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HomeMy WebLinkAbout1820-L DEVELOPER A P AR. I4 PL LANDcE P' ,I I I E, G I U A "M11" AN TRACT 16239 DIVERSIFIED PACIFIC DEVELOPMENT GROUP 10621 CIVIC CENTER DRIVE, 2nd FLOOR RANCHO CUCAMONGA, CA 91730 LAND %c,too-)4CAPF MAINTENANCE DISTRICT NO . 2 PHONE (909) 481 -1150 FAX (909) 481 -1154 CONTACT: PHIL BURUM MILLIKEN AVENUE n/o BASELINE ROAD, BASELINE ROAD e/o MILLIKEN AVENUE, ELLENA WEST n/o BASELINE ROAD VICINITY MAP GENERAL NOTES SHEET INDEX L-1 TITLE SHEET L-2 CONSTRUCTION PLAN L-3 CONSTRUCTION PLAN I i re25 GENERAL NOTES: L-4 CONSTRUCTION DETAILS r� �a s ,�� THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING L-5 IRRIGATION PLAN AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION CRITERIA: OF THE LANDSCAPE ARCHITECT AND THE CITY. L-6 IRRIGATION PLAN ` '$ "C,w ° BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB ` t s ��s. �"� i • 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY AREAS 8'WIDE X 6°DEEP CONCRETE HEADERS - 4 µ° L-7 IRRIGATION DETAILS 9p� '�' ENGINEER PRIOR TO COMMENCING ANY WORK. • BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTE- i NANCE 8'WIDE X 6"DEEP CONCRETE HEADERS L-8 PLANTING PLAN 3 ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY BETWEEN CITY-MAINTAINED G.C.AND ANY PRIVATE-MAINTE i 7A STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR NANCE 6'WIDE X 6'DEEP CONCRETE HEADERS F st MC PUBLIC WORKS CONSTRUCTION. BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE- e ° 6'WIDE X 6' DEEP CONCRETE HEADERS L-9 PLANTING PLAN t' ' 4. 3'1 ` THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR { 1f! 'W.�r �a WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC 13. MEANDERING SIDEWALK LAYOUT,WHERE SHOWN, IS CONCEPTUAL L-1 O PLANTING DETAILS \ ,� LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE 6 "+T3!; �K:� f a ', a �;3"x LAW. MADE IN THE FIELD,AD ADJUSTED AS NECESSARY TO MEET FIELDZmm L-11 IRRIGATION SPECIFICATIONS CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION AND PROJECT PLANNER,PRIOR TO FINAL CONSTRUCTION. L-12 PLANTING SPECIFICATIONS �:� x 3 •t WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE sr U r<• n GD�t M " 3ti ALERT AT 1-800-422-4133 TWO WORKING DAYS PRIOR TO 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE av a tea_.°' CONSTRUCTION. FOLLOWING CRITERIA' i ' � 'o TIN 6 AT THE CONCLUSION OF ROUGH GRADING.AN AGRONOMIC SOILS PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. 1< S ' - .0 'ti µ� �• B` cFs W~ REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR,AND ALL PRIOR TO TPE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC r,lg RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. — - ♦f �k'. 4,!t .d +�y3''.»i: '�.E ,�i_esfr,'rs,r"hest'"' _ c K JtAl AMENDMENTRECOMMENDATIONS SHOWN ON THE PLANS, ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY .� b_ TF wf..f..'�!►a,�, V,•'4�$. "'TTTT -' q.�.¢fi'' •- ,4,., •i° •..'+6 :. �`•' Q�•�� I,y ; ". j w - A D •y� 7. REQUIRE BACKFILL SOIL AMENDMENTS. AS DETERMINED BY THE WALL FOOTINGS AND REINFORCING G « sP SHALL NOT BE LOCATED CITY INSPECTOR. ' c . WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND • 6 ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND rt-01..e3 ►WIV STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ACCEPTANCE BY THE ENGINEERING DIVISION. ENGINEER. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT .__:. --. ' PLANS ONLY. « 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 15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. PROJECT LOCATION 9• UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIOD JAMES FREI SHALL COMMENCE,AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED,AN B. GENERAL TELEPHONE (818)969-7911 Q ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS)SHALL 0COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER C. SOUTHERN CALIFORNIA GAS COMPANY VERIFICATION OF LEAF-OUT, FALL COLOR,FLOWER COLOR, (800)483-3000 OVERALL PLANT HEALTH,AND WITH CITY COUNCIL ACCEPTANCE OF D. CUCAMONGA COUNTY WATER DISTRICT N.T.S. THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, 9641 SAN BERNARDINO ROAD (800)427-2200 WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS RANCHO CUCAMONGA.CA 91730 WHICH SETTLE BELOW GRADE,FERTILIZING,AND APPLYING SUCH (909)967-2591 SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. E. METROPOLITAN WATER DISTRICT MAINTENANCE RESPONSIBILITY MAP MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CONSULTANTS CLEANING,AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION F. COMCAST SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, DUPONTST. (909)593-7474 REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE (PORTION OF RED HILL) CITY. ONTARIO CA 9 762 ' 19 9 8 0 9 3-9 895 I• '<7 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED G. MARKS CABL EVISION CIVIL ENGINEER f PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. FOOTHILL BLVD.#120 L A N D S C A P E RECOMMENDATION. RANCHO CUCAMONGA,CA 91730 SB&O Inc. (aoo)566-2757 ARCHITECTURE 9007 ARROW ROUTE, SUITE 120 CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE H. SOUTHERN CALIFORNIA EDISON COMPANY � TI. DIRECTION ON OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 7951 REDWOOD AVE. SITE PLANNING RANCHO CUCAMONGA, CA 91730 f, I 760-438-0525. FONTANA,CA 92336 .. i (909) 948-3450 (800)655-4555 10621 Church Street CONTACT: DON BROOKS 4 Suite 106 a 1 Rancho Cucamonga 9 CA 91730 I � I (909) 4 84 -2 800 Ail F 4 4-ax (9091 8 2802 4 rt._ . Mchard Krum':,ripde I CA Lic. 4?9?4 AZ Lic # 29115 ¢:1 I NV Lic. # 4,IR W - SEE SHEETS L-2, L-5, & L-8 ' LANDSCAPE QUANTITIES W C� � I� . fi ^� 10 V,00 t ARBORCREST DR. Wt � 'ter- MILLIKEN AVENUE QTY. SIZE BASELINE ROAD QTY. SIZE TREES TREES (� DESCRIPTION OF REVISION J T:� Lagerstroemia indica 'Muskogee' Crape Myrtle 1 24"Box Pinus canariensis Canary Island Pine 8 15 gallon DATE APPROVED ... Cinnamomum amphora Camphor Tree 24 15 gallon Uquidambar styracrflua 'Festival' American Sweet Gum 1 24"Box � CITY o f RANCHO C Pinus canariensis Canary Island Pine 13 15 gallon Magnolia grandiflora'St. Mary' St. Mary Magnolia 44 15 gallon 171 l SHRUB AREA 1 4 FT. TRACT 16239 r 5,3 8 SQ SHRUB AREA 11.999 SO. FT. O COBBLESTONE AREA 9.254 SQ FT. COBBLESTONE AREA 7,844 SQ FT, O LANDSCAPE IMPROVEMENTS I _�= LLIAMS RIDGE DR 1 � SC OVEMENTS Wl CONCRETE CREDIT AREA 1.388 SQ FT. CONCRETE CREDIT AREA 862 SO FT. MILLIKEN AVENUE n/o BASELINE ROAD, I---t BASELINE ROAD e/o MILLIKEN AVENUE, "�A� 1� TOTAL AREA 33,146 SQ. FT. 0.76 ACRES TOTAL AREA 24,030 SQ, FT. 0.55 ACRES ELLENA WEST n/o BASELINE ROAD SEE SHEETS L-3, L-6, & L-9 �N `` °s MILLIKEN AVENUE MEDIAN QTY. SIZE ELLENA WEST QTY. SIZE TITLE SHEET !. . - �1! 4 .`° , '`� TREES TRE s APF'R OVE D BY. D A 1 E .- %N� Pinus canariensis Canary Island Pine 28 15 gallon Eucalyptus siderox��on Red Ironbark 11 5 ga►Ion �,�io SC AP-1k CITY ENGINEER aZLL R -� Lrquidambar styraciflua Festival American Sweet Gum 6 15 gallon Pinus canariensis Canary Island Pine 1 15 gallon um q C E N 0. 2 4 953 Y Ir• t `! a� w�°� 9�s', DESIGN ARCHITERRA -IGN GROUP F 4 . I SHRUB AREA 10019 SO. FT. SHRUB AREA 3,509 SQ FT. m` '� LANDSCAPE ARCHITECTURE J COBBLESTONE AREA 6469 SQ. FT. COBBLESTONE AREA 2,468 SQ FT. �, 0 SITE PLANNING - KPF }— :I ? CONCRETE CREDIT AREA 924 SQ. FT. a 3t„ _ DRAWN 1RANCHO CUCAMONGA. CA0621 CHURCH STREET, 19E7 O6 ciF�E E- I lN. -, z - s * �3 Q2 * KPF (909) 484-2800 FAX: (90911484-2802 L 1 ... 1 TOTAL AREA 16,488 SQ, FT. 0.38 ACRES TOTAL AREA 10.279 SQ. FT. 0.24 ACRES N.T.S. BASELINE ROAD s�4r �� oQ�` CHECKED RLA No. 2834 DRAWINQ NO. OF_C RVVK DATE 2/27/02 JOB No 0115-5 0- SHEET 14 of CONSTRUCTION NOTES 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT Fl�7 1 5'-3" i, " 13 MATCHLINE 'AA' - SEE BELOW LEFT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. BOULDEWCOBBLE SIZING NOTE: 3.g 12'-3" 2r-3" SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, THE REFER To DETAILS D H. SHEET L-4 42„ =m===mmm=m=mlW==m NWE"pmm+�.R .. �w w w s•�w„��,-am s ,� ,, ,�,� CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE FOR SIZES AND PLACEMENT OF fl 6 -��30" 12° BOULDER WITHIN COBBLE SWALE. 3'"9'� O - - -- 5'-6" ,} A R BO R C R E ST D R . 12 SUCH NOTIFICATION. -12" 4 ;_ , 2 �9 2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR 3" 7 BOULDER/COBBLE SIZING NOTE: 5 LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS. REFER TO DETAILS D-H. SHEET L-4 # 12 9" 4'-0" �9� �, FOR SIZES AND PLACEMENT OF s's„` 12" 3. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN. 18, 13' Fq BOULDER WITHIN COBBLE SWALE. 5'9" 4'-0"MIN.(TYP. gip„ 6, 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES 1 �� "' ""' "-' \ AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND T-01"2'9" 11 P.A. 2 q�` 1 5-0,�1f 3,-0, 7 30 k!1,`� 0 13 S - �Q (ALIGN W1 FRONT OF PILASTER) REPLACEMENT OF SAID UTILITIES. a2° _ 13.9" 1 '„ } 3" 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO 29 � ,.. ( 12 - 2 w 24" �36'�' \ �]Q f IRRIGATION PLANS. CONTR, MAY ALSO REFER TO PLANS PREPARED BY JFI INC. FOR ADDITIONAL SLEEVE LOCATION Jv 6-0' 42, 1 5-3" ��F9 INFORMATION. 3'-3" t; 12" 3 3 ; 9, O.c r 4 12 ',4' 1 5'3" \� 1' 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO 15 3 'I n + 2 J ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. 4'9' -3' 311 2�t 8„ L-)48- Y,— — -- — ' 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND ,s'-3" ' SHARP TRANSITIONS. 18„ t: 14 i ,' i ' 73' 12° 1s" 12" " i 8. ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE 48 I i5` 3Q WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. 142"; 9. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN ELEVATION 6'�4 + SHALL TAKE PRECEDENCE. I> 10. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP. 36t ' " 11. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -0 12" 4'-0" (GREEN BOOK: 2000 EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4, 201, 303. AND 400, AS P.A. , i 40 36 18' , °4'3''3'-s" s'-31" WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, PRE AND POST INSTALLATION OF CONCRETE WORK, MATERIALS, LABOR, AND CLEAN-UP. P.A. 4'-04 9" R 3,9" i 3'-0" 5'-9" 12 '„� ? 12' \' 30 7 3 4 3'-3"_ _0 614 3'- 18" 7 1510" 36" CONSTRUCTION LEGEND _ ih P A. 1'-g^ 3 3.9" W _ `!�— ' -_-� _ - �- - _ ..� "f3's" V"� 18"�" Oi PERIMETER WALL PER SEPARATE PLAN SUBMITTAL. P.A. 41 E 1s 15'a 0 18'x $„ O2 2'X 4' MASONRY PILASTER PER SEPARATE PLAN SUBMITTAL. 8'-3" © 31 �.�,� " „ W �,,� i 4 6 3 �I - J 0 3 RETAINING WALL EXTENSION PER CIVIL ENGINEER'S WALL PLANS.(SHOWN ADJ. TO WALL FOR GRAPHIC CLARITY.) 24 9 3 ,6'-0 O gI 15'-3" � - - - - — � - - 18" Q p;iq, a SIDEWALK PER CITY STANDARD NO. 103. REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. SEE Q - 4„ a' CONSTRUCTION PLAN FOR REFERENCES TO HORIZONTAL CONTROL, - ; „ - ✓ - - - - - 9 O HANDICAP ACCESS RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. ,2 T-0 T6 U-1 - ` 442 t--42" X42"I' '-0" Os EXISTING UTILITIES TO REMAIN UNLESS OTHERWISE NOTED PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS 3 51-V 1 , � 1 f' �'-0" �I '6 94, 1B' __.1 � i O7 STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. c 24 42„ 3" 8-s°°s 3 ?- - -�--- - B 32 12 DRAINAGE CATCH BASIN PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. FIRE HYDRANT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. ' 24' 3'-3 '-6" �',1� � —� � _ '_3,,.:;5'-3" 12" ��`' io CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 36"�t a 4'-0" 13'3' 43 �za" ; O LANDSCAPE BOULDER AVAILABLE FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER CITY STANDARD 18 1 DETAIL NO. 542, DETAIL A & C, SHEET L-4. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT. 33 } 5'-6'` 41 3„' g,6 .3 7-3” On 11 12 COBBLE PAVING PER CITY STANDARD DETAIL NO. 542, DETAIL A, SHEET L-4. ` ° 13 6"CONCRETE HEADER PER CITY STANDARD DETAIL N0. 534 & 542, DETAILS A& B, SHEET L-4. 3 3 4.g" 18 ti " 5�-ga, 18 42- SLOPES SLOPES PER CITY STANDARD. REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. Y _ ' 12' 4'6" 5'-0" ik 44 15 AREA DRAIN FOR MEDIAN SWALE DRAINAGE TO BE CONNECTED TO STORM DRAINAGE SYSTEM. P.A',. ! 9-9 3 17 o^ O REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. c�12 1 14 15'-61 1 I p.p, I36" I 34 ,3' — — — — — — EXISTING LANDSCAPE NOTE: 4 16'9" r ° - THIS PROJECT IS CONNECTED TO,OR WILL DISRUPT AN EXISTING CITY-MAINTAINED LANDSCAPE AND IRRIGATION AREA. 11 —---- p 18 14 / PRIOR TO ANY NEW CONSTRUCTION. A JOINT INSPECTION AND DOCUMENTATION OF THE EXISTING AREA'S CONDITION 4'3' 4'0" 12` T 9 t�3'! _ 1 ""� SHALL OCCUR WITH THE NEW WORK CONTRACTOR,CITY INSPECTOR AND A CITY MAINTENANCE REPRESENTATIVE. AT — 'G — �'r"-- — — r — r�� 10 �� THIS POINT.THE NEW CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE -- - _ ,6' 45 11' _;' EXISTING LANDSCAPE AND SHALL MAINTAIN ALL AREAS SHARING THE SAME CONTROLLER AND/OR METER UNTIL THE 5'.3" g o a: J_ MAINTENANCE PERIOD IS COMPLETE,AS DIRECTED BY THE CITY INSPECTOR. A FOLLOW-UP INSPECTION OF BOTH NEW 7 ' 4 AND EXISTING AREAS IS REQUIRED PRIOR TO THE CITY'S ACCEPTANCE OF THE NEW AREA.THE EXISTING IRRIGATION 5'f 3 9 j B.C.R. SYSTEM SHALL BE ADJUSTED AS NEEDED AND ANY DAMAGED LANDSCAPING REPLACEDTO SATISFACTION OF THE CITY l 18"j' 35 L:;_ _ _ _ _ _ _ OF THE CITY ENGINEER.ACCESS TO EXISTING IRRIGATION CONTROLLER CABINET WILL NOT BE ALLOWED WITHOUT 6 CONSENT FROM, AND SUPERVISION BY THE CITY.CONTRACTOR TO PROVIDE 24 HOURS NOTICE TO MAINTENANCE FOR 15 _ r _ g'6" j X30 I CABINET ACCESS. a's° 2 — — ��-'-- — — 7/- 8j"6' 7 18° K I - ij � 46 24" 24'(::�;� i. 3 '1 12"o.TYP.�a �. o d1 ; r s° MATCHLINE 'BB' - SEE. SHEET L-3 � I ' :4'-0"5'-6" = DESCRIPTION OF REVISION ��1i -0" 24' DATE APPROVED - _ _ _ _ _ _ SHEET KEY MAP 12 - _ CITY of RANCHO CUCAMONGA T 3'-0" 12'-0 — P� WALKWAY LAYOUT NOTE: T c ? TRACT 162.39 �; �4 CONTRACTORS SHALL FOLLOW THE SIDEWALK LAYOUT AS INDICATED ON THE PLANS I SCALE: 1" = 30 18' 1 Q 55-0QO AS CLOSELY AS POSSIBLE. WHERE DIMENSIONS ARE NOT INDICATED. OR FOR 3" p �; ADDITIONAL INFORMATION AND CITY STANDARD DETAILS. REFER TO CIVIL ENGINEER'S w — LANDSCAPE IMPROVEMENTS 61-6" 37 i STREET IMPROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD, z �. - � N ' � MILLIKEN AVENUE n/o BASELINE ROAD, 18 �a 13 (ALIGNW/FRONTOF PILASTER) i CONTACT THE CITY INSPECTOR'S OFFICE AT(909)477 2740. a -_ -ARBORCREST DR. BASELINE ROAD e/o MILLIKEN AVENUE, 24 �` t�, z �� J ELLENA WEST n/o BASELINE ROAD 4 3„ �' 6 0 / Y �' D5 12"' f . - -- V - ; -- --T CONSTRUCTION PLAN 24'.��42"� - Underground Service Alert j 1_ _ WILLIAMS RIDGE DR •-.= APPROVED BY: UA1 E C; CITY ENGINEER RCE No . 24953 SC F 24'' „ ., �. PLAN CROSS REF ERENCESA - ' " Aw q9 a� s "" • Call: TOLL FREE I -_ --� _ �2 �``� a� um ear `s DESIGN ARCHITERRA DESIGN GROUP _NDFD o a 11ARBORCREST DR. C --k KPF ;. - � LANDSCAPE ARCHITECTURE i FOR NOTES AND LEGENDS, SEE THIS SHEET f. �z _. IPA 10621 CHURCHSTREET.SUITE 106 MATCHLINE 'AA' - SEE ABOVE RIGHT ((�� 1 -804 FOR DETAILS, SEE SHEET L-4 I I I I I I I I' I i j �` _ �q^e+ DHAWN RANCHO CUCAMONGA, CA 91730 SHE E T ,III 4tlFu - * - L2 OR CORRESPON�iNG IRRIGATION PLAN SEE SHEET L-5 - I e� �F� * HH (909) 484 2800 FAX: (909) 484 2802 422-4133 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-8 `� Q. RLA No. 2834 --�--T--�--�e-.� -�-. rqr� 0 F ae `\/` CHE RWD 3/4/02 0115-5 L7f� W� N0. BASELINE ROAD C p DATE JOB No. 1 j3 TWO WORKING DAYS BEFORE YOU DI �--- - SHEET J5— OF 13 o Q CONSTRUCTION LEGEND 1 O PERIMETER WALL PER SEPARATE PLAN SUBMITTAL. A. 12 2'X 4'MASONRY PILASTER PER SEPARATE PLAN SUBMITTAL. 4 Ci O RETAINING WALL EXTENSION PER CIVIL ENGINEER'S WALL PLANS.(SHOWN ADJ. TO WALL FOR GRAPHIC CLARITY.) Yp SIDEWALK PER CITY STANDARD NO. 103. REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. SEE MATCHLINE 'BB' - SEE SHEET L-2 7 sYp cENrER O CONSTRUCTION PLAN FOR REFERENCES TO HORIZONTAL CONTROL. _ a ' �p�NTFR O HANDICAP ACCESS RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 9'-3' EXISTING UTILITIES TO REMAIN UNLESS OTHERWISE NOTED PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. Y: W � ; �P.A. i j g' g STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. ;1 4'9"'r;, ^ O DRAINAGE CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. ti,� �F r `. w _ '. O FIRE HYDRANT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. S i rr 5 Q CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. � WILLIAMS RIDGE DR. z F 24 '-g I 11 LANDSCAPE BOULDER AVAILABLE FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER CITY STANDARD w [ DETAIL NO. 542, DETAIL A & C, SHEET L-4. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT. fr /` 13 12 COBBLE PAVING PER CITY STANDARD DETAIL NO. 542, DETAIL A, SHEET L-4. J P.y 13 6"CONCRETE HEADER PER CITY STANDARD DETAIL NO. 534 &542, DETAILS A & B, SHEET L-4. 1 � P A 14 SLOPES PER CITY STANDARD. REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 3 O f � �2 22'-3" 18 _ t`� 6 AREA DRAIN FOR MEDIAN SWALE DRAINAGE TO BE CONNECTED TO STORM DRAINAGE SYSTEM. I GG - ----�a REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. � Y �'�` 3 ' ,9' r - 49 ( 66 P.A. 1 50 _ ? " I I i LL 'p WALKWAY LAYOUT NOTE: 103 '_ i n o • \ .;' � I I 5 1 I 5 G I I J CONTRACTORS SHALL FOLLOW THE SIDEWALK LAYOUT AS INDICATED ON THE PLANS .' °D � �' � .0 53 � 54 -- - AS CLOSELY AS POSSIBLE. WHERE DIMENSIONS ARE NOT INDICATED,R FOR B.C.R. s ; '12't; . =- 4'-0"MIN. TYP. '. `K` - - o Cl? _ _ c) — - — " " STREET IMPROVEMENT PLANS.. FOR SIDEWALK DETAILS,ALIGNMENT APPROVAL IN THE FIELD.ENGINEER'S , 1 � P.A. rj > t - '� P.A. p o rn - co - _ ryn 4.-t5- T r��T " o P.A. i� 42" �. o� o' _ ---- --- -- I YP�. A INSPECTOR'S OFFICE AT(909)477 2740. �0 ` _ oo r 4f,G,�} -r. X42 g' err - i--. �O " r t�1 2n ---C; .. _ .1=... "�'; 'Y:•. - - 1 'k s� _� -e'er �� s�. - w.+�.. , rCl) - 36" _ ^K - - y..:..:24'r p W �: t.:_': ".. -..Y .R.r, .ry,.t,.. .i, , _ = CD - -. . :-.t _ P.A.- (,:r=. .a,•. .12 V �.,Z• O , �'�' --z ' T. =' .1$" CD P.A. •_12 .. - - - _ - 65 - a:r' . w 10'-0" 15'-3" 9.3„ 4'-3 - , tl p24" (n : 21'-6" 0' 15-6" --- - --- —� i P.A. 18'CIE 6" U U m pp BASELINE ROAD 1 w 1z 5 9 6 7 11 1 12 4 1 J RA. � s 64 _ I v P.A. \ SHEET KEY MAP 63 P.A. _ 4 _ W N T.S. w a RBORCREST DR. ` S` > P.A r Q - I Z 1 LlJ _ ' — SCALE: 1" = 30' l — WILLIAMS RIDGE DR. L — � `.A. I 1 n _ � I � � t-A \9 CENTER OF PLANTER p _. E-- b.A 2 BASELINE ROAD 01 I I I I I I 2 f 1 I 14 I 1 1 { 6 6 2 1 55 56 7 w { 5 58 59 60 61 { { { { 1 , r .Q 36' ' i i i 1 , o _ B.C.R 1 2'• C0 " Co Z0 51-9" W Qc? iq A. o - -- _ —- - vi ---_ — _ ---_ - P.A. 12 i� ch 'ri - 4 'a. -, _ - Q ? t- r. � ch P.A �4 �4 IC? Cn 36 - - - - 42 36 - - _ _ _ ch - ao - n' v- i. Via-:- r '� O O p O a . r `,� ./y r `36 r r s - W 18 _ - c _ . -36 Vit_. - n <" _ t� i^/ ^? _ 4 _ r. r- N r - n _. _ ,2 a 4 a t -T DESCRIPTION OF REVISION L1J P.A`�Z4 _ N ? N 24 - 12. rr r 36 2„ -. -- 4 5 DATE APPROVED � 1 P.A. 24" - M s 4„ P 24. '-0"MIN.(TYP.) s - - _ - _ 8' �_ - - - - - - - h ,. .1 i 21,g�� � � - U 1 3'-3" 10'-3" 24'-0" 22'-6" -0" I TRACT 16239 U I TYP w 1 --� LANDSCAPE IMPROVEMENTS Z 1 BASELINE ROAD MILLIKEN AVENUE n/o BASELINE ROAD, J 1 7 4 1 12 11 14 7 BASELINE ROAD e%o MILLIKEN AVENUE, I 1 ENA WEST n/ BASELINE= ELL S o E ROAD 1 8 9 0 1 s3 Qr I Underground Service Alert 1 APPROVED BY. _ D A I E :IXz'/oc:P- m 9 ND AP ,� CITY ENGINEER RCE No. 24953 �r Um PLAN CROSS REFERENCES : � w� 9 � • Call: TOLL FREE - �. as s DESIGN ARCHIT ERRA D SIGN GROUP NDED a ? m a KPF LANDSCAPE ARCHITECTURE R` j v SITE PLANNING ��y�f FOR NOTES AND LEGENDS, SEE THIS SHEET , , `w n tr 1 H 1062 CHURCH STREET. SUIT 106 1 -800 FOR DETAILS SEE SHEET L-4 '' sw"T� DRAWN RANCHO CUCAMONGA, CA 91730 SHE 1 Ill{ ' 7131/02- HH {909) 484-2800 FAX: (909} 484-2802 L FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-6 - 422 4133 _ - FOR CORRESPONDING PLANTING PLAN, SEE SHEET L 9 +, R A L No. 2834 .q CHECKED D WING NO. P, T F _ - 3 4 02 ,o F C p�, RWK / / 10 15 5 � TWO WORKING DAY BEFORE Y DI DATE JOB NO. SHEET �__ OF �OBB_FSTONF IN R-'.Vr - PLAT SIDE JF kC�MLPSZ�TONE MOW CURB CASE 1 Y STD 5314 MORTAR TOOL NUMARJOINTi SIDEWALK TO ACCENT COBE;F DR CONCRETE �� HEADER CPES'hRN RTRABR EVEN CURB AND WALK 3 M'MIAJt,CONCREE BED �I 'JNDFTINEAT! OBR;.ES'ONE 2J' BOURDER CAK2 (LOCATE 3 MIN R SOIL DEPI'i+AT 1 LU E PE PIAN) EDGE OF COBBLE SIDEWALK OR CURB COBBLESTONE Eta COR01"Im CONCRETE HEADER-t 7 RADIUS NOTE: 9 EXPOSED EDGES s FINISH PER PLAN 117 RAD THE TRANSITION AREA WILL ALSO ACCOMODATE x 1'IN LAWN INSTALL AT r,RgpE LEVEL AT SWALE C DBBLES ra?E SIZES SGMXYLE 77 3 NCRE'Ld_'M .. cROssiN!�I .i, SOME OF THE IRREGULAR BOULDERS AND _- HAND PLACE IN CONIC. SETTING BED WITH CONCR E'E BED 8'OR 8' m C 24' fr EE NOTE FINISH GRADE a - COBBLE PLACEMENT OF STREAMBED. SIZE PETC.ENTAGE FLATTER SIDES UP TO FORM A UNIFORM ,I�— ----* .� S r2'MAX -MORTAREDSTONESWALE _.�,.. SURFACE WITHIN THE DRAINAGE COURSE — yDEPTH - T ,vA. .• _ . 4" _ 6" DIA. 60% PROVIDE LESS UNIFORMITY AS STONE L _.. ° _ A •,. - - - - 7" - 12" DIn. 20$ GRADUATES IN SIZE AND PLACEMENT .�•: - o,, 1 ' - 2' DIA. 10% AWAY FROM DRAINAGE COURSE . COBBLFSTONE L 4•CONCRETE BFc;.:• CON' Ea CURB • • I' RE-BAR CONTINUOUS 2' -- 3' DIA. 10% BENEATHCOBB.E - C IUNLESSOTHERWISEINSTRUCTE) / A-A TYPICAL S DEPTH OF STONE EMBEDMENT TO BE NO LESS SEE ABOVE DETAIL � THAN TWO-THIRDS THE DIAMETER OF THE ?MIN 4'MAX RADZ CURB d GUTTER FOR END CONDITON STONE FOR SIZES 4" - 12", NO GREATER a z 3 �� THAN ONE-THIRD THE DIAMETER FOR SIZES ---- --=---r ''-- LARGER THAN 12" DIAMETER. IB'PCf'MOlS'CURB PER f p A � ^"� r Crr'STC 534 LEGENDS CROWNED COMPACT SUBGRADE TO A HARD, FIRM, UNYEILDING SURFACE SMOOTH AND TRUE s WN 4' AX RAD f� ' ` ° - 1. BOULDER PER CONSTRUCTION PLAN.RECESS AT LEAST 113 OF BOULDER'S BEGINING OF CROWN TO LINE NE AND GRADE;SURFACE, FOR REQUIRED DEPTH INTO SUB-GRADE AS SHOWN PLACE BEFORE FORMING CONCRETE NOTES SIDEWALK HARDSCAPE PAVING LANDSCAPE ARCHITECT TO APPROVE BOULDERS AND SPOT FLATTENING COMPACTION PRIOR TO PLACING ROC KWORK. concRETE cuss s2aa25ac JOIN AT RIGHT ANGI Es ITYF NOTES LOCATIONS PRIOR TO INSTALLATION 2 ROCKSIZFS JNLFSS01HER'.VISESPECIFIED SHALL BE BOULDERS 31�'_MIN 2-(Y ,. PROVIDE SCORE JOINTS AT 1 v-D'0.0 AND 3/B'EXPANSION 2. 112'POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. BEGI NI NG OF SWALE COBBLESTONES NEs MAF ,z• MN g WITH ONE FLAT SIDE CONTRACTOR IS TO PROVIDE A SAMPLE 3 BOULDERS SHALt HAVE 13 EMSED0,4I COBBLES SHALL RAVE 2,3 EMBEDMENT JOINTS AT20.90c ROCK AREA SET UP PRIOR TO CONSTRUCTION ALL SPACES BE'WEFN STONES SHALL BE FILLED WITH CLASS D'MORTAR I PART CEMENT 2 8'WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND 3. ADJACENT CONCRETE PAVING POURED AROUND BOULDER. SEE To 2'2 PARTS SANG'2CRxi PSI PORTLAND CEMENT CONCRETE INO'DRY-PACK'IS ALLOWEDU GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND CONSTRUCTION PLAN. OF COBBLESTONE INLAY. CITY INSPECTOR HAS 5 PFVJCE 'DINGW H MAIN Fr SHA,LBEAPPRALRESTING CRVIONOFALt PRIOR TO PRIV.ATEL�YW..INTAINEDA.REAS FINAL APPROVAL OF ROCKWORK. 8 PROCEEDING✓E S REMAINING ROCK WORK FINAL RESTING PCABLE k OF ALl ROCKS TO BE APPROVED BY THE CITY INSPECTOR �' 3. CONCRETE TO BE 520-C-2500 MIN 4. 90'�,COMPACTED SUBGRADE. ' ROCKS SHELL BE S1.IOOTH ROUNDED AND FREE OF OB.IECTIONABLE USFIGURATIONS d EXCESSIVE IRON CAN"EN-� o N o] il d ALL COBB.ESTCME AREAS SHALL RAVE T T T CONCRETE HEADER AS AN EDGE AT PLANINGs ROC!SCAPE sH�JLr Ecu oLA�GRADE WIHERE sLoPFs ExIST AND NUINTAIn A z`o u!N FT ALLTnr.Es wrTHIN THE R c w fl ADJUST PLANTER AREA GRADES TO FLOW @Z'KCITY OF RANCHO CUCAMONGA CALIFORNIA I F R N H C M N A ALIF RNIAaf �� � MINIMUM INTO DRAINAGE COURSE, (TYPICAL). APPRovE, �, APPROvE I-B• RIVER WASHED GRANITE STANDARDPAN CONCRETE HEADER STANDAPDPLAN B-BTYPICALSECTION N COBBLESTONES 542 534 > CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LU CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R C.E 24953 SHEET 1 OF 1 R C E 24953 SHEET I OF i COBBLE PAVING 6" CONCRETE HEADERBOULDER BY PAVING SWALE TRANSITION , : COBBLESTONE SIZING = � - � ��" a •ew w n ■��w�we.wwl�ww"w� � se.w�w"sw w�wwe� �, � SCALE: N.T.S. SCALE N.T.S. - SCALE: N.T.S. _� SCALE: N.T S. SCALE.: N.T.S. PERIMETER COBBLE SHOULD HAVE AN IRREGULAR. NATURAL APPEARING EDGE. THE SIDE WALLS OF THE PERIMETER AREAS SHALL HAVE ADEQUATE VARIATION SO AS NOT TO APPEAR ENGINEERED. THE 2'WIDE DRAINAGE COURSE IS PROVIDED FOR BID PURPOSE ONLY. ACTUAL INSTALLATION IN THE FIELD SHALL ALLOW FOR NATURAL-APPEARING FLUCTUATIONS IN WIDTH. FROM 1-6"WIDE TO 2-6"WIDE. OR AS DIRECTED BY THE CITY INSPECTOR. THE CENTERLINE ELEVATION OF THE DRAINAGE COURSE SWALE SHALL FLUCTUATE SO AS NOT TO CONCRETE CURL PER CITY ENGINEERS' PLANS PERIMETER COBBLE EDGE APPEAR"CHUTE-LIKE"OR ENGINEERED. HAND-PLAC17 COBBLE IN SETTLING BED WITH FLATTER SIDES UP TO FORM A UNIFORM SURFACE WITHIN 9" AVERAGE VEPTF RANGE 8" TO 10" i. 4" BEEP BARK MULCH,►--—-} THE DRAINAGE COURSE. A5 AFFRO'+EO BY CITY INSPECIDR PROVIDE LESS UNIFORMITY AS STONE GRADUATES IN SIZE AND PLACEMENT AWAY FROM DRAINAGE COURSE T OF FOR SIZES _, �, _ ,,,,•. ti _ �. � _ _ . _ DEPTH STONE EMBEDMENT TO BE NO LESS THAN 213 THE DIAMETER THE STONE ,�_ \,_ I� .. 1`-J >r i�fr•� �'. I III - }"'f�•l� T IIrfC � -1�-1 llr i.r� . - /'- II " III } _ 4" 12. NO GREATER THAN 113 THE DIAMETER FOR SIZES LARGER THAN 12 DIAMETER. E .. ��J, J� I ti, t R­ !'^'�1 +i i.�-.=_- I I �l.s•r,�1. :i.'t�1 �� Ir� a I \ -+ RADUATED SIZES OF LOCAL ,kt t�ER RUN COMPACT SUBGRADE TO A HARD. FIRM. UNYIELDING SURFACE. SMOOTH AND TRUE TO LINE AND 1111 I.! Lr 3RANITE STUNCS , INSTALLED IN Tt1E A B\ GRADE:TEST FOR REQUIRED COMPACTION PRIOR TO PLACING ROCKwORK. g ---� 1" COMPACTED SAND SUBBASE. TOLLDUING 7W0 STAPE PROCESS: A B B 2'TO 3'BOULDER(TYP. 4-- (A)2 FT.WIDE DRAINAGE COURSE TO BE SET IN 3"MIN.THICKNESS V TO 2'BOULDER(TYP. IF CONTRACTOR AND/OR CONCRETE PRODUCER HAVE NO PRIOR EXPERIENCE WITH PORTLAND 2 FT. DRAINAGE -~--+ CONCRETE SETTLING BEDSIZED PER PLAN COURSE (TYP.) PORTLAND CEMENT CONCRETE PAVEMENT SETTLING BED USING CEMENT CONCRETE PAVEMENT.CONTRACTOR SHALL RETAIN AN EXPERIENCED CONSULTANT TO MEANDERING (3'-7') VARIABLE WIDTH. 4"TO 6"DIA. STONES. MONITOR PRODUCTION. HANDLING.AND PLACEMENT OPERATIONS AT CONTRACTOR'S EXPENSE. COBBLE INLAY LOCA'110N VARIES WITHIN THE MEDIAN I (B)PERIMETER AREA TO BE SET IN 3"MIN SETTLING BED. USE 7"TO SHADED AREA REPRESENTS SMALLER COBBLE DRAINAGE COURSE.NOTE 12"DIA.STONES. THE OCCASIONAL OVERSIZED STONE AND THE VARIATION IN WIDTH. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO INSTALL THIS DRAINAGE COURSE AS A NATURAL APPEARING STREAM BED. 5 TYPICAL MEANDERING COBBLESTONE STREAM BED MEANDERING STREAM BED PLAN ENLARGEMENT Lj COBBLESTONE NOTES 1 16 SCALE: N.T.S. SCALE_ N. S. SCALE: N.T.S. P%0 CAP- i V q O -�kumw� 9 '. h ae y a iU to I '�'7StgnaFur - -" \ 0= \.at! f `4 r �F OF CA��F; DESCRIPTION O F REVISION DATE APPROVED CITY of RANCHO CUCAMONGA- TRACT 16239 LANDSCAPE IMPROVEMENTS MILLIKEN AVENUE n/o BASELINE ROAD, BASELINE ROAD e/o MILLIKEN AVENUE, ELLENA WEST n/o BASELINE ROAD CONSTRUCTION DETAILS APPROVED BY.- - DA1 E .j dC oa-- CITY ENGINEER RCE No , 24953 ;. DESIGN AF3Z H(1 EFOiA [)f, �N GHOUP Ff N[TD ;. LANDSCAPE ARCHITECTURE KPF -wwse.w�r"e.wweeewll e�Ine.r�we"ewlwu"wew•I�meewereww ews�enrwwAww.seur�eerwee� SITE PLANNING 10621 CHURCH STREET. SUITE 106 SCALESCALE: Lir [ I : .-..,. cr [ C SCALE: SCALE: DRAWN RANCHOCUCAMONGA CA 91730 KPF (909)484-2800 FAX: (909N 484-2802 L-4 CHECKED RLA No. 2834 DRAWIkJ4, NO. RWK DATE 3/4/02 JOB No. 0115-5 av' SHEET 17 OF EXISTING VALVE NOTE: EXISTING METER AND CONTROLLER NOTE: IRRIGATION NOTES: CONTRACTOR TO RENUMBER CONTRACTOR IS TO REFER TO THE THE VICTORIA EXISTING VALVE E14,E15, AND GROVE PLANS. PREPARED BY MORSE CONSULTING E16 AS SHOWN. GROUP, DATED 9/21/87. CITY OF RANCHO - ; SEE: P.O.C. CUCAMONGA DRAWING NUMBER1083-L. 1. NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CCWD, IS REQUIRED AT ALL POINTS OF CONNECTION. DETAIL TO RIGHT THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER SLEEVING NOTE: ' - METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. EXISTING P.O.C. NOTE: 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A PRESSURE REGULATOR CONTRACTOR TO VERIFY MATCHLINE 'AA' - SEE BELOW LEFT (IF REQUIRED), FOLLOWED BY BACKFLOW PREVENTION DEVICE, FOLLOWED BY A FLOW METER, FOLLOWED BY SLEEVING LOCATED 1295' TC 3 CONTRACTOR TO UTILIZE EXISTING WATER METER, A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND r -' NORTH OF CENTERLINE OF 4 I CONTRACTOR TO VERIFY W/CHRIS GILLI, T"" "' ""') '"'�' SPECIFICATIONS. MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE ,�•,-�- a EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. _4F,1 E16_I_ BASELINE ROAD. EXISTING ' 477-2730 EXT. 1 ''�P'Y�a°�a" 4117 REGARDING NGTENANCE O COORDINATOR, REMOVAL OFBACKFLOWOW ' T' 11 12 MAINLINE TO BE EXTENDED I A R B O R C R E ST D R.J 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX (SB) SBBC-45 AL ALUMINUM 11!2" I I . -,��'C / DEVICE AND PRESSURE REGULATOR. 36 E17 11?4 -- 4"SLE EVE ENCLOSURE, AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER L s � J , T NEW VALVE LCATION. POSSIBLE. y 885 SQ. FT 11/2" 314" 4. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN i CONTROLLER NOTE 'E': 6"SIF E VE 3/f ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE, AVOID ANY t 3/f a a CONFLICTS BETWEEN THE SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND XF,R. RFF. 11.4 q 34" CONTRACTOR TO REPLACE EXISTING 24 STATION ,' • EQUIPMENT, AND ARCHITECTURAL FEATURES. Q CONTROLLER WITH NEW 32 STATION CONTROLLER I I I 3 a -';q"�" 3!q" --------- ------ 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO i I 1 I I I MODEL # ET2000-32-LR-RR-TP-1, TP-110. TURN IN OLD COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY 43 E23la4 CONTROLLER AND OTHER REMOVED EQUIPMENT TO I i = I / '' TO THE CITY. 1 I 11/4" CHRIS GILLI 909 477-2730 EXT. 4117 . I ' 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND yq I ala ,^ 11114" ( ) I / I a i° � I <-ivd ! � STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE ,1 3?a ttr� CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES, I 7 1 2 1 ' �'a 1 tt�2 'a" 38 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH E1 49 1 ' 3'4, ' Sia" E5 28 MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND 3r4^ i I n '' ;j� INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL ! 51 E22 r 21 ` 1 _ 4111 2„ 1900 SQ. FT grq• 1310 SQ. FT. CONSTRUCTION. 1294 SQ. FT. 2" �" s _ T/�'� i i 'F - - - - - - 8. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY tt �i PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR 34' XERISCAPE ASSESSMENT SYSTEM SUMMARY 3?a' a° X, f SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER SLEEVING NOTE: I 1 TRACT 15174 LANDSCAPE IMPROVEMENT HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL 47 E21 ��" b I tibj CONTRACTOR TO VERIFY " 1 ' I REFERENCE CLAIMED BE MADE AT NO ADDITIONAL COST TO THE CITY. 1 �' � 1 • 1 9. INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE SLEEVING LOCATED 554' i POINTS (Sheet#/Ref.#) 1016 SQ. FT. 2" ' „�" 1 ' I 1 3g CONTROL VALVE (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL I NORTH OF CENTERLINE OF 11. IRRIGATION(Pant Value) STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. ! ) ^ r r 4" BASELINE ROAD. EXISTING i i 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK (TURF) AND 2 INCHES OF t , a 1 ;qtr MAINLINE TO BE EXTENDED 3'a° 1 1. Low gallonage irrigation system. (20) 20 L 5/11.1 v', WATER PER WEEK GROUND COVER/SHRUBS APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE L31a 1a �-a� ! C I i + , , 1 3?a" 2. Automatic controller (20) 20 L 5111.2 HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. 1 I I i 3141-134" \ i as _ _ _ _ _ _ 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. 3. Designed to water plants by watering needs (10) 10 L-541.3 THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY 14" THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL _451 E15 I_ ' 1 w1 4. Sal moisture sensors. 00) - BE BROUGHT TO THE ATTENTION OF THE CITY. TC 1346.11 I ( L�� 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET-2000-PER LEGEND_LR (LOCAL RADIO) w/LR DOME- RR ANTENNA ! Irq, 11/2" I 1 1 '' _ �i 5. Rain sensors. (5) 5 L-511.4 PORT INSTALLED WITHIN A STRONGBOX (SB)24SS/120 VOLT CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE E" - J ! ' i / 1 I j ANTENNA PORT ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH 1 q q 1 I 1 I ;a� 6. Wind sensors. (5) - COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF 1 THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. 30 ic� 4' '� -T;5. ' 7 Sensitive to slope factors.(5) 5 L-545 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE 1 1 J ;' { IFOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER, ELECTRICAL CONDUCTORS AND METER TO BE �' 1 1 ,,. ' _ - _ - - - 8. Reclaimed or recycled water. (5) PROVIDED BY SCE COORDINATED AND PAID FOR BY THE DEVELOPER. t I a 3?4x 1 , t 1 Ia ( 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED 3!a I I x 43 E24 1 �, I '�4,1 4 a" Total Points Claimed: 60 UNLESS OTHERWISE DESIGNATED ON THE PLANS. SLEEVING NOTE: I I I 1 I )ic ' _ _ _ - - - - _ 11/2" I ? 31 E6 28 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER 3ra� I W "!2-3'';'$ rq" 11/4" 1536 SQ. FT. (Minimum Pants Required 60) HEAD IS 1/4" ABOVE FINISHED GRADE. CONTRACTOR TO VERIFY W I 1 I x i t• I I 4" ,{ ' I J'' ► 41 IRRIGATION LEGEND SLEEVING LOCATED 107T t I 3.4^ NORTH OF CENTERLINE OF 3t4 N, t . 3'a t „� 1 + BASELINE ROAD. EXISTING i 3�a^ Z 3�'a° 11 sa V 31 ' I t°1 W 1 s?a° MAINLINE TO BE EXTENDED W I • _ 14 ltl E16 ` ■ *14". I14. SYM, MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. a/a^ > I 1 I E2 45 1528 SQ. FT. 2" i / I I 3' - - - - - - - - � RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 30 1920 SQ. FT. ! Q a XER. REF. 11.1 O RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' .20 30 ' I Q 314^ ( I 1 r Vi RAINBIRD 1812 SAM PRS 6VAN POP-UP-SPRAY HEAD 6' .40 30 'a ' i lM ! �° I 1 ` �`�' `, + bl RAINBIRD 1812-SAM-PRS-8Q POP-UP-SPRAY HEAD 8' .30 30 .9-" - - " k' =s` :�''- , `I1 :•-- - -. --- - - - _ _ _ I , I W ' • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .50 30 I I W 1 � i I I 1 `� /� 3V RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 1 I i I # 3. ` $+ 4L RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' .70 30 `/ ++ a • I I 1 --- N 1� i RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10' .40 30 3?4° 1 '� 1 >_ •K+ra" 1 ; { 1 .,_.I V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' .80 30 ! 1 J 1 "314V ! ' 29 E15 t' I tt/z^ 4 `.`, (i RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10' 1.60 30 1 I 1 , 34 �v �•.,- RAINBIRD 1812-SAM-PRS-IOVAN POP-UP-SPRAY HEAD 10 .80 30 1q. a`S� �„ 32 1037 SQ. FT. 11/x' rt 1 �„ a ' I - _ - _ - _ RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 12' .70 30 1 1 , 1 - ! ` ,. 4 I; RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12 1.30 30 r , ., 'i. �J' 46 E1� 1 1 1 � . ., 1., ��•�..���` RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12� 2.60 30 I I _ 1 _ _1 • RAINBIRD 1812-SAM-PRS-I2VAN POP-UP-SPRAY HEAD 12 .70 30 ! , I . i� �� RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 15' 90 30 ! ! -- - - - - - - - - --- 'L1 __ �� RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 ;,` I I t• ' ;I 0 M�. RAINBIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 15' 90 W 43 (EX.) l NOTES 14'¢ 114,. 33 I I t. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100° COVERAGE a` itra^ 4. I I ! 1 E 1 TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL L . SHEET L-7. 51 E20 '� I'' 34 E 14 I l t 1/41 1 i jt1q 3+a^ E3 48 ■ - _ - iiia' gra" rE7 42 1 1 EQUIPMENT 1 1011 SQ. FT. 2" '� 46 E25 4' 1038 SQ. FT 11/2" '' - - - - 1 1 1 2" �"3 aj 4" „ - r-� 1 > 2 1500 SQ. FT e 4 I 1� ' 11/2" 2402 SQ. FT. 1 I �M; 11/2"&2"EXISTING WATER METERS PER CUCAMONGA COUNTY 11/2" 1 � . dam° J / WATER DISTRICT 31a, �rq� 13 4' \ / LINE SIZE GATE VALVE ®P � WATTS 403-RT-RW �1 �� j WILKINS 500 SERIES 2"PRESSURE REGULATOR �'; ® ' • Q FEBCO 825-Y 11/2 REDUCED PRESSURE BACKFLOW DEVICE INSTALL IN A 1 " 44 •� �• STRONG BOX ENCLOSURE MODEL#SBBS-45-AL 314 `p 2"REDUCED PRESSURE BACKFLOW DEVICE INSTALL IN A t. i I I , >3�4" I 1 t7 r i STRONG BOX ENCLOSURE MODEL#SBBS-45-AL 45 E19 l 1 I ® I' I I r °O.C. E DETAIL 11/4"FLOW METER ! t I >' 34 I I t l I (P CALSENSE FM-1.25B I 1147SQ. FT. 2" t° '' � 4^ 1 ® I Ij Ia I, - - - - ! ` ® SUPERIOR 3100 SERIES 1112" NORMALLY OPEN MASTER VALVE 1�11 N >i 3+4 ` I 1 < ' ` I �' 17�821 CALSENSE ET2000-40•LR-RR-TP-1, 40-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 1 TP110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT 1 s?a' �t3'4ti_ 11/4" 1470 SQ. FT. F . 1 I <} 1 qe I XF.R. REF. 11.2 CALSENSE ET2000-32-LR-RR-TP-1, 32-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER i I INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT - ' 45 TP110 j 1 EXISTING CURB ALONG , I # > ! I ®a" I ( > � RAINBIRD EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN I ' WEST SIDE OF MILLIKEN. a" 4 I ' 1 3 ; r 1 I I ? " IIa 3 a O RAINBIRD 33DNP W. 33DK • NON-POTABLE I K C PL R)%LVE @ 1 p C. Wl 2 KEYS TOTAL 35 1 r I x _ _ _ _ - _ _ _ TYPICAL SLEEVING NOTE. - - - APPROVED SCH.40 PVC MAINLINE. SIZE AS HCI , IN.COVER 18"SHOW GL 315.2"AND LARGER i 1 a 413 "� i I APPROVED SCH.40 PVC LATERAL LINE SIZE A5 SHOWN MIN.COVER 12" 1 f x E9 50 CONTRACTOR IS TO SLEEVE ALL IRRIGATION PIPING ' 1 I 12" 1818 SQ. FT. AND WIRING THAT CROSSES UNDER HARDSCAPE. __: APPROVED SCH 40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS 1 OTHERWISE NOTED 314. 1 )1K 14" grq 46 EXISTING CURB ALONG WEST SIDE OF MILLIKEN. N , 1 X34^ 36 1" �ww �w�ewwwwwwww�l �mmmmwm�m WW + � " 14' E4 48 MATCHLINE 'BB' - SLE: HEEI L-6 �_. DESCRIPTION OF REVISION 4� Ai 1 ++z DATE APPROVED ! + 1 I 14 I 2 1587 S Q. FT. i � 1 I. SHEET KEY MAP 1 11 CITY of RANCHO C1" = 30'CALETRACT 16239 I - 1 ' ' 37 LANDSCAPE IMPROVEMENTS ! 1 TC 32 .37 MILLIKEN AVENUE n/o BASELINE ROAD, i I 3r4" > 1; ' �'? BASELINE ROAD e/a MILLIKEN AVENUE, 1 '1 � LL �. ;};ARBORCREST DR. ELLENA WEST n/o BASELINE ROAD I 1 1 13 14 Underground Service Alert PLAN CROSS REFERENCES - WILLIAMS RIDGE DR . _ AFPROVED BY. _ - DAi E : � o `.' I �j "- ...���1/�/`iv"'.- wv`� `.' „ CITY ENGINEER Q RCE No. 24953 ! 38rE8r �•.�� _ � I; - - '� << ;,a-'" 1c,•um q9., 1 - a ARCHITERRA DESIGN GROUP FOR T O NOTES AND LEGENDS SEE THIS SHEET r . � DESIGN _. Cali: TOLL F , _ � DE G RE „ �"�i E`E �E O L REE _NDE t: a 840 SQ. FT. r �' N / A - i 1 RBORCREST DR ��� w w w w a.w w w w w w1w/2iw I {'' LANDSCAPE ARCHITECTURE I * 11 1 FOR DETAILS, SEE SHEET L-7 �:. , -� �� � � � m SITE PLANNING w-� s tea"` ■■ W.00,MW aFa�as as p w ways w iw w aw�w > t<` _ t t w c� FOR SPECIFICATIONS, SEE SHEET L-12 1N, Q -+ 10621 CHURCH STREET, SUITE los , (((� 1 -800 I I i I I I I I �� i i �gna1 DRAWN RANCHO CUCAMONGA, CA 91730 �,TCH LI N E AA - SEE ABOVE RIGHT ,rtt�' FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 v 4 . • , * 7131/02 _- * MLD (909)484-2800 FAX (909)484-2802 L-5 FOR CORRESPONDING% PLANTING PLAN, SEE SHEET L-8 _ 422-4133 _ - _ P ROAD r4rF 'ate \�oP� CHECKED RLA No. 2834 _ U WIN NO. BASELINE O D O F _CN RWK DATE 2/27/02 JOB No. 0115 5 O TW WORKING DAY BEFORE YOU DIG SHEET 18 0f PRESSURE LOSS CALCULATION 'E' PRESSURE LOSS CALCULATION 'B' PROJECT: TR 16239 LIVID BY: MLD PROJECT: TR 16239 LMD BY: JDD IRRIGATION LEGEND STATIC PRESSURE HIGH:140 LOW:T STATIC PRESSURE HIGH: 140 LOW: 120 SOURCE OF INFORMATION: CARLOS SOURCE OF INFORMATION: Carlos !4 TC 45.11 SUPPLIER: COCOAMONGA COUNTY WATER DISTRICT SUPPLIER: Cucamonga County Water 'strct SYR MANUFACTURER MODELNUMBER DESCRIPTION RADIUS G.P.M. P.S.I. PHONE NUMBER: (909) 987-2591 PHONE NUMBER: (909) 9872591 VALVE STATION/GPM: B32 GPM: 49 �� a� li RAINBIRD 1812-SAM-PRS-5Q POP-UP-SPRAY HEAD 5' .10 30 VALVE STATION/GPM: STATION: E12 48GPM O RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5 .20 30 ITEM:_ P.S.I..L_OSS: VK RAINBIRD 1812-SAM-PRS-6VAN POP-UP-SPRAY HEAD 6' .40 30 ITEM: P.S.I. LOSS: _ i 7 6_ RAINBIRD 1812-SAWPRS-80 POP-UP-SPRAY HEAD 8' .30 30 EXISTING CURB ALONG j a • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .50 30 WEST SIDE OF MILLIKEN. WATER METER SIZE: 1112 " @ 49 GPM 4.70 314' / RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 WATER METER SIZE: 2" @ 48GPM 1,70 PRESSURE REGULATOR SIZE: 2" @ 49 GPM 5.00 RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 8' .70 30 ., 1 PRESSURE BACKFLOW DEVICE: 11/2 @ 49 GPM 13.00 10,RESSURE REGULATOR SIZE. 2 @ 48GPM 11' � RAINBIRD 1812-SAM-PRS-10Q POP-UP-SPRAY HEAD .40 30 G 4.50 3:a•�.. i EXISTING VALVE NOTE. BACKFLOW: 2" @ 48GPM FLOW SENSOR: 11/4 @ 49 GPM 2.40 i V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10 .80 30 12.00 ,� „ MASTER VALVE: 11/2 @ 49 GPM 2.56 � �, _ RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10 1.60 30 FLOW SENSOR: 11/4 @ 48GPM �� 3.06 GATE VALVE(S): 2 21/2 @ 49 GPM 1.00 i B29 13 RAINBIRD 1812-SAM-PRS-I0VAN POP-UP-SPRAY HEAD 10' .80 30 CONTRACTOR TO RENUMBER i MASTER VALVE. 11/2 @ 48GPM 2.46 MAINLINE CL. 315 1854 L.F. @ 49 GPM 13.53 i RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 12 .70 30 EXISTING VALVE E13 AND E19 �� ( ) � � a`J� � 442 SOFT. GATE VALVES : 2 21/2 @ 48GPM 1.00 �� �� a 1 1. VALVE(S): RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 30 30 AUTOMATIC AS SHOWN. MAINLINE CL. 315 : 21/2" 1852 L.F. @ 48GPM 1296 AU OMA IC VALVE SIZE: 21/2 , 11/2 @ 49 GPM 3.65 / RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 ( ) LATERAL LINE SIZE: 314 40 L F. @ 8 GPM 2.05 ,a i " 3 - AUTOMATIC VALVE SIZE. 1112" @ 48GPM 3.60 11/4" 50 L.F. @ 22 GPM 1.36 RAINBIRD 1812-SAM-PRS-12VAN POP-UP-SPRAY HEAD 12 .70 30 MAT H - T , f3; RAINBIRD 1812-SAM-PRS-15Q POP-UP-SPRAY HEAD 15' .90 30 C LINE BB - S SH EET L 5 LATERAL LINE SIZE: 3/4 50 L.F. @ 8GPM 1.43 2 p w1 1/4" 110 L.F. @ 24GPM 0.21 9 L.F.@ 49 GPM 0.15 f _ RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15 1.90 30 - A PR 1 VAN POP-UP-SPRAY HEAD 15' 90 30 RAINBIRD 1812 S M S 5 _ I ; 2" 5L.F. @ 48GPM 0.06 f 1 1 E13 154 .`'. �' 1 . - - - 30.00 r- - IRRIGATION HEAD PRESSURE: �' - NOTES: 1 1 „ i =.' TC 31.22 s: `� 79.40 f IRRIGATION� 11/? 1 I G ON HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL. _- _ �. / 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100°6 COVERAGE ffL w J w 1 SYSTEM LOSSES SUBTOTAL: 72.98 FITTING LOSSES (10% OF SUBTOTAL): 7.94 1 TC 44.7.1_ TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL'U. SHEET L 7. FITTING LOSSES (10% OF SUBTOTAL): 7.30 ELEVATION LOSSES/GAINS (1484. X .433) 6.43 to 4 EQUIPMENT i N ELEVATION LOSSES/GAINS (40.67 x .433) t. 17.61 r 1112 b 2 EXISTING WATER METERS PER CUCAMONGA COUNTY � �;-� � #'3�4°�� TOTAL SYSTEM LOSSES: 80.91 I ,M , " " r '" I `1^ �!I 47 AVAILABLE PRESSURE (LOW): 120.00 TOTAL SYSTEM LOSSES: 62.67 if WATER DISTRICT AVAILABLE PRESSURE (LOW): 126 00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: 39.09 fit 6"SLEEVE ►� WATTS 403-RT-RW 4 ,s a �I LINE SIZE GATE VALVE 1 2 (-) DEFICIT OR (+) RESIDUAL PRESSURE: 63.33 RESIDUAL PRESSURE AFTER PRESSURE REGULATOR: 20.09 4"SLEE VE II i "PRE RE REGULATOR E26 4 ., Q I _ WILKINS 500 SERIES 2 SSU GU 4 RESIDUAL PRESSURE AFTER PRESSURE REGULATOR 19.34 r I 1 FEBCO 825-Y 1112"REDUCED PRESSURE BACKFLOW DEVICE INSTALL IN A 11/2° '+ `CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN WI LLIAMS RIDGE o + I STRONG BOX ENCLOSURE MODEL#SBBS-45-AL Z PRESSURE O 101 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS 1 J a I 2 REDUCED PRESSURE BACKFLOW DEVICE INSTALL IN A '- - . CONTRACTOR TO SET PRESSURE RNECESSARY. 1 SSU REGULATOR TO A SYSTEM DESIGN 1 STRONG f30X ENCLOSURE MODEL#SBRS 45 AL ' PRESSURE OF 83 PSI. CONTRACTOR TO FIELD ADJUST REGULATOR AS CALSENSE FM 1.258 1114"FLOW METER 1 r •I c NECESSARY. Y f '�' ' ''� I " SUPERIOR 3100 SERIES 11,7 NORMALLY OPEN MASTER VALVE , 1 ' w..j '. ;-F �3 4° \ B CALSENSE T2 -40-LR-RR-TP-1 40-STATION N INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ; E10 50 1 C LSE SE E 000 40 S 0 1 _ TP110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT C 2" 2674 SO. FT, w 1 G 1 / O D I i 1 �E CALSENSE ET2000 32 LR RR TP 1, 32 STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER i INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB•24SS/120 VOLT �C , ^ 1 A 1 I a 2^ 1' O.4ia.• 48 1 RAINBIRD EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE,SI7E AS SHOWN VV i 11 4"3; 4 I I i I'-- 3 Q RAINBIRD 33DNP W,!33DK 1 " 5 0 t �' N POT LE I UPLER V VE @ 1 C. W/2 KEYS TOTAL i 4' . I r w w 1 I1 3`a'�\� I I I I t W a`41 y I 4 D w - w APPROVED SCH. 40 PVC MAINLINE, SIZE A5 SHOWN, MIN.COVER 18"SHOW CL 315.2"AND LARGER 1 E1 3 1, 1 1 5 1 52 I ( J ► , ' APPROVED SCH. 40 PVC LATERAL LINE, SIZE AS SHOWN, MIN.COVER 12' - I ,r t 4 - 1 1 ��`` 53 ' 'f B30 5O APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS 1m ww �' i. � � '� y4" I 1 1 I �� 3'q" � 3!4 n- - - 1C'=7�=-;' a" 1" 1!a• 1" \ \ 1 OTHERWISE NOTED ' \ 3/4• a° r 1" 'Q`'Q` 't`= a° 1• 1 '�`t-- -- O 2„ 1266 SO. FT. 1.. +� , 3,4° �.• ` � 3,a^ j- 3,4' 2^ ' - �► ,' ' s'a" Dc` 1v4" �4., TYPICAL SLEEVING NOTE: -�-' - - ; 1"_ -= �. l ;'L�.ca �.,> - � 4' 3/4 - 1114^ 1 .. �, i1r '-1 1s• 'T-'^7 �Y y, 1.� O i_(, z q 7 ,_' _ , LJJ _ S 7 5 ;4. q'., c.` 3!4 :., _t i� 3 - � _�� X �)��x 34 - r' - - = ��' - -\ 3w65 CONTRACTOR IS TO SLEEVE ALL IRRIGATION PIPING - 6 Y + w w www w aj" w w www www w w w w w .(.. ,.. ^ `. w - 1..w w �.. w w w w w w w w w w w w w w w w �� w w w 21 r' � � i r.' �-?.�\7(��-� �=-�--�._. AND WIRING THAT CROSSES UNDER HARDSCAPE. _71 E27 f4 ---- _ ---- -- -- - .- - -- - - - s r w 1" r' 1, \ _ -___-- -- .- . �.-.,� TC 28.22 - - __ - . --_- _ � - U 3J4 \ 1,L �M \ 50 E11 BASELINE ROAD E12 48 \ \. ' 1846 SO. FT. 2 2" 2714SO. FT. LU Z s 1 \ 3 a^ B 1 64 _ T - - - { ■ -^' ; wwJ I _ - I 3�a 1 . 1 \ \ I 3! 3 4" \, \ ` 3r.a \ EXISTING SHEET KEY MAP 63 P.O.C. R DETAIL 4" EXISTING PLAN REFERENCE: -- lil N'T S. CONTRACTOR IS TO REFER TO THE THE VICTORIA GROVE \ \, "3ia^ f z I PLANS PREPARED BY RJM DESIGN GROUP, INC. DATED 1/11/91. \ \ N w RBORCREST DR. CITY OF RANCHO CUCAMONGA DRAWING NUMBER 1299-L. ---:�3;q• \ ' B31 49 Q + 2„ 1651 SO. FT. W 11!4 CONTROLLER NOTE 'B': a _ ! , 11/4 , .1fa" J _ SCALE: 1" = 30' CONTRACTOR TO REPLACE EXISTING 32 STATION - - - CONTROLLER WITH NEW 40 STATION CONTROLLER 1 �. 4, - WILLIAMS RIDGE DF;.�` MODEL # ET2000-40-LR-RR-TP-1, TP-110. TURN IN OLD 1114^` _ CONTROLLER AND OTHER REMOVED EQUIPMENT TO CHRIS GILLI (909) 477-2730 EXT. 4117 . % MAIN LINE NOTE: 3,' ", 1 DETAIL SEE OTO ABOVE C. t-A CONTRACTOR TO VERIFY EXISTING MAINLINE AND SLEEVING •a -" i LOCATION.CONTRACTOR IS TO TAP INTO EXISTING MAINLINE AND EXTEND TO NEW VALVE LOCATIONS. MAINLINE IS TO ~ sr BE PLACED AT BACK OF PROPOSED WALK. I 1 s4', BASELINE ROAD - k ^ ' B i Lr _1 Lu 1 55 1 56 f 57 58 ` 59 60 61 1 o 1 t t 1 I TC 31.71 1 t t t t t t 1 - 0 _ Jim - - 3!4" 314" --- _ - ��-7� p _ 1 3rg J 4' 4' q� - - - ,r - - - - -i _ - n 3� 3% a 1 ,3!4" 4" ,�h_� .s a _ � ,R,11 �, 3� � 3`q" 3r4" , 11,q" �, ! ��� �� _ -�- _� r _ ,, 414r ' -, 3,4 �- 3,a^�� �-� --- -� - DESCRIPTION 0 F REVISION z1 3, w w >y3 .`f sa, *-t - - " -' DATE APPROVED w w w w w w w w -- - 3a, S4.. 34 wwwww 21'2' www -. w , y. _ t wwwwww ewe. F _ All CITY of RANCHO CUCAMONGA- C 30.36 B33 49 z TRACT 16239 U j E13 48 4i 2" 1744 SO. FT. B32 49 � IMPROVEMENTS w 1 2" 2233 SO. FT. q, p 2„ 2366 SO. FT. _J LANDSCAPE P E Z I BASELINE ROAD MILLIKEN AVENUE n/o BASELINE ROAD, J 1 Lll BASELINE ROAD e/o MILLIKEN AVENUE, = 1 i 1 63 ELLENA WEST n/o BASELINE ROAD - - ---�-- - -19 Underground Service Alert+I _ _ APPROVEC) BY: DA1 E MEDIAN NOTE: - �R • CONTRACTOR IS TO VERIFY LOCATION OF PLAN CROSS REFERENCES o H m F q9 ,,P �, CITY ENGINEER RCE No . 24953 VALVE SIZING KEY 0. �o��O'` DESIGN ARCHITERRA ESIGN GROUP �'1 ♦ Call: TOLL FREE MAINLINE TO MEDIAN AND IS TO PROVIDE LANDSCAPE ARCHITECTURE TEMPORARY IRRIGATION DURING FOR NOTES AND LEGENDS, SEE THIS SHEET , ,, C m SITE PLANNING CONSTRUCTION. CONTRACTOR TO PROTECT �� _ I 10621 CHURCH STREET. SUITE 106 SHE E 1 (((( 1 -800 IN PLACE EXISTING IRRIGATION TO FOR DETAILS, SEE SHEET L-7 - ` ��a1 DRAWN RANCHO CUCAMONGA, CA 91730 L-6 pf1� BASELINE MEDIAN DURING CONSTRUCTION, FOR SPECIFICATIONS, SEE SHEET L-12 VALVE # 1 10•--GPM * _ 31/02 * JDD (909) 484-2800 FAX: (909) 484-2802 422-4133 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-3 VALVE SIZE 3/4" -- SQ. FT. �� - FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-9 qr oQ? CHECKED RLA No. 2834 D WING NO. ao TWO W RKING DAYS BEFORE Y DI �F o F_CA \F RWK DAA 3/4/02 JOB No.���-� _ SHE P I __ OF w Q 3 o STRONG BOX SBBC-45-AL Z m -ROUND PLASTIC VALVE BOX b ENCLOSURE BACKFLOW PREVENTER ASSEMBLY - COVER ETCHED'IRRIGATION GATE' NIPPLE-TYPICAL(4)PLACES (CARSON OR EQUAL) c TO SPRINKLER-ANGLE PIPE TO Q Cr SPECIFIED DEPTH WITH 45`ELLS o DRIP FILTER CONNECTED TO BACK r - 1 FLOW DEVICE W/REMOTE CONTOL SCM 00 PVC MALE ADAPTOR a INISH GRADE VALVE WIRED TO CONTROLLER FOR WHITE SCH 80 PVC UNION 'SNAP TITS'WATERPROOF �~1PIATIC FILTER CLEANING BLUE BRASS OR PVC HIPPIE CONNECTORS OR EOUAL HI-POP SHRUB HEAD BODY SET TO ELECTRIC CONTROL VALVE 114'ABOVE FINISH GRADE MULCH PLASTIC VALVE BOX PDXY FILLED WATERPROOF o �:�< .c • ; <s•.n� .< r _ 8'THICKX 1rwIDE MARKED'IRRIGATION RCP' ""+'�''s FINISH GRADE BALI VALVE 1 112'OR SMALLER WITH _ 1 RED CONNECTOR OR EQUAL m CARSON OR EQUAL; c''c '�:r :c:'��'< ;r: �ie~-c�.moi I CONCRETE PAD(LENGTH VARIES ,�.x . ; -..- ETCHED WITH CONTROL:ER _ STAINLESS STEEL HANDLE BRASS WYE STRAINER PER SIZF4AANUFACTURER) BLACK < AND VALVE SEOUFNCE ,i LK 1 I i SLOPE TO DRAIN AT MINIMUM 2°•11 PIG TAIL EXPANSION a "k .; Ir -- WITH 60 MESH _ z RESILIENT WEDGE GATE VALVE-EPDXY I MONEL SCREEN aD - IRRIGATION- CONTROLLER LOOP(MIN 24" LONGI z �e._MLNt FINISH GRADE Z - COATED.2'OR LARGER WITH 2'OPERATING - 1 12' UNION _ FINISH GRADE 1 NUT - � PVC SLEEVE WATERPROOF ALL T VALVE BOX OR PLASTIC EQUAL)WITH PLASTIC INTEGRATED r - _ .. REQUIRED FOR WIRE CONNECTORS sIDEwALK I - _ VALVE 7 7r ••'• PIPE THROUGH LOCKING UD PLACE AT GRADE IN MOISTURE T`IkI II _ '► :► I t► CONCRETE PAD TURF AREAS ANP 3'ABOVE IN " „a NQjE; SENSOR PLANT BE CONTRACTOR TO INSTALL g E 0 U t R E C A 6`DEFP BASE OF 314• NIPPLE -TYPICAL GRAVEL UNDERNE!TH ,• vIG TAIL EXPANSION I 3' 3' - z FROM WATER SOURCE 12) PLACES PIG TAIL EXPANSION k MASTER VALVE AND FLOW = LOOP IMIN 24'LONGI _ LOOP(MIN 24" LONG) a� WHITE MFTERSCH 40 !- `O 90°ro COMPACTION �_ ADAPTOR f`MALE sm (COMMON) BRASS a FLOW E - VALVE WNu ION 3,1. WASHED .� REQUIRED _ F14 CRU SHED AGGREGATE -� WIRES i f,�. Z rk . TO METER . -� i• �: t RED ' n 1111 LINE TO SYSTEMS BLACK R JSP , al :I H 60 PVC NIPPLE T P�R CCWD STANDARD BLOCK ELBOW ( ) !• (ra, r�z r ` CONTROL a COMMON WIRES - OCH 411 PVC t � .• .' -� } ,l '' LATERAL LEx 90'STREE'ELL 90 STREET ELL m TYPICAL 4 PLACES i`d'd e e IDIAMETER NOTE l FITTING MP,RLEx BO° STREET ELL RIGID PIPE AND RELATED FITTINGS SHALL BE PER SAME SIZE AS CONTRACTOR TO INSTALL CUCAMONGA COUNTY WATER DISTRICT STANDARDS. Y > "Is) Low METER SCOTCH LOK EPDXY FILLED CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO ak SIZE CONNECTORS FOR ALL FLOW BRAss NIPPL NONPRESSURE LATERAL LINE TYPICAL (2)PLACES CONSTRUCTION DIAMETER SAME SIZE SENSOR WIRE CONNECTIONS SCH 40 PVC SXSXT TEE ANTI-DRA!N VALVE AS REQUIRED INSTALL--314'WASHED CRUSHED NOTES: IWA, DIASLFY AFTER NOTES COTCH LOKS PRESSURE SUPPLY LINE AS FLOW METER SIZE T _ AGGREGATE BASE 1. INSTALL PER LOCAL CODES. INSTALL ING FLOW SENSOR. 1 INSTALL CONTROL VALVES A MINIMUM OF 17 FROM STRUCTURE OR HARDSCAPING Li OCATE HEAD?TO8'FRWAWALKS CURBS HARDSCAPING MONSTRIPS MINIMUM DISTANCE DOWNSTREAM OF 2 INSTALL VALVES IN PLANT BEGS WHEREVER POSSIBLE NEXT TO SIDEWALKS AND EDGES OF LAWN NOTES: 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 2C FROM ANY UNINTERRUPTED PIPE 15X DIAMETER 3 PACE VALVE BOX AT RIGHT ANGLES 70 STRUCT URE ORHARDSCAP!NG 2 USE TEFLON TAPE ON ALL MALFTMRFADS I PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX- STRUCTURES OR HARDSCAPING OF FLOW METER SIZE! 4 PLACE AGGREGATE PRIOR Te INSTA IATIOIJ OF VALVE Box 3 INSTALL HEADS WITH RilERNA!CHECKVALVE AND.PRESSURE COM-FWSATING 3. WHEN UNIT S NEXT TO A STRUCTURE 5 ATTACH P 4S?I, IDENTIFICATION TAC Wt-APPROPRIATE CON ROIL FR AND FEATURE AS PER THE IRRIGATICIN PLM; 2 INSTALL.CONTROL VALVES A MIN.OF 12'FROM STRUCTURES OR HAPDSCAPING (LE WALL.BUILDING.ETC.) MIN'MUM DISTANCE UPSTREAM of VALVE NUMREFR 4 HEADCONNFC"ON AT BOTTOMINLFT ONLY 3 INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE UNINT'RPUPTED PIPE (TOX DIAMFTER 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAING 4. ORIENT UNIT PARALLEL TO STREET Cr F'� w ME T F:,S'ZF; 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 6 ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONITROI_I-FR AND 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF VALVE NUMBER DISIMILAR METALS 7. VALVE PER STD 518 REQUIREDC BEFORE BACKFLOW PREVFWr R WHEN MAINLINE IS 3"OR LARGER LINE SIZE GATE VALVE BACKFLOW PREVENTER MASTER VALVE REMOTE CONTROL VALVE 12" HIGH POP UP SHRUB HEAD SCALE. N.I .S. #524 (,ALE. N.T.S. # 517 SCALE: N.T.S. # 516 SCALE : N 1 .S. # 518 "-` SCALE. N.I.S. # 539 PLASTIC VALVE BOX b COVER: STRUCTURE OR 'SNAP-TITE'WATERPROOF FINISH GRADE ETCHED -QC' (CARSON OR EQUAL) HARDSCAPING STAND ALONE CONTROLLER WITH ANTENNA CONNECTOR OR EQUAL FOR ---- NON' FLOW SENSOR CONNEC- AT GRADE IN LAWN AREAS TIONS. 6' MIN. LR-DOME ANTENNA AS REQUIRED 3' ABOVE GRADE IN SHRUB EPDXY FILLED LOCATED 24- S-RONG 8111 NIDE. Nc WIRE SERVICE LOOP (LOOP AND GROUNDCOVER AREAS 18' MAX OUTSIDE OF BOX. -_- --' SE-2<SS '2D. ENOUGH WIRE TO EXTEND WIRE MI INSTALLATION/LOCATION COAXIAL CABLE _,. _ - 7 BUNDLE 6'ABOVE GRADE) FINISH GRADE PN. ER CITY AND CALSENSE p D D ♦ ♦ P D REPRESENTATIVE I SPLICE BOX COVER WITH ► ► +! CALSENSE CONTROLLER. NOTE LOCKING TOP ETCHED 'S.B.' z 1 ENC:O R T SJ E C R N R � _ t MODEL N0 PER PLANS BE c ou DFD Pc BE N Z N NS'A:- �NSDE�EN-,,S-R[ 04, 01. 33 DNP QUICK R QU C NTa o-�.E s'DE m � COUPLING VALVE WITH PURPLE INSTALL CALSENSE �- L w INSTALL CONDULETTE W/ �! eo TP DEEP WP','BOX , `'J4 ' I P AN RAR RUBBER CAP 3 N L E EAS -- 1 CALSENSE HARNESS W F - INISHNON-PRESSURE 120 VOLT DUPLEX 0 STAINLESS STEEL WEATHER TIGHT ELECTRICAL GRADE I1 I I LATERAL LINE OUTLET (GFI) � SCREW CLAMP CONDUIT FITTINGS. ;�e' :' II 1 I 3•-6 X 3•- x � ----_--- e NIViv OF � MINIMUM (3) PLACES M Foo*nuc INST.A'. A r�NlNuv of -T-7-,j ?X r .,F •• .. .. _ ABOVE CRA.,_ ANC SCOPE Z RESET 1 I" - TDA 'C DRAIN AT NIN''.NL4 11F 2% � 3i4`WASHED „__ CRUSHED �1 °D AGGREGATE BASE 4D CALSENSETP-1 I COMMON WIRE/CON'ROL WKS w . > TRANSIENT PROTECTION BOARD __ scH.a PVC - N CLEAN BACKFILL • a , _ z . . >, . ° - _ ..o Du 90 ro COMPACTION F► /` 12' X 18'GREEN PLASTIC METER owl _ PRESSURE SUPPLY LINE 80X. CARSON OR EQUAL '•A °4 •' ►'► •° 120 VOLT WIRE h. Rr L STEEL', 6` CONDUIT PER LOCA;, CODEI---' 90' SWEED ELL SCH 40 BRASS NIPPLE TO POWER SIDE OF CABINET SCH 40 BRASS NIPPLE I- -"..-.�- lR-OOY' HTENN 24" LONG ENCLOSURE MOUNT " T - CONTROL WIRES MIN.2'OF CLEAN EARTH HEAV`• DUT?' WEA.'HER RE51sAN' 1 PHOTO E.EC.RI- SKITC FOR $EC.RIi�' j. ''•S'{�- LIGN- CON1Ru. AS RE OUIRFC PER PANS NOTES: I. INSTALL CONTROLLER PER MFG PRINTED INSTRUCTIONS AND PER LOCALII �I "c--- ELECTRIC METER •cR SCE NOTES: CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR CALSENSE CONTROLLER MODEL No `J SCH 80 PVC 90° SCH 40 BRASS 900 ELL PRIOR TO CONSTRUCTION. EP JTOS-ON ROLLFR 1. BELOW PAVED AREAS A MINIMUM OF 8°LAYER OF CLEAN EARTH SHALL BE STREET ELL 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLANS DESIGN kSTAI:ATION STD INSTALLED ABOVE AND BELOW PIPING SEQUENCE OF REMOTE CONTROL VALVES SECI-R,*- IGS -- --- ^--- PRESSURE SUPPLY SCH 40 BRASS 900 3. RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH TIMER REOUIRE- PER L_ PANS. FINISH LINE FITTING STREET ELL BRANCH OF THE MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE �'C 2. PROVIDE MINIMUM COVER OF 24"ON PRESSURE SUPPLY LINES 3'AND LARGER. WIRE AT THE ENCLOSURE. RADE 8' GROUND ROD PRESSURE SUPPLY LINE #4 REBAR STAKE F SCH 40 coNou� � Z24VOLT WIRES. TAPED AND 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. FOP sec.;Rm uc.+T vin �I I I I I( 3. WHEN USING RECLAIMED WATER, MAINTAIN MINIMUM 10'HORIZONTAL SEPARATION (24• LONG) S. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE w,aING ---- I I I 2 120 VOLT WIRE IN mG11 BUNDLED AT 15 FT. INTERVALS BETWEEN POTABLE AND RECLAIMED PRESSURE LINES. WHERE LINES CROSS, CONTROL VALVES. 1 STEEI CCNDUI' ;PER S. ANTENNA PORT TO BE CONNECTED TO LOCAL RADIO ='!r a k_I LOCAL CODE) PROVIDE PVC SLEEVE FOR POTABLE LINE MINIMUM 5'EACH SIDE OF RECLAIMED NOTE' (LR)AND BE OPERABLE TO THE CITYS YARD CENTRAL COMPUTER SYSTEM 2 CU. FT. PEA GRAVEL WATER LINE. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX, PRIOR TO ACCEPTANCE F= - - a. BUNDLE WIRES WITH TAPE EVERY to'. 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE : QUICK COUPLER VALVE CONTROLLER ASSEMBLY CONTROLLER 24 VOLT SPLICE � �TRENCHING DETAIL SCALE: N.I.S. #535 11, SCALE: N.I.S. #524 SCALE. NTS. #522 SCALE: N.T.S. #540 SCALE: N.T.S. #532 1800 PCS SCREEN PERFORMANCE ;-PND S C A Pc $TANPARD-&SMALLRADI_US$PRAY_PATTERNS AND UMBRELLA BUBBLERS r' - - - . . -- - - _ O Krum 419 W MODEL PCS-010 PCS-020 PCS ow PCS-040 PCS-060T PCS-090 PCS-125 PCS 175 PCS 260 PC-9-170 GPM 0.1 0.2 0.3 0.3 0.6 0.9 1.25 1.75 2.6 3.7 COLORJPURPLE BROWN ER ORANGE BLACK �WHITE_�GREEN- YELLOW BLUE RED - - - - - - (0 c) 8F 1' 3' 5' 8'# 8H 2' 4' i' 7' 8'# _ 'J Q CLEAN BACKFILL-SEE SPECS 8T 3' S' 5' 91# FOR MATERIAL 90% COMPACTION HARDSCAPING(SEE NOTE#4) 8Q 2' 5' 7' 7' REQUIRED 1OF - 8' 5' 8' 10' 10H 2' 6' 2' 10' 11'# 11'# \J. Date 10T 2' 6' 7' 10'# \4 rF FAQ 100 2' 5' 8' 7' \\ 12F - 101# 5' 7' 8' 12'# 12TO 2' 3' 5' 7' 10' 10' Z 12TT 2' 3' 5' 9' 11' 12'# i 12H 4' 3' 8' 10' 12'# 12'# 12T 2' 6' 4' 10' 12'# 120 8' 10, 12'# 15F - 5' T 11' 13'# 6. 15TQ - - 6' 8' 8' 151# PROVIDE 6'MIN.OF SAND 15TT 1' - 5' 6' 8' 12' 15'# BEDDING AND SHADDING TVP. CONTROL WIRE SLEEVE- 15H - - 1' 4' S' 8' 12' 12' DESCRIPTION OF REVISION SIZE PER PLAN,INSTALL 15T 3' 4' 8' 12' 15'# 15'# NON-PRESSURE LATERAL LINE - ADJACENT TO PRESSURE 1 2 5 61 12 15# DATE APPROVED N 15SO - 7' - 12X12' 14X14' 20X20' 23X23' SLEEVE-SIZE TWICE DIAMETER _. .- SUPPLY LINE. 17SST 0X18' 0X10' 16X16' 9X30' CITY I RANCHO C OF NON-PRESSURE LATERAL 15CST 4X22' 4X29' 4X39' 9X24' O LINE 15SST - 4X12' 4X24' 4X27' 4X3-' 4X40' 15EST 4X14' 4X16' 4X1 TRACT 16239 4X18' SF - 3" 4" 1' 2' 3' PRESSURE SUPPLY LINE SLEEVE- SH-B 5" 10" 6" 2' SIZE TWICE DIAMETER OF PRESSURE 5CS 5" 10" 3' 1' LANDSCAPE IMPROVEMENTS SUPPLY LINE SCST-B 7" 14" 3' S' 16F-SLA - g" 5' 1' 4' 6' 14' 16'# MILLIKEN AVENUE n/o BASELINE ROAD, BASELINE ROAD e%o MILLIKEN AVENUE, 1 LA 6 1' ' 5' 10' 13' 10' ELLENA WEST n/o BASELINE ROAD NOTES: 16Q-SLA g" 2' 5' 3' 12' 16'# 16'# t. ALL SLEEVES TO BE SCH.40 PVC. 22F-SS - - 8' 1' 4' 6' 17' 21'# 220-SS 2' 1 3" 5' 12' 18' 12' IRRIGATION DETAILS 2. EXTEND ALL SLEEVES 12°BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 220-SS _- a"_ 2' 6' 3'�' 15' 20'# 22'# 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. *RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI. I l t/ T NOTE: SCREENS WERE TESTED AT 5OPSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS. A P P P O V E D BY .-.- D Q I E - 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES. CITY ENGINEER GZt,cc� RCE N 0 .24953 STD.(24° MIN.TO 36"MAX.DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). SLEEVING DETAIL PCS SCREEN CHART JDD DESIGN ARCHITERRA DESIGN GROUP TWNDED _ . , LANDSCAPE ARCHITECTURE SITE PLANNING - _ _ .. .. ->!.-���nw awI eNIIwnR�Imlen���ulw�wl�e��u11♦��ns��� 10621 CHURCH STREET, SUITE 106 SCALE. N.1 .S. #533 SCALE: N.T.S. SCALE: SCALE: DRAWN RANCHO CUCAMONGA.CA 91730 JDD (909)484-2800 FAX: (909)484-2802 L-7 CHECKED RLA No. 2834 O F WING NO. RWK DATE 2/27/02 JOB No. 0115-5 �- SF iEET _aD OF S2 PLANTING NOTES: 10 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND S-8 S-5 S-14 SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT.AND REPLANTING 103 1 AREAS WHICH ARE NOT INSTALL ED PER PLAN AND SPECIFICATIONS S5 . � - 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT REQUREMENTS,STAKING AND BACKFILL T-6 ° S 8 V_1 REQUIREMENTS. 15 2 19 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF.MERSELF WITH ALL UNDERGROUND UTILITIES.PIPES.STRUCTURES, ETC.,AND SHALL TAKE SOLE 3 S-2 MATO H L I N E 'AA' - SEE BELOW LEFT RESPONSIBILITY FOR THE REPAIRIREPLACEMENT.AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND FACILITIES W►a.w M MO-w="=ow——1———————� 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN 8 ° S-11 S-8 11 12 COMPLETED.FINAL GRADES HAVE BEEN ESTABLISHED.THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED. A R BO R C R E ST D R . s--- AND THE WORK APPROVED BY THE CITY 4 18 S-2 ( S-4 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION FINAL LOCATION 3 T-1 T-6 S 1 3 OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. T-3 I 1510 45 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS ANDIOR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK. s S-2 o 24 1 s THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT S 1 DUPLICATE OF ORIGINAL WORK OR PLANTS UNLESS OTHERWISE APPROVED BY THE CITY 8 48 a S-5 C: i, ; __ V-2 21 7. PURPOSES ONLY FINAL QUANTITIES FOR PLANT MATERIALS INSTALL ED SHALL BE r I '� QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE S 11 S 15 I �, j,_ V-1 GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. S 8 S 1 2 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE e S-15 45 46 ? LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS AND DETAILS HEREON S1 7 S-13 'i `,P } '` V-2 38 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. 26 � S-9 S-4 t 28 31 T-6 14 S-2 2 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED r ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS) ROTOTIL THE REQUIRED SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED ,l� `• i 24 2 I �6 j RATES PER 1,000 SO FT. 5 _ S 1 S 13 59 4 CY.NITROGEN STABILIZED SAWDUST ° `+ I T-6 -- 120 LBS GYPSUM S-9 S 4 ) 65 22 15 3 ' 125 LBS GRO-POWER PLUS 6 ° 14 I < , I S-2 S-14 S-4 ` XER. RF.F. 1.5 11. LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS.AND BLEND INTO EDGES AT GROUNDCOVER Q AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR 1 S-11 3 I 15 15 r S 4 S-5 4 SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMEN. SHREDDED MULCH IS AVAILABLE FROM: 22 5 T-1 ;I 39 EARTHWORKS SOIL AMENDMENTS 5o s-5 ,5 2 S-3 XERISCAPE ASSESSMENT SYSTEM SUMMARY N09)53 33 S-13 s i { _ 50 'TRACT 15492 LANDSCAPE IMPROVEMENT* 0915383321 33 37 :f(?Z a. S-54) S 1 r., x- 6 ``"� 63 _ 12 47 i X ► 30 — POINTS REFERENCE(Sheet Ref#CLAMED S-8 Q. P19 _ ` S_2 3 _ I. LANDSCAPE(Pant Value) PLANT LEGEND XF,R. REF. 1.1 -1 � �. 12 S-17 40 1. Water conserving plants. (20) 20 L-8,'1.1 SYMBOL . 47 S 2 S-3 r S-5 6 2. Turf limited to 25%(45%residential). (20) 20 L-8/1.2 CALL-OUT BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS QTY 13 ; S-419 36 6 ° S-4 3. Plants grouped by watering need. (10) 10 L-84.3 TREES r t � S-2 29 S 1 2 6 4. Hardscape(non-irrigated)surfaces. (10) 10 L-84.4 O T-1 Cinnamomum camphora Camphor Tree 15 gallon 30'o.c. Standard 17 44 ` 13 17 S-2 ° S-10 -- + 5. Permeable paving (5) T-2 Eucalyptus sideroxylon'Rosea' Red Ironbark 5 gallon 35'o.c. Standard 0 ° . o S_5 9 74 l' 6 T 6 6. Low-water turf varieties (5) O T-3 Lagerstroemia indica'Muskogee' Crape Myrtle 24"Box 20'o,c. Muulti-trunk 1 S-9 ; 64 x � 53 ---- ,�. . . 15 1 _ �' Q — I _ , S-5 7. Mulch provided in non-ground cover areas. (5) 5 L-8-'15 15 e S_1 S 8 11 O+ T-4 Liquidambar styraciflua American Sweet Gum Per Plan 25'o.c. Standard 6 � 4 I 8. Soil amendments. (5) 5 L-84.6 S-8 e x 31 22 Z T-1 � T-5 Magnolia g. 'St. Mary' St. Mary's Magnolia 15 gallon 20'o.c. Standard 0 33 z e ° " S 17 O x S-5 � ► 7 Total Points Claimed; 70 O T-6 Pinus canadensis Canary Island Pine 15 gallon 25'o.c. Standard 4' 31 � . � S-11 ;(E > e — S-2 — �^ (Minimum Points Required 60) �< 6 : T 1 x 15 5 S 11 11 SHRUBS Z 7 - — — —�--- — — — — 5 t_ a' S-3 S-1 Festuca ovina glauca Elijah Blue Fescue 1 gallon 12"o.c 1605 S-13 W 34 �h S-15 j° 11 42 0 S-2 Dietes bicolor Fortnight Lily 5 gallon 4 o.c. 244 ' X_ S-13 4 26 J S-1 e S-3 Grevillea'Noellii' NON 5gallon 5'o.c. 66 S 2 J S_4 S-9 , ° c _JV 122 o O S-4 Pennisetum orientale Fountain Grass 1 gallon 30"o.c. 181 g 4 1 1 1 x S-4 o S-5 Hemerocallis hybrids(evergreen) Daylily 1 gallon 2 o.c 1/3 ea . mix yellow. 708 S-5 4 4 Droll9e•p nk I S 10 S 2 S 5 �� ® S-6 Lavandula dentata French Lavender 1 gallon 3'o.c 0 37 J x S 1 11 24 12 -' S-2 ° 8-5 — 17 28 b o S-7 Nandma domestics Compacta Heavenly Bamboo 5 gallon 30"o.c 0S-2 S-5 xk 6 4 0 S•8 Nandina domestica'Nana' Heavenly Bamboo 5 gallon 2'o.c. 2 81S 1, x 11 22 S- 15 3 5 S 10 , a k T 6 5 ° O 3-9 Pittosporum t.'Wheeler's Dwarf Wheelers Dwarf Tobira 5 gallon 4'o.c. 97 S 1 S 3 a 22 15 3 '' S S-8 91 x i 19 2 >.<: S-10 Rhaphiolepis indica 'Springtime' India Hawthorn 5 gallon 6'o.c. 53 20 �� 10 A S-4 Lry°o — 3 �y A , ��. tt'• S 1 a�< S-4S5 S1 ' a Me•. a u. O S-11 Juniperus h. Wltonii' Blue Carpet Juniper 5 gallon 6 'o.c. 52 M!!IKEd AVE. N A, Fu 3. St DPE MME � <N S-12 Leucophyllum frutescens Texas Ranger 5 gallon 8'0.c. 0 S-15 \ 44 2TO zeRow.ESEF'a wi'iE N"VAR'[S S-2 e S13 TracheIosperm m lasminoides Star Jasmine 1 gallon 24o c 2 6 01 14 7 8 ° s-15 S-B S2 1 SECTION A-A S-14 Juniperus c.'Sea Green' Sea Green Juniper 5 gallon 5'ac 28 S-13 ° Q N.T.S. S-15 Lantana montevidensis Trailing Lantana 1 gallon 5'o.c. 81 e 28 E 15 4 s 1 C — — r--- O S-16 Cotoneaster buxifolius NON 5 gallon 6'o.c. 0 S-1 S-9 C, S-9 35 x ` 1 1 106 O S-17 Rosmarinus o. 'Tuscan Blue' Rosemary 1 gallon 6'o.c. 36 13 - x _ S-2 8 — — -11 S-15 > ® S-18 Abelia g.'Edward Goucher' Glossy Abelia 1 gallon 4'o.c. 0 _ S _-_ C S-2 6 x 8 j` 14 a � 45 ® S-19 Berberis thunbergii'Crimson Japanese Barberry 1 gallon 30"o.c. 0 19 x S-10 e ° T-1 Pygmy cultivar S-5 S-5 14 T 4 -_ n �; 15 3 15 6 40 � o -- S-5 18 VINES 26 o S-4 S 5 - ^7 V-1 Macfadyena unguis-cat Cat's Claw Vine 5 gallon 15'o.c. Train to wall 7 4 15 3 40 'ikS 8 1, % 6 A V-2 Parthenocissus tricuspidata Boston Ivy 5 gallon 15'o.c. Train to wall 62 39 s-1 , S 17 S-1� �— ✓— I 142 � �� 4 46- e S-9 S-5 53 o T-6 28 �z`: 7 �] S-1 JVG r„,�.,i SYMBOL LEGEND ---..........---�-- — i— ---_ ��.-- �-,_ S-5 25 S-3SEE SHEET L-9 MATCH LINE 'BB' - } 35 s 11 F DESCRIPTION OF REVISION DATE APPROVED TREES s 4 5 ; r T-6 T� - TYPICAL VINE NOTE: �_ SHEET KEY MAP S-13 .4;. 15 3 VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY CONTRACTOR CITY o f RANCHO C CALL-OUT 46 � S_5 ,; ° TO LOCATE 1/1NES ON STREET-SIDE OF WALL. � I - - y SYMBOL �} ° X S-5 f ' L — — SCALE: , so' TRACT 16239 15 _ �-�-- '� s-2 '� 3 I MULCH NOTE: w t LANDSCAPE IMPROVEMENTS SIZE S-11 I CONTRACTOR SHALL INSTALL,A 4"LAYER OF SHREDDED MULCH IN ALL ' t (gal./box/BTF) 5 1 6 x I SHRUB AREAS, 1.112"IN GROUNDCOVER AREAS MULCH SHALL BE WOOD w MILLIKEN AVENUE n/o BASELINE ROAD, QUANTITY y,. ,� V-1 FIBER MATERIAL AS MADE BY EARTHWORKS, NORCO,CA, (909)538 3321 a ,1 BASELINE ROAD e/o MILLIKEN AVENUE, ARBORCREST DR. S-1 ' SUBMIT SAMPLE OF MATERIAL PRIOR TO PURCHASE AND/OR PLACEMENT z ELLENA WEST n/o BASELINE ROAD SHRUBS T 37 x 2 % FOR CITY INSPECTOR'S APPROVAL Y 1 z , � 13 ° 0< S-5 V Y • CALL-OUT __ — �7_ _ _S-514 - - - Underground Service Alert PLAN CROSS REFERENCES ' '. _ WILLIAMS RIDGE P� -. _ AF'PHOVEU EKY: UA1 E : SYMBOL _ s-1 1° 25 ______ ��rar ! , Y _ — oaNU E q , CITY ENGINEER RCE No 24953 QUANTITY o I . _ z FOR NOTES AND LEGENDS SEE THIS SHEET — �` '�a 9�, ARCHITERRA DESIGN GF30UP S 8 11 A R BO R C R E ST D R. Call: TOLL FREE F t e� wa s, DESIGN GPD LANDSCAPE ARCHITECTURE I� _'D 24 .� � 1 OR DETAILS, SEE SHEET 10 t. - -c1� M�m•• s w w a�. a.w.lw�� �s ►� s s-ter SEE SHEET L-12 L ;! SITE PLANNING FOR SPECIFICATIONS, � ��'�, � � ��" a_ o -a 10621 CHURCH STREET, SUITE 106 ��(� 1 -800 I I I I ' I ' ' r I _ _ DRAWN RANCHO CUCAMONGA, CA 91730 SHL f. I MATCH LI N E 'AA' - SEE ABOVE RIGHT u�1( V FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 4 I y� � * FAC (909) 484-2800 FAX: (909)484-2802DA �--8 .. v s Y . , 422-4133 FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-5 s Q� rq _ -- Dec �� RLA No. 2834 r BASELINE ROAD `F. 0 C p1. - RCY- CHI CKED DRAWING NO. F jRV VK DATE 3/4/02 JOB No. 0115-5 D-L TWO WORKING_ DAYS BEFORE Y DIG -- — SHEE 1 -,,?-1— OF S-7 . S-5 PLANT LEGEND ^ 13 16 SYMBOL CALL-OUT BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS QTY S-, • T-2 TREES 70 • O T-1 Cinnamomum cam phora Camphor Tree 15 gallon 30'o.c. Standard 2 S-18 10 O T-2 Eucalyptus sideroxylon'Rosea' Red Ironbark 5 gallon 35o.c. Standard 11 T-1La rstroemia indica Cra a 24"Box 20'o.c. Muulti-trunk 0 15 2 V-2 � O T-3 9e � pe� + T-4 Liquidambar styraciflua American Sweet Gum Per Plan 25'o.c. Standard 7 M ATC H L I N E 'B B' - SEE SH T L-8T-5 Magnolia g. 'St Mary' St. Mary's Magnolia 15 gallon 20'o.c. Standard 44 wr-TWIM-1 . �- � S-5 0 S-17 C S 1 �� 14 S 19 O T-6 Pinus canariensis Canary Island Pine 15 gallon 25'o.c. Standard 9 1 e: 116 "r S 15 S-3 SHRUBS 5 x 7 Z S 1. WAs'-c• 7 EL1.FNA WEST ® S-1 Festuca ovin glauca Elijah Blue Fescue 1 gallon 12 o.c. 2227 S-17 " avJ PLANNER oaEtLE 0 S-2 Dietes bicolor Fortnight Lily 5 gallon 4'o.c. 110 3` W - 7�WA_ `r 117 6 3'1 SLOPE MAX. OP19'O.W.«EASEMENT PLANTER n I S-3 Grevillea'Noellii' NCN 5 gallon 5'o.c. 7 S-1 T-fi P/L I Q 97 15 2 SECTION C—C WILLIAMS R I D E DR. V-1 S 1 O S-4 Pennisetum orientale Fountain Grass 1 gallon 30"o.c. 62 N.T.S. Z S16 S12 ' r � 2 67 o S-5 Hemerocatlis hybrids(evergreen) Daylily 1 gallon 2'o.c. 113 ea''mix yellow, 366 orange, pink 6 c 17 S_1 g ® S-6 Lavandula dentata French Lavender 1 gallon T o.c. 110 _� -- S-5 V-2 ---� 27 / r 8 108 ® S-7 Nandina domestica'Compacta' Heavenly Bamboo 5 gallon 30"o.c. 122 ,f J �' , S-5 S 4 C / ' S 2 V-1 16 T-2 O S-8 Nandina domestica'Nana' Heavenly Bamboo 5 gallon 2'o.c. 0 =i 5 9 4 12 3 S-9 Pitt t. 'Wheeler's Dwarf Wheeler's Dwarf Tobira 5 gallon 4'o c. 0 V-2 osporum y Cu O 22 T-fi S 4 S-5 S-11 S-4 S-17 S-1 S-4 S-5 S-6 S-4 S-5 k<« S-10 Rha ►ole indica'S me India Hawthorn 5 anon 6 o.c. 0 I� 0 4 Ph fx� 9 T-4 15 1 4 1 32 9 1 4 16 107 4 ,. ❑ 9 14 4 6 6 49 5 T5 - T5 t S 18 S 5 S 17 S 2 LL- � • S-1 i ni h.'Wilt n t r hon 6 Ju rus on Blue Ca J 5 6'o.c. 5 ! _ _ 1 Pe � � 9a S6 I 0 .; s 1 2 1 51 ( 5 27 15 ,7 22 5 4 18 40 w S 18 - 3 7 S-5 � ,J I 14 � S-12 Le lum frrtescens Texas Ranger 5 gallon 8 o.c. ��YI � 9 17 o r 18 e f 1 -1i• A - 53 �� 54 i S 9 S 7 ospermum jasminoides Star Jasmine 1 gallon 24"o.c. 0 -. - s S 13 Trachel S-14 Juniperus c'Sea Green' Sea Green Juniper 5 gallon 5'o.c. 0 ES �s 7X1 IX`,�,Y 7 _ V 2 Y11 r> e S-15 Lantana mentevidensis TrailingLantana 1 gallon 5'o.c. 33 pp t {tet- ._, t4, .+�, - u� o o n ° ° •• ....4"S. � .ir~* ....\ i .. %', ,..'S 4• P 25 - e `. -. .. 1 1 otaneastp!buxifolius NON anon 6 0. . 22 S5 , ' O 5 v 19 } _ _-_-_ „= • ^r f p' - S S-17 Rosmarinus o. 'Tuscan Blue' Rosemary1 gallon 6'o.c. 79 65 I _- -- --- -18 _-- S o �7 ` at > S-i S-4 =1 = ' 14 73 S-18 Abelia g.'Edward Goucher' Glossy Abelia 1 gallon 4'o.c. 145 S-11 -- _ � S-6 .�. 142 4 _ — ® S-19 Berberis thunbergii'Crimson Japanese Barberry 1 gallon 30"o.c. 564 S-5 S-2 S-1 S-19 1 1 16 1 Pygmy' cultivar S-5 S-15 S-5 S-1 S-4 S-16 S-2 S 1 S 19 e43 8 15 47 34 S-1 S-1 S-19 S-1 S 1 S-1 'S4 S 1 T-6 S 1 1 - S-19 45 28 28 89 Q5 6 9 45 35 BASELINE ROA 54 33 16 28 190 70 4 73 15 2 94 1 w 24 VINES I E3 I ,, S 5 V-1 Macfadyen unguis-calf Cat's Claw Vine 5 gallon 15'o.c. Train to wall 7 1 64 32 V 2 Parthenocissus uric 'data Boston 5 anon 15 o c Train to wall 89 CL �7 1 � wY 9 — _ _ �--_ _ 5� — — I — F — --� — --� S-7 , o `a .. a S-18 ;.•�1 15 S ' SHEET KEY MAP TYPICAL VINE NOTE: -� a 76 63 VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. CONTRACTOR TO LOCATE VINES ON STREET-SIDE OF WALL. >"3 ° a a S-5 32 MULCH NOTE: � � � 1 f W N CONTRACTOR SHALL INSTALL A 4"LAYER OF SHREDDED MULCH IN ALL a Z SHRUB AREAS, 1 1.2"IN GROUNDCOVER AREAS MULCH SHALL BE WOOD - - _ -; ,. j `-ARBORCREST DR. FIBER MATERIAL AS MADE BY EARTHWORKS. NORCO,CA, (909)538.3321. Q SUBMIT SAMPLE OF MATERIAL PRIOR TO PURCHASE AND'OR PLACEMENT w �? T FOR CITY INSPECTOR'S APPROVAL ) S-7 -------------------- _ SCALE: 1 = 30 _ WILLIAMS RIDGE DI WA FOO Nf; '1 'G 25 S'-C' _ 7 BASE L'NE RD • Y IND PLANTF"AND)OP C�BB','r SIDEWALK ANTER S-2 `• S'2 �� Si OPE MAX OR coBBl F 2 y 73-C'30'R.O.W+FASFM'NT P L - Ili A SECTION B-B s-7 .; _ , '-- - �r� r N.T.S. S-11 ° °' BASELINE ROAD 62 � o S-4 4 1 V-2 S-2 S-19 S-18 S-17 1 T-5 S-18 S-5 T-6 S-2 S-17 S-,8 S 19 ! T-5 T-6 S 5 S 17 T-6 •• 1 29 10 22 22 16 15 1 7 g 15 3 6 13 27 29 E 151 15 2 4 10 15 1 w 1 55 56 y 58 9 6 6 S „ �`�:.r . > • .. 1 ; I � � • • S- u 5 , i ia•.Y ?P.1Y'i 1'r'! .--. ..� : ., '._ - r-i _ ,Yr Y- .Y�Y fps .f: 7'- r ' 7.- h �y `l { E T-4 d. X C)E SCRIF'TIQN OF REVISION �.�F. r• t n DATE AP 3DVE D f.: - �a i fff .A. .. � - 21 Q CITY of RANCHO CUCAMONGA— bi U 1 S 19 S-1 S-5 S-4W TRACT 16239 1 S-6 S-5 S-,9 S-, S-4 S-, 46 50 10 4 S-, S-19 s-4 s-, s-fi s-5 s-,9 ///S_1 s-4 s-4 s-5 s-2 s-4 LANDSCAPE IMPROVEMENTS ti••1J 1 44 37 69 152 5 50 50 12 4 104 27 17 116 124 4 4 17 8 4 ' J z 1 BASELINE ROAD W MILLIKEN AVENUE n/o BASELINE ROAD, LINER AD / MILLIK J 1 BASE O e o EN AVENUE, = 1 I 63 ELLENA WEST No BASELINE ROAD U 1 8 F— ----- -+-- Q Underground Service Alert 1 APPHDVED BY: DAT E ��- -� PLAN CROSS REFERENCES ,�a`' �ru,rk, F q9�. CITY ENGINEER RCE No. 24953 Gail. TOLL FREE `� �•. � � Ty��)E[) m V19 �, DESIGN ARCHITEEiRA DESi �N GROUP GPD LANDSCAPE ARCHITECTURE 41UFOR NOTES AND LEGENDS, SEE SHEET L-8V� -4 SITE PLANNING Ili TE 106 1 -800 FOR DETAILS SEE SHEET L-10 �'" DRAWN 1RANCHO CUCAMONGA, CAURCH STREET, l917 0 SF1E E 1 1;i��atu� FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-3 g& * FAC {909)484 28u0 FAX: (909) 4a 2so2 '9 4224133 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-6 'q 1E ?� CHECKED RLA No. 2834 l oQ DF WIN � N0. p1.�� RWK DATE 2/27/02 JOB No. 0115-5 I�-- TWO WORKING DAY BEFORE YOU DIG -- SHE E 1 ;Lo—L OF NOTES N t REMOVE NURSERY STAKES ^ J2 STAKES TO BE PLUMB AND \ PARALLEL W F l STAKE TREE PE ROE NDICU UR ^ t TO PRE VATTING WIND ` v �� I\ N S 31X 5 v ' ^ � wN/E LJv TIGHTLY COMPACTED 3'BERM TO FORM LEGETID U VDEPRESSED WATERING BASIN TOP TIE TO BE PLACED AS LOW TOP OF STAKES BELOW HEADv ALLOW FOR WIND FLEXING OF THE TREE OF TREE WHERE SPFGFS GROW'EH TOP OF ROOTBALL TO v 4•WOOD CHOP MULCH / ABOO E FINISH OP OF GRADE LR DDEO FxTEND2' Yom^ 1 GALV TURNBUCKLE BUT NOT SO LOWAS TO LOSE SUPPORT HABIT PERMITS EXTEND 2'ABOVE �� (\ `/ ORIGINAL GRADE ORAlLO1NTHEHEADTODROP � MAIN TRUNK FINISH GRADE NATIVE BACKFILL WrFHNOROCKS GRE ATER THAN 3'DIAMETER 2 DUCKBILL EARTH ANCHOR it DTS TOTAL SYSTEM 1• ( ) TOP OF OF STAKES BELOW a - 12 SETS Of CINCH TIES OR EQUAL PER CITY STANDARD#503 HEAD of TREE WHERE a SPACED 24'APART ATTACH 3 BERMTIGEITLYCONpACTEDIN Ib 6 SPECIES GROWTH HABIT PERMITS W GALVANI7F('SCREWS TO 3' PUCE TO FORM WATERING BASIN 3 NP•T1VE SOIL BAC Ill — AM.IN TRUNK 12'MA.YIMUM LODGE POL FS Ri SETS OF CINCH TIES SPACED IA• _ APART AT'ACH wIT«GA L IAN17ED . ., 2'DIA LODGE POLE PINE STAKES 5. NE W RUBBER HOS 2•DIA SLODGE POLE PINE STAKES O DRr, ESFRVA V. CT T 2'ABOVE WISH GRA nF A H WMC;TF T. c AIN § i l' -:. �{1A. 4. NATIVE SOIL _ -- TOP OF ROOTBA.,TOEXTFN• MT 'E.A.�N1 OF{, TNTC ilN 1 3 I R. E OVER WIRE AT POINT OF WIT wooc PRESERVATIVE STAIN DES "RBI 1,solL AND PJS.TtoN I 1 ROOT BALI I 2 CONTACT UNDIS UR EI N SOIL AND POSITION OWGI GR ,. STAKES 1 ROOT BALI ,OUTSIDE ROOTBAC. n STAKES Ol StD-ROOT SA.L T BFRN'TIGNT V COWACTEI 7 - IN PIA�E TO FORMI'rA.?ERING _ 6. (3)DOUBLF STRAND GUY WIRES SPACED ARBOR GUARD In TURF AREAS AND BASin LO0 OPMWAIE OF I I}}'1 —P'.ANT PIT TO BE(2)TIMES THE 11 IRONT vaaDS p�An,P.T — 1111;1 I �... 11 1.11K� I 'AIf""OF THE a00' BAL_ 3 1 _ �r '(.Il_. PLAnnw7T08Et7TiMESTHE EOUALL Y AROUND THEE COVER W WHITE oP OF ROOTBALL TO EYTF ND 2' I _ 1 _ PVC 17 DIA TUBING LENGTH 3 3' ABovE F NISH RaoE t _ WI D,"oF F R°o Ra 1 7. 3'HIGH EARTH RERM WATERING BASIN o FORK 'IGH. ONPAC EO 3'BERN T I f j IN BASIn OR RESIDENT.AL AND AA 7 I t I hT T NATIVE BACKFILL WITH � �.... T PR..ONS LOCA,_ . a n � Tc AREAS'O BE RE N''VE. IOP .RAN'.' IA V1IE .. II. Z i{tlli �T•T .'�.I IY �i;.i FII{ T -i. ORO ND OVER nS A A E NO ROCKS GREA R OU SIDE�� 'An'P BERN` A IRE I 1 I T v 8. PLANT PIT TO BE:3X THE WIDTH OF THE ACCEPTANCE R ,. NA.T•vE BACKFILL WITH No ROOTBALL A 2'SHALLOWER THAN THE ROOTBALL . t PLAN'PIT 70BE(2) ''- \Itll� 'I ROCKS GREATER'HAN3• !I _ TI :STHE ID OF K1 ^, ViA MET FR 9 ROOT BALI — 'g 'ITH I �J� , I ,., ..� r. i, -� 8 �j]:y � � 'I>` � ':-I Y rr NATIVE SOIL UNMR"+RRF!'NATIVE SOIL h t X iF\ f\•� K•a t C� t 1 T I I• i l l h I L! Fy l h ` _ _ ? P•. 1' Y' 1p 1p NOTE IIcc< ¢, o.-ea �'' I ' 1�I1YII-.SIFJy'iKII NOTES NOTES AAAI*cn ROCTS RY LOOSENING ALL ROC'S AT EDGE N^TFc / / NATIVE BACKFILL WITH NO UNDfSTURRF^NATNE 5011. .._ .. t tN:'ANGI F W� F..ROOTS RY LOOSEN.NS ALi ROO S A'F'—;F 1 !� IN I 3A.-. �,^NO' �Pt^k❑^_^- FAQ. TT n T R(1C K S GREATER THAN 3'OIA ir "1 - g(( �3 ' 4 a A. IL�.`'•TAL[ GUYS HAND TAUTTO PREVENT I 16 U it OF Roe'nA DC NOTA r R00 PA.. � DEFORMATION CF u13s EELS B WIRE SHAI I BE 1?t AAIPED OR CRIMPED.NOT TWISTED Ele ri�i T IL IE( jLIE EMI { E — "�"'"son uN���T IPBFc �wlu 3gs2'DA:,-ry o]m- � I REMOVE NURSER',STAKES 2 STAKES TO BE P-UMB AND PARALLEL 3 STAKE TREE PFFFFND'CULAR TO PREVAILING WIND TREE GUYING - TREE REE PLANTING �- TREE PLANTING N SLOPE � SHRUB PLANTING .r SHRUB PLANTING ON SLOPE GO S O ,z ;GALE: N.T.S. _ SI-ALE: N.T.S. 5 . # # # 7 502 �CAI_E: N - # 505 SCALE : N 1 .S 5d6 SCALE: N.T.S. 50 T.S NE HALF OF SPACING LIMIT OF PLANTER AREA REQUIREMENT 4.OF COMPACTED WOOD CHIP MULCH HARDSCAPING(CONCRETE HEADER. PLANTING NEAR ROCKSCAPE NOTE: CURB 8 GUTTER SIDEWALK ETC, FINISH GRADE 1. SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER SPACING 12• AWAY FROM WALKS,WALLS,CURBS, AND OTHER HARDSCAPE ELEMENTS (EXCEPT FOR - ROCKSCAPE,WHICH ALLOWS FOR SHRUBS TO BE PLANTED CLOSER. 12"MIN.►. _ 3. TREES MUST BE PLANTED A MINIMUM OF ONE-H�!F OF THEIR MINIMUM PLANTER WIDTH ., FROM WALKS.WALLS,CURBS, AND OTHER HARDSCAPE ELEMENTS WHERE PLANTING SPACE IS RESTRICIIVE, TREES WHICH WOULD OTHERWISE REQUIRE FOR GREATER PLANTING SPACE MAY BE PLANTED WITHIN 4 OF ROCKSCAPE, PROVIDED THAT THERE ARE NO OTHER EL FMENTS BE YOND THE ROCKSCAPE (SUCH AS WALKS, WALLS,OR SHOVEL CUT EDGE COMPACTED CURBS). WHERE POSSIBLE,TREES SHOULD HAVE THE RECOMMENDED CLEAR PLANTING NATIVE SOIL AREAS RECOMMENDED ON THE C11Y'S TREE LIST, WHERE PLANTING AREAS ARE REDUCED BY ROCKSCAPE TO A DEGREE WHERE THESE STANDARDS CANNOT BE FOLLOWED,THEN IN THE INTEREST OF PROVIDING TREES,WE CAN COMPROMISE ON THE PROXIMITY OF THOSE TREES TO ROCKSCAPE. TREES MAY BE PLANTED WITHIN 2'OF NOTE ROCKSCAPE BUT MUST STILL-RESPECT CLEARANCES TO OTHER ITEMS MENTIONED NOTES ABOVE, TREES REQUIRING A MINIMUM 2'PLANTING AREA SHOULD NOT BE PLANTED 1.ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 1 PRIOR TO PURCHASE'PLACEMENT OF THE MULCH THE CONTRACTOR SHALL CLOSER THAN 1',JUST TO AVOID TOUCHING THE ROCKSCAPE AND HEADER WITH THE SPACING CTRIANGUl UNLESS OTHERWISE INDICATED ON PIANS SEE LFGFND FOR SPACING REOUIREMENTS SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL TRUNK. 2 MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND Ill 2 WHERE PLANTED ADJACENT TO WALLS WALKS CURBS OR INTO EDGES AT GROUND COVER AREAS SIMILAR LIMITATIONS.ALL SHRUBS AND GROUND COVER 3 MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING FROM SUCH LIMI'S SEE LEGEND FOR.SPACING REQUIREMENTS 4 PLACE NO MULCH WITHIN A 6'RADIUS OF THE CROWN OF A WOODY PLANT 3 SPACING RECUIREMENTS SHALL GOVERN THE FINAL QUANT"IES OF PLANT MATERIALS PLANT QUANTITIES INDICATEC ON'I4E LFGENDARE ES'IMATESONLY SHRUB SPACING MULCH LAYER HARDSCAPE PLANTING NOTE �'.. ... - t �.I� , eAw � ���I�� e�..�ll noee�el lellAl�Ie�l lel■!I I II II IIIePellll IIS�Ie elleA�e�' r.. e! ee1�A1,l�IR�A.e���eleAel�. 508 SCALE: N.T.S. 0 509 -SCALE: N.1 .S. SCALE: N/A _ CAI E : SCALE: '%p S CA pF �Q KrPm9' W CIO a CP m, I (: 1-311 *; �nexd' �- j Dal€ 4rF-OF C A����Q DESCRIPTION O F REVISION DATE APPROVED CITY of RANCHO CUCAMONGA TRACT 16239 LANDSCAPE IMPROVEMENTS MILLIKEN AVENUE n/o BASELINE ROAD, BASELINE ROAD e/0 MILLIKEN AVENUE, ELLENA WEST No BASELINE ROAD PLANTING DETAILS APPROVED BY. DAT E : o CITY ENGINEER RCE N0 . 24953 y DESIGN A LAND RCH TF URE R .HITERRA I ROU r_ i_ P SCA E A CT KF'F SITE PLANNING 1062, CHURCH STREFT,SUITE 106 SCALE: (-ALE: ❑FFIAWN Rt' HOCUCAMONGA,CA 91730 �f tE F '• SSCALE: SCALE: ' KPF (Q a84-260o FAX. I9o9}aaa-2ao2 L_ 1--0 R No. 2834 CHCHECKEDLA DMto ING NO. RWK DATE 3/4/02 JOB No. 0115-5 - SF-IE E 1 .3_ OF ti ' t . I kINKI.I. () 1 l(.H�1CA MONS _. Iccwuic•one controller chart for each controller sequence. J. Pressure rating in P.�.1. �. i sr `)-1: 2'� r lf�" � l lrectangular txw tcn�all ele��u-x� control valves wuh the adjoining grade The c.untracuir ~hall set in place, cap and inadctiluaries cif coveragt• du(- a dei-lata n tr m the I cawing r e. NSI (National Sanitation Foundation) approval installed within on-grade landscaped areas. Carson Industries = pressure test all piping under pacing prior to the paving work- where the system has been willfully installed as indicated on the PART 1 - GENERAL 3. The chart shall show the area controlled by the automatic controller f. Nate of extrusion 1419-128 with green bolt-down cover or approved equal. Drawings when it is obviously inadequate,without bringing this to and shall be the maximum size which the controller door will allow. 2. Generally, piping under existing walks is done by,jacking, boring, or the attention of the City of Rancho Cucamonga. This test shall be 1.01 DESCRIPTION 8. All fittings shall bear the manufacturer's name or trademark, material 5. Ilse 10" x 10-1/4" round box for all quick coupling valves installed hydraulic driving, but where any cutting or breaking of sidewalks accomplished before any ground cover is planted. 4. The chart is to be a reduced drawing of the actual installed system. designation, size,applicable I.P.S. schedule and NSF sea] of approval. within on-structure landscaped areas. Carson industries No. 910-1 ZB and/or concrete is necessary,it shall be done and replaced by the A. Scope of Work: Provide all labor,materials,transportation,and services However, in the event the controller sequence is not legible when the with green bolt-down cover or approved equal. Contractor as a pan of the Contract cost. Permission to cut or break 8. Upon completion of each phase of work,the entire system shall be necessan•to furnish and install the Irrigation System as shown on the drawing is reduced, it shall be enlarged to a size that will be readable C. PVC Non-Pressure Lateral Line Piping- sidewalks and/or concrete shall be obtained from the City of Rancho tested and adjusted to meet site requirements. Drawings and described herein. when reduced. N. Sprinkler Heads: Cucamonga. No hydraulic driving will be permitted under concrete 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 paving. 3.07 '•LAiN'THNANCE B. Standards: All work and materials shall comply with governing codes, safety 5. The chart shall be a black line or blueline ozalid print and a different with solvent-weld joints when installed in planting areas. 1. All sprinkler heads shall be of the same size,type,and deliver the orders, standards, and regulations, and meet the minimum requirements of color shall be used to indicate the area of coverage for each station. same rate of precipitation with the diameter (or radius) of throw, 3. Refer to City Standard 120 "Trench Repair" when within City streets A. The entire irrigation system shall be under full automatic operation for a the Standard Specifications For Public Works Construction (Green Book) latest 2. Non-pressure lateral line piping installed under paved areas shall be pressure, and discharge as shox,•n on the Drawings and/or specified susceptible to traffic loads. period of seven (7) da}s prior to any planting. edition. 6. When completed and approved,the chart shall be hermetically PVC Schedule 40 with solvent welded joints. in these special provisions. sealed between two pieces of plastic,each piece being a minimum 20 D. Assemblies: B. The City of Rancho Cucamonga reserves the right to waive or shorten the 1.02 Qt AIlTY ASSURANCE & RF QUIRR11'STS mils. 3. Pipe shall be made from NSF approved, Type I,Grade 11 PVC 2. Spray heads shall have a screw adjustment. operation period. compound conforming to ASTM resin specification D1784. All pipe 1. Routing of sprinkler irrigation lines as indicated on the Drawings is A. Permits and Fees: The Contractor shall obtain and pay for any and all 7. These charts shall be completed and approved prior to the final field must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shall be fabricated in accordance with the details shown diagrammatic. Install lines (and various assemblies) in such a 3.08 CLEAN-UP permits and all observations as required. observation of the irrigation system. with an appropriate standard dimension ratio. on the drawings. manner as to conform with the details in the Drawings. Clean-up shall be made as each portion of work progresses. Refuse and excess dirt B. Manufacturer's Directions: Manufacturer's directions and detailed drawings D. Operation and Maintenance Manuals: 4. Except as noted in paragraphs 1, 2, and 3 of this section (2.01 B),all 4. Riser nipples for all sprinkler heads shall be the same size as the 2. Install NO multiple assemblies in plastic lines. Provide each assembly shall be removed from the site,all walks and paving shall be bloomed or washed shall be followed in all cases where the manufacturers of articles used in this requirements for non-pressure lateral line pipe and fittings shall be riser opening in the sprinkler body. with its own outlet. down, and any damage sustained on the work of others shall be repaired to its Contract furnish directions covering points not shown in the Drawings and 1. Prepare and deliver to the City of Rancho Cucamonga within ten the same as for solvent-weld pressure main line pipe and fittings as original condition. Specifications. calendar days prior to completion of construction, two hard-cover, set forth in section 2.0113 of the Specifications. 5. All sprinkler heads of the same type shall be the same manufacturer. 3. Install all assemblies specified herein in accordance with respective three ring binders containing the following information: detail. In absence of detail drawings or Specifications pertaining to 3.09 FiNAI SITE OBSERVATION PRIOR TO ACCEPTANCE C. Ordinances and Regulations: All local, municipal and state laws, and rules D. Brass Pipe and Fittings: 0. Sleeving; specific items required to complete work,perform such work in and regulations governing or relating to any portion of this work are hereby a. index sheet which states Contractor's name,address,and accordance with best standard practice with prior approval of City of A. The Contractor shall operate each system in its entirety for the City of Rancho incorporated into and made a pan of these Specifications, and their telephone number, and which lists each installed equipment i. Where indicated on the Drawings, use red brass screwed pipe 1. Sleeving under hardscape or paved areas for mainline, lateral lines Rancho Cucamonga. Cucamonga at time of final observation. Any items deemed not acceptable by prmisions shall be carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federal Specification -ANA '-P-351. or control wiring shall be Schedule 40 P.V.C. or approved equal. the Cit}•of Rancho Cucamonga shall be reworked to the complete satisfaction these Specifications shall not be construed to conflict with am of the above manufactures local representatives. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and of the City of Rancho Cucamonga. rules, regulations, or requirements of the same. However,when these b. Catalog and parts sheets on every material and equipment 2. Fittings shall be red brass conforming to Federal Specification OWW- P. Vandal Resistant Controller Enclosure: moisture before installation. Installation and solvent welding Specifications and Drawings call for or describe materials, workmanship,or item installed under this Contract. P-460. methods shall be as recommended by the pipe and fitting B. The Contractor shall show evidence to the City of Rancho Cucamonga that the construction of a better quality,higher standard,or larger size than is C. Guarantee statement. 1. Controller enclosure shall be of size and type shown on the Irrigation manufacturer. City has received all accessories,charts, record drawings, and equipment as required by the above rules and regulations, the prrnisions of these d. Complete operating and maintenance instructions on all E Copper Pipe and Fittings: Drawings and Irrigation Detail sheet. required before final site observation can occur. Specifications and Drawings shall take precedence.. major equipment. 5. On PVC to metal connections,the Contractor shall work the metal 1. Pipe: Type K, hard tempered. 2. A backboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal, shall be used on all 3.10 SITE OBSERVATION SCHEDULE D. Explanation of Drawings: 2. In addition to the above mentioned maintenance manuals, provide threaded PVC to PVC,and on all threaded PVC to metal joints. Light the City's maintenance personnel with instructions for major 2. Fittings: wrought copper, solder joint t} provide a base for mounting the automatic sprinkler controller and > pE' - l gs� g 1'� 1 'Fe• terminal strip. wrench pressure is all that is required. Where threaded PVC A. The Contractor shall be responsible for notifying the City of Rancho 1. Due to the Scale of the Drawings, it is not possible to indicate all equipment and show evidence in writing to the City of Rancho connections are required, use threaded PVC adapters into which the Cucamonga in advance for the following observation meetings, according to offsets, fitting, sleeves,etc.,which may be required. The Contractor Cucamonga at the conclusion of the project that this service has been 3 joints shall be soldered with silver solder,45%silver, 15%copper, 3. A 117 volt duplex box shall be provided with an On/Off switch, and a pipe may be solvent welded. the time indicated: shall carefully investigate the structural and finished conditions rendered. 16% zinc, 24%cadmium, solidus at 1125° F,and liquidus at 1145° F. 117 volt receptacle. Metal conduit shall run from the 117 volt supply 1. Pre lob Conference- 7 affecting all of his work and plan his work accordingly,furnished to the controller housing. All power within the housing shall be E Line Clearance: days such fittings,etc.,as may be required to meet such conditions. E Equipment to be Furnished: F. GateValves: properly phased. Drawings are generally diagrammatic and indicative of the work to be 1. .All lines shall have a minimum clearance of six (6) inches from each 2. Pressure supply line installation - 24 hours installed. The work shall be installed in such a manner as to avoid 1. Supply as a part of this contract the following tools: 1. Ball Valves 0 1/2" and smaller) other and twelve (I 2) inches from lines of other trades,with the 4. A terminal strip shall be provided, clearly indicating the proper conflicts between the irrigation system, planting and architectural points of connection of all appropriate wiring (station valves, master exception of the control wire sleeve(s) which shall be installed 3. Iateral line and sprinkler installation - 24 hours features. a. Two (2) sets of special tools required for removing, a. Ball valves shall be a 125 lb SWP bronze valve with threaded valve, common, central control). adjacent to pressure supply line. Parallel lines shall not be installed disassembling and adjusting each type of sprinkler and valve ends and shall be equipped with a stainless steel handle. directly over one another. 4. Automatic controller installation - 24 hours 2. All work called for on the Drawings by notes or details such be supplied on this project. b. Ball valves shall be Nibco T- 585-70-66 or approved equal. 0, Miscellaneous Irrigation Equipment: furnished and installed whether or not specifically mentioned in the b. Two(2) four-foot valve keys for operation of gate valves. C. All Ball valves shall be installed per detail. F. Automatic Controller .Assembly: 5. Control wire installation - 24 hours specifications. C. Two(2) keys for each automatic controller. 1. Refer to the Irrigation Plans for sizes and types of miscellaneous d. One(1) quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Vale (2" and larger) irrigation equipment. 1. install as per manufacturer's instructions. Remote control valves shall 6. Pressure supply line and lateral line testing- 48 hours 3. The Contractor shall not willfully install the irrigation system as ever}-five (5)or fraction thereof of each type of quick be connected to controller in numerical sequence as shown on the shown on the Drawings when it is obvious in the field that coupling valve installed. a. Resilient Wedge Gate valves shall be epoxy coated and Drawings. 7. Coverage test -48 hours g � , 2. All miscellaneous irrigation equipment shall be as specified or g• obstructions, grade differences, or discrepancies in area dimensions equipped with a 2" operating nut. approved equal. exist that might not have been considered in engineering. Such 2. The above mentioned equipment shall be turned over to the City at b. Resilient Wedge Gate valves shall be No. 403 RT-RW as G. High Voltage Wiring for Automatic Controller: 8. Final observation- 7 days obstructions or differences should be brought to the attention of the the conclusion of the project. Before final observation can occur, PART 3 - EXECUTION gh supplied by Watts or approved equal City of Rancho Cucamonga. In the event this notification is not evidence that the City has received material must be shown to the c. All Resilient Wedge Gate vales shall be installed per detail. B. When observations have been conducted other than the City of Rancho performed,the Contractor shall assume full res City of Rancho Cucamonga. 1. 1 ro volt power connection to the automatic controller shall be pe responsibility for any � 3.01 OBSERVATION OF SITE CONDITIONS provided by the Contractor. Cucamonga, show evidence in writing of when and by whom these revision necessary. G. Quick Coupling Valves: observations were made. 1.04 PRODUCT DFT 1\•FR1•. STORAGE ,AtiD H:1\DLFNG A. All scaled dimensions are approximate. The Contractor shall check and verify 2. All electrical work shall conform to local codes,ordinances, and union 1.03 SFIRMITTAIS 1. ick coupling valves shall have a brass,two-piece body designed for C. No site observations will commence without "As Built" record drawings. The � p g � g all size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction. A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise working pressure of 150 P.S.I. contractor shall not call for a site visit without "As-Built" record drawings, A. Material list: care in handling, loading, unloading, and storing PVC pipe and fittings. All prior to proceeding with work under this Section. without completing previously noted corrections, or without preparing the H. Remote Control Valves: system for said visit. PVC pipe shall be transported in a vehicle which allows the length of pipe to 2. Quick coupling valve shall be operable with a quick coupler key. Key B. Exercise extreme care in excavating and working near existing utilities. The 1. The Contractor shall furnish the articles,equipment, materials,or lie flat so as not to subject it to under bending or a concentrated external load size and type shall be as shown on the Drawings. Contractor shall be responsible for damages to utilities which are caused by 1. Install where shown On the Drawings. Where grouped together, allow processes specified by name in the Drawings and Specifications. No at any point. Am section of pipe that has been dented or damaged will be substitution will he allowed without prior written approval by the discarded, and if installed, shall be replaced with newpiping. H. Backflow Prevention Units: his operations or neglect. Check existing utilities drawings for existing utility at least twelve (12) inches between adjacent valve boxes. Install each City of Rancho Cucamonga. locations. remote control valve in a separate valve box. 1.05 SUBSTiTI•TIONS 1. Backflow• prevention unit shall be of size and type indicated on the C. Coordinate installation of sprinkler materials including pipe, so there shall be 1. Flushing of System: 2. Complete material list shall be submitted prior to performing any irrigation drawings. Install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting work. Material list shall include the manufacturer, model number, A. if the Contractor wishes to substitute any equipment or materials for the with the Drawings. trees, shrubs,and ground covers. 1. After all new sprinkler pipe lines and risers are in place and CONCRETE. SPECIFICATIONS and description of all materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications, he may do connected, all necessary diversion work has been completed,and manufacturer and other information may be different, the following so by providing the following information to the City of Rancho Cucamonga 2. Wve strainers at backflow prevention units shall have a bronzed D. The Contractor shall carefully check all grades to satisfy himself that he may, prior to installation of sprinkler heads, the control valves shall be PART 1 GENERAL is aSuide to proper submittal format: for approval: screwed boy with 60 mesh morel screen and shall be similar to Bailey safely proceed before starting work on the irrigation system. opened and full head of water used to flush out the system. r�100B or approved equal. 1.01 Description Item No. Description Manufacturer Nextel No. 1. Provide a statement indicating the reason for making the substitution. 2. Sprinkler heads shall be installed only after flushing of the system Use a separate sheet of paper for each item to be submitted. 3. All pressure main line piping between the int of connection and 3.02 PREPARATION ]n p P g has been accomplished to the complete satisfaction of the city of For concrete information refer to the Standard Specifications for Public Works 1 Rackflow Preventer Febco 825-Y-M' the backflow preventer shall be installed as required by local code. Rancho Cucamonga. Construction (Green Book: Edition per the City of Rancho Cucamonga). Refer to 2. Provide descriptive catalog literature, performance charts and flow The Contractor shall verify with the local governing body as to A. Physical layout: S,ctions 4, 201, 303,and 400,as well as any other sections related to the installation, 2 Automatic Controller Calsense FTI-24-DR. charts for each item to be substituted. material type and installation procedures prior to start of J. Sprinkler Heads: per and post installation of concrete work, materials, labor, and clean-up. The construction. Submit shop drawing for approval. i. Prior to installation,the Contractor shall size stake out all pressure Standard Specifications for Public Works Construction is available from: 3 Master Valve Superior 3100 RCS• 3. Provide the amount of cost savings if the substituted item is supply lines, routing and location of sprinkler heads. 1. Install the sprinkler heads as designated on the Drawings. Sprinkler approved. L Check Valves: 4 Etc. Etc. Etc. approved. All layout shall be approved by the City Of Rancho Cucamonga prior heads to be installed in this work shall be equivalent in all respects BI Building News B. The City of Rancho Cucamonga shall have the sole responsibility in accepting to installation. to those itemized. 3055 Overland Avenue g T� P g 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze los Angeles, CA 90034 irrigation submittal must be specific and complete. All items must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition, neoprene,or rubber disc 2. Spacing of heads shall not exceed the maximum indicated on the (310) 202-7775 listed and should include solvent, primer,wire,connectors, valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification WW-V--51 D,Class A, B. Water Supply: Pe< Drawings. In no case shall the spacing exceed the maximum boxes,etc. No copies of manufacturer's literature (catalog cuts) are T}pc' 1V. recommended by the manufacturer. 1.02 Scope required as submittal information. 1.06 GUARA.NTEF 1. The irrigation system shall be connected to water supply point(s) of 2. Anti-drain valves shall be of heavy duty virgin PVC construction with connection as indicated on the Drawings. } gi 3.04 TF)`1PORARY REPAIRS Furnish and install all concrete work complete as indicated on the drawings or as 3. Equipment or materials installed or furnished without prior apprm,al A. The guarantee for the irrigation system shall be made in accordance with the F.I.P. thread inlet and outlet. internal parts shall be stainless steel specified, including, but not limited to the following: of the City of Rancho Cucamonga may be rejected and the Contractor attached form. The General Conditions and Supplementary Conditions of and neoprene. Anti-drain valve shall be field adjustable against 2. Connections shall be made at the approximate location(s) shown on p 1 S The City reserves the right to make temporary repairs as necessary to keep the may be required to remove such materials from the site at his own these Specifications shall be filed with the City prior to acceptance of the drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to the Drawings. The Contractor is responsible for minor changes sprinkler system equipment in operating condition. The exercise of this right by the A Furnish and set all reinforcing steel,bolts,and anchors. expense. irrigation system. the Valcon "ADV" ora roved equal. caused by actual site conditions. p pp q City shall not relieve the Contractor of his responsibilities under the terms of the 4. Approval of any item,alternative or substitute indicates only that the B. A copy of the Guarantee form shall be included in the operations and J, Control Wiring: C. Electrical Supply: guarantee as herein specified. B. install all items required by other trades which are to be cast into concrete. product or products apparently meet the requirements of the maintenance manual. Drawings and Specifications on the basis of the information or 1. Except as noted otherwise,connections between the automatic 1. Electrical connections for any and all automatic controllers shall be 3.05 EXISTING TREES C. Concrete mow strips, footings forwalls, fencing, posts, benches, etc., where samples submitted. C. The guarantee form shall be re-typed onto the Contractor's letterhead and controllers and the electric control valves shall be made with direct made to electrical point(s) 4 connection as indicated on the applicable. Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all shall contain the following information: burial copper wire AWG-U.F. 600 volt. Control wiring installed in Drawings. possible care to avoid injury to trees and tree roots. Excavation in areas where two 1.03 Protection 5. Manufacturer's warranties shall not relieve the Contractor of his control wire conduit within structure shall be made with AWG-•1'YV (2) inch and larger roots occur shall be done by hand. All roots two (2) inches and liability under the guarantee. Such warranties shall only GUARANTEE. FOR IRRIGATION SYSTEM solid copper wire. Pilot wires shall be a different color wire for each 2. Connections shall be made at the approximate location(s) shown on larger in diameter, except directly in the path of pipe or conduit,shall be tunneled All finished concrete work shall be barricaded to pedestrian traffic for three (3) do s. supplement the guarantee. automatic controller. Common wires shall be white with a different the Drawings. The Contractor is responsible for minor changes cause under and shall be heavily wrapped with burlap to prevent scarring or excessive Barricade shall beplaced /mediately after concrete finishing. Contractor shall furnish, We hereby guarantee that the irrigation s}stem we have furnished and installed is color stripe for each automatic controller. Install in accordance with by actual site conditions. drying. Where a ditching machine is run close to trees having roots smaller than two place and remove all of his own barricades. Contractor shall be responsible for any B. RECORD DRAWINGS: free from defects in materials and workmanship, and the work has been completed in valve manufacturer's specifications and wire chart. In no case shall (2) inches in diameter, the wall of the trench etoire adjacent to the tree shall be hand damage to new construction and replacement or repair of the work shall be made accordance with the Drawings and Specifications, ordinarwear and tear, unusual wire size be less than ~14. 3.03 INSTALLATION' trimmed, making clean cuts through. Roots one (1) inch and larger in diameter shall without added cost to the City. 1. The Contractor shall provide and keep up-to-date a complete record abuse,or neglect excepted. We agree to repair or replace any defects in material or be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should be set of blueline ozalid prints which shall be corrected daily, shc%ing workmanship which may develop during the period of one year from date of 2. Wiring shall occupy the same trench and shall be installed along the A. Trenching: closed within twenty-four(24) hours; and where this is not possible, the side of the 1.04 Clean-up every change from the original Drawings and Specifications and the acceptance and also to repair or replace any damage resulting from the repairing or same route as pressure supply or lateral lines wherever possible. trench adjacent to the tree shall be kept shaded with burlap or canvas. exact installed locations, sizes, and kinds of equipment. Prints for this replacing of such defects at no additional costs to the City. We shall make such 1. Dig trenches straight and support pipe continuously on bottom of Upon completion of all concrete work and before final acceptance,the Contractor shall purpose may be obtained from the City of Rancho Cucamonga at cost repairs or replacements within a reasonable time,as determined by the City, after 3. Where more than one (1) wire is placed in a trench, the wiring shall trench. Lay pipe to an even grade. Trenching excavation shall follow, s tux debris etc. t the site S 3.06 FiEI.D QUAIJTI' CONTROL. remove all tools, surplus materials, apparatus, fr m the site and h This set of drawings,shall v receipt of written notice. in the event of our failure to make such re betogether at intervals o layout indicated on the Drawings as noted. - g H be kept on the site and shall be used owl- p h pairs or taped f fifteen (1�) feet. - g shall be left in a clean neat condition acceptable to -. p ? II. as a record set. replacements withjn a reasonable time after receipt of written notice from the City,we / �- A. Adjustment of the System: - authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shall be provided within three (3) feet of each 2. Provide for a minimum of twenty-four(24) inches cover for all • 2. The Contractor shall make expense and we will y the costs and charges therefore upon de: and. wire connection. Expansion irrigation lines installed under vin or hardsca in . neat and legible notations On the record d n n curl shall be of sufficient length each g paving p g . g Ix' 1�_ g Po T � 1. The Contractor shall flush and adjust all sprinkler heads for s drawing progress sheets daily as the work proceeds, showing the splice connection at each electric control valve, so that in case of 1 k v, �_ v y �walks, 0 o once and to revert o ers ra onto timum rf rm 1 1 work as actually installed. For exam le, should a iece of ui ment PROJECT: re air, the vane bonnet may be brou ht to the surface without 3. Provide for a minimum of n,enty-four(24) inches cover for all p p p p p � p p g roadways, and buildings as much as possible. � � � � r�' ��- • - `_ ,---- be installed in a location that does not match the plan, the Contractor disconnecting the control wires. Control wires shall he laid loosely pressure supply lines of three (3) inches or larger in diameter. _, t must indicate that equipment has been relocated in a graphic LOCATION: in trench without stress or stretching wire conductors. �, t I 2. If it is determined that adjustments in the irrigation equipment will ` � manner so as to match the original symbols as indicated in the 4. Provide for a minimum of eighteen (I 8) inches cover for all pressure _ /�O/ i`� - - irrigation legend. The relocated equipment and dimensions will SIGNED: 5. All splices shall be made with Scotch-Lok X3576 Connector Scaling supply lines of two and one half(2 1/2") inches or smaller provide proper and more adequate coverage, the Contractor shall % then be transferred to the original record drawing make such adjustments prior to planting. Adjustments may also ivy - gi g plan at the proper Packs, Rainbird Snap-rite wire connectors., or approved equal. Make include changes in nozzle sizes degrees and of arc as required. time. ADDRESSED: only one splice with each connector scaling pack. S. Provide for a minimum of twelve (I 2) inches for all non-pressure \e _ lines. 4 • 3. Before the date of the final observation,the Contractor shall transfer PHONEDATE OF ACCEPTANCE: 6. Field splices between the automatic controller and electric control 3. Lowering raised sprinkler heads by the Contractor shall be all information from the "record drawing" prints to a sepia molar or valves will not be allowed without prior approval of the City of 6. Provide for a minimum cover of eighteen (1 8) inches for all control accomplished within ten (10) days after notification by the City. similar m}lar material. Arrangements shall be made through the cit} PART 2 - PRODUCTS Rancho Cucamonga. wiring. for obtaining said sepia mylar or similar molar material. All work 4. All sprinkler heads shall be set perpendicular to finished grades shall be in waterproof India ink and applied to the mylar by a 2.01 MATFRiAIS K. Automatic Controller. Refer to City Standard 120 "Trench Repair" when within City streets unless otherwise designated on the Drawings. technical pen made expressly for use on mylar material. Such pen susceptible to traffic loads. shall be similar to those manufactured by Rapidograph, Kueffel & .A. General: Use only new materials of brands and types noted on drawings, 1. Automatic controller(s) shall be of size and type shown on the 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers D E S C R ( PTI 0 N 0 F REV (S I 0 N Esser, or Faber Castell. The dimensions shall be made as to be easily specified herein, or approved equals. Drawings. B. Backfilling: specification so that each lateral operates at design pressure. DATE APPROVED readable even on the final controller chart (see Section C). The original mylar "record drawing" plan shall be submitted to the City of B. PVC Pressure Main line Pipe and Fittings: 2. Final location of automatic controller(s) shall be approved by the City 1. The trenches shall not be backfilled until all required tests are B. Testing of Irrigation System: 1 RANCH0 CUCAMONGA Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga. performed. Trenches shall be carefully backfilled with the excavatedCITY O controller chart. 1. Pressure main line piping for sizes 2" and larger shall be PVC Class materials approved for backfilling,consisting of earth, loam, sandy i. The Contractor shall request the presence of the City of Rancho 315. 3. Unless Otherwise noted on the Drawings,the 120 volt electrical power clay, sand,or other approved materials,free from large clods of earth Cucamonga in writing at least 48 hours in advance of testing. 4. The Contractor shall dimension from two (2) permanent points of to each automatic cc. -*roller location is to be furnished by others. The or stones. Rackfill shall he mechanically compacted in landscaped TRACT 16239 SS S S i S V reference such s build' c 2. Class 31_ i hall be made from an NSF approved T 1 Garde . electrical hook-up s area to a dr density equal to adjacent undisturbed soil in planting a m comers, sidewalk edges, road pipe pP� Type final h u hall be the responsibility of the Contractor. � p g s g g I' � _ 2. Test all pressure lines under hydrostatic pressure of 150 pounds per intersections, etc., the location of the following items: PVC compound conforming to ASTM resin specification D1784. All areas. Backfill will conform to adjacent grades without dips• sunken square inch and prove watertight. LANDSCAPE IMPROVEMENTS pope must meet requirements as set forth in Federal Specification PS - L Electric Control Valves: areas, humps or other surface irregularities. a. Connection to existing water lines. 22-70, with an appropriate standard dimension (S.D.R.) (Solent-weld Note: Testing of pressure main lines shall occur prior to MILLIKEN AVENUE n/o BASELINE ROAD, b. Connection to existing electrical power. Pipe). 1. All electric control valves shall be the same size and type shown on 2. A fine granular material backfill will be initially placed on all lines. installation of the electric control valves. c Gate vales. the Drawings. No foreign matter larger than one-half (1/2) inch in size will be BASELINE ROAD e/o MILLIKEN AVENUE, d. Routing of sprinkler pressure lines (dimension max. 100' 3. Pressure main line piping for sizes 1-1/2" and smaller shall be PVC permitted in the initial backfill. 3. All piping under paved areas shall be tested under hydrostatic ELLENA WEST n/o BASELINE ROAD along routing). Schedule 40 with solvent welded joints. 2. All electric control valves shall have a manual flow adjustment. pressure of 150 pounds per square inch and proven 'watertight prior e. Sprinkler control valves. 3. Flooding of trenches will be permitted only with approval of the City to paving. IRRIGATION S P EC I F I CAT I 0 N S f. Routing of control wlocations,wiring and lations of all splice boxes. 4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1 3. Provide and install one contml valve box for each electric control of Rancho Cucamonga. Quick coupling vales. PVC compound conforming to .ASTM resin specification D1 7 85. '\ll valve, s g• Qt► l' g a. Sustain pressure in lines for not les. than six(6) hours. If leaks h. Stub-outs for future connections. pipe must meet requirements as set forth in Federal Specification PS - 4. If settlement occurs and subsequent adjustments in pipe,valves, develop, replace joints and repeat test until entire system is proven � J 0v.,.� • APPROVED)VEU BY . DA E d i. Other related equipment as directed by the City of Rancho 71 ti• M. Control Valve Boxes: sl nnkler heads, lawn, planting, Or Other construction are nccessar•, � � - 1 p watertight. Cucamonga. the Contractor shall make all required adjustments without cost to the CITY ENGINEER .�� RCE No , 24953 5. PVC solvent-weld fittings shall be Schedule 40, 1 1-1 NSF approved 1. Use 10" x 10-3/4" round box for all ate valves. Carson Industries City. g S. All hydrostatic tests shall be made only in the presence of the 5. On or before the date of the final field observation,the Contractor conforming to ASTM test procedure D2466. ,0910-12B with green bolt-down cover or approved equal. Extension General Contractor and the City of Rancho Cucamonga. No pipe shall DESIGN ARCHIL E RRA DES a N GROUP �� shall deliver the corrected and completed sepias to the City of sleeve shall be PVC with minimum size of six (6) inches. C. Trenching and Backfill Linder Paving: pp LANDSCAPE ARCHITECTURE REWNDE p p� _ be backfilled until it has leen observed, tested, and approved in Rancho)Cucamonga. Delivery of the sepias will not relieve the 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings writing. KPF SITE PLANNING shall be of type and installation methods prescribed by the 2. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves. 1. Trenches located under areas where paving, asphaltic concrete, or 10621 CHURCH STREE.SUITE 106 _ Contractor of the responsibility of furnishing required information �• p � g concrete will be installed, shall be backfilled with sand (a laver four that may be omitted from the prints. manufacturer. Carson industries* 141 )-1213 with green bolt-down cover or approved pump equipment. D RAW N RANCHO CUCAMONGA,CA 91730 p 6. Furnish necessary force m and all other test ui meet. ��-{E E i equal. (4) inches below• the pipe and six (6) inches above the pipe) and (909)484-2800 FAX: (909)484-2802 9 % L- 1 1 C. Controller Charts: 7. All PVC pipe must bear the following markings: compacted in layers to 5compaction, using manual or mechanical anicaKPF tamping devices. Trenches for piping shall be compacted to equal 7. When the irrigation system is completed, perform a coverage test in 3. Use 6" diameter x 8-3/4" deep round plastic valve box for all quick the presence of the Cjty of Rancho Cucamonga to determine if the 2834 a. Manufacturer's name coupling the compaction of the existing adjacent undisturbed soil and shall be 1. As-builts drawings shall be approved by the City of Rancho piing valves. Carson Industries 608 12 with green flex-lock left i a firm unyielding condition. All trenches shall be left flush water coverage for planting areas is complete and adequate. Furnish CHECKED RLA No. DN�7 NC). Cucamonga before controller charts are prepared. b. Nominal pipe size cover or approved equal. y g all materials and perform all work required to correct any RWKc. Schedule or class DATE2/27/02 JOB No 0115-5 L SNEE T � _ OF PLANTING SPFCTFiCATIONS PART 1 - GENERAL PART 2 FABa'TION C. Trees and shrubs shall be growing at a recognized nursery in accordance with 6.04 Responsibility and Coordination: 1.oi Scope of Work: 2.01 Protection good horticulture practices and shall be of the size and caliper normally associated with the container size specified on plans. Removal of all tags, A. landscape Contractor is responsible for the erection of all signs and barriers Keep all plant material delivered to site in a healthy condition for planting. Plants labels, nursery stakes and ties from all plant material prohibited until the required to prevent intrusion into the treated areas and to notify the public. Contractor shall provide all materials, labor and equipment incidental to and shall not be allowed to dry out. Bare root stock shall be separated and heeled-in, in approval of the landscape Architect or City. necessary for completing all work,as indicated on the drawings, as reasonably most earth or other suitable material until planting. Balled and burlapped plants B. No material or methods shall affect the landscape planting or hydroseed implied, or as delineated in the Specifications as follows. shall have root ball covered with moist sawdust,wood chips or other suitable material D. All plant material delivered to the site showing signs of damage or disease or germination. No material or method shall render the job site unusable for 1.02 Standards: until planting. is insufficient in size to carry out the intent of the planting plan will not more than 10 days from date of application. accepted and will be replaced at Contractor's expense. 2.02 Installation: 6.05 Non-Selective Herbicides: All work and materials shall comply,with governing codes,safety orders, standards, E Sizes of Plants -Shall be as stated on the Plan. Container stock (1-gallon, 5 - and regulations,and meet the minimum requirements of the Standard Specifications Detailed layout of plants within the planting areas shall be performed by Contractor gallon, and 15-gallon) shall have been grown in containers for at least one (1) Non-selective contact herbicide and/or non-selective systemic herbicides(as For Public- Works Construction (Green Book) latest edition. and approved by the Landscape Architect and City prior to planting. year, but not over two (2) years. recommended by the Pest Control Advisor) 1.03 Quality Assurance Soil excavated from planting holes shall be amended to backfill around trees and F. Substitutions- Substitutions for indicated plant material will be permitted 6.06 Selective Herbicides: shrubs using the following mixture: provided the substitute materials are approved in advance by the City,and A. All Contractors performing Site Development work, must be licensed in accordance with the laws of the State of California. are made at no additional cost to the City. Except for authorized variations, Selective pre-emergent herbicides compatible with seed mixtures (as recommended by Native,On-Site Soil with rock no greater than 3" in diameter all substitute plant materials shall conform to the requirements of these the Pest Control Advisors Gro Power Plus, 5-3-1 15 lbs'cv specifications. B. Contractor shall provide the landscape Architect and the City with a list of Iron Sulfate 2 lbs cv 6.07 Weed Eradication: Subcontractors and Material Suppliers expected to be employed during the course of construction. G. Plants Not Approved - Plants not approved are to be removed from site (To be used for bidding purposes only,verify with Agronomic Soils Test.) If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in immediately and replaced with suitable plants. The City reserves the right to the planting areas will require control prior to removal, spray these areas per Pest C. Contractor shall obtain and keep in force Public liability and Property After backfilling,construct a 3" earthen berm to form watering basin around each reject entire lots of plants represented by defected samples. Control Advisor's recommendations. Damage Insurance,during entire course of the Construction Contract. The plant, to allow thorough water-in and establishment. H. Stake all trees, as per details immediately after planting to prevent wind amount of insurance shall be determined by City. Prior to the installation of the irrigation system remrn•e and clear all weeds damage. Prior to installation of turf and ground cover,remove water basins from around trees and deleterious materials from planting areas. D. Prior to start of site development work,the Contractor shall notify the and shrubs. Berms in turf areas to be removed prior to City acceptance. L Plant trees that are to be located in lawn or ground cover areas after finish landscape Architect and City to give starting and completion dates. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of Contractor shall also supply the landscape Architect and City with the name PART 3 - SOIL PREPARATION AND FINISH GRADING grades are first established and allow at least 7 calendar days prior to I" - 2" below the surface of the soil. Physically remove all weeds from the site. and telephone number of the person in charge the work. installation of said lawns or ground cover to provide for thorough watering 3.01 Scope of Work: of trees. All planting holes shall be excavated as defined on appropriate PART 7 - LANDSCAPE MAINTENANCE 1.04 Responsibilities and Coordination: details. A. Provide all materials and equipment,and perform all work necessary for and 4.03 Soil Amendments: 7.01 Scope of Work: .A. Permits: The Contractor shall obtain and pay for all permits and inspections incidental to the soil preparation and finish grading of all planting and lawn required by governing authorities for the work to be performed. areas as shown on plans, as reasonably implied, or as delineated in the Soil amendments shall be as recommended in the Agronomic soils report Provide all materials,labor and equipment necessary for,or incidental to,performing specifications. all maintenance requirements as reasonably implied or as delineated in the B. Existing Conditions: The Contractor shall verify all conditions and specifications including, but not limited to the follcncing: dimensions shown on the plans at the site prior to commencement of any 8. Furnishing, placement and din of 4.04 Trees Stakes: p grading, topsoil for backfilling of planters if work under this contract. The Contractor shall verify the Icx•ation and depth required. Maintain all plants and planted areas. of all underground utilities prior to start of work. Tree stakes shall be lodge pole One tree stakes. See tree staking detail on plans for Keep planted areas free of weeds and debris. C. Cleaning and finish grading of planters areas and planting areas. further information. Prune trees and shrubs. C. Temporary Utilities: The Contractor shall apply for and pa.y all cost incurred PART 4 - GROUND COVER AND BEDDING PLANTS Fertilized all plants and planted areas. for all temporary utilities such as water,electrical power and gas as required 3.02 Topsoil• Irrigation. by him for the construction of the project. Temporary services shall he Insecticide spraying. coordinated with the Citv and other contractors on the job site. A. Existing on-site soils listed as'acceptable'under'Site Grading' specification. 5.01 Scope of Work: D. Sur•ev, Reference Points, and Elevations: The Contractor is responsible for B. Topsoil imported to site for use as fill, backfill in planters and mounding, Provide all materials and equipment and perform all work necessary for and 7.02 Fertilizers: establishing all surveys, reference points and elevations required by him, and shall be sandy textured. Silt plus clay content of this soil shall be no greater incidental to installing all ground cover and bedding plants, as shown on plans, as p y g reasonably implied, or delineated in the specifications. A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus,and 12-8-8 shown on plans for proper execution of site construction. than 15%by weight. The boron content of this soil shall be no greater than l Gro-Power Controlled Release Nitrogen, as designated herein,or approved part per million as measured on the saturation extract. The sodium substitute as required by the Agronomic soils report. Available from Gro F Traffic: The Contractor is responsible for all temporary traffic barriers and absorption ratio (SAR) shall not exceed 3A millimohos per centimeter at 25 C. 5.02 Bedding Plants: Power (909) 393-3744. detours required by him for the construction of the project. All temporary In order to ensure conformance, samples of the imported soil shall be traffic barriers and detours shall conform to all conditions required by the submitted to an agronomic soils testinglaboratory,, Perennials and Annuals: Provide healthy container grown plants from a recognized ry, approved by the project B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and City or governing authorities. Landscape Architect for analysis prior to use. Result of testing to he delivered nursery,and of the species and variety shown on plans. 24%sulfur and shall be registered as an agricultural miner, with the State to City for approval. Soil test to include analysis and recommendations. 1.05 Defective and Unauthorized Work: 5.03 Ground Crner. Department of Agriculture in compliance with Article 2 - "Fertilizer Materials," Section 1030 of the Agricultural Code. 3.03 Soil Amendments: All work which is determined by inspection to be defective in its construction or Ground Coyer. Provide ground cover of the species shown on plans. Ground cover 7.03 General: deficient in any of the requirements of the plans and specifications, shall be remedied All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils shall be established and well rooted in flats or similar containers. or removed,and replaced by the Contractor at his own expense in a manner report furnished by the Contractor Maintenance shall start immediately after landscape irrigation and -11anting. acceptable to the landscape Architect and City. 5.04 Mulch: 3.04 Soil Preparation: 1.06 Inspections: Mulch: Shall be of compacted wood chip fiber. Maintain all plants and planted areas on a continuous basis as they are installed All work on irrigation system shall be complete and inspected for recommended during the progress of the work,and continue to maintain them until final acceptance The Contractor shall arrange for inspections by notifying the landscape Architect,City approval and,fine grading completed, prior to rototilling and prior to soil 5.05 Coordination: of total project. Replace any dead or dying plants as directed by the Landscape and governing authorities, 24 hours prior to time of inspection, unless otherwise amendment work. Architect and City representative. noted. Inspections shall be as listed below, but not necessarily in this order. Oniv A. Do not have plants delivered to the job site until site conditions are ready for the inspection pertaining to the project scope of work will apply: After rough grades have been established, prepare all lawn and planting areas by planting. If planting is delayed, keep plant roots moist and place in a A. Irrigation: Operate irrigation system on an established program to maintain tilling or cross ripping to a depth of 12". All rock and debris more than 2" in sheltered location protected from the sun,wind and other damaging all plants and planted areas in a healthy-condition. irrigation system run-off Rough Grading. diameter shall be removed from the site,except for areas that are to be sodded, in elements. shall be kept to a minimum. Damage to irrigation system resulting from Drain Lines and Catch Basins. which all rock and debris more than 1" in diameter shall be removed. maintenance and equipment and/or maintenance personnel, shall be Irrigations (main line pressure,coverage& system operations test). B. Soil preparation and fine grading shall be completed and trees and shrubs restored to its original condition at no cost to the City. Failure of any part of Soil Preparation and Finish Grading. Apply , spread, and rototil in all soil amendments as recommended to a depth of 6". installed prior to bedding plants and ground cover planting. the irrigation system shall be brought to the attention of the City. No repairs Plant Material (delivery& placement). Waterarea thoroughly after rototilling is complete. Incorporate evenly into the top 4" other than emergency repairs shall be accomplished without written Substantial Completion Inspection (at completion of landscape improvements) to 6" the following for each 1,000 square feet of planting area: 5.06 Installation: permission from the City. - 7 L7dy5. Final Inspection (after maintenance period) - 7 days. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. Plant ground cover and bedding plants in moist soil and space as indicated on plans. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating 200 lbs. of Gro-Power or approved equal. areas at intervals not to exceed 10 calendar days. The contractor shall arrange a Preconstruction job conference with the landscape Each plant shall be planted with its proportionate amount of soil so as to minimize Architect and City a minimum of seven (7) days prior to the beginning work. The above soil conditioning are minimal qualities only and should be used only for root disturbance. Soil moisture shall be such that soil does not crumble when The Contractor may elect to remove such concentrations of weeds manually or by an bidding purpose, because soil conditions may change drastically from the time these removing plants from container. approved herbicide program. 1.07 Guaranties: specifications were developed to the time the actual soil conditioning take place. Therefore, the Contractor shall obtain his own soils analysis at a rate of one r every Regrade planter areas after planting,to restore smooth finish grade and to insure C. Pest Control: Spray all plants and planted areas at beginning of maintenance y I'e A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn 25,000 square feet of planted area. These soil tests shall be conducted by an proper surface drainage. A 4" laver of mulch material shall be spread over the entire program and as may become necessary thereafter by an approved method of shall be guaranteed from date of final acceptance of landscape construction approved Agronomic soils testing laboratory approved by the project landscape planter area after grade is established. Watering shall begin immediately after pest control, to keep all plants and planted areas free of insects and disease. _- for periods as follows: Architect and City. Copies of the soil test to be provided during the Pre-construction mulching. (Grading shall accommodate the mulch) Method shall be reviewed by the City prior to any applications. Pest Control ����� job conference. shall include Gopher control. �- F Trees 24" box&larger 1 year 5.07 Protection: t+ K'' !A_ Trees 15 gal. & smaller 1 year 3.05 Finish Grading- D. Pruning. Prune all plants as designated and directed by Landscape Architect, } \ Shrubs All sizes 120 days Erect temporary fencing or barriers to protect planted areas from damage prior to at start of maintenance program and continue to prune plants as directed or Ground Ccner 120 days After rototilling operations are complete, grade areas to establish finish grades for final accepatnce• as may become necessary until the end of the maintenance program. / ►° �`" ',c ^�� Bedding Plant 120 days planting. All flow lines shall he maintained and proper tolerances shall be met after lawn (sod) 120 days settlement at the end of the project maintenance period. PART 6 - WEED ABATEMENT Remove trash weekly. Edge ground cover to keep in bounds and trim top Lawn (seed) 120 days from first mowing growth as necessary to achieve and overall even appearance. Exterminate v Finish grading shall leave surface of the ground uniformly smooth and free of abrupt 6.01 Scope of Work: gophers and moles; repair damage. Guarantees begin after the project acceptance by City and at the end of the grade change. 1 80-dav maintenance period. Landscape Contractor shall replace and plant Provide all material,equipment,and labor necessary to perform all work as indicated PART 8 - ACCEPTANCE OF PROJECT all materials which have died within the time span stated above,at no cost 3.06 Coordination: on plans, as reasonably implied, and as delineated in the specifications. and within 5 days from receiving written notice from the landscape Architect 8.01 General: or City. If dead material is not replaced and planted within the 5 day Weed abatement work shall be coordinated with the installation of the irrigation 6.02 Quality .Assurance: period,City may replace dead material with new material and charge the systern rototilling and soil amendment work, and planting. (See Weed Abatement Upon completion of installation,a maintenance period of a minimum of 180 days for landscape Contractor for all expenses incurred. section). A. The Applicator of all weed control materials shall be licensed by the State of all landscaped areas is required prior to final acceptance of the work by the City. The California as a Pest Control Operator and a Pest Control Advisor in addition to Commencement date for the maintenance period shall commence upon written B. Construction Materials: The contractor shall guarantee all workmanship and PART 4 - TREES AND SHRUBS any subcontractor licenses that are required. approval for all phases of planting installation by the City Public Works Inspector. materials for all site development, for a period of one year from date of final Maintenance period shall be adequate to verify plant characteristics and acceptance of project. 4.01 Scope of Work: B. All materials and methods must conform to Federal,State,and Local establishment. Regulations. 1.08 Material and labor Releases: Provide all material,equipment, and labor necessary to install all trees and shrubs as A. Two inspections shall be made that affect the establishment period: The first shown on plans, as reasonably implied and as delineated in the specifications. 6.03 Submittal: after all plantings have been completely installed in order to approve the DESCRIPTION 0 F REVISION Upon completion of the work, the Contractor shall present to the City,signed copies of beginning of the establishment period, and the second at the end of the DATE APPROVED all labor and materials releases for all work performed under Site Development. 4.02 Products establishment period. If plantings are not acceptable at the end of the 180 Prior to the installation of anvArchitect/City a list of the weed control materials and weed control materials, the Iandsca Contractor shall day period, due to defective maintenance, then continue establishment until C ITY o f RANCHO CUCAMONGA 1.09 Disposal and Clean-up: A. Nomenclaturesubmit to the landscape- Plant names indicated on the drawings conform the "Standard all work meets with the Specifications and can be approved. Plant Names" established by the American joint Committee on Horticulture. quantities per acre intended for use in controlling the weed types prevalent and Remove all waste materials (including excavated material classified as unacceptable Except for names covered therein, the established custom of the nursers- isB. At termination of establishment period all plant material shall he live, soil material), trash and debris generated or encountered during the course of followed. expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor healthy, undamaged, and free of infestation. Inferior plantings shall be TRACT 1 6239 landscapeconstruction, and legally div shall furnish the Landscape Contractor and Landscape Architect and City data to g pose of it. During the course of the work, replaced and brought to a satisfactory condition before final acceptance of demonstrate the compatibility of the weed control materials and methods with the remove surplus materials from the site and leave premises in a neat and clean R. Condition- Plants shall be symmetrical,typical for variety and species, sound, work will be made. All areas std►1 be neatly raked and firer of weed-i. LANDSCAPE IMPROVEMENTS condition. Clean up and remove all remaining debris and surplus materials upon intended planting and seed varieties present. healthy,.rigorous, free from plant disease, insect pests, or their eggs,and shall completion of work, leaving the premises neat and clean. Thesite shall be cleaned have healthy, normal root systems, well-filling their container, buy not to the MILLIKEN AVENUE n/o BASELINE ROAD, upon the request of the inspector. point of being root hound. Plants shall not be pruned at anytime, and in no case shall trees be topped. BASELINE ROAD e/o MILLIKEN AVENUE, EL ENA WEST No BASELINE ROAD PLANTING SPECIFICATIONS APPROVED BY : DA J E CITY ENGINEER RCE No , 24953 DESIGN AHCHI7ERRA DESI ; IROUP WF_ND111 KPF LANDSCAPE ARCHITECTURE SiTE PLANNING 10621 CHURCH STREET.SUITE 106 DRAWN RANCHO CUCAMONGA.CA 91730 S H E 1 J KPF (909)484-2800 FAX: (909)484.2802 L. I CHECKED RLA No. 2834 DR WING NO. RWK DATE 2/27/02 JOB No. 0115-5 0_L_ SHEE1 ,5 OF