Loading...
HomeMy WebLinkAbout1793-L DEVELOPER LANDS. CAPE ARCH 1TE__.. CTU RAL PLANS KB HOME MILLIKEN AVE . , TRACT 15492 801 CORPORATE CENTER DRIVE, SUITE 201 POMONA, CA 91768-2641 LANDSCAPE MAINTENANCE DISTRICT PHONE (909) 802-1100 NO . 4 FAX (909) 802-1111 MILLIKEN AVENUE s/o TERRA VISTA PKWY. , TERRA VISTA PKWY. e/o MILLIKEN AVENUE, MOUNTAIN VIEW DR. e/o MILLIKEN AVENUE VICINITY MAP GENERAL NOTES SHEET INDEX L-1 TITLE SHEET L-2 CONSTRUCTION PLAN L-3 CONSTRUCTION PLAN CT ax GENERALNOTES: L-4 CONSTRUCTION PLAN " `J c Q - R L-5 CONSTRUCTION PLAN r j_f �.jy '-+ '" `e� � R �7'� J 1• THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING ~ Ie +, ' di% ,�° AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION CRITERIA: L-6 CONSTRUCTION DETAILS OF THE LANDSCAPE ARCHITECT AND THE CITY. %..Ir.� � I� ii 2 • BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED L-7 IRRIGATION PLAN , AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY AREAS-8"W IDE X 6"DEEP CONCRETE HEADERS ENGINEER PRIOR TO COMMENCING ANY WORK. 0 BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTE- NANCE-8'W IDE X 6"DE E P CO NC R ETE H EADE R S RIVATE-MAINTE-NANCE-8'WIDEX6"DEEPCONCRETEHEADERS L-8 IRRIGATION PLAN 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY • BETWEEN CITY-MAINTAINED G.C.AND ANY PRIVATE-MAINTE- a- s _ STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR NANCE-6'WIDE X W DEEP CONCRETE HEADERS L-9 IRRIGATION PLAN 'p •�t', PUBLIC WORKS CONSTRUCTION. BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE- •� L-10 IRRIGATION PLAN i 6'WIDE X 6'DEEP CONCRETE HEADERS 4• THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR � VPAW� WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC 13. MEANDERING SIDEWALK LAYOUT,WHERE SHOWN, IS CONCEPTUALi I } E +"x"'° •1 �(; ` D LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BEIRRIGATION DETAILS F LAW. MADE IN THE FIELD AD ADJUSTED AS NECESSARY TO MEET FIELD 11 L-12 IRRIGATION DETAILS :�� CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION AND PROJECT PLANNER,PRIOR TO FINAL CONSTRUCTION. I - L-13 PLANTING PLAN < y1a 11 ff _.�_i� _ � ,�,� WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE LA "` �' ""D'"'iA`�' �" " " o. ALERT AT 1-800-422-4133 TWO WORKING DAYS PRIOR TO 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE �"� CONSTRUCTION. FOLLOWING CRITERIA: M.Vu L-14 PLANTING PLAN arr�xt' - Ti 6 AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. AN L-15 PLANTING PL REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR,AND ALL PRIOR TO THE COMMENCEMENT ANY PLANTING,AN AGRONOMIC � _ ;� i ' TIS RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. �. a = W L 16 PLANTING PLAN G = + + w . AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY - 14 �� ��" e1': y M """4 p ,} r'a REQUIRE BACKFILL SOIL AMENDMENTS,AS DETERMINED BY THE a- 7• WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED CITY INSPECTOR. �'`�'"��,Via• L}—•A WITHIN THE R.O.W.UNLESS DETAILED CONSTRUCTION AND ALL PUBLIC TREES ARE SUBJECTTO INSPECTION AND L-17 PLANTING DETAILS �' y �. * �' 6 '-F' Vic` STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ACCEPTANCE BY THE ENGINEERING DIVISION. L-18 IRRIGATION SPECIFICATIONS ENGINEER. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT a r+ ' PLANS ONLY. •' s� + ! n 8• SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2'WIDE L-19 PLANTING SPECIFICATIONS --- -- FLAT AREA AT THE TOP OF SLOPE,AND ALL SLOPES SHALL HAVE A 15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: L-20 ELEC. SPECIFICATIONS, GENERAL NOTES & SYMBOL 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 FRET L-21 PATHWAY LIGHTING PLAN SHALL COMMENCE,AND UPON WRITTEN VERIFICATION FROM THE /� INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED,AN B. GENERAL TELEPHONE L-22 ELEC. PANEL SCHEDULE, DIAGRAMS & DETAILS _ (818)969-7911 ADEQUATE MAINTENANCE PERIOD(TYPICALLY 180 DAYS)SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER C. SOUTHERN CALIFORNIA GAS COMPANY L-23 PAS EO GRADING AND DRAINAGE PLAN 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 L-24 PAS EO RETAINING WALL DETAILS 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 91762 (909)983-9895 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED G. MARKS CABLEVISION L A N D S C A P E CIVIL ENGINEER PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. FOOTHILL BLVD.#120 ---- MADOLE & ASSOCIATES, INC RECOMMENDATION. RANCHO CUCAMONGA,CA 91730 ARCHITECTURE OF THE INLAND EMPIRE 11• CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE H. SOUTHERN CALIFORNIA EDISON COMPANY (800)586-2757 DIRECTION OF A CALSENSE REPRESENTATIVE,PHONE NUMBER 7951 REDWOOD AVE. SITE PLANNING 10601 CHURCH STREET, SUITE 107 760-438-0525. FONTANA,CA 92336 RANCHO CUCAMONGA, CA 91730 (800)655-4555 10621 Church Street (909) 948-1311 — -� _ Suite 106 CONTACT: GERRY BARRON `�� '•�. SEE SHEETS L-3, L-8, & Rancho Cucamonga L-14 CA 91730 p ELECTRICAL ENGINEER _ (909) 484-2800 S & K ENGINEER Fax (909) 484-2802 421 HUNTINGTON DRIVE I- -y—�--� � MONROVIA, CA 91016-3632 Richard Krumwiede t - 9 CA Lic. #2834 AZ Lic. # 29115 (626) 930-1383 NN Lic. # 446 CONTACT: RUSS FERBRACHE X\ LANDSCAPE QUANTITIES SEE SHEETS L-2, L-7, & - _ _ C 3CA `O L-13 \ • MLLIKEKAVENUE QTY_ SIZE MOUNTAIN VIEW DRIVE QTY SIZE 0 I I � � TREES TREES Cinnamomum camphors Camphor Tree 21 EA. 15 gallon Brachychiton poputneus Bottle Tree 2 EA. 15 gallon -- `` Kcelreuteria bipinnata Chinese Flame Tree 3 EA. 36"Box Edobotria deflexa Bronze Loquat 36 EA. 15 gallon W i Pinus canariensis Canary Island Pine 15 EA. 15 gallon Koelreuteria bipinnata Chinese Flame Tree 1 EA. 36 Box (� DESCRIPTION OF REVISION DATE APPROVED . - .. TERRA VISTA PARKWAY OTY. SIZE PASEO QTY. SUE SEE SHEETS L-4, L-9, & TREES TREES — CITY of RANCHO CUCAMONGA- L-15 Brachychiton populneus Bottle Tree 24 EA. 15 gallon Brachychiton populneus Bottle Tree 38 EA. 15 gallon `� MILLIKEN AVE., T R A C 1- 15492 1 - - - - Koelreuteda bipinnata Chinese Flame Tree 3 EA. 36"Box Eriobotria deflexa Bronze Loquat 5 EA. 15 gallon O O P~ Magnolia g.'St. Mary' Magnolia Hybrid 6 EA. 15 gallon Koelreuteria bipinnata Chinese Flame Tree 3 EA. 36"Box I-� LANDSCAPE IMPROVEMENTS ''�`r,h Lagerstroemia indica'Muskogee' Crape Myrtle 10 EA. 24"Box Z MILLIKEN AVE. S/o TERRA VISTA PKWY., f--4 TERRA VISTA PKWY. e/o MILLIKEN AVE., MLLIKEN AVENUE(sHEErL-� flTY� MOUNTAIN VIEW DRIVE(SHEETL-4) QTY• MOUNTAIN VIEW DR. e/o MILLIKEN AVE. SEE SHEETS L-5, L-10, & AREAS AREAS SHRUB AREA 16,751 S.F. SHRUB AREA 10,994 S.F. TITLE SHEET L-16 COBBLESTONE AREA 5,368 S.F. COBBLESTONE AREA 7,631 S.F. TOTAL HARDSCAPE AREA 15,716 S.F. TOTAL HARDSCAPE AREA 14,777 S.F. TOTAL AREA .75 ACRES 32,467 S.F. TOTAL AREA .59 ACRES 25,771 S.F. APPROVED BY: DATE : 7a— / 0SCAPp 4 CITY ENGINEER RCE No. 24953 TERRA_VISTA PARKWAY(SHEET L-3) QTY.- PASEO(SHEET L-5) _0TY_ �- urn&V4q 0 DESIGN ARCHITERRA DE I N GROUP AREAS AREAS a e y\ �J' GPD LANDSCAPE ARC TECTURE SHRUB AREA 11,630 S.F. TRAIL LIGHTS 19 EA. 0' SITE PLANNING = COBBLESTONE AREA 7,147 S.F. BENCHES 4 EA. i:j10621 CHURCH STREET, SUITE 106 STAMP CONCRETE1,187 S.F. TRASH RECEPTACLES 4 EA. - -"ate ; DRAWN RANCHO CUCAMONGA, CA 91730 SHEET L- TOTAL HARDSCAPE AREA 19,738 S.F. RETAINING WALL 140 L.F. * - e $ate - MLD (909) 484-2800 FAX: (909)484-2802 TOTAL AREA .72 ACRES 31,368 S.F. SHRUB AREA 4,081 S.F. ��►� a e �� N.T.S. COBBLESTONE AREA 4,157 S.F. CHECKED DRA Y_ NO. TOTAL L.M.D.MATE.D. AREA =2.37 ACRES}103,327 S.F.S,F. TOTAL HARDSCAPE AREA 9,640 S.F. 4rF 0 F C A``� RWK 12/6/01 RLA No. 2834 TOTAL AREA .32 ACRES 13,721 S.F. / ARCHITERRA JOB No. 0071-5 SHEET OF 1M MATCHLI E - SEE 'AA'_� �_MATCH INE - SEE 'BB' _ _ _ _ TERRA VISTA PARKWAY ., typ� W < P.A...'CL ' R L? z � $B U 9'- $ ' }-RICCBRER OF PA"MY"WER 1 LU F I 6 7 4 8 5 15 .r. . 3 - �' 41 P.A. -�IV 18 _ 18A C0 MIN. 4" ;} 1 I 14 4" 9`�`' - - �° P.A. o b. Uj $ PA. AVZ ti2.8. 9B' Jt A 7 P wo P.A. NP. 2 " 8 8' q" ' 23 V 5 1 -<ti I e � 121 3 2 rC --- W-W Or, CONSTRUCTION LEGEND CONSTRUCTION NOTES I �� 36' I �•� PRECISION BLOCK WALL w/STUCCO FINISH AND SLUMP CAP. REFER TO CIVIL ENGINEER'S WALL PLANS FOR 111," ` O WALL LOCATIONS AND STRUCTURAL DETAILS. STUCCO COLOR TO BE "X-48, MEADOWBROOK"AVAILABLE 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS MI . ,, , i I THROUGH LA HABRA STUCCO, (909) 653-3549. THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE s. . *? _ : 23 + 2 PRECISION BLOCK WALL w/SLUMP CAP. REFER TO CIVIL ENGINEER'S WALL PLANS FOR WALL LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY w4 O LOCATIONS AND STRUCTURAL DETAILS. MASONRY BLOCK COLOR TO BE TAN. REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. •-. j i 18'9" � PA cB1IEAOFPARKIMAYPUIMER I O3 RET. WALL EXTENSION PER CIVIL ENG.'S ROUGH GRADING PLANS.(SHOWN ADJ. TO WALL FOR GRAPHIC CLARITY.) w z 2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. w 15 w O EXISTING SIDEWALK TO REMAIN. PROTECT IN PLACE. REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. STAKING FOR LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO Doz 1g-sr > I EXCAVATION OF FOOTINGS. z I I 3 SIDEWALK PER CITY STANDARD NO. 103. REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. SEE M g-r '- w -� I P.A. Q 23 I O CONSTRUCTION PLAN FOR REFERENCES TO HORIZONTAL CONTROL. w3. FOR SITE GRADING,SEE CIVIL ENGINEER'S GRADING PLAN. MI N. , > �I _�. Z I O HANDICAP ACCESS RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. < I w4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND s' 56'�' Z O? I Y 8 ( CD EXISTING UTILITIES TO REMAIN UNLESS OTHERWISE NOTED PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. UTILITIES, PIPES AND STRUCTURES, CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST z " w I - INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. w �� ..-I P�. O STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. j I 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. Y g J - 12 = j O9 TRAIL LIGHTING PER ELECTRICAL PLAN, SHEET L-20. 24 REFER TO IRRIGATION PLANS. CONTR. MAY ALSO REFER TO PLANS PREPARED BY JFI INC. FOR b 2 J 'rte 9 to DRAINAGE CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. ADDITIONAL SLEEVE LOCATION INFORMATION. I 10 r cc FIRE HYDRANT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. c 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS G _ 5 j t2 CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. �. 2 - - - - r-9' ti'- l / r INTEGRAL COLOR STAMPED CONCRETE PER DETAIL F, SHEET L-6. COLOR TO BE"AUTUIMN BROWN", 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT 23 39 13 AVAILABLE THROUGH L.M. SCOFIELD CO. (800)800-9900. STAMP PATTERN TO BE"BOMACRON 4x4 GRANITE SETTS." 3 10 CHANGES AND SHARP TRANSITIONS. y30 �) I 14 LANDSCAPE BOULDER AVAILABLE FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER CITY STANDARD ��' 18 18 O DETAIL NO. 542(DETAIL A&C ALONG TRAIL), SHEET L-6. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT. 8. ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT I 14 t5 COBBLE PAVING PER CITY STANDARD DETAIL NO.542, DETAIL A, ON SHEET L-6. PHASE OF WORK. I 2 _ RETARDANT FINISH CONCRETE w/3' SQ. SAWCUT JOINT PATTERN PER DETAILS D AND E, SHEET L-6. 12 ' 12 - O 9. IF IN THE FIELD,SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN TUBULAR STEEL FENCE PER CIVIL ENGINEERS WALL PLANS.(PRIVATELY OWNED AND MAINTAINED) ' 36- _ �;,� � I ;. ,11 � ELEVATION SHALL TAKE PRECEDENCE. W 6"CONCRETE HEADER PER CITY STANDARD DETAIL N0. 534&542, DETAILS A&C, SHEET L-6. 58 w10. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP. 8 I9" - DEEP SCORE JOINT PER PLAN. SEE DETAIL E, SHEET L-6. 23 19 11. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 8 I 8 ,s" 20 CONCRETE EXPANSION JOINT PER PLAN. SEE DETAIL E, SHEET L-6. CONSTRUCTION (GREEN BOOK: EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4, 6'WIDE WOOD BENCH, MODEL#281-6XR, AVAILABLE THRU PACIFIC DESIGN CONCEPTS(800)367-7325. 201, 303, AND 400,AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, PRE AND POST SEE DETAIL G, SHEET L-6. INSTALLATION OF CONCRETE WORK, MATERIALS, LABOR, AND CLEAN-UP. I MI •- I 1I cp 22 TRASH RECEPTACLE, MODEL#S-TR-D3-S3-LSB-LID/ST-CHARCOAL, AVAILABLE THROUGH DURA ART STONE 40 P g_ O 909)350-9000. SEE DETAIL H, SHEET L-6. $ MIN. '+ wo SLOPES PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. REFER TO CIVIL ENGINEER'S PASEO GRADING PLAN, Uj # 0 I 1 ?r OA 23 SHEET L-23, FOR GRADING AND DRAINAGE IN PASEO AREAS. ' 3 15 mm6m �' ' a IWALKWAY LAYOUT NOTE: � 24 INTERIOR SIDEWALK PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. _ CE► IOFPA"MIIYPIAWI R MATCH LI N E - SEE BB� O CONTRACTORS SHALL FOLLOW THE SIDEWALK LAYOUT AS INDICATED ON THE PLANS AS CLOSELY AS POSSIBLE. WHERE DIMENSIONS ARE NOT INDICATED, OR FOR PA.' 25 ELECTRICAL METER PEDESTAL FOR TRAIL LIGHTING PER SHEETS L-20-22. ADDITIONAL INFORMATION AND CITY STANDARD DETAILS, REFER TO CIVIL ENGINEER'S WR STREET IMPROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD, MIN' O 4"THICK NATURAL COLOR MEDIUM BROOM FINISH CONCRETE WALKWAY PER DETAIL D, SHEET L-6. CONTACT THE CITY INSPECTOR'S OFFICE AT (909) 477 2740. 5-0"R j P.A. _j y EC.R. J 1 ~ CORNIER OFwALI SLUMP BLOCK WALL w/SLUMP CAP. REFER TO CIVIL ENGINEER'S WALL PLANS FOR WALL 0 27 LOCATIONS AND STRUCTURAL DETAILS. MASONRY BLOCK COLOR TO BE TAN. . 1 w w aro" ar I I MIN. § 28 RETAINING WALL WITHIN L.M.D. PER CIVIL ENGINEER'S RET. WALL PLAN, SHEET L-24. 7 Iw I w ,r• _ Cn E SHEET KEY MAP 6 1 __ -------- �, --• 1 w MATCHLINE - SEE AA - T ,� MT VIEW DR 1 J DESCRIPTION OF REVISION ' DATE APPROVED " i = SCALE: 1" = 30' �� � � � 1 � - -�--�-� CITY of RANCHO CUCAMONGA TRACT 15492 ' < LANDSCAPE IMPROVEMENTS MILLIKEN AVE. s/o TERRA VISTA PKWY., TERRA VISTA PKWY. e/o MILLIKEN AVE., MOUNTAIN VIEW DR. e/o MILLIKEN AVE. CONSTRUCTION PLAN Underground Service Alert APPROVED BY. DATE : 1 /1060 -- N°SCAP,& CITY ENGINEER RCE No. 24953 . PLAN CROSS REFERENCES �� ��'' -'--- - DRIVE--� i� y� *"mww 4'9c+ ARCHITERRA DE N GROUP sb o DESIGN LANDSCAPE ARCHITECTURESITE PLANNING DED >_ Call: TOLL FREE g /�' � � a � s FOR NOTES AND LEGENDS, SEE THIS SHEET (-3 aw " GPD 10621 CHURCH STREET, SUITE 106 ((�� 1 -800 FOR DETAILS, SEE SHEET L-6 �,��,N� - igna- DRAWN RANCHO CUCAMONGA, CA 91730 SHEET ""� IF ATI N EE HEET L-18 - - "'� �, -- ^ewa * KPF (909)484-2800 FAX: (909)484-2802 L-2 FOR SPEC IC O S, S S N.T-S. 11 , -I � \Q 422-4133 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-7 �slgTF Dale �oQ� CHECKED 12/6/01 DRA N NO. FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-13 \� ca�� RWK DATERLA No. 283 13 WORKINGTWO AY EFORE YOU DI ARCHITERRA JOB No. 0071-5 SHEET OF C\1 18 12 15 do v dp do LU -0 '.c, '-L VAFVES Iwo VARIES tf 1014ro.c. op Lu • TYP. I %,SEE PLAN I SEE PLAN-1 TYP. 15 0 0 LUQ ........ ........... it i Lu I C/) I 18 P.0 2y-C • 9p 25'V ox.TYP. PA. ITEIRRA •VISTA WEST OF'A"STV—.4 V 0-• XRRT VISTA AND MOUNTAIN VIEW EAST OF wA;;iT- • Z &0 PA. PA 8 r o c.TYP • PA TYPICAL COBBLE LAYOUT IN PARKWAY ---------- TERRA VISTA PKWY. 5 1 4 Y-T M N. SL 13 (SEE CONST. PLANS FOR PRECISE LOCATIONS) pji 12" 'r 3 TER Rq CONSTRUCTION LEGEND 2 --_ _ i 13 14 V O /s r PRECISION BLOCK WALL w/STUCCO FINISH AND SLUMP CAP. REFER TO CIVIL ENGINEERS WALL PLANS FOR L ------- . .. -, _­ -._. 4 Ot WALL LOCATIONS AND STRUCTURAL DETAILS. STUCCO COLOR TOBE "X-48, MEADOWBROOK"AVAILABLE 5 1 R4RfC - 18 vv }/ THROUGH LA HABRA STUCCO, (909)653-3549. PRECISION BLOCK WALL w/SLUMP CAP. REFER TO CML ENGINEER'S WALL PLANS FOR WALL '� / 1 C/� \ O LOCATIONS AND STRUCTURAL DETAILS. MASONRY BLOCK COLOR TO BE TAN. . 4/ .......... 12" P.4 S 12 co ORET. WALL EXTENSION PER CIVIL ENG.'S ROUGH GRADING PLANIS.(SHOWN ADJ. TO WALL FOR GRAPHIC CLARITY.) / p� O A 18 EXISTING SIDEWALK TO REMAIN. PROTECT IN PLACE. REFER TO CIVIL ENGINEERS STREET IMPROVEMENT PLANS. 1 12 8 Z 139 0 SIDEWALK PER CITY STANDARD NO. 103. REFER TO CIVIL ENGINEERS STREET IMPROVEMENT PLANS. SEE 5 CONSTRUCTION PLAN FOR REFERENCES TO HORIZONTAL CONTROL. % 20 —0 138 HANDICAP ACCESS RAMP PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. 4� 15 I it 1'� ITT 18 7 _ 0 EXISTING UTILITIES TO REMAIN UNLESS OTHERWISE NOTED PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. ��3 \ TP.' ' ­ 27 36" I C,0 OSTREET LIGHT PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. 136, xr 18 R. A 15 1 ,P.-r G> TRAIL LIGHTING PER ELECTRICAL PLAN, SHEET L-20. 30" .9, 44J 14� 3 4� 27 JDRAINAGE CATCH BASIN PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. A 8 A�j 122 12 # X FIRE HYDRANT PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. 0 0 11 14 4r 19__(('�� \ s `t + / � 12 CURB AND GUTTER PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. 2C INTEGRAL COLOR STAMPED CONCRETE PER DETAIL F, SHEET L-6. COLOR TO BE"AUTUMN B 5 121 BROWN", 40 3 CONTRACTOR TO REFER TO STREET IMPROVEMENT AVAILABLE THROUGH L.M. SCOFIELD CO. (800)800-9900. STAMP PATTERN TO BE'BOMACRON 44 GRANITE SETTS.' 4 PLANS FOR MERGING OF PASEO AND SIDEWALK. 4, 9 27 LANDSCAPE BOULDER AVAILABLE FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER CITY STANDARD 2 14 DETAIL NO. 542(DETAIL A &C ALONG TRAIL), SHEET L-6. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT. Y-T MIN. G1i 120 TYP. 3 ie' R t5 COBBLE PAVING PER CITY STANDARD DETAIL N0. 542, DETAIL A, ON SHEET L-6. RETARDANT FINISH CONCRETE wt 3S0. SAWCUT JOINT PATTERN PER DETAILS D AND E, SHEET L-6. 92 119 TUBULAR STEEL FENCE PER CIVIL ENGINEERS WALL PLANS.(PRIVATELY OWNED AND MAINTAINED) 8 2 14 6"CONCRETE HEADER PER CITY STANDARD DETAIL NO.534&542, DETAILS A&C, SHEET L-6. 18 �` S E NPI AL DETAIL ABOVE • T-T MIN. DEEP SCORE JOINT PER PLAN. SEE DETAIL E, SHEET L-6. �� TYP. - � Q 118 CONCRETE EXPANSION JOINT PER PLAN. SEE DETAIL E, SHEET L-6. 10 T 23 O -6XR, AVAILABLE THRU PACIFIC DESIGN CONCEPTS( -7325 VWIDE WOOD BENCH, MODEL#281 800 367 12 13 SEE DETAIL G, SHEET L-6. 15 4 TRASH RECEPTACLE, MODEL#S-TR-D3-S3-LSB-LID/ST-CHARCOAL, AVAILABLE THROUGH DURA ART STONE C>_ 909)350-9000. SEE DETAIL H, SHEET L-6. 14 SLOPES PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. REFER TO CIVIL ENGINEERS PASEO GRADING PLAN, 23 PA. SHEET L-23, FOR GRADING AND DRAINAGE IN PASEO AREAS. 4r 6 3 r \ INTERIOR SIDEWALK PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 4W_ 7 ELECTRICAL METER PEDESTAL FOR TRAIL LIGHTING PER SHEETS L-20-22. 91 13 117 ' O 4,THICK NATURAL COLOR MEDIUM BROOM FINISH CONCRETE WALKWAY PER DETAIL D, SHEET L-6. 5 SLUMP BLOCK WALL w/SLUMP CAP. REFER TO CIVIL ENGINEERS WALL PLANS FOR WALL - A_ \ / `� O 7 LOCATIONS AND STRUCTURAL DETAILS. MASONRY BLOCK COLOR TO BE TAN. ORETAINING WALL WITHIN LM.D. PER CIVIL ENGINEERS RET. WALL PLAN, SHEET L-24. 2 9 Gb 1 14 O 3 88 T-T MN. 18 93 TYP. 15 a8t2" -4 3 PA. 89 18 SCALE: 1" 30' 15 1 SHEET KEY MAP 00 A 18 6 23 , Q` ---� , . O IDESCRIPTION OF REVISION 8 1 DATE 1APPROVED 3 7 % CITY of RANCHO C UCAMONGA- tip, 12 TRACT 15492 LANDSCAPE IMPROVEMENTS % _ _ MILLIKEN AVE. s/o TERRA VISTA PKWY., TERRA VISTA PKWY. e/o MILLIKEN AVE., 0 MOUNTAIN VIEW DR. e/o MILLIKEN AVE. 4 ir CONSTRUCTION PLAN Underground Service Alert APPROVED BY: D A T E 1171 15 4ox— sc�p,, DRtVE---- 4 CITY ENGINE = RCE No. 24953 E-1 PLAN CROSS REFERENCES ARCHITERRA D13413N GROUP • Call: TOLL FREE VA 010 DESIGN GPD LANDSCAPE ARCHITECTURE SITE PLANNING FOR NOTES AND LEGENDS, SEE SHEET L-2 I zi 10621 CHURCH STREET, SUITE 106 4z n U DRAWN SHEET IM 1 -800 7-.'ql RANCHO CUCAMONGA, CA 91730 L-3 FOR DETAILS, SEE SHEET L-6 KPF (909)484-2800 FAX: (909)484-2802 _Jx &J FOR SPECIFICATIONS, SEE SHEET L-18 N.T.S. FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-8 4rF CHECKED' TRAVIN 422-4133 Date ATE 12/6/01 RLA No. 2834 12 f 3. ENO. TWO WORKING DAYBEFOREYOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-14 OF C RVVK D ARCHITERRA JOB No. 0071-5 SHEET OF W 18 12 15 VARIES X10'-0"0.c. i ci SEE PLAN , TYR 14 s 4 ��► CONSTRUCTION LEGEND • , . , 1 2s-W o.c.TYP. �� L PRECISION BLOCK WALL w/STUCCO FINISH AND SLUMP CAP. REFER TO CIVIL ENGINEER'S WALL PLANS FOR 18 O , ALONG MOUNTAIN VIEW M. S6 Oi WALL LOCATIONS AND STRUCTURAL DETAILS. STUCCO COLOR TO BE"X-48, MEADOWBROOK"AVAILABLE TYPICAL COBBLE LAYOUT IN PARKWAY 'a 2� THROUGH LA HABRA STUCCO, (909) 653-3549. MOUNTAIN VIEW DR. 14 ` � O PRECISION BLOCK WALL w/SLUMP CAP. REFER TO CIVIL ENGINEER'S WALL PLANS FOR WALL CONTRACTOR TO REFER TO STREET IMPROVEMENT (SEE CONST. PLANS FOR PRECISE LOCATIONS) 15 �� is �� LOCATIONS AND STRUCTURAL DETAILS. MASONRY BLOCK COLOR TO BE TAN. PLANS FOR "MERGING" OF PASEO AND SIDEWALK. ',o.P _ IA. ( O3 RET. WALL EXTENSION PER CIVIL ENG.'S ROUGH GRADING PLANS.(SHOWN ADJ. TO WALL FOR GRAPHIC CLARITY.) z� is^ 12" EXISTING O EXISTING SIDEWALK TO REMAIN. PROTECT IN PLACE. REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. r � �s�o° �, �D�- 1e• SIDEWALK PER CITY STANDARD NO. 103. REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. SEE 20 19 327 23 1 18 �o� VA < O CONSTRUCTION PLAN FOR REFERENCES TO HORIZONTAL CONTROL. 2 '� 5 % s HANDICAP ACCESS RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 9 �y. 111111 0 I I I 1 3 _ CHLlNE - I 18 8 C27 E S FET - 7S � 79 ' 80 ' 8� ' � � "✓ '� - O7 EXISTING UTILITIES TO REMAIN UNLESS OTHERWISE NOTED PER CIViL ENGINEER'S STREET IMPROVEMENT PLANS. ..�o L 5 82 1 ,� � 5 �. _ _ 83 �, > 'a" : / Oe STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 68 P A. 7 _ Nsrw . _ - TRAIL LIGHTING PER ELECTRICAL PLAN SHEET L-20. \ 8" PA - 9 ,v,_• a P.A. ;�.,Y P.A. P.A. � P.A. ��� P.A. ��✓ PA `y�•. P.A. �,w•� PA. �r„� <3 i P •6' �1 • _ to DRAINAGE CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. y 30 " moo• 8160 FIRE HYDRANT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. WR. — A 2 � — — - MOUNTAIN VIEW DRIVE - - -- �.� t 2 CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 12 \ INTEGRAL COLOR STAMPED CONCRETE PER DETAIL F, SHEET L-6. COLOR TO BE"AUTUMN BROWN", N; — 15 27 ��\i 13 AVAILABLE THROUGH L.M. SCOFIELD CO. (800)800-9900. STAMP PATTERN TO BE"BOMACRON 4x4 GRANITE SETTS." 15 tv_\ \ 14 fi7 2 t4 LANDSCAPE BOULDER AVAILABLE FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER CITY STANDARD \ y DETAIL NO. 542(DETAIL A&C ALONG TRAIL), SHEET L-6. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT. 71;;\ 27 '��-�- --_ \ � 15 COBBLE PAVING PER CITY STANDARD DETAIL N0. 542, DETAIL A, ON SHEET L-6.3'-T66 ! _ ; is RETARDANT FINISH CONCRETE w/T SQ. SAWCUT JOINT PATTERN PER DETAILS D AND E, SHEET L-6. TYP. .--\ b \7 17 TUBULAR STEEL FENCE PER CIVIL ENGINEER'S WALL PLANS.(PRIVATELY OWNED AND MAINTAINED) 6"CONCRETE HEADER PER CITY STANDARD DETAIL NO. 534&542, DETAILS A &C, SHEET L-6. 65z'' 5 DEEP SCORE JOINT PER PLAN. SEE DETAIL E, SHEET L-6. 23 e 19 O CONCRETE EXPANSION JOINT PER PLAN. SEE DETAIL E,SHEET Lf. 1 3 7 Q 12 / 6'WIDE WOOD BENCH, MODEL#281-6XR, AVAILABLE THRU PACIFIC DESIGN CONCEPTS(800)367-7325. 2t SEE DETAIL G, SHEET L-6. � 15 64 TRASH RECEPTACLE, MODEL#S-TR-D3-S3-LSB-LIDIST-CHARCOAL, AVAILABLE THROUGH DURA ART STONE 18 18 O 909)350-9000. SEE DETAIL H, SHEET L-6. ,sSLOPES PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. REFER TO CIVIL ENGINEER'S PASEO GRADING PLAN —1- --_p_A. 23 SHEET L-23, FOR GRADING AND DRAINAGE IN PASEO AREAS. \\ r 24 INTERIOR SIDEWALK PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 12 / 25 ELECTRICAL METER PEDESTAL FOR TRAIL LIGHTING PER SHEETS L-20-22. 1 18 , G_ 4"THICK NATURAL COLOR MEDIUM BROOM FINISH CONCRETE WALKWAY PER DETAIL D, SHEET L-6. 18 O SLUMP BLOCK WALL w/SLUMP CAP. REFER TO CIVIL ENGINEER'S WALL PLANS FOR WALL 27 LOCATIONS AND STRUCTURAL DETAILS. MASONRY BLOCK COLOR TO BE TAN. 63J� `` O RETAINING WALL WITHIN L.M.D. PER CIVIL ENGINEER'S RET. WALL PLAN, SHEET L-24. 18 ,,� 6 15 , 62lir 0 s SEE TYPICAL DETAIL 2 1d" 2 61 1 3 23 5Jet i�ta:� �'' • N 60 -4 59 w 58 U) L SCALE: 1" = 30' LV y, P.A. W PA. � _ SHEET KEY MAP w T BC^R. _ I —� ` DESCRIPTION OF REVISION z _ _ _ I ,\ DATE APPROVED 10 CITY of RANCHO CUCAMONGA -, U _ \ TRACT 15492 a ' LANDSCAPE IMPROVEMENT MILLIKEN AVE. s/o TERRA VISTA PKWY., TERRA VISTA PKWY. e/o MILLIKEN AVE., MOUNTAIN VIEW DR. e/o MILLIKEN AVE. °'srF4 CONSTRUCTION PLAN Underground Service Alert APPROVED BY. DATE : joa-- " '' � _ . SC AP ` ° F , CITY ENGINEER RCE No. 24953 • a ' call: TOLL FREE PLAN CROSS REFERENCES , �� • �,�,F. `a� 010 9�y DESIGN ARCHITERRA DE N GROUP RE NDED W� GPQ LANDSCAPE ARCHITECTURE (c� SITE PLANNING FOR NOTES AND LEGENDS, SEE SHEET L-2 40 10621 CHURCH STREET, SUITE 106 1 -800 FOR DETAILS, SEE SHEET L-fi ., .*— ��a�U"e \ y�' RA Kp (909)484RANCH0 800 FAX: 90'9 84 802 SHE 1 L_4 FOR SPECIFICATIONS, SEE SHEET L-18 N.T.S. .- •p� Q 422-4133 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-9 �4 Date ��/ r oQ CHECKED DRAVVINEND. TWO WORKING AY BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-15 OF C 0 RWK DATE 12/6/01 RLA No. 2834 1? ARCHITERRA JOB No. 0071-5 SHEET OF 21 [SEE TYP.ENLARGEMENT 16 �� 1 CONSTRUCTION LEGEND ___.; _ A I PRECISION BLOCK WALL w/STUCCO FINISH AND SLUMP CAP. REFER TO CIVIL ENGINEER'S WALL FLANS FOR PA •� '�✓!� �C/y' WALL LOCATIONS AND STRUCTURAL DETAILS. STUCCO COLOR TO BE"X-48, MEADOWBROOK"AVAILABLE 2a• / /N THROUGH LA HABRA STUCCO, (909) 653-3549. C 8 F\� ` SF RECISION BLOCK WALL w/SLUMP CAP. REFER TO CIVIL ENGINEER'S WALL PLANS FOR WALL + PA. � 12 38• r2/�,q�� Al" O LOCATIONS AND STRUCTURAL DETAILS. MASONRY BLOCK COLOR TO BE TAN. R. 136 :- .tiF, - _ 4•' ' PA 2 27 a, ;� 11 R/ O RET. WALL EXTENSION PER CIVIL ENG.'S ROUGH GRADING PLANS.(SHOWN ADJ. TO WALL FOR GRAPHIC CLARITY.) �F VF 15 + g3V : _ 21 ;' ;y� SEE_ TYP.ENLARGEMENT 16 18 O EXISTING SIDEWALK TO REMAIN. PROTECT IN PLACE. REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. % /P 12 14 19 48r _- 24 SIDEWALK PER CITY STANDARD NO. 103. REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. SEE . 30 3 25 rra 4 O CONSTRUCTION PLAN FOR REFERENCES TO HORIZONTAL CONTROL. 2• 123 dp' r 20 _ O HANDICAP ACCESS RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 28 NODE DETAIL 'r��� 27 23 SCALE: 1" = 30' 20 EXISTING UTILITIES TO REMAIN UNLESS OTHERWISE NOTED PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 14 18 17 3 _�r o `�' • A O STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. •r / n 72 O TRAIL LIGHTING PER ELECTRICAL PLAN, SHEET L-20. dp 19 1r- \ 1 o DRAINAGE CATCH BASIN PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. 15 V 1 3 >`as 5 1 FIRE HYDRANT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. ;r, 27 12 CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 12 +f 9 INTEGRAL COLOR STAMPED CONCRETE PER DETAIL F, SHEET L-6. COLOR TO BE"AUTUMN BROWN",b F � 15 21 13 AVAILABLE THROUGH L.M. SCOFIELD CO. (800)800-9900. STAMP PATTERN TO BE'BOMACRON 44 GRANITE SETTS." 4� s" LANDSCAPE BOULDER AVAILABLE FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER CITY STANDARD 22 2'-9• 'P' 1714 + _.,i =a� ^,. P.A. a DETAIL NO. 542(DETAIL A &C ALONG TRAIL), SHEET L-6. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT. 18 _ �,� 71 a2° -�.� ___ _ 2 9 � . .••� 18 -�' •� 15 COBBLE PAVING PER CITY STANDARD DETAIL N0.542, DETAIL A, ON SHEET Lf. ` ••*'�• ' �� 24 PA. ~ _ 20 6 2 R A26 . ,, 1s RETARDANT FINISH CONCRETE w/3' SQ. SAWCUT JOINT PATTERN PER DETAILS D AND E, SHEET L-6. 17 0 ��- O s 23 i' 3°"R, : ao"�a• 22 17 TUBULAR STEEL FENCE PER CIVIL ENGINEER'S WALL PLANS.(PRIVATELY OWNED AND MAINTAINED) .' - / 26 Asa. L •' 18 - lall 9 12 •' PA 2 1e 6'CONCRETE HEADER PER CITY STANDARD DETAIL NO. 534&542, DETAILS A&C, SHEET Lf. + O 17 v Ms's' _ PA. i is DEEP SCORE JOINT PER PLAN. SEE DETAIL E, SHEET L-6. o: • S7� EE TYP.ENLARGEMENT 16 18 i �� 20 CONCRETE EXPANSION JOINT PER PLAN. SEE DETAIL E, SHEET L-6. 2 3 23 12 j;3„ + PA. `1 . 6'WIDE WOOD BENCH, MODEL#281-6XR, AVAILABLE THRU PACIFIC DESIGN CONCEPTS(800)367-7325. rr f 14 �' +e�•�` 21 21 SEE DETAIL G, SHEET L-6. 68 7 TRASH RECEPTACLE, MODEL#S-TR-D3-S3-LSB-LID/ST-CHARCOAL, AVAILABLE THROUGH DURA ART STONE 27 11 �77 ,�• 30•: ' 909 350-9000. SEE DETAIL H SHEET L-6. 3 3 48 3 SLOPES PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. REFER TO CIVIL ENGINEER'S PASEO GRADING PLAN, 15 23 SHEET L-23, FOR GRADING AND DRAINAGE IN PASEO AREAS. 135rr�s 26 NODE DETAIL � •- '• � 17 18 SCALE: 1" = 30' 7' 28 fi9 : �, 24 INTERIOR SIDEWALK PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. ._�• 126 26 ��A 12 25 ELECTRICAL METER PEDESTAL FOR TRAIL LIGHTING PER SHEETS L-20-22. `. 128 PA. 17 23 19 27 90.14'-T �� `` 0 2s 4"THICK NATURAL COLOR MEDIUM BROOM FINISH CONCRETE WALKWAY PER DETAIL D, SHEET L-6. r3% 20 0 , � PA. a, v O 18 9 SEE TYP.ENLARGEMENT 16 i °' . - A 24 27 SLUMP BLOCK WALL w/SLUMP CAP. REFER TO CIVIL ENGINEER'S WALL PLANS FOR WALL rr of P. LOCATIONS AND STRUCTURAL DETAILS. MASONRY BLOCK COLOR TO BE TAN. 'g 15 PA ••� 15 0 - - : . . PA. 25' 3>t 28 RETAINING WALL WITHIN L.M.D. PER CIVIL ENGINEER'S RET.WALL PLAN, SHEET L-24. 19 127 - Ila- ' 203 16 SEE TYP,ENLARGEMENT _ PA. 17 18 18 12 \ : 17'-�' y 14 f Il -o• TYP. , 18 �'-I 3 17 9 `% :- 14,.E 18 23 18 18 SEE TYP.ENLARGEMENT 16 , . ; 1 '`• • - f 15 12 ' f 24 FiT 27 ;0 ` 27 q TCA • 3 26 �/Nwa • 18 26 19 68 9,- 11'.0' 78 SCALE: 1" = 30' 20 - - '%% 15 MATCHLINE — SEE SHEET L-4 , - SHEET KEY MAP 27 - DESCRIPTION OF REVISION DATE APPROVED 18 I-- - - rCITY of RANCHO CUCAMONGA + 23 _ _ TRACT 15492 ( \ 16 LANDSCAPE IMPROVEMENTS MILLIKEN AVE. s/o TERRA VISTA PKWY., 12 • •••• 18 TERRA VISTA PKWY. e% MILLIKEN AVE., ` , pro. •'`• • --- I ` MOUNTAIN VIEW DR. e/0 MILLIKEN AVE. CONSTRUCTION PLAN Underground Service Alert I APPROVED BY: DATE : 7 0--- TYPICAL ENHANCED CONCRETE ENTRY -- - D SC A P SCALE: 1"= 20' � `� �-- - oR��� Umw F �,9 CITY ENGINEER RCE No. 24953 Call: TOLL FREE PLAN CROSS REFERENCES I � �' a�. Baa �y DESIGN ARCHITERRA D IGN GROUPR51 m cz' '` GPD LANDSCAPE ARCHITECTURE v op f" SITE PLANNING 1 _800 FOR NOTES AND LEGENDS, SEE SHEET L-2 10621 CHURCH STREET, SUITE 106 FOR DETAILS, ' SEE SHEET L-6 , «�`� ]DRAWN RANCHO CUCAMONGA, CA 91730 SHEET L-5 � - * *' KPF (909)484-2800 FAX: (909)484-2802 422-4133 FOR SPECIFICATIONS, SEE SHEET L-18 N.T.S. FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-10 s�4r Date OQ�\� CHECKED DRAWING NO. WORKINGTWO BEFORE I FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-16 F o f C PXXV RWK DATE 12/6/01 RLA No. 2834 I-7 q 3 - L ARCHITERRA JOB No. 0071-5 SHEET OF COBBLFSTONE f 21.IN R O V, FLAT SIDE UP d PCC WOY1 CURB CAE 1 PER CRY STD Sii MORTAR TOOL MORTAR JOINTS SIDEWALK V7-11 TOACIEN'T COBBLE OR CONCRETE COBBLESTONE HEADER ' NARDSCAPE 9 MN. MORT*CUAR MR 1 2 3 n~curt[" a i�r s�0 r& 7 CUI� AND WALK <I � UNDERNEATH COBBLESTONE 1•NRF IMIDER \ ' 1� GM_ (LOCATE PER PLANT S'MIN,8011 DEPTH AT LEGEND SIDEWALK OR CURB OOBBIFSTONE EDGE OF C088LF \.f PANSTDN JOWT ExP JT EX IR WPJ - WEAKENED PLANE JOINT BOLCOM CONCRETE HEADER•IC RADIUS A � C ECR = BEDS ICU RETURN RETURN •EXPOSED EDGES 6 FINISH PER PLAN 1/2'RAD. LEGEND: SL SCORE LIME 1'IN LAWN (INSTALL AT GRADE LEVEL AT SWALE pa S/W = SIDEWALK 312'A6"#JM CROSSINGS) • 1. 1/2 RADIUS AT ALL EDGES. v = PARKWA`! WOTN CONCRETE BED 6"OR e' ,' 2. NATURAL COLORANTEGRAL COLOR CONCRETE PAVING. SEE CONSTRUCTION PLAN FOR COLOR; '"Tai DIMENSIONS FINISH A EE NOTE GR DE a SEE BELOW FOR FINISH TREATMENT. s/w - 4' VINWUM 3. COMPACT EARTH TO 90%RELATIVE COMPACTION UNDER PAVEMENT. „by 5- WN ADJA.'•ENT TO WALLS �t 7 MIX. MORTARED STONE SNALLE • •+• • 6' MIN. ADJACENT TO CURBS 1 r--TH •►A• •* Pi = 2.5' MINIM-OU FOR CLNNI;IN�AR ONLY - NOTE: CONTRACTOR SHALL POUR AND FINISH A 2'X2'SQUARE SAMPLE OF EACH TYPE OF FINISH °D 0-2 - D.s. WNIMLW FOR APPROVAL BY CITY INSPECTOR AND LAND.ARCH. P • � 1 COBBLESTONE CONCRETE BEO WCONCRETE CURB t (UNLESSFI •3A OTHERWISE NSTRUCTED) \ 1 R�2 • Pt + S/W BENEATH COBBLF1 �,,,,.Wt NOTES SAr Jr T. WEA(Flk"PIANO JO.FTs!Mu ESE USED Fat axle a GUTTER SEE ABOVE DETAIL -= LEGEND: LEGEND: A L JdN S.ExcFPE ExPANSDN JDMTS i FOR END CONDITION I PLACED IN CURB. GLRTER AND SIDD1RA:K A7 2 ANI.i r AMT(.NAD. -- - THE BCR AND ECR.AND AAWkD UTJLr`y POLES 4 2 3 2 1.MEDIUM RETARDANT FINISH SH NAT COLOR t. NATURAL COLOR z- Cure ADO WrTER SKU BEBE oo+FSRJCIw - ---=-r- CONCRETE, RUN CONCRETE. SID SEPARATELY FROV E WA.K. , ; - PERPENDICULAR TO '. WEAKENED PLNRVANE JaNTS 944a WE 0pM%>rTM % AT REGULAR 'EALS NOS EXTMIN-, 70 FEE' rPOC LOW CURB PER PA ` ' EDGE OF CONC./PATH 2.DEEP SCORE i WALK AND 0J%JOINTS s._L OF ALIGNED CITY STD S34 , � - OF TRAVEL. LINE;SEE CONST. 4f I MIN.,,r MAX NAD '' • ' ' ►�~• I. BOULDER PER CONSTRUCTION PLAN.RECESS AT LEAST 113 OF BOULDER'S 3 PLAN FOR LAYOUT. DEPTH INTO SUB-GRADE AS SHOWN. PLACE BEFORE FORMING CONCRETE _ 2.DEEP SCORE NOTES: SIDEWALK HARDSCAPE PAVING. LANDSCAPE ARCHTECT TO APPROVE BOULDERS AND SPOT _ JOINTS;SEE CONST. 3.EDGE OF PAVING. cuw .•J ww s"•'"'I- t. WRCRETE CLASS 5er-D•25M JOIN Al"RIGHT ANGLES(TYP) NOTES: LOCATIONS PRIOR TO INSTALLATION. _ 3 PLAN FOR LAYOUT. 2 ROCKSQES,UNLIFSSOTHERMSESPECRIEO,9HALLBE: BOULDERS ST MAX YV=WIN N. 1. PROVIDE SCORE JOINTS AT 1 d-0'O.C.AND 318'EXPANSION 2. 112"POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. 3.EDGE OF PAVING. J COBBLESTONES MAX.12'-MH 6'WITFI ONE FLAT SIDE GUTT(/l • .a 7fiK4A+(RESOC•fih) e. ALL SPACE SHALL HAVE 1:3 E S SHALL BE Fl ED 71ALL HAVE 23Eb8R 1 PAT. JOINTS AT 2a o•O.C. A MEDIUM BROOM FINISH W/DEEP B. RETARDANT FINISH W/DEEP SCORE 12' ExP r/. ALL SPACES BETWEEN STONES SMALI BE FlLIEU WfTN CUISS'D'MORTAR. 1 PART CFREWT 2 E'WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND 3. ADJACENT CONCRETE PAVING POURED AROUND BOULDER. SEET02-12 PARTS SAND.MIPSI PORTLAND CEMENT ODNCRETE NO'DRY-PACK'IS ALLOWED) GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND CONSTRUCTION PLAN. SCORE JOINTS JOINTS SEE STD Dw' 102 S. A SAMPLE AREA MN 40 SO FT.,SHALL BE APPROVED BY THE C�INSPECTOR,PRIOR TO PRIVATELY MAINTAINED AREAS 8. PROCEEDING ATTH REMAINING ROCK WORK FINAL RESTING POSITION OF ALL ROCKS TO BE APPROM BY THE CRY INSPECTOR, 7, ROCKS SHALL BE SMJOTH ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS 6 EXCESSIVE IPON CONTENT 3 CONCRETE TO BE 520-1-2500 MIN. 4. 90%COMPACTED SUB-GRADE. ^ b. ALL COBBLESTONE AREAS SHALL HAVE S'xrCONCRETE HEADER ASANEWE ATPLAWING o CITY OF RANCHO CUCAMONGA, CALIFORNIA 9. ROCKSCAPE SHOULD FOLI OW GRADE WIHERE SLOPES EXIST AND MAINTAIN A 2.MN AT ALLT&fS NTMIN THE R.O W. fff SIDEWALK AND RAMP S`"0A"°0-A" CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA, A I NI , I LAYOUT AND JOINT DETAIL ios x R.cE 2AB53 TE USE WRN STANOARD WC??)CATIONS FOR PUBLIC WD CONSTRUCTION APPROVED By APPROVED BY RIVER WASHED GRANITE STANDARD PUN STANDARD PLAN m G ENO NEER T of= CONCRETE HEADER IIJJ + W COBBLESTONES542 534 j CITY ENGINEER DATE SE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION QCITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONITRUCTION R.C.E 24953 BMEFT 1 Ci 1 R.C.E. INFER SHEET 1 of 1 COBBLE PAVING 6" CONCRETE HEADER BOULDER BY PAVING BROOM/RETARDANT CONC. CONCRETE JOINTS SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. I RAIL ONLY) � � SCALE: N.T.S. ( I RAIL ONLY) �s SCALE: N.T.S. 4 2 1 YYL r'4• n r•:•r• r•r. - 'YUL• YY 1 o a , 22' NOTE: CONTRACTOR TO POUR FOOTING W/ T BENCH TO 4" BELOW FINISH GRADE PRIOR TO FINISHING WALKWAY 3 2 DURING SECOND POUR. 2 SECTION 12' TYP 2 LEGEND: ;A- 4 • 1. STAMPED'BOMACRON•PATTERN,STACKED BOND GRANITE 4'SETTS. COLOR TO BE'AUTUMN BROWN',BY L.M. 4 II c SCOFIELD CO.,(213)720-3000. 5 I, 2. UNGROUTED JOINTS. i LEGEND: 1 3. PRE-SATURATED COMPACTED SUB-BASE SAND OR BASE MATERIAL WILL BE REQUIRED AS DIRECTED BY ENGINEER, LEGEND: 1. BRONZE ANODIZED ALUMINIUM UD WITH CHAIN CONNECTION IF SOIL IS EXPANSIVE. TO INSIDE OF RECEPTACLE. , 1. STEEL ROD BENCH. IRON MOUNTAIN FORGE MODEL*281-6XR. 2. 22'DIA.x 36" HIGH PRECAST CONCRETE TRASH RECEPTACLEIASH TRAY 4. CURB AND GUTTER 12" AVAILABLE THROUGH PACIFIC DESIGN CONCEPTS, WITH LIGHT SANDBLAST FINISH-MODEL#S-TR-D3-S3-LSB-LID/ST-CHARCOAL, (800)367-7325. AS MADE BY DURA ART STONE.TEL:(909)350-9000 S. 6'SQ.CONCRETE HEADER. 3. SECURE TRASH RECEPTACLE TO CONCRETE WITH(3)-5/16' 2. FINISH SURFACE PER PLAN DIAMETER BOLTS WITH LEAD SHIELDS. PLAN VIEW 4. CONCRETE PAD OR WALKWAY. 5. COMPACTED SUBGRADE. 3. TUBING DIRECTLY EMBEDDED IN CONCRETE FOOTING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 4. COMPACTED SOIL STAMPED CONCRETE STEEL ROD BENCH TRASH RECEPTACLE _ TRAIL ONLY - SCALE: N.T.S. "' SCALE: N.T.S. SCALE: N.T.S. (TRAIL ONLY) =. SCALE: SCALE: pD SCAPp Om;,bq&4 ti � w n n ur ate 4,)" o DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA- TRACT 15492 LANDSCAPE IMPROVEMENTS MILLIKEN AVE. s/o TERRA VISTA PKWY., TERRA VISTA PKWY. e/O MILLIKEN AVE., MOUNTAIN VIEW DR. e/o MILLIKEN AVE. CONSTRUCTION DETAILS APPROVED BY: - DATE : 1 ea - CITY ENGINEER RCE No. 24953 K DESIGNGPD AR HIITERRAANDSCAPE DF GNAREIG ROUP ED SITE PLANNING SCALE: SCALE: DRAWN 10621 CHURCH STREET, SUITE 106 SCALE: SCALE: RANCHO CUCAMONGA,CA 91730 SHEET 6 L- KPF (909)484-2800 FAX: (909)484-2802 V CHECKED DRAWING NO. RWK DATE 12/3/01 RLA No. 2834 _1 -713 , L ARCHITERRA JOB No. 0071-5 SHEET OF PRESSURE RELIEF VALVE NOTE: CONTRACTOR TO SET PRESSURE RELIEF VALVE TO 100 PSI. CONTRACTOR TO FIELD ADJUST AS NECESSARY. � 00 MATCHLINE - ' A' MATCHLINE - B' TERRA VISTA PAR AY I _, 3/4' 3/ ' I o' 11/2 p 7 2 9 ;W IRRIGATION NOTES: 314' 17 f A-2 1476 SO. FT. 12 1 , 758 SO. FT. 1° I I r" - - I U) 1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED AT ALL POINTS OF CONNECTION. 41 '� - -' - - THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER "' W METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. I 1 A 1 r�11/2" 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR /4' __ f I 1 _ 1 �. " "'m (IF REQUIRED),FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY 1/a" l4 I I I 314' 3/4"' J O' ..� - _ - - -' ' A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND 1 > - - - - - - - - -' $- SPECIFICATIONS.MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE 3/4 -�-�- o-o (3/4 ��- ----.------ - -` �=.y= -- W EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. 1306.80. =3/a` 1 3/4' 0 51,14- 231 /a / - - 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX(SB)SBBC-43 AL ALUMINUM 1 131 " 3 8 _ 1307.85 7 J ENCLOSURE,AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER 1 , I 1 + Q �1 /11/a 4/ t 6 POSSIBLE. 8 ` 'U 4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN I �"- CLARIFICATION ONLY AND SHALL BE INSTALLED MI PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY 4 I " 23 •1 /4" Q CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES. 40 A-1 1 I IRRIGATION LEGEND 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY 13/441 ' 1 { TO THE CITY. 1 I 1600 SO. FT. 10 1• SYM IdANUFACTURER MODFLNUMBER �CRiPT1�2N 6AQIUS G.P>sd P.S.I 8. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND 'I 3/4" Ia' kL RAINBIRD 1812-SAWPRS-50 POP-UP-SPRAY HEAD 5' .10 30 STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. 3/a" 1 •t2' 1 t j o RAINBIRD 1812-SAM PRS 5H POP-UP-SPRAY HEAD 5' 20 30 7, CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH 0 1 47 MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 30 INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. t'' I RAINBIRD 1812-SAM PRS-SQ POP-UP-SPRAY HEAD 8 .30 30 I { ' !a' 1 1 ` 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY 1 1 PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR I I , I I 1 11 3/4" W • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8 .50 30 �-- ' �/4• SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER 4 A^4 ( I 1 1 /4' 1 3/4' 0RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. 17W SO. FT. < I 1 I W I I 1 RAINBIRD 1812-SAM PRS-EVAN POP-UP-SPRAY HEAD 8' 70 30 W I1 I z 9. INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE I 1 1 3/4 j CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL W I I W RAINBIRD 1812-SAM-PRS-10Q POP-UP-SPRAY HEAD 10' .40 30 STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. I , 1 >12• I 1 I; I4 UPON RAINBIRD 1812•SAM PRS 10H POP-UP-SPRAY HEAD 10' 80 30 10. IRRIGATION SYSTEM IS BASED 'ON A MAXIMUM OF 3 INCHES of WATER PER WEEK(TURF)AND 2 INCHES OF Z ( i W 1 I WATER PER WEEK(GROUND COVERISHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE W { I 1 > 1 I I I ( RAINBIRD 1812-SAM-PRS-IOF POP-UP-SPRAY HEAD 10' 1.60 30 HOURS OF 9:00 P.M.TO 5:00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. I 3/4" 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. > 3/4 1 Q I I 3/4 ) W THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL ' z ; OII RAINBIRD 1812-SAWPRS-120 POP-UP-SPRAY HEAD 12' .70 30 BE BROUGHT TO THE ATTENTION OF THE CITY. 1311, Z 1. 56 " 56 W 1 3/ I' Iq RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ETI4PER LEGEND)-0A w/TP-1,TR110(DIGITAL RADIO)W1ANT-1 ANTENNA f >, + I3/4' ;4" J I PORT INSTALLED WITHIN A STRONGBOX(SB)24SS/120 VOLT CONTROLLEWELECTRICAL ENCLOSURE, MOUNT THE W W _ 1 J I I � O RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 ANTENNA PORT(EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH 4 , J COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF 24tkl�0b RAINBIRD 1812-SAM-PRS-12VAN POP-UP-SPRAY HEAD 12' .70 30 THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. I J 46 - 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE _ I I I 2032 SO. 2 ! 4• 9 ♦ RAINBIRD 1812-SAM-PRS-150 POP UP SPRAY HEAD 15' 90 30 FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE I PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER. � , 1 � RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 G 14, ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED 1 /44 I 1 1 RAINBIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 15' .90 30 UNLESS OTHERWISE DESIGNATED ON THE PLANS. - 1 3/4" X11/2"1 / 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER 1 I 1� I 1' o RAINBIRD 1812-SAM-PRS-I5EST POP-UP-SPRAY HEAD 4'x15 .60 30 HEAD IS 1/4"ABOVE FINISHED GRADE. I I 57 I I B RAINBIRD 1812-SAM-PRS-I58ST POP-UP-SPRAY HEAD 4x30 1.20 30 39 I 1 4' 3/4` 1 10 NOTES: 1 I { l ( 1 3/a, 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE XERISCAPE ASSESSMENT SYSTEM SUMMARY TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL IF, SHEET L-11 . ` TRACT 15492 LANDSCAPE IMPROVEMENT* 3/4" /a' 1 � 1 flEFERENCECLAIMED ! I I I I I POINTS (Sheet#/Rata 1 o loi 1 I EQi11PINENI II. IRRIGATION(Point Value) 1 1. Low gallonage irrigation system.(20) 20 L-7/11.1 2" DOMESTIC WATER METERS PER CUCAMONGA COUNTY 1 1 158 3, • 1 „ I 13/4" /4, WATER DISTRICT 2. Automatic controller.(20) 20 L-7111.2 1 ' I 3/a� ` � 13�• a/4" - ►� WATTS 403-RT-RW 3. Designed to water plants by watering needs.(10) 10 L-7/11.3 l ° LINE-SIZE GATE VALVE 23 WILKENS 500 SERIES 2" PRESSURE REGULATOR 4. Sal moisture sensors. (10) - I FEBCO 825-Y 2"REDUCED PRESSURE BACKFLOW DEVICE INSTALL IN A 5. Rain sensors.(5) 5 L-7AIA -W { 1"� ,11/2" STRONG BOX ENCLOSURE MODEL#SBBS-45-AL 1 I I 1 6. Wind sensors.(5) - 1 1 L-- 3/ " CALSENSE FM-1.258 11/4"FLOW METER I 47 A I 3/4 1 7. Sensitive to slopefactors. (5) 5 L-7/11.5 0 314' 1873 SO. FT. 2" 1 P Q I ® SUPERIOR 3100 SERIES 11/2"NORMALLY OPEN MASTER VALVE /4' 1 40 I 1 I 1 WATTS 530 C 3/4"CALIBRATED PRESSURE RELIEF VALVE MODEL#372273 8. Reclaimed or recycled water.(5} - 11 ( I , 1• I 11 � XER. REF. II.2 CALSENSE ET-1-12-TIP-11,71110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER Total Points Claimed: 1 I I /4• h I INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB 24SS/120 VOLT jI I ( I �- ------„ t' -�.- XER. REF. IL2 CALSENSE ET-1-12-TP-1,TP110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER COMBINED WITH (Minimum Points Required: 60) CONTROLLER C IN A MYERS MODEL#MEUG 46X-I-M100-SCE(MOD)ENCLOSURE IP 311 1 _ MATCHLINE - SEE 'B B' XER. RF,F. II.2 CALSENSE ET-1-12-TP-1,TP110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER COMBINED WITH i I / I 3/4 CONTROLLER'S'IN A MYERS MODEL#MEUG 46X-I-M100-SCE(M00)ENCLOSURE 1 + TC 1287.39 FXER. REF, 11,21 0 CALSENSE ET-1-24-TP-1,TP110 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 48 A-7 1 I 1 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT 1 1/2 J I 1 RAINBIRD EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN 1668 SO. RAINBIRD 33DNP W/33DK NON-POTABLE QUICK COUPLER VALVE @ 150' O.C.,Wl2 KEYS TOTAL 275 5 1 1• ' W f < 1• ;a• I I - - - APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN, MIN.COVER 18"SHOW CL 315,2"AND LARGER W 14 45 It A-8 APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12" 2107 SO. FT. 2 I 1 -- === APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS OTHERWISE NOTED 3/4 ,LL TERRA_ - ,� _ SHEET KEY MAP W MATCHLINE _ AN 1z DESCRIPTION OF REVISION M T. VIEW D R. i - I y,, \ DATE APPROVED - - - 1 = SCALE: 1" = 30' _ _( l�� � � \ � � I I�I CITY of RANCHO CUCAMONGA TRACT 15492 jQ VALVE SIZING KEY .,� - ,� 3 LANDSCAPE IMPROVEMENTS CONTROLLER NOTE 'A': M# ' . \ MILLIKEN AVE. s/o TERRA VISTA PKWY., CONTRACTOR TO INSTALL A CALSENSE WALL MOUNTED CONTROLLER, POINT OF CONNECTION NOTE 'A : VALVE 1 low GPM TERRA VISTA PKWY. e%o MILLIKEN AVE., ' � MODEL NO. ET-1-12-DR, WITH ANTENNA PORT INSTALLED. CONTRACTOR SHALL VALVE SIZE 3/4" -SO. FT. _-- I , MOUNTAIN VIEW DR. e/o MILLIKEN AVE. PROVIDE ONE, (1) STAINLESS STEEL MOUNTING PEDESTAL (STRONGBOX MODEL . 1 IRRIGATION PLAN CONTRACTOR MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM TO ANEW SB-24-SS/120 VOLT) FOR EACH CONRTOLLER. REFER TO ELECTRICAL PLANS FOR 120 2"DOMESTIC WATER METER. REFER TO UTILITY PLANS FOR ADDITIONAL I �`F4 VOLT POWER SERVICE LOCATION FOR HOOK-UP OF AUTOMATIC CONTROLLERS. " INFORMATION. EXTEND NEW TYPE K COPPER PIPE(OR AS PER LOCAL CODE)AND COORDINATION OF FINAL HOOK-UP OF CONTROLLERS SHALL BE THEINSTALL A 2"PRESSURE REGULATOR,A 2"BACKFLOW PREVENTER,A 11/4"FLOW PLAN CROSS REFERENCES APPROVED BY: DATEUnderground Service Alert RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. FINAL LOCATION AND EXACT METER, ANDA 1112 MASTER VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. J I I_� / • CUCAMONGA PRIOR TO INSTALLATION. ALL CONTROLLERS SHALL BPOSITION OF THE CONTROLLERS SHALL BE APPROVED BY THE CITY E RANCHO _____ _ DRIVE -� PNO S C A pF CITY ENGINEER RCE N o. 24953 STATIC WATER PRESSURE: 140 P.S.I. FOR NOTES AND LEGENDS, SEE THIS SHEET �� �urnw4 q9�, ARCHITERRA DE GN GROUP •�� Cali: TOLL FREE COORDINAOPERATIOTE CONTROLLER PROGRAMMING WIAL PRIOR TO CITY'S ACCEPTANCE DTH A REPRESENTATIVE OF THE F PROJECT. CONTRACTOR LL MAXIMUM RR GATION DEMAND: 48 G P.M. FOR DETAILS, SEE SHEET L-11 I 9B� �' i, y DESIGN RE LADED a -' GPD LANDSCAPE ARCHITECTURE CITY AND A CALSENSE REPRESENTATIVE. CONTACT CALSENSE AT: FOR SPECIFICATIONS SEE SHEET L-17 ( ^' SITE PLANNING n PRESSURE REGULATOR NOTE: FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 'J w 10621 CHURCH STREET, A 91 los ]DRAWN RANCHO CUCAMONGA, CA 91730 SHEET 1 -800 CALSENSE, 2075 CORE DEL NOGAL, SUITE P, CARLSBAD, CALIFORNIA(619) 436-0525. ,,� � ' 1 '�"e� - L-7 IIN( CONTRACTOR Y.RT094PS1. VERIFY OPERATING FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-12 _, ��` - 1- 1 _J 1� ate- ^ ' MLD (909)484-2800 FAX: (909)484-2802 rY 422-4133 - N.I.S. ,� -��Da -+l `'4 oe,e �� CHECKED DR' ING NO. TWO WORKINGSAY BEFORE Y DI rF OF C a�� RWK DATE 12/3/01 RLA No. 2834 3 -L ARCHITERRA JOB No. 0071-5 SHEET OF J CONTROLLER NOTE 'B': POINT OF CONNECTION NOTE 'B': CONTROLLER NOTE 'C': CONTRACTOR TO INSTALL A CALSENSE WALL MOUNTED CONTROLLER, CONTRACTOR TO INSTALL A CALSENSE WALL MOUNTED CONTROLLER, }" MODEL NO. ET-1-12-DR, WITH ANTENNA PORT INSTALLED. CONTRACTOR SHALL CONTRACTOR MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM TO A NEW MODEL NO. ET-1-12-DR, WITH ANTENNA PORT INSTALLED. CONTRACTOR SHALL LU I PROVIDE ONE, (1)STAINLESS STEEL MOUNTING PEDESTAL(MYERS MODEL#MEUG 2"DOMESTIC WATER METER. REFER TO UTILITY PLANS FOR ADDITIONAL PROVIDE ONE, (1)STAINLESS STEEL MOUNTING PEDESTAL (MYERS MODEL# MEUG W � 46X-1-M10o-SCE(MOD)) TO HOUSE CONRTOLLERS B AND C TOGETHER. REFER TO INFORMATION. EXTEND NEW TYPE"K"COPPER PIPE(OR AS PER LOCAL CODE)AND 46X-1-M 1 00-SCE(MOD)) TO HOUSE CON RTOLLERS BAND C TOGETHER. REFER TO - ------ - - ELECTRICAL PLANS FOR 120 VOLT POWER SERVICE LOCATION FOR HOOK-UP OF INSTALL A 2"PRESSURE REGULATOR,A 2"BACKFLOW PREVENTER,A 11/4"FLOW ELECTRICAL PLANS FOR 120 VOLT POWER SERVICE LOCATION FOR HOOK-UP OF AUTOMATIC CONTROLLERS. COORDINATION OF FINAL HOOK-UP OF CONTROLLERS METER,AND A 1112 MASTER VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. AUTOMATIC CONTROLLERS. COORDINATION OF FINAL HOOK-UP OF CONTROLLERS Lu 1 12 B-10 SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. FINAL LOCATION STATIC WATER PRESSURE: 140 P.S.I. SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. FINAL LOCATION AND EXACT POSITION OF THE CONTROLLERS SHALL BE APPROVED BY THE CITY OF AND EXACT POSITION OF THE CONTROLLERS SHALL BE APPROVED BY THE CITY OF LU 1422 SO. FT. 1" RANCHO CUCAMONGA PRIOR TO INSTALLATION. ALL CONTROLLERS SHALL BE SYSTEM DESIGN PRESSURE: 70 P.S.I. RANCHO CUCAMONGA PRIOR TO INSTALLATION. ALL CONTROLLERS SHALL BE ( ) IF-- 12 B-2 27 B-9 OPERATIONAL PRIOR TO CITY'S ACCEPTANCE OF PROJECT. CONTRACTOR SHALL MAXIMUM IRRIGATION DEMAND: 43 G.P.M. OPERATIONAL PRIOR TO CITY'S ACCEPTANCE OF PROJECT. CONTRACTOR SHALL _ r 422SO. FT. 1" 750. Fr. 1114n COORDINATE CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE COORDINATE CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE _ r _ CITY AND A CALSENSE REPRESENTATIVE. CONTACT CALSENSE AT: PRESSURE REGULATOR NOTE: CITY AND A CALSENSE REPRESENTATIVE. CONTACT CALSENSE AT: r CONTRACTOR TO SET PRESSURE REGULATOR TO 90 PSI. VERIFY OPERATING PRESSURE AND FIELD ADJUST AS NECESSARY. CALSENSE, 2075 CORE DEL NOGAL, SUITE P, CARLSBAD, CALIFORNIA(619) 436-0525. CALSENSE, 2075 CORE DEL NOGAL, SUITE P, CARLSBAD, CALIFORNIA (619) 436-0525. --r 1 _ ^+r_3!4 3/4 -_ r r •� /4` s r r r 1 --314 Q t I 4 ��: 11/4 r /4' r r W _ 6" SLEEVE 4" SLEEVE 2" SLEEVE POINT OF CONNECTION NOTE 'C': c = - - IRRIGATION LEGEND C 3 =s,a 314. fin_ _ _r_� r r ` r / CONTRACTOR MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM TO ANEW R " I ' — r r ++` 2 DOMESTIC WATER METER. REFER TO UTILITY PLANS FOR ADDITIONAL 2 +'" V INFORMATION. EXTEND NEW TYPE W'COPPER PIPE(OR AS PER LOCAL CODE)AND INSTALL A 2" �0'0 r r- PRESSURE REGULATOR,A 2"BACKFLOW PREVENTER,A 11/4"FLOW SM MAN_UFAC 13M MODEL.NUMBER DESBRM-_TION RADIUS GY k P.S.L � - - +iE 6 SLEEVE METER,AND A 112 MASTER VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. � RAINBIRD 1 12- AM-PR - POP-UP-SPRAY A 8 S S 50 HED 51 .10 30 1 -- STATIC WATER PRESSURE: 140 P.S.I. 0 RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' .20 30 SYSTEM DESIGN PRESSURE: 78 P.S.I. w i % MAXIMUM IRRIGATION DEMAND: 46 G.P.M. '� RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' /4' z' _ 1 TC 1303.34 40 30 C(/ 3<4" 4" SLEEVE -� 1 �i PRESSURE REGULATOR NOTE: 6- RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' .30 30 ��. x I ' CONTRACTOR TO SET PRESSURE REGULATOR TO 98 PSI. VERIFY OPERATING 3/a � >� vQ�/ . PRESSURE AND FIELD ADJUST AS NECESSARY. • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' So 30 /4• 51 B•8 »r . �. RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8 1. 3.4 v.: X s OP 00 30 oft 14" .i 751 S0. FT. 2n •� \ 4. ` Nft RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' .70 30 139 \ 41i i - - - ' 3!d'' 1 ` ` 1 ' �' � \ W RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10' .40 30 I _� -1111 \ ` � 13 V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' .80 30 , �• >- - / Q' 1113/4 \ \� �� B-4 6 / � 4 � � � RAINBIRD 1812-SAM-PRS 10F POP-UP-SPRAY HEAD 10 1.60 30 `� \ n B-$ � 137 111/4 ` ,� '� RAINBIRD 1812-SAM PRS-IOVAN POP-UP-SPRAY HEAD 10' 80 30 / ,.,_ • 1 300 SO. FT. u \ r `' .. ` . 1 n 120 SO. FT / 1 t%d C r a ♦ ` 11/2'` \ i , r ` 0 + RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 12' .70 30 ♦ X3,4 . • � 136 -_ � /a" , , ♦ . ♦ \ B-7 43 � �' � ► RAINBIRD 1 /a• , � �' R Bl D POP-UP-SPRAY HEAD 12 1.30 30 Wft � A' _ 11/2 1252 SO. FT T 3/4 3/4" 1 - , _. . RAINBIRD 1812-SAM-PRS-12F P P- PRAY H A 1 � � ��` ♦ � _ 1 � � � 3/a' �� � 3/a • OOP U S HEAD 2 2.60 30 ♦ t "I �` )� 1114 ti \1 ♦ ♦ ( \ 12 �� `'1 11/ 3 4' - RAINBIRD 1812-SAKPRS-12VAN POP-UP-SPRAY HEAD 12' .70 30 s % 1 va` ♦♦ , ```„ ! • la• ` RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 15' 90 30 Q+/ \ ♦ L ` / \ � ,`13/4" �, ` L �/ \� ♦ V �+6� , Q RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 ♦ \ PRESSURE RELIEF VALVE NOTE: s 4 11 2" ♦ 121 „ia �� , C RAINBIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 15' .90 ♦ . \ 30 1 /a �^ : ♦ A CONTRACTOR TO SET PRESSURE RELIEF VALVE 11ia' ♦ TO 100 PSI. CONTRACTOR TO FIELD ADJUST AS • a • 0 RAINBIRD 1812-SAM-PRS-I5EST POP-UP-SPRAY HEAD 4'x15' .60 30 40 B-6 \ ♦ ♦ , v � 0� � NECESSARY. � �• CSS 1139 90. FT. 11/2 ♦ ♦ ft 0 g RAINBIRD 1812-SAM-PRS-I5SST POP-UP-SPRAY HEAD 4'x30 1.20 30 12 11/4 NOTES: ♦ � �. � Q 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 1000k COVERAGE \ TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL F, SHEET L-11 . 92 % 1193/4" \ . EQUIPMENT \ \ � I � R • \ ♦ M ❑ 2 DOMESTIC WATER METERS PER CUCAMONGA COUNTY TC 1291.72 � � � � i ` ♦` �/� WATER DISTRICT # 5; 3/4 ` � � H WATTS 403-RT-RW a W ' , LINE SIZE GATE VALVE r�I_1 118 3/r` ♦ ♦ ♦ WILKENS 500 SERIES 2" PRESSURE REGULATOR " j ` ♦♦ Q FE13CO 825-Y 2"REDUCED PRESSURE BACKFLOW DEVICE INSTALL IN A 3/a" 14Fm� AQ% ` ♦♦ ♦ B� STRONG BOX ENCLOSURE MODEL#SBBS 45 AL ` 3/4" , ` 1 - , ♦ " ® CALSENSE FM-1.258 11 14"FLOW METER 1 �, ♦ 1114 934 SO. FT pr V ® SUPERIOR 3100 SERIES 1112R NORMALLY OPEN MASTER VALVE D-1 28 # ♦ ♦l4" . n 1112' ♦` WATTS 530 C 314"CALIBRATED PRESSURE RELIEF VALVE MODEL#372273 f 1114 9fi5 S0. � • I /4' 1111 1 ♦ %♦ N CALSENSE ET-1-12-TP-1,TP110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ,�♦ �� 3/3/a° ♦ ♦ INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT ���.���•�� CALSENSE ET-1-12-TP-1,TP110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER COMBINED WITH 3/a• 1° ` ♦ ♦ CONTROLLER'C'IN A MYERS MODEL#MEUG 46X I M100 SCE(MOD)ENCLOSURE 1 1 1 3/a• ', P. P.O.C. ♦` ♦♦` �C CALSENSE ET-1-12-TP-1,TP110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER COMBINED WITH 91 I / /a. ♦ \ CONTROLLER B IN A MYERS MODEL#MEUG 46X-1-M100-SCE(MOD)ENCLOSURE �a• ♦♦ D CALSENSE ET-1-24-TP-1,TP110 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 3/4 117 ♦ INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT � " ♦ � ♦♦ i /,> / \♦ a. ♦♦ RAINBIRD EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN / s I % / R? Q RAINBIRD 33DNP W/33DK NON-POTABLE QUICK COUPLER VALVE @ 150' O.C.,W/2 KEYS TOTAL /! , A_ CONTROLLER NOTE 'D': 3/41 \♦♦ ♦♦ / �� - - - APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18"SHOW CL315,2"AND LARGER 3/a !a/ j_ ,9 CONTRACTOR TO INSTALL A CALSENSE WALL MOUNTED CONTROLLER, ♦ ,/4c/ 90 ala, / ,a• V /72*N �; MODEL NO. ET-1-24-DR,WITH ANTENNA PORT INSTALLED. CONTRACTOR SHALL �� ♦ `V APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN.MIN.COVER 12" 23 , PROVIDE ONE, (1)STAINLESS STEEL MOUNTING PEDESTAL (STRONGBOX MODEL#. \ - a / SB-24-SS/120 VOLT) FOR EACH CONRTOLLER. REFER TO ELECTRICAL PLANS FOR 120 '�" ==== APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS 666 SO. FT. 1114" • `/ VOLT POWER SERVICE LOCATION FOR HOOK-UP OF AUTOMATIC CONTROLLERS. �( OTHERWISE NOTED 21 D 20 r O / 8 3 4' • COORDINATION OF FINAL HOOK-UP OF CONTROLLERS SHALL BE THE 617 SO. FT. 1114" 3/4 r , . RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. FINAL LOCATION AND EXACT 93 1: (S POSITION OF THE CONTROLLERS SHALL BE APPROVED BY THE CITY OF RANCHO / 3/4'• J` GL 34- CUCAMONGA PRIOR TO INSTALLATION. ALL CONTROLLERS SHALL BE O � �� 11b OPERATIONAL PRIOR TO CITY'S ACCEPTANCE OF PROJECT. CONTRACTOR SHALL / / 4' J� /4• _ _ / C� COORDINATE CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE 1/4' • CITY AND A CALSENSE REPRESENTATIVE. CONTACT CALSENSE AT: / 3/4' �P /� 3/ i ; CALSENSE,2075 CORE DEL NOGAL, SUITE P, CARLSBAD, CALIFORNIA(619)436-0525. ' 89 3/ 1"/41 /O V �s SCALE: 1" = 30' POINT OF CONNECTION NOTED': - SHEET KEY MAP 4" SLEEVE �� CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OFA . , ♦ NEW 2"DOMESTIC WATER METER. REFER TO UTILITY PLANS FOR ADDITIONALs ..� • / /4' O INFORMATION. EXTEND NEW TYPE 'I COPPER PIPE(OR AS PER LOCAL CODE)ANDDESCRIPTION OF REVISION INSTALL A 2"PRESSURE REGULATOR,A 2"BACKFLOW PREVENTER,A 11/4"FLOW i DATE APPROVED 4'J W SLEEVE METER,AND A 112"MASTER VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. __I I �. 3/4" w �-f-� CITY o f RANCHO CUCAMONGA- SYSTEM STATIC WATER PRESSURE: 140 P.S.I.DESIGN PRESSURE: 72 P.S.I. \ x TRACT 15492 * MAXIMUM IRRIGATION DEMAND: 48 G.P.M. v XER. REF. II.1 3/a• `� _YF • - LANDSCAPE IMPROVE ` \ 3/a� /� ` PRESSURE REGULATOR NOTE: , M E NTS V" -9 �a / ` W CONTRACTOR TO SET PRESSURE REGULATOR TO 92 PSI. VERIFY OPERATING MILLIKEN AVE. S/o TERRA VISTA PKY., 3!a• /4• // _ `� PRESSURE AND FIELD ADJUST AS NECESSARY. TERRA VISTA PKWY. e%o MILLIKEN AVE., 11/4" /4!/ " J • MOUNTAIN VIEW DR. e/o MILLIKEN AVE. C', qb /1 �/ s A IRRIGATION PLAN ' 3/411/4• +J4" 11/4" D-19 14 -- 4 • i-�--, Underground Service Alert -� Y 1114" 717 SO. FT. VALVE SIZING KEY PLAN CROSS REFERENCES j ; `� _ APPROVED BY: - DATE : ®�-- `� 3,4" / . CITY ENGINEER RCE No. 24953 ` N *u� F '9 L; 16 a ARCHITERRA DESIGN GROUP Call: TOLL FREE VALVE # 1 10--GPM FOR NOTES AND LEGENDS SEE SHEET L-7 I ��g �' .a DESIGN LANDSCAPE ARCHITECTURE �14717 SO.FT. FOR DETAILS SEE SHEET L-11 � GPD VALVE SIZE 314" �--SQ, FT, _ SITE PLANNING �` w -4 . 1 1 CHURCH STREET,.� Ofi2 S EE SUITE 106 FOR SPECIFICATIONS SEE SHEET L-18 _ - ((� 1 -800 ��` D-is it ' 4 - - - j DRAWN RANCHO CUCAMONGA, CA 91730 SHEET L-8-- 422-4133 8 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-3 _,��"`��� 1 �" .� MLD 909 484-2800 FAX: 909 484-2802 1114" 717 SO. FT. FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-14 - N.T.S. �* e i` '�8 * ( ) ( ) j 422 4133 < � oa,e CHECKED r Q DRA N NO. o _ F F TWO WORKING DAY BEF RE Y DI o F C p�� RWK DATE 12/3/01 RLA No. 2B34 ARCHITERRA JOB No. 0071-5 SHEET OF , 7 IRRIGATION LEGEND 86 W4 SYM MANUFACTURER MODELNUMBER DESCR1PIlM RADIUS a-P.M. P._5.1. \ / �,� • bL RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 30 • 3/4• ��"� l a� - V� 0 RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' .20 30 85 ' 3/4' (P3/a VK RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 30 3/4• / i ` ,�, RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' .30 30 '�. / " i ` • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .50 30 41 a / 1^ i� )K RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 1 V ' ;(Q V RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' .70 30 I �1✓/�.�� ,,/a !a" �y RAINBIRD 1812-SAM PRS 10(1 POP-UP-SPRAY HEAD 10' .40 30 Q 1 11/2 /4•w MATCHLINE - SEE SHEET L-10 78 79 81 11 1'� D-4 -1 V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' .80 30 80 82 '� ' m m�3/ '1 /4' X3/4 / 4/4"�.r� • /a' ' 83 `'� /a° 1 1" 594 S0. FT. RAINBIRD 1812-SAM PRS 10F POP-UP-SPRAY HEAD 10' 1.60 30 3/4" 3/4' 3/4" 1° 77-777 68 3/4' • \ ..� _ - -- --- -- - l4' l4'- l4 F i 3/a° 11/2' _ 3/.4~ - - - - - 3/ ° -'- - - - - - = - -ID- ..Sow ,° 3'a° _. . � _ _._ _ - - RAINBIRD 1812-SAM PRS 10VAN POP-UP-SPRAY HEAD 10 .80 30 - - _ _ 112 - -• - - - - �• - - - - - - - � -" .. - - - - - -' � " -• 112" - RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 70 30 '11/4 ' r. _ �_ ._ }' ?=a... _ - - _ 2" 9 r0 S0. FT. 1" 373 SQ. FT. �_ 14'- - - - --33i4 - � ��/ _314" _ RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 S - �, D-16 23 � � O RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 M O U NTA I V IE DRIVE - - 2" 9r0 S0. Fr. 16�� RAINBIRD 1812-SAM PRS 12VAN POP-UP-SPRAY HEAD 12' 30 RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 15' .90 30 � 16 D-15 D-6 47 •D-7 480 S0. FT. 11/4" 2" 1940 SO. FT. RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 2" 1568 90. FT. 67 �4• RAINBIRD 1812-SAM-PRS-15VAN POP-UP-SPRAY HEAD 15' .90 30 0 RAINBIRD 1812-SAM-PRS-15EST POP-UP-SPRAY HEAD 4k15' .60 30 doap • '1 `• , / a° , (n 13 RAINBIRD 1812-SAM-PRS-15SST POP-UP-SPRAY HEAD 4X30 1.20 30 66 \ - 3/4.3/a NOTES: 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 1009'o COVERAGE f /a° TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL'F', SHEET L-11 . 3,'4'.-1 2 653/4 /4•3/ // EQUIPMENT - /- D 23 0 2" DOMESTIC WATER METERS PER CUCAMONGA COUNTY dr 11/14 4" 627 S0. FT WATER DISTRICT / / H WATTS 403-RT-RW LINE-SIZE GATE VALVE %• i 3 WILKENS 500 SERIES 2" PRESSURE REGULATOR 64 3;4" FEBCO 825-Y 2"REDUCED PRESSURE BACKFLOW DEVICE INSTALL IN A O STRONG BOX ENCLOSURE MODEL#SBBS-45-AL 1 3/ • 1 ._ � w ® CALSENSE FM-1.2513 1114"FLOW METER ``� p` -� `-•- - i4IS SUPERIOR 3100 SERIES 11/2"NORMALLY OPEN MASTER VALVE 3/4 VN 3'4 D4 23 -E� WATTS 530 C 3/4"CALIBRATED PRESSURE RELIEF VALVE MODEL#372273 11/4" 670 S0. FT. CALSENSE ET-1-12-TP-1,TP110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER �J TC 1277.68 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT CALSENSE ET-1-12-TP-1,TP110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER COMBINED WITH • CONTROLLER'C'IN A MYERS MODEL#MEUG 46X-I-M100-SCE(MOD)ENCLOSURE 4" SLEEVE J �C CALSENSE ET-1-12-TP-1,TP110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER COMBINED WITH /4' CONTROLLER'B'IN A MYERS MODEL#MEUG 46X-I-M100-SCE(MOD)ENCLOSURE 3/ • D O CALSENSE ET-1-24-TP-1,TP110 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT 63 6 `� RAINBIRD EF13CP-PRS-B ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN • V Q RAINBIRD 33DNP W133DK NON-POTABLE QUICK COUPLER VALVE C 150' O.C.,W/2 KEYS TOTAL XER. REF. II.1 /a --t5wx3/4" / _ A� - - - APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18"SHOW CL 315,2"AND LARGER APPROVED SCH.40 PVC LATERAL UNE,SIZE AS SHOWN,MIN.COVER 12" F)2 -'�/ =======:= APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS O •� 3/4"� '1;: / OTHERWISE NOTED -)1K r 4" /4„ / TC 1280.30 3/4" 11/4' TC 1280.50 61• - • I--- ° ' rD-13 19 • �• -x i 3/ .. .,. 11/4" 689 SO. FT. x - 3/ 3/4' 3/43/4" D-9 19 ' 60 ., 3r4' _ /q" 11/4" 689 SQ. FT. 73/4y` 3,4 a ` 59 _ - 3/4' W 58a�, l� 314" 47 D-1r D-12 1Q W -� 3;4 ' �✓ -�° 350 90. FT. 2" 1" 689 S0. FT. 1` • 112" _ r�1 1" -^ 2 U) 3/a' �3/4' 3/4"- - 3/� SCALE: 1" = 30' 3/4 __ � - / 11 a10 W ---- 12 -- - -3/4 'a" TC 1275.17 iso so. FT. in - � A SHEET KEY MAP 3i4 W 5 A-5 48 A-6 PRESSURE RELIEF VALVE NOTE: PRESSURE RELIEF VALVE NOTE: I I DESCRIPTION O F REVISION DATE APPROVED will U_ -160 S0.FT.- 3/4" 1767 SO.--FT 2" - -I J CONTRACTOR TO SET PRESSURE RELIEF VALVE CONTRACTOR TO SET PRESSURE RELIEF VALVE � CITY of RANCHO CUCAMONGA TO 104 PSI. CONTRACTOR TO FIELD ADJUST AS TO 101 PSI. CONTRACTOR TO FIELD ADJUST AS \ TRACT 15492 _ NECESSARY. NECESSARY. Q LANDSCAPE IMPROVEMENTS 4 MILLIKEN AVE. s/0 TERRA VISTA PKWY., TERRA VISTA PKWY. e/oMiLLI KEN AVE., MOUNTAIN VIEW DR. e/o MILLIKEN AVE. IRRIGATION PLAN Underground Service Alert VALVE SIZING KEY PLAN CROSS REFERENCES AP APPROVED BY. DATE : < - *N F CITY ENGINEER RCE No. 24953 Cali: TOLL FREE VALVE # 1 10-GPM FOR NOTES AND LEGENDS SEE SHEET L-7 �umw� �90 ARCHITERRA DES GROUP DESIGN 11/EIVDED FOR DETAILS, SEE SHEET L-11 Q =`� % � �,\ GPD LANDSSITE PLANNING CAPE TORE VALVE SIZE 3/4 r--SO. FT. _ w n FOR SPECIFICATIONS, SEE SHEET L-18 J 10621 CHURCH STREET, SUITE 106 1 -800 - DRAWN RANCHO CUCAMONGA,CA 91730 SHEET „�� FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-4 N' '' >k _ w *r' MLD (909)484-2800 FAX: (909)484-2802 L-9 422-4133 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-15 N.T.S. ,�, o e -off CHECKED DRAWING N0. TWO WORKING DAYS BEFORE YOU DIG F OF CA RWK DAT 12/3/01 RLA No. 2834 ARCHITERRA JOB No. 0071-5 SHEET OF IRRIGATION LEGEND SYM. MANUFACTURER MODELNUMBER DESCRIPTION HADIU.S G.P.M. P S l° Mq Tc b- RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 30 lbw: A,� o RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' .20 30 4" SLEEVE VK RAINBIRD 1812-SAWPRS-EVAN POP-UP-SPRAY HEAD 6' .40 30 3/ ' pq�w "'1 ' RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' .30 30 136 3/4 \NF • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .50 30 / • 4' / a 6" SLEEVE '7� w w \ 3 N P / � )1( RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 a •�s � E / � 7331 -, 3/ ia� V RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' .70 30 / 3/4 4 W RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10' .40 30 123 % V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' .80 30 RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10' 1.60 30 * RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 10' .80 30 29 C-14 // � C-11 37 \ / / RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 12' .70 30 940 90. FT. 11/4" i il/2" 1271 SQ.FT. / Iq RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 L 11/2, 3/4' l� C2 29 C_g 72 / ! - ••\ O RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 JQ 3/4 /3• 11/4" 1174 SQ. FT. 1427 SO. FT. 2" 3/ / RAINBIRD 1812-SAM-PRS-12VAN POP-UP-SPRAY HEAD 12' .70 30 / V� /4' / ^ .15 + RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 15' .90 30 ^fid 1114• 11/4" / �zl 0 1• 3/4• RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 l l/4 314" /`O /'1 " /4• 22 C-4 j11ia / RAINBIRD 1812-SAM-PRS-15VAN POP-UP-SPRAY HEAD 15' .90 30 � 1 / 621 SO. FT. 11/4n 1 o RAINBIRD 1812-SAM-PRS-I5EST POP-UP-SPRAY HEAD 4'x15 .so 30 !44 1/a 8 RAINBIRD 1812-SAM-PRS-15SST POP-UP-SPRAY HEAD 4•x301.20 30 3/4 1 r 14' \ \ 71 /�.� 1 -� - •� NOTES: _.3/4�. _ ��`` may, \ 3/4 WHEREVER R IRED ADJUST THE RADIUS� � 4 1. CONTRACTOR TO INSTALL PCS SCREENSREQUIRED TO DJUS US TO PROVIDE 100%COVERAGE /� V / 314°, TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL'F', SHEET L-11 . 124 Q ; / 6 3/4' / ! O 314 I EQUIPMENT I 314" f I 1' I 1 V 1 I ^ la° Q 2" DOMESTIC WATER METERS PER CUCAMONGA COUNTY --"-'3/4' 3/4 WATER DISTRICT V 1� /3/4 /4. H WATTS 403-RT-RW LINE-SIZE GATE VALVE 70 � d 125 � � �' I � WILKENS 500 SERIES 2" PRESSURE REGULATOR /3/4' t3/4" 0 FEBCO 825-Y 2"REDUCED PRESSURE BACKFLOW DEVICE INSTALL IN A STRONG BOX ENCLOSURE MODEL#SBBS-45-AL / ® CALSENSE FM-1.258 11/4"FLOW METER 77 1 / / 1 I (S SUPERIOR 3100 SERIES 1112"NORMALLY OPEN MASTER VALVE 46 C-10 / 1 WATTS 530 C 314"CALIBRATED PRESSURE RELIEF VALVE MODEL#372273 0 _ 1 I 2095 SQ. FT ?n I 1I A CALSENSE ET-1-12-TP-1,TP110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER I 13 / 1 C-g 35 `< INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT ' I 69 3/4" 1 11/2" 1232 S0. FT CALSENSE ET-1-12-TP-1,TP110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER COMBINED WITH r126 CONTROLLER'C'IN A MYERS MODEL#MEUG 46X-I-M100-SCE(MOD)ENCLOSURE /11/2" 3/a° 1 CALSENSE ET-1-12-TP-1,TP110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER COMBINED WITH 996 SQ. FT. \41V112- _ / c� 1 ` , \ ( I C-5 26 /a• � CONTROLLER'S'IN A MYERS MODEL#MEUG 46X-I-M100-SCE MOD ENCLOSURE 128/ � ' / j , 3/4" 11/4" 951 SQ.FT. t ) /3/4 3/4. , /a"/4" !- O2 �D CALSENSE ET-1-24-TP-1,TP110 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER _ /a' INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT 1/4' 1' 11/4 O _ / RAINBIRD EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE SIZE AS SHOWN 011 L 3/4 / 1 _ , � a`' 1a Z l4' �• 1„ •� la`r , Q RAINBIRD 33DNP W/33DK NON-POTABLE QUICK COUPLER VALVE @ 150 O.C.,W!2 KEYS TOTAL 3/4' 3/4' , — — — APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18"SHOW CL 315,2"AND LARGER / TA 3!4" 3/4'3 /4 3/4' ' 1 — APPROVED SCH.40 PVC LATERAL LINE SIZE AS SHOWN MIN.COVER 12" � r _ _ t 127 _ _ 3/4° • O - - -1 -- - -. - - 3 4"� 3/4' =---===== APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS 3/4' 1 ° , '� 3/a• OTHERWISE NOTED 1 3/4 %3/4' C-6 35 '^ 11/2" 1371 SQ. FT: / L 1 ' 2 1.. 1 !a 3/4' , C-7 1" 39 fir, n 1357 SQ. FT. 11/2 � � ` � 3/4" % /4", ' 4 SLEEVE !4° /a' PRESSURE ti RE RE RELIEF VALVE NOTE: � i , � \%J_ CONTRACTOR TO SET PRESSURE RELIEF VALVE ` TO 108 PSI. CONTRACTOR TO FIELD ADJUST AS Z p 1 NECESSARY. . M. 4� l q 6" SLEEVE , 1 � r i%1 c w w 68Sic SCALE: 1 — 30 11, w .3147/4' 8 q ' MATCHLINE - SEE SHEET L-9 SHEET KEY MAP N � DESCRIPTION OF REVISION I DATE 1APPROVED �-�-� - CITY of RANCHO CUCAMONGA- TRACT 15492 SLEEVING NOTE: , t LANDSCAPE IMPROVEMENTS MILLIKEN AVE. S/o TERRA VISTA PKWY. CONTRACTOR TO SLEEVE ALL IRRIGATION PIPPING TERRA VISTA PKWY. e% MILLIKEN AVE., AND WIRING THAT CROSSES UNDER HARDS APE. _ MOUNTAIN VIEW DR. e/o MILLIKEN AVE. TRAIL IRRIGATION P A O PLAN VALVE SIZING KEY PLAN CROSS REFERENCES ::: . == — Under round Service Alert �� �< �� " APPROVED BY: DAT E : < < 9 � � J VALVE # 1 10•--GPM FOR NOTES AND LEGENDS, SEE SHEET L-7 � � - DRIVE- C A pF ' CITY ENGINEER R C E N o. 24953 Call: TOLL FREE VALVE SIZE 3/4" •-- FOR DETAILS, SEE SHEET L-11 I �' 9�` ��`' �� a4'- mw�as 9°s DESIGN ARCHITERRA DE GN GROUPRq+V�N SQ' FOR SPECIFICATIONS, SEE SHEET L-18 / GPD LANDSCAPE ARCHITECTURE FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-5 w �� SITE PLANNING J 10621 CHURCH STREET SUITE 106 — - DRAWN H 1 800 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L 16 �,N � - �� � ' 'W I - * 31 a1e-- * MLD (909)4840 800 FAX: 909)484 2802 S EE L-1 O 422-4133 — N.T.S. ``sqr Dalle -°� Q�•�� CHECKED D A IN No. F 0 F C p1.�F� RWK pA� 12/3/01 RLA No. 2834 3 TWO WORKING DAY BEFORE Y DI ARCHITERRA JOB No. 0071-5 SHEET OF 45' TO G PRESSURE RELIEF VALVE NOTE: REFERENU POINT: TRNFF IC LIGHT PCH E CENTER OF WN`<K CONTRACTOR TO SET PRESSURE RELIEF VALVE TO 100 PSI. CONTRACTOR TO FIELD ADJUST AS NECESSARY. MATCHLINE - G °� 4' E-fly 6' OW MATCHLINE - B' TERRA VISTA PA A i 3/4' f �' ^^ 1 N p [ [ 3' EOw J ' LOW 3,4' I ' I37� �o' 23' B-' iw !7 IRRIGATION NOTES: 1 _ A-3 I I 1 758 SO. FT. !" I I b j f ! _ _ _ _ 11/4" 1475 SO. FT 12 41 I U) 1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED AT ALL POINTS OF CONNECTION. LIJ THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES, _ 11/2 __ _ _ *' I __ _ _ _ _ _ (/) 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR /d' 1 1 1 3/a" 3r4 R J �' '� 1 (IF REQUIRED),FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER, FOLLOWED BY 13/d i C 31's 1 / ° - - - - _ r 1 - -- _ - -- _ A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND 1 T' J� I 3 O s 3 4 "• �_�'!'- �- "'""��'� L��^-^-^-o_-o-� _ _ _ _ r4 (� SPECIFICATIONS.MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE 1 j 3/4 1 /4" ' 1306 80 � �4 r `;a y - =r='Y Y: EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. 1 I 1 , , y'314.� a^ / - - -� 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX 3' " 9 9 ' 28 I`0 W t Z 1307.85 7 J (s6)SBTH SH AL S WH ALUMINUM 1 { l4" I � � 11/4 l �6 � ENCLOSURE,ERE,AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER I0 FOW = Q 2 S� -� � 8 � U 4. THIS DES!GN 1 N IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN ' I I r 11/ 4' - 2 5' ~ 67.' TO CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE, AVOID ANY Y I (� COW1CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND 1 _A cc 1 'I A 1 ''� 1 , � IRRIGATION LEGEND C EQUIPMENT,AND ARCHITECTURAL FEATURES. 13/4, 1 I -1 { �?� t � EO IN 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO „ )I COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. 1G00 SO. FT, 11/Z" 1° SYR MANUFACTURER MODEL NUMBER DESCRIPON RADIUS GYk P.S L 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND IY EOW 1 3 a" is", b- RAINBIRD 1812-SAM-PRS-5Q POP-UP-SPRAY HEAD 5' .10 30 STRUCTURES,AND SHALL TAKE SOLE RESP I! ONSIBIt ITY OR THE REPAIR/REPLACEMENT,AT NO COST TO THE 1 I i 12 O w ` r CITY,FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. 3/a° t 1 . 471 A-4 1 ' ' I 0 RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' 20 30 7. CONTRACTOR SHALL RAY FOLDS WAND ADJUST ALL TREATS PRINK ERC.ET DS ANDSHAVALVES OR OPTIMUM COVERAGE WITH I • 1 j I O I , 2008 SO. FT. 2" I 1 I ` 1 "� RAINBIRD 1812-SAM PRS-EVAN POP-UP-SPRAY HEAD 6' .40 30 INSTALLATION OF A PRESSURE COMPENSATING NOZZLE TSCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL I- RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' 30 30 CONSTRUCTION. I • 1 1 I /4' i ' 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES, ETC.)INTERFERE WITH THE SPRAY 4 A-7 I I W ' �/4„ RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8 .50 30 PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR ra° 1 I / SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER 17M SO, FT- 11/7" j 1 Y i I D 1 3/4" 1 X RAINBIRD 1812-SAWPRS-8F POP-UP-SPRAY HEAD 8 1,00 30 HEADONEACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL DE AT NO ADDITIONAL COST TO THE CITY. W I D 1 Z I 3/ „ RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' .70 30 9. INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST I > � i REMOTE 7 1 z 1 I W 1 a' W RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10' .40 30 CONTROL VALVE URE ON EACH BRANCH, PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL L { i 1n Q i r O I 1 1 STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. U L LLJ I '' W 1 I V RAINBIRD 1812-SAM-PRS-IOH POP-UP-SPRAY HEAD 10' 80 30 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF ! 1 WATER PER WEEK(GROUND COVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE > I �- 1 3/4" / I 1 I I I RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10' 1.60 30 HOURS OF 9:00 P.M.TO 5:00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL.OPERATE AT A TIME, 314 1 ' Q 3/a 1 5,4 Q I 143 RAINBIRD 1812-SAWPRS-IOVAN POP-UP-SPRAY HEAD 10' .80 30 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. �+ u„1 THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL 7 t" 5V W � 1 I CII RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 12' 70 3o BE BROUGHT TO THE ATTENTION OF THE CITY, L.� 13/4` �i/4' I 1 U, ; 4 I I ! I - 81 FO�V RAINBIRD 1812-SAM PRS 12H POP UP SPRAY HEAD 12' 1.30 30 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET1{PER LEGEND)-DR w►+TP 1,TP 110(DIGITAL RADIO)W/ANT 1 ANTENNA L PORT INSTALLED WITHIN A STRONGBOX(SB)24SS/120 VOLT CONTROLLERIELECTRICAL ENCLOSURE MOUNT THE ' ) ( _ 10" EOW 1 I J I i O RAINE3IRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 3o ANTENNA PORT(EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH n i COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE ACTUAL LOCATION OF J 24 ,f6 �.p- 2032 ; I I . 331 RAINBIRD 1812-SAM-PRS-12VAN POP-UP-SPRAY HEAD 12' .70 30 THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. J 4" 9 ♦ RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD /5 .90 30 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE __ 2032 SO. 2" FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER. l { I --` IF' E Ow RAINBIRD 1812-SAM-PRS•15VAN POP-UP-SPRAY HEAD 15' .90 30 14 UNLESS OTHERWIALL SPRINKLER SEDDESIGNAT D ON PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED T 1 I C� 3/ " / r �A� 11/2"1 J t 9 L 0 rY 1" 0 RAINBIRD 1812 SAM PRS I SEST POP-UP-SPRAY 14EAD 4'x15' .60 30 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER �y / HEAD IS 1/4"ABOVE FINISHED GRADE, ( 39 1 - E3 RAINBIRD 1812-SAM-PRS-I5SST POP-UP-SPRAY HEAD 4'x30 i { ! 1 14 10 1.20 30 " 1 , ` 1 I 01 NOTES: 11 114 0' 1 { 3/4" 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100' COVERAGE XE_RISCAPE ASSESSMENT SYSTEM SUMMARY 3/4' I { J TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL , SHEET L-1 1 . * TRACT 15492 LANDSCAPE IMPROVEMENT` 1 1 3/4 14' 1 1 1 'ioi 1 I / S REFERENCE CLAIMED POINTS (Sheet#/Ret.#) EQUIPMENT 11. IRRIGATION(Point Value) 1 / I 1 \ 2^ 1. Low gallonage irrigation system. (20) 20 L 7/i1.1 j$ DOMESTIC WATER METERS PER CUCAMONGA COUNTY 1 i 3/ I 1 ` 13/4' /4" WATER DISTRICT 3/4 { 2. Automatic controller. (20) 20 L-711.2 ' 1 LINE 1 - 3/ " °�``"� ►/ WATTS 403 RT RW SIZE GATE VALVE 3. Designed to water plants try watering needs. (10) 10 L-7111.3 ' o `,'; 23 WILKENS 500 SERIES 2" PRESSURE REGULATOR 1 1 - I 4. S xl moisture sensors. (10) I 1 112" 1 Q FEBCO 825-Y 2"REDUCED PRESSURE 1 I t� { STRONG BOX ENCLOSUREAMODEOW DEVICE L#BBS 45-ASTALL INA 5. Ram sensors. (5) 5 L-7111.4 1 I ' { ' '� ,�---_.._ 6/ pow 3, ' i 47 A-5 a` I 1 ( ® CALSENSE FM-1.258 1114"FLOW METER 6. Wind sensors. (5 ' E EO VV ) �, I 1 ala i SUPERIOR 3100 SERIES 5 L-7,11.5 ' r4" g� EdW l87�SO. FT. 2 I 1 - � 4� I ( 1 I ��� ;' ' � 11/2"NORMALLY OPEN MASTER VALVE 7. Sensitive to slope factors. (5) I I 1 I I WATTS 530 C 3/4"CALIBRATED PRESSURE RELIEF VALVE MODEL;1372273 8. Reclaimed or recycled water. (5) ^ I t CALSENSE ET-1-12-TP-1,TP110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 1 - 1 68' 1 R XER. REF. IL2 I 1 !a" tt,, 1 I I I r I - 11 i INSTALL WITHIN A STRONG BOX METER PEDESTAL W' jEL#.SB-2488/120 VOLT That Points Claimed: 80 I 52/ I I ww wwwwwww .■.. XER. REF. IL2 CALSENSE ET-1-12-TIP-1,7110 12-STATION INTERIOR WALL MOUNTED ELECTRIC('JNTROLLERCOMBINED WITH (Minimum Points Required: 60) 31 , ' , CONTROLLER'['IN A MYERS MODEL#MEUG 46X-' Al0-SCE MOD ENCLOSURE I � 1 OSU E I IB p 1 i MATCHLINE N E - SEE 0717 XEK. REF. IL2 0 CALSENSE ET-1.12-TP-1,TP110 12-STATION INTERIOR WALL MOUNTED ELECT JC CONTROLLER COMBINED WITH 4 - f 3'4 _ 5 EOW I CONTROLLER'B`IN A MYERS MODEL#MEI I'.46X-I-M100-SCE(MOD)ENCLOSURE 1 TC 1287.39 I 1 XER. RF,F. IL2 D CALSENSE ET-1-24-TP-1,TP110 24-STATION INTERIOR WALL MOUNTED 48rA-8I �� U ED ELECTRIC CONTROLLER + 0) 1 -� INSTALL W1 166'8 S0. FT. 2=� 1 1/2 ' 1 � ' THIN A STRONG BOX METER PEDESTAL MODEL#.SE324SS/120 VOLT J �._ . __ 1 4 RAINBIRD EFB CP PRS-B ELECTRIC RE '2' 1. 9 EO 1N I S C MOTE CONTROL VALVE,SIZE AS SHOWN i 1 ; TC 7 1 1 - ~ Z 3 I 1 Q RAINBIRD 33DNP W/33DK NON-POTABLE QUICK COUPLER VALVE @ 150' O.C. ,W/2 KEYS TOTAL 1 <` 1" la /a _ RE FE RENO POINT: METER ( I + S I - - - APPROVED SCH.40 PVC MAINLINE, SIZE AS SHOWN,MIN,COVER 18"SHOW CL 315,2"AND LARGER BOX AND CENTER 45 A� I 1 APPROVED SCH.40 PVC LATERAL LINE, SIZE AS SHOWN, MIN.COVER 12" �. _ 0 F WALK 2107 90. I.7. 2" I ' W =----==== APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS - 11/2 I ,R 0000' �^ CAY`` OTHERWISE NOTED 8' RRA- ______. __ SHEET KEY MAP I r ww w� wwww�r�nt �` wwwwww ' uu MATCHLINE - ,.1 AA' 3 T - -__ . VIEW DR._ � ? 90, p f i = SCALE: 1" . 30' \ ESCRIPTION OF REVISION DATE APPROVED C) -II�� '� CITY of RANCHO CUCAMONGA j < r_- �= �/ TRACT 1 VALVE SIZING KEY 5492 CONTROLLER NOTE 'A': LANDSCAPE IMPROVEMENTS VALVE # 1 100 PM �1 MILLIKEN AVE. S/0 TERRA VISTA PKWY., CONTRACTOR TO INSTALL A CALSENSE WALL MOUNTED CONTROLLER, POINT OF CONNECTION NOTE 'A': /Z\ TERRA VISTA PKWY. e% MILLIKEN AVE., MODEL NO. ET-1-12-DR, WITH ANTENNA PORT INSIALLIcD. CONTRACTOR SHALL VALVE SIZE 3/4" SQ. FT. = - �� / UNTVIS VIEW DR. e/0 MILLIKEN AVE. PROVIDE ONE, (1) STAINLESS STEEL MOUNTING PEDESTAL (STRONGBOX MODEL# CONTRACTOR MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM TO ANEW - �\ w; SB-24-SS/120 VOLT) FOR EACH CONRTOLLER. REFER TO ELECTRICAL PLANS FOR 120 2"DOMESTIC WATER METER. REFER C UTILITY PLANS FOR ADDITIONAL ��� F� _ __ IRRIGATION PLAN VOLT POWER SERVICE LOCATION FOR HOOK-UP OF AUTOMATIC CONTROLLERS. INFORMATION. EXTEND NEW TYPE "K"COPPER PIPE(OR AS PER LOCAL CODE)AND � ` � _ _ _ _ .___- <F COORDINATION OF FINAL HOOK-UP OF CONTROLLERS SHALL BE THE BACKFLOW FLOW PLAN CROSS REFERENCES � �--f-I `� 1 m t Underground Service Alert RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. FINAL LOCATION AND EXACT METER,AND AR11/2SMAS ER VALVES AND EXTEND MAINLINE TO VALVES AS SHOWN. - \ 'r POSITION OF THE CONTROLLERS SHALL BE APPROVE[) BY THE CITY OF RANCHO \ _� �'- 11/� APPROVED BY: � � U Al EOd-- CUCAMONGA PRIOR TO INSTALLATION. ALL CONTROLLERS SHALL BE STATIC WATER PRESSURE: 140 P.S.I. FOR NOTES AND LEGENDS, SEE THIS SHEET scP RCE No. 24953 ., OPERATIONAL PRIOR TO CITY'S ACCEPTANCE OF PROJECT. CONTRACTOR SHALL -�- - - � CITY ENGINEER Call: TOLL FREE COORDINATE CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE MAXIMUM ESI IRRIGATION DEMAND: 48 G P.M. FOR DETAILS, SEE SHEET L-11 I -- �y �� s1 �4umw4a 90,� a s DESIGN ARCHITERRA DE GN GROUP CITY AND A CALSENSE REPRESENTATIVE. CONTACT CALSENSE AT: FOR SPECIFICATIONS SEE= SHEET L-17 _ � ' � ` � -��� GPD LANDSCAPE ARCHITECTURE � DED 1 -800 Q PRESSURE REGULATOR NOTE: FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 SITE PLANNING CALSENSE, 2075 CORE DEL NOGAL, SUITE P, CARL SBAD, CALIFORNIA (619) 436-0525. CONTRACTOR TO SET PRESSURE REGULATOR TO 94 PSI. VERIFY OPERATING , �,� -' 10621 CHURCH STREET, SUITE to6 PRESSURE AND FIELD ADJUST AS NECESSARY. FOR CORRESPONDING PLANTING PLAN SEE SHEET -1 -� ��`" �A� RAWN RANCHO CUCAMON SE 1E. r L 2 (909) 484 2800 FAX 909[484 2802 E 4 - 422-4133 --_- - --- -Z a.e / MLD L-7 N.1 S s L 4._ TW W RKIN DAY EF R Y Dat, \ F C A��1oQ� CHE RWK DATE 12/3/01 RLA No DF _AV�/3-L 2834 _i` ARCHII-LRRA JOB No. 0071-5 SHEET OF E 0 W CONTROLI-ER NOTE B . J � POINT OF CONNECTION NOTE 'B': CONTROLLER NOTE 'C': CONTRACTOR TO INSTALL A CALSENSE WALL MOUNTED CONTROLLER, CONTRACTOR TO INSTALL A CALSENSE WALL MOUNTED CONTROLLER, 3 S�— 1'EOW MODEL NO. ET-1-12-DR, WITH ANTENNA PORT INSTALLED. CONTRACTOR SHALL CONTRACTOR MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM TO A NEW MODEL NO. ET-1-12-DR, WITH ANTENNA PORT INSTALLED. CONTRACTOR SHALL W A S — BUILT LEGN D 3' 2' PROVIDE ONE, (1) STAINLESS STEEL MOUNTING PEDESTAL (MYERS MODEL# MEUG 2"DOMESTIC WATER METER. REFER TO UTILITY PLANS FOR ADDITIONAL PROVIDE ONE, (1)STAINLESS STEEL MOUNTING PEDESTAL (MYERS MODEL*MEUG _ -----9 7' ` EU W S E�W 46X-I-M100-SCE(MOD)) TO HOUSE CONRTOLLERS BAND C TOGETHER. REFER TO INFORMATION, EXTEND NEW TYPE "K"COPPER PIPE(OR AS PER LOCAL CODE)AND 46X-1-M100-SCE(MOD))TO HOUSE CON RTOLLERS BAND C TOGETHER. REFER TO — ELECTRICAL PLANS FOR 120 VOLT POWER SERVICE LOCATION FOR HOOK-UP OF INSTALL A 2 PRESSURE REGULATOR,A 2 BACKFLOW PREVENTER,A 11/4 FLOW ELECTRICAL PLANS FOR 120 VOLT POWER SERVICE LOCATION FOR HOOK-UP OF F D r)E %)r WAV K — E C) W AUTOMATIC CONTROLLERS. COORDINATION OF FINAL HOOK-UP OF CONTROLLERS METER,AND A 1112m MASTER VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. AUTOMATIC CONTROLLERS. COORDINATION OF FINAL HOOK-UP OF CONTROLLERS (j,I 12 8-10 - - ��/_ SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. FINAL LOCATION SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. FINAL LOCATION FA�.0 E f,`..� .B - F 0 AND EXACT POSITION OF THE CONTROLLERS SHALL BE APPROVED BY THE CITY OF STATIC WATER PRESSURE- 140 P.S.I. LLJSYSTEM DESIGN PRESSURE: 70 P.S.I. AND EXACT POSITION OF THE CONTROLLERS SHALL BE APPROVED BY THE CITY OF /) X422 SO. 1" s RANCHO CUCAMONGA PRIOR TO INSTALLATION. ALL CONTROLLERS SHALL BE MAXIMUM IRRIGATION DEMAND: 43 G.P.M. RANCHO CUCAMONGA PRIOR TO INSTALLATION. ALL CONTROLLERS SHALL BE S P�I r E R r- X - Cn F .. 11. 8-2 ?7 B-9 OPERATIONAL PRIOR TO CITY'S ACCEPTANCE OF PROJECT. CONTRACTOR SHALL " 1 " — COORDINATE CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE OPERATIONAL PRIOR TO CITY`S ACCEPTANCE OF PROJECT. CONTRACTOR SHALL 422 SO. FT. 1 T FT" 11/4 COORDINATE CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE FACE OF WAU - F O W Ono + CITY AND A CALSENSE REPRESENTATIVE. CONTACT CALSENSE AT: PRESSURE REGULATOR NOTE: -' - •. _ CONTRACTOR TO SET PRESSURE REGULATOR TO 90 PSI. VERIFY OPERATING CITY AND A CALSENSE REPRESENTATIVE. CONTACT CALSENSE AT: �� `� �=: ;• - = - + CALSENSE, 2075 CORE DEL NOGAL, SUITE P, CARLSBAD, CALIFORNIA (619) 436-0525. PRESSURE AND FIELD ADJUST AS NECESSARY. SLEEVE - SL �.....I +.d _ bno CALSENSE, 2075 CORE DEL NCAL, SUITE P, CARLSBAD. CALIFORNIA (619) 436-0525. END OF SLEEVE -- X .1. - - _. „ - 9, 0. Uiia �� Y REFERENCE POINT-. FACE FOS _ mft.� 11/4 -_ / II POINT OF CONNECTION NOTE 'C': I ( -- _ �� `,. 14" _ 6" SLEEVE 4 SLEEVE 2 SLEEVE 3 * .Y� B - - A _ IRRIGATION LEGEND s. _ a • +.� --_ CONTRACTOR MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM TO A NEW ' - ���� + ! ` , ; n -+:,. Mill NLINE SLEEVE ' IZ FOC 2"DOMESTIC WATER METER. REFER TO UTILITY PLANS FOR ADDITIONAL 1 f � Q0.` ` . z INFORMATION EXTEND NEW TYPE "K"COPPER PIPE (OR AS PER LOCAL.CODE)AND' SYM. MANUFACTURER MODEL NUMBER S INSTALL A 2"PRESSURE REGULATOR,A 2"BACKFLOW PREVENTER, A 11/4"FLOW DESCRIPTION RADIUS G.P.M. P,S.I. sigp 6" SLEE E /"' METER, AND A 1112"MASTER VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. RAINBIRD 1812-SAWPRS-50 POP-UP-SPRAY HEAD 5' 10 30 4 3 ' ! ,�• Iq Y STATIC WATER PRESSURE: 140 P.S.I. 0 RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' .20 30 Q r SYSTEM DESIGN PRESSURE: 78 P.S.I. 3 - gr 41TC 1303.34• MAXIMUM IRRIGATION DEMAND: 46 G.P.M. V' RAINBIRD 1812-SAM-PRS-6VAN POP-UP-SPRAY HEAD 6T .40 30 �t � �� � :,.. , � j -- lot ,a• 4" SLE �,VE j r j �r PRESSURE REGULATOR NOTE: 6- RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' .30 30 F� �./ = �,' � !�'•�/ . CONTRACTOR TO SET PRESSURE REGULATOR TO 98 PSI. VERIFY OPERATING 4 E C)W 3/4 '% ra" 51 8,8 PRESSURE AND FIELD ADJUST AS NECESSARY. • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .50 30 ,.4 i-- 751 SO. FT ?" X RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 �(� �� 1 3�4 • ..� '� RAINBIRD 1812 SAM PRS EVAN POP-UP-SPRAY HEAD 8' 70 30 t' Z. FU iy LLl /7 3C1' ` D9 - i R� • SB) B f C / W RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10' .40 30 Fo 1�,, w 3• ow 138 ��--,... ,, ; _ �TR�(�F,� _/� V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' .80 30 / Q• /3/4 • • ` \ 04 6 GC ' I ��_,-,� 4�'' '+� � /,Q RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10' 1.60 30 • �(/ / fir- - '�• % 1" 300 SO. F; fi+�C B-3 3 137 -� 'a4`--� SR /CU RAINBIRD 1812 SAM PRS IOVAN POP-UP-SPRAY HEAD 10' 80 30 _. 11'x` 1 T r " ,�• 14 2, , 0�, 1 120 SO. FT f ,,a / ♦♦ ` 41 \ 11/2 \ , / RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 12' 70 30 ♦ / \ �_` 3/4 \1 • • ` B-7 43 10C -_l 1 b �� 1 ► 4 la• 14^ ` � • ♦ RAINBIRD 1812-SAM-PRS-12H ' _ POP-UP-SPRAY HEAD 12 1.30 30 � �♦ � `♦ � Qt7� 1- .� �% �• 11/7" 1252 SO. FT. � ,�9�� ra�,� �,. � � �' ((! Rb 3/4' /4' 1 I` / ♦ \ / y 1x4 a ♦ ` 6� EOW , 3/4' " ` C O RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 / \4 ♦ %♦ I� \,, •,,�� % \ S,�C 6,3 `� /� 314 �► RAINBIRD 1812-SAM-PRS-I2VAN POP-UP-SPRAY HEAD 12' .70 30 Q- / . � 4• ♦ � `Uj/,/ ` ,,, - - 1° � �' ' 122 / / ♦ ♦ ` ra„ 8`% ��3 4" �f/ �V ♦ RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 15' .90 30 / ♦ �` PRESSURE RELIEF VALVE NOTE: �♦ \� 1 �� 1- - 42 / Q � RAINBIRD 1812-SAKPRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 11x21 a ' ♦♦ 121 „i��h � `� w RAINBIRD 1812 SAM PRS I5VAN POP-UP-SPRAY HEAD 15' 90 30 _r ♦ A CONTRACTOR TO SET PRESSURE RELI VALVE - �`� r4„ \ S 40 8-6 �- ♦ ♦ T0100 PSI. CONTRACTOR TO FIELD A UST AS ow �C O RAINBIRD 1812-SAWPRS-I5EST POP-UP-SPRAY HEAD 4',.'R .60 30 NECESSARY. ` \;� �.`_ ��` 1139$O. FT. 11/7" `♦ \ 4' \ �� % r� AIN , B RAINBIRD 1812-SAKPRS-I5SST POP-UP-SPRAY HEAD 4 x30 I n 30 r �,\ "6� ♦ ��/ PEO i 1;a`� •♦ ` ©� �� EG� NOTES: \� lob. S1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REOUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE, SEE DETAIL T , SHEET L-11 . 92 16 �G &V dp dp 4b 4b 00. 119 sr `• T/� 6EQUIPMENT TC 1291.72 0 w qb% �♦ ♦1% 19 M❑ 2" DOMESTIC WATER METERS PER CUCAMONGA COUNTY WATER DISTRICT ccj J. \` Sia - ♦ WATTS 403-RT-RW LINE-SIZE GATE VALVE ►� 3/ ` ` ` ♦ WILKENS 500 SERIES 2" PRESSURE REGULATOR 'i 'a a ° j + / ®� `♦ 0 FEBCO 825-Y 2"REDUCED PRESSURE BACKFLOW DEVICE INSTALL IN A % ��/ - .,, ,T�: M M ♦ ♦ B-5 23 STRONG BOX ENCLOSURE MODEL#SBBS-45-AL �' 1 \ ♦ 11/4 934 SO. F7 ® CALSENSE FM 1.258 11/4 FLOW METER D 28\ ♦ ♦♦ ® SUPERIOR 3100 SERIES 11/2"NORMALLY OPEN MASTER VALVE . ♦ �� - ( 1 1114" 965 SO. ,� % j• ���' 4.11 �a, ♦ ♦ ♦ \ } WATTS 530 C 3/4r CALIBRATED PRESSURE RELIEF VALVE MODEL 372273 3x4 '' ♦ ` � 1F� � A CALSENSE ET-1-12- - / / ♦ ♦ ♦I�, TP 1,71110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 3r 3l ' ��� ��� `\ 3/4 ♦ ♦ \/ INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT 3/4" j rftw����� \ \ \ B CALSENSE ET-1-12-TP 1 TP11 � 0 12-STATION INTERIOR WALL MOUNTED MOU ELECTRIC CONTROLLER COMBINED WITH 3/a" { \ ♦♦ CONTROLLER'C'IN A MYERS MODEL#MEUG 46X-1-M100•SCE(MOD)ENCLOSURE 3 91 I '��, / �• •O 3 ♦ S ♦ CALSENSE ET-1-12-TP-1,71110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER COMBINED WITH ♦ . ,Y R R r r �• , e� /4 \ �Q CONTROLLER'B'IN A MYERS MODEL#MEUG 46X-I-M100-SCE(MOD)ENCLOSURE .rte 3�5 -POINT- FAr< `.,E OF :.UR,13 6�Io /,\ �♦ �4" ,`� D CALSENSE ET-1-24-TP-13P110 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER / / �.rj 6� 1 117 3,a°. ♦ ♦3/4" INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT /'f zti �� ���♦ 4b 14' `�♦ -\ RAINBIRD EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN / "_b Q RAINBIRD 33DNP W/33DK NON-POTABLE QUICK COUPLER VALVE @ 150' O.C. ,W/2 KEYS TOTAL 3/a' 21FOG CONTROLLER NOTE 'D': s.a ♦~ ♦ / ' 3/a" CONTRACTOR TO INSTALL A CALSENSE WALL MOUNT O ♦ /a• ♦ /! — — — APPROVED SCH.40 PVC MAINLINE, I " EDC CONTROLLER, �'� E,S ZE AS SHOWN, MIN.COVER 18 SHOW CL 31 , � 52A ND LARGER • � ♦ ✓ ' A' � � MODEL NO. ET-1-24-DR, WITH ANTENNA PORT INSTALLED. CONTRACTOR SHALL • 3/4" � � � ✓ . 9O \ APPROVED SCH.a0 PVC LATERAL LINE,SIZE AS SHOWN, MIN.COVER 12 O C1 PROVIDE ONE, 1 STAINLESS STEEL MOUNTING PEDESTAL (STRONGBOX D-3 • RO BOX MODE #. 23 O ( L �.� J SB-24-SS/120 VOLT FOR EACH CONRTOLLER. REFER TO ELECTRIC ___ � ` / 666 SO. FT„ 11/4" � ) AL PLANS FOR 120 �-�-, ' ------ APPROVED SCH.40 PVC SLEEVES.SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS • / 21 Q? � VOLT POWER SERVICE LOCATION FOR HOOK-UP OF AUTOMATIC CONTROLLERS. �, OTHERWISE NOTED 17 1 /4" /� / O 8 3' \� COORDINATION OF FINAL HOOK-UP OF CONTROLLERS SHALL BE THE �� - CONTROLLER s o ED 6 SO. FT 1 / f! sra RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. FINAL LOCATION AND EXACT �JJ / V �� / i ,S POSITION OF THE CONTROLLERS SHALL BE APPROVED BY THE CITY OF RANCHO 3/a, 3/4' J 34i CUCAMONGA PRIOR TO INSTALLATION. ALL CONTROLLERS SHALL BE / �} 4 / ' OPERATIONAL PRIOR TO CITY'S ACCEPTANCE OF PROJECT. CONTRACTOR SHALL "4 a• / ,, C� COORDINATE CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE ♦ ,,a, i - �-•' CITY AND A CALSENSE REPRESENTATIVE. CONTACT CALSENSE AT: 4 j[ P/ E'o YV r 3/4 , C • CALSENSE, 2075 CORE DEL NOGAL, SUITE P, CARLSBAD, CALIFORNIA (619) 436-0525. 89 3, b/4• 19/ 3' E_OW ,�/ O j. ti� / \ SCALE: 1" = 30' 53 POINT OF CONNECTION NOTE D . 11 EDW i� ��T SHEET KEY M A P /� f 1� 4" SLEEVE / �� \, r 3' EO W CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF A . NEW 2"DOMESTIC WATER METER REFER TO UTILITY PLANS FOR ADDITIONAL / p 11 2 / \ \ /4° INFORMATION. EXTEND NEW TYPE K COPPER PIPE OR AS PER LOCAL CODE AND DESCRIPTION F REVISION 91 � "" ► � 3l ` INSTALL A 2"PRESSURE REGULATOR A 2"BACKFL. W PREVENTER, 1/ " I �� v� O � � 0A 1 4 FLOW DATE TE APPROVED n p METER, 1 _ E E AND 1 f2 MASTER VALVE AND EXTEND MAINLINE T V D 6 SLEEVE � NL E 0 VALVES AS SHOWN. si4 �, SLEEVE 11 FOC , � �.� ;y STATIC WATER PRESSURE: 140 P.S.I. . CITY of RANCHO CUCAMONGA SYSTEM DESIGN PRESSURE 72 P.S.I. MAXIMUM IRRIGATION DEMAND G. - ' 48 G M. - — il, REF. IL1 3!4 � _ �, TRACT 15492 F `. ' + P REFERENCE POINT: FOC PRESSURE REGULATOR NOTE: �~ LANDSCAPE IMPROVEMENT �`� ,� / • y j CONTRACTOR TO SET PRESSURE REGULATOR TO 92 PSI. VERIFY OPERATING S PRESSURE AND FIELD ADJUST AS NECESSARY. ` MILLIKEN AVE. s/o TERRA VISTA PKWY., ,• ,,; 'a„, \ TERRA VISTA PKWY. e/o MILLIKEN AVE . qb MOUNTAIN VIEW DR. 2/Q MILLIKEN AVE . END OF SLEEVE- 14 FOC ` '/411/4 �. i - �__ �� €4 IRRIGATION PLAN b F 0 W 114 a 4 14 �-- Under round Service Alert �P . ',�4 r ” i -�� , , Underground o 11,•4 717 SO. FT. VALVE SIZING KEY PLAN CROSS REFERENCES , ASF ROvE�� BY. D A I E : 7/6a— >;r G, _ DRVE' '�'°c�p� CITY ENGINEER RCE No. 24953 Call: TOLL FREE `�?� �'� �e VALVE # 1 10•—GPM FOR NOTES AND LEGENDS, SEE SHEET L-7 - t 4 , CITY DESIGN ARCHITERRA DE ICN �Rou� i CSS , 11/4 717S0. FT. FOR DETAILS, SEE SHEET L-11 g `a ea �', GPD LANDSCAPE ARCHITECTURE F NCS VALVE SIZE N4" SO. FT. ® 0`` SITE PLANNING 1 _80(� FOR SPECIFICATIONS, SEE SHEET L-18 -� ! 10621 CHURCH STREET, SUITE 106 ���� D-6 17 �• �`" P 1 sp^' re DRAWN RANCHO CUCAMONGA, CA 91730 Sf IE-� ) +��► FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-3 ���` i " * _ 7 _____ * MLI] (909)484-2800 FAX: (909)484-2802 -8 422-4133 < • 11'4 71750. Fr. FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-14 N T S ''8�_ Dale CHECKED DRAW1IN ' ND. TWO WORKINGY BEFORE �`F C ON RWK DATE 12/3/01 RLA No. 2834 17 9.3 —� ARCHIL ERRA JOB No. Soy 1-b SF tE L I Uf 5' E 0 W C� 86 ti IRRIGATION LEGEND 10'E O W Z FO W �, 3/a" /L 2 f O YV / 11 SYM. MANUFACTURER MODEL NUMBER DESCAIPTM RADIUS G.P.M. PISI 5 E 0 W / =T b- RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 30 9' EQW 9' E0W � 3' E0W , ' � �9t '� ` 3/a � , - � �� 6 EQW —5 , 3/ o RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' 20 30 3/4°3/4' , (P V RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 30 ai ; 6- RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' .30 30 la" :' � � 3( -61- 791 -- - �2' -� m `( ! " �� • RAINBIRD 1812 SAM PRS•8H POP-UP SPRAY HEAd 8' 50 30 i 11/4° i X RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 84 1 1 /4 . a° 14 < 1• Gy' (Q RAINBIRD 1812 SAM PRS $VAN POP llP SPRAY HEAD 8' 70 30 I114 ia•_ y , M�`1 1 CHL�NE _ ��� s/a;�C_ , '„rr RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10' .40 30 ...,3! /SHEET -1 78 79 80 1 81 1 - •� ' , / D-20 -17 /4"M m„ 82 j ` 1 - q" '` a;a RAINBIRD 1812-SAM-PRS-10H - �� PUP PRAY HEAD 10 80 30 ��3l4" 68 �� ___ 7. , _ �- �� „ __� - 4 - - - h.� ;3. - 4 �• %�! S0. RAINBIRD 4" 8 594 !4 , 3:4 p .4 314 3!4 Sia i /2' z -�"�C`"" " , + �/ 1812 SAM PRS 10F POP-UP-SPRAY HEAD 10 1.60 30 3/4° ,p , 3/ /4 (4 3!4 l4"�g/4` l4 — � • / � � _.._ _ _ _ `_ r-� __...1E ° #s ra- r r _, .. �. �. .. a. .. _ a--a- s- w--s•—,R _ .:, � RAINBIRD 1812-SAM-PRS-IOVAN P P P v , :,�1 aT77"" ,+� .- • 4 0 U SPRA HEAD 10 .80 30 MS'z;3i • �.. �. : : 1� -. i. . .,=..r` �. f�._' _ 1.. -��,_- - ' . -fit» `.3e-r # - - - - -- - _ 1 ?- - �J/ `i 7D- _ D 173/a ., . . -� - 3:4 –�"-� 2" 910 SQ. FT 1" 373 SQ. FT RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 12' 70 30 �7 RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 D-8 23 �. 0 RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.80 30 M O U N TA I VIE DRIVE 2`r 910 SO. FT. , RAINBIRD 1812-SAM-PRS-I2VAN POP-UP-SPRAY HEAD 12' 30 D-)0 43 16 D-9 D-18 47 br�j`;C + RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 15' .90 30 2" 1568 SQ. FT. 480 SO. FT. 1114" rr ? 1840 SQ. FT. \ Q� �� `� RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 i 7 s/a• RAINBIRD 1812-SAM-PRS-15VAN POP-UP-SPRAY HEAD 15' .90 30 RAINBIRD 1812-SAM-PRS-15EST POP-UP-SPRAY HEAD 4'x15' .60 30 ��' 31 /' • - / ,4' 1A (n B RAINBIRD 1812-SAM-PRS-15SST POP-UP-SPRAY HEAD 4'x301.20 30 1 66/4 ;a• s.OF / NOTES 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE1000/6COVERAGE Vv j .0 i �a'a , TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL.'F', SHEET L-11 . % 14 1 2 3 ' 65 00 3/4' i EQUIPMENT , !, D-11 23 do 1114" 627 SO, FT. IM] 2" DOMESTIC WATER METERS PER CUCAMONGA COUNTY do e WATER DISTRICT 01\ / ►/ WATTS 403-RT-RW LINE-SIZE GATE VALVE 64 3�4� �� WILKENS 500 SERIES 2" PRESSURE REGULATOR - , � i FEBCO 825-Y 2"REDUCED PRESSURE BACKFLOW 0 DEVICE INSTALL IN A O1 3/ .� `~ STRONG BOX ENCLOSURE MODEL#SBBS-45-AL �0A /4" - 3/4 ® CALSENSE FM-1.258 1114"FLOW METER 3i 3/4 '�"" --f- 3 q i1!2 ® SUPERIOR 3100 SERIES 11/2"NORMALLY OPEN MASTER VALVE D-12 23 -EF WATTS 530 C 3/4"CALIBRATED PRESSURE RELIEF VALVE MODEL#372273 1114" 670 SO. FT. CALSENSE ET 1 12 TP 1,TP110 12 TAT TC 1277.68 S ION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER C INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT 16, F 0 E W CALSENSE ET 1 12 TP-1,TP110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTR01* OLLER COMBINED WITH RRW �, S 4 LEE VE FQG CONTROLLER V IN A MYERS MODEL#MEUG 46X-I-M100-SCE(MOD)ENCLOSURE �11 �v ) 3/4" \ S1- /` �C CALSENSE ET-1-12-TP-1,TP110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER COMBINES WITH `1 3/ Q\ CONTROLLER B'IN A MYERS MODEL#MEUG 46X-I-M100-SCF(MOD)ENCLOSURE � O CALSENSE ET-1-24-TP-1,7110 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER t � INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT ,.V -3a 63 sLEE VE �V 0� RAINBIRD EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN Q. Q RAINBIRD 33DNP W,!33DK NON-POTABLE QUICK COUPLER VALVE @ 150' O.C. ,W/2 KEYS TOTAL K: REF. IL1 3/a/ layx3la" i, :y �� ,�;o� — — — APPROVED SCH.40 PVC MAINLINE;SIZE AS SHOWN, MIN.COVER 18" H ®® SOW CL 315,2 AND LARGFR f_ Q APPROVED SCR 40 PVC LATERAL LINE,SIZE AS SHOWN, MIN.COVER 12" ILO % 62 �' = = ===== APPROVED SCH.40 PVC SLEEVES.SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS ow [ % 14 / X 14 i OTHERWISE NOTED L x 4'_ / !4" " LowE Ow TC 1280 1Z � .` 61 .30 ED W TC 1280.R,o ' . 4 '' i D-13 19 X 3/ � F 1114" 689 SO. FT. I3/4` 314 j3,4-3/4 D-14 19 _j 1i 60 -3!a � 1174" 689 SO, FT. W ,- - 58 59 t s 31 a 47 D-17 D-15 10 T 3M J3 4" s 3/4"� ` � 2 350 SO. FT. 2" 1 { 689 SQ. FT. 3/4 _ 3/4� �� � ww 3/4` 4,3// �F- - � rw ...... .. .. f - -. 30' D-16 SCALE: LLI 1� . '= _ TC 1275.17 " 4--' ` .1 / 360 SD. FT 1 *�-�_ - 3;4 SHEET KEY MAP W S A-9 48 A-10 z - -100 SO. FT.- 3/4" 1767 SO.-FT 2" PRESSURE RELIEF VALVE NOTE: PRESSURE RELIEF VALVE NOTE: i �� r , DESCRIPTION OF REVISION J � CONTRACTOR TO SET PRESSURE RELIEF VALVE CONTRACTOR TO SET PRESSURE RELIEF VALVE DATE APPROVED I- -II���-� � � � / � _ TO 104 PSI. CONTRACTOR TO FIELD ADJUST AS TO 101 PSI. CONTRACTOR TO FIELD ADJUST AS 1 '\ CITY o f RANCHO C c) ' NECESSARY. NECESSARY. /� �--- _ - \/ TRACT 15492 - ` LANDSCAPE IMPROVEMENTS MILLIKEN AVE. s/o TERRA VISTA PKWY., TERRA VISTA PKWY. e/0 MILLIKEN AVE., MOUNTAIN VIEW DR. e/o MILLIKEN AVE. Underground Service Alert x -,-�-; �- IRRIGATION PLAN VALVE SIZING KEY PLAN CROSS REFERENCES APMavE[J BY: D A I - �.P"°�mw q9� CITY ENGINEER RCE No . 24953 Cali: TOLL FREE VALVE # 1 10•—GPM FOR NOTES AND LEGENDS, SEE SHEET L-7 - FOR DETAIL `` �a a� `� DESIGN ARCHILERRA DES v GROUP S SEE SHEET L-11 VALVE SIZE 3/4 •---- SQ, �, . '' � �', GPU LANDSCAPE ARCHITECTURE I'((i 1 -800 FOR SPECIFICATIONS, SEE SHEET L-18 I l 3 m SITE PLANNING uu 10621 CHURCH STREET. SUITE 106 DRAWN FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-4 M sig" RANCHO CUCAMONGA, CA 91730 SHF_F 422-4133 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-15 - N T.S * - Via: — MLD (909)484-2800 FAX: (909)484-2802 1 L_9Q TW �qr CoQ `W RKING DAYS BEF RE Y I CHECKED DR RWK DATE 12/3/01 No. 2834 123/01 R �ING N0. - ARCHITLRRA JOB No. 0071-5 SE EE-1 OF IRRIGATION LEGEND REFERENCE POINT FACE OF CURB k1 CVNTU\ SYM. MANUFACTURER MODELNUMBER DESCRI9" 13ADILIIS GP-k P.S.I. G,F WALK •alb /iq �` b- RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 30 �:,��� 0 RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' .20 30 4" SLE EVE Sic VV' RAINBIRD 1812-SAM-PRS-6VAN POP-UP-SPRAY HEAD 6' .40 30 3, �/� ~/q �` � 6- RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' .30 30 136 3/a �; R/C I 6' EOW , 1 � ��� O ��` • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 81 .50 30 / ,N�3 % 3/ 4 6" SLEEVE �/� 1 4° 4b �` 1K RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8 1.00 30 S9r r + •'(�`l �� �� 73 33/ 3/ ''i'` RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 8' .70 30 / ��` I / 34„ ti -� W RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10' .40 30 123 � � � -------� 4 -- - Z • ' i REF R -NCE _ 7o10 T: LIGHT POST AND CENTER V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' .80 30 3 Fow OF WALK RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10' 1.60 30 3'6111 EOW 4 Q ! / * RAINBIRD 1812-SA%PRS-10VAN POP-UP-SPRAY HEAD 10' .80 30 314 I 1 • l C-1 , # C 11 37 �� / �' RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 12' .70 30 94.0_ SQ. FT. 11/4" ,� t 1/7" 1271 SQ" FT. ��.� / 73' / 3� ________ _ -4��31 . 72 RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 1112 4 EOw -------_--- ' — 3/4" 46 C-10 29 C� 1 ,`0 O RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 1170 SQ. FT. 11/4 1427 SQ. FT. 2" 3l / / O � / 5 RAINBIRD 1812-SAM•PRS-12VAN POP-UP-SPRAY HEAD 12' .70 30 V /4r l "/a + RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 15' .90 30 y 14" '^ ' , , 11/4• 1114" __ . 2' EOW 1 /tva' s/a RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 w� Az14. 22 C-3 3 11114 4 1 J , 1 � + � RAID BIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 15 .90 30 V I 621$Q. FT 111401 39 o RAINBIRD 1812-SAM-PRS-15EST POP-UP-SPRAY HEAD 4'05' .60 30 1 �l4,�� 1/4' E3 RAINBIRD 1812-SAM-PRS-15SST POP-UP-SPRAY HEAD 4100 1.20 30 314 %Q - 114" Wit- 4 71 I �� 314 51 E ow NOTES 14 3r4" y 19 , 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REOUIRED TO ADJUST THE RADIUS TO PROVIDE 1W10 COVERAGE 14" 3/a ' TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE SEE DETAIL'F' SHEET L-11 S6' 124 ' - � Q ' ' 6 I ----- ---- . P 3/4' Z 7 - --- -- - �' E 0 W o 1 % Az 3/a EQUIPMENT 3,4 + / I V i/a° 2" DOMESTIC WATER METEPS PER CUCAMONGA COUNTY /4 I/a" 14( M WATER DISTRICT I H WATTS 403-RT-RW 7O LINE SIZE GATE VALVE ,d 125 I l / WILKENS 500 SERIES 2" PRESSURE REGULATOR f34 r-/4 h I 0 FEBCO 825-Y 2"REDUCED PRESSURE BACKFLOW DEVICE INSTALL IN A i14• Il8' ' STRONG BOX ENCLOSURE MODEL#SBBS-45-AL 1 i 77 ® CALSENSE FM-1.25B 11/4"FLOW METER / I ® 46 G 2 SUPERIOR 3100 SERIES 11/2"NORMALLY OPEN MASTER VALVE � ' ' WATTS 530 C 314"CALIBRATED PRESSURE RELIEF VALVE MODEL#372273 2095 SQ. FT. 2" Q %j' 1 3L:.+, \ CALSENSE ET-1-12-TP-1,TP110 12-STATION INTERIOR WALL.MOUNTED ELECTRIC CONTROLLER I C"� 35 < INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT 69 /4^ I 11/2" 1232 SQ. FT. �/ �B CALSENSE ET-1-12-TP-1,TP110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER COMBINED WITH 31t79N ` 11;2' 1 26 I'6" E OW3/4'` I I 1 n CONTROLLER'C'IN A MYERS MODEL#MEUG 46X-I-M100-SCE(MOD)ENCLOSURE -_/ 1 2 FO `'_ v' C CALSENSE ET-1-12-TP-1,TP110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER COMBINED WITH 996$Q. FT 11/7" 1 `_1 �� \\� S� ` � { ,1 C-4 26 /4• � CONTROLLER'B'IN A MYERS MODEL#MEUG 46X-1-M100-SCE(MOD)ENCLOSURE 28 �, /- 6' 314° 11/4" 951 SQ. FT. O A�4 3/4 �- E OW\ - Ufa" 14 2 D CALSENSE ET-1-24-TP-1,TP110 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 96/4" INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT O 1 _ ,o RAINBIRD EFB•CP-PRS-B ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN . {,y°� �� �� - X14, l G 3/4 3l 1 j 1 1 1, '�`\ 12 I FO R W %/a� r �Ia� — E.--``� 0 Q RAINBIRD 33DNP W133DK NON POTABLE QUICK COUPLER VALVE C� 150' O.C. ,W!2 KEYS TOTAL f p / 3ra "t­�3/4. W _ — — — APPROVED SCH 40 PVC MAINLINE,SIZE AS SHOWN, MIN COVER 18"SHOW CL 315,2"AND LARGER 3/4'314` l4" # 127 \\�- �r \ 3/4" -- — — _ APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN, MIN.COVER 12" 3' FO RW 2 4 . 3/4' ___._= APR .4 INSERTED. UNLESS APPROVED SCH 0 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE IN D.. # / .� 31a 49 Iia �� 3 a' C-6 OTHERWISE NOTED 314 % 14" 35 2,� >'�• 1114' ,1 11/7" 1371 90. FT. 9� (n l 4' EOW I 1357 SQ. FT. 11/2" / e ;�'' % 1 3/a., %4"�� �–� , % 314 / 6' ` 4" ALF VE 3/4 3/4\ �� /" h `% PRESSURE RELIEF VALVE NOTE: CONTRACTOR TO SET PRESSURE RELIEF VALVE /` TO 108 PSI, CONTRACTOR TO FIELD ADJUST AS e ~ ' ( 4' EOW 1 NECESSARY. 14 1 EOW 6" SLE E J1. 86 � T / H I E I 4-' E0 1N _..__ _._. __ 68 /4 3'aa8 SCALE: 1" = 30' ATCHUE - SEE SHEET L-9 -T -Y�,, _ SHEET KEY MAP 2 3D TO R E F1-REN ,E PO►N T ON SNE E T L-q I �� � DESCRIPTION O F REVISION REFERENCE POINT*. FACE OF CURES j CFNTM OF WAIXWAY DATE -APPROVED - � l � � CITY of RANCHO CUCAMONGA LIE E N g _ - \�/ TRACT 15492 SLEEVING NOTE: LANDSCAPE IMPROVEMENTSFACE GF RETAINING Mt - FORW 4— MILLIKEN AVE. s/o TERRA VISTA PKWY., CONTRACTOR TO SLEEVE ALL IRRIGATION PIPPING / TERRA VISTA PKWY. e/0 MILLIKEN AVE., AND WIRING THAT CROSSES UNDER HARDSCAPE. I _ __J 1 NTAIN VIEW DR. e/o MILLIKEN AVE. c F VALVE SIZING KEY PLAN CROSS REFERENCES � _- - _ - � 4� TRAIL IRRIGATION O PLAN Underground Service Alert AP��wE� �Y. . . Gal E VALVE # i 10'—GPM FOR NOTES AND LEGENDS, SEE SHEET L-7 _ - DRwE' D S CAF\ CITY ENGINEER R C E No. 24953 `- FOR DETAILS, SEE SHEET L-11 o mw 9� SO. FT. .a a, ' DESIGN ARCHITERRA DE,. GN GROUP FBF 11 Call- TOLL FREE VALVE SIZE 3/4" -- I - � �• � � FOR SPECIFICATIONS, SEE SHEET L-18 `� �, '-�'', GPD LANDSCAPE ARCHITECTURE FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-5 _ '" ' - SITE PLANNING 7-- 1 -800 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-16 � ' DRAWN 10621 CHURCH STREET, SUITE 106 , ��as*`" � -�^�'�' RANCHO CUCAMONGA, CA 91730 51• 10 -31 __ _ *; MLD (909)484-2800 FAX: (909)484-2802 �— 422-4133 NTS. qT , QFCHE KED 12 3/01 C)RA INtNO. TWO WORKING Y F ��F C Ilk DATE RLA No. 2834 -1 _ 3 ARCHI1E FORA J013 NO. 0071-5 SHEET 01 BRASS WYE STRAINER STRONG BOX SM 46-AL WITH 80 MESH ENCLOSURE MONEL SCREEN �'� OUND PtJ1STIC VALVE BOX& BACKFLOW PREVENTER COVER ETCHED'IRRIGATION GATE' ASSEMBLY p INKLER-ANGLE PIPE TO (CARSON OR EQUAL) NIPPLE-TYPICAL SPECI0 TO FIED DEPTH WITH 45"ELLS Z r - - - - - - (4)PLACES BCH 40 PVC MALE ADAPTOR INISH GRADE ' ' WHITE SCH BO PVC UNION CONNECTORS OREQUALNI-POP SHRUB"FAD BODY SET TO ' ' NIPPLE BLUE BRASS OR PVC NIPPLE ELECTRIC CONTROL VALVE 114'ABOVE FINISH GRADE m PLASTIC VALVE BOX MULCH PDXYFILLEDWATERPROOF o MARKED'IRRIGATION ACV' • •z z`=z.: _r =.y_. .+"r�r s`' 6'THICKXI2'W1DE FINISH GRADE CONCRETE PAD LENGTH VARIES RED CONNECTOR OR EQUAL m (CARSON OR EQUAL) .' xi s� � c_Xc• c ;' r+ ��es�c{�� BALL VALVE-1 1/2'OR SMALLER WITH UNION-# ' ( ETCHED WITH CONTROLLER STAINLESS STEEL HANDLE PER SIZE/MANUFACTURER BLACK = AND VALVE SEQUENCE -- PRESSURE REGULATOR 1 v SLOPE TO DRAIN AT MINIM 2% PIG TAIL EXPANSION d I I RESILIENT WEDGE GATE VALVE-EPDXY SEE LEGEND FOR MODELI ': IRRIGATION CONTROLLER LOOP(MIN. 24'LONG) : 1W►�N FINISH GRADE COATED,2'OR LARGER WITH 2'OPERATING NO.AND BRAND. FINISH GRADE I 1 Z NUT 12'1 C PLASTIC VALVE BOX(CARSONOR VALVE . LOCKING LID. PLACE AT GRAS IN WATERPROOF ALL REQUIRED FOR WIRE CONNECTORS � SIDEWALK MOISTURE .7. •• i• • , CONCRETE THROUGH TURF AREAS AND 3"ABOVE IN k ---- SENSOR •� •� •• j • WHERE r CONCRETE PAD PLANT BED. REQUIRED - PIGTAIL EXPANSION 3- 3• Z ROM WATER SOUR C - NIPPLE-TYPICAL PIG TAIL EXPANSION 3' LOOP(MIN 24'LONGI (2) PLACES LOOP(MIN.24'LONG) 2w �s WHITE _ sO (COMMON) FLOW VBRASSALVE ANGLE 90%COMPACTION I T-�7 SCH 40 PVC MALE o VALVE W;UNION .I REQUIRED iLl ADAPTOR BLUE 314'WASHED WIRES = _F 14 CRUSHED AGGREGATE TO METER j FLOW s ° .p i �t i; i RED MASTER CONTROL SCH BO PVC NIPPLE ed er1R•a LINE TO SYSTEMS BLACK VALVE Z CONTROL i COMMON WIRES CONCRETE THRUST BLOCK ELBOW Fro BCH 40 PVC n PER CCWD STANDARDS TYPICAL (4) PLACES FLOW METER NOTE: _ _ - MAALEX 90•STREET LL 90°STREET ELL DIAMETER CONTRACTOR TO INSTALL • RIGID PIPE AND RELATED FITTINGS SHALL BE PER CUCAMONGA COUNTY SAME SIZE AS SCOTCH LOK EPDXY FILLED LATERAL FITTING MARLEX 90°STREET ELL WATER DISTRICT STANDARDS.CONTRACTOR SHALL VERIFY WITH FLOWMETER CONNECTORS FOR ALL FLOW NON-PRESSURE LATERAL LINE CCWD PRIOR TO CONSTRUCTION. IAMETER SAME SIZE SIZE SENSOR WIRE CONNECTIONS. BRASS NIPPL TYPICAL(2)PLACES AS FLOW METER SIZE INSTALL SCOTCH LOKS BCH 10 PVC SXSXT TEE ANTI-DRAIN VALVE AS REQUIRED NOTES: IMMEDIATLEY AFTER PRESSURE SUPPLY LINE 31CWASHED CRUSHED INSTALLING FLOW SENSOR. NOTES- 1. INSTALL PER LOCAL CODES. I.INSTALL CONTROL VALVES A MINIMUM OF 12'FROM STRUCTURE OR HARDSCARNG NOTE AGGREGATE BASE 2 EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24•FROM ANT 2 INSTALL VALVES IN PLANT BE WHEREVER POSSIBLE NEXT TO SIDEWALKS 1 LOCATE ES O Z TO B FROM WALKS,CURBS HARDSCAPING,MDWSTRIPS, MINIMUM DISTANCE DOWNSTREAM OF AND EDGES OF LAWN NOTES: STRUCTURES OR HARDSCAPING. UNINTERRUPTED PIPE(5X DIAMETER 3. PLACE VALVE BOX ATRIGHT ANGLES TOSTRUCTURE ORHARDSCAPING 2 USE TEFLON TAPE ON ALL VALE THREADS 3. WHEN UNIT IS NEXT TO A STRUCTURE(I.E.WALL BUILDING.ETC. OF FLOW METER SIZE) 4. PLACE AGGREGATE PRIOR TO INS1ALLAT1ON OF VALVE BOX 3 INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRFSSURE COMPENSATING 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX O� ) 5.ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND FEATURE AS PER THE IRRIGATION PLAN 2 INSTALL CONTROL VALVES A MIN.OF 12'FROM STRUCTURES OR HARDSCAPING. MOUNT TEST COCKS ON OPEN OR N -STRUCTURE SIDE- MINIMUM DISTANCE UPSTREAM OF VALVE NUMBER /. HEAD CONNECTION AT BOTTOM INLET ONLY. 3. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 4. ORIENT UNIT PARALLEL TO STREET. UNINTERRUPTED PIPE (10X DIAMETER 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. OF FLOW METER SIZE) 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND DISIMILAR METALS. VALVE NUMBER. 7. VALVE PER STD.518 REQUIREDC BEFORE BACKFLOW PREVENTER WHEN MAINLINE IS 3'OR LARGER. LINE SIZE GATE VALVE BACKFLOW PREVENTER MASTER VALVE REMOTE CONTROL VALVE 12" HIGH POP UP SHRUB HEAD j SCALE: N.T.S. #524 SCALE: N.T.S. # 517 SCALE: N.T.S. # 516 SCALE: N.T.S. # 518 SCALE: N.T.S. # 539 11500 PCS SCREEN PERFORMANCE STANDARD&SMAL.L_iADIUS SPRAY PATTERNS AND UMBRELLA BUBBLER$ MODEL PCS-010 PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 PCS-250 PCG-1'70 STAND ALONE CONTROLLER WITH ANTENNA GPM 0.1 0.2 0.3 0.3 0.6 0.9 1.25 1.75 2.6 3.7 FINISH GRADE COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED ANT 1 ANTENNA PORT 8F1' 3' 5' 81# EPDXY FILLED LOCATED 24- S-RO"r BOK MoD:: NC. SH 2' 4' 11 7' 81# OUTSIDE OF BOX. SB-24S5/-2OV AS REQUIRED ST - 3' 5' 5' 91# INSTALLATION/LOCATION COAXIAL CABLE 80 2' 5' T T PER CITY AND CALSENSE11 I(it ( "MIN. 10F - 8' 5' 8' 10' REPRESENTATIVE 2 1 3 1. PLASTIC VALVE BOX °li CALSENSE CONTROLLER, NODE 10H 2' 6' 2' 10' 11'# 11'# ; 0 MODEL NO. PER PLANS I ENCLOSURE To BE GROUNDED PERiii:1; Z 2 1rSTAINLESSSTEEL HOSE CLAMP.3REOURED. LOCAL CODE. GROUND ROD TO BE 10T - 2' 6' T 10# il;l INSTA_LE,' NSOE ENCLOSURE ON f *1 CONTRO,LER SDE 10Q 2' S' 8' 7 .� ' 10 iu z I 3. QUICK COUPLING VALVE TOP OF VALVE SHALL 12F - - - 10'# 5' T 8' 124 INSTALL CALSENSE INSTALL CONDULETTE W/ BE 2'BELOW VALVE BOX COVER. - TP 110 DEEP WP",r CALSENSE HARNESS ago 12TT - 2' 3 5' 91 11' 12'# IO FINISH iILII = ��I I 4. GALVANIZED NIPPLE,LENGTH AS REQUIRED. 12H - - 4' 3' e' IV 12'# 12'# 120 VOLT DUPLEX GRADE I 12T - 2' 6' 4' 10' 12'# OUTLET(GFT) ® NIM1 3-C X 3-B' X K• CONCRETE I I 5. PRESSURE SUPPLY LIVE n II NON-PRESSURE FOOTING .,STALL A MINIMUM oT LATERAL LINE S ABOVE GRADE ANC SLOPE 1 - 8 14, 1 # t2 4 6. PRESSURE UNE FOOTING. 10 RESET r- ii i i:: e TOP To DRAIN AT MINIMUM OF 2%. 2 7. GALV.90 DEGREE STREET ELL. CALSENSE TP-1 !-I 1=i =I (1=� �� ,_ 5 3 GALV.NIPPLE.LENGTH AS REQUIRED. 15TQ - - - 6' 8' 8' 15# _ _ 1 5T - 1' - 5' 6' 8' 12' 15'# COMMON rARf/coN+ROL BRIBES IN 15H - 1' 4' 5' 8' 12' 12' TRANSIENT PROTECTION BOARD I-I i I I I I-�I 15T - - 3' 4' 8' 12' 15'# 15'# i TI-I i-ITr r SCH40we eoNDw. CLEAN BACKFILL- 15Q 2' 5' 6' 12' 15'# 90%COMPACTION PRESSURE SUPPLY LINE •o•• o . o• 9. /4 REBAR STAKE 36'LONG. LOCAL cooejTE� 9D° SWEEP ELL 6 •� 15SQ - - - 7' - 12X12' 14X14' 20X20' 23XwER 23' TO PoSIDE OF CABINET (TYP.) o 10.GALV.90 DEGREE STREET ELL • moo 17SST - - - - - 0X18' 0X10' 16X16' 9X30' 1 o. • A •• 11.GALV.90 DEGREE ELL 15CST - - - 4X22' 4X29' 4X39' 9X24' 1 •' ' 15SST - - - 4X12' 4X24' 4X27' 4X3-' 4X40' ENCLOSURE MOUNT ANT T ANTENNA PORT EPDXY HF.IRWY OIJ1Y NFATHER - IIELRSTAM EX1LD LOCATE)OUTSIDE OF 15EST - - 4X14' 016' 4X20' PHOTO ELECTRIC SWITCH FOR SECURITY ) BOX. INSTALLATION/LOCARDN 12 PEA GRAVEL.2 CUBIC FEET MIN. 018' P LIGHTS. CONTROL AS REQtAREO PER PER CITY AND CALCENSE REP. CONTROL WIRES MIN.2'OF CLEAN EARTH 5F 3" 4" 1' 2' 3' NOTES: SH-B - 5" 10" 11 2' 1. INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL r I I ELECTRIC ME" PER SCE 60-B 5" 10" 3' 1' CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR CALSENSE CONTROLLER MoOEL NO. 5CST-B 7" 14" 3' 5' PRIOR TO CONSTRUCTION. OS PUNS. L i NOTES: REFER TO CONTROUER J 16F-SLA - - 6" 5' 1' 4' 6' 14' 16'# 2 CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLANS DESIGN INSTALLATIOn STD 16H-SLA - 6" 1' 7" 5' IV 13' 10' SEQUENCE OF REMOTE CONTROL VALVES. SECURITY LIGHT I I j I. BELOW PAVED AREAS A MINIMUM OF 6'LAYER OF CLEAN EARTH SHALL BE 11 10 9 8 7 6 3. RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH TIMER REOWREO PER L_J NOTE: 16Q-SLA 6" 2' 5' 3' IV 16'# 16'# PLANS FINISH INSTALLED ABOVE AND BELOW PIPING. BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE PLACE PFJI GRAVEL PRIOR TO INSTALLATION 22F-SS - - 8' 1' 4' 6' 1T 21'# WIRE AT THE ENCLOSURE. r SCH 40 CONDUIT GRADE i i I I B GRRotNro Rroo 2. PROVIDE MINIMUM COVER OF 24'ON PRESSURE SUPPLY LINES 3'AND LARGER. OF VALVE BOX, 22H SS 4" 1' 3" 5' 12' 18' 17 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. FOR SEcuRRm LIGHT Nu,. 22(,1-SS 6" 2' 6' 3'T 15' 20'# 22'# S. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE wRBNc I I I 1 I 120 VOLT SIRE IRI ROD6. ANT.1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO CONTROL VALVES. _ LOCAL COE) (PER Lout CODE> 3. WHEN USING RECLAIMED WATER,MAINTAIN MINIMUM 10'HORIZONTAL SEPARATION �!" I *RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI. " , •`_ BETWEEN POTABLE AND RECLAIMED PRESSURE LINES. WHERE LINES CROSS, (DTR22)AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER I --I- - PROVIDE PVC SLEEVE FOR POTABLE LINE MINIMUM 5'EACH SIDE OF RECLAIMED NOTE: SCREENS WERE TESTED AT 50PSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS. SYSTEM PRIOR TO ACCEPTANCE. -_ -'"_- _ WATER LINE. DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES. 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 4. BUNDLE WIRES WITH TAPE EVERY 10'. PCS SCREEN CHART -` CONTROLLER ASSEMBLY , CONTROLLER TRENCHING DETAIL QUICK COUPLER VALVE SCALE: N.T.S. SCALE: N.T.S. #524 SCALE: N.T.S. #522 SCALE: N.T.S. #532 SCALE: N.T.S. #535 NOSCAPe 'SNAP-TITE'WATERPROOF FLOW SENSOR CONNEC umy,• 4 CONNECTOR OR EQUAL FOR PROJECT: TRACT 15492 BY: MLD PROJECT: TRACT 15492 BY: MLD y a�' �°m °y NOW Zt TIONS. STATIC PRESSURE HIGH: 144 LOW: 130 STATIC PRESSURE HIGH: 144 LOW: 130 4 WIRE SERVICE LOOP LOOP SOURCE OF INFORMATION: CARLOS SOURCE OF INFORMATION: CARLOS A ENOUGH WIRE TO EXTEND WIRE SUPPLIER: CUCAMONGA COUNTY SUPPLIER: CUCAMONGA COUNTY - BUNDLE 6'ABOVE GRADE) ` '9" CLEAN BACKFILL-SEE SPECS PHONE NUMBER: (909) 987-2591 PHONE NUMBER: (909) 987-2591 FOR MATERIAL 90% COMPACTION HARDSCAPING(SEE NOTE#4) SPLICE BOX COVER WITH VALVE STATION/GPM: STATION: A-6 GPM: 48 VALVE STATION/GPM: STATION: 13-7 GPM: 43 Q� Q REQUIRED LOCKING TOP ETCHED'S.B.' \�J. Dffie ITEM: P.S.I. LOSS: P?/ ITEM: P.S.I. LOSS: '9lF o \p FF --AI.MUDE IN LAWN AREAS WATER METER SIZE: 2" 0 48 GPM 1.70 WATER METER SIZE: 2" 0 43 GPM 1.45 3• IN PLANTER AREAS PRESSURE REGULATOR: 2" 0 48 GPM 5.00 PRESSURE REGULATOR: 2" 0 43 GPM 5.00 z BACKFLOW DEVICE: 11/2" 0 48 GPM 12.00 BACKFLOW DEVICE: 11/2" 0 43 GPM 12.00 FLOW SENSOR: 11/4" 0 48 GPM 3.30 FLOW SENSOR: 11/4" 0 43 GPM 2.46 'v MASTER VALVE: 11/2" 0 48 GPM 2.65 MASTER VALVE: 11/2" 0 43 GPM 1.99 GATE VALVE(S): 1 21/2" 0 48 GPM 1.00 GATE VALVE(S): 1 21/2" 0 43 GPM 1.00 MAINLINE (CL. 315): 21/2" 2205 L.F.0 48 GPM 15.87 MAINLINE (CL. 315): 21/2" 378 L.F.0 43 GPM 2.22 AUTOMATIC VALVE SIZE: 2" 0 48 GPM 1.20 AUTOMATIC VALVE SIZE: 2" 43 0 GPM 1.20 PROVIDE 6'MIN.OF SAND TYP M 12• X 16•GREEN PLASTIC METER LATERAL LINE SIZE: 3/4" 40 L.F.0 8 GPM 2.06 LATERAL LINE SIZE: 3/4" 60 LF. 0 8 GPM 3.08 BEDDING AND SHADDING CONTROL WIRE SLEEVE BOX, CARSON OR EQUAL 1" 47 L.F.® 12 GPM 1.58 1" 40 L.F.0 12 GPM 1.34 DESCRIPTION O F REVISION SIZE PER PLAN,INSTALL NON-PRESSURE LATERAL UNE -- - ADJACENT TO PRESSURE 2" 5 L.F.® 48 GPM 1.62 11/4" 75 L.F.0 21 GPM 1.88 DATE APPROVED SLEEVE-SIZE TWICE DIAMETER 04 SUPPLY LINE. OF NON-PRESSURE LATERAL 2" 5 L.F. 43 GPM 1.32 LINE = i +� CITY of RANCHO CUCAMONGA i � TRACT 15492 PRESSURE SUPPLY LINE SLEEVE- IRRIGATION HEAD PRESSURE: 30.00 IRRIGATION HEAD PRESSURE: 30.00 SIZETWICE DIAMETER OF PRESSURE SYSTEM LOSSES SUBTOTAL: 77.98 SYSTEM LOSSES SUBTOTAL: 64.94 LANDSCAPE IMPROVEMENTS SUPPLY UNE FITTING LOSSES SUBTOTAL): SUBTOTAL): OTL 6EEVATION LOSSES/GAIINS (ELEV. X .433) +(12.05) ELEVATIONION LOS7.80 FITTING LOSSESSES/GAIINS (ELEV. X433) +( ,47) MILLIKEN AVE. s/o TERRA VISTA PKWY., NOTES: TERRA VISTA PKWY. e%o MILLIKEN AVE., TOTAL SYSTEM LOSSES: 73.73 TOTAL SYSTEM LOSSES: 69.96 MOUNTAIN VIEW DR. e/o MILLIKEN AVE. 1. ALL SLEEVES TO BE SCH.40 PVC. AVAILABLE PRESSURE LO 130.00 24 VOLT WIRES.TAPED AND (LOM: AVAILABLE PRESSURE (LOW): 130.00 2. EXTEND ALL SLEEVES 12'BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. BUNDLED AT 15 FT. INTERVALS ( ) DEFICIT OR (+) RESIDUAL PRESSURE: N56.27 (( ) DEFICIT OR (+) RESIDUAL PRESSURE: +)60.04IRRIGATIQN DETAILS RESIDUAL PRESSURE AFTER PRESS. REGULATOR 20.37 RESIDUAL PRESSURE AFTER PRESS. REGULATOR +)20.04 ' 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 2 CU. FT. PEA GRAVEL 'CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN 'CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN APPROVED BY: DATE : 11f--- 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TOTRAFFIC LOADS REFER TO CITY PRESSURE OF 94 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS PRESSURE OF 90 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS STD.(24' MIN.TO 36'MAX.DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). NECESSARY. NECESSARY. CITY ENGINEERJAR CE N o .24953 SLEEVING DETAIL 24 VOLT SPLICE PRESSURE LOSS CAL. 'A' PRESSURE LOSS CAL. 'B' DESIMND ARC DESIG GROUP ENDED - LANNDSCA A A E ARCH TECTURE SITE PLANNING SCALE: N.T.S. #533 SCALE: N.T.S. #540 = SCALE: N.T.S. SCALE: N.T.S. 1QAN1 CHURCH STREET,SUITE tos DRAWN RANCHO CUCAMONGA,CA 91730 SHEEN L-11 • MLD (909)484 2800 Fax: (909)484-2802 11 CHECKED DRAWINQ NO. RWK DATE 12/3/01 RLA NO. 283 _17 "73 - ARCHITERRA JOB No. 0071-5 SHEET OF PROJECT: TRACT 15492 BY: MLD PROJECT: TRACT 15492 BY: MLD STATIC PRESSURE HIGH: 144 LOW: 130 STATIC PRESSURE HIGH: 144 LOW: 130 SOURCE OF INFORMATION: CARLOS SOURCE OF INFORMATION: CARLOS SUPPLIER: CUCAMONGA COUNTY SUPPLIER: CUCAMONGA COUNTY PHONE NUMBER: (909) 987-2591 PHONE NUMBER: (909) 987-2591 VALVE STATION/GPM: STATION: C-6 GPM: 46 VALVE STATION/GPM: STATION: D-11 GPM: 47 ITEM: P.S.I. LOSS: ITEM: P.S.I. LOSS: WATER METER SIZE: 2" 0 46 GPM 1.60 WATER METER SIZE: 2" 0 47 GPM 1.70 PRESSURE REGULATOR: 2" 0 46 GPM 5.00 PRESSURE REGULATOR: 2" 0 47 GPM 5.00 BACKFLOW DEVICE: 11/2" 0 46 GPM 12.00 BACKFLOW DEVICE: 11/2" 0 47 GPM 12.00 FLOW SENSOR: 11/4" 0 46 GPM 2.82 FLOW SENSOR: 11/4" 0 47 GPM 3.30 MASTER VALVE: 11/2" fit 46 GPM 2.27 MASTER VALVE: 11/2" 0 47 GPM 2.65 GATE VALVE(S): 3 21/2" 0 46 GPM 3.00 GATE VALVE(S): 3 21/2" 0 47 GPM 3.00 MAINLINE (CL. 315): 21/2" 1393 L.F.@ 46 GPM 8.54 MAINLINE (CL. 315): 21/2" 1171 L.F.0 47 GPM 7.38 AUTOMATIC VALVE SIZE: 2" 0 46 GPM 1.20 AUTOMATIC VALVE SIZE: 2" 0 47 GPM 1.20 LATERAL LINE SIZE: 3/4" 40 LF.@ 5 GPM .86 LATERAL LINE SIZE: 3/4" 67 LF.0 8 GPM 1.91 1" 30 L.F.0 12 GPM 1.00 1" 46 L.F.0 12 GPM 1.58 11/4" 15 L.F.@ 15 GPM .20 11/2" 10 L.F.324 GPM .15 2" 10 L.F.0 46 GPM 1.55 2" 10 L.F. 47 GPM 1.62 IRRIGATION HEAD PRESSURE: 30.00 IRRIGATION HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL: 70.04 SYSTEM LOSSES SUBTOTAL: 71.49 FITTING LOSSES (100% OF SUBTOTAL): 7.00 FITTING LOSSES (10% OF SUBTOTAL): 7.15 ELEVATION LOSSES/GAINS (ELEV. X .433) +( 1.44) ELEVATION LOSSES/GAINS (ELEV. X .433) +(7.00) TOTAL SYSTEM LOSSES: 78.48 TOTAL SYSTEM LOSSES: 71.64 AVAILABLE PRESSURE (LOW): 130.00 AVAILABLE PRESSURE (LOW) 130.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: +)51.52 (-) DEFICIT OR (+) RESIDUAL PRESSURE: N58-36 RESIDUAL PRESSURE AFTER PRESS. REGULATOR +)19.52 RESIDUAL PRESSURE AFTER PRESS. REGULATOR 19.36 'CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN `CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN PRESSURE OF 98 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS PRESSURE OF 91 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS NECESSARY. NECESSARY. PRESSURE LOSS CAL. 'C' { PIRFuccl 101 SCALE: N.T.S. SCALE: N.T.S. SCALE: SCALE: SCALE: SCALE: SCALE: SCALE: SCALE: SCALE: /Np SCAPp e4 9�y VJA � Sgnatw l ne / Date OF Cj DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA- TRACT 15492 LANDSCAPE IMPROVEMENTS MILLIKEN AVE. s/o TERRA VISTA PKWY., TERRA VISTA PKWY. e/o MILLIKEN AVE., MOUNTAIN VIEW DR. e/o MILLIKEN AVE. IRRIGATION DETAILS APPROVED BY: DATE : ? p�-- CITY ENGINEER RCE No .24953 DESIGN ARCHITERRA DESIG GROUP REC DED MLO ' LANDSCAPE ARCHITECTURE SITE PLANNING 10621 CHURCH STREET,SUITE 106 N SCALE: DRAWN RANCHO 91730 SCALE: SCALE: SCALE: SHEET L-12 MLO (909)484-2800 FAX: (909)484-2802 CHECKED DRAWING NO. RWK DATE 12/3/01 RLA NO. 2834 " !- ARCHITERRA JOB No. 0071-5 SHEET OF PLANTING NOTES: 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. P (17 2. CONTRACTOR SHALL FOLLOW HE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. MATCHLINE - EE 'AA' � � � � '�" S MATCHLIN BB :. TERRA VISTA PARKWAY �+• ! _ o _ _ ' -...I 3. CONTRACTOR SHALL FAMILIARIZE HIMSELFMERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT.AT NO COST TO HE CITY,ANY • - . ► O s T-6 I-- DAMAGE OF SAID UNDERGROUND FACILITIES. S-13 - • S-7 A o to S-5 151 1 W 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE 14 X 3 T-2 ; L •• 25 1 W SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,HE PLANTING AREAS X 15 2 • 4rti S-13 ; HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND HE WORK APPROVED BY THE CITY. I S-3 I Bus STOP sti ti S-4 S-4 S-2 S-5 S-8 S-2 S-8 12 41 4 8 20 33 22 30 16 18 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY HE CITY AND LANDSCAPE ARCHITECT PRIOR TO T-2 = B INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE 15 3 - � OF THE CITY PRIOR TO EXCAVATION. S-4 VARIES 6'-6' 6-0•-10'-0• WALL FOOTING NOT 5-1 Y TERRA VISTA PKWY. SIDEWALK PLANTER w P_ RNV 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS 17 ' 33 BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF HE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- • . . . . . . ° ° o CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS I S-3 I SECTION B-B S-4 - A - __ OTHERWISE APPROVED BY THE CITY. • ° ° ° - - --- _ _ 7. QUANTITIES SHOWN ON HE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT 89 r X 26 N.T.S. 9 G 'yr{ ° ° 7 ._J MATERIALS INSTALLED SHALL BE GOVERNED BY HE INDICATED PLANT SPACING REQUIRED. ° S-9 S-5 J l S-10 �C S-10 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE i 7 °t S-3 ,9 ° ° ,. 8 V 2 B 44 I 1 U ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS x n 16 ° T-4 14 AND DETAILS HEREON. S-5 1 T-7 x L S-4 Y !' 362 V-1 S-7 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY HE CITY. s• ° ° 46 \LL21 x -- 13 ° V-2 3 21 10. HE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND X S-5 I S-5 Y 20 QUANTITIES L AMENDMENTS 6E INTO HBASED ESOIILIL TEST AT THE REQUIREDONRATES E(SEE RE 0 .F .SPECIFICATIONS). ROTOTIL HE REQUIRED X S-3 13 49 " , S-9 4 CY.NITROGEN STABILIZED SAWDUST 19 XER. . IL4 x S-10 ` x I I REF120 LBS GYPSUM 18 125 LBS GRO-POWER PLUS X xXER. REF. II.7 49 `� 11. LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO S-13 I EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS 137 - i► X S-4 SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY S APPROVAL PRIOR 15 I TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: X ! I S-9 INTRAVAIA ROCK AND SAND,INC. UPLAND, CA 14 W (909)982-6713 1111111. T-2 S-5 X W W ,5 4 ,8 z PLANT LEGEND x ; � W SYMBOL D z S-10 > CALL-OUT BOTANIC-NAME COMMON-NAME SIZE SPACING COMMENTS QTY, z i S-7 W I 49 X 31 Q W \ TREES /� I T-1 Brachychiton papulneus Bottle Tree 15 gallon 25'o.c. Standard 0 Q ` S_4 z W 0 Ow T-2 Cinnamomum camphora Camphor Tree 15 gallon 25'o.c. Standard 21 T-2 �j •Z. a T-3 Eriobotria deflexa Bronze 15 Mon 25'o.c. Standard 0 z 15 1 15 W I J XERISCAPE ASSESSMENT SYSTEM SUMMARY s� W _ Y O s 5 _ ,J I TRACT 15492 LANDSCAPE IMPROVEMENT I ♦ T-4 Koelreuteria bipinnata Chinese Flame Tree 36"Box 35'o.c. Standard 3 22 _jI j 4 C REFERENCE CLAIMEQ I G . �, pQ1I�ITS (Sheet�[Ref.1#) ® T-5 Lagerstroemia indica'Muskogee' Crape Myrtle 24"Box 20;o.c. Standard 0 A •.y A 5-24 -S- I I. LANDSCAPE(Point Value) T-6 Magnolia g.'St.Mary' St Mary's Magnolia 15 gallon 20 o.c. Standard 2 11 ` * - S-5 S-3 1. Water conserving plants. (20) 20 L-12/1.1 O • S-3 x 25 28 O T-7 Pinus canariensis Canary Island Pine 15 gallon 25 o.c. Standard 15 22 l 2. Turf limited to 25°k(45%residential).(20) 20 L-12/1.2 - / X ' ►5 XER. REF. II.4 X 2a 3. Plants grouped by watering need.(10) 10 L-1211.3 I S-5 x x SHRUBS 22 I 39 x 1 Q 4. Hardscape(non-irrigated)surfaces.(10) 10 L-121.4 X x X I S-4 x x 5. Permeable paving.(5) S-1 Festuca ovina glauca Elijah Blue Fescue 1 gallon 12"o.c. 33 X J 16 I x x 6. Low-water turf varieties.(5) Q S-2 Dietes bicolor Fortnight Lily 5 gallon 48"o.c. 63 x I S-5 x x x 7. Mulch provided in non-ground cover areas.(5) 5 L-1211.6 0 S-3 Grevillea'Noellii' NCN 5 gallon 60"o.c. 115 �7 x 11 r x I " x S_5 B. Soil amendments.(5) 5 L-1911.7 O S-4 Helictatrichan sempervirens Blue Oat Grass 1 gallon 24"o.c. 154 =- T-7 15 2 l T-2 12 O S-5 Hemerocallis hybrids(evergreen) Dayfily 1 gallon 24"o.c. mix yellow,orarxJe,pink 352 X - x 15 4 Totat Points Claimed: 70 - S-4 (Minimum Pants Required: 60) ® S-6 Lavandula dentata French Lavender 5 gallon 36"o.c. 0 1 5 S-4 X 13 XS-7 Nandina domestica'Compacta' Heavenly Bamboo 5 gallon 36"o.c. 183 16 I X S-13 =�:+ S-7 S-5 244 I I ;; !/►23 O S-8 Nandina domestica'Nana' Heavenly Bamboo 5 gallon 24"o.c. 48 S-7 24 T_2 72 k • S_5 MULCH NOTE: O S-9 Rosa banksiae Lady Banks Rose 5 gallon 8'o.c. 49 • �- CONTRACTOR SHALL INSTALL A 4"LAYER OF SHREDDED MULCH IN ALL I S-9 15 4 • ___ . 14 S-10 Rha ►ole is indica India Hawthorn 5 Mon 36"o.c. 161 10 SHRUB AREAS,MULCH SHALL BE WOOD FIBER MATERIAL AS MADE BY � Ph P 9a I S-13 � �' EARTHWORKS OF NORCO,CA.(909)538-3321 (OR EQUAL). SUBMIT SAMPLE 'Ballerina' OF ANY ALTERNATIVE MATERIAL PRIOR TO PURCHASE AND/OR S-10 ►4Q I 76 PLACEMENT FOR CITY INSPECTOR'S APPROVAL. O S-11 Juniperus H.'Wiftonii' Blue Carpet Jumper 5 gallon 36"o.c. 18 T-2 0 S-12 Teucrium chamaedrys Germander 1 gallon 24"o.c. 0 I 15 1 • " � • e S-13 Trachetospermum jasminoides Star Jasmine 1 gallon 24 o.c. 572 •• •• - •• PLANTING NEAR HARDSCAPE NOTE: VINES MATCHLINE - SEE 'B B' 1. TREES AND SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER + SPACING AWAY FROM WALKS,WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS V-1 Macfadyena unguis-cati Cat's Claw Vine 5 gallon 15 o.c. Train to waft 4 S-2 (EXCEPT FOR ROCKSCAPE). A V-2 Parhenocissus tricuspidata Boston Ivy 5 gallon 15'o.c. Train to waft 99 I 14 2. SHRUBS MAY BE PLANTED CLOSER TO ROCKSCAPE THAN ONE-HALF OF THEIR T-7 r I • TYPICAL VINE NOTE: ON-CENTER SPACING,IN ORDER TO ENCOURAGE GROWTH OVER ROCKSCAPE EDGES. 15 7 J V-2 + !, VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. CONTRACTOR 29 ; TO LOCATE VINES ON STREET-SIDE OF WALL 3. WHERE PLANTING SPACE IS RESTRICTIVE,TREES WHICH WOULD OTHERWISE REQUIRE 5 OR GREATER PLANTING SPACE MAY BE PLANTED WITHIN TWO FEET OF ROCKSCAPE, ° V-1 _ • ; PROVIDED THAT THERE ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE(SUCH AS • '� WALKS,WALLS.OR CURBS),BUT WITHIN THEIR NORMAL PLANTING SPACE REQUIREMENTS. TREES WHICH REQUIRE FOUR FEET OR LESS OF GROWING SPACE MAY 1V-2 BE PLANTED WITHIN 12"OF ROCKSCAPE.SUBJECT TO THE ABOVE RESTRICTIONS. S-5 � I, 33 T-4 30 ! '. 36 , TERRA-----, _ SHEET KEY MAP 1 z MT. VIEW DR. , �� MATCHLINE - SEE AA -. - DESCRIPTION OF REVISION " I �. ��Iy , --- I i 1 � � � DATE APPROVED IY SCALE: 1 30'" = I- -�-� - CITY of RANCHO CUCAMONGA i . ° PIL �- -- \- TRACT 15492 _ LANDSCAPE IMPROVEMENTS MILLIKEN AVE. S/o TERRA VISTA PKWY. TERRA VISTA PKWY. e/0 MILLIKEN AVE., 1 � MOUNTAIN VIEW DR. e/o MILLIKEN AVE. ti. � . : PLANTING PLAN SYMBOL LEGEND Y I+ � - _ Underground Service Alert VIES 5-0• TV-17-0• WALL FOOTING NOT APPROVED B 1 . DAT E -- AMLLIIQ=N AVE. SiDEWAL PLANTER AND'OR COBBLE ;N PUBLtC RNJ � - -� 3:,SLOPE MAX TREES sHRues PLAN CROSS REFERENCES / _�- --- -- ---= - - -scaP�, CITY ENGINEER RCE No. 24953 E... COBBLE IN PUBLIC RM •4 - - CJ OR PLANTER l 9Bti - oa;v�_. aLp s. DESIGN DED Gall: TOLL FREE CALL-OUT � � � i,� urn K,4 9� ARCHITERRA DE N GROUP SYMBOL CALL-OUT FOR NOTES AND LEGENDS, SEE THIS SHEET g W. ��, GPD Tym�LANDSCAPE ARCHITECTURE SECTION A-A / to SITE PLANNING 1 -800 SYMBOL FOR DETAILS, SEE SHEET L-17 # 10621 CHURCH STREET, A 91 30 N.T.S. *,N� �""1u DRAWN RANCHO CUCAMONGA, CA 91730 SHEE I ����� SIZE FOR SPECIFICATIONS, SEE SHEET L-19 _ �� * _Re�eWa L-13 ,,o -3t-026ate-_ *' ML� (909)484-2800 FAX: (909)484 2802 422-4133 (gal./bOx/BTF) QUANTITY QUANTITY FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 N.T.S. s� � -to - Date FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-7 ql oQ, CHECKED DRAWING NO. TWO WORKIN DAY BEFORE Y DI `�O F C N RWK DATE 12/3/01 RLA No. 2834 1 -7 q,3-L ARCHITERRA JOB No. 0071-5 SHEET OF M T 1 JI f-- w � LU S-10 T-6 20 — 15 3 w ' SPLANT LEGEND Will422 155 _ �� SYMBOL CALL-O_UT BOTANICNAME COMMON NAME SIZE SPACING COMMENTS CIT z T-6 TREES 15 1 '' f o ChYLfi 1 _ T-1 Bra lion T news Bottle lies 5 Bon 5 o c Standard 0 ndard 24 9a 2 __ R � � rj � ------ --$ :�.' ;�.• _ 70 _� I a O T-2 Cinnamomum camphors Camphor Tree 15 gallon 25 o.c. Standard 0 4 S-13 S-13 Q 45 S-4 _ °4°� T O T-3 Edobotria deflexa Bronze Loquat 15 gallon 25'o.c. Standard 6 S-8S-4 T-4 Koelreuteria bipinnata Chinese Flame Tree 36"Box 35'o.c. Standard 3 15 I • ' zA S_8 / VARIES '-666' 6-01 3-0'-T-0' WALL FOOTING NOT T-5 La rstmia indica'Musk'Muskogee' C Myrtle 24"Box 20'o.c. Standard 0 24 V 14 S-4 4 _ S • q ` ` TERRA VISTA PKWY. CDBBL SIDEWALK PLANTER IN PUBIC RMI ® roerape i P OR 13 1 r ___ 1 R� ` PLANTER 0 T-6 Magnolia g.'St.Mary' St.Mary's Magnolia 15 gallon 20'o.c. Standard 6 wA SECTION C-C ' _ K• ' * T-7 Pinus canariensis Canary Island Pine 15 gallon 25'o.c. Standard 0 '� • -{�_ T-1 S-13 N.T.S. O r L 28 41 / co kms. ~ ._~ 20 2 � _ / ) *r • , • ` S-5 SHRUBS co r\ S-7 1 `' �,- C � 6 "�� � S-1 Festuca Quina glauca Elijah Blue Fescue 1 gallon 12"o.c. 141 1 / _ °� f S-8 / 8 - - S-4 S-2 Dietes bicolor Fortnight Lily 5 Bon 48"o.c. 101 23 9a Q 9h Y 13 - 8 S-5 " ° - x S-3 Grevillea'NoeBii' NCN 5 gallon 60 o.c. 20 S-5 V 1 V-2 - - S2 20 W �� S-6 ] t7 " - . e S-4 t 1 Bon 24 . . 41 2 14 � Hefictotrichon sem�prvirens Blue Oa Grass o c 141 4 1 S-8 i 138 � _ s s 4 A •_ -_ \ S-7 22 -� '-- '_, 1 • - T-4 15 Q O S-5 Hemerocaft hybrids(evergreen) Daylity 1 gallon 24"o.c. mix yellow,orange,pink 174 Qr , %if it \ I �•�\ r r'i 15 20 1 -, • y ,• ° ° ° 1 S-2 1.44/ ® S-6 Lavandula dentata French Lavender 5 gallon 36"o.c. 57 �\ 18 \ S-7 C I - 14 / co Q S-7 Nandma domestica'Compacta' Heavenly Bamboo 5 gallon 36"o.c. 328 27 `S"• X D S-2 ""/,9 •^ '(/ Q S-8 Nandma domestica'Nana' Heavenly Bamboo 5 gallon 24"o.c. 31 12 *•' t S-10 V-1 t .,> O 15 5 S-9 Rosa bankstae Lady Banks Rose 5 gallon 8 o.c. 0 / \ 40 2 x' x Z S-10 Rhaphiolepis indica India Hawthorn 5 gallon 36"o.c. 193 'Ballerina' S-4 S-4 S-13 S-7 \ / S-7 - / 20 �\ \ 11 14 �— 23" / Q S-11 Juniperus H.'Witton' Blue Carpet Juniper 5 gallon 36"o.c. / 3 � 39 _ � , � O . '9A 121 ��, ® S-12 Teucrium chamaedrys Germander 1 gallon 24"o.c. V2 S10 \ 8I T-1 XER. REF. II.4 12 13 �'•. D * - `r 15 a S-13 Trachelospermum jasminoides Star Jasmine 1 gallon 24"o.c. 344 _ � � � � V-1 S-6 � VINES 16 S-10 / �'•i 0 V-1 Macfadyena unguis-cat Cat's Claw Vine 5 gallon 15'o.c. Train to wall 9 S-10 -< 31 A� _• � � V- 2 Parhenocissus tncuspidata Boston Ivy 5 gallon 15 o.c. Tram to wall 104 r; S 16 92Ole - 119 • r • o r S-7 '. �•r • •i 20s ••r _. -4 118 15 *- r S-2 S-1 T-1 ` 0 TYPICAL VINE NOTE: 16 . 15 s ` VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. CONTRACTOR S, � d- �.,<, � '• TO LOCATE VINES ON STREET-SIDE OF WALL. V-1 ° 3_4 P 59 \ 5 • 40 R o a o \ : S-5 S-1 0°0 35 ¢oe S-13 60 Oo04 •\ T-4 / 42 ,\ t : ^. . , . VARIES '-6'-5'6' 4'-0' 3-0•-7-0' WALL FOOTING NOT 9 ° TERRA VISTA PKWY. COBBL SIDEWALK PLANTER IN PUBLIC R/W S-8 V-2 / OR PLANTER 33 T-3 ,3 , • .� . ` s-5 SECTION D-D \2L5/ 24 N.T.S. S-10 S-7 29 16 A_ _ 4 O2388 "Y V-2 �` �] S-5 V-1 ••� -A �] / �V 34 3 • •u� �� lb 0qR­ 0 S-3 �� 7 • 12 , S-5 i 8910 SCALE: 1" = 30' 0 T-3 x S-7 SHEET KEY MAP x DESCRIPTION OF REVISION O I 1 � • I DATE APPROVED x x _ I I s „ 5 = - -- I � � � CITY of RANCHO CUCAMONGA- 33 J TRACT 15492 , s-,3 ' �� SYMBOL LEGEND AND APE IMPROVEMENTS 70 \ L SC % �• �`. S-11 ' TREES SHRUBS �\T MILLIKEN AVE. s/o TERRA VISTA PKWY., 1.4 86 _ ` \ TERRA VISTA PKWY. e/o MILLIKEN AVE., �' • y . J CALL-OUT MOUNTAIN VIEW DR. e/o MILLIKEN AVE. s-, SYMBOL CALL-OUT I i f , \\� Fcs,F A N T I NG PLAN �_ 96 SYMBOL / P L 2 _. I i - SIZE _ --�-� i Underground Service Alert , (gal./box/BTF) QUANTITY� s_, QUANTITY _ APPROVED BY: DATE . \ \ F CITY ENGINEER �.� RCE No. 24953 51 - � / �DSCAP hum • gym' 1.4 9 �� �• \ ARCHITERRA UES N GROUP Call: TOLL FREE �` • - PLAN CROSS REFERENCES I ay, DESIGN ''nn / a LANDSCAPE ARCHITECTURE V' , S-1 � '^'� GPD SITE PLANNING 11 / �I w 0 . 10621 CHURCH STREET, SUITE 106 FOR NOTES AND LEGENDS, SEE SHEET L-13 P,N� ronau,e DRAWN RANCHO CUCAMONGA, CA 91730 SHEET ((�� 1 800 ��� FOR DETAILS, SEE SHEET L-17 -�°° * - 3,Date--- * MLD (909)484-2800 FAX: (909)484-2802 L- 14 422-4133 FOR SPECIFICATIONS, SEE SHEET L-19 N.T.S. ��� Date- o� q ��, CHECKED DRAWN N0. FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-3 r °i pq� RLA No. 2834 I qJ '� jcS, �o F �p�j RWK 12/3/01 TWO WORKING DAYS BEFORE YOU DI FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-8 ARCHITERRA JOB No. 0071-5 SHEET OF s S S-11 PLANT LEGEND , G P SYMBOL o n 4 �'A CALL-QUI BOTANIC NAME QOMMON NAME SIZE SPACING COMMENTS 0M 1 SHRUBS<V TALL IN V 1 LINE-0OFT-3 1,�. $-1 TREES 5 1 6 � 37 T-1 Brachychiton populneus Bottle Tree 15 gallon 25'o.c. Standard 2 r _ X f� ' �� ����;' ,r '� S-1 . S-1 T-2 Cinnamomum camphora Camphor Tree 15 gallon 25'o.c. Standard 0 74 . • 4 WALL FOOTING 3'-19' 0-T 34$ 4'-0' 3S' VARIES , y S O T-3 Eriobotria dettexa Bronze Loquat 15 gallon 25'o.c. Standard 30 NOT IN PUBLIC P.NJ PLANTER COBBLE PLANTER SIDEWAL PLANT EF MOUNTAIN VIEW DR. , •� • • - S-12 S-12 85 �• f 49 + T-4 Koelreuteria bipirmata Chinese Flame Tree 36"Box 35'o.c. Standard 1 S- SECTION E-E S-12 100 IPA ® T-5 Lagerstroemia indica'Muskogee' Crape Myrtle 24"Box 20'o.c. Standard 0 N.T.S. 5 T-4 S-6 V-2 S-9 g-1 T-3 1A O T-6 Magnolia 'St.Ma St.Marys Magnolia 15 gallon 20'o.c. Standard 0 36 1 41 39 16 115 15 2 • • • �,� . . E 9 9 N' 9 9a , 84 � � % O T-7 Pinus canariensis Canary Island Pine 15 gallon 25 o.c. Standard 0 " /—T-1 V-1 S-4 V-1 S-10 S-3 S-3 S-6 S-12 S-2 S-12 \2L 3 12 1 71 20 I 14 29 46 52 A 1 � 1 S-1 / SHRUBS s-4 CHLI - E S ET 1 16 78 1 79 0 81 2 1 1 179 S-1 Festuca ovina glauca Elijah Blue Fescue 1 gallon 12"o.c. 1298 r.l` �. -" +'s _ L `= S-1 S-2 Dietes bicolor Fortnight Lily 5 gallon 48"o.c. 57 S-6 x x x x x 19 - r - - S-1 / Qx S-3 Grevillea'Noellii' NCN 5 gallon 60"o.c. 39 O S 4 II 4 Hellctotnchon se pennrens Blue Oat Grass gallon 2 o.c. 29 124 _ m 1 " XER. REF. I1.4 30 y - S-1 , O S-5 Hemerocallis hybrids(evergreen) Daylily 1 gallon 24"o.c. mix yellow,orange,pink 63 T-1 S-13 T-3 S-13 T-3 T-3 _ S-12 43 15 1 _ 15 3 — — — — 15 8 15 1 -- — —"� � s-6 � 2 S-e 30 ' MOUNTAIN VIEW DRIVE - 19 117 ® S-6 Lavandula dentata French Lavender 5 on 36"o.c. 18 20 _ C) Q S-7 Nandina domestica'Compacta' Heavenly Bamboo 5 gallon 36"o.c. 47 V-2 (f -2 , y S 13 •• � Q S-e Nand'rna domestica'Nana' Heavenly Bamboo 5 gallon 24"o.c. 20 t� 3 7 S-10 2 O S-9 Rosa banksiae Lady Banks Rose 5 gallon 8'o.c. 34 20 �� • 3 ' 0 S-10 Rhaphiolepis indica India Hawthorn 5 gallon 36"o.c. 159 66 (n 'Ballerina' tam(1 O S-11 Juniperus H.'Witton' Blue Carpet Juniper 5 gallon 36"o.c. 69 S-5 S-3 �/ � o S-12 Teucrium chamaedrys Germander 1 gallon 24"o.c. 494 48 5 ` � ,7- •• / e S-13 Trachelospermum jasminoides Star Jasmine 1 gallon 24"o.c. 240 S-7 65 VINES 33 X, / V-1 Macfadyen unguis-catCat's Claw Vine 5 gallon 15'o.c. Train to wall 7 X' ' x TYPICAL VINE NOTE: V_1 A V-2 Parhenocissus tricuspidata Boston Ivy 5 gallon 15'o.c. Train to wall 89 �• r ►' VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. CONTRACTOR 2 64 • TO LOCATE VINES ON STREET-SIDE OF WALL. T-3 O \ 15 7 10 - _ S-13 S-5 \ . 70 o s-11 s-7 --/ 8 6 o 0 J� i- S-12 V-1 \ " or Am. 52 1 S-11 S-1 25 ` 74 S-1 • _`V 30 21 5 - «.� WALL FOOTING NO4 '-13'-0' 4'-0' 3'-6' VARIES \ • _�> c J IN PUBIC RW PLANTER "SIDEWALKq COBBL • -- O MOUNTAIN VIEW DR. 3:1 SLOPE MAX IN RNV ORS-1 PLANTER 5-12 5- S-1 24 { SECTION F-F 24 5 98 • T-3 N.T.S. S-1 S-1 • S-1 19 S-2 61 29 _ 5-10 S-9 S-1 S-12 S-1 • S-1 S-5 68 18 67 47 57 19 M 6 ` • r T-3 � - � , ,�� S-12 V-2 15 5 I t 60 y T-3 15 27 F 1 59 , S-, 15 1 • � • •-�� 1 W S-12 35 W -' S-1 31 _ S-1 38 SCALE: 1" = 30' x - S-1 20 I: w -7- 3� 24 --- - —r , SHEET KEY MAP W � F _ —� DESCRIPTION OF REVISION W I S-13 _ _ 1 1 DATE APPROVED J r 40 �--�-� CITY of RANCHO CUCAMONGA— TRACT 15492 < 1 _ , LANDSCAPE IMPROVEMENTS MILLIKEN AVE. s/o TERRA VISTA PKWY., TERRA VISTA PKWY. e/0 MILLIKEN AVE., -- MOUNTAIN VIEW DR. e/o MILLIKEN AVE. PLANTING PLAN Y I+ � - 11 � I � 1 Underground Service Alert SYMBOL LEGEND PLAN CROSS REFERENCES 3 / _ APPROVED BY: _ DATE : j oma. - TREES SHRUBS ,� ��� , �a * �umwF 4,9 CITY ENGINEER RCE No. 24953 • Call: TOLL FREE FOR NOTES AND LEGENDS, SEE SHEET L-13 i 96y as'. oda c' DESIGN ARCHITERRA DESI GROUP FOR DETAILS, SEE SHEET L-17 g �� �? a GPD LANDSCAPE ARCHITECTURE CALL-OUT � SITE PLANNING FOR SPECIFICATIONS, SEE SHEET L-19 �I 10621 CHURCH STREET, SUITE 106 1 _800 SYMBOL SYMBOL CALL- FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-4 �" �.e -- j DRAWN RANCHO CUCAMONGA, CA 91730 SHEE-f L-15 NI{� ate -- /� ' MLD (909)484-2800 FAX: (909) 484-2802 - _ SIZE FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-9 N.T.S. 422 4133 (gal./box/BTF) QUANTITY sgT�2 Da1e o�?`P' CHECKED DRAWING NO. QUANTITY TWO WORKING DAY BEFORE YOU DIG 0 F C p�� RWK DATE 12/3/01 RLA No. 2834 , 4 3—L ARCHITERRA JOB No. 0071-5 SHEET OF P � 4 Q o A � v 0 � Q a O a o � a PLANT LEGEND Q o SYMBOL a o � RETAINING WALL PER CALL-OUT BOTANICALNAME COMMON NAME SIZE SPACING COMMENTS DIY. A P CIVIL ENG.'S WALL PLAN, SHEET L-24 TREES a !, o A R- 0 T-1 Brachychiton populneus Bottle Tree 15 gallon 25'o.c. Standard 38 V-2 w S-6 T-3 \� TCy phora Camphor Tree 15 gallon 25'o.c. Standard 0 O 15 1 10 16 � ,7 T-2 Cinnamomum cam 2i /� . q�• \ a� O T-3 Edobotria deflexa Bronze Loquat 15 gallon 25 o.c. Standard 5 S-7 , S-3 F� '' 0 i p 45 6 2p^ � � 44 � O T-4 Koelreutena blptnnata Chinese Flame Tree 36 Box 35 o.c. Standard 3 13 f • : T-1 V'2 s; ^I% TRC '�` ® T-5 Lagerstroemia indica'Muskogee' Crape Myrtle 24"Box 20'o.c. Standard 12 14 K�Q ti✓ Y` 158 » x ,� I l�V� • O T-6 Magnolia g.'St.Mary' St.Mary's Magnolia 15 gallon 20'o.c. Standard 0 V-2 - 25 T 7 Pinus canaliensis Canary Island Pine 15 gallon 25 o.c. Standard 0 �J�� ti , _, 4 � ^Rr� . r ,2 S_6 FSC 3 0 r, T� x 5 T-1 S-5 WALL FOOTING NOT s' 1s e'o" a' 23' ALL FOOTING NOT 11 S-5 23 ,r� 15 1 SHRUBS IN PUBLIC RMI PLANTER OR q SIDEWALK PLANTER OR IN PUBLIC RNV 1 PLANTER/COBBLE COMBO PLANTER!COBBLE COMBO 112 S-6 S-6 T-5 » 21 4 2 S-1 Fesluca Quina glauca Elijah Blue Fescue 1 gallon 12"o.c. 0 18 • . , S; 0 S•2 Dietes bicolor Fortnight Lily 5 gallon 48"o.c. 172 » i S-6 S-5 SECTION G G " .6 10 . x vlAea N An NCN 5 Aon 60 o.c. S 3 Gre oe 73 0 9a N.T.S. S-4 4 " • ° ° ° ° O S Helictotrichon sem rvfrens Blue Oat Grass 1 Aon 24 o.c. 360 S-2 T-1 T-4 + 8 S 7 S-2 pe gallon 72 _ 6 ` 15 1 36 1 • S-4 16 . o \ 12 " V O S-5 HemerocaAis hybrids{evergreen) Daylily 1 gallon 24 o.c. mix yellow,orarx�e,pink 344 S-5 10 0 . •• 1 t S-7 17 S-5 S-2 ++ 5 T-3 ® S-6 Lavandula dentata French Lavender 5 gallon 36"o.c. 284 151 13 Q S'7 Nand'Ina domestica'Compacta' Heavenly Bamboo 5 gallon 36"o.c. 445 ,1 S-3 S-6 11 S_g S-2_ ° , j _. r18 0 S-8 Narndnna domestica'Nana' Heavenly Bamboo 5 gallon 24"o.c. 35 S-5 17 ° •. 14 8 15 •° i \— ° T-1 O S-9 Rosa banksiae Lady Banks Rose 5 gallon 8'O.C. 0 13 x x T-5 S-5 _ 15 4 x ° T-5 242 27 S-10 Rhaphiolepis indica India Hawthorn 5 gallon 36"o.c. 0 - w 71 . _ � S-2 'Ballerina' O ° "N V7 T-3 S-11 Juniperus H.'Wiltonri' due Carpet Juniper 5 gallon 36"o.c. � ° 15 S-6 S-2 x x XER. REF. IL4 16 i x ° S-4 ® S-12 Teucrium chamae Germander 19aon 24 p o.c. S-4e S-13 Trachelospermum jasminoides Star Jasmine 1 gallon 24"o.c. 11 16 19 S-7 6 X . • i, S-7 S-4 S-2 AZ ` 51 VINES 20 32 _� 0 V-1 Macfadyena unguis-cat Cats Claw Vine 5 gallon 15'o.c. Train to wall 0 S-3 + 14 ��_ H • r S-4 V-2 S-4 S-3 V-2 21 V A V-2 Patenocissus tricuspidata Boston Ivy 5 gallon 15'O.C. Train to wall 137 S-6 1 18 8 22 70 S-2 • f 15 `� r 125 s-6 8 I T-1 ` 17 S-6 ' S-4 14 9 S-5 • 17 7 S-6 S-7 S-2 S-7 T-1 r p 15 T-5 51 9 „ S-229 S-6 S-3 15 _ S-7 11 24 14 35 S-4 ° 39 — R �1 R °° T-3 23 t ; T-1 V-2 S-5 c 1-1 R " e t;� 15 1 9 T-3 15 1 126 VINE NOTE: T-5 S-4 S-5 S_7 15 1 24 25 , CONTRUCTOR TO PLANT VINES AT END OF S-4 x RETAINING WALL ADJACENT OF WALKWAY. 242 6 23 17 t S-5 Opp 128 ° 1 S-6 S-3 T-1 T-4 22 S-5 0, S-6 20 8 153 362 36 � S-4 S-4 . •x 7� 10 T-5 1\15 27 41 S-5 x x x .° . + » . - ' S-7 T-1 S-4 • • S-6 18 Z r- ,• ` WALL FOOTING NOT T'15 r!'-0" �� T-1G WALL FOOTING NOT *'x. 9 n 3 16 IN PUBLIC RAN PLANTER OR SIDEWALK COBBLE I PLANTER IN PUBLIC RNV S-57 PLANTERICOBBLE COMBO 3:1 SLOPE MAX. 14 S'S V-2 S-4 S-7 S-8 S-2 • �_� - _ � o°a S-4 V--2 S-6 25 13 16 23 18 3 S-4 „ S_2 16 17 s-4 15 C7 S-3 20 ° a_ 20 s-3 SECTION H-H •�� 9 7 •" 7 N.T.S. ° • #�+ S-7 ° T-3 S-5 . 23 8 . S-5 T2p S-4 « t Tj9� TYPICAL VINE NOTE: 9 s-2 . •. s-7 M,q Tc ��Q TO LOCATVINES E VINWN ES ON N BACK OLTRAAIIL SIDE OF HR GRAPHIC E4WALL CONTRACTOR 6 •s' 17 S 8 V_2 SCALE: 1" = 30' 41 MAT - s SHEET L-15 � A` _ SHEET KEY MAP h s-s T-, s-s -- -V' DESCRIPTION OF REVISION 11 15 6 18 DATE 1APPROVE0 CITY of RANCHO CUCAMONGA- TRACT 15492 LANDSCAPE IMPROVEMENTS \ MILLIKEN AVE. S/o TERRA VISTA PKWY., TERRA VISTA PKWY. e%o MILLIKEN AVE., —� MOUNTAIN VIEW DR. e/o MILLIKEN AVE. PLANTING PLAN Underground Service Alert Y / APPROVED BY: . ° DATE :SYMBOLLEGEND PLAN CROSS REFERENCES / f—_ _ pR��__ - /NDSCApF 4 CITY ENGINEER RCE No. 24953 TREES SHRUBS I9m Krumw,�a 9�, ARCHITERRA DESI N GROUP Call: TOLL FREE 9 y DESIGN REO DED FOR NOTES AND LEGENDS, SEE SHEET L-13 4 / %�2 a GPD LANDSCAPE ARCHITECTURE v (P to 1 SITE PLANNING CALL-OUT FOR DETAILS, SEE SHEET L-17 j w 0 10621 CHURCH STREET, SUITE 106 1 -800 SYMBOL CALL-OUT FOR SPECIFICATIONS, SEE SHEET L-19 ��A,µ� 4 a�a:�.e RAWN RANCHO CUCAMONGA, CA 91730 SHEET L-1 6 IIIII� - * enewa e — * MLD (909)484-2800 FAX: (909)484-2802 SYMBOL FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-5 --- N.T.S. = 422-4133 SIZE FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-10 ��. ba,e - (gal./boxBTF) QUANTITY QUANTITY ,q Q, CHECKED DRAWING NO. \\r\o F c N RWK DATE 12/3/01 RLA No. 283 -L TWO WORKING DAYS BEFORE Y DI - ARCHITERRA JOB No. 0071-5 SHEET OF 'L r 5 NOTES N 1 ( LEGEND: ^/ ` 1 REMOVE NURSERY STAKES 2,STAKES• 1. GALV.TURNBUCKLE. 1/ ^ }� PARALLEL WN 0 BE PLUMB AND E CN ` f.STAKE TREE PERPENDICULAR +a► ,,,..r..,,• 2. REDWOOD DEADMAN PEA DETAIL,PLACE Fr C1 v TO PREVAILING WIND S g �S``dl1�X•' AT 90°TO GUY WIRE IN .l^lJ f�. 1 v • 8 3. NATIVE SOIL BACKFILL. ^ki �v IN E �V` v v v TIGHTLY COMPACTED 3'BERM TO FORM ` - DEPRESSED WATERING BASIN tJ TOP TIE TO BE PLACED AS LOW v v TOP OF STAKES BELOW HEAD 4' NATIVE S Qp�,`� ALLOW FOR WIND FLEXING LOFTHETREE OF TREE WHERE SPECIES GROWTH TOP OF ROOTBALL TO �� 4'WOOD CHIP MULCH. / TOP OF ROOTBALLTOEX/ENDt BUf NOT SO LOW AS TO LOSE SUPPORT HABIT PRINTS EXTEND 2'ABOVE \i {` ABOVE FINISH GRADE ORIGINAL GRADE 5. NEW RUBBER HOSE OVER WIRE AT POINT OF OR ALLOW THE HEAD TO DROP MAIN TRUNK FINISH GRADE NATIVE BACKFILL WIT HNOROCKS GREATER THAN T DIAMETER 2 CONTACT. TOP OF STAKES BELOW Q SETS OF CINCH TIES 7 HEAD OF TREE WHERE < 4ACED24'APART ATTACH 3'BERM TIGHTLY COMPACTED IN G. (3)DOUBLE-STRAND GUY WIRES SPACED SPECIES GROWTH HABR PERMTS. EQUALLY AROUND TREE.COVER W/WHITE MAIN TRUNK W/GALVANIZED SCREWS T03' PVC 112•DIA.TUBING.LENGTH t 3'. 12'MAXIMUM LODGE POLES PUCE TO FORM WATERING BASIN (21 SETS OF CINCH TMS SPACED t4' APART ATTACH WOHGALVANIZED 2'DIA LODGE POLE PINE STAKES SCREWS TO V LODGE POLES TOP OF ROOTBALL TO EXTEND 7. 3'HIGH EARTH BERM WATERING BASIN. t'DIA LODGE POLE PINE STAKES ?ABOVE FINISH GRADE DRIVE AN OF 6'011 WITH WOOD IVATIVE STAIN, INTO N WITH WOOD PRESERVATIVE STAIN. DISTURBED SOIL AND POSITION 8. PUNT PR TO BE 3X THE WIDTH OF THE ND SiuRBE D SOI�AND POS TION ORIGINAL GRA STAKES OUTSIDE ROOTBALL ROOT BALL ROOT BALL ACTED ROOTBALL d 2•SHALLOWER THAN THE ROOTBALL STAKES OUTSIDE ROOT BALL N PLACE TO FORMT—3b BERM TIGHTLY�WAATTER NGMINIM 0 ARBOR GUARD IN TURF AREAS AND BASIN LOCATED OUTSIDE OF PLANT PIT TO BE(2)TIMES THE FRONT YARDS. PUNT PI T. — WIDTH OF THE ROOT BALL. WIDTH OF THE I 9.ROOT BALL. PLANT PITOF TO BE(7 TIMES THE B TOP OF ROOTBALL i0 EXTEND 2' - BALL - ABOVE FINISH GRADE. 00, TIGHTLY COMPACTED f'BERM TO FORM NOTE: WATERING BASIN FOR RESIDENTIAL AND WITH GROUND COVER INSTALLATIONS.LOCATE NO ROCTVE KS ACKFILL ER A. INSTALL GUYS HAND-TAUT TO PREVENT AREAS TO BE REMOVED PRIOR TO CIOUTSIDE OF PLANT PIT BERMS IN ITY THAN 3'DIAMET R� DEFORMATION OF UMBS. ACCEPTANCE ,l NATIVE BACKFILL WITH NO 3 4 9 PIANS PIT TO BE(2) ROCKS GREATER THAN 3' S THE B. ALTERNATE DEADMAN ASSEMBLY: — THE ROOT A DTH OF DIAMETER 2)(018 RDWD. 'DUCKBILL'TREE ANCHORING SYSTEM. n-I L `D UNDISTURBED NATIVE SOIL UNDISTURBED NATIVE SOIL. :�r I 2)(018 RDWD. �� NOT GUY WIRE PER `� RO T BALL fj� UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE NOTES STAKKEE (2) SPECS. 1 j��R�_ NATIVE BACKFILL WITH NO UNDISTURBED NATIVE S01 `F`r ROCKS GREATER THANS'DU. OF ROOT BALL DO NOT CRACK ROOT BALL i. IINTANR"S GLEMMTTEDROCBYLOOSENINGALLROOTSATEDGE CESl-. rk•n. - OF ROOT RALL DO NOT CRACK ROOT ALL - �TT,�� NATIVE BOIL UNDISTURBED NOTES L TWICE ROOT BALL WIDTH _f 1. REMDVENUR3ERYSTAKES r �l 2.STAKES TO BE PLUMB AND PARALLEL DEADMAN DETAIL 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND TREE GUYING TREE PLANTING TREE PLANTING ON SLOPE SHRUB PLANTING SHRUB PLANTING ON SLOPE SCALE: N.T.S. SCALE: N.T.S. # 502 SCALE: N.T.S. # 505 SCALE: N.T.S. # 506 SCALE: N.T.S. # 507 NE HALF OF SPACING LIMIT OF PUNTER AREA REQUIREMENT 4.OF COMPACTED WOOD CHIP HARDSCAPING(CONCRETE HEADER, MULCH CURB d GUTTER,SIDEWALK,ETC.) INISH GRADE 12' e� n O QUA SHOVEL CUT EDGE COMPACTED NATIVE SOIL NOTE: 1 NOTES ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON 1. PRIOR TO PURCHASE PLACEMEN?OF THE MULCH,THE CONTRACTOR SHALL PLANS SEE LEGEND FOR SPACING REQUIREMENTS SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL 2, MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND 2 WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR INTO EDGES AT GROUND COVER AREAS SIMLAR 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 LIMITS SEE LEGEND FOR SPACING REQUIFEMENTS. 4. PLACE NO MULCH WITHIN A 6'RADIUS OF THE CROWN OF A WOODY PLANT 3.SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES OF PLANT MATERIALS PLANT QUANTITIES INDICATED ON THE LEGEND ARE ESTIMATES ONLY. SHRUB SPACING MULCH LAYER £ SCALE: N.T.S. # 508SCALE: N.T.S. # 509SCALE: SCALE: SCALE: pD SCAPF 4 umw419 Qve UT W C7 J A - 5-igna(vre eneV' a e DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA— TRACT 15492 LANDSCAPE IMPROVEMENTS MILLIKEN AVE. S/0 TERRA VISTA PKWY., • TERRA VISTA PKWY. e/0 MILLIKEN AVE., MOUNTAIN VIEW DR. e/0 MILLIKEN AVE. PLANTING DETAILS APPROVED BY: DATE :1 //do,-- CITY do- CITY ENGINEER RCE No .24953 _ DESIGN ARCHITERRA DESI N GROUP REC DED " LANDSCAPE ARCHITECTURE SITE PLANNING 10621 CHURCH STREET,SUITE 106 SCALE: SCALE: SCALE: SCALE: DRAWN RANCHO CUCAMONGA,CA 91730 SH EE1 L_ 7 MLD (909)484-2800 FAX: (909)484-2802 CHECKED DRAWJNG NO. RWK DATE 11/30/01 RLA NO. 2834 - L ARCHITERRA JOB No. 0071-5 SHEET OF SPRINKLER IRRIGATION SPECIFICATIONS 2. Provide one controller chart for each controller sequence. d. Pressure rating in N.S.I. 4. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves with the adjoining grade. The Contractor shall set in place,cap and inadequacies of coverage due to deviations from the Drawings, or e. NSF (National Sanitation Foundation) approval installed within on-grade landscaped areas. Carson Industries# pressure test all piping under paving 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 L Date of extrusion 1419-12B 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. Use 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 seal of approval. within on-structure landscaped areas. Carson Industries No. 910-12B 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 part of the Contract cost. Permission to cut or break 8. Upon completion of each phase of work,the entire system shall be necessary 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 Citv 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 MAINTENANCE & 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 shown on the Drawings and/or specified susceptible to traffic loads. period of seven (7) days 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: & The City of Rancho Cucamonga reserves the right to waive or shorten the 1.02 QUALITY ASSURANCE& REQUIRF:Mi~NTS mils. 3. Pipe shall be made from NSF approved,Type I,Grade II 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 he 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(2.01B),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 2.01B of the Specifications. S. 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 FiNAL SITE 013SERVATiON PRiOR TO ACCF.PTANCF C. Ordinances and Regulations All local,municipal and state laws,and rules D. Brass Pipe and Fittings: p. 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 part of these Specifications,and their telephone number, and which lists each installed equipment 1. 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. Anv items deemed not acceptable by provisions shall be carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federal Specification #WW-P-351. or control wiring shall be Schedule 40 P.V.C. or approved equal. the City of Rancho Cucamonga shall be reworked to the complete satisfaction these Specifications shall not be construed to conflict with any 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 #WW- 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 R 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 provisions 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 provide a base for mounting the automatic sprinkler controller and 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 type. terminal strip. wrench pressure is all that is required. Where threaded PVC A. The Contractor shall he 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 days 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: 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(1 1/2" and smaller) 4. A terminal strip shall be provided,clearly indicating the proper other and twelve (12) inches from lines of other trades,with the 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. Lateral 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. Q 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 Valve (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 every 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 2. All miscellaneous irrigation equipment shall be as specified or Drawings. 7. Coverage test-48 hours 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, supplied b Watts or eq PART 3 _ EXECMON $ pp • y 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 valves shall be installed per detail. B. When observations have been conducted other than the City of Rancho Cit of Rancho Cucamonga. 1. 120 volt power connection to the automatic controller shall be performed,the Contractor shall assume full responsibility for any Y $ Cucamonga, show evidence in writing of when and by whom these revision necessary. G. Qpick Coupling Valves: 3.01 OBSERVATION OF SITE CONDITIONS provided by the Contractor. 1.04 PRODUCT DFLIVERY,STORAGE AND HANDLING •have All scaled dimensions are approximate. The Contractor shall check and verify 2. All electrical work shat] conform to local code's,ordinances and union observations were made. 1.03 SUBMITTALS 1 Quick coupling valves shall have a brass, two-piece body designed for all size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction. C. No site observations will commence without"As-Built" record drawings. The 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 storm PVC t and fittings. All prior to proceeding with work under this Section. without completing previously noted corrections,or without preparing the $ pipe $ H. Remote Control Valves: P $P } P P $ 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 system for said visit. 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. B. Exercise extreme care in excavating and working near existing utilities. The allow specified by name in the Drawings and Specifications. No at any point. Any section of pipe that has been dented or damaged will be Contractor shall be responsible for damages to utilities which are caused by i. Install where shown on the Drawings. Where grouped together, allo his operations or neglect. Check existing utilities drawings for existing utility at least twelve ( al inches between adjacent valve boxes. Install each substitution will be allowed without prior written approval by the discarded,and if installed, shall be replaced with new piping. H. Backflow Prevention Units: locations. remote control valve in a separate valve box City of Rancho Cucamonga 1.05 SUBSTITUTIONS 1. Backflow prevention unit shall be of size and type indicated on the 2. Complete material list shall be submitted nor to performing an C. Coordinate installation of sprinkler materials including pipe, so there shall be L Flushing of System: P P Pe $ Y 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. Wye strainers at backflow prevention units shall have a bmnzed 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 a guide to proper submittal format: for approval: screwed boy with 60 mesh monel 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. #100B or approved equal. 1.01 Description Item No. Description Manufacturer Model 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 sure main line in between the int of connection and 3.02 PREPARATION 1 Backflow Preventer Febco 825-Y-BV P� piping p° has been accomplished to the complete satisfaction of the city of For concrete information refer to the Standard Specifications for Public Works 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 verifywith the local governing body as to A. Physical layout: 2 Automatic Controller Calsense ETI-24-DR charts for each item to be substituted. 8 $ Y Sections 4, 201,303,and 400,as well as any other sections related to the installation, 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. 1. 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 RCV 3. Provide the amount of cost savings if the substituted item is supply lines, routing and location of sprinkler heads. • approved. 1. Install the sprinkler heads as designated on the Drawings. Sprinkler PP L Check Valves: heads to be installed in this work shall be equivalent in all respects BI Building News 4 Etc. Etc. Etc. 2. All layout shall be approved by the City of Rancho Cucamonga prior to those itemized. 3055 Overland Avenue B. The City of Rancho Cucamonga shall have the sole responsibility in accepting 1. Swim check valves 2" and smaller shall be 200 and W.O.G.bronze to installation. $ Po 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--51D,Class A B. Water Supply: boxes,etc. No copies of manufacturer's literature(catalog cuts) are T iV Pce Drawings. case shall the spacing exceed the maximum } required as submittal information. 1.06 GUARANTEE 1. The irrigation system shall be connected to water supply point(s)of recommended b by the manufacturer. 1.02 Scope 2. Anti-drain valves shall be of heavy dutyvirgin PVC construction with connection as indicated on the Drawings. 3. Equipment or materials installed or furnished without ora approval A. The guarantee for the irrigation stem shall be made in accordance with the 3.04 TEMPORARY REPAIRS Furnish and install all concrete work complete w indicated on the drawings or as �L Pm prior PP $ $a Y F.I.P.FPthread 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 may be required to remove such materials from the site at his own these S P $ The City reserves the right to make temporary repairs as necessary t keep the y eq Specifications shall be filed with the City prior to acceptance of the draw•out from 5 to 40 feet of head. Anti-drain vale shall be similar to the Drawings. The Contractor is responsible for minor changes expense. irrigation system. the Valcon "ADV"ora roved equal. caused by actual site conditions. sprinkler system equipment in operating condition. The exercise of this right by the A. Furnish and set all reinforcing steel, bolts,and anchors. 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 co of the Guarantee form shall be included in the o guarantee as herein specified. B. Install all items required by other trades which are to be cast into concrete. ppro } p}• Aerations and J. Control Wiring: C. Electrical Supply: product or products apparently meet the requirements of the maintenance manual. 3.05 EXISTING TREES C. Concrete mow strips, footings for wails, fencing, posts, benches, etc.,where 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 applicable. 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) of connection as indicated on the shall contain the following information: burial copper wire AWG-U.F.600 volt. Control wiring installed in Drawings. Where necessary to excavate adjacent existing trees,the Contractor shall use all possible care to avoid injury to trees and tree e roots. Excavation in areas where two 1.03 Protection S. Manufacturer's warranties shall not relieve the Contractor of his control wire conduit within structure shall be made with AWG-TW (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 be placed imediately after concrete finishing. Contractor shall furnish, We hereby guarantee that the irrigation system 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 haven roots smaller than two lace and remove all of his own barricades. Contractor shall be 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 y g $ $ P responsible for any accordance with the Drawings and Specifications,ordinary wear and tear, unusual wire size be less than #14. 3.03 INSTALLATION (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand damage to new construction and replacement or repair of the work shall be made 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 materia] or trimmed, making clean cuts through. Roots one (1) inch and larger in diameter shall without added cost to the City.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, showing 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 Li 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 e the tree shall u 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. g trenches straight and support pipe continuously on bottom of 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 Upon completion u all concrete work and before final acceptance,the Contractor shall This set of drawings shall be kept on the site and shall be used only receipt of written notice. in the event of our failure to make such repairs or be to 3.06 FIELD QUALITY CONTROL remove all tools, surplus materials,apparatus,debris,etc. from the site and the site g p y p p ped together at intervals of fifteen (IS) feet. layout indicated on the Drawings and as noted. shall be left in a clean, neat condition acceptable to the City. as a record set. replacements within a reasonable time after receipt of written notice from the City,we authorize the City to proceed to have said repairs or replacements made at our 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 A. Adjustment of the System: 2. The Contractor shall make neat and legible notations on the record expense and we will pay the costs and charges therefore upon de; and. wire connection. Expansion curl shall be of sufficient length at each irrigation lines installed under paving or hardscaping. L The Contractor shall flush and adjust all sprinkler heads for drawing progress sheets daily as the work proceeds, showing the splice connection at each electric control valve,so that in case of optimum performance and to prevent overspray onto walks, work as actually installed. For example, should a piece of equipment PROJECT: repair,the valve bonnet may be brought to the surface without 3. Provide for a minimum of twenty-four(24) inches cover for all roadways,and buildings as much as possible. be installed in a location that does not match the plan,the Contractor disconnecting the control wires. Control wires shall be laid loosely pressure supply lines of three(3) inches or larger in diameter. must indicate that equipment has been relocated in a graphic LOCATION: in trench without stress or stretching wire conductors. 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 2• if it is determined that adjustments in the irrigation equipment will SIGNED: supply lines of two and one half(2 1/2") inches or smaller provide proper and more adequate coverage, the Contractor shall irrigation legend. The relocated equipment and dimensions will 5. All splices shall be made with Scotch-I;ak #3576 Connector Sealing PP Y make such adjustments prior to planting. Adjustments may also then be transferred to the original record drawing plan at the proper Packs, Rainbird Snap-Tite wire connectors.,or approved equal. Make include changes in nozzle sizes and degrees of arc as required. time. ADDRFSSFD: only one splice with each connector sealing pack. 5. Provide for a minimum of twelve (1 2) inches for all non-pressure g g lines. 3. Before the date of the final observation,the Contractor shall transfer PHONE DATE OF ACCEPTANCE 6. Field splices between the automatic controller and electric control all information from the"record drawing" prints to a sepia mylar or valves will not be allowed without prior approval of the City of 6. Provide for a minimum cover of eighteen(I 8) inches for all control 3. Lowering raised sprinkler heads by the Contractor shall be similar mylar material. Arrangements shall be made through the city PART 2 - PRODUCTS Rancho Cucamonga. wiring. accomplished within ten (10) days after notification by the City. for obtaining said sepia mylar or similar mylar 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 MATERIALS K. Automatic Controller. 7. 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 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 o rates at desi ressure. readable even on the final controller chart (see Section Q. The P� � g" p DESCRIPTION O F REVISION DATE APPROVED 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. g Testinof Irrigation System: Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga. performed. Trenches shall be carefully backfilled with the excavated CITY o f RANCHO C 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 1. 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 controller location is to be furnished by others. The or stones. Backfill shall be mechanically compacted in landscaped TRACT 15492 reference, such as building corners, sidewalk edges, road 2. Class 315 pipe shall be made from an NSF approved Type 1,Garde !, final electrical hook-up shall be the responsibility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting 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.) (Solvent-weld Note: Testing of pressure main lines shall occur prior to MILLIKEN AVE. s/o TERRA VISTA PKWY. 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 valves. the Drawings. No foreign matter larger than one-half (1/2) inch in size will be TERRA VISTA PKWY. e/o MILLIKEN AVE., 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 MOUNTAIN VIEW DR. e/o MILLIKEN AVE. 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 SPECIFICATIONS f. Routing of control wiring and locations of all splice boxes. 4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1 3. Provide and install one control valve box for each electric control of Rancho Cucamonga g. Quick coupling valves. PVC compound conforming to ASTM resin specification D1785. All valve. 4. Sustain pressure in lines for not less 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 APPROVED BY: DATE : ` (��- i. Other related equipment as directed by the City of Rancho 21-70. 1v Control Valve Boxes: sprinkler heads, lawn, planting,or other construction are necessary, watertight. a 9 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 l-1 NSF approved 1. Use 10" x 10-3/4" round box for all gate valves. Carson Industries City. 5. 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. #910-12B with green bolt-down cover or approved equal. Extension General Contractor and the City of Rancho Cucamonga. No pipe shall DESIGN ARCHITERRA DESI 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 Under Paving -2r- 1 E NDED P P ( be backfilled until it has been observed, tested,and approved in LANDSCAPE ARCHITECTURE Rancho Cucamonga. Delivery of the sepias will not relieve the 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings writing. GPD SITE PLANNING Contractor of the responsibility of furnishing required information 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 STREET,SUITE 106 that may be omitted from the prints. manufacturer. Carson Industries# 1419-12B with green bolt-down cover or approved concrete will be installed, shall be backfilled with sand (a layer four 6. Furnish necessary force pump and all other test equipment. DRAWN RANCHO CUCAMONGA,CA 91730 SHEE T equal. (4) inches below the pipe and six (6) inches above the pipe) and KPF (909)484-2800 FAX: (909)484-2802 L�18 C. Controller Charts: 7. All PVC pipe must bear the following markings: compacted in layers to 95%compaction,using manual or mechanical 7• When the irrigation system is completed,perform a coverage test in 3. Use 6"diameter x 8-3/4" dee round plastic valve box for all quick tamping devices. Trenches for piping shall be compacted to equal a. Manufacturer's name P P q the presence of the City of Rancho Cucamonga to determine if the 1. As-builts drawings shall be approved by the City of Rancho coupling valves. Carson Industries# 608-12 with green flex-lock the compaction of the existing adjacent undisturbed soil and shall be water coverage for planting areas is complete and adequate. Furnish CHECKED DRAWING NO. Cucamonga before controller charts are prepared. b. Nominal pipe size cover or approved equal. left in a firm unyielding condition. All trenches shall be left flush all materials and perform all work required to correct any RWK DATE 11/30/01 RLA NO. 2834 C. Schedule or class ARCHITERRA JOB No. 0071-5 SHEET OF PLANTING SPECIFICATIONS PART-L- GENERAL PART 2 - EXFCUTION C. Trees and shrubs shall be growing at a recognized nursery in accordance with 6.04 Responsibility and Coordination: 1.01 Scope of Work: good horticulture practices and shall be of the size and caliper normally 2.01 Protection: 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 he 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 until planting. is insufficient in size to carryout the intent of the planting plan will not more than 10 days from date of application. 1.02 Standards: accepted and will be replaced at Contractor's expense. 6.05 Non-Selective Herbicides: 2.02 Installation: All work and materials shall comply with governing codes,safety orders,standards, and regulations,and meet the minimum requirements of the Standard Specifications E. Sizes4f_Planis -Shall be as stated on the Plan. Container stock(1-gallon, 5 - 1 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 Selective pre-emergent herbicides compatible with seed mixtures (as recommended b accordance with the laws of the State of California. Native,On-Site Soil with rock no ter than 3" in diameter are made at no additional cost to the City. Except for authorized variations, p � � � Y S all substitute plant materials shall conform to the requirements of these the Pest Control Advisor) Gro Power Plus, 5-3-1 15 lbs Icy specifications. B. Contractor shall provide the landscape Architect and the City with a list of Iron Sulfate 2 lbsicy 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.) immediately and replaced with suitable plants. The City reserves the right to if in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in reject entire lots of plants represented by defected samples. 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 Control :advisor's recommendations. Damage Insurance,during entire course of the Construction Contract. The plant, to allow thorough water-in and establishment. amount of insurance shall be determined by City. H. Stake all trees,as per details immediately after planting to prevent wind damage. A. Prior to the installation of the irrigation system remove and clear all weeds 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. Landscape Architect and City to give starting and completion dates. I. Plant trees that are to be located in lawn or ground cover areas after finish 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 grades are first established and allow at least 7 calendar days prior to PAgZ3-__SOIL PREPARATION ARID_FINISILGR©I?ING 1" -2" below the surface of the soil. Physically remove all weeds from the site. and telephone number of the person in charge of 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_Z--l.ANDSCAPE 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 Provide all materials, labor and equipment necessary for,or incidental to performing Soil amendments shall be as recommended in the Agronomic soils report e9 � ry ,pe g 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 following: dimensions shown on the plans at the site prior to commencement of any B. Furnishing, 4.04 Trees Stakes: placement and grading,of topsoil for backfilling of planters if work under this contract. The Contractor shall verify the location and depthuired. of all underground utilities prior to start of work. r Tree stakes shall be lodge pole pine tree stakes.See tree staking detail on plans for Maintain all plants and planted areas. further information. Keep planted areas free of weeds and debris. C. Cleaning and finish grading of planters areas and planting areas. Prune trees and shrubs. C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all temporary utilities such as water,electrical power and gas as required 3.02 Topsoil' PART__5_-GROUND COVER-AND Fertilized all plants and planted areas.ND BEDDING PLANTS Irrigation. by him for the construction of the project. Temporary services shall be Scope co Insecticide spraying. coordinated with the City and other contractors on the job site. A. Existing on-site soils listed as'acceptable'under'Site Grading'specification. 5. pe of Work: D. Survey, Reference Points,and Elevations: The Contractor is responsible for Provide all materials and equipment and perform all work necessary for and 7.02 Fertilizers: B. Topsoil imported to site for use as fill, backfill in planters and mounding, � l� � �' establishing all surveys, reference points and elevations required by him, and shall be sand •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 shown on Tans for proper execution of site construction. } p } g reasonably implied, or delineated in the specifications. A. Commercial fertilizers with an analysis of 5-3-1-Gro-Po--Gro-Po-mer Plus,and 12-8-8 p p 1'e than 15%by weight. The boron content of this soil shall be no greater than 1 } pGro-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 E Traffic: The Contractor is responsible for all temporary traffic barriers and absorption ratio (SAR) shall not exceed 3.0 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 testing laboratory,approved by the project Perennials and Annuals: Provide healthy container grown plants from a recognized Cit or governing authorities. g g ry•' pp p 1 nursery,and of the species and variety shown on plans. B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and Y g g" Landscape Architect for analysis prior to use. Result of testing to be delivered 24%sulfur and shall be registered as an agricultural miner, with the State 1.05 Defective and Unauthorized Work- to City for approval. Soil test to include analysis and recommendations. 5.03 Ground Cover: Department of Agriculture in compliance with Article 2 - "Fertilizer Materials," 3.03 Soil Amendments: Section 1030 of the Agricultural Code. All work which is determined by inspection to be defective in its construction or Ground Cover. 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 acceptable to the Landscape Architect and City. 5.04 Mulch: Maintenance shall start immediately after landscape irrigation and planting. 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. Only 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 hart 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). Water area 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 Dav s. 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 mist 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 per 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 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" layer 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. Trees 24" box&larger 1 year 5.07 Protection: 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 Cover 120 days After rototilling operations are complete, grade areas to establish finish grades for final acceptance. as may become necessary until the end of the maintenance program. 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 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. 180-day maintenance period. Landscape Contractor shall replace and plant Provide all material,equipment,and labor necessary to perform all work as indicated PA$j$-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 system 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_SIIBIIBS 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 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 DESCRIPTION 0 F REVISION 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 DATE APPROVED Prior to the installation of an weed control materials the landscape Contractor shall day period, due to defective maintenance, then continue establishment until 1.09 Disposal and Clean-up: A. Nomenclature- Plant names indicated on the drawings conform the "Standard Y all work meets with the Specifications and can be approved. CITY o f RANCHO C Plant Names"established by the American Joint Committee on Horticulture. submit to the landscape Architect/City a list of the weed control materials and Remove all waste materials (including excavated material classified as unacceptable quantities per acre intended for use in controlling the weed types prevalent and Except for names covered therein, the established custom of the nursery isB. At termination of establishment period all plant material shall be 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 15492 landscape construction,and legally dispose of it. During the course of the work, shall furnish the Landscape Contractor and Landscape Architect and City data to replaced and brought to a satisfactory condition before final acceptance of remove surplus materials from the site and leave remises in a neat and clean demonstrate the compatibility of the weed control materials and methods with the r1' P B. Condition- Plants shall be symmetrical,typical for variety and species,sound, work will be made. All areas shall be neatl, raked and free of weeds. LANDSCAPE IMPROVEMENTS condition. Clean up and remove all remaining debris and surplus materials upon healthy,vigorous, free from plant disease,insect pests,or their eggs, and shall intended planting and seed varieties present. completion of work, leaving the premises neat and clean. The site shall be cleaned have healthy, normal root systems,well-filling their container, buy not to the MILLIKEN AVE. s/o TERRA VISTA PKWY. upon the request of the inspector. point of being root bound. Plants shall not be pruned at anytime,and in no TERRA VISTA PKWY. e/o MILLIKEN AVE., case shall [tees be topped. MOUNTAIN VIEW DR. e/o MILLIKEN AVE. PLANTING SPECIFICATIONS APPROVED BY: e e DATER/l`v.A- CITY ENGINEER RCE No. 24953 DESIGN ARCHITERRA DESIGN GROUP NDm GPD LANDSCAPE ARCHITECTURE / SITE PLANNING10621 CHURCH STREET,SU - 106 DRAWN RANCHO CUCAMONGA,CA1TE 91730 SHEET KPF (99)484-2800 FAX: (909)484-2802 L-1 9 CHECKED DRAWIN N0. RWK DATE 11/30/01 RLA NO. 2834 ARCHITERRA JOB No. 0071-5 SHEET OF T f A Y1`1 OL S ELECTRIC�4L �4BBREVI �,TIONS ELECTRICAL S�ECIFfG�4TIONS ELEG R G L S B 6 AT A. GENERAL A AMPERES ABv ABOVE L $COPE I. CONDUITS GENERAL SYMBOLS TYPICAL OUTLET CODING AF AMP FUSE OR AMP FRAME AFC AVAILABLE FAULT CURRENT (SYMMETRICAL) THE DRAWINGS AND THESE SPECIFICATIONS DESCRIBE THE SYSTEMS. FURNISH CONDUITS SHALL BE EMT, RIGID OR FLEXIBLE STEEL TYPE ABOVE GRADE AND NOTES: 1. MOUNTING HEIGHTS NOTED ARE DISTANCES MEASURED FROM THEJO CIRCLE OR DIAMOND DESIGNATES OUTLET BOX, CEILNG MOUNTED AFF. ABOVE FINISHED FLOOR ALL MATERIALS AND DO ALL WORK REQUIRED BY THE DRAWINGS AND SCHEDULE 40 PVC BELOW GRADE. FLEXIBLE STEEL CONDUIT SHALL BE MANUFACTURED DEVICE CENTERLINE TO THE FINISHED FLOOR OR FINISHED GRADE, ARCH. ARCHITECT SPECIFICATIONS. UNLESS SPECIFICALLY NOTED TO THE CONTRARY, FURNISH M ACCORDANCE WITH UL-I, USED ONLY FOR LIGHTING FIXTURE CONNECTION, SHORT MOTOR UNLESS OTHERWISE NOTED. 01 BRACKET DESIGNATES OUTLET BOX, WALL MOUNTED AT +16' UNLESS AS AMP SWITCH AND INSTALL ALL NEW MATERIAL AND EQUIPMENT AS REQUIRED TO PRODUCE A CONNECTION OR FOR THE EQUIPMENT REQUIRING VIBRATION ISOLATION. LENGTH IS OTHERWISE NOTED AT AMP TRIP COMPLETE OPERATING SYSTEM. LIMITED TO 12" MAXIMUM, A GROUND WIRE IS REQUIRED M ALL FLEXIBLE CONDUIT. Ol 2. AN OVAL WITH A NUMBER INSIDE REFERS TO A REFERENCE NOTE • AUTO AUTOMATIC CONCEAL ALL CONDUITS, UNLESS OTHERWISE NOTED. ON THE DRAWING WHERE IT 18 INDICATED. �I DUPLEX RECEPTACLES NEMA 5-20R (U.ON.). • ?. PERMITS AND CHARGES BKBD BACKBOARD RECESSED SWITCHES WITH MOUNTING HEIGHTS 448' (UDN.) ORO SLASH AND BRACKET DESIGNATES UNIT TO BE MOUNTED ON WALL OBTAIN AND PAY FOR ALL NECESSARY CONSTRUCTION PERMITS, INSPECTION ABOVE COUNTER TOP, CABNET OR SHELF C CONDUIT FEES, AND OTHER CHARGES BY AGENCIES HAVING JURISDICTION. 2. WIRE AND CABLE IDENTIFICATION Se SNGLE POLE SWITCH, 20A, t20 VAC CB CIRCUIT BREAKER 3. REGULATIONS AND CODES IDENTIFY BRANCH CIRCUITS WITH CORRESPONDING CIRCUIT DESIGNATION AT NOTE: CKT CIRCUIT SUBSCRIPT LETTERS NEXT TO THE ABOVE SYMBOLS INDICATES DEVICE GLC. CEILING PROVIDE AND INSTALL ALL MATERIALS IN CONFORMANCE WITH THE NATIONAL THE OVERGURRENT DEVICE, AT ALL SPLICES, AND N JUNCTION BOXES. CONTROLLED BY THE SWITCH WITH THE SAME SUBSCRIPT LETTER WHERE NOT ALL SYMBOLS ARE USED ON ALL PROJECTS. CLF. CLEARMULTIPLE SUBSCRIPT LETTERS APPEAR, EACH SUBSCRIPT DESIGNATES ELECTRICAL CODE, CALIFORNIA ADMINISTRATIVE CODE TITLE 8, AND OTHER MARK CIRCUIT DESIGNATION ON ALL JUNCTION BOX COVERS. CIRCUIT G.O. CONDUIT ONLY CODES AND REGULATIONS HAVING JURISDICTION. INSTALL ALL EQUIPMENT IN DESIGNATION MEANS PANEL DESIGNATION AND CIRCUIT NUMBER I.E., A-1 ONE SWITCH OF THE TYPE INDICATED. CONC. CONCRETE ACCORDANCE WITH THE REQUIREMENTS OF THE INSPECTING AUTHORITY AND THE 1 CONN. CONNECT OR CONNECTION MANUFACTURERS RECOMMENDATIONS. SURFACE MOUNTED SWITCHES WITH MOUNTNG HEIGHT .48' (U.OM) CONT. CONTINUED/CONTINUATION USE PLASTIC COATED SELF-STICKNG MARKERS SUCH AS THOMAS t BETTS E-Z G.W. COLD WATER 4. VERIFYING EXISTING CONDITIONS CODE FOR IDENTIFICATION OF CONDUCTORS AND METAL EDGE BANDED PAPER E::p DISCONNECT SWITCH WITH OVERCURRENT PROTECTION UNLESS OTHERWISE TAGS ON PULL ROPES. NOTED WITH 'NF' D DEPTH DET. DETAIL BEFORE SUBMITTING BID, BECOME THOROUGHLY FAMILIAR WITH ACTUAL S DIA. DIAMETER EXISTING CONDITIONS AT THE PROJECT SITE. THE INTENT OF THE WORK IS 3. CONDUCTOR$ T MOTOR RATED TOGGLE DISCONNECT SWITCH DISC. DISCONNECT SHOWN ON THE DRAWNGS AND DESCRIBED HEREINAFTER BY THE ACT OF S MANUAL MOTOR STARTER ON DOWN SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR SHALL BE DEEMED DELIVER ALL CONDUCTORS TO THE JOB SITE IN ORIGINAL UNBROKEN CARTON M DWG DRAWING TO HAVE MADE SUCH A STUDY AND EXAMINATION AND TO ACCEPT ALL OR REEL, PROPERLY TAGGED WITH U.L. LABEL SIZE, TYPE,MANUFACTURER'S MAGNETIC MOTOR STARTER CONDITIONS PRESENT AT THE SITE. NO REQUEST FOR ADDITIONAL PAYMENT TRADE NAME AND THE DATE MANUFACTURED (MUST BE MANUFACTURED WITHIN 6 ELEC ELECTRIC OR ELECTRICAL SHALL BE CONSIDERED AS VALID, DUE TO FAILURE TO ALLOW FOR CONDITIONS MONTHS), ELEV ELEVATION WHICH MAY EXIST. 13 COMBINATION MOTOR STARTER-DISCONNECT DEVICE, WITH OVERCURRENT EMERG. EMERGENCY PROVIDE COPPER CONDUCTORS. 012 AWG MNIMUM, UNLESS SPECIFICALLY PROTECTION UNLESS OTHERWISE NOTED EQUIP. EQUIPMENT 5. COORDINATION NOTED OTHERWISE ON THE DRAWINGS. PROVIDE SOLID CONDUCTORS, 010 AWG EXIST. EXISTING AND SMALLER UNLESS OTHERWISE NOTED. PROVIDE STRANDED CONDUCTORS, 60 POWER AND WIRING DISTRIBUTION EXT. EXTERIOR COORDNATE ALL WORK WITH OTHER TRADES AND WITH THE UTILITY COMPANY. AU1G AND LARGER UNLESS OTHERWISE NOTED. OBTAIN ALL DRAWINGS THAT WILL REQUIRE COORDINATION AND PROVIDE ALL IBM BRANCH CIRCUIT PANELBOARD FOR FEEDER ELECTRICAL CONNECTIONS REQUIRED WHETHER SHOWN ON ELECTRICAL DRAWINGS FIXT, FIXTURE OR NOT. USE CONDUCTORS WITH THHN/THWN 600 VOLTS INSULATION UNLESS OTHERWISE NOTED. CONDUIT RUN CONCEALED IN CEILING OR WALL (SEE SPECIAL SYSTEMS AND DEFINITION SYMBOLS FOR RACEWAY CODING) FLA FULL LOAD AMPERES FLR FLOOR LOCATIONS OF ELECTRICAL EQUIPMENT, J-BOXES, AND CONDUIT RUINS SHOWN INSTALLATION OF 600 VOLT CONDUCTORS: CONDUCTORS SHALL BE CONTINUOUS -- -- CONDUIT RUN EXPOSED FLUOR FLUORESCENT ON THE DRAWINGS ARE APPROXIMATE, FIELD VERIFY FOR EXACT LOCATIONS BETWEEN OUTLETS OR JUNCTION BOXES. MAKE SPLICES M OUTLET BOXES, AND COORDINATE ALL NEW WORK WITH THE OTHER DISCIPLINES TO AVOID CONFLICTS. PULLBOXES OR PANELBOARD GUTTERS. DO NOT SPLICE PANELBOARD FEEDERS. — -}II4�- — GALV, GALVANIZED CONDUIT RLN IN OR BELOW FLOOR SLAB OR GRADE GFCI GROUND FAULT CIRCUIT INTERRUPTER THIS CONTRACTOR IS TO PROVIDE ALL CONTROL WIRING, RELAYS, STARTERS, 010�- INDICATES AN EQUIPMENT GROUND CONDUCTOR GFI GROUND FAULT INTERRUPTER GND GROUND TIME SWITCHES, CONDUITS, ETC. INDICATED THEREON AS BEND PROVIDED 4. LIGHTING FIXTURES UNDER THE ELECTRICAL WORKT__ HASH MARKS INDICATE THE QUANTITY OF CONDUCTORS REQUIRED. UNLESS H NIGH OR HEIGHT FURNISH AND INSTALL LIGHTING FIXTURES OF THE TYPE SPECIFIED ON THE OTHERWISE NOTED,NO HASH MARKS INDICATE 2 '12 AWG ('10 AWS HORIZ. HORIZONTAL DRAWINGS t PROVIDE APPROPRIATE MOUNTING HARDWARE, CONDUCTORS NDICATED). WHERE A NUMBER IS NOT INDICATED, THE HP HORSEPOWER 6. AS BUILT CONDUCTORS ARE 012 AWG (MIN). HTR HEATER HVAC HEATING, VENTILATING AND AIR CONDITIONING PROVIDE RECORD DRAWNGS TO THE OWNER WITH ALL CHANGES NOTED THEREON 5. PANELBOARDS CONDUIT SIZE SHALL BE AS FOLLOWS: AT THE COMPLETION OF THE PROJECT. RECORD DRAWINGS SHALL BE SIGNED I.G. ISOLATED GROUND AND DATED BY CONTRACTOR PANELBOARDS SHALL BE FACTORY-ASSEMBLED, CONDUCTOR SIZE INCAND, INCANDESCENT SURFACE MOUNTED, AS SHOWN ON DUGS, MIN. RACEWAY SIZE 12 10 8 1. GUARANTEE ONE-HALF INCH Ito4s 1 to 4 IND. INDICATED PROVIDE TERMINAL LUGS ON MAIN BREAKERS RATED FOR USE WITH COPPER THREE-QUARTER INCH 5 to 8 5 to 6 1 to 3 INT. INTERIOR CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS CONDUCTORS, FULL-SIZE NEUTRAL BUS AND BOLT-ON CIRCUIT BREAKERS ONE INCH 9 to 13 1 toll 4 to 5 JB JUNCTION BOX ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A RATED TO EXCEED THE AVAILABLE SHORT CIRCUIT CURRENT. QUANTITY OF CONDUCTORS AS NDICATED (TYP.) PERIOD OF ONE YEAR, EXCEPT FOR LIGHTING FIXTURE LAMPS. KVA KILOVOLT AMPERES PROVIDE PANEL IDENTIFICATION NAMEPLATE AND TYPEWRITTEN LIST OF INDICATES A HOMERUN TO PANEL 2LA, CIRCUITS 1-3-5 WITH SHARED KW KILOWATT 8. SHOP DRAWINGS CIRCUITS IN THE DIRECTORY FRAME CLEARLY INDICATING THE LOADS 111111 2LA-13 NEUTRAL AND CIRCUIT 1 WITH DEDICATED NEUTRAL SERVED. PANELBOARDS SHALL BE AS MANUFACTURED BY SQUARE-D CO„ KWH KILOWATT HOUR SUBMIT REQUIRED SHOP DRAWINGS FOR REVIEW WITHIN ONE WEEK OF BID TYPE NOOD FOR 120/24OV, l#, 3W, WITH BOLT-ON BREAKERS OR EQUAL. AWARD, ALL EQUIPMENT TO BEAR U.L. LABEL OR THAT OF ANOTHER SECURE SURFACE MOUNTED PANELBOARD TO MOUNTING PANEL INSIDE FLEXIBLE CONDUIT L LENGTH ACCEPTABLE TESTING LABORATORY. SHOP DRAWINGS MUST BE STAMPED BY THE OF PEDESTEL ENCLOSURE. LGL LONG CONTINUOUS LOAD CONTRACTOR FOR CONFORMANCE PRIOR TO SUBMITTING. n n CABLE OR CORD LOC. LOCATION 6. NAMEPLATE ARROW INDICATES A PLUG-N CONNECTION LTG LIGHTING SUBMITTALS SHALL INCLUDE THE PROJECT NAME AND CONTRACTORS NAME, SUBMIT SIX SETS OF SHOP DRAWINGS AND AWAIT ENGNEERING REVIEW o CONDUIT BEND UP TOWARD OBSERVER COMMENTS PRIOR TO PURCHASING ALL PANELBOARDS, LIGHTING FIXTURES AND PROVIDE NAMEPLATES 0'N ALL PANELBOARDS, POWER DISTRIBUTION UNITS, MAX MAXIMUM DISCONNECTS, AND ALL ELECTRICAL EQUIPMENT IDENTIFIED BY NAME MFR. MANUFACTURER LENSES, POWER DISTRIBUTION UNITS,CONTACTORS, AND DISCONNECT AS SHOWN IN PLANS. NAMEPLATES SHALL BE LAMINATED BLACK AND CONDUIT BEND DOWN AWAY FROM OBSERVER MIN MINIMUM OR MINUTES WITCHES, WHITE BAKELITE WITH CHARACTERS CUT THROUGH THE BLACK BAKELITE MTD MOUNTED (3116' HIGH LETTERS MINIMUM). ATTACH TO EQUIPMENT WITH SCREWS. MTG MOUNTING 3 CONTRACTOR Blp SPECIAL SYSTEMS RACEWAY CODING MTC. HT. MOUNTING HEIGHT CONTRACTOR'S BID SHALL BE BASED ON ALL WORK SHOWN ON THE PLANS AND AS SPECIFIED. ALL PREMIUM TIME COSTS REQUIRED SHALL BE INCLUDED IN T TELEPHONE NA NOT APPLICABLE THE BID. IF CONTRACTOR PROPOSES TO SUBSTITUTE FOR EQUIPMENT NF NON FUSIBLE SPECIFIED, HE SHALL SUBMIT HIS REQUEST FOR CONSIDERATION TO THE N.L. NIGHT LIGHT OIUNER AND ENGINEER PRIOR TO THE BID N WRITING. ALL SUBSTITUTIONS GENERAL LIGHTING NTS NOT TO SCALE MUST BE REVIEWED BY THE ENGINEER SUCH REVIEW SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE REQUIREMENTS OF THE DRAWINGS AND OA INDICATES A REFERENCE TO THE LIGHTING FIXTURE SCHEDULE: P POLE SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN TYPE 'A' FIXTURE INDICATED. PB PULLBOX EXPENSE FOR ANY CHANGES RESULTING FROM HIS PROPOSED SUBSTITUTIONS P.C. PHOTOCELL WHICH AFFECT OTHER PARTS OF HIS OWN WORK OR THE WORK OF OTHER PNL PANEL CONTRACTOR5. PWR POWER SINGLE LINE SYMBOLS B. MATERIAL AND NSTALLATION RECEPT RECEPTACLE © WHM - WATTHOUR METER REO'D REQUIRED ALL WORK AND MATERIAL SHALL CONFORM TO THE LATEST RULES OF THE GOVERNNG RM ROOM ELECTRICAL CODE AND INSTALLATION SHALL BE OF TWE LATEST INDUSTRY STANDARDS #ESS/pt, OF WORKMANSHIP. ® UTILITY COMPANY METERING AND TLST BLOCKS AS REQUIRED BY THE . ✓G F � �,� � / SCHEO. SCHEDULE ALL MATERIALS SHALL BE NEW AND LISTED BY UNDERWRITERS LABORATORY (ULJ, SERVING AGENCY � c� o.:HEFT 9 50, FT. SQUARE FEET OR ANOTHER ACCEPTABLE INDEPENDENT TESTING LABORATORY. �-® COMBINATION SWITCH-FUSES SWITCHBOARD MOUNTING * E�.�/ 3 SQ. STD. STANDARD SURF. SURFACE srq (fCTR��P� `P SW. SWITCH l.�l.JI.AJ DISTRIBUTION TRANSFORMER OR INSTRUMENTATION POTENTIAL SWBD SWITCHBOARD ry— Y TRANSFORMER SYS. SYSTEM TEL TELEPHONE n CIRCUIT BREAKER TEMP. TEMPORARY OR TEMPERATURE r{m TRANSF. TRANSFORMER �`� TTB TELEPHONE TERMINAL BACKBOARD _ _ CIRCUIT BREAKER WITH GROUND FAULT PROTECTION TYP TYPICAL UJG. UNDERGROUND GENERAL NOTES —CE=— FUSE U.O.N. UNLESS OTHERWISE NOTED =P DISCONNECT SWITCH WITH OVERCURRENT PROTECTION UNLESS OTHERWISE DESCRIPTION OF REVISION DATE APPROVED V VOLT NOTED WITH NF' VA VOLT AMPERES oil GROUND CITY o f RANCHO C U C A M O N G A V.D. VOLTAGE DROP I. ALL DEVICES INSTALLED OUTSIDE OR IN DAMP LOCATIONS SHALL BE APPROVED ��—/ MILLIKEN AVE. TRACT 15492 VERT. VERTICAL /� MOTOR WEATHERPROOF. (NUMBER INSIDE SYMBOL DESIGNATES HP OF MOTOR) LANDSCAPE IMPROVEMENTS W WATTS OR WIRE OR WIDE 2. UNLESS NOTED OTHERWISE, ALL WIRE SHALL BE COPPER ALL WIRE SHALL BE W/ WITH MILLIKEN AVE, slo TERRA VISTA PLWY., W/O WITHOUT UL LISTED, RATED FOR 600 VOLTS, TYPE THHN/THWN INSULATION, NO. 12 MINIMUM OUTLETS TERRA VISTA PKWY. e/o MILLIKEN AVE., W.P. WEATHERPROOF SIZE EXCEPT FOR CONTROLS. MOUNTAIN VIEW DR, e o MILLIKEN AVE. MOUNTING HEIGHTS As NDICATED ON SYMBOLS LIST,UNLESS OTHERWISE NOTED LIGHTING ABBREV , , SPECS . , GEN , NOTES & SYMBOLS 3. THE CONTRACTOR SHALL PROVIDE SUPPORT FOR ALL FIXTURES AND ELECTRICAL BY SPECIFIC LOCATION IN PLANS EQUIPMENT TO COMPLY WITH THE SEISMIC REQUIREMENTS OF THE UNIFORM BUILDING CODE AND ALL LOCAL ORDINANCES. APPROVED BY; - DATE: NOTE; 4, FOR PURPOSES OF CLEARNESS AND LEGIBILITY, TWE ELECTRICAL DRAWINGS ARE CITY ENGINEERIJA RCE No. 24953 NOT ALL ABBREVIATION ARE ESSENTIALLY DIAGRAMMATIC. THE SIZE AND LOCATION OF EQUIPMENT IS� SHOWN DESIGNRECO TO SCALE WHEREVER POSSIBLE. THE CONTRACTOR SHTC ALL VERIFY ALL CONDITIONS, MCOH/►IVIOAL. USED ON ALL PROJECTS. - _ ...._ . .. .. - 8cj< ELSOTRIOAL DATA INFORMATION AS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONSoonle+v�Tlrveal SECTIONS WHERE ELECTRICAL WORK INTERFACES WITH OTHER TRADES. NSTALL EQUIPMENT GREEN GROUNDING CONDUCTOR, DRAWN r SHEET SIZED PER N.E.C. 250-95 421 EAST UNIN ALL CONDUITS. _ Sinha & KeT HUNr Engineering, Inc.TINGTON DRIVE L20 5. ALL UNDERGROUND BONDING CONDUCTORS SHALL BE COPPER. GROUND WIRES ARE NOT SHOWN ON DRAWINGS. MONROVIA, CALIFORNIA 91016 CHECKED LJ DRAWIN4 NO. 626-930-1383 Fay;: 626-930-1385 Job No: 01055 � / 3 - L ARCHITERRA JOB No. 0071-5 SKEET OF RobertReyes SIK Engineers, Fite: 01055_L20.dvg 12/07/2001 11:10:18 REFERENCE NOTES- 4 ,` �.. ~""�.. � %,' /r,►> ( SHALL BE I N 4 �„`,���� ,` � � �•,4 r �• CONDUIT " SC EDULE m PVC ` i f <;� � ;� , ' �'•, RUN DIRECT BURIED UNDERGROUND 16" MINIMUM ALONG PATHWAYS AND 24" MINIMUM 1,3 c�>.a f. "� ` I x;h ! UNDER STREET TO TOP OF CONDUIT { BELOW FINISH GRADE. lei �-•i fj;f ii i 010 INCIONit:w NE t'1 tj ' ( FROM UTILITI''CO, I «""^ t METER/PANEL "A" PEDESTAL ff 241 & J -3m J! ! ff f Y. I (TYP.) '1 1,3 2,4 1/ 33 J r (���� f r , \\l SHEET KEY MAP 0 �v , '\ .1� .. 011- t.r r r ti f ,\ � f ` f w ��`� ..,``.. \ ~'•� I !tf s f I Jr "t•, Imo.,_ tk {' i / t ?,4 f"� f,f' 1 Y (TYP.)k7 r " >` E•30 { 1 r i ,✓ ifi s , 'fIj �f f ,J• f t: J r.s i tf/y r, 1 ,�.w i 1,3 f s� ar •� f fir' { r 1 U !! .{ i i 'i tt r HI i{I f Jfil;{ ky �l i n. \lA i1 ;( PATHWAY a✓ V ifil` .Y:•' f, ;„y�,,j„�`. ( r `t tib 1 f "�•., •fl .'Ttf !'�1., til 1 .......... ,/ 1 iLt i IZQ i� 1,01t A. r . . �............... „ \' l� / •10 k J n . .... , ---� e 1 J Ftipk � v� ✓G L� WiJJ c� lf, 1 i 1 79 j 2A , 30, 003 �•f 4t i et (i t E' P �' i? lG r 1 'J t [�fR i Sik ;:: { 't '•;i,. '�\\ � �\ i � Lit► - \ t k 1, L a 't k ~µ' 4+'� . ,• tai `kX./k t,i! Ki C , k J \ , l , t •,t,, •s: r^ iit 4 i t e ij +.+ 7 i 3 � ; 60'\ f f f I DESCRIPTION OF REVISION DATE APPROVED t r ti CITY oi RANCHO CUCAMO NG A AVE. ,MILLIKEN TRACT 15492 LANDSCAPE IMPROVEMENTS MILLIKEN AVE. slo TERRA VISTA PLWY., ". - -- TERRA VISTA PKWY. e oMILLIKEN AV E.UndergroundServlce MOUNTAIN VIW DR. elo MILLIKEN AVE , ...... _ PATHWAY LIGHTING PL AN Call : TOLL FRE � APPROVED BY; DATE; �;� i,'G� 1-800 CITY ENGINEER RCE No. 24953 DESIGN MwC=p"^"•o . . L- RECON�'� D 422-4133 TC oo a�T•n+o 4 TWO WORKING DAYS BEFORE YOU DIG C:) DRAWN EO Sinha & Keyfauver Engineering, Inc. SHEET L21 421 EAST HUNTINGTON DRIVE MONROVIA, CALIFORNIA 91016 SCALE: 1" _ -0►1 30 CHECKED L3 626-930-1383 Fax: 626-930-1385 DRAWING NO. Job No: 01055 1 R 3 ARCHITERRA JOB No. 0071-5 SHEET OF RobertReyes SiK Engineers, File: 01055_L21 .dvg 12/07/2001 11 :09:36 ?4' 11 � ? 9 48' fA. DMG LIGHTING M. 8 CAMBRIDGE TYPE FIXTURE, 100W, WS, �- _ 7 8 CAT. • CEI - PM- 8100 - III - 240 - CS EDGE OF WALKWAY 3 I 4 I I I WITH CAT. 0 SAS, 0-0" HIGH POLE n I I I I (4)1/4' DIA. X 15' DEEP 5 10 6 EMBEDDED ANCHOR BOLT • g I I .::., 1 1 18 MM. I I.... . .. O 181 0 1 �� \\ I I 4" SQUARE x 10'-O" STEEL POLE 0 0 I GIDEWALK HAND HOLE WITH I GROUND LUGS TAMPER PROOF BABE COYER 3' THICK CONC. PAD 4 (4))%,' DIA X 15' DEEP FLUSH W/ WALKWAY EMBEDDED ANCHOR BOLT (3)' 3 TIES NEAR TOP POLE BASE OF CONC, FOUND. FRONT ELEVATION SIDE ELEVATION A • POLE AND BASE COVER DRYPACK 3 PROVIDE MINIMUM SLOPE I FT. SIDEWALK FOR WATER DRAINAGE AWAY FROM POLE DETAIL REFERENCE NOTES FINISH GRADE - �I STAINLESS STEEL METERED PANEL PEDESTAL ENCLOSURE, STRONG BOX © FINISHED GRADE. \�� � � i �° $ I ° • •• • / SECTION "All �\ \� .le„ e� T 3 CLEAR MODEL 'SB-2455-240 AVAILABLE THROUGH V.I.T. PRODUCTS AT May • 3 TIES x 12" POLE (800) 119-1314 (OR EQUAL). CONDU NG NG IT AND WIRIFROM LIGHTICONTACTOR TO LIGHT O T THE AN WING, l o FIXTURES AS REQUIRED AND INDICATED ON E PL DRA _lf_ _ I CONDUIT AS O METER SOCKET WItH TEST BLOCKS PROVIDED BY THE ELECTRICAL CONTRACTOR 8 TIME CLOCK AND CONTACTOR ENCLOSURE, SIZE AS REQUIRED. ° REQUIRED Y THE ELECTRICAL CONTRACTOR. O � � DETAIL REFERENCE NOTES 3 LOAD CENTER WITH MAIN C.B. PROVIDED B E O 1 n DETERMINED Y TH OWNER I EXACT DIMENSIONS OF CONCRETE PAD TO BE DE ERM EDB E E N 3 -4 MIN E 9 ENCLOSURE MOWI'�TING PANEL. Q O . REBAR COORDINATE SI 4 5 VERTICALREPRESENTATIVE. 4 INCOMING LINE CONDUIT AND WIRING. WITH SWEEP ELBOW. COORD E ZE, O OR OWNERS DEPTH, DIRECTION AND LENGTH OF CONDUIT STUB-OUT FROM ENCLOSURE s I • EACH BABE QUADRANT BURIAL DEP D REC ON Y TH INC • /4 x 1 '- LONG GROUND ROD WITH 118 AWG TYPE WN GROUND 10 3 0 0 , O F ATI REFER TO AN DETAILS OF POLE OUND ON ? FOR EXACTDIMENSIONS D E , � O EX WITH UTILITY CONSULTANT SERVICE PROVIDER CONDUCTOR BONDED TO LOAD CENTER. l3)' 3 TIES O STRUCTURAL ENGINEERS SHOP DRAWINGS, O POURED CONCRETE BASE, 6' MIN. THICKNESS, EXTEND TO 6' it HEAVY DUTY, WEATHER RESISTANT PHOTO ELECTRIC CELL MOUNTED a s. POLE BASE PER CALCULATIONS BEYOND OUTSIDE DIMENSION OF ENCLOSURE WITH MIN 1/2% SLOPE TO ENCLOSURE WITH TAMPER RE515TANT FASTENERS. e' PREVIOUSLY APPROVED BY CITY. O3 PROVIDE 45 CHAMFER APPROX. 1" x 1". FOR DRAINAGE. SCALE2 LIGHTING POLE MOUNTING DETAIL �E 1 METERED FANEL FEDESTAL NONE H N 120 VAC CIRCUIT A-5 1 DAY, 24 HOUR, ELECTRONIC PROGRAMMABLE TIME CLOCK SPST WITH LITHIUM BATTERY BACK UP CARRY OVER, CEC CERTIFIED. PHOTOCELL Ol o E 79 I VOLTAGE 1?0/?4rD 10, 3W PANEL f.Af. LOCATION METER PEDESTAL * E .6/ 2003 *1' I I Bus AMPS 100 TOP FEED O SURFACE MTG. ® 9 (£c�\cP �P / T tT POWER RELAY, SPOT, 120 YAC COIL, MAIN BREAKER O 100 AF. 30 A.T. BOOM FEED ® FLUSH MTC. O I PC-1 I TC-1Y - LUGS ONLY O REMARKS F� CA\-�F�% RI TO LIGHTING LOADS (TYPJ DESCRIPTION VOLT-AMPS L OUTLETS C BUS C C OUTLETS L VOLT-AMPS DESCRIPTION DE C C C K K B A B L L R M B T AB T L R M L A B I 3 ? 4 - LIGHTING CIRCUIT PATHWAY LIGHTING 638 1 II 20A I 2 20A II 638 PATHWAY L*WTING 638 - 2P 3 4 2P - 638 LIGHTNG CONTROLS 200 5 b SPACE — — — — — SPACE l 8 R1-1 LATCH 5U5 TOTALS 838 638 1 638 638 SUB TOTALS CONN. PHASE TOTAL: A 1416 B 1216 CONN. PANEL TOTAL 2152 VA, MAX. CONN, LINE CURRENT 14.3 AMPS DESCRIPTION OF REVISION DATE APPROVED (KVA) PANEL TOTAL 2.13 + L.G.L. (;5) bb 3.43143 UNLATCH T T T T 1 KVO, BALANCED CURRENT AMPS, DESIGN LOAD KVA CITY o f RANCHO C U C A M O N G � RI•? FROM PANEL 'A' MILLIKEN AVE. , TRACT 15492 - - - - - - LANDSCAPE IMPROVEMENTS L LIGHTING CONTACTOR, MILLIKEN AVE. s/o TERRA VISTA PLWY./ REFERENCE NOTES: MECHANICALLY HELD TERRA VISTA PKWY. e/o MILLIKEN AVE., POLES AS, REQUIRED, MOUNTAIN VIEW DR, e/o MILLIKEN AVE, 110 YAC COIL (TYP.) O PHOTO CELL MOUNTED ON METERED PANEL PEDESTAL ENCLOSURE LIGHTING PANEL SCHEDULE, DIAGRAMS & DETAILS AS REQUIRED. APPROVED BY: DATE: /WcG CITY ENGINEER RCE No. 24953 DESIGN RECOMME DED TC 8c as`�O T.•e 1 O.�. OON>dIJLTINQ DRAWNSinhc & Keyfouver Engineering, Inc. SHEET Eo L22 421 EAST HUNTINGTON DRIVE SCALE MONRCHECKED 626-930-1383 CFaxF0626A 930 1 SCALE 11385 LIGHTING CONTROL DIAGRAM 3 FANEL SCHEDULE NONE L+ LJ DRAWING N0. NONE Job No: 01055 i`I 9 3 - L ARCHITERRA JOB "lo. 0011-5 SHEET OF ^ �•^•o-yes 38K Engineers, File: 01055_L22.dwg 12/07/2001 10:57:05 1 MODEL SITE TR. 15492 It It LOT AREA I PASEO TRAIL LOT AREA 79,42 \ _4 p N I 1c 27g• r 'e o 1 \ N. Ic r .6 c A7PERIM.WALL °•, / ` I I LOT AREA, ` 1 I I PASEO TRAIL (VARIES) LOT AREA •O PERIM.WALL 1 0 1 X I IN. < VAR.1 2' ,� .` V 1 0cp1+ � ,'�°-a' n i ��. t O I I PAD op I I I � � ?e ���. n• � � 'Q�, � ro� 'L v � NZI I _ I x 6 4' 8' VARIES t \ O ��. Cr•! I 2.5 MAX. PERIM.WALL FUT. PERIM. WALL FUT. PERIM. WALL 1 •� ti c 1 r3:1 MAX. 8• MIN. MEANDERING 3' MIN. o -- - ? �, RET. WALL SLOPE 12SIDEWALK 6»1 PAD Aj - - m 0 rn r2:1 MAX. PAD 2:1 MAX. ' �r "- RET. O 12 OVER •Z ` Fc v �--� I O I 1 SLOPE �_ PER SEPARATE PERMIT PAD� - ti Q0 o �� — — ='� ---�_'L- �,� o Iii i I o_,C/vt- I ! !�� /� � __ — - '4t v > +'� � r SECTION "All ,r --y` v 1 v, 1 � N.T.S. a n l o ., � f I F, SECTION D B t , � � � N.T.S. ' 2 "`-► �. N (D 5 �� MODEL SITE :76-FG �? ° .0 OD p TR. 15492 It Nit 6> I LOT AREA PASEO TRAIL LOT AREA �. OD I \A'Atd� I� LOT AREA PASEO TRAILLOT AREA.Tl `p o VARIES O• � t � c •� n?�QA 1 1 r' �� I I PERIM. WALL i i PERIM. WALL OD N .� PADLINE _ -�- °s I PERIM.WALL I I 3 R ` ?65 �� a9 N X I VARIES 8' VARIES `I 2FG N o ? / 1 , �'� ti �c `� _ c ° D, O s 6" MIN. VAR. 2' 1 1 » MEANDERING 6» (27 2 2 Z�� oo\ / / V J� � ' wOD _ _ _ I PAD I SIDEWALK PAD PAD -�� 1 6 3j 3 N _ -IV N .o j " 12" do OVER W/RET. 12` do OVER W/RET. / rn \\ o0 3 - 2.5'MAX. 'I PERIM.WALL WALL WHERE SHOWN WALL WHERE SHOWN �6, �> �> �� �� d� �'� RET. WALL $ PER SEP. PERMIT 1 PER SEPARATE PERMIT .s � s� ,�` • ro' �o•� �J 3:1 MAX. S.W. 282,pr _ i o 8 SLOPE 2gp.20TG / / / / 1 Rtr TIE INTO S Cj i T .�� s _ _ — _ 1 I / 2.0>s CATCH BASIN 1. �' — `' �� �> I > ��� I , -& ° 6" �• ,r,•s 2.5' MAX. r2:1 MAX. PAD l2 3 FG `'� ` �C,S �s A> >c� `1' ° �O :� ��' �� °o ops`°> RET. SLOPE T ,.�R� N �R� , �� �,� s 80� SECTION „B" ? ! 28Z.OrS CPN.s / S`ps � N.T.S. �, SECTION "E" °•9�, -� � Tama '�' ----c-r- ____-7 - - - - - ?�9• ?8?8 A ° CI �� e? 1, r- G� .� (.r CONSTRUCTION NOTES: 10 INSTALL BROOKS PRODUCTS CB-1212 CATCH BASIN • y J ;�o j •sem .s� 1, "e4s y WITH STEEL PARKWAY GRATE. ?9 ° I c 2. �G 2 INSTALL 4" X 14" CAST IRON PIPE THRU CURB PER STD. NO. 107-A. N 30 INSTALL 4" P.V.C. SCH. 40. , \ �o �,�•yow o� rpt r� � �GP� . _. .0 CONST.�o�, �� CONST. RETAINING WALL PER APPROVED WALL CALC'S SEE SHEET L-24 (DN �g sr�s 1 9'�a "' �o �� SLUFINISHED MPSTONE WIOH ED NEIGH 30" MAX. ) COLOR = LA PAZ moO `�°S/ 14.2, 5 INSTALL 3" PVC SUBDRAIN PER SHEET L-24 t.011 \ ��p r?o. O .�' > > 3 O amu' Q? �,���� `� 3.? 2.5 RET OOS a'� O w I ��° 0 .��0 S I O s• .c� O p w OS 6T$ FG D o 0 CSO \o t j ►v i. p��,p -� �S, �° _ _ s s a — 3: 2.! 14 61 �01 > � o � o°'cas V, ,. �� 2 �~ cs.s .o �,.o a� o. meq--- 1 � ''�$ 's 00. LJ — 1_ — kp. �j .� �� �o --• .� oti �^ mac'? < Q1 a, '�v o t I r ' > Cn � �•� Y���� � � �\ I I I cD N u' cD ti i l <� r OD DLINE c W cgs 9s 2 ti9� H SHEET KEY MAP 3 DESCRIPTION OF REVISION DATE APPROVED •S° � I° I �� A 00 `�i� -2.80% .28_ .28 °. X � � CITY of RANCHO CUCAMONGA+_ - � `� '1=294-72 _ I TRACT 15492 3.28 °D �> ,,��I s� �A � � I ,� s �,�s ,�s - �� s•x � �� �a ` ( r _ - W C� ! t9 O � lO X lO ; �O f •9°�O I JO 1.0% IN4 LANDSCAPE IMPROVEMENTS � M:Iw KEN AVE. s/o T-R.R� 7ISm ?XWl , ":.RRA V S A P.(R. ego MILL�ICN AVE., AiOU';TA'N V--FW DR. e;o "!_..;KFN Al- . PASEO TRAIL PRECISE GRADING PLAN Undergroud Service Alert APPROVED 3Y; DATE, - CITY ENGINEER RCE No, 24953 �' CaCall : 1 : DESIGN PLANS PREPARED BY REC DED ll , TOIIL FREE '(�S JDDLE � ASSDCIATES, INC. // _ o No. 62183 N Itl1VV�� CDNSULTING CIVIL ENGINEERS SHEK `'r 1 800 + /� z AND LAND PLANNERS T -�� f * Exp 9-30-05 10601 CHURCH STREET, SUITE 107 L �;,_.S, 422 -4133 �/+� ,�Q• n RANCHO CUCANDNGA, CA 91730T-1 cj �_ CHEUED (909) 948-1311 DRAWING N0. TWO WORKING DAYS BEFORE YOU DIG DATE RCE No. 62183 ELI 3-I-- ARCETERRA J03 No, 00-1-5 SHEI OF SPECIFICATIONS ALL WALLS SHALL BE CONSTRUCTED OF THE HIGHEST QUALITY WORKMANSHIP, IN ACCORDANCE WITH THE UNIFORM BUILDING CODE, LATEST EDITION, AND MUD CAP OQE THE FOLLOWING SPECIFICATIONS: S�- 1. CONCRETE SHALL BE 2500 PSI AT 28 DAYS, UNLESS OTHERWISE SHOWN #4 CONT. ON THE WALL DETAILS. PORTLAND CEMENT SHALL CONFORM TO ASTM DESIGNATION C150, LATEST REVISION. 2. RETAINING SECTION SHALL BE CONSTRUCTED OF HOLLOW-MASONRY UNITS 8"X6"X16" BLOCKS 2" CLEAR CONFORMING TO ASTM DESIGNATION C-90, UNLESS OTHERWISE SHOWN. SLUMPSTONE ALL CELLS SHALL BE FILLED WITH GROUT UNLESS OTHERWISE SHOWN. COLOR-LA PAZ Q O O 4 0 24 O.C. Z 3. GROUT SHALL BE OF FLUID CONSISTENCY AND MIXED IN THE RATIO BY 5 CONT. IN 3 PLACES # _ Z c� VOLUME: 1 PART CEMENT, 3 PARTS SAND, 2 PARTS PEA GRAVEL. MINIMUM GROUT STRENGTH = 2000 PSI. IN FOOTING AS SHOWN 0 0 o 4. MORTAR SHALL BE UBC TYPE S (2000 PSI), AND SHALL BE FRESHLY N L O PREPARED AND UNIFORMLY MIXED IN THE RATIO BY VOLUME OF, 1 PART V) CEMENT, 1/2 PART LIME PUTTY, 4-1/2 PARTS SAND, AND SHALL Z CONFORM TO ASTM C270, LATEST REVISION. ME Ilk 5. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM cv 6,. INSTALL SUBDRAIN SYSTEM PER SPEC. 7A. DESIGNATION A615, GRADE 40 OR 60, UNLESS OTHERWISE SHOWN ON THE DETAILS, EXCEPT THAT 1/4" TIES MAY BE PLAIN BARS. STEEL LAPS 00 SHALL BE 40 BAR DIAMETERS OR MORE, AND SHALL OCCUR ONLY WHERE SHOWN. SPLICES IN REINFORCING STEEL ARE OPTIONAL, AND THE 3" CLEAR 8"W X 6"D KEY STEEL MAY BE CONTINUOUS WITH THE LARGER BAR DIAMETER USED. LONGITUDINAL BARS MAY BE SPLICED ANYWHERE. HORIZONTAL STEEL IN WALLS SHALL BE PLACED IN BOND BEAM BLOCKS (CUT SLOTS WHERE 2'-0" REQUIRED). BEND HORIZONTAL STEEL AROUND CORNERS, 24" MINIMUM. 4 PRIOR TO GROUTING, VERTICAL STEEL SHALL BE HELD IN PLACE BY WIRE TIES AT TOP AND BOTTOM OF BARS, BUT NOT EXCEEDING 8 FEET 2 ' - 8 " TYPE A IN SPACING. STEEL PLACEMENT IS CRITICAL AT BASE OF WALLS AND AT CHANGES IN BLOCK SIZE. ADHERE STRICTLY TO THE DIMENSIONS SHOWN ON THE PLANS. 6. ALL FOOTINGS TO BE POURED ON UNDISTURBED NATURAL GROUND OR ON COMPACTED FILL WITH A MINIMUM DENSITY OF 90% RELATIVE COMPACTION, UNLESS OTHERWISE REQUIRED BY THE SOILS ENGINEER. 7. UNLESS OTHERWISE SHOWN ON THE PLANS, PROVIDE DRAINAGE THROUGH MUD CAP THE WALL BY ONE OF THE FOLLOWING METHODS: QE A. PLACE A 3" DIAMETER ABS SDR 35 PERFORATED DRAIN LINE SAO BEHIND THE WALL AT THE TOP OF THE FOOTING WITH THE 1 P� PERFORATIONS POINTED DOWN. PLACE ONE CUBIC FOOT PER CONT. FOOT OF 3/4" GRAVEL AROUND THE PIPE, AT LEAST 8" OVER THE TOP OF PIPE. WRAP THE GRAVEL SURROUNDING THE PIPE WITH FILTER FABRIC (MIRAFI 140N OR EQUAL). EXIT THE DRAINO LINE OUTSIDE THE WALL AT A LOCATION WHERE THE DISCHARGE 8"X6"X16" BLO 7- OF OF WATER WILL NOT BECOME OBSTRUCTED. SELECT FREQUENT SLUMPSTONE #4 0 1 0.C. z EXIT LOCATIONS SUCH THAT NO DRAIN LINE EXCEEDS 100 FEET. COLOR-LA PAZ) OMIT MORTAR FROM VERTICAL JOINTS AT 32" O.0 ACKFILL " GRAVEL, BEGINNING AT THE TO FOOTING TO 8" ABO P OF THE WEEP LEAST 12" WIDE. THE O #4 CONT. BOTTOM OF THE Al LEAST 6" ABOVE THE OUTSIDE Q 0 FINISHED SURFAC �� '," AND EARTH SIDE OF THE GRAVEL - 2" CLEAR WITH FILTE (MIRAFI 140N O NOT COVER THE #5 CONT. IN 4 PLACES " O WEEP ITH FILTER FABRIC. IN FOOTING AS SHOWN 4 0 16 0.C. O o Ln 8. SET THE FIRST COURSE OF BLOCKS 1-1 INCHES INTO W FOOTING _ I 2 E ET 00 G / I CONCRETE, ELSE FORM A DEPRESSED KEY IN THE FOOTING N CONCRETE AS FOLLOWS: Z A. FOR 6" WIDE AND 8" WIDE BLOCKS, PROVIDE A 3-1/2" WIDE BY : 1-1/2- HIGH KEY IN THE CENTER OF THE BLOCK. - 6„ INSTALL SUBDRAIN SYSTEM PER SPEC. 7A. B. FOR 10" WIDE AND 12" WIDE BLOCKS, PROVIDE A 5-1/2" WIDE N BY f 1-1Z2" HIGH KEY IN THE CENTER OF THE BLOCK. DO - C. FOR 16�WIDE BLOCKS, PROVIDE A 7-1/2- WIDE BY 1-1/2- HIGH KEY IN THE CENTER OF THE BLOCK. 9. PROVIDE VERTICAL EXPANSION JOINTS PER DETAIL HEREON, SPACED CLEAR 12"W X " D KEY BETWEEN 60' AND 100' APART. PLACE EXPANSION JOINT AT A STEP L+ IN THE FOOTING UNLESS NO STEP IS PRESENT. 10. GROUT LIFT IS NOT TO EXCEED 5' UNLESS CLEANOUT HOLES ARE PROVIDED IN BOTTOM BLOCK AND CELLS ARE CLEANED AND INSPECTED. 3'-0" WHEN GROUTING IS PERFORMED IN MORE THAN ONE LIFT, STOP THE INTERMEDIATE GROUT LIFT 1-1/2 INCHES BELOW THE TOP OF THE BLOCK IN ORDER TO PROVIDE A KEY FOR THE NEXT LIFT. 11. A WATERPROOF COATING WILL PROTECT THE EXPOSED FACE OF THE WALL 4 0 TYPE A AGAINST STAINS AND PEELING OF WALL COATINGS. UNLESS SPECIFICALLY REQUIRED BY THESE PLANS, THE WATERPROOF COATING IS OPTIONAL, AND THE DECISION TO USE OR NOT USE THE COATING RESTS WITH THE OWNER. IF A WATERPROOF COATING IS REQUIRED BY THESE PLANS, OR IF THE OWNER ELECTS TO WATERPROOF THE WALL AND DOES NOT SPECIFY A PRODUCT, WATERPROOF THE WALL AS FOLLOWS: DAMPEN THE SURFACE WITH CLEAN WATER AND APPLY TWO COATS OF THOROSEAL FOUNDATION COATING, MINIMUM OF 2 LBS. PER SQ. YD. PER COAT TO THE EARTH SIDE OF THE WALL. ADD 1 PART ACRYL 60 TO EVERY 3 PARTS OF MIXING WATER. FOLLOW THE MANUFACTURERS RECOMMENDATIONS REGARDING THE APPLICATION PROCEDURE. 12. WALLS ARE TO BE CONSTRUCTED AT THE LOCATIONS SHOWN ON THE GRADING PLAN PREPARED BY MADOLE & ASSOCIATES. 13. THE RECOMMENDATIONS CONTAINED IN THE SOIL REPORT PREPARED BY RMA GROUP, DATED MARCH 2, 2001 ARE A PART OF THESE SPECIFICATIONS. DESIGN DATA WALL TYPE A B ACTIVE EARTH PRESSURE 61 38 P.S.F ALLOWABLE BEARING PRESS. 1500 * 1500 * P.S.F PASSIVE EARTH PRESSURE 340 ** 340 ** P.S.F SLIDING COEFFICIENT 0.37 0.37 #4 DOWELS 0 16" O.C., DESIGN WIND SPEED NONE 70 M.P.H. 8" WIDE BLOCKS 24" LONG, WRAP SHORT DESIGN WIND PRESSURE NONE 13.8 P.S.F. END TO ALLOW SLIPPAGE. 2" CLEAR PRE-MOLDED JOINT FILLER * ALLOWABLE BEARING PRESSURE MAY BE INCREASED BY 300 PSF FOR #4 CONT. IN WITH CAULKING & SEALANT EACH ADDITIONAL FOOT OF WIDTH OR DEPTH IN EXCESS OF 12" TO A BOND BEAM �O ON RETAINED SIDE. OMIT MAXIMUM OF 3300 PSF. CAULKING & SEALANT FOR ** THE UPPER 6" OF SOIL WAS NOT USED TO COMPUTE PASSIVE RESISTANCE. FREESTANDING WALLS #2 TIES 0 16" 0.5" CAULKING � RETAINED EARTH SIDE STOP ALL HORIZONTAL BARS 12" WIDE BLOCKS PLACE VERTICAL STEEL IN CELL ON EACH SIDE OF JOINT 2.5" CLEAR #4 CONTINUOUS #4 CONT. IN BOND BEAM EXPANSION JOINT DETAIL MORTAR FILLET LOCATE PER SPECIFICATION #9 DESCRIPTION OF REVISION DATE APPROVED (TYPICAL) #3TIES 016" C : 2' Y ol RANCHO CUCAMONGA BLOCKS �O ._T 111AC 1 15492"' 24" MIN 24" MIN '4 3" CLEAR 'l LANDSCAPEIMPROVEMENTS AVE,Alo14 I�V •L_KEN ..`E. s o TERRA vIS_P. .P Kw_,, WALL STEEL PLACEMENT � Ex 3rrr os ERRA VISTA ?KK'Y. e/o Yl,LIKEIN AVE,, S 9 ° '� AIN VIEW DR h OUN e'o MIL. 2" CLEAR— f4 <Q 9 N 4 CONT. 't. '�� r 2" CLEAR _ - PASEO TRAIL PRECISE GRADING PLAN 4D OR 2.5" MIN TYPICAL ) - Underground Service Alertt #5 ® IC APR -b;1c) z (TYPICAL) ? O`'�� 3Y: DATE: /71� � CR R CONTINUOUS BARS AS CITY ENGINEER RCE No. 24953 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 12" MIN REQUIRED BY PLANS STAMPFL 12709 EAST END AVENUE 710 MADOLE ES 6 RKPARASSOCIA E$ INC. Call . TOLL FREE DESIGN RE LADED 3" CLEAR TYPICAL A. THE CONTRACTOR IS TO OBTAIN A BUILDING PERMR, LOCATE AND D �_� ( ) BEOTECT PERFORMED NG UTILITIES.BY THE AGENCYI CONSTRUCTION INSPECTION PERMITIS TO CHINO. CAL628-9FORNIA 911 ENGINEERING (909) see-9s„ p OB. THE ENGINEER WILL NOT B RESPONSIBLE FOR OR LIABLE FOR C�tSULTING CIVIL ENGINEERS I 1 -800 18 0 HOOK 900 BEND UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. THESE DRAWN LAND PLANNERS SHEET 3" CLEAR (TYPICAL) PLANS ARE AUTHORIZED FOR USE ONLY AT THE LOCATION SHOWN q f R = 3D MIN. FOR 3 THROUGH 8 BARS IN THE DRAWING TITLE. ALL CHANGES TO THE PLANS MUST B 106M CHURCH STREET, SUITE 107 L-24 - 413 3 R = 4D MIN. FOR 9 THROUGH 1 1 BARS FOOTING STEP DETAIL CIN WRITING, AND MUST BE APPROVED BY THE ENGINEER. RANCHO CUCAMONGA, CA 91730 C. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE CONDITIONS AND (909) 949-1311 R = 5D MIN. FOR 14 & #18 BARS SAFETY OF ALL PERSONS AND PROPERTY DURING THE COURSE OF CHECKED DRAWING N0. T CONSTRUCTION, AND AGREES TO DEFEND AND INDEMNIFY THE 3-$-2001 W W RKIN AY BEFORE Y �gw ENGINEER FROM ALL LIABILITY, EXCEPTING FROM SOLE NEGLIGENCE DATE RCE No. 1 -113-�— OF THE ENGINEER. WILLIAM STAMPFL, RCE 19344 DATE