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HomeMy WebLinkAbout1633-L DEVELOPER/OWNER LANDSCAPE ARCHITECTURAL PLANS Developer: Standard Pacific of Orange County 1565 West MacArthur Boulevard AGGAZZOTTI ROAD, COLONBERO ROAD, REGINA DRIVE Costa Mesa, CA. 92626 SAN SEVAINE ROAD AND WARDMAN BULLOCK ROAD. Tel: (714) 668-4300 ; Fax: (714) 641-5571 Project Manager: Mr. Mike White LANDSCAPE MAINTENANCE DISTRICT N0 . 7 VICINITY MAP GENERAL NOTES SHEET INDEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE T-1 TITLE SHEET 1 OF PT-1 TREE PLANTING PLAN 21 OF 39 LANDSCAPE ARCHITECT AND THE CITY. T-2 INDEX MAP 2 OF 39 PT-2 TREE PLANTING PLAN 22 OF 30 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. PT-3 TREE PLANTING PLAN 23 OF 30 PROJECT SITE 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD C-1 CONSTRUCTION PLAN 3 OF TR. 13564 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. C-2 CONSTRUCTION PLAN 4 OF 39 PT4 TREE PLANTING PLAN 24 OF 36 4• THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY C-3 CONSTRUCTION PLAN 5 OF 39 PT-5 TREE PLANTING PLAN 25 OF X TR. 13564---1!4DAMAGE INSURANCE AS REQUIRED BY LAW. Z x 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT C4 CONSTRUCTION PLAN 6 OF 39 PT-6 TREE PLANTING PLAN 26 OF 39 0 o Q i--TR. 1356 5 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. 3 m ct 6• AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL CONSTRUCTION PLAN T OF PT-1 TREE PLANTING PLAN 27 OF 30 w 24 TH STREET SUMMIT /AVENUE RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. CONSTRUCTION PLAN 8 OF 39 M PS-1 SHRUB PLANTING PLAN 28 OF 39 zX 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS UJ HAVE BEEN APPROVED BY THE CITY ENGINEER. C-7 CONSTRUCTION PLAN 9 OF PS-2 SHRUB PLANTING PLAN 29 OF 39 o SUMMIT P (CITY OF 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 C-8 CONSTRUCTION PLAN 10 OF 39 Z RANCHO CUCAMONGA) WIDE FLAT AREA AT THE TOE OF SLOPE. PS-3 SHRUB PLANTING PLM) 30 OF 39 3 CD-1 CONSTRUCTION DETAILS 11 OF 39 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT I-1 IRRIGATION PLAN 12 OF 39 FUTURE FOOTHILL FREEWAY ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL PS4 SHRUB PLANTING PLAN 31 OF 39 CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE 1-2 IRRIGATION PLAN 13 OF 39 HIGHLAND AVENUEw OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW PS-5 SHRUB PLANTING PLAN 32 OF 39 � = GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL 1-3 IRRIGATION PLAN 14 OF 39 �� z REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER �0 Q COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. PS-6 SHRUB PLANTING PLAN 33 OF 39 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. 14 IRRIGATION PLAN 15 OF 39 � PS-7 SHRUB PLANTMIG PLAN 34 OF 30 Li 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. 1-5 IRRIGATION PLAN 16 OF 39 PS-16 SHRUB PLANTING PIAN 35 OF 30 U 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 1-6 IRRIGATION PLAN 17 OF 39 S-1 CONSTRUCTION SPECIFICATIONS 36 OF 39 BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS 1_7 IRRIGATION PLAN 18 OF 39 S-2 IRRIGATION SPECIFICATIONS 37 OF 39 4 BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS 10 IRRIGATION PO t 3. LAN 19 F 39 S-3 IRRIGATION SPECIFICATIONS 38 OF 39 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, ID-1 IRRIGATION DETAILS 20 OF 39 S4 PLANTING SPECIFICATIONS 39 OF 39 PRIOR TO FINAL CONSTRUCTION. MAINTENANCE RESPONSIBILITY MAP 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: CONSULTANTS s PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. s PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. • ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. s ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. s PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. LANDSCAPE ARCHITECT: CIVIL ENGINEER: • MDS Consulting Robert Goto and Associates 9 2090 Calle Cordillera, Suite 101. 17320 Redhill Ave.#350 San Clemente. CA. 92673 Irvine, CA. 92614 REFER TO SHEET T-2. Phone: (714)366-9458 Phone: (714)251-8821 Fax: (714)366-2884 Fax: (714)251-0516 LANDSCAPE QUANTITIES CUCA1�l O O G Desaiption: Quantity: Unit Percentage of Total: CITY Total landscape Area- 133,585 Sf. 100% DESCRIPTION OF REVISION DATE APPROVED: Taal Planting Area- 93,223 IIS. 69.80% �, 1� CITY OF RANCHO C U CAM 0 N GA Total Rodcwortc• 40,362 sf. 30.20% O l � _ TRACT 13564 V LANDSCAPE CONSTRUCTION DRAWINGS IV 2L DIAL TOLL FREE APPCITYRENGINEER VED CE:' 4953 AT LEAST TWO DAYS 1-800-422-4133 ' lQ � DESIGN PLAN PREPARED 8Y RECOMMENDED bert BEFORE YOU DIG 'r �' 10M RoGoto&Associates • 1020 Calle Cordillera, Ste. 101 UNDEPAROUND SERVKX ALERT of 30UTHEM CALIFORNIA * i .Dow DRAWN San Clemente, CA.92613 SHE e- x(/949)366-945/8 t 1 of 39 CHECKED /EKE r VOTb R.L.A. No: 4.3 DRAWING NO. DATE 540T9. /� FILE NO W� 1633—L 20 JUL 98 REV. 2 SEF' 19" Aggazzotti Road Colenbero Road REFER TO SHEETS: REFER TO SHEETS: REFER TO SHEETS: C-7 s C-6 " C4 1-7 I-6 I-4 PT-7 PT-6 PT4 ij PS-7 PS-6 PS4 Wardman Bullock Road � P Is C w I I r i37 I , ,"Dy,w Z In I I 1® cr I T—' ® Colonbero Road P R T REFER TO SHEETS: • I ® 4H I�DIN AN , � z / / // 11, • v LJ 4W 21 PT-5 +1 PS-5 00 ® 1 1 Rt V Y-!EE 1 I ' 3 is / I ® / _ I PLANS / ® 12 P (Wto It 12 1. lie 00, I q ---- ---- 13 t ® 3 11 u / \ 4 — avENu[ /\ aim i\• �'! / \ \ r \ 1 I I MAINTENANCE RESPONSIBILITIES: N•.• ® (30{ 1 ® 11 Z I i 9S 7 � 1 21 20 ft �. 1 I1 ' / 0 go �'\ ® ® ,.1 - ® ® © PRIVATELY MAINTAINED AREAS. Q ® ®24 I REFER TO SHEETS: _ 3 1 ® — g P © L.M.D.MAINTAINED AREAS. o ® , G�RRETT AKNVE ; Q ' / C-3 37 1-3 21 PT-3 ® 1.1 PS-3W _-- , ® A s. 1 31 I 1 32 33 I 17120 Aggazzotti Road 31 23 P 12 24 i 1 r ® 1 I ' ® ® 2' f 33 ,2 0 ® 1 Q 'I W r I W ® 32 l ' 1 ® I I W ` ® '0 4W 2413 ' 24 1 2623 22 21 \ \ \ 27 W I AVENUE ly/ E / / P z SEV V4^IE Rr - +{ Q RINE - n U OtIt. WA SH � REFER TO SHEETS: 0 OF G►1.� C-8 z 1-8 C S SEVAINE WASH N X PS-8 W -- -- — --- -- P CAY 0 DESCRIPTION OF REVISION: Dow: Mvr'�: as N Southem Califomian �- Edison Easement CITY OF RANCHO CUCAMONGA 0 San Sevaine Road TRACT 13564 01 REFER TO SHEETS: REFER TO SHEETS: MAINTENANCE RESPONSIBILITY AND C-1 c-2 SHEET INDEX PLAN I-1 1-2 PT-1 PT-2 Appmod by Dere: ! f CIO PS-1 PS-2 CKy Er~. R.C.E. 0 Demo: ROBERT GOTO&ASSOCIATES R ,o.a. San Sevaine Road San Sevaine Road Pm LANDSCAPE ARCHITECTURE Lan, 1 w Drawn: Celle Cordillera, Ste. 101 sem:LU - 2 NORTH San Clemente, 92673 Tel: (714) 366-9458 � °d' Fax: (714) 366-2884ND' cn 1633 U 12/01/97 REV: 2 SEP 1998 Sheet 2 of 39 rw opr sc-oPE S 1 F S I CH LIN I t-73 E=3 y, MO. 1INT OF AL FA Y fp LIMIT OF WORK ' 11�-� IM log IM II (t r 11 1 i N �- u,, , / 1•� .� imi 1� 1 1 I IN>• IN� I � rJ ,'. y-o 71 OILv. P ��O O 4-v I I-O 1 fit. /; SAN 41 - ---- -- - SEVAI N . -_ - -2 --+--- 42 -- 43 44 45 4 -' - 47 ' N - T � � T T t T -- -- T-- T >r J ' 1 - o a o 001- 0 9 0- o so- o o 0o-O sp- T r. .._.. (- r. i __.._..._ o - o ---- - > d...� a r; ry 1 N 1 N TYR 1 1 a 1 T`IMt 1 1 1 I I �kj 19 -o y-c� ISN v too 1_ D� , 14-6 ■ 034, RA f"A rX U __ _ I I I II� I � I � �, ■ c\\-' ` �- ------- ' \ LIMIT OF WORK _ - •--- E:- ;K i ... I- . f-� i:; F C� '000, ■ ■ • Construction Legend SYMBOL DESCRIPTION CITY STANDARD DETAIL LIMITS OF LMD RK STANDARD DETAIL SHEET CD-1 CONCRETE HEADER 1 \ I I F FLAT ROCK WORK FOR PARKWAY STANDARD DETAIL SHEET CRA-CASE I I AREAS AND ROCK AREAS WITHIN QJ 3' OF BACK OF SIDEWALKS. f) ............ ROCK WORK FOR SLOPE AREAS STANDARD DETAIL SHEET CD-1-CASE Z -- LIMIT OF WORK ■ I I N>• I N>• , 1 NNS NNSI i I Mimi 9 1 (__, ■ S A NV11 I N E ROAD ---........ 47 - 48 - -- - - -- --- -- ~�._:::.::.._---- - - -49 - - -- 50 / 51 _ ol- o ao�-o -- -- ----- ' -- } I A I f 11cc 03 40 Lao• o ago- so-o as o -' — _ ._._. 90�-o -- - 2OL T-o..__. __. :2 - o ■ � N � Q ■ I M M I N III 11!oe !oN s_d N , _o 1 qL 1 W W o v nL I u I d l''�' �4R 1� r �0 1 0 12 o o a�o '1-u z ■ � J _ KEY MAP Q , C;uMMIAllY _ . . �FF,Af�AIE IL ■ INN. ! M I m I NN■ I NN. I M I M I � I NN. i NNN■ � � 1 NN. I mo ! NN. 1 NN. ! NN■ I NN. I NN. I NN■ � NN. I NN. � NN. I NN. I � 1 NN. I I• JIM I NN. I NN. I I NN. I M I NN. i NN. I NN. i NN. 1 M I M I M I MI M I NN. 1 NN. I NN. INN■ I MI M INN■ I NN. I DESCRIPTION OF REVISION: Deft ,ppm: T.. F. Ej . ;� . ` . � . �:� . ��-�' �:`--:;��� rt��_��f�i :� - ,' -^ '- �- -1 :' ;'^ � LIMIT OF WORK \ ■ I CITY OF RANCHO CUCAMONGA ■ TRACT: 13564 SAN S EVAI N E ROAD CONSTRUCTION PLAN NORTH Poproved r !� ` E Enpin..r� Doft M .. R.C.E W. , z4A53 R.00nm,.na.a: r� 0 10 20 40 80ROBERT GOTO drASSOCIATES _f LANDSCAPE A)tCHITBCTURB - DING 1020 Calls Cordillera, Sts. 101 8* C-1 San Clements, CA. 92673 Chedied Tel: (714) 306-9418 D�4�p lla Fax: (714) 366-2884 20 JUL 98 REV: 2 SEP 1998 SHEET 3 OF 39 r �a 6 n •r 1 '�� I 11 � ` � _,�� .J r✓-�w"�"r+-- I i t�/ ,C�"r"--- -_"--""--M 1 WORK i 1 ' ; i 1 \j•• /: `_`, , --ter + '\. LIM1 ria•���� a�� 1 a algal �------ ___--- � dp 11 ��'�,.•'�'' , � + - loot So ` • _ 10 � O -46 faua It-00 / � N r■ its • % ,,V l >"; ` _` ' 1 � �; � ,~ 4 11-0 �' L 1r � � RO P • IR A D `•J'� IPI r rAl 7-/Q) l'90FERTY MAWRK r sow tool , OF \jvO pill v 11-7t LIMIT 19>• `' i = l = i = lam ■ II • I C.) AN D ALA Construction Legend �----- Q• SYMBOL DESCRIPTION CITY STANDARD DETAIL Fi LIMITS OF LIVID WORK STANDARD DETAIL SHEET CD 1 CONCRETE HEADER FLAT ROCK WORK FOR PARKWAY STANDARD DETAIL SHEET CD-1 - CASE 1 AREAS AND ROCK AREAS WITHIN 3' OF BACK OF SIDEWALKS. r 1 ROCK WORK FOR SLOPE AREAS STANDARD DETAIL SHEET CD-1 - CASE 2 161.0 TT ! =0 r 1 -- --__----- -- ..._...... 1' 00 Ir is _ 1 ID 1 � 69FL No Z • Cw 171.0 c �' DESCRIPTION OF REVISION. DMK MPro'ved N ■ '. E - -- CITY OF RANCHO CUCAMONGA 1 KEY MAP ■� ■ ■ ■ ■ TRACT: 13564 TC LINE C •`� ` �'� � � - ���; REGINA DRIVE, SAN SEVAINE ROAD, AND EQUESTRIAN TRAIL N�R1H CONSTRUCTION PLAN ' CRY aqk� D1n: Raoonrne/ded: ROBERT GOTO*ASSOCIATES 0 10 20 40 80 pM y LANDSCAPE ARCHITECTURE Dawn: Sfwmt G 1020 Calls Cordillera, Ste. 101 C-Z San Clemente,, CA. 92673 Dhedled Tel: (714) 366-9456 n jul Ig No: Fax: (714) 366-2664 G lG33'L 20 JUL 98 REV: 2 SEP 1998 SHEET 4 OF 39 u --� LJ Qm :�F _ �E — WU F— W w z QQQ -jwo rrnn > wr�_ mom = V .l Q W U N ■ LIMIT OF W RK > W � IMIMIMINIMIMIMIMI I ■ I ■ I ■ I ■ I ■ I ■ i ■ I ■ i ■ t ■ I ■ I ■ I ■ I Lm t t ■ I ■ __ -- _ ___________________ _1 .��■, _ 1 11211:11z --__ 1F9—t-9L, LU — Q ■ - _ _ _ __ w r • '{ .. .R O t '- Y 0 r.- - h ..-A t,` tY .r.s ; • J �. 1 ' LO � _ - .4 ATF.'• '1R' � '^«. A" , =��,. __// __ _� V e , �� i ■_ --� x 'off 4 X . .. _fir. OL f 14 S ■ fit o MAP � - s-o IPA_ DOl- oN a 0 -0 -0 } ' 90l I_oM • � � AO-I C so-o �• l �.s'• I oll I � J �-o DK �, J c - -o ol_ of 9 . J� s� %6�•Z J t 0 lZ — I M I mo I M I i ■ t ■ I ■ til ■ I ■ t � . J� -- _ D 19s ■ ■ 4 c� Construction Legend SYMBOL DESCRIPTION CITY STANDARD DETAIL J 00,0. H LIMITS OF LIVID WORK STANDARD DETAIL SHEET D-1 �N (Y CONCRETE HEADER LO l ` FLAT ROCK WORK FOR PARKWAY STANDARD DETAIL SHEET CO-1 - CASE 1 • O O WITHIN 3' OF BACK OF SIDEWALKS. O $ ROCK WORK FOR SLOPE AREAS STANDARD DETAIL SHEET CQ-1 - CASE 2 O l L�-1- � FWORK W 2 O L r � — 1 r _w o �~ N 90 CIV 4 J DESCRIPTION OF REVISION: Daft AMwood N J I so N .o. '2 ..� w.. �. �� 190 ' r _o �_ `' 3 CITY OF RANCHO CUCAMONGA s� '-� �9 KEY MAP l J t s TRACT: 13564 91 _ oz �� ��• � 1r AGGAZZOTTI ROAD o - J CONSTRUCTION PLAN LIMIT WORK o v �19 0 . Appo ea e,, Deft ft Ap Z �► P_QL No: 1 � � �k t�oerorrMr� H rf ROBERT GOTO*ASSOCIATES ' 0 10 20 4o so P M ,tip -�d LANDSCAPE ARCHITECTURB M31 DramC 1020 Celle Cordillera, $te. 101 int C-3 awl Dwc < /mw _ Son Clements, CA. 12112 C? Al "• Tel: (714) 301-0460 d�pNa - Fax: (714) 306-2104 20 JUL 98 REV: 2 SEP 1996 SHEET 5 OF 39 TC P ' P �P 708. 78 �. TC `Z� FL (1711) 110 too r <0 , r CD LL- FUTURE WALUFENCE AT ; TOP OF SCOPE BY OWNER. ; r ; . - Construction Legend // , ; 1 / Li- SYMBOL DESCRIPTION CITY STANDARD DETAIL LIMIT OF K .' fit % _ _ _ _ _ • ; H LIMITS OF LIVID WORK .STANDARD DETAIL SHEET CD-1 / �0 � � � .r■■ I ISI I I I I I / CONCRETE HEADER • o , / -1 FLAT ROCK WORK FOR PARKWAY STANDARD DETAIL SHEET CD _- CASE 1 AREAS AND ROCK AREAS WITHIN 3' OF BACK OF SIDEWALKS. ROCK WORK FOR SLOPE AREAS STANDARD DETAIL SHEET C� CASE 2 pO :_r- --------------- . - - - - ------�'--------------------- ig cm D� 0 O� O °�°� � . 200VC '� �o i �� �=705.50 /�� �� n �� , �, .w 3 -�� Il. - ,o �- �. ,� z KEY MAP ' �ado�e �1 �° ���o -� D� ao D�►1 -fit- 011 �-`� �_ o N -op tet-0 1 1= 1687.. { -4c> t `'' o s : - O N Or DESCRIPTION OF REVISION: t3AK krona: N ------ ------------ -------- I •• ---- __---_-- CITY OF RANCHO CUCAMONGA LIMIT OF WORK F3VC TRACT: 13564 - KIN WARDMAN BULLOCK AND ` COLONBERO ROAD , ' C'VC CONSTRUCTION PLAN ' FAJTUR15 WALLMENCE AT � ' TOP OF SCOPE BY OWNER. �` �� AOPp+I+d by /'� �C l� ------- ��/ ► _ CRY 10 R.C.E.No: o 10 20 40 80 t M ROBERT.GOTO drASSOCIATES LANDSCAPE ARCHITECTURE Drawn. 8111wt �C 1020 Collo Cordillera, Ste. 101 Son Clemente, CA. 92673 Chodust Tei: (714) 366-945$ onewing"a Fox: (714) 366-2334 ( L L 20 JUL 98 REV: 2 SEP 1998 SHEET 6 OF 39 FUTURE WALUFENCE AT TOP OF SCOPE BY O R. - �J - c-,i• i , \ r / ( U I X / �l ` 1 •� � \, 40 `�� �tii � meow t 01 , iAD moo 8 CD I +i ' l'1� Fr `, .�;, ".i.r. s*rS � ►.".- rte' �i"� +t. rt i ;' , . ,� /. M. Z�-,(� __ - -- - f.4116 N mow woos loom moo ass 1 r� —... Fg � � a (� i G�%� `_ � r', � � /.� � � _� ���'� � �� f •'� r_ � � Trp-- O - � -lb",/Vol rj 0 00- 0 101 ON ML X1.0 h �' -<\:,-) ; -f,016, won \ 0 1 1'!► 10106. 17► �rdown _ _ --- ------ — - -- � _ I 6' - OR f �_. -- - al_L_------- 1 � 1 �� 1 � / � 1 � T-� � � 1 1 1 � 1 � 1 � t-it_! 1 � 1 � 1 � r, -_ FUTURE WALUFENCE AT TOP OF SCOPE BY OVNNER Construction Legend N\ �, SYMBOL DESCRIPTION CITY STANDARD DETAIL LIMITS OF LIVID WORK STANDARD DETAIL SHEET CD-1 CONCRETE HEADER FG FLAT ROCK WORK FOR PARKWAY STANDARD DETAIL SHEET CD-1 - CASE 1 AREAS AND ROCK AREAS WITHIN 3 OF BACK OF SIDEWALKS. , •. j 11 ROCK WORK FOR SLOPE ARE" STANDARD DETAIL SHEET CAS E 2 IT pF WO �• �, CN Iry 14 t fw Qla. \ Cw/ DESCRIPTION OF REVISION: 0116K APpOV41* N Moll OIF o 3 CITY OF RANCHO CUCAMONGA KEY MAP TRACT: 13564 v COLONBERO ROAD CONSTRUCTION PLAN FUTURE WALUFENCE AT My by ��� r: TOP OF SCOPE BY OWNER. �r0 �� 0 10 20 40 80p ROBERT GOTO*ASSOCIATES r LANDSCA?B ARCHITBCTU)RS * d;M010ft a , u 1020 Calls Cordillera, Sts. 101 C-5 Ban Clements, CA. $2678 Clydod Tel: (714) 366-6458 DwAfttrac d Fax: (714) 366-2884 -L -20 JUL 98 REV: 2 SEP 1998 SHEET 7 OF 39 l ' r L/ i I If If If �. grip FUTURE WALL/FENCE AT _� / ` TOP OF SCOPE BY OWNER. AD - 4f �., g �__ � .A:�. - � -• , LIMIT ;�- ;' - - -o f WORK I MEMO I an= sown maw emm wo n ---- ---------------'------'-- (.Y 6 4 �.J'� 0 c� •. a.1 N 1 , Y�j Oman now 2D-0 Now mom � a r v i= F Construction Legend SYMBOL DESCRIPTION CITY STANDARD DETAIL H LIMITS OF LIVID WORK STANDARD DETAIL SHEET CD-1 CONCRETE HEADER FLAT ROCK WORK FOR PARKWAY STANDARD DETAIL SHEET CD-1 - CASE 1 O AREAS AND ROCK AREAS WITHIN 3' OF BACK OF SIDEWALKS. OROCK WORK FOR SLOPE AREAS STANDARD DETAIL SHEET CO-1 - CASE 2 ' n rn 0 LO N m DESCW I ION OF REVISION: Debt A► co c �� N -- -�- - CITY OF RANCHO CUCAMONGA KEY MAP TRACT: 13564 AGGAZZOTTI ROAD CONSTRUCTION PLAN o •/' o..lpw R.00mnn,e.d: •: 0 10 20 40 80 ROBERT CAM drASSOGIATES -9if LANDSCAPE ARCHITECTURE VAMWW DOE * D►awn: t INt G 1020 Callo Cordillera, Sto. 101 C-6 San Clements, CA. 92673 •/ _,ati��' Tcke* ol: (714) 366-9456 C~ Fax: (714) 366-2864 20 JUL 98 REV: 2 SEP 1998 SHEET 8 OF 39 i I VYARDMAN BULLOCK ROA I h Sol- 11 sol N 0ot-a svL0' ar sorl 0 lot-o sot-otl ONO- o sol-- h aoLoM 11 r N -o �. ., c� �W I� �1°M J(� �-� _ �y �� c. �o ivy-o I N 1 q � � M L IT OF WORK �� ��, , �. `r,. 9 . �- 4 �' z 1 1 1 1 1 1 �1 i� 1 �� 1 1 1 1 �� 1 CC VA f^ r^ O - L y 1 1 ... PI► PA / r: - -. - �,, /' ����_ -♦ -t` i�-♦- -1-�• 1 1 + T------------------------------------- ��V --------------------- -� ``� ` J-- �a � LIMIT OF WORK ; -J +----------------------- i `�`. `\ \ I FC pi Construction Legend SYMBOL DESCRIPTION CITY STANDARD DETAIL _ H LIMITS OF LIVID WORK STANDARD DETAIL SHEET_JCR-� CONCRETE HEADER 0`11FLAT ROCK WORK FOR PARKWAY STANDARD DETAIL SHEET C01-1 - CASE 1. AREAS AND ROCK AREAS WITHIN 3' OF BACK OF / SIDEWALKS. ROCK WORK FOR SLOPE AREAS STANDARD DETAIL SHEET- - CASE 2 1 Sic- N t_ N �I o so- o M I 1 # o so o + v 0 TOW04- I - "-f 1 2 I_ o IT J > Ar I too JA WORK --------------------------- LIMIT OF , __---------- --- ,� 26 m DE!lCRIP'"11ON OF REVISION: ' i- -1->ti�/fr-t -f"1112_ _�_ �-x 1 f I /i cc E OeIR Aglrowd: �y - -- ��-1- -- ------------ ------ -- 1 �W � _�----' �' ale =- _ -- CITY OF RANCHO CUCAMONGA �► ------r---------- --- �, '----------------------------------------------------------- --------------- KKEY MAP TRACT: 13564 WARDMAN BULLOCK ROAD i CONSTRUCTION PLAN NORTH M ROBERT G(MO* TES 0 10 20 40 80 LANDSCAPI ARCHITICTUIRI 1020 Call# Corelllo; , $to. 181 C-T Son Clements, CA. 02073 CtMa1Mt Tel: (714) 310-9453 Doe lit Fox: (714) 310-28114 20 JUL 98 REV: 2 SEP 1996 SHEET 9'OF -39 40� ,� � I •• tt� F � left , LQItOF , oRK � tA ! -Q-pM 11111 01 Il-01V ' ' aft low , ,,,,,,I 0 2 S, o� 2�, O� �, I� . -1 Mrlr 1 a m I 1 �nullr oo 1 S y 2_/ j - 0 , 1 1 t�Il11R , tlAll■f SAN SFYN fi dw PIP 40 aft - y-°a I>T-01 ---� — 23_pN r ��pu , IZ! IIS n JIM I L 1 a—mm , LIMIT OF '�"'' ' ""� I •• Construction L WORK .� , ,.� I .lam I ow law Legend I >r =w I Itliiiiim I SYMBOL DESCRIPTION CITY STANDAW DETAIL LIMITS OF LMD WORK STANDARD DETAIL SHEET H T CONCRETE HEADER FLAT ROCK WORK FOR PARKWAY STANDARD DETAIL SHEET- QQ-1 - CASE 1 O AREAS AND ROCK AREAS WITHIN 3' OF BACK OF SIDEWALKS. OROCK WORK FOR SLOPE AREAS STANDARD DETAIL SHEET CD-1 - CASE 2 b U*) city � N DESCRIPTION OF REVISION: Dew �vw %V N Q k CITY OF RANCHO CUCAMONGA � 3 � KEY MAP TRACT: 13564 1 SAN SEVAINE ROAD RTH CONSTRUCTION PLAN N0 Appro%vd by D NOW » � 1 GO city '�� ZIP , o 10 zo 40 Rc pM ROBERT GOTO&ASSOCIAM j LANDSCAPE ARCHITECTURE DMML r— 1020 Call. Cordillera, Ste. 1d1 C-8 ��A! San Clements, CA. 92171 `� `! - Chedwl: Tel: (714) 36e-9451 DMOWNo: OF � � Fax: (714) 366-2114 J Tom'- 20 JUL 98 REV: 2 SEP 1998 I�T 110 Of 39 TRUNK NOTES: 1��RS (TYP.) N C� �� � Fur sloE LOP 1. REMOVE NURSERY STAKES THAN DIAM CAK SIDEWALK 2. STAKES TO BE PLUMB MID PARALLEL W E a �� �) (j �.� 4 4 3. STAKE TREE PERPENDICULAR v 4 4 TO PREVAILING WIND. � Tit �M S �J� � ..° 4 N » 3" MINIMUM CONCRETE BED v Q ^ 4 OF COMPACTED WOOD CHIP MULCH. UNDERNEATH COBBLESTONE v W E * v HARDSCAPING CONCRETE HEADER, CASE 2 (LOCATEBOULDEPERPLAN 3" MIN. SOIL DEPTH AT TOP TIE TO BE PLACED AS LOW v ( FINISH GRADE EDGE OF COBBLE �J NEW RUBBER HOSE OVER WIRE AALLLOW FOR WIND FLEXING OF TOTOP TREE. TOP OF 'W� BELOW HEAD CURB dt GUTTER, SIDEWALK, ETC.) S QQ`�� AT POINT OF CONNECTION. BUT NOT SO LOW AS TO LOSE SUPPORT OFTREEPERM TSE SPECIES GROWTH COBBlE5TONE GALV. STEEL CABLE SPACED OR ALLOW THE HEAD TO DROP. MAN TRUNK 12" — TOP TIE TO BE PLACED AS EQUALLY AROUND TREE - v� •, LOW AS POSSIBLE ON THE COVER WITH 3/4" DIA. X 3' * ' TRUNK TO ALLOW FOR WIND (2) SETS OF CINCH TIES •..•'. r '^� FLEXING OF THE TREE. BUT TOP OF STAKES BELOW TOP OF ROOTBALL TO CLASS 200 WHITE PVC PIPE. SPACED 24" APART ATTACH WITH - — CONCRETE BEE NOT SO LOW AS TO LOSE HEAD OF TREE WHERE EXTEND 2" ABOVE GALVANIZED SCREWS TO 3 SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. FINISH GRADE 'ARBOR GARD' OR EQUAL Nr 12* MAXIMUMLODGE POLES. CASE 3 --i 6'I-•—44•--i s' �--- THE HEAD TO DROP.—i i;; MAN TRUNK (2) SETS OF CINCH TIES SPACED 24" TURNBUCKLE (TYP.) TURF AREAS. 2" DIA. LODGE POLE PINE STAKES : Z : N 2. MORTARED STONE SWAM APART. ATTACH WITH GALVANIZEDTOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAN. M DEPTH SCREWS TO 8' LODGE POLES. TIGHTLY COMPACTED 3' BERM 2" ABOVE FINISH GRADE DRIVE A MIN. OF 6" INTO UN- _ — I I—) I I—III=III—I I (—III—III—I ( I :•' ,• 4• TURF TO FORM WATERING BASIN FOR DISTURBED SOIL AND POSITION _ 2' D41 LODGE POLE PINE STAKES RESIDENTIAL AND GROUND STAKES OUTSIDE ROOTBALL — I I—III III—I I (—III—III—III III—III=III=� _ ,.. .. ; WITH WOOD PRESERVATIVE STAN, COVER INSTALLATIONS. ORIGI1& GRADE -III-1 I I—III—III - - DRIVE A MINIMUM OF 6" INTO 3" BERM TIGHTLY COMPACTED COBBLESTONE 4" CONCRETE BED CONCRETE CURB UNDISTURBED SOIL AND POSITION 4 WOOD CHIP IN PLACE TO FORM WATERING BENEATH COBBLE W/#3 BAR COMPACTED STAKES OUTSIDE ROOT BULL. ULCH IN PLANTER. BASIN. LOCATED OUTSIDE OF SHOVEL CUT EDGE NATIVE SOIL 0 CURB et GUTTER FRONT YARDS. PLANT PIT. N 2' MIN. / 4' MAX. RAD. ARBOR GUARD IN TURF AREAS AND I I=� TOP OF ROOTBALL TO EXTEND 2" ABOVE FINISH GRADE. I=, I I II I I I I I A 4 4 TIGHTLY COMPACTED 3' BERM TO FORM NATIVE BACKFILL WITH = _ WATERING BASIN FOR RESIDENTIAL AND ROOT BALL NO ROCKS GREATER PLANTER GROUND COVER INSTALLATIONS. LOCATE THAN 3" DIAMETER III NOTES: OUTSIDE OF PLANT PIT. BERMS IN TURF ROOT —I I - AREA • d a dAREAS AANNCE. REMOVED PRKXt TO CrnNATIVE BACKFILL WITH — nPLANT MES � TWOIDTM � 07� I I I 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL 4 NO ROCKS GREATER THE ROOT BALL ' l�1 SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL.THAN 3' DIAMETER. - D�K� EARTH ANCHOR — —�� � — — — 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND JOIN AT RIGHTKANGLES (TYPO �E (68-DTS)TOTAL SYSTEM I 111= I I �J=ll �I i =I __j PUNT PIT To BE 2 OR EQUAL I=III=I INTO EDGES AT GROUND COVER AREAS. " 3' MIN. / 4' MAX. RAD. TIMES THE WIDTH of ROOT BALL 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 6 PCC MOW CURB PER CITY STD. 534 UNDISTURBED NATIVE soK.. _— I — I — I I( I I III—III-I TR'-`YT 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. NOTES: UNDISTURBED NATIVE SOIL _ 1. ROCK SIZES. UNLESS OTHERWISE SPECIFIED. SHALL BE: ROOT BALL NATIVE BACKFILL WITH NO -I I I —III—I I�I I BOULDERS: MAX.COBBLESTONES: MAX..A - MIN. 2'0' 1 _ 18' - MIN. e" WITH ONE FLAT SIDE ROCKS GREATER THAN 3' DIA I I-III.; -I I 2. BOULDERS SHALL HAVE 1/3 EMBEDMENT. COBBLES SMALL HAVE 2/3 EMBEDMENT 1. INSTALL GUYS HAND TAUT TO NOTES: 3. ALL SPACES BETWEEN STONES SHALL BE FILED WITH CLASS 'D' MORTAR. 1 PART CEMENT To 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO 'DRY-PARK" IS ALLOWED) PREVENT DEFORMATION OF LIMBS. 1. REMOVE NURSERY STAKES 4. A SAMPLE AREA. MMI. 40 SO. FT., SHALL BE APPROVED BY THE CITY INSPECTOR. PRIOR TO NATIVE SOIL UNDISTURBED 2. WIRE SHALL BE CLAMPED OR 2. STAKES TO BE PLUMB AND PARALLEL PROCEEDING WITH REMAINING ROCK WORK. CRIMPED NOT TWISTED. 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. S• FINAL RESTING POSITION OF ALL ROCKS M K APPROVED BY THE THE CITY INSPECTOR. TWICE ROOT BALL WIDTH TOP VIEW i e. ROCKD(CES BEON CK. ROUNDED AND FREE OF oamcnOWSLE DISFIGURATIONS AND 7. CONCRETE CLASS 520-0-2500. 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 DOUBLE STAKED TREE slap" TREE GUYING DETAIL DOUBLE STAKED TREE ON SLOPE � w lip MULCHINSTALLATION � � RIVER WASHED GRANITE s'' 5 GAL - 24" BOX 36" BOX OR LARGER �'� COBBLESTONES �*+ mi �Iw M.a�Ils �r■■e stal 1 1 " milt so in t\R ms FIs e■r1 stal t 1 " milt Nk on Mit M�FIs son=" stR1 t � t " mi so� K M w m N�e■rl � mi1R ire� M"Mtl■�r err�r■rl Sts s�1 1 1 *a' I r l NOTE: 1. ALL DETAILS ARE PER CITY OF RANCHO CUCAMONGA STANDARD PLANS. 2. DETAILS ARE NOT SCALE. ONE HALF OF SPACING CONCRETE HEADER — 1/2" RADIUS LIMIT OF PLANTER AREA REQUIREMENT EXPOSED EDGES AND FINISH PER PLAN 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE TIGHTLY COMPACTED 3" BERM TO FORM T SED CROSSINGS) DEPRESSED WATERING BASIN. 6" OR 8" f � � TOP OF ROOTBALL TO EXTEND 2" EE NOTE FINISH GRADE TOP OF ROOTBALL TO 4' WOOD CHIP MULCH. ORK*JALABOVE FINISH GRADE 1 TQ EXTEND 2" ABOVE GRADE �� NATIVE BACKFILL WITH NO ROCKSFINISH • ! j✓ GREATER THAN 3' DIAMETER. p•:4 w* v =1 _ 3" BERM TIGHTLY COMPACTED IN _ —I VIII=I —PLACE TO FORM WATERING BASIN. 11, ILII I 1 1=1 I 1=I I E RA-m_� 31} Orr - - 1- 3 RE—BAR CONTINUOUS ��� C�►��� I;,I��I�1=1I ISI III-VIII III II-III _ _ _ i� 11=1 I I I=1 I l i T I =I III <v�J I I I I—III—I R L I 1 (UNLESS OTHERWISE INSTRUCTED) -1 I III=1 �I I ROOT BALL I—I ROOT BALL III— E UA PLANT PIT TO BE (2) TIMES THE III I =__ =I I PLANT PIT TO BE (2) TNIES THE I I I I I III I III I I�I I I I-1 I� DEscRiPnoN of REvis�av: a.,,: Cwf WIDTH OF THE ROOT BALL WIDTH OF THE ROOT BALI 1=T-1 I I-(i I- I i-1 L^III- I I I — -III =1 I I—III=1 I I—I 11=1 I i—I 11=1 I I- -1 1=1 11=1_I M1 I I=1 11=1 I I-I 11=1 I I=1 -I I=1 l=1 �I I—I —III= 11=111— CITY OF RANCHO CUCAMONGA =III=III=IIT I I-III-I I DTE: _III—III—III—III—I I (—) I I I—I I (— NATIVE 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL ROCKS GREATER THAN HAN 3'� TRACT: 13564 BACKFILLSPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON DIAMETER. PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. UNDISTURBED NATIVE SOIL UNDISTURBED NATIVE SOI. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR SIMILAR SHUBS D GROUND COVER SHALL BEMITATIONSPLANTED,ATLONE—HALF THE DESIGNATED SPACING PLANTING and CONSTRUCTION DETAILS FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. NOTES: NOTES: NOTES: 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES JOINTS AT 20'-0" O.C. OF ROOT BALL. DO NOT CRACK ROOT BALL. OF ROOT BALL DO NOT CRACK ROOT BALL. OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE 2. 8" WIDE CONCRETE HEADER BETWEEN CITY—MAINTAINED TURF AND LEGEND ARE ESTIMATES ONLY. GROUND COVER AREAS AND BETWEEN CITY—MAINTAINED TURF AND , PRIVATELY—MAINTAINED AREAS. Appf vod by / (� i/ i Deb: 3. CONCRETE TO BE 520—C-2500 MIN. City Erlpkteer R.C.E. dill qM M ROBERT GOTO&ASSOCIATES ��� CITY OF RANCHO CUCAMONGA, CALIFORNIA CI'T'Y OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA LANDSCAPE ARCHITECTURE Drawn: shed: ow �� ' B " SHRUB AND GROUND COVER sw """'''y S " s•�wwAy G 1o20 Celle Cordillera, Ste. 101 CD-1 Sen Clemente, CA. 92873 CONTAINER PLANTING CONTAINER PLANTING ON SLOPE SPACING CONCRETE HEADER Com: T e I: (714) 366-9456 DIaWk NO: mi on OUT i / 1 milt In mm��� 9=1 t / i �l.L mill M"Won om !Ri 1 f 1if wo mi soon IWt�s sm�� oaf Il / 1 G Fax: (714) 366-2884 1633 -L DATE:20 AA.96 REV: 2 SEP 1998 SHEET 110E 39 �k I U ! I _ MAtCHLIk-j,, HE SHEET 1-3 4r it's . vp 2 �' !�► ► /r f r _ INSTALL ALL HEADS PERPENDICULAR TO SLOPE SURFACE. 1 C_7 1 JI MIT 7 T7_ LIMIT OF WORK 24 A2Z All At0 � �' 1 �M I VIII I � I � I � I � I m I � I (000 o 1liQD 11110 41 SAN�.F� ',. ill= SEVAI `N - — - — . --.... --sow"' ...... - ` ALL LATERALS, MAINSAND--WIRING IN a - -- - -- � --, ( ------- --- -- - ... _ - 45 -- -- --- ....._ .. 4 - _..........__ - -- - __— -- � - 47 ¢ } ._ 1670 A� �r,'i� load A* LIJ -- -- — .� -- - 4mmoil� A. .— .-- -- - -. — — -- . — RENEWED — .._ Z fir 4d7 TA I 4r Lf/ % a 1,6� *1 0 e% a Je), ■ \�- ■ - TF 1LIMIT OF WORK :==�- Ex r F . H . C' . F . C . �:� 1001 MEN ■ ■ CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING THIS DESIGN IS DIAGRAM TIC.ALL PIPING,VALVES ETC. SHOWN WITH A REPRESENTATIVE OF THE CITY AND CALSENSE. WITHIN PAVED AREAS ARF=FOR DESIGN CLARIFICATION ONLY AND CONTACT CITY MAINTENANCE DEPARTMENT FOR CITY REPRESENTATIVE SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AND CALSENSE AT AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEMS AND 2075 CORM NOGAL, SUITE P. ARCHITECTURAL FEATURES. CARLSBAD, CA. 92009 TEL (619) 435-0525. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON DRAWINGS AT THE SITE PRIOR TO START OF ANY WORK. ALL '1 U'"1 • " DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE CITY CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTI ,AND SHALL TAKE THE SOLE RESPONSIBILITY LIFOR THE IkEPA RTIES, PIPES AND STRUr yTURESOR REPLACEMENT FOR ANY- Q / DAMAGE TO SAID UTILITIES AT NO COST TO THE CITY. THE IRRIGATION SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING ______�_�------ _ _ Y PRESSURES AS SHOWN ON DRAWINGS.AT EACH POINT OF CONNECTION. � THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED.THE • ��- -- L _ - I�_ _-�-_� �.;` -------__ __ �_�_--___�-_ IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE PRESSURE ')• �, - -' -�--- AT THE SITE PRIOR TO START OF INSTALLATION.ANY CHANGES SHALL LA N D S��A P E M T. ..- I_ F:�E --�,�----------- ' / ` - z 4 y BE BROUGHT TO THE ATTENTION OF THE CITY. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ONTO-WALKS, STREETS, WALLS ETC. THIS SHALL INCLUDE THE SELECTION OF THE DEGREE OF ARC AND THE CHOICE OF PRESSURE COMPENSATING NOZZLE SCREENS TO FIT ALL EXISTING CONDITIONS WHEN LIMIT OF WORK. 181. 1 I .�, 8� 81• I i ! 1181• I VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES ETC. INTERFERE WITH THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION 111111110 •) j CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER ,� 0R HALF HEAD ON EACH SIDE OF THE OBSTRUCTION AS REQUIRED TO PROVIDE PROPER SI N E AN 47 � ,i•�,) ,o �- ROAD �� .��? h�', .�`, COVERAGE.ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST. 148 50 51 — - cn i I THE IRRIGATION SYSTEM iS BASED UPON MAXIMUM OF 3"OF WATER Q . Itoo '4 �'�, 1640 A'� . Lu PER WEEK FOR TURFAND 2" FOR SHRUB/GROUNDCOVER AREAS. W 0 ��; `' 35 0 SAN Z WATER TO BE APPLIED FOR A MAXIMUM OF 8 HOURS PER NIGHT FOR _ _ _ S 5 DAYS A WEEK. BETWEEN THE HOURS OF 9 PM TO 5 AM. ONLY ONE Z �� � VALVE PER CONTROLLER SHALL OPERATE AT THE SAME TIME. 4Ag ArV V ■ 41& y �f h �� �I r` rn � COMMUNITY TRAIT_.. (SFE SEPARAII COMMtJNI `( IRAN ! PLAN(S) o ■ L, N . ■ 1 � l � 1 � l � 1 � l � I � 1 � I � 1 � l � l � 1 � l � 1Mimi Ew1M1MIM1M1 � 1 � l � l � l � 1 1 � I � 1 I � 1M MI � I � 1 � l � lMI � lMIMI � l � 1m m IMIM1 � 1 DESCRIPTION OF REVISION: DoK APPO-ed o ■� T. L. B . c . F-. C . D . AccE.S)S R(__)a[_` } . � �-� i . ----__ _ LIMIT OF WORK I [ � .. I ■ � \_IRRIGATION 'E CITY OF RANCHO CUCAMONGA +T L 5 MAIRNFACT~ REr GPM PATTERN R ►3n R 00 0 a RAM . ,.+2SAAFP*S,pA ,r FOP UI .. .. .. ,. VAN NO ,o �. 17 TRACT: 13564 v 0 v O RMNSIIIO . +Ht-WkMS•,2 ,r POP Nr o.I o.E ,E :� f0 VAN ,ED "0 ,r 70 70+ `•� ��,� • v O RAINIIID S ,. M2-SAM•MW+E ,r POP 1I of +.S If 3.7 M VAN ,EO 700 ,Y 30 ,E.1 � \ -•err- + RAINWAD S 11:1124A +MAUbPCOW SUS[* 0.4 a 7 30 RD a RAR7MS w24AIM •R. CST45020 SUOLE* 01 STRIP EUPERgII, 310".0. MITER VALE.24 VOLT.ENERGK[TO CLOSE SAN S EVAI N E ROAD MWow . EFS•CI-PRS•S REMOTE CONTROL VALVE ' 33 DPW O=KCOURINGVALVE } IRRIGATION PLAN I WATT t 400.11T41W OATS VALVE.r 03 LAROER.LWE EKE IQ SV NICO I NINCO T4N&704B *Au VALVE.,•,/r OR SMALLER;LINE EKE. t; CALSENSE. ETI-OR WITH ANTI PORT CONTROLLER IN STRONG EOR Sa2N S1 ENCLOSURE ASSEMSLY N O R7 H D ® DATA INU• EEE OMWSM FLOW MITER AS PROVIDED BY CALSENSE.EKED PER FLOW 'v KM 0 KCVJ EERIE/ CHECI(VALVE.SPRING LOADED.LINE 0492 FWD F 05-YA REDUCED PRESSURE MCKFLOW►*[VENTER ApPMWd by ' FJ PUT P A SEE DRAWIWS CONSTANTFLOW PUMP w SOOSTER PUMP TECHNOLOG$ES(7001 947447 �y 'Rand Doft ' , ' , f �7 ,t HIGH SLOVOH WALL VATH MORTAR CAP. INSTALL KHNIO 60LIK" "T.LENGTH AS RglR 60VIRS0.f MON�i . * --"• PME No: 241Y53 5 , A.I CONTROLLER AND STATION,NUMBER � � I�n�� m ® VALVE out t FLOW o 10 20 40 130 �� k ROBERT GOTO&ASSOCIATES AF CAIS T E ® soIAREFooTAGEaRRNGAnoAwEA LANDSCAPE ARCHITECTURE v A1OW a,rrrn rr1/ PVC scHEoxc•o EPRIINL[R LATERAL cc PVC ac+,EouL[r ,RRIGATION MAIN, 3N'TO,•1/r SK[ WrOMW 1020 Calls C0fd i I I i, Ste. 101 I-1 ..... PVC 9CMI 3+f RRgATgN MAIN.r ANO b,lr Toby Mwbm- Cwm#jv1I T M „ », CCXP[* TY►e 'K' SERV,CE LINE - 3W Avw*b AdOW $a n Clements, C A. 92673 KEY MAP - - - .� SCHEDULED SLEEVE SEE IRRIGATION NOTES ON SHEET I-6. Tal: (714) 388-1451 � �"C4)49S-•'�G•� C tOy��'/1 Fax: (714) 388-2884 NOTE CONTRACTOR SMALL INSTALL PRESSURE COMPENSATING NOZZLE SCREENS IN ALL SPRINKLER HEADS TN(714)468-4183 Fax(714)�24312 (.� REOWRI NG ADJUSTMENTS OF RADIUS AT INTML INSTALLATION REFER TO MANUFACTURERS LITERATURE G 20 JUL 98 REV: 2 SEP 1998 SHEET 12 OF 39 • 16 6 4 • � ` - 1 I -` _--_ w----- 1 lINSTALE ALL LATERALS, MAINS AND WIRING LE THAT ARE UNDER SIDEWALKS AND ROCK ARFAS_ C) WWI 1111110�1 OF WOK — — .• + R , _------ , .• �- Now LIMI'f 8381 0 til t00 % 710i "a 11111111011111111M 11111110 M I'*w moo 5 y ■ �� 4'b�SV A 3 ` ,�� 5t (" (b c�, / r ��, `I► ' �„— ' ` Q too % ^40 O� S r ` , 1005 52 1 , A� ..� �' r '� "' • AD AEVA �$ o • IS I N .. --� R ; 41 PKOF&VY P)"#V 00 v OW W M+ rIjan FWOR _ + r , r + '"'' LIMIT 1 ■ I ■ 1 ■ I � + Io L_ V rJ)% I ,C AN D ALA IRRIGATION LEGEND ISYMBOLS MANUFACTURER ITEM GPM PATTERN R PSI P.R. b O O .r RAINSIRD 9 18124AM-PRS-IDLA Ir POP UP 0.4 0.8 0.8 1.8 90 VAN 180 380 10' 30 1.78 O b 0 O RAINSIRD • 1812SAM-PRS•12 12"POP UP 0.8 0.9 1.3 2.8 90 VAN 180_ 380 12' 30 2.01 V O RAINSIRD S 1812-SAM-PRS-15 it POP UP 0.9 1.3 1.8 3.7 90 VAN 180 380 15' 30 1.83 RAINSIRD 8 1812-3kAM-I6H-SUI-PCSW BUBBLER 0.4 180 Y 30 a RAINSIRD 8 1812.3AM-5CST-8-PCS020 BUBBLER 0.2 STRIP 1.1 S' 30 I i SUPERIOR t 3100-N.O. MASTER VALVE,24 VOLT,ENERGIZE TO CLOSE. RAINSIRD • EFS-;P-PRS43 REMOTE CONTROL VALVE 1 RAINSIRD S 33 DNP QUICKCOUPLING VALVE. WATT • 403-RT-RW GATE VALVE,r OR LARGER,LINE SIZE. 1 1 i NISCO • NIBCO T-585-70.88 BALL VALVE,1-1lr OR SMALLER;LINE SIZE. CALSENSE s ET-14A WITH ANT-1 PORT CONTROLLER IN STRONGBOX 8111-24M ENCLOSURE ASSEMBLY 1 I ® DATA INOU S SEE DRAWINGS FLOW METER AS PROVIDED BY CALSENSE,SIZED PER FLOW. ll y y` -fid- KBI 0 KCVS SERIES CHECKVALVE,SPRING LOADED,LINE SIZE2 FESCO S US-YA REDUCED PRESSURE BACKFLOW PREVENTER I PUMP • SEE DRAWINGS CONSTANTFLOW PUMP BY BOOSTER PUMP TECHNOLOGIES(790)947.8457 1 i r 18'HIGH SLOUGH WALL WITH MORTAR CAP. INSTALL BEHIND EQUIPMENT,LENGTH AS REQUIRED,8'MINLENONT. CONTROLLER AND STATION NUMBER / IQO 7 VALVE SIZE/GPM FLOW SQUARE FOOTAGE OF IRRIGATED AREA � PVC SCHEDULE40- �. �.-� PVC SCHEDULE 40 IRRIGATION MAIN, TO 1-1/r SIZE f I PVC CLASS 315 IRRIGATION MAN,r AND 2-vr L.L] ,1 •••«•••••• COPPER TYPE 'K• SEMITE LINE PVC SCHEDULE 40 ISLEEVE, NOTE: CONTRACTOR SHALL INSTALL PRESSURE COMPENSATING NOZZLE SCREENS IN ALL SPRINKLER HEADS 00 REQUIRING ADJUSTMENTS OF RADIUS AT INITIAL INSTALLATION.REFER TO MANUFACTURERS LITERATURE. /`\ ' --!-_--- •�� r� pis �- 3 I'. 2 0 � I� � ' � �a• r` o Sid A% �, �, � �> !��•:f', � CP'" � _ cw I _ �• Ih , N ' r___------ 5 DESMIPTION OF REVISION: PAVVied N 1 ' qt0 A I It J -M-� cC ,1 moi_ � C � _ CITY OF RANCHO CUCAMONGA . KEY MAP TRACT: 13564 ' TC LINE C 1 1 r REGINA DRIVE, SAN SEVAINE ROAD, rr N '� �, � '07 . AND EQUESTRIAN TRAIL IRRIGATION PLAN W DOW//1 D� r / r CRY Endnoor.. /!`�f. v Rc.E-No: c<) �C( Rrrwd Dd1 �� ? / l \• N1. "x1i fit. Door: RtMo N.Wded 0 10 20 40 80 ' LI< _FM� ROBERT GOTO*ASSOCIATES a4,,,f.,j LANDSCAPE ARCHITECTURE aown: 12 Toby Mortar»-krWim Cmautant 1020 Cillo Cordillera, Sto. 101 3MAwnidoAdobe TM Son Clements, CA. 92673 SEE IRRIGATION NOTES ON SHEET 1-6. Son Clow ,CA.On Ched,,d: Tel: (714) 366-0458 0MA"N: TN(714)495-483 Fall(714M4312 Fax: (714) 366-2884� 20 JUL 98 REV: 2 SEP 1998 SHEET 13 OF 39 JWU CO W STALL ALL LAT RALS MAINS AND WIRING IN SLEEVES [if cn z W Z Tgg00000g ~ THAT AR SIDEWALKS AND ROCK AREAS- QQQ --TWO > Wcl� 00 _ Q W U i 0.4 otf cn z ■ LIMIT OF WORK > < ( � i I ■ I ■ I ■ ( ■ I ■ � ■ � ■ I ■ I I ■ I ■ I ■ I ■ I ■ I ■ I ■ ■ ( ■ ( ■ ' ■ � ■ I ■ I i ■ - - � __ , r + � , v� SeE POINT OF CONNECTION DETAIL 1 ---� NJAL 9L WQ--- 194o AII& A13 2275 _ ■ 1 I __ _1_� W N (� I_u1 � ! O c � : J LISId Q Ol !(rte , --- -- ----- ` 4s ib ' AIS /A lqv - O -- A I i■ �9 Kin O! y A 4 l� l / - A --- ---- - -------- `��. J,� .�� PF low Io , 219 Al0 l�. J� t9 IQ �.�0 G 1 ov A2 L? /6\ p� 61 J 3 �o '�� S'o�, sus A I11P `9o. ► J ROAD 9 go � %6H ,6, � 112010815 J Z� 9�9 lain MINIL?� . ? • INSTALL ALL LATERALS, MAINS AND WIRING ■ UNDER SIDEWALKS AND ROCK AREAS IN SLEEVES. POINT OF CONNECTION TO BE A 1-1/2"METER� PROVIDED BY C.C.W,p. (MR. R. OAXACA 11/11/7)7) USE SCOTCMLOK CONNECTORS � HOL 1869 TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOR FLOW SENSORS i MASTER VALVE STATIC PRESSURE 102 PSI. FOLLOWED BY PRESSURE REGULATOR (IFREQWREO), FOLLOWED BY A BACKFLOW PREVENTION DEVICE, FOLLOWED BY A PUMP (IF REQUIRED) PEAK DEMAND 37 GPM. NOTE: LANDSCAPE CONTRACTOR TO OBTAIN THE CURRENT �. FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER VALVE. ALL � &J EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY IIh� I AUTOMATIC CONTROLLER 'A'TO BE A CALSENSE ET1-40-DR WITH CITY OF RANCHO CUCAMONGA CITY STANDARDS AND STANDARDS AND SPECIFICATIONS, MANUFACTURERS RECOMMENDATIONS }' ANTENNA PORT INSTALLED WITHIN A STRONGBOX(SB) 24 SS/120 VOLT CITY SPECIFICATIONS FOR PUBLIC WORKS. AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS } ' CONTROLLER I ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY 3 ( EPDXY- FILLED) ON TOP OF ENCLOSURE PER MANUFACTURERS SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE IRRIGATION LEGEND THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. INSTALL (1) ORANGE SPARE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE SYMBOL! MANUFACTURER ITEM am PATTERN R PSI P.R. R THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND POINT OF CONNECTION DETAIL METER TO BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE DEVELOPER. �� O O , RAINSIRD it 1812-SAM-PR8-IDEA 1r POP UP 0.1 0.6 o.s 1.8 80 90 VAN 180 3 10' 30 178 L, INSTALL BACKFLOW PREVENTION DEVICE PARALLEL WITH THE STREET. o b v O RAINSIRD s 1812-SMI-PRS-12 12,POP UP 0.6 0.9 1.3 2.6 80 VAN 180 380 IT 30 201 SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. * d v O RAINSIRD s 1812-SAM-PRS-15 1r POP up 0.9 1.3 1.8 3.7 [90 VAN 180' 360 15 30 183 BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONGBOX RAINSIRD s 1812-SAM-184-SLA-PC3O/0 BUBBLER 0.4 180 3'. 30 (SB) BBC-30-AL ALUMINUM ENCLOSURE. ■ RAINBIRD s 1812SAM-5CST4M2CSO20 BUBBLER 0.2 STRIP 1 15' 30 1 MAKE CONNECTION IMMEDIATELY DOWNSTREAM.OF THE NEW SUPERIOR s 3100-N.O. MASTER VALVE,24 VOLT,ENERGIZE TO CLOSE. CP DOMESTIC POTABLE WATER METER TO BE PROVIDED BY CCWD, RAINSIRD • EFS-CP4MS43 REMOTE CONTROL VALVE RAINBIRo s 33 DNP QUICKCOUPLING VALVE. COORDINATED AND PAID FOR•BY THE DEVELOPER. EXTEND NEW 04 WATT • 403-RT-RW GATE VALVE,r at LARGER•LINE SIZE. o. v 1 TYPE 'K' COPPER PIPE ( OR AS PER LOCAL CODE)AND JNSTALL 0 NISCO s NIBCO T-585-70-W BALL VALVE.1-1/r OR SMALLER,-LINE SIZE. A REDUCED PRESSURE BACKFLOW PREVENTER (TYPE AND SIZE PER PLAN) CALSENSE# ET-1-DR WITH ANT-1 PORT CONTROLLER IN STRONG BOX 38-24/W ENCLOSURE ASSEMBLY �+ c9 WITHIN AN ENCLQSURE. © DATA INDU s SEE DRAWINGS FLOW METER AS PROVIDED BY CALSENSE,SIZED PER FLOW. �/' • -1 KEN t KCVS SERIES CHECKVALVE SPRING LOADED LINES E , IZ 2 � ` �• e FEBCO >r 825-YA REDUCED PRESSURE BACKFLOW PREVENTER J �/ PUMP s SEE DRAWINGS CONSTANTFLOW PUMP BY BOOSTER PUMP TECHNOLOGIES(780)9476457 i 18'HIGH SLOUGH WALL WITH MORTAR CAP. INSTALL BEHIND EQUIPMENT,LENGTH AS REQUIRED,8'MINLENONT. 1co CONTROLLER AND STATION NUMBER VALVE SIZE/GPM FLOW SQUARE FOOTAGE OF IRRIGATED AREA KEYMAPWORK - +• PVC SCHEDULE 40 SPRINKLER LATERAL. O� 4 PVC SCHEDULE 40 IRRIGATION MAIN, 3/4'TO 1-1/r SIZE PVC CLASS 315 IRRIGATION MAIN.r AND 2-1/r LIMITCITY PRESSURE CALCULATIONS •.........• COPPER TYPE 'K' SERVICE LINE ME. �` • �--�'� WATERWM 1 / !as �A PVC SCHEDULE 40 SLEEVE 00p� ELEYA7 M " , NOTE: CONTRACTOR SHALL INSTALL PRESSURE COMPENSATING NOZZLE SCREENS IN ALL SPRINKLER HEADS WAM 1111111611161111�_�______��� •• r ` t,'' �� Richard L REQUIRING ADJUSTMENTS OF RADIUS AT INITIAL INSTALLATION.REFER TO MANUFACTURERS LITERATURE. Jn1 ` oNE-OF monumm Mr.NuwtR C.C.r.D. 04 - 9, __----- J 6 GATE OPNfO1M1AT1011` U _f *1 mango .,WOW- -_ M.O.L 1A[AN lLEVA7f011 _lg6q(R[Ou1RE0 i 81 PRE!lINIE lJllO• 0( �� �V 11lItR QY ELEVATION 0 /634 u0 J COMAOL VALVE s!= CW/A5 DESCRIPTION OF REVISION: Ddw Appmed: 0A4 ATIONOId (V .� '!'naNElTII�►o 9 lam--' t5Sul� - .�� CITY OF RANCHO CUCAMONGA MW �Y+ wATTtRWAT METEII TRACT: 13564 ilo ��. OATEVALVU •`' . + --'' LL+__—'''� art LMsmvALV1h Fiow Senior �y4 ■ __ _ �----- -;-T rRnL OW06W .LIft — ` AGGAZZOTTI ROAD umu LIMIT F WORK MMOTE ` VALVEA! EaLY Do IRRIGATION PLAN u�L� � LATERAL LINE LO" ��� f / • •• - , Da>k // / Z P1TTwo!loss(10%) x, yNOY L EMATM00ME(, 49 .iQasG� T I 1 / �r RC.E No: 0 10 20 40 SO TOTAL SYS=LOUM � 'J� ROBERT GOTO&ASSOCIATES PRESSU.NTOOPERATENEADI T M LANDSCAPE ARCHITECTURE �~ TOTAL PRESUM R90UNUM, -WI: M 1020 Calls CordIIIorE, Ste. 101 ahub I_3 LOwnT sunt PRZMMZ AVARA" leo Toby Mwt"-Iffig lon Consubn< Son Clements, C A. $2173 pit""Rtcuuno MIt!um pP REOu1 tsm 333 Avwft Adobe SEE IRRIGATION NOTES ON SHEET 1-6. RISMALwAMPPASS""M- SanCom,CA.I�M72Chockut F*1:: (714) 360-9458 306-27184 DIVA"°"M ctTv REOWttO RtsIpYAL WATER iREssullEs 1s•se P■ Tef(714)4W-4483 Fax(714)4924312' 20 JUL 98 REV: 2 SEP 1998 SHEET 14 OF 39 PRESSURE RB6ULATIN&./ FEATURES NON-SLAM CHECK VALVE —COVERS COMPLETE PUMP UNIT. IRRIGATION LEGEND PuMt* CONTROL 16 VICTAULIC GOUPLINGI EXCEPT PUMP PANEL , WHICH _•• IS SELF CONTAINED SYMBOLS MMINAFACTLw[R "am GPM PArr[RN R PSI f R. PAWEL / BUTTERFLY VALVE _= —16 GAUGE5MNL&SS STEEL : 1/!'• -ALL LEGS AND STRUCTURAL O O O .Or RApaw F w24M44"Ri+[LA ,r POPuP 0.4 0.6 0.6 If EO .VAN +SD 2S0 ,o 30 ,78 2'IAHOLE IRON — �I __ SUPPORTS ARE L i COMPANION FLANGE � —MOUNTING FEET ARE l�(,�'�� o /i o o RAINtIRD • +i+:-tAA►rat•u ,rroru► of o.[ +3 :P [o VAN ,Eo 3E0 12 30 20+ WtLDED TO dAfE / ` oAbYANIwS ANGLE S1�IACKETS o v o RA04MftAiNSM • u,r046.10 ,i ,r K91II 04 ISO 0.9 ,.E IS 3 7 to VAN ,[o EEo IT 30 30 193 • RAN@Rfo • s,2•iA1MCGTT.S•PO8020 OUStLER 02 STRIP ,Y!' 30 T FOR ATTACHMENT TO PUMP 1 GALV. WELD TEE SASE.� - � SUPERIOR 7,00+1.0. MASTER VALVE.24 VOLT.ENERGIZE 10 CLOSE / —SELF VENG TILATINWITHOUT RA,R+MRD [ 1=1,,, REMOTE CONTROL VALVE If \ PRIKSGURE &AU6ES(2) NEED FOR FANS. PAN46M [ 2110NP OUICRcouPLINGVALVE ►� WATT t 402-RT•RW GATE VALVE.r 03 LAROER.L•1E tat. HI-TEMP SW I TG H BYPASS LINE HINDO 0 New 74N0.0 BALL VALVE.I-vae r OR SMALLER.-LINE t NOTE a1 CALtENBE S ET•,•r»l W1TN ANT-,PORT CONTROLLER M1 STRONG tiOlc 8i24026 ENCLOSURE ASSEMBLY ' EIJT TLp�FLY VA L\/E �� r ® DATA INDV E SEE ORAWRDS FLOW METER AS PROVIDED 8V CALSENK.841.0 PER FLOW OVERALL SIZE OF SME SUSJECT /' \ -tf ISM • Rcv4 SERIES cMIECKVALVE.sPR•D LOADED.LINE 8492 FLOW SWITCH a it TO CHANGE DUE TO PIPING , ' ,••• ACCE + PAlyt ••� • •• REOulREMENTS OR use OF I 0 FESOO • 025-YA REOUGLo IM1ESaLRE tA."LOW PREVENTER �'' �'/• /,� � TJ PL•M► f SEE ORAwi+Gt CONSTANTfLOW PLMw tr POSTER PUMP TECHNOLOGIES(Tto)9474057 END SUCTION L • 11s SPECIAL VALVES. ,' '� � � r�Q tr HIGH tLOUGH WALL WITH MORTAR CAP INSTALL UNIND EGHIPMENT.LENOTH AS REOutno.f MW ICK. •� CONTROLLER IID STATION MUMMER \ �) '� VALVE tae I CPM FLOW CLOSE COUPLED COMPANION FLANGE � ,��,'/ � T�� �� �- �� ' WR!FOOTAGE Of IRRIGATED AREA PUMP 4 MOTOR -_ —-PIPE SUPPORTS SO � ••'� � r � • 1. _ ._ PVC SCHEDULE b IRRIGATION LATERALTO 3"ANGLE IRON — GALV. WELD TEE `�� �� PVC SCHEDULEb IRRIGATIONMAIN. Yt•o2-wr SIZE V '' % / ' %. `\ " ,•\� ........... PVC cuts�s IRRIGATION MAIN.r ANo 2.1?' COPPER TYPE W SERVICE LINE .WELDED 4 GALVANIZED WITH —GALV. VIGTAULIC COUPLING z� PVC SCNEDULEb SLEEVE -- - --....- —•. — \ 4 -9/IGeDU�L. HOLES — BUTTERFLY VALVE OPENING FOR INLET / OUTLET PIPING. O '' /- �� _ <� r'���'"� NOTE: CONTMCTOIISIIALLM/tTALLPRE88uRECOMPENSATMIGNO1ZLEtG11EENtINNAVRRMKLERNEA08 AND VENTILATION RELIEF. DETAIL SME-2 REOINMNG AD.IUSTMENTS OF RADIUS AT MUTUAL INSTALLATION REFER TO MA NIFACTURERS LITERATURE SO. CALIF. PUMP SALES E MFG. C .... SOUTHERN CALIFORNIA PUMP SALES AND MFC. CoNETANTFLO PREPIPED P.O. sox sags P.o. sour 9285PUMP � - "T � _,;. PUMP PAGK/�E 090 FTN VlV , CA. gaTag-gags �/ \ ',• GI�,. Fountain Yw/1ey, CA 927211.9283 � CITY PRESSURE CALCULATIONS WATER METER• 2 SIZE A ELVATION /194 (_�� STATIC rngim RE NIGN �_ IOW s— gouRos OF INVIVu nm `; �,' 0. I-; , FNa+ENwla C.C.r.u. '6 / AUTOMATIC CONTROLLER 'TO BE A CALSENSE ET1-SDR WITH ��� t,y � . ANTENNA PORT INSTALLED WITHIN A STRONGBOX(SB) 24 SS/120 VOLT DATE���� r `L �:; nv C� - - CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORTi! �/�•- - N.aL MEANnEVAroN I /BL4 RcaIIIEDNiTATlcFgcauReu► ( EPDXY- FILLED) ON TOP OF ENCLOSURE PER MANUFACTURERS / _ _._ SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE '"" ; ELEVATION H ; '/r !6 9a OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OFwATERu�a a�N THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. (1711) / /! / ' ; Kamm CONTROL VALVE INSTALL (1) ORANGE SPARE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE � ' ;' INSTALL BACKFLOW PREVENTION DEVICE PARALLEL WITH THE STREET. DESPOND i' O ! ELEVATxNIOf '/ / ►a1NiT HERO LSU, SCREEN UNIT WITH SHRUBS-WHENEVER POSSIBLE. asr i• � ►REssuREoLaV. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONGBOX (SB) BBC-30-AL ALUMINUM ENCLOSURE. NNI i /�' an IIS ias F.81 Loss ' ' / y' WATER MUM �.3. R F.gACKFLCw DEVICE �Q MAKE CONNECTION IMMEDIATELY DOWNSTREAM OF THE NEW GATE VALVES 1 7 ' ,'' �! .�� � ,r � DOMESTIC POTABLE WATER METER TO BE PROVIDED BY CCWD, /y2w wLsrallvAw��►Saner__ '` 1 r • COORDINATED AND PAID FOR 13YVane.REG.pAu�DY THE DEVELOPER. EXTEND NEW ,.i C'C� ;' ,'` TYPE 'K' COPPER PIPE (OR AS PER LOCAL CODE)AND INSTALL SO •/ " !lw LITE ewPAG� 3.3 A REDUCED PRESSURE BACKFLOW PREVENTER (TYPE AND SIZE PER PLAN) % '• ('IV*.• RE>roTEcolrrROLVAwtAalEwLv 2 � _ �/ �• � uTrnAL LSE Loss WITHIN AN ENCLOSURE. / \ / ' LATERAL LIN LOM C TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, uTIRu LINE / �; ^ 1~ % ' ` .• i_ Loa (-- ; � � � � FOLLOWED BY A PRESSURE REGULATOR OF REQUIRED), FOLLOWED BY A >� �L / '` % ELEVATION CNANGa(� BACKFLOW PREVENTION DEVICE, FOLLOWED BY A PUMP(IF REQUIRED) C) Q8 PJ.9,-- --- � ,� �• / , , ,� FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER VALVE. ALL w / EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY /:' ,j � TOTAL eve TPassav"ToOrt"MugAft STANDARDS AND SPECIFICATIONS, MANUFACTURERS RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS INSTALL ALC MEADS PERPENDICULAR r �' TOTALPRaswlE E DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY / '' �� TO SLOPF SU FACE. LowESTSTATICPRISSIR1eAVAa.AgLD ' SEE POINT OF CONNECTION DETAIL ' PUMP 6006T �7Q THE CONTR/ICTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE �'' / �,/��' - T' � �' CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP j % � �- �-►- � CITY REwma rAwwAL MASK PasslRau g„E,E,j FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND ' � ' ' LIMIT O F K - - r METER E BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY `� , THE DEVELOPER. v` I I I i I i 11 I I I INSTALL BACKFLOW PREVENTER PARALLEL WITH THE STREET. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE W TV I �� l r ..-- 3HPCONSTANT FLOW PUMP BY BOOSTER PUMP TECHNOLOGIES. 120 VOLT- 1 PHASE, 1750 RPM. (40 GPM®60 TDH.) INSTALL ALL LEEVES VMAINS AND WIRING IN 3A , �' MODEL NO. 406PSOP4- 3.0-CDEFGHI 'K. LATERALS, - — .. THA T ARE UNDER SIDEW 1_______ __ NOTE: 1 PUMP WILL NOT QUICK CYCLE. lk 1 '� " 2: REFER TO DETAILS ABOVE AND LEFT. IN USE aCOTCFILOK CONw&b t= FOR FLOW SENSORS i MASTEg VALVE :• AF 7 up V-0 dw FII IF jw V LS ----- • • d � 6tl�sr lE R , �K -701; y 200' vr 6 ¢ - , � i r t--+ �. ' per{. QIZ 1.111 � ' Z(', ��, -, -.: I8 5. g CONNECTION DETAIL �, _ POINT OF 1, c�� �_> ` ; _� ;'' el• �. ' c��iR-�.03� �� Ip tali P1 (6 '�C' etdfs / f n 'AL 1.0 FF r O N ,, �'� ) DESCRIPTION OF REVISION: og,K ,,,a N I P - -- ---- -- - -- - --- �� -- - C� CITY OF RANCHO CUCAMONGA -- ::,::,, t --i � l � l 1 6th 1 � _1__ -�-1•- i-�I t� � 1 16� 1 � 1 I � I � i •. OG,/\\ -- --- -- -- -- --------- O1 F3 III r-- MIT OF W RK _____— — TRACT: 13564 _.�--- INFO _ �, Svc_, ' ...- -- r w ---- ._Al M,. , ------ ' qo �� --- PHI WARDMAN BULLOCK AND - �a — ---"'f _-- IIs ----------------- ----- ., i -v� ,�._ v'►� E COLONBERO ROAD • � pro ,- ,�� ____--- ,--."" 1 ; • CvC, ° ! �, , � IRRIGATION PLAN IF s A/tM.r.+fy / 1 r Da1Does: CRY�»R I ✓ ILC4 L No. D• ROBERT.GOTO*ASSOCIATES A.00w.R.11a.� E0 10 20 40 80 A wZywo CA�� TMi LANDSCAPE AECHITECT1:JtB ' � POINT OF CONNECTION TO BE A 1-1/2'METEDRtwle R , �Iggt PROVIDED BY C.C.W.D. (MR. R. OAXACA 11/11/07) T 1020 Cello CordIllora, Ste. 101 1-4 KEY MAP HGL 1869 TGA Adobe �OA�'e'�'� 1 M STIR Clemente, CA. 92673 STATIC PRESSURE 76 PSI �Am"Adobe Tel: (714) 366-945$ PEAK DEMAND 40 GPM SEE IRRIGATION NOTES ON SHEET 1-6. Sim + F x,12 Fax: (714) 366-2614 °ice „33_L 20 JUL 98 REV: 2 SEP 1998 SHEET 15 OF 31� k INSTALL ALL HEADS PERPENDICULAR TO SLOPE SURFACE. � �./ KNI \ i renew Show, 1 alum • M AD / � / i , r., / � .•.r• •!''fit � . � ._ _ -_ OIr L1MI z z - ----- _—_ — —� l shows f�,' , _ / - so CD 97 / - I 1 �'•1 6100 i 10 / --... r v Its \t /f4 / /r �A f xj 1 goo 1 a / ��• �� ' �` � ', woo f ' 05 ' 1 —�; EI11M i �� 1 >*� 1 1 anew 1 +i '}s , 187Iwo- 5 V / ► 87 , 0ioA - �c`__ /00 '.c N � 'v /84 Z/ov 760' _ 00 / g2 O % �° 9140( /r \ OLO X Q IN'oo� Y 11111111 ,11 SOON,, 11W ff 1e, 11v aW �/ go"Progrog groom an 1 masa�— —_ �� 1.. � �• aroma,am-goo wommoom 00 • Y X11. � �i � � .� 7•- _ � --_ 1 \ 'Ir• f-fir }�_ 1 / �� 1 MMB 1 �.1wo W-1 uses, 1 whom, 1 Shown-T-_ 1 1 anew 1 1 1 1 Shows; 1 Shown ------ INTOF-WOR H V 979 to - t33t I LATERALS,TALL ALL UNDER MAINS AND WIRING IN SLEEVES ,THAT ARE M Ida ! ,� 1 '\ \ � .. C•� IRRIGATION LEGEND `\ \�\ SYMMS MAMNACTUMR MIN OM1 .ftTT[M1 R FSI ►.R 0 0 0 .a X"14100 • 10124AhW4WM^ ,r For u► o.� o.• Flop t . • e •e a•o +v so t o82 ; up ,o• ,1vAN „V O MOMR0 11SA•►R ,! r►DF0f o; 6 1 : VAR M w S 0 163 >• .` �1�/,1 -'•�...-•-�- , 1 �� - - ^” t (`, • RAAII"NWNIRIOD •• t•,t4 -1044AISW SN• ER . 1!o J ]01 OZ STR115 30W241A 4C•T44C•0W W MIN `", _ /VMIOR• 3IM".0. ""TIP VALVE.71 VOLT.[HEROIC[To CLOW`T _ " •fJ` _ '' •- RtNE11O I AEF•V•►IN•• REMOTE CONTROL VALVE MRIMID1 33 OM OIRCROOIIUNo VALVE. _ ___- _. . • .-.rl _- .._ ....._. __.-_ --' t / Oy WATT • 4034"40W GATE VALVE,r 00 LAROERLMN MIS. 4` ... -_-...•:•• _ -..- _._ .;.�•-^=': -_-.-. \,� / "4100 • NISOO T4W70M BALL VALVE.,•t/r OR SMALLER:Lod ERE _.......a ._..__'__ -' / '�`� /�� � CALSENSE• ET•141R. NIITM ANT•,►ORT CONTROLLER IN STRONG•OX SS•JMS ENCLOSURE MSE•MRT OATA M0100 SEE 011AWMi1M FLOW METER AS PROVIDED EY CALSENSS.SREo►ER►LOW 1 - , }I FE • Aovs SERIES IWOUCVALVE.S►RI+G ACKFL .LINE VO4 W 413 V •%� ( .I � fMAr • SlEYORAWMIOS CONSTANTFLpNUM►•v•OOST ►1AMeEC►MIOLOOIES(fE0)M)1M7 _...__...'►... O RK ,r 1• '' /,.�_:•./, •1s �. •/.'`\.. l �•'/i /1 i�• �r �7 tr No"SLOUGH WALL WIT"MORTAR CM.MNTALL EE/IMID EOuvMSWT.LENGTH A.IIE01MREo.a MM/LMOA L'�'-T OF : ! it ti •,/ i �\J f�� 1 / \` / r C� / r t ►\' �t - r� t s 1 //,•' 1 / , l ��' / *`\ % 1• n �. +/ J CONTROLLER AND STATION M11N•ER /// ti •7 VALVE WErO►MFLOW FT rA woo•r s�,-�' J / 1 s 1 1 r 1 �'-~j t t f,��-1 r ` // t \`/ SOUARE FOOTAGE OF NM.OATED AREA YN Z. 1 i• I ` '� ( ' /•' /• ^- J (' PVC SCMEOULS•S SFRIRMLER LATERAL ' i 11 '; '', ''� = ' 1' /VC SCMEOULE» IRRIGATION MAST. SW TO,•,/r ERE ' `;•�`1(� ` / ` ) ,' `. 1�� j �:�' ?% ? / _ /_ ——— ►Ve CLAN 719 otagaA DN RIM+.r Am mor 'C ! / \ t -� "i t ', •••••••••• CO►►IR TV►Ev SERVICE LINE (� 1,'t PVC SCHOOL"M SLEEVE KIM CONTRACTOR SKALL INSTALL PRESSURE COMP11""7104 MOZZLE REINS IN ALL HEAOS E3 } L r ^ ) Z_ `_.•.}.1 /� l / ' - (\ J i t �� REQUOUNC ADAISTMENT Of RAAWS AT INTIK MNTALLATION REFER TO MAN1lFACTNRERS UTLMTURE I LJ C!, s f✓"I { �• 0 t C4 � Q mmI gommoo a lois .. Ott '� DESCRIPTION OF REVISION: t� A► N 1 _... . . IippoM.a whom v M __.• 1� loot "r - L __ ___.. CITY OF RANCHO CUCAMONGA 0) - , + — - cc TRACT 13564 KEY MAP COLONBERO ROAD ro . IRRIGATION PLAN o� Afpmved DIM 4' tsat•lt call61dlwr�.. t, / Rc'Mo RINGWOOD" o 0 20 4o so �' �! o••�M ROBERT GOTO*ASSOCIATES LANDSCA?I; ARCHITECTURE _■ DSK Sf�t Toby MSrtene-k�,f,� TM Son Celle s, C Cordillera, sty. got San Clements, CA. $2673 .SEE IRRIGATION NOTES ON SHEET 1-6. �CWm Adobe d lel: (714);;;4�, 3d;z;;; °�"� TWM4�4493 Faxes4}M43iZ' R j 20 JUL 98 REV: 2 SEP 1998 SHEET 16 OF 39 j O l A� ; / C� / �(� tCC man. / low e is INSTALLALL HEADS PERPENDICULAR TO SLOPE SURFACE.allow / j v • lot 8 allow OF All, follow maw mom RK WO , woman L _ ♦?" � OR ZO ---------------------------------- �G CLQ � , ♦ � �� � -- -- -_ 8 allow, allow . M �0, aQs r waft I t3t4 "` ` c.� I �S'�y 'a`L emu l / falloffINSTALL ALL � LATERALS, MAINS AND WIRING IN SLEEVE THAT ME UNDER SIDEWALKS AND M. IRRIGATION LEdENO iv OM$ MM"ACTLMLER rMN 0/M MrnRN R ►N I.R. 0 0 0 A" RAMIMM I 1012-SAM•PRO.10A $'Kv u/ 0.• 0.1 0.6 ,1 t0 VAN 10 3p W 20 1 71 Ro 0 0. o o RA1NM / 11124LAM•►Rf 12 I r Loi u1 0.s 0.1 13 21 10 VAN 110 29D ,r 20 201 • d v O RAMOMIIp / 11124WA6 1S it IOr III 0.1 13 1.4 • 7 7 +p VMI 110 210 it 20 1 u 6 RAINMIIO • 11124AW18*MA4C1W MIERER0• 110 7 20 RIM • RAI10 / 4124A01CST4W0000 SUI IER 02 STRIP I Is 20 SYMMM I 2100.1.0. MINTER VALVE,t•VOLT.9044M TO CLOSE RAMIEIRO REMOTE CONTROL VALVE RAUIMIq / b 0111 OUICKCOURNIO VALVE. we BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.) ►� WATT / NOW I-S LATE VALVE.r m Oft SMALLER, LIN Sy NNNb 1 MECO T•l1L70N EALl VALVL.1./?OR SMALLER,•LMIE$IiE CITY'S REPRESENTATIVE AND THE CONTRACTOR REGARDING • GENERAL INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO CALW NE./ ET-I44.WIT"MT-1 PORT CONTROLLER IN STRONG WX MWO ENaoOYRt As mky ® DATA WOW 1 SEE ORAWWOE FLOW METER AS MIOVIDEO OY CALSENSE.$EEO LER FLOW REQUIREMENTS OF THIS WORK. PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST .THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE '5 1u1 1 Revs sER1Es MOUC1AL,VE.SPRING LOAOEO.UNE VEN CONTRACTOR SHALL VERIFY ALL CONDnION3 AM DRAENSIONS SHOWN ON PLANS SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER a 14r NO 1 asrA RN*TI"IRE*fa SACKnow IREVE s m In IUM/ 1 SEE ORAW110S C010TANTFLOW PUMP w M20WTER IYMI TEcNNO►OOIES(no Sawa AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL: DISCREPANCIES COVERAGE. ALL ADJUSTMENT'S SHALL BE MADE AT NO ADDITIONAL COST TO THE r�1 1t NRR+SIo N STAWftON N MORTM G11. MpTAu Mb1N0 EOIRI11EM7,LENOTN AS RE01NREp.•MMI LMII •'' CONTROLLER NO STATION 01110994 SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. CITY. • vAVE am I OIM FLOW © MOM 100700E 01 www"E0 MEA THE CONTRACTOR SHALL FAMILIARIZE HIMSELF47MELF WITH ALL INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE(RCV)ON EACH BRANCH. Ive SCNEOUIE•S SIRSIKIER LATERAL. IVC SCNEOYI.t r MRK2ATK2N 00R1, SN'TO 1-Nr SIiE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY, FOR PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN IVC CLASS 216 NN GAT,oN MAIN.r NO 2.1? ANY'DAMAGE OF SAID UNDERGROUND FACILITIES. ENCLOSURE FOR IRRIGATION WIRING. eO�ER 179 �` 's"v"EIs" � �� ►VC SCh1E0UlE i SLEEVE NEW WATER ME'T'ER(SIZE PER PLAN),AS PROVIDED BY CC WD,IS REQUIRED AT ALL IRRIGATION SYSTEM IS BASED.UPON A MAXIMUM OF 3 INCHES OF WATER PER CONTRACTOR SKILL INSTALL IREMNME co1MENEATIIO NOE U Wft9ft N ALL SARMIKLER POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND WEEK (TURF) AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS) REa+NLS+O ?MENTSOIRAOMEATMITMIMNTAL1ATIp1.11EfERTOMAMYiAC7uREgLITEMTURe PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER CONTACT THE APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. PROCEDURES. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT 01 n TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE BY A PRESSURE REGULATOR (IF REQUIRED), FOLLOWED BY A BACKFLOW. IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE ulO PREV'ENTER DEVISE,FOLLOWED BY A PUMP(IF REQUIRED),FOLLOWED BY A FLOW WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANYcNr N METER, FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. CHANGES SHALL BE BROUGHT TO THE ATTTION ENOF THE CITY. DESCRIPTION OF RENISIONI: p,� App wnd: N INSTALL ALL EQUIPMENT PER CITY STANDARDS AND ..SPECIFICATIONS, m MANUFACTURES RECOMMENDATIONS AND LOCAL CODES.ACTUAL LOCATION OF AUTOMATIC CONTROLLER TO BE A CALSENSE ETI-,STATIONS)-DR(DIGITAL CITY OF RANCHO CUCAMONGA THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. RADIO) W/ANTENNA PORT INSTALLED WITHIN A STRONGBOX(SB)24SS/120 VOLT 0 CONTROLLER/ELECTRICAL,ENCLOSURE. MOUNT THE ANTENNA PORT (EPDXY- W .BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND (SB)SBBC- 5P AL ALUMINUM ENCLOSURE,AND SHALL BE INSTALLED PARALLEL ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S KEY MAP TRACT: � 3564 TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. THIS DESIGN IS DIAGRAMMATIC.ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AGGAZZOTTI ROAD AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION 1• IRRIGATION PLAN SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY• LINES AND .CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, EQUIPMENT,AND ARCHITECTURAL FEATURES. COORDINATED AND PAID FOR BY THE DEVELOPER CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE ZA OPTIMUM COVERAGE WITH MINIMAL OVER SPRAY ONTO WALKS,STREET'S,WALLS, AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. * 12.3148 � . ... RC.E No: ■Mewl Det ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS. AT INITIAL ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL HE INSTALLED SO THAT �! K ROBERT GUM*ASSOMTES CONSTRUCTION. THE TOP OF THE SPRINKLER HEAD IS'h"ABOVE FINISHED GRADE. 0 10 20 40 80 � � CI►���' TNl LANDSCAPE ARCHITECTURE BEE PLANS FOR NUMBERS STATIONSlK Tob1r Mooftrr-h�fpWbn Colu"t 1020 Calls Co rd i l l o r s, Vo.. 101 �_g 333 Avw>ic1�Adobe -L1_L_ ion Clements, C A. 92173 ClNwt Tel: (714) 361.1411 tip Nrc Sm Ckm.na,CA.=72 Fix: (714) 366-2884 2114 TN(714)404 83 F=V14�Q�12' �G i 33 L 20 JM 98 REV: 2 SEP 1998 SHERT 17 OF 39 POINT OF CONNECTION TO BE A I"METER PROVIDED BY C.C.W.D. (MR. R. OAXACA 11111/97) HGL 1889 STATIC PRESSURE 89 PSI PEAK DEMAND 25 GPM WARDMAN BULLOCK ROA 01 I X-1 sCOTCMLDK CONNECTORS SENSORS A MASTER VALVE 550 Cj CJ G; J LIMIT OF WORK ,� Q U �, � -, 1 E� 1 1 1 �� 1 iE i 1 1 I I w� l �� I E>• I EES 1 war 1 w� 1 w� 1 1 1 w� w� 1 v 1 w 1 �� 1 w� 1 � 1 1 w� i w�� 1 I 1 I w>_ 1 1 1 1 w>_ 1 on �_�'j ... • � — . 'spa:." -'�' �_ _ /� t -- - - 1 1 �.1-s- t-�t�1- - 1-�-f-�1-x-1 -�-�t�w'1 -f-��"�. sr�n:• `. N \ ' ' w, 1 w>• 1 ��w= � _F�+ - -fes ��-♦- -1--�� 1 1 1 ♦ _______ __-_-_------------------------------ -------------- I�), `` ---------- c, - LIMIT 0 WORK ; :/' - --------111---- �, 1 �`. \ ' 1 -------- /�� __ --------------------------------- .\� I 1 ` ----- -----r or FcCIT AUTOMATIC CONTROLLER'C'TO BE A CALSENSE ETI-it-DR WITH ANTENNA PORT INSTALLED WITHIN A STRONGBOX (SB)24 SS/120 VOLT CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT w ( EPDXY- FILLED) ON TOP OF ENCLOSURE PER MANUFACTURERS SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE KEY MAP OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. INSTALL (1) ORANGE SPARE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE INSTALL BACKFLOW PREVENTION DEVICE PARALLEL WITH THE STREET. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONGBOX (SB) BBC-30-AL ALUMINUM ENCLOSURE. CITYPRESStIRECALCtILATt01t= MATgMxifs• I � MIS .-J��. MAKE CONNECTION IMMEDIATELY DOWNSTREAM OF THE NEW eLavATlell -� DOMESTIC POTABLE WATER METER TO BE PROVIDED BY CCWD, VAUCI Wil- WwL_ LOW 9Q.D COORDINATED AND PAID FOR BY THE DEVELOPER. EXTEND NEW sAm- F, ofnroniumm Mr. g1dowd o.l.l TYPE 'K' COPPER PIPE (OR AS PER LOCAL CODE)AND INSTALL PHONE NUMBER C.C.x.D. A REDUCED PRESSURE BACKFLOW PREVENTER(TYPE AND SIZE PER PLAN) DATE oreM611IMT1011 IJ WITHIN AN ENCLOSURE. ILoe. 11PL1 E',{.EVATIOM /869 g1�olEEles/srAT1Q r1E1NERu V TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, MAreRrMal FOLLOWED BY A PRESSURE REGULATOR (IF REQUIRED), FOLLOWED BY A pEVA11oN H / 3 BACKFLOW PREVENTION DEVICE, FOLLOWED BY A PUMP(IF REQUIRED) E ..». lea FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER VALVE. ALL IaIE1oTEcanlloLVALiTt' sat EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY MAXIAMODUM "JL STANDARDS AND SPECIFICATIONS, MANUFACTURERS RECOMMENDATIONS" ELEVATIONOF /L AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS MAo ys _ DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY PAct+84111110RGv' P-11A i� am a' ME THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE A.P.111ACIMM NVICK wATERl7uTe11 CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP GATEVALM FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND NASUVALVA>nOlf*MWW METER TO BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY "Ma.WIri m-ft —' THE DEVELOPER. . MAINLINE � `� MAIN �pp�f REMOTE COW"M VALVE AUDMLY LATEA L LATVAL UK UTOULUNLOW —�-- ``- rlrrllai Loa na) � --�-_ /r IRRIGATION LEGEND ��� TOTAtfViTEMLsiiEet ��, REM RO / G q. ,�y sT1MOls Y�M11iAeTlM1ER 0011100111 ►ATTERw R M PR �D 1�I T, 1 J,,f /ITOOPEJIA?EIILAst �D_D / 14 // 1 f' O O O Zr RAMEIRD 0 1.124AWO MA Ir PGP UP 0.1 0.0 of 16 w VAN /w w IV 20 174 . 7 1� 1 1� / v b v 0 RAwEIw f 10124WOP I2 lr Pop u2' 0.E 0.0 ,> 2 f w VAw 1w 740 17 w 101 TOTAL MEfMM1t C�i G� 7 / l N • v o RAN1E111D 0 14112-GAA&PAW1s 1r Pw 1I 0.4 1.1 1.4 7.7 w WMI 1w 740 IV 70 183 1 'x ,,J , A RAN+rw 8 14124LAW/w�nw+e44r RUEaER 0.4 ,w t 70 t�O�fiTiTA71O P11Ew1111EAVM.MLIt 1 ' � \ woo • MNNNIp 4 10/24MOO DTiICUM DUELLER 0.7 STRIP 11S 70 PrA&WrA[OOIAT�EO/w[>p1 'o' ( '" * USIOYALWATUML>iiYREs rSUPERIOR: 310"a 160EN TER VALVE,24 VOLT, ERWIE TO CLOW 1 -+ --- - RADISM ♦ MINI ONTSI L VALVE fIV C 4 72 CC 1�IMI1m11Ef41MLMATERi11Efg111Es ri,.�,� (lLl CJS \ .• `� •,\ - solo 1 .. _•' -- 1 1 1 N WATT • 410 -NOW OATS VALVE.r w WIDER,Lw/E sea. -7 (.• _v\\ ,+ "low 4 IM00 T40&70r EMl VALVE.1.1?OR 911ALLER.•LINE an 1 - �` CALS W"4 ET•1.00 WRH ANT•1 PORT CONTROLLER 0 STROw6 sm Wawa EwCLOSURE ANEMLLY ��° F ORAL — / �� �` ___ ------------------------------- c Z , , ��D /� , (� L IT 1 � ® DATA POW 4 SEE DILMw010E FLOW METER AS PROVIDED VY CA.SEINE.SITED Me ROW n �o- Ka 4 KOVJ Sao" CMECK\PALVE,SPRNIO LOADED.LINE WE2 / 1 i r - flaw 4 MYA REDUCED PRESSURE EMCKPLOW PREVENTER 1 r� 1 1 E>_ 1 1 1 1 �� 1 '� `� Pur 4 EEE DIM4NS10S COI PANTROW PUMP BY o00STER PUMP TECMIOL001ES(70414/74/67 O 14•NON LLOUGH WALL WITH MORTAR CAP. NISTALL EE►KND EOLAP11E/17.LENGTH AS REOLAREO•V Mw WMR / b C" OONTROLLER AND WATION 004018 ? f�.� VALVE Oft EWWR�r 1 M V2' REMSM: t0 2 � �- - - - - - - _ -r�1-��-� A ® SOU;M FOOTAGE Of IRRIGATED ANA N -__-_-__ PVC sCHIMPLE• 11PRNIKLER LATERAL 1 1 1 1 .14••• 1 rEr 1 _1�--- 1 -_—— MC sc«IEoL"44 KMIGATIGw WWI. W TO 1.112'sLZE CITY OF ECHO CUCAMONGA a •` / ''' -- '� - 1 1 •••—_ CPvc OPPER CL/NS IIS NNIIOATIOII HAM.r ANO 2.112' ---------------- _ •� ` f----------------------------------------------------------- --------------' ! — PVC TYPE 'K' sERVK:E LINE %/, ` ------------------ --------------- .� SC/1EWLErs SLEEVE TRACT: 13564 1 I 1 MOTE: CONTMCTOII S1MLl"Irk"PREMISE NSA wIc E SCREENi NI ALL V*04KLER HEADS -_r I / K ; 1 ` ; ' 1 ; REOIARMG ADANTYEMTS OF RAON/S AT NNTIAL NISTALLATION.REFER TO MAlN7fACTURERO LITERATLME 1 i _4 WARDMAN BULLOCK ROAD IRRIGATION PLAN NORTH Appowd by sr 11 l�M c*b1a11..G ,� R.C.E.l w. ROBERT GOTO 6►ASSOCIAMS 0 10 20 40 80 � ���' T-� � LANDSCAPE ARCHITECTURE l�IS1111E SIIMt Toby Morlem-h VOW CamlW* 1020 Calle Cordillera, ate. 101 -� TM :an Clemente, CA. 82873 SEE IRRIGATION NOTES ON SHEET 1-6. SA ,AC,M Chedl,d Tel: (714) 3"-8488 DMA""K - Td(714)eis•440 F0(714)4Z4312 KG Fall: (7 14) 308-2884 �433"L 20 JUL 98 REV: 2 SEP 1998 SHEET 18 OF 39 i oft AtIN I r LIMIrOFWo LAW A 38 RI( owl am ;� � .i.t WOMBS r'. w _ 1 - 1 / Aft final i 1 on"coc""" """n,,,�.... 's Ail WORK """' ' ' . a , ,,,,,,,E ism � �. , arw , atw■t , err � ,Nu„ , ...E � - -- IRRIGATION LEGEND SYMBOL& N•MPACTUM 17EM oft PAY"MR PE, P.R O O O .0' MWIRIRD I 11134AM•PRS MA 1r POP UP 0.4 0.1 0.0 1.1 00 VAN 1: 310 10 30 +71 b v O RA am • uI'24"*"M*1': 1r Pw up o.$ 0.E 1.3 31 IS VAR ,10 310 ,r 3o t o+ t. v O RAWO&W • ,013dAMFPRE-10 1r Pop UP 0.S 13 1• 37 D VAN 1M 310 if 30 163 PAN49M . 1113•NA►, WOOLER 0. ,10 r 30 • RA"NORD • 1113-SAA6=T•1-C NMLER 0.3 STRIP 1 it 30 SUPERIOR• 3/060.0. MA$TM1 VALVE.N VOLT.E 444 TO CLP RO*am • Sit q•IRE•I' REMOTE CONTROL VALVE R40 MRD • 33 DINOIRCKC01lRUNG VALVE. 6E WATT • IO3•RT•RV0 OATSVALVE.r03LAMOER,LM9SOX. Now • New T-0067041 BALL VALVE,1.10'OR SMALLER,LIVE WE CALSOM• IT-14M WITW ANT-1 PW CONTROLLER IN$TRONG SOK 8&24M EICLOSU RE ASSEMEIY ® DATA NIDA• WE ORAVIIIO$ FLOW METER M PROVIDED BY CALSENSE.SREO PC*•LOW 1- KM1 KCV•E EERIE$ CHECKVALVE.W0040 LOADED.LW1E$4E3 O New • MYA REDUCED PRIULM$ACKFLOW PREVEWTER �J PUMP • EEE O&WAMM CO+STANTFLOW PUMP BY BOOSTER PUMP TUPPOOLOGWiS(7101947067 1P HIGH SLOUGH WALL VRTH MORTAR CAP. SMALL IG MID EOL4011001T.LENGTH AS REOUIND.0 OWI L"W. �+ CCWTIIOLLER AND STATION WLMOER 7 VALVE ERE/WIN FLOW ® SOUARE FOOTAGE OF WAMT20 AREA PVC SCHEOLAE• SPRWIKLER LATERAL. PVC SCHEDULE•S 1RRIOATION MANI, 3N'7p 1.113'SRE PVC CLAN 310 MMGATION MIN,r AIO s-wr •'•-"••••• HOPPER TYPE •K• SERVICELWIE — — PVC ECHEDUAE O nEEVE MOM TOR SHIULL W6 ALL M All SPft#KL1R MOM REOUW W4 ADWTMENTS OF RAD"AT"TIAL ONTALLATMM REFER TO MANUFACTVRf RE LITERATURE a N 5 DESCRIPTION OF REVISION:• Dift App ,I.a: m N _ CITY OF RANCHO CUCAMONGA 0 3 TRACT: 13564 KEY MAP y SAN SEVAINE cc TH IRRIGATION PLAN D ,� D«4k PAN N odst Y - 0 10 20 40 sC TM ROBERT GOTO bASSOCIATES v �f LANDSCAPE ARCHITECTURB 4v_&nL41__ 1131-9a d■wIC �� L �[ •.wyllanEee 1020 Calla Cordillera, site. 101 SEE IRRIGATION NOTES ON SHEET 1-6. ,, �� TM Tel (714)36`-CA.00201!1 �� Fax: (114) 200-2004 �633—L 20 JUL 98 REV: 2 SEP 1998 SHEET 19 OF 39 6ALI V144-VE- /Vl&Z-D T-5eS-70-66 HI-POP SHRUB HEAD BODY SET TO P,\V gAl-:E VALVC - WA-T7",5 SF Z/5-5 403-R7-9W '1,11IN' ABOVE FINISH FADE S •sMNAP-Trrr WATERPROOF FINISH GRADE MOUNTING TEMPLATE FOR RADIO ANTENNA RADIO ANTENNA (ANT-1) CONNECTOR OR EOUl1l ROUND PLASTIC VALVE BOX : ANT-1 INSTALLATION INSTALLATION WIRE SERVICE � ; S(- � COVER ETCHED 'IRRIGATION GATE ENOUGH WIRE T EXTENO�WW _ - (CARSON OR EOUAL) BUMOLE f' ABOVE GRADE) I=1 1=1I 1=1 I I ! III=1 11= ; ' SPLICE BOX COVER WITH -1 I I-III=1 I I_ I I=1 I i-I I = _ _ ` '' FINISH GRADE LOCKING TOP ETCHED •s.e. -1 I I-1 I !=1 I El I 1=1I 1- - MoCh.ie sCreW -1 i►_I 11 II-III N III I I i i_I i t-III- _ - I L=11 I VALVE - I t/r apt o•e1 L e• WITH 11= = I _ 1111 I I- I I-I I! I I-11 AT GRACIE IN LAWN AREAS 1-III I I-111 11 I I-I I 1-{ L.I_I AINL= SIM HANXE II� _ IN PLANTER BEDS -I"- I - I- 1_ 1 Or En bswetilrV �e I � _tqtr I I I _iil' � ' Ilii _ I I-i I WEDGE - OR LARGER WITH -t CLEJW BACKFILL - SEE TE VALVE OPERATING MIT SPECS. FOR MATERIAL. I I I I! COATED I( I I I Antenna Rubber Pod �1 i -I I=1 I -I I +�III_II1=1 I I_ II t COMPACTION REONREDII 101 I I=, � _ VALVE ,� NON-PRESSURE LATERAL LINE 12• X 1�' GIIEE?I PLASTIC METER = I _ SCH. 40 SNAKE PPE IN I F'.' I ! ' Loctwosner BOX CARSON OR EQUAL b I I I I I- TRENCH (=i r s S I I I k� � ) hMN35, mUm tiro Ill A Vw a Hex Nut b I aIIL' 1111= = i PRESSURE SUPPLY UNE. 1 � 4O/CL TRaEiNCH15 SNAKE _ I 1 , coava Coca(4e-) SCH 40 PVC MARLD( W STREET ELL W ELL =1 I I- = CONTROL VIRES - BUNDLE �1 o I I ( Model ANO srvpod W/ TAPE AT 15' O.C. AND Mrs, I-1 I I I-I I INSTALL AD,IACENT TO !•-e ETI-DTR2 M RLEX W STREET ELL -- -- - - b I _ 09, I 1 I E T 1 LATERAL FRT1tIG _III-i =1 - - - - I I I I PRESSURE SUPPLY LINE NON-PRESSURE LATERAL LME SCH BO PIR. NIPPLE I -I I I I -III-I I - I -v .;. (2) PLACES - I I;III- I=1 I I PROVIDE Ir MIN. OF SAND I�I1711 - , I -DTR2 24 VOLT WIRES. TAPED AND 11-I Ir TV. BEDDING AMID SHAMING �1 I�1 1 I I t=1 I I BUNDLED AT 15 FT. INTERVALS ANTI--DRAIN VALVE AS READ 3/,C WASHED CRUSHED � I + I CAISENSE 2 CU. FT. PEA GRAVEL Nps AGGREGATE BASE 1. LOCATE HEW 2• TO I!' FROM WALKS, CURBS. HARDSCAPING. MOW STNM NOTES. AND EDGES OF LAWN. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. / 2. USE TEFLON TAPE ON ALL MALE THREADS. NOTE. 2. INSTALL CONTROL VALVES A MMI. OF It FROM STRUCTURES OR HARDSCAPING. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 1. PICTAL AND LOOP CONTROL WIRE AT W CHANGES IN DIRECTION. 3. IISIALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. COMPENSATING FEATURE AS PER THE MIRIG AT101N PLAN. 2. PRETSURE SUPPLY LME: 2 1 2r AND SMALLER IIr MIN. DEPTH 4. PLACE VALVE BOX AT RICIN ANGLES TO STRUCTURES OR HARDSCAPING. ' } 1 i T�j S. PLACE AGGREGATE PRIOR T INSTALLATION OF VALVE BOX. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 3• AND LARGER 24• MIN. DEPTH a ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER NO = VALVE NU MBEFIL CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA 24 VOLT SPLICE BOX ,n HI-POP SHRUB SPRAY TYPICAL TRENCHING VALVE - 3" or smaller civ @ 1111 IIIA AM sTMei1M m PVK C MSO OOINIRYGINM DOOM M IRS AIM SMRI1r lOIOAOOO m PIRA!ASO OOr10R IM11 Rti �� M UK VIM ftMMN l�11OS M 11RLK��OOIr101C11011 �cm 1116"�� M IRA AIN FIM spowm 10 NOR pI ARiIO 1, N1 r1�.1 r.niwr SLOPE SM 80 PVC LUM _ � ROR p PLASM CI M �CA�otNCOVM OR ) AOR r reoTAP CA•- I <i C�LSENSE RENDITION OF TYPICAL ETI COVER ETCHED *PRESSURE ��O � � � I ` - (CARSON OR L1xI l WHITE ® FISH GRADE i a Z j 1----1 CONTROLLER INSTALLATION j ONAO[ BLUE it Ir �• e c I j AT GRADE M LAWN AREAS 1 Nr MUC - tyI1 0 T W N G Y r1N1wN• I 0 o I 1-1111 I USE SCO CHUCK CONNECTORS � '� � � � � � 4 •• • RED FOR FLOW SENSORS 6c 1011 < ► ► • ► BLACK MASTER VALVE _ h S C • �r •-o• r s Ii= PIG TAIL EXPANSION > �I IRRIGATION CONTROLLER - LOOP (MIN 24- LONG) ~ ���� =1 I 1-_� ! 111=III-III- -! _ II ® F-- VALVES WATERPROOF ALL S60 W 33 D!P QUICK _I T '_ �'�_-orTlor.� rrE cn PRtMM IAIOR PLASTIC VALVE BOX (CARSON OR p p Z0 -fi COUPLING VALVE 1 I I b L I E ORE CONNECTIONS D 9 9 FA 1p _ EOUAL) WITH PLASTIC INTEGRATED k w - � WRN PURPI,� LOCKING UD. PLACE AT GRADE IN =S PER ;TD. ,• y g �" ••. , - RUBBER (c/AYP, I I 1 r COMMON WIRE - I TURF AREAS AND 3" ABOVE IN TAIL `_20 x ,. a �' • ' I _I PIIS 10 B1ICIILDw PLANT BED. �a> �N J ( I STS �� �_ - 3 COURSE MAXIMUM WE SCREW CIAMIP '11 I- / ►1toM I I ? PIWVDf10R �e 511 I�RJM (3) PLACES I LII I PIG TAIL EXPANSION x vv33 / LOOP (MIN.24- LONG) " x WHITE IIIiO 1 I 1- I(� z- (COMMON) _� (COMMON) Y d a I 3/4" WISHED tf•MN. I CkUSFEp b / `r llI- BLUE - d 'A" d N' CLEAPANCE I I I AGGREGATE BASE •: '• ,• ETI o OF 14 ► ► ► Io . ► • . • WIRES BOTTOM Y < • . • ,. r roRTaR t rK•n. �T CAISENSE I I e.D I -- •d',o, ap• II RED J D I SCH 40 BRASS NPPLE • • ' P' MASTER CCNTFOL =III: CONTROL I I I I III-III- !•r1N1wr WIRES VALVE ` J SCH 40 BRASS NPPLE - I-III-I (age nor, 61 BLACK - d•$7 2,C LONG �. h • _ I-� II "� FLOW MET ER DIAMETER SAME # �'•-+ T .• "'- WRIER GLOW IN "- SIZE AS FLOW O •Z' t� METER SIZE �•• # M DIAMETER SAME SIZE '� ,• ' As FLOW METER SIZE (� I � 40 � � � MASTER FLOW PRESSURE METE REDUCING B CKFLOW/, WATER EVENTER METER O SLIM PVC 2 COURSE MAXIMUM VALVE MINIMUM DISTANCE DOWNSTREAM OF � > d t STREET ELL 904 40 BRASS 90e log �� UNINTERRUPTED PIPE (SX DIAMETER �. �I � I IC-S STREET ELL NOTES W I. All Bolls to N fiUod ..t% groat end rotoo, OF FLOW METER SIZE) � �� I m r� PRESSURE SUPPLY 1. INSTALL VALVES A MIN. OF 1r FROM OR �+•�-N••r• MINIMUM DISTANCE UPSTREAM OF g m LK • 2 Omit matter from .orrrcel loins in first Course 2. INSTALL V VES IN PLANT BEDS WHERE EVER POSSIBLE SIDEWALKS. -r Q Z < REJMAR)STAKE Gore 1 n sh•d first. sn 32 cooter, fer oe0 holes. c VE BOX AT RIGHT ANGLES T STRUCTURES OR UNINTERRUPTED PIPE SOX DIAMETER WF jp PRESSLNIE SUPPLY LINE ( ti 2,C LONG ]. Dew leer,nq egamel artist urgd nolarel w11. -ATE PRIOR TO INSTALLATION OF VALVE BOX OF FLOW METER SIZE) p Q lC� 4. No i.r• load wnnergo olle.ed on /ill. '+'^•' T.0- `ATH APPROPRIATE AND , � Q `¢,upl �y T P ,.ruand to sy 9'fa. e. F:ono loom con tre.;d of ~ N= NOTE: / r P -list ... r. Pe.a.er Pede .f strsor fir ode U rNoliror mer Pontnd ...form, T 1. PLACE AGGREGATE PRIOR TO I1WALLATTON OF VALVE BOX. H r 1 CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA �ITY OF RANCHO CUCAMONGA, CALIFORNIA AP�VED BY CITY OF RANCHO CUCAMONGA, CALIFORNIA � � � �� � PRESSURE REGULATOR VALVE FLOW METER INSTALLATION a QUICK COUPLING VALVE �. �� CONCRETE BLOCK SLOUGH WALL FOR ALL TURF AREAS cm ENGINEER DATE INK ,f,1„ STA MM WCCWICAT11sf/ NMX WOML' „o„ 'gem�� M m AM NR/1RIIIr MMR m POOL CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR ►USIM WORKS CONSTRUCTION C COOLRT♦A=Da/1'i2C'T �AM IIr�?>RIA[' IP NNom � aE TALI sasRrN�sIROIIo111oN1s AOR!��'.twOs aa�IOR.SNM IAC(. 2.953 R.CE 24953 TI, SPROOMM - ANGLE PIPE TD SPECi1F'D DEPTH WITH 4S ELLS DlelEi¢H/A.>l=fes r3rSrsL`cAi0 �� � Q 2� sI M 2 te11101111 MODEL a STAND ALONE CONTROLLER WITH ANTENNA SCH 40 PVC MALE ALaArTOR INSTALL BFO n+/STRONG Box Y MODEL SBBC- ALUMM0.N1 ENCLOSURE. AMT 1 ANTENNA PORT SCH so PVC UNION •�M�P-�7TT _ Ia APPLE - TYPICAL EPDXY F1LLEp LOCATED WMECTUiS 10 EQWIL (4) PLACES ❑ OUTSIDE OF BOX �E BRASS OR PVC APPLE r----------- --- --- -� � SNTALLATUM/LOCATION COAXIIAL CAME ELECTRIC CONTROL VALVE HARDscIAPING(SEE NdTE 4) I ( DICI.DMAE W R oRDUNDio Pitt PER CITY AND CALSEIN! PLASTIC VALVE BOX M7tu/2" I �'---- -� I LOCAL CODE cTrouND ROD TO BE REPRESENTATIVIL INSTALLED IISIDE ENCLOGUAL ON CALSENB! CONTROLLER ` 1y MARKED •RRK1ATION RCV I ' ( ���, '• � CONTROLLER SDE MODEL NO. PER PLAIN ( OR E=" I NIPPLE .� • - - .- _, AM VALVE SEQUENCE I I Ir THICK X 1 r WIDE CONCRETE PAD )ARIES I_I 1 I I I=1 I I=1 i I FINISH Ino MOLT DUPLEX �► o I GALEAL MARINM b < MIN WYE STRAIMER FINISH GRADE t w� MA b i PER / GRADE F@iI9cric S Rlr.at DORIC !* Toby Mertens - Irrigation Consultant �+--� SLOPE TO DRAIN AT MILIUM -III=1 III=III II I I ouTllT ICFCe MONEL SCREEN I FINISH GRADE =1 I I I I-I i I ii i i 3-4 No Y--f WOWPIrAVIA.dIN6 t A-411111-8_ t \ 333 Avenida Adobe _ K �I 1 �, l S AMOK � AM 1I�n Tb,�ce�,v e+f �� �F Son Clemente. CA 92672 WEVIIALIII Mph . • I=I I I CLEAN BACKFILL - SEE - A. 11WrTO DRAN ,a me*" Ars � .5r.A77~*ca-lYA,av- Tei(714)498-4493 Fox(714)492-4312 SENSOR REQUIRED FOR -III ROUGHSPECS. FOR MATE7lLAL. I �W9SR VA"e 0^06/ .•. WHERE =! ;711 I I COONNCIRETh PAD = II WX COMPACTION REQUIRED b I, I I I-1 I I-!' " I I I-111-11 I- i�� tl' R" •I ) MI PLE - TYPICAL _III _ t l l-III-I I I III-III-III- � OPIG TAL EXPANSION _ I ��. �� LO - LOOP (MIN. 24r LONA) FROM WATER SOU11cE!!' 11- (2) PLACES I=! I PROVIDE B' MIN. of SAND APPROVED. _ �1 40 PC Moa - BEDONMNc AND SfADOINc i2D %VLT WIRE II IeoD srEa � I DESCRIPTION OF REVISION DATE CITY =1Ii . . . . . . . . . . . . . . . . . . . . . . . OOIDUR (Pot Lori 900 SWEEP ELL I�---i eRtAss ANGLE �I�!I 9o>II coMPAcraN -�"� I I- ADAPTOR . . . . . . . . . . . ...•.-. . .�.�.� >o POWER WE a` CASE• (TYP.) b ` VALVE w/tMNON I I I _ REQUIRED 1 ; I I LLI = b I I 11 IE : ►r �I =1I 11=1� r- A>R , A�ELNA CITY OF RANCHO CUCAMONGA � - r LME ,o Sn1E1R -I 1- . . III- CONTROL WIRE SLEEVE - MWf � MR'p!MIM1Y I_, BOX. PbTFILLIED �AL1A��1gM NOTEse 0) I-I I I n t RNTALL CONTROLLER PER Nva. PRMTID @N TRUCTMINB ARO PER LOCAL TRACT: 3564 SIZE PER PLAN INSTALL UGHT CONTOM AS REDUMED I M PE1t Crn Aw c�ILIs>'1sE REP. L SCH 00 PVC "PRE CONCRETE THRUST BLOCK Q,OW -III-I III= AWACENT TO- SUPPLY UNE PRESSURE PLAIa ® I I CODES. LOCATION TO !E APPROVED 0 FELD BY M CITY BN.ECTom CONTROL ! COMMON wllEs PER CCWD STANDARDS T'� (4) PLACES I-III .•. . . . . . . . . . ... . . . . -I I rl--_ 1-1 nELIRNC IEIR PO SM PRIOR TO CONSTRUCT101L PPE AND RELATED FTTTINGS SMALL BE PER 1 -III-I _- PRESSURE SUPPLY LME cAL.sMec ooNTRaIENt MOM Na I I =. CONTROL WIRE SEOUENc! TO CORIIESPOIO TO THE PLAIN'S DESIGN CUCAMONGA COUNTY WATER DISTRICT STANDARDS. _ _ PER PLANS. �' WOUEMCE OF REMOTE CONTINX VALVES. CONTRACTOR SWILL VERIFY WITH CM PRIOR TO I -III-1 I I-I III _ DIAMETER - SIZE PRESTWICESURE REspt TO CCNIROLL1m CONSTRUCTION• I I III 1=-1 F- DIAMETER of PRESSURE DWALLATION STD, I a RNRI ONE EXTRA WIRE (COLOR ORANGE) TO FARTHEST NN;V ON EACH MOTEL MISTALL PER LOCAL CODES. 1 1-1 I Ir TYP. ��-Y LK � L� / I L J BRANCH OF THE MAN&M FOR FUTURE UGL MGTAE EACH ORAINA c BRASS MPPLE 2. EQUIPMENT � T A MOR M OF 24r FROM ANY NON-PRESSl1RE LATERAL �'R P� L� wltE AT THE ENCLOSURE.. IRRIGATON DETAILS SCH 40 PVC SMI 71EE FINISH PIIE3RW SUPPLY LIE 3. WHEN UNIT IS NEXT TO A STRUCP.AIE (E. WALL BULDINGI, ETC•) LINE SLEEVE - SIZE TWICE �� 11 I1 I I I S' QIIOURD ROB 4. COMION MIME TO SE /MRN AND CONTROL MITI! TO K RM M COLOR MOTEL. MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SDE. NOTES: LATERAL UNE FOR SECURITY UGHT MIN. COIITROI VALVES.✓N[Ee3 Or26cT�o 1�Y 7IfE c ITY/AcsoEeToK O DIAMETER OF NON- I I I I III a NO SPLICES SHALL RE BETWEEN CONTROLLER AND PlnwTE 1. INSTALL CONTROL VALVES A MINIMUM OF Ir FROM STRUCTURES OR HAR DSCAPIiG. 4. ORIENT LMT PARALLEL T STREET. 1. ALL SLEEVES T BE SCH 40 PVR;. RMIQ I'o VOLT RITE M RNOD APPROVED B Y DATE• 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SDEWALK& 5. SCREEN LINT WITH SH RUBS WHEMEVrR POSSIBLE. 2. EXTE?ID ALL SLEEVES 12• BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. _ 37t1?L OODQ (PER R ALIT 1 ANTENNA, PORT TO M CONNECTED TO DIGITAL TRNNRC RADIO / � � � � 1 3 PLACE VALVE BOX AT RIGHT ANGLES T STRUCTURES OR HA R09C/IPING. 6 OMLETIC FTTTINGS ARE REQUMIED FOR CONNECTION'' OF 3. ROUTE SLEEVING AROUND rLANDMCAP RAMPS. I- - Loc/L 000E� IDYL 1 AND RE OPE4ASLE TO THE CITY YAROB CNENTIIAL coN/UTER CITY E N G I-NEER -�- RCE N O 24953 -i q --- SYSTEM 1011104 TO ACCEPTANCE DESIGN RECOMMENDED � 4. PLACE AGGREGATE PRIOR T INSTALLATION OF VALVE BOX. OfSMMIIAR METALS. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE T TRAFFIC LIDS REFER T CITY I-- - 5. ATTACH PLASTIC IDENTw Anm TAG WITH APPROPRIATE CONTROLLER AND 7. VALVE PER STD. 518 REQUIRED BEFORE BAOXI LOW PREVENTER STD. NO. 120 (2,111P MIN. TO 31r MAX DEPTH T TOP OF PIPE BELOW - - 7. ALL ELECTMAL DEVICES SNALL INE GROUNDED PER LOCAL COOL. TM ROBERT GOTO�nSSOCIATES /�-/ D w VALVE NUMBER. WHEN MAMIUNE 3 ? OR LARDER STRUCTURAL SECTION). I1.INSTAL SECURITY LIGHTS ON"ET' SIDE OF CONTROLLER. 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 LANDSCAPE A R C H I T E C T L R E C3 DRAWN SHETT$#room go REMOTE CONTROL VALVE WITH REDUCED PRESSURE s" TYPICAL SLEEVING O.1D1fo I" CONTROLLER ENCLOSURE OAVN#n I" CONTROLLER ASSEMBLY 1020 C a+!e C D T d I;I e r a. Ste 101 ID-1 _ Sar C.emente. CA 92673 SHUT-OFF VALVE & UNION BACKFLOW PREVENTER - TYPE A INSTALLATION - TYPE A � cm ol�m11 M m'1"M stAlNeRa mvor omm Pes PING rswa°°"'""'°"°" acL� s+1 "�AIN stAleA 1psw°=m Les Atka.'°"asNNI0IaI1eM CHECKED T e' (7' 4; 3 6 6.9 4 5 8 DRAWING N 0. NSIMme DA IIS MRM sTMRWN sRRIolNne RAI PNW MOOS aNINIRrN1INM �� M AIM VIM srA1RMIN OISO/IG1N10/a PMRJC AIOR apN101CMON Ilrt Fax R ('1 4) 366-2884 Wcr�� M IRA AIN 1tMeRM IM PIRiN ROOD COOIOICIOI RRL . m 20 JUL 98 REV: 2 SEP 1998 SHEET 20 OF 39 T 2 TH '. 1211 art s�/�SGi� 10.0 E- 4' � A T3 71 5 ,_ ' r S F - 0Kw - -tIMIT1—E 5& c� - _ LIMIT OF WORK °�'� 5 5 G 5G ryC�• �o '� � I ■ I ■ i ■ I ■ 1 � I ■ 1 ■ i ■ 1 ■ I ■ I I,�(■ I ■ I ■ I ■ I ■ I o 41 ;s_ C' � 3.61 • r�G �o�,,� , SAN SEVAI 42 „--- }43 44 45 4 4 I ■ � 15. 56- SCr 5 G O 5Cr Z O 5 _. • 56- sG Ir A01 5 cv- gG- i l l l l l l l l i ■ i ■ 1 ■ i ■ I ■ I ■ 1 ■ It■ 1 ■ I ■ I ■ 1 ■ 1 ■ i ■ i ■ I ■ i ■ f ■ 1 ■ I •■ 1 ■ I ■ I ■ 1 ■ I ■ 1 ■ i ■ 1 ■ I ■ 1 ■ t ■ � ■ t ■ 1 ■ I ■ 1 ■ I ■. i ■ 1 ■ 1 ■ T F \3 _ LIMIT OF WORK EXF�14 F. B.C . F.C. 0 _. Tree Planting Legend 9R T-t •T-i" kw 10/25 30/1" i. '10/2S' qua+lMp ��SO/IS8' s�nlMnK •I:�(t) . WTALLATIOM OISpN►TIOM CRY STANDARD DETAIL v TIM PLANTING FLAT AREAS STANDARD OXTAIL 9IIEET_-1 tV 5 GAL-24•BOX THEE PLANTING ELOPE AREAE STANDA110 OXTAIL EHEET ca 1 5 GAL-24•BOX THEE GUYING BTANDAIID OXTAIL B11EET 9B"BOX AND LA1100 1 i NOTX: LANDSCAPE CONTRACT011 TO OBTAMI THE CUIMIINT CRY OF RANCHO CUCAMONGA CITY STANDA110S AND CRY i- SPXCIFICATI(M FOR FMW WORKS. ALL LANDSCAPE A 40 DEE AREAS LAYER OF"WOOpCFIIP'Mill RECENETREES AND r SHRUBS. BLEND INTO EDGES AT GROUND COVERS AREAS PURSUANT TO CITY STANUMM AND DETALS I HEREON. LIMIT OF WORK■ 11111111I Mimi ■ Irl � � �■ � ■ i ■ � ■ I IN E ROAD _...... SAN -)S;,v A r....a......__..._........ _ � ..... ............._..._....... --- _........... .... _._._._. . .___.. _-----�..... .__. ... .......... .._.. _..----- ............. ..._._.....__ - —•-- ------__-- —_._ ..__.__ _.._...... --- -- — 50 LLJ z000=4 .5 row SAN soI& WT At , T* IM=Jk 5th .5 GOK WS& * Y arr« 15 G- W) _ d rl ■ I � ■� , ■. � ■ � I■ , ■I � I■ Ir � .■ i ■ , ■ , .■ i ■ , ■. i .■ , ■ ■. iMimi 111111011 ■■ , ■ � I■ , .■ i ■ , � ■I � �■ � �■rt ■r � ■Ni ■■ � rl�Iri ■I � ■■ i .r � ■ � � � r � �■ � ■I � ■ M oFREVIsioN: F . B. . � , + �.� r ::. .. :> t r .; � `; LIMIT OF WORK 1 N r CITY OF RANCHO CUCAMONGA �► L ■ ■ TRACT: 13564E _ •� � .r i T-2 .f 31y � SAN SEVAINE ROAD S�s3 �r,/16 TRM4, PLANTING PLAN NORT Det l Cly EIfMtwR R.C.E.No: r, ti m J3 a � 0 �0 20 ao ao ••a pM ROBERT C30T0 bAS4v&emff LANDSCAPE ARCHITECTURE 3 �C 1020 Call* CSr/illori, $t0. 101 shot PT-1 Son Clemente, CA. 12072 Raz TO F-�. 1�1 , Nort0s t�1'• KEY MAP' F:x:: '�;:' ������: a. t.Not F • 20 JUL 98 REV: 2 SEP 1998 SHEET 21 OF 39 el T1/2 'mo10 ISI I�3 °SCt/t5ar • �, Malmo f � 1 .. 1 _. ■♦ 1 t •� '' ..T , '\ i :...,• ' ^.�`. i ,` jam_ 1 . _... % r • �`� �� F WOIRK t ' • '�` i ..� , • r* ' -.'-. 3R ; ti ' 0 so I ® %- ss all op" � I � ItoImo1>i p rrl -.. % opt 53 , ID �.. V G. 00 % 00Q,-r-X f too I N E R A D -- - - Tree Planting Legend f v T-1 T-1rr tree type dmmw Yom`'` ' '-moi 5 , ��10/25 5G/15G I 644 ` salvo , r 1 -f 0 WORK '10_/25' quantity ��'SG/15G' container size(s) : . ll � Iltl• I � Itllloi � lt11� 10>• IowI � I � Ir ��•'n INSTALLATION DESCRIPTION CITY STANDARD DETAIL TREE PLANTING FLAT AREAS STANDARD DETAIL SHEET 5 GAL - 2,C BOX TREE PLANTING SLOPE AREAS STANDARD DETAIL SNEIETr C�'1 5 GAL — 24" BOX TREE GUYING STANDARD DETAIL sNEar- CD-1 3C' BOX AND LARGER MANDALA �`-' NOTE: LANDSCAPE CONTRACTOR TO OBTAIN THE CURRENT I CITY OF RANCHO CUCAMONGA CITY STANDARDS AND CITY CPECIFICATIONS FOR PUBLIC WORKS. ALL LANDSCAPE AREAS•FALL RECEIVE A 4"DEE'' i LAYER OF'WOOD CHIP'MULCH UNDER TREES AND I / SHRUBS. BLEND INTO EDGES AT GROUND QDVERS T AREAS HEREON. RSUANT TO CITY STANDARDS.AND DETAILS ` PLANT MATERIAL SCHEDULE Q /•� � TREES Symbol Botanical Name Common Name Descriptlon Size T-1 Cinnamomum cam hors Camphor Tree Matching p P 9 15G. Standards ...................._......_.. T-2 Geijera parviflors Australian Willow Low Branch 5 & 15G. • _ T-3 Pinus canariensis Canary Island Pine 5 A 15G. A T-4 Platanus ac:erifolia London Plane Tree Low Branch 5 & 15G. �4- t t T-5 i00 01fi . . 1 t • g2 6 r � 1 1 � 4 Jrn } r%a o �� \� •� Ire Cw DESCRIPTION OF REVISION- DIF Appowd N „�;; , • 1 , m CITY OF. RANCHO CUCAMONGA ■ � ■ ■ ■ � lag KEY MAP TRACT:' 13564 TC LINE C REGINA DRIVE, SAN SEVAINE ROAD, AND EQUESTRIAN TRAIL L. 01' N TREE PLANTING PLAN � 9 - Dow r car �' R.c.E.'�lo. ►o was e 0 10 20 40 . 80 IAM ROBERT C KM*AS � f6 �F LANDSCAPE ARCHITECTURE 1020 Collo Cordillera, =to. 101 . PT-2C Son Clemente, CA. 0207= REFER TO PLANTING NOTES SHEET PT-6 ' D"'° Fax: (714) i3611-9411111 20 JUL 98 REV: 2 SEP 1998 SHEET 22 OF 39. u J W M114 roti � : L--I U �: F— °'� cf cn z J z r- mom = Q W U N A' L QQz r LIMIT OF W RK > W � 1-MIN --- A3 ____ i_ ,r r �+ 154 - __ 1o Q 25 --/ Its , ( n �"'-- !_ �► ! W V J Z � �. � � _.:tea �g�c -� -r. ,Vy, _: ,"'=JT. .`. _.ice Jr ��'v, `1: `�-:•- _ '.. � —� OF J► .#� 'rte •r �, JS i � .. I _P, � -M. I./f_J7 7TH � —_ �` .,yiF- �•_�+���� f "�. � �w"'>G Rte"'"' '�' a< 't>w ,i��:� � iL � .a„��T:': R • > . � �/V ------- — ate. '� `W' _ �, t w^ �►•. ,.. �1k. ` y�4t NP'gT' .aE -',i�t,�iy,�? � -'r'�'- ' a � ,� � °.'��"p�. }� ,.�• +311 d .- ■ `9� • • ---- J ---------- IxA l0 G 17 tK �� 6 l J � �"� �� soy, 90� `� J c� s� R %6H0z - ��,• oI z z 9�9 ■ & z I ■ � - --__ I 11LAI ! ■ I ■ I ■ � ■ Tree Planting Legend T-1 T-I* fro* "o '10/2S' qYOn f f0/2S "/ISO �'SO/1SO' ooMalnor W10(s) INSTALLATION ONdN11IT10N CITY STANDARD DETAIL TREE PLANTING FLAT AREAS STANDARD DETAIL SHEET a GAL-24" BOX THEE FLANTIIG SLOPE AREAS STANDARD DETAIL SHEET CD_1 a SAL-24"BOX THEE GUYING STANDARD DETAIL SHEET -1 3S"BOX AND LAMM NOTE: LANDSCAPE CONTRACTOR TO OBTAIN THE CURRENT CITY Cr • RANCHO CUCAMONGA CITY STANDARDS ANO CITY ALL LANDSCAPE AREAS SHALL RECEIVE A 4- DEEP s"CrIcATIONS FOR PUBLX worm. l /� 4/I3� LAYER F"WOOD CHIP-MULCH UNDER TREES AND YBLEND INTO EDGES AT GROUND COVERS �. � r.. SHRUBS.(0 � HEREON.AREAS PURSUANT TO 0. 0 CITY STANDARDS AND DETAILS �N. dQ G _ ♦ PLANT MATERIAL SCHEDULE �� (7 TREES • Symbol Botanical Name Common Name Description Size E . -- ---� — ! O T-1 Cinnamomum camphors Camphor Tree Matching 15G. ca 3 0?0( Standards OF W KEY MAP 1M�T • �- 0 T-2 Geijera parviAora Australian Willow Low Branch 5 a 15G. 5C4 •` T-3 Pinus canariensls Canary Island Pine 5 a 15G• - • T-4 Platanus aceriblia London Plane Tree Low Branch 5 a 15G. T rpr • �v`• rn "� ,`V o • 9 N � �o J DESCRIPTION OF REVISION: c10► D� AMOved ....... ao . 0 GG CITY OF RANCHO CUCAMONGA Cft �9 x� J� 9 X00'Z &/. , r i 1 �' TRACT. 13564 <91 ■ AGGAZZOTTI ROAD OF WORK �� 90• `�� TREE PLANTING PLAN 9 - 0 ftpoi by 41 4,f ply N 01 R-CX Nc. 14 13:1 n Ipr - R�oanIllMld �.. G _, o 1 0 20 40 so p ROBERT WTO*ASSOCIATES 0, LANDSCAPE ARCHITECT11RE * * ZC 11020 Calls Cordillera, $to. 1101 an..t PT-3 �0 sae Clements, CA.045 62673 fzr--Imf� q /�j�'�j p�'� .� � ClMaad: Tal: (714) 366-94 58 Dido Nrc 11►r''1_ t IN I ! •6 a ,� Fax: (714) 366-2884 _L 96 I4�3 20 JUL 98 REV: 2 SEP 1998 SHEET 23 OF 39 '-� Tree &nfing legend ' TC PLANT MATERIAL SCHEDULE T -T h» w.. TREES Q' O ' . •t 0/2s' ,uentNp 10/2s s0/1 so"*--*so 1 s0• •Mhh+« siteW Symbol Botanical Nww Comnwn NsRM► slse ;' �.� c� � , �. • • T•1 Cinnamomum Q camphors Camphor Tres Matching 15G. M�ItTALLATION DESCRIPTION CITY STANDARD DETAIL Standards i �� J�'.(� �\��� TREE RANTING RAT MEAS sTANDAW DUAL SHEET -1 . ' �7"\ " 6 GAL-44•BOX + T-2 Australian Willow Low Branch 5 & 150. � - - �� i' 0'/'m'''' �� rr•�` TREE PLANTM SLOVE.M1EAX STANDARD MAIL OHM— 24' T-3 Pinus canariensis Canary Island Pirhs 5 i 1 SG. G ��' .--7 6 GAL-24•BOX • T-4 Platanus acerifolia London-Plane Tres Low Branch 5 & 15G. �P �� , - ' �- TREE '- 8 GUYING STANDARD DETAIL SHEET ' 4] � �•Box AND LARGES T-6 ,� �► ,� ,� ���`' TC '�° �� C NOTE: LANDSCAPE CONTRACTOR TO f� E CURRENT CITY OF WS AW CITY V_ � �� SP�ECWICAHO�P�WORKS. j9.3 4 � X" FL �J �� �'J�• - _ _ ALL LANDSCAPE AREAS SHALL RECEIVE A 4"DEEP _-_-- -_- ;''^ LAYER OF'WOOD CHIP'MULCH UNDER TRE=ES AND ".' - SHRUBS: BLEND INTO EDGES AT GROUND COVERS, (17111 AREAS PURSUANT TO CITY STANDARDS AND DETAILS I HEREON. , , r , r C e"X LD LIMIT OF K ♦ ; . - ��, F .� O/3 °Xi/I°yct Q�' : syr 's a, • I et _ Ct►� y rr `y11vs ; + ` �� y7�� -- fir?► + _-x,�,. y,,� �. .. "-!�. . +.. _..- 1-- —-- M'e:< � � � � � �• bq AM I f -- --- - +r a `'�+sA- -------------- ------ ter . // A IL 75 m Ne ��` '`�• � `}, ,� o�- � • �\ toy � � . 200' VC 1° ��G ��' _ `°/�� `�; �� �"-' �G �� `�' 1 . 705.59 / 1 g �� ��'' /� Z . , 1 KEY MAP tK .\t` �� > ; D� �,� Jlv o,^� _ c�; C� 320 VC hi1, ` �` Pt= 1 1 5�,�\ > ; R-6.03 >; ��• �, �� 687.. A • '_ o • \ O N ^fir DESCRIPTION OF REVISION: DOAm n„,Bid N ' _------------------------------ ---------- ------------- CO�� '�� J� 1 - --- - moo,, -*------------------ -A- CITY OF RANCHO CUCAMONGA s, -�--+-m -t�i I � 19l• 191. 19I. 1 1 � i 91• I � 6 ` - LIMIT OF WORK -- ----- ' 9VC: TRACT: 13564 _ _ __ ---- .� - - WARDMAN BULLOCK AND COLONBERO ROAD CVS, ,�� TREE PLANTING PLAN Appo” by o 10 20 40 80 - ROBERT GOTO*ASSOCIATES LANDSCAPE ARCHITECTURE D�wK 1020 Calle Cordillera, $to. 101 aft G sae Clemoete, CA. 92973 PT-4 R 7o Mme'`' 1106, N/m G5HEI--•–r' ttT•� 6 Checlo�� 191; (714) 361-9458 Drew6p Nr�e v t r�� rl�� i 1. � n w Fax: (114) 366-2814 l`33_L 20 JUL 98 REV: 2 SEP 1998 SHEET 24 OF 39 i J h FG __ __ ! - _ ,___ ♦ LIMIT 0 ftftft INS ^ ' . i 1 'V 1 // ` �� IN • ... '\ IL � �, i t � .'� f ,' /` / /`v. 1 , � 1 � 1 �� 1 �Q• �. �', �J �C / LS 1 'i j r , ,, .l woo An om All I.- RO /01 •�l �` . !L) ,p, % v � ,�.' . x '/ � ��yy J t�j V •� C�i � � � _/ � \ `i OON L �a - } / r _• \ 1 1 ZOO ML Mr A i4sQ n -. ti ..rte r .\ _ -- - t ,? 1��-� t' _-1 .wa t_ .-� 1 � 1 � 1 1 .t W. 1 1L IMIT OF -WO 1 ��. .!_. l{ 1 1 =V,9 sem+ ray Tree Planting legard / . . T-1 IT-t' Nw lr js, 0WAMO. 0949) wTALLATION oacRIPTim . CRY STANDARD DETAL TREE PLANTWO RAT AREAS STANDARD DETAIL SHEET 6 GAL-240 SOX TREE P ANTWO SLOPE AREAS STANDARD DETAIL SHEET 6 GAL-24-SOX TRIM GUYNG 3S•SO AND LARONI STANDARD DETAIL SHEET NN NOTE: LANDIWAN CONTRACTOR TO OSTAIN THE cuakN1'T CRTY of v NDB APE AREAS SHALL " SPECIfICATIONO FOR Ptow WORKS. AND CRY w '•\ � '� ^ � ALL LA RECEIVE A, DEEP LAYER OF"WOOD CHIP'MULCH UNDER TREES AND SHRUBS. BLEND INTO EDGES AT GROUND*OVERS. AREAS PURSUANT TO CITY STANDARDS AND DETAILS HEREON. r r:v •.r r'� PLANT MATERIAL SCHEDULE , TREES Symbol Botanical Name Common Name Description size ,� /' v.' T-1 Cinnamomum camphors Camphor Tree Matching 15G. LIMIT !.`. `•;�� ..: ^' ;' ,�.� ,i<.: .�; 0 Standards ..� . ' '.c /� ' \,� Low Branch ■� 1 tr trr T-2 Gei0ra parviflora Austrralian Willow 5 8 15G. ' .�-; ;- ' ,•. c >• 1 1. 11>• 1 11>• I �;� �`; /,. �, .,; ,� csnariensis Canary Island Pine 5 a 15G. T-3 Pinus < '` ;; , " • T-4 London Plane Tree Law Branch 5 815G. Platanus acedfolia 04 Orrr — CRS► • N 1 DESCRIPTION OF REVISION' o rc APPWI e• tD Orr F RA CAMONGA ... . ....... .......... L� . ITY ONCHO i TRACT: 13564 ... ........... • 4 COLONBERO ROAD ,3!:4 TREE PLANTING PLAN Dow • C14► D..Ro": Woo�mnndt� 0 10 20 40 80 � ROBERT GOTO*ASSOCIATES TES LANDSCAPE ARCHITECTURE PT-5 Son Dir 1020 CII• Cordillera, Sty. 101 Sheet Son Clements, CA. 92673 \C-A 3 Tel: (714) 366-0456 R PI:�N�Vf�IG N�'Es rT 6 KEY MAPS t:.x: (7,4) 366.2664 ;If33-L 20 JUL 98 REV: 2 SEP 1998 SHEET 25 OF 39 41 1 7- z Of -• _ • ♦ •\ / / \''..ext J X. It ease .. . .. .. :::,' . .: .. �:�.�-• - - - , ,• - J `- LIMNWonilli OF ��� 5 lT�lS 6- ' �• � r' / „r J / town V ` O .!_ �► --_ 40001, AD J All SWAM dooft . rl l y 15 G* PLANTING NOTES Tree Planting legend 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT of SITE CONDITIONS WHICH T-t" tr�� typo PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS,CONTRACTOR SHALLBE RESPONSBLE FOR T_t " REMOVING AND RMPMALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH AREWOT INSTALLED PER PLAN AND SPECIFICATION 10/2S 30/150 T •10/25• quontNt► '%�'50/150' oonfoln« siY.(i) 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPEC>FiCATLONS FOR SOIL.PREPARATION,PLANT PIT EI'ITS. INSTALLATION DESC�Mr'TION CITY STANDARD DETAIL ,STAKING AND BACKFILL REQUIREM TRH PLANTIM PLAT AREAS STANDARD DETAIL Will "L 3. CONTRACTOR SHALL FAMILIARIZE HIMSELFIHEtSELF WITH ALL UNDERGROUND UTILITIES,PIPES, 9 GAL-24"SOX STRUCTURES,ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO TRH PLANT00 SLOPE AREAL STANDARD DETAIL sHHT GD AN -r COST TO THE CITY, Y DAMAGE OF SAID UNDERGOUND FACILITIES. PLANT MATERIAL SCHEDULE 9 GAL-24"SOX 4. No PLANTING SHALL BE DONE UNTIL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION TREES 7111111011 • STAN01111D DETAIL$N11T OF HE SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE 99•SOX AND LARGER T PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK Symbol Botanical Name Common Name Description .Size NOTE: LANDSCAPE cOWMCTOR TO OSTAM TME CUIMIMT CITY oP APPROVED BY THE CITY. RANCHO CUCAMONOA CITY STAND l AND CITY s. AU PLANTM�TERLM S�>�ArrlrovmpmQuAtm Ern Tmc�AND LANDsCAPE ARc vm O T-1 Cinnamornum camphors Camphor Tree Matching 15G. F"t�,ouc woRtcs. PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL*BE SUBJECT TO Standards APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. + T-2 GeWa pwAflolra Australian Willow Low Branch 5 $ 15G. ALL LANDSCAPE AREAcss iF41LL RECEIVE Ar DEEP 6, CpT1MCTOR Is RESPOiNSMLE FOR ALL MAW AND= REPLACEMENT OF ANY DAMAGED T-3 Pinus canarlensis Canary Island Pine S S 15G. LAYER OF"WOOD CHIP"MULCH UNDER TREES AND LANDSCAPE AREAS BEYOND THE LIMIT OF WORK.THAT IS A DIRECT RESULT OF THE LANDSCAPR SHRUB: BLEND INTO EDGES AT GROUND COVERS CONSTRUCTION AND=HIS SUB-CONI'RACTOR• REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE • T-4 Platanus acerifolia London Plane Tree Low Branch 5 & 15G. OF ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE CITY. AREAS PURSUANT TO CITY STANDARDS AND DETAILS PURPOSES ONLY. FINAL QUANTITIES FOR T-S �I `� J/ � r HEREON. 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED: S. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE ' AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A VONCRE � 0 TE HEADER IS REQUIRED. O jPURSUANT TO CITY STANDARDS AND DETAILS HEREOF[. ,� QO� � N 9. CLEAN-UP SHALL TAKE INCE ON A DALY BASIS UNLESS OT HIIRWISE APPROVED BY THE CITY. j✓' DE3CR11ii'lTION OF RENl31ON: Ddc Aopwiiie: N JJ 10.. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON soa.TEST RECOMMENDATIONS(SEE SPECIFICATIONS} * CITY OF RANCHO CUCAMONGA rn ROTOTTL THE REQUIRED S6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. Er"v v OIL 4 CY NITROGEN STABIL,zED SAWDUST TRACT: 13564 R '120 IBS GYPSUM ey 12S IBS GRO-POWER PLUS ' fj AGGAZZOTTI ROAD IL LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS TREE PLANTING PLAN HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT - A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS L AVAILABLE FROM: � BLUE RIBBON NURSERIESIt . 3 ORANGE.CA a F: lu acvftt (714)633-3666 m CR o 10 20 40 80F M ROBERT GOTO drASSOCIATES civ LANDSCAPE ARCHITECTURE E Shool c ""� """' Drawn: 1020 Calls Cordillera, ate. 101 PT-6 3: - - G San Clemente, CA. 92673 KEY MAP Tel: (714) 366-9466 0 Fax: (714) 366-2664 20 JUL 98 REV: 2 SEP 1998 SHEET 26 OF 39 1 WARDMAN BULLOCK ROA U . 1w r� .%� `s.�J. '�;�,, �(�1 'ri��� "�,, \� �!� `.,�.,\ � moi',,, . ) • LIMIT OF ORK ,T,M" '; ...1 ( 1 M" 1 asnw 1 1 1 1 _ �_ 1 �� 1 ass 1 anon t sass• 1 1 1 1 1 1 1 � I' _ 1 1 t �� c 1 1 1 '0 NOW wim "F.4 ;L t�-1- 1"s_ss-r-sssssrt= sem- -� ' • 3----_ - F-ssss►+�-a-ssss�-F-sl� 1 sssssi 1 sssssi 1 + --------T > 1 asss5-1—: —r—sssssr — �— t t�s�r�—s•—r—ssssrf�� ` cs�( �. 1 .� 1 s� 1 sss� t ssss� ♦-�_ ------------------------------------- ,r, f : , * �, . ,, -------------------------- '"-- I : - LIMIT OF WOR ; " -��1------------------- ------------------------- ..� , --------- ----------------- ---- ---- i i _ -�0 rn I C-j` Tree Planting Legend T-1 "T-1• NN type 10/25 "/11 so 010/25' quontMy oonlalrNr size(s) MOTALLATION DUCINPTION CITY STANDARD DETAIL TREE PLANTMIO FLAT AREAS STANDAIIO OCTAL SHEET �� 5 GAL-24•BOX TREE PLANTMKt SLOPE AREAS STANDARD DETAIL SHEET 6 GAL-24•BOX TIM ALL LANDSCAPE AREAS SMALL RECEIVE A 4" DEEP 38*BOX AND LAMN STANDA11D OCTAL LAYER OF"WOOD CHIP' MULCH UNDER TREES AND SHRUBS. :BLEND INTO EDGES AT GROUND COVERS NOTE: LANDSCAPE CONTRACTOR TO OBTAIN THE CURRENT CITY OF AREAS PURSUANT TO CITY 8TANQARDB AND DETAIL8 RANCHO CUCMWNGA CITY STANDAIIDS AND CITY SPECIFICATIONS FOR PUBLIC WORKS. HEREON. PLANT MATERIAL SCHEDULE TREES Symbol Botanical Name Common Name Description Size T-1 Cinnamomum camphors Camphor Tree Matching 15G. Standards + T-2 Geijera parviflora Australian Willow Low Branch 5 815G. T-3 Pinus canariensis Canary Island Pine 5 i 15G. _------+------------_—_--------- _ _`��f�f • T-4 Platanus acerifolia London Plane Tree Low Branch 5 8-I15G. i T-5 R 0 /AjD vo mom I wwr .1. w -LIMIT OF WORK _ / ------ 5doom 210 fft 1 de� 1 1 1 — O r --a" ul Nib 04 C'7 %t -_ •�✓ f Dat Appooval: C14 _ _ ��7VR � RGrISR/n• L -- --------------------------------------------- -�-r iii-T-t8818� -e T- i ---_� �► E ,,.-- , _ 1 _ , _ , sem... 1 ._ 1 cc .-- �-.. -- CITY OF RANCHO CUCAMONGA r------- ;It ---------------------------------------------------------- --------------- KEY MAP TRACT: 13564 ' WARDMAN BULLOCK ROAD TREE PLANTING PLAN /'3i/ISG NORTH L CRy Er~.. IML Na 1 r01 DsslBn. Rsoolllnlsldsrk 0 10 20 4c 80P M ROBERT GOTO*ASSOCIATES LANDSCAPE ARCHITECTURE Drawm i * Kc Calls Cordillera' ate. 101 sltMt PT-7 Rssswst>� �O ` � w'� R r �(��''�`�' �'7�'' Tel CtRIRRntE, 945CA. 22273 f�" AIv 1 I Iv 'VQ� I i V�1 1 1 + r '� C� Tat: `114; 3bb-2484 ppMec � � Fax: 114 366-2444 20 JUL 98 REV: 2 SEP 1998 SHEET 27 OF 39 5-I G55F 8 ICS S�H /28 o r-y 5zo 5-5 2-7:)SP g 5 37 Y5 to 5 -40 1140-51-r-5-ill MATCHLIN5Cf � 5- G5 IGO z - QEY \ . Wowlk 5_y 700 . so + ' 17 S-S VOT _ LIMIT OF WORK I , I � 1 � t � lt• IMimi mtlmlm, imi • Imtmlr• I �' J z V X41 � I � ,42 +43 744 '45AN -SEVAIN4 47Lill } ' 27 I(T 0 . ;: W0 71 . Z 7//7 7"'l5 U _Z/ ow '� I . 0>• t ■ 1 � t � I � ( � ( � 1 ■ ( � ( � I � 1t !• I � { 0>• 1 � I0>• I � (�� I � I 1 � It• tt• I ISI 1 ■ 1 � I � I � 1 � I � 1 � � I � I � I � I � I � 1 � I � l � 1 � I0>• I � I_ � I � I � I ■ 1' LIMIT OF WORK IN NOW W 5-11 430� s- I I I'To I2D& 5- 11 ■ 85 O 656 I'iwo s—I 5-3 °la° Ilia '1"1 IIS ?D :aCr •� �pv� • v PLANT-MATERIAL SCHEDULE z ! Shrubs Symbol Botanical Name Common Name QS-1 Salvia mellifera "Dara' s Choice" Dara's Dwarf f- S-2 Dietes vegata Fortnight Lily "---- S-3 Rhaphiolepis indica "Clara" India Hawthorn S-4 Pittosporum tobira "Variegata" Var4egated Hawtbom S-5 Rhaphiolepis indica "majestic Beautylndia Hawthorn S-6 Xylosma congestum "Compacta" Shiny Xylosma LIMIT OF WORK S-7 Pyracantha coccinea "Kasan", Fire Thom . t>• I � It• { ■ {. I � � � � t• � � t• I � I � It• I � l � lt• I � S-8 Myoporum r Pacificumr Prostrate Myoporum SANSV A INE ROAS-9 Elaeagnus pungens Silverberry 47� }48 49 50 �5tm' S-10 Acacia redolens Prostrate Acacia Q Z— -11 adi taiaNs CoNngwood Rosomery W O O SAN 5CoNn � � C.) U o0l' 00, ~ C; un N aw ■ t• 1 � It• 1 � I � 1 � 1t• I � 10>• 1t• 1t• 1 � I � 1 � 1 � 1t• 1t• l � II■ l � I � I � 101iIt• I � I 1t• I � 1 � 1t• 1 � 10>• I01� 1t• 1 I � IO>• I � 1 � 10>• 10� 1r• 1O>• 10>• 1 � 1 � It• t � I DESIORIPTMOFF*VISM: 01ft LIMIT OF WORK IN CITY OF RANCHO CUCAMONGA TRACT: 13564 5-� 2,860 305 S- I I 3"10 -I I SAN S EVAI N E ROAD SHRUB PLANTING PLAN Ir Off Appooved by 4;00l aftc li -/- CZCAI,("I kr l �► C*1114t.ar. -.ot—1i R.QL ft Newt * '"'"'`°11i `° 4 8o ROBERT 6070*AS90CI TM � co 0 10 20 0 pM CA`\ � LANDSCAT)I ARCBITBCTURR Do= �.r. r„ 1020 Calltt Cordillera, $to. 101 PS-1 VZG M W •aa Clamaata, CA. 02077 Tal: (714) 300-0400 j2�fz Tor-A-lTI� NoT :S G�j 514E�j' ff - g REFER TO SHEET PS-2 FOR SHRUB SPACING KEY MAP °�''` Fox: (714) 366-2.84 °i'r"1 20 JUL 98 REV: 2 SEP 1998 SHEET ?8 OF 39 1 i ---- --- I 1 �_coATV -elf A ^ 00 N*2o51� _ - V 100 tt+� ► \i i WORK -OF . . . •: ' . ,�. -"" - " . •• t lop IM 1=1-- _ 1=0 OA r O me C)o .• - _ o VAINCIA - _ .. 1� nCC� s .• - W ORK ,., : .. vimSIM I-T Of: vaonaawe now AA Shrub Planting Legend '100 SF' area I A \� "S-1" shrub type l� 100 SF (S-__, AND A SG - _ '25' quantity '5G' container size INSTALLATION DESCRIPTION CITY STANDARD DETAIL S"I 1230 I _ SHRUB PLANTING FLAT AREAS STANDARD DETAIL PLANT MATERIAL SCHEDULE GAL — 5 GAL SEE SHEET CD-1 1 STANDARD DETAIL Shrubs - Ir•• r,■,r SHRUB PLANTING GAL SLOPE AREAS ST Symbol Botanical Name Common Name 0.0,Spacing Size i SEE SHEET CD-1S-1 Salvia mellifera "Dara' s Choice" Dara's Dwarf 3 feet 1 Gal. . • I S-2 Dietesve ata Fortnight Lily 3 feet 5 Gal.SHRUB AND GROUND COVER STANDARD DETAIL SPACING SEE SHEET CD-1 S-3 Rhaphiolepis indica "Clara" India Hawthom 3-feet 5 Gal. i z 1 MULCH INSTALLATION STANDARD DETAIL S-4 Pittosporum tobira "Variegata" Variegated Hawthom 4 feet 5 Gal. PARKWAY AREAS ONLY SEE SHEET CD-1 ---------—----- S-5 Rhaphiolepis indica "majestic Beauty India Hawthom 4 feet 5 Gal. I LANDSCAPE FINISH GRADING STANDARD DETAIL S-6 Xylosma congestum "Compacta" Shiny Xylosma 4 feet 5 Gal. ' SEE SHEET CD-1 1 S-7 Pyracantha coccinea "Kasan" Fire Thom 4 feet 5 Gal. r W - NOTE: LANDSCAPE CONTRACTOR TO OBTAIN THE CURRENT S-8 Myoporum "Pacificum" Prostrate Myoporum 4 feet 1 mal. I I F CITY OF RANCHO CUCAMONGA CITY STANDARDS AND S-9 Elaeagnus pungens Silverberry 4 feet 5 Gal. 5" 10 ` CITY SPECIFICATIONS FOR PUBLIC WORKS. S-10 Acacia redolens Prostrate Acacia 4 feet 1 Gal. �0 , OJ? .6 S-11 Rosemarinus officinalis Collingwood Rosemary s feet 5 Gal . • , 16 1 _ "Collingwood Ingram" 40 rn N .- -_-_ i r0 Clbr d ' ••� �r DESCRIPTION OF REVISION: cD IZD�P ; g-L .530 -------------- ; ..�_...,. Dw.: llppoll.d: N i� 14 -- - " CITY OF RANCHO CUCAMONGA TRACT: 13564 � y -------------- -____- -- - IVB' TC LINE Cs-I I _ �'; 8 REGINA DRIVE, SAN SEVAINE ROAD, AND EQUESTRIAN TRAIL 1 1 1 1 C _---- SHRUB PLANTING PLAN ccWovvd by Oft: 7 i 2 , KEY MAP Cfi,Eilplrlar I R.C.E. No: - - Design ROBERT TO&ASSOCIATES 0 10 20 40. 80 Fm 1�q,r'/ LANDSCAPE ARCHITECTURE Drawn & 100 Calls Cordillera, Sty. 101 PS-2 tJ _ IzcImW_ __— Son Clements. CA. 92673 r Tel. (71�) 360 9451 I'� Coid fax (l t 4) 366-2884 D~M�� FI L 20 JUL 98 REV: 2 SEP 1998 SHEET 29 OF 30 5 W U llSG _K5-�102070if i 22.1 100 W z I bo 5 S 5-9 I s 40 s-7 19oAE > IQ < < lJ J 13 Q W U 5-S 2Z 5-1 eo5 Q Q Q IG LIMIT OF W s > W Ctf ■ I ■ I ■ I ■ I ■ I ■ I ■ I ■ I I I ■ I ■ I ■ I ■ I ■ I ■ I ■ I ■ I I ■ I ■ I ■ I IN I I ■ I I I ■ I ■ I K-S-, . 8888 . . ■ I ■ � °lo . . • . w ! � 1 ■ � � � , w (� ■ ! JIMERR -Iniz z sof W9 woe=% mac' � '` o 730 sr- AC3GA tK. 9 4 X19 ■ s ROAD %6�•z c6,. J� LZ 3 9 ,��, o� zz � I ■ I ■ I ■ I ■ I ■ I ■ ■ PLANT-MATERIAL SCHEDULE Shrubs -5-4 Symbol Botanical Name Common Name O.C. Spacing Size y 1 2 5 S-1 Salvia mellifera "Dara' s Choice" Dara's Dwarf 3 feet 1 Gal. 55o S-2 Dietes vegata Fortnight Lily 3 feet 5 Gal. S-3 Rhaphiolepis indica "Clara" India Hawthorn 3 feet 5 Gal. CQ S4 Pittosporum tobira "Vadegata" Variegated Hawthorn 4 feet 5 Gal. v Y'�, S- t 3 5587 S-5 Rhaphiolepis indica "majestic Beauty India Hawthorn Meet 5 Gal. LO S-6 Xylosma congestum "Compacta .Shiny Xylosma 4 feet 5 Gal. S-8 b10 S-7 Pyracantha coccinea "Kasan" Fire Thorn 4 feet 5 Gal. �4 %U (7 S-8 Myoporum "Pacificum" Prostrate Myoporum 4 feet 1 Gal. Z S-9 Elaeagnus pungens Silverberry 4 feet 5 Gal. l • . • : = . Z S-10 Acacia redolens Prostrate Acacia 4 feet ISaI. ORK . • - • -. . . - - 0 • • S-11 ��■■ • • . . • , f. Rosemarinus ofticinaMem s CoNIngwood Rosary 5 fait 5 Gal - •• - .- - •. . ; ,r-- "Collingwood Ingram" ,96, J,l �P O J� 01 _ DE OF PIEVISION: o�c /� t � o o� ,3 �� ►9 9 - CITY OF RANCHO CUCAMONGA o J 9 l BOO z L ��! J� is 1 ■ ..-- r TRACT: 13564 Jul 1 � 1 � KEY MAP • �- �`' sc�f AGGAZZOTTI ROAD SHRUB PLANTING PLA LI WORKN oAW.r..w ' /- arra ll � It't OFC���F081WROBERT GOM&ASS GATES o 10 Zo 40 so ~tet pM , - LANDSCAPI ARCRITRCTURN 1021 Call* Cordillera, M. 1.1 PS-3 _ C •so Closeafe, CA. 92.12 f�F� TO IIJ� NaTEs OW SETREFER TO SHEET PS-2 EOR SHRUB SPACING Tel: (114) $4•-2864 w ft,: (7141346-2864 20 JUL 98 REV: 2 SEP 1998 SHEET 30 OF.3Rr Shrubs PLANT-MATERIAL SCHEDULE Symbol Botanical Name Common Name O.C. Spacing Size S-1 Salvia mellifera "Dara' s Choice" Dara's Dwarf 3 feet 1 Gal. S-2 Dietes vegata Fortnight Lily 3 feet 5 Gal. S-3 Rhaphiolepis indica "Clara" India Hawthorn 3 feet'• 5 Gal. ` , S-4 Pittosporum tobira "Variegata" Variegated Hawthorn 4 feet 5 Gal. 9- S-5 Rhaphiolepis indica "majestic Beauty India Hawthorn 4 feet 5 Gal. QP S-6 Xylosma congestum gCompactaw Shiny Xylosma 4 feet 5 Gal. J , S-7 Pyracantha coccinea "Kasan" Fire Thom 4 feet 5 Gal. S-8 Myoporum "Pacificum" Prostrate Myoporum 4 feet 1 mal. S-9 Elaeagnus pungens Silverber y 4 feet 5 Gal. SAO Acacia redolens Prostrate Acacia 4 feet ___LGal. 5-11 Rosemarinus otticinalie Collingwood Rosemary feet 5 Gal •Collingwood Ingram• (1711) ,s o I W0205—10 ' CVLIMIT OF K • S '�° r5 7 I v r a 3 M i I go • : •• •• • ••• ': . , • . •. . .•. . • . • .. •• ; • . . . .•. of 5 . • .. * 12-31-96 - . Saw"d are jaw ol 11g, IF 7 '7 77711 mom= S3 Z I Y e� cu COLONB0W ' 6ER Z KEY MAP At 41lO cv DESCRIPTION OF REVISION: Daft � N CITY OF RANCHO CUCAMONGA I � IslI � I � 1s' Irls' I � I � 1 � lesli s, Is' ISI. 1 � 1 I � I � Irl Isle � .h L LIMIT OF ORK . TRACT: 13564 �I CH IN WARDMAN BULLOCK AND 1 7 5 COLONBERO ROAD Isis s-3 �� SHRUB PLANTING PLAN ab w~ A� L "/C444" L/ 11I ft 14W 2.4 0 5-11 0 10 20 40 80 1 M ROBERT GOTO*ASSOCIATES ► ,�,� , 1(T LANDSCATs ARCUITBCT RA Or.r.kG 1020 Calls CsNllie". $Is. 111 soft PS-4 Son Clsnssts• CA. 92613 TV P�I IJ� N4�5 S��' F•=: (114) 366-2�N If REFER TO SHEET PS-2 FOR SHRUB SPACING �+�d�/ T'': ('1`) " 26# 0=04111111KIAV 20 JUL 98 REV:,,2 SEP 1998 SHEET 31 OF 39 M S- L4 5 -1 4305E _Gomm Meow r '115 5-5 2b505F C-4 " I IPOI 11 1I IT ILI r5-',* ( 240 T0 IV Q �AF Alk ;x. ) 0 ER CO � 11 g .........I L_._ ONB9Lz= 1 01 — r • � r 1 LIMIT OF WORK • S-II zsosF 11oo5F s 3 � �5-'5 PLANT ..MATERIAL SCHEDULE I� Shrubs Symbol Botanical Name Common Name O.C. Spacing size S-1 Salvia mellifera "Dara' s Choice" Dara's Dwarf 3 feet 1 Gal. 20 S-2 Dietes vegata Fortnight Lily 3 feet 5 Gal. S-3 Rhaphiolepis indica "Clara" India Hawthorn 3 feet 5 Gal. S-4 Pittosporum tobira "Variegata" Variegated Hawthorn 4 feet 5 Gal. S-5 Rhaphiolepis indica "majestic Beauty India Hawthorn 4 feet 5 Gal. 1 S-6 Xylosma congestum "Compacta" Shiny Xylosma 4 feet 5 Gal. S-7 Pyracantha coccinea "Kasan" Fire Thorn 4 feet 5 Gal. S-8 Myoporum "Pacificum" Prostrate Myoporum 4 feet 1 mal. S-9 Elaeagnus pungens Silverberry 4 feet 5 Gal. S-10 Acacia redolens Prostrate Acacia 4 feet JSal. S-11 Rosomarinus otticinalis Collingwood Rosemary S feet b Gal W � � •Collingwood Ingram" OF WORK , ,.� • �5� —�- _ l tr ( �'. fir � 1. Dojo • i Ir � 1,,. r► 1 14EIR0 - r ,. •� • ' / .rrwr rr w / �Mrwd�C pOAD sic; C; LL. • >, ��\ N K.r► ' •- ► t LIM R � oESCRiPTioN of Revises,: of: WODOW �` aIT E CITY OF RANCHOCUCAMONGA KEY MAP TRACT: 13564 COLONBERO ROAD 5- l0 F 5-� ASF r,5-,5N $90 SHRUB PLANTING PLAN "15g 285 0 - 0 ~a► cw s"1001W. /� - ! _GGA .•l�C� P-ca lilt A"53 0 10 20 40 80 M ROBERT GOTO _? LANDSCAPE ARCHITECTURE OCG 1020 Collo Cordillera, $to. 101 PS-5 =an Clemoete, CA. 12013 {;z, mF- To ffP4jTioG oN _sHee ' r­r- 6 REFER TO SHEET PS-2 FOR SHRUB SPACING Tel: (114) 3//-9461 a••r. Fax: (714) 206-2004 20 JUL 98 REV: 2 SEP 1998 SHEET 32 OF 39 280�—F ' ♦ �,3 ; � . . . ♦ 32 Qj � c9 '\ 5-I -T�.J~ K's-� 9aoS-1 �w�saF Ll � . • _ • RK ♦ • •soft --07• �� �9 • � • allow, . � l �' •o SEEMED 4 Lr PLANT MATERIAL SCHEDULE Shrubs Symbol Botanical Name Common Name O.C. Spacing Size S-1 Salvia mellifera "Dara' s Choice' Dara's Dwarf 3 feet 1 Gal. S-2 Dietes vegata Fortnight Lily 3 feet 5 Gal. S-3 Rhaphiolepis indica "Clara' India Hawthorn 3 feet 5 Gal. S-4 Pittosporum tobira "Variegata" Variegated Hawthorn 4 feet 5 Gal. S-5 Rhaphiolepis indica "majestic Beauty India Hawthorn 4 feet 5 Gal. S-6 Xylosma congestum "Compacta" Shiny Xylosma 4 feet 5 Gal. i'. S-7 Pyracantha coccinea "KasanFire Thom 4 feet 5 Gal. i S-8 Myoporum 'Pacificum' Prostrate Myoporum 4 feet 1 mal. S-9 Elaeagnus pungens Silverber y 4 feet 5 Gal. S-10 Acacia redolens Prostrate Acacia 4 feet ____ I r1al. S-11 Rosemarinus officinalls Collingwood Rosomery 5 f"t 5 Gal tCollingwood Ingram' tnN DESCRIPTION OF BION: pow to N L m CITY OF RANCHO CUCAMONGA �' TRACT: 13564 KEY MAP AGGAZZOTTI ROAD ysc�E SHRUB PLANTING PLAN corn r� persow IN am 414 T *rwl Daft MOP: rMONFAUNdst 3 sr� 1e 0 10 20 40 80Ddr PM ROBERT GOTSS O&AOCIATES ,,,,,y c►►L�` LANDSCAPE ARCHITECTURE Owrin: 9ta..c G M W 1020 Calls Cordillera, $to. 191 PS-6 -}- ion CIemosto. CA. 92073 I� r CA�t T*I: (714) 299-9499 D�rI��N1c �'1.�IrJ-T11�G NC�ES Gt�j SHFTIT- r- =6 REFER TO SHEET PS-2 FOR SHRUB SPACING ;81: (714) 346-29.4 _L 3 ' . 1? 3 - - j 20 JUL 98 REV: 2 SEP 1998 SHEET 33 OF 39 1 AR MROA- 9 W D AN UB � � OCK 30 F 5-IG 2COSr 165 1+4.5SEKS-I Z \ 3 LIMIT OF WORK 9 $ 54- 1& 1— \ t1d.I up Mf r /71/ - o c� �� 1 _ _ ♦. - -�-►�+— -_" -t� ---- ----------- - ---------------------- �-►- + ------------------------ T� -: - -_r :1- - �-�-r-_rte-1-�-r-�t�-1-�-r-�r-r•�� ---� lot•�� LIMIT OF WORK ---------------------, ` �� - 1 _ �� ` i I -------r--- 1 ---- _ , ---- -------- ------------- -;------------------ � ' ; �` - ; 1 1 1 4 t PLANT -MATERIAL SCHEDULE Shrubs Symbol Botanical Name Common Name O.C. Spacing Size S-1 Salvia mellifera "Dara' s Choice' Dara's Dwarf 3 feet 1 Gal. S-2 Dietes vegata Fortnight Lily 3 feet 5 Gal. S-3 Rhaphiolepis indica "Clara" India Hawthorn 3 feet 5 Gal. S-4 Pittosporum tobira "Variegata" Variegated Hawthorn 4 feet 5 Gal. S-5 Rhaphiolepis indica "majestic Beauty India Hawthorn 4 .feet 5 Gal. S-6 Xylosma congestum "Compacta" Shiny Xylosma 4 feet 5 Gal. S-7 Pyracantha coccinea "Kasan" Fire Thom 4 feet 5 Gal. S-8, Myoporum "Pacificum" Prostrate Myoporum 4 feet 1 mal. S-9 Elaeagnus pungens Silverberry 4 feet 5 Gal. S-10 Acacia redolens Prostrate Acacia 4 feet i S-11 Rosemarinus ofticinalls Collingwood Rosemary 5 fest b Gal "CoWngwood Ingram" 1021 G R 0 AiD `......... I woo v V f7 W �- z LIMIT OF WO _ , r- 1 •,— ---- �a. ' Cq .. CW _ 26 DESCRIPTION OF REV1310N: o.ft c° - -- CID --_-;-_�_;-_----------� -;-+-;-���-,-�-,-�.�_�'_--" ---- - ; � CITY OF RANCHO CUCAMONGA ' 1 3. nc ------ ------------------------------------------------------------ --------------- TRACT: 13564 r------- 1.1hO \AIO K KEY MAP 1 fi WARDMAN BULLOCK ROAD SHRUB PLANTING PLAN I 1 1 NORTH d4►�b /�..ti�iG� i 1 R.0 E No: Design: ft= wided:41a 0 10 20 40 80ROBERT GOTO i►ASSOCIATES � . M LANDSCAPE ARCHITECTURE a �v- y r✓ 1020 Calle Cordillera, Sts. 101 81wt PS-7 r' San Clements, CA. 92473 Tel: (714) 389-9458 REFER TO- SHEET PS-2 FOR SHRUB SPACING _ _ Fax: (714)188-2984 20 JUL 98 REV: 2 SEP 1998 SHEET 34 OF 39 ' 31 3105F j L op ORaft I ftft kN�UICT . � ware � K SII 14-p SFtA 38 ' J ' I 39 441 - _ 41 n I o► l �wrrr aft --- LIMITOFW , „ , � � WO am - 1° PLANT._MATERIAL SCHEDULE Shrubs MF SII Symbol Botanical Name Common Name O.C. Spacing Size Z 700VS1 S-1 Salvia mellifera "Dara' s Choice" Dara's Dwarf 3 feet 1 Gal. 86 IG S-2 Dietes vegeta 9 Y Fortnight Lily 3 feet 5 Gal. S-3 Rhaphiolepis indica "Clara" India Hawthorn 3 feet 5 Gal. S-4 Pittosporum tobira "Variegata" Variegated Hawthorn 4 feet 5 Gal. S-5 Rhaphiolepis indica "majestic Beauty India Hawthorn 4 feet 5 Gal. S-6 Xylosma congestum "Compacta' Shiny Xylosma 4 feet 5 Gal. S-7 Pyracantha coccinea "Kasan" Fire Thom 4 feet 5 Gal. S-8 Myoporum "Pacificum" Prostrate Myoporum 4 feet 1 mal. S-9 Elaeagnus pungens Silverberry 4 feet 5 Gal. S-10 Acacia redolens Prostrate Acacia 4 feet 1-Gal. S-11 Rosdinarinus otticinalis Collingwood Rosemary s feet 5 Gal 'Collingwood Ingram" �.a 0 a c`n DESCRIPTION OF REVISIOD.* city Approved: N _U m E ; CITY OF RANCHO CUCAMONGA C" _— .— — TRACT: 13564 KEY MA Vhf NORTH-- � J CUy Eigh" �/` v R.C.E.No: _ \� D R.00mrrr.nd.d ►off r o 10 20 40 �c p M ROBERT GOTO bASSOCIATES Y 7j� LANDSCAPE ARCHITECTURE 3 �,I►l�� Drawn. Shoot 1020 calls Cordillera, Ste. 101 t �G San Clemente, CA. 92673 C NOTES PT-6 REFER TO SHEET PS-2 FOR SHRUB SPACING t,.&.d: Tel: (714) 366-9484 fir,,: REFER TO PLANTING O Fax: (714) 346-2444 20 JUL 98 REV: 2 SEP 1998 SHEET 35 OF 39 i i CITY OF RANCHO CUCAMONGA 5. Manufacturer's warranties shall not relieve the Contractor of his liabilityunder the writing to the City of Rancho Cucamonga at the conclusion of the project that this 2. Class 315 pipe shall be made from an NSF approved Type 1, Garde !, PVC PLANTING AND IRRIGATION SPECIFICATIONS guarantee. Such warranties shall only supplement the guarantee. service has been rendered. compound conforming to ASTM resin specification D 1784. All pope must meet B. RECORD DRAWINGS: requirements as set forth in Federal Specification PS-22-70, with an appropriate E. Equipment to be Furnished: standard dimension(S.D.R.) (Solvent-weld Pipe). SPRINKLER IRRIGATION SPECIFICATIONS 1. The Contractor shall provide and keep up-to-date a complete record set of blueline 1. Supply as a part of this contract the following tools: I ' for sizes 1-1/2"3. Pressure main line p and smaller shall be PVC Schedule 40 with ozalid prints which shall be corrected daily, showing every change from the original solvent welded joints. PART 1 -GENERAL Drawings and Specifications and the exact installed locations, sizes, and kinds of a. Two (2) sets of special tools required for removing, disassembling and equipment. Prints for this purpose may be obtained from the City of Rancho adjusting each type of sprinkler and valve supplied on this project. 4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1 PVC compound 1.01 DESCRIPTION Cucamonga at cost. This set of drawings shall be kept on the site and shall be used b. Two (2) four-foot valve keys for operation of gate valves. conformingASTM resin to specification D 1785. All pipe must meet requirements only as a record set. C. Two (2)keys for each automatic controller. as set forth in Federal Specification PS-21-70. A. Scope of Work: Provide all labor,materials,transportation,and services necessary to famish d. One (1) quick coupler key and matching hose swivel for every five (5) or and install the Irrigation System as shown on the Drawings and described herein. 2. The Contractor shall make neat and legible notations on the record drawing progress fraction thereof of each type of quick coupling valve installed. 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved conforming sheets daily as the work proceeds, showing the work as actually installed. For PP g to B. Standards: All work and materials shall comply with governing codes saf orders, example,should a piece of equipment be installed in a location that does not match ASTM test procedure D2466. p y g g � �' � p � p � p 2. The above mentioned equipment shall be turned over to the City at the conclusion standards, and regulations, and meet the minimum requirements of the Standard the plan,the Contractor must indicate that equipment has been relocated in a graphic of the project. Before final observation can occur, evidence that the City has 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings shall be of type Specifications For Public Works Construction(Green Book) latest edition. manner so as to match the original symbols as indicated in the irrigation legend. The received material must be shown to the City of Rancho Cucamonga. and installation methods prescribed by the manufacturer. relocated equipment and dimensions will then be transferred to the original record 1.02 QUALITY ASSURANCE& REQUIREMENTS drawing plan at the proper time. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING 7. All PVC pipe must bear the following markings: A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all 3. Before the date of the final observation,the Contractor shall transfer all information A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling, a. Manufacturer's name observations as required. from the "record drawing" prints to a sepia mylar or similar mylar material. loading,unloading, and storing PVC pipe and fittings. All PVC pipe shall be transported in b. Nominal pipe size Arrangements shall be made through the city for obtaining said sepia mylar or a vehicle which allows the length of pipe to lie flat so as not to subject it to under bending C. Schedule or class B. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be similar mylar material. All work shall be in waterproof India ink and applied to the or a concentrated external load at any point. Any section of pipe that has been dented or d. Pressure rating in P.S.I. followed in all cases where the manufacturers of articles used in this Contract famish mylar by a technical pen made expressly for use on mylar material. Such pen shall damaged will be discarded, and if installed, shall be replaced with newI directions covering points not shown in the Drawings and Specifications. be similar to those manufactured by Rapidograph, Kueffel&.Esser,or Faber Castell. p per' e. NSF (National Sanitation Foundation)approval The dimensions shall be made as to be easily readable even on the final controller f. Date of extrusion 1.05 SUBSTITUTIONS C. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations chart(see Section C). The original mylar "record drawing" plan shall be submitted 8. All fittings shall bear the manufacturer's name or trademark, material designation, governing or relating to any portion of this work are hereby incorporated into and made a to the City of Rancho Cucamonga for approval prior to the completion of the A. If the Contractor wishes to substitute anequipment or materials for the equipment or part of these Specifications, and their provisions shall be carried out by the Contractor. controller chart. ye9 P size,applicable I.P.S. schedule and NSF seal of approval. materials listed on the Drawings and Specifications,he may do so by providing the following Anything contained in these Specifications shall not be construed to conflict with any of the information to the City of Rancho Cucamonga for approval: C. PVC Non-Pressure Lateral Line Piping: above rules, regulations,or requirements of the same. However,when these Specifications 4. The Contractor shall dimension from two(2)permanent points of reference, such as and Drawings call for or describe materials, workmanship, or construction of a better building corners, sidewalk edges, road intersections, etc., the location of the l. Provide a statement indicating the reason for making the substitution. Use a separate 1. Non- quality, higher standard, or larger size than is required by the above rules and regulations, following items: pressure buried lateral line piping shall be PVC Schedule 40 with solvent-weld sheet of paper for each item to be submitted. joints when installed in planting areas. the provisions of these Specifications and Drawings shall take precedence.. a. Connection to existing water lines. 2. Provide descriptive catalog literature,performance charts and flow charts for each 2. Non-pressure lateral line piping installed under paved areas shall be PVC Schedule D. Explanation of Drawings: b. Connection to existing electrical power. item to be substituted. 40 with solvent welded joints. c. Gate valves. 1. Due to the Scale of the Drawings, it is not possible to indicate all offsets, fitting, d. Routing of sprinkler pressure lines(dimension max. 100'along routing). 3. Provide the amount of cost savings if the substituted item is approved. 3. Pipe shall be made from NSF approved, Type I, Grade II PVC compound sleeves,etc.,which may be required. The Contractor shall carefully investigate the e. Sprinkler control valves. conformingto ASTM resin structural and finished conditions affecting all of his work and plan his work f. Routing of control wiring and locations of all splice boxes. specification D 1784. All pipe must meet requirements B. The City of Rancho Cucamonga shall have the sole responsibility in accepting or rejecting set forth in Federal Specification PS-22-70 with an a ro riate standard dimension accordingly,furnished such fittings,etc.,as may be required to meet such conditions. g. Quick coupling valves. pP P any submittal item as an approved equal to the equipment and materials listed on the ratio. Drawings are generally diagrammatic and indicative of the work to be installed. The h. Stub-outs for future connections. Drawings and Specifications. work shall be installed in such a manner as to avoid conflicts between the irrigation i. Other related equipment as directed by the City of Rancho Cucamonga. 4. Ex as noted in Except paragraphs 1,2,and 3 of this section(2.01 B),all requirements for 1 3 5 7 system,planting and architectural features. 5. On or before the date of the final field observation, the Contractor shall deliver the 1.06 GUARANTEE corrected and completed sepias to the City of Rancho Cucamonga. Delivery of the 2. All work called for on the Drawings by notes or details such be furnished and sepias will not relieve the Contractor of the responsibility of furnishing required A. The guarantee for the irrigation system shall be made in accordance with the attached form. installed whether or not specifically mentioned in the specifications. information that may be omitted from the prints. The General Conditions and Supplementary Conditions of these Specifications shall be filed 3. The Contractor shall not willfully install the irrigation system as shown on the C. Controller Charts: with the City prior to acceptance of the irrigation system. Drawings when it is obvious in the field that obstructions, grade differences, or B. A copy of the Guarantee form shall be included in the operations and maintenance manual. discrepancies in area dimensions exist that might not have been considered in 1. As-builts drawings shall be approved by the City of Rancho Cucamonga before engineering. Such obstructions or differences should be brought to the attention of controller charts are prepared.Parte- C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the the City of Rancho Cucamonga. In the event this notification is not performed, the following information: Contractor shall assume full responsibility for any revision necessary. 2. Provide one controller chart for each controller sequence. GUARANTEE FOR IRRIGATION SYSTEM 1.03 SUBMITTALS 3. The chart shall show the area controlled by the automatic controller and shall be the maximum size which the controller door will allow. We hereby guarantee that the irrigation system we have furnished and installed is free from defects A. Material list: in materials and workmanship, and the work has been completed in accordance with the Drawings 4. The chart is to be a reduced drawing of the actual installed system. However,in the and Specifications,ordinary wear and tear,unusual abuse, or neglect excepted. We agree to repair 1. The Contractor shall furnish the articles,equipment,materials,or processes specified event the controller sequence is not legible when the drawing is reduced, it shall be or replace any defects m material or workmanship which may develop during the period of one year by name in the Drawings and Specifications. No substitution will be allowed without enlarged to a size that will be readable when reduced. from date of acceptance and also to repair or replace any damage resulting from the repairing or prior written approval by the City of Rancho Cucamonga. replacing of such defects at no additional costs to the City. We shall make such repairs orQ$�pE 5. The chart shall be a black line or blueline ozalid print and a different color shall be replacements within a reasonable time,as determined by the City,after receipt of written notice. In -.00�� 2. Complete material list shall be submitted prior to performing any work. Material list used to indicate the area of coverage for each station. the event of our failure to make such repairs or replacements within a reasonable time after receipt �� r shall include the manufacturer, model number, and description of all materials and of written notice from the City,we authorize the City to proceed to have said repairs or replacements equipment to be used. Although manufacturer and other information may be 6. When completed and approved,the chart shall be hermetically sealed between two made at our expense and we will pay the costs and charges therefore upon demand. different,the following is a guide to proper submittal format: pieces of plastic, each piece being a minimum 20 mils. * s 121 Item No. ion Manufacturer Model No. 7. These charts shall be completed and approved prior to the final field observation of PROJECT: � _ the irrigation system. LOCATION: OF Backflow Preventer Fcbco 825-Y-A r` _ Automatic Controller Calsense ET 1-24-DR D. Operation and Maintenance Manuals: SIGNED: rn o Master Valve Superior 3100 RCV N 4 Etc. Etc. Etc. 1. Prepare and deliver to the City of Rancho Cucamonga within ten calendar days prior ADDRESSED: DESCRIPTION OF REVISION: � cO to completion of construction, two hard-cover, three ring binders containing the Dow Approved: N Irrigation submittal must be specific and complete. All items must by listed and following information: PHONE: DATE OF ACCEPTANCE: CITY OF RANCHO CUCAMONGA should include solvent, primer, wire, connectors, valve, boxes, etc. No copies of v rn manufacturer's literature(catalog cuts)are required as submittal information. a. Index sheet which states Contractor's name, address, and telephone number, PART 2 - PRODUCTS ` and which lists each installed equipment and material item including names 3. and addresses of manufactures local representatives. TRACT: 13564 Equipment or materials installed or furnished without prior approval of the City of P 2.01 MATERIALS Rancho Cucamonga may be rejected and the Contractor may be required to remove b. Catalog and parts sheets on every material and equipment item installed such materials from the site at his own expense. under this Contract. A. General: Use only new materials of brands and types noted on drawings, specified herein, C. Guarantee statement. or approved equals. CONSTRUCTION SPECIFICATIONS 4. Approval of any item, alternative or substitute indicates only that the product or d. Complete operating and maintenance instructions on all major equipment. products apparently meet the requirements of the Drawings and Specifications on the B. PVC Pressure Main Line Pipe and Fittings: , basis of the information or samples submitted. 2. In addition to the above mentioned maintenance manuals, provide the City's maintenance personnel with instructions for major equipment and show evidence in 1. Pressure main line piping for sizes 2" and larger shall be PVC Class 315. '''pp1°"'d by ora.: CNr Eng1raw- R.C.E.No 2 4 6 Deelgn: M ROBERT GOTO drASSOCIATES LANDSCAPE ARCHITECTURE Drawn: SheeC --J-� C 1020 Call* Cordillera, Ste. 101 S-1 San Clemente, CA. 92673 Chedod: Tel: (714) 366-9458 Drp No: d� Fa..: (714) 366-2664 �G3-3 20 JUL 98 REV: 2 SEP 1998 SHEET 36 OF 39 non-pressure lateral line pipe and fittings shall be the same as for solvent-weld in trench without stress or stretching wire conductors. 2. All miscellaneous irrigation equipment shall be as specified or approved equal. C. Trenching and Backfill Under Paving: pressure main line pipe and fittings as set forth in suction 2.01 B of the Specifications. 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs,Rainbird PART 3 -EXECUTION 1. Trenches located under areas where paving, asphaltic concrete, or concrete will be D. Brass Pipe and Fittings: Snap-Tile wire connectors., or approved equal. Make only one splice with each installed,shall be backfilled with sand(a layer four(4) inches below the pipe and six connector sealing pack. 3.01 OBSERVATION OF SITE CONDITIONS (6)inches above the pipe)and compacted in layers to 95%compaction,using manual 1. Where indicated on the Drawings,use red brass screwed pipe conforming to Federal or mechanical tamping devices. Trenches for piping shall be compacted to equal the Specification#WW-P-351. 6. Field splices between the automatic controller and electric control valves will not be A. All scaled dimensions are approximate. The Contractor shall check and verify all size compaction of the existing adjacent undisturbed soil and shall be left in a firm allowed without prior approval of the City of Rancho Cucamonga. dimensions and receive approval from the City of Rancho Cucamonga prior to proceeding unyielding condition. All trenches shall be left flush with the adjoining grade. The 2. Fittings shall be red brass conforming to Federal Specification#WW-P-460. with work under this Section. Contractor shall set in place,cap and pressure test all piping under paving prior to the K. Automatic Controller: paving work. E. Copper Pipe and Fittings: B. Exercise extreme care in excavating and working near existing utilities. The Contractor shall 1. Automatic controller(s)shall be of size and type shown on the Drawings. be responsible for damages to utilities which are caused by his operations or neglect Check 2. Generally, piping under existing walks is done by jacking, boring, or hydraulic 1. Pipe: Type K,hard tempered. existing utilities drawings for existing utility locations. driving,but where any cutting or breaking of sidewalks and/or concrete is necessary, 2. Final location of automatic controller(s) shall be approved by the City of Rancho it shall be done and replaced by the Contractor as a part of the Contract cost. 2. Fittings: wrought copper, solder joint type. Cucamonga C. Coordinate installation of sprinkler materials including pipe,so there shall be no interference Permission to cut or break sidewalks and/or concrete shall be obtained from the City with utilities or other construction or difficulty in planting trees, shrubs,and ground covers. of Rancho Cucamonga No hydraulic driving will be permitted under concrete 3 Joints shall be soldered with silver solder,45%silver, 15%copper, 16%zinc, 24% 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each paving. cadmium, solidus at 1125° F,and liquidus at 1145' F. automatic controller location is to be furnished by others. The final electrical hook- D. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed up shall be the responsibility of the Contractor. before starting work on the irrigation system. 3. Refer to City Standard 120"Trench Repair" when within City streets susceptible to F. GateValves: traffic loads. L. Electric Control Valves: 3.02 PREPARATION 1. Ball Valves(1'/2" and smaller) D. Assemblies: 1. All electric control valves shall be the same size and type shown on the Drawings. A. Physical layout: a Ball valves shall be a 1251b SWP bronze valve with threaded ends and shall 1. Routing of sprinkler irrigation lines as indicated on the Drawings is diagrammatic. be equipped with a stainless steel handle. 2. All electric control valves shall have a manual flow adjustment 1. Prior to installation, the Contractor shall size stake out all pressure supply lines, Install lines(and various assemblies)in such a manner as to conform with the details b. Ball valves shall be Nibco T- 585-70-66 or approved equal. routing and location of sprinkler heads. in the Drawings. C. All Ball valves shall be installed per detail. 3. Provide and install one control valve box for each electric control valve. 2. All layout shall be approved by the City of Rancho Cucamonga prior to installation. 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its own 2. Resilient Wedge Gate Valve(2" and larger) M. Control Valve Boxes: outlet. B. Water Supply: a Resilient Wedge Gate valves shall be epoxy coated and equipped with a 2" 1. Use 10" x 10-3/4" round box for all gate valves. Carson Industries#910-12B with 3. Install all assemblies specified herein in accordance with respective detail. In operating nut. green bolt-down cover or approved equal. Extension sleeve shall be PVC with 1. The irrigation system shall be connected to water supply point(s)of connection as absence of detail drawings or Specifications pertaining to specific items required to b. Resilient Wedge Gate valves shall be No. 403 RT-RW as supplied by Watts minimum size of six(6)inches. indicated on the Drawings. complete work, perform such work in accordance with best standard practice with or approved equal. prior approval of City of Rancho Cucamonga C. All Resilient Wedge Gate valves shall be installed per detail. 2. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves. Carson 2. Connections shall be made at the approximate location(s) shown on the Drawings. Industries# 1419-12B with green bolt-down cover or approved equal. The Contractor is responsible for minor changes caused by actual site conditions. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust, and moisture before G. Quick Coupling Valves: installation. Installation and solvent welding methods shall be as recommended by 3. Use 6" diameter x 8-3/4" deep round plastic valve box for all quick coupling valves. C. Electrical Supply: the pipe and fitting manufacturer. 1. Quick coupling valves shall have a brass, two-piece body designed for working Carson Industries#608-12 with green flex-lock cover or approved equal. pressure of 150 P.S.I. 1. Electrical connections for any and all automatic controllers shall be made to electrical 5. On PVC to metal connections,the Contractor shall work the metal connections first. 4. Use 9-1/2"x 16"x 11" rectangular box for all electric control valves installed within point(s)of connection as indicated on the Drawings. Teflon tape or approved equal,shall be used on all threaded PVC to PVC,and on all 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type on-grade landscaped areas. Carson Industries # 1419-12B with green bolt-down threaded PVC to metal joints. Light wrench pressure is all that is required. Where shall be as shown on the Drawings. cover or approved equal. 2. Connections shall be made at the approximate location(s) shown on the Drawings. threaded PVC connections are required,use threaded PVC adapters into which the The Contractor is responsible for minor changes cause by actual site conditions. pipe may be solvent welded. 8 10 12 14 H. Backflow Prevention Units: 5. Use 10" x 10-1/4" round box for all quick coupling valves installed within on- 3.03 INSTALLATION structure landscaped areas. Carson Industries No. 910-12B with green bolt-down 1. Backflow prevention unit shall be of size and type indicated on the irrigation cover or approved equal. A. Trenching: drawings. Install backflow prevention units in accordance with the Drawings. N. Sprinkler Heads: 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy with to an even grade. Trenching excavation shall follow layout indicated on the 60 mesh monel screen and shall be similar to Bailey#I OOB or approved equal. 1. All sprinkler heads shall be of the same size, type, and deliver the same rate of Drawings and as noted. precipitation with the diameter(or radius)of throw,pressure,and discharge as shown 3. All pressure main line piping between the point of connection and the backflow on the Drawings and/or specified in these special provisions. 2. Provide for a minimum of twenty-four (24) inches cover for all irrigation lines preventer shall be installed as required by local code. The Contractor shall verify installed under paving or hardscaping. with the local governing body as to material type and installation procedures prior 2. Spray heads shall have a screw adjustment. to start of construction. Submit shop drawing for approval. 3. Provide for a minimum of twenty-four(24)inches cover for all pressure supply lines 3. Riser units shall be fabricated in accordance with the details shown on the drawings. of three(3) inches or larger in diameter. I. Check Valves: 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the 4. Provide for a minimum of eighteen(18)inches cover for all pressure supply lines of 1. Swing check valves 2"and smaller shall be 200 pound W.O.G. bronze construction sprinkler body. two and one half(2'/2") inches or smaller with replaceable composition, neoprene, or rubber disc and shall meet or exceed Federal Specification WW-V-51D, Class A, Type IV. 5. All sprinkler heads of the same type shall be the same manufacturer. 5. Provide for a minimum of twelve(12) inches for all non-pressure lines. f 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread O. Sleeving: 6. Provide for a minimum cover of eighteen(18) inches for all control wiring. 00 inlet and outlet Internal parts shall be stainless steel and neoprene. Anti-drain valve 1,,. �► shall be field adjustable drawout from 5 to 40 feet of head. Anti-drain valve 1. Sl 7. Refer to Ci Standard 120 "Trench Repair- when within Ci streets susceptible to 1 age eeving under hardscape or paved areas for mainline, lateral lines or control wiring City epair City shall be similar to the Valcon"ADV" or approved equal. shall be Schedule 40 P.V.C. or approved equal. traffic loads. assrow DM J. Control Wiring: P. Vandal Resistant Controller Enclosure: B. Backfilling: d}� 16.!1_31r �! 1. Except as noted otherwise, connections between the automatic controllers and the 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and 1. The trenches shall not be backfilled until all required tests are performed. Trenches electric control valves shall be made with direct burial copper wire AWG-U.F. 600 Irrigation Detail sheet shall be carefully backfilled with the excavated materials approved for backfilling, A volt Control wiring installed in control wire conduit within structure shall be made consisting of earth, loam, sandy clay, sand, or other approved materials, free from o with AWG-TW solid copper wire. Pilot wires shall be a different color wire for each 2. A backboard shall be secured to the controller enclosure housing to provide a base large clods of earth or stones. Backfill shall be mechanically compacted in c`i automatic controller. Common wires shall be white with a different color stripe for for mounting the automatic sprinkler controller and terminal strip. landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. aly 4 each automatic controller. Install in accordance with valve manufacturer's Backfill will conform to adjacent grades without dips, sunken areas,humps or other DESCRIPTION REVISION: DaW AX N specifications and wire chart. In no case shall wire size be less than#14. 3. A 117 volt duplex box shall be provided with an On/Off switch, and a 117 volt surface irregularities. receptacle. Metal conduit shall run from the 117 volt supply to the controller CITY OF RANCHO CUCAMONGA 2. Wiring shall occupy the same trench and shall be installed along the same route as housing. All power within the housing shall be properly phased. 2. A fine granular material backfill will be initially placed on all lines. No foreign - pressure supply or lateral lines wherever possible. matter larger than one-half('/2) inch in size will be permitted in the initial backfill. TRACT: 1.3564 4. A terminal strip shall be provided,clearly indicating the proper points of connection 3. Where more than one(1)wire is placed in a trench,the wiring shall be taped together of all appropriate wiring(station valves,master valve,common,central control). 3. Flooding of trenches will be permitted only with approval of the City of Rancho at intervals of fifteen(15)feet. Cucamonga • 4. An expansion curl shall be provided within three (3) feet of each wire connection. Q. Miscellaneous Irrigation Equipment: 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, CONSTRUCTION SPECIFICATIONS Expansion curl shall be of sufficient length at each splice connection at each electric 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation lawn, planting, or other construction are necessary, the Contractor shall make all control valve, so that in case of repair, the valve bonnet may be brought to the equipment required adjustments without cost to the City. , surface without disconnecting the control wires. Control wires shall be laid loosely "DYiO°r // •% o.w 1110, TO Cyr E G RCE O 9 11 13 �M ROBERT GOTO drASSOCIATES Reml� � LANDSCAPE ARCHITECTURE 4;9= 0� Shest G 1020 Calls Cordillera, Sto. 101 S-2 San Clemente, CA. 92673 • Tel: (714) 366-9456 DMA11glib. Fax: (714) 366-2664 20 JUL 98 REV: 2 SEP 1998 SHEET 37 OF 39. E. Line Clearance: rove watertight. All work which is determined b inspection to be defective in its construction or deficient in an of P $h • as any other sections related to the installation,per and post installation of concrete work, materials, y � pecti y 1. All lines shall have a minimum clearance of six 6 inches from each other and labor,and clean-up. The Standard Specifications for Public Works Construction is available from: the requirements of the plans and specifications, shall be remedied or removed, and replaced by the ( ) Note: Testing of pressure main lines shall occur prior to installation of the electric Contractor at his own expense in a manner acceptable to the Landscape Architect and City. twelve (12) inches from lines of other trades,with the exception of the control wire control valves. BI Building News sleeve(s)which shall be installed adjacent to pressure supply line. Parallel lines shall 3055 Overland Avenue 1.06 Inspections: not be installed directly over one another. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds Los Angeles,CA 90034 F. Automatic Controller Assembly: Per square inch and proven watertight prior to paving. (310) 202-7775 The Contractor shall arrange for inspections by notifying the Landscape Architect, City and governing authorities,24 hours prior to time of inspection,unless otherwise noted. Inspections shall 4. Sustain pressure in lines for not less than six (6) hours. If leaks develop, replace 1.02 Scope be as listed below, but not necessarily in this order. Only the inspection pertaining to the project Install as per manufacturer's instructions. Remote control valves shall be connected to joints and repeat test until entire system is proven watertight. scope of work will apply: controller in numerical sequence as shown on the Drawings. Furnish and install all concrete work complete as indicated on the drawings or as specified, 5. All hydrostatic tests shall be made only in the presence of the General Contractor and including,but not limited to the following: Rough Grading. G. High Voltage Wiring for Automatic Controller: the City of Rancho Cucamonga. No pipe shall be backfilled until it has been Drain Lines and Catch Basins. observed, tested, and approved in writing. A. Furnish and set all reinforcing steel,bolts, and anchors. Irrigations (main line pressure, coverage& system operations test). 1. 120 volt power connection to the automatic controller shall be provided by the Soil Preparation and Finish Grading. Contractor. 6. Furnish necessary Yforce pump and all other test equipment. B. Install all items required by other trades which are to be cast into concrete. Plant Materia) (delivery & placement). Substantial Completion Inspection(at completion of landscape improvements) - 7 Days. 2. All electrical work shall conform to local codes, ordinances, and union authorities 7. When the irrigation system is completed, perform a coverage test in the presence of C. Concrete mow strips,footings for walls, fencing,posts, benches, etc., where applicable. Final Inspection(after maintenance period)- 7 days. having jurisdiction. the City of Rancho Cucamonga to determine if the water coverage for planting areas is complete and adequate. Furnish all materials and perform all work required to 1.03 Protection The contractor shall arrange a Preconstruction job conference with the Landscape Architect and City H. Remote Control Valves: correct any inadequacies uacies of coverage $ , due to deviations from the Drawings, or where a minimum of seven(7)days prior to the beginning work. the system has been willfully installed as indicated on the Drawings when it is All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. Barricade shall 1. Install where shown on the Drawings. Where grouped together, allow at least twelve obviously inadequate, without bringing this to the attention of the City of Rancho be placed imediately after concrete finishing. Contractor shall furnish, place and remove all of his 1.07 Guaranties: (12) inches between adjacent valve boxes. Install each remote control valve in a Cucamonga. This test shall be accomplished before any ground cover is planted. own barricades. Contractor shall be responsible for any damage to new construction and separate valve box. replacement or repair of the work shall be made without added cost to the City. A. Plant Materials: All trees,shrubs,ground cover;bedding plants and lawn shall be guaranteed 8. Upon completion of each phase of work, the entire system shall be tested and from date of final acceptance of landscape construction for periods as follows: I. Flushing of System: adjusted to meet site requirements. 1.04 Clean-up Trees 24" box& larger 1 year 1. After all new sprinkler pipe lines and risers are in place and connected, all necessary 3.07 MAINTENANCE diversion work has been completed,and prior to installation of sprinkler heads, the Upon completion of all concrete work and before final acceptance, the Contractor shall remove all Trees 15 gal. & smaller 1 year control valves shalt be opened and full head of water used to flush out the system. tools, surplus materials,apparatus,debris,etc. from the site and the site shall be left in a clean, neat Shrubs All sins 120 days Y A. The entire irrigation system shall be under full automatic operation for a period of seven(7) condition acceptable to the City. Ground Cover 120 days days prior to any planting. Bedding Plant 120 days 2. Sprinkler heads shall be installed only after flushing of the system has been PLANTING SPECIFICATIONS Lawn(sod) 120 days accomplished to the complete satisfaction of the city of Rancho Cucamonga. B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period. Lawn(seed) 120 days from first mowing J. Sprinkler Heads: PART 1 -GENERAL 3.08 CLEAN-UP Guarantees begin after the project acceptance by City and at the end of the 180-day 1. Install the sprinkler designated 1.01 Scope of Work: maintenance period. Landscape Contractor shall replace and plant all materials which have died sprinkl heads as gnated on the Drawings. Sprinkler heads to be Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed within the time span stated above, at no cost and within 5 days from receiving written notice from installed in this work shall be equivalent in all respects to those itemized. from the site,all walks and paving shall be bloomed or washed down,and ane sustained on Contractor shall provide all materials, labor and equipment incidental to and necessary for the Landscape Architect or Ci If dead material is not replaced and lanted within the 5 da y tea$ P �'Y Pe h'• P Y the work of others shall be repaired to its original condition. completing all work, as indicated on the drawings, as reasonably implied, or as delineated in the period,City may replace dead material with new material and charge the Landscape Contractor for 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. In no Specifications as follows. all expenses incurred. case shall the spacing exceed the maximum recommended by the manufacturer. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE 3.04 TEMPORARY REPAIRS 1.02 Standards: B. Construction Materials: The contractor shall guarantee all workmanship and materials for A. The Contractor shall operate each system in its entirety for the City of Rancho Cucamonga all site development, for a period of one year from date of final acceptance of project. 15 17 19 21 The City reserves the right to make temporary repairs as necessary to keep the sprinkler system at time of final observation. Any items deemed not acceptable by the City of Rancho All work and materials shall comply with governing codes,safety orders,standards,and regulations, equipment in operating condition. The exercise of this right by the City shall not relieve the Cucamonga shall be reworked to the complete satisfaction of the City of Rancho and meet the minimum requirements of the Standard Specifications For Public Works Construction Contractor of his responsibilities under the terms of the guarantee as herein specified. Cucamonga. (Green Book) latest edition. 3.05 EXISTING TREES B. The Contractor shall show evidence to the City of Rancho Cucamonga that the City has 1.03 Quality Assurance: received all accessories,charts,record drawings,and equipment as required before final site Where it is necessaryto excavate adjacent to existing trees the Contractor shall use all observation can occur. performing Development work,must be licensed in accordance with the J $ possible care A. All Contractors o Site to avoid injury to trees and tree roots. Excavation in arras where two(2) inch and larger roots occur laws of the State of California. shall be done by hand. All roots two (2) inches and larger in diameter, except directly in the path 3.10 SITE OBSERVATION SCHEDULE of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in advance and Material Suppliers expected to be employed during the course of construction. than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, for the following observation meetings, according to the time indicated: making clean cuts through. Roots one(1)inch and larger in diameter shall be painted with two coats C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, of Tree Seal,or equal. Trenches adjacent to tree should be closed within twenty-four(24)hours;and 1. Pre-Job Conference- 7 days during entire course of the Construction Contract. The amount of insurance shall be where this is not possible,the side of the trench adjacent to the tree shall be kept shaded with burlap determined by City. or canvas. 2. Pressure supply line installation- 24 hours D. Prior to start of site development work,the Contractor shall notify the Landscape Architect 3.06 FIELD QUALITY CONTROL 3. Lateral line and sprinkler installation -24 hours and City to give starting and completion dates. Contractor shall also supply the Landscape A. Adjustment of the System: 4. Automatic controller installation- 24 hours Architect and City with the name and telephone number of the person in charge of the work. E 1.04 Responsibilities and Coordination: 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance 5. Control wire installation-24 hours and to prevent ov onto walks, roadways, and buildings as much as possible. -' Pr's' �PmY Y $ Po A. Permits: The Contractor shall obtain and pay for all permits and inspections required by 6. Pressure supply line and lateral line testing-48 hours governing authorities for the work to be performed. * 12-31-44 2. If it is determined that adjustments in the irrigation equipment will provide proper J R newgD&W and more adequate coverage, the Contractor shall make such adjustments prior to 7. Coverage test-48 hours B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on ` -! DOW� planting. Adjustments may also include changes in nozzle sizes and degrees of arc the plans at the site prior to commencement of any work under this contract. The Contractor as required. 8. Final observation- 7 days shall verify the location and depth of all underground utilities prior to start of work. rn 3. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten B. When observations have been conducted other than the City of Rancho Cucamonga, show C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all LO (10)days after notification by the City. evidence in writing of when and by whom these observations were made. temporary utilities such as water, electrical power and gas as required by him for the `r construction of the project. Temporary services shall be coordinated with the City and other DESCRIPTION OF REVISION: Dow , �: c° 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise C. No site observations will continence without "As-Built" record drawings. The contractor contractors on the job site. `� designated on the Drawings. shall not call for a site visit without "As-Built" record drawings, without completing CITY OF RANCHO CUCAMONGA o previously noted corrections,or without preparing the system for said visit. D. Survey,Reference Points, and Elevations: The Contractor is responsible for establishing all °' 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so that surveys, reference points and elevations required by him, and shown on plans for proper each lateral operates at design pressure. CONCRETE SPECIFICATIONS execution of site construction. TRACT: 13,564 B. Testing of Irrigation System: PART 1 GENERAL E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required by him for the construction of the project. All temporary traffic barriers and detours shall 1. The Contractor shall request the presence of the City of Rancho Cucamonga in 1.01 Description conform to all conditions required by the City or governing authorities. CONSTRUCTION SPECIFICATIONS writing at least 48 hours in advance of testing. For concrete information refer to the Standard Specifications for Public Works Construction (Green 1.05 Defective and Unauthorized Work: 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch and Book: Edition per the City of Rancho Cucamonga). Refer to Sections 4,201, 303,and 400,as well Approved by M ft: Lle, It �� t] City ErpkwK Q� KC.E.No: 16 18 , UJ 20 ROBERT GOTO&ASSOCIATES LANDSCAPE ARCHITECTURE Dr wW m. Sheet G 1020 Calle Cordillera, Ste. 101 S-3 o a San Clemente, CA. 92673 a Chocked: Tel: (714) 366-9458 Drv** No: F- y� Fax: (714) 366-2884 ,4Fzu f< W m 20 JUL 98 REV: 2 SEP 1998 SHEET 38 OF 39 PART 7 - LANDSCAPE MAINTENANCE 7.01 Scope of Work: The above soil conditioning are minimal qualities only and should be used only for bidding se, 5.03 Ground Cover: 1.08 Material and Labor Releases: �8 q Y Y �g P� because soil conditions may change drastically from the time these specifications were developed Provide all materials, labor and equipment necessary for, or incidental to, performing all Upon completion of the work,the Contractor shall present to the City,signed copies of all labor and to the time the actual soil conditioning take place. Therefore, the Contractor shall obtain his own Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be maintenance requirements as reasonably implied or as delineated in the specifications including,but materials releases for all work performed under Site Development. soils analysis at a rate of one per every 25,000 square feet of planted area. These soil tests shall be established and well rooted in flats or similar containers. not limited to the following: conducted by an approved Agronomic soils testing laboratory approved by the project Landscape 1.09 Disposal and Clean-up: Architect and City. Copies of the soil test to be provided during the Pre-construction job conference. 5.04 Mulch: Maintain all plants and planted areas. Keep planted areas free of weeds and debris. Remove all waste materials(including excavated material classified as unacceptable soil material), 3.05 Finish Grading: Mulch: Shall be of compacted wood chip fiber. Prune trees and shrubs. trash and debris generated or encountered during the course of landscape construction,and legally Fertilized all plants and planted areas. dispose of it. During the course of the work, remove surplus materials from the site and leave After rototilling operations are complete,grade areas to establish finish grades for planting. All flow 5.05 Coordination: Irrigation. premises in a neat and clean condition. Clean up and remove all remaining debris and surplus lines shall be maintained and proper tolerances shall be met after settlement at the end of the project Insecticide spraying. materials upon completion of work, leaving the premises neat and clean. The site shall be cleaned maintenance period. A. Do not have plants delivered to the job site until site conditions are ready for planting. If upon the request of the inspector. planting is delayed,keep plant roots moist and place in a sheltered location protected from 7.02 Fertilizers: Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. the sun,wind and other damaging elements. PART 2 -EXECUTION A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power 3.06 Coordination: B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to Controlled Release Nitrogen,as designated herein,or approved substitute as required by the 2.01 Protection: bedding plants and ground cover planting. Agronomic soils report. Available from Gro Power(909)393-3744. Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be Weed abatement work shall be coordinated with the installation of the irrigation system rototilling allowed to dry out. Bare root stock shall be separated and heeled-in, in most earth or other suitable and soil amendment work, and planting. (See Weed Abatement section). 5.06 Installation: B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and 24% sulfur material until planting. Balled and burlapped plants shall have root ball covered with moist sawdust, and shall be registered as an agricultural miner,with the State Department of Agriculture in wood chips or other suitable material until planting. PART 4 -TREES AND SHRUBS Plant ground cover and bedding plants in moist soil and space as indicated on plans. compliance with Article 2 - "Fertilizer Materials," Section 1030 of the Agricultural Code. 2.02 Installation: 4.01 Scope of Work: Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. 7.03 General: Soil moisture shall be such that soil does not crumble when removing plants from container. Detailed layout of plants within the planting areas shall be performed by Contractor and approved Provide all material,equipment,and labor necessary to install all trees and shrubs as shown on plans, Maintenance shall start immediately after landscape irrigation and planting. by the Landscape Architect and City prior to planting. as reasonably implied and as delineated in the specifications. Regrade planter areas after planting, to restore smooth finish grade and to insure proper surface drainage. A 4" layer of mulch material shall be spread over the entire planter area after grade is Maintain all plants and planted areas on a continuous basis as they are installed during the progress Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the 4.02 Products established. Watering shall begin immediately after mulching. (Grading shall accommodate the of the work,and continue to maintain them until final acceptance of total project. Replace any dead following mixture: A. Nomenclature-Plant names indicated on the drawings conform the"Standard Plant Names" mulch) or dying plants as directed by the Landscape Architect and City representative. established by the American Joint Committee on Horticulture. Except for names covered Native, On-Site Soil with rock no greater than 3" in diameter therein,the established custom of the nursery is followed. 5.07 Protection: A. Irrigation: Operate irrigation system on an established program to maintain all plants and Gro Power Plus, 5-3-1 151bs/cy planted areas in a healthy condition. Irrigation system run-off shall be kept to a minimum. Iron Sulfate 2 lbs/cy B. Condition - Plants shall be symmetrical, typical for variety and species, sound, healthy, Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. Damage to irrigation system resulting from maintenance and equipment and/or maintenance vigorous,free from plant disease,insect pests, or their eggs,and shall have healthy,normal personnel,shall be restored to its original condition at no cost to the City. Failure of any part (To be used for bidding purposes only,verify with Agronomic Soils Test.) root systems, well-filling their container, buy not to the point of being root bound. Plants PART 6- WEED ABATEMENT of the irrigation system shall be brought to the attention of the City. No repairs other than shall not be pruned at anytime, and in no case shall trees be topped. emergency repairs shall be accomplished without written permission from the City. After backfilling, construct a 3" earthen berm to form watering basin around each plant, to allow 6.01 Scope of Work: thorough water-in and establishment. C. Trees and shrubs shall be growing at a recognized nursery in accordance with good B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at horticulture practices and shall be of the size and caliper normally associated with the Provide all material, equipment, and labor necessary to perform all work as indicated on plans,as intervals not to exceed 10 calendar days. Prior to installation of turf and ground cover, remove water basins from around trees and shrubs. container size specified on plans. Removal of all tags, labels, nursery stakes and ties from reasonably implied,and as delineated in the specifications. Berms in turf areas to be removed prior to City acceptance. all plant material prohibited until the approval of the Landscape Architect or City. The Contractor may elect to remove such concentrations of weeds manually or by an 6.02 Quality Assurance: PART 3 - SOIL PREPARATION AND FINISH GRADING D. All plant material delivered to the site showing signs of damage or disease or is insufficient 28 in size to carry out the intent of the planting plan will not accepted and will be replaced at A. The Applicator of all weed control materials shall be licensed by the State of California as approved herbicide program. 22 24 26 C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as may become necessary thereafter by an approved method of pest control,to keep all plants and planted areas free of insects and disease. Method shall be reviewed by the City prior to any applications. Pest Control shall include Gopher control. D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of maintenance program and continue to prune plants as directed or as may become necessary until the end of the maintenance program. 3.01 Scope of Work: Contractor's expense. a Pest Control Operator and a Pest Control Advisor in addition to any subcontractor licenses that are required. Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as A. Provide all materials and equipment, and perform all work necessary for and incidental to E. Sizes of Plants-Shall be as stated on the Plan. Container stock(1-gallon, 5-gallon,and 15- necessary to achieve and overall even appearance. Exterminate gophers and moles; repair the soil preparation and finish grading of all planting and lawn areas as shown on plans,as gallon) shall have been grown in containers for at least one (1)year, but not over two (2) B. All materials and methods must conform to Federal, State,and Local Regulations. damage- reasonably implied,or as delineated in the specifications. years. 6.03 Submittal: PART 8 -ACCEPTANCE OF PROJECT B. Furnishing,placement and grading,of topsoil for backfilling of planters if required. F. Substitutions - Substitutions for indicated plant material will be permitted provided the substitute materials are approved in advance by the City, and are made at no additional cost Prior to the installation of any weed control materials,the Landscape Contractor shall submit to the 8.01 General: C. Cleaning and finish grading of planters areas and planting areas. to the City. Except for authorized variations, all substitute plant materials shall conform to Landscape Architect/City a list of the weed control materials and quantities per acre intended for use the requirements of these specifications. in controlling the weed types prevalent and expected on the site, as supplied by the Pest Control Upon completion of installation,a maintenance period of a minimum of 180 days for all landscaped areas 3.02 Topsoil: Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape Architect and is required prior to final acceptance of the work by the City. The Commencement date for the maintenance G. Plants Not Approved - Plants not approved are to be removed from site immediately and City data to demonstrate the compatibility of the weed control materials and methods with the period shall commence upon written approval for all phases of planting installation by the City Public Works A. Existing on-site soils listed as'acceptable'under'Site Grading'specification. replaced with suitable plants. The City reserves the right to reject entire lots of plants intended planting and seed varieties present. Inspector. Maintenance period shall be adequate to verify plant characteristics and establishment. represented by defected samples. B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be sandy 6.04 Responsibility and Coordination: A. Two inspections shall be made that affect the establishment period: The first after all textured. Silt plus clay content of this soil shall be no greater than 15% by weight. The H. Stake all trees, as per details immediately after planting to prevent wind damage. plantings have been completely installed in order to approve the beginning of the boron content of this soil shall be no greater than 1 part per million as measured on the A. Landscape Contractor is responsible for the erection of all signs and barriers required to establishment period,and the second at the end of the establishment period. If plantings are saturation extract. The sodium absorption ratio(SAR)shall not exceed 3.0 millimohos per I. Plant trees that are to be located in lawn or ground cover areas after finish grades are first prevent intrusion into the treated areas and to notify the public. not acceptable at the end of the 180 day period,due to defective maintenance,then continue centimeter at 25 C. In order to ensure conformance, samples of the imported soil shall be established and allow at least 7 calendar days prior to installation of said lawns or ground establishment until all work meets with the Specifications and can be approved. submitted to an agronomic soils testing laboratory, approved by the project Landscape cover to provide for thorough watering of trees. All planting holes shall be excavated as B. No material or methods shall affect the landscape planting or hydroseed germination. No Architect for analysis prior to use. Result of testing to be delivered to City for approval. defined on appropriate details. material or method shall render the job site unusable for more than 10 days from date of B. At termination of establishment period all plant material shall be live,healthy, undamaged, Soil test to include analysis and recommendations. application. and free of infestation. Inferior plantings shall be replaced and brought to a satisfactory 4.03 Soil Amendments: condition before final acceptance of work will be made. All areas shall be neatly raked and 3.03 Soil Amendments: 6.05 Non-Selective Herbicides: free of weeds. Soil amendments shall be as recommended in the Agronomic soils report All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report furnished Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the by the Contractor 4.04 Trees Stakes: Pest Control Advisor) rn 3.04 Soil Preparation: Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further 6.06 Selective Herbicides: U0 information. MY All work on irrigation system shall be complete and inspected for recommended approval and, fine Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest DESCRIPTION OF REVISION: `D N grading completed,prior to rototilling and prior to soil amendment work. PART 5 -GROUND COVER AND BEDDING PLANTS Control Advisor) Dab: App10�1Aa ° After rough grades have been established, prepare all lawn and planting areas by tilling or cross 5.01 Scope'of Work: 6.07 Weed Eradication: CITY OF RANCHO CUCAMONGA L ripping to a depth of 12". All rock and debris more than 2" in diameter shall be removed from the BRENTWOOD ESTATES FOR: site, except for areas that are to be sodded, in which all rock and debris more than 1" in diameter Provide all materials and equipment and perform all work necessary for and incidental to installing If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in the planting STANDARD PACIFIC HONES shall be removed. all ground cover and bedding plants,as shown on plans,as reasonably implied,or delineated in the areas will require control prior to removal, spray these areas per Pest Control Advisor's specifications. recommendations. Apply , spread, and rototil 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 5.02 Bedding Plants: A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious CONSTRUCTION SPECIFICATIONS each 1,000 square feet of planting area: materials from planting areas. Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, and of ol ' 4 cubic yards of nitrolized Redwood or Fir shaving or equal. the species and variety shown on plans. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1" -2"below Appwnd by - Dab: 200 lbs. of Gro-Power or approved equalthe surface of the soil. Physically remove all weeds from the site. atr Ergh. l/' i r'CGLN ,�G [.� R.C.E.No: �23 25 27 r,o�' DM%W ROBERT GOTO lirASSOCIATES � em LANDSCAPE ARCHITECTUREWe v wy 12-31-44 a � *,w,rDift * /Q� 1020 Calls Cordillera. Ste. 101 S-4 San Clemente, CA. $2673 mad Tel: (714) 366-9458 DMV*eNW OFC►►�\ d� Fax: (714) 366-28114 20 JUL 98 REV: 2 SEP 1998 SHEET 39 OF 39