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HomeMy WebLinkAbout1705-LDEVELOPER/OWNER LANDSCAPE ARCHITECTUR. AL PLANS Catellus Develoment• CorporationpMEDIAN ISLAND LANDSCAPE IMPROVEMENT PLANS EOR MILLIKEN AVENUE 4000 Westerly Place, Suite 200 BETWEEN FOOTHILL BOULEVARD AND ARROW HIGHWAY Newport Beach, CA 92660 Jerry McKee Catellus Master Plan DR 99-11 Parcel Map # 15295 (949) 251-2366 LANDSCAPE MAINTENANCE DISTRICT NO. 3b VICINITY MAP GENERAL NOTES SHEET INDEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. L1 Title Sheet L17 Planting & Irrigation Details 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. OT"T ,, 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L2 Hardscape Plan L18 Landscape Irrigation Specifications SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L3 Hardscape Plan L19 Landscape Irrigation/Planting Specifications 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. L4 Hardscape Plan L20 Landscape Planting Specifications 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT Foothill Blvd 1-800-442-4133 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L5 Hardscape Plan Arrow Hwy. 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. L6 Hardscape Plan 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER. l L7 Irrigation Plan jSt g B 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 LV Irrigation Plan WIDE FLAT AREA AT THE TOE OF SLOPE. s 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L9 Irrigation Plan ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL OFCONCLUDE CITY IM IMPROVEMENTS. MAINTENANCEO SHALL INCLUDELMOWINGG, WEEDING, IRRIGGATION,COLOR, FLOWER COLOR,ERALL PRUNNG,NRASNG HEALTHTREE ROOT AND"BALLS WHICHILSETT EPTANCE BELOW L10 Irrigation Plan N San Bemardino Fwy (I-10)Not GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER L11 Irrigation Plan to Scale COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. L12 Planting Plan 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525. L13 Planting Plan 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: ` BETWEEN CITY -MAINTAINED TURF AND CITY -MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS L14 Planting Plan * BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 6" DEEP CONCRETE HEADERS * BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS L15 Planting Plan 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 L16 Planting Plan FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. MAINTENANCE RESPONSIBILITY MAP 14. PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: CONSULTANTS + PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. s 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. s ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. EMERALD DESIGN PCA LANDSCAPE ARCHITECT CIVIL ENGINEER NTN 305 N. Harbor Blvd, Suite 218 151 Kalmus Dr., Suite M-2 Not to Scale Fullerton, Callifornia 92832 Costa Mesa, CA 92626 Charles Lamb R.L.A. Hayward Pardue R.C.E. J (714) 680-0417 (714) 241-3400 sheet 14 ___- _ Sheet L9 Sheet L14 Sleet 13 'I Shed LZ Sheet L8 _ -- L Sheet L7 Sreet L13 Sheet L12 - Shtet L6 LANDSCAPE QUANTITIES e Sheet L16 C v vL 1 f - Sheet LS Sheet , I' -�� - SheetLIO 15 �,1 LANDSCAPE MAINTENANCE AREA ! 17,185 S.F. - NON TURF LANDSCAPE AREA • 0 S.F. - TURF R' AREA 04APPROVED: DESCRIPTION OF REVISION DATE CITY 1043 S.F. - HARDSCAPE AREA (53%) � 369828 S.F. - TOTAL AREA 40 CITY OF RANCHO CUCAMONGA O � O 0.85 ACRE - TOTAL AREA �..� MEDIAN LANDSCAPE PLANS MILLIKEN AVENUE STREET TREES.. MILLUCEN AVENUE �.., U > Title Sheet RANCHO CUCAMONGA 20 PINUS CANARIENSIS - CANARY ISLAND PINE 18 LIQUIDAMBAR STYRACIFLUA "FESTIVAL" -AMERICAN SWEET GUM CORPORATE CENTER APPROVED BY: DATE- 41 1OSCAP& CITY ENGINEER RCE: 24953 ON`s DESIGN P" EMERALD RECOM NDE r o � v s1,w .uta g "4 Am * oa►�txa�r�i.�000 * DRAWNo D o E o S 1 o G o N SHEET OE 305 N. Harbor Blvd, Suite 218 Fullerton, Callifornia 92832 680-0417 L1 of 20 CALIFOP�� CHECKED (714) DRAWING NO. R.C.E. NO / 1705--L DATE ME NO 0 I � \ N C! � . 3513 I �--- - 22.5 —� 21 Key rasp N®RTH Not to Scale N00`32'1 0"W 22 O' O! t ' c?) 12" Water Line L Milliken Ave. 24 U W �el� Baa tease rm� mea nwv� u�+s �e ®.s �� �m a: a �a �a •�� fie.=-� ��� 6.x �' ��� / O) -O 0 n- — O U Cobblestone U Q Concrete curb per civil engineer's plans. 7"-12" Diam. 50% M ® Reinforced eoncretel2" dia. drain box a N00°32'10"W i 0 BENCH MARK S.B. CO. B.M. SPSN 01084 ELEV. 1013.489 A 1" BOLT TOP OF CURB N. SIDE "G" ST. 500'+/- E. OF C.L. DAY CREE< CHANNEL; VE. END W'LY. DR. TO 5125 "G" ST., 0.9 MI. W. OF ETIWANDA. m CO N M e— CO + + N N Catch basin to be connected to storm drain. Refer to civil engineers plans for further details 36" 4� 36" 4� } _ y0 10 � Begin Transition from Crown 10� � 1 i to Swale I 'tion 0 Finish Transi to Swale 6" Water Line � Install Cobble per City Standard Detail 542,Case 1 6" Water Line Cobblestone M Q Concrete curb per civil engineer's plans. 7"-12" Diam. 50% 12"-24" Diam. ® Reinforced eoncretel2" dia. drain box N N N00°32'10"W i 0 BENCH MARK S.B. CO. B.M. SPSN 01084 ELEV. 1013.489 A 1" BOLT TOP OF CURB N. SIDE "G" ST. 500'+/- E. OF C.L. DAY CREE< CHANNEL; VE. END W'LY. DR. TO 5125 "G" ST., 0.9 MI. W. OF ETIWANDA. m CO N M e— CO + + N N Catch basin to be connected to storm drain. Refer to civil engineers plans for further details 36" 4� 36" 4� } _ y0 10 � Begin Transition from Crown 10� � 1 i to Swale I 'tion 0 Finish Transi to Swale 6" Water Line � Install Cobble per City Standard Detail 542,Case 1 6" Water Line Cobblestone Sizing Schedule: Size Cobblestone Notes Q Concrete curb per civil engineer's plans. 7"-12" Diam. 50% 12"-24" Diam. ® Reinforced eoncretel2" dia. drain box 1. Hand Place on Concrete Setting Bed with Flatter Sides Up to Form a Unifcn-n 00 Surface in the Drainage Bed. set in concrete subbase. Christy #V-1 2. N with # 71C213 grate. +I Drainage Course. Depth of Stone Embedment for freestanding boulders to be no Less Than 2/3's Q Graduated sizes of local, river run granite the Diameter of the `.onc fi r Sizes Larger -1 h -.r 2.. Diameter. stones, installed in the following two step N N process: See detail (Sheet L3) I N a. 24" wide 'drainage course' in central portion CONSTRUCTION LEGEND: Cobblestone Sizing Schedule: Size Cobblestone Notes Q Concrete curb per civil engineer's plans. 7"-12" Diam. 50% 12"-24" Diam. ® Reinforced eoncretel2" dia. drain box 1. Hand Place on Concrete Setting Bed with Flatter Sides Up to Form a Unifcn-n Surface in the Drainage Bed. set in concrete subbase. Christy #V-1 2. Provide Less Unitbrnity as Stone Graduates in Size and Placement Awa, rim with # 71C213 grate. I 3. Drainage Course. Depth of Stone Embedment for freestanding boulders to be no Less Than 2/3's Q Graduated sizes of local, river run granite the Diameter of the `.onc fi r Sizes Larger -1 h -.r 2.. Diameter. stones, installed in the following two step For Sizes 4--12", No Greater than 1'3 the Diameter process: See detail (Sheet L3) 4. Compact Sub -grade to a Hard. Firm. Unyielding Surface Smooth and True tc -Ane a. 24" wide 'drainage course' in central portion and Grade: Test for required compaction prior to Placement of Rockwork. 5. Contractor to Provide Sample Rockwork Area (at Least 10 Lineal Feet) Se; of of rock area using 6"-18"diameter stones. Prior to Construction of Cobblestone Inlay. City Inspector has Final AFa:c .'r=] of Rockwork. b. 'Perimeter' areas to be 6. Adjust Planter area Grades to Flow 2% Min. into Drainage Course.(Typica.) 6" to 12" diameter stones. 7. Grade Planting Areas so That Finished Grade Ends up 4" Below Top o Ac jacei -t Curb and Rockwork to Allow for 4" Shredded Bark Mulch Layer. ® 6" to 8" local river run granite for "nose" portions 8. Where Not Curb -Adjacent Drainage Course to Maintain Average Depth of 12" of medians to be crowned in middle. See detail (Sheet L4) with Variations to 10- or 14" as Approved by City Inspector. (Obtain River Run Granite From Local Rock Quarry, No Native Field Stone) A 9. The 2' Wide Drainage Course Width is Provided for Bid Purposes Onl,...4-tu Installation in the Field Shall Allow for Natural Appearing Fluctuations in A i 1-th © Boulder placement per detail, sheet L3. Final DIC1 i, CALL From 1 '/z' to 2 '/2' Wide or as Directed as by the City Inspector. locations to be determined in the field by ' v � BEFORE 10. The Elevation Relative to Top of Curb of the Swale Centerline Shall also City (size 2 to 3 dia.) Fluctuate so as Not to Appear Chute -like or Engineered. Refer to Sections or YOU DIG Allowable Ranges. NOTE: 11. 1,800,227m2600 Rocks Shall Be Smooth Rounded and Free of Objectionable Disfiguratio_ls or Excessive Iron Content. shall be required to obtain a Current -Contractor 12. All Spaces Between Stones Shall be Filled With Class 'D' Mortar. 1 Pa; -t C err ent agronomic soils report prior to construction of to 2 '/2 Parts Sand 2000 PSI Portland Cement Concrete. No Dry -Pack Will �)e medians. Contractor to Provide a Copy to City Inspector & Landscape Architect Allowed. Cobblestone Sizing Schedule: Size Percentage 4"-6" Diam. 30% 7"-12" Diam. 50% 12"-24" Diam. 10% 24"-36" Diam. 10% Note: See Detail Sheet For Graphic Representation SEAL * i�J1ll0USr1,,11M !3 C� �f� p41E 9rFOF CAl1F4� GRAPHIC SCALE A 0 /0 20 b ( IN FEET) 1 inch = 20 ft. so CITY DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA MEDIAN LANDSCAPE PLANS Hardscape MILLIKEN AVENUE Plan RANCHO CUCAMONGA I Approved by Civil Engineer PREPARED UNDER T111 SUPERVISION OF: DESIGN .5-A14 DRAWN I JW I CHARLES S. LAMB #3098 CHECKED I CL I CORPORATE CENTER 22:p. HCl ! . JIFi _J - _W:W"q jt:;C- _Iff—_1 AE -30 M-00en C:)0 o IF= o S o I — 30S N- I Inrl-sc,r rll%•d. Suite 21 R 1Ttelle'rtc-ty. 92Iii2 X714) F,.4(1- 14 1 7 DATEc;r 4h R.C.E. NO. 2453 RECOD -ViENDED SHEET E2 OF 20 ' DRAVdING NO, 1705- L Project Sheet No. 3q _of 19 key map NORTH Not to Scale 1 Sheet L4 Sheet L9 - -- Sheet L14 — - - Sheet L3 '` _- ,,,,.,K • _ - Sheet L2_ Sheet L8 Sheet L7 Sheet L13 Sheet L12 Shelet L6 She Sheet L16 - Sheet L5 _ ------r Sheet L10 Sheet L15 i r LANDSCAPE MAINTENANCE AREA- 19 REA BENCH MARK S.B. CO. B.M. SPSN 01084 ELEV. 1013.489 A 1" BOLT TOP OF CURB N. SIDE "G" ST. 500'+/- E. OF C.L. DAY CREEK CHANNEL: 1' E. END W'LY. DR. TO 5125G" ST., 0.9 MI. W. OF ETIWANDA. Locally available decorative boulders - _ 24"-36" per construction plan - f set 113 below finish grade CALL BEFORE YOU DIG 1.604.227.2600 Finish Grade ,�� = ylrf= Ylu�l 711 90% Compacted Earth BOULDER PLACEMENT DETAIL M tY UAOO CI.-%_111.b� C co CD ` � O�0' � + N co Co '�' 0 N N� SEAL GRAPHIC SCALE ( IN FEET) 1 inch = 20 ft. lilllillil,� -�11LL11JLli� - , M CITY DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA ME=DIAN LANDSCAPE PLANS Hardscape MILLIKEN AVENUE Plan RANCHO CUCAMONGA CORPORATE CENTER Approved by Civil Engineer PREPARED UNDER THE SUPERVISION OF: DESIGN DRAWN JW CHARLES S. LAMB #3098 CHECKED CL 01 op DATE eiv R.C.E. KO. 24953 RENDED Q:, SHEET L3 o IE—= o S o / o C" /V OF 20 ' 303 N. 1 laartac,r 131vd. Sa$it" 2 1 of DRAWING' 1,40. I atllurtcsn, C'„Ilili.rniu CA2832 1705- L Project Sheet No. of key map Reinforced concrete, 12" sq. catch basin. through concrete subbase. See engineers' plans. 4" Deep mulch.— Where Occurs I Sheet L4 E Sheet L9 Sheet L14 Sheet L3 t Sheet L2 Sheet L8 Sheet L7 Sheet L13 Sheet L12 - i _ i --- - --__�_ -- Sheet LS Sheet L10 Sheet L15 ! i LANDSCAPE MAINTENANCEI AREA NOUR Not to Scale M � I iI o ►rnLL110E►'� A�JE - --- - --- -- - -- 8 I r I Sheet L6 Sheet L11 Sheet L16 Graduated sizes of local, river tut granite stones, in the following process: Grade Medians Set boulders greater than Vin soil to 1/3 depth - Set T ave. wide drainage course in concrete (4" to 6" stones) 2/3 deep min. - Set perimeter stones (7" to 12") in concrete, tying in pre -placed boulders (excluding those which are freestanding) 2/3 embedment 4 _ I = Boulder placement per detail. a 'l Al Graduated sizes of local, river tut granite stones, in the following process: Grade Medians Set boulders greater than Vin soil to 1/3 depth - Set T ave. wide drainage course in concrete (4" to 6" stones) 2/3 deep min. - Set perimeter stones (7" to 12") in concrete, tying in pre -placed boulders (excluding those which are freestanding) 2/3 embedment BENCH MARK S.B. CO. B.M. SPSN 01084 ELEV. 1013.469 A 1” BOLT TOP OF CURB N. SIDE "G" ST. 500'+/- E. OF C.L. DAY CREEK CHANNEL; VE. END W'LY. DR. TO 5125 "G" ST., 0.9 MI. W. OF ETIWANDA. ■ I / / / 6"W / 1v Catch basin to be connected to storm drai � «-+ / Refer to civil engineers plans f_01 -further ails, i Finish Transition - to Swale N 0 Begin Transn from Crown to Swale 241,0, Cobblestone Stream Bed —/ A5 36"0, � / / � 1 Typical Meandering / �j1 with Catch Basin -SECTION "D" - dee gheet L2 &This Sheet 36"� / / 24„ / Swale24"�o 24„� 1 / ° 05 2499 / GG / 36„� / N1 J U cs p. C �. --, _� � 24„� ,1 VWX1 ” to 36 24 / 36,,E CCowo / 24",c� TCa�sit�on f Com / / 24 (� C./ / 0 _ M„ o' / / 4 N� o / V)24 _� _ - „� / y 4) - O ;° / 1 24” U 0'79 3510 ' /)! IIS lil 11 0 3" Min. Concrete Bed Concretejjj1—"'— 8” for 12' Wide Nose Graduated sizes of local, river run granite stones.. 4" to 6" with occasional Section — Nose Q. ove'w zed stone. Concrete curb per city engineers' plans. SEAL Q 9" Average depth range 8" to 12" / Q as approved by city inspector. 4" Deep bark mulch. J,tIDSCgp� O� Concrete to be 3" min, setting bed and be class 520-D-2500. I 441e 4" Maximum B __ _ -- _- =IT�I�ill!r=11111u1111 i11 %PP _ r I1I1U-1 1111 cAuFo���� Generally 7" 'i III li�l ��1`�� V Compacted sand subbase. Approved by DI CALL 12" cobbles Civil Engineer Swale with boulders 2' Drainage BEFORE I r Ian. coursep_ PREPARED UNDER THE SUPERVISION OF: DESIGN YOU D i G M_eanderingvariable width. A Cobble inlay location varies within the median. Paving Transition G%;mac ��,� DRAWN 1-800-227-2600 g �w Typical Meandering Cobblestone Stream Bed - Section C CHARLES S. LAMB #3098 CHECKED CL r V-4011 1 / / GRAPHIC SCALE to m w (IN FEET) 1 Inch = 20 ft: �,; .i: milt Project Sheet No. _4_1of 4 _ I = Boulder placement per detail. Concrete curb per engineers' plans. =(I Final location to be determined in the H2" field by city inspector. (size 1' to 3' dia.) / 1"Compacted sand subbase. 2' Drainage L Cobblestones ox er I— sand bed over filter course. (typ-71/ fabric over 90°" compacted subgrade See "Cobblestone Stream Bed" notes: Sheet L-2 Meandering variable width_ ' Cobble inlay location varies within the median. / / 1 BENCH MARK S.B. CO. B.M. SPSN 01084 ELEV. 1013.469 A 1” BOLT TOP OF CURB N. SIDE "G" ST. 500'+/- E. OF C.L. DAY CREEK CHANNEL; VE. END W'LY. DR. TO 5125 "G" ST., 0.9 MI. W. OF ETIWANDA. ■ I / / / 6"W / 1v Catch basin to be connected to storm drai � «-+ / Refer to civil engineers plans f_01 -further ails, i Finish Transition - to Swale N 0 Begin Transn from Crown to Swale 241,0, Cobblestone Stream Bed —/ A5 36"0, � / / � 1 Typical Meandering / �j1 with Catch Basin -SECTION "D" - dee gheet L2 &This Sheet 36"� / / 24„ / Swale24"�o 24„� 1 / ° 05 2499 / GG / 36„� / N1 J U cs p. C �. --, _� � 24„� ,1 VWX1 ” to 36 24 / 36,,E CCowo / 24",c� TCa�sit�on f Com / / 24 (� C./ / 0 _ M„ o' / / 4 N� o / V)24 _� _ - „� / y 4) - O ;° / 1 24” U 0'79 3510 ' /)! IIS lil 11 0 3" Min. Concrete Bed Concretejjj1—"'— 8” for 12' Wide Nose Graduated sizes of local, river run granite stones.. 4" to 6" with occasional Section — Nose Q. ove'w zed stone. Concrete curb per city engineers' plans. SEAL Q 9" Average depth range 8" to 12" / Q as approved by city inspector. 4" Deep bark mulch. J,tIDSCgp� O� Concrete to be 3" min, setting bed and be class 520-D-2500. I 441e 4" Maximum B __ _ -- _- =IT�I�ill!r=11111u1111 i11 %PP _ r I1I1U-1 1111 cAuFo���� Generally 7" 'i III li�l ��1`�� V Compacted sand subbase. Approved by DI CALL 12" cobbles Civil Engineer Swale with boulders 2' Drainage BEFORE I r Ian. coursep_ PREPARED UNDER THE SUPERVISION OF: DESIGN YOU D i G M_eanderingvariable width. A Cobble inlay location varies within the median. Paving Transition G%;mac ��,� DRAWN 1-800-227-2600 g �w Typical Meandering Cobblestone Stream Bed - Section C CHARLES S. LAMB #3098 CHECKED CL r V-4011 1 / / GRAPHIC SCALE to m w (IN FEET) 1 Inch = 20 ft: �,; .i: milt Project Sheet No. _4_1of key map 1 1� is Sheet L2 Sheet L7 Sheet L12 Sheet L3 Sheet L8 Sheet L13 - A Tom"' NORTH Not to Scale Sheet L4 Sheet L9 Sheet L14- _;�- WW4 AWRI -- -- Sheet L6 Sheet L11 1 Sheet L16 Sheet L5 Sheet L10 Sheet L15 j+ ' '" LANDSCAPE MA110tNANCE AREA �Z � Finish Transition Y� to Swale 'i V�7 Begin Transition from Crown to S,,A'ale 1 f * 2459$ 36" Z . �l 24"� �' SNOWS _ Mill'kell P' 36" J) f\36" ,� 36­y� Z 24"(� �� o, o s Z 9 a 24" 4� _ ;0 24" to 36" Boulders -'I yP • ,4.,� 9LpO 6„ water Line — — �1 f • / / _ _ �— 1 CDa. LU rn c M / 0 r- M 3511 T CD O N 0 k oo co DIC 1 CALL BEFORE YOU DIG 1.800.227.2600 co J N .(U U Cd BENCH MARK S.B. CO. B.M. SPSN 01084 ELEV. 1013.489 A 1" BOLT TOP OF CURB N. SIDE 'G' ST. 500'+/- E. OF C.L. DAY CREEK CHANNEL; 1' E. END W'LY. DR. TO 5125 "G" ST.. 0.9 MI. t W. OF ETIWANDA. GRAPHIC SCALE ( IN FEET) 1 Inch = 20 ft. i CITY DESCRIPTION OF REVISION DATE APPROVED SEAL CITY OF RANCHO CUCAMONGA y PREPARED UNDER THE SUPERVISION OF: Approved by Civil Engineer DESIGN I DRAWN JW CHARLES S. LAMB #3098 CHECKED CL MEDIAN LANDSCAPE PLANS MILLIKEN AVENUE RANCHO CUCAMONGA CORPORATE CENTER Hardscape Plan DATE0e_/;V-/0c!1 R.C.E. NO. 24953 jA - wZ ew*, RECOM NDED SHEET L5 OF 20 3()3 N• I Ittrt-2csr Illval. Satitu 21 n DRAWING Nn. VILS11crtcin, Catlliti�rniat Sb2ri32 C 7 1 43 6160-O4 1 7 % /) S - Project Sheet No. of U U m W a- m100 W Ln L0 L0 aD O CO N N N CIO + "+• UD , M N00030'46"W LC) Milliken Ave. MmEmew t/� I44 45 46 43 � v� — 0 c 6" Water Line�� N00030'46"W U W 00 I Cc; CO C'' I I C) CALL BEFORE YOU DIG . X00.227.2600 key map Sheet L2 Sheet L7 Sheet L12 Sheet L3 Sheet L8 Sheet L13 BENCH MARK S.B. CO. B.M. SPSN 01084 ELEV. 1013.489 A 1" BOLT TOP OF CURB N. SIDE "G" ST. 500'+/- E. OF C.L. DAY CREEK CHANNEL; VE. END W'LY. DR. TO 5125 "G" ST., 0.9 MI. W. OF ETIWANDA. Sheet L4 Sheet L9 Sheet L14 t. Sheet L5 Sheet L10 Sheet L15 LANDSCAPEW, TNTENANCI 71� NORTH Not to Scale I GRAPHIC SCALE I70 f 10 x 7 SEAL (IN FEET) I Inch = 20 ft. CITY DESCRIPTION OF REVISION MATE I APPROVED CITY OF RANCHO CUCAMONGA MEDIAN LANDSCAPE PLANS Hardscape M I LLI KE N AVENUE Pian RANCHO CUCAMONGA CORPORATE CENTER Approved by Civil Engineer PREPARED UNDER THE SUPERVISION OF: DESIGN DRAWN JW CHARLES S. LAMB #3098 CHECKED I CL 'Lfa ctl DATE R.C.E. 140, 24953 RECO MENDED SHEE � s OF 20 -40S N. Hnrb-"r 131 d, Suitt 2 1 R I ull�rtc+n, DRAWING NO C'nilif2►rttit► 928 32 c. C-7 1 4) 03801-<)4 1 7 �OJ -LL Project Sheet No.of D11 heir tarp + " I l Sheet 13 Sheet L2 Sheet L8 Sheet L7 Sheet L13 Sheet L12 l—= -- A� Sheet L4 Sheet L9 Sheet L14 101 ' Sheet L5 Sheet L10 Sheet L15 i MIRTH Not to Scale Shelet L6 Sheet L11 ' Sheet L16 BENCH MARK S.B. CO. B.M. SPSN 01084 ELEV. 1013.489 A 1" BOLT TOP OF CURB N. SIDE "G" ST. 500'+/- E. OF C.L. DAY CREEK CHANNEL; VE. END WL DR. T O 5125 "G" ST., 0.9 MI. W. OF ETIWANDA. Ua I PSI 16PMIRAIA - �- Calsense PI -1 -6 -DR -IP -1, BStauortAutronaur('ono.dlerwrANI lAntennaP,at-hlrwntm m I UJ U U CO N .. --- ...._ ....� __ _..........---..... _..........._.«__ . .. _.�_.. _.� ..... .. _.._.._...._...-- - .... .._. _..__. _. ..... . � - _ ; - - - . _:fir..._.._-�. �.. _«.._. + C) I �. V) LO C:) +I N N N \ N M — — r . 3513 N00032'1 0"W O NVA "yyid ��f L1114V 25 � � %L ��4 ✓� Q. 21 22 3 Milliken Ave. 24 — 006-0 _ati ON -No Z i —i �w atttiiiia�� a!� _— _— '� ssl� ttttlirl� �m ars sra: ® taasaaats aaaa: a+_s aaa� Illraat a� Mata Ir: rase ata atsaaa� aaaaa� at•� s: m aaaaatto t� a•e at bra a a� �� �� �� �w �— �� sem— arm ® -- � a� >� �e laratato� Itaoaaa� tl�a1• araaae�s aevw� aiaaatsza >o ataa�a taaa� atrrratrtts iai� saiarr»• m iaaia® aao ia� aam m ataamaarraa tatter tatiras,= ataama� Mass m � 50V O — CA) U r ry N00032'1 0"W 8. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO THE TOP OF THE SPRINKLER HEAD IS !%' ABOVE FINISHED GRADE. PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST Irrigation Legend 9 V C/) U n :YMB0L1MANLT.1M0I*,1 A 1DLiS('RIP'rION - I PSI 16PMIRAIA - �- Calsense PI -1 -6 -DR -IP -1, BStauortAutronaur('ono.dlerwrANI lAntennaP,at-hlrwntm U U U � ® Caisense m Pon - M,wru in TP -I10 wAni-1 C,awAlei CaMnet SuongMt\ SB-'-4SSii20A ® I I':" Water Meter (b) other,) %% Hol Tap — NM M tv, Slrnetgtxtc W SBB(' 45 -AI. BaekBoty Cover. CL OSuperior 3100 Series 1 lit" Blass Fleclric Master Coniro' Valve Normally Open Nltxo '1 585 -0 W. 1-1110 Si Led Gate VAIN Watt 403 -RT -RW For 2" & I.arger T1 1.1 -B -CP -PRS B Brass In-line Electric Remote Conuol Valve Sizes Noted Rainbird 33 DNI' 3/4" Quick Coupler Vale 6— 1812-5Q-Fla'SAM-NM Quarter Circle (`A)') Spta� Head N 5' N N + 30 0.13 5' � N 1812-5I1-EIXSAMM Hall Circle (I80°1 Spra) Head �+ 5' b IRRIGATION NOTES 1812 -8Q -FL )SAM -res Quarter Circle (1)0') Spray I lead 30 0.26 N 1812-51 ;1. I -sw IRs Third Cucle ( 135') SpraN Head 30 0.35 8' N 1812-811-I.I.ISAM-Pns Hao Circle (180° 1 Spray Head N + IV W MI 1812-1(1"-1,%SAMMI'liillCircle (18)°)Sp1alHCAd 30 0-79 Ill' RainNid CN 30 007 N 1. I NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CCWD, IS REQUIRED AT 30 1.30 N, 1812 -1211 -SAM -M Hal/Circle (180")Sprt, "cad ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS 1812 1511 sAm Pits Hall Circle (180") sprit) head 30 1.85 15' m AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER. CONTACT o to x w Q THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION I SW 16F -PCS -030 Pull -Circle Stream BuhMer w/ PC Scteee THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE 6" SAMF16 PROCEDURES. SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE BY A PRESSURE REGULATOR (IF REQUIRED), FOLLOWED BY BACKFLOW CITY. PREVENTION DEVICE. FOLI ( WFID 13Y A F►.O%k' N IETER, FOLLOWED RY A MASTER 9. INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY MAINLINE TO THE FARTHEST Rr'MOTE CONTROL VALVE (RCV) ON EACH BRANCH. STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND PIGTAIL EACH ORANGE WIRE AT rHL ENCLOSURE. INSTALL TERMINAL STRIPS IN LOCAL CODES, ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON ENCLOSURE FOR IRRIGATION WIRING. SITE BY A REPRESENTATIVE OF THE CITY. 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER (SB) SBBC-AL ALUMINUM ENCLOSURE, AND SHALL BE INSTALLED PARALLEL WEEK (TURF) AND 2 INCHES Gi Vr'A i ER PER \` t1EK (GROUNDCOVER/SHRUBS) TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSMI.E. APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9!00 P.M. TO 500 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. 4. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN 11 THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE SPRINKLER SYST,`M. �\ A! LS. S FREFT LIGti I S, SIDEWALK, UTILITY LINES AND AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF EQUIPMENT, AND ARCHITECTURAL FEATURES. INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON CITY. PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL 12. AUTOMATIC CONTROLLER TO BEA CALSENSE ETI- 8 ( STATIONS) - DR, 7)` l/ T -P-/ DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. (DIGITAL RADIO) W/ ANT -I ANTENNA PORT INSTALLED WITHIN A STRONGBOX (SB) 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL 24SS/120 VOLT CONTROLLCRELECTRICAL LNCLOSURE. MOUNT THE ANTENNA UNDERGROUND Ul'ILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE PORT (EPDXY-FILLED) ON TOP OF THE ENCLOSURE PER MANUFACTURER RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, FOR SPECIFICATIONS AND ATTACH COAXIAL CABLE. PROVIDE A TRANSIENT ANY DAMAGE OF SAID UNDERGROUND FACILITIES. PROTECTION BOARD WITHIN ENCLOSURE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS CALL 7 CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES DIRECTED BY A REPRESENTATIVE OF THE CITY v,n BEFORE FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION YOU DIG INITIAL CONSTRUCTION. CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE DEVELOPER. 14. SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE 1800ALL • ■ • 22� 2600 AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. 8. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO THE TOP OF THE SPRINKLER HEAD IS !%' ABOVE FINISHED GRADE. PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST Irrigation Legend 9 V C/) U n :YMB0L1MANLT.1M0I*,1 A 1DLiS('RIP'rION - I PSI 16PMIRAIA - �- Calsense PI -1 -6 -DR -IP -1, BStauortAutronaur('ono.dlerwrANI lAntennaP,at-hlrwntm TP -I 10 is ANT -I C'onnAlei Cahrnet - Stronghov, SB-24SSiIlov ® Caisense F,' 1-8 DR -TI'- I, 8 St:uron AutoniatlC Contndlet t.- ANT 1 Antenna Pon - M,wru in TP -I10 wAni-1 C,awAlei CaMnet SuongMt\ SB-'-4SSii20A ® I I':" Water Meter (b) other,) %% Hol Tap — mFebco 825 Y -BV -1.5 1 1,12" Reduced Pressure Type Backllt»1 Preventer tv, Slrnetgtxtc SBB(' 45 -AI. BaekBoty Cover. OSuperior 3100 Series 1 lit" Blass Fleclric Master Coniro' Valve Normally Open Nltxo '1 585 -0 W. 1-1110 Si Led Gate VAIN Watt 403 -RT -RW For 2" & I.arger Rambiid 1.1 -B -CP -PRS B Brass In-line Electric Remote Conuol Valve Sizes Noted • Rainbird 33 DNI' 3/4" Quick Coupler Vale 6— Rarnbird 1812-5Q-Fla'SAM-NM Quarter Circle (`A)') Spta� Head 30 U.10 5' " 1812-5I'-FI'ISAM-r+rr_s 'Third Circle (135') Spra) Head 30 0.13 5' 1812-5I1-EIXSAMM Hall Circle (I80°1 Spra) Head 30 0.20 5' b Rainbird 1812 -8Q -FL )SAM -res Quarter Circle (1)0') Spray I lead 30 0.26 8' 1812-51 ;1. I -sw IRs Third Cucle ( 135') SpraN Head 30 0.35 8' 1812-811-I.I.ISAM-Pns Hao Circle (180° 1 Spray Head 30 1L52 8' IV W Ramhird 1812-1(1"-1,%SAMMI'liillCircle (18)°)Sp1alHCAd 30 0-79 Ill' RainNid 1812-122'—sw-AS Third Cucic(I35')Spia} head 30 007 12' 30 1.30 12' GRAPHIC SCALE 1812 -1211 -SAM -M Hal/Circle (180")Sprt, "cad 1812 1511 sAm Pits Hall Circle (180") sprit) head 30 1.85 15' m o to x w Q Raird+ird I SW 16F -PCS -030 Pull -Circle Stream BuhMer w/ PC Scteee 30 0.30 6" SAMF16 ,lute: Valve Boxes to be Carson or Equal Pipe Mainline - 2" and larger Class 315: 1 1/2" and Smaller - Sch. 40 Lateral Pipe - Sch. 40 - See Chart for Pipe Sizes — - Schedule 40 PVC Pipe Sleeve - Sizes Noted e Wilkins 500 HR 1112" Preseore Redueing Valve - Set at 85.0 PSI Calsense FM -1.25B 1 1/4" Brass Flow Sensor Control Valve Information �— Square Footage of Landscape Served Statim N Ciallo;ias perei Minute VaINT Size Minimum Static Pressure Required to Operate System=7XOPS] Ca POC Slant Pressure Available = 90 PSI to 100 PSI per Richard C Cucamonga Water Dist. 909.997 2591 Maximum Svstem Fk,%% C' Station #&38.QL:PM Contractor Shall Provide Sleeves For All Wiring and Piping Under all Hardscape. SEAL (IN FEET) 1 inch = 20 R. f:l •i'1 l . I CITY DESCRIPTION Oc REVISIONI DA'E I APPROVED CITY OF RANCHO CUCAMONGA MEDIAN LANDSCAPE PLANS Irrigation MILLIKEN AVENUE Plan RANCHO CUCAMONGA IApproved by I Civil Engineer PREPARED UNDER THE SUPERVISION OF: DESIGN DRAWN JW CHARLES S. LAMB #3098 CHECKED CL CORPORATE CEN "ER J* DATE � R.C.E.140.24953 ][Z _e� _� �� RECOMMENDED SI HE_T L7 OF 20 305 iV. 1 I4ar1)C1r 1?tivcl, tiuita- 2,11n ! aallurlc.n, c aallituraain A�2li33 DRAWING NO. ( 7 1 41 tCsliO-<14 1 7 )705- Project 5_Project Sheet No. ��f of r - y C/1 U BENCH MARK Irrigation Legend S.B. CO. B.M. SPSN 01084 ELEV. 1013.469 Xeriscape Assessment System Summary A 1" BOLT TOP OF CURB N. SIDE "G" ST. Control Valve Information 50044 E. OF C.L. DAY CREEK CHANNEL: [SYMBOLIMANUF. )MODEL # DESCRIPTION j PSI JGPMJRAD� 1' E. END W'LY. DR. TO 5125 "G" ST., 0.9 MI. �— Square Footage of Landscape Served Points Reference W. OF ETIWANDA. Station Number G® Calsense ET -1 -8 -DR -TP -1, 8 Station Automatic Controller w/ ANT 1 Antenna Port - Mount in Irrigation (point value) Claimed (sheet #) TP -110 w/ ANT -1 Controller Cabinet - Strongbox SB-24-SS/120V Gallons per Minute �--- ® - Calsense ET -1 -8 -DR -TP -1, 8 Station Automatic Controller w/ ANT 1 Antenna Port - Mount in Valve Size 1. Low gallonage irrigation system. (20) 20 L to 112. Automatic controller. (20) 20 L7 to L11 TP -110 w/ ANT -1 Controller Cabinet - Strongbox SB-24-SS/120V 3. Designed to water plants by watering needs. (11 10 L7 to L11 ® - - " PRESSURE PRESSURC, - I 1 1/2 Water Meter (by others) w/ Hot Tap 4. Soil moisture sensors. (10) - Size 5. Rain sensors. (5) 5 L7to Ll l ' • Nater Meter N / _ Z El evati on _-- — 6. Wind sensors. (5) L7to L11 Febco 825 -Y -BV -1.5 1 1/2" Reduced Pressure Type Backflow Preventer w/ Strongbox Static Pressure High o I�" 7. Sensitive to slope factors. (5) 5 L7to L11 Source cf Information _ SBBC- 45 -AL Backflow Cover. Phone Number - - Date of Tnfermation - - 8. Reclaimed or recycled water. (S) " H.G.L. Mean Elevation A� i� (Required if static O Superior 3100 Series 1 1/2 Brass Electric Master Control Valve -Normally Open �� pressure unknown' Total points claimed: 60 H Nibco T-585-70-66 Line -sized Gate Valve Water Meter Elevation l/7�, lI x .433 =moi.LO O Watt 403 -RT -RW For 2" & Larger -Remote Control Valve 1 3 G.P.M. Size ��2 Minimum points required: 60 ' g Maximum Demand Elevat'on of Highest Head 7, Pressu-e @ R.C.V. b•S•I• I + Rainbird EFB-CP-PRS-B Brass In-line Electric Remote Control Valve - Sizes Noted P.S.I. Loss T_ t�_ Size Item • M i Rainbird 33 DNP 3/4" Quick Coupler Valve /iia y Water Meter Dress. Reg. (Fall-off) e5 6- Rainbird 1812-5Q-FLT-sAm-ms Quarter Circle (90°) Spray Head 30 0.10 5' R.P. Backflow Device �� Fi ow Meter � Master Valve " 1812-5T-FLT-sAM-ms Third Circle (135°) Spray Head 30 0.13 5' -3Gate Valve c S) / !'s� �•� Main Line Main Line I R.C.V. Assembly 1812-5H-FLT-sAM-PRs Half Circle (180°) Spray Head 30 0.20 5, 9'1 Lateral Line Loss Lateral Line Loss b Rainbird 1812-8Q-FLTsAM-PRs Quarter Circle (90°) Spray Head 30 0.26 8' — - Lateral Line Loss CD Fittings Loss 110%) Elevation Change (+-) 1812-8T-FLT-sAM-PRs Third Circle (135°) Spray Head 30 0.35 8' Tota' system Losses: 43.0 � Pressure to Operate Head: '��� �� ° ,,7� / / / ,� yy n V) v 1812-8H-FLT-sAM-PRs Half Circle (180°) Spray Head 30 0.52 8' Tota P�essure Required: 3.O w, Lowe>t Matic Pressure Avail abl e: Rainbird 1812-1OH-LA-SAM-ms Half Circle(1800) Head 30 0.79 10' Pre -Set 3egul ated Pressure (If-equiredl: ( ) S Pra } Res-Jual Water Pressure: �• �'— — / / / L, I�v �� ��.- ' YL 1(9 (%� Cit. Rec.ired Residual Nater Pressure: 15-20 PSI / Ih b—' t y ✓ Rainbird 1812-12T-sAM-ms Third Circle (1350) Spray Head 30 0.87 12, / / V4,Max. S stem Flow =3$.q Stat. #8 / / / � ��� -J/ 1j� �• , � 1812-12H-sAM-PRs Half Circle (180°) Spray Head 30 1.30 12' Revised :2/92 y u2 IA ►�,r, ..h, Ili („ U " 1812-15H-sAM-PRs Half Circle (180°) Spray Head 30 1.85 15' — / / ' Q `�� 1w, yti llv )l2 y lI �� o Rainbird 1806 -16F -PCS -030 Full -Circle Stream Bubbler w/ PC Screen 30 0.30 6 -SAM-PRS y Wilkins 500 HR 1 112" Pressure Reducing Valve - Set at 85.0 PSI I'ry 1 rN (" ( KIK 1I IV Note: Valve Boxes to be Carson or Equal Pipe Mainline - 2" and Larger Class 315; 1 1/2" and Smaller - Sch. 40 N / ,�y �lti Nil" 11 A. Lateral Pipe - Sch. 40 - See Chart for Pipe Sizes Ve. / / / !/2„'� Aker A `—” / — — — — Schedule 40 PVC Pipe Sleeve - Sizes Noted wx !k- ,r i, .,t !" _ K , OV _2 _ Cal sense FM -1.25B 1 1/4" Brass Flow Sensor _ !/ T 101, VP It IV 0 1lop 56 W / lip L: / / 1h, L , :�2 / fl'>''L CA I�� 3�4 ►� ��%� ? Ilk�,/t/ .,, L Sleeve ITO ti ► �T r � �•-- lv ti l ' I Soo 00.1.•"10 V 0 CD aC0 1 A � N CIF) k + co . _ - - --- --- key rep AL RT CALL BEFORE YOU OIG 1.800.227.2600 NQRTN Not to Scale 1 E Sheet 14 - - - Sheet L9 Sheet L14 — - 1 Sheet L3 Sheet L2 Sheet L8 _ - Sheet V Sheet L13 Sheet L12 Shelet L6 Sheet L11 - -- -Sheet L16 iSheet L5 Sheet L10 r ( i Sheet L15 i - LANDSCAPE MAE ENANCE AREA WPP -- POC #1 8 Station Clock ' Power to Clock Will Come from Street Light POC III = Point of Connection Tie into service line downstream) 112" Meter from irrigation -dedicated meter. (Potable). Verify P.O.C. location, static PSI, and mainline and meter sizes in the field. • Avail. PSI = 90-100. 3/16/00 This system is designed for 73.0 PSI minimum with a maximum flow of 38.1 GPM Ca sta # & Contractor Shall Provide Sleeves For All Wiring and Piping Under all Hardscape. GRAPHIC SCALE ( IN FEET) 1 Inch = 20 h. CITY DESCRIPTION OF REVISION DATE 1 APPROVED SEAL CITY OF RANCHO CUCAMONGA MEDIAN LANDSCAPE PLANS irrigation MILLIKEN AVENUE Plan RANCHO CUCAMONGA. CORPORATE CENTcR I Approved by - - DATE�Y Civil Engineer, R.C.E. IqO 24953 PREPARED UNDER THE SUPERVISION OF: I DESIGN =—♦1� =� _�. RECO M ED �11�►tri �� _ DRAWN ''� SHEET L8 JW fV OF 20 CHARLES S. LAMB #3098 CHECKED DRAWING NO. iaallurtc�n, Cullili�raaii► c�2ti32 CL Ir714) fi11s(>-O41 7 ?OS L Project Sheet No. L�,� of Irrigation Legend [S7MHOLIMAN1. F.�M11011r r IDESCRIPI-ION PSI JGPMJR.AIJ OCalsense 11,- 1-8 DR -TP -1. a Stamm Ai t,mtau,:('onurdlei w/ ANTI Antenna pat - Kf unt m TP- 110 ANI' -1 Contiollet C txnet StnmgMvSB-24 SS/12uV ® Calseuse 171'-1-8 DR -11-1, 8 Suaion Automatic ContnAlet w/ ANT I Antenna Port Mouni nt TP- I10w!.AN-1'-I ('omurIleiCaMnet SutmgtxtxSB-24SS:J'OV ® 1 1/2" Water Meter (b) others) tv' Ilot Tap ZFeN o 825 T -BV -1.5 1 1/2" Reduced Pressure'rvpe Backflow Prevemer w� StrongN)\ SBB(' 45 4.1. Backllow Cover. OSuperior 31(X) Series 1 1/2" Biass Electnc Master Control Valve - Nornudh Open H Nibco 1 585 70 hh 1-111e sizxd Gare � ah e Watt 403 -RT -RW For 2" & Larger Rainbird EFB-CP-PRS H Brass In-Ime Electric Remote Control Valve Sizes Noted IS Rainbird 33 DNP 3/4" Quick Coupler Valve 6- Rainbad 1812 -SQ 14.V-UM-m.(luarte, Circle (40°) Spra) Ilead 30 j 1812 -5T -Fl *I'4w.p" 'I'Iutcl Circle 1135*) Sprav Head 30 0.13 5' -� 1812-511-FI:l-sAM-An Ilell Circle (18)°) Sprit) licad 30 0.20 5' b Rainbird 1812 -8Q -F1 r -sur -M Quarter Circle ('))°) Spia) Head 30 0.26 8' 1812 -KI -i; I-SAMPRg 'Third CSicic t 135°) Spra) Head 30 0.35 n' V 1912 MI 1 1: -SAM.I'M hall Circle t Intl') Spray Head 3o 11.52 8' Rainbird 1812-10H I.ASAM-Acs Half Circle (180") Spray Head 31) 0.74 10' Raiubud 1812-12T4AMP" Third Circle (135') Spra)' Head 30 0.87 12' 1812-12HSAMAts Hall Circle (180') Spray Head 30 1.30 12' 1812- I M'I-SAM Arc Halt Circle (180°) Spray Head 30 1.85 15' 0 Rainbird 190616F-P'CS-030 Fib -Circe Stream Bubbler wl P'C Sawn 30 0.30 6" ® Wilkins 50D "R 1 1/2" Piestsure Reducing Valve - get at 83.0 PSF 40te: Valve (loxes to be Carson or Equal Iit Mainline - 2" and larger Class 315; 1 1/2" and Smaller - Sch. 40 Laicial Pipe - Sch. 40 - See Chart for Pipe Sizes — — - S. hedule 40 PVC Pipe Sleeve - Sizes Noted ( Alsense FM -1.25B 1 1/4" Brass Flow Sensor Irartrol Valve wonnati� r+ Square Footage of Landscape Served StR Gallons Number OaRorrs per Minute ' Valve Size BENCH MARK S.B. CO. B.M. SPSN 01084 ELEV. 1013.469 A 1" BOLT TOP OF CURB N. SIDE "G" ST. 500'+/- E. OF C.L. DAY CREEK CHANNEL; VE. END W'LY. DR. TO 5125"G" ST., 0.9 MI. W. OF ETIWANDA. / 0 + cr CI • / + / 0,38,W `n �t114 1 38 c Mnnntam Static Pressure Required to Operate System =Ts -*PSI @ POC Sauc Prnsnre Available = 90 PSI to 100 PSI per Richard @ Cucamonga Water Disl. 909.997.2591 Maximum Svstem Flow @ Station 08-3iB.9GpM / Contractor Shall Provide Sleeves For / All Wiring and Piping Under all Hardscape. / �GIIAN / / co %'� ' ^� / / p ve•0,0 Mit �,1 `'I71 / tit VV Uy ,,r 411400 cr / •' 1l / / / / cot I 'Mit �qk ►lL �' � / , ' � _ �" � ° , �6"� u tit C�Cd / L i�lirl " I�• / / �� . /.1 3510 1 CALL BEFORE YOU DIG 1--800-227,26nn key map NORTH Not to Scale / / / / GRAPHIC SCALE ( IN FEEL' ) 1 Inch — 20 R. Project Sheet No. of DED Of ►; i PRESSURE CALCULATIONS Nater Meter N POG y Size Elevation i2 Irrigation Legend Static Pressure High Oc, Low� �- Sou^ce of 'Information lG R_ LSYMBULiNPhone Number D tANI'F.]Mt1UE1 N _ IDESCRIFCION I PSI JC:PMIRAq Date o° :nIo-nat`on C® H.G.L. Mean Elevation /✓/� Required if static Calcense FT -1 -9 -DR 'UP -1. �Stauon.4ut�.maurCrxun�lletw/AN"! IAntennaProt-Mcwntin —7— pressure unknowns I'P-110 w- ANT I Conuollet CaNnet Strongb,)x SB-2SSS,120V Nater Meter Elevation �� i /, %� 0 Calsense Ef-1-8DR-'I.1'-1, 9Station AutumatieContndletw+ANJ' IAntcnnaPort Mount in - X .433 TP -110 w" .AK1'- I Controller Cahnet Stiongtx,a SB -24 -SS: 1 20V- ® Remote Control Valve N Size 1 1/2" Water Meter (b) others) tv/ Hol Tap Maximum demand P.M. Elevation of Highest Head mPressure @ R.C.Y. Feha:n 925 -Y -BV LS 1 I/_" Reduced Prrsaure'I'ype Backllow Reventer w/ Snongtx,\ SBBC 45 Al- Backtlow Cover. OSuperior 411) Send 11/2" Brass I-;Ierinc Master Control Valve - Normal]) Open Qty. Size item P.S.T. Loss H Nitx'„ T 5X5 7l) 6h Lure stied Gate � Ahc %/1Z ` Nater Meter /• Q Watt 403 -RT -RW Fort"RILrger �" Press. Reg. (Fall-off; ", R.P. Backflow Device _ .`j ;rllljt Ftow Meter Ratnhtrd GFB-CP-PRS-B Brass In-line Electric Remote Control Valve Sizes Noted / U Master Val ve O 'Gate Valve (s) O • Ramhtrd 33 DNP 314" Quick Coupler Valve ` 6;�* M Main Line 3 i Rarnhu.7 d IX12-SQ-}7s/ur-p1s Quarter Circle (9(1°)SpracHead 40 0. 10 5' Main LineR•C.Y• Assembly 1X12-5f-F1'FSAM.Pas 'fhud Circle (135°)Spray Head 30 0.13 5' _ _'= Lateral Line Loss Latera' 'Line Loss 1812-SH-FI-14nM-pits Half Circle (RA)°) Spray dead 30 0.20 5 --F,Zr /.i Lateral Line Loss -r Fittings Loss '7041 b Rarnbnd 1X12-XQ-Fl:fstumQuarter Circle (1)0') Spray Head 30 0.26 X' Elevation Change '+-1 1X12-X'1'-1'i:fs+M-tits'I'htrdCircle (135°)Spra) Head 30 0.35 X' Total System Losses: `��• Y 1812-811-Fl:fsntw-pfe_e Half Circle (IXC)°)Spray Head 30 11.52 X' Pressure to Operate Head: 3e7 Rainhnd 1X12-IOff -1..4sAM-Pas I Jail Circle (1X0')Sprayllead 30 0.79 10' Total Pressure Required: _ 7.1•�7— Lowest Static Pressure Available: Rainbud I9I^--II14AmFas 'I'hird Circle (135°) Spray Head 30 0.87 12' Pre -Set Regul ated Pressure (If required): — — IX12-12H-sow-p"s Hall Circle (1X(1°)Spiny Head 3(1 13Residual water Pressure: 0 12' / suw , IX12-ISII-ta� Hall Circle Head 30 1.85Cit SS IS' - y Required Residual Water P-essure: ''.5-20 PST O Rainbird I OW 16F -PCS -030 Pall-Cliirele Stream Bubbler w/ PC Screen 30 0.30 6" � —r -svw tic Revised 12!92 y` Max. System Flow = 27.10 Stat. #2 Note: %ah•e Boxes to be Carson or Equal Pipe Mainline - 2" and larger Class 315; 1 1/2" and Smaller - Sch. 40 Lateral Pipe - Sch. 40 - See Chart for Pipe Sizes — — — Schedule 40 PVC Pipe Sleeve - Sizes Noted Wilkins 500 HR 1 1/2" Pressure Reducing Valve - Set at 85.0 PSI ('alsense FM -1.25B 1114" Brass Flow Sensor Control Valveation vo—Square Footage of Landscape Served �v Station Number V�j• i Gallons per Minute / � Valve Size Mrmmum rssm Static Prr Required to Operate System =%i.iPSl Cd POC Stan, Pressure Available = 90 PSI to 100 PSi per Richard Cs Cucamonga Water Dist. 909.987.2591 Ma"mum System Flow Station GPM e t` "Woman / . 3511 CD CO. 0 �1 Cn1 Bey map 1 CALL BEFORE YOU DIG 1-800,227,2600 Contractor Shall Provide Sleeves For,�,. ��" ►�' t�r+ ,ti SNOW='m it," � All Wiring and Piping Under all Hardscape. _ _ _ *_ /� / r /�L I' �l' `IL, 't,' 1� omollllw �;� .ken Ave. 'I'' �, 4 e 1", .t ��" a 3'� ;�-y„�,. T. T�• s1� �� M>>ll 1 -�' l /zor ''%'� it Iti� jai izA POC U W CL co M r ti O qwt wer to Clock will Come from Street Light po 8 Station Clock POC #2 = Point of Connection ®G Calsense NORTH Not to Scale > Sheet 14 - Sheet L9 SSheet L14 Sheet L3 , - 'rtLtSK A Sheet L2 iSheet L8 I. II' Sheet L7 Sheet L13 G p i Sheet L12 t Sheet L6 y i `�-- - Sheet L11 - - -- -� --- -- __-, -_---- '� � Sheet L16 ! � Sheet L5 �- -- `= Sheet L10 I, Sheet L15 II I I F LANDSCAPE M I TENANCE AREA Ile r T- J; r� V ) !9 EI' -1 -8 -DR -TP -1, 8 Station Automatic Controller w/ ANT 1 Antenna Port - Mount in TP -110 w/ ANT -1 Controller Cabinet - Strongbox SB-24-SS/120V BENCH MARK i S.B. CO. B.M. SPSN 01084 ELEV. 1013.489 A 1” BOLT TOP OF CURB N. SIDE "G" ST. 500'+/- E. OF C.L. DAY CREEK CHANNEL; VE. END W'LY. DR. TO 5125 "G" ST., 0.9 MI. W. OF ETIWANDA. I GRAPHIC SCALE 10 I t1 i1 M ■ ( IN FEET) 1 inch - 20 ft. CITY DESCRIPTION OF REVISION DATE APPROVED SEAL CITY OF RANCHO CUCAMONGA Approved by Civil Engineer PREPARED UNDER THE SUPERVISION OF: DESIGN Y,*-& C_;f *4 DRAWN JW CHARLES S. LAMB #3098 CHECKED CL MEDIAN LANDSCAPE PLANS MILLIKEN AVENUE RANCHO CUCAMONGA Irrigation Plan CORPORATE CENTER ' Q • DATE)t� Q R.C.E.N 24953 RECOMMENOED We V — ► — SHEET Ltio rr..j OF .20 303 Y.J. IBlvd, Suite; 2 1 !3 DRAWING NO. Fullcrtcxn- C'ullilixrnitt >21i32 (7143 G80_(141 7 1 V ' Project Sheet No._Lil of j CALL BEFORE YOU DIG 1.800.227.2600 GRAPHIC SCALIE ( IN FEET ) 1 inch = 20 ft. M -mm-w-4110 I CITY DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA MEDIAN !_ANDSCAPE PLANS Irrigation Now L" I�OF CAL1F0 I Approved by Civil Engineer PIALPARLD UNDER THE SUPERVISION OF: DESIGN I S DRAWN IJW CHARLES S. LAMB #3098 CHECKED CL MIS LIKEN AVENUE Plan RAN,. HO CUCAMONGA CORPORATE CENTER _ l i Y �4 TE �► G=C�3 RCF nO.24953 r� LZ _.e� L— RECO EN ED SHEET LOIK D o o S a I — G — N OF 20 305 N. 1 loonctv - ! )•vcl, Stsitae 2 1" DRAWING NO. ! ullc-rtct�, C'&Ali 7 1 4) 46-ft()—()4 t 7 005-L Project Sheet No. 48 of M N 3513 I-- keir map PLANTING NOTES 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE PFSPONSMLE FOR REMOVING AND RE -INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PI _ANT PIT RrQIJIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/13ERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGOUND FACILITIES. 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OI' THE SPRINKLER SYSTEM IIAVE BEEN COMP?.ETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB -CONTRACTOR, REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINALV QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE W INDICATED PLANT SPACING REQUIRED. O 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR O PUBLIC LANDSCAPE .AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A "F CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS CO HEREON. N . 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. 10. THE FOLLOWING SOIL AMENDMENTS -SHALL BE FOR BID PURPOSES ONLY. FINAL SOP A "'FNDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST Nl RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. 4 CY. NITROGEN STABILIZED SAWDUST 120 IBS GYPSUM O 125 IBS GRO-POWER PLUS O 11. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL TREES T AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT T(() CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL N ACCOMMODATE THE MULCH CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE v CITY'S APPRO% Al PRIOR TO PURCtiASL ANI) PLACEMENT. SHREDDED MULCH IS l l AVAILABLE FROM: INTRAVAIA SAND AND GRAVEL U UPLAND, CA A U � � W U LL W LQ ti tri + to U) N _ — N N l •� 0 p 5�oA t M� Milliken Ave. 25 - 1 (909)982-6713 24 3 BENCH MARK S.B. CO. B.M. SPSN 01084 ELEV. 1013.489 A 1" BOLT TOP OF CURB N. SIDE "G" ST. 500'+/- E. OF C.L. DAY CREEK CHANNEL; 1'E. END W'LY. DR. TO 5125 "G" ST., 0.9 MI. W. OF ETIWANDA. 21 U i r_!r. �� o f t•� stsa tttlllsa set set es >� sttlles es sQs s� �� sttt0 � s IIS ® ti's Mill �• r_ . a_� ss� sties ® ® � • . sis std ® �+ sI ss= ® sa es Well ttsso s -a s� st® tr_j stl� se= sttvss av slow===tst� ses � es u" eo es � 5 L O 0 W O D11 'i, .. M N N i 1 CALL BEFORE YOU DIG 1.800.227.2600 r i �i I Sheet L3 Sheet L2 Sheet L8 i 1 m Sheet L7 Sheet L13 e Sheet L12 . I' _- .... .y std i` LANDSCAPE MAINTENANCE AREA U W W N O r N N00032'1 0"W elm Sheet L4 Sheet L9 Sheet L14 % Sheet L5 Sheet L10 Sheet L15 NORTH Not to Scale Sheet L6 Sheet L11 F Sheet L16 l ; j Wheelers Ou crrf 7 obira a hoc GRAPHIC SCALE Groundeover & Vines: Xeriscape Assessment System Summary Planting Plan m >. 40 Botanical Name/ I Symbol Common Name Size Quantity ,.,_. ; Points Reference Trees: 309 ( IN FEET) Blue Carpet Juniper @ 4' OC LandscapeClaimed (point value) 1 inch = 20 R. (Sheet #) Botanical Name1 Symbol Common Name Size Quantity Spacing 1. Water conservation plants. (20) 20 L12 to L16 - Imus canurrensrs% 15 Gallon 21 25'm 2. Turf limited to 25%. (20) 20 L12 to L16 (none -0%) Canary Island Pine 3. Planted grouped by watering need. (10) 10 L12 to L16 - — ryurdamhar styracri luo 'Festival' 15 Gallon 18 25'oc 4. Hardscape (non -irrigated) surface. (10) 10 L2 to L6 American Sweet Gum 5. Permeable paving. (5) - L2 to L6 Note: doth Species to be Dept Min. 4' off of Curb & Min. 2' off of Rockwork 6. Low-water turf varieties. (5) - - Shrubs: Botanical Name/ 7. Mulch provided in non-groundcover areas. (5) 5 L12 to L16 Symbol Common Name Size Quantity - 8. Soil amendments. (5) 5 - 0 Hemerocalrs hvhrids> 5 Gal Ctt,) '+ox Yellow Daylilies TOC Total points claimed: 70 Mores bicolor. 5 Gal. @ I18 Minimum points required: po 60 Yellow Fortnight Lily 4' OC ® Nandina domestics 'Nana? 5 Gal. L #77- i2Dwarf DwarfHeavenly Bamboo TOC O Pinosponrmtobira'Wheelen' SGal. 114 Wheelers Ou crrf 7 obira a hoc GRAPHIC SCALE Groundeover & Vines: m >. 40 Botanical Name/ I Symbol Common Name Size Quantity ,.,_. ; (D— Junrperushorr_ontults 'Wdtonu' 5 Gal. 309 ( IN FEET) Blue Carpet Juniper @ 4' OC (Per Laura B 1 inch = 20 R. @ the City) �— Trachelospermum jasmino0es I Gal @ 739 Star Jasmine TOC Approximate Plant Material Quantities Are Given For Convenience Only The Contractor is Responsible For Providing Sufficient Material Regardless of Approximate Quantities as Shown on the Legend SEAL � • i�'isjj"�ti' _/ ILI CITY DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA MEDIAN LANDSCAPE PLANS Planting M I LLI KE N AVENUE I Plan RANCHO CUCAMONGA CORPORATE CENTER IApproved by Civil Engineer PREPARED UNDER THE SUPER\/ISiL)N OF: DESIGN S� DRAWN JW CHARLES S. LAMB #3098 CHECKED CL r- • DATE C" R.C.E. NO. 24953 17 RE O U �J •��� OR ' SHEET L12 OF 20 3c)S TV. 1 lurhor �11va1• Sa.:cas 2 I ti DRAWING NO. I�ull�:r'on• �'ullsili.rni+► ��2li32 0714) t$Nt)_04 1 7 J 70 S -L Project Sheet No.—q Iof r '� 1 It t t I MP �� N DN ►J /✓G z "Ma 0 1 O _ t a•1 Q rff , oy" k!!! r4 Tt�> +ks /q'Pr:,-Ff �1UvI4 tam. Planting Plan Trees: Botanical Name/ Symbol Common Name Size Quantity Spacing • — Pinus canariensisl 15 Gallon 21 25'oc Canary Island Pine Liquidambarstyractflua 'Festival's 15 Gallon 18 25 oc American Sweet Gum !cote: Both species to be Kept Min. 4' off of Curb & Min. 2' off of Rockwork Shrubs: Botanical Name/ Symbol Common Name Size Ouantity O Hemerocalis hybrids 5 Gal 0a 40Z Yellow Daylilies TOC (2)-- A4orea bicolor: 5 Gal C& 118 Yellow Fortnight Lily COC ® Nandina domestica 'Nana" 5 Gal ¢7Z Dwarf Heavenly Bamboo TOC O Pittosporumtohira'Nheeleri" SGal. 114 Wheelers lhrarf Tobira (u, 4'a Groundcover & Vines: Botanical Name/ Symbol Common Name Size Ouantity (D- Jurnperus horn_untalis 'Willonn' 5 Gal 309 1 Blue Carpet Juniper g 4' OC (Per Laura B. @ the Ci ) a I, t 1 J 0- D C-1 1D FWUr-- 2/ �"W3 0=0 i �R-W.W BENCH MARK S.B. CO. B.M. SPSN 01084 ELEV. 1013.469 A 1" BOLT TOP OF CURB N. SIDE "G" ST. Mf JAI 500'+/- E. OF C.L. DAY CREEK CHANNEL; VE. END W'LY. DR. TO 5125 "G" ST., 0.9 MI. W. OF ETIWANDA. ,Com cues � tn LCpTCJ-I Ap6e�?fQ. co — 7}ache Stas Jasmine sminoides' 1 Ga! �u 739 . Star Jasmine 2' OC CD/ i / / / 4-j Approximate Plant Material Quantities Ate Given For Convenience Only The Contractor is Responsible For Providing Sufficient Materiel Regardless of �• / / / Approximate Qus:;tities as Shown on the Legend ,✓ .� Line of S* F, � 1 1 / 1 ' �5DCOO O15 I k14.Y''F ' ! i 1i�• \074 'key MR 1 CALL BEFORE YOU DIG 1.800.227.2600 NORTH Not to Scale I _. GRAPHIC SCALE to n M ( IN FEET) 1 Inch = 20 R. Project Sheet No..50 of I n i PlantinLy Plan Trees: Botanical Namel Symbol Common Name Size ouantitv Spacing — Pinus canariensts/ 15 Gallon 21 25 oc Canary Island Pine Ligutdantbarstyraciflua 'Festival"' 15 Gallon 18 25'oc American Sweet Gum Note: Both Species to be Kept Min. 4' off of Corb & Min. 2' off of Rockwork Shrubs: Botanical Name) Svmbol Common Name Size Quantity O Hemerocalis hybridsi 5 Gal @ 4W X Yellow Dayli ies TOC Adorea bicolor) 5 Gal @ 118 Yellow Fortnight Lily 4' OC ® Nandina domestica 'Nana" 5 Gal (ti +71 Dwart Heavenly Bamboo TOC O Pillosporum tobira'Wheeleri' 5 Gal. 114 Wheelers (hrarfTobrra (a 4'oc Groundcover & Vines: Botanical Name/ Symbol Common Name Size ouantity (D— Juniperus horizontalis 'Wiltonit' 5 Gal. 309 Blue Carpet Juniper @ 4' OC (Per Laura B. @ the City) Trachelospermumjasminoides 1 Gal. @ 739 Star Jasmine TOC Approximate Plant Material Quantities Are Given For Convenience Only. The Contractor is Responsible For Providing Sufficient Material Regardless of Approximate Quantities as Shown on the Legend / 1 CALL BEFORE YOU DIG 1.800.227.2600 4 o / / / Vv 00156 BENCH MARK S.B. CO. B.M. SPSN 01084 ELEV. 1013.469 A 1" BOLT TOP OF CURB N. SIDE "G" ST. 500'+/- E. OF C.L. DAY CREEK CHANNEL; 1' E. END W'LY. DR. TO 5125 "G" ST., 0.9 MI. W. OF ETIWANDA. ■ I / W5°07'5 Ui / / / / / / / / / 1,56„W of S�grt / titre / GRAPHIC SCALE ,a zo w [ [ [ [ [ ( IN FEET) 1 Inch = 20 ft. key reap � Sheet L2 Sheet L7 Sheet L12 Sheet L3 Sheet L8 Sheet L13 Sheet L4 Sheet L9 Sheet L14 MAINTENANCE,AREA Sheet L5 Sheet L10 Sheet L15 rI I g -4. i Ht[l1.[KEN A�LJE -- F Sheet L6 Sheet Ll1 Sheet L16 Project Sheet No: R* To .Li !11 of S.grt L i 35 1 � m J]1JCj At CALL BEFORE YOU DIG cc 4; 1.800.227.2600 keYMPP 1�� I 1 Sheet L3 Sheet L2 Sheet L8 Sheet L7 Sheet L13 Sheet L12 _ -- ts - - -Y Sheet L4 Sheet L9 Sheet L14 LANDSCAPE 33 30 •cam - --- --' 00000, N RTH Not to Scale i i w i - t Sheet L6 'p Sheet L11 Sheet L16 Sheet L5 Sheet L10 Sheet L15 p ENANCE AREA - 1. 1 lllffliiiji 1 inn Trees: Botanical Name -1 Symbol Common Name Size Quantity Spacing \0 — Pinus canariensrsl 15 Gallon 21 25'oc Canary Island Pine — Liguidombar styrac+i lua 'Festival' 15 Gallon 18 25'oc American Sweet Gum Note, both Species to be Kt -pt Min. 4' off of Curb & Min. 2' off of Rockwork Shrubs: Botanical Name/ Symbol Common Name Size Quantity G Hemerocalis hybrids 5 Gal ♦02 Yellow Daylilies 2' OC to Morea bicolorl 5 Gal. @ 118 Yellow Fortnight Lily 4' OC ® Nandina dornestica 'Nunn? 5 Gal. @ +Tz Dwarf Heavenly Bamboo TOC OParosporum tobzru'µheeleri' 5 Gal 114 Wheelers D%arf Tobtra a 4'oc Groundeover & Vines: Botanical Name/ Symbol Common Name Size Quantity 1O Juniperus horcontuhs 'Wiltorut' 5 Gal 309 Blue Carpet Juniper U 4' OC (Per Laura B @ the City) �— Trachelospernrum jasnunoicies I Gal. @ 739 Star Jasmine 2' OC Approximate Plant Material Quantities Are Given For Convenience Only The Contractor is Responsible For Providing Sufficient Material Regardless of Approximate Quantities as Shown on the Legend BENCH MARK S.B. CO. B.M. SPSN 01084 ELEV. 1013.469 A 1" BOLT TOP OF CURB N. SIDE "G" ST. 500'+/- E. OF C.L. DAY CREEK CHANNEL; VE. END WILY. DR. TO 5125 "G" ST., 0.9 MI. W. OF ETIWANDA. CO T1 J1 V) 09 GRAPHIC SCALE 11 I » IO r0 ( IN FEET) 1 Inch = 20 ft. N tl + CITY DESCRIPTION OF REVISION DATE APPROVED SEAL CITY OF RANCHO CUCAMONGA PREPARED UNDER THE SUPERVISION OF: CHARLES S. LAMB #3098 MEDIAN LANDSCAPE PLANS Planting Plan DATE fFt!WCX�_ R.C.E. NO. 24953 SHEET CT5 OF 20 DRAWING NO. 17/5-L Project Sheet No. of MiLLIKEN AVENUE RANCHO CUCAMONGA CORPORATE CENTER Approved by /, Civil Engineer l/ DESIGN r� j7%1-�1 _IF= -4 _FZ 19--1 -]"A DRAWN JW li0 c E o S o I o Q o ffV 30'S N. t-lnr -v"r F31vd. suite 2113 CHECKED VV.211ertcl". 4C'f%11ifortrt1n 92832 CL (714)o e5RO-041 7 Planting Plan DATE fFt!WCX�_ R.C.E. NO. 24953 SHEET CT5 OF 20 DRAWING NO. 17/5-L Project Sheet No. of L T� I J Milliken Ave. ��+ �� �i air a�� �� �s �� �� �s �-a as ��s =� �s �s a -e �� sxs �s � �o was s� � � • �e� �� � __ r+ t � sem• ' �v � �� a® c�+s � ® �� �� �� sza � � s=s c=a �a �e� � � c � c� i�?! = �� same � a� sv VJ goo 44 45 46 -43 — — — — — — — — r a� U - C - N00030'46"W cr- U U w m 00 I 00 1P rn d' I N 1 CALL. BEFORE YOU DIG 1 •800.227.2600 No Planting or Irrigation for This Sheet GQ " r� �I • �I O GRAPHIC SCALE 11 � It 10 10 « ( IN FEET ) 1 inch = 20 ft. I CITY DESCRIPTION OF REVISION DATE APPROVED SEAL CITY OF RANCHO CUCAMONGA 0SoF,�c MEDIAN LANDSCAPE PLANS Planting MILLIK'EN AVENUE Plan .�R C24RANCHO CUCAMONG CORPORATE CENTER �OF CAV* Approved by / O DATE �O�; 1 I Civil Engineer R.C.E. CO. 24953 I PREPARED UNDER THE SUPERVISION OF: DESIGN �� I Iv= �1 TZ �_� _� R��i1�E D / DRAWN SHEET 16 I JW a o o S o G o N OF 20 CHARLES S. LAMB #3098 CHECKED 3OS N. 1 IlincCir III%'d, su;t` 2 1 tI I DRAWING NO. C� I�aallurtc���, C'n11i1i�rr.in cJ3ti32 (7 1 4) fitiO_.).L 1 7 1705-L Project Sheet No. 53 of 24' S1woNc �24��1� STAND ALONE CONTROLLER WITH ANTENNA TYPE C2 -AR -4000 A.C. FINISH SURFACE TO BE PLACED NOTES: NO SOONER THAN 14 DAYS NOR LATER THAN 35 DAYS AFTER BASE PAVING 1. SLOPE M TURF A1EASc ANT 1 ANTENNA PORT a BETWEEN CURB AND S10EWALK/TRAN_ - 2% `SNAP -TRE• WATERPROOF EPDXY FILLED LOCATED B -AR -4000 A.C. BASE TO BE PLACED WITHIN b. BEHIND SIOEWALK/MAIL - 2X TO &I MAX OUTSIDE OF BOX. 72 HOURS AFTER CONSOL)DATION OF BACKFILL OCCASIONAL SL_ CONNECTOR OR EQUAL /LTiTi 4' OF COMPACTED WOoo GIP (1)PERMITTED N LOCALIZL"IX AREAS W17H CITYENgNEER'S APPROVAL ��� � K aRarloED Rt1t WIRE SERVICE LOOP LOOP PER d VARIATIONS OF UP TO 4cl WILL BE SMD CALASENSE � ��x CSE / 12� E DiST. I$ < 4' LOCAL CODE. OROLI O ROD TO BE ( REPRESENTATIVE. 2 SLOPES IN 94it18/GROUWD COYER AREAS: INSTALLED INSIDE ENCLOSURE. ON ENOUGH WIRE TO EXTEND WIRE T;;; ;TI: CALSENSE CONTROLLER 12' Ml1. HARDSCAPW BETWEEN CURB AND SMEWALK/TRAK_ - 2% CONTROLLER SDE. BUNDLE 6' ABOVE GRADE) FIi;TL` MODEL NO. PER PLANS OONVf RETE FEADETL FINISH GRADE b BEHIND SroEwAUc/TRAIL ZX MIN. TO x1 MAX i=''t i` SDC. �T BE ONE HALF OF SPACING CURB d SIDEWALK, ETC.) (1) OCCASIONAL SLOPE VARIATIONS OF LP TO 2:1 WILL BE PERMITTED SPLICE BOX COVER WiTH INSTALL CALSEIRSf ' CONDULETTE ll1/T OF PLANTER AREA REQUIREMENT N LOCALIZED AREAS WITH CITY EIM(1WEER S APPROVAL PROVIDED LOCKING TOP ETCHED "S.6" TP 110 - W�Ep WP Bll1 T JOINI/ / PLACED THAT SUCH SLOPES OVER 3:1 DO NOT EXCEED 12' N VERTICAL HEIGHT. _ _ _ _ _ _ _ _ _ _ _ 12' 3 DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE GRADE I i I I 120 VOL( DUPLEX CALSENSE HARNESS - - - - - - - - - - - - OUTLET GFCI .................... BY CASE BASiS AND WiLL. REQUIRE APPROVAL OF THE CITY ENGINEER. II i i AT GRADE M LAWN AREAS 3'-r X S -r X r CONCRETE MIN. II I I FOOTING INSTALL A MIKIWRI01 OF 3 N PLANTER BEDS RESET r ADM GRADE AID SLOPE t o . # o TDP TO DRAIN AT A 114 OF 21L 1P-1 TRANSIENT 95% RELATIVE n _ i H _+ ':Z PRolECT10N BOARD COMPACTION INTI. ) °°wo" W"�bae'ROL W� N 90% RELATIVE J' 9CH.40 PVC CONDOR. COMPACTION MIN. -- O GO CRUSHED AGGREGATE BASE N BOX. CARSON OR EQUAL SEE NOTE /1 SHOVEL CLT EDGE COMPACTED 120 VOLT WIRE N RICO SiEfl 16 I 12 X 1 GREEN PLASTIC METER tL F�-�-1 LESS THAN 100' IN LE.NGNT, ly NATIVE SOIL C TO POWERCONDUIT (PEFt LOCAL SIDE CA6> �• SWEEP El 1 (iYP.) jp '`lam 10" lir ENCLOSURE MOUNT COy�. LMR 1 APRON PORT EPDXY �. • \ 3' % PPI f1ECTW SWiTCH FOR �SECURITY 9Gs�(. INSTALL TTIONLOCATED a/LOOCAT1UTSIDE 0 • v s.' \ OUTSIDE PUBLIC R.O.W. t.ICHIT CaIrtROI AS REOURED PER I PFR CITY AND CMCENSE REP. ��� . �/ KnJVHS I I 1. NbTALL CONTROLLER PER MFG, PRINTED INSTIRtrTIONS MD PER LOCK 0.. t R SADNG PER UTILITY NOTES: _ CODES. LOCATION TO BE APPROVED N HELD BY THE CITY INSPECTOR INVOLVED. F NONE REQUIRED, USE CLASS 2 AGGREGATE BASE, CONTROL AS PER STANDARD DWG. NO. 341 IIQTE: 1. PRIOR TO PURCHHASE/PLACOMEfTf OF THE IIl1LCH, THE CONTRACTOR SHALL � - � � � ` r I i aDCTwC METER PGR 3XZ PRIOR TO CONSTRUCTION. SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL _ _ C LSAMS'E OONT11"IM MOM M0 1 L SEQUENCE REMOTE CONTROL VALVES. TO THE PUN'S DIE 1. ALL SHRUBS AND GROUND COVER TO PLANTED AT EQUAL 2. MULCH UNDER TREES MID SHRUBS AS DIRECTED ON THE PLANS AND BLEND TURF SHRUB AND GROUND COVER 2X �%jR, _ PER PLANS L 1. AN trWrlcMe 100' in SPACING TRU1NGlAAR UNLESS OTHERWISE INDICATED ON - - - - - - - - - RETER TO CONTROLLER J PLANS: LEGEND OR SPACING REQUIREMENTS. INTO EDGES AT GROUND COVER AREAS. - - - - - - - - - - - INSTALLATION SID. I I 3 RUN ONE EXTRA WIRE (COLOR ORAN(:Ej TO FARTHEST RCV ON EACH length or b^4er shall be bockMNed and consolidated per 2. WHERE Pl/VHTID ADJACENT TO WILLS. WALKS, CURBS OR 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. SECURITY LIGHT I r J /24VOLT WIRES. TAPED AND BRANCH OF THE MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE Sections 306-1.3.1 thru 306-1.3.4 of the Standard Specifications. SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. 1PLAN RECURRED PER L BUNDLED AT 15 Fi. INTERVALS WIRE AT THE ENCLOSURE. 2. Spread Bores may be employed for trench Paving job less than 500 in. ft BALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING: WITHIN PUBLIC RIGHT-OF-WAY FINISH FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIRFMFNTS. I I I I I SEE NOTES HEREON GRADE HY �� 1100 2 CU. FT. PEA GRAVEL 4. COMMON WIRE 1D BE WHITE AND CONTROL WIRE TO BE RED M COLOR. N joints shah be verticil butt 3 SPACING REQUIREMENTS SMALL GOVERN THE FINAL QUANTITIES 2' SCH 40 CONDUIT 4. Unless cross wi instructed Hotr by or feathered atnt joints ore not acceptable. OF PLAIT MATERIALS. PLANT L GOVERN QUANTITIES INDK AiAL U THE IFOR I►aN� LIGHT MIN. I I 1 I III � 12o VOLT WINE N Ilslo � �� VALVES. eE MAGE eETrIEE?, CONTROLLER AND REMOTE � by City E^q'n°er, trench patch st'°I be straight across width, and shah not be crowned of center. {' .: ' L� CONOUrr O � i ANT 1 AMNIA PORT TO BE CONNECTED TO DOTAL TRUNK: RADIO 5. Prior it to Ida with placementad k a.c.. pavement� s hoN be cut to a dean vertical and LEGEND ARE ESTIMATES ONLY. » i:♦L: (DTR2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER 3YSTEW PRIOR TO ACCEPTANCE. 6. The entire traveled lone, 12' min.. sdroN be overbyed wRh 0.10' mini. C2 -AR - 4000 A.C. Loring a self propelled paving machine (BARBER GREEN. SLAW KNOX ---- 1I - oT S00' ht -_-_- - 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. or equal) for I trenches in Lang or longer. CiTY OF RANCHO CUCAMONGA, CALIFORNIA CI'T'Y OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA I CITY OF RANCHO (J7CAMONGA, CALIFORNIA CITY" OF' RANCHO (J'CAMONGA, CALIFORNIA Ci`I�Y OF RANCHO CUCAMONGA, CALIFORNIA SHRUB AND GROUND COVER STANDOM PLAN APPIME>, IV. STANDARD I APrRavl� Wn STANDO" PLAIN I AMEN" sr. CONTROLLER ENCLOSURE SMNlMf "-AN I A-PROVED x' STANWPS PLN I Ir CONTROLLER ASSEMBLY STAIBARS'LAN I "v" n. STA060" PIAN SPACING 508 MULCH INSTALLATION 509 ALLOWABLE GRADES 541 - TYPE A 522 24 VOLT SPLICE BOX 540 INSTALLATION - TYPE A 524 TRENCH REPAIR 120 CM OAGBETR M Y< NM STI/DAID IELSRAT*M FOR PURL WOWS ooNSTKacTO1 QTR M R WM STANtUAM S7tt'17CATI" FOR KWIC WOWS OOFSTRUCTIOK DOG11EER M USE WIWI SUM AM SPEfiCaTlOM IDR PIBLC MOM ORRTRIICTDII CITY OIGRI ER M WE TORN Sropsm" spreirCATIOM FDR INNING woos 001RTmOC M EI4EFF M UK TORN STANQMe !!!!CATH" WR PUBLIC TOOWIC! COISTRUC71M CITY OKiEM M Ili WITH STAWAID SPECPTGTRIIp POR PUBLIC WOWS OONSTMICTION CIT' OftEER M USE Inn STMOMM SPOCWK:ATIMIS FOR P=X WORKS OOMMUCN0N vC 24953 BEET I OF I RZZ - Z495_ BEET I � I c• 24953 9EET I W L R.CF. - 24953 aEET I M I R.L:c.. 24953 SHM I s I R.CE. 24953 aETT I W I Rrf- 24953 SHEET I ff I 1. REMOVE MHRSQL• SrA1ff5 STORM DRAIN r^` L sr�-� BE PLUMB AM LrrEmEs S W 3. STAKE TREE PERPENDICULAR ` l TO PREVAILING WPM, m V I HYIRDSCARNG{SEE NOTE 4) z ROUND PLASTIC VALVE BOX Nle N I ( / COVER ETCHED EQUAL) GATE" FO r_ _ 11Nti. _ _ I I � y Z (CARSON OR EQUAL) W E SIDEIMALX CRY E 'r� - < in FINISH GRAD" ` v I u S I I I I aim, =1 I �_I 1- C4 I I 11-1 I Il I F TOP TE TO K PLACED M u L n r 11!11011 10 FORM 3 &URB AND GUTTER METER 10 5' \ I I I -III I I I I LOW ISWPOSSIBLE FOR THE eF1O bISN. # \\ ( S7A Or TREE 5 TP of 1� BELOW # MIN. MIN �� I� I�I' I I Z -III I I -I (_ � - 1 1 T- GR STEEL LLHA SUPPORT OR ALLOW NOT SO LOW AS TO LOSE SPOCES GROWTH HHABR POWRT& orrE HEAD OF TREE WHERE MP D 2 " `� WITH ULCH. �� H I I I!I I r WEDGE - T_" OR L#JW" WiTH THE HEAD TO DROP. --4# MAIN TRUNK F}RSH GRADE 1-' - L�j - 13 (2) SETS OF CNLTH TES SPACED 24µSPECS L - N -jI _ CLEANSPECS FOR MATERW_ BACKFILL - � TE VALVE T OPERATING NUT AFVSIF, ATTACH WITH fY1LVANQFA R - - - - - - - - - W 90X CONHPA,CTION REQUIRED L+.I i -I ( 907[ COMPACTION REQUIRED EPDXY COATED VALVE SCREWS TO I' LODGE POLES. .MAX 2' DK LODGE POLE PINE STAKES �D�VAL'L n WITH WOOD PRESERVATIVE STAN. fN DRIVE S.L r PROVIDE 6" MIN. OF SANG i NON -PRESSURE LATERAL LIME DRIVE A MMNWA4 OF 6' INTO I APPROACH J O IF BEDgNG AND SHADOING SCH. 40 SNAKE PIPE IN LTOHDISTUR9E0 SOIL AND POSITION - -- --- _ I .. - .. - - -I I I I I- TRENCH 3' 3" STAKES OUTSIDE ROOT BALL. - - - - ki 00 ARBm GUMtO N TURF AREAS AID 5 CURB MID GOITER , - II L r=1 FRONT YARDS HOOT BAIL INN. MIN. 5'0' 10' .•.. I i -I I n -III PRESSURE SUPPLY LINE: TOP OF RDDTmi TO EXTEND Y ' I I�I _ SCH. 40/CL 315 SINCE AL90VE FINISH GRADE. - 11-I .... ((_ PIPE N TRENCH 1•IMIT R7i ,D 11E (� ,.I6 ,HE TIGHTLY COMPACTED r am TO FORM I I -- � WDTH of ,THE ROOF BAIL �'� 1-1 I CONTROL WIRE SLEEVE - -III I f-1 WATERING BASIN FOR RESIDENTIAL AND CATCH BASN� _ SIZE PER PLAN INSTALL _ _ - GROUHo oOIfR NSTALLATX)h15. LOCATE TRANSFORMER VAULT. - - ADJACENT TO PRESSURE _ _ BUNDLE i eF OUTSIDE PLANT PrI. IN TURF• SII -I �I �I�I _ AREAS TO eE REMOVED P� TO CITY I - 5: �I SUPPLY LINE N AND TAPE AT 15' O.C. AND ACCEPTANCE. I-1 I I . -.... _ ............. -I I �i I ( 11=1 I INSTALL ADJACENT TO _ _ _ _ * I. TREE SPACING SHALL CONFORM 10 PLANS APPROVED BY THE GTL' EWdNEER - - -- - PRESSURE SUPPLY LINE -I - PRESSURE SUPPLY LINE �; ti �-I - PRESSURE I-1 =� l _I h*- M1W BACKPILL WITH No 2. ALL TREES N THE R.O.W. ARE SUBJECT TO UNE.OF.SIGHT I I -I I III -III -I I I - SLEEVE - SIZE TWICE I _ _-I I I I -I I f I I 's'• : ROCKS GREATER THAN 3' I �l I I- I -III - DIAMETER OF PRESSURE I I� I I 1-1 OWN -TER. CRITERIA AS APPROVED EfY TRAFFIC ENGINEER. ' t I SUPPLY UNE i I 1=1 6- TMP. BEDDING 6" INN, of SAID 3. AT ALL LOCAL RESIDENTiAL/LOCK RESIDENTIAL INTERSEC IONS PLACE lot 6' TMP. BEDDING AND SFU1DDNrG UNDISTURBED NATIVE SOI. PARKWAY TREE AT A MN. OF 25' FROM BCR OR ECR. 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND NON-PRESSl1RE LATERAL �REGATE BASE ROOT 9AW L i LINE SLEEW - SIZE TWICE NATIVE BACKFILL WTI" NO NOTES FACN_TTIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY DIAMETER OF NON -PRESSURE NOTES: OWNED WATER d: SEWER LATERAL LINES. NOTES: 1. PLACE AGGREGATE MOR TO INSTALLATION OF VALVE BOX. i ROCKS GREATER THWI r DSL 1. l! NCE LMTTED ROM Or LLOOSEMG ALL ROOTS AT EDGE LATERAL UNE 11ALL 00 NOT CRACK ROOT BALL 1. ALL SLEEVES TO BE SCM 40 PVC 2. INSTALL CONTROL VALVES A MIN. OF 12' FROM POSSIBLE OR F SIDEWALKS. G. S. TREES SHALL NOT BE LOCATED ON PROPERTY ONES. NOTE- 3. INSTALL VALVES N PLANT BEDS WHERE EVER POSSIBLE NEXT 70 SHOEWALKS. l 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSC/APING AT BOTH ENDS. 1. PiGTANL AND LOOP CONTROL WIRE AT 90' CFA40ES IN DIRECTION. I I T I I I a. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HHARDSCAPING. NATIVE SM UNDISTU IIED EN"EFRING DIVISION. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 2. PRESSURE SUPPLY LINE: 2 1/2' AND SMALLER 18' MIN. DEPTH 5. PUKE AGGREGATE PRiOR TO INSTALLATION OF VALVE BOX. I I T I 1 T I I� 4. PIPING UNDER PAVEMENT O 36' E TRAFFIC LOADS REFER TO CITY 3" AND LARGER 24' MIN. DEPTH 6. ATTACH METAL VALVE IOENTiF)CATION TAG WITH APPROPRIATE CONTROLLER AND TWICE ROOT WI AIDTH 7. STREETARN PLANS. S SFW! BE PLANTED AND STAKED ACCORDING TO 7HE CiTY RAL SEC�ON)iFN. TO 36" MAXLAX DEPTH TO TOP OF PIPE BELOW VALVE NUMBER. CITY OF RANCHO CV('AMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO ('VCAMONGA, CALIFORNIA CiTY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA I 1 I I APWDVES n. I APPROVED SY- I APPIUN" Te- "$Paw tD FILM STANWMS PLAN STANDARD ILMI STMBARD PINI DOUBLE STAKED TRF.F, STMWMMf IAN "' sTA1�MW PLAN VALVE 5 GAL - 24" BOX 502 CONTAINER PLANTING 5os TREE PLACEMENT 501 TYPICAL SLEEVING 533 TYPICAL TRENCHING 532 - 3" or smaller 518 M Ili TONIN STAWMe SPECRICATOM POR PUR.0 WOMM OO111111CTION DI 249 M u0[ OIN fFA1RAAl@ lECR1CATIOIFS FOR FIRING W9ws OOISTRICTIOTO � M YSE TORN fTAMe,A1W1 SPECRTCATDNS FM PSIiIC TODIWtS CaNSTWUCTOTO ars-ENGINEER 3 M Yi WITH STAIRIMD SPEL'PTCJ710NS FOR PINNING WON" OONSTRLKTDN RCl" ENGTHMP .CE. 24953 M WtTlt MANNAN SPECIFICATIONS NOR PWR1C 1IORKS OONSTRirCnOR RCIf�I. 953 M IIWE TOM SRID.AID SPECWICATIOIS FOR PURI IIOIWUS COIaTRIRTION R.f E DII 249 3 . R.cE 24953 9EET 1� 1 24953 SHEET I M I sHErT 1� 1 ivEET l� 1 BEET H a t LE1"r t i l TO SPRIN KLER - ANGLE POPE TO BACKFLOW PREVENTER STRONG BOX SPECIFIED DEPTH WITH 4S ELLS MODEL NO. SBEIC. 45 -AL BACKFLOW PREVENTER SCH 40 PVC MALE ADAPTOR �_ ASSEMBLY 4' LAYER OF MULCH W -PGP SHRUB HEAD BODY SET TO SCH 80 PVC UNION r - - - - - - - - - - - - - IPPLE - iYPIC-AL a 1/4- ABOVE FINISH GRADE �WIP-ITE' WATERPROOF BRASS OR PNC NIPPLE CONNECTORS OR EQUAL PRESSURE REGULATOR 4) PLACES RAN BIRD 33 DNP WITH PURPLE ELECTRIC CONTROL VALVE RUBBER GAP - SUPPLY ONE KEY FINISH GRADE S MPLASTIC ARKED VALVE R(V" i , - - - - \ B WHITE S QCN s INCLUDING HOSE STRUCTURE OR z HARDSCAPING (CARSON OR EQUAL) ; I E EPDXY Film WATERPROOF W ETCHED WiTH CONTROLLER FINISH GRADE - INSTAL IN Al AND VALVE SEQUENCE THC( X 1Y WIDE RED CONNECTOR OR EQUAL PLANTER BED ONLY Mu(�}i TO � TAf'Vtiz�D AWAY rROM RrAD ar MAX1111" Le 6' MN. Fimsm GRADE BRiSS WYE STRAINER / PAD VARIES BLACK PIG TAIL EXPANSION t�--'� WITH 60 MESH COPE TO DRAIN AT MINIMUM IRRIGATION CONTROLLER LOOP (MIN.24 LONG) 1 MONEL SCREEN �L SIDEWALK 1pilONd FNiSH GRADE PLASTK VALVE BOX (CARSON OR WATERPROOF ALL MIOiSTINtE PVC SLEEVE EOUK) WITH PLASTIC ASTIC INTEGRATED WIRE CONNECTIONS SENSOR } .�Y.:. �. REQUIRED FOR IOCKI►iC LID. CE AT GRADE IN -- WHERE PIPE THROUGH TURF AREAS AND 3' ABOVE N SCH 40 BRASS NIPPLE 12' it REQUIRED CONCRETE PAD PLANT BED. SCH 40 BRASS 90' ELL 3' PiC TAIL EXPANSION NIPPLE - TYPICAL PIG TAIL EXPANSION , r #j LOOP (MN. 24' LONG) FROM WATER SOURCE - (2) PLACES LOOP (MN.24- LONG) " ac (>NNTE ) MI SCH 40 BRASS 90' STREET ELL STAINLESS �� r SCH 40 PVC MALE COAN/ON SCH 40 BRASS NIPPLE SCREW - CLAMP 2 FLOW � 1 VALVE W 11N/ ION � I .._� 9OX COMPACiiON .,�.- Ulm 14 BLUE � 24' LONG MNHiMUM (3) PLACES REQUIRED _ Ill c 3/4' WASHED l i - WIREs SCH eD PVC 90 STREE> i Ell r24 LONG) STAKE CRUSHED AGGREGATE ) •>,r � ' 4 M~E R r � MASTER CONTROL LINE TO SYSTEMS BLACK VALVE LITMs AD SCH 80 PVC NIPPLE CONCRETE THRUST BLOCK( ELBOW WITM FLOW METER MARIEIL 90 STREET ELL 90' STREET ELL CONTROL R COMMON WIRES PER CCM STANDARDS TYPICAL (4) PLACES OLA0IETFN SAGE PPE AND RELATED FITTINGS SILL K PER sm AS METER SlffOW LATERAL FITTING MNVIRLEX 90 STREET ELL -- - CUCAMONGA COUNTY WATER DISTRICT STANDARDS. aAMEIEW SMI! sa CONTRACTOR SHALL VERIFY WiTH CCWD PRIOR TO AS FLOW METER Siff NON -PRESSURE LATERAL LINE SCH 80 PVC NIPPLE NOTES: CONSTRUCTION. TYPICAL (2) PLACES 1. INSTALL PER LOCAL CODES. MHT[ -DRAIN VALVE AS REQUIRED BRASS NNN PILE 2. EQUiPMENT TO BE INSTALLED AT A MINIMUM OF 24' FROM ANY MDR" DISTANCE DOWNSTREAM OF STRUCTURES OR HARDSGAPING. UNINTERRUPTED PIPE (5X DIAMETER NOTE. SCH 40 PVC SXSXT TEE P SUPPLY LINE 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL.. BOLDING. ETC.) OF FLOW METER SIZE) PRESSURE SUPPLY 1. LOCATE HEAD 2' TO 6' FROM WALKS. CURBS, HARDSCAPING. MOW STRIPS, MOUNT TEST COCKS ON OPEN OR NON -STRUCTURE SIDE. MINIMUM DISTANCE UPSTREAM OF LINE FITTING AND EDGES OF LAWN. 1. INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR �. 4. ORIENT UNIT PARALLEL TO STREET. UNINTERRUPTED PPE (iOX DIAMETER 2. USE TEFLON TAPE ON ALL MALE THREADS. DESCRIPTION OF REVISION C 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWIALKS. 5. SCREEN UNIT WiTH SHRUBS WHENEVER POSSIBLE. OF FLOW METER SIZE) PRESSURE St1PPLY LINE 3. INSTALL HEADS WITH INTERNAL CHECK VALVE MID PIESSURE 3. PLACE VALVE BOX AT RiGHT ANGLES TO STRUCTURES OR HHARDSCAP[NG. 6. DALETIC FITTINGS ARE REQORED FOR CONNECTIONS OF COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 4. PLACE AGGREGATE PRiOR TO INSTALLATION OF VALVE BOX. DISIMILAR METALS. SEAL CITY OF RANCHO CUCAMONGA S. ATTACH PLASTIC IDENTIFICATION TAG WiTH APPROPRIATE CONTROLLER AICA 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER 4. HEAD CONNECTION AT BOTTOM INLET ONLY. , VALVE NUMBER. WHEN MAINLINE IS 3' OR LARGER. CITY OF' HANC110 CUCAMONGA, CALIFORNIA ('iT OF RANCHO ('I ('A'\ION(:A, CALIFORNIA CITY OF RANCHO (J'CAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO C(?CAMONGA, CALIFORNIA I m AP,.,�e >n. > TAN �� I M PROVES STAIDAPD PUN A�. By. STANSARS I A� IM STAINING Esc MEDIAN LANDSCAPE PLANS REMOTE CONTROL VALVE WITH REDUCED PRESSURE FLOW METER INSTALLATION QUICK COUPLING VALVE WITH METAL AAF STAKE - FOR NON -TURF AREAS HI -POP SHRUB SPRAY � 0 M I LL I KE N AVENUE SHUT-OFF VALVE & UNION 520 BACKFLOW PREVENTER 517 516 _ 535 539 5 S NS CITY 06R[ER M UN WIM STAMN119 WWW ATIOIS FOR PUBLIC WORKS C016TRlCTTOTO CITY OI®EEN M Ili WIN STOMAID SPECICAMM FDR PURL WORKS CONVftiCTM CIT' ENGWIEM M IID[ WITH STAI"W 11MVICAT10FB FOR PURIC TOORKS OORSTRUCT10N CITY ENGPFER M UK WTM STANOAID SPECVXAT1" FOR PURK w01W,'• CONSTRUCTION ENGINEER DAUK WIW SrAtDARO SPECWCAMM FOR PUBLIC WDBL" CONSTRDCTDN R.LF. 24953 SHEET 1 or 1 RLE 24953 SECT I Or 1 PCE 24953 SWET I IF I RIF.. 24953 SEEET I ff 1 24953 WET 1 � 1 �� Q�j� � �11% Project Sheet No. -.-5-q of CITY OF RANCHO CUCAMONGA PLANTING AND IRRIGATION SPECIFICATIONS SPRINKLER IRRIGATION SPECIFICATIONS PART 1 - GENERAL 1.01 DESCRIPTION A. Scope of Work: Provide all labor, materials, transportation, and services necessary to furnish and install the Irrigation System as shown on the Drawings and described herein. B. Standards: All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. 1.02 QUALITY ASSURANCE dt REQUIREMENTS A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all observations as required B. Manufacturers Directions: Manufacturers directions and detailed drawings shall be followed in all cases where the manufacturers of articles used in this Contract furnish directions covering points not shown in the Drawings and Specifications. C. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these Specifications, and their provisions shall be carried out by the Contractor. Anything contained in these Specifications shall not be construed to conflict with any of the above rules, regulations, or requirements of the same. However, when these Specifications and Drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these Specifications and Drawings shall take precedence.. D. Explanation of Drawings: 1. Due to the Scale of the Drawings, it is not possible to indicate all offsets, fitting, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnished such fittings, etc., as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between the irrigation system, planting and architectural features. 2. All work called for on the Drawings by notes or details such be furnished and installed whether or not specifically mentioned in the specifications. 3. The Contractor shall not willfully install the irrigation system as shown on the Drawings when it is obvious in the field that obstructions, grade differences, or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the City of Rancho Cucamonga. In the event this notification is not performed, the Contractor shall assume full responsibility for any revision necessary. 1.03 SUBMITTALS A. Material list: 1. The Contractor shall furnish the articles, equipment, materials, or processes specified by name in the Drawings and Specifications. No substitution will be allowed without prior written approval by the City of Rancho Cucamonga. 2. Complete material list shall be submitted prior to performing any work. Material list shall include the manufacturer, model number, and description of all materials and equipment to be used. Although manufacturer and other information may be different, the following is a guide to proper submittal format: Item No. Description Manufacturer Model No. 1 Backflow Preventer Febco 825 -Y -BV 2 Automatic Controller Calsense ETI -24 -DR 3 Master Valve Superior 3100 RCV 4 Etc. Etc. Etc. Irrigation submittal must be specific and complete. All items must by listed and should include solvent, primer, wire, connectors, valve, boxes, etc. No copies of manufacturer's literature (catalog cuts) are required as submittal information. 3. Equipment or materials installed or furnished without prior approval of the City of Rancho Cucamonga may be rejected and the Contractor may be required to remove such materials from the site at his own expense. 4. Approval of any item, alternative or substitute indicates only that the product or products apparently meet the requirements of the Drawings and Specifications on the basis of the information or samples submitted. 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. RECORD DRAWINGS: 1. The Contractor shall provide and keep up-to-date a complete record set of blueline ozalid prints which shall be corrected daily, showing every change from the original Drawings and Specifications and the exact installed locations, sizes, and kinds of equipment. Prints for this purpose may be obtained from the City of Rancho Cucamonga at cost. This set of drawings shall be kept on the site and shall be used only as a record set. 2. The Contractor shall make neat and legible notations on the record drawing progress sheets daily as the work proceeds, showing the work as actually installed. For example, should a piece of equipment be installed in a location that does not match the plan, the Contractor must indicate that equipment has been relocated in a graphic manner so as to match the original symbols as indicated in the irrigation legend. The relocated equipment and dimensions will then be transferred to the original record drawing plan at the proper time. 3. Before the date of the final observation, the Contractor shall transfer all information from the "record drawing" prints to a sepia mylar or similar mylar material. Arrangements shall be made through the city for obtaining said sepia mylar or similar mylar material. All work shall be in waterproof India ink and applied to the mylar by a technical pen made expressly for use on mylar material. Such pen shall be similar to those manufactured by Rapidograph, Kueffel dt Esser, or Faber Castell. The dimensions shall be made as to be easily readable even on the final controller chart (see Section C). The original mylar "record drawing" plan shall be submitted to the City of Rancho Cucamonga for approval prior to the completion of the controller chart. 4. The Contractor shall dimension from two (2) permanent points of reference, such as building corners, sidewalk edges, road intersections, etc., the location of the following items: a. Connection to existing water lines. b. Connection to existing electrical power. e. Gate valves. d. Routing of sprinkler pressure lines (dimension max. 100' along routing). e. Sprinkler control valves. f. Routing of control wiring and locations of all splice boxes. g. Quick coupling valves. h. Stub -outs for future connections. i. Other related equipment as directed by the City of Rancho Cucamonga. 5. On or before the date of the final field observation, the Contractor shall deliver the corrected and completed sepias to the City of Rancho Cucamonga. Delivery of the sepias will not relieve the Contractor of the responsibility of furnishing required information that may be omitted from the prints. C. Controller Charts: 1. As-builts drawings shall be approved by the City of Rancho Cucamonga before controller charts are prepared. 2. Provide one controller chart for each controller sequence. 3. The chart shall show the area controlled by the automatic controller and shall be the maximum size which the controller door will allow. 4. The chart is to be a reduced drawing of the actual installed system. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced. 5. The chart shall be a black line or blueline ozalid print and a different color shall be used to indicate the area of coverage for each station. 6. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils. 7. These charts shall be completed and approved prior to the final field observation of the irrigation system. D. Operation and Maintenance Manuals: 1. Prepare and deliver to the City of Rancho Cucamonga within ten calendar days prior to completion of construction, two hard -cover, three ring binders containing the following information: a. Index sheet which states Contractor's name, address, and telephone number, and which lists each installed equipment and material item including names and addresses of manufactures local representatives. b. Catalog and parts sheets on every material and equipment item installed under this Contract. c. Guarantee statement. d. Complete operating and maintenance instructions on all major equipment. 2. In addition to the above mentioned maintenance manuals, provide the City's maintenance personnel with instructions for major equipment and show evidence in writing to the City of Rancho Cucamonga at the conclusion of the project that this service has been rendered. E. Equipment to be Furnished: 1. Supply as a part of this contract the following tools: a. Two (2) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project. b. Two (2) four -foot valve keys for operation of gate valves. c. Two (2) keys for each automatic controller. d. One (1) quick coupler key and matching hose swivel for every five (5) or fraction thereof of each type of quick coupling valve installed. 2. The above mentioned equipment shall be turned over to the City at the conclusion of the project. Before final observation can occur, evidence that the City has received material must be shown to the City of Rancho Cucamonga. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling, loading, unloading, and storing PVC pipe and fittings. All PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to subject it to under bending or a concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded, and if installed, shall be replaced with new piping. 1.05 SUBSTfrUTTONS A. If the Contractor wishes to substitute any equipment or materials for the equipment or materials listed on the Drawings and Specifications, he may do so by providing the following information to the City of Rancho Cucamonga for approval: 1. Provide a statement indicating the reason for making the substitution. Use a separate sheet of paper for each item to be submitted- 2. ubmitted2. Provide descriptive catalog literature, performance charts and flow charts for each item to be substituted. 3. Provide the amount of cost savings if the substituted item is approved. B. The City of Rancho Cucamonga shall have the sole responsibility in accepting or rejecting any submittal item as an approved equal to the equipment and materials listed on the Drawings and Specifications. 1.06 GUARANTEE A. The guarantee for the irrigation system shall be made in accordance with the attached form. The General Conditions and Supplementary Conditions of these Specifications shall be filed with the City prior to acceptance of the irrigation system. B. A copy of the Guarantee form shall be included in the operations and maintenance manual. C. The guarantee form shall be re -typed onto the Contractor's letterhead and shall contain the following information: GUARANTEE FOR IRRIGATION SYSTEM We hereby guarantee that the irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the Drawings and Specifications, ordinary wear and tear, unusual abuse, or neglect excepted. We agree to repair or replace any defects in material or workmanship which may develop during the period of one year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional costs to the City. We shall make such repairs or replacements within a reasonable time, as determined by the City, after receipt of written notice. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the City, we authorize the City to proceed to have said repairs or replacements made at our expense and we will pay the costs and c harges therefore upon demand. PROJECT: Median Island Landscape Improvement for Milliken Ave. LOCATION: Between Foothill BI. & Arrow Highway; Pacel Map # 15295 SIGNED: ADDRESSED: PHONE: DATE OF ACCEPTANCE: PART 2 - PRODUCTS Ir11111113IT1*31 01 A. General: Use only new materials of brands and types noted on drawings, specified herein, or approved equals. B. PVC Pressure Main Line Pipe and Fittings: 1. Pressure main line piping for sizes 2" and larger shall be PVC Class 31 S. 2. Class 315 pipe shall be made from an NSF approved Type 1, Garde!, PVC compound conforming to ASTM resin specification D1784. All pope must meet requirements asset forth in Federal Specification PS -22-70, with an appropriate standard dimension (S.D.R.) (Solvent -weld Pipe). 3. Pressure main line piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent welded joints. 4. Schedule 40 pipe shall be made from NSF approved Type 1, Grade 1 PVC compound conforming to ASTM resin specification D1785. All pipe must meet requirements asset forth in Federal Specification PS -21-70. 5. PVC solvent -weld fittings shall be Schedule 40, 11-1 NSF approved conforming to ASTM test procedure D2466. 6. Solvent cement and primer for PVC solvent -weld pipe abd fittings shall be of type and installation methods prescribed by the manufacturer. 7. All PVC pipe must bear the following markings: a. Manufacturers name b. Nominal pipe size c. Schedule or class d. Pressure rating in P.S.I. e. NSF (National Sanitation Foundation) approval f. Date of extrusion 8. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. schedule and NSF seal of approval. C. PVC Non -Pressure Lateral Line Piping: 1. Non -pressure buried lateral line piping shall be PVC Schedule 40 with solvent -weld joints when installed in planting areas. 2. Non -pressure lateral line piping installed under paved areas shall be PVC Schedule 40 with solvent welded joints. 3. Pipe shall be made from NSF approved, Type I, Grade H PVC compound conforming to ASTM resin specification D1784. All pipe must meet requirements set forth in Federal Specification PS -22-70 with an appropriate standard dimension ratio. 4. Except as noted in paragraphs 1, 2, and 3 of this section (2.01B), all requirements for non -pressure lateral line pipe and fittings shall be the same as for solvent -weld pressure main line pipe and fittings as set forth in section 2.01B of the Specifications. D. Brass Pipe and Fittings: 1. Where indicated on the Drawings, use red brass screwed pipe conforming to Federal Specification #WW -P-351. 2. Fittings shall be red brass conforming to Federal Specification #WW -P-460. E. Copper Pipe and Fittings: 1. Pipe: Type K, hard tempered. 2. Fittings: wrought copper, solder joint type. 3 Joints shall be soldered with silver solder, 45% silver, 15% copper, 16% zinc, 24% cadmium, solidus at 1125° F, and liquidus at 1145° F. F. GateValves: 1. Ball Valves (1'/z" and smaller) a. Ball valves shall be a 125 lb SWP bronze valve with threaded ends and shall be equipped with a stainless steel handle. b. Ball valves shall be Nibco T- 585-70-66 or approved equal. c. All Ball valves shall be installed per detail. 2. Resilient Wedge Gate Valve (2" and larger) a. Resilient Wedge Gate valves shall be epoxy coated and equipped with a 2" operating nut. b. Resilient Wedge Gate valves shall be No. 403 RT -RW as supplied by Watts or approved equal. c. All Resilient Wedge Gate valves shall be installed per detail. G. Quick Coupling Valves: 1. Quick coupling valves shall have a brass, two-piece body designed for working pressure of 150 P.S.I. 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type shall be as shown on the Drawings. H. Backflow Prevention Units: 1. Backflow prevention unit shall be of size and type indicated on the irrigation drawings. Install backflow prevention units in accordance with the Drawings. 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy with 60 mesh monei screen and shall be similar to Bailey #100B or approved equal. 3. All pressure main line piping between the point of connection and the backflow preventer shall be installed as required by local code. The Contractor shall verify with the local governing body as to material type and installation procedures prior to start of construction. Submit shop drawing for approval. I. Check Valves: 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze construction with replaceable composition, neoprene, or rubber disc and shall meet or exceed Federal Specification WW -V --S 1 D, Class A, Type IV. 2. Ami -drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti -drain valve shall be field adjustable against drawout from 5 to 40 feet of head. Anti -drain valve shall be similar to the Valcon "ADV" or approved equal. J. Control Wiring: 1. Except as noted otherwise, connections between the automatic controllers and the electric control valves shall be made with direct burial copper wire AWG-U.F. 600 volt. Control wiring installed in control wire conduit within structure shall be made with AWG -TW solid copper wire. Pilot wires shall be a different color wire for each automatic controller. Common wires shall be white with a different color stripe for each automatic controller. Install in accordance with valve manufacturers specifications and wire chart. In no case shall wire size be less than # 14. 2. Wiring shall occupy the same trench and shall be installed along the same route as pressure supply or lateral lines wherever possible. 3. Where more than one (1) wire is placed in a trench, the wiring shall be taped together at intervals of fifteen (15) feet. 4. An expansion curl shall be provided within three (3) feet of each wire connection. Expansion curl shall be of sufficient length at each splice connection at each electric control valve, so that in case of repair, the valve bonnet may be brought to the surface without disconnecting the control wires. Control wires shall be laid loosely in trench without stress or stretching wire conductors. 5. All splices shall be made with Scotch -Lok #3576 Connector Sealing Packs, Rainbird Snap -Tile wire connectors., or approved equal. Make only one splice with each connector sealing pack. 6. Field splices between the automatic controller and electric control valves will not be allowed without prior approval of the City of Rancho Cucamonga. K. Automatic Controller. 1. Automatic controller(s) shall be of size and type shown on the Drawings. 2. Final location of automatic controller(s) shall be approved by the City of Rancho Cucamonga. 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each automatic controller location is to be furnished by others. The final electrical hook-up shall be the responsibility of the Contractor. L. Electric Control Valves: 1. All electric control valves shall be the same size and type shown on the Drawings. 2. All electric control valves shall have a manual flow adjustment. 3. Provide and install one control valve box for each electric control valve. M. Control Valve Boxes: 1. Use 10" x 10-3/4" round box for all gate valves. Carson Industries #910-12B with green bolt -down cover or approved equal. Extension sleeve shall be PVC with minimum size of six (6) inches. 2. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves. Carson Industries # 1419-12B with green bolt -down cover or approved equal. 3. Use 6" diameter x 8-3/4" deep round plastic valve box for all quick coupling valves. Carson Industries # 608-12 with green flex -lock cover or approved equal. 4. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves installed within on -grade landscaped areas. Carson Industries # 1419-12B with green bolt -down cover or approved equal. 5. Use 10" x 10-1/4" round box for all quick coupling valves installed within on -structure landscaped areas. Carson Industries No. 910-12B with green bolt -down cover or approved equal. N. Sprinkler Heads: 1. All sprinkler heads shall be of the same size, type, and deliver the same rate of precipitation with the diameter (or radius) of throw, pressure, and discharge as shown on the Drawings and/or specified in these special provisions. 2. Spray heads shall have a screw adjustment. 3. Riser units shall be fabricated in accordance with the details shown on the drawings. 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body. 5. All sprinkler heads of the same type shall be the same manufacturer. Project Sheet No. �.� of O. Sleeving: 1. Sleeving under hardscape or paved areas for mainline, lateral lines or control wiring shall be Schedule 40 P.V.C. or approved equal. P. Vandal Resistant Controller Enclosure: 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and Irrigation Detail sheet. 2. A backboard shall be secured to the controller enclosure housing to provide a base for mounting the automatic sprinkler controller and terminal strip. 3. A 117 volt duplex box shall be provided with an On/Off switch, and a 117 volt receptacle. Metal conduit shall rum from the 117 volt supply to the controller housing. All power within the housing shall be properly phased. 4. A terminal strip shall be provided, clearly indicating the proper points of connection of all appropriate wiring (station valves, master valve, common, central control). Q. Miscellaneous Irrigation Equipment: 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment. 2. All miscellaneous irrigation equipment shall be as specified or approved equal. ART 3 - EXECUTION 3.01 OBSERVATION OF SITE CONDITIONS A. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions and receive approval from the City of Rancho Cucamonga prior to proceeding with work under this Section. B. Exercise extreme care in excavating and working new existing utilities. The Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. Check existing utilities drawings for existing utility locations C. Coordinate installation of sprinkler materials including pipe, so there shall be no interference with utilities or other construction or difficulty in planting trees, shrubs, and ground covers. D. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting work on the irrigation system. 3.02 PREPARATION A. Physical layout: 1. Prior to installation, the Contractor shall size stake out all pressure supply lines, routing and location of sprinkler heads. 2. All layout shall be approved by the City of Rancho Cucamonga prior to installation. B. Water Supply. 1. The irrigation system shall be connected to water supply point(s) of connection as indicated on the Drawings. 2. Connections shall be made at the approximate location(s) shown on the Drawings. The Contractor is responsible for minor changes caused by actual site conditions. C. Electrical Supply: 1. Electrical cormections for any and all automatic controllers shall be made to electrical point(s) of connection as indicated on the Drawings. 2. Connections shall be made at the approximate location(s) shown on the Drawings. The Contractor is responsible for minor changes cause by actual site conditions. 3.03 INSTALLATION A. Trenching: 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even grade. Trenching excavation shall follow layout indicated on the Drawings and as noted. 2. Provide for a minimum of twenty-four (24) inches cover for all irrigation lines installed under paving or hardscaping. 3. Provide for a minimum of twenty-four (24) inches cover for all pressure supply lines of three (3) inches or larger in diameter. 4. Provide for a minimum of eighteen (18) inches cover for all pressure supply lines of two and one half (2'/z") inches or smaller 5. Provide for a minimum of twelve (12) inches for all non -pressure lines. 6. Provide for a minimum cover of eighteen (18) inches for all control wiring. 7. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to traffic loads. B. Backfilling: 1. The trenches shall not be backfilled until all required tests are performed Trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand, or other approved materials, five from large clods of earth or stones. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips, sunken areas, humps or other surface irregularities. 2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger than one-half ('/z) inch in size will be permitted in the initial backfill. 3. Flooding of trenches will be permitted only with approval of the City of Rancho Cucamonga. 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn, planting, or other construction are necessary, the Contractor shall make all required adjustments without cost to the City. C. Trenching and Backfill Under Paving: 1. Trenches located under areas where paving, asphaltic concrete, or concrete will be installed, shall be backfilled with sand (a layer four (4) inches below the pipe and six (6) inches above the pipe) and compacted in layers to 95% compaction, using manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left in a firm unyielding condition. All trenches shall be left flush with the adjoining grade. The Contractor shall set in place, cap and pressure test all piping under paving prior to the paving work. 2. Generally, piping under existing walks is done by jacking, boring, or hydraulic driving, but where any cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and replaced by the Contractor as a part of the Contract cost. Permission to cut or break sidewalks and/or concrete shall be obtained from the City of Rancho Cucamonga. No hydraulic driving will be permitted under concrete paving. 3. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to traffic loads. D. Assemblies: 1. Routing of sprinkler irrigation lines as indicated on the Drawings is diagrammatic. Install lines (and various assemblies) in such a manner as to conform with the details in the Drawings. 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its own outlet. 3. Install all assemblies specified herein in accordance with respective detail. In absence of detail drawings or Specifications pertaining to specific items required to complete work, perform such work in accordance with best standard practice with prior approval of City of Rancho Cucamonga. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before installation. Installation and solvent welding methods shall be as recommended by the pipe and fitting manufacturer. 5. On PVC to metal cormections, the Contractor shall work the metal connections first. Teflon tape or approved equal, shall be used on all threaded PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure is all that is required. Where threaded PVC connections are required, use threaded PVC adapters into which the pipe may be solvent welded E. Line Clearance: 1. All lines shall have a minimum clearance of six (6) inches from each other and twelve (12) inches from lines of other trades, with the exception of the control wire sleeve(s) which shall be installed adjacent to pressure supply line. Parallel lines shall not be installed directly over one another. F. Automatic Controller Assembly: Install as per manufacturer's instructions. Remote control valves shall be connected to controller in numerical sequence as shown on the Drawings. G. High Voltage Wiring for Automatic Controller. 1. 120 volt power connection to the automatic controller shall be provided by the Contractor. 2. All electrical work shall conform to local codes, ordinances, and union authorities having jurisdiction. H. Remote Control Valves: 1. Install where shown on the Drawings. Where grouped together, allow at least twelve (12) inches between adjacent valve boxes. Install each remote control valve in a separate valve box. I. Flushing of System: 1. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion work has been completed, and prior to installation of sprinkler heads, the control valves shall be opened and full head of water used to flush out the system. 2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the city of Rancho Cucamonga. J. Sprinkler Heads: 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to be installed in this work shall be equivalent in all respects to those itemized. 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. In no case shall the spacing exceed the 3.04 TEMPORARY REPAIRS The City reserves the right to make temporary repairs as necessary to keep the sprinkler system equipment in operating condition. The exercise of this right by the City shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. 3.05 EXISTING TREES Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots occur shall be done by hand. All roots two (2) inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots one (1) inch and larger in diameter shall be painted with two coats of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four (24) hours; and where this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. 3.06 FIELD QUALITY CONTROL A. Adjustment of the System: 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks, roadways, and buildings as much as possible. 2. If it is determined that adjustments in the irrigation equipment will provide proper and more adequate coverage, the Contractor shall make such adjustments prior to planting. Adjustments may also include changes in nozzle sizes and degrees of arc as required. 3. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten (10) days after notification by the City. 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the Drawings. 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so that each lateral operates at design pressure. B. Testing of Irrigation System: 1. The Contractor shall request the presence of the City of Rancho Cucamonga in writing at least 48 hours in advance of testing. 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch and prove watertight. Note: Testing of pressure main lines shall occur prior to installation of the electric control valves. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per square inch and proven watertight prior to paving. 4. Sustain pressure in lines for not less than six (6) hours. If leaks develop, replace joints and repeat test until entire system is proven watertight. 5. All hydrostatic tests shall be made only in the presence of the General Contractor and the City of Rancho Cucamonga. No pipe shall be backfilled until it has been observed, tested, and approved in writing. 6. Furnish necessary force pump and all other test equipment. 7. When the irrigation system is completed, perform a coverage test in the presence of the City of Rancho Cucamonga to determine if the water coverage for planting areas is complete and adequate. Furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the Drawings, or where the system has been willfully installed as indicated on the Drawings when it is obviously inadequate, without bringing this to the attention of the City of Rancho Cucamonga. This test shall be accomplished before any ground cover is planted. 8. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet site requirements 3.07 MAINTENANCE A. The entire irrigation system shall be under full automatic operation for a period of seven (7) days prior to any planting. B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period- 3.08 eriod3.08 CLEAN-UP Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be bloomed or washed down, and any damage sustained on the work of others shall be repaired to its original condition. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE A. The Contractor shall operate each system in its entirety for the City of Rancho Cucamonga at time of final observation. Any items deemed not acceptable by the City of Rancho Cucamonga shall be reworked to the complete satisfaction of the City of Rancho Cucamonga. B. The Contractor shall show evidence to the City of Rancho Cucamonga that the City has received all accessories, charts, record drawings, and equipment as required before final site observation can occur. 3.10 SITE OBSERVATION SCHEDULE A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in advance for the following observation meetings, according to the time indicated: 1. Pre -Job Conference - 7 days 2. Pressure supply lime installation - 24 hours 3. Lateral line and sprinkler installation - 24 hours 4. Automatic controller installation - 24 hours 5. Control wire installation - 24 hours 6. Pressure supply lime and lateral line testing - 48 hours 7. Coverage test - 48 hours 8. Final observation - 7 days B. When observations have been conducted other than the City of Rancho Cucamonga, show evidence in writing of when and by whom these observations were made. C. No site observations will commence without "As -Built" record drawings. The contractor shall not call for a site visit without "As -Built" record drawings, without completing previously noted corrections, or without preparing the system for said visit. CONCRETE SPECIFICATIONS IJFA�i fi 10Avo A"T: 1.01 Description For concrete information refer to the Standard Specifications for Public Works Construction (Green Book: Edition per the City of Rancho Cucamonga). Refer to Sections 4, 201, 303, and 400, as well as any other sections related to the installation, per and post installation of concrete work, materials, labor, and clean-up. The Standard Specifications for Public Works Construction is available from: BI Building News 3055 Overland Avenue Los Angeles, CA 90034 (310)202-7775 Furnish and install all concrete work complete as indicated on the drawings or as specified, including, but not limited to the following: A. Furnish and set all reinforcing steel, bolts, and anchors. B. Install all items required by other trades which are to be cast into concrete. C. Concrete mow strips, footings for walls, fencing, posts, benches, etc., where applicable. 1.03 Protection All finished concrete work shall be barricaded to pedestrian traffic for three (3) days. Barricade shall be placed imediately after concrete finishing. Contractor shall furnish, place and remove all of his own barricades. Contractor shall be responsible for any damage to new construction and replacement or repair of the work shall be made without added cost to the City. 1.04 Clean-up Upon completion of all concrete work and before final acceptance, the Contractor shall remove all tools, surplus materials, apparatus, debris, etc. from the site and the site shall be left in a clean, neat condition acceptable to the City. PLANTING SPECIFICATIONS PART 1 - GENERAL 1.01 Scope of Work: Contractor shall provide all materials, labor and equipment incidental to and necessary for completing all work, as indicated on the drawings, as reasonably implied, or as delineated in the Specifications as follows. 1.02 Standards: All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. 1.03 Quality Assurance: A. All Contractors performing Site Development work, must be licensed in accordance with the laws of the State of California. B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors and Material Suppliers expected to be employed during the course of construction. C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, during entire course of the Construction Contract. The amount of insurance shall be determined by City. D. Prior to start of site development work, the Contractor shall notify the Landscape Architect and City to give starting and completion dates. Contractor shall also supply the Landscape Architect and City with the name and telephone number of the person in charge of the work. 1.04 Responsibilities and Coordination: A. Permits: The Contractor shall obtain and pay for all permits and inspections required by governing authorities for the work to be performed. B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of any work under this contract. The Contractor shall verify the location and depth of all underground utilities prior to start of work. C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all temporary utilities such as water, electrical power and gas as required by him for the construction of the project. Temporary services shall be coordinated with the City and other contractors on the job site. D. Survey, Reference Points, and Elevations: The Contractor is responsible for establishing all surveys, reference points and elevations required by him, and shown on plans for proper execution of site construction. E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required by him for the construction of the project. All temporary traffic barriers and detours shall conform to all conditions required by the City or governing authorities. Project Sheet No. � �D of 1.05 Defective and Unauthorized Work: All work which is determined by inspection to be defective in its construction or deficient in any of the requii emerrts of the plans and specifications, shall be remedied or removed, and replaced by the Contractor at his own expense in a manner acceptable to the Landscape Architect and City. 1.06 Inspections: The Contractor shall arrange for inspections by notifying the Landscape Architect, City and governing authorities, 24 hours prior to time of inspection, unless otherwise noted. Inspections shall be as listed below, but not necessarily in this order. Only the inspection pertaining to the project scope of work will apply: Rough Grading. Drain Lines and Catch Basins. Irrigations (main line pressure, coverage & system operations test). Soil Preparation and Finish Grading. Plant Material (delivery & placement). Substantial Completion Inspection (at completion of landscape improvements) - 7 Days. Final Inspection (after maintenance period) - 7 days. The contractor shall arrange a Preconstruction job conference with the Landscape Architect and City a minimum of se% (7) days prior to the beginning work. 1.07 Guaranties: A. Plant Materials: All trees, shrubs, ground cover, bedding plans and lawn shall be guaranteed fiom date of final acceptance of landscape construction for periods as follows: Trees 24" box & larger 1 year Trees 15 gal. & smaller 1 year Shrubs All sizes 120 days Ground Cover 120 days Bedding Plant 120 days Lawn (sod) 120 days Lawn (seed) 120 days from first mowing Guarantees begin after the project acceptance by City and at the end of the 180 -day maintenance period Landscape Contractor shall replace and plant all materials which have died within the time span stated above, at no cost and withii 5 days from receiving written notice from the Landscape Architect or City. If dead material is not replaced and plante, within the 5 day period, City may replace dead material with neve material and charge the Landscape Contractor for all expenses incurred. B. Construction Materials: The contractor shall guarantee all workmanship and materials for all site development, for a period of one year from date of final acceptance of project. 1.08 Material and Labor Releases: Upon completion of the work, the Contractor shall present to the City, signed copies of all labor and materials releases for all work performed under Site Development. 1.09 Disposal and Clean-up: Remove all waste materials (including excavated material classified as unacceptable soil material), trash and debris ger or encountered during the course of landscape construction, and legally dispose of it. During the course of the work, remove surplus materials from the site and leave premises in a neat and clean condition. Clean up and remove all rems debris and surplus materials upon completion of work, leaving the premises neat and clean. The site shall be cleaned u the request of the inspector. PART 2 - EXECUI ION 2.01 Protection: Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be allowed to dry out. Bare root stock shall be separated and heeled -in, in most earth or other suitable material until planting. Balled and burlapped plants shall have root ball covered with moist sawdust, wood chips or other suitable material unti 2.02 Installation: Detailed layout of plants within the planting areas shall be performed by Contractor and approved by the Landscape Architect and City prior to planting. Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the following mixture: Native, On -Site Soil with rock no greater than 3" in diameter Gro Power Plus, 5-3-1 15 lbs/cy Iron Sulfate 2 lbs/cy (To be used for bidding purposes only, verify with Agronomic Soils Test.) Anter backfilling, construct a 3" earthen berm to form watering basin around each plant, to allow thorough water -in and establishment. Prior to installation of turf and ground cover, remove water basins from around tree, and shrubs. Berms in turf areas to be removed prior to City acceptance. PART 3 - SOIL PREPARATION AND FINISH GRADING 3.01 Scope of Work: A. Provide all materials and equipment, and perform all work necessary for and incidental to the soil preparation and finish grading of all planting and lawn areas as shown on plans, as reasonably implied, or as delineated in the specifications. B. Furnishing, placement and grading, of topsoil for backfilling of planters if required. C. Cleaning and finish grading of planers areas and planting areas. 3.02 Topsoil: A. Existing on-site soils listed as'acceptableunder'Site Grading' specification. B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be sandy textured. Silt plus clay content of this soil shall be no greater than 15 % by weight. The boron content of this soil shall be no greater than 1 part per million as measured on the saturation extract. The sodium absorption ratio (SAR) shall not exceed 3.0 millimohos per centimeter at 25 C. In order to ensure conformance, samples of the imported soil shall be submitted to an agronomic soils testing laboratory, approved by the project Landscape Architect for analysis prior to use. Result of testing to be delivered to City for approval. Soil test to include analysis and recommendations. 3.03 Soil Amendments: All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report furnished by the Contractor 3.04 Soil Preparation: All work on irrigation system shall be complete and inspected for recommended approval and, fine, grading completed, prior to rototilling and prior to soil amendment work. After rough grades have been established, prepare all lawn and planting areas by tilling or cross ripping to a depth of 12". All rock and debris more than 2" in diameter shall be removed from the site, except for areas that are to be sodded, in which all rock and debris more than V in diameter shall be removed. Apply, spread, and rototil in all soil amendments as recommended to a depth of 6". Water area thoroughly after rototiliing is complete. Incorporate evenly into the top 4" to 6" the following for each 1,000 square feet of planting area: 4 cubic yards of nitrolized Redwood or Fir shaving or equal. 200 lbs. of Gro -Power or approved equal. The above soil conditioning are minimal qualities only and should be used only for bidding purpose, because soil conditions may change drastically from the time these specifications were developed to the time the actual soil conditioning take place. Therefore, the Contractor shall obtain his own soils analysis at a rate of one per every 25,000 square feet of planted area. These soil tests shall be conducted by an approved Agronomic soils testing laboratory approved by the project Landscape Architect and City. Copies of the soil test to be provided during the Pre -construction job conference. 3.05 Finish Grading: After rototilling operations are complete, grade areas to establish finish grades for planting. All flow lines shall be maintained and proper tolerances shall be met after settlement at the end of the project maintenance period. Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. 3.06 Coordination: Weed abatement work shall be coordinated with the installation of the irrigation system rototilling and soil amendment work, and planting. (See Weed Abatement section). PART 4 - TREES AND SHRUBS 4.01 Scope of Work: Provide all material, equipment, and labor necessary to install all trees and shrubs as shown on plans, as reasonably implied and as delineated in the specifications. 4.02 Products A. Nomenclature - Plant names indicated on the drawings conform the "Standard Plant Names" established by the American Joint Committee on Horticulture. Except for names covered therein, the established custom of the nursery is followed. B. Condition - Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests, or their eggs, and shall have healthy, normal root systems, well -filling their container, buy not to the point of being root bound. Plants shall not be pruned at anytime, and in no case shall trees be topped- C. oppedC. Trees and shrubs shall be growing at a recognized nursery in accordance with good horticulture practices and shall be of the size and caliper normally associated with the container size specified on plans. Removal of all tags, labels, nursery stakes and ties from all plant material prohibited until the approval of the Landscape Architect or City. D. All plant material delivered to the site showing signs of damage or disease or is insufficient in size to carry out the intent of the planting plan will not accepted and will be replaced at Contractor's expense. E. Sizes of Plants - Shall be as stated on the Plan. Container stock (I -gallon, 5 -gallon, and 15 -gallon) shall have been grown in containers for at least one (1) year, but not over two (2) years. F. Substitutions - Substitutions for indicated plant material will be permitted provided the substitute materials are approved in advance by the City, and are made at no additional cost to the City. Except for authorized variations, all substitute plant materials shall conform to the requirements of these specifications. G. Plants Not Approved - Plants not approved are to be removed from site immediately and replaced with suitable plants. The City reserves the right to reject entire lots of plants represented by defected samples. H. Stake all trees, as per details immediately after planting to prevent wind damage. L Plant trees that are to be located in lawn or ground cover areas after finish grades are first established and allow at least 7 calendar days prior to installation of said lawns or ground cover to provide for thorough watering of trees. All planting holes shall be excavated as defined on appropriate details. 4.03 Soil Amendments: Soil amendments shall be as recommended in the Agronomic soils report 4.04 Trees Stakes: Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further information. PART 5 - GROUND COVER AND BEDDING PLANTS 5.01 Scope of Work: Provide all materials and equipment and perform all work necessary for and incidental to installing all ground cover and bedding plants, as shown on plans, as reasonably implied, or delineated in the specifications. 5.02 Bedding Plants: Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, and of the species and variety shown on plans. 5.03 Ground Cover- Ground overGround Cover. Provide ground cover of the species shown on plans. Ground cover shall be established and well rooted in flats or similar containers. 5.04 Mulch: Mulch: Shall be of compacted wood chip fiber. 5.05 Coordination: A. Do not have plants delivered to the job site until site conditions are ready for planting. If planting is delayed, keep plant roots moist and place in a sheltered location protected from the sun, wind and other damaging elements. B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to bedding plants and ground cover planting. 5.06 Installation: Plant ground cover and bedding plants in moist soil and space as indicated on plans. Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. Soil moisture shall be such that soil does not crumble when removing plants from container. Regmde planter ares after planting, to restore smooth finish grade and to insure proper surface drainage. A 4" layer of mulch material shall be spread over the entire planter area after grade is established. Watering shall begin immediately after mulching. (Grading shall accommodate the mulch) 5.07 Protection: Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. PART 6 - WEED ABATEMENT 6.01 Scope of Work: Provide all material, equipment, and labor necessary to perform all work as indicated on plans, as reasonably implied, and as delineated in the specifications. 6.02 Quality Assurance: A. The Applicator of all weed control materials shall be licensed by the State of California as a Pest Control Operator and a Pest Control Advisor in addition to any subcontractor licenses that are required. B. All materials and methods must conform to Federal, State, and Local Regulations. 6.03 Submittal: Prior to the installation of any weed control materials, the Landscape Contractor shall submit to the Landscape Architect/City a list of the weed control materials and quantities per acre intended for use in controlling the weed types prevalent and expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape Architect and City data to demonstrate the compatibility of the weed control materials and methods with the intended planting and seed varieties present. 6.04 Responsibility and Coordination: A. Landscape Contractor is responsible for the erection of all signs and barriers required to prevent intrusion into the treated areas and to notify the public. B. No material or methods shall affect the landscape planting or hydroseed germination. No material or method shall render the job site unusable for more than 10 days from date of application. 6.05 Non -Selective Herbicides: Nan -selective contact herbicide and/or non-selective systemic herbicides (as recommended by the Pest Control Advisor) 6.06 Selective Herbicides: Selective pre-emergerrt herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor) 6.07 Weed Eradication: If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the planting areas will require control prior to removal, spray these areas per Pest Control Advisor's recommendations. A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious materials from planting areas. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of V - 2" below the surface of the soil. Physically remove all weeds from the site. PART 7 - LANDSCAPE MAINTENANCE 7.01 Supe of Work: Provide all materials, labor and equipment necessary for, or incidental to, performing all maintenance requirements as reasonably implied or as delineated in the specifications including, but not limited to the following: Maintain all plants and planted areas. Keep planted areas free of weeds and debris. Prune trees and shrubs. Fertilized all plants and planted areas. Irrigation. Insecticide spraying. 7.02 Fertilizers: A. Commercial fertilizers with an analysis of 5-3-1-Cno-Power Plus, and 12-8-8 Gro -Power Controlled Release Nitrogen, as designated herein, or approved substitute as required by the Agronomic soils report. Available from Gro Power (909) 393-3744. B. Ammonium Sulfate: Granular form containing not less than 21% nitrogen and 24% sulfur and shall be registered as an agricultural miner, with the State Department of Agriculture in compliance with Article 2 - "Fertilizer Materials," Section 1030 of the Agricultural Code. 7.03 General: Maintenance shall start imnmediately after landscape irrigation and planting. Maintain all plants and planted areas on a continuous basis as they are installed during the progress of the work, and continue to maintain them until final acceptance of total project. Replace any dead or dying plants as directed by the Landscape Architect and City representative. A. Irrigation: Operate irrigation system on an established program to maintain all plants and planted areas in a healthy condition. Irrigation system run-off shall be kept to a minimum. Damage to irrigation system resulting from maintenance and equipment and/or maintenance personnel, shall be restored to its original condition at no cost to the City. Failure of any part of the irrigation system shall be brought to the attention of the City. No repairs other than emergency repairs shall be accomplished without written permission from the City. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at intervals not to exceed 10 calendar days. The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program. C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as may become necessary thereafter by an approved method of pest control, to keep all plants and planted areas free of insects and disease. Method shall be reviewed by the City prior to any applications. Pest Control shall include Gopher control. D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of maintenance program and continue to prune plants as directed or as may become necessary until the end of the maintenance program. Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as necessary to achieve and overall even appearance. Exterminate gophers and moles; repair damage. PART 8 - ACCEPTANCE OF PROJECT 8.01 General: Upon completion of installation, a maintenance period of a minimum of 180 days for all landscaped areas is required prior to final acceptance of the work by the City. The Commencement date for the maintenance period shall commence upon written approval for all phases of planting installation by the City Public Works Inspector. Maintenance period shall be adequate to verify plant characteristics and establishment. A. Two inspections shall be made that affect the establishment period: The first after all plantings have been completely installed in order to approve the beginning of the establishment period, and the second at the end of the establishment period. If plantings are not acceptable at the end of the 180 day period, due to defective maintenance, then continue establishment until all work meets with the Specifications and can be approved. B. At termination of establishment period all plant material shall be live, healthy, undamaged, and free of infestation. Inferior plantings shall be replaced and brought to a satisfactory condition before final acceptance of work will be made. All areas shall be neatly raked and free of weeds. Proiect Sheet No.5'/ of