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Home My WebLink About2159-L T::D:E:VELOPER/OWNER HAVEN AVENUE PARKWAY LANDSCAPE IMPROVEMENT CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE WEST SIDE FROM BASE LINE ROAD TO THE 210 FREEV�IAY, RANCHO CA 91730 a AND 909-477-2740 CONTACT: CINDY HACKETT E MP 0 EM. ENT 19th STREET PARKWAY LANDSCAP I R V NORTH SIDE FROM HAVEN AVENUE TO CARTILLA AVENUE VICINITY MAP GENERAL NOTES -..SHEET INDEX T L-1 TITLE SHEET L-2 CONSTRUCTION PLAN (FROM NORTH OF BASE LINE ROAD) L-3 210 FREEWAY L-4 CONSTRUCTION PLAN (NORTH OF VICTORIA STREET) GENERAL NOTES- L-5 CONSTRUCTION PLAN (NORTH OF VICTORIA STREET TO NORTH OF 19th STREET) < L-6 CONSTRUCTION PLAN (NORTH OF 19th STREET TO THE 210 FREEWAY) 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 L-7 CONSTRUCTION PLAN (1 9th STREET FROM HAVEN AVENUE TO CARTILLA AVENUE) _j WTHE CITY. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L-8 CONSTRUCTION DETAILS 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L-9 IRRIGATION PLAN (FROM NORTH OF BASE LINE ROAD) 19th STREET 0 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE L-1 0 IRRIGATION PLAN (BASE LINE ROAD TO SOUTH OF VICTORIA STREET) AS REQUIRED BY LAW. L-1 1 IRRIGATION PLAN (NORTH OF VICTORIA STREET) 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO PROJECT SITE WORKING DAYS PRIOR TO CONSTRUCTION. L-1 2 IRRIGATION PLAN- (NORTH OF VICTORIA STREET TO NORTH OF 19th STREET) 6. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR,AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS, L-1 3 IRRIGATION PLAN (NORTH OF 19th STREET TO THE 210 FREEWAY) 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W.UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HAVE BEEN L-1 4 IRRIGATION PLAN (19th STREET FROM HAVEN AVENUE TO CARTILLA AVENUE) VICTORIA STREET APPROVED BY THE CITY ENGINEER. L-1 5 IRRIGATION DETAILS 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 WIDE FLAT AREA AT THE TOE OF SLOPE. L-1 6 PLANTING PLAN (FROM NORTH OF BASE LINE ROAD) 9. UPON COMPLETION OF INSTALLATION AN ESTABLISHMENT PERIOD SHALL COMMENCE AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD(TYPICALLY 180 DAYS)SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF L-1 7 PLANTING PLAN (BASE LINE ROAD TO SOUTH OF VICTORIA STREET) Lij LEAF-OUT,FALL COLOR,FLOWER COLOR,OVERALL PLANT HEALTH,AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING,WEEDING,IRRIGATION,PRUNING,RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE,FERTILIZING,AND APPLYING SUCH SPRAYS AS ARE NECESSARY L-1 8 PLANTING PLAN (NORTH OF VICTORIA STREET) FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL 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. L-1 9 PLANTING PLAN (NORTH OF VICTORIA STREET TO NORTH OF 19th STREET) 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL, ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A.RECOMMENDATION. L-20 PLANTING PLAN (NORTH OF 19th STREET TO THE 210 FREEWAY) 11, GALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A GALSENSE REPRESENTATIVE,PHONE NUMBER 760-438-0525. L-21 PLANTING PLAN (1 9th STREET FROM HAVEN AVENUE TO CARTILLA AVENUE) 12, CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: L-22 PLANTING DETAILS • BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-8"WIDE X 6"DEEP CONCRETE HEADERS • BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-8'WIDE X 6"DEEP CONCRETE HEADERS BASE LINE • BETWEEN CITY-MAINTAINED G.C.AND ANY PRIVATE-MAINTENANCE-6"WIDE X 6"DEEP CONCRETE HEADERS • BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE-6"WIDE X 6"DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT,WHERE SHOWN,IS CONCEPTUAL ONLY, APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD,AD ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,PRIOR TO FINAL CONSTRUCTION. 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: ■ • PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. • PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS,AS DETERMINED BY THE CITY INSPECTOR. • ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. N.T.S. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. MAINTENANCE RESPONSIBILITY MAP CONSULTANTS L A N D S C A P E CIVIL ENGINEER: ARCHITECTURE DAN GUERRA & ASSOCIATES SITE PLANNING 10271- PROJECT AREA . .... LANDSCAPE QUANTITIES RANCHO CUCAMONGA CA 730 10221 - Trademark re 1 TEL � � ancho camo17 C � - I Tel ( ) 484-2800 1528 Fax C l -2802 LMD LANDSCAPE U AY TOTAL SQUARE FOOTAGE 114520 SF Richard Krumwiede TOTAL ACRES 2.63 Acres CA Lic. #2834 AZ Lic. # 29115 NV Lic. #446 LANDSCAPE AREA 95332 SF IRRIGATION AREA 50145 SF CONTACT: JOSIF PELAYO PROJECT AREA W PROJECT AREA HARDSCAPE AREA(COBBLE AND SIDEWALK OVER 41) 45237 SF CE W ligg!ill!11 SIDEWALK AREA(UP TO 4'IN WIDTH) 19128 S CU LDRAINAGE M MAINTENANCE 1141 7 co a- < W2 W mal ' SHEETSHAVEN L-1, L-2, L- g L® , L-9, -1 -1 -17 LIN VICTORIA STREET. YNo TREES . SIZE 87""•• MIT '�193 95 1�JS- ®° ZVI ZU4ZQ5 2 25'6" - R:O FA aA:l HAVEN AVENUE HAVEN AVENUE Pinus canariensis Canary Island Pine 41 A 15 gallon CIT Magnolia g.'St.Mary' Southern Magnolia 13 EA 15 gallonAPPROVED '_ HAVEN AVENUE RVICTORIAT 19thSTREET 0 Q TREES QTY. SIZE lip CITY OF RANCHO CUCAMONCL a Pinus canariensis Canary Island Pine 21 EA 15 gallonVT cc Magnolia g.'St.Mary' Southern Magnolia 15 EA 15 gallon HAVEN AVENUE & 19th STREET77 <W 0 PARKWAY IMPROVEMENT 166— "T63 — 6 166—' 17 — 4 � 79—' — 1 -M4 a HAVEN AV - M 19th 219 est side of Haven from asp l to Freeway m HAVE AVENUE HAVEN AVENUE > TREES TY. I Orth side of 19th Street from aven Ave. to Cartilla Ave. Pinus canariensis Canary Island Pine 13 EA 15 gallon Magnoliag.'St.Mary' Southern Magnolia 3 A 15 gallonU LandSOape C IS °1C t> PROJECT AREA 19th STREET- FROM CARTILLAAVENUE TO HAVEN AVENUE TREES QTY. SIZE ED BY4 D TE-0 7 Lagerstroernia x'Muskogee' Crape Myrtle Hybrid 15 EA 24"box K and CITY ENGINEER- RCE No. 24593 — � ��'� � DESIGN EC EN E .� ITERRA DESIGN GROUP e� rn GPD/RFTLANDSCAPE ARCHITECTURE da) SITE PLANNING Sig tura DRAWN 10221-A TRADEMARK STREET SHEET 7- t-oa RANCHO CUCAMONGA, CA 91730 Re gate JL, (909)484-2800 FARC: (909)484-2802 F 22 Date HE C ISE f 3 RLA NO. 2834 DRAWING NO. N.T.S. ® 4 - JRC DATE 08/16/07 JOB NO, 065 ,2.1 f,52 — L \ 4 1 2 3 4 10 2 13 9 10 8 4 1 2 3 LIMIT OF WORK LIMIT OF WORK kI IN ti\ >: :::.: .:::::: :•: •-.V'• - -. .:..,v::ti....... .... ... .•,ti•:titi•.ti;'•h•:\ k\t J.\ R\'C\",\L*,\\R1\'�' \\`4 :,Ltti .^a`.L`a\\\'t"v\\6661` :.hL: h\\\"v\v.\\\ \'L` 1: 4�; \\\`.'\1\\\"ti\ti',`,.\'t \\} \',` tL\\!Still\4`•.Lhth`i VL.t M\t 0.'`: \v.\`.\\\\"1; \1": :t\\ t?.}\'4L,\\\\hk"4\\\ \\L". \Lt' :•h\\\4\\\'4l\\'Lt tiS4 L\111ti`.'.1`:\\'ti•;N.": :, h\. \'.. \4VhV`hV'l\. \t.. .., h\OC.\\\\'�\\\ L\ ,7.\\\"i\.\`.V\4.\l ti".\ \4^,, l.`hhL:'+.\'ti\\\.;. tt\ \♦J7tY:}.\'\1\\\\`•., ;L'V. L .' ,''.;. G C004::• ....,..:., •...,...... .., �'''• `. 4V \. ::\VV\V•vV\4 l n •,\ \",'L'0.\L. ••::•.B v \L PA PA PA :: G B :;. : G A PA B P G . GLL G . G B B A - A ... _. :. _ ! - h 'h .. A L+.�...' _00111 .. .. Uj ryy y• co �ry A ��v .. ,. e pia ��✓✓�� P �y•L :.:. ' ..•-.,.`., :. Lf 3 c1r) — s° L 1 9^ t 1 ....' ., �tis✓ "' ::� L.',/ ^;: ,: PA Uj ac �— r- '— rte- r �— r q— CO _ .CLQ C0. r- . - LOFA _ CLO ,\01 _ _ �— cv cv : - rn - cs C.} : :. .> , :A, :, .:. , u :>LWWR9 . - - mLjj:: :: ::.:. :.. .. ., •:.w. .. : ; al LIMIT :.. :..: ::..,. :.'cam ...: -: .: ' .: _.. ,,,.., ::: .::: :.., :..::..:;' ::::B^ '.;:'. _ >. .. LU 101-011 TYP 9 6 4 8 101-011 i J7 421-rill LIMIT OF WORK 2 41-61 _101_011 4F 101-011 11 6 24a' 12_a11 71311 51 811 TYP 971-a1' TYP 561-31' 6 3 TYP AV E N AV E NUE_ i 161 162 163r 164 165 166 11 1 3 4 9 13 2 3 4 1 1 13 3A 2 9 10 LIMIT OF WORK \\4\L.\\V\V4♦: t •\4 \4\\\\'L\•L`.'41':.\ S•:: '1N \\S41\NNN'WI\\\ \\\ ikk 4:aVLVVLh'lVV`i L \'•: \\\ \\`.SSS\S\'.\`'.\ `.1ti \\ ti`v\\`a`.\\\\\th\ 4:+♦: \k\ 4"+"i•tt\\'tivv\t :L4t i`,0.: t\SS\` "til' l ♦ LLL L v\\\ 1- :\S\',•;\t\S\\\\\l` `,\`\ \%V",'� ht\\\":VV\V\V\`.4 W: XIN h\4\4\v.\4SS'.\ ti`.\' ♦\\' ♦SS*„SS\'v\"*E\\\4 \4 \t! 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CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT EXISTING MASONRY BLOCK WALL/FENCE.PROTECT IN PLACE, HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE 0 ATTENTION OF THE LANDSCAPE ARCHITECT AND CITY. THE CONTRACTOR SHALL ASSUME FULL INSTALL 6"WIDE CONCRETE MOWSTRIP.SEE DETAIL C(CITY STANDARD 534),SHEET L-8. RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION, (D 2. REFER TO APPROVED STREET IMPROVEMENT PLANS DRAWING#1885 3 INST L COBBLE PAV G. I (CITY STAND D 542), - 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND 3A THICK COBBLE PAVING WITH 5"CONCRETE BED.SEE DETAIL A(CITY STANDARD 542),SHEET L-8. UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 4 SUPPLY AND INSTALL LANDSCAPE BOULDER AVAILABLE FROM LOCAL QUARRY APPROVED BY THE CITY, 4. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS SEE DETAIL B(CITY STANDARD 542-A),SHEET L-8.SIZES AS FOLLOWS: REQUIRED, REFER TO IRRIGATION PLANS. A-3611 411 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS C-B-241 AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN, 18 6, CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS, EXISTING ACCESSIBILITY RAMP PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS ABRUPT CHANGES AND SHARP TRANSITIONS. DRAWING#1885. PROTECT IN PLACE. 7. ALL CURVILINEAR WALKS,CURBS,MOWSTIPS,AND WALLS SHALL HAVE A CONTINUOUS SMOOTH 6 EXISTING CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. AWING#1885,PROTECT IN PLACE. SG 8. IF IN THE FIELD,SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS,THE EXISTING FIRE HYDRANT PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS DRAWING 10% 0 DESIGN ELEVATION SHALL TAKE PRECEDENCE. #1855. PROTECT IN PLACE, lA 9, FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION(GREEN BOOK: 2003 EDITION PER THE CITY OF RANCHO CUCAMONGA), REFER TO EXISTING STREET LIGHT PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING Ign ure SECTIONS 4,201,303,AND 400,AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, #1855.PROTECT IN PLACE. -31 e PRE AND POST INSTALLATION OF CONCRETE WORK,MATERIALS, LABOR,AND CLEAN-UP. Rene I ...ate EXISTING CITY SIDEWALK PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING date #1855. PROTECT IN PLACE. SCALE' 111�20° 01 F C N10 1a EXISTING UTILITY BOX PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING#1855. PROTECT IN PLACE. DRAINAGEADDED ACCESS CURB AND COBBLE FOR � � T . 614/07 11 EXISTING TRAFFIC SIGNAL PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING #1855.PROTECT IN PLACE. AFFECTED SHEETS L-1, L-2, L-3, L-8, L-9, L-10, L-1 L-17 12 EXISTING SIGNAGE PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING#1855, SHOEET KEY MArFj` PROTECT IN PLACE, NOT TO SCALEs CITY 13 EXISTING STORM DRAIN MANHOLE PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DESCRIPTION OF REVISION DATE APPROVED DRAWING#1855. PROTECT IN PLACE. 1 I Z-1-\ 14 INSTALL LIMITED ACCESS CURB.SEE DETAIL D(CITY STANDARD 105-C),SHEET L-8. 1 f 1 �_I 1 1 CITY OF RANCHO C9C& M0N'GA HAVEN AVENUE & 19th STREET 1 1 IMPROVEMENT CONTRACTOR SAFETY NOTE: West side of Haven from ase Line to 21.0 Freeway CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURENorth side of 19th Street from aven Ave. to Cartilla Ave, AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED,CONTRACTOR SHALL I W G PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE,WARNING CONES, o BARRICADES,SECURITY PERSONAL, ETC.,AS REQUIRED, FOR TEMPORARY LANEiii: Wq- °'_ L r¢ . '.-.:..:::Y:::i.4.:�L` ,..;:.e'.,'�..:♦:.`;•.':';•...y:�: '':::::....,�: .:`::•..N.•:;�;`.•::::..•:-:•'.t:".v::•:?:.'::::::�Z ;'..v::f• ;.:.F - .. .. LL CLOSURES,CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR , , -.�., �.�-. _ _ _ __ r underground Service Alert APPROVAL BY THE CITY, HAVEN AVENUE HAVEN AVENUE APPROVED BY: I. Calk TOLL FREE CITY ENGINEER RCE No. 24593 F-j"LAN CROSS REFERENCES 4 DESIGN ECO ENDS ^ zARCHITERRA DESIGNfivo 8q m4bZ ss . .. ...... — 1. :._ LANDSARCHITECTUREAFE Q 4 ijw::'?Xrw .::::::::ti:i::: SHEET SITE PLANNING .::.....:..::..:..... ..... DRAWN 10221-ATRADEMARK STREET1 -800 FOR NOTES AND LEGENDS, SEE SHEET T I CONSTRUCTIONFOR 422-4133 DETAILS, HAVEN AVENUE HAVEN AVENUE RANCHO CUCAMONGA, VA �l(3a CONSTRUCTIONI MPW (909)484-2800 FAX: (909)484-2802 OF 22 CORRESPONDINGFOR IRRIGATION P2834 . IDR WIN TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN. SEE SHEET L-16 JLP/JRC DATE JOB NO, 0649-5 L t 1 1 9 4 2 3 2 13 14 9 1 4 IMIT OF WOR 3A $,}• \\\\\\V.\\\'~'`: '.k`.\" \ A4^h`+h\4:hllllY `v'v ::lt hl\\4\'{.,\`0.\\\\ \ ll\\`.\\\\\4\4\\ 'aw.iii9.R'i�. 7i ., ... - •�•t t ,.... +,s-110'0_:a.m+c¢'^e q. a.'0.^a a•m,•m z.-a.'k-n-a'n- - h'l'; \\ti \4 +.`.411\l\llt:6Ev' \k .\\ $a -- t ... 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PA N ,N N ::. . • LU ,omom B B A M ry- CGS _ _ co zzj LIMIT 10'-o" 1 1, i a'-a" 10-011 � 8 4 2 1 11 TYP �——1-6 9 6 12 TYP 12 TYP 9 6 99-3 39'-011 551-911 691-91' 321-611 85'-3° 361®311 _L_ — — > _ — - —HAVEN AVEN E 180 181 182 183 184 185 EXISTINGL PROTECT IN PLACE.CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY MATERIALS DAMAGED AS A RESULT OF NEW CONSTRUCTION. CONSTRUCTION NOTES CONSTRUCTION LEGEN [m)" 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/QR GRADE DIFFERENCES EXIST THAT MAY NOT EXISTING MASONRY BLOCK WALL/FENCE. PROTECT IN PLACE, HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE 0 ATTENTION OF THE LANDSCAPE ARCHITECT AND CITY. THE CONTRACTOR SHALL ASSUME FULL INSTALL 6"WIDE CONCRETE MOWSTRIP.SEE TIL (CITY STANDARD 534), L-8. RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. (D 2. REFER TO APPROVED STREET IMPROVEMENT PLANS DRAWING#1855, 3 INST L COBBLE PAV G. I (CITY STAND D 542}, 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND 1 3A THICK COBBLE PAVING WITH 5"CONCRETE BED. TIL (CITY STANDARD 542), L- . UTILITIES,PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 4 SUPPLY AND INSTALL LANDSCAPE BOULDER AVAILABLE FROM LOCAL QUARRY APPROVED BY THE CITY. 4. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS DETAILSEE (CITY STANDARD 542-A), ® .SIZES AS FOLLOWS: REQUIRED. REFER TO IRRIGATION PLANS. A-3611 B-2411 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS C-1811 AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. 6. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS, EXISTING ACCESSIBILITY RAMP PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS ABRUPT CHANGES AND SHARP TRANSITIONS. DRAWING#1885. PROTECT IN PLACE. 7, ALL CURVILINEAR WALKS,CURBS,MOWSTRIPS,AND WALLS SHALL HAVE A CONTINUOUS SMOOTH 6 EXISTING CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS CURVE WHERE APPLICABLE. ALL FORMS MUST B INSPECTED AND APPROVED PRIOR TO DRAWING#1885, PROTECT IN PLACE, Ul°ro BEGINNING THAT PHASE OF WORK. CID 7 EXISTING FIRE HYDRANT PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS DRAWING , ooe 8. IF IN THE FIELD,SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS,THE � � DESIGN ELEVATION SHALL TAKE PRECEDENCE. #1855. PROTECT IN PLACE, , TIM 9. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS EXISTING STREET LIGHT PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING 7-31 8 N,lure CONSTRUCTION(GREEN BOOK: 2003 EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO #1855. PROTECT IN PLACE. en ate 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. Dat.e 9 EXISTING CITY SIDEWALK PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING #1855. PROTECT IN PLACE. 1 a EXISTING UTILITY BOX PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING#1855, PROTECT IN PLACE. MAINTENANCE . DRAINAGE 8/14/07 11 EXISTING TRAFFIC SIGNAL PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING T -1, L-2, L-3, L-8, L-9, L-10, L-1 L-1 #1855. PROTECT IN PLACE. SHEET KEY MAP 12 EXISTING SIGNAGE PER CITY F RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING#1855. PROTECT IN PLACE, CITY DESCRIPTION OF REVISION DATE� I APPROVED 13 EXISTING STORM DRAIN MANHOLE PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING#1855. PROTECT IN PLACE. CITY OF RANCHO CUCAMOWCA e 1 14 INSTALL LIMITED ACCESS CURB. TIL (CITY STANDARD 105-C), L-8. HAVEN AVENUE & 19th STREET 1 CONTRACTOR SAFETY NOTE: ARKWAY IMPROVEMENT I est side o ave from ase Line to 21 Freeway CONTRACTOR SHALL BE RESPONSIBLE F KEEPING THE SITE SAFE AND SECURE 1 AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED.CONTRACTOR SHALL Orth side of 19th Street from avers Ave. to art1 1a Ave, PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE,WARNING CONES, BARRICADES,SECURITY PERSONAL, ETC.,AS REQUIRED.FOR TEMPORARY LANE waLandscape Maintenance tricot caw CLOSURES,CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR m_:.14 1: ,1 cc , r rE`%)ervulceAPPROVAL BY THE CITY __ _ _ ..m,v .�...,,, ..r•.- .n,,..._. •°�.:^�-. :--'rs-•--�• yrs--�--mac'-�-�^-- T:*�-----wz,----- z:o-' as } HAVEN AVENUE HAVEN AVENUE APPROVED BY: r D A T E�: ��753 Call: TOLL FREE CITY ENGINEER RCE No. 24593 PLAN CROSS REFERENCES V GN �y- ECC} _ ENDED ~ I 1 -800F F LANDSCAPE ARCHITECTURE FOR NOTES AND LEGENDS, SEE THIS SHEET Wb z w n u SITE PLANNING CONSTRUCTIONFOR 422-4133DETAILS, L- a ;...w <.�T. .�. :: SHEET ® ,. :1;:.>',;: 10221-A TRADEMARK STREET --ra HAVEN AVENUE a HAVEN " RANCHO CUCAMONGA, CA 91730 CONSTRUCTION SPECIFICATIONS AVENUE I I I - SPECS. (909)4.84-2800 FAX: (909)484-2802 OF 22 TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING 7 FH E 7K_ED RLA NO 283 �_. 1N N FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-17 /J DATE03/05/07 .� B Hca. �a - 3 f D2 C4 4 10 C 00 cc 2 221.0" LIMIT OF WORK cf) I'lli a!l glip Q ROOM E3za 00 VZR%00� U79 =4 M UM WA M?4� 14M F= qW tgv_l� ff� ZwVl =9 AM$ W WMp2=___" Vm M M vaw�_ ,= M A= M1 MAO OOA M"am 2M va MAill WA mw� &W aw SWA 5 V4mrff==_sW no UM M% MA PA P I? W < PA A P -1 PA LL J W C B z W B A- -AV -7,f PA W CCP PA 0 B C C> co PA PA*'-"" 7 W A CD c� i�y) M I i <D - \, ------ce> A -0 X B B 7"z -Co. cv.2� p LC I . _', 11 z Owl W '0 4,- "k, lot., 11)(". 4_tk 4 cp '77- i T _'5 j W ..Ba Cl) W Ag—o iii i R co *qr I-Olt 101.0111 W LIMIT OF WORK 10 8 6 3 101-01, —�11 U_j 8 TYP A < W 11 V TYP 2 C/) TYP 551-91, 2031.6it 141-011 521-311 39-9H ff-T' HAVEN A%VEN1%j1E- 188 191 186 187 189 190 4 2 2 1 F-09 10 4 LIMIT OF WORK 10 9 i 2000RON M MW VM1Mp%MWl MIA Alux 9= VRWMKQI��= WW =9 WKMZZ� MW ow tm =RM,*AT-MW,= W145 I= SM VAIM M TI-A P1%r"=M= W& WOR 01-Wrl MIA M 434 VMZ=Z=Vs4 W4 W= =�r rm VW jZr_��" MV WN UM PVke'pWAMM= 41"4 Qn "M rM W= UM%%V%pl WA tw It= NONNI-- PA VA PA A LO PA C j A PA 15A CM-) PA -1 CIO W LO '17n '77 _nz C\1 C" C) PA C.0 I z W C\1 0.1 p I, iP , � W W W AP�,` INV 7 X 7 777 A W —7777 7� 7777777 7 r T. mum MOM mow C) < LIMIT OF WORK Alt W 1.611 101'. 10 W < W 10 7 -Z- 8 W TYP_ —08 6 3 1 TYP 2 TYP -06 6 8 4 W 7t. It 244�-Tt 165'-0" 195'-0" 2 L in a H"AVEN AVEi\ju"E 192 193 194 195 196 197 191 CONSTRU"CTION NOTES CONSTRU*CTION LEGEND 1� CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS EXISTING MASONRY BLOCK WALL/FENCE,PROTECT IN PLACE. 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 LANDSCAPE ARCHITECT AND CITY, THE CONTRACTOR.SHALL ASSUME FULL INSTALL 6"WIDE CONCRETE MOWSTRIP.SEE DETAIL C(CITY STANDARD 534),SHEET L-a RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. INSTALL COBBLE PAVING.SEE DETAIL A(CITY STANDARD 542),SHEET L-8. 2. REFER TO APPROVED STREET IMPROVEMENT PLANS DRAWiNG#1855. SUPPLY AND INSTALL LANDSCAPE BOULDERAVAILABLE FROM LOCAL QUARRY APPROVED BY THE CITY. 3, CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES, CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST SEE DETAIL B(CITY STANDARD 542-A),SHEET L-&SIZES AS FOLLOWS. INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. A-3611, B-24' 4. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS C-18 REQUIRED. REFER TO IRRIGATION PLANS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS 5 EXISTING ACCESSIBILITY RAMP PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN, DRAWING#1885.PROTECT IN PLACE. 6� CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS, EXISTING CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS ABRUPT CHANGES AND SHARP TRANSITIONS. UM DRAWING#1885,PROTECT IN PLACE. .0 7. ALL CURVIUNEAR WALKS,CURBS,MOWSTRIPS,AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO EXISTING FIRE HYDRANT PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS DRAWING BEGINNING THAT PHASE OF WORK, #1855.PROTECT IN PLACE, Mure 7 1 8. IF IN THE FIELD,SCALED DIMENSIONS CONFLICT WITH STATED GRADES ANDIOR ELEVATIONS,THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. 8 EXISTING STREET LIGHT PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING #1855.PROTECT IN PLACE. Date 9� FOR CONCRETE INFORMATION,REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION(GREEN BOOK., 2003 EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO EXISTING CITY SIDEWALK PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING 0 F SECTIONS 4,201,303,AND 400,AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, C9 #1855.PROTECT IN PLACE. SCALE- 1 20' PRE AND POST INSTALLATION OF CONCRETE WORK MATERIALS,LABOR,AND CLEAN-UP. EXISTING UTILITY BOX PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING#1855. PROTECT IN PLACE. EXISTING TRAFFIC SIGNAL PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING #1855.PROTECT IN PLACE. U2 EXISTING SIGNAGE PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING#1855, S'r1'EE"`1l`* KEY M" AP CITY PROTECT IN PLACE. NOT TO SCALE DESCRIPTION OF REVISION DATE "PROVED EXISTING STORM DRAIN MANHOLE PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING#1855.PROTECT IN PLACE. ITY OF RANCHO CUCAMONGA gBE HA VEN A VEN UE & 19 th TR EE T CONTRACTOR SAFETY NOTE: rMl CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE PARKWAl" IMPROVEMENi AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED.CONTRACTOR SHALL West side of Haven from Base Line to 210 Freeway PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE,WARNING CONES, North side of 19th Street from Haven Ave. to Cartilla Ave. BARRICADES,SECURITY PERSONAL,ETC.,AS REQUIRED,FOR TEMPORARY LANE CLOSURES,CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR Landscape Maintenance Di strict No. 1 APPROVAL BY THE CITY. 116,ul CONSTRUC PLAN till*_ _-Z HAVEN AVENVr- 4AW"N AVZT-AJP AT Ew 7 underground Service Alert APPROVEDBY-0 D 24593 CITY ENGINEE R DED� Call: TOLL FREE PL AN CROSS REFEREN'CES ARCHITER RFT LANDSCAPE ARCHITECTURE SITE PLANNING -------- ------ -A TRADEMARK STREET -9w, FOR NOTES AND LEGENDS, SEE THIS SHEET Z� DMAWr 10221 will --w8OO WE= RANCHO CUCAMONGA,CA 91730 FOR CONSTRUCTION DETAILS, SEE SHEET L-8 - ----- (909)484--2800 FAX: (909)48-4-2802 L-4 or, 22 HAVEN NiMUE MPW ,Jill Jill CONSTRUCTION SPECIFICATIONS PER CITY OF RANCHO CUCAMONGA SPECS. AGNL 2834 422,4133 _------ CHE(T RLA NO. 1NO 10. FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-1 1 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-1 8 V",/V JLP/JRC 13ATE 03/05/07 JOB NO� 0649-5 6;� TWO WORKING DAYS BEFORE YOU DIG ------- gl 4 ECT SHEEr -OF eP-c MATCHLINEW SEE SHEET L-7 I13 9-3` 2 t 13 "��} I t 6 p4 w fx rf% R C r cc fi 30- 61: rvs. e P 0- ,� r"r�x,'r c r � fw ;x (}s. 4..f 4p�h.r: PA LIMITof �,>, f-` 12 9 10 4 10 PA w Y 46 8 (b x p LIMIT Y :1 ,y tab d''ST i°.SSS ,s 3} y `�,it....;: V aaxo �s �> > 8;•� txs :r...;asssrs r�k sai�ra,�� awe 9 .,�Y• .. C3'3 ". � ,,,�,` +. r, a 4 so-ax 'i4 as ,x: sxs � its 6£38 2aa a: k 1"l LIMIT OF WORK sr� ti :r.<,s �� area ra '• z Aw s :. PAT �. r.. „. ,., ,. y y a T4 y ref _ M, f tf rf. oIC B c sua � >, ,. (�^".s .�'t xE, }}• "/' :.i a„r•tr ., :.,•M,rs,x i ,5 ':f ,? Fl. {,r'•4 ^a. @ l!'•, -.t, - .:ri; ; l,.,z::2 ..,5 :%" 'w1..c�" ,..,,,.E ,'"` .f.,.` •.y., y. °4._•r•,, ` r. P �y uj ,.; . i.., i•CD M, •f 4r H r ,,�."- <<,.*.•,,;.? a .<. `. 'S 0 3 P$ '*�. ALT S ' SCS 4 w cc 4f9 t i? r" LL «: ; �9r % , f,..:H i- ..,r � f «zq '^'3""". �r h.�".r„yi IM „ .. , .•+.*. wa+ Ws. . 6' 7: 10 11.0tt 41 yp 10 F— Uj —04 81�F4E 104-011 .311LIMIT 0 WORK 0 E'r?gFi LIMIT T08 27141 UJ CD 'ri'AV AV 197 198 E N ENUE- 199 'r' i'AVEN AVEN” E 200 .203 t CONSTRUCTIONNOTES CON Sw"""FR UCTI u"N LEG"EOND 1, CONTRACTOR SHALL.NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN ITIS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT EXISTING MASONRY BLOCK WALL/FENCE.PROTECT IN PLACE. HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL.BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND CITY. THE CONTRACTOR SHALL.ASSUME FULL, 2 INSTALL 6"WIDE CONCRETE MOWSTRIP,SEE DETAIL C(CITY STANDARD 534),SHEET L-8, RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION, 2. REFER TO APPROVED STREET IMPROVEMENT PLANS DRAWING#18.55, 0INSTALL COBBLE PAVING,SEE DETAIL A(CITY STANDARD 542),SHEET L-8, 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND 04 SUPPLY AND INSTALL.LANDSCAPE BOULDER AVAILABLE FROM LOCAL QUARRY APPROVED BY THE CITY, , UTILITIES,PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST SEE DETAIL 8(CITY STANDARD 542-A)k SHEET L SIZES AS FOLLOWS: INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. A-3594 4, CONTRACTOR SHALL.COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS B-24 REQUIRED. REFER TO IRRIGATION PLANS. C-1811 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS 5. EXISTING ACCESSIBILITY RAMP PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. DRAWING#1885.PROTECT IN PLACE. 5. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS, C6) EXISTING CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PIANS DRAWING#1855,PROTECT IN PLACE, 7. ALL.CURVILINEAR INALKS,CURBS,MOV`1STRIPS,AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. All FORDS MUST BE INSPECTED AND APPROVED PRIOR TO EXISTING FIRE HYDRANT PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS DRAWINGBEGINNING THAT PRASE OF WORK. 0 #1855.PROTECT IN PLACE, 8. IF IN THE FIELD,SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS,THE DESIGN ELEVATION SHALL.TAKE PRECEDENCE. 8 EXISTING STREET LIGHT PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAINING �.�. 1855.PROTECT IN PLACE. S A FOR CONCRETE INFORMATION,REFER.TO THE STANDARD SPECIFICATIONS FOR PUBLIC CORKS CONSTRUCTION(GREEN BOOK: 2003 EDITION PER TIME CITY OF RANCHO CUCAMONGA. REFER TO UUM SECTIONS 4,201,305,AND 400,AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, EXISTING CITY SIDE /ALK PER CIT'/OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING PRE AND POST INSTALLATION OF CONCRETE WORK,MATERIALS,LABOR,AND CLEAN-UP. #1855.PROTECT IN PLACE. f%tt 10 EXISTING UTILITY BOX.PER CITY OF RANCHO CLICAMONGASTREET IMPROVEMENT PLAN DRAWING#1855, 'gn re -_.-- PROTECT IN PLACE, 1 $ 11�� faceESI TING TRAFFIC SIGNAL PER CITYFRAN D CUCAMONGAREST IMPROVEMENT PLAN DRAWING #1855.PROTECT IN PLACE. F10 SCALE: 1'F 20' 12 EXISTING SIGNAGE PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PIAN DRAWING#1855. PROTECT IN PLACE, 13 EXISTING STORM DRAIN MANHOLE PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PIAN DRAWING#1855.PROTECT IN PLACE, SHE E T K E Y M A P CONTRACTOR SAFETY NOTE,- Clf DESCRIPTION OF REVISION CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE t PRO AT ALL TIMES UNTIL.THE PROJECT HAS BEEN COMPLETED.CONTRACTOR SNAIL. PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE,WARNING CONES, BARRICADES,SECURITY PERSONAL}ETC.,AS REQUIRED,FOR TEMPORARY LANE CLOSURES,CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR CITY OF RANCHO CUCAMON' GA APPROVAL.BY THE CITY. HAVEN AVENUE &01 109th N"TREET ARKWAY IMPRud'VEMENT West side of Haven from Base Lire to 210 Freeway I North side of 19th Street fir rn Haven Ave. to Cartilla Ave. Landscape a tenancy District No. underground Service Alert 5 `1 ` M CONSTRUCTION PLAN k-'sAvN AL°ESJi7t. APPROVED BY. DATE, Call.- CITYENGINEER RCE 24593 PLAN CROSS REF"ERENCEZ03k • f ,51I 1aCC32f IMM800 ARCHITERRA DESIGN UP r LEGENDS,FOR NOTES AND T � T LANDSCAPE ANDSCAPE ARCHITECTURE ORRIS SITE PLANNING DI IL , T L— 10221-A TRADEMARK STREET FOR 422-4133 CONS S ro } , to — « — RANCHO CUCAMONGA CA 91730T TI jCITE O CUCAMONGA SPECS. HAL:9RG P (909)484-2800 "AX. (909)484—2802 OF 22 TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDIIRRIGATION PLAT, E L- FOR �o { N CORRESPONDINGPLANTING ISI, DEET Lr -1 2834 JI, /H TE 03/05/07JOB NOv - CT 1 -02 9 LIMIT OF WORK 8 10 09 1 2 4 3 LIMIT OF WORK FA{ ta+y� d ! 2'7`"`�; ;,�' t� `� 4 »-•� @' k4PA k Sat3 Sas cv% fiL9 k gm Aadi 'xd 7 1 PA S '^' c PA <A 4•u >,. L;>.{.., �'`; Y ..�' }' F/ry, jp�•. }("�y} kA'R' 6 # P g r ,7k"B/ t .'/ ^'" t ! t � F`'k S �V' Pf lyl i{ S Tara Y •�� - rly M.'F ._�. T. T'' 'n✓t ..i'b'.µ� �e'^' 4 I". ,��. �� +�;.. S� ..W...n.. N r1,.' !4 1Gi. L '" �.Jr yr` � : Ye r V£ gy t, y� k z. �'�_ -4 - .�f a .i�Y G7 "J �' �. 'eaa. a' S 'o- ! It a-„• C ; rh t PA .1 Y r to -,. Y f 4s oy” y 4 r^• FAd a^ l // 'Sf ✓t S� Ai ,.A a x s' k •h-o rower tea, p� /� +'-4 ..:'.�� `� �'"`:--:'•_f,.: 3. Vi.i'. R '•^mx [ Aff F 'n'J .n; 'n 5 y , sir-R t .t. Y , •'/ `�F•v' C } eS V x r^- f ��h. Nrs .� p�p��., .mt ��^+Y+� yf .udr« q r _6L...d t ryu Vt .,: n. Z 77-1 .. .ate„„ • Cai v A x ? :5 4 S `t •q 'a "' s `S 4". v^" T'..' ^e # 'S `} o-a. ,,� `sz k 'k ^ a ,..,•„" . to m, gg. ..�.. i i ! CD 1 }"611§ 4if" t} @q'tY�(4Ed gg TYP TYP lTYP [31 }I ni-911 1 I�i9r4i ;® it gIIT i }'e 74f w� 1 6M34 319'-3" e�g +� .««....Mr.. 31 a-3tt 31-6" - AVENUE- 203 204 w 206 20 208 209 d ew, 3 - 12 5 1 a- �9 1 1 Impm LIMIT OF WORK a. 0 � w < Cr. Cc: 0 LL LjL !k 4 { W .,.. W.,..........,......v............r. 180t41 < C\j 0 ° 209 21(33mAVEN AVENUE— -� CONSTRUCTION NOTES CONS'"OFRUCTION LEGEND 1. CONTRACTOR SHALL NOT"WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS ANDIOR GRADE DIFFERENCES EXIST THAT MAY NOT EXISTING MASONRY BLOCK WALLIFENCE.PROTECT IN PLACE. HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND CITY. THE CONTRACTOR SHALL.ASSUME FULL. INSTALL S"WIDE CONCRETE MOWSTRIP,SEE DETAIL C(CiTY STANDARD 534),SHEET L- . RESPONSIBILITY FOR ALL.NECESSARY REVISIONS DUE TO A FAILURE TO CHIVE SUCH NOTIFICATION. 2. REFER TO APPROVED STREET IMPROVEMENT PLANS DRAWING#1355. INSTALL COBBLE PAVING.SEE DETAIL A(CITY STANDARD 542), E L . ,f 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND SUPPLY AND INSTALL LANDSCAPE.BOULDER AVAILABLE FROM LOCAL QUARRY APPROVED BY THE CITY. UTILITIES,PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST SEE TIL (CITY STANDARD 542-A), T L-8,SIZES AS FOLLOI . INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES, A_W 4. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS B_24.1f REQUIRED. REFER TO IRRIGATION PLANS. C-18 . CONTRACTOR SHALL BE RESPONSIBLE FOIA ANY COORDINATION WITH OTHER SUBCONTRACTORS (D EXISTING ACCESSIBILITY RAMP PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN, DRAWING#1$35.PROTECT IN PLACE. 5. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. EXISTING CURB AND GUTTED PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS DRAWING#1335,PROTECT IN PLACE, 7. ALL CURVILINEAR WALKS,CURBS,MOV STRIPS,AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO EXISTING FIDE HYDRANT PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS DRAWING BEGINNING THAT PHASE OF WORK, #1355.PROTECT IN PLACE. 3. IF IN THE FIELD,SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS,THE DES IG N ELEVATION SHALL TAKE PRECEDERtICE, CD UM EXISTING STREET LIGHT PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING bAk � j� #1355.PROTRACT IN PLACE. . 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 ,201,303,AND 400%AS WELL AS ANY OTHER SECTIONS RELATED TO TRIS INSTALLATION,ATRON, 90 EXISTING CITY SIDEWALK PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING ` w PRE AND POST INSTALLATION OF CONCRETE UVORK,MATERIALS,LABOR,AND CLEAN-LIP. #1555.PROTECT IN PLACE, 1 EXISTING UTILITY BOX PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING#1355. PROTECT IN PLACE. OF elk EXISTING TRAFFIC SIGNAL PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PIAN DRAWINGSCALE: 1" its} #1355.PROTECT IN PLACE, 12 EXISTING SIGNAGE PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING#1355. PROTECT IN PLACE, 13 EXISTING STORM DRAIN MANHOLE PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAINING#1355.PROTECT IN PLACEwiEET K"EY MAP , NOT TO SCALE DESCRIPTION crrY CONTRACTOR SAFETY NOTE: PROVED CONTRACTOR SHALL 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,YARNING CONES, CITY OF RANCHO CUCAMONGA BARRICADES,SECURITY PERSONAL,ETC,,AS REQUIRED.FOR TEMPORARY LANE CLOSURES,CONTRACTOR SHALL.SUBMIT A TRAFFIC;CONTROL PLAN FOR � APPROVAL BY TIME.CITY. HAVEN AVENUE & 19th 6STREET PARKWAY IMPROVEMENT Wet side of Havey from Base Line. to 210 Fr ewav North side of 19th Street from Haven Ave. to Cartilla Ave. a E' t T Landscape ai teante District No. � Rill . underground Service Alert CONSTRUCTION PLAN !•tAVi`I t,L'M,"tlfy ri.At,2:ia AVC:t'Jil} - APPRO VE Y« DATE. CalL TOLL FREEra CITY ENGINEER RCE No. 24593 PLAN CROSS REFEREN%A10',61f' ES 011 D-E SI ° ARCHITERRA DESIGNP 1mw800 LANDSCAPE ARCHITECTURE1wv l l Rum FOR NOTES AND LEGENDS, SEE THIS SHEET SITE PLANNING 10221-A TRADEMARK STREET FOR CONSTRUCTION SH DETAILS, ._ — RANCHO CUCAMONGA, A 91730422m=4133 �Yr Hua,r?uSPECIFICATIONSCITY FRANCHO A r f (909)484--'2800 FAX* ( 9)484---2802 1; 22 FOR CORRESPONDING IRRIGATION PLANTWO WORKING DAYS BEFORE YOU DIG , H L-13 � RLA . 2834 NO NO. FOR CORRESPONDING T PLAN, SEE SHEET - JLP/J r DATE 03/05/07 JOB NO. C649-5 2 15�-L PROT SHEEr OF k Y k N ]�1 t rz �" y to Q fi 1 "Sf 4 10 _ 2 12 6 0 10 1 12 2 3 9 4 10 2 3 12 1 3 LIMIT OF WORK W 0 LU ^ vv trot e.a..v ro.xn w-m w a.• arc nWn.T•••• v("..' igf 'Y. (� =f ,t "aF yy qY1 �' -a ^t }i StCys � �` Q'�`-, .fJt{�-p�.�f •,� " t,. 13 9 A 'S µ e 'S✓ t3C �. �•.t ..•,,s�'•• t.4.,;:i' ��" 1^ f 6# s-,, ti S_ f ,u-•..q� +'t ..,.,.. ,..,: .<... w.. .. .r "_..' "..„ p et .,.! µ ° _` r7# y'P `' K '` t - PA E PAT. z cc LIMIT OF WORK ,` •. M�{ 1 2 4 k 43SI 0## v...,,..,,....N..,.. 2,f�l}E} 41f-611 369 -6 @ �++r�SRf0FF _,......,.-...'•' 2y,i»l�#k 1} 141 �g� �¢ qjj ClL } C t7 F§ it W ter. ks S ri ....,, ....,.... ..... ..... ...w .e.e,. .,..... „,. STREET— - 9 E b `f. 3Y 12 10 1 1 -� 2 \ftf\ _ 1 1 6 9 4 7 2 LIMITz cc W 011 OF WORK WORK s LIMIT UL PA Ago ,.• �• .%.^.4` h� ,« «,.[t �`' f3 r - PA �: y}``"^ .:^` , „'�f/°"/h� Wst' y.. �.. t1 S. r.-. �R v' d was .�-�3"!� PA ► '1 SES PA .wnwssrmnv,swn«..nurwv..vxn,waemcnnnw. , d u . LIMIT OF WO:1K LIMIT OF 'NORK cc 7#M6ss 26'-0" p'$ 44#"fit@9 i#�7t'glit __....,...- _m•_,w 194.041 _ kms #S (]6�(�## 9th STREET-- - at CONSTRUCTION NOTES CONSTRUCTION LEG% END 1, CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS a OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT � EXISTING MASONRY BLOCKWALL/FENCE.PROTECT IN PLACE, HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND CITY, THE CONTRACTOR SHALL.ASSUME FULL. � INSTALL "TIDE CONCRETE MOWSTRIP.SEE DETAIL C(CITY STANDARD 534,SHEET L- RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION, 2. REFER TO APPROVED STREET IMPROVEMENT PLANS DRAWING#1855. INSTALL COBBLE PAVING.SEE DETAIL A(CITY STANDARD 542),SHEET L-8, 1 CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND 44 SUPPLY AND INSTALL LANDSCAPE BOULDER AVAILABLE FROM LOCAL QUARRY APPROVED BY THE CITY. UTILITIES,PIKES AND STRUCTURES, CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST SEE DETAIL B{CITY STANDARD 542-A},SHEET L-9 SIZES AS FOLLOWS. INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES, A-36 @, . CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS B" �@ REQUIRED. REFER TO IRRIGATION PLANS. C-18@t 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS EXISTING ACCESSIBILITY RAMP PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS AS REQUIRED TO.ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN, DRAWING#1885,PROTECT IN PLACE. 6. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANCES AND SHARP TRANSITIONS. EXISTING CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS DRAWING#1885,PROTECT IN PLACE. S 7. ALL.CURVILINEAR WALKS,CURBS,MOWSTRIPS,AND MALLS SMALL,HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE, ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO7 EXISTING FIRE HYDRANT PER THAT PRASE OF WORK, CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS DRAWING BEGINNIBEGINNING � #1$55.PROTECT IN PLACE. ° rg► 8. IF IN THE FIELD,SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS,THE .� DESIGN ELEVATION SHALL.TAKE PRECEDENCE. EXISTING STREET LIGHT PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING #1888.PROTECT IN PLACE. 9. FOR CONCRETE INFORMATION,REFER TO THE STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION(GREEN BOOK: 2003 EDITION PER THE CITY OF RANCHO CUCAMONGA), REFER TO �c� � F t AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, �:� EXISTING CITY SIDEWALK PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING SECTIONS 4,201,303,AND 4 , ,7► ata PRE AND POST INSTALLATION OF CONCRETE WORK,MATERIALS,LABOR,AND CLEAN-UP. #1855.PROTECT IN PLACE, P CN 1Q EXISTING UTILITY BOX PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAINING#1855. SCALE. 1" 20' PROTECT IN PLACE, EXISTING TRAFFIC SIGNAL.PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN DRAWING #1855.PROTECT IN PLACE. DEXISTING SIGNAGE PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PIAN DRAWING#1855. , PROTECT IN PLACE. SHEET KEY MAP NOT T CALLA f 13 EXISTING STORM DRAIN MANHOLE PER CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN � "VISION CITY DECRIPTIONDATE DRAWING#1855,PROTECT IN PLACE. "` APPROVED CONTRACTOR SAFETY NOTE: CITY OF RANCHO CUCAMONGA5 CONTRACTOR SMALL.BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE AT ALL.TIDES UNTIL THE PROJECT HAS BEEN COMPLETED.CONTRACTOR SHALL HAVEN A VENUE & I 9th �NTREET h PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE,WARNING CONES, � BARRICADES,SECURITY PERSONAL,ETC.,AS REQUIRED. FOR TEMPORARY LANE CLOSURES,CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR JDARKWAY APPROVAL BY THE CITY. est side of Haven from serine to 210 Freeway ort side f �t Street from aAve. to ar�:� aAve.It h CONSTRUCTION PLAN Underground Service Alert --- APPROVED BY,: e Y DATE:J�rd cTOLL FREE CITY °# Call: NGINEER CE b 24593 MINIMUM PLAN CROSS REFERENCES T ARCHITERRA DESIGN GROUP R 4 1--800 LANDSCAPE ARCHITECTURE LEGENDS,FOR NOTES AND THIS SHEET .... ,� .�.._-.�.`�.�.�� _.� " ;: 4# SITE PLANNING FOR CONSTRUCTION DETAILS, SEE SHEET L� R1111 111111110=i _.w 10221�A TRADEMARK STRE SHL ,� 422,4133 (d4"�1R .--, w-, tm-�• .. ."^°t#a �- , -�-- , --� RANCHO CUCAMONGA A 91730 t T T1 P TY H r#av srr+a,+ HAVEN AVENUE MPW (909)484-2800 FAX: (909)484-2802 IRRIGATIONFOR CORRESPONDING PLAN, SEE SHEET L- �Tw PROJECSHEET TOF ePtZ.1, CASE 1 MORTAR EVEN WITH FLAT SIDE UP CURB CURB AND WALK TOOL MORTAR JOINTS TO ACCENT COBBLE. 2% COBBLESTONE SIDEWALK .4 4 4 4 4 4 3"MINIMUM CONCRETE BED UNDERNEATH COBBLESTONE CASE 2 BOULDER PER STD 542-A (LOCATE PER PLAN) 3"MIN,SOIL DEPTH AT BOULDER SIZE AND COBBLESTONE EDGE OF COBBLE LOCATION PER PLAN *48 CONCRETE HEADER-1/2"RADIUS 24'" 24" EXPOSED EDGES AND FINISH PER PLAN ® *® 1/2'"POLY-FOAM 1"IN LAWN (INSTALL AT GRADE LEVEL AT SWALE CONCR TE BED EXPANSION JOINT 2"IN PLANT BED CROSSINGS) 3/4"LIP CASE 3 6" 24" 6" 6"OR 8"' FINISH GRADE 3/8"LIP FOR D.G.OR COBBLESTONE 4 SHINER 2"MAX. MORTARED STONE SWALE ° SEE NOTE 2 �� C° DEPT11/7 ° 1/2 RADIUS P F.S.SHALL BE FLUSH WITH �r v 4„ ° I I III I LO �P � I TOP OF CONCRETE HEADER a°a° ®� ®�� ®® I I A�'eI 1" 4"CONCRETE BEd CONCRETE CURB cin COBBLESTONE BENEATH COBBLE W1#3 BAR ° a o 2'MIN.14'MAX.RAD, O "I I I #3 RE BAR CONTINUOUS a a. CURB&GUTTER SEE DETAIL FOR 0. 6"'PCC MOW CURB UNLESS OTHERWISE INSTRUCTED PER CITY STD,534 END CONDITION ( } ADJACENT HARDSCAPE 6"PCC MOW CURB UNDISTURBED NATIVE SOIL REFER TO PLAN PER CITY STD 534 PLANTER COBBLESTONE NOTES: AREA ' HARDSCAPE THESE DIMENSIONS TO MATCH EXISTING OR PROPOSED,IN CONFORMANCE WITH CITY STD.104,105-A AND 105-B. SIDEWALK HARDSCAPE n2 JOIN AT RIGHT ANGLES(TYP.) 3'MIN.!4'MAX.RAD. 24" EXISTING CURB NOTES: OR WALK NOTES: END CONDITION NOTES: NOTES: 1.CONCRETE GLASS 520-D-2500. 1.BOULDER PER CONSTRUCTION PLAN,RECESS AT LEAST 1/3 OF BOULDER'S DEPTH INTO SUB-GRADE AS 1.MAXIMUM LENGTH OF INSTALLATION SHALL BE 25 FEET FOR 2,ROCK SIZES,UNLESS OTHERWISE SPECIFIED,SHALL BE: BOULDERS:MAX.3'0"-MIN.1'6° SHOWN.PLACE BEFORE FORMING CONCRETE PAVING.LANDSCAPE ARCHITECT TO APPROVE o 1.PROVIDE SCORE JOINTS AT 1Y-0"O.C.AND 3/8"EXPANSION JOINTS AT 20'-0"O.C. FIRE ACCESS LANES COBBLESTONES:MAX.18"-MIN.6"WITH ONE FLAT SIDE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. r 2.8"WIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CITY-MAINTAINED 2.THE LENGTH OF THE TRANSITION FROM NORMAL CURB TO ACCESS 3.BOULDERS SHALL HAVE 113 EMBEDMENT,COBBLES SHALL HAVE 213 EMBEDMENT2.112"POLY FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. "' TURF. CURB SHALL BE 4 FEET. 4,ALL SPACES BETWEEN STONES SHALL BE FILLED WITH D'MORTAR.1 PART GEMENT TO 2-2/1 PARTS SAND,2000 PSI 3.CONCRETE TO BE 520-C-2500 MIN. 3. PORTLAND CEMENT CONCRETE,(NO"DRY-PACK"IS ALLOWED)QWEd) 3.ADJACENT CONCRETE PAVING POURED AROUND BOULDER,SEE CONSTRUCTION PLAN, WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED NOT MORE THAN 1Q FEET APART. 4.90%COMPACTED SUB-GRADE. 0 4.HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS,AS AN EDGE 5.A SAMPLE AREA,MIN.40 SO.FT.,SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TO PROCEEDING WITH TREATMENT TO ALL NON HARDSCAPE LIMITS OF WORK,AND BETWEEN ALL TURF AND 4.ALL CURBS SHALL BE CONSTRUCTED OF PORTLAND CONCRETE REMAINING ROCK WORK. GROUNDCOVER AREAS. CEMENT 520-C-2500. 6.FINAL RESTING POSITION , ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. 5.PLACE 3/4"DOWEL PINS AT ALL EXPANSION JOINTS WHEN CD 7.ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. � � o 0 d FLOW LINE GRADE IS LESS THAN 0,40% 8.ALL COBBLE STONE AREAS SHALL HAVE 6"x6"CONCRETE HEADER AS AN EDGE AT PLANTING. o `y 9.ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2%MIN.AT ALL TIMES WITHIN THE R.O.W. � aITCALIFORNIA I , CALIFORNIA ®^ CITY OF RANCHO � APPROVED BY: Q , O I CALIFORNIA APPROVED BY:IVER WASHED IT STANDARD PLAN STANDARD PLAN APPROVED BYAPPROVED BY: d PLACEMENT BOULDER STANDARD PLAN STANDARD PLAN LT LIMITED _ 534 Cf) 105-C CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION I W CITY ENGINEER R.G.E. 24953 SHEET 1 OF i tr R.C.E. 24953 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 IW CITY ENGINEER DATE USE WI"H STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WI R G.E. 24953 SHEET 1 OF 1 Cr RCE 24953 SHEET 1 OF 1 COBBLE P"AVING BOULDER' BY CONCRE"FE 'HEADEER LIMITED ACCESS CURB ()E=SCALE. SCALE: SCALE' N.T.S.1co % N.T.S. L ° . SCALE: SCALE: SCALE: SCALE: C `rUM CP rn a nature 7-3 -08 Beene f Date Date � ADDED ACCESS CURBL I 08/14/07 MAINTENANCEG S. SHEETSAFFECTED L-1, ® , L-3, L-8, L-9, L-10, L-1 L-1 DESCRIPTION OF REVISION DATE CITYAPPROVED CITY OF RANCHO CUCAMONGA HAVEN AVENUE & 19th STREET PARKWAY IMPROVEMENT West side of Haven from ase Line to 21.0 Freeway North side of 19th Street from aven Ave. to Cartilla Ave, Landscape a t strict No. DESIGNCONSTRUCTION DETAILS APPROVED BY CITY ENGINEER RCE No. 2 593 —OE—SIGN RECO MENDED ARCHITERRA LANDSCAPE ARCHITECTURE SITE PLANNING CALE: ALE: SCALE: 1114W SCALE- � 10221-A TAEI�AI� TI�EET �S �' _ RANCHO CUCAMONGA, CA 91700 JLP (909)484-2800 FA a (909)484-2802 L-8 OF 22 EC_KE D RLA NO. '2832 A a JLP/JRC DATE JOB NO. 649- I�I1 M b Z CIN:VIN =Lflag.H LL) A 08 -t,8t7(606) :Xd 0082-t78t7(606) / ! 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ZIPPER /4Al 314 3/4 ::::: ::•::•> ` fj :F *r'' �`�f�t % `�✓ r Uj 1ofz k LeL � L000MONAk I I -'riAVEN AVENUE 171 172173 174 175 4"MAINLINE SLEEVE ` 4"WIRE SLEEVE 4 211 ,M1 4 :4 t ggm 4mi�o ILIMIT •}:{•}::';:;:;{i:;:$;:;:;i$>: $: 1201 .:{:�i:; i;� ii<:;iii::::i:•i}:i::i:O:vi:::,'.... 1 .\•,,,.�^•,��+*•'r w. y£1 C�.uvkti y....... '.ii i�.��4��4�E*r.E\`2:::i:t:.ti\>i:�ti:i:: :•}}}:-?:::;vii:•Siii:•iii:•i:•::•::•?:•::•::•::::^i:i•:• v:::^w.-:`^:.-:tt•iii:v:vi}iii}:-}}:.i:4' t ti m.*a.. l\` l".+'- R•4\44`•.^.�\:+�k`r'� ;.4ti h`.� \\\E�.4E\\`.`, . 3 1 314 II / ;::. �. 3 4 11 II II Uj ::.:::;;.::::.:. :»;;;::;;:.;>::i:.i:-i:.i;:.::•>i:.::-i:->:-;:-;:-::.;;:::<::::::. - ...... /4 ii /4 3 3 /4 1 11 3 4 /4 t 3 /4 II 3 3(4 1 :::::.:.:-:->:-;:: :.>:• 1114 3/4 /4 1 11/4 (4 � 3 314 1 3 (4 II '^ 311�0 4 3 /4 3 /4 1 II 3/4" 4 0 ILe 11/4" (4 11Uj 11 (4 All3 (4 3 4 3 /4 3 11/4::. II •. X 1 1 3 4 34 3 /4 .I /4 1:. •1 3 I 314 11/4 .• :::>•, :;i 1i ;;. ., '�'•. 3/4" :: ::. ::. ... .. .... .... :.:: >_ >; I 1 " 1 4 ; . 3 /4 11 Ir: II �. 11 3 /4 : ;:::::::>:=>:=:=::>::: 2 3 14 iii}}}ii?}(:}}}J ? T }?ii}[:}I�?[:[:i[};{'i?i'}[�fiJ{:f:f:[{5:.......... .. `. :$JY??[ •: -,'-'. '. II �• � '. 3/4 2 3/4 ::?::?::iiii}??isL:::?:::::i7}[{:i::>::$::i::::ii}i'i�?i:{{:i::i}}::i:{:;:;:{:};:;:}::}>: r [ ''�i}}� II `. •. .. .. 3/4 3(4 II 11 3/4 1 1 /4 2MR 3i 211 I LIMIT OF WORK TYPICAL SLEEVING I CONTRACTOR TO SLEEVE ALL MAIN LINE AND CONTROL I HERE EVER THEY CROSS UNDER COBBLE HARDSCAPE. GEE DETAIL G, SHEET L-15. 180 -'r 1A`V1 E NA V rtz""N U E 181 182 .:183 184 185 I IRRIGATION NOTES : X F. 11.1I R I G AT 10 N L rtmz=G E N D EGUIPMENT 1, 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 Y . MANUFACTURER MODEL NUMBER DESCRIPTION RADIUSG.P.M. P.S.I. AND SERVICE LINE, CONTACT THE CUCAMONGA VALLEY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. E]HEI EXISTING DOMESTIC WATER METERS PER CUCAMONGA 2. TYPICAL POINTS OF CONNECTION CONSIST OF A EXISTING WATER METER,FOLLOWED BY A NEW PRESSURE REGULATOR(IF 6 RAINBIRD 1812-SAM-PRS-5Q POP-UP-SPRAY A 5' 0.10 30 VALLEY WATER DISTRICT,SIZE PER PLAN. REFER TO L-1 2 FOR VALV1 E SIZINGLEGEND, REQUIRED),FOLLOWED BY EXISTING BACKFLOW PREVENTION DEVICE,FOLLOWED BY A EXISTTING FLOW METER,FOLLOWED CONTROLLER BY A EXISTING MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND d) RAINBIRD1812-SAM-PRS-5HPOP-UP-SPRAY AD 5' 0,20 30 WATTS FBV-3 LINE-SIZE BALL VALVE SPECIFICATIONS,MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE WILKENS 500 SERIES LINE SIZE PRESSURE REGULATOR AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. - RAINBIRD 1812-SAM- -6VA -UP-SPRAY AD 6' 0.50 30 3, EXISTING BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS FEBCO 825-Y EXISTING REDUCE PRESSURE BACKFLOW DEVICE WHENEVER POSSIBLE. RAINBIRD 1812-SAM-PRS-8Q POP-UP-SPRAY HEAD 8' 0.25 30 4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION 1 CALSENSE FM-1.25B EXISTING FLOW METER ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER RAINBIRD1812-SAM-PRS-8H POP-UP-SPRAY HEA 0.50 30 SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES. SUPERIOR 3100 SERIES EXISTING NORMALLY OPEN MASTER VALVE 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT RAINBIRD 1812-SAM-PRS-8F - -S AYH 8° 1.00 3Q OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. F. 11.2RAIN I 1812-SAM- -BVAP-U -SY A 8' 1.20 0 A UPGRADE TO 40 STATIONS CALSENSE ET2000e-40-L / R1TP1-TP110 EXISTING 12-STATION ELECTRIC CONTROLLER w/ENCLOSURE, 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES,AND XE . II. S CALSENSE T2000e-24-L / 1TTEXISTING 12-STATION ELECTRIC CONTROLLER w/ENCLOSURE,, SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,FOR ANY DAMAGE OF SAID P1- P110 UPGRADE 2-2- 24 STATIONS UNDERGROUND FACILITIES. RAINBIRD 1812-SAM-PRS-10QPOP-UP-SPRAY 10' 0.40 0 T CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL C CALSENSE T2000e-40-LR/RR1TP1-TP1 10 EXISTING 40-STATION ELECTRIC CONTROLLER w/ENCLOSURE, OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE RAINBIRD 1812-SAM-PRS-10H -U -SPRAY AD 10° 0.$Q 3Q COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION, RAINBIRD FB-CP-PRS- ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY PATTERN OF RAINBIRD1812-SAM- -10 P-U -SP Y A 10 1.60 30 SEE PRS-D NOTE BELOW THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE 150' O.C.MAX. SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE RAINBIRD 1812- AM- -10VA -U - PAY 10' 1.45 30 a. Mtvi OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 1811 'V` RAINBIRD 1812-SAM-PRS-12Q POP-UP-SPRAY D 12' 0.65 30 9, INSTALL FOUR(4)SPARE ORANGE WIRES ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12" - .- VALVE(RCV)OR QUICK COUPLER VALVE ON EACH BRANCH, PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL V RAINBIRD 1812-SAM-PRS-1 2H POP-UP-SPRAY HEAD 12' 1,30 30naT e TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. ®'_®�- APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPET E INSET R 6Q ate a D��____._ 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 2 INCHES OF WATER PER WEEK(GROUND COVER/SHRUBS)APPLIED FOR X RAINBIRD1812-SAM-PRS-1 2FPOP-UP-SPRAY HEAD 12' 2.60 30 UNLESS OTHERWISE NOTED - � 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 Date OPERATE AT A TIME, V RAINBIRD 1 12- A - S-12VAN POP-UP-SPRAY HEA12' 1.30 30 11• THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE SCALE- 1" 20' MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED, THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE RAINBIRD 1812-SAM-PRS-1 5Q POP-UP-SPRAYH D 15' 0.90 30 . WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION, ANY CHANGES SHALL BE BROUGHT TO THE H IRRIGATION U ATTENTION OF THE CITY, CONTRACTOR T ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS NECESSARY T ALLOW COBBLE I I 08/14/07 RAINBIRD1812-SAM-PRS-1 5POP-UP-SPRAY 15' 1. 30 SUFFICIENT AMOUNT OF PRESSURE TO OPERATEEACH VALVE. AND �jr P 12. AUTOMATIC CONTROLLER TO BE A CALSENSE T000 -PER LEGEND INSTALLED WITHIN A STRONG SOX -1655 WITH CAL-SENSE OPTION(TYP)AND A SEPARATE METERED ENCLOSURE MPS-A16-10K.ANTENNA PORT INSTALLATION TO BEFF L-1, L-2, L-3, L-8, L-9, L-1 , L-1 L-17 PROVIDED BY THE CITY,THE CONTRACTOR SHALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE.SYSTEM IN I 1812-SAM-PRS-15 POP-UP-SPRAY 15 3.70 30 SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE.ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY 13. A REPRESENTATIVE OF THE CITY. (9) RAINBIRD 1812-SAM- -1V POP-UP-SPRAY HEAD 15' 1.85 30 SH` EET KEY MAP .. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THENOT TO SCALEI CITY POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, 01 RAINBIRD1812- - -1 T POP-UP-SPRAY AD 4X15' 0.60 30 DESCRIPTION OF REVISION DATE PR OVED COORDINATED AND PAID FOR BY THE DEVELOPER. I 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE 01 RAINBIRD1812- AM- -15SST POP-UP-SPRAY HEAD 4X30' 1.20 30 DESIGNATED ON THE PLANS. I CUCAMONak 15. I ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SQ THAT THE TOP OF THE SPRINKLER HEAD IS 1/4" ABOVE FINISHED GRADE. I HAVEN PARKWAY IMPROVEMENT1 1 1 West side of Haven from Base Line t0 210 Freeway North side Of 19th Street from Haven Ave. t0 Cartilla Ave. W SC Maintenance S1C f�W� - IRRIGATIONPLAN l ...... 710 underground Service Alertr HAVEN AVENUE HAVEN AVENUE VALVE S I Z`I NG KENT-1 PLAN CROSS REFERENCES APPROVED BY: DATE: No.Call: TOLL FREE CITY ENGINEER RCE VALVE FOR SEE I = ESI RECO NDED NOTES AND FOR b s s IDESIGN IRRIGATION DETAILS, T L- LANDSCAPE ARCH ITECTURE 3/4 1 -800rr ZONE SQUARE SITE PLANNING Itll I CONSTRUCTION -A TRADEMARK STREET DRAWN 10221 SHEETm � , RANCHO CUCA GA, CA 91730I , - ® 422-4133 FOR SPECIFICATIONS, I HAVEN AVENUE HAVEN AVENUE AL /J (909)484-2800 FAX: (909)484-2802 L-1 OOF 22 TWO WORKING DAYS BEFORE k�L.A No. 2831I� Y IVJLP/JRC LATE 03/05/07JOEL N0, 49- PROJECTT c 01 10 LIMIT OF WORK F_00 V P.M W:� wwaxwwm-m ','a I" gee=�' = " 2 -xi-A il*4 3/4Y 314" lit. 314" WNIX "t gm answo-== jl�u um ke�� W As AIR 319 3/4" 314" 31 3/4P W ir *# X_4_�_44�_�x 21 ow WA U. Ww. �O ft 'm 314! 3/4!' 34 4"MAINLINE 0 W M 3141&j'4 no an am IQ 04' 34' 11 1 , ! -i �- on 11�I - as SLEEVE el ff 0) ==&== so C/) P" r W4? -1 1/4u as = Z' W N 3/4!' 40 314P 11 - _34 4"WIRESLE-EVE "U W 3N� A W :5 (30 t G, z cW1 0 34 il 0 - 0 2 C/) _14- _l_lIJ W LIMIT OF WORK MAINLINE NOTE.- W MAINLINE SHOWN ON THESE PLANS IS DIAGRAMMATIC, CONTRACTOR IS TO PLACE MAINLINE IN W PLANTER AREAS. co l'-i"A'VEN AVENUE- - - ------- 187 188 189 190 191 LIMIT OF WORK umaqw--em lum ------- 3f4r W W "� 11 -.-z _AL X INCIi 314" 3/4" W i�! zl:t �A 37A W3,14" 7,_ 314" All z A.-x W i/4!' QMR W 31 3/4' 314" VN 0 314 pw' WW" 1V C3 (z > W D OM' 0 j W Mliggginglig F- w W W W < W TYPICAL SLEEVING NOTE- C/) CONTRACTOR TO SLEEVE ALL M- AIN LINE AND CONTROL WIRES WHERE EVER THEY CROSS UNDER COBBLE OR HARDSCAPE. SEE DETAIL G,SHEET L-15. H AV E N A'&V'v E INE ou"'E 191 192 193 194 195 196 197 I,XER.,REF. 11.1 IRRIGATION NOTES. -IRRIGATION LEGEND EQUHIPMENT 1. WATER METER(SIZE PER PLAN),AS PROVIDED BY CVWD,IS REQUIRED AT ALL POINTS OF CONNECTION, THECONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OFA NEW WATER METER,INCLUDING HOT TAP SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. AND SERVICE LINE, CONTACT THE CUCAMONGA VALLEY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. EXISTING DOMESTIC WATER METERS PER CUCAMONGA 2. TYPICAL POINTS OF CONNECTION CONSIST OF A EXISTING WATER METER,FOLLOWED BY A NEW PRESSURE REGULATOR(IF 6 RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5 0.10 30 VALLEY WATER DISTRICT,SIZE PER PLAN. REFER TO L-12 FOR VALVE SIZING LEGEND, REQUIRED),FOLLOWED BY EXISTING BACKFLOW PREVENTION DEVICE,FOLLOWED BY A EXISTTING FLOW METER,FOLLOWED 04 WATTS FBV-3 LINE-SIZE 13ALL VALVE CONTROLLER&P.O�C.'M21 BY A EXISTING MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND 6 RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 51 0.20 30 SPECIFICATIONS,MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THEEQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. WILKENS 500 SERIES LINE SIZE PRESSURE REGULATOR -6 RAINBIRD 1812-SA,M-PRS-6VAN POP-UP-SPRAY HEAD 61 0.60 30 3. EXISTING BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED PARALLEL 1*0 THE STREET AND SCREENED WITH SHRUBS FE13CO 825-Y EXISTING REDUCE PRESSURE BACKFLOW DEVICE WHENEVER POSSIBLE. 81 RAINBIRD 1812-SAM-PRS-8Q POP-UP-SPRAY HEAD 0.25 30 4, THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION CALSENSE FM.1.2513 EXISTING FLOW METER 81 ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER RAINBIRD 1812-SAM-PRS-BH POP-UP-SPRAY HEAD 0.50 30 SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES. SUPERIOR 3-100 SERIES EXISTING NORMALLY OPEN MASTER VALVE 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT x RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 81 1.00 30 OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. XER. REF 11.2 CALSENSE ET20009-40-LR/RR1TP1-TP110 EXISTING 12-STATION ELECTRIC CONTROLLER w/ENCLOSURE, 81 L U jr RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 1.20 30 UPGRADE TO 40 STATIONS 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES,AND - XER. REF. 11.5 CALSENSE ET20009-24-LR/RR1TP1-TP1 10 EXISTING 12-STATION ELECTRIC CONTROLLER w/ENCLOSUREII, SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,FOR ANY DAMAGE OF SAID to UNDERGROUND FACILITIES, V RAINBIRD 1812-SAM-PRS-IOQ POP-UP-SPRAY HEAD 101 0.40 30 UPGRADETO 24 STATIONS CALSENSE ET2000e-40-LR1RR.1TP1-TP1 10 EXISTING 40-STATION ELECTRIC CONTROLLER w/ENCLMURE, 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL 10 OVERSPRAY ONTO WALKS,STREET$,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE V RAINBIRD 1812-SAM-PRS-IOH POP-UP-SPRAY HEAD 10, 0.80 30 COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL(CONSTRUCTION. RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN RAINBIRD 0 Zi!;! 8, WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY PATTERN OF 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10, 1.60 30 SEE PRS-D NOTE BELOW THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE 101 4) RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE,150' O.C.MAX. SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE RAINBIRD 1812-SAM-PRS-IOVANPOP-UP-SPRAY HEAD 1.45 30 "'1 ut'n tv/. OBSTRUCTION$OAS TO PROVIDE.PROPER COVERAGE, ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY, APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18" -V RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 12' 0.65 30 41 9� INSTALL FOUR(4)SPARE ORANGE WIRES ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL APPROVED SCH,40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 1Z VALVE�RCV)OR QUICK COUPLER VALVE ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL V RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS OTHERWISE NOTED 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 2 INCHES OF WATER PER WEEK(GROUND COVERISHRUBS)APPLIED FOR X RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 tp 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 RM.TO 5-00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL Date OPERATE AT A Tf ME. V RAINBIRD 1812-SAM-PRS-12VAN POP-UP-SPRAY HEAD 121 1.30 so 0 F C Nx 11� THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE SCALE: 1" 20' MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE RAINBIRD 1812-SAM-PRS-15Q POP-UP-SPRAY HEAD 15' 0.90 30 1 ft 1 1 ''1 WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE PRESSURE REGULATOR MODULE(PRS-D) NOTE- ATTENTION OF THE CITY. CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS NECESSARY TO ALLOW 12. AUTOMATIC CONTROLLER TO BE A CALSENSE-ET20OOe-PER LEGEND INSTALLED WITHIN A STRONG BOX SB-1655 WITH RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.85 30 SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE. CAL-SENSE OPTION(TYP)AND A SEPARATE METERED ENCLOSURE MPS-A16-10K.ANTENNA PORT INSTALLATION TO BE 0 RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3.70 30 PROVIDED BY THE CITY,THE CONTRACTOR$HALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE,SYSTEM $HALL BE OPERATIONAL PRIOR TO THE CITYS ACCEPTANCE,ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY, 66 RAINBIRD 1812-SAM-PRS-15VAN POP-UP-SPRAY HEAD 15' 1.85 30 SHNEET K"EmY M A OP 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, 01 RAINBIRD 1812-SAM-PRS-15EST POP-UP-SPRAY HEAD 4X16 0.60 30 NOT TO SCALE DESCRIPTION OF""SION DATE CITY COORDINATED AND PAID FOR BY THE DEVELOPER, APPROVED 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE M RAINBIRD 1812-SAM-PRS-15SST POP-UP-SPRAY HEAD 4X30' 1.20 30 DESIGNATED ON THE PLANS. 15. CITY OF RANCHO CUCAMONGA ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED 80 THAT THE TOP OF THE SPRINKLER HEAD IS 114 ABOVE FINISHED GRADE- 'w'7E & 1"91 It h S T R E E T HAVEN A VENu P ' RKWAY IMPROV"M'N A I West side of Haven from Base Line to 210 Freeway North side of 19th Street from Haven Ave. to Cartilla Ave. Landscape Maintenance District No. I underground Service Alert IR"GATIONPLAN HAVE0 AIXIqUIF HAMN AIPA)a A L V E S I Z I'NL'O'j% K" E Y PLAN CROSS% REFERENCES APPROVED BY. DATE, Call- TOLL FREE CITY ENGINEE R RCE No. 24593 ......11........... FOR NOTES AND LEGENDS, SEE THIS SHEET DFiSI(INN RECO DED VALVE# C-1 10 GPM FOR IRRIGATION DETAILS, SEE SHEET L-15 ARCHITERRA DESIGN GROUP if ZONESQUARE FAC LANDSCAPE ARCHITECTURE VALVE SIZE FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-4 1,101=91MIMI- I lo"800 3/4 490 sq.ft.,*-- SITE PLANNING FOOTAGE N 10221-A TRADEMARK STREET FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-18 RANCHO CUCAMONGA,CA 91730 422s--4133 FOR SPECIFICATIONS, CITY OF RANCHO CUCAMONGA SPECS, �MIEN AWNWE RAVrj4A%JFNUE FAC/JLP (909)484-2800 FAX: (909)484-2802 OF 22 A Nh,�. - I b=11TIM111 � 2834 RU'k NO. TWO WORKING DAYS BEFORE YOU DIG JLP/JRC DATE 03/05/07 J013 NO, 0649-5 Lij Q_7- >iL PROJECT SHEET OF VALVE CALLOUTS MATCHLINEW CONTROLLER — 'B' SEE SHEET L-14 32 314V 31 tBI B7 29 813 32 12 A 1112 1112 .C'2'ENLARGEMENT& 3/4n CONTROLLER NOTES BELOW B2 25 30 ! I B8 B14 31 D 1112 loll 1112 POINT OF CONNECTION '2' NOTE- x CONTRACTOR SHALL MAKE POINT OF CONNECTION FROM w 0 EXISTING 1-1/2"WATER METER, EXISTING 2"BACKFLOW, 314\' 11%1 B3 27 B9 24 B15 25 EXISTING 1-1/4" FLOW METER , EXISTING 1-1/2" MASTER VALVE, w 4* 31 ALSO,CONTRACTOR SHALL INSTALL NEW LINE SIZE VALVES 4%,11 U— t ff FROM EXISTING CAPPED LINE,AND EXTEND MAINLINE AND cc 2" 11 1114 1114" 1114 0 VALVES AS SHOWN. 0 11/2 cs W .0 26 30 U) 2 B16 31 EXISTING STATIC PRESSURE* 94 P.SA. SYSTEM DESIGN PRESSURE: 48 P.S.I. 111211 1114 1112 MAXIMUM G.P.M. DEMAND: 30 G.P.M. < B5 20 /'811*\ 30 B17 31 LIMI`�OF WORK 0) 3f4a 1112 ? x t N" 1114" 11120 MRS76 iii 314� 310 M2 426,4 11 B6 20 B12 31 C3 B .314 1114" 1112" oft� N 4ki lfv in LIMIT OF WORK LIMIT OF WORK ivz =wx4mar" un ua% 'a ----------- mu m an Wmmmmmm V9 m ksatnavl� m AnxN1wm== -rAk----------- ..... w w 0 "wool, --------- w of-,m imp AIP two u 3f4!1 314!' 441m m is m Jim m m m �m m m ;I; m m ---- ---- ----------- ------�,,- -qj- ----------- EXISTING CONTROLLER IBI NOTE- w 0 m om fw�m am on M ow M RA M M we m M w smw sm am X0 2 0 �11 CONTRACTOR SHALL UPGRADE EXISTING 12 STATION U.. w* ..j di 31 fm No w ft m on n a n um 0 mf� 40 CONTROLLER TO 24 STATION AND CONNECT 17 CONTROL j w B17 I'M 21 WIRES AND41R COMMON TO VALVES.STUB 7 EXTRA CONTROL ES AND I COMMON IN A VALVE BOX FOR 4"MAINLINE W z w 0 FUTURE. SLEEVE Z ui W _j 211 IRE LEEVE cj) LIMIT OF WORK LIMIT 0 WORK, LIMIT OF WORK cf) w w W < w TYPICAL SLEEVING NOTE- CONTRACTOR SHALL SAWCUT CONCRETE I :: 2 (j) CONTRACTOR TO SLEEVE ALL 'MAIN LINE AND CONTROL WIRES WHERE EVER THEY CROSS UNDER > COBBLE OR HARDSCAPE. SEE DETAIL G,SHEET LAS AND REPLACE AS REQUIRED. 12 AIL "EN AVEN' E—, - 197 -+-------HAv u —r1AVENAVrENUE-- 199 200 203 REFER TO L-1 4 FOR VALVE SIZING LEGEND, LXER.LE CONTROLLER'C'& P.O.C. MT IRRIGATION NOTES.- IRwm" IGA""1m1oN LEGEND EQUOPMENT 1. 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 DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. SYM.MA�LUFAQTURER MQQEL NUMBER —DESCRIPTION RADIUS G.P.M. P.S.I. EXISTING DOMESTIC WATER METERS PER CUCAMONGA 2. TYPICAL POINTS OF CONNECTION CONSIST OF A EXISTING WATER METER,FOLLOWED BY A NEW PRESSURE REGULATOR(IF o RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 6 0.10 30 rEOPE11 VALLEY WATER DISTRicT,SIZE PER PLAN. REQUIRED),FOLLOWED BY EXISTING BACKFLOW PREVENTION DEVICE,FOLLOWED BY A EXISTTING FLOW METER,FOLLOWED BY A EXISTING MASTER VALVE, ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 51 0.20 30 WATTS FBV-3 LIN E-S IZE BALL VALVE POINT OF CONNECTIONY ENLARGEMENT SPECIFICATIONS,MANUFACTURERSRECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. WILKENS 500 SERIES LINE SIZE PRESSURE REGULATOR RAINBIRD 1812-SAM-PRS-6VAN POP-UP-SPRAY HEAD 61 0.60 30 1% H H 3. EXISTING BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS FEBCO 825-Y EXISTING REDUCE PRESSURE BACKFLOW DEVICE zm =Mir"m wz WHENEVER POSSIBLE. G G RAINBIRD 1812-SAM-PRS-8Q POP-UP-SPRAY HEAD 0,25 30 4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC,SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION 8f CALSENSE FM-1-25B EXISTING FLOW METER F 6 %I A. EXISTING 2" WATER SERVICE LATERAL ONLY AND SHALL BE INSTALLED IN PLANTiNG AREAS WHENEVER POSSIBLE, AVOID ANY CONFLICTS BETWEEN THE SPRINKLER RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 0.50 30 E SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES. 1 B� EXISTING 11/2" WATER METER SUPERIOR 3100 SERIES EXISTING NORMALLY OPEN MASTER VALVE D C� EXISTING 2" BACKFLOW PREVENTER WITH BASKET STRAINER S. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMM ENCEM ENT X RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 81 1.00 30 D, NEW LINE SIZE PRESSURE REGULATOR OF ANY WORK, ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. CALSENSE ET2000o-40-LR/RR1 TPI-TP1 10 EXISTING 12-STATION ELECTRIC CONTROLLER w/ENCLOSURE c r 8� E. EXISTING 11/4 FLOW SENSOR RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 1.20 30 UPGRADE TO 40 STATIONS 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES,AND M F. EXISTING 11/2" MASTER VALVE CALSENSE ET2000e-24-LR/RR1TP1-TP110 EXISTING 12-STATION ELECTRIC CONTROLLER w/ENCLOSURE,, SHALLTAKESOLE RESPONSIBILITY FOB THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,FOR ANY DAMAGE OF SAID to 101 UNDERGROUND FACILITIES. V, RAINBIRD 1812-SAM-PRS-IOQ POP-UP-SPRAY HEAD 0,40 30 UPGRADE TO 24 STATIONS G. NEW 21' MAINLINE A it CALSENSE ET2000e-40-LR/RR1TP1-TP110 EXISTING 40-STATION ELECTRIC CONTROLLER w/ENCLOSURE, 44 H. NEW LINE SIZE GATE VALVES IN VALVE BOX 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL 104 V RAINBIRD 1812-SAM-PRS-IOH POP-UP-SPRAY HEAD 0.80 30 1, EXISTING 12 STATION-CONTROLLER TO UPGRADE TO 24 STATION OVERSPRAY ONTO WALK$,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE go ** Mgt COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION, RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN X RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10, 1.60 30 e C SEE PRS-D NOTE BELOW 8, WHEN VERTICAL OBSTRUCTIONS(FIREHYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY PATTERN OF 1� A P THE SPRINKLER HEADS 30 AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE,150t 0,0.MAX 101 11�c SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE RAINBIRD 1812-SAM-PRS-1 OVANPOP-UP-S PRAY HEAD 1.45 30 um OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18H CITY. ,V RAINBIRD 1812-SAM-PRS-12Q POP-UP-SPRAY HEAD 121 0,65 30 9. INSTALL FOUR(4)SPARE ORANGE WIRES ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL APPROVED SCH,40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12" VALVE(RCV)OR QUICK COUPLER VALVE ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE, INSTALL V RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 gn -7ro TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING, APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED, % IRRIGATION SYSTEM IS BASED UPONA MAXIMUM OF 2 INCHES OF WATER PER WEEK(GROUND COVEITSHRUBS)APPLIED FOR X RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 UNLESS OTHERWISE NOTED N 8 HOURS A NIGHT/S DAYS A WEEK BETWEEN THE HOURS OF 9:OD P.M.TO 5-00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. V RAINBIRD 1812-SAM-PRS-12VAN POP-UP-SPRAY HEAD 12' 1.30 30 1� 0 F C IN 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT 9..CH POINT OF CONNECTION. THE SCALE., 1" 20' MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE RAINBIRD 1812-SAM-PRS-15Q POP-UP-SPRAY HEAD 15' 0.90 30 WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE PRESSURE REGULATOR MODULE (PRS-D) NOTE: ATTENTION OF THE CITY. CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS NECESSARY TO ALLOW 151 RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD t85 30 SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE. 12, AUTOMATIC CONTROLLER TO BE A CALSENSE ET20OOe-PER LEGEND INSTALLED WITHIN A STRONG BOX S13-1855 WITH CAL-SENSE OPTION(TYP)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 RAINBIRD 181.2-SAM-PRS-15F POPUP-SPRAY HEAD 15f 3.70 30 SHALL BE OPERATIONAL PRIOR TO THE CITWS ACCEPTANCE.ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY, �b RAINBIRD, 1812-SAM-PRS-15VAN POP-LIP-SPRAY HEAD 15' 1.85 30 ' `EETI`\-'rEY MAP` 13. SH THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE NOT TO SCALE CITY POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, 13 RAINBIRD 1812-SAM-PRS-15EST POP-UP-S PRAY HEAD 4X15' 0.60 30 DESCRIPTION OF"VISION DA�Mi COORDINATED AND PAID FOR BY THE DEVELOPER, APPROVED 14, ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE M RAINBIRD 1812-SAM-PRS-15SST POP-UP-SPRAY HEAD 4X30' 1.20 30 DESIGNATER ON THE PLANS, 15, 1 CIT'Y OF RANCHO CUCAMONGA ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS I W "'TREET ABOVE FINISHED GRADE, HAVEN AVENUE & 19th S PARKWAY IMPROVEMENT West side of Haven from Base Line to 210 Freeway North side of 19th Street from Haven Ave. to Cartilla Ave. Landscape Maintenance District No. I R IRMGATIONPLAN dl- .j -T unuerground Service Alert VALVE SIZING KEY PLAN CROSS REFErRENG'ES APPROVED BY*- DATE.- Call: TOLL FREE CITYENGINEER RCE No. 24593 FOR NOTES AND LEGENDS, SEE THIS SHEET RECOMMENDED VALVE# C-1 10 GPM FOR IRRIGATION DETAILS, SEE SHEET L-15 ARCHITERRA DESIGN GROUP FAC LANDSCAPE ARCHITECTURE ZONE SQUARE _441-D VALVE SIZE FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-5 �7 1,,w8OO 3/4" 490 sq.ft. SITE PLANNING FOOTAGE DRA' 10221-A TRADEMARK STREET SH FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-19 RANCHO CUCAMONGA,CA 91730 HAVEN AVENIUC HAVENAMUS FOR SPECIFICATIONS, CITY OF RANCHO CUCAMONGA SPECS. (909)484-2800 FAX, (909)484--2802 422mm-4133 FAC/JLP L-120F 2834 711ECE-ED nA NO DT7W M77 NT 07 TWO WORKING DAYS BEFORE YOU DIG wo/ :. J.LP/JRC DA'FE 03/05/07 JOB NO, 0649-5 @_L9_ QL2 ------------- E SE O:E 2 E N:L P:ko6c 0 c NT L N _�4 @_�5 (D4 I To/ Iggpda, I -T PROJECTSHEE _-Lop—_ OF ;;kA LIMIT OF WORK wu wl mv_vm%m� 7g LIMIT OF WORK In !I: �a�p -w ma MA r= Pu WM Ma rM orwaAw"=9 um Toz mx =WIM, -- ----- 3 8M W74 M 0;9W4=W== w _w ==Pon=V M 4%0 314 39 3/4 U. fl-S 1� ` ------ __13 ku -- : 2........ Al- j U. WA w ----------- -- % Nei NM 1114" w 1/2 M M No M to M 0= M a= wl�w w W 0 4"MAINLINE ------ =01% ---------- - z w SLEEVE .j w w p :> 11MIT-OF-WORK- Z 4"MAINLINE SLEEVE LIJ w < w CONTRACTOR SHALL SAWCUT CONCRETE TYPICAL SLEEVING NOTE- AND REPLACE AS REQUIRED. CONTRACTOR TO SLEEVE ALL ' 2"WIRESLEEVE MAIN LINE AND CONTROL WIRES WHERE EVER THEY CROSS UNDER w COBBLE OR HARDSCAPE. SEE DETAIL G,SHEET L-16. < uj CONTRACTOR SHALL SAWCUT CONCRETE 2i U) I& AND REPLACE AS REQUIRED. HAVEN AVENUE- 203 204 205 206 207 208 209 4N, I I AX C3 LIMIT OF WORK 0 0 CL 0 LL w 0 0 0 W - cc 10 Lu W LL z > IN LL 0 LL < c\j 0 W < w 2i cj) 209 -HAVREN AVENU`E- 210 XER. REF. 11.1 APT% IRRIGATION NOTES: IRRIGA I ION LEGEND E-uulrl_-"0%MENT 1. 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 HOTTAP AND SERVICE LINE. CONTACT THE CUCAMONGA VALLEY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. SYM. MANUFACTURER MODEL NUMBER _2ESCRIPTION BAP.IUS G.P.M. P.Sl EXISTING DOMESTIC WATER METERS PER CUCAMONGA BEE] 2. TYPICAL POINTS OF CONNECTION CONSIST OF A EXISTING WATER METER,FOLLOWED BY A NEW PRESSURE REGULATOR(IF 6 RAINBIRD 1812-SAM-PRS-5Q POP-UP-SPRAY HEAD 5t 0.10 30 VALLEY WATER DISTRICT,SIZE PER PLAN, REFER TO L-14 FOR VALVE SIZING LEGEND, REQUIRED),FOLLOWED BY EXISTING BACKFLOW PREVENTION DEVICE,FOLLOWED BY A EXISTTING FLOW METER,FOLLOWED CONTROLLER'C &P.O.C.W' BY A EXISTING MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND (b RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5v 0.20 30 WATTS FBV-3 LINE-SIZE BALL VALVE SPECIFICATIONS,MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. WILKENS 500 SERI ES LINE SIZE PRESSURE REGULATOR -6 RAINBIRD 1812-SAM-PRS-6VAN POP-UP-SPRAY HEAD 6f 0.60 30 3. EXISTING BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. RAINBIRD 1812-SAM-PRS-8Q POP-UP-SPRAY HEAD 81 0.25 30 FEBCO 825-Y EXISTING REDUCE PRESSURE BACKFLOW DEVICE 4� THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC,SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION 84 CALSENSE FM-1,25B EXISTING FLOW METER ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER v RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 0.50 30 SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES.� 19 SUPERIOR 3100SERIES EXISTING NORMALLY OPEN MASTER VALVE 81 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMM ENCEM ENT X RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 1.00 30 OF ANY WORK, ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. XER. REF. 112 CALSEN$E -ET2000e-40-LR/RR*ITPl-TPll0 EXISTING 12-STATION ELECTRIC CONTROLLER w/ENCLOSURE, ,r RAINBIRD 81 1812-SAM-PRS-8VAN POP-LIP-SPRAY HEAD 1.20 30 UPGRADE TO 40 STATIONS 6, THE CONTRACTOR SHALL FAMILIARIZE HIMSELPHERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT,AT NO COST TO THE CITY,FOR ANY DAMAGE OF SAID L RE F. 11.J5 CALSENSE ET2000e-24-LRlRRlTPl-TPll0 EXISTING 12-STATION ELECTRIC CONTROLLER wl ENCLOSURE,, UNDERGROUND FACILITIES, ,V RAINBIRD 1812-SAM-PRS-IOQ POP-UP-SPRAY HEAD 10, 0.40 30 UPGRADE TO 24 STATIONS 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL CALSENSE ET2000e-40-LR/RRlTPl-TP110 EXISTING 40-STATiON ELECTRIC CONTROLLER vil ENCLOSURE, V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10, G-80 30 OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITR THE SPRAY PATTERN OF 10 1.60 30 SEE PRS-D NOTE BELOW THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE -DSCAPt RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE,150' O.C.MAX. SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE RAINBIRD 1812-SAM-PRS-10VANPOP-UP-SPRAY HEAD 10, 1.45 30 UM OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY, APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN,COVER 18 IV' RAINBIRD 1812-SAM-PRS-12Q POP-UP-SPRAY HEAD 12' 0.65 30 VALVE(RCV�OR QUICK COUPLER VALVE ON EACH BRANCH, PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE, INSTALL ARTHEST REMOTE CONTROL APPROVED SCH�40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12 INSTALL FOUR(4)SPARE ORANGE WIRES ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE F co v RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1,30 30 TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. APPROVED SCH,40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED, 7% -08 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 2 INCHES OF WATER PER WEEK(GROUND COVER/SHRUBS)APPLIED FOR X RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2,60 30 UNLESS OTHERWISE NOTED 8 HOURS A NIGHT15 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, V RAINBIRD 1812-SAM-PRS-12VAN POP-UP-SPRAY HEAD 12' 1.30 30 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE 0 F C N. SCALE, 1 20' MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE RAINBIRD 1812-SAM-PRS-15Q POP-UP-SPRAY HEAD 151 0.90 30 WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE PRESSURE REGULATOR MODULE (PRS-D) NOTE: ATTENTION OF THE CITY. CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS NECESSARY TO ALLOW RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15 1.85 30 SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE. 12, AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000e-PER LEGEND INSTALLED WITHIN A STRONG BOX SB-1 655 WITH CAL-SENSE OPTION(TW)AND A SEPARATE METERED ENCLOSURE MPS-Al 6-10K.ANTENNA PORT INSTALLATION TO BE PROVIDED BY THE CITY.THE CONTRACTOR SHALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE.SYSTEM RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3.70 30 SHALL BE OPERATIONAL PRIOR TO THE CITYS ACCEPTANCE,ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY, a RAINBIRD 1812-SAM-PRS-15VAN POP-UP-SPRAY HEAD 151 1,85 30 13. K`E Y M A P THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE NOT TO SCALE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, al RAINBIRD 1812-SAM-PRS-15EST POP-UP-SPRAY HEAD 4X15' 0.60 30 CITY COORDINATED AND PAID FOR BY THE DEVELOPER, DESCRIPTION OF REVISION DATE 14, APPROVED ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRR[GATED UNLESS OTHERWISE ED RAINBIRD 1812-SAM-PRS-15SST POP-UP-SPRAY HEAD 4X301 1.20 30 DESIGNATED ON THE PLANS. 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1/4" CITY OF RANCHO CUCAMONGA ABOVE FINISHED GRADE. HAVEN AVENUE & l9th STREET PARKWAY IMPROVEMENT West side of Haven from Base Line to 210 Freeway North side of 19th Street from Haven Ave. to Cartilla Ave. M M . Landscape Maintenance District No. I underground Service Alert IlWGATI0NPL4N HAWN KVcNu_0: PLAN CR0,10115"S wH"EFErR'%ENu*0%ES 0 h lVALVIEw SIZING K`EY APPROVED BY. DATE.- 01 &let Call.- TOLL FREE CITY' ENGINEER RCE N' 24593 FOR NOTES AND LEGENDS, SEE THIS SHEET DESIGN EIN VALVE# C-1 10 GPM -15 FOR IRRIGATION DETAILS, SEE SHEET L ARCHITER ZONE SQUARE VALVESIZE FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-6 2 FAC LANDSCAPE ARCHITECTURE 1,,,800 3/4 490 ft.*--- VU FOOTAGE SITE PLANNING -ATRADEMARKSTREET 1EE FOR.CORRESPONDING PLANTING PLAN, SEE SHEET L-20 RA 10221 Sl 1' ......... ............. Tor- RANCHO CUCAMONGA,CA 91730 422,4133 FOR SPECIFICATIONS, CITY OF RANCHO CUCAMONGA SPECS. HAVEN MENIJS IAVEN AVENUC FAC/JLP (909),484--2800 FAX- (909)484-2802 L-130F 22 2834 TWO WORKING DAYS BEFORE YOUDIG ",too$ RlA NO. DT�AWTI\G 3le JLP/JRC DxrE 03/05/07 JOB NO. 0649-5 cA 15-9 -L PROJECT SHEET OF o;k ---------- SEE P.O.C'3'ENLARGEMENT& CONTROLLER NOTES BELOW POINT OF CONNECTION '3' NOTE-. CONTRACTOR TO MAKE POINT OF CONNECTION FROM EXISTING 1-1/2"WATER METER, EXISTING 11/2"BACKFLOW, EXISTING 1-1/4" FLOW METER , EXISTING 1-1/2"MASTER VALVE, ALSO, CONTRACTOR SHALL INSTALL NEW LINE SIZE VALVES FROM EXISTING CAPPED LINE,AND EXTEND MAINLINE AND VALVES AS SHOWN. EXISTING STATIC PRESSURE: 92 P.S.I. cm N'MAINUNE SYSTEM DESIGN PRESSURE: 80 P.S.I. C3 SLEEVE MAXIMUM G.P.M. DEMAND: 35 G.P�M. w 4�'WiRE SLEEVE w :D )OZ w LIMIT OF WORK w 0 a z hisigi 1�0,1MI WiNa !!@%!!12:'1;1 Liu c ----- 2 - --------- 2!-T- ------ wm 0 U VALIVE CALLOUTEN CD L.Ja_ y CONTRO'LLER wo Z _ Uj cc LIMIT OF WORK C1 24 C6 27 m 3: < ft 1114" 00 TYPICAL SLEEVING NOTE- 1114 CONTRACTOR TO SLEEVE ALL MAIN LINE AND CONTROL WIRES WHERE EVER THEY CROSS UNDER COBBLE OR HARDSCAPE, SEE DETAIL G,SHEET L-15. Uj -------------------------------------- C2 18 C7 21 --------------------------------------------------- ------- 1114 11140 _1 9th STREET- 6 8 C3 25 C8 13 EXISTING CONTROLLER'C' NOTE: 1114" CONTRACTOR SHALL CONNECT ALL REMOTE CONTROL VALVES TO EXISTING 40STATION CONTROLLER AND STUB REMAINING WIRES AND ONE COMMON IN A VALVE BOX FOR 16 CO 26 FUTURE. 1 H 4 1114 C5 30 CIO 32 N'MAINLINE w SLEEVE Now" 1112u 1112 4"WIRE SLEEVE z w 0 LIMIT OF WORK LIMIT OF WORK m C' m m VA w 374!' w ON WA M(jk m sm m No 71/2r" mmmo N3� 0 3/4" 3W 3/ .0 3/4' 314 0 om V-1 < w wT%1k 0 W& w fw vo 444-w w__ v Lu LL w !j;12Q3j%!1; I Q 1 11041 1 110:11 LIMIT OF WORK LIMIT OF WORK Imw C) > o < 0 -R-h STREE " 2 - -191 4 XER. REF. II'l U "T IRRIGATION NO ES , IRRIGAP"I"10N LE4m% END EQ" *IPMEL 1. 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 ME-TER,INCLUDING HOT TAP SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. AND SERVICE LINE. CONTACT THE CUCAMONGA VALLEY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES, LTJ Ini EXISTING DOMESTIC WATER METERS PER CUCAMONGA o RAINBIRD 1812-SAM-PRS-5Q POP-UP-SPRAY HEAD 5# 0.10 30 VALLEY WATER DISTRICT,SIZE PER PLAN, POINT OF CONNECTION '& ENLARGEMENT 2, TYPICAL POINTS OF CONNECTION CONSIST OF A EXISTING WATER METER,FOLLOWED BY A NEW PRESSURE REGULATOR(IF 10 0% %0 - me ,, �ft .. REQUIRED),FOLLOWED BY EXISTING BACKFLOW PREVENTION DEVICE,FOLLOWED BY A EXISTTING FLOW METER,FOLLOWED WATTS FBV-3 LINE-SIZE BALL VALVE % BY A EXISTING MASTER VALVE, ALL EOUIPM ENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND 6 RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5! 020 30 H H SPECIFICATIONS,MANUFACTURER&RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE 04 M=GmZ AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. -6 RAINBIRD 1812-SAM-PRS-6VAN POP-UP-SPRAY HEAD 61 0.60 30 WILKENS 500 SERIES LINE SIZE PRESSURE REGULATOR G n 3. EXISTING BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED PARALLEL TO THE STREET ANDSCREENED WITH SHRUBS 81 FEBCO 825-Y EXISTING REDUCE PRESSURE BACKFLOW DEVICE F 0 A. EXISTING 2" WATER SERVICE LATERAL WHENEVER POSSIBLE. RAINBIRD 1812-SAM-PRS-8Q POP-UP-SPRAY HEAD 0.25 30 E (E) B. EXISTING 11/2" WATER ME7ER CALSENSE FM-1.2513 EXISTING FLOW METER D C. EXISTING 11/2" BACKFLOW PREVENTER WITH BASKET STRAINER 4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFfCATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8! 0.50 30 D, NEW LINE SIZE PRESSURE REGULATOR SYSTEM,WALL$,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES. @ SUPERIOR 3100 SERIES EXISTING NORMALLY OPEN MASTER VALVE c :v E. EXISTING 11/4 FLOW SENSOR X RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 1.00 30 B M 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT F� EXISTING 11/2" MASTER VALVE CALSENSE ET2000e-40-LR1RR1TP1-TP110 EXISTING 12-STATION ELECTRIC CONTROLLER w/ENCLOSURE, OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. -------Vap.- ID UPGRADE TO 40 STATIONS G. NEW 21' MAINLINE RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 6 1.20 30 A H. NEW LINE SIZE GATE VALVES IN VALVE BOX 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES,AND XER. REF. 11.5 CALSENSE ET2000o-24-LR/RR1TP1-TP110 EXISTING 12-STATION ELECTRIC CONTROLLER W/ENCLOSURE,, SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,FOR ANY DAMAGE OF SAID t to UPGRADE TO 24 STATIONS 10 1. EXISTING 40 STATION-CONTROLLER UNDERGROUND FACILITIES. RAINBIRD 1812-SAM-PRS-10Q POP-UP-SPRAY HEAD 10 0.40 30 CALSENSE ET2000e-40-LR1RR1TP1-TP1 10 EXISTING 40-STATION ELECTRIC CONTROLLER W ENCLOSURE, 7, CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10, 0.80 30 OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE AP COMPENSATING NOZ_&E SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN �1 0 Yr urn �7 RAINBIRD 1812-SAM-PRS-I OF POP-UP-S PRAY HEAD 10, 1.60 30 SEE PRS-D NOTE BELOW & WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY PATTERN OF 4) RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE,15(Y O.C.MAX, 49 THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE lot SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE RAINBIRD 1812-SAM-PRS-1 OVANPOP-UP-S PRAY HEAD 1.45 30 0) OBSTRUCTION.80 AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18 CC CITY. '15A -V RAINBIRD 1812-SAM-PRS-12Q POP-UP-SPRAY HEAD 12' 0.65 30 1 8 9. INSTALL FOUR(4)SPARE ORANGE WIRES ALONG THE ENTIRE LENGTH OF THE MAINLINE T01-HE FARTHEST REMOTE CONTROL APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12 VALVE(RCV)OR QUICK COUPLER VALVE ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 130 30 v TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. APPROVED SCH,40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS OTHERWISE NOTED 10, IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 2 INCHES OF WATER PER WEEK(GROUND COVER/SHRUBS)APPLIED FOR X RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2,60 30 OF CN 8 HOURS A NIGHTIS DAYS A WEEK BETWEEN THE HOURS OF 9:00 RM.TO 5:00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL SCALE: 1" 20' OPERATE AT A TIME. V RAINBIRD 1812-SAM-PRS-12VAN POP-UP-SPRAY HEAD 12' 1.30 30 11, THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE PRESSURE REGULATOR MODULE (PRS-D) NOTE.- MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION COUrRACTOR SHALL VERIFY THE AVAILABLE RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 151 0.90 30 CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES As NECESSARY TO ALLOW WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE, ATTENTION OF THE CITY. 151 RAINBIRD 1812-SAM-PRS-1*5H POP-UP-SPRAY HEAD 1.85 30 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET20OOe-PER LEGEND INSTALLED WITHIN A STRONG BOX SB-1655 WITH CAL-SENSE OPTION(TYP)AND A SEPARATE METERED ENCLOSURE MPS-A16-10K.ANTENNA PORT INSTALLATION TO BE 0 RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3.70 30 PROVIDED BY THE CITY.THE CONTRACTOR SHALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE,SYSTEM SHEET KE'kyf MAP SHALL BE OPERATIONAL PRIOR TO THE CITYS ACCEPTANCE.ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY CITY A REPRESENTATIVE OF THE CITY. a RAINBIRD 1812-SAM-PRS-15VAN POP-UP-SPRAY HEAD 151 1.85 30 NOT TO SCALE DESCRIPTION OF REVISION DATE APPROVED 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 UI RAINBIRD 1812-SAM-PRS-15EST POP-UP-SPRAY HEAD 015' 0.60 30 COORDINATED AND PAID FOR BY THE DEVELOPER 14, CITY OF RANCHO CUCAMONGA M RAINBIRD 1812-SAM-PRS-15SST POP-UP-SPRAY HEAD 4X30' 1.20 30 ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ONTHE PLANS, 15. HAVE"N AVENUE & 19th"' STREEI ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED$0 THAT THE TOP OF THE SPRINKLER HEAD IS 114 ABOVE FINISHED GRADE. PARKWAY West side of Haven from Baseline to 210 Freeway North side of 19th Street from Haven Ave. to Cartilla Ave. IRMGATIONPLAN T iv,,ArN AVENUE Underground Service Alert APPROVED BY: D E-0 PLAN CROSS rho%EFER' ENICES CITY ENGINEER RCENo. 24593 Call: TOLL FREE VALVE SIZZOING KEY FOR NOTES AND LEGENDS, SEE THIS SHEET DES I G N ARCHITERRA DESIGN GROUP FOR IRRIGATION DETAILS, SEE SHEET L-1 5 FAC LANDSCAPE ARCHITECTURE -7 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L SITE PLANNING 1,-,800 VALVE# C-1 I o*-- GPM tu ........... 7)R A NV 1\1 10221-A TRADEMARK STREET -21 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L RANCHO CUCAMONGA,CA 91730 VALVE SIZE 3/4vf 490 sq.ft. ZONE SQUARE 1"7- HAVENAM J14 (909)484-2800 FAX: (909)484-2802 22 422-4133 FOOTAGE FOR SPECIFICATIONS, CITY OF RANCHO CUCAMONGA SPECS. FAc/jLp L-1 40F -ci 2834 ING'NC RI�A INO, TWO WORKING DAYS BEFORE YOU DIG JLP/JRC DA'rE 03/05/07 JOBNO. 0649-5 EEE 3 L �ENLARGI Co P=A06c T S I :NT R=NE 7C6 2; PROJECT SHEEF OF TO SPRINKLER-ANGLE PIPE TO POP-UP SPRAY HEAD BODY 6'-10DIAMETER CLEAR SPECIFIED DEPTH VATH 450 ELLS SET TO 1W ABOVE FINISH L GRADE OF SOIL. MULCH PER CITY cc: Ce SCH 40 PVC MALE ADAPTOR < �;; FINISH SOIL GRADE STANDARD,TAPER "SNAP-TITE-"WATERPROOF AWAY FROM HEAD SCH 80 PVC UNION SCH 80 PVC UNION a. ROUND PLASTIC VALVE BOY,&COIER: STRUCTURE OR CONNECTOR$OR EQUAL AM ETCHED'W�CARSON OR EQUAL) HARDSCAPING PVC NIPPLE ELECTRIC CO NTROL VALVE WIT H ROUND PLASTIC VALVE BOX& F_ N '9 2? COVER ETCHED IRRIGATION GATEu ROUND PLASTIC VALVE BOX PRESSURE REGULATOR 't_j COVER ETCHED'PRESSURE REGULATOR* FINISH GRADE (CARSON OR EQUAL) =a� (CARSON OR EQUAL) Z 0Z PLASTIC VALVE BOX AND LOOKING FINISH GRADE 61 MI, COVER�CARSON OR EQUAL), AT GRADE IN TURF AREAS 18"MAX. LU 7 1 FINISH GRADE Z MARKEDWITH IRRIGATION RCT AND ETCHED WITH CONTROLLER AND VALVE SEQUENCE I"! Z a 0'M I N. FINISH GRADE BALL VALVE I 1/2'OR SMALLER WITH STAINLESS STEEL HANDLE RESILIENT WEDGE-;?OR LARGER WITH 33 DNP QUICK A I SIDRIVALK 2'OPERATING NUT PRESSURE REGULATOR COUPLING VALVE GATE VALVE WITH PURPLE EPDXY COATED RUBBERCAP PIPE FROM VALVE STAINLESSSTEEL N to METER PIPE TO GACKFLOW SCH 80 PVC NIPPLE 2 SCREW CLAMP 3* PREVENTOR PIG TAIL B(PANSIGN (MINIMUM 2"LONG) MINIMUM(3)PI IACES 7 LOOP(MIN.24-LONG) $14'WASHED 34 to CRUSHED BRASS ANGLE FLOW AGGREGATE BASE li� FLOW VALVE WIUNION SCH 80 NIPPLE-eLU,46 SCH 40 PVC TXT900 ELL Aq A co 314�WASHED CRUSHED AGGREGATE Jt_ MARLEX 90*STREET ELL SCH 40 BRASS NIPPLE Z SCH 40 BRASS NIPPLE SCH 80 PVC NIPPLE 24"LONG SCH 80 PVC UNION cr ow MARLEX900 ELL CONTROL&COMMON WIRES NON-PRESSURE 112:11 LATERAL FITTING .3WWASHED CRUSHED NON-PRESS'URE LATERAL LINE AGGREGATE BASE SCH 40 BRASS 90"ELL NOTES� SCH 80 PVC 90" SCH 40 BRASS 900 3fe WASHED CRUSHED 1.INSTALL CONTROLVAIMES,A tAN,OF 17 FROMSTRUCTURES OR HARDSCAPING. STREET ELL STREET ELL BRASS NIPPLE AGGREGATE BASE 2-INSTALILVALVES IN PlAgr BEDS VMEREVER P=iBLENEXT TO SIDUNALKS� SCH80PVGSXSX`TTEE NOTES: 3.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING, PRESSURESUPPLY #4 REBAR STAKE PRESSURE SUPPLY LINE NOTE: 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4.PLACE AGGREGATE PRIO13 TO INSTALLATION OF VALVE BOX. LINE rITIING (2,V'LONG) 5�ATTACH PLASM IDENTIFICATION TAG WITH APPA0PAIATECONTROLLER AND VALVE NUMBER. NOTES: 1.LOCATE HEAD 2'TO 6'FROM WALKS,CURBS,HARDSCAPING, 2.INSTALL CONTROL VALVES A MIN.OF 12'FROM STRU=RES OR HARDSCAPING, 1. INSTALL CONTROL VALVES A MINIMUM OF 12'FROM STRUCTURES OR HARDSCAPING. MMI STRIPS AND EDGES OF LAV4N, 3.INSTALLVALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEVVALKS, PRESSURE SUPPLY LINE 04 2-USE TEFLONTAPE ON ALL MALE THREADS, 4.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING, - 2, INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3,INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 3. PLACE VALVE ROXAT RIGHT ANGLES TO STRUCTURES 013 HARDSCAPING. 5.ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND COMPENSATING FEATURE AS PER THE IRRIGATION PLAN, NOTE: BOX� VALVE NUMBER INSIDE VALVE BOX, 4, PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE 4;HEAD CONNECTION AT BOTTOM INLET ONLY. (b 1,PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX, 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER TO WIRE INSIDE VALVE BOX. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA C5 CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVE08Y: 1� CITY OF RANCHO CUCAMONGA CALIFORNIA ISOLATION VALVE STAINV�kftr_l PLAN Di� 6 APPROVED FY,- REMOTE CONTROL VALVE WITH w STANDARD PLAN QUICK COUPLING VALVE 0 0 w -3" or smaller w POP-UP SHRUB SPRAY HEAD >1 518 PRESSURE REGULATOR VALVE 536 SHUT-OFF VALVE& UNION 520 539 �m C1Ty0qC_NErR DATE "I CITY PNG�<F.-,R rATF- LA�E'.',M I El'ANWO SFECJFIQAT�ONS[OR FtZMC WIR�Ql COM-TRUCT19N wl cn,y rW3.Nr-.F.R C I Ty EN RAIE, 24 63 f�+fEF�T I jr 4, si-IFEr I OF I C9 y ENG USE WJH FOR PUbUIC V.ORK� Uj DATE USEE WITH STANDffll)SPEGWICATIONS FOR f UBLIC WORKS CONSTRUCTtf.H 519 24953 SHEET I or I A R (JOB a READ LINE SIZE GATE VALVE PRESSI IRE REGN SLATOR Q1 DICK COUPLER "v"ALVE REMOTE CONTROL VALVE POP UP briRl I N A w 11111111 111FAIN01619190RUM 11111 21 SCA N.T.S. SCALE, N.T.S. SCALE, N.T.S, SCALE: N.T.S. SCALE: N3.S. LE� flARDSOAPING(SEE NOTE 4) X4 19 2 *11"IN LAWN AREAS V'IN PLANT BEDS CLEAN BACKFILI.-SEE SPECS,FOR MATERIAL. 9CP/o COMPACTION REQUIRED LU PROVIDE T MIN�OF SAND LU ZM BEDDING AND SHADDING CLEAN BACKFILL-SEE ........ 3 SPECS�FOR MATERIAL ...... 9CP/6 COMPACTION REQUIRED ... . .. ............ .. ............. NON-PRESSURE LATERAL LINE,. ... CONTROL WIRE SLEEVE- SCH,40 SNAKE PIPE IN TRENCH SIZE PER PLAN INSTALL 4 ADJACENT TO PRESSURE Z ............. ........ SUPPLY LINE PH U-13SURE SUPPLY LINE: L% SCH,4WL.315SNAKE PRESSURE SUPPLY LINE PIPE IN TRENCH SLEEVE-SIZE TWICE DIAMETER OF PRESSURE CONTROL WIRES-BUNDLE 61TYP. SUPPLYLINE 5 1909 UCIEWI AND TAPE AT 16 0,0.AND I NSTALL ADJACENT TO NON-PRESSURE LATERAL SUPPLY LINE LINE SLEEVE-SIZE'PMCE PRESSURES (D ROUND PLASTIC VALVE BOX&COVER MARKED"IRRIGATION BAL121. DIAMETER OF NON-PRE,% USE CHRISTY FL8 BOX&FL80 LID OR EQUAL. URE LATERAL LINE PROVIDE 6P MIN�OF SAND 6"TYP� FINISH GRADE, BEDDINGANDSHADMIG NOTES: I�ALL SLEEVESTO BE SCH 40 PVC, BALL VALVE-SEE I RRIGATIDN LEGEND FOR MODEL#. F_XTS-4D ALL SLEEVES i 2v BEYOND EDGE OF HAROSCAPING AT BOTH ENDS. 0-N 3.ROUTE Six-EEVINGAROUND HANDICAP RAMPS. 3/4WASHED CRUSED AGGREGATE BASE. 4,PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD,PLAN 120 NOTE: (24�MIN.TO V MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). SCH,40 PVC MALE ADAPTORS, I.PIGTAIL AND LOOP CONTROL WIRE AT 9(r CHANGES IN DIRECTION, 5,MININZE NUMBER OF GLUE JOINTSS UNDER STREEF. C9 2.PRESSURE SUPPLY LINE.2 10 AND SMALLER 1W Mft DEPTH 6,USE MAXIMUM LaXiTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE. T AND LARGER 2e MIN.DEPTH Nam. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA 4 7;=777; 14 - (6 AMADVeDOY� TYPICAL TRENCHING w w TYPICAL SLEEVING ------- 532 533 CITY EW-INFER C,77C USEWTH M414DARD$PEMCATJQNMR 249W a C,IT y Q14 G N F"&953 S $HM I OF I 14 It TRENCHNG DETAIL SLEEVING DETAIL BAft LL VALVE Wawa SCALE* N.T.S. ALE: N.T.S. GALE- N.T.S. . ALE: N.T.S. SCALE: N.T.S. Water Meter: Size 1112" Water Meter: Size 1112" Water Meter, Size 11/2" Elevation: 1316.7 Elevation: -1426.4 Elevation: 14312 Static,Pressure: High 145 LoW 120 Static Pressure: High 94 Low 85 Static Pressure* High 94 Low 92 up) Source Of Information: CVWD-TED MUNSON Source Of Information'. CVWD-TED MUNSON Source Of Information: CVWD-TED MUNSON rb Phone Number: 909-987-2591 Phone Number: 909-987-2591 Phone Number: 909-987-25�_1_ ............. Date Of Information: 06/24/06 Date Of Information. 06124/06 Date Of Information* _Q6_24-106 ign UFO 1 8 Remote Control Valve, A9 Remote Control Valve, B10 Remote Control Valve: C8 Maximum Demand, 33 G.P.M. Maximum Demand: 30 G�P,M. Maximum Demand: 25 G.P.M. �N Dal Elevation of Highest Head: 1356.1 Elevation of Highest Head, 13 6 Elevation of Highest Head, 14�_5_.85 OF N i e Item P.S.I.Loss Size Loss Q Item P.S.I. 0 Size Item P.S,I. jy uss 11M_ Water Meter /2" Water Meter _11la- Water Meter 1.30 _110- Pressure Regulator(Fall-Out) 11/21f Pressure Regulator(Fall-Out) _100-- Pressure Regulator(Fall-Out) -35. 0-- 11 2f R.P.Backfiow Device 12.00 R.P. Bacdow Device -L2.OD_ __L1_12L_ R.P. Backfiow Device 114' Flow Meter 11/2 Flow Meter _J1/2!__ Flow Meter --ile- Master Vavle 1.20 Master Vavle _JJZ�_ Master Vavle - 2 Gate Vavle(s) -2 _A10- Gate Vavle (s) 11/2" 0.20 I Gate Vavle(s) 1288 2" Main Line IF Main Line 323' Main Line CITY R.C.V.Assembly R.C,V.Assembly 445' 111211 Main Line DESCRIPTION OF REVISION DATE ___3LE_ Lateral Line 3.20 if APPROVEY> Lateral Line 11/4 R.C,V.Assembly 111411 Lateral Line It I Lateral Line Lateral Line ____L_ Lateral Line 0.05 1114 ine Lateral L' ---QJ5--- ---X_ _r__ Lateral Line Fittings Loss(10%) 4.03 2" Lateral Line 0.10 11/411 ITY OF RANCHO CUCAMONGA Lateral Line Elevation Change(+ 39.4' _jZ0ja_ Fittings Loss(10%) Lateral Line Elevation Change(+ 57.3 --24JIt- Fittings Loss(10%) HAVEN AVENUE & 19th S'1,01"REWT Total System Losses, 6132 Total System Losses: _23-102- Elevation Change (+-")34-65' ___15_JQ_� PA RKWA Y IMPR 0 V EMENT Pressure to Operate Head: 30.00 Pressure to Operate Head. 3 -A5,45 Total System Losses: West side of Haven from Base Line to 210 Freeway Pressure to Operate Head* 30-00 Total Pressure Required: 91�32 Total Pressure Required, North side of 19th Street from Haven Ave. to Cartilla Ave. Lowest Static Pressure Available, Lowest Static Pressure�vailable: Total Pressure Required: Landscape Maintenance District No. I Pre-Set Regulated Pressure(if required): _10L0_0___ Pre-Set Regulated Pressure(if required): -ic Pressure Available: Lowest Stat Residual Water Pressure* -j5&8-- Residual Water Pressure,: 16.98 Pre-Set Regulated Pressure (if required): I"IGATION DETAILS Residual Water Pressure: 16.55 City Requnied Residual Water Pressure: City Requried Residual Water Pressure- A-PPROVED BY.- DATE 4P4 A17 CITY ENGINEER 04� RCE No. 24.593 P&"C MENDED PRESSURE "LOSS CALCULATION PRESSuRE LOSS CALCULATION PRESSU'RE LOSS CALOU"L ATION ARCHITERRA DESIGN 0-ROUP FAC LANDSCAPE ARCHITECTURE SITE PLANNING P.O.C. 'V / IRRIGATION VALVE # A9 P.O.C. 2' / IRRIGATION %VALVE # B10 P.O.C. '3 / lKwom"RK43ATION VALVE # C8 10221-A TRADEMARK STREET RANCHO CUCAMONGA,CA 91730 10111 FAC (909)484-2800 FAX: (909)484-2802 L-150F 22 2834 SCALE.: N.T.S. SCALE: N,T.S. SCALE, N.T.S. SCALE- 'N.T.S. RI-A NO. DRAWING NO. JRC DATE 03/07/07 JOB NO. 0649-5 e;Z /.5 q L PROJECT Sheet No. 15' of c-l;x, KS-6 S-4 -1 T-1 S-4 -5 S-7 S- S-4 S-6 -2 S-1 -6 -7 -2 -1 3 20 153 7 2 4 3 6 6 5 15 16 7 7 153 2 S-3 V-1 S-2 -6 T-1 T-1 -1 S-6 -5 -3 -1 -1 - - - KS-1 S- 7 31 2 7 151 153 15 6 3 1 152 13 2 12 24 12 1 �4 ® LIMIT IMIT OF C x \ *. \. •L.: \'l'.4 \ ii '.\ •. tiff . ;.., '.• .. .�� .'•.\ ^.\\\4 4\\\ k4 >, :'`:`•.\:h\\h `h 'w '\ 1*.\S 4't.'4\ti" ti \v ."..E4"`, _:^+\4\4 \',h \ .l\`.\\'\ ': . v . �' .'t. h\ h '.`.\\\ >:.\w 4: \E 44Kv h 4 \ ti t .\1 \11\1`. h`.l` ;S1\ '•,`.4\`. 4\\. a , •. '••:. . ',� � ® .", \\\. \\ \' \ •\\ `.'A'\\\\\*.L` 'tti \\: '` ., 4\\k \'\ h \'ti\ .V. .'l`: \`C. 1: _.`Ctt\\ \\\\`.`_., .t.G. i P. V3 4- == == + Q Cc !-!. w M.H. :•. 0 IN 00 Uj S-6KS-5 S-5 C-1KS-3 -1 G -1 - S-5Lij < IMIT 0 WORK 2 U) 6 2 3 16 13 16 12 32 5 C-1 C-1 -1 T- -3 -1 -1 -1 -1 GC-1 S-3 S-1 -1 -6 S- - 'AV AV1 14 1 11 1 1 7 I- - - - - - 3 -� - -� 17 - 32 16 - 17 _ 9 - r _ 20 _ , 161 162 163 164 165 166 S®1 V-1 -4 S-2 KS-4 S-1 GC-1 -7 S-5 T_1 S_1 3 21 7 8 7 11 27 5 S-1 S_3 T_1 rS-4 T-1 -1 -4 -7 3 154 4 5 1 ' 151 152 1 1 S-3 -6 GC-1 T-1 GC_1 S-5KS-2 S-6 S_3 GC-1 ®6 32 14 15 4 ®4 C-1KS-6 -7 _5 _3 - _5 ®6 -1 -1 19 3 3 12 16 7 1 51:1�721 4 XER.REF 1.3 A I 2 11 2 4 4 4ti \'•.`:\\ `:t \1' `,\\ \\'':`.\"t\\"l'.\ \'v\`h'a'a. t `'.: 4' t\'\\'\ `..4\ \ 0.\` i "�\\\.a.1: ^i .Y tiifi}\\\E4\. R'. 11 4`.\*?�`. \ - - _ (� "\ tip: \ w.\�wro4\'x4ti'.A':'` a� ti .\\•\\\\\\\'0.'tt \'V `:G'P 4\' \\\\\4\`.4 44, h".+ \4'k\4l'..'v\h4'l'444K \`a\ \":t \\1ti:\'+.\`:`:\i.`:: '.\ti \`ti`hl\\t 4E lEV 'kX �4t\\Y{a\\\ � -v.a+. w.a t ro'.'k.x-aax'a x a axa z t^a�a.'txxxxx-a-a'a 'a. a R. '6. 3 tea. '4.a a•a,2 z a m'n� .4 a�.��q w.a.a�.'%a.-a.'n"ab' �a n aaa v.a a a a xx- Q w co M.H. MzW _i /T-2\ _1 A IMIT OF WORK GC-1 151 3 0 S-3 S-1 S- S- T-2 GC-1 T-2- ` XER.REF 1.4 -1 - - - - 31 - 4 - 10 - 4 152 9 -+ -� 151 - _ � _ - _ 1 _ _ - 3 S-5 66 S-6 1 168 1 170 1 1 4 3 GC-1 S-6 S-1 rs1 - T-1 -1 Q!T32 Q'J 9 2 151 15 SECTION A-A,SEE TIL L- 2. PLANTING NOTES -- . 1.1PLANTING LEGEND : XERISCAPE ASSESSMENT SYSTEM SUMMARY . 1.2 SYMBOL QTY THIS 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT v CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENT SHEET INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND 1...-LAND. CAP_E_.(P-o.int._V_atu. . P._.0_I_N.T_S REF__ _�N.C. _CLAIMED RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND TREES 1 SPECIFICATIONS, 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT T-1 Pinus canariensis Canary Island Pine 15 gallon Per Plan Standard 24 1. Water conserving plants.( 0) 20 L-9 to L®21/1.1 REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. = :-- :-:-:-: T-2 Magnolia g.'St. Mary' Southern Magnolia 15 gallon Per Plan Standard 6 2. Turf limited to 25%.(20) 20 L-9 to L-21/1.2 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY : T-3 Lagerstroemia x'Muskogee" Crape Myrtle 24"Box Per Plan Standard 0 3. Plants grouped by watering need.(10) 10 L-9 to L-21/1.3 DAMAGE OF SAID UNDERGROUND FACILITIES. 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE 4. Hardscape(non-irrigated)surfaces.(10) 10 L-9 to L-21/L4 SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS SHRUBS 5. Permeable paving. 5 HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. p g ( ) - 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO S-1 Dietes bicolor Fortnight Lily 1 gallon 48"o.c. 194 6. Low-water turf varieties.(5) - - INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE :__ :__ S-2 Juniperus s.'Buffalo' Buffalo Juniper 5 gallon 8'o.c. 29 OF THE CITY PRIOR TO EXCAVATION. 7, Mulch provided in non-ground cover areas.(5) 5 L-9 to L-21/1.5 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS - S-3 Lavandula s.dentata French Lavender 1 gallon 3'o.c. 347 8. Soil amendments.(5) 5 L-9 to L-21/1.6 BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- CONTRACTOR, REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS S-4 Leucophyllum f.'Green Cloud' Texas Ranger 5 gallon 8'o.c. 45 OTHERWISE APPROVED BY THE CITY. Total amts Claimed:S-5 Pennisetum s.°Rubrum' Fountain Grass 5 gallon 42"o.c. 50 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY,FINAL QUANTITIES FOR PLANT (Minimum Points Required: 60) MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. S-6 Phlomis fruticosa Jerusalem Sage 1 gallon 42"o.c. 165 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE S-7 Plumbago auriculata Cape plumbago 5 gallon 10'o.c. 22 CC A ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. © S-8 Phormium tenax'Tom Thumb' New Zealand Flax 5 gallon 24"o.c. 0 I IV/ 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"SHRUB MASSES." QUANTITIES ARE AS S-9 Tulbaghia violacea Society Garlic 5 gallon 24 o.c. 0 SHOWN ON PLAN,ON-CENTER SPACING AS SHOWN ON LEGEND, CONTRACTOR TO , R. F. 1.6 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND VERIFY QUANTITIES BASED ON SPACING AND ADD ADDITIONAL PLANT MATERIAL,ATN ,# QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED S-10 Lantana'Dwarf White' Lantana Cultivar 5 gallon 48"o.c. 0 ADDITIONAL COST TO THE CITY,AS REQUIRED T MAINTAIN DESIGN INTENT UE T SOIL AMENDMENTS 6 INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT. APPLIES TO ALL SHUB BEDS. g EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL g ture p g EITHER BE TRIANGULAR OR LINEAR AS INDICATED ON PLAN R DETAIL. LANDSCAPE �`-3 ,Datb?L 8 4 CY.NITROGEN STABILIZED SAWDUST S-11 Juni ecus Chinensis San Jose NCN 5 gallon 6 o.c. 0 ARCHITECT AND CITY'S REPRESENTATIVE T APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. r 120 LBS GYPSUM ��t� 125 LBS GRO-POWER PLUS 11. SHRUB BED AREAS SHALL RECEIVE 4"LAYER OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS AND BLEND GROUNDCOVES INTO EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING S AL ° 1 2 ` 0 CN OPERATIONS SHALL ACCOMMODATE THE MULCH, CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S :::: GC-1 Helictotrichon s.'Sapphire' Blue Oat Grass 1 gallon 24"o.c. 330 APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SPECIFY WOOD CHIP MULCH#3,AVAILABLE FROM: PLANTING TO ADDED ACCESS CURB 114/C7 ARTESIA SAWDUST 1 L I IACCESS. 13434 ONTARIO AVENUE VINES ONTARIO,CA 91761 L-1, L-2° L-3, L-8, L-9, L-10, L-1 L-17 TEL.(909)97-5983 FAX.(909)923-7208 At V-1 Parthenocissus tricuspidata Boston Ivy 5 gallon 15°o.c. 52 SHEET KEY MAP NOT TO SCALE CITE' I APPROVED i CITY OF RANCHO CdeAlWON04 SYMBOL LEGEND a 0 I i r 0 1HAVEN AVENUE & 19th STREET I I 8 TREES SHRUBS 0 PARKWAY IMPROVEMENT CALL-OUT West side of ave from ase Lf to 1 Freeway SYMBOL CALL-OUT I ort side of 1.9t Street from ave Ave. to art111a Ave. SYMBOL W Landscape ten District o. SIZE al./box ►K. : : QUANTITY QUANTITY L "' HAVEN AVENUE HAVEN AVENUE 01/1 0 DATE:7?;M m 7e P7 CITY ENGINEER RCE No. 24593 Call: TOLL FREE PLAN CROSS REFERENCES a DESIGNEC E�II�ELI ITDESIGN z w z T LANDSCAPE ARCHITECTURE U ;. 4 SITE PLANNING FOR NOTES AND LEGENDS, SEE THIS SHEET �:. .._. t,.. �,..,..� . . :.:�;.:�;: � :::::: -�,-__ .� .`--- DRAWN 1i41 .;:.>">•.:::::::.: _ � 10221-A TRADEMARK STREET ET' FOR PLANTING DETAILS SEE SHEET L-22 422-4133 L-1 60F 22 » 4 .� -�- .�r> � ! _ .�� _ •�.,,��. RANCHO CUCAMOIVEA, CA 91730 FOR SPECIFICATIONS, PER CITY OF RANCHO CUCAMONGA SPECS. HAVEN AVENUE HAVEN AVENUE ANkL - � (909)484-2800 FAX: �909�484-202 FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 'HE 'KED RLL NO. 2 34 R WI WORKINGY IRRIGATION PLAN SEE SHEET L-9 JLP/JRC DATE 03/05/07 JOB NO. 649-- a T-2 S-3 rs_5� T-1 rS 5 GG-1(S-7� rS 6 rS-4 rS-3 A rS-4 S-7 -4 GC-1 4� 1 3 30 \1,1� 24 15 1 14 zi4 3 3 2 151 14 S-3S 3 S-6 /_T_1 ( 6' S-5 S-1 rs S-6' T-2\ (S-0 S-5 /,S-1 151 12 33 5 19 15 3 2 3 18 3 23 152 7 2 13 T 0 WORK "W N'l X�N - . Xll��%%%, 111%, 7 V ■ + M.H. /PACIFIC IN ND L z L 7TRAIL 0/ W 0 U) 0 F— LIJ 0 (Z < Lij ------ ---------- L ----------- F U) T-1 LIMIT OF WORK S-1 S_ 5 GC-1 151 rS 3 S-1 on-6 S-1 S-3 9 7 20 9 10 7 7 35 172 E AVENUE 175 T-2 (GC-1 /T-l\ GC-1 S-3 S-6 GC-1 151 13 15 12 25 11 12 S-5 GC-1 S-5 S-1 S-3 ("S 4 /_T1 S-3 rS 4 rS--5 151_T_1 rS 5 rS-6 rS-3 GC-1 2 27 2 "3 59 15 21 35 7 5 316 8 152 55 2 3 4 GC-1 S-5 GG-1 -1 (GC-1 S-2 S-1 rs- `N� (IS rS 4 .S-5 (S-�6 S-1 KS S-3 -1 K"S-�3 /T_1 9 \L5V 4 0A 2 5 12 151 2 23 17 13 2 15 L I ..................... ...... ...... ........... ANM_ ............ ------------ --------- ... 0- Nf ......... W ................ v. ................. ......................... ........ !0k`��-_-_is'1`1i!i.g,-ii!-, ................ ........ .................. ....... ........................ ............................ ................ .......... I L .............. ..... g .......... ...... ....... ........... .............................. ...... ............... ....... ............• ....... ............•........ .......................... ...... ... ............................. LJJ F ............ Z W ........................................ .......... ................................ .................................. ................. 0 ........... -....... .... ........... .....%..... ....... ....-1.... ......... ......... ........... ...... ....... ........................11-.. ................ ..........:...... .............. ........... ....... ....... ........... ......................... U) Y.H. W ................ ............... N ............. iii ii ifi iiiiiiiiiii :: 0 ........... . .... ........ < ........... 0 IN () U) .......... .................... .......- ................................... ......... ........... S cz F— w ................................... ................... .............. ... ......... ...... < W CC) ----- ---- ...... LIMIT OF WO LIMIT OF WORK S-1 T-2 _T-_2 S-5 GC-1 T-2 T-1 S-3 in �l 4 ...) 151 52 2 > 0 \iii �1� Q2 1 2 cz VEN AVENUE S-6 S-3'� S-1 180 GC-1 182 183 184 C®1 ®1 185 13 22 46 14 34 PLANTING NOTES .- PLANTING LEGEND : SYMBOL QTY THIS 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENT SHEET 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 TREES SPECIFICATIONS. T-1 Pinus canariensis Canary Island Pine 15 gallon Per Plan Standard 17 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, T-2 Magnolia g.'St.Mary' Southern Magnolia 15 gallon Per Plan Standard 7 ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY A T-3 Lagerstroemia x'Muskogee' Crape Myrtle 24"Box Per Plan Standard 0 DAMAGE OF SAID UNDERGROUND FACILITIES, 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS SHRUBS 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 0 S-1 Dietes bicolor Fortnight Lily 1 gallon 48"o.c. 171 INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE 0 S-2 Juniperus s.'Tamariscifolia' Tamarix Juniper 5 gallon 8'o.c. 2 OF THE CITY PRIOR TO EXCAVATION. 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS 0 S-3 Lavandula s.'Otto Quast' Spanish Lavender 1 gallon 36"o.c. 331 BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS S-4 Leucophyllum(.'Green Cloud' Texas Ranger 5 gallon 8'o.c. 29 OTHERWISE APPROVED BY THE CITY. 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT 0 S-5 Penniseturn s.'Rubrum' Fountain Grass 5 gallon 42"o.c. 35 MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. S-6 Phlomis fruticosa Jerusalem Sage 1 gallon 42"o.c, 88 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE + S-7 Plumbago auriculata Cape plumbago 5 gallon 10,o.c. 12 ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. 0 S-8 Phormium tenax'Tom Thumb' New Zealand Flax 5 gallon 24"o.c. 0 3 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. Umwi 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND 0 S-9 Tulbaghia violacea Society Garlic 5 gallon 24"o.c. 0 0 /--*% QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED ®- S-10 Lantana'Dwarf White' Lantana Cultivar 5 gallon 48"o.c. 0 SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SO,FT. APPLIES TO ALL SHUB BEDS. 4 CY.NITROGEN STABILIZED SAWDUST 5-11 Juniperus Chinensis'San Jose' NCN 5 gallon 6'o.c. 00 ature 7-3 as 120 LBS GYPSUM 0 :9 125 LBS GRO-POWER PLUS 2 GROUNDCOVERS Dato 11. SHRUB BED AREAS SHALL RECEIVE 4"LAYER OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND 0 INTO EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON, GRADING OF Ck OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S GC-1 Helictotrichon s.'Sapphire' Blue Oat Grass 1 gallon 24"o.c. 372 SCALE- 1 E, 20' APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SPECIFY WOOD CHIP MULCH#3,AVAILABLE FROM: A ARTESIA SAWDUST PLANTING PLAN CHANGES DUE TO ADDED ACCESS CURB 13434 ONTARIO AVENUE VINES AND COBBLE FOR DRAINAGE MAINTENANCE ACCESS. 08/14/07 ONTARIO,CA 91761 ME TEL,(909)97-5983 FAX.(909)923-7208 V-1 Parthenocissus tricuspidata Boston Ivy 5 gallon 15'o.c. 31 AFFECTED SHEETS L-11, L-2, L-3, L-8, L-9, L-10, L-16& L-17 SH` EET KE'ky'f MAP NOT TO SCALE CITY DESCRIPTION OF REVISION DATE APPROVED C1 Y 0,F RANCHO CUCAMONAA SYMBOL LEGEND HAVEN AVENUE & 19th STREET TREES SHRUBS PARKWAY IMPROVEMENT West side of Haven from Base Line to 210 Freeway CALL-OUT North side of 19th Street from Haven Ave, to Cartilla Ave. SYMBOL CALL-OUT SYMBOL I Q scape Maintenance District No. I SIZE (gal./box) �7. PLANTING PLAN L WQ. 0 QUANTITY QUANTITY "MT--------77- 77, ------T� underground Service Alert HAVEN AVENUE HAVENAVENUE APPROVED BY: DATE7- _2'0_ CITY ENGINEER /A 1MY RCE No. 24593 Call.- TOLL FREE < DESN IGRECrME 'NDE W D PLAN CROSS REFERENCES ARCHITERRA DESIGN GROUP W LANDSCAPE ARCHITECTURE < GPD/RFT 0 M SITE PLANNING ................... ....... Ul IET 1 -800 FOR NOTES AND LEGENDS, SEE THIS SHEET I DRAWN 10221-A TRADEMARK STREET SHE RANCHO CUCAMONGA, CA 91730 FOR PLANTING DETAILS, SEE SHEET L-22 HAVEN AVENUE HAVEN AVENUE KSM 422 (909)484-2800 FAX: (909)484-2802 L-1 70F 2 2-4-IA33 FOR SPECIFICATIONS, PER CITY OF RANCHO CUCAMONGA SPECS. FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-3 'HE XE RLA NO. 2834 R N TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-10 JLP/JRC DATE 03/05/07 JOB NO, 0649-5 PROJECT SHEET — OF - ----------------- f S-6 - T-2 Al �4rGQ.1 4 3 30 24 151 15 20 22 6 3 3 2 1 41 1 . Al Tm1 R T.2 �1 1 33 5 19 153 2 3 154 25 3 23 152 7 11 Joe •..L'.T'" ^"it:H ,Grit "s fit .Ln:. x^23waLc::.-s,w- 2a:^. cxn `R. 'ki:•% s 2 4 ..Y-�' ?:v-xz.a5, 'tf�a taa �..ct ,Msq#¢ •• ,..,- .. _ �. .,* gA}"s .,yr ...'�:'sc vw�'P stiff 3xc -' a.'G G:• _, a;Jl c. c� "� wai Y .4r�3A^�^ Yi`rT rr� f�t:Y3FSt.. "Ki .k Y,n'°�^..s £ cN,��'° .w3:.:..: :GSX tGSA �.;L. ]�:.'t%�sZi. 4' fi27 a5R•q'b'S (sT�� S�9 sP0}YD kL7t[ Y+v7 'w."e. •MY'4. '^t,a.K. D. 'wwww'a"y 'M•&'kz 'e4'4'Y.'e•'ama n.am.�. s s.+b`�4L► 'u "v. '+s.^R "a' '.A. "+aa Ma*01 bat'ww. w. +w+b,t fr s4°k "S M. '9.^6`wwa 'A `w'A w'654 "� `A..1.•w •.'b"a.� q.6� `A'6 Y ro.'. xg,ya: 'ay'ao w!W '9a'K. W R'trw 4e.. Ma,A. Ma. 'w.'w,'q. �.W+i.'4W.4n PoGw9. '1t'A. tM'M'#'A ea Mw'4•s. 'M.`Y ' '� 's R• - 'a+- i8.. '& W"mi 9`h W �. 4'h i "0& 4 •w. '41, 'R..'^e Yx-' .W." 'ti 'i. "g,M. ►4 •a.'f.'i,4a. M,"!,.'Yy W4R N.M. W'k w%, 'm., W. y IF A C INLAND z 11 U_ n o7, AV co 0 LIMITco M1 - 20 10 7 7 35 H EN AVENIUE"""� _ --- 172 173 _ 175 151 13 12 25 11 12 �1 M T-1 V-1 T-1 .4 151 2 27 2 3 59 152 35 7 31 26 8 152 55 2 4 3 "1 T-11 -1 T-1 _1 a1 �1 4 13 2 5 23 17 13 2 P h �.,.�'c TrE { Gr Y kt . 00 yy;;o-yt{'ylej}.Yl� "1i 3 S'L'C`'+�y Ci'F4•`h�.'� 1,i4'y(�^, Y Ir(,, lnf+.'Y _• - J, [.t'Y(3�' 1 ?2 �a ��4�"S}�Y{� a y'N ICLs •`xi:� �' u.,:i x"�'�,��.aL�.�''`¢ '� .%�'vt,3�'��k'`i•t�f�i ti�z`3'�"-?- tsk-�t - -, 1 0 1 ,r_ 4 "y Ay ti[�rF-udL,•,a. t.,`u'tp'f-t " E ar ,£, A,S <�.yKr �:-•.�'°�-g1 f"Yi-� 'x h"-a. . ' .4 ti r•s. L. r'°SF;..,r..%• '.'" .y2;,. ,,• „ ... .r.r ,.,... ...,. , a ClcTya3' X a s� �'cdsr '4�1:e�, '�``�'``f.. i_ }e. ;,,.cy ,r,' S:rty Q.H. ,J. r .'s' 5c Sri :�� a`a%r, �h d < 4 :t 't '` `Y figg, e� a, ' ti.fn,. � rc ,x � y �kr<Fa+' •e, o. .t ``,, �, e �" ��l+f✓n 0 < W z> C0 LIMIT IT T OF WORK �1 T-2 21 14 151 151 3 12 151 152 VEN AVENUE-- 180 18 $4 _ C_ 13 4 4183 14 34 185 a PLANTING NOTES . PLANTING LEGENDA SYMBOL (QTY THIS 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT CALL.70UT BOTANIC NAME COMMONNAME SIZE SPACING COMMENTS SHEET INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SMALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,ARID REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND TREES SPECIFICATIONS, . CONTRACTOR SHALL.FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT T-1 Pinus canariensis Canary Island Pine 15 gallon Por Plan Standard 18 REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. T-2 Magnolia g.'St.Mary' Southern Magnolia 15 gallon Per Plan Standard 7 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRtREPLACEMENT,AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND FACILITIES. t�#taT-3 La erStr� ia x'I�IE� le see' C� ale 24"Rax Per Plan Standard 0 4. NO PLANTING SHALL.BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL CRAKES HAVE BEEN ESTABLISHED,THE PLANTING AREAS SHRUBS HAVE BEEN PROPERLY GRADED ANIS PREPARED AS SPECIFIED,AND THE ORK.APPROVED BY TFIE CITY. . ALL,PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO S-1 Dieu bicolor Fortnight Lily I gallon 43°'a.c. 173 INSTALLATION. FINAL.LOCATION OF ALL.PLANT MATERIAL.SMALL BE SUBJECT TO APPROVAL.BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 03-2 Juniperras .'Tanaartscltol4a' Tamarix Jumper 5 gallon 8'o.c. 8. CONTRACTOR IS RESPONSIBLE FOR ALL.REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS 3-3 Lavar�dula s.'Otto QItast` Spanish Lavender 1 gallon "o.c, 4 BEYOND TIME LINT OF YORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS 0 8-4 Leucop llum t.'Green Cloud` Texas Ranger 5 gallon S'O.C. 31 OTHERWISE APPROVED BY THE CITY. S-5 Pennisetum s,'Rubrum' Fountain Crass 5 gallon 42"o . 35 7, QUANTITIES SHOWN ON THE.LEGEND ARE FOR ESTIMATE PURPOSES ONLY,FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SMALL BE GOVERNED BY TIME INDICATED PLANT SPACING REQUIRED, S-6 Phlomis ftubcosa Jerusalem Sage 1 gallon 42"o.c. 33 8, WHENEVER SHRUBJGROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE S-7 Plumbago auri u ata Cape plumbago 5 gallon 0°o.C. 12 ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS AND DETAILS HEREON, OL o S-3 Phormium to `Tana Thumb` New Zealand Flax 5gallon 24"ox. 3 SC 9� CLEAN-UP SMALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. �urn S- Tulbaghia�violacea Society Garlic 5 gallon 24%'o.c. B 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). ROTOTIL THE REQUIRED (DS-10 Lantana'Dwarf White' Lantana Cultivar 5 gallon 45§k 04, 0 � t� SOIL.AMENDMENTS 611 INTO THE SOIL.ATTIRE REQUIRED RATES PER 1,000 SO.F". APPLIES TO ALL SNUB BEDS. Cr 4 CY.NITROGEN STABILIZED SAWDUST -11 Juniperus Chinensis'San Jose' NCN 5 gallon S'o.c, g sign tu a 120 LBS GYPSUM 125 LBS ORO ER PLUS �- at 11. SHRUB BED AREAS SMALL RECEIVE 40 LAYER OF WOOD CHIP MULCH UNDER ALL.TREES AND SHRUBS,AND BLEND GROUNDCL3VER3 INTO EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING � �T F C OPERATIONS SHALL ACCOMMODATE THE MULCH CONTRACTOR.SHALL.SUBMIT A SAMPLE FOR THE CITY'S C-1 Helictotrichon s.'Sapphire' Blue Cat Grass 1 gallon 24"o.c, 397 SCALE; 1"�2O' APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SPECIFY WOOD CHIP MULCH 43,AVAILABLE FROM: ARTESIA SAWDUST 13434 ONTARIO AVENUE VINES ONTARIO,CA 917611 TEL,(909)97-5983 FAX. 3923-7208V-i Pa.rthenocissus tric s idata Boston Ivy 5 gallon 15'o.c. 31 S11EET KEY MAP ....... T TO SCALECITY DESCRIPTION OF REVISION DATE A.PPROVFD CITY OF RANC,N0 CUCAMON-GA 1" yy S"Y"MBOL LEGEND HA VEN A VENUE & _19th S TRr4E T TREES SHRUBS ARKWAY IMPROVEMENT -CALLT West side of ave from asp .� o 21.0 Freeway SYMBOL CALL-OUTg : North sid.e of 19th tr ait from avers Ave. to Cartilla Ave. SYMBOL = � Landscape Maintenance District No. SIZE (gal./box) - PLi"TING PIAN ;_. underground Service Alert QUANTITY QUANTITY � ., �,.� APPROVED BY ° e w i DATIE: i Call: CITY ENGINEER RCE No. 24593 TOLL FREE DESIG,N 41 PLAN CROSS REFER` ENCES ARCHITERRA DESIGN Fr LANDSCAPE ARCHITECTURE 1,-,-800 FOR NOTES AND LEGENDS, SEE SITE PLANNING .�2:=tiv s Cilr..c Y C)^J.`'. 14 l,a �,k• 5 THIS T � 0221-A TRADEMARK STREET FOR PLANTING DETAILS, SEE HT La HAVEN AVENUE RANCHO CUCAMONGA, A 91730 422-,,4133 (909) 2800 PAX: (909)484-280 2 of 22 SPECIFICATIONS,FOR L CORRESPONDINGFOR T L TI PLAN SEE SHEET L-3 RL-A,NO. 2834 VVING NO. ; TWO WORKING DAYSFOR CORRESPONDING IRRIGATIONSES SHEET L- 03/05/ Sp w1 3 /T-21\1 4 41 7 31 rS.6)I # 125 16 5 Uj w w1/T—\ rs 3 �' ` k 11 17 2 15y 4 151 15 15 3 30 3 13 151 2 55 2 1 13 151 LIMIT OF RK xc sr wga. s a k 7M a ems r xv a rte tx exa rxx x a z aux OM #Y1N 6Nd' •£ &SSfC i tiR� W9:F . R�7 LCW .fr. �! 1 U. L I 1 . go r Vis.:+` - ti.> `' F. r 'i' =FS �i �« Iia:.. 01110111 i L S R b N 3 34 13 11 `1 '3 -1 .00i42 1Q 14 w - (� �-^+ «,e•. ww .ou.. .,,... 8w 'J nw,.. 16 wr AVENUEi ewmr .rx» .ramro r-nen nxw .+an ®r ,ewe �+. w . 10 186 `M� 8 �f - . 189 190 191 4th 15 4 17 a1 1 �1 .1 3 5 2 11 3 15 47 10� 15 2 4 �1 T�� Tw1 /T-I\ T-2 55 3 1 3 15 3 15 47 151 151 Tw2 T® 1 �1 15 151 64 15 3 & P'f' l'e}r"6 Szii �P$ 2 'Y7lA` Y7eS II7.9 SLAT P^68 SE 1#E Sis' � :152 �.[ .. f �' $57d f •.. - �^ C' NS0.T £v3'7P.°C.:Ry'ouR«'k $siT, p,♦k h'ptGY M'F2' i :&63 iN$' $ Ayld StBi iGR R58 &'Zt *� gam, k y �.k 1k I•sY R- i � t �5 Cc LLJ .y "� 'i �'`. fib. * 4 %k y` LIMITIM $ T-R.. * w F w w m q w OCT 11 15 2 Q0.+ FF 13 13 i 5 a 1 C-1 �1 _1 4.� 1 w 14 3 31 - - �- NU 5 3 27 7 3 1 w 191 192 19;3 — — --- — .-. .-,.. W - 194 195 196 197 PLANT ING NOTES.-- PLANTING LEGEND:, ' QTY THIS I. CONTRACTOR SHALL.NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT LL-OUT BOTANIC AME COMMON NAME SIZE SPACING COMMENTS SHEET 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 TREES SPECIFICATIONS. All 2, CONTRACTOR SHALL,FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL.PREPARATION,PLANT PIT T-1 Pings canariensis Canary Island Pine 1 gallon Per Plan Standard 16 REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. T- Magnolia g.'St.May Southern Magnolia 15 gallon Per Plan Standard 15 3® CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL.UNDERGROUND UTILITIES,PIPES,STRUCTURES,. ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT,AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND FACILITIES. T- La er troemia x'Musk e' Crape Myrtle 4"Rax Per Plan Standard 6 4. NO PLANTING SHALL BE DONE UNTIL ALL.OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS SHRUBS 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 Sx1 Dietes bicolor Fortnight Lily 1 gallon 46"o.c. 171 INSTALLATION, FINAL LOCATION OF ALL PLANT I�IATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CI"T"Y'PRIOR TO EXCAVATION. 0 S-2 Juniperus s.'Tamariscifolia' Tamarix Juniper 5 gallon S'o.c. 0 a 6. TRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS SRO aVar3dula .'Otto wast' Spanish Lavender 1 gallon 36"c.c. 450 BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- CONTRACTOR, REPLACEMENT ITEMS SMALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS S-4 L..eucophyllum f,'Green Cloud' Texas Ranger 5 gallon S'ot. 6 OTHERWISE APPROVED BY THECITY, -5 Pennisetum s,'Rubrum' Fountain Grass 5 gallon 42"o.c. 54 7, QUANTITIES SHOWN ON THE LEGEND.ARE FOR ESTIMATE PURPOSES ONLY,FINAL.QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED, 8»6 Phlornis frubcosa Jerusalem Sage 1 gallon 42"o.c. 153 s. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREASARE S-7 Plumbago auriculata Cape plumbago gallon 10'O.C. 0 �C ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS AND DETAILS HEREON, urn 4 0 S-S Phormiurn tenax Tom Thumb' New Zealand Flax 5 gallon 24"o.c. 0 9. CLEAN-UP SHALL TRICE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. .� 8-9 Tulhaghla violaeea Society Garlic 5 gallon 24"o.c. 0 , 10, THE FOLLOWING SOIL AMENDMENTS SHALL.BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND 0 QUANTITIES SHALL BE BASET}ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED 5-10 tarda`�}+�� ite' I-a�ltarla Lultly r �Ilc�n 4 "t�.�, Q "� ' � ignore SOIL AMENDMENTS 15"`INTO THE SOIL AT THE REQUIRED RATES PER 1,t?t0 SQ.T=T. APPLIES TO ALL aI-IUL3 BEDS, �...� . W^ to 4 CY.NITROGEN STABILIZED SAWDUST 5-11 Juniperus Chinen is'San dose` NCN 5 gallon 6'o.c. 0 129 LBS GYPSUM 1 LBS GRO-POWER PLUS CROUNDCOVERS 11, SHRUB BED AREAS SHALL RECEIVE 4"LAYER OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND �C�ALE. "=2�` F CN 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 CSC-1 Holictotrichon s.'Sapphire' Blue Oat Grass 1 gallon 24"o.c, 477 APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SPECIFY WOOD CLIP MULCH 33,.AVAILABLE FROM: ARTESIA SAWDUST 13434 ONTARIO AVENUE MINES ONTARIO,CA 91761 TEL.{999 97-598;� FAX.{9 }92 -7 €�6 �f 1 Par�enoelssus trieuspldata story I 5 anon 15'o.o. 72 0SH`EET KEi` M A"P T T Lm I APPROVED CITY OF RANCHO CUCAMONGA S%YMBOL LEGEND HA VEN A VEN UE & 19 th S'TREE-1 TREES SHRUBS `MPR 0 MENPARKWAY I vE T ' CALL-OUT West side of Haven o ase Line to 10 Freeway SYMBOL CALL-OUT i r North sloe of .9th Street from Havey Ave. to C;�artilfa Ave. SYMBOLMaintenance m SIZE Landscape scapi aitens ce District Asn kn s: }u (gat./box) nderground ServiceA' lertQUANTITY QUANT ..:. ., _ t APPROVED BY. All ` � , DATE. Call- TOLL FREE CITY ENGINEER 24593 Y PLAN CROSS REFEwRE'N' "CES SIT 11) t ARCHIT F A 1 1 RC�t� 1-800 . �� a GPS LANDSCAPE ARCHITECTURE d FOR NOTES AND LEGENDS, SEE THIS T NG t _ .�_-a._ _ti _ .s fig.. t 10221- TASITE I TT FOR 422--,4133TI TAI T L- --�} -� : �. F. - -� , .� �- RANCHO CUCAMON A,CA 91730 FOR SPECIFICATIONS, PER CITY OF RANCHO CUCAMOGNA SPECS. KSM {9t 9 434 €3C)C3 FAX: (9t?9 484-2802OF 22 FOR II' CONSTRUCTIONT -4 � b � � ��. 34 CORRESPONDINGTWO WORKING DAYS BEFORE YOU DIGFOR IRRIGATION SES T L-1 1 03/05/07 / 3A"I .LOB INTO. 0649-5 y Willa MATCHLINEt ! SEE SHEE L- M 5 i 1 2 10 yS{{k(M.H...{j r l 12 j " r4 5 v Uj E31 s%:. cc ol-e All 0 5 a may, r■ p { y 1 F iyd [j -1 1 I 7 5 14 32 25 4 .R 3 4 e ��+g^ ��g �yr +p�^-�- ply;, �;:., § -5 15 q9- 5 7 1 &. 6 4 5� cif � �' "' C r LI WORK M.H } h tlFa# Fn'Ji'• !A:. ZJlYt dK'.E. Q.i v'41.E%'F�' 4if. $�.'I Mc«w^�. EwF`b°, � �'FS BU$ .. .4.�yuC'i.'. 7:& .f SL' LL y�y �`K summa Nrl'R. e'Ga e� Y,iQF KX+A '�k°du..RtAA^ ra illM .4� £jt p v tl' s, •f ��.,< ,:.,. ..M„ ,... ,,.,. ,—..,r x ~ �. }, in U. LIMIT IT LIMIT LIMIT OF WORK < W1 2 co < W b1 I 152 23 197 HAVEN AvENUE— - 198 I0 VENUE- 200 -. 203 PLANTING NOTE&. PLANTING "LEGEND. SYMBOL QTY THIS 1. CONTRACTOR SHALL NOTIFY THE CITYAND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT CALL-OUT BOTANIC NAME COMMON NAME. SIZE SPACING COMMENTS SHEET 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 TREES SPECIFICATIONS. . CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT Tw1 Pinus canariensis Canary Island Pine 15 gallon Per Plan Standard 9 REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. 3, CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, T-2 Magnolia g.'St.Mary' Southern Magnolia 15 gallon Per Plan Standard S ETC.,AND SHALL,TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO �'T TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND FACILITIES, TrS L.agerstroomia x'Muskogee' Crape Myrtle 24$'Box Per Plan Standard 0 4. NO PLANTING SHALL BE DONE UNTIL ALL tOPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE SEEN ESTABLISHED,THE PLANTING AREAS SHRUBS 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 S-1 Dietes bicolor Fortnight Lily 1 gallon 43"o.c. 91 INSTALLATION. FINAL LOCATION OF ALL.PLANT MATERIAL SHALL,BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 0 S-2 Juniperus s.Tamariscitolia' Tamarix Juniper 5 gallon S'Q.C. 7 6, CONTRACTOR IS RESPONSIBLE FOR ALL.REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE.AREAS 0 S-3 La and la s.'Otto Quasi' Spanish Lavender 1 gallon 361"Q.c. 93 BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- CONTRACTOR. REPLACEMENT ITEMS SHALL.BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS 0 8-4 Leucophyllum f.'Creen Cloud' Texas Ranger 5 gallon S'o.c. S OTHERWISE APPROVED BY THE CITY. 8-5 Pennisetu€n s.'Ruhrum' Fountain Grass 5 gallon 42"o.c. 34 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED, S-6 Phlornis fruticosa Jerusalem Sage I gallon 42"o.c. 61 8. 'WHENEVER SHRUI3IGROUNDCOVER 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 S-7 Plumbago auriculata Gape plumbagogallon 10 c.c. 4 AND DETAILS HEREON, S-8 Phormiurn tenax'T Thumb' New Zealand Flax 5 gallon 24"o.c, 0 tl 9, CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY, S-g Tulhaghia violacea Society Garlic 5 gallon 24"o.c. 0 10. THE FOLLOWING SOI/.AMENDMENTS SHALL BE FOR BID PURPOSES ONLY, FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL,TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED S-1D Lar�tan 'D�vart White' Lantana Cult�var gallon 43"'o.c. p SOIL AMENDMENTS "INTO THE SOIL AT THE REQUIRED RATES PER 1, SQ,FT, APPLIES TO ALL SHUB BEDS. d4 CY.NITROGEN STABILIZED SAWDUST S- furiprus Ghinessis'Sr �cs ' NN gallon S`c.c. p120 LBS GYPSUM 11 125 LBS GRO-POWER PLUS r�`3 UM t f 11 1-9,, GROUNDCOVERS 11, SHRUB BED AREAS SHALL.RECEDE 4"LAYER OF WOOD CHIP MULCH UNDER ALLALLTREES ALIO SHRUB$,AND BLEND INTO EDGES AT GROUNDCOVER AREAS,PURSUANT"TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE ML .CH, CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S GC-1 Heltctotrichon s,'Sapphire' Blue Oat Graffi I gallon 24"o.c. 174 APPROVAL PRIOR TO PURCHASE AND PLACEMENT, SPECIFY WOOD CHIP MULCH f3,AVAILABLE FROM; 1 8 ARTESIA SAWDUST 13434 ONTARIO AVENUE ONTARIO,CA 01761 VINES Dal 4 TEL.(909)97-5983 FAX.X969 923-72 ��. 1 Panther cxaiss cs tricuspidata ston gallon 1 'o.c. 72 SCALE.- 1 �20' OF CD, Stit=ET K"ElY MAP ..., T TO SCALE CITY DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA 0""'MBOL LEGEND '15 y HAVEN AVENUE & 19th S`TRErT TREES SHRUBSPARKWAY IMPROVEMENT CALL-OUT West side of Haven from ase Line to 210 Freeway SYMBOL CALL-OUT North side of 19th Street from Haven Ave. to Cartflla. Ave. SYMBOL SIZE ¢ Landscape ai a . e District No. all Underground Service Alert (gal./box) :<a QUANTITY QUANT/ .. ....meq � ''m" •'^"T9', , :,x� �.,t'�S:,yc..� m..b X-'�~ .,aF.' ... v �� t9..,.e. sever:tvw=,= hates a��r;s APPROVED BYE AT Calk TOLL FEECITY ENGINEER.. SCE No. 24593 PLAN CROSS REFERENCES 1St ARCH11 ww,800 GPD Fr T .� A 11C � LANDSCAPE ARCHITECTURE 6FOR NOTES , SEE THIS D SITE PLANNING 12 FOR 422-4133ti� 10221-A TRADEMARK STREET MITI .AIL T - ,� to - _ � � �;, �- � �� RANCHO CUCAMc�NA,CA 91?3tO FOR ATI IT'S A s Nn4��A. �f HAVENavr.:a:u KSM (909)484 .2500 FAX: (900}4 2502 OF 22 CORRESPONDING T TI PLAN � T L-T 1 � � , RI NO. F A 7 CORRESPONDINGFOR IRRIGATION PLA ET L.- I / JL f DATE ./COB NO. 9 17 10 7 151 8 VINE NOTE.TYPICALD V2 V-1 CONTRACTOR TO PLANT VINE ON D IDE OF WALL. KS-5r8-3 1 5 3 29 VINES SHORN ON BACK SIDE FOR CLARITY ONLY. 1 3 1 LIMIT OF WORK B r n 4M vnt m Wa a M LL LL ,5 i ss a >. s i 't 4 iAr D .a tt °•y` 's *,....y s a -•-n,,.n a„ LU1 4 a L" .. T- _F.. WORK LI-MIT0FWORK . 0 22 1 13 LU 2 co Uj HAV�- -- EN E— SECTION B-B,SEE DETAIL , t- 2. 203 204 ---- 205206 207 238 219 A�Jr b'ti°y PLANTING NOTES : PLANTING Y =5= LEGENDW SYMBOL QTY THIS 1. CONTRACTOR SHALL NOTIF`!THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONSWHICH PREVENT G L�-�3�1T RC}TA[�IO NAME OMMON NAME SIZE aPACINO 00�1�{ENTS SHEET INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND LIMIT OF WORK �' RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND TREES SPECIFICATIONS. 2, CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION{ PLANT PIT T 1 Pinus canariensis Canary island Pine 15 gallon Per Plan Standard 13 0 REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. Magnolia 'St Ma Southern Magnolia 15 anon Per Plan Standard 9 g ' a 0 Y ;{ ` 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF[HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE.REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY W < ........... DAMAGE OF SAID UNDERGROUND FACILITIES. T3 Lagerstroemia x'Muskogee' Orae Myrtle 24"Box Per Plan Standard 0 CC 4. NO PLANTING SHALL,BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE U. SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS SHRUBS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. 5, ALL.PLIANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO Sw1 Dieter bicolor Fortnight Lily 1 gallon 48"o.c. 80 LL INSTALLATION. FINAL,LOCATION OFALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE 5�2 Juni ems s.`Tar�ariscifc�lia' Tamarix Juniper anon I3'o.c, < 0 OF THE CITY PRIOR TO EXCAVATION. 9 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS 0 Sw3 Lavandula s.'moo Ouast' Spanish Lavender 1 gallon 36"o. . 113 Uj BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/CSR HIS UB- NTRACTOR, REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS 8-4 Leucophyllum f.'Green Cloud' Texas Ranger 5 gallon S'o.c. 0 OTHERWISE APPROVED BY THE CITY, 7, QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIESFOR PLANT S-5 Pennisetum s.`Rubrurrk' Fountain Grass 5 gallon 42"o.c. 1 . MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED, 8w8 Phlomis fruticosa Jerusalem Sage 1 gallon 42"o.c. 9 209 HAV'OEN AVENUE- 21 D 8, WHENEVER SHRUBIGROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE S-7 Plumbago auriculata Cape plumbago 5 gallon 1 'o. , 0 ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. 8m_8 Phormiurn tenax'Tom ThumU Nein Zealand Flax 5 gallon 24"o.c. 0 9. CLEAN-U2 SHALL TARE PLACE ON A DAILY!BASIS UNLESS OTHERWISE APPROVED BY THE CITY. S_g Tulhaghia viola a Society Garlic 5 gallon 24"o.c. 0 10, THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR.BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYKES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED 5-10 tana'Dwarf White' Lantana Cultivar 5 gallon 48"o.c. 0 SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT. APPLIES TO ALL SHUB BEDS. 4 CY.NITROGEN STABILIZED SAWDUST 5-11 Juniperus Chinensis"San dose' NCN 5 gallon 5'o.c. 0 129 LBS GYPSUM 125 LBS GRO-POWER PLUS 11. SHRUB BED AREAS SHALL RECEIVE 411 LAYER OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND CROUNDCt3VER5 INTO EDGES AT GROUND VER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH, CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S CC-1 Helictotrichon s.'Sapp ire' Blue fiat Crass 1 gallon 24"o.c. 30 APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SPECIFY WOOD CHIP MULCH#3,AVAILABLE FROM: ARTESIA SAWDUST 13434 ONTARIO AVENUE VINES . ONTARIO,CA 91761 TEL.(909)97-5983 FAX,(909)923-7208 V-1 Parthenocissus tricuspidate Boston Ivy 5 gallon 15'o.c. 27 t Urn CO �TgSG�p� zgn re 7--�1 Dag 4 SCALE. 1" 20' 111 SH"EE"I"" KEmmY MAP NOT TO SCALE CITY DESCRIPTION OF REVISION DATE CITY OF RANCHO CUCAMONGA 9th S TR `E SYMBOL LEGEND HAVEN AVENuE & .1 E I TREES SHRUBS PARKWAY"' IMPROVEMENT CALL-OUT West sideof Haven from ase Line to 210 Freeway SYMBOL CALL-OUT g North side of .9th Street from Ha. Ave. to Camilla Ave. SYMBOL Landscape ai t nonce District No. SIZE U° (gal./box) QUANTITY UANTITYUnderground sce Alert PLANTING PLAN HAUVIN AVENUE HAVEN AdENUC, APPROVED BY, DATE. Cale TOLL FREECITY.ENGINEER e � ��» 24593 PLA'a N CROSS REFERENU`ES °c.!+A'r f�'''"��l/`�`j�"''��^`�[''" '��'"''"(��✓'Q' I .LL+t.l�t��,..�1}•�..r"JMRf.+' A a�.T N 14 E •i [ t 1 ow,800 , � T LANDSCAPE ARCHITECTURE FOR NOTES AND LEGENDS, SEE THIS SHEET SITE PLANNING 10221-A TRADEMARK STREETDETAILS, SEE SHEET Lw FOR PLANTING 422-4133 FOR RANCHO CUCAMONGA,CA 91730 CAT/ IT`S rt.at A mkt fi r�ha ,h1E ttJc (9CQ)484-2800 84«2S00 AX. (90 9)4 828 2 KSM OF 22 FOR CORRESPONDING CONSTRUCTION LAS SEE SHEET LM NO. 4 t TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDINGIRRIGATION PLAN SEE SHEET L- 11 .. L. Icla. CP PROJESHEET A0 OF 4A a CT PLANTING NOTESS S 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH 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. Uj I 2, CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. r-GC-IN 1__8__8 11 GC- 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL.UNDERGROUND UTILITIES,PIPES,STRUCTURES, 3 8 5 8 6� ETC.,AND SHALL TAKE SIDLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT AT NO ST TO THE CITY ANY DAMAGE OF SAID UNDERGROUND FACILITIES, T- Yt r I 4. NO PLANTING SHALL.BE DOME UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS C3 HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. - `=: ALL.PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO :<,x= . INSTALLATION, FILIAL,LOCATION OF ALL PLANT MATERIAL SHALL,BE SUBJECT TO APPROVAL BY A REPRESENTATIVE v, lti OF THE CITY PRIOR TO E: CAVATION. 3. �=ksi t. 01iil&lllllQ!�l:%j ! 0 .w CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT O ANY DAMAGED LANDSCAPE AREAS ` , s 6, BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS w4 . . . . x...x ..v.,... ,,. ..x,&":•�Y.` .o.,x ....„ ,...>.3.x. m <. OTHERWISE APPROVED 13Y THE CITY ` 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED-S IAL.L BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. . . W I LU rn INN== WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADED IS REQUIRED,PURSUANT TO CITY STANDARDS WORK AND DETAILS HEREON. A 9. CLEAN-UP SHALL,.TATE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. 00 2 " ... 4 6 10, THE FOLLOWING OWING SOIL,:AMENDMENTS SHALL,BE FOR BILI PURPOSES ONLY, FINAL.SOIL AMENDMENT TYPES AND F`. QUANTITIES SHALL.BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED LIJ -9 SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SO.FT. APPLIES TO ALL SNUB BEDS. 9 4 CYo NITROGEN STABILIZED SAWDUST -b .1 9th REEI 120 LBS GYPSUM ". --� �. , — _---_—__ 125 LBS G'RO-POWER PLUS 8 9 11, SHRUB BED AREAS SHALL DECEIVE 4`r 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, ARTESIA SAWDUST 13434 ONTARIO AVENUE ONTARIO,CA 91761 4 TEL,(909)97-5933 FAX.(909)923-7208 60 C-'I Mw=ftl5 5 2 5 5 10 5 f c - . M PLA NTI N(31, LEGEND SYMBOL QTY THIS 5 5 6 7 4 A 1 CALL-OUT BOTANIC"t.NAME COMMON NAME SIZE SPACING COMMENTS SHEET W OA_ LI.MIT OF WO K LIMIT OF TREES LL AT Ar T-1 Pinus canariensis Caner Island Pine 15 gallon Per Plan Standard U T-2 Magnolia g,'St.Mary Southern Magnolia 15 gallon Per Plan Standard D I ild I N te &MW A T-3 Lagerstroemia x'Muskogee' Crape Myrtle 24"Box Per Plan Standard 15 L� LIMIT OF SHRUBS T_ S-9 0 24 A S-1 Metes bicolor Fortnight Lily 1 gallon 43"o,c, g .1 0 S-2 Juniperus s,'Tamariscifolia' Tamarix Juniper 5 gallon 8'p.c. B w 12 6 6 5 1 0 S63 L.avandula s.'Otto C st' Spanish Lavender 1 gallon 35"o.c. B `- ' - 9-LhSTRE[Hm -� S-4 Lieucophyllum f,`Green Cloud' Texas Danger 5 gallon $ o.c. 0 1 SECTION C-C.SEE DETAIL 1,SH T L- 2. , 7 5 S-5 Penniset im s.'Rubrum' Fountain grass 5 gallon 42"o.c. 12 8-6 Phlomis fru cosy Jerusalem Sade 1 gallon 42"o.c. g S-7 Plumbago auriculata Cape plumbago 5 gallon 1 `o.c. 0 0 8-8 Phormium tenax'Tom Thumb' Now Zealand Flak 5 gallon 24"o.c. 77 rt S-g Tulbaghia violacea Society Garlic 5 gallon 24"o,c, 67 S-18 Lantana'Dwarf White' Lantana Cultivar 5 gallon 48"o.c. 79 5-11 Juniperus�Cbinensis'San Jose' NCN 5 gallon 'o,c. 18 GROUNDCGVERS GC-1 Helictotrcc°.hon s.'Sapphire' Blue flat Grass 1 gallon 24"o.c, 83 ' VINES -1 Parthenocissus tricuspidata Boston Ivy 5 gallon 15'o.c. Q XkDSCAPkp urn Fgn ure�`" —31 8 Da i F SCALE. 1if^^20 SIl"EtE""I" K`EY MAP NOT TO SCALE q CITY DESCRIPTION OF REVISION DATE PROVED CITY OF RANCHO CUCAMONGA SYMBOL LEGEND HAVEN AVENUr"T & _109th STREATF7 }5 P �a4 b li TREES SHRUBS PARKWA Y CALL:CUT , SYMBOL CALL-OUT r West side of Haven from Baseline to 210 Freeway eway SYMBOL SIZE ort s1 e f Street from . aveAve. to artilyAve. '� Pm underground Service Alert QUANTITY QUANTITY � a � , .. .... e Z� PLANTING PLAN AVENUE HAVEN AWNVETIT- APPROVED BY, c DATE: TOLL FREE Calk -CITY ENGINEER RCE b No. 24593 PLAN CROSS REFERENCES RU-10M E ARCHITERRA DESIGN GROUP 1--w800 6 �. � LANDSCAPE ARCHITFOR ECTUREFT , THIS T SITE PLANNING 422,-4133 TFPLSTISTAIL , TM 10221-A TRADEMARK STREET sjjEh r RANCHO uCAIONA,CA 0 FOR SPECIFICATIONS, P TY A . HAVEN �v� ri�Ff a�r�u KSM (909) 4r--2,300 E,4 X: (909)484-2802 OF CORRESPONDING 22 FOR TWO WORKING DAYS BEFORE YOU DIGT T 7TTIECI NO, 2834 IRRIGATIONFOR CORRESPONDING FF SHEET L-14 L`►�TI. , 03/05/07 JOB NO. 9- OJT NOTES: It 1. REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOTBALL. STORM DRAIN/ CATCH BASINRCR 2. STAKES TO BEPLUMB AND UNDERGROUND PAPALLEL, UTILITIES STAKE TREE PERPENDICULAR TO PREVAILING WIND, N SIDEWALK MIN. NARCISCAPIN (CONCRETE HEADER, kj UTILITY E CURB&GUTTER,SIDEWALK,ECC.) A"OF COMPACTED WOOD CHIP - S.1 19L S - ONE HALF OF SPACING; MLCN> - _ REQUIREMENT' FINISH SOIL GRADE ` LIMIT OF PLANTER AREA METER iCY �x TOP TIE TO BE PLACED AS 1 ' MI MIN. LOW AS POSSIBLE ON THE7i{�i�TLYCQPvtPACT1 D 3BERM TO FORM " CURB AND GLITTER TRUNK TO ALLOW TREE BIT TOP OF STAKES BELOW _ DEPRESSED WATERING BASIN, M€�. NOT 80 LOW AS TO LOSE HEAD OF TREE WHERE TOP OF ROOTBALL TO SUPPORT OR ALL OW SPECIE'S GROWTH HABIT PERMITS, 4"WOOD CHIP MULCH, a MAIN TRUNK END?'ABOVE THE HEAD7O DROP. rNO WOOD CHIP MULCH SHOULD BE FINISH GRADE PLACED OR ALLOWED TO REMAIN OVER THS.ROOTBALL �. P, �2SEI"S OF CINCH TIES SPACED�4" ~ � � `" ART'.CONVEX SIDE AGAINST TREE FINISH GRADE � TRUNK.ATTACH WITH GALVANIZED SIDEWALK SCREWS TO V LODGE POLES, FH DRIVE S.L. 12"MA?{, O DIA.LODGE POLE BINE STAKES ® � APPROACH WITH WOOD PRESERVATIVE STAIN, DRIVE MINIMUM OF 6'INTO 1 UNDISTURBED SOIL AND POSITION � SHOVEL CUT EDGE COMPACTED CURB AND 5' TCS STAKES OUTSIDE ROOT BALL, DISTANCE EQUAL TO THE DISTANCE EQUAL TOTHE NATIVE SOIL ON CENTiWI?SPACING ON CENTER SPACING. ROOT BALL OF SPECIFIED SHRUB OF SPECIFIED SHRUB' iIN. MIN. GUTTER aI. . MiN. TOP OF ROOTBALL TO>"x-i°END 2' UNDERGROUND 'TIGHTLY COMPACTED 3"BERM ABOVE FINISH GRADE. DISTANCE EQUAR-TOTFfE ON CENTER STRUCTURE R, T't EDEN WATERING BASIN FOR PLANT'PIT TO BE 2}TIMES THE SPACING OF SPECIFIED SHRUB, a TRANSFORMER VAULT, RESIDENTIAL AND GROUND COVER PLANT PIT'TO BE�2�}TIMES THE W#DTH C�FTHE RC�C3I'#TALL. UNLESS SPECIAL CASE AS DESCRIBED INSTALLATIONS,LOCATE OUTSIDE WIDTH OF' RCTC}i HALL,NO OF PLAIT PIT,BERM iN TURF WOOD CHIP MULCH SHOULD BE IN NOTE 4,BELOW. AREAS TO BE REMOVED PRIOR PLACED OR ALLOWED TO REMAIN NOTES: NOTES, TO CIrf ACCEPTANGi, OVER THE ROOT BALL. •1. TREE SPACING SIRAI_LCONFOR#�TL3 PLANS APPROVED BY THE CITY ENGINEER, NOTE. 1.PRIOR TO PUCRCHAS LACEMENT OFTHE MULCH,THE CONTRACTOR SHALL , ALL TREES IN THE R.0,W,ARE SUBJECT TO LIME OF SIGHT 1. ALL SHRUBS ANIS GROUND COVER TO BE PLANTED AT EQUAL. SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL, CRITERIA AS APPROVED BY TRAFFIC'ENGINEER_ '�,� �W� YwM� NATIVE BACKFILL WITH NO SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON Z MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLANS AND BLEND ROCKS GREATER THAN 3' PLANS:SEE LEGEND FOR SPACING REQUIREMENTS. INTO EDGE AT GROUND COVERAREAS, S MAINTAIN 5 SET FROM CENTER C�FTREE TC31 DE OF ALL UNDERGROUND 0 DIAMETER. 2. WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR 3.MOISTEN MULCH AFTER INSTALLATION TO ASSIST`IN COMPACTION. FACILITIES.IN ADDITION MAINTAIN FROM CENTER OF TREE TO ALL UTILITY ARBOR GUARD IN TURF UNDISTURBED NATIVE SOIL aiMl Tf AWNED WATER�SEWER LATERAL ONES. AREAS AND FRONT YARDS. LAR LIMITATIONS,ALL SHRUBS AND GROUND COMER 4.NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING ALLOW D TO,REMAIN THERE. 4, TREES SHALL NOT HE LOCATED ON PROPERTY LINES.MAINTAIN APPDX#I¢itACErLY "HAI NATIVE R4GI�FILf,WITH �, FRC1Ni SIJCI•I LIMITS,SEE LEtai�NCi FOR SPACING RE€�i;#IF3EiE�P'TITS. 'FROM CENTER QF TREE Tse EITHER SIDE OF PROPERTY LINE. r, NOTES: � TH ROOM GREATER 1,UNTANGLE MATTED ROOTS Wt LOOSENING ALL AT EDGE 3. SPACING R UIREMENTS SHALL GOVERN THE FINAL QUANTITIES o THAN 3"L1IA. OF PLANT MATERIALS-PLANT QUANTITIES INDICATE€ ON THE 5. STI? TREESARE SUBJEC T T€'3 INSPECTION AND ACCEPTANCE B`f THE v OF ROOT BALL,DO NOT CRACK ROOT BALL_ r- ENCzINEERi`VC�DIVISION, LEGEND ARE ESTIMATES ONLY, 6. STREET TREES SHALL.,BE PLANTED AND STAKED ACCORDING TQ"TITS CITY £ NATIVE.SOiL UNDISTURBED STANDARD PLANS. 8 (0 4, WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS trr �; SPECIFIED ABOVE,LENGTHEN THE SPACING PAF3ALLELTO � { SIDEWALK,AFTER APPROVAL OF CITY INSPECTOR, CITY OF RANCHO CUCAMONGA, CALIFORNIA t DOUBLE STAKED TREE !1 CITY F Ai .II* I I FCALIFORNIA � . ik 9 f£2JVET3F3Y; TFNDAROPLAN 6APPROVU,Ve;W TREE PLACEMENT5FRi4Cv t10EfSB E APRT£V�Ct�Y: CS t! 7 STANDARD PLAN 16 Ct) 5 GAL �{ � CONTAINER PLANTING SHRUB AND GROUND COVER STn33t�nRG F'Lfild #1) /p�.y I0.T l c11Tti Ariir4 CSP£C Is:R7KSSiCi�FLLIMK6{S^fiA57f?�uilC{S BOX 502 W OR @ MULCH INSTALLATION C YftdUi?f'4? Il." F.C..E. 2*tCf.JJ StiL'E7'^;C1F'f DAt�: i�SMV4"f7ffaTAd•!!?e�R�SP'r,C#FI!:kP:i7aFf5}2SS,S.tCVill;IE,SCL1tsa3n^Lt1w'PfCtJ Ci4' 506 SPACING 508 Ln YNCxJkkFt r� . 509 RICE 24°,. 5 SHEET 10!"1 W DAXE tiSENrrYti:;TtWfia&tf3;tk:CWKR4l0N,'SIDPTASM,r,tn RK I,CONSTI,,IjC,Tli(YI � C)TY6,N£;INFT:k P C.E, 24953 � S4'iUO'I CF I d.l,E Dzai� 0SE Vt1rN MAFaMRO at'cT�&',.1:Y9�3T4.i POR rPopll iC L2C}kiS^,a t"11411TRUCIT[ON, t1S CITY Ski NEEP, ;,7A:» E35�»Y�CFi ST�.tdURi?Q Sk��UrK.'�".AYuJ45 FOR�t7fi:IG VtgRY'>r'QN'a^?{?'s 94"l K`it•F c.. 2 ,3 Gs�Et< 2.4 �x;OF 5 N.T.S.TREE PLACEMENT P-qRUB SPACING MULCH` LAYER TREE PLANTING Sll"RUS PLANTING,,,,,:,,,,,,,11,,,,,,,,,,-- -', Off SCALE: N.T.S. SCALE: SCALE: N.T.S. SCALE.' ,T« . cc CC W It ki)f A. A cc A � �t .•}4 '<r `1 l.. --1 a,x r v.. / 4.n �s �F Ig�PROPERTY f �Y i�€..L.. , I 1 Et�6E.. $�PROPERTY .. SIDE ,�.`• .' :'=.;=n..,...":> ';'; gag SEP WALL HIGH P WITH VINE CSN PROPERTY SIDECr � F PARD Er� PLANTER fitI3E HAVEN AVENUE YIR VARIES SII3E WIDTH MARIE I TH "LANTE HAVENAVENUE Arlt VARIES IDE VARIES WALK ECTIONA—ArHAVEN AVENUE SEu0s'%Tl0N 'B—BHA'VEN AVENUE F SCALE: USED 'A � coo 0 I Ila re cc OF 0 u �. • \ '------------------ 1 ALL t a. cc=> DESCRIPTION OF REVISION p CIT` ' APPROVED ' sMaa � SIDE PARI WALK WAY CITY OF BA,NCHO CUCAMONGA HAVEN A VENUE & I 91th STREET P A OR"'&K W Al" I M P Ru"'V E ME`q N T West side of avers from ase fine to 2`10 Freeway North side of* I, th Street from Flaven Ave. to CaRrtilla Ave. Landscape Maintenance District o. I PLANTING DETAILa SEU I ION 'C—C' l 9TH STREET APPROVED BY. DATE* CITY ENGINEER a� �! 5 SCALE. 93 f _ . DESIGN M ED ARCHITERRA DESIGN GROUP LANDSCAPE ARCHITECTURE SITE PLANNING DRA RANCHO qp 10221—,�A TRADEMARK AFtE(py�STREET�•t , r 30 KSM mom (909)484-2,800 FARC. (909)484-2802 0 K RLA 5� . � WING NO. •� ET SHEET