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HomeMy WebLinkAbout1841-L DEVELOPER/ OWNER LANDSCAPE ARCHITECTURAL PLA \- s A A EMPIRE HOMES TRACT 16193 20 Corporate Park Suite 240 P CHO CUCAMONGA, CALIFORNIA Irvine, California 92606 J�N (949) 261-5788 Fax (949) 261-6153 Landscape Maintenance District No . 1 Project Manager: Russ Van Cleve i VICINITY MAP GENERAL NOTES SHEET INDEX I 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. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD HILLSIDE RD. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 4- THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY SHEET NO. TITLE Q PROJECT SITE DAMAGE INSURANCE AS REQUIRED BY LAW. L-1 TITLE SHEET (� 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L-2 CONSTRUCTION PLAN t DETAILS w 6• AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL = RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L-3 IRRIGATION PLAN HIGHLAND AV. 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. Q p > 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 L-4 PLANTING PLAN QJ Q WIDE FLAT AREA AT THE TOE OF SLOPE. m w 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L-5 IRRIGATION < PLANTING DETAILS U Q ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL Of Of BASELINE RD. CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS, MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW L-6 IRRIGATION SPECIFICATIONS 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 COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. L-7 PLANTING SPECIFICATIONS i 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. 10 FWY I 11• CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: " BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS * BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS VICINITY I �� � * BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS u I BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS N.T.S. 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. I LANDSCAPE MAINTENANCE DISTRICT RESPONSIBILITY MAP 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: • PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. CONSULTANTS • PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. • ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. • ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. LANDSCAPE ARCHITECT: CRANK RADMACHER 4550CIATES, INC. • PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 14841 YORBA ST. SUITE 204 15. NO DRAINAGE SHALL BE ALLOWED FROM PRIVATE PROPERTY ONTO ANY CITY MAINTAINED LANDSCAPE AREAS. TUSTIN, CA '2-TSO (714) 832-1-1-14 Fax (714) 832-5'121 FRANK RADMACHER ASSOCIATES HERESY CERTIFIES THAT THE DESIGN, DETAILS, AND S'=ECIFI CAT IONS AS REPRESENTED HEREIN MEET PROFESSIONAL LANDSCAPE CIVIL ENGINEER: MAYERS ASSOCIATES ARCHITECTURAL STANDARDS. FRANK RADt IACHER ASSOCIATES CANNOT GUARANTEE 19 SPECTRUM POINTE DRIVE SUITE 609 THE CONSTRUCTION, INSTALLATION, OR MAINTENENCE OF IMPROVEMENTS A5 DESIGNED LAKE FOREST, CALIF. 92630-2242 AND/OR SPECIFIED HEREIN AND DISCLAIMS ANY FUTURE LIABILITY RESULTfNG (e49) 599-0870 fax (e4ci) 59e-0880 IN PERSONAL INJURY AND/OR PROPERTY DAMAGE RESULTING FROM DEVIATIONS. HILLSIDE ROAD ° LANDSCAPE QUANTITIES .• .` •� �• HERMOSA 0 "10NAG� D �CA11� o r� RIS Q AVENUE TOTAL S.F.SOF NON-TURF LANDSCAPE AREAS T .. .. $ TOTAL S.F. TURF 3,258 TOTAL S.F. HARDSCAPE AREA , Q (40%) �i `D DESCRIPTION OF REVISION cm DATE APPROVED L� o - r LM.D. AREA w TOTAL S.F. TRAIL AREA CIF APPLICABLE) w — CITY OF RANCHO CUCAMONGA ATERFORD LANE • GAPRI DRIvE p _ _. _ - ___ x,953 TOTAL S.F. OF ALL AREAS O Ia TOTAL ACRES � HERMOSA STREETSCAPE $ TOTAL L.F. OF TRAIL FENCING > TRACT 16193 RANCHO CUCAMONGA $ TOTAL LF. OF CITY MAINTAINED WALL TITLE SHEET $ TOTAL L.F. OF CITY MAINTAINED FENCE N. T. S. Underground Service Alert FRA 024c3 4 APPROVED BY- DATE:CITY ENGINEER RCE: _953 TOTAL STREET TREES BY BOTANICAL NAME: o_ �o `NNDSCAPF q DESIGN PLAN PREPARED B I RECOMMENDED I 49 2 LAGERSTROEMIA FAURIEI 'CATAWBA'- CRAPE MYRTLE rank . �� FRANK y `� CALL TOLL FREE ac 10 FP, � C� Y-7: 1-800-422-4133 DRAWN ASSOCIATES, INC. SHEET STAFF Landscape Architects 5/31//04 (Renewo' Dav) _ PHONE (714) SM-1774 FAX (714) 492-6721 H OF qTF OQ`� CHECKED 14841 Yorba street, suite 204 • Tustin. CA 02880 DRAWING N0. TWO WORKING DAYS BEFORE YOU DIG 0F =R DATE 5/7/01 R.L.A. NO, 1110 18gl- I PROJECT SHEET NO. OF � Co�G10ET"� �-�- c0�►3(,,� 5�1E5 `�'`�'►'I Grp L- ''� e9.v M�-� I NOTE: 8 REFER TO CrVrL ENGINEER'S ,*tP'C!WfA•L K rPIR, ENI L PLANS FOR WALL LOCATION 24• f 14 LOT 40 LOT 41 LOT 42 Hlepp SLUM �5Lorlc, WP•LL - ��� " _ �� p I• L co3�,� ��j 24P Ao �'''� ��-Ut✓fFJS(5 . 1 �� > >JS �,, LU fs - o t - --- • • , AIL \ ,�}"ten �►' 24' \ 4"40 E STR ET LIGHT " Ii i Sl __. 3, GLV!L E►�6'h►ECI<. 5 It ' iI ' Iii yI 3 I I 1 I I I I I I I I 1 I � I I I g 5 to to IO ID la � � �o � o to IO Io l010 10 to Id to Ip S Io CON 1 �4ER"106,4 AWE. IJ. 10 I D I O 1O I b � 30 STREET LIGAT KI VLaIC STREET LIGHT eou Loom6KQ WP!N6* L-2 co 155 4' C17 5p� X31 501 Sob �dl --�^�I Sol 33 CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO GOVERNING CODES AND ORDINANCES. 2. ALLOW FOR ADJOINING CONSTRUCTION. 3. ALL CONCRETE TO OBTAIN A COMPRESSIVE STRENGTH OF 2500 PS.I. MINIMI,IM IN 28 DAYS. 4. REFER TO FINISH GRADING PLANS BY CIVIL ENGINEER FOR GRADING AND DRAINAGE INFORMATION. NOTE: BEFORE ANY WORK COMMENCES. A CONFERENCE SHALL BE HELD WITH THE CITY'S REPRESENTATIVE AND ' -29i0 Nµ R.O.W. nv=c up THE CONTRACTOR REGARDING GENERAL REQUIREMENTS r NoFw soov.Lx OR OF THIS WORK. CASE I _con_'FtXr 8 HeAMEK CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DI11'IENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO .` • " • ' ' T°'� 1COCK COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES so u��+� SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO EASE s ►a rwn e• POC WOW CURB PER cm STD. ast . THE CITY INSPECTOR OONCRETE HEADER - 1/2- RADIUS EXPOSEDHILLSIDE ROAD ,,, ••' ;•.:...: : /� PER PLAN \ 1' IN UWN (INSTALL AT�GRADE LEVEL ES AND FINISH T SWALE / G orC rynor+c SS C r�cm-erv.5s+ \ ROBBING$) _. - _ - --__ --,------ - ---r :- -�`"-' � coeeulr•sro� 6' OR 8" .. •• C_.=� •• .. CASE.3 --{ �•f-_24._-{ r I-- ►rra>-v ►� NOTE FINISH GRADE 1 'J laRTARM:TONE IWAZ T - T ixtT�•cuN� I / • C1Jb tCn�'�' •.1:.1 n ENS GONDrrION Q r�o�lAGo DRIVE r "�'' `• MAX 1°`D. Nxam t curn� � � UNLESS OTHERWI E3 RE-BAR UOUS INSTRUCTED) , TT7 NO. DESCRIPTION OF REVISION DATE APIaovED s 1 j '�. , a•a � �• ■ � Q se ^5ti VWVUL PIViR !x� cromd AREA R .. a CITY OF RANCHO CUCAMONGA HARDSCWEQ � v oFro- ' C3 r .,' � HE�OSA STREETSCAPE LMD. AREA - G b' PCC 100~1 CL" rot CITY STT?. 634 U I�_ TEWORD L ol.� ' CAPRI DRIVE NOTE51. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHALL BE: BOULDERS: MAX. 3'-0• - MIN. 2•-O• , TRACT 16193 RANCHO CUCAMONGA n I COBBLESTONES: MAX. 18• - MIN. 6• WITH ONE FLAT SIDE s20N ,016 �� �� ` t� �� I 2. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT 3. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'D' MORTAR, 1 PART CEMENT CONSTRUCTION PLAN TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO 'DRY-PACK" IS ALLOWED) 4. A SAMPLE AREA, MIN. 40 SO, FT.. SHALL BE APPROVED BY THE CITY INSPECTOR, PROW TO FQ 4 M - PROCEEDING WATH REMAINING ROCK WORK. 1�^ 2� APPROVED BY: DATE: 5. FINIAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE CITY INSPECTOR. NOTES: CITY ENGINEER S. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND i. PROVIDE SCORE JOINTS AT 10•-0. O.0 AND 3/B• EXPANSION JOINTS AT 20'-0• o.0 RCE: 2Ff X15 _ eA N EXCESSIVE IRON CEMENT. 2. 8• WADE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND GROUND COVER AREAS JNDSCgpF S T INDEX AND BETWEEN CITY-MAINTAINED AND PRIVATELY-MAINTAINED AREAS. ��O ,,� DESIGN PLAN PREPARED RECOMMENDED �. CONCRETE aAss azo-D-25oo. 8. ALL COBBLESTONE AREAS SHALL HAVE 8• x 8• CONCRETE HEADER AS AN EDGE AT PLANTING. 3. CONCRETE TO BE 520-C-2500 MIN. ��� Fro o e� e'y C R FRANK 9. ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2x MIN. W L # 10 r ftADMACHER (/ AT ALL TIMES WITHIN THE RIGHT-OF-WAY. C DRAWN ASSOCIATES, INC. SHE N.T.S. MOST DECORATIVE HARDSCAPE WILL BE CASE 1 CONSTRUCTION. e � Landscape Architects L-2 V—No IVER WASHED COBBLESTONES CONCRETE HEADER - � EDP• 1�>T (714) 692.1774 TAX (714) 692-6721 OF SCALE � NO SCALE rF F C A'`\Eo�� CHECKED 14641 Yorba Street, Suite 204 • Tustin. CA 92660 DRAWING N0. • F' R ' DATE S'26'OZ RLA NO 11/O _1 sq I - PROJECT SHEET NO. OF MAK I POi:\ i OF CONN FCI1U\ i.`I"1LDiAiELY A'1 OF \ 1 (ql;i . ) DOME "11C k;AiL:: NO . i DOMESTIC POTABLE WATER METE; TO BE PROVIDED BY CCWD , COOK- ELEV . 1 ; 820 .00 ' DINATED AND PAID FOR BY THE DEVELOPER . EXTEND NEW TYPE 'K ' L/C' S POINT-OF-CONNECTION - 1�" WATER COPPER PIPE (OR AS PER LOCAL CODE) AND INSTALL A REDUCED METER BY OTHERS IN THIS AREA. PRESSURE BACKFLOW PREVENTER (TYPE AND SIZE PER PLAN) WITHIN HYDRAULIC GRAD . - 2 ,084 ' AN ENCLOSURE S3BC-4 AL STATIC PRESSURE - 107 P . S . I . MAX . DEMAND - 34- G .P.M . CONTACT: MR . RUSSELL SILVA on 3/25/02 . lYi' L'RF:S ! L;L RF.GCCiNG V.ALVI SET @ 90 P . S . I . DISCHARGE W PRESSURE . Z ' 'Q �C _L� BACKFLOW PREVENTER h10 LOT 40 LOT 41 LOT 42 G i pV7 1 4DA1:i I.�L)� FLOW METER f' J 1. O 1Y21 'I A� � _1L`� t: STREET LIGHT AlL CX `x l - �r..�w��r���� ..�w��...,.�.�,��r..�.��.►�.►....�—���—����.e..�«. a4.a E.. a :-...�....,- .. -.. �.► �F ar. �-.� i _. .. -. ��..�..��.a+�. r.��.v, �e �.-.w..r��.��..e�.�..r 4, If 1 r - - L - - - STREET �— LIGHT „p� l I ,7� 5Q.F-() I C9L0 4,Q-FT (I \ ,loo sQ.F.T. T.C. IBIQ.lv2 STREET LIGHT E RMOSA AVE• PRESSURE CALCULATIONS Water Meter # 1 Size _ 1 1/2" El evation 1,820 Static Pressure High 121.0 Low 107-0 Source of Information C,C,W,D, IN_IaLL CO\IRULLEI: I1 L.ACL:O�L C , 1" D'F_A L . Phone Number 2591 NOTE: OWNER SHALL PROVIDE 110-120 VAC ELECTRICAL Date of Information 3/25/02 NOTE: OUTLET TO THIS LOCATION . H.G.L. Mean Elevation _2,084.0 (Required if static pressure unknown) Nater Meter Elevation _1.820.0 _1LI0`1.al iC CU\T�;01,LER TO '3E A C��0_111 .-F ET2000-12. LR-RR/TP1,TP-110 N'�'/LR-DOMEANT. X .433 = PRIVATELY MAINTAINED SIDE YARDS PORT INSTALLED WITHIN A STRONGBOX (SB) 24SS/120 VOLT CONTROLLER/ E.I F_�,- NORTH AND SOUTH OF THIS LMD AREA TICAL ENCLOSURE. MOUNT THE ANTENNA PORT (EPDXY-FILLED) ON TOP OF THE Remote Control Valve # 5A Size 1 1/4" MUST BE IRRIGATED AND LANDSCAPED ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. Maximum Demand - 5�+ G.P.M. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY' S ACCEPTANCE. ACTUAL El evation of Highest Head ,843 _ PRIOR TO FINAL ACCEPTANCE OF PUBLIC LANDSCAPE AREAS BY THE CITY. LOCATIQN OF THE ENCLOSURE TO BE DIRECTED BY AREPRESENTATIVE OF THE CITY. Qty_ Size Item P.S.I. Loss TH CONi_,,AC 7i O_,. EIALL -:L PPL`_- iHK C 0 N D L 1 \i E'D FUHt CU\DLCIJR SHALL BE RESPONSIBLE FOR THE POWER HOOKUP FOR THE IRRIGATION CONTROLLER . " Nater Meter ��r0 * (Subtract from PRV ELECTRICAL CONDUCTORS AND METE: TO BE PROVIDED BY SCE COORDINATED AND 1 V20 Press. Reg. (Fall-off) 11.00* setting) I V2 It R.P. Backflow Device 12.00 PAID FOR BY THE DEVELOPER . Wig" Flow Meter — 1VX11 Master valve 5.70 _ /1z'! Gate Valve (s) -L_00 iG'A110\ 8A i.0 YU\ A °].?';;`'1L`1 Or 1 I\C'ic__ Or _264' ��" Main Line i�.34 WATER PER WEEK (GROUNDCOVER/SHRUBS ) APPLIED FOR 8 HOURS 401 —12�'_ LAb!►al Line t.or 10 A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9 :00 P.M. TO R.C.Y. Assembly 3_20 coo34 Lateral Line Loss 3.4y 5 :00 A.M. . 3o 1" Lateral Line Loss 1-00 !O1 1/4" Lateral Line Loss , _W 251 1 all LA�+yrratl LING Lof,J -50 FI+I'1 '.f Loss ((0°160) 4,0p YMBOL MANUFACTURER MODEL NUMBER TYPE G.P.M. PSI RADIUS DETAIL ek�'"1Olon �h (+-) � Total System Losses: t � o 0 RAINBIRD MPR 1812-SAM-PRS-5H SHRUB . 20 30 5 ' Oct, Pressure to Operate Head: X0.00 RAINBIRD MPR 1812-SAM-PRS-5T SHRUB . 13 30 5 ' "G" Total Pressure Required: 4a+0_ RAINBIRD MPR 1812-SAM-PRS-5Q SHRUB . 10 30 5 ' "G" Lowest Static Pressure Available: _107 .00 Pre-Set Regulated Pressure (If required): _ 90.00** I$ RAINBIRD MPR 1812-SAM-PRS-4VAN SHRUB . 19 , . 40 30 4 ' "G" Residual Mater Pressure: 1¢•610 ML RAINBIRD MPR 1812-SAM-PRS-8H SHRUB . 52 30 8 ' "G" City Required Residual Nater Pressure: 15-20 PSI RAINBIRD MPR 1812-SAM-PRS-8T SHRUB . 35 30 8 ' "G" RAINBIRD MPR 1812-SAM-PRS-8Q SHRUB . 26 30 8 ' "Gt, * Subtract from PRV setting ** Pressure losses downstream of Press reducing valve only to �-a RAINBIRD MPR 1812-SAM-PP,S-8VAN SHRUB .48 , 1 . 1 30 8 ' "G" reflect proper pressure discharge setting. HILLSIDE ROAD $ RAINBIRD MPR 1812-SAM-PRS-12H SHRUB 1 . 30 30 12 ' "G" -- r-- -- - ri-- RAINBIRD MPR 1812-SAM-PRS-12T SHRUB . 87 30 12 ' "G" Y y n .. ! .. RAINBIRD MPR 1812-SAM-PRS-12Q SHRUB . 65 30 12 ' "G" RAIN _ BIRD MPR 1812-SAM-PRS 12VAN SHRUB .43 , 1 . 2 30 12 ' "G" 4116 • ik" RAINBIRD #EFB-CP-PRS-B ELECTRIC CONTROL VALVE "C" n liz" SUPERIOR #3100 N/0 SERIES MASTER VALVE-WIRE TO M.V. CIRCUIT "C" 3/4" RAINBIRD 33DNP "Hit NO. DESCRI, TION OF REVISION 4 QUICK COUPLING VALVE H P pATi= APPROVED MONIAGO DRIVE ■ 1'/2" WILKINS #500 SERIES PRESSURE REDUCING VALVE-SET @ 90 PSI "C" ! Q 1 DISCHARGE PRESSURE '. •• ,• �. NOTE: BEFORF ANY WORK COMMENCES.A CONFERENCE Q ►� 12 NIBCO T-585-70-66 GATE VALVE "C" SHALL BE HELD WITH THE CITY'S REPRESENTATIVE AND CITY OF RANCHO CUCAMONGA I- O VV FEBCO #825Y-A REDUCED PRESSURE BACKFLOW PREVENTER-INSTALL IN "Bit THE CONTRACTOR REGARDING GENERAL REQUIREMENTS � J 4 �` A "STRONGBOX" ALUMINUM ENCLOSURE MODEL NO. SBBC-45AL. OF THIS WORK. 'ro J 14" DATA INDUSTRIAL #220P FLOW SENSOR " " ' o A COs, HERMOSA STREETSt"lAPE CTOR SHALL VERIFY ALL CONDITIONS AND �� LMD. AREAC ® CALSENSE-ET2000-12,LR-RR/TP1,TP-110 W/LR-DOME ANT.IN STRONG BOX 24-SS1120V "D" DUKENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO - � 0 V-0 �97?` ca�ei DRIVE --- PRESSURE MAIN LINE PIPING-USE PVC SCH , 40 - SIZES NOTED "E., COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES �•=�0� TRACT 16193 RANCHO CUGAMONGA ATEWCSHALL BE REPORTED FOR DIRECTION IZViIVW ATELY TO P — NON-PRESSURE LATERAL LINE PIPING-USE PVC SCH. 40 - SIZES NOTED "E" THE CITY INSPECTOR0 _ IRRIGATION PLAN LATERAL LINE PIPE ENCLOSED WITHIN A PVC SCH . 40 PIPE SLEEVE-SIZE "F"2x DIA. OF PIPE �?►4 FN2494 APPROVED BY: DATE: 4141110 CONTROLLER STATION CITY ENGINEER RCE: 2AM5.f)_ eurh _ T �ANOSC4PF 4A VALVE J_L7,'� G1-.N_ . L L. � �.�C� �U1 . : ��Q ,� DESIGN PLAN PREPARED BY: RECOMMEN D (* I `. Fr nk W. Cy FRANK &�E E T I I Vp EONTRACTOR WILL BE RESPONSIBLE FOR Ra cher � D5 FLOW IN G .P .M.G P M �, � RADMACHER SLEEVING ALL MAINLINE , LATERALS AND 1110 ASSOCIATES, INC. N,T.S, WIRING THAT PASSES UNDER ALL HARD- -" DRAWN SHEET * Lnndscnpe Architects SCAPE . / a< D5 PHONE (714) est-m4 FAX (714) sae-5721 L-3 OF 7 qlf a� Q� CHECKED 14841 Yorbe Street, Suite 204 • %fftin, CA 92880 DRAWING N0. SEE SHEIFT L-5 FOR IRRIGATION DETAILS ` c"` E KLf DATE '529 '07— RLA NO 1110 �8 / I — PROJECT SHEET NO. OF CONCRETE HEADER —REFER TO SHEET L-2 TRAIL � I I CONCRETE HEADER —REFER TO SHEET L-2 j Tl c Zq�ocr► LOT 40 LOT 41 II LOT 42 s5 s4- s� : I O 1A vl s `llllV1 to `4 O G 5 5 H- 5 7 t` 5 _ I � , 5 , , 5 - f ■ 1 \ 1 \ 5 , 3 ( t , I > STREET LIGHT aas k ti ♦ y ', .�". ` ol • .. , J • -STREET LIGHT 32 52 s2 a 2 A AVE. 52 52 I SIGHT DISTANCE LIN 5 2 ' 2 E5521 2 C?tl'''4•� • - c�2�'o.� - 5 � p react U � sl v Qctc�n°� L• 2100.6 . 5M C 2�f■D.G •. SEE SHEET L-2) � 3�"" c Z� o•G. RIVER ROCK COBBLE—TYPICAL ( 5�a�t SEE SHEET L-2 FOR BOULDER LOCATIONS f all p�r�wA� AO .,SI cuss PLANT MATERIALS LEGEND �- Symbol Botanical/Common Name Size Spacing Quantity Trees:G SECTION T-1 Lagerstroemia fau rfei 'Catawba' -Crape Myrtle :2¢"w 20' 0.C. 22 1/8"=T—O" Shrubs:E) S-1 Trachelospermum jasminoidies—Star jasmine 1 Gallon 24" O.C. 349 NOTE: BEFORE ANY WORK COMMENCES. A CONFERENCE S-2 Phormium tenaa `Tom Thumb' - Flax 5 Gallon 24" O.C. 116 SHALL BE HELD WITH TAE CM,S REPRESENTATIVE AND S-3 Nandina domestics-Heavenly Bamboo 5 Gallon 30" O.C. 56 THE CONTRACTOR REGARDING GENERAL REQUIREMENTS S-4 Rosmarinus officinalis `Tuscan Blue'- Rosemary 5 Gallon 6' O.O. 12 OF THIS WORK. S-5 Abelia g.'Edward Goucher'-Pink Abelia 5 Gallon C O.C. 36 S-6 Lavendubdentats `Candicans' - Lavender 5 Gallon 3' O.C. 52 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND S-7 Raphiolepis indica `Clara' — Indian Hawthorn 5 Gallon 5' O.C. 12 DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION UW1ITDIATELY TO Vines: V THE CITY INSPECTOR. V-1 Parthenocissus tricuspidsts-Boston Ivy 5 Gallon 15' O.C. 30 Groundcovers: NILLSIDE ROAD p p Topdressing Only-4" thick layer of cttnochip mulch. U - ' s• `—^"`' • All Planter Areas Mulch available from "EARTHWORK " 13510 CITRUS AVE. NORCO, CA (909) 538-3321 a • L' rlcl PRIVE NO, DESCRIPTfONOF REVISION DATE �rrRo+Eo .. _ . CONSTRUCTION NOTESTOR STREET TREES CITY GF RANCHO1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD CUCAMONGA f PLANS. � a 2, PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS tip REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, ANY UNUSUAL T"P MOSA STREETSCAPE LM.D. AREA C • TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL. TEI07'QFC L­ • cAPRi psi AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. �•=20 TRACT 16193 RANCHO CUCAMONGA D 11�^'� D 3. ALL STREET TREE ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ` lrp - ENGINEERING DIVISION. _ PLANTING PLAN 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. ERA 024S4 APPROVED BY: _ DATE: - - 1 CITY ENGINEER JA RCE: 2gg53 ��NDSC�pF �p DESIGN PLAN PREPARED 8Y: RECOMMEMMID SHEET INDEX F m h FRANK dm her %, �R • RAD1dACHER • � 110 � ASSOCIATES, INC. DRAWN SHEET e Landscape Architects — 1�1.T• # v d 7 PHDNE (714) 0.70-1794 FAX (914) 6aR-6721 L • OF • SEE SHEET L-5 FOR PLANTING DETAILS 'lF of Ct�`\Eo�� CHECKED 14e41 Y°r°' '�.�. '"'�' '°' • ",�' °' °�° p ,,� NQ• . �. DATE 5-26- 0-Z RLA 11,40--&L—* �S PR+7,IM SHEET 1O. OF r i INSTALL TRESSURE REG.ON INLET LEG OF BACKFLOW INSTALL A BA(XFLOW ENCLOSURE By __7 STRONGBOX MSIBBC43AL < 0tvR " - Lorfr W STORY ORAIN/UNOERGRCUN0 I R �' 1 ^ t. R=_rOv( MURS£tt+ STAKES ASSLI+3!. 1 ( Y 1 TYPICAL UTILITIES - w E 1. STAKES TO BE PLVMj ANO 7 3 STAKE TREE IfRPENDICVWI p9m (a) PULES O / f 1 PARALLEL ROVNO PLASTIC VALv< BOx k //COVER ETCHED -IRRIGATION GATE I ' s � TO PREVAILING MWHITE �I (CARSON OR EOUAL) I jl BLUE NIPPLE V MIN. - ' /_ Eo Af LoWBANISH GRAD: SIDEWALK SO► 1K 1l0 RE PL/C ,^`EPOTIYFILLED WATERPROOFOR EOU ' 6' THICK X t2- wtD^ L $L AS POSSetKf ON THF TRUNK to \UTIUtY TOP Or STAKES BELOW MEAD \CONN ( - ALLOW FOR WINO rVING OF THE TREE Or ,REE .:ERE SPECI[S GROWTH �! :T PA -N iM VARi- PP T HABIT PERI'''LS0 CRE 0 L $ T T V OR JC { � , BV rqT SO lak' AS O LOSf S `/PER SIZE MANUFACTURER = OR ALLOW THE HEAD TO ORO° WN IR NK _ — VR _ —I I_RA WYE S _PKiTAILD(PAN`ON 3 S5 (z SLOPE TO DRAIN Al MlNluut { I- - � � I C M G wlT. 60 MESH o- _ =j-11 1_ METER t Ff"GAT10N CONTROLLER LOOP(MIN 24'LJN 1 I _i3 17E II-III-I MONEt $GREEN 1 _ � CURB ANO GUTTER 0 � S' \ ul l� IY IFITit Flh!$H GRADE -111=III_. l VALVE - 1 1/2 OR SMALLER WIiH 1-III-� MIN. MIN \ \ W I�. (I) SITS Of Cw[H TIES LOW AS TO SI ►ULOID AS ALL i 1 UNION 1 �I11=111 STAINLESS STEEL HA.VOIE III—II _~/ SPACED ED APART ATTACH WITH LOW ASALfOPOSSIBLE oN THE PLASM VALVE BOX ICJWSMOR tNATERPF(OOF _ - __-1 yI � `\ �LODGE SCREWS TOT TRV NK TO K OW F PVC $_-:v: III-111=1 11=1i1: F \ BOWL)WITH PLASTIC INTEGRATED WIRE COhRJC-:CTORS ,� ESIUFNT WEDGE - 7• Oa URGER WITH I_I I f-1 ,tu t II,�Np PLACE AT x nr REOUI'EO FOR -III-III ATE VALVE I' OvERAn:� Tui - LOKX? POLOS NOT 3G LO THE TREE BUt TOP Or STAKES FELON UD _ _ III—II IT MAtnVUM NOT TLOR Alta. LOSE DEAD Or TREE WHERE PEAMrTS IOCIONG 0 r SPECIES GROWTH a.. �_'••. PI?: Tr3000-! 1=1!1=11 r r Duk 1000E POLE PINT_ StAY:S THE HEAD t0 ORO'---I1 I I WAN TRUNK TURF AREAS AND TABOVEMI c T „ •iI_I11- _P01( COAi:O 11-11{= WITH WOOD PRES:RvATrvE SIAM. PLANT BED -I I' ' COXCP777 PAO 2 'II—III— TOP OF IIOOT3A•-L TO EIITENJ j—_ _ _ijI'- s III-1 VALVE P - - - n r A3Nr rw•Sr CRAO; DANE A MSN a e• WTO UN— (2) SETS a CINCH TIES SPACED 1a' 3� I_I I-iD •III_III= :=I 1- i1_1II-, =III=111 11-i_ - - - � ��� N'aaLE - r'`A! IcI l l=1 — ��' — k./ OISTUR3E0 SOIL AND POST t10v APART. ATTACH WITH FiA<YANIIED i sca:ws TO e' LODGE POLES I CES 'a �—_ til-1 I SIDEWALK nom''? SrA<ES ouT510E ROOr3KL ptPANS10N '� - - I ( ) - - ,N GRADE PIG TAIL x _)I I_I I I - oRIG AL FROM WATER SOJ3C:TiI I I I I f1=111—I I i DRNE S L t 1 a s 3• BERM TIGHTLY COMPACTED II MAx _ J C L _ pfMr A wNw M wt IN AT' 1 I V Or 0 LOOP MIN 24'LONG) x POMMG(A z - _ 1I-111 ~ < _ BAs LOCATED ou 5 T 0: _I 1- .I SCy <0 PvC VAI r 9p :r I I I �- 2' OIA LOOCE ►OLE PAF SLAKES 1fI=, COMPACTION, �11 11= AQA�TQR -IIICIII III-I � I APPROACH t i� w PIKE to CORM WArRwC Ir/ _ `� wfH w000 ►R£S[R,rArw'E STAIN BLUE - m --- , 9Jz CO Q I' I l l I I`i 11=1 3" 3 Illi-III: -- _ - -- =I I I- t WNDISivR9E0 sal ANo PDSII,ON PUNS PIT �r STAKES OUTSIDE ROOK BALL � — - =n1—III Elllcl� c�a3 AND cu--E4 1—II = I I s -� =I I!=i — 1=, I I.I' _ 1111 I 11!_111— 5 )S I — I—) I WIRE 1 •� - —I I S I I t -_ _y J I� -I I CI L_ I— I I_ ^ rl ( I u\ S ! 0 0 1 II I II I II I 11 I— GUARD vR ARIAS Avo MAST"COMrAa L ' ' I_I I F'I T•1 r ill!=111_ I MIN MIS MIN _ fRpxt VAR DS I; I L_LWE TO SYS-.r-.'S I _ "AIN£ r •1-111. 4 =111�I ABOVE- GRAD: UNDERGROUND 117 l\t IOP O• Roori•tl TO E=tE�� t' SACK I i I _ _ I_iI U iI1.II -I. STRUCTURE et BACK at rlt _!_ l FLOWMETER NOTE' IFrSTALL � CONCRETE T!+?UST 9'- !30'r1 ' ^ -1-11!1 1:.:.••• ;.o.P II—Il, CATCH BASIN _ hGHiLrC BASIN TOS PERSIO: 10 roRv T. L. 3 OuvE:Ei I�III "D T SKI. —III- WATERING BASIN roIt LAI ' iw AND AT OpNTTaAGTORTO =! i Y ICAI a _ v's•' III-) TRANSEORME.R VAULt _ III-I I DIAMETER $COTCHLOT(EPDXYFILLED aE.R Ccwo $i.NDa J$ ( ) �`LS i _1-111 Ilil II—If(: .i1 GROUND 0; PL wsPIT -o"s ON Ili; - SAMErAZEAS CONNECTORS FOR ALL FLOW _ /A1��[1(N/11(11 �.. !I1-I T.%.rPLAN; -' 70 !: (!) I=1I IrI N\M 11\ -III- OutS10_ 0% PLANT aa. ei RwS w tUz' METER R:v:O PIPE AND RELAtEO FIiTEVGS SI,-ALL BE PE.R _SII-11 j= .,�; - N^,iE$ TIv;S T-. MOT" ,. III—II AREAS TO !: R£MOv£0 iR+OR i0 C;t`• FLOW 1I WIRE CONNECTIONS -I 312E SENSOR CUCAMONGA COUNTY WATER DISTRICT STAVOAROS. +i'A .0 11—II _ tH; R0. Nu - _ ACCEPTANCE DIAMETER SAME SIZE T SCATI�•1 LOIS I I_I I I_I I•j:r;. Y, - it I. TRE: SPACING SHALL CONFORM TO PLANS AoaRQLrp BT' THE CITY ENGINEER -III-_-I _..I I!-�� RAS ALL , � .� �.t. - I_ _ AS FLOW METER SIZE pI1,1E0VkTL,EYAFTER CONTRACTOR SMALL VERIFY L'lli� CCI!„ PRIOR TO �--_111=111_ r . (II.I _ bI N TR TrON -I - - 11=I1=III: 2. ALL TREES IN THE R.Ow ARE SUBJECT TO LINE OF SIGHT :)II=III=11{ III_1 1_I I 1=111=III_II FL:O'✓k'SENSCIR. CO S uC ( : MISTALLING I—III_ t— — — _ h0iE5 - II-111=t1i-1 - IENGINEER. CRIT. AS APPROVED BY TRAFFIC I - 1 __ I-if MWORAMDISTANCE DOWNSTREAM OF I INSTALL PER LOCAL COALS 3 AT ALL LOCAL RESIOENTtAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE ist :I t-iII_IIE111-III-III-II�IIr11I-11 II I UNINTERRUPTED PIPE(5X DIAMETER 1 EOUI?a ENT TO BE 1VSTALLEO AT A LflNtMUM OF Ii FROM ANY 3/a' WASHED CRUSHED __ _ ___ _ PARMAY TREE AT A MIN OF 25' FROM BCR OR ECR -I I i=III-III--f I f=I i I-III-III i I i=III- Imo\ %\\�'� i F OFFLOWMETERSIZE) SiRUCSVRES OR HARDSCAPINC AGGREGATE BAS YNO'S'V33Ep NATM SDL ilI- 111-i -III--iI !L^�� r =1I! 3 Wr EN U>I i IS NEXT i0 A STRUCiu?' (IE WAL!. 3U•^_91N^. ETC) <. MAINTAIN S FEET FROM CENTER OF TREE TO EDGE OF ALL UNOrRCRDUuO 111-111-II I-I II-I I 11:.\y�,� Ilv MINREUMOtSTANCEUPSTAEAMOF M^ Nt TEST COCKS ON OPEN OR N^V-STRU"iUR: SIJ: NOTES _ FACILITIES IN ADDITION MAINTAIN 10• FROM CENTER 07 TREE TO ALL UTIUY =111-III 111___111—III_ !��Y`C) 1 RDO7 BALI. � :'ll!� Vv - it r A V- X. c r —1 11 \ \ �� \ UNINTERRUPTED PIPE(LOX DIAMETER .•.• r r INSTAL N v _ . BO I-IIIJ VIII I r cr t. PLACE A,,,,R_WL PRIOR TO NS ALTA 0 0 OWN_O WATER k S.W_R LATERAL UN_$ 1 I T > > _�• � BACKr.L r1TH NO IT PARA T STREET A.IN i I _. < ORIENT N ll__ O T R R NA.DSC C I �(/ __I OF FLOW METER SIZE) U i 1 FROV TRUC u ES d 5 SCREEN UNIT wITH SHRU3S WHENEVER POSS13LE 2 INSTALL CONTROL VALVES A MIN 0 2 0 S 3 INSTALL VALVES IN PLANT BEDS WNER_ EVER POSSIBLE NEXT TO $tOEWA!KS S. TREES SMALL NOT BE LOCATED ON PROPERTY LINES. NorEs ROCKS GREATER THAN S Ow E NNE^TIN s P vA!vE BOX AT RIGHT ANGLES TO STRUCTURE$ OR wkROSCAPINC 6 STRE,-T TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE I REMOVE NVISERY STA<Es --I 1_7 IE�I If=31� III=ilLilt ll b DIALETIC FITTINGS ARE REOUIREO FOR CO CONNECTIONS O' LACE PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX ENGINEERING DIVISION t. STAKES TO K RVMS AND PARALLEL IIS I I!h I ElI�JI�IIF_iI F!!CC'. E S LA 1-Ii l 1IBIOI IIE3IEIIF- . p15f MIL/LR METALS D O AN _E I_�I I L NAt t IDENTIFICATION TAG WITH APPROPRIATE RIATE CONTROLLER O r ► 'V'NT R 6 ATTACH METAL VALVE Of 7 VALVE PER $t0. SIB REOUIREO ZErORc BACKFLOV R. _ E ] STAKE TR:_ PEA?ENOICt1LAP TQ PREVAILING WIND �I�{�i!�sI�11�1I�{1�'i!�{!�1![• � SdL tMDK VR3E0 VA!vE Nuv3ER 7 STREET TREES SHALL BE PLANTED AND STAKED ACCORDING t0 THE CITY - LU Lc IIrIIr Iy�IL�1G 1t_iC l WHEN MAINLINE IS 3- OR LARGER. STANDARD PLANS. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA � TwICL ROOT BALL •DIM CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA - - CITY OF RANCHO CUCAMONGA. CALIFORNIA 1 FLOW METER INSTALLATION � REDUCED PRESSURE � VALVE C - - BACKFLOIV PREVENTER - 3" or smaller TREE PLACEMENTA DOUBLE STAKED TREE ON SLOPE B DOUBLE STAKED TREE USI MtM SIAIr0AA0 SPTCIF1:Atois r0. Pu1.,c WoA•s comlltAUCI,O" 5 r.Al 24" BOX 2<- STRONC BOX WCOEL NO sB-1•ss/IIOv ROTE: ENCLovint ro BIT CROUN0EO PEA HANOSCAPINc LOCK COOS. oROUHO R00 t0 3£ MSTKLEO IWSICIE ENCLOSURI.. ON -�•�,,,��� 4 OF COMPACTED COARSE GRIND CKY+tROLEER SIDE WOOD FIBER MULCH. b i:->t' `1• l;`i: '<::� `�:: KVWCAPTNG/ CONCRETE — — _ ---711 -- HEADER FINISH GRADE FINISH 1 i 1 1 1 I I-i I�-I 1 I I-III I I-I I i-I GRADE �I I II I I 1-1 I I- It I I l-i i C=_III _ _ 1 I`I I i_ `� DEPRESSED COMPACTED r BERM ro ►DRY 1x rop11NC INSTALL A YWKMVM Of OEPRESSEO rAtERIr� a!VN L-J r ABOVE GRADE AND SLDP£ (I I_I I 1 1 v .11'• 1 I'• .. TOP TO DRAIN A, MwwUv Or tx. �, ttEA.v BLACKIERI - SEE - I `i a' roo0 CHIP MACH TOP Or ROOIIlRII ro ExtErA 2" • V •11•` I L: .:. I dl =1111 I— SPECS. FOR MATERIAL. �I I I - CLEAN iSACKFILL - SEE TOP Or r Ago CI ro - A?f01Q FINISH GRADE ' L I a + COMPACTION R:OUtR:O s o A + ErtSNO Y A9or Com£ ATM BA Y:KL MTH N7 11^,V-(S I SPECS. FOR MATERIAL. , , FINISH GRADE CREwtFR Trv.V T OMvEt;R 90.. COMPACTION REOVIREO ISOi I=111=111=111 I I I I I=111=11 L= _ 1111 111 — _ _ L r 3;4w TICrTLY COMRACTEO w -' GSC-40 PVCCCONpvIt MR£S nc b - -' -' -i I I I I - - -I - I-=_ ._ O .ORI) w E uG SAS.x I=1 11411 I I I i_I 1--Iii-1 I I I I;I }� I I_ III ►I PLA" r AT R L_ •III-1 r r—I r I I r l l r I I 11 r- I�'I ISI I I- -- - I I—I I It I I-1 11--III-I . NON-PRESSURE LATERAL UNE: I SANDIII=1 a -III -I SCH. 40 SNAKE PIPE 1N III IO volt TIRE w RICO STEEL .III- i I- TRENCH T-1 — r = 90• sVrE E!L • -) �SHOVEL CUT EDGE COMPACTED 1=1 11=I I ISI I I i 1=1 I I�I I I=1 I II I II I II I II I II I L— COvDINT (P_R LOCAL COO_) - i TO 'a,ER SIO-- Or CAI"T ('"P) I—I I PRESSURE SUPPLY UNE _-= -- - =111-� _ / 11=11 11111I�1f1 IU�111 I "1 ---y I SCH. 40 CL. 315 SNAKE -i J -I�I 111 I "°DT "`L EI II�I I II�I t I: it I II 1 II 11-1 ! - R��PDITT .Poor- I .III-! = 11 I- .III=� I ,111= _ _ __ __ __ -- - �DDr BALL -- - ILL:O LOCAT:O OUTSIDE O: 71. E IN TRENCH _ •III•" I I � Av GUM WEA'-EI! - RESTS/ANI BDx wS,A:UT10-V/LOCA TICN ( I I-I I CONTROL WIRE SLEEVE EL.CT SA�TCN :Oi SE'VRI'` I !' SER CIT" ACJ CKCExSE R;> I 1=i I I . . 11`11 `III-1 I111_.1 it II�111-'ti1- �vT OF N 911 (T) TIY£S THE hIII�IiI_I�=1 -I -111-III=III �": PIT 10 BE (2) tkM;S t•E Ger CONtROI AS iE0U1REp T:R r^ _ I---I I I� . . © . . . 1(-1 1 SIZE PfR 7lAV IN$TALl III-III"-iII-III-III-ILII 111'"111 WIDTH Of TH: Rt�i Mll MDIH D: TH; RCOi ?Ill_ ! i I I I`_ CONTr20: WIRES - BVNDL: A'JJACENi TO PRESSURE _ _ � ► =111=1 _ TIII- _ _ _ _ _ T_.I i�Ti�TI-1 i i-I i r I>~I E III= 1= __ r AND TACE AT Ts• O.C. AND � I ��I SUPPLY UNE -III`III i I1_I I I III III III 111_ n£cTRrC METER PER sc£ I ( 111 . - -F ,,.., _ . . i11—Ii IN ADJACENT TO I—Ii I NOTES: -III-III-III-III-ILL-il if-I III .1-111-III-Ill IIIA= i 1I III-iII-III _ --- — —_ — � '� _ :I I— I — I i 1=III-i I i-1 I i�l 11= I _- --- PRESSUP.E SUPPLY UNE - - t. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRALTO? SHAH1_)I I-I i{ (I I-! —i>f 1 - I I I _ _ _ _ J III--III-I I (- -III--I I V___1 _ _ - _ PRESSURE SUPPLY UNE SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. -111-111-'III_III_i11=1II�-1 -III_Ii�I-III-III III'I II`III CA'SENSE CONTR^�-ER MODEL MO ! _ -I i I 1 _ 1 I-I I 1-I I _ TI-I I-III - -III- i I 1=1 I I_.I 11- 1I I_I I I_I1I I1= 11 I-I i I-I I III 1 1 i_ _ SLEEVE SITE TWICE R INS I I I—III I —_I DIAMETER OF PRESSURE 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON TME PLANS AND BLEND NATIVE BACKFILL WITH NO .R TO CoNIR '_E.3 � I i-I 11_ PROvIOE Ir OF SAND I I-III i-I fMSTALIATION STD I NP INTO EDGES AT GROUND COVER AREAS. ROCKS G1,Ar4 rww s I_ I I I BEODLHG I I—i I I SUPPLY INE s£cuRlr. LIGHT—= 6' TYP. ,w_R REOVIR£D PE? L -� S. MOISTEN MULCH AFTER INSTKlAT10N TO ASSIST IN COMPACTION. DIM ITER CLANS FINISH I NO`t-PRESSURE LATERAL uNOISrvRBEO NarlvE SOIL CRAG; i' CROtPM R00 4. PLACE >`0 MULCH WITHIN A 6- RADIUS OF THE CROWN OF A WOODY PLANTER. VNpSTURBEO NATNE SOIL. UNE SLEEVE - SITE TWICE 2 SCM a0 CONDilrT 1 t I I III DIAMETER IN NON-PRESSURE ,OR SECu* LIG::-i MIN 1 I I 1 t t 120 VOLT .IRE w MOO LATERAL UNE vwall.G .• .• STEEL COMOVII (►ER NOTE: NOTES: A•pt£S. NOTES .. LOCK CODE) 1. P1CTAr_ AND LOOP CONTROL WIRE AT 90' C>a•A•`aGES M DIRECTION. I. All SLEE1/fS Td � SCM 40 PVC. - I VNtANCLE MAR£p ROOKS N 100SLN+MC ALL R00TS AT LOC; I. tJNTANGtC MATTED ROOTS h IOOSENrNC Kl ROOTS AT [OCE Or ROOT AAAI 00 NOT CRACK ROOT Mlt O: ROOF BAIL 00 IaQi CRACK ROOT eKl _! 2 EXTEND ALL SLEEVES 12" BEYOND EDGE OF MARDSCAPINC AT BOTH ENDS. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CONTROLLER ENCLOSURE TYPICAL TRENCHING E TYPICAL SLEEVING " TYPE A F MULCH INSTALLATION D CONTAINER PLANTING I CONTAINER PLANTING ON SLOPE F 4» BACKFLOW oN DMCE SHALL 111E INSTALLED WMUN A SrROPIG DOX PLANTING NOTES Nt-�Oa SHRUB HEAD BOOP SET TO �)SM. AL ALUMINUM ENCLOSURE,AND SHALL BE INSTALLED PARALLEL 1/4- ABOVE FINISH GRADE TO THE STREET AND SCREETIED WiTH SHRUBS WHENEVER POSSIBLE. FI M BACKF� IS To BE INSTALL£©PARALLEL T9iHIIII! R!L'T 1. CONTRACTOR SHALL NOTIFY THE CETT AND LANDSCAPE ARCFQTECT OF SITE >r PLASM VALVE BOX a COVER: STRUCnR E OR- t. CONDITIONS WHiCH PREVENT INSTALLATION PER PLANS AND ETCHED (CARSON OR EQUAL) MAROSCAPING AND SCREENED Wi3H St1 17)TN SPECIFICATIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AT GRADE IN LAWN AREAs �A . THiS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES.ETC,SHOWN WITHIN PAVED AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS I''I—III—i =-I 1 I III-III- ABOVE GRADE IN SHR�UB ] I t8 MIN'1 \ AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSULLED M WHiCH ARE NOT INSTALLED PER PLAN AND SPECIFICATION -' - - --- AND GROVNOGOVER AREAS�_-- ----,• PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE ___ _ ISI—ii IIT= i1=1�I—!{ ,— - AND SOIL — { SPRINKLER SYSTEM, WALLS. STREET LIGHTS, SIDEWALK, UTILITY LINES AND 2. CONTRACTORS iT REQUIREMENTS STAKING AND SBACRKFILL OW MKF OF SPACING -III I=1 I I 111_ FINISH CRADf - I` . PREPARATION, PLANT TAPER MULCH EQUIPMENT,AND ARCHITECTURAL FEATURES. REQUIREMENTS. LTwnT � KIDLIKE ENT - - - - I RE PuwTER AREA M AWAY FROM HEADS =III=I I III= ` = _ 1 T-�1 I i CONTRACTOR SHALL VERIFY ALL CONDR10iV3 AND DiMINSiONS SHOWN ON PLANS 1-=1 11= I I-I l I 33 oNPoulcK- i N r __ AT THE SiTE PR1oR To CObtMENCEMENT OF ANY WORK. ALL DISCREPANCIES 3. CONTRACTOR SHALL FAMR LARIZE NiMSELF/HERSELF WrtT?L ALL COUPLING VALVE SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CiTY. UNDERGROUND uTiLmEs,PIPES,sTRUCTIIRES,ETC,AND SHALL TAKE SOLE RUBBERHRPS �', LI I1 RESPONSIBILITY FOR THE REPAIRIRFPL AGEMENT,AT No COST TO THE CITY, I I II I LJ'I Il THE CONTRACTOR SHALL FAMILIARIZE HIMSELFMERSELF WiTH ALL ANY DAMAGE OF SAID UNDERGOUND FACILITIES. BTAINL.ESS STEEL -� �,-I 1 ,, SCREW CLAMP � K .:. UNDERGROUND UTILITIES. PiPES AND STRUCTURES. AND SHALL TAKE SOLE MINIMUM(3)PLACES j;_ -7' j RESPONSIBiLITY FOR THE REPAIR/REPILACEMENT,AT NO COST TO THE CITY, FOR 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS M CONJUNCTION WiTH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN ,. zj 3WANY DAMAGE OF SAID UNDERGROUND FACILITIES. COMPLETED, FiNAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING CR WASHED-1 - LL �S HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND / 6! CRUSHED Ij-_4 I, CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS ARID VALVES FOR THE WORK APPROVED BY THE CITY. o AGGREGATE BASE Iz -� `I � OP'T1MUM COVERAGE WiTH MINIMAL OVERSPRAY ONTO WALKS.STREET'S WALLS, 1 SCH ao BRASS NIPPLE- i--� i `:. . ETC. THiS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE �./ I COMPENSATTNO NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL S. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY y SCM 40 BRASS NIPPLE-- i .... CONSTRUCTION. AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ! UAI ,i1 1 24'LONG - _L ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A / SCH 40 PVC WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES•ETC.) REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. E-va4'.rx 90- Si R-_T\E!L 90' STRE_T ELL INTERFERE WTiH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO NO\-»E55uRE MARLfx 90 STREET Et! �� PREVENT PROPER COVERAGE,THE I'RIUGAT1ONCONTRACTORSHALL FIELD ADJUST 6. CONTRACTOR ISRESPONSIBLE FOR ALL REPAIRS ANDI'ORREPLACEMENT OF to i:RA! FI 1-,InG \__ BD p\,G yD. SCH ao BRASS 9D�ELL ANY DAMAGED LANDSCAPE AREAS BEYOND THE LiMIT OF WORK,THAT 1S NON-P?"jSU:{E LITERAL UNE SCM BO PVC NIPPLE STREET EU- THE SPRINKLER SYSTEM BY iNSTALLM A QUARTER CIRCLE OR HALF CIRCLE A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB• TYPICAL (I) PULES CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF kOTE. PRESSURE SUPPLY 1 SC" 40 BRASS 90° SPRINKLER HEAD ON EACH SIDE OF THE OWnUCTION 90 AS TO PROVIDE PROPER ORIGINAL WORK OR PLANTS.UNLESS OTHERWISE APPROVED BY THE CiTY. t. ALL LNG (TRIANGULAR) AND GROUND COVER TO BE PLANTED AT EQUAL A,VTI-pRArN VALVE AS REQUIRED LINE FITTING STREET ELL COVERAGE ALL ADIVSTMENTS SHALL BE MALE ATNO A.DDETTONAL COSTTD THE SPACING (TRIANGULAR) UNLESS OTHERWISE MENTSINDICATEo ON PRESSURE SUPPLY LINE -A4REBARSTAKF CITY- PLANS. SEE LEGEND FOR SPACING REOUIREMENtS. {24•LONG) 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. NO FINAL QUANTITIES FOR PL.ANTMATBRLAILSINSTALLED SHALL BEGOVERNED 2 WHERE PLANTED ADJACENT TO WALLS. WALKS, CURBS OR t LCCA-' NEAP 2 TO 6 FROM WALKS. CURBS. HAROSCA?ING. mow STRIPS. INSTALL ONE (1) SPARE ORANGE WiRE ALONG THE ENTIRE LENGTH OF THE SIMILAR LIMITATIONS. ALL SHRUBS AND GROUND COVER AND :ODES OF LAWN MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE(RCV)ON EACH BRANCH. BY THE INDICATED PLANT SPACING REQUIRED. SHALL U PLANTED AT ONE-HALF THE DESIGNATED SPACING 1 US- i:'EON TAP, ON ALL MALE THREADS 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN FROM SUCH UM1T5. SEE LEGEND FOR SPACING REOVIREMENTS DESCRIPTION OF REVISION G'tt 3 INS:A!! HEADS vntH INTERNAL CHECK VALVE AND PRESSURE ENCLOSURE FOR IRRIGATION WIRING. (I. WHENEVER SHRUB/GROLMDCOVER AREAS ARE ADJACENT TO TURF AREAS 3 SPACING REOUIREMENTS SHALL GOVERN THE FINAL pUANnnEs TE APPROVED [OMAj L H AD FEATURE AS PER THE IRRIGATION AN PLAN. OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRNATE LANDSCAPE OF PLANT MATERIALS PLANT OUANTMES INDICATED ON THE IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER AREAS,ACONCRETE HEADER IS REQUIRED,PURSUANT TOCTTY STANDARDS LEGEND ARE ESTIMATES ONLY. CITY OF R CUCAMONGA 4 HEAD CONNECTION AT BOTTOM INLET ONLY AND DETAILS HEREON- i WEEK (ItIRF) AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS) APPLIED FOR i HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA T'O5:00A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE ATATIME 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASES UNLESS OTHERWME c THE SYSTEM 1S DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT APPROVED BY THE CITY. HERO S ST-R-E-ETSCAPE 1 QUICK COUPLING VALVE WITHIN VALVE CITY OF RANCHO CUCAMONGA, CALIFORNIA 1 HI-POP SHRUB SPRAY , BOX FOR NON-TURF AREAS -H EACH POINT OF CONNECTION. Bn"i DEMAND�GAI EONS PER MiMTtE 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE FINAL SOIL AMENDMENT TYPES AND QUANTTTTES SHALL BE BASED oN SOIL I SHRUB AND GROUND COVER IRRIGATION / PLANTING DETAILS WATER PRESSURE AT THE SiTE PRIOR TO THE START OF INSTALLATION. ANY TEST RECOMMENDATIONS(SEE SPECiFICATiONS). ROTOTILTHE REQUIRED I SPACING TRACT 16193 RANCHO CUCAMONGA CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CiTY. SOIL AMENDMENTS 6'INTO THE SOiL AT THE REQUIRED RATES PER 1,000 SQ, AUTOMATIC CONTROLLER TO BE A CALSIMM ET-2oOD-n-LIR�R-?•P I TTIi o w/LR q IrIP- FT. IRRIGATION NOES RADIO)W/ANT-11 ANTENNA PORT INSTALLED WTTHN A STRONGBOX(SB)2435/120 4 CY.NITROGEN STABILIZED SAWDUST IRRIGATION / PLANTING DETAILS NOTE: BEFORE ANY WORK COMMENCES. A CONFERENCE VOLT CONTR.FILLS )ON Top OF TitE EN ENCLOSURE. MOUNT THE ANTSPECIFIC PORT 120 IBS GYPSUM (EPDXY•FILL.ED)0T,)Tpp OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS 123 ISS GR4roWER PLUS -SHALL BE$ILD WITH TAE CITY'S REPRESENTATIVE.AND NEW WATER METE R(SIZEPERPLAN),ASPROVIDEDBYCCWD.13REQUIREDATAL.L AND ATTACH COAXIAL CABLE- SYSTEM SHALL BE OPERATIONAL PRIOR TO THE THE CONTRACTOR REGARDING GENERAL REQUIRFMFNTS tOINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANC�N13 AND CiTY'S ACCEPTANCE ACTUAL LOCATION OF THE ENCLOSURE To BE AS DTREC'TTiD It. LANDSCAPE AREAS SHALL RECEIVE 1"OF WOOD CHiP MULCH UNDER ALL APPROVED 13Y: DATE: C TAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER CONTACT THE BY A REPRESENTATIVE OF THE CITY. TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS, CITY ENGINEER kiln RCE No. 24953_ IOF' S' WORK CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PURSUANT TO CiTY STANDARDS AND DETAILS HEREON. GRADINGL►,)iOSC,�P - MOCEDURES. THE CONTTLACTOR SHALL SUPPLY 171E CONDUIT NEEDED FOR THE CONDUCTORS OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL ��0/�__ F OESrCNE B+' j RECOWENM AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION SUBMIT A SAMPLE FOR THE CITYS APPROVAL PRIOR TO PURCHASE AND CONTRACTOR SHALL VERIFY ALL CONDITIONS AND TYPICAL.POINTS OF CONNECTION CONSIST OF A NEW WATER METER.,FOLLOWED CONTROLLER ELECTRICAL CONDUCTORS AND METER T'O BE PROVIDED BY SCE. PACEMENT. SHREDDED MULCH IS AVAILABLE FROM' c� Ff h cy - FRANK D DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO BY A PRESSURE REGULATOR (IF REQUIRED). FOLLOWED BY BACKFLOW COORDINATED AND PAID FOR BY THE DEVELOPER K W 1F10 Of RADMACHER tREVENTiON DEVICE,FOLLOWED BY A FLOW METER.FOLLOWED BY A MASTER "EARTHWORKS DRAWN CONUWFNCIC MINT OF ANY WORK. ALL DISCREPANCIES VALVE. ALL EQUIPMENT SIZED PER PLAN.INSTALL ALL EQUIPMENT PER CITY ALL SPRINKLER HEADS SHALL BE SEi PERrENDlcve AR TG ONfirill THE GRADE OF T►t1? 13510 CITRUS AVE. NORCO, GA ASSOCIATES, INC. $"EE' SHALL BF,RtPORTEP FOR DIRECTION PAWDIATFLY TO STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. (909) 538-3321 J � %� Landscape Architects `�� �F LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS LNRFCTED ON I'r �/ •�Z` CHECKED Y PHONE (714) 832-1774 FAX ('714) 832-5721 DRAINING No THE CITY INSPECTORr SITE BY A REPRESENTATIVE OF THE CITY ALL POP-UP TYPE SPRINtKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 54"ABOVE FINISHED GRADE \\�F Street.14841 Yorbe SLet, Suite 204 Tuetln 680 CA 92L� DATE OZ R.L.A. No. T PROP(( Cf 11 f-1 NII ,� --.» .�. �• ..sLa .-�',-„A' �' -�.r,v�R� `..- _,�.,"�z> +=aw&° _ _ �R.F a'+s- ��r _�•x-.::�.r2a47"i-?i� ()1 _--- SPRINKLER IRRIGATION SPECIFICATIONS PART 1 - GENERAL 1.01 DESCRIPTION A. Scope of Work: Provide an labor, material*, framsporletlom, and services noesssary to furnish and Install the C. The gueramte• form shall be re-typed onto the Contractor's IeMerl+•ed and shoti contain the following S. Use 10" x 10-1/4" round box for all gsick coup",. velvet In•ia" within on-structure landscaped areas. 3.04 TEMPORARY REPAIRS Irrigation System vs shown on the Drawings and described herein. Information: Carton industries No. 910-128 with green bolt-down cover or approved equal. The City reserves the right to make temporary ropal as neeso•ery to keep fit spMnkhr slreMn equipment M operating condition. The ex*rclse of this right by the City shall not relieve the Contractor of hie responelbiltttes B. Standards: All work and materiaft shall comply with governing codes, safety orders, sfendords, and GUARANTEE FOR IRRIGATION SYSTEM N. Sprinkler Heads: under the terms of the guarantee as hereln specified. regulations, and most the minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. We hereby gums d that the Irrigation system we have furnished and installed to free from defeats in materia% 1. All sprinkler heads shall be of the some size, type, and deriver the some rah of pmecipMaMon with the diarnehr 3.05 EXISTING TREES and workmanship, and the work has boon completed in accordance with the Drawings and Specifications, ordinary (or radius) of throw, pressure, and discharge as shown on Me Drawings and/or specified in these special 1.02 QUALITY ASSURANCE B REOUIREMENTS weor and fear, unusual abuse, or neglect excepted. We agree to repair or replace any defects In material or provialons. When R Is necessary to •xcevaM adjacent to existing !,sot, the CoMroetor shall use est petsfble cars to avoid workmanship which may develop during the period of one year from date of acceptance and also to repair or Injury to trees and tree roots. Excavation in erect where two (2) Inch and larger roe% occur shall be dome by hand. A. Permits and Fees: The Contractor shall obtain and pay for any end cif permits and an obsermfioms as requtred. replace any damoge resulting from the repairing or replacing of such defects at no additional costs to the City. We 2. Spray hoods shall have a screw adjustment. All roots two (2) inches and larger In diameter, except directly in the path of pipe or conduit, shall be tunneled shall make such repairs or repl000ments within a reasonable time, as determined by the City, after receipt of under and shell be heovlly wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine 8. Monufactur*r s Directions: Manuforturer s directions and detailed drawing* shall be followed in all cases who» written notice. In the event of our failure to make such repairs or replacements within a reasonable time after 3. Riser unlit shall be fabricated In accordance with the detafis shown on the drawings. is run close to frees having roots smaller than two (2) Inches In diameter, the wall of the trench adjacent to the tree the manufacturers of articles used In this Contract furnish directions covering points not shown in the Drawings receipt of written notice from the City, we authorize the City to proceed to hove sold repairs or replacements made shall las bond trimmed, making clean cuts through. Roots one (1) Inch and larger in diameter shall be pointed with and SpecificoVons. at our expense and we will pay the costs and charges therefore upon demand. 4. Riser nipples for all sprinkler heads shall be the same site as the rise► opening In the eprinki*r body. two coots of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four (24) hours; and TRACT 16193 LMD DISTRICT 1'. where this Is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. C. Ordfrtances and Regulations: All local, munfcipat and stats lows, and rules and regulations governing or PROJECT;_. S. Ail eprinkfer %sods of the some type shall b• Ms tam• manufacture. relating to any portion of this work an herby incorporated into and made a part of these, Speelfloaflone, and their H�RMOSA AVENyE NORTH OF WATERFORD LAND 3.06 FIELD QUALITY CONTROL provisions shall be carried out by the Contractor. Anything eontalned in these Specifications shall not be LOCATION: R 0. Slowing: construed to conflict with any of the above rules, regulations, or requirements of the some. However, when Mese A. Adjustment of the System: Specifications and Drawings call for or doverlbe materials, workmanship, or constrvetion of a better quality, STONED: 1. Slowing under hardseep* or pared areas for mainline, late, I lines or control wiring shag be Schedule 40 higher standard, or larger size than Is required by the above rules and regulations, the provlsions of these P.V.C. or approved equal. 1. The Contractor shall flush and adjust all spriMder heads for optimum performance and N prevent owe spicy Specifications and Drawings shall take precedence.. ADDRESSED: P. Vandal Resistant Controller Enclosure: onto walks, roadways, and buildings as much as posstble. D. Explanation of Drawings: PHONE; DATE OF ACCEPTANCE• 2. If it is determined that adjustments in the Irrigation equipment will provide proper and more adequate soverag•, 1. Controller enclosure shall be of size end type shown on the irrigation Drawings and 1, 190 am Doha sheet, the Contractor shall make such odjustrronfe prior to planting. Adjustments may also include changes in mettle 1. Due to the Scale of the Drawings, it Is not posstble to indicate ori offsets, ftiting, sloe so. els., which may be PART 2 - PRODUCTS sizes and degrees of arc as required. required. The Contractor shall carefully Investigate the structural and finished conditions affecting all of his work 2. A baekboard shall be secured to the eontroiier enclosure housing to provide a base for mounting the automatic and pian his work accordingly, fumfshed such fittings, etc., as may be required to most such conditions. Drawings 2.01 MATERIALS sprinkler controller and terminal strip, 3. Lowering rolled sprinkler heads by the Contractor shall be accomplished within ten (10) days otter notifloation ars generally diagrammatic and indicative of the work to be Installed. The work shall be Installed in such a by the City. manner as to avoid conflicts between the irrigation system, planting and architectural features. A. General: Use only new maferialo of brands and types noted on drawing*, speeiflod heroin, or approved equals. 3. A 117 volt duplex box *hall be provided with an On/Off switeh, and a 117 vont rooepteels. Metal conduit the" run from the 117 vont supply to the controller housing. All power within the housing shall be property phoned. 4. All sprinkler heads shall be set perpendicular to finlshod grodse unless otherwise designated on the Drawings. 2. All work called for on the Drawings by notes or details such be furnished and Installod whether or not 8. PVC Pressure Main Une Pipe and Flifings: 4. A terminal strip shall b* provided. cls Indlccfln the r into of connection of off appropriate wiring 5. Rent Mrd EFB-CP-PRS valves will be set r manufacturers s ecfflectlon so that each late, I speetfleofiy mentioned M Me specifications. P Prost rte P� Po PProP rt0 per P operates all design 1. Pressure main line plping for sizes 2" and longe shag be PVC Claes 315. (Notion valves, matter valve, common, central controls. preesure. 3. The Contractor shall not willfully Install the irrigation my !*in as shown on the Drawings when H to obvious in 2. Class 315 pipe shall be made from on NSF approved Type, 1, Oahe 1, PVC compound conforming to ASTM the field that obstructions, grade differences, or discrepancies in area dimemstons •xlsf that might not have been rosin specification D1784. All pope must meet requlremento as not forth In Federal Specification PS-22-70, with 0. Miscellaneous Irrigation Equlpmenf: B. Tasting of Irrigation System: M considered in engtnsering. Such obsirvctlons or differences should be brought to the attention of the City of an appropriate standard dimension (S.D.R.) (Solvent-weld Pip*). Rancho Cucamonga. In the went this notification to not performed, the Contractor shall assume full reopomelbillty 1. Refer to the IMgation Plans for sizes and types of mliscolkmeous irrigation equipment. 1. The Contractor shall requett the presence of the City of Rancho Cucamonga In writing of hast 48 hours In for any revision necessary. 3. Pressure main line piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent welded join%. advance of testing. 2. All miscellaneous Irrigation equipment shalt be as specified or approved equal. 1.03 SUBMITTALS 4. Schedule 40 pipe shall be mode from NSF approved Type 1, Grade 1 PVC compound conforming to ASTM 2. Test all pressure lines under hydrostatic passu» of 150 pounds per square Inch and prove wolm ght. rosin specification D1785. All pipe must meet requirements as set forth In Federal Speeffloctlon PS-21-70. PART 3 - EX CUTION A. Motorial list: rosin Testing of pressure main Imes shall occur prior to installation of the electric control valva. 5. PVC solvent-weld flilings shall be Schedule 40, 11-1 NSF approved conforming to ASTM toot procedure 3.01 OBSERVATION OF SITE CONDITIONS 1. The Contractor *half furnish the articles, oqutpmsnt, mateAais, w processes sp•ctflod by name in the Drawings 02466. 3. All piping under paved areas shall be tested under hydrostatic pr•stvro of 150 pounds per squat Inch and and Specifications. No substitution will be allowed without prior written approval by the City of Rancho A. All scaled dimensions are approximate. The Con! cetei shell cheek and verify an size dhn•nsform and *calve proven watertight prior N paving. Cucamonga. 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings shall be of type and Installation methods approval from the City of Rancho Cucamonga prior to proceeding with work under thle Section. prescribed by the memufocturer. 4. Sustain pressure In rinse for not is" than six (6) hours, If looks develop, replace joints and repeat toot unfit 2. Complete material not shall be submitted prior to performing any work. Material rest shall Include the 8. Exercise extreme core in excavating and working near existing utlItttse. The Contractor oroil be responsible for entire system Is proven watertight. manufacturer, model number, and dstcription of all moteriots and equlprn*M to be used. Although manufacturer 7. All PVC pipe must bear the fonowtng morWmgt: damages to utilities which are caused by his operations or neglect. Check existing utilities drawings for existing and ether Information may be different, the following Is a guide to proper submittal formol: utility locations. 5. All hydroslatle Nets shall be made only in the presence of the General Contractor and the CMy of Rancho o. Manufocturer's name Cucamonga. No pipe shall be backfliled until It hos been observed, tested, and approved In writing. Hem Ne. Descriofian Martufal�r Model No. b. Nominal pipe size C. Coordinate Insfaltaflon of sprinkler materials Including pipe, so Mere shall be no Int•rferemee with utilities or C. Schedule or class other construction or difficulty In planting trees, shrubs, and ground coven. S. Furnish n•cts"ry fore* pump and all other test equipment. 1 Backftew Preventer Febeo 825-Y-BV d. Pressure rating In P.S.I. 2 Automatic Controller Cals*rtee ETi •. NSF (Notional Sanitation Foundation) approval D. The Contractor shall carefully cheek all grades to satisfy Mmeoff that he may, safely proceed before starting 7. When the irrigation system is completed, perform a coverage too M the pretence of the City of Rancho 3 Matter Volvo Superior 3100 RCV f. Date of extruslon work on the IMgation system. Cucamonga to determine If the water coverage for planting areas Is complete and adequate. Furnitrh off materials 4 Etc. Etc. Etc. and perform ail work required to correct any Inadequacies of coverage due to deviations from the Drawings, or 8. All fittings shall beer the manufacturers name or trademark, mtetsrlal designation, size, appncabte I.P.S. 3.02 PREPARATION whore the system has been willfully Installed as Indicated on the Drawings when It Is obviously inadequate, IMgation submittal must be speciate and complete. An items must by rested and should Include solvent, primer, schedule and NSF seal of approval. without bringing this N the attention of the City of Rancho Cucamonga. This toot shall be accomplished before wire, oonnectors, valve, boxes, eta. No copies of manufacturer's literature (catalog cuts) aro requirod as submittal A. Physical layout: any ground cover is planted. Information. C. PVC Non-Pressure Lateral Une Piping: ,. Prior N tnsfvllation, the Centroctor shall sit slake out all pi eseurs supply rens, routing and location of sprinkler S. Upon completion of each phots of work, the entire system Shen be tested and adjusted N meet *1fe 3. Equipment or materials Insfaned or furnished without prier approval of the City of Rancho Cucamonga may be 1. Nen-pretture buried lateral line piping shall be PVC Schedule 40 with solvent-weld joints when lnft"ed in hoods. requirements. rejected and the Contractor may be required to remove such materials from the slot at his own expense. planting areas. 2. All layout shall be approved DY the City of Rancho Cucamonga prior N tnstaltetton. 3.07 MAINTENANCE 4. Approval of any Mem, aN*rnvfiw or substitute Indicates ony that the product or products apparently meet the 2. Non-pressure lateral line plping installed under paved areas shall be PVC Schedule 40 with solvent welded requlnmemts of the Drawings and Specificottons on the bast* of the Information or samples submitted. joints. B. Water Supply: A. The entire irrigotton sysNm shall be under full automatic operation for o period of seven (7) days prier to any planting. 5. Manufacturer's worrartflso shaft not r0ove the Contractor of his Ilabntty under the guvn artIo . Such warranties 3. Pipe than be made from NSF approved, Type 1. Grade II PVC compound conforming N ASTM nein 1. The Irrigation system shun be son..eel to walor supply peinf(s) of cop saMon at India~ on the Drawings. shall only supplement the guarantee. speelfication D1784. All pipe must meet requirements sot forth in Federal Specification PS-22-70 with an B. The City of Rancho Cucamonga reserves the right to we" or shorten the operation paled. appropriate standard dlmenslon ratio. 2. Connections shall be made of the approximate IocaMon(e) shown on the Drawings. The Contractor Is B. RECORD DRAWINGS: 4. Except as responsible for minor changes caused by actual site conditions. 3.08 CLEAN-UP noteIn paragraphs 1, 2, end 3 of this section {2.018), all regal d »martts /w non-p»esv» lateral One 1. The Contractor shall protide and keep up-to-date a eel plete mord set of blueltne az.Md pRnts which shall be pipe and fillings shall be the some as for solvent-weld presture main line pipe and fittings as set forth in section C. Electrical Supply: Chan-up shall be made as each porMen of we. p►ogrsttem. Refuse and oxer" dM shell be removed from the correeted dotty, showing every change from the original Drawings and Spoeifleations and the exact installed 2.018 of the Specifications. oft. all walks and paving shalt be bloomed or washed down, and any damage sustained on the work of others shag Wootton*, sizes, and kinds of equipment. Prints for this purpose may be obtained from the City of Rancho 1. EleeMcal connecflomt for any and all automatic cernfroners shell be mode N electrical pelmf(e) of connection as be repolred to its original condition. Cucamonga of cost. This sot of drowfngs shall be kept on the set* and shall be used only as a record set. D. Bross Pipe and Fittings: Indicated on the Drawings. 3.09 FINAL SiTE OBSERVATION PRIOR TO ACCEPTANCE 2. The Contractor shalt make neat and legible notations on the record drawing progress sh•oh dotty as "to work 1. Whore Indicated on the Drawings, use red Dross screwed pipe conforming to rederat Specification /WW-P-351. 2. Conneeffon* shall be mod* of tit approximate Tocation(t) shown on the Drawings. The Contractor Is proceeds, showing the work as aetuelty installed. For exontpl*, should o piece of equipment be Installed In a responsible for minor changes cause by actual site conditions. A. The Contractor shall operate each system In Its onff»ly for the City of Rancho Cucemronge at time of flnol location that does not match the plan, the Contractor must Indicate that equipment has been relocated to a graphic 2. Fittings shall be red brass conforming to Federal Specification /WW-P-460. 3.03 INSTALLATION observation. Any items deemed not acceptable by the City of Rancho Cucamonga shall be reworked to the manner so at to match the original symbols as Indicated in the IMgation legend. The relocated equipment and complete satisfaction of the City of Rancho Cucamonga. dimensions will then be transferred to the original record drawing plan at the proper fims. E. Copper Pipe and Fittings: A. Trenching: B. The Contractor *hail Chow evidence to the City of Rancho Cucamonga that the City hos reeelved all occessorfa, 3. Before the dote of the final obsrvafion, the Contractor shoti hansfw an Information from the "record drawing' 1. Pipe: Type K. hard tempered. 1. Dig trenches sholght and support pip• continuously, on bottom of trench. Lay pipe to an even graft. Tratefitng charts, record drawings, and equipment as required before final site observation can occur. prints to a septa mylar or similar rrylvr moMriai. Arrangements shall be made through the city for obtaining said excavation shall follow layout indicated on the Drowings and as noted. "Pic myfar or sirnlfvr mylar material. All work shall be In waterproof India Ink and applied N the mylor by a 2. Fittings: wrought copper, solder joint type. 3.10 SITE OBSERVATION SCHEDULE technical pen mod* expressly for use on mylor material. Such pen shall be similar to Mose manufactured by 2. Provide fora minimum of twenty-four (24) Inches cover for all Mrigation "rtes Ins/viled under pwing or Rapidogroph, Ku*ifel & Esser, or Faber Castell. The dimensions shall be made as to be cosie:,ht cosily readable even on 3 Joints shall b• soldered with sIMbrvTke}f?dtptsm ,XiWre,*4eedmlu , solidus bt 1125 hardteoping. A. The Contractor sh rli be rospo i Ibis for notifying the City of Rancho Cucamonga in advance for the fefiowing the final controller chart (see Section C). The original mylor "record drawing" plan shall be submitted to the City F, and Ilquldus dt F1145 observation meetings, according to the time indicated: of Rancho Cucamonga for approval prior to the completion of the controller chart. 3. Provide for a minimum of lw•rtly-four (24) inches cover for all prseavro soppy noes of rine (3) inches or F. GahVolves: larger In diameter. 1. Pre-Job Conitrsnco - 7 days 4. The Contractor shall dlmenslon from two (2) permanent points of »forence, such as build" cornon, sidewalk . 1. Bait Valves (tj4" and emotive) 4. Provide for o minimum of 091,199i (18) inches cover for all pntstrn supply lines of two and one hath (2j4") 2. Prsttu» puppy "no tnstvitatiort - 24 %cure edges, rood Inhersecftons, etc., the location of M• following Mems: inches or smaller e. Connection to oxteling water renes. e. Ban valves shall be a 125 Ib SWP bronze vetvs with throedsd ends mid shall be equipped with a sfetntess sNel 3. Lateral ane and sprinkler Installation - 24 hours b. Connection to existing electrical power. handle. 5. Provide for o minimum of twelve (12) Inches for ori nen-pressure lines. c. Gate volves. b. Ball varies shall be Mbeo T- 585-70-66 or approved equal. 4. Automatic controlter installation - 24 hours d. Routing of sprinkler pressure lines (dTmenston max. 100' along routing). c. All Ball valves shell be installed per detail. 6. Provide for minimum cover of eighteen (18) Inches for all control wiring. S. Control wire Installation - 24 hours e. Sprinkler control valves. 7. Refer to C Standard 120 "Trench Repair' when within streets su s to lratflc loads. I. Routing of control wiring and loovtions of all splice boxes. 2. Ratfiemt Wedge Gate Volvo (2" and larger) City P �! scopithl g. Qulek coupling valves. " 6. Pressure supply lime and lateral TIM Nsling - 4s hours h. Stub-oust for future connections. a. INtillent Wedge Gate valves shatI be epoxy coated and equipped wfM a 2 eperating nut. B. Backfllltng: 1. Other elated equipment c n Bions. by the Cly of Rancho Cueemengo. *' b. Resilient Wedge Cate valves shall be No. 403 RT-RW as supplied by Watts or approved equal. 7. Coverage test - 48 hours 5. On or before the dote of the final field observation, the Contractor shall deRra the correct and eampleNd c. All Resilient Wedge Gats valves shall be lnstolled per detail. 1. The trenches shall net b• baekffiled un1R all required tests e» performed. Too ncis shati be ""tuft beekflned septa to the City of Rancho Cucamonga. Delivery of Me soplos will not relieve the Contractor of the with the excavated materials approved for back-MlIng, con*1*flng of earth, loom, sandy clay, sand, or other S. Final observation - 7 dogs responsibility of fumishing required Information that may be omitted from the prints. 0. Quick Coupling Valves: approved materials, free from large clods of earth or stones. Backflil shalt be mechanically compacted in landscaped areas to a dry dentfty equal to adjacent undisturbed soli in planting areas. Backfill will conform to 9. When observations how been conducted after than the City of Rancho Cucamonga, show evidence M wr" C. Controller Charts: 1. Quick coupling valves shall have a brass, two-piece body dettgned for working pressure of 150 P.S.I. adjacent grades without dips, sunken areas, humps or other surface Irregularities, of when and by whom these observations were made. 1. As-bunts drawings shall be approved by the City of Rancho Cueemenge before controiler charts are prepared. 2. Qutak coupling valve shall be operable with a quick coupler key. Key Nze and typo shall be as shown on the 2. A fine granular maNrlol backfill will be Initially plot*d on on renes. No foreign natter larger Mon one-half %) C. No olio obeei vaflam wIll commence without "As-Buiti" record drawings. The contractor shah not *0 for o Drawings. Inch In size will be permitted In the initial backflll. aft* visit without "As-Bu"t" record drawings, without completing previously noted corrections, or without 2. Provide one controller chart far each controller sequence. preparing Me system for told visit. H. Backflow Prewe rtMon Units: 3. Flooding of trenches will be permitted only vett% opproral ef the City of Rancho Cucamonga. 3. The chart stroll show the area controlled by the outormatie eontroffer and shaft be the maximum size which the CONCRETE SPECIFICATIONS1. Backflow proven!" unit Shan he of size and type imdlcafsd en Ms irrigation drowfngs. Install backflow 1, lf soti*moth ocean end subsequent adjustments M pipe, valva, epAntrlor hoods, lawn, planting, or other controller door will allow. preventlon units In accordance with the Drowings. construction aro mocessary, the Contractor shall make all required adjustments without cost to the City. PART 1 GENERAL 4. The chart Is to be a redao*d drawing of the oetual Installed system. Howevoi in ft cos it the osnlrollor sequence Is not legible when the drawsng Is reduced, H shall be enlarged to a 0120 that will be readable when 2. Wye shafim at backflow prevention units shall have a bronzed *crewed bey with 60 meth mortal tenet and C. Trenching and Baekflti Undor Paving: 1.01 Dote,ptton reduced. shall be similar to Bailey #1000 or approved equal. 1. Ttwtehes located under areas where paving, espttatife aonerste, or concrete win be insfaMad, shah he bot:k/M1ed for eenc»te Inforrnetlon ref" to the 9/onderd Sp*Nfleettons for PubMe Works Conefructton (Green task: 5. The chart shall be a block fine or bluellne ozandrint and a different color shall be used N Indicate Me arse of 3. All pressure main line Wng between the point of connection and the backflow prwes onfer shall be installed as with sand (a layer four (4) inches below the pipe and six (5) Inchabove the pipe) and compacted In layers to 95 Edition per Me City of Rancho Cucamonga). Refer N Sections 4, 201, 303, and 400, at wail as any cher leAen! P crequired by local code. The Contractor shall verify with the local governing body as to material type and X compaction, using monual or mechanical tamping devices. Trenches for plptng shall be compacted to equal the related to the Inefallation, per and post Installation of concrete work, materials, labor, and cl*on-up. The Standard overage for wch station. Installation procedures prior to start of construction. Submit shop drawing for approval. compaction of the existing adjacent undisturbed Boll and shall be left in o firm unyielding condition. All trenches Spsaltic ons for ubtio Works Construction is available from: 6. When cornpNfed and approve, the chart shall be hermetically s•efed betweon two places of plastic, each piece shall be loft flush with the adjolning grade. The Contractor shalt tet in place, cap and pressure test all piping under being a minimum 20 mils. 1. Check Valves: paving prior to the paving work. Bf cul veganNd Awnw 7. These chats shall be completed and approved prior to the final field observation of the irrigation system. 1. Swing check voh99 2" and smaller shall be 200 pound W.O.G. bronto construction with replaceable 2. Generally, plping under existing walk: Is done by Joe", bating, or hydrounc driving but where any cutting or Los Angeles, CA 90034 composition, neoprene, or rubber disc and shall meet or exceed Federal Specification WW-V--51D, Class A. Type breaking of sidewalk* and/or concrete Is necessary, M shall be done and replaced by the Contractor as a part of the (310) 202-7775 D. Operation and Maintenance Mvmuals: IV. Contract cost. Permtstion to cut or break sidewalks and/or comerNe shall be obtained from the City of Rancho Cucamonga. No hydraulic driving will be p*rmItt•d under concrete paving. 1.02 Scope 1. Prepare and do"ver to the City of Rancho Cucamonga wtlhin ten calendar days prior to completion of 2. Anil-droln valves shelf be of hoary duty virgin PVC constuction with F.I.P. thread Inlet and outlet. I129nol construction, two hard-cover, three ring binders containing Me following Information: parts shall be stainless steel and neoprene. Antf-drotn valve shall be field adjustable against drowout from 5 to 40 3. Refer N City Standard 120 Trench Repair" when within City streets *usoeptible to traffic bods. Furnish and Install sot esnerst* work complete a Indicated an Me drmrtngs or e• epeeifled, tnolvdtng, but reef foot of head. Anti-droln valve shall be similar to the Valcon "ADV" or approved equal, limited to the following: a. Index shoot which oohs Contrae*or's name, oddest, and telephone number, and which Mots each invianed D. Assemblies: equipment and material Hem including nomr ss and add of manufacturers local represertkrttves. J. Control Wiring: A. Fumisfi and sof ori reinforcing steel, bolls, and amchen. b. Catalog and ports sheets on every material and equipment Mem installed under this Contract. 1. Routing of *such a annex nmol as Mm withated on 1st Drawings h diagrammatic.mefle. Ireton tines (and voAays o. Guarantee statement. 1. Except a noted otherwise, conn•cftons between the automatic oonfrotiere and Me electric central valva shall oesembltos) In such a manner as to conform with the details In the Drawings. B. Install all Items required by other h+ades which ore N be east trio concrete. d. Complete operating and maintenance Instructions on all major equipment. be made with direct burial copper wire AWG-U.F. 600 vont. Control wiring Installed In control wire condult within structure shall be made with AWG-TW solid copper wire. Pilot wires shall be a different color wire for 2. Install NO mut"ple areembll*t In plastic "net, Provide each ateembly with Ifs own outlet. C. Carter*% mow strips, footings for walls, fencing, posts, benches, eta., whom appficab! . 2. In addMom to the above mentioned maint*mence manuals, provide the City's mainhnane• Pereanmel with each automatic controller. Common wires shall be white with a different color stripe for each automatic Instructions for major equfpm*nt and show evidence In writing to the City of Rancho Cucamonga at the eonefuslen controller. Install in accordance with valve manufacturer's speelfleaftens and wire chart. In no case shall wire oft* 3. install all assemblies speeffhd heroin In accordance with respective detail. In ebssic* of detail drawings or 1.03 Protection of the project that this service has been rendered. be less than /14. Specifications pertaining to specific items required to complete work, perform such work to accordance with beef standard practice with prior approval of City of Rancho Cucamonga. All finished conerete work thatl be barricaded to pedestrian traffic for three (3) days. Barricade she" be placed E. Equipment to be Fumlehed: 2. Wiring shall occupy the same trench and shall be installed along Me tome route are pressure supply or lateral Imedletely after concrete finishing. Contractor shall furnish, place and remove all of his own barricades. renes wherever possible. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before In"Itri on. Insfa"atton and Contractor shall be responsible for any damage to new construction and replocement or repair of the work ehafl be 1. Supply as a part of Mh contract the following t00% solvent welding methods shall be as recommended by the pipe and fitting manufacturer, made without added cost to the City. 3. Whore more Mon one (1) win h placed in o trench, the wir}ng shalt be taped together at intervals of 1Mtsen (1S) a. Two (2) sots of epeelai toots recutred for Loon ng, dle rovemblIng and adjusting each type of sprfnkfer and foe. S. On PVC to mole) connections, 1st Contractor shall work the metal connections first. Teflon ripe or app owe 1.04 Clson-up valor su piled on til* project. equal, she" be used on all threaded PVC to PVC, and an all throoded PVC to metal )Dints. Ught wrench pressure b. Two 2 tour-toot calve keys for operation of gaN valves. 4 An expansion curl shall be provided wf hln Mrs (3) feet of each wire tortnoelton. Expansion curl shall be of h all that It required. Whore threaded PVC oonnectlone are required, use threaded PVC adapters into which the Upon completion of all concrete work and before that acceptance, the Contractor shell remaw oR look, surptue c. Two 2 keys for each automatic controller. sufflelent length at each splice conn*ctlon at •ash electric control valve, so that in case of rpatr, the valve bonnet ppipe may be solvent welded. materials, apparatus, debris, etc. from the *Ito and Me site shall be left In a clean, moot condition oeeeptable to the d. On* i quick couplar key and matching have swivel for awry five (5) w fraction thereof of each type of quick may be brought N Me surface without dlsconneeting the control wires. Control wires shalt be Laid loosely In E. Line Clearance: CHY• coupling valve Installed. trench without Nass or stretching wire conductors. 1. All renes shod have o minimum oleoramoe of six (6) Mahe from each ether end twelve (12) Melees from renes of 2. The above menttonedt meth shall Ci fumed Durr 1e the City o the *hewn n t to Me City of Rancho of the project. info» final 5. All spilea shall be mode with Scotch-Lok #3576 Cortneolor Seating Pocks, Ralnbfrd Snap-Tile wire other trades, with the exception of the control wire elowo(s) which shall be installed adjacent to pressure supply observation con occur, evidence that the City hos received maNrial moot be s �P can,eel or approved equal. Make only one splice with each connector sealing pack, line. Parallel lines shall not be Installed directly over on* another. Cucamonga. 6. Field spMea between the aulamatic oontroltsr and electric control valves will not be allowed without prior F. Automatic Centroilts Assembly, 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING approval of the City of Rancho Cuoamonga. Install as per mtvmufactrrror's Imfrtrcffens. Ren ate oonfraf ashes shag be aenneehd to cethroM•r M mrmoAaal A. Handnng of PVC pipe and fMMngs: The Co.!,.a!- Is cautioned to exercise care M handlIng, leading, K• Automatic Controller: sequence as shown on the Drawings. unloading, and otoring PVC pips and filings. All PVC pipe shall be transported In a vehicle which allows the h Vo When for Automatic Confronts longi% of pipe N iie flat so as not to subject it to under bending w a ooreentra! external load at any potent. Any 1. Automatic oontrofler(*) shalt be of size and tYP* *hewn on the Drawings. 0. High he9a 9 section of pipe that has been dented or damaged will be discarded, and if Installed, shall be replaced with new piping. 2. Final location of automatic oontroller(e) shall be approved by M* Cly of Rancho Cuoorrrongv. ,. 120 rott peeve oormoeMon h Me automatic controller *ban be DESCRIPTION OF REVISION `"'Y provided by the Contractor. BATE APPROVED 1.05 SUBSTITUTIONS 3. Unto" otherwise noted on Me Drawings, the 120 volt electrical power h each automatic oontrolhr beeNon las lo be furnished by others. The final electrical hook-up shall be the responstbl"ty of the Contractor. 2. All electrical work shalt conform to laced codes, of dhaneos, and unlon auliho iMa having jurisdiction. A. lf the and Specifications, wish" ,o evbay do to y pi so!providing or maNr,�a for ft equipment to �City of ts ltsted an the CITY OF RCUCAMONGA Drowings and Specifications, he may do se by providing Me following Information to the Clty of Rancho L. Electric Confroi Valves: H. Remofe Control Valves: Cucamonga for approval: 1. All electric control naives shall be the some s,a and typo shown on the Drawings. 1. Install when shown on the Drawings. Where grouped b0ed+ts, allow of last twelve 12 Inches betwsern 1. Provide a statement indicating the reason for making the substtiuMon. Use v apmv% sheet of paper, for ash adjacent valve boxes. Install each remote control valve in o sarote valve box. Mem to be submitted. 2. Ail electric control vetoes shall have a manual flow adjustment. p 1. Fluof w spm: HERMOSA STR- -EETSCAPE 2. Provide descriptive eofatog ilteroture, performance cherfs and charts ehes for each Mom to be substituted. S. Provide and insfaFl one control wive box for each electric eertfrof voiv*. 1. After a oil new sprinkler pipe Ones and rivers are in plate and connected, all neeeesory dlvtsston worts has boom 3. Provide the amount of cost serFnpa if the eubstitut*d ttom h approved. M. Control Valve Boxes: completed, and prior to Instalfallon of sprtnkf•r heeds, the control valves shall be opened and full had of wafer used to flush out the system. 8. The City of Rancho Cucamonga shall haw the *oto respon*Ibiftty M accepting or rejecting any submittal item i. Use 10" x 10-3/4" round box for all gob valves. Corson Industries /910-128 with green bolt-down raver or as an approved equal to the equipment and materials listed on the Drowings and Specifications. approved •gaol• ExNns►on sleeve shall be PVC with minimum size of six (6} inches. s Sprinkler heads she" be Installed any sifts flushing of Mh e aysm hos been M n aeeempilshed *a . comp%% TRACT 16193 RANCHO CUCAMONGA satisfaction of the city of Rancho o C Cucamonga. 1.06 GUARANTEE 2. Use 9-1/2" x 16" x If" rectangular box for all electric central valves. Carton Induttries t 1419-128 with green both-down cover or approved equal. J. Sprinkler Herdt: IRRIGATION S P EC I F I CATION S A. The ms and se for Mo irrigation ffons shots he mode In oeaorll be led Me attached form. The General ance Condtilons and Supplementary Conditions of these Speciflcotions shall be fried with the City prior to acceptance 3. Use 6" diameter x 8-3/4" deep round plastic valve box for all quick coupling valves. Carson IndusMes # 606-12 1. Instati Me sprinkler heads as deslgnvhd on the Drawings. Sprinkler heeds N be Inslalled 1n this Werk oho" be FRA *n A Q4 _.__- ,-_ _--___,_ of iia Irrigation system. with green flex-lock cover or approved equal, equivalent In all respects to those itemized. T-l�r`R LT,J APPROVED BY: - DATE: L� B. A copy of the Guarantee form shall be included In the operations and molmtemonc• manual. 4. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves lnslatted within on-grade landscaped arae. 2. Spacing of bads *holt not exceed Me maximum Indicated on the Drawings. In no case shoo M* pacing exceed CITY ENGINEER �]� 24953 Conon Indu*Mos / 1419-120 with groom bolt-down cover or approved equal. the maximum recommended by the manufacturer. RCE NO. LA��SC�f DmGNEO / RECOMMENDED: �Q Fronk W. ��' y FRANK ti adm er � RADMACHER ep 10 -, DRAWN . Y�_- - o; SHEET ASSOCIATES INC. 10 � Landscape Architects 6 o _ 7 CHECK PHONZ (714) 83P-1774 FAX (714) Bfl2-415th ORAWINS - - 0 F C A I 1 F 0 14841 Yorba Btreet, Bulte 004 • Tustin, CA 986150 S' �' - - t 1 - L �. 8y R PROJECT SHEE7 NO. OF PLANTING SPECIFICATIONS PART 1 - GENERAL 1.01 Scope of Work: 3.02 Topsoil: PART_6 - WEED APATEMENT Contractor shall provide all materials, labor and equipment incidental to and necessary for completing all work, as A. Existing on-site soils listed as 'acceptable' under 'Site Grading' specification. 6.01 Scope of Work: Indicated on the drawings, as reasonably implied, or as delineated in the Specifications as follows. B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be sandy textured. Silt plus clay Provide all material, equipment, and labor necessary to perform all work as indicated on plans, as reasonably 1.02 Standards: content of this soil shall be no greater than 15% by weight. The boron content of this soil shall be no greater than Implied, and as delineated in the specifications. 1 part per million as measured on the saturation extract. The sodium absorption ratio (SAR) shall not exceed 3.0 All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the miliimohos per centimeter at 25 C. In order to ensure conformance, samples of the imported soil shall be 6.02 Quality Assurance: minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. submitted to an agronomic soils testing laboratory, approved by the project Landscape Architect for analysis prior A. The Applicator of all weed control materials shall be licensed by the State of California as a Pest Control to use. Result of testing to be delivered to City for approval. Soil test to include analysis and recommendations. Operator and a Pest Control Advisor in addition to any subcontractor licenses that are required. 1.03 Quality Assurance: 3.03 Soil Amendments: B. All materials and methods must conform to Federal, State, and Local Regulations. A. All Contractors performing Site Development work, must be licensed in accordance with the laws of the State of California. All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report furnished by the 6.03 Submittal: Contractor B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors and Material Prior to the installation of any weed control materials, the Landscape Contractor shall submit to the Landscape Suppliers expected to be employed during the course of construction. 3.04 Soil Preparation: 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 C. Contractor shall obtain and keep in force Public Liability and Property Damage insurance, during entire course All work on irrigation system shall be complete and inspected for recommended approval and, fine grading furnish the Landscape Contractor and Landscape Architect and City data to demonstrate the compatibility of the of the Construction Contract. The amount of insurance shall be determined by City. completed, prior to rototilling and prior to soil amendment work. weed control materials and methods with the intended planting and seed varieties present. D. Prior to start of site development work, the Contractor shall notify the Landscape Architect and City to give After rough grades have been established, prepare all lawn and planting areas by tilling or cross ripping to a depth 6.04 Responsibility and Coordination: starting and completion dates. Contractor shall also supply the Landscape Architect and City with the name and of 12". All rock and debris more than 2" in diameter shall be removed from the site, except for areas that are to be telephone number of the person In charge of the work. sodded, in which all rock and debris more than 1" in diameter shall be removed. 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. 1.04 Responsibilities and Coordination: Apply , spread, and rototll In all soil amendments as recommended to a depth of 6". Water area thoroughly after rototilling is complete. Incorporate evenly Into the top 4" to 6" the following for each 1,000 square feet of B. No material or methods shall affect the landscape planting or hydroseed germination. No material or method A. Permits: The Contractor shall obtain and pay for all permits and Inspections required by governing authorities planting area: shall render the job site unusable for more than 10 days from date of application. for the work to be performed. 4 cubic yards of nitrollzed Redwood or Fir shaving or equal. 6.05 Non-Selective Herbicides: B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the plans at the site 200 lbs. of Gro-Power or approved equal. prior to commencement of any work under this contract. The Contractor shall verify the location and depth of all The above soil conditloning are minimal qualities only and should be used only for bidding purpose, because toll Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the Pest Control underground utilities prior to start of work. conditions may change drastically from the time these specifications were developed to the time the actual soil Advisor) conditioning take place. Therefore, the Contractor shall obtain his own soils analysis at a rate of one per every C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all temporary utilities such as 25,000 square feet of planted area. These soil tests shall be conducted by an approved Agronomic soils testing 6.06 Selective Herbicides: water, electrical power and gas as required by him for the construction of the project. Temporary services shall be laboratory approved by the project Landscape Architect and City. Copies of the soil test to be provided during the coordinated with the City and other contractors on the job site. Pre-construction job conference. Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor) D. Survey, Reference Points, and Elevations: The Contractor is responsible for establishing all surveys, reference 3.05 Finish Grading: 6.07 Weed Eradication: points and elevations required by him, and shown on plans for proper execution of site construction. After rototilling operations are complete, grade areas to establish finish grades for planting. All flow lines shall be If in the opinion of the Pest Control Advisor, perennial grosses and weeds existing in the planting areas will E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required by him for the maintained and proper tolerances shall be met after settlement at the end of the project maintenance period. require control prior to removal, spray these areas per Pest Control Advisor's recommendations. construction of the project. All temporary traffic barriers and detours shall conform to all conditions required by the City or governing authorities. Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious materials from planting areas. 1.05 Defective and Unauthorized Work: 3.06 Coordination: Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1" - 2" below the surface of the All work which is determined by inspection to be defective in its construction or deficient in any of the Weed abatement work shall be coordinated with the Installation of the irrigation system rototilling and soil soil. Physically remove all weeds from the site. requirements of the plans and specifications, shall be remedied or removed, and replaced by the Contractor at his amendment work, and planting. (See Weed Abatement section). own expense in a manner acceptable to the Landscape Architect and City. PART 7 - LANDSCAPE MAINTENANCE PART 4 - TREES AND SHRUBS 1.06 Inspections: 7.01 Scope of Work: 4.01 Scope of Work: The Contractor shall arrange for inspections by notifying the Landscape Architect, City and governing authorities, Provide all materials, labor and equipment necessary for, or incidental to, performing all maintenance 24 hours prior to time of inspection, unless otherwise noted. Inspections shall be as listed below, but not Provide all material, equipment, and labor necessary to install all trees and shrubs as shown on plans, as requirements as reasonably implied or as delineated in the specifications including, but not limited to the necessarily in this order. Only the Inspection pertaining to the project scope of work will apply: reasonably implied and as delineated in the specifications. following: Rough Grading. 4.02 Products Maintain all plants and planted areas. Drain Lines and Catch Basins. A.Nomenclature Plant names indicated on the drawings conform the "Standard Plant Names" established by the Keep planted areas free of weeds and debris. Irrigations (main line pressure, coverage & system operations test). American Joint Committee on Horticulture. Except for names covered therein, the established custom of the Prune trees and shrubs. Soil Preparation and Finish Grading. nursery is followed. Fertilized all plants and planted areas. Plant Material (delivery do placement). Irrigation. Substantial Completion Inspection (at completion of landscape improvements) - 7 Days. B.Condition- Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from Insecticide spraying. Final Inspection (after maintenance period) - 7 days. 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 7.02 Fertilizers: The contractor shall arrange a Preconstruction job conference with the Landscape Architect and City a minimum topped. of seven (7) days prior to the beginning work. A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled Release C. Trees and shrubs shall be growing at a recognized nursery in accordance with good horticulture practices and Nitrogen, as designated herein, or approved substitute as required by the Agronomic soils report. Available from 1.07 Guaranties: shall be of the size and caliper normally associated with the container size specified on plans. Removal of all tags, Gro Power (909) 393-3744. labels, nursery stakes and ties from all plant material prohibited until the approval of the Landscape Architect or A. Plant Materials: All trees, shrubs, ground cover, bedding plants and lawn shall be guaranteed from date of final City. B. Ammonium Sulfate: Granular form containing not less than 21% nitrogen and 24% sulfur and shall be acceptance of landscape construction for periods as follows: registered as an agricultural miner, with the State Department of Agriculture in compliance with Article 2 D. All plant material delivered to the site showing signs of damage or disease or is insufficient in size to carry out "Fertilizer Materials," Section 1030 of the Agricultural Code. Trees 24" box do larger 1 year the intent of the planting plan will not accepted and will be replaced at Contractor's expense. Trees 15 gal. do smaller 1 year 7.03 General: Shrubs All sizes 120 days E.Slzgs of PlantsSholl be as stated on the Plan. Container stock (1-gallon, 5-gallon, and 15-gallon) shall have Ground Cover 120 days been grown In containers for at least one (1) year, but not over two (2) years. Maintenance shall start immediately after landscape irrigation and planting. Beddin Plant 120 days Lawn sod) 12.0 days F.SubstItutiona Substitutions for indicated plant material will be permitted provided the substitute materials are Maintain all plants and planted areas on a continuous basis as they are installed during the progress of the work, Lawn seed) 120 days from first mowing approved in advance by the City, and are made at no additional cost to the City. Except for authorized variations, and continue to maintain them until final acceptance of total project. Replace any dead or dying plants as directed all substitute plant materials shall conform to the requirements of these specifications. by the Landscape Architect and City representative. 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 G.Planta Not Aoeroved'lants not approved are to be removed from site Immediately and replaced with suitable A. Irrigation: Operate irrigation system on an established program to maintain all plants and planted areas in a cost and within 5 days from receiving written notice from the Landscape Architect or City. If dead material is not plants. The City reserves the right to reject entire lots of plants represented by defected samples. healthy condition. Irrigation system run-off shall be kept to a minimum. Damage to irrigation system resulting replaced and planted within the 5 day period, City may replace dead material with new material and charge the from maintenance and equipment and/or maintenance personnel, shall be restored to Its original condition at no Landscape Contractor for all expenses incurred. H. Stake all trees, as per details immediately after planting to prevent wind damage. 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. Construction Materials: The contractor shall guarantee all workmanship and materials for all site development, I. Plant trees that are to be located In lawn or ground cover areas after finish grades are first established and allow for a period of one year from date of final acceptance of project. at least 7 calendar days prior to installation of sold lawns or ground cover to provide for thorough watering of B. Weed Control: Keep ail planted areas free of weeds and debris by cultivating areas at Intervals not to exceed 1.08 Material and Labor Releases: trees. All planting holes shall be excavated as defined on appropriate details. 10 calendar days. The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program. Upon completion of the work, the Contractor shall present to the City, signed copies of all labor and materials 4.03 Soil Amendments: releases for all work performed under Site Development. C. Pest Control: Spray ail plants and planted areas at beginning of maintenance program and as may become Soil amendments shall be as recommended in the Agronomic soils report necessary thereafter by on approved method of pest control, to keep all plants and planted areas free of insects and 1.09 Disposal and Clean-up: disease. Method shall be reviewed by the City prior to any applications. Pest Control shall include Gopher control. 4.04 Trees Stakes: Remove all waste materials (including excavated material classified as unacceptable soil material), trash and debris generated or encountered during the course of landscape construction, and legally dispose of it. During the course Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further information.a D. Pruning: Prune all plants as designated and directed by Landscape Architect, of start of maintenance program of the work, remove surplus materials from the site and leave premises in a neat and clean condition. Clean up and and continue to prune plants as directed or as may become necessary until the end of the maintenance program. remove all remaining debris and surplus materials upon completion of work, leaving the premises neat and clean. PART 5 - GROUND COVER AND BEDDING PLANTS The site shall be cleaned upon the request of the inspector. Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as necessary to achieve and 5.01 Scope of Work: overall even appearance. Exterminate gophers and moles; repair damage. PART 2 - EXECUTION Provide all materials and equipment and perform all work necessary for and incidental to installing all ground PART 8 - ACCEPTANCE OF PROJECT 2.01 Protection: cover and bedding plants, as shown on plans, as reasonably implied, or delineated in the specifications. Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be allowed to dry out. 8.01 General: Bare root stock shall be separated and heeled-in, in most earth or other suitable material until planting. Balled and 5.02 Bedding Plants: burlopped plants shall have root ball covered with moist sawdust, wood chips or other suitable material until Upon completion of installation, a maintenance period of o minimum of 180 days for all landscaped areas is planting. Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, and of the species and required prior to final acceptance of the work by the City. The Commencement date for the maintenance period variety shown on plans. shall commence upon written approval for all phases of planting installation by the City Public Works Inspector. 2.02 Installation: Maintenance period shall be adequate to verify plant characteristics and establishment. 5.03 Ground Cover: Detailed layout of plants within the planting areas shall be performed by Contractor and approved by the A. Two inspections shall be made that affect the establishment period: The first after all plantings have been Landscape Architect and City prior to planting. Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be established and well completely Installed In order to approve the beginning of the establishment period, and the second at the end of the rooted in flats or similar containers. establishment period. If plantings are not acceptable at the end of the 180 day period, due to defective Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the following maintenance, then continue establishment until all work meets with the Specifications and can be approved. mixture: 5.04 Mulch: B. At termination of establishment period all plant material shall be live, healthy, undamaged, and free of Native, On-Site Soil with rock no greater than 3" in diameter Mulch: Shall be of compacted wood chip fiber. infestation. Inferior plantings shall be replaced and brought to a satisfactory condition before final acceptance of Gro Power Plus, 5-3-1 15 lbs/cy work will be made. All areas shall be neatly raked and free of weeds. Iron Sulfate 2 lbs/cy 5.05 Coordination: (To be used for bidding purposes only, verify with Agronomic Soils Test.) 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. After backfilling, construct a 3" earthen berm to form watering basin around each plant, to allow thorough DESCRIPTION OF REVISIONcm DAT water-in and establishment. B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to bedding plants and E ArrrtM ground cover planting. Prior to installation of turf and ground cover, remove water basins from around trees and shrubs. Berms in turf CITY OF RCUCAMONGA areas to be removed prior to City acceptance. 5.06 Installation: PART 3 - SOIL PREPARATION AND FINISH GRADING Plant ground cover and bedding plants in moist soil and space as Indicated on plans. u� 3.01 Scope of Work: Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. Soil moisture 1 RMOSA STREETSCAPE shall be such that soil does not crumble when removing plants from container. 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 Regrade planter areas after planting, to restore smooth finish grade and to Insure proper surface drainage. A 4" specifications. layer of mulch material shall be spread over the entire planter area after grade is established. Watering shall begin TRACT 10193 RANCHO CUCAMONGA immediately after mulching. (Grading shall accommodate the mulch) B. Furnishing, placement and grading, of topsoil for backf1111ng of planters if required. 5.07 Protection: �� �Z� PLANTING SPECIFICATIONS C. Cleaning and finish grading of planters areas and planting areas. ,04 ' 111 2 Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. APPROVED BY: Z2�f DATE: CITY ENGINEER ��fn RCE No. 24953 O �_ODSCApf DESJ BY: RECOMMENDED: an W. -r�y FRANK d cher 1110 r` RADMACHER DRA BY: ASSOCIATES, INC.00 sHEEr * t L Landscape Architects �-7 OF 7__ CHEC PHONE (714) M-1774 FAX (714) $32-6721 DRAWYNG No. F of, C A E _ 14841 Yorbe Stmet Suite 204 • Tustlz, CA azeao / I ' DATE 5 2$ 'DZ R.L.A. NO.__1110 ` S`T I L PROJECT SHEET NO. nc