARD PIAN BACKFLOW PREVENTER 517-A 516 SHUT-OFF VALVE UNION POP-UP S AY A W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION > W 52^ 5 R.C.E. 24953 SHEET t OF 1 W CITY ENGINEER DATE (n ftli R.C.E. 24953 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER SHEET 1 OF 1 [C R.C.E. 24953 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC W CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER SHEET 1 OF 1 R.C.E. 24953 SHEET 1 OF 1 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 2 .01L I PNIE IS I Z trmzm %CNAATE "VAUVIE F-4 I IN 1% 1R.C.E. SHEET 1 OF 1 0-% N 0 1--% r%IJ 0 OR ' HEAD W R E M 0%T E Cm 0"' N T r R L `V L% HE BAC FLeNW F"" EVEPAITE" FLUA METER 11'46TALLATIUIN11 SCALE: N.T.S. SCALE: N.T. SCALE: N.T.S. SCALE: N.T.S. ALE: N.T.S. 18" METERED ENCLOSURE STRONG BOX MODEL No. HARDSCAPING(SEE NATE 4) FRONT VIEW MPH-SERIES STAND ALONE CONTROLLER WITH ANTENNA NOTE: 7® A 1' TER TO FAGS STREET , , I�a ROUND PLASTIC VALVE BOX&COVER: STRUCTURE OR TOP ENTRY ENCLOSURE ETCHED"OC"(CARSON OR EQUAL) HARDSCAPING 14 STRONG BOX MODEL RE LR/RR DOME ANTENNA SB-SS-SERIES FINISH GRADE NOTE: PORT LOCATED OUTSIDE OF ! _ ENCLOSURE TO BE GROUNDED PER r Ili III I MI I 1=1 II® LOCAL CODE v ( BOX.INSTALLATION/LOCATION ---CALSENSE CONTROLLER AT GRADE IN TURF AREAS c, 6"MIN. N hI I I I I I- 3"IN NON-TURF AREAS 18"MAX. PER DIRECTION PRIOR E. MODEL NO,PER PLANS TO MOUNTING ANTENNA. COAXIAL CABLE ®III I II I 1 ► ® p. p FINISH CALSENSE TP110 CALSENSE HARNESS II III- 1 ® s ® GRADE 8 120 VOLT DUPLEX O ® CALSENSE A 1-40 I I I®III-III: _III GLEAN BACKFILL SEE MIN. NON-SWITCHED. IT HIN IRRIGATIONOCONTROLLDER OF CONTROLLER REGARDLESS � SPECS.FOR MATERIAL. 3'X 3'X 6"CONCRETE ENCLOSURE o !--I III®III `� II II 90!°COMPACTIONREQUIRED 2(0 11 11 FOOTING INSTALL A MIN. N N ► v v va v OF 3"ABOVE GRADE w �I I I 33 DNP QUICK ► ' va a - AND SLOPE TOP TO NO OPEN ELECTRICAL WIRING PROVIDE 6"MIN.OF SAND a va v .® DRAIN AT MIN.OF 2% SHALL BE IN CONTROLLER o z II III® I--I COUPLING VALVE a `Q C'J WITH PURPLE MOUNT AREA. 8 COMMON/CONTROL WIRES w _ RUBBER CAP I ? FINISH W r BEDDING AND SHADDING STAINLESS STEEL 120 VOLT WIRE IN GRADE 2°1° 6'"THICK CONCRETE -1 I I GLEAN BACKFILL SEE -1 SPECS.FOR MATERIAL. -- • RIGID STEEL CONDUIT ► . ,v FOOTING INSTALL A MIN. d �" _ SCREW CLAMP -= (PER LOCAL CODE)TO ► ° va a = OF 3"ABOVE GRADE AND N I-I I I 90%COMPACTION REQUIRED Cl) 1-I ' ' I SLOPE TOP TO DRAIN AT F- =1 I I I I ®I I I I MINIMUM(3)PLACES 120 VOLT WIRE IN RIGID STEEL ° E LIGATION CONTROLLER a a v a v- _ MINIMUM OF 2%. o z CONDUIT 90 SWEEP ELL 6" I----I I I CR WASHED � TO POWERSIDEOF ENCLOSURE (TYP.) � 3"SCH 40 CONDUIT FOR � I-I NON-PRESSURE LATERAL LINE: '••' III® a CRUSHED ► ► COMMON/CONTROL WIRES SCH.40 SNAKE PIPE IN _ II I I _ AGGREGATE BASE ►� �® �� CONTROL WIRE SLEEVE- 20" -III I I- TRENCH SIZE PER PLAN INSTALL co � ®IIII I I I 120 VOLT WIRE IN RIGID STEEL 'I', '� I I ADJACENT TO PRESSURE SCH 40 BRASS NIPPLE - SIDE VIEW CONDUIT(PER LOCAL CODE) TY SWEEP ELL SUPPLY LINE TO METER ENCLOSURE EYP') ®III PRESSURE SUPPLY LINE: I�•-III I I I® LIGHTING CONTROL -1 _'-' ®�I I®I SCH 40 BRASS NIPPLE ENCLOSURE STRONG BOX SCH.40/CL.315 SNAKE PRESSURE SUPPLY LINE 24"LONG MODEL NO.MPE-SERIES I- ALL CONNECTIONS SHALL BE WATER TIGHT 1- PIPE IN TRENCH ISI I I� I 111- SLEEVE-SIZE TWICE "OUTDOOR TYPE"GONNEGTONS, I�I I I I I I I I I I DIAMETER OF PRESSURE I SUPPLY LINE LIGHTING CONTROL TIMER ELECTRIC METER PER SCE - CONTROL WIRES-BUNDLE 6 TYP. AS REQUIRED PER PLANS ENCLOSURE MOUNT ----III �' I I-I I AND TAPE J C O.G.AND NON-PRESSURE LATERAL 120 VOLT DUPLEX OUTLET(GFCI), INSTALL ADJACENT TO NON-SWITCHED,TON PLACED PRESSURE SUPPLY LINE LINE SLEEVE-SIZE TWICE WITHIN LIGHTING CONTROL NOTES. DIAMETER OF NON PRESSURE SCH 40 BRASS 900 ELL ENCLOSURE 1.INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL CODES.LOCATION I I, I I® 6"TYP. I III LATERAL LINE HEAVY DUTY WEATHER-RESISTANT TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. PROVIDE 6"MIN.OF SAND SCH 80 PVC 90 SCH 40 BRASS 90 PHOTO ELECTRIC SWITCH FOR 2.CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE OF REMOTE I I I BEDDING AND SHADING NOTES: STREET ELL STREET ELL LIGHTING CONTROL AS REQUIRED CONTROL VALVES, 1. ALL SLEEVES TO BE SCH 40 PVC. PER PLANS 3.RUN FOUR EXTRA WIRES COLOR:ORANGE)TO FARTHEST RCV ON EACH BRANCH OF THE 2.EXTEND ALL SLEEVES 12 BEYOND EDGE OF HARDSCAPING AT BATH ENDS. PRESSURE SUPPLY #4 REBAR STAKE �' $" ( o LINE FITTING (24"LONG) d MIN. 2°�° FINISH MAINLINE FOR FUTURE USE.PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. a va ®a v 4.COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK IN COLOR, 3.ROUTE SLEEVING AROUND HANDICAP RAMPS. r N ► va .a 0 5.NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. 4.PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD.PLAN 120 PRESSURE SUPPLY LINE A a ® (24"MIN.TO 36"MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). 2"SCH 40 CONDUIT ® v 8'GROUND ROD 6.LR/RR DOME ANTENNA PART TO BE LOCATED AND INSTALLED BY CITY REPRESENTATIVE TO NOTE: rn rn FOR LIGHT WIRING N LOCAL RADIO(LR).SYSTEM N BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER 1.PIGTAIL AND LOOP CONTROL WIRE AT 90°CHANGES IN DIRECTION. 5.MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET, O NOTE: o I 120 VOLT WIRE IN SYSTEM TRIC TO ACCEPTANCE. 6.USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE IN RIGID STEEL CONDUIT 7.ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL GODS o 2.PRESSURE SUPPLY LINE:2 112"AND SMALLER 18"MIN.DEPTH o JOINTS UNDER HARDSGAPE. N 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. (PER LOCAL CODE) 0 8.CONTROLLER NOT TO BE CONTROLLED BY GFI OUTLET,IT IS TO BE WIRED HOT. o TO METER ENCLOSURE cv o 3"AND LARGER 24"MIN.DEPTH 6N CV N N ITY F ANG CUCAMONGA, CALIFORNIA a CITY OF RANCHO CUCAMONGA, CALIFORNIA N N CITY OF RANCHO CUCAMONGA CALIFORNIA per. W C o CITY OF RANCHO CUCAMONGA, CALIFORNIA Q CITY OF RANCHO CUCAMONGA, CALIFORNIA n'APPRQVEDBY:. METER ENCLOSURE YV ITH r" 111) APPROVED BY: STANDARD PLAN � � STANDARD PLAN t ('� C� 1p APPROVED BY: QUICK COUPLINGVALVEW EXPANSION LIGHTING ENCLOSURE h APPROVED BY: �QNTR4./LLER ASSEMBLY STANDARD PLAN APPROVED BY STANDARD PLAN 523 STANDARDPLAN TYPICAL TRENCHING TYPICAL SLEEVING W 536 �' Q CITY ENGINEER W INSTALLATION - TYPE A Fa�/� W �.^{y W W DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 5 4 U) 532 UI 533 1 j CITY ENGINEER PATE SE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION �R.0-E. 24953 SHEET 1 OF 1 � R.C.E. 24953 SHEET 7 OF 1 j CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONSFOR PUBLIC WORKS CONSTRUCTION W j CITY ENGINEER '`i DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 3 SHEET 1 OF 1 R.G.E. 24953 v ON IL IN R.C.E. 24953 SHEET 1 OF 1 UJ0% UIC`;%K 00" PLER VALVE METER ENuLubURE ilk all Mill I Milli, 111101111010001 aNgI11111111, -- UU1N1TmhuLLER% T R% E P\J Co;' H I N *4 G F D" ETNM% I L ZE-3- LEE' 'IN' DETAIL ALE: : N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Water Meter: Size 1" Water Meter: Size 1" Water Meter: Size 1'° sc Elevation: 1606 Elevation: 1573 dP�� Ap�C Elevation: 1548 m4,/0 4P Static Pressure: High 117 Low 110 Static Pressure: High 129 Low 122 Static Pressure: High 143 Low 136 �6 Source f Information: GVWD-TED MUNSON Source f Information: GVWD-TED MUNSON Source Of Information: g GVWD-TED MUNSON � Phone Number: 909-987-2591 HGL= 1879' Phone Number: 909-987-2591 HGL= 1879' - HGL= 1879' 0 Date Of Information: 2/13/08 Phone Number: 909-987-2591 0 Date Of Information: 2/13/08 i9a tura - Date Of Information: 2/13/08 �G I 8 Remote Control Valve: A-3 Remote Control Valve: B-2 Remote Control Valve: C-9 Maximum Demand: 22 G.P.M. �. Dale Maximum Demand: 14 G.P.M. Maximum Demand: 23 G.P.M. Elevation of Highest Head: 1618 Elevation o Highest Head: 1577 �° Elevation of Highest Head: 1557 F Q F c �® Qty. Size Item P.S.I. Loss --.Qty. Size Item PSI Loss Item y '� P.S.I. Loss 1" Water Meter 2.80 1" Water Meter 1.10 1 Water Meter .1 11/2" Pressure Regulator(Fall-Out) .00 11/4" Pressure Regulator (Fall-Out) 4.00 11/211- 1/2" Pressure Re ulator Fall-Out .0 11/4 R.P. Backflow Device 9.00 11/411 R.P. Backflow Device 10.00 11/4'° R.P. Backflow Device } 9.00 11/4 Flow Meter 1.00 1" Flow star 1.0 11/4 Flow Meter 11/2'° Master Vavle .5 1.00 11/4" aster Valve 0.48 11/2" Master Vavle 2 11/2 Gate Vavle (s) 0.20 2 11/4" Gate Valve (s) 2 2801 11/211 Main Line 2 11/211 Gate Vavle (s) .2 359' 11 " Main Line _ .10 _ 453' 11/211 Main Line .2 11/211 R.C.V. Assembly 1.70 1 4" R.C.V. Assembly 1.2 11/4" CITY 0 3/4" Lateral Line 2. 0 _11R.C.V. Assembly 1. A�I'xovllla 70 3/4" Lateral Line 1.01 3/4"_ Lateral Line 0.97 DATE 61 1" Lateral Line 0.27 5' 1" Lateral Line .1 6' 1°' Lateral Line 11/4 Lateral Line 0.12 .2 m,.. ° 11/4" Lateral Line 4 3'_ 11/4" Lateral Line .1 Fittings Loss (10%) 2.71 Fittings Loss 10% 2�1--_ Elevation Change (+-) ---(-)5.00 Fittings Loss (10%) 2. Elevation Chane )+- + 4. OWN Elevation Chane + - g ( ) ��� Total System Losses: 24.85 Total System Losses: g ( } 2g.7aEA IL I WK �11114. Total System Losses: 26.93 Pressure to Operate Head: 30.00 Pressure to Operate Head: 30.00 Pressure to Operate Head: 30.0 p ® th '-7 AN APPH STSOUTH SIDE OF 19th STREET EAST FROM A YWOOD WAY Total Pressure Required: 54.85 Total Pressure Required: 59.75 Total Pressure Required: 56.93 Lowest Static Pressure Available: 110.00TO ' Lowest Static Pressure Available: 122.00 Lowest Static Pressure Available: 136.00 Pre-Set Regulated Pressure (if required): 75.00 Pre-Set Regulated Pressure (if required): 80.00 Pre-Set Re Mated Pressure if re aired Residual Water Pressure: 20.15 Residual Water Pressure: g ( required): 78.00 20.25 Residual Water Pressure: 21.07 IRR"'IGATION DETAILS City Requried Residual Water Pressure: 15 -20 City Requried Residual Water Pressure: 15-20 Cit Requried Residual City q dual Water Pressure. 15-20 . , DATE. 4-/7--O? 1 0 A 0 Bh I C A CITY ENGINEER RCE No. 42156 P%RESSURE Lu"ONE"i0% f"NALo 'LATIONI& AU0;"" ULATI(01"j%B1r*NI FNE60 I WE LU00 UALU"ULATIOn"' N' DESIGN RECOMMENDED r r ARCHITERA DESIGN GROUP ® Ua ' 1 /JL LANDSCAPE ARCHITECTURE N LVE SAPrr'1IRE STREET t-%r-% A ® 1 SITE PLANNINGP. - TUF 1 A Z IS E kf".Nf T I ON 1k N'1 O%th Ow% DRAWN 10221-A TRADEMARK STREET SI-ET . ' SCA6 9t h 0"LE: ANCHO CUCAMONGA, CA 9-2 0 `V'I0`1y' E% 'rArrm1% L`)" 0" E0""TI "N ' a FAC (909)484-2800 FAX: (909)484--2$02 OF G N.T.S.. CHECKED RLA No, 2834 SCALE: N.T.S. SCALE: N.T.Q. DRAWING No, J /JLP DATE 03/ 7i0Jas NO. 0802-5 PROJECT Sheet o. o PLANTING NOTES : 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS THAT PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. rDETF V_1 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT L 7 REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. LI 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES,STRUCTURES, S-2 T-1 S-1 S-2 V-1 rS2 GC-2 S-1 S-2 ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY 3 24 5 38 3 11 3 31 15 3 DAMAGE OF SAID UNDERGROUND FACILITIES. 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE S-1 S-3 S-2 S-3 S-1 S-1 S-3 S-1 S-2 S-3 T-1 S-1 SPRINKLER SYSTEM HAVE BEEN COMPLETED AND TESTED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING 15 5 11 5 16 19 9 15 16 9 2417 19 0 AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO • INSTALLATION FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE '. HE CITY PRIOR T EXCAVATION. \,,,,,\,,,\ 11;-4„ \\\\\\\\\\, Sl'i \\1 \\„\,\ \ \\\ \\\ • • • ® • • ® ® ® • , ,• \ ® ,\ \V: 1V \44\,,,1\,,,1 W, WN 41\\\\\\\11” \,l \\l \,\,,,1„\11\\ A\ \\ :�`t\\\\\\\\x.41\\11,\\101\11\ h\ ® \ ,' \l „4\ \\ \\\\4 „\ F T G P 0 0 G t '.:ii: ♦5 m • + + ► + + + + + + + + + + + + + + + $ 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- 00, CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS �,rr�r .� � - ���.�.,�.,� �.�� �r�r °�� �° � .�.�..r'�.� ,.�r.R� .� ��.� �,►,,�,� t OTHERWISE APPROVED BY THE CITY. NLY,FINAL 0 7 MATERIALS INSQUANTITIES TALLED D SHALL BE GOVERNED BY THWN ON THE LEGEND AREFOR IS INDICATED PURPOSES ED PLANTS ACING REQUIRED. FOR PLANT 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE •' ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS oA 1 E #E _ — — — — _ AND DETAILS HEREON. 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. LXER. REF. 1.6 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTILL THE REQUIRED SOIL AMENDMENTS 6”INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT. APPLIES TO ALL SNUB BEDS. 4 CY.NITROGEN STABILIZED SAWDUST 120 LBS GYPSUM 125 LBS GRO-POWER PLUS v XER. REF. 1.5 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 STANDARDS 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: ART€SIA SAWDUST /—T--, \ (S�-2 (GC�-2 S-2 S-2 24 8 3 31 16 ,� 1344 ONTARIO AVENUE 3 I ONTARIO,CA 91761 TEL.,(909)947-5983 FAX.(909)923-7208 S-1 rS-3 S-1 S-1 S-3 V-1 S-1Uj 19 9 15 15 9 11 19ADDITIONAL NOTES: ,.. NO ROCKS LARGER THAN 3"WILL BE ALLOWED IN THE BACKFILL FOR ALL PLANT MATERIAL. F y p r ggy. f 1R11•t\ . WPM VIA h\ \,?\ \\\ \ `�,\ .A} \ \\ \\ • ,\ , , !1 , .l'+ \ \ ,\ \ „1, jjjj jjjj jjjj • • e • • • • • e` • • • • • + + + + + + + + • + + + + + + LL a XER. REF. 1.1 r %LA& 1TI L E(3 E N D"A XER. REF. 1.2 SYMBOL QTY THIS CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS SHEET J 6 TREES XER. REF. 1.3 T-1 Lag erstoem ia'Muskogee' NCN 24"Bax 20'o.c. min. Standard 20 S A P P"H I Rn E XV E _ — — — — _ -' z illlllm_ i SHRUBS S-1 Achillea m.'Paprika' Common Yarrow 5 gallon 181"O.C. 205 • S-2 Leucophyllum f."Green Cloud' Texas Ranger 5 gallon 3'o.c. 61 + S-3 Rhaphiolepis i.'Clara' Indian Hawthorn 5 gallon 5'o.c. 46 S-4 Abelia x grandiflora"Prostrata' Prostrate Glossy Abelia 5 gallon 4'o.c. - S-5 Hemerocallis'Stella d'Oro" Daylily 5 gallon 2'o.c. - S-6 Nandina domestica'Nana' Dward Heavenly Bamboo 5 gallon 2'o.c. GROUNDCOVERS GC-1 Trachelospermum j. Star Jasmine 5 gallon 2'o.c. - GC-2 Achillea clavennae Silvery Yarrow 5 gallon 18"o.c. 62 VINES V-1 Parthenocissus tricuspidate Boston Ivy 5 gallon 15'o.c. 29 fNTREET _ _ _ _ — �Q$CAA �P DET G " w L-16 I wig lure 7-3 -08 , al Da CC w a ti PB PB XERISCAPE ASSESSMENT SYSTEM SUMMARY 0 bo" H E E T K'E'kyj' M A P O _j PB XER. R . 1.4 j. LANDSCAPE(PoinLLatu. PONIS _R_EEERENCE CLAIMED 1. Water conserving plants.(20) 20 L-12,13,14,15/1.1 CITYcoB ti 2. Turf limited to 25%.(20) 20 L-12,13,14,15/1.2 ...... . .: ..... ., ,•,.,,. ATE 19TH-STREET. _ . _ 19TH STREET - _ APPROVED Ww w 3. Plants grouped by watering need.(10) 10 L-12,13,14,15/1.3 a_ tr 4. Hardscape(non-irrigated)surfaces.(10) 10 L-12,13,14,15/1.4 0Q 0 CL -1 < >_ � < CITY OF RANCHO CUCAMU" NGA , 5. Permeable paving.. (5) - - o z z m < > I-, A f"T CC 6. Low-water turf varieties.(5) - - N.T.S. 190411 k" AND3 A F"TH.IrR E 3 7. Mulch provided in non-ground cover areas.(5) 5 L-12,13,14,15/1.5 , `TREET EAST FROM BAYWOOD WAY Q VINEYARD L L E G E N wu" M TO EAST OF 8. Soil amendments.(5) 5 L-12,13,14,15/1.6 TREES SHRUBS SECTION Total Paints Claimed: 70 CALL-OUT CALL-OUT DETAILPLANTING PLAN N Q (Minimum Points Required: 60) SYMBOL SYMBOL LETTER underground Service Alertw SIZE SHEETAPPROVED BY: DATE: v (gal./box) QUANTITY NUMBER 42156 CITY ENGINEER RCE s • C=1 Call- TOLL FREE DESIGN I I RECOMMENDED PLANTCH PAGING NOTE: LUPft"& `3 S rR% E F E E N C E S /J LANDSCAPE ARCHITECTURE —800 i1 SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"'SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN, SITE PLANNING ON-CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING DRAWN 10221-A TRADEMARK STREET S ET AND ADD ADDITIONAL PLANT MATERIAL,AT NO ADDITIONAL COST TO THE CITY,AS REQUIRED TO MAINTAIN FOR NOTES AND LEGENDS, T I RANCHO)CUCAMONGA, CA 91730 16 Q DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING FOR PLANTING D TAILS, T L-1 (909}484-28a0 FAX: (909>484--28a2 OF WILL EITHER BE TRIANGULAR OR LINEAR AS INDICATED ON PLAN OR DETAIL.LANDSCAPE ARCHITECT AND FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 01 5 10 20 CHECKED RLA No. 2834 DRAWING NO. WORKINGYS YOU I CITY'S REPRESENTATIVE TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-7 SCALE: 1°'=20' WO JC/JLP DATE 03/27/03 Jos No. 0802- 2199-L PROJECT Sheet No. of ui 9TH STREET T-1— T-1 DET H S-5 T-1 24 5 24 6 L-16 9 24 4 rS-5 S-6 S-4 S-3 GC-1 GG-1 S-3 S-4 S-6 S-5 S-6 S-4 S-3 GC-1 Ljj 11 17 10 4 9 12 5 13 23 13 13 9 3 11 :...:: ui co LU PLANTING LEGENDO + SYMBOL E LJJ TY THIS + + + ::: :. : :.:. : :.::.;..::....... COMMON NAME SIZE SPACING COMMENTS SHE ET ALL UT BOTANIC NAME PB M :. 7N�_ c o . ..: :...: ::. PB TREES v, .. :v, .. .... T-1 Lagerstoemia'Muskogee' NCN 24"Box 20'o.c.min. Standard 19 SHRUBS S-1 Achillea m.'Paprika' Common Yarrow 5 gallon 18"'O.C. - • S-2 Leucophyllum f.'Green Cloud' Texas Ranger 5 gallon 3'o.c. _ IN + S-3 Rhaphiolepis i.'Clara' Indian Hawthorn 5 gallon 5'o.c. 19 0 S-4 Abelia x grandiflora'Prostrata' Prostrate Glossy Abelia 5 gallon 4'o.c. 52 S-5 Hemerocallis'Stella d'Oro' Daylily 5 gallon 2'o.c. 44 S-6 Nandina domestica'Nana' Dward Heavenly Bamboo 5 gallon 2''o.c. 69 GROUNDCOVERS GC-1 Trachelospermurn j. Star Jasmine 5 gallon 2'o.c. 64 GC-2 Achillea clavennae Silvery Yarrow 5 gallon 18"O.C. 138 mmm PLANT I NOTE: SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN, ON-CENTER SPACING AS SHOWN OWLEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING AND I ADD ADDITIONAL PLANT MATERIAL,AT NO ADDITIONAL COST TO THE CITY,AS REQUIRED TO MAINTAIN DESIGN _ INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL EITHER — — — — — -- — — 9" T H S — — — — — — — BE TRIANGULAR OR LINEAR AS INDICATED ON PLAN OR DETAIL. LANDSCAPE ARCHITECT AND CITY'S REPRESENTATIVE TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. 411 413 Cc GC-1 S-3 S-4 GC-2 GC-2 S-6 GC-1 GC-1 S-4 S-5 Lij12 7 11 102 36 16 10 10 9 11 01 co 1 - fiT Jr�rp' pis - Epp MINIM IN fic i ' ui IL �� .lieJ.•Y f .Y` Y�� old -.. F.F •l.�.,� .3 .... .#^ J!fFF'ls°i' f� .�J'1 °y U '1 t \ ti 1 \ t I t4� u X11 W � Sid azure 7-3 -o$ RDa Ddtof C S% 1H1EET ffK`E%Y& IVIAH w cl T_ _ CL. .� CITY OF REVISION t-�.'T'E APPROVE 19TH l-STkET 19TH STREET - • DESCRIPTION : : i.0 w < < RANCHO CUCAMONGA M Ow © Q (L ¢ � Cc C mi TY F ® o z ¢ z m ¢ N.T.S. U91t h A N D A P H I R1 ` M B L L E(3% E N ru" SOUTH E OF 19th 7' F' U VINEYARD AND EAST SIDE OF SAPPHIRE m v TREES SHRUBS SECTION m Service CALL-OUT CALL-OUT DETAIL PLANTING PLAN N SYMBOL SYMBOL LETTER W SIZE SHEETAPPROVED BY: DATE: 4--17- Call: TOLL FREE (gal./box) QUANTITY NUMBER RCE No. CITY ENGINEER 42156 DESIGN RECOMMENDED AM, I C /J ARCHITERRA DESIGNGROUP PP'LAIN %ROS'S' REFERENCEE31 -800 DRLANDSCAPE ARCHITECTURE -� 1t11 v SITE PLANNING 422 LDRAWN 10221-A TRADEMARK STREET SMET—41 %5j FOR NOTES AND LEGENDS, SEE SHEET THIS SHEET RANCHO CUCAMONOA, cA 917x0 DR (909)484-2800 FAX: (909)484-2802 4 FOR PLANTING DETAILS, S SHEET L-16 F 16 TWO KIN AY E YOU DIG FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-3 2834 CHECKED RLA No. DRAWING NO. FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-8 SCALE: 1°°w 20' JRC/JLP DATE 03/27/08 Jos NO. 0802- 2199-L PROJECT Sheet No. o y MW yy _ _ _ _ _ _ _ _ _ sem. _ _ _ _ _ _ •® - -r '® STREET- -_ ®• T-1 T-1 DET I T-1 24 3 2410 L-16 24 3 S-5S-6 S-4 GC-1 GC-1 S-3 S-4 S-6 S-5 S-5 S-6 S-4 17 47 13 14 26 9 22 0 $1 34 34 46 4 ...._. ... ... XX fry LL W7 Nv P L A IN'T I In\J1 L E G% E IN' r D ....... _ ;:. .#' � a� - ... .J^' �f��,r ����� .��'J��' ��^.".r.� �` .r��FM#��' ��fr - .�.#�' .��'�rJ' ,��.�' .�'�rr .�.�}^ � �*.�' .!'� •�t'� J�'.f #��r.� - .� .�'' � .�' �'' • }"�'' �*�` i 1 4 "4' ti 4 � ■ ■ SYMBOL QTY THIS CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS SHEET 0 TREES T-1 Lag erstoemia'Muskogee' NCN 24"Box 20'o.c.min. Standard 26 SHRUBS Q S-1 Achillea m.'Paprika' Common Yarrow 5 gallon 18"o.c. - • S-2 Leucophyllum f.'Green Cloud' Texas Ranger 5 gallon 3'o.c. - + S-3 Rhaphiolepis i.'Clara' Indian Hawthorn 5 gallon 5'o.c. 14 S-4 Abelia x grand if lora'P rostrata' Prostrate Glossy Abelia 5 gallon 4'o.c. 71 T-1 T-1 T-1 S-5 Hemerocallis'Stella d'Oro' Daylily 5 gallon 2'o.c. 104 24 4 0 24 3 24 3 LO S-6 Nandina domestica'Nana' Dward Heavenly Bamboo 5 gallon 2'o.c. 297 S-6 S-4 S-3 GC-1 GC-1 S-6 S-4 GC-1 GC-1 S-4 S-6 S-5 24 12 5 21 18 38 5 19 13 15 61 19 0 GROUNDCOVERS < W EZI GC-1 Trachelospermum j. Star Jasmine 5 gallon 2'o.c. 111 ......... .. - cf) GC-2 Achillea clavennae Silvery Yarrow 5 gallon 18'"O.C. - OIL 0z PLANT NOTE:SPACING SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN, ON-CENTER SPACING AS SHOWN ON LEGEND, CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING AND ADD ADDITIONAL PLANT MATERIAL,AT NO ADDITIONAL COST TO THE CITY,AS REQUIRED TO MAINTAIN DESIGN ,..: > W INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN, LAYOUT/SPACING WILL EITHER EXISTING TREE TO BE REMOVED. �� z BE TRIANGULAR OR LINEAR AS INDICATED ON PLAN OR DETAIL.LANDSCAPE ARCHITECT AND CITY'S CONTRACTOR TO GRIND TREE ROOTSREPRESENTATIVE TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. TO A DEPTH OF 24"BELOW GRADE. 4 c1Q SC A p um w/ U W i n ture —31 08 R ID �^ Date OF C S H E E T EK E%Yf IRM A ff P w f _,-..;. DESCRIPTION OF REVISION DCITY ATE -< 19TH STREET _ 19TH 'STREET APP OVED :,... oC w W, OIL ® O Q IL Q a W CITY 01�F RANCHO CUCAMONGA �- m M Z N.T.S. U > 19`1 t h '5-o"T AND �oAF`h Fw"HIKw`hh 31 IrN A 1"I rimRL I W Zj YmbuL LE(jm% EINUS S t STREET SU) TO AST OF VINEYARD co TREES SHRUBS SECTION a c CALL-OUT CALL-OUT DETAIL PLANTING PLAN Undery.round Service Alert ® SYMBOL SYMBOL LETTER W SIZE SHEET o (gal./box) QUANTITY NUMBER CITY ENGINEER RCE No. 42156Cali- TOLL FREEW *F=j`LA N U h U Z:)ti rRE F E F R E IN' Et'S DESIGN RECOMMENDED ARCHITERRA DESIGN GROUP v1 -800 DR JLP LANDSCAPE ARCHITECTURE SITE PLANNING , DRAWN 10221-A TRADEMARK STREET SWEET r`0 FOR NOT AND LEGENDS, SHEET THISSHEET RANCHO CUCAMONGA, CA 91730 L242& �4 4 D (909)484-2800 FAX: (909)484-2802 FOR PLANTING TAILS, SEE SHEET L-16 OF 16 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-4 2834 RI AY YOU IG CHECKED ��.A NO. DRAWING NO. 0 FOR CORRESPONDING IRRIGATION PLAN, S SHEET L-9 SCALE: 1"' =20' JC/JLP DATE 03/27/08 JOB NO. 0802- 2199-L PROJECT Sheet No. of T-1 T-1 —19TH STREET- - 24 24 7 _T_1 T_ I \��J, _j S-5 S-6 S-4 GC-1 GC-1 S-6 S-4 rS3S-6- '� 25 34 S-4 (GC�-1 rG C- rS 'l -4 -�6"� (S 20 22 28 6 7 28 6 22 2Q 5 34 22 W W -------------- - X PLANTING LEGEND ,- R, SYMBOL QTY THIS SIZE SPACING COM U_ PL & y 9.4 11 X I. W NOR W 0 WMENTS SHEET F— TREES j J MW ♦;3q W p N� ARW T-1 Lagerstoemia'Muskogee' NCN 24"Box 20'o.c,min. Standard 12 SHRUBS z EXISTING TREE TO BE REMOVED. S-1 Achillea m.'Paprika' Common Yarrow 5 gallon 18 o.cl C) • S-2 Leucophyllum f.'Green Cloud' Texas Ranger 5 gallon 3'o.c. - S-3 Rhaphiolepis i.'Clara' Indian Hawthorn 5 gallon 5'o.c. 7 < S-4 Abelia x grandiflora'Prostrata' Prostrate Glossy Abelia 5 gallon 4'o.c. 22 >— 0 S-5 Hernerocallis'Stella d'Oro' Daylily 5 gallon 2'o.c. 44 Uj z 0 S-6 Nandina domestica'Nana' Dward Heavenly Bamboo 5 gallon 2'o.c. 124 > GROUNDCOVERS GC-1 Trachelospermurn j. Star Jasmine 5 gallon 2'o.c, 84 GC-2 Achillea clavennae Silvery Yarrow 5 gallon 1811 O.C. - PLANT SPACING NOTE: SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN, ON-CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING AND ADD ADDITIONAL PLANT MATERIAL,AT NO ADDITIONAL COST TO THE CITY,AS REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL EITHER BE TRIANGULAR OR LINEAR AS INDICATED ON PLAN OR DETAIL.LANDSCAPE ARCHITECT AND CITY'S REPRESENTATIVE TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. !C A P� umq,/ 4 cu 19 a CO 0 Sig ture -3 08 e D (p Dat 4&, OF C N A Emm% H E E T IK F E'%Y'ff MAH W CL ycry LCITY -------------­­ FREET., 19TH ..........................--------- DESCRIPTION OF REVISION DATE 7 APPROVED w I r 7­7 J_ Q U) N Cc _Er 0 < < z W 0 0 a_ Cc C I Y 0 Am Nc'mk NuAg' CUCA� MONGA 0 2 A 3: _j >_ W < < z W co Cc z N.T.S. < > ICU lyth 3 -1 AN" S FF KE 31 < On M co SOUTH SIDE OF 19th STREET EAST FROM BAYWOOD WAY SYMBU INJU TO EAST OF VINEYARD AND EAST SIDE OF SAPPHIRE TREES SHRUBS SECTION < CALL-OUT CALL-OUT DETAIL W ---round Service Alert Under y SYMBOL SYMBOL LETTER PLANTING PLAN SIZE SHEET APPROVED BY: DATE.- : (gal./box) QUANTITY NUMBER C.6 CallTOLL FREE CITY ENGINEER RCE No. 42156 A W I DESIGN RECO ENDED E F E rH-% E NBC% Eb'r% ARCHITERRA DESIGN GROUP 1 -800 P A N U Ubb h DR JLP LANDSCAPE ARCHITECTURE SITE PLANNING 2 < 4 201"2-413%3% FOR NOTES AND LEGENDS, SEE SHEET THIS SHEET DRAWN 10221-A TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 FOR PLANTING DETAILS, SEE SHEET L-16 DR (909)484-2800 FAX: (909)484-2802 < L-1 50F 16 TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-5 co CHECKED RLA Na. 2834 DRAWING Na, Z20'FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-10 SCALE: 1 JRC/JLP DATE 03/27/08 JOB NO. 0802-5 2199-L PROJECT Shippt Nn- of R NOTES: 1. REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOTBALL. STORM DRAIN( CATCH BAST UNDERGROUND BCR 2. STAKES TO BE PLUMB AND UTILITIES PARALLEL.STAKE TREE PERPENDICULAR 5" TO PREVAILING WIND, MIN. N Ui SIDEWALK UTILITY HARDSCAPING(CONCRETE HEADER, S.L. W E� HULL i CURB&GUTTER,SIDEWALK,ETC.) JPS 5 4"OF COMPACTED WOOD CHIP METER 10' S' S Q����0 REQUIREMONE HALF ENT PACING MULCH. IN �: LIMIT OF PLANTER AREA FINISH SOIL GRADE TOP TIE TO SI PLACED AS �..r MIN. MIN. w LOW AS POSSIBLE ON THE - 5 CURB AND GUTTER TRUNK TO ALLOW FOR WIND TIGHTLY COMPACTED 3"BERM TO FORM 12" MIN. FLEXING OF THE TREE.BUT TOP OF STAKES BELOW DEPRESSED WATERING BASIN, NOT SO LOW AS TO LOSE HEAD OF TREE WHERE �.. SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS, TOP OF ROOTBALL TO .�, 4"WOOD CHIP MULCH. THE HEAD TO DROP, MAIN TRUNK EXTEND 2 ABOVE NO WOOD CHIP MULCH SHOULD BE FINISH GRADE R PLACED OR ALLOWED TO REMAIN(2)SETS OF CINCH TIES SPACED 24" OVER THE ROOTBALL. d APART,CONVEX SIDE AGAINST TREE FINISH GRADE z N SIDEWALK � TRUNK.ATTACH WITH GALVANIZED FH z SCREWS TO 8'LODGE POLES. DRIVE S.L. o ��N. = 12"MAX. APPROACH �� 2"DIA.LODGE POLE PINE STAKES aWITH WOOD PRESERVATIVE STAIN, � No DRIVE A MINIMUM OF 6"INTO UNDISTURBED SOIL AND POSITION 21111 DISTANCE EQUAL TO THE DISTANCE EQUAL TO THE SHOVEL CUT EDGE COMPACTED 5" 5' CURB AND 5' 10' 10' STAKES OUTSIDE ROOT BALL NATIVE ON CENTER SPACING ON CENTER SPACING E SOIL IN. MIN, GUTTER MI MIN. ROOT BALL UNDERGROUND TIGHTLY COMPACTED 3"BERM TOP OF ROOTBALL TO EXTEND 2" OF SPECIFIED SHRUB OF SPECIFIED SHRUB STRUCTURE eg. TO FORM WATERING BASIN FOR ABOVE FINISH GRADE. DISTANCE EQUAL TO THE ON CENTER TRANSFORMER VAULT. RESIDENTIAL AND GROUND COVER PLANT PIT TO BE(2 TIMES THE PLANT PIT TO BE(2))TIMES THE INSTALLATIONS,LOCATE OUTSIDE WIDTH OF THE R08T BALL,NO — WIDTH OF THE RMT SPACING OF SPECIFIED SHRUB,T BALL. OF PLANT PIT.BERMS IN TURF WOOD CHIP MULCH SHOULD BE UNLESS SPECIAL CASE AS DESCRIBED NOTES: AREAS TO BE REMOVED PRIOR PLACED OR ALLOWED TO REMAIN IN NOTE 4.BELOW. 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER, TO CITY ACCEPTANCE, OVER THE ROOT BALL. NATES: NOTE: 1,PRIOR TO PURCHASE/PLACEMENT OF THE MULCH,THE CONTRACTOR SHALL 2. ALL TREES IN THE R.O.W.ARE SUBJECT GLINE OF SIGHT 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. CRITERIA AS APPROVED BY TRAFFIC ENGINEER. NATIVE BACKFILL WITH NO SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON 2,MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLAN ROCKS GREATER THAN 3" SAND BLEND 3. MAINTAIN 5 FEET FROM CENTER N TREE TO EDGE OF ALL UNDERGROUND DIAMETER. PLANS:SEE LEGEND FOR SPACING REQUIREMENTS. INTO EDGES AT GROUND COVER AREAS. FACILITIES.IN ADDITION MAINTAIN 5'FROM CENTER OF TREE TO ALL UTILITY 2. WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR 3.MOISTEN MULCH ARBOR GUARD IN TURF C AFTER INSTALLATION TO ASSIST IN COMPACTION. OWNED WATER&SEWER LATERAL LINES. AREAS AND FRONT YARDS. UNDISTURBED NATIVE SOIL, SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER 4.NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR , TREES SHALL NOT BE LOCATED ON PROPERTY LINES.MAINTAIN APPDXIMATELY OOT BALL SHALL BE PLANTED ATONE-HALF THE DESIGNATED SPACING oC° 5"FROM CENTER OF TREE TO EITHER SIDE OF PROPERTY LINE. FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIREMENTS. ALLOWED TO REMAIN THERE. o NATIVE BACKFILL WITH S° NOTES: N 5, STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE NO ROCKS GREATER a ENGINEERING DIVISION. THAN 3"DIA. 0 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES CO NOF ROOT BALL,DQ NOT CRACK ROOT BALL, a OF PLANT MATERIALS,PLANT QUANTITIES INDICATED ON THE a� 6. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY CC LEGEND ARE ESTIMATES ONLY, N N STANDARD PLANS. C? NATIVE SOIL UNDISTURBED 0 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS cry o SPECIFIED ABOVE,LENGTHEN THE SPACING PARALLEL TO a C\i `Q N SIDEWALK,AFTER APPROVAL OF CITY INSPECTOR. N N CITY OF RANCHO CUCAONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA (� `^ I'- APPROVED BY: cl, CITY OF RANCHO GUCAMONGA, CALIFORNIA LO o CITY OF RANCHO CUCAMONGA, CALIFORNIA a CITY F STANDARD PLAN ' APPROVED BY: ACV TREE PLACEMENT 501 DOUBLE STAKED TREE STANDARD PLAN h APPROVED BY O RANCHO CUCAONGA, CALIFORNIA CJ STANDARD PLAN APPROVED BY: H R U B AND GROUND COVER R STANDARD PLAN "' APPROVED BY: W CONTAINER PLANTING STANDARD PLAN W 5 GAL - 24" BOX 502 QLU o MULCH INSTALLATION W50G _W SPACING 5p TI W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION L7 R.C.E. 24953 SHEET 1 OF 1 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION L7 8 50 a.f R.C.E. 24953 I j CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 8 SHEET 1 OF 1 d' R.C.E. 24953 SHEET 1 OF i W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION [C R.C.E. 24953 SHEET 1 OF 1 W CITY ENGINEER R.C.E. 24953 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 10F1 . Tnw-o"' EE rw_"LAue6'%EMENT_ T hr'"% E E P"LAIN'T I ION'GN e% H lob 6 RUE' PLANTINU" S ALN.T.S. CALE: N.T.S. SCALE: N.T.S. ti H R NUN B S Au" I Nilu" MULurl LA%Tr E SCALE: N.T.S. 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SCALE: N.T.S. 19thI'II 'p`T�l U SCALE: N.T.S. O um Wi6)co w I ture 7-3...-08. _- al Da ,A Date DESCRIPTIONDATE CITY APPROVED W MINOR Q Z z CITYU'mF RA� NCNO CUCA� MONGA th S "in AN A.1"PH I R E �eiv n"J G SOUTH SIDE OF 19th STREET EAST FROM BAYWOOD TO AST OF VINEYARD AND EASTSAPPHIRE C> r 0 PLANTING DETAIL3 APPR C ,. CITY ENGINEE RICE No. 42156 DESIGN RECOMMENDED ARCHITERRA DESIGN GROUP DR/JLP LANDSCAPE ARCHITECTURE L SITE PLANNING DRAWN 10221-A TRADEMARK STREET SHUET Q RANCHO}CUCAMONGA, CA 91730 DR (909)484-2800 FAX: (909)484-2802 co OF N CHECKED RLA NO. 2834 DRAWING NO. co J C/JLP DATE 03/27/08 JOB NO. 0802-5 . PROJECTee