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HomeMy WebLinkAbout1974-L DEVELOPER/OWNER FAAL Li dor Em LANDS C.. AP .E CITY OF RANCHO CUCAMONGA OEMARC11TECTUR COMMUNITY DEVELOPMENT D 'ARTM NT NC dNRINO DIVISION A' IEDIANN10500 CIVIC CENTER DSIVE ISL A V RANCHO CUCAMONGA, CA 91730 ROCHESTER AVE . EAST TO DAY 'NtNE :(000) 7I-27O CREEKFLOODCONTROL CHANNEL CONTACT: JERRY DYER LANDSCAPE MAINTENANCE D VICINITY MAP GENERAL NOTES SHEETINDEX L-1 T1'fLESHEET PROJEc,r SITE....,�._ .__�...._.....-_ L-2 CONSTRUGFIOPLAN N r ��f{ iE` " —� 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE io. CONCRETE HEADERS SHALL BE PROVIDED AS CALLED OUT ON ` IRRIGATION�! �itb °'••••°.�^e,� ^++ f 1� .. `� i J9117sco L7 14',1JVI*WAL n �•"' zs' s ?CYR D n >a;�tuwna nt t` PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE THE PLANS. • t, �` �,� - *lka�► » �Yryax ut t ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. �$ 4 BEY' yp , s ecru u aaRcriwr NpLE1p St Ip ' t �" a •rare n s xm ti 11, PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE �`' IRRIGATION � �1� � t 7 CARR; A 'LO K0 MAI A Yu c- , � . I? . n n=+�casuuan 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE FOLLOWING CRITERIA: y ( a Nt:o wr1Pa A n ATut n .0 �to*ji%rr.Mt.IT n KNwtun i CITY ENGINEER PRIOR TO COMMENCING ANY WORK. a . u n z+Aur n PLANTINGJ �J '� <r°v-vat A �a touAm n PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. PRIOR R s""° " "P` I ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC " M'• + 'r " CITY STANDARDS AND THE STANDARD SPECIFICATIONS FOR SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, ��t PLANTING DEMILS, Ili . t x �- r---T-- .� ; — — PUBLIC WORKS CONSTRUCTION, 2003 EDITION WITH ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY S, rr�'srrtotrar ,�t}`+�i ,�� � �_} n � SUPPLEMENT. REQUIRE BACKFILL SOIL AMDNOMENTS, AS DETERMINED BY THE p s Hraysm r Pawn' CITY INSPECTOR, r`` 4, THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR ALL PUBLIC TREES ARE TO BE PLANTED PER PUBLIC WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC IMPROVEMENT PLANS ONLY, LIABILITY AND PROPERTY DAMAGE_INSURANCE AS REQUIRED W BY LAW AND THE SPECIFICATIONS, 17 PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. o5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO 13, PRIOR TO THE COMMENCEMENT OF ANY PLANTING, SOIL I SLYO F TRILL" 6 vr s EXCAVATION NOTIFY PERTINENT T UTILITIES AND AMENDMENTSSHAL L BE ADDED AS CALLED FOR IN THE SOIL - UNDERGROUND SERVICE ALERT AT 1-800-277-2600 TWO ANALYSIS PREPARED BY SOIL AND PLANT LABORATORY, INC. s sT. f fi ; F << WORKING DAYS PRIOR TO CONSTRUCTION. AVAILABLE FROM THE CITY. � � i ti� vrcrvata 1'y' 6. THE SOILS ANALYSIS PREPARED BY SOIL AND PLANT 14, ALL PUBLIC'TREES ARE SUBJECT TO INSPECTION AND LABORATORY, INC. AVAILABLE FROM THE CITY AND ALL ACCEPTANCE BY THE ENGINEERING DIVISION. RECOMMENDATIONS FROM SHALL SUPERSEDE SOILS a��. UR �drtr'°r�ft� AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS, 15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 7. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. (626)969-7911 ROUTE----- PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION JOHN CHAPMAN t ROUTE h FROM THE INSPECTOR THAT ESTABLISHMENT IS ��`•�- -- ----�--------•--------� � I >r--- -•-------------•--- ------------ ---+----- ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD B. VERIZON COMMUNICATION (800)469-4340 C,A �NG I (TYPICALLY 180 DAYS)SHALL COMMENCE. SAID MAINTENANCE j i �, Y PERIOD SHALL CONCLUDE ONLY AFTER VERIFICATION OF C. SOUTHERN CALIFORNIA GAS COMPANY (909)335-7847 OVERALL PLANT HEALTH BY THE CITY INSPECTOR. MAINTENANCE SHALL INCLUDE MOWING WEEDING, IRRIGATION, D. CUCAMONGA VALLEY WATER DISTRICT (909)967-2591 I PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW 10440 ASHFORD STREET GRADE, FERTILIZING, AND APPLYING SUCH SPRAYS AS ARE RANCHO CUCAMONGA, CA 91729-0638 NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE - f ._+ -•- - -```-`""'ssr, (mrsirAdc) ALSO INCLUDES ALL REPAIRS REPLACEMENT, CLEANING, AND E. METROPOLITAN WATER DISTRICT (909)217-4679 ST ,. � � , > --, s ADJUSTING NECESSARY O KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED F. CHARTER COMMUNICATION (909)343-5171 PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. G, SOUTHERN CALIFORNIA EDISON COMPANY (909)357.6585 8. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED 7951 REDWOOD AVE. N.T.S. PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A, FONTANA, CA 92336 RECOMMENDATION. H• SPRINT (800)659-9698 9. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760•-438-0525. MAINTENANCE RESPONSIBILITY MAP CONSULTANTS LAND S CAP E ARCHITECTURE SITE PLANNING LANDSCAPE UANTITI - 10221 -A Trademark street Rancho Cucamonga CA 91730 SHEE`rS L.2,6& L-8 SHEETS L-3 L-6& L s HAVEN AVENUE c�1Y. Slt� (909) 484-2800 — - - �� Fax (909) 484-2802 TREES Pinus canariensis 19 24"BOX Lagerstroenia indica'Watermelon Red' 28 24"BOX Richard Krumwiede r • CA Lic, #2834 AZ Lic, # 29115 ,as A a . a 0 A Has DNA MUSLAM „ 91. MIA ". WI WAA `f0 A10101 0AW. Ma WMA lawst� 0 Awsign us AAJIIIANV Lic, #446 < FOOTHILL BOULEVARD(ROUTE tib) , FOOTHILL BOULEVARD(ROUTE M o TOTAL AREA 11,545 SQ.FT. �CAUO0 TOTAL ACRES 0.27 ACRES A �A A A M �A 0 na US A A ass A 02 A US 10 A W A M M A LAI A to 0 M a a us a A us a gar -0 A A a a A A �A AV us a a A TOTAL SQ.FT. HARDSCAPE AREA 4,117 SQ.FT. (33%) TOTAL PLANTER AREA 7,335 SQ. FT. (67%) DESCRIPTION OF REVISION vA'I'I; APPROVED �.. CITY 0f RANCHO CUCAMONGA 0 ' 0 FOOTHILL BLVD. MEDIAN ISLAND 2i ROCHESTER AVE. EAST TO DAY CREEK FLOOD CONTROL CHANNEL i� TITLE APPROVED BY; DATE : sCAp .1 1y ru IA,1 qq CI'TY ENGINEER %T��1� ��� RCE No . 24953 DESIGN ARCHITERRA DESIGN GROUP DEL) �a w � GRD�'{ LANDSCAPE ARCHITECTURE SITE PLANNING 10221-A TRADEMARK STREET sgrc re DRAWN RANCHO CUCAMONGA, CA 91730 SHEET y-9 -OB i��r�� WK (909)484-2800 FAX: (909)4842802 N.T.S. 5, Date CHECKED JOB NO. 0423-5 DRAWING NO. OF CN, SAS DATE 2-15-05 RLA NO.2834 1974-L SHEET .377 OF 57Z PROJECT SHEET NO.-- OF _ T 6 0 ■ w 7 ■ W 3 7 w > VERIFY 5MIN.PLANTING M FOOTHILL BOULEVARD (ROUTE 66) EDGE IN THE FIELD TTI (f) "TYP. B 2-0 W7 76 77 78 79 so PA A M !. -7 U) ■ w 2'-0"TYP. w M220'-0" • 4521-61# f 0 7 7 ■ 0 6 ■ CONSTRUCTION NOTES 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS 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 LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. ■ 2. FOR SITE GRADING, SEE CITY DRAWING NO. 1974. KING HIMSELF FAMILIAR WITH ALL W 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MA UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE > SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT 0 m ■ OF SAID UTILITIES. 4. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. w 0 W ■ FOOTHILL BOULEVARD (ROUTE 66) 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITOPERATH OTHER r b SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION IONS 2'o"TYP. :D AS SHOWN. Ali TO :7-47 M. 6. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT _PA_ —PA - f _PA_ - z REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. 7. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITHTA DGADES AND/OR 2'-0"TYIP. DECE.■ z ELEVATIONS, THE DESIGN ELEVATION SLTAKEE 1851-0" 128-6" w , z 1 3 4 E STANDARD SPECIFICATIONS FOR ■_j ■ 8. FOR CONCRETE INFORMATION, REFER TOTH PUBLIC WORKS CONSTRUCTION (GREEN BOOK: EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4, 201, 303 AND 400, AS WELL AS ANY OTHER C) SECTIONS RELATED TO THE INSTALLATION, PRE AND POST INSTALLATION OF -UP. CONCRETE WORK, MATERIALS, LABOR, AND CLEAN 0 0 Zyz CONSTRUCTION LEGEND �_ 0z wo _j OW T_w0w0 l NEW CURBS CONSTRUCTED PER SHEET NO.18 OF CITY DRAWING NO.1974. C)Z 0 w 00z CONCRETE PAVERS IN MORTAR BED. 60 MM ORION CONCRETE PAVER, 0 U) >-0-< -CRETE, COLOR, SIZE AND PATTERN TO MATCH _j < _j T_ MANUFACTURED BY PERMA EXISTING FOOTHILL BOULEVARD MEDIANS. 18" WIDE CONCRETE PAVER MAINTENANCE EDGE. 5' WIDE CONCRETE PAVER IN MORTAR BED PASS-THROUGH @ 450 ANGLE TO CURB FACE. EXISTING P.C.C. CITY SIDEWALK.-N.A.P. EXISTING ACCESSIBLE RAMP.-N.A.P. EXISTING STORM DRAIN CATCH BASIN.-N.A.P. DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA rddsk FOOTHILL BLVD. MEDIAN ISLAND lqw ROCHESTER AVE. EAST TO DAY CREEK FLOOD CONTROL CHANNEL SCALE: 1" = 30' CONSTRUCTION PLAN Underground Service Alert Oo Si C A pp APPROVED BY: DATE : R C E N0. 24 953 A T E 4 CITY ENGINEER C E W PLAN CROSS REFERENCES UM&W, �9, DESIGN ARCHITERRA DESIGN GROUP Di 44�q LANDSCAPE ARCHITECTURE • Call: TOLL FREE FOR NOTES AND LEGENDS, SEE THIS SHEET 0 GPD SITE PLANNING FOR CONSTRUCTION DETAILS, SEE SHEET L-3 :3 10221-A TRADEMARK STREET Signatu DRAWN RANCHO CUCAMONGA, CA 91730 1 -- 2 1 -800 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4 one Da MPW (909)484-28W FAX: (909)484-2802 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-6 tp Date -5 DRAWING NO. 422-4133 CHECKED JOB NO. 0423 1974-L 0 F CON, SAS DATE 2-15-05 - RLA NO. 2834 TWO WORKING DAYS BEFORE YOU DIG SHEET OF VARIES 2'-0"TO 10'-0" 18" 6" 618 �� 10'-0" 18" 6" 4'-0" 5 6" 6 6" 1 Q-1, �� 1 6k� 7 5 6k� 1 7 1/2" MORTAR 1/2 MORTAR 2%TYP• 2% MIN. 2% MIN. 2%TYP. 1 1/2" MORTAR 2%TYP. 2% MIN. 2%MIN, 2%TYP. I SETTING BED SETTING BED ( '�"�'" ""`�� '�-`-"�',. ""' SETTING BED 2% YP, 0 1/2" MORTAR �- --- �---" . ;<� ?:x : 2�____TYP� SETTINGBED " •• -.v--: .: ..:.f... .................f{.. ...: .. ...::.n>-.. vr..:...x.-a.-..c.... ',t4v4s.. ✓X••.. ✓c:y • .. f,.�-.. ,.ih•. f::•• •.r: :.Y. .... ::,v• .••?.• v:•: r- .•. ... f .!,1Y%. ;?,;:,Y S•%rhY{:r '\•.t• ,..X`• Y4 .s' 3..-0.. ..ii Yn.t... ...A•G:.{{,{V:rC r.IX+eC(C.x. .+k.'x .{vFi::ICA rn..¢:4.. ...A:. ... - .. r .:... ":i .� ,:.Y'J ✓-/ f'.*6dA \..� ..,.;...:...%..;..,.. : .,...:[ ,.,..., .,.,., ...:4,r .x, vX, }`•%}.r'S�Y.Y.YS.'Y ✓: r.F: :•;,>;�`.•r x:J. },r.':.}%.vi v4.,c+..4 v5. .1.r .: .✓%Jr.; '�.. }..:;. ..nr'r}%;}}':.y,,7x.,..} .�•.:' ..?;��;{;Y:"y." �i!>?'?�- '}.. ..�;-tir" ... 'i•!r•?'.4::.,.r: 4, ..,•.,4.,..:... �::.v .y.:`::,^;, :r.✓fir; � '.•l; .' .K4.4ti%::; .}},., ;c'•s. .... .... - '').;}}}.},}tir.'•:`:-.Y:y:••;,- v'.:,f ,�.± ,. � J<,,•t:' '.`: •.K4.c .X.;,•:;c4S{,.', Y�. `•{\<:.,..,..!: 44 't i:S•v<"' {�. 4:'{`. .x•. '-,s'f.. .;;i`.,7 Y`J'-.Y '.} s} r;{"/?::ri7,ry;•y" ;.'• ,.,.;'YF'. ✓s,Y}...4✓/,!l4r /' 2 4 3 2 3 4 5 6 Y ' 2 66 5 6 LEGEND: 2 3 4 6 LEGEND: LEGEND: 1 CONCRETE PAVER IN MORTAR BED. COLOR, SIZE AND PATTERN TO LEGEND: O MATCH EXISTING FOOTHILL BLVD. MEDIANS. D ASPHALT PAVED ROADWAY. 1� ASPHALT PAVED ROADWAY. �2 CONCRETE CURB PER CIVIL ENGINEERS PLAN. 2� 8"CURB. 0 ASPHALT PAVED ROADWAY. 2� 8"CURB. 4 PRE SATURATED COMPACTED SUB BASE SAND OR BASE MATERIAL WILL BE 8" CURB. @18"WIDE CONCRETE PAVER MAINTENANCE ) 18"WIDE CONCRETE PAVER MAINTENANCE REQUIRED AS DIRECTED BY ENGINEER. EDGE. 03 FULL WIDTH CONCRETE PAVER MAINTENANCE SURFACE. EDGE. �4 90%COMPACTED SUBGRADE. ® 4" PRE-SATURATED COMPACTED SUB-BASE SAND OR BASE MATERIAL WILL BE 4a PRE-SATURATED COMPACTED SUB-BASE SAND OR BASE MATERIAL WILL BE 4" PRE-SATURATED COMPACTED SUB-BASE SAND OR BASE MATERIAL WILL BE REQUIRED AS DIRECTED BY ENGINEER. ® 4REQUIRED AS DIRECTED BY ENGINEER. REQUIRED AS DIRECTED BY ENGINEER, U5 ASPHALT PAVEMENT, � FINISH GRADE. O FINISH GRADE. 6� 1/4" FULL DEPTH POLY-FOAM EXPANSION JOINT 5� FINISH GRADE. WITH TEAR AWAY TOP ® COMPACTED SUBGRADE. �6 COMPACTED SUBGRADE. © COMPACTED SUBGRADE, 1/4" FULL DEPTH WITH TEAR AWAY POLY-FOAM EXPANSION JOINT TOP, `✓ /4TH TEAR AWAY POLY-FOAM EXPANSION JOINT O WITH TEAR AWAY POLY-FOAM EXPANSION JOINT n 10 CONCRETE PAVERS SECTION A-A SECTION B-B SECTION C-C SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. k 6 SCALE: SCALE: SCALE: SCALE: DESCRIPTION OF REVISION DA'rE APPROVED CITY of RANCHO CUCAMONGA FOOTHILL BLVD. MEDIAN ISLAND ROCHESTER AVE. EAST TO DAY CREEK FLOOD CONTROL CHANNEL SCALE: SCALE: SCALE: CONSTRUCTION DETAILS. Underground Service Alert APPROVED BY: s DATE : �_�o�' g "us�aPF 4 CITY ENGINEER RCE No . Z4953 • • y� mw��� 9�ti ARCHITERRA DESIGN GROUP 1��v1El\IDED Call: TOLL FREE w DESIGGPD a cJ �� LANDSCAPE ARCHITECTURE v w n SITE PLANNING If 1 -800 * 1-a1- � (909)484-2800 84-2800 TRADEMARK FAX 909)84 2802 signatu DRAW MPW RANCHO CUCAMONGA, CA 91730 SH ET �_ % ? 422-4133 ,qr Date o �` CHECKED JOB NO. 0423-5 DRAWING NO. F o F cl��-�� SAS DATE 2-15-05 RLA NO. 2834 1974-L, TWO WORKING DAYS BEFORE YOU DIG SHEET =OF ,S2 PROJECT SHEET NO. OF _ V : I I ,. .. .. ■ ■ W W A-4W l > A-3 ■ _ I FOOTHILL BOULEVARD (ROUTE 66) 1 112 <D ■ �'^' 3/gtl 3/" 314" 3/4" X3/4" 314" 3/4" 3(q" ■ V! W - 7 76 77 78 79 - - I_ 3/4" 314" 3/4" 3/4" 3/4" 3/4" 314" 314" W V N/ W Z ■ Q O o 'o ri ■ .. - rA1 24 A-5 24 M ♦-- 1"WATER METER 1 1/4" 981 11 14" 1057 ` rA2 24 A-8 24 ; /'V 973 A-3 24 A-7 V 28 `r f 1/4" 988 1 Iffy 1250 ALL CONNECTIONS T9 WATER METER A-4 24 ■ M MUST BE PER CVWD STANDARDS 1 f/4" 987 I ■ W , r a ■ , I ; ■ A-5 W FOOTHILL BOULEVARD (RO TE 66) A-7 I ' W � A 2 A-1 ��� ' �p N� ■ __" - r r r - - - r- - r r r r r r 2" - - - r - - mil Aab4r" 11/2" 314") 314" 1 1/2" 314" 314" 314 ■11/2 314tl 314" 314" 1 112 314" 3/4"' ' 3!4" 3l4" 1 1314 3l4" 314" 314"1114" - - ----�--- - 1114"•- - - -I1/4" - - - -1114" - �- 1114" .- -" N N N x tl tl / N 3/44 "� " 3/4" 3/4" 3/4' 314" , 1 3/4" 314 314" 314 314 314 314 314 314 3 4 W 3/4 3/4 314" I , , W ■ r , r , ■ , t , z ■ I , , J i r Cc cc w ■ z Yz ■ 0z Uj W O W LU Utz IRRIGATION LEGEND W 80j < QST SYM. MANUFACTURER MODEL NUMBS DESCRIPTION RADIUS GY-NL P_.S.L EQUIPMENT LL W 0 LL U _d RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' 0.10 30 E I"WATER METER PER CUCAMONGA COUNTY WATER DISTRICT PRESSURE LOSS CALCULATION o RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' 0.20 30 RAINBIRD BV200FP LINE-SIZE BALL VALVE PROJECT: FOOTHILL BLVD MEDIAN ISLAND BY: RFT At RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 5' 0.37 30 ® FEBCO 825-YA-2,00 2"REDUCED PRESSURE BACKFLOW DEVICE, INSTALL IN A COAST GUARDSHACK STATIC PRESSURE HIGH: 85 PSI LOW: 77 PSI ENCLOSURE MODEL#CGS-1 SOURCE OF INFORMATION: RUSSEL SILVA - CVWD RAINBIRD 1812-SAM-PRS-8Q POP-UP-SPRAY HEAD 8' 0.30 30 SUPPLIER: CVWD • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' 0.50 30 ® CALSENSE FM-1.258 1 114"FLOW METER PHONE NUMBER: (909) 987.2591 SUPERIOR 3100 SERIES 11/4 NORMALLY OPEN MASTER VALVE VALVE STATION/GPM: STATION: A-7 GPM: 28 M RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 S_l J.QSS. RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' 0.70 30 0 CALSENSE ET2000-8-LR-RR-TP-1 8-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ITEM.- ----- P TP-110 w/LR-RR ANT, INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL 9,SB-16SS/120 VOLT 1" @ 28 GPM 3.70 V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' 0.80 30 WATER METER !� RAINBIRD EFB-CP ELECTRIC REMOTE CONTROL VALVE, 11/4" SIZE BACKFLOW DEVICE SIZE: 2" @ 28 GPM 12.00 IRAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10' 1.60 30 FLOW SENSOR: 11/4" @ 28 GPM 1.14 HEAD 12' 1.20 30 ® RAINBIRD 33D W/33DK QUICK COUPLER VALVE @ 150' O.C. MASTER VALVE: 11/4" @ 28 GPM 0.78 RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAYGATE VALVE(S): 1 2" @ 28 GPM .01 - - - APPROVED CL.315 MAINLINE,SIZE AS SHOWN, MIN.COVER 18"SHOW CL 315,211 AND LARGER MAINLINE (CL 315): 2 377 L.F. @ 28 GPM 2.48 0 RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2,60 30 APPROVED SCH,40 PVC LATERAL LINE,SIZE AS SHOWN, MINT COVER 12" AUTOMATIC VALVE SIZE: 1 1/4" @ 28 GPM 2.86 DESCRIPTION OF REVISION ,f RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 15' 0.90 30 LATERAL LINE SIZE 3/4" 63 L.F. @ 8 GPM 3.24 LDATE APPROVED APPROVED SCH.40 PVC 6"IRRIGATION SLEEVE 1 1/4" 10 L.F. @ 14 GPM 0.12 CUCAI� 0N � A j► RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15r "1,90 30 1 1/2 5 L.F. @ 28 GPM om CITY of RANCHO APPROVED SCH.40 PVC 2"WIRE SLEEVE 27.26 � RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3.70 30 FITTING LOSSES (10% OF SUBTOTAL): 2.73 ISLAND RAINBIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 15' 0.90 30 IRRIGATION HEAD PRESSURE: 30.00 FOOTHILL BLV®. MEDIAN SYSTEM LOSSES SUBTOTAL: 59.99 ELEVATION LOSSES/GAINS (ELEV. X .433): 0.00 59.99 • ROCHESTER AVE, EAST TO DAY CREEK FLOOD CONTROL CHANNEL TOTAL SYSTEM LOSSES: 77.00 AVAILABLE PRESSURE (LOW): (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+) 17.01 SCALE: 1" = 30' PLAN IRRIGATION Underground Service Alert "°SCApF APPROVED BY; DATE : �- l� G�� wi�,'�9�, CITY ENGINEER =���� �i% RCE No , ?A•9S3 FLAN CROSS REFERENCES y" a a y. DESIGN ARCHITERRA D SIGN GROUP NIlVEVDFD • - Call: TOLL FREE VA LV E SIZING KEY w r SAS LANDSCAPE ARCHITECTURE SITE PLANNING EE THIS SHEET � �{ w � 10221-A TRADEMARK STREET FOR LEGEND, S lgnatur DRAWN RANCHO CUCAMONGA,CA 91730 kSET L 1 -80® FOR IRRIGATION DETAILS, SEE SHEET L-5 # �sos�asa-2soo FAX: tso9>asa-2ao2 K VALVE # 1 10 GPM � � � � RF•r FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 d) Dae �,� JOB NO. 0423-5 DRAWING NO. 422-4133 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-6 VALVE SIZE 3/4" 10 •-AREA (S.F.) qrF 0 �Q4 CHECKED F cp�-� SAS DATE ?-15-05_ RLA N0. 2834 1974-L TWO WORKING DAYS BEFORE YOU DIG SHEET _ -OF PROJECT SHEET NO. OF COAST GUARD SHACK cQ ENCLOSURE(CGS•1) PLASTIC VALVE BOX A COVER: STRUCTURE OR uu OUND PLASTIC VALVE BOXB ETCHED "QC" CARSON OR EQUAL HARDSCAPING TO SPRINKLER•ANGLE PIPE TO F- COVER ETCHED"IRRIGATION GATE" BACKFLOW PREVENTER ( ) SPECIFIED DEPTH WITH 45°ELLS (CARSON OR EQUAL) ASSEMBLY 8" MIN, SCH 40 PVC MALE ADAPTOR 0.1' LINE VALVE(2)PLACES 3"ABOVE GRADE IN SHRUB 18"MAX, SCH BO PVC UNION C N CONNECTORS WATERPROOF PSLACK INISH GRADE AND GROUNDCOVER AREA CONNECTORS T EQUAL BRASS OR PVC NIPPLE ELECTRIC CONTROL VALVE PLASTIC VALVE BOX 1 1 BRASS UNION FINISH GRADE MARKED"IRRIGATION RCV" CLOSE NIPPLE m (CARSONOR EQUALWHITE ► ETCHED WITH CONT OLLER BLUE BALL VALVE•1112'OR SMALLER WITH BRASS WYE STRAINER AND VALVE SEQUENCE 1 8"THICK X 12"WIDE ' ' gSTAINLESS STEEL HANDLE WITH L MESH l'� W CONCRETE PAD(LENGTH VARIES . N 8,MINflNisn GRADE MONEL SCREEN PER SIZEIMANUFACTURER) 33 DNP QUICKEPDXY FILLED WATERPROOF tSLOPE TO DRAIN AT MINIMUM 2% COUPLING VALVE CONNECTOR 1 1 PVC SLEEVE SIDEWALK FINISH GRADE z REQUIRED FOR --' TSENSOR-MOISTURE PIG TAIL EXPANSION PIPE THROUGH STAINLESS STEEL WHERE IRRIGATION CONTROLLER LOOP(MIN.24 LONG) VALVE o► •� x►• CONCRETE PAD REQUIRED ;p ,► * ? SCREW CLAMP PLASTIC VALVE BOX(CARSON OR BRASS PIPE MINIMUM (3) PLACES ' PIG TAIL EXPANSION EQUAL)WITH PLASTIC INTEGRATED WIRE CONNECTORS 2 REQUIRED z 3/4"WASHEDLOCKING a 3" �t � _ "►'- BRASS ANGLELOOP TURF LONGI TURFAREAS PLACE AT GRADE IN " 3" 2 90%COMPACTION CRUSHED z Flow VALVEW/UNION PLANTBEASAND3°ABOVE IN ,� ,� NOTE: 3 °2 AGGREGATE BASE v . ' ► ► • ► ;, PLANT BED. CONTRACTOR TO INSTALL ,,,�-BRASS NIPPLE -TYPICAL • Z • ► ►► ► - 14N WASHED A 6"DEEP BASE OF 3/4" 00 2 PLACES ► ► ► CRUSHED AGGREGATE PIG TAIL EXPANSION MASTER VALVE AND FLOW •�•.� �- _ ( )RAVEL UNDERNEITH ` ��� ►► • ►• \ z r LOOP(MIN. 24"LONG) as WHITE METER. FROM WATER SCH 40 PVC MALE ►•• ••• • ► +• ► ► s ► 3ls (COMMON) SOURCE 1• ADAPTOR SCH 40 BRASS NIPPLE TO METER VIA • 1 SCH 40 BRASS NIPPLE SCH 60 PVC NIPPLE F 14 BLUE i i • + 1A �• LINE TO SYSTEMS CONTROL 6 COMMON WIRES WIRES z ®► 24' LONG RED a A PER CCWD STANDARDS CK ELBOW TYPICAL (2) PLACES BLACK VALVE •° RIGID PIPE AND RELATED FITTINGS SHALL BE PER BRASS NIPPL =31F�0 CUCAMOCONTRACTOR SHALL VERIFY WITH CCWD PRIOR 0 DIAMETER ° SCH 40 PVC SXSXT TEE SCH 80 PVC 90°LLEY WATER DISTRICT STANDARDS. SCH 40 BRASS 90 ELL PRESSURE SUPPLY LINE SAME SIZE As " CONSTRUCTION. STREET ELL NOTES: FLOW METER 3/4 WASHED CRUSHED PRESSURE SUPPLY SCH 40 BRASS 90° 1. INSTALL CONTROL VALVES A MINIMUM EV R FROM STRUCTURE OR HARDSCAPING, SIZE AGGREGATE BASE NOTES: LINE FITTING STREET ELL 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TOCAPI% KS. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURE OR HARDSCAPING, DIAMETER SAME SIZE NOTES: 1. INSTALL PER LOCAL CODES. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. AS FLOW METER SIZE 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 2. EQUIPMENT TO BE INSTALLED ATA MINIMUM OF 24"FROM ANY PRESSURE SUPPLY LINE (4 REBAR STAKE AND 2. INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING, STRUCTURES OR HARDSCAPING. (24" LONG) 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER VALVE NUMBER. MINIMUM DISTANCE DOWNSTREAM OF 3. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS, 3. ORIENT UNIT PARALLEL TO STREET. UNINTERRUPTED PIPE (5X DIAMETER 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. OF FLOW METER SIZE) 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 5. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF NOTE: MINIMUM DISTANCE UPSTREAM OF e. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND DISIMILAR METALS. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. UNINTERRUPTED PIPE(I OX DIAMETER VALVE NUMBER. S. VALVE PER STD.518 REQUIRED BEFORE BACKFLOW PREVENTER OF FLOW METER SIZE) WHEN MAINLINE IS 3"OR LARGER. MASTER VALVE / FLOW SENSOR LINE SIZE BALL VALVE BACKFLOW PREVENTER 825-Y QUICK COUPLER VALVE REMOTE CONTROL VALVE SCALE: N.T.S. RC # 518 SCALE: N.T.S. RC # 517 SCALE: N.T.S. RC # 535 SCALE: N.T.S. R C # 520 0 SCALE: N.T.S. RC # 516 HAROSCAPING(SEE NOTE 4) 24 STRONGBOX MODEL NO: SB•16SS/120V , rrNOTE:STAND ALONE CONTROLLER WITH ANTENNA THI-POP SHRUB HEAD BODY SET TO LR DOME ANTENNA 1 � SURETOBEGROUNDEDPERIva'A00VE(INISH GRADE EPDXY FILLED LOCATED -- ffi w CODE.GROUND ROD TO BEMULCH OUTSIDE OF BOX, ACKFILL SEE OISTALDLERSIDE.INSIDE LOSURE.ON M--��- Z SPECS.CLEAN FOR OR MATERIAL, INSTALLATION/LOCATION COAXIAL CABLE ;Cscgc,ar;•;r,•rr;c;,rr;s,. ra.�,•:r;a a' E LAT FINISH GRADE PER CITY AND CALSENSE �"T 'T .•`,.-'£s5`;{v•c+. C-et.;,+•••cv;4. ey.�'cu.is'.i L I REPRESENTATIVE � w N 90%COMPACTION REQUIRED CALSENSE CONTROLLER, FINISH T '!. z LINE: SCH NON-PRESS40RSNAKE PIPE -" MODEL NO. PER PLANS GRADE . CLEAN BACKFILL SEE IN TRENCH. 3'-8"X3'-8"X8"CONCRETE Z SPECS. FOR MATERIAL. -'- IN. FOOTING INSTALL A MINIMUM OF 90% COMPACTION REQUIRED N --- INSTALL CALSENSE INSTALL CONDULETTE W/ 2%• TOP ORA N AE AND MINIMUM SLOPE 2%. O TP 110 DEEP WP"J"BOX ' ; N TfT CALSENSE HARNESS WI WEATHER TIGHT ELECTRICAL COMMON PROVIDE 6 . PRESSURE 120 VOLT DUPLEX IMVdR "MINOF SAND SUPPLY LINE OUTLET(GFI) CONDUIT FITTINGS. 3"SCH.40PVC CONDUIT BEDDING AND SHADDING SLEEVE • SIZE TWICE M T _ SUPPLY LINE. CONTROLLER WIRED"HOT". DIAMETER OF PRESSURE NOT SWITCHED 120 VOLT WIRE IN RIGID STEEL B" CONDUIT(PER LOCAL CODE) SWEEP ELL - ---I TO POWER SIDE OF CABINET (TYP.) ' • •6%�• o RESET--/ CALSENSE TP-i TRANSIENT PROTECTION BOARD _ _ AND OEWIRE •BUNDLE LLIRR DOME ANTENNA PORT j', 1• � AND TAPE AT 15' O.C, AND HEAVY DUTY WEATHER-RESISTANT LOCATED OUTSIDE OF BOX. - _I - , SECURITY INSTALLATIONILOCATIONPER CONTROL WIRE SLEEVE PRESSINSTAURE SUPPLY LI PHOTO ELECTRK:SWITCH FOR SE CITY AND CALCENSE REP. _ PRESSURE SUPPLY LINE. LIGHT CONTROL AS REQUIRED PER ® . - SIZE PER PLAN. INSTALL PUNS. - :! ADJACENT TO PRESSURE J 4ECTRI METE •TO BE NSTALLE .. SUPPLY LINE - MARLEX 90°STREET LSCH 0 PVCL 90°STREET Ell / MP0.AA610K STRONGBOX MODEL NO. N r.. r• - ENCLOSURE MOUNT CALSENSE CONTROLLER : MODEL NO.PER PLANS. •• ,,,:::..��� TT'77`T� TETT 1�1^'1� LATERAL FITTING MARLEX 901 STREET ELL NSTALLATIONNSTD.LLER REFER TO _ PRESSURE SUPPLY LINE : . . _ NOTES: �. SLEEVE •SIZE TWICE 1T NON-PRESSURE LATERAL LINE 1. INSTALL CONTROLLER PER MFG,PRINTED INSTRUCTIONS AND PER LOCAL SECURITY LIGHT --- �-1 1 1 DIAMETER OF PRESSURE t 1 I I TYPICAL(2)PLACES TIMER REQUIRED PER CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PUNS. SUPPLY LINE. 8'TYP. ANTI-DRAIN VALVE AS REQUIRED PRIOR TO CONSTRUCTION, 8'GROUND ROD NOTE: 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN GIRADE 2 6"TYP. PROVIDE A MIN. OF SAND MIN. BEDDING AND SHADDING SEQUENCE OF REMOTE CONTROL VALVES. 120 VOLT WIRE IN RIGID i. LOCATE HEAD 2"TO 6"FROM WALKS,CURBS,HARDSCAPING,MOWSTRIPS, 3. RUN ONE EXTRA WIRE(COLOR:ORANGE TO FARTHEST RCV ON EACH •+ • STEEL CONDUIT(PER NON-PRESSURE LATERAL AND EDGES OF LAWN. BRANCH OF THE MAINLINE FOR FUTURE�SE. PIGTAIL EACH ORANGE z'scHaoCON Dur . x " • LOCAL CODE) LINE SLEEVE SIZE TWICE 2. USE TEFLON TAPE ON ALL MALE THREADS, WIRE AT THE ENCLOSURE. FOR SECURITY LIGHTDIAMETER OF NON-PRESSURE 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING WIRING mmffi FEATURE AS PER THE IRRIGATION PLAN. 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. LATERAL LINE 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE NOTES: NOTES: CONTROL VALVES. 1. ALL SLEEVES TO BE SCH.40 PVC. i. PIGTAIL AND LOOP CONTROL WIRE AT 90 DEGREE CHANGES INDIRECTION. S. ANTENNA PORT TO BE CONNECTED TO LOCAL RADIO CITY OF RANCHO CUCAMONGA, CALIFORNIA 2. EXTEND ALL SLEEVES 12"BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 2. PRESSURE SUPPLY LINE: 2 112"AND SMALLER 18"MIN.DEPTH. (LR)AND BE OPERABLE TO THE CITY'S YARD CENTRAL COMPUTER SYSTEM APPROVEDBv CONTROLLER ENCLOSURE STMDARDP�AN 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 3"OR LARGER 24"MIN.DEPTH. PRIOR TO ACCEPTANCE 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS, REFER TO CITY 7, ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. I -TYPE A 522 STD.NO.120(24"MIN.TO 36'MAX.DEPTH TO TOP OF PIPE BELOW S. OF[SHOULD BE WIRED SUCH THAT WHEN IT TRIPS,IT DOES NOT TURN OFF c v ENOweeR DATEOSE WTH STA11OAR0 SPECIFICATIONS FOR PUDLC AURKS CONSTRUCTION SHEET I OF+ STRUCTURAL SECTION). THE CALSENSE CONTROLLER. R c.E. j42 1 �� B-� 63S-120V ETAIL TRENCHING DETAIL 12 HIGH POP UP SHRUB HEAD CONTROLLER ASSEMBLY CONT. PED. / S SLEEVING D • N.T.S. SCALE: RC #522 SCALE: N.T.S. RC #533 SCALE: N.T.S. RC #532 SCALE: N.T.S. RC # 539 SCALE. RC #524 1800 PCS SCREEN PERFORMANCE STANDARD&SMALL RAQLU$SPRAY PATTERNS AND UMBRELLA BURRLERa MODELPCS-010 PCS-020 PCS-030 P -040 -060 -090 CS-12 PCS-175 PCS-260 P03- 70 GPM 0.1 0.2 0.3 0.3 0.6 0.9 1.25 1.75 2.6 COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED 8F 1' 3' 5' 81 8H 2' 4' 1' 7' 81 8T 3' 5' 5' 94 80 2' 5' 7' 7' 1OF - 8' 5' 8' 10' 10H 2' 8' 2' 10' 11'# 11'# 10T 2' 6' 7' 104 10Q 2' 5' 71 12F 101# 5' 7' 8' 12'# 12TO 2' 3' 5' 7' 10' 10' 12TT 2' 3' 5' 9' 11' 124 12H 4' 3' 8' 10' 124 124 12T 2' 6' 4' 10' 12'# 12Q 80 121 15F 5' 7' 11' 131 15TO 6' 8' 8' 151 15TT 1' 5' 6' 8' 12' 154 15H 1' 4' 5' 8' 12' 12' 15T 3' 4' 8' 12' 154 15'# DESCRIPTION OF REVISION DATE APPROVED 15Q 2' 5' 6' 12' 154 15SQ 7' 12X12' 1014' 20X20' 23X23' 17SST0X18' 0X10' 16X18' 9X30' 15CST - 4X22' 4X29' 4X39' 9X24' CITY of RANCHO CUCAMONGA 15SST - 4X12' 4X24' 4X27' 4X3-' 4X40' 15EST 4X14' 016' 4X20' 5 4X 18' 5H-B " 0" 6„ 2' 2' 3' 50-B 5" 10" 3' 1' FOOTHILL BLVD. MEDIAN ISLAM 5CST-13 7" 14" 3' 5' 16F-SLA 8" 5' 1' 4' 6' 14' 161# 16H-SLA - 6" 1' 7" 5' 10' 13' 10' ROCHESTER AVE. EAST TO DAY CREEK FLOOD CONTROL CHANNEL 160-SLA e" 2' 5' 3' 12' 161 16'# 22F-SS 8' 1' 4' 6' 17' 214 IRRIGATION 22H-S3 4" 1' 3" 5' 12' 18' 12' 22Q-SS 6" 2' 6' $� 15' 20'# 22'# _ LS #RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI, NOTE: SCREENS WERE TESTED AT 5OPSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS. APPROVED BY. DATE : DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES. 0 S CA AF Kru1 �� �9 CITY ENGINEER G RCE No . 24953 cb `tea �y ARCHITERRA DE IGN GROUP DESIGN Ua . a �W GPS LANDSCAPE ARCHITECTURE PCS SCREEN CHART SITE PLANNING � -s• -+ 10221-A TRADEMARK STREET S9'r -D�re DRAWN RANCHO CUCAMONGA, CA 91730 SHEET L 5 SCALE: N.T.S. RC #533 SCALE: N/A SCALE: SCALE: * � # N9PW (sos)484-2800 Fax: (909)484-2802 - 3: a:C Date FQ CHECKED JOB NO. 0423-5 DRAWING NO. F OF CN SAS DATE2-15-05-- RLA NO. 2834 1 974 L SHEET OF -5r2- PROJECT 5rZPROJECT SHEET NO. OF O W S-1 T-2 —T-,\- ■ W 137 24 16 V24[y FOOTHILL BOULEVARD (ROUTE 66) oC X W 7 f 76 77 78 79 W z W S-2 ■ X 0 ■ ■ ■ PLANTING NOTES: I CONTALRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF BESITE CONDITION WHICHPREVENT INSTALLATION PER PLANS AND SPECIFICATIONS, CONTRACTOR SHALL RESPONSIBLE FOR REMOVING AND ■ RE INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND ■ SPECIFICATIONS. W 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT > REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS, ■ TILITES,PIPES,STRCURES, 3. CONTRACTOR SHALL FAMILIARIZE HiMSELF/HERSELF WITH ALL UNDERGROUND U CITYUT,ANY ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO(COST TO THE DAMAGE OF SAID UNDERGROUND FACILITIES. ■ (T_1S-2 S-1 S-3 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE \ 65 SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS W 1 2 48 193 HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. W ■ FOOTHILL BOULEVARD (ROUTE 66)■ TN F PRIOR r 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. .......... zz jM. I—XXXXX B. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS q xx BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/CR HIS SUB- 1%WTEMY,S SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS x6lin 1111F a CONTRACT NTROR. REPLACEMENT D BY THEI CIT OTE APPROVE 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ETMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT W MATERIALS INSTALLED SHALL BE GOVERNED BY STHEIINDICATED PLANT SPACING REQUIRED, z ■ n �S-2 T-1 S-1 DCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE K7 8. WHENEVER SHRUB/GROUN184 I ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS ■ AND DETAILS HEREON. 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. _j 0 10, THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY, FINAL SOIL AMENDMENT TYPES AND 0 ENDATIONS(SEE SPECIFICATIONS), ROTOTIL THE REQUIRED < QUANTITIES SHALL BE BASED ON SOIL TEST RECOMM ES PER 1,000 SO.FT. ■ SOIL AMENDMENTS WINTO THE SOIL AT THE REQUIRED RAT 1 ■ Z Z 4 CY.NITROGEN STABILIZED SAWDUST 0 z W0 _j 120 LBS GYPSUM W C)W W 125 LBS GRO-POWER PLUS T_ Z W 11, LANDSCAPE AREAS SHALL RECEIVE 4'OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO >_ EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON, GRADING OPERATIONS (-)8z E FOR THE CITY'S APPROVAL PRIOR < _j :r SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE U_ w 0 LL_C) TO PURCHASE AND PLACEMENT, SHREDDED MULCH IS AVAILABLE FROM: EARTHWORKS PLANT LEGEND NORCO, CA (909)538.3321 PLANTING NEAR HARDSCAPE NOTE: 1, SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER SPACING SYMBOL BOTANICAL NAME COMMONNAME %Z-9 agACINQ COMMENT QUANTITY AWAY FROM CURBS,AND OTHER HARDSCAPE ELEMENTS . CALL-0 UT 2. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THE MINIMUM PLANT WIDTH FROM TREES CURBS,AND OTHER HARDSCAPE ELEMENTS WHERE PLANTING SPACE IS RESTRICTIVE, 24 11 Box 20' O.C. Standard 19 WHERE POSSIaLE.IBEES SHOULD HAVE THE RECOMMENDED CLEAR PLANTING AREAS Pinus canariensis Canary Island Pine RECOMMEN ED ON THE CITYS-TRIEF LIST. T-1 T-2 Lagerstroemia indica 'Watermelon Red' Watermelon Red Grape Myrtle 24" Box 10, O.C. Standard 28 00 SHRUBS 0 S-1 Pittosporum 'Wheelerii' Wheeler's Dwarf 1 gal 2411 O.C. Standard 392 MULCH: (0 S-2 Rhaphiolepis indica' Dancer' 'Dancer' Indian Hawthorn 5 gal 42" O.C. Standard 93 DESCRIPTION OF REVISION DATE APPROVED CONTRACTOR SHALL INSTALL A 3"LAYER OF SHREDDED MULCH IN ALL Lantana camara 'lrene' Lantana 'lrene' 1 gal 36 O.C. Standard 202 SHRUB AREAS,MULCH SHALL BE WOOD FIBER MATERIAL AS MADE BY OS-3 CITY of RANCHO U U C A M 0 N GA EARTHWORKS OF NORCO,CA.(909)538-3321 (OR EQUAL), SUBMIT SAMPLE OF ANY ALTERNATIVE MATERIAL PRIOR TO PURCHASE AND/08 PLACEMENT FOR CITY INSPECTOR'S APPROVAL. FOOTHILL BLVD. MEDIAN ISLAND SHEET KEY MAP VF • ROCHESTER AVE. EAST TO DAY GREEK FLOOD CONTROL CHANNEL N.T.S. SCALE: 1 30' W> PLANTING PLAN SYMBOL LEGEND < APPROVED BY: DATE r; PLAN CROSS REFERENCES �%D S CA pe RCE 1�/ No . Underground Service Alert TREES SHRUBS 4 CITY ENGINEERZ..LLf VIf M �9 , La %�t ARCHITERRA DE ICN GROUP DED CO DESIGN FOR NOTES AND LEGENDS, SEE THIS SHEET CALL-OUT FOOTH LANDSCAPE ARCHITECTURE Call: TOLL FREE FOR PLANTING DETAILS, SEE SHEET L-7 CALL-OUT – %-- GPD SITE PLANNING r SYMBOL J 0 0 11 AS —4 10221-A TRADEMARK STREET 4z FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4 SYMBOL DRAWN RANCHO CUCAMONGA, CA 91730 ignatuf 909)484-2802 L- 6 (909)484-2800 FAX: FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 SIZE ewlal! RIFT te.0 Illy 1 -800 (gal./box) QUANTITY QUANTITY Data CHECKED JOB NO. 0423-5 DRAWING NO. P 1974-L 422-4133 0- SAS DATE -15-05--RLANO. 2834 I SHEET 27. OF _ff7. TWO WORKING DAYS BEFORE YOU DIG PROJECT SHEET NO. __ OF NOTES: t.REMOVE NURSERY STAKES 2.STAKES i0 BE PLUME AND 3 2 PARALLEL. S.STAKE TREE PERPENDICULAR TO PREVAILING WINO. ` N T_ v %-.I%_0 TIGHTLY COMPACTED 3'BERM TO FORM HARDSCAPING(CONCRETE HEADER, REQUIREMENT PACING 4'OF CH r ,tNE HALF OF COMPACTED WOOD CHIP � W E� LIMIT OF PLANTER AREA $ Q�.VR` %_0 DEPRESSED WATERING BASIN. TOP OF FOOTBALL TO 4'WOOD CHIP MULCH. CURB 8 GUTTER,SIDEWALK,ETC.) FINISH GRADE « l EXTEND 2'ABOVE ti ! 1 ! 1 �� FINISH GRADE I ® f 1 TO OF STAKES BELOW HEAD OF TREE WHERE , ! 1 ! "5'OR LESS 12' , SPECIES GROWTH HABIT PERMITS. J#� Cal MAIN TRUNK s APART,SETS ACH WITH TIES SPACED SCREWS TO S'LODGE POLES. 7.5 7.5 7.5 75 4 y 2'DIA.LODGE POLE PINE STAKES WITH WOOD PRESERVATIVE STAIN, DRIVE A MINIMUM OF S'INTO ROOT BALL UNDISTURBED SOIL AND POSITION L'LAN V I E V!L STAKES OUT. ROOT BALL, OJQ ARBOR GUARD IN TURF AREAS AND SHOVEL CUT EDGE COMPACTED FRONT YARDS, PLANT PIT TO BE(2)TIMES THE LEGEND: QUA NATIVE SOIL FR OF ROOT BALL TO EXTEND 2" WIDTH OF THE ROOT BALL. LS_OMETRIG..�EGTION ABOVE FINISH GRADE. TIGHTLY COMPACTED 2'BERM TO FORM 1. 18"DEEP LINEAR STYLE ROOT BARRIER AT WATERING BASIN FOR RESIDENTIAL AND SIDEWALK AND 24"AT CURB SIDE AS MADE BY 3 GROUND COVER T PIT INSTALLATION I LOCATE CENTURY ROOT BARRIER MODEL# CPI 6-2(OR OUTSIDE OF PLANT PIT.BERME IN TURF AREAS TO 8E REMOVED PRIOR TO CITU ACCEPTANCE, APPROVED EQUAL). NATIVE BACKFILL WITH NO ROCKS GREATER THAN 3' PLACE BARRIER IN TRENCH WITH THE VERTICAL NOTE: DIAMETER. RIBS FACING TOWARD THE TREE&ALIGN IN A NOTES' STRAIGHT FASHION. USE HARDSCAPE EDGE A3 1'ALL SHRUBS AND GROUNDCOVER TO BE PLANTED AT EQUAL 1. PRIOR TO PURCHASEIPLACEMENT OF THE MULCH,THE CONTRACTOR SHALL uNDlsruRseD NATIVE s011. A GUIDE AND BACKFILL AGAINST THE BARRIERS SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND TO PROVIDE A CLEAN FIT. TOP OF BARRIER TO PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. INTO EDGES AT GROUND COVER AREAS. o i L NOTES: NATIVE BACKFILL WITH EXTEND TO TOP OF CURB OR WALK,OR 1"ABOVE 2.WHERE PLANTED ADJACENT TO,CURBS OR 3, MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION 3 ROCKS GREATER THAN 2• , ' 1.DIA. OF ROOT BALLDO NOT CRACK ROOT BALL.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE TOP OF MULCH LAYER OR FINISH GRADE SIMILAR LIMITATIONS,ALL SHRUBS SHALL BE PLANTED AT ONE-HALF THE 4. PLACE NO MULCH WITHIN A 0'RADIUS OF THE CROWN OF A WOODY PLANT . (WHICHEVER IS HIGHEST). DESIGNATED SPACING FROM SUCH LIMITS. \NATIVE SOIL UNDISTURBED 2. TREE TRUNK LOCATION(CANOPY SHOWN DASHED � SEE LEGEND FOR SPACING REQUIREMENTS. IN). 3,SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES TWICE ROOT BALIpTN ,-,f OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE —1I 3. CONCRETE SIDEWALK OR SLAB. LEGEND ARE ESTIMATES ONLY 4. CONCRETE CURB OR SITE WALL. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA 5. VERTICAL RIBS. /2"N1 6 CITY OF RANCHO CUCAMONGA, CALIFORNIA PPRDVEDBY CITY OF RANCHO CUCAMONGA CALIFORNIA tlTPYR, OVEDBY' STANDARD PLAN DOUBLE STAKED TREE STANDARD PLAN PPROVEDBV STANDARD PLAN 6. COMPACTED SUB GRADE. APPROVED BY: SHRUB SPACING STANDARD PLAN MULCH INSTALLATION 5 GAL - 24" BOX G r� CONTAINER PLANTING 506 508 509 JOG ENGI DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIONITY ENGINEER GATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIONSHEET I OF I ITY ENG DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.CESHEET I OF ICITY ENG N DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION . SHEET I OF I R.C.E. SHEET I OF I - TREE PLANTING SHRUB PLANTING LINEAR ROOT BARR0 IER SHRUB SPACING MULCH SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: SCALE: SCALE: SCALE: SCALE: 4D DESCRIPTION OF REVISION DATE 1,APPROVED CITY Of RANCHO CUCAMONGA FOOTHILL BLVD. MEDIAN ISLAND ROCHESTER AVE. EAST TO DAY CREEK FLOOD CONTROL CHANNEL PLANTING DETAILS IDSAPPROVED BY; DATE : o Llrn -4CITY ENGINEER l � RCE No. 2-4953 `1O °y DESIGN ARCHITERRA D SIGN GROUP 1 `a r' �''� LANDSCAPE ARCHITECTURE v w n GPD SITE PLANNING SCALE: SCALE: a r4 10221-A TRADEMARK STREET SCALE: SCALE: S1931at DRAWN RANCHO CUCAMONGA, CA 91730 SHEET L- 7 * a, RFT (909)4842800 FAX: (909)484-2802 date CHECKED JOB NO. 0423-5 DRAWING NO. F F Cay-�``o SAS DATE 2-15-05 RLA NO. 2834 1974-L SHEET OF PROJF_CT SHFFT NO. OF DEVELOPER/OWNER LANDSCAPE ARCHITECTURAL PLANS CITY OF RANCHO CUCAMONGA COMMUNITY DEVELOPMENT DEPARTMENT ENGINEERING DIVISION FOOTHILL 10500 CIVIC CENTER DRIVE ® MEDIAN ISLAND RANCHO CUCAMONGA, CA 91730 DAY CREEK FLOOD CONTROL CHANNEL EAST TO 1 - 15 FREEWAY PHONE:(909)477-2740 CONTACT: JERRY DYER LANDSCAPE MAINTENANCE DISTRICT NO . LMD 3R VICINITY MAP GENERAL NOTES SHEET INDEX L-1 TITLE SHEET PROJECT SITE—�— L-2 CONSTRUCTION PLAN L-3 CONSTRUCTION PLAN AL ft. 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE 10, CONCRETE HEADERS SHALL BE PROVIDED AS CALLED OUT ON L-4 CONSTRUCTION DETAILS AILS PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE THE PLANS. PLAN� s '�r`� "'"� •rnu +� n,aor ► ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. L'S IRRIGATION PL.TV V IL 6"r ;{y �Sa 11. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE 01rw rsr»�n a. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE FOLLOWING CRITERIA: i' ` '°"°" L-6 IRRIGATION PLAN t wroert's0 Z nn CITY ENGINEER PRIOR TO COMMENCING ANY WORK. m N t°� PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. PRIOR wron 1 M 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC L 7 IRRIGATION D AILS " i3 ruw " CITY STANDARDS AND THE STANDARD SPECIFICATIONS FOR SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, PUBLIC WORKS CONSTRUCTION, 2003 EDITION WITH ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY t+c➢ r � �t�J sr ; SUPPLEMENT, REQUIRE BACKFILL SOIL AMDNDMENTS, AS DETERMINED BY THE r c� 6 _ sx CITY INSPECTOR. ,Q '� 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR ALL PUBLIC TREES ARE TO BE PLANTED PER PUBLIC L8 PLANTING PLAN .� �, j 'ST WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC IMPROVEMENT PLANS ONLY. c > LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED Q I� LN A BY LAW AND THE SPECIFICATIONS. 12. PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. L®V PLAN TING PLAN BLVDA F t t 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO 13. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, SOIL $ Y sr EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND AMENDMENTS SHALL BE ADDED AS CALLED FOR IN THE SOIL L-10 PLANTING DETAILS _ luxe a UNDERGROUND SERVICE ALERT AT 1-800-277-2600 TWO ANALYSIS, PREPARED BY SOIL AND PLANT LABORATORY, INC. WORKING DAYS PRIOR TO CONSTRUCTION. AVAILABLE FROM THE CITY, � i tiO VICTORIA to r e. THE SOILS ANALYSIS PREPARED BY SOIL AND PLANT 14. ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND sr+tat 8{ ter► LABORATORY, INC. AVAILABLE FROM THE CITY AND ALL ACCEPTANCE BY THE ENGINEERING DIVISION. 6IAU1 Yui p ` i RECOMMENDATIONS FROM SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS, 13. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 'CRs °' s ARR01� 7. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. (626)969-7911 ROUTE 7 Moc PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION JOHN CHAPMAN 11 ,. FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD B. VERIZON COMMUNICATION (800)469-4340 ( �Y i (TYPICALLY 180 DAYS)SHALL COMMENCE. SAID MAINTENANCE CAN t x PERIOD SHALL CONCLUDE ONLY AFTER VERIFICATION OF C. SOUTHERN CALIFORNIA GAS COMPANY (909)335-7847 j. OVERALL PLANT HEALTH BY THE CITY INSPECTOR. + ...__._ MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, D. CUCAMONGA VALLEY WATER DISTRICT (909)987-2591 But " ~ �.. • .._ ..._ PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW 10440 ASHFORD STREET �� GRADE, FERTILIZING, AND APPLYING SUCH SPRAYS AS ARE RANCHO CUCAMONGA, CA 91729-0638 NECESSAY FORROPER CARE AND UPKEE . MAINTENANCEALSO INCLUDES ALL REPAIRS, REPLACEMENT,CLEANING AND E. METROPOLITAN WATER DISTRICT (909)217-4679 ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED F. CHARTER COMMUNICATION (909)343-5171 PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. G. SOUTHERN CALIFORNIA EDISON COMPANY (909)357-6585 8. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED 7951 REDWOOD AVE. N.T.S. PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. FONTANA,CA 92336 RECOMMENDATION. H. SPRINT (800)659-9698 9. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760-438-0525. MAINTENANCE RESPONSIBILITY MAP CONSULTANTS LAND S CAP E ARCHITECTURE SITE P LA N N IN G LANDSCAPE QUANTITIES 10221 -A Trademark Street Rancho Cucamonga CA 91730 SHEETS : L-2, L-6, &L-8 SHEETS : L-3 L-6 &L-9 (909) 484-2800 --1 1 FOOTHILL B4OULRUARD OTY. SIZ Fax (909) 484-2802 TREES Pinus eanarienses 30 24"BOX Lagerstroemia indice'Watermelon Red' 42 24"BOX Richard Krumwiede it ' i ' CA Lie. #2834 AZ Lie. #29115 t. . ® .. . . . . . . ® . . . ® ® . ® . . . .. . . . . . . ® . 0 a . . �0 ® i Me M 0 IN # 80 ® w °1r NV Lie. #446 14 I —,– voorwu savEv,wo wa*Euw POOINAL EOJ4EYNW IPCIIIE dl1— — - — m � fCOiWII BYILEVMO tECp I fCGTIMLL BOJLLVIAD{PWiE6R ' If CA TOTAL AREA 24,591 SO.FT. � Q a TOTAL ACRES 0.57 ACRES �. . w . ® . s ® . . . ® . ® ® we . arw . enee ® . rsLerr ® a . . . . ® ee . ® ws . awwwwe . . . aTOTAL SO.FT.HARDSCAPE AREA 9,771 SO.FT. (38%) TOTAL PLANTED AREA 14,820 SO.FT. (62%) (� DESCRIPTION OF REVISION DALE APPROVED L CITY of RANCHO CUCAMONGA, lid 0 O FOOTHILL BLVD. MEDIAN ISLANDS i� DAY CREEK FLOOD CONTROL CHANNEL EAST TO 1-15 FREEWAY U > TITLE S PR VED BY: � . � �� DATE : NoscApg 4 CITY ENGINEER,1 RCE No. ? 953 Co w nDESIGN ARCHITERRa A DE IGN GROUP LANDSCAPE ARCHITECTURESAS SITE PLANNING �.�.�►= 10221-A TRADEMARK STREET signaltuN DRAWN RANCHO CUCAMONGA,CA 91730 SHEET L 7.31-06a WK (909)484-2800 FAX: (909)484-2802 - r N.T.S. ���rF oat. `�o `'� CHECKED JOB No. 0430-5 DRAWING NO. o f Cps- SAS DATE 2-15-05 RLA NO.2834 1974-L SHEET OF S?- - PROJECT SHEET NO._ OF� CONSTRUCTION NOTES Z � ■ 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION A DESIGNED WHEN IT IS OBVIOUS THAT UNKOWN OBSTRUCTIONS AND/OR GRADE U ' DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH ■ CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY K C0 - ■ O FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. m W 2. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN. ■ m 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL ■ F- UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE 75'-0" FOOTHILL BOULEVARD (ROUTE 66) 3 J21-01' 1 3 ■ W SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT A 23'-0" 17'-6" 8'-6" 2'-0"TYP. ■ W OF SAID UTILITIES. 2'-0"TYP. 92 93■ U) 4. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED es _ - ■ � AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. :-7 _: -7—-_ _ - -- PA - 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER so s� o' TYP. PA =■ SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. VERIFY 5'-0"MIN.PLANTING ■ EDGE IN THE FIELD 1 VERIFY 5'-0"MIN.PLANTING ■ W 6. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO A 1 3 2 1 2 EDGE IN THE FIELD 1 3 ■ z REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. 7 5 ■ = 7. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR 7 ■ U ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. ■ Q 8. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR J ■ PUBLIC WORKS CONSTRUCTION (GREEN BOOK- EDITION PER THE CITY OF RANCHO J O - _ CUCAMONGA). REFER TO SECTIONS 4, 201, 303 AND 400, AS WELL AS ANY OTHER I SECTIONS RELATED TO THE INSTALLATION, PRE AND POST INSTALLATION OF LY� J Z •,,.,-, s - ■ CONCRETE WORK, MATERIALS, LABOR, AND CLEAN-UP. ED Z W ■ ■ UUQ 02 ' oo0 0cow CONSTRUCTION LEGEND LL W LL 6 O NEW CURBS CONSTRUCTED PER SHEETS 19 AND 20 OF CITY DRAWING NO. 1974. ■ �2 CONCRETE PAVERS IN MORTAR BED. 60 MM ORION CONCRETE PAVER, MANUFACTURED BY PERMA-CONCRETE, COLOR, SIZE AND PATTERN TO MATCH EXISTING FOOTHILL BOULEVARD MEDIANS. ■ 30 18" WIDE CONCRETE PAVER MAINTENANCE EDGE. O 5' WIDE CONCRETE PAVER IN MORTAR BED PASS-THROUGH @ 450 ANGLE TO CURB FACE. ■ ' W ■ EXISTING P.C.C. SIDEWALK. -N.A.P. ■ o t �6 EXISTING HANDICAPPED ACCESS RAMP.-N.A.P. Co ■ 8 J 0 EXISTING STORM DRAIN CATCH BASIN.-N.A.P. ■ FOOTHILL BOULEVARD (ROUTE 66) 1 2 ■ 8 EXISTING PEDESTRIAN ISLAND - N.A.P. W ■ STARTING E GE VERIFY 5'-0" MIN. H W ■ 1 3 A PLANTIN EDGE IN THE FIELD B i W ■ ♦_♦� ■ 2'-0"TYP. m = U) ■ 93 94 LU s W " PA —�— 96— — — — 96 -- — — — — — — — —98 99 100— — — --�-- — — — ■ 2-0 TYP. V J W M W ■ 1 B (� W Z A 476-6" z —! ■ �— J Q = ■ 0 U Q ■ 5 Q ■ m ■ 6 ■ ■ e ■ ■ ■ ■ Y 40,02F� DESCRIPTION OF REVISIONSHEET KE MAP , DATE APPROVED N.T.S. CITY of RANCHO CUCAMONGA F___I__ _ VICTORIA GARDENS W - FOOTHILL BLVD. MEDIAN ISLANDS ' z �' DAY CREEK FLOOD CONTROL CHANNEL EAST TO 1-15 FREEWAY Q = W h -/ 41 ONSTRUCTION PLAN °C- - - y - - - - - - a �' ��P' SCALE: 1" = 30' �ilo� FOOTHILL BOULEVARD (ROUTE66) Service Alert -- --`-------- - - - �CJOQ�/ �PNDSCAPF APPROVED BY: DATE : ` 77%, UndergroundS PLAN CROSS REFERENCES % j �° Js �'�go '9oy CITY ENGINEER / RCE No.24953 , ' `'+a a `wten+ DESIGN ARCHITERRA DESIGN GROUP o Call: TOLL FREE FOR NOTES AND LEGENDS, SEE SHEET THIS SHEET : � " w SAS LANDSSITE PLANNING CAPE ARCHITECTURE FOR CONSTRUCTION DETAILS, SEE SHEET L-4 ; Q ' 7 79 ,ur 10221-A TRADEMARK STREET FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-5 * DRAWN RANCHO C00 FAX: (90GA, )4 91730 S EET L- 2 1 -800 �� 'a MPW (909)484-2800 FAX: (909)4842802 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-8 ,I / s�q Date 422-4133 rF OF CON, CHECKED RLA No. 2834 DRAWING NO. SAS DATE 2-15-05 JOB No. 0430-5 1974-L TWO WORKING DAYS BEFORE YOU DIG SHEET q-D OF � PROJECT SHEET OF CONSTRUCTION NOTES 101 6 ■ 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS ■ DESIGNED WHEN IT IS OBVIOUS 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 ■ LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY Y ■ FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. N 8 5 ■ W 2. FOR SITE GRADING, SEE CITY DRAWING NO.1974. Qj6 ■ = 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL U) UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE W U� SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT t ■ OF SAID UTILITIES, W 4 1 3 ■ H (n FOOTHILL BOULEVARD (ROUTE 66) A , „ 4. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED D 2 0 TYP. ■ AREAS AS REQUIRED. REFER TO IRRIGATION PLANS, U„I 104 ■ W B VERIFY 5'-0" MIN.PLANTING 10� _ ' 6 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER 100 101 102 EDGE IN THE FIELD 103 o O SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS - - - ---{-- - - - -I - - - ---E— - - - �- - - 45 TYP. _ - - J AS SHOWN. PA W (� PA �' m 6. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO z - W REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. _J 2'-0"TYP. '° z J 7. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR l ■ ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. Fes- i B 2 1 3 ■ _ ■ U 8. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR Q ■ 1-- PUBLIC WORKS CONSTRUCTION (GREEN BOOK: EDITION PER THE CITY OF RANCHO 0 206-0" 183'-9" ■ Q CUCAMONGA). REFER TO SECTIONS 4, 201, 303 AND 400, AS WELL AS ANY OTHER ■ SECTIONS RELATED TO THE INSTALLATION, PRE AND POST INSTALLATION OF 7 ■ CONCRETE WORK, MATERIALS, LABOR, AND CLEAN-UP. -------------- ■ 6 _ ■ CONSTRUCTION LEGEND Al r r r r r r r r .- �-� - rim ---�-- ■ 99 NEW CURBS CONSTRUCTED PER SHEETS 19 AND 20 OF CITY DRAWING NO. 1974. J CONCRETE PAVERS IN MORTAR BED. 60 MM ORION CONCRETE PAVER, MANUFACTURED BY PERMA-CRETE, COLOR, SIZE AND PATTERN TO MATCH EXISTING FOOTHILL BOULEVARD MEDIANS. �3 18" WIDE CONCRETE PAVER MAINTENANCE EDGE. ■ 4Q S WIDE CONCRETE PAVER IN MORTAR BED PASS-THROUGH @ 450 ANGLE TO CURB FACE. ■ (�5 EXISTING P.C.C. SIDEWALK. -N.A.P. ■ 6 EXISTING HANDICAPPED ACCESS RAMP.-N.A.P. U j ■ 7� EXISTING STORM DRAIN CATCH BASIN.-N.A.P. LLJ ■ _ ■ @8 EXISTING PEDESTRIAN ISLAND - N.A.P. Co ■ 7 5 C FOOTHILL BOULEVARD (ROUTE66) 1 3 ■ 2'4"TYP. hQ W 1106 107 108 109 110 111 O - - - - - �- - - \- - ---�--- PA— PA A PA 450 TYP. :�• —�- PA W2'-0"TYP. ■ z ■ 4 I 1 3 205-3 173'-0" Q ■ ■ ■ SHEET KEY MAP �LN DESCRIPTION OF REVISION ®, DATE APPROVED N.T.S. CITY of RANCHO CUCAMONGA. VICTORIA GARDENS LA f ,,,, , FOOTHILL BLVD. MEDIAN ISLANDS j z 'orb i m a�` 711R ��i Y P�` DAY CREEK FLOOD CONTROL CHANNEL EAST TO I-15 FREEWAY i = w �� 111H U Q1 i ° -_____ ____CC CONSTRUCTION PLAN z � o -- �'! - ��� ' SCALE: 1" = 30' 0 FOOTHILL BOULEVARD (ROUTE 66)- Underground Service Alert PLAN CROSS REFERENCES 0 - -- - y-"--" - °�' N�SCAPe APPROVED BY. DATE , �P RCE No ,249 ° r - - - - % - �° g9�oy CITY ENGINEER Call: TOLL FREE FOR NOTES AND LEGENDS, SEE THIS SHEET �� ARCHITERRA DE IGN GROUP �+ DESIGN RMkIEND[i) w g wSAS LANDSCAPE ARCHITECTURE FOR CONSTRUCTION DETAILS, SEE SHEET L-4 �' T_: SAS 10221 ASITE PLANNING TRADEMARK STREET FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-6 ; Q ; i r6 Date DRAWN RANCHO CUCAMONGA, CA 91730 S ET — 1 -800 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-9 �, a-�S- �Q MPW (909)484.2800 FAX: (909)484-2802 L- 3— 422-4133 I �rF 0 F C aO``�4 CHECKED RLA No. 2834 DRAWING NO. SAS DATE 2-15-05 JOB No. 0430-5 1974-L TWO WORKING DAYS BEFORE YOU DIG SHEET , 4 OF SZ� PROJECT SHEET OF I I 6" 18" VARIES 8'-0"TO 24'-0" 18" 6" 6 8'-0fe 5 1 7 1 1-1/2" MORTAR 2%TYP. 2% MIN- 2% MIN. 2%TYP. 1/2" MORTAR 1 7 5 5 SETTING BED ~"--� < SETTING BEDMORTAR 2%TYP. 2% TYP. •E------ S _ N G BED .. ..-... R.• ....- as 2 4 3 2 3 4 66 LEGEND: 2 3 4 6 LEGEND: J1 CONCRETE PAVER IN MORTAR BED. COLOR, SIZE AND PATTERN TO MATCH EXISTING FOOTHILL BLVD. MEDIANS. 1� ASPHALT PAVED ROADWAY. LEGEND: J2 CONCRETE CURB PER CIVIL ENGINEER'S PLAN, CJ 8" CURB. ICJ ASPHALT PAVED ROADWAY, J3 4" PRE-SATURATED COMPACTED SUB-BASE SAND OR BASE MATERIAL WILL BE3(J 18" WIDE CONCRETE PAVER MAINTENANCE2� 8"CURB. REQUIRED AS DIRECTED BY ENGINEER. EDGE. 3CONCRETE PAVER - FULL WIDTH, J4 90%COMPACTED SUBGRADE. ® 4" PRE-SATURATED COMPACTED SUB-BASE SAND OR BASE MATERIAL WILL BE REQUIRED AS DIRECTED BY ENGINEER. ] 4" PRE-SATURATED COMPACTED SUB-BASE SAND OR BASE MATERIAL WILL BE J5 ASPHALT PAVEMENT. REQUIRED AS DIRECTED BY ENGINEER. © 1/4" FULL DEPTH POLY-FOAM EXPANSION JOINT 0 FINISH GRADE, 5U FINISH GRADE. WITH TEAR AWAY TOP © COMPACTED SUBGRADE. © COMPACTED SUBGRADE. 7<J 1/4" FULL DEPTH POLY-FOAM EXPANSION JOINT J7 1/4" FULL DEPTH POLY-FOAM EXPANSION JOINT WITH TEAR AWAY TOP. WITH TEAR AWAY TOP. CONCRETE PAVERS SECTION A-A SECTION - _ C ON B B SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. , SCALE: N.T.S. SCALE: SCALE: SCALE: SCALE: DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA. FOOTHILL BLVD. MEDIAN ISLANDS SCALE: SCALE: SCALE: DAY CREEK FLOOD CONTROL CHANNEL EAST TO 1-15 FREEWAY Underground Service Alert CONSTRUCTION DETAILS, v�N0 SC A P,& APPROVED BY: DATE : Call: TOLL FREE ?��a wi��� 9�y CITY ENGINEERr �:-�-� - RCE N o ,2 4 Tw m DESIGN ARCHITERRA DE IGN GROUP U SAS LANDSCAPE ARCHITECTURE 1 -800 * 73"1t SITE PLANNING / * D 10221-A TRADEMARK STREET A 91730 422-4133 �� Date a�o� MpW (9 9)484-2800 FAXXN 90CUCAMOGA,9484-2802 S EET L-4— �rF OF C p�-��`�Q CHECKED RLA No. 2834 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG SAS DATE 2/15/05 JOB No. 0430-5 1974—L SHEET 4_ OF :5z- IRRIGATION LEGEND REFER TO P.O.C.'A' ;zy)1s, MANUFACTURER MODEL NUMRFR DESCRIPTION AAQM G.P.M. P.S.L ENLARGEMENT,THIS ■ - . SHEET. ■ A RAINBIRD 1812-SAM-PRS-5Q POP-UP-SPRAY HEAD 5' 0.10 30 C RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' 0.20 30 '� ■ 4 RAINBIRD 1812-SAM PRS-EVAN POP-UP SPRAY HEAD 5' 0.37 30 O _ -4 RAINBIRD 1812-SAM-PRS-80 POP UP-SPRAY HEAD 8' 0.30 30 � ■ w ,#. 1"WATER METER 0 RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' 0.50 30 A-5 _ _ __ __ _ _ _ _ _F_ O.OT_ H_ _ _I_L_L_ _B_ _O_U__L__E_ _V_ _A_ _RD_ _ _ _(_R_ OUTE66 ��� A-1 A-� SEE C ■ I"-' ,• ONTROLLER NOTE X RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 mi _ _ _ _ ) ' w RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' 0.70 30 w ® t - - -- - - - - - - - - - ---- - - ---- - - - - - - - - - - - -- - - - - --- - - - - - -- - - - - - mi mi ' 3/4" 1 1/4 89 314" �^ ---'- _ ' -- - -" - - _ " ' - " - " "- - -- �'-, 1 1!�' ■ ► V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' 0.80 30 ' 92 1" ' 114" 1114" 3/4" 11l2 3/4" 314q3. U) _ _ _ A314" j ® RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10' 1.60 30 , WN' 90 91 ilk314" 314" 3/a' RAINBIRD 1812-SAWPRS-12H POP-UP-SPRAY HEAD 12' 1.20 30 1 3/4" aw i ■ �— - O RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 POINT OF CONNECTION 314" ■ ' 'A' ENLARGEMENT A( RAINBIRD 1812-SAM-PRS-150 PORURSPRAY HEAD 15' 0.90 30 ■ w ■ Z `1' RAINBIRD 1812-SAM-PRS-15H PORURSPRAY HEAD 15' 1.90 30 ■ J ALL CONNECTIONS TO WATER METER m RAINBIRD 1812-SAM-PRS-15F PORUP-SPRAY HEAD 15' 3.70 30 ■ = MUST BE TO CVWD STANDARDS ' ■ U � RAINBIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 15' 0.90 30 O0_ _'� _ "'�-- ' Q EQUIPMENT Y E- ■ M w Z w ~ ■ 1„WATER METER PER CUCAMONGA COUNTY WATER DISTRICT 0 z Q 0W I _ ■ N RAINBIRD BV200FP LINE-SIZE BALL VALVE QU U z - -7 Q FEBCO 825-YA-2.00 2”REDUCED PRESSURE BACKFLOW DEVICE, INSTALL IN A COAST GUARDSHACK 0 = O ■ ENCLOSURE MODEL#CGS-1 <0o 0w O CALSENSE FM-1.2513 1 1/4"FLOW METER J LL w LL ® SUPERIOR 3100 SERIES 1" NORMALLY OPEN MASTER VALVE �A CALSENSE ET2000-12-LR-RR-TP-1 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER TP-110 w/LR-RR ANT. INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.S13-24SS/120 VOLT CALSENSE ET2000-8-LR-RR-TP-1 8-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ■ TP-110 w/LR-RR ANT. INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT RAINBIRD EFB-CP ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN ■ ■ O RAINBIRD 33D W/33DK QUICK COUPLER VALVE @ 150' O.C. ,W/2 KEYS TOTAL ■ - - - APPROVED CL.315 MAINLINE,SIZE AS SHOWN, MIN.COVER 18"SHOW CL 315,2"AND LARGER W ■ APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN, MIN.COVER 12" ■ "-"--- APPROVED SCH.40 PVC 6"IRRIGATION SLEEVE O r7 ---- m ■ APPROVED SCH.40 PVC 2" ELECTRICAL WIRE SLEEVE Q ■ ' W A-3 A2 FOOTHILL BOULEVARD W (ROUTE 66) "' "�" > + w P.O.C. VALVE CALLOUTS - �.^ ■ 93 3/4 1" 1i111/4" 1" 13/q° 94 3/4" � w CONTROLLER C/) 3/4" w A W U) - c VJ 1 ■ 3/4 3/4 3/4 3 95 9 _ — — I — — — ---I-- — — — w rA 71N 14 W ■ 3/a" 1" 1114" 1" 314' 97 98 ss 100 1 � 1 " 529 Z w J ■ rA2 28 _ : U w 1 i/4" 1201 U ■ Q ■ Q 15 2 0 U 1" 796 'Q A-44\ 25 ■ 11/4" 1096 rA 5 N 28 ■ 1 1/4" 1297 ■ ■ ■ —'ss ■ ■ SHEET KEY MAP 4DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA " F--—�-- VICTORIA GARDENS LAN � z J r FOOTHILL BLVD. MEDIAN ISLANDS W- �P� ��� ���, " � ���/ DAY CREEK FLOOD CONTROL CHANNEL EAST TO I-15 FREEWAY ir - - - °!. - - - - - - - U PJB%/ _ ' �o __ �___ Q��� SCALE: 1" - 30' Underground Service Alert _ FOOTHILL BOULEVARD (ROUTE 66) _ __ �� IRRIGATION PLAN VALVE SIZING KEY PLAN CROSS REFERENCES _ _ _ _ _ _ _ - - N1�SCAp APPROVED — o _ a o� F OVED BY. Call: TOLL FREE �; ' g° w4ag9�, CITY ENGINEER < VALVE # 1 70.—GPM FOR LEGEND, SEE THIS SHEET ; W ft ; �a s RCE No.24953 FOR IRRIGATION DETAILS SEE SHEET L-7 +, `�� m DESIGN ARCHITERRA DESIGN GROUP VALVE SIZE 314" 10 .—AREA (S.F.) FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 ; Q ,; �" w IvtzR LANDSCAPE ARCHITECTURE 1 -�oo na reSITE PLANNING FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-8 ; Q s 10221-A TRADEMARK STREET S ET i Dat '* DRAWN RANCHO CUCAMONGA, CA 91730 422-4133 ► / sq Date -a �•Q' MZR/WK (909)484-2800 FAX: (909)484-2802 L- I rF TWO WORKING DAYS BEFORE YOU DIG OF C aL\�`�Q CHECKED RLA No. 2834 DRAWING NO. SAS DATE 2-15-05 JOB No. 0430-5 1974-L SHEET 14 3 OF 52— PROJECT 2PROJECT SHEET OF IRRIGATION LEGEND ffK MANUFACTURER MODEL NUMBER DESCRIPTION RADIU S.P.M. P.Ia.I. REFER TO P.O.C.'B' A RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' 0.10 30 ENLARGEMENT,THIS SHEET. O RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' 0.20 30 101 ■ RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 5' 0.37 30 ■ -� RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' 0.30 30 • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' 0.50 30 ' M ' ■ X RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 LO ti W At RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' 0.70 30 W V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' 0.80 30 �, ■ (n RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10' 1.60 30 WN ■ 17 RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.20 30 w B-8 B-7 B-9 = i B-10 X B-6 ■ O RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 U) FOOTHILL BOULEVARD (ROUTE 66) �' IC RAINBIRD 1812-SAM-PRS-15Q POP-UP-SPRAY HEAD 15' 0.90 30 r r - r r - r r �rr r - r - — r — - r .1.1 - - - r — �' W 11/4".0, 011/ 1" 1041" 11/2„ 314" �'--�� 3/4" � �•'�" w 1 1/4" 314" 1" 1. 1 1/4" 1 4 1" 3/a" ,, Irmi a" RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15 1.90 30 100 101 102 103 314" I q" 1" " �4° 0 m RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15 3.70 30 ---I— — — — —) — — — --�-- — — 314" — t1 1(4 1" 1 3(4" 4"— — 4" /4 3/a" -♦ -� �— Ill RAINBIRD 1812-SAM-PRS-15VAN POP-UP-SPRAY HEAD 15' 0.90 30 W 3/4 >o m Z 3/4" 1" 1" 3/4' ■ W 1" 1" 1" 1" 3/4" 3/4" 3/4„ ■ EQUIPMENT J 3!4" 3/4" 1 1/4" Z ■ J D 1"WATER METER PER CUCAMONGA COUNTY WATER DISTRICT U i ■ _ ■ U H RAINBIRD BV200FP LINE-SIZE BALL VALVE Q ■ Q FEBCO 825-YA-2.00 2"REDUCED PRESSURE BACKFLOW DEVICE, INSTALL IN A COAST GUARDSHACK ■ Q ENCLOSURE MODEL#CGS-1 i ■ ® CALSENSE FM-1.2513 11/4"FLOW METER — ■ O SUPERIOR 3100 SERIES 1" NORMALLY OPEN MASTER VALVE _ _ ■ �A CALSENSE ET2000-12-LR-RR-TP-1 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ■ TP-110 w/LR-RR ANT. INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT ■ _ - CALSENSE ET2000-8-LR-RR-TP-1 8-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER - - - - - - - - - - ■ TP-110 w/LR-RR ANT. INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT 99 RAINBIRD EFB-CP ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN Q RAINBIRD 33D W/33DK QUICK COUPLER VALVE @ 150' O.C.,W/2 KEYS TOTAL r r r APPROVED CL.315 MAINLINE,SIZE AS SHOWN, MIN.COVER 18"SHOW CL 315,2"AND LARGER APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12" APPROVED SCH.40 PVC 6"IRRIGATION SLEEVE ■ APPROVED SCH.40 PVC 3"ELECTRICAL WIRE SLEEVE ■ ■ ■ W P.O.C. VALVE CALLOUTS - _ CONTROLLER 1B' to ■ (n ; B-2 B-4 fi_�, 17 B-6 17 B-1 B-5 FOOTHILL BOULEVARD (ROUTE 66) 133 1" 933 1" 766 IIJ IB_�727 11/4" � 1/4 — - rB-2 14 3/4" 107 3/4" 1r8 1/4" 109 11/1/40 2. ■ " 3331 A/4" 'l I Ill 110 4 3/4 _ _ _ O 4 3/4314" 0 — — } — — 10 „ — --�— — — — —}— — Q31,V1' 3/4" 3/4° 3/ 1" t" 1"3/ 314" 314" 3/4" 1" 3/4" 1" 3/4" 13,3 23 13'8 14" 24 W ■ 1 1/4" 1307 11/4 1486 J ; M , 1"WATER METER 13,4 22 rB9 27 _ ■ U ■ ti' . SEE CONTROLLER NOTE 1 1/4" 646 1 114'j944 H ■ Q ■ ® tB-5 22 IB-10'\ 30 ■ 1 1/4" 779 1 1/4" 1343 ■ POINT OF CONNECTION ■ 'B' ENLARGEMENT ALL CONNECTIONS TO WATER METER MUST BE TO CVWD STANDARDS SHEET KEY MAP ®,�\ DESCRIPTION OF REVISION DATE APPROVED N.T.S. CITY of RANCHO CUCAMONGA 1 I i I I , -- VICTORIA GARDENS LAN �,�II�,�,� J FOOTHILL BLVD. MEDIAN ISLANDS I Z 1 i m RIIAIIIiI "'"�'' w ��� • DAY CREEK FLOOD CONTROL CHANNEL EAST TO 1-15 FREEWAY = M `� O U PA z SCALE_ 1" = 30' IRRIGATION PLAN _ - o _ -FOOTHILL BOULEVARD (ROUTE 66) Underground Service Alert - - �oP�� - N�gCAa APPROVED BY: , � DATE : Lyk VALVE SIZING KEY PLAN CROSS REFERENCES o q ""'"'a0o CITY ENGINEER �E � /�j RCE N0.24953 FOR LEGEND, SEE THIS SHEET � W �_ `a �� fi DESIGN ARCHITERRA DESIGN GROUP1111%T�N� Call. TOLL FREE VALVE # i 1o�GPM FOR IRRIGATION DETAILS SEE SHEET L-7 w w 0 MZR LANDSCAPE ARCHITECTURE O �' / SITE PLANNING VALVE SIZE 314" f0---AREA IS.F.) FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-3 Q I, , 7 " jds - 10221-A TRADEMARK STREET tET 1 -800 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-9 s e"e °=tb * DRAMzR WK (9 9)48RANCH4-800 FAXXN 909)4842802 CUCAMOGA,CA 91730SH L— 6 ,' i �. Date 422-4133 0C IN��F°Q CHECKED RLA No. 2834 DRAWING NO. F TWO WORKING DAYS BEFORE YOU DIG SAS DATE 2-15-05 JOB No. 0430-5 1974-L SHEET OF 5-2- PROJECT ZPROJECT SHEET OF u� Fm" =; COAST GUARD SHACK 5 p ENCLOSURE(CGS-1) Z m OUND PLASTIC VALVE BOX& COVER ETCHED"IRRIGATION GATE" BACKFLOW PREVENTER WHITE (CARSON OR EQUALASSEMBLY TO SPRINKLER-ANGLE PIPE TO BLUE cc Z PLASTIC VALVE BOX& COVER: STRUCTURE OR SPECIFIED DEPTH WITH 45'EUS a c_ INISH GRADE r - 1 LINE VALVE(2)PLACES ETCHED "QC" (CARSON OR EQUAL) HARDSCAPING SCH 40 PVC MALE ADAPTOR SCH 80 PVC UNION 'SNAP-TITE"WATERPROOF EPDXY FILLED WATERPROOF I AT GRADE IN LAWN AREAS „ CONNECTORS OR EQUAL CONNECTOR OR EQUAL 6 MIN718" MAt BRASS OR PVC NIPPLE CLOSE NIPPLE I 1 BRASS UNION 3"ABOVE GRADE IN SHRUB ELECTRIC CONTROLVALVE • .► AND GROUNDCOVER AREASm PLASTIC VALVE BOX BLACK m MARKED'IRRIGATION RCV' PIG TAIL EXPANSION BALL VALVE•11/2"OR SMALLER WITH BRASS WYE STRAINER 1 6"THICK X 12"WIDE FINISH GRADE (CARSON OR EQUAL) Z ETCHED WITH CONTROLLER IRRIGATION CONTROLLER LOOP (MIN. 24"LONG) WITH 60 MESH vJ AND VALVE SEQUENCE STAINLESS STEEL HANDLE µ, CONCRETE PAD(LENGTH VARIES e ► ► ► ► ► ► a MONEL SCREEN � PER SIZE/MANUFACTURER) ° ' ° " FINISH GRADE TTT 1 SLOPE TO DRAIN AT MINIMUM 2% ° ° ► ° ' 8'MIN PLASTIC VALVE BOX(CARSON OR WATERPROOF ALL FINISH GRADE EQUAL)WITH PLASTIC INTEGRATED REQUIRED FOR N WIRE CONNECTORS 1 „ 1 PVC SLEEVE LOCKING LID. PLACE AT GRADE IN z 33 DNP QUICK gC COUPLING VALVE MOISTURE TURF AREAS AND 3"ABOVE IN k VALVE ► PIPE THROUGH SIDEWALK PLANT BED. a0 1+� Z� CONCRETE PAD SENSOR - WHERE BRASS PIPE STAINLESS STEEL REQUIRED PIG TAIL EXPANSION REQUIRED m SCREW CLAMP 2 a^ L LOOP EXPANSION LOOP MIN. 24" LONG ac (COMMON) -�,,...-�-�90% COMPACTION MINIMUM (3) PLACES z ( ) WHITE 3' 3" Z BRASS NIPPLE-TYPICAL z �- BRASS ANGLE °D - CR WASHED FLOW VALVE W/UNION BLUE (2) PLACES � ;, CRUSHED OF 14 FROM WATER '�•�� - = SCH 40 PVC MALE °O AGGREGATE BASE ► ► 3r4'WASHED 4 WIRES SOURCE A ADAPTOR <&�4i z ►° ; v� �° z ♦ CRUSHED AGGREGATE T • . ► • io- s A l� ► TO RED MASTER CONTROL METER A .�° A v w°o. ���� ► �►°P° BLACK VALVE p' I( LINE TO SYSTEMS SCH 80 PVC NIPPLE Z SCH 40 BRASS NIPPLE 2 ELBOW CONTROL&COMMON WIRES 0 NOTE: 6 CONCRETE THRUST BLOCK TYPICAL (2) PLACES SCH 40 BRASS NIPPLE FLOW METER CONTRACTOR TO INSTALL ..� PER CCWD STANDARDS 24"LONG DIAMETER SCOTCH LOK EPDXY FILLED RIGID PIPE AND RELATED FITTINGS SHALL BE PER SAME SIZE AS CONNECTORS FOR ALL FLOW CUCAMONGA COUNTY WATER DISTRICT STANDARDS. FLOW METER SENSOR WIRE CONNECTIONS. CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO BRASS NIPPL DIAMETER SAME SIZE SIZE INSTALL SCOTCH LOKS CONSTRUCTION. SCH 40 PVC SXSXT TEE AS FLOW METER SIZE IMMEDIATLEY AFTER 3/4'WASHED CRUSHED NOTES: PRESSURE SUPPLY LINE INSTALLING FLOW SENSOR, AGGREGATEBASE SCH 80 PVC 90° SCH 40 BRASS 90° ELL 1. INSTALL CONTROL VALVES AMINIMUM OF12'FROM STRUCTURE ORHARDSCAPING, NOTES: STREET ELL 2. NSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. NOTES: 1, INSTALL PER LOCAL CODES. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURE OR HARDSCAPING. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24"FROM ANY4.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. MINIMUM DISTANCE DOWNSTREAM OF 2. INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING. PRESSURE SUPPLY SCM 40 BRASS 90° 5.ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND STRUCTURES OR HARDSCAPING. LINE FITTING STREET ELL VALVE NUMBER. UNINTERRUPTED PIPE (5X DIAMETER 3. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS, 3. WHEN UNIT IS NEXT TO A STRUCTURE(I.E.WALL,BUILDING,ETC.) OF FLOW METER SIZE) 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. MOUNT TEST COCKS ON OPENOR NON-STRUCTURE SIDE. PRESSURE SUPPLY LINE #4 REBAR STAKE MINIMUM DISTANCE UPSTREAM OF 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. ORIENT UNIT PARALLEL TO STREET. #10X DIAMETER 4" LONG) UNINTERRUPTED PIPE 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. ( VALVE NUMBER. 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF OF FLOW METER SIZE) DISIMILAR METALS. NOTE: 7. VALVE PER STD.518 REQUIRED BEFORE BACKFLOW PREVENTER WHEN MAINLINE IS 3"OR LARGER, 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. MASTER VALVE / FLOW SENSOR LINE SIZE BALL VALVE BACKFLOW PREVENTER QUICK COUPLER VALVE ID REM � OTE CONTROL VALVE SCALE: N.T.S. RC # 516 SCALE: N.T.S. RC #518 SCALE: N.T.S. RC # 517 IDSCALE: N.T.S. RC # 516 SCALE: N.T.S. RC # 520 HARDSCAPING(SEE NOTE 4) {�24' �,r/�-�STRONG O 6ODEL NO STAND ALONE CONTROLLER WITH ANTENNA 1 V 14 HI-POP SHRUB HEAD BODY SET TO LR-DOME ANTENNAIT NOTE: �- 1i4"ABOVE FINISH GRADE EPDXY FILLED LOCATED ENCLOSURE TO BE GROUNDED PER MULCH OUTSIDE OF BOX. n;'tiiiNr,,t••+•z'•i:ia�+�1'ir.E•a�<wi:c.ti+y+:'c+i:teii„ •:er.5srr,+,x,,erv,,j.,.z.cr:;r LOCAL CODE.GROUND ROD TO BE INSTAL' INSIDE ENCLOSUREON TT COAXIAL CABLEINSTALLATION/LOCATION FINISH GRADE CONTROLLER SIDE. 1-1`IPER CITY AND CALSENSE -�- 11�- 1- cV �••i• REPRESENTATIVE CALSENSE CONTROLLER, =1 Z _ MODEL NO. PER PLANS I--I I I -I I I FINISH 0 : - CLEAN BACKFILL-SEE GRADE Z ' SPECS. FOR MATERIAL, 11 CLEAN BACKFILL-SEE _ INSTALL CALSENSE INSTALLCONDULETTEW/ Int, 3'-B"X3'-8"XB"CONCRETE Z -I I SPECS. FOR MATERIAL. W ( 90% COMPACTION REQUIRED FOOTING INSTALL A MINIMUM OF 90% COMPACTION REQUIRED TP 110 DEEP WP"J"BOX 2� 1 TOP TO D AIN AT MINIMUM SLOPE UNE-PRESSU SCH. 40 E A TER PE 4 � • TOP TO DRAIN AT MINIMUM OF 2°k. V' Z AL 120 VOLT DUPLEX CALSENSE HARNESS W/ a =� I --- OUTLET(GFI) WEATHER TIGHT ELECTRICAL � !, IN TRENCH, CONTROLLER WIRED "HOT"- CONDUIT FITTINGS, COMMON WREICONTROLWIRES IN I_I PROVIDE 6"MIN. OF SAND w =� NOT SWITCHED 3"SCHAO PVC CONDUIT =� BEDDING AND SHADDING 0 I_I 120 VOLT WIRE IN RIGID STEEL 6" _ _ °� -� �I IL. RESET CONDUIT 0 SWEEF'ELL PRESSURE SUPPLY LINE CALSENSETP-1 TO POWER SIDE OF CABINET (TYR.) SLEEVE SIZE TWICE TRANSIENT PROTECTION BOARD i -III . �' ( _ '1 Imo' _ _ _ DIAMETER OF PRESSURE LURR DOME ANTENNA PORT '=' - I I I I SUPPLY LINE. HEAVY DUTY WEATHER-RESISTANT LOCATED OUTSIDE OF BOX. _ PHOTO ELECTRIC SWITCH FOR SECURITY INSTALLATIONLOCATION PER CONTROL WIRE SLEEVE • - LIGHT CONTROL AS REQUIRED PER CITY AND CALCENSE REP �� - - - SCH ao PVC PLANS. ® I-I ( SIZE PER PLAN. INSTALL _ �-' m ADJACENT TO PRESSURE I "n' CONTROL WIRE BUNDLE MARLEX 90°STREET ELL 90'STREET ELL III III AND TAPE AT 15' O.C. AND MARLEX 90'STREET ELL ENCLOSURE MOUNT CALSENSE CONTROLLER IN SEPARAECTRIC TE STRONGBOX MODEL NO. N _-ETER-TO BE INSTALLED SUPPLY LINE _- LATERAL FITTING I-III I N - I -I _ _ PRESSURE SUPPLY LI MPD-AIS-10K --I PRESSURE SUPPLY LINE. MODEL NO.PER PLANS. _ 11=1 NOTES: REFER TO CONTROLLER NON-PRESSURE LATERAL LINE 1. INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL INSTALLATION STD. -I I I-I --- -- PRESSURE SUPPLY LINE TYPICAL(2)PLACES CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR SECURITY LIGHT I ( I I�..I ( I�I I ^- SLEEVE SIZE TWICE ANTI-DRAIN VALVE AS REQUIRED PRIOR TO CONSTRUCTION. PANS REQUIRED PER -_ III- DIAMETER OF PRESSURE NOTE: 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN B'GROUND ROD 'I I I SUPPLY LINE. 1. LOCATE HEAD 2'TO G FROM WALKS,CURBS,HARDSCAPING,MOWSTRIPS, SEQUENCE OF REMOTE CONTROL VALVES. FINIS" _ GRADE MIN I I 6"TYP. AND EDGES OF LAWN 3. RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH p" 2 USE TEFLON TAPE WITH MALE THREADS. BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE 120 VOLT WIRE IN RIGID 3 INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING ♦ FEATURE ASPER THE IRRIGATION PLAN. WIRE AT THE ENCLOSURE. ' l :: LOCAL CODE)STEEL CONDUIT(PER NON-PRESSURE LATERAL 6 TYP. a. HEADCQNNECTIONareorroNlw2"scH4ocoNDulr LETQNLY. 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR, FOR SECURITY LIGHT LINE SLEEVE SIZE TWICE PROVIDE 6" MIN. OF SAND 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE WRING. DIAMETER OF NON-PRESSURE BEDDING AND SHADDING CONTROL VALVES. NOTES: LATERAL LINE 6. ANTENNA PORT TO BE CONNECTED TO LOCAL RADIO 1. ALL SLEEVES TO BE SCH.40 PVC. (LR)AND BE OPERABLE TO THE CITY'S YARD CENTRAL COMPUTER SYSTEM CITY OF RANCHO CUCAMONGA, CALIFORNIA 2. EXTEND ALL SLEEVES 12"BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. PPRIOR TO ACCEPTANCE APPROVED Ely 3. ROUTE SLEEVING AROUND HANDICAP RAMPS, 9,ANUAkDPLAN 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. CONTROLLER ENCLOSURE 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS. REFER TO CITY NOTES: 8. GFI SHOULD BE WIRED SUCH THAT WHEN IT TRIPS,IT DOES NOT TURN OFF -TYPE A 522 STD.NO.120(24"MIN.TO 36"MAX.DEPTH TO TOP OF PIPE BELOW 1. PIGTAIL AND LOOP CONTROL WIRE AT 90 DEGREE CHANGES IN DIRECTION, THE CALSENSE CONTROLLER. ,R.e„Ye USE winisTANDr.Rs>ePe�,EicATrc�NaFOR Rueuc,noRxscaNs,R��cTwN SHEET,oP,ENG�NEFR DATE STRUCTURAL SECTION). 2, PRESSURE SUPPLY LINE: 2-1/2"AND SMALLER 18"MIN.DEPTH. 3"08 LARGER 24"MIN.DEPTH. 12" HIGH POP UP SHRUB HEAD CONTROLLER ASSEMBLY CONT. PED. / - - SLEEVING DETAIL SB 16SS 12�V TRENCHING DETAIL SCALE: N.T.S. RC # 539 SCALE: N.T.S. RC #524 SCALE: N.T.S. RC #522 SCALE: N.T.S. RC #535 SCALE: N.T.S. RC #532 1800 PCS SCREEN PERFORMANCE PND SC A PF STANDARD&SMA RADIUS SPRAY PATTERNS AND I MBRFj LA BUBBLERS �Q m w/� 4� MODEL PCS-010 PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 PCS-260 PCS-370 w�� GPM 0.1 0.2 0.3 0.3 0.6 0.9 1.25 1.75 2.6 3.7 PRESSURE LOSS CALCULATION 'A' PRESSURE LOSS CALCULATION 'B' COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED BF 1' 3' 5' 81# PROJECT: FOOTHILL BLVD MEDIAN ISLAND BY: MZR PROJECT: FOOTHILL BLVD MEDIAN ISLAND BY: MZR ur 82' 4' 1' 7' 81# STATIC PRESSURE HIGH: 85 PSI LOW: 77 PSI STATIC PRESSURE HIGH: 85 PSI LOW: 77 PSI .�. - 8TT 3' 5' 5' 9'# 71 6 8Q 2' 5' 7' 7' SOURCE OF INFORMATION: RUSSEL SILVA - CVWD SOURCE OF INFORMATION: RUSSEL SIL.VA - CVWD 1oF - - a' 5' 8' 10' SUPPLIER: CVWD SUPPLIER: CVWD �. Date 10 - 2' 6' 2' 10' 11'# 11'# VALVE STAPHONE TION GPM9) 987-2591 PHONE 7STATION: A-5 GPM: 28 VALVE STATION/GP : I M ) 987STATION: B-4 GPM: 30-2591 ATF G F G 10TT - 2' 6' 7' 101# 100 2' 5' 8' 7' 12F - 101# 5' 7' 8' 12'# 12TQ 2' 3' 5' 7' 10' 10' 12TT 2' 3' 5' 9' 11' 12'# 12H 4' 3' 8' 10' 12'# 12'# WATER METER 1" @ 28 GPM 4.60 WATER METER 1" @ 30 GPM 5.30 12T 2' s' 4' 10' 12'# BACKF1; LOW DEVICE SIZE: 12Q 8' a' 12'# 2@ 28 GPM 12.00 BACKFLOW DEVICE SIZE: 2" @ 30 GPM 12.00 15F 10FLOW SENSOR: 11/4" @ 28 GPM 1.80 FLOW SENSOR: 11/4" @ 30 GPM 2.10 - 5' 7' 11' 13'# 15TQ - 6' 8' 8' 15'# MASTER VALVE: 11/2" @ 28 GPM 1.00 MASTER VALVE: 11/2" @ 30 GPM 1.00 - - - - 15TT 1' 5' 6' 8' 12' 151# GATE VALVE(S): 1 2" @ 28 GPM 0.01 GATE VALVE(S): 1 2" @ 30 GPM 0.02 15T 1' 4' S' a' 12' 12' MAINLINE (CL 315): 2 " 120 L.F. @ 28 GPM 0.90 MAINLINE (CL 315): 2 " 103 L.F. @ 30 GPM 0.77 DESCRIPTION OF REVISION 15T 3' 4' 8' 12' 15'# 15'# AUTOMATIC VALVE SIZE: 1 1/4" @ 28 GPM 2.82 AUTOMATIC VALVE SIZE: 1 1/4" @ 30 GPM 2.90 DATE APPROVED 150 - 2' 5' 6' 12' 15'# 15SQ - 7' - 12X12' 14X14' 20X20' 23X23' LATERAL LINE SIZE 3/4" 37 L.F. @ 8 GPM 1.90 LATERAL LINE SIZE 3/4" 34 L.F. @ 8 GPM 1.75 7SST _ _ _ _ DX,$' DX1 D' 16X16' 9X30' �. CITY o f RANCHO C 15CST 4X22' 4X29' 4X39' 9X24' 1 15 L.F. @ 12 GPM 0.50 1" 9 L.F. @ 12 GPM 0.30 158ST - 4X12' 4X24' 4x27' 4X3-' 4X40' 1 1/4" 21 L.F. @ 22 GPM 0.57 1 1/4" 6 L.F. @ 22 GPM 0.16 15EST 4X14' 018' 41 1/2" 121 L.F. @ 28 GPM 0.28 1 1/2" 11 L.F. @ 30 GPM 0.25 aX 18' 11 2 103 L.F. @ 30 GPM 4-Z0 5 F - 3" 4" 1 2' 3' „ 5H-CB 5" 10" 6" 2' 26.38 FOOTHILL BLVD. MEDIAN ISLANDS 5Q-B 5" 10" 3' 1' 27.25 ST-B 7" 14" 3' S' 16F-SLA - - 6" 5' ,' 4' 6' 14' 161# FITTING LOSSES (10% OF SUBTOTAL): 2.63 FITTING LOSSES (10% OF SUBTOTAL): 2.72 16H-SLA 6" 1' 7" 5' 10' 13' 10' IRRIGATION HEAD PRESSURE: 30DAY CREEK FLOOD CONTROL CHANNEL EAST TO I-15 FREEWAY .00 IRRIGATION HEAD PRESSURE: 30.00 160-SLA s" r 5' 3' ,2' 1s'# 1s'# SYSTEM LOSSES SUBTOTAL: 59.01 SYSTEM LOSSES SUBTOTAL: 59.97 22F-SS - a' 1' 4' 6' 17' 21'# ELEVATION LOSSES/GAINS (ELEV. X .433): 0.00 ELEVATION LOSSES/GAINS (ELEV. X .433): 0.00 22H-SS 4" ,' 3' S 12' ,a' 12' IRRIGATION DETAILS 22Q-ss s" 2' s' 3�' 15' 20'# 22'# TOTAL SYSTEM LOSSES: 59.01 TOTAL SYSTEM LOSSES: 59.97 #RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI, AVAILABLE PRESSURE (LOW): 77.00 AVAILABLE PRESSURE (LOW): 77.00 NOTE: SCREENS WERE TESTED AT 50PSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS. (-} DEFICIT OR (+) RESIDUAL PRESSURE: (+) 17.99 (-) DEFICIT OR (+) RESIDUAL PRESSURE:: (+) 17.03 APPROVED BY. DATE : DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES. CITY ENGINEER RCE N0 .24 3 PCS SCREEN CHART DESIGN ARCHITERRA DESIGN GROUP Ep MZR LANDSCAPE ARCHITECTURE SITE PLANNING - SCALE: N.T,S. RC #533 SCALE: N/A10221-A TRADEMARK STRET DRAWN RANCHO GUCAMONGA, CA 9E730 SH ET MZR (909)484-2800 FAX: (909)484-2802 L-7 CHECKED RLA No. 2834 DRAWING NO. SAS DATE 2/15/05 JOB No. 0430-5 1974-L SHEET OF S� PROJECT SHEET OF o PLANT LEGEND ■ -SYMBOL CAU--= aOIANICAL&WE COMMON NAME SIZE SPACING COMMENTS CWANTITY FOOTHILL BOULEVARD (ROUTE 66) / T-1— LIJ TREES Uj 93 89 /92 1 _17 0 T-1 Pinus canarienses Canary Island Pine 24" Box 20'o.c. Standard 11 F T-2 Lagerstroemia indica'Watermelon RedWatermelon Red Crape Myrtle 24" Box 10' O.C. Standard 5 c li, C0 yiyi�wf A-01*10101p 90 91 • 0 0000 0 • SHRUBS 0 S-1 Pittosporum 'Wheelerii' 'Wheeler's Dwarf' ■ 1 gal 24"o.c. Standard 518 T-2 S-2 S.1 I LLI (E) S-2 Rhaphiolepis indica'Dancer' 'Dancer' Indian Hawthorn 5 gal 42"o.c. Standard 160 36 I Z 75 247 1 :1 0 S-3 Lantana camara 'Irene' 'Irene' Lantana I gal 36"o.c. Standard 36 C) 0 < 0 ------- �e Cr Uj �- -jzl__zLLI0 z 0 Z C) Uj Z < 0 T 0 Uj Q ■ PNEAR HARDSCAPE NOTE: < (.5 I 0 U) < 1. SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER SPACING H LL LLI AWAY FROM CURBS,AND OTHER HARDSCAPE ELEMENTS . 2. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THE MINIMUM PLANT WIDTH FROM CURBS,AND OTHER HARDSCAPE ELEMENTS WHERE PLANTING SPACE IS RESTRICTIVE, WHERE POSSIBLF TREES SHOULD HAVE THE RFCOMMEN ED CLEAR PLANTING AREAS RF('OMMENDFD ON THEM)C&TREELI&T, ■ ■ ■ ■ ■ W ■ > a 0 Q PLANTING NOTES: 1 CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT W I T_1\ S-2 FOOTHILL BOULEVARD (ROUTE 66) INSTALLATION PER PLANS AND SPECIFICATIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND \24 — 271 RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND 5 8 D SPECIFICATIONS, > W 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT 0 93 9U) REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. 1: 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, 0 0 0 0 1b a 0 0 0 0 co ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY • • • • • 0 • co 0 WDAMAGE OF SAID UNDERGROUND FACILITIES. 0 •0 •0 95 96 97 98 99 W 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE 100 SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS Uj 0 W U) HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY, Z 2 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO J ' INSTALLATION.THE CITY PRIOR FINAL LOXCAVATCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE -r 0 WOF TO EION, C) I .Z 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS > BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SLIB- < ■ CONHERWISE TRACTAPPROVED OR. REPLACEMENT THE CIITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS < OTBY TY, 7, QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY, FINAL QUANTITIES FOR PLANT < MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. ---------- 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE :E ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS ■ AND DETAILS HEREON, 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY, 10, THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS), ROTOTIL THE REQUIRED SOIL AMENDMENTS 611 INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT. ■ 4 CY. STABILIZED 120 LBS GYPSUM —99 ■ 125 LBSNITROGEN GRO-POWER PLUS SAWDUST 11. LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR ■ TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: EARTHWORKS NORCO, CA (909)538.3321 MULCH: CONTRACTOR SHALL INSTALL A 311 LAYER OF SHREDDED MULCH IN ALL SHRUB AREAS, MULCH SHALL BE WOOD FIBER MATERIAL AS MADE BY EARTHWORKS OF NORCO,CA. (909)538-3321 (OR EQUAL), SUBMIT SAMPLE Ad 421r QN, DESCRIPTION OF REVISION OF ANY ALTERNATIVE MATERIAL PRIOR TO PURCHASE AND/OR SHEET KEY MAP, DATE APPROVED PLACEMENT FOR CITY INSPECTOR'S APPROVAL, I N.T.S. ITY of RANCHO C U C A M 0 N G A SYMBOL LEGEND VICTORIA GARDENS LAN TREES SHRUBS ! > _j z FOOTHILL BLVD. MEDIAN ISLANDS z CALL-OUTW W DAY CREEK FLOOD CONTROL CHANNEL EAST TO 1-15 FREEWAY 10 SYMBOL CALL-OUT C: BOULEVARD (ROUTE 66) TING PLA N QUANTITY cc SYMBOL < z SCALE: 1" 30' SIZE I I Underground Service Alert (gal./box)4D�� 0 FOOTHILL 0 PLAN QUANTITY 0 - A! *D SC A Pp APPROVED BY: DATE : I1.0- — — - - - — — — Call: TOLL FREE CITY ENGINEER (�2Wa� RCE N0 .24 .,2495 PLAN CROSS REFERENCES W 4u DESIGN ARCHITERRA DESIGN GROUP SAS LANDSCAPE ARCHITECTURE 1 -800 na a 10221-A TRADEMARK STREET SITE PLANNING FOR NOTES AND LEGEND, SEE THIS SHEET < 6 ene DRAWN RANCHO CUCAMONGA, CA 91730 SHEET 422-4133 n Date 57 RFT (909)484-2800 FAX: (909)484-2802 L- 8— TWO WORKING DAYS BEFORE YOU DIG OF CA, F�QCHECKED RLA No. 2834 DRAWING NO. SAS DATE 2-15-05 JOB No. 0430-5 1974-L SHEET q(0 OF PROJECT SHEET OF 101 ■ I ■ ■ ■ PLANTING NEAR HARDSCAPE NOTE: ■ 1. SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER SPACING O AWAY FROM CURBS,AND OTHER HARDSCAPE ELEMENTS . 00 + 6"WIDE CURB W/ 18"CONCRETE PAVER MAINTENANCE WALK ■ 2. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THE MINIMUM PLANT WIDTH FROM J ■ W CURBS,AND OTHER HARDSCAPE ELEMENTS WHERE PLANTING SPACE IS RESTRICTIVE, W ■ C0 WHERE RECOMMENDED POSSIBLE,TREES SHOULD HAVE THE R COMM ND D AR PLANTING,AREAS ■ MMENDED N THE C1TY!S_TREE LISL W T-1 ■ W C FOOTHILL BOULEVARD (ROUTE 66 24 6 0 w w 104 ■ U) W 105 !J6 '^ 100 101 102 103 • • • • • • • • • • - w - w PLANTING NOTES: ■ z ■ _..I 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT U INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND I..– ■ = RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND S-3 T-2 S-1 S-2 ■ V SPECIFICATIONS. Q 242 24122/ 136 106 ■ I— 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT ■ Q REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS, CONCRETE PAVER PASS THROUGH ■ 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, ■ ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND FACILITIES. ■ 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE – -' – ■ SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. ■ 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE 99 , OF THE CITY PRIOR TO EXCAVATION. 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- CONTRACTOR, REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE CITY. 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS ■ AND DETAILS HEREON. ■ 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. ■ 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED W SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT. Q ■ r E CURB W/ 18" WIDE CONCRETE PAVERS MAINTENANCE WALK 4 CY.NITROGEN STABILIZED SAWDUST 120 LBS GYPSUM CO ■ CONCRETE PAVER PASS THROUG125 LBS GRO-POWER PLUS Q ■ 11. LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO I— ■ EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS W ■ T-1 T-1 T-2 rs-,� SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: W ■ 24 3 24 10 THILL BOULEVARD (ROUTE 66) 24 15 81 _ ■ EARTHHWORKS Cl) ■ ■los 1 os 110 NOR 0, CA 11 1 (909)538-3321 PLANT LEGEND w . z ■ _ ■ rS2 S-1 rS2 S-1 SymacQ_ V BOTANICAL NAME COMMON NAME SIZE SPACING■ 37 69 66 194 CALL-OUT BOTANICAL QUANTITY TREES ■ • T-1 Pinus canariensis Canary Island Pine 24" Box 20' o.c. Standard 19 ■ T-2 Lagerstroemia indica 'Watermelon Red' Watermelon Red Crape Myrtle 24" Box 10' o.c. Standard 37 ■ _ _ _._-_ _ _ _ _ _ O r----- — — — SHRUBS ■ o S-1 Pittosporum 'Wheelerii' 'Wheeler's Dwarf' 1 gal 24" o.c. Standard 399 Q S-2 Rhaphiolepis indica'Dancer' 'Dancer' Indian Hawthorn 5 gal 42"o.c. Standard 209 o S-3 Lantana camara'lrene' 'Irene' Lantana 1 gal 36"o.c. Standard 323 MULCH: CONTRACTOR SHALL INSTALL A 3"LAYER OF SHREDDED MULCH IN ALL SHRUB AREAS AND 1 1/2"LAYER IN ALL GROUNDCOVER AREAS, MULCH SHALL BE WOOD FIBER MATERIAL AS MADE BY EARTHWORKS OF NORCO, CA. (909)538-3321 (OR EQUAL), SUBMIT SAMPLE OF ANY ALTERNATIVEMATERIAL PROR TO PUDESCRIPTION OF REVISION NSPEC ORSIAPPROVARCHASEAND/OR PLACEMENT FOR CITY SHEET KEY MAP ®, DATE APPROVED N.T.S. CITY of RANCHO CUCAMONGA I I r------- VICTORIA GARDENS LAN ' FOOTHILL BLVD. MEDIAN ISLANDS T W , , o���P �� DAY CREEK FLOOD CONTROL CHANNEL EAST TO 1-15 FREEWAY O P SYMB LLE N - - - ---- -- ���� SCALE: 1" - 30' o ---- O G E D _ FOOTHILL BOULEVARD ROUTE 66 PLANTING PLAN Underground Service Alert - ---- ------- - - Jost NaSCAA APPROVED BY. DATE ; l�l� TREES SHRUBS ° __--- ' -' ' - ` - - - -� - J �P Call: TOLL FREE CALL-OUT U ! ��'°`a u"'""�Oa9-ny CITY ENGINEER f �� RCE N0 ,2495 n U `d "'cA �+ DESIGN ARCHITERRA DESIGN GROUP QED SYMBOL CALL-OUT U / w SAS LANDSCAPE SITE PLANNING ARCHITECTURE 1 _gpp SYMBOL i 0 i 73"1 r6 10221-A TRADEMARK STREET SIZE �� i '� * 'Date �v_ �* DRAWN RANCH(909)48402800 FAX: 909)484 802 GA, CA 91730 SHEET L-9 422-4133 (gal./box) QUANTITY QUANTITY �q rF 0 F c a�-�``ID CHECKED RLA No. 2834 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG SAS DATE 2/15/05 JOB No. 0430-5 1974-L SHEET (. OF L PROJECT SHEET NO. — OF TOP OF FOOTBALL TO EXTEND 2" | PANEL P1 LOCATION METER PEDESTAL Bus Rating Amps volts 240 / 120 Mounting BENCHMARK MAN 100 A 100 Phass/fte 1 / 3 SLlFIFACE LOAD I*K*MATION VOLTAMPS C8 RATNO/20LE13 VOLTAMPS LOAD INFORMATION LOAD Note Type LEG A LEG B Ckt P CB LEG CB P Ckt LEG A LEG B Type NotleO D SITE RECEPT. 3R 540 1 1 20 A 20 1 2 540 3R SITE RECEPT. SITE RECEPT. 3R 540 3 1 20 B 20 1 4 540 3R SITE RECEPT. SITE RECEPT. 3R 540 5 1 20 A 20 1 6 540 3R SITE RECEPT. SITE RECEPT. 3R 540 7 1 20 B 20 1 8 540 3R SITE RECEPT. SITE RECEPT. 3R 540 9 1 20 A 20 1 10 540 3R SITE RECEPT. SITE RECEPT. 2R 360 11 1 20 B 20 1 12 540 3R SITE RECEPT. SITE RECEPT. 3R 540 13 1 20 A 20 1 14 360 2R SITE RECEPT. SYMBOL LIST (NOT ALL SYMBOLS ARE USED) SITE RECEPT. 2R 360 15 1 20 B 20 1 16 360 2R SITE RECEPT. SITE RECEPT. 3R 540 17 1 20 A 20 1 18 540 3R SITE RECEPT. SITE RECEPT. 3R 540 19 1 20 B 20 1 20 360 2R SITE RECEPT. SPARE 0 21 1 20 A 20 1 22 o SPARE FLIP-UP COVER W/ LOCKING O STREET LIGHT SPARE 0 23 1 20 B 20 1 24 0 SPARE HASP W/ GFI RECEPTACLE. AO LIGHT FIXTURE CALL OUT. "A" INDICATES FIXTURE TYPE, 0100" INDICATES WATTAGE SPACE 0 25 1 A 1 26 0 SPACE SPACE 0 27 1 B 1 28 0 SPACE 1 BLANK WP A-1,3,5 BOX COVERS SPACE 0 29 1 A 1 30 0 SPACE HOME RUN TO PANEL. LETTER DESIGNATES PANEL, NUMERALS DESIGNATE CIRCUITS. SPACE 0 31 1 B 1 32 0 SPACE SPACE 0 33 1 A 1 34 0 SPACE KILLARK #4-OCE-O SPACE o 35 1 B 1 36 0 SPACE OUTDOOR CONNECTION A . SPACE 0 37 1 A 1 38 0 SPACE BY W/ 3 BLANK BOX p&R SPACE 0 39 S ,E��/5/OF►N 1 B 1 40 0 SPACE COVERS & ONE GFI WIRING RUN UNDERGROUND4p9 I� SPACE 0 41 1 A 1 42 0 SPACE RECEPTACLE W/ FLIP / 3 4"C - 2#12 + 1112GND. -- — 1"C - 2#8 + 1#8GND. 2,700 2,340 A 8 2,520 2,340 UP COVER W/ LOCKING HASP '— KILLARK #FCL-GFI TOTAL LEG: 5,220 4,680 � � �GND. 3/4-C — 3#12 + 1 2GND. 1"C — 3 + 1 TOTAL: LOAD BRENmOWN DF VAxDF VA NOTES LOAD TYPES 12014"� GALV. X10 #6 ONTINUOUS LOAD X 1.25 0 0 1 RIGID PIPE —�}— 3/4"C - 2#10 + 1#10GND. --{� 1 1/4"C - 2 + 16GND. LARGEST MOTOR X 1.25 0 0 2 L LIGHTING LOAD X10 ECEPTACLE LOAD X NEC 91900 9.900 3 R RECEPTACLE LOAD —f}}— 3/4"C - 310 + 110GND. 1 1/4"C - 36 + 16GND. DWEL TNG TYPE LOADS X 1.00 0 0 4 M LARGEST MOTOR lb. 1 3/4"C — 4#10 + 1#10GND. --*— 1 1/4"C — 214 + 1#4GND. OTHER LOADS X 1.00 0 0 5 D DWELLING RESIDENTIAL CONCRETE BASE 14 SUM 9,900 9,900 6 6" 12 OX12 D — }� 1 1/4"C - 3#4 + 1#4GND. CALC'D AMPERES 41.3 7 1 PH_PNL_P © 1 PVC (PER PLANS) JUNCTION BOX OR PULL BOX . �• PANEL P2 LOCATION METER PEDESTAL Bus Rating Amps volts 240 / 120 Mounting 61' 1 METER PEDESTAL MAN 100 A 100 Phass/WUs i / 3 SURFACE A o O2 PLAN NOTE REFERENCE, SEE NOTES FOR REQUIREMENTS LOAD INFORMATION WXTAMPS CB RA'T14Q/POL M VOLTAWS LOAD IAFORMATION ABBREVIATIONS LOAD Note Type LEG A LEG 8 Ckt P CB LEG CB P Ckt LEG A LEG B Type No*041) SITE RECEPT. 3R 540 1 1 20 A 20 1 2 0 SPARE AFF ABOVE FINISHED FLOOR GFIGROUND FAULT CIRCUIT INTERRUPTER SITE RECEPT. 2R 360 3 1 20 B 20 1 4 0 SPARE ~12" DIA. CO CONDUIT ONLY U.O.N. UNLESS OTHERWISE NOTED SITE RECEPT. 3R 540 5 1 20 A 1 6 0 SPACE SITE RECEPT. 3R 540 7 1 20 B 1 8 0 SPACE WP WEATHERPROOF KW KILOWATT SITE RECEPT. 3R 540 9 1 20 A 1 10 0 SPACE PROVDE FURNISH, INSTALLED AND CONNECTED KVA KILOVOLT AMPS SITE RECEPT. 2R 360 11 1 20 B 1 12 0 SPACE SPARE 0 13 1 20 A 1 14 0 SPACE GND GROUND SPARE 0 15 1 20 B 1 16 0 SPACE VD VOLTAGE DROP X DEGREES KELVIN SPACE 0 17 1 A 1 18 0 1 SPACE � TYPICAL PNLSPACE 019 1 B 1 20 0 SPACE SCALE: ANEL SPACE 0 21 1 A 1 22 0 SPACE RECEPTICLE PEDESTAL DETAIL NO OR / NUMBER P SPACE 0 23 1 B 1 24 0 SPACE NONE AIC SHORT CIRCUITING RATING IN V VOLTAGE SYMMETRICAL ALPS A AMPS SPACE 0 25 1 A 1 26 0 SPACE PHASE SPACE 0 27 1 B 1 28 0 SPACE FT FOOT OR FEET SPACE 0 29 1 A 1 30 0 SPACE SPACE 0 31 1 B 1 32 0 SPACE SPACE 0 33 1 A 1 34 0 SPACE SPACE 0 35 1 B 1 36 0 SPACE SPACE 0 37 1 A 1 38 0 SPACE SHEET INDEX SPACE 0 39 1 B 1 40 0 SPACE SPACE 0 41 1 A 1 42 0 SPACE 1,6201 1,2601 1 1 A B 0 0 E1-1 SYMBOL LIST,DETAIL AND PANEL SCHEDULES. TOTAL LEG: 1,620 1,260 TOTAL: E2-1 ELECTRICAL OUTLET PLAN — SITE "A". LOAD BREAKDOWN DF VAxDF VA NOTES LOAD TYPES E3-1 ELECTRICAL OUTLET PLAN — SITE "B". CONTINUOUS LOAD X 1.25 0 0 1 E4-1 ELECTRICAL OUTLET PLAN — SITE "C". LARGEST MOTOR X 1.25 0 0 2 L LIGHTING LOAD RECEPTACLE LOAD X NEC 2,880 2,880 3 R RECEPTACLE LOAD DWELLING TYPE LOADS X 1.00 0 0 4 M LARGEST MOTOR OTHER LOADS X 1.00 0 0 5 1 D DWELLING RESIDENTIAL Suml 1 1 2,880 1 2,880 6 CALC'D AMPERES1 1 12.0 1 171 1 1 1 PH—PNL—P PANEL P3 LOCATION METER PEDESTAL Bus Rating Amps volts 240 / 120 Mounting MAN 100 A 100 Phase/Wim I / 3 SURFACE ZZ LOAD NFORMATION VOLTAMPS CB RA714QADOLM VOLTAMPS LOAD IrFORMATION LOAD Note Type LEG A LEG B Ckt P CB LEG CB P Ckt LEG A LEG B Type Note LOAD SITE RECEPT. 3R 540 1 1 20 A 20 1 2 540 3R SITE RECEPT. — SITE RECEPT. 3R 540 3 1 20 B 20 1 4 540 3R SITE RECEPT. SITE RECEPT. 3R 540 5 1 20 A 20 1 6 540 3R SITE RECEPT. SITE RECEPT. 3R 540 7 1 20 B 20 1 8 540 3R SITE RECEPT. SITE RECEPT. 3R 540 9 1 20 A 20 1 10 360 2R SITE RECEPT. SITE RECEPT. 3R 540 11 1 20 B 20 1 12 540 3R SITE RECEPT. SITE RECEPT. 3R 540 13 1 20 A 20 1 14 540 3R SITE RECEPT. SITE RECEPT. 3R 540 15 1 20 B 20 1 16 540 3R SITE RECEPT. SPARE 0 17 1 20 A 20 1 18 0 SPARE SPARE 0 19 1 20 B 20 1 20 0 SPARE SPACE 0 21 1 A 1 22 0 SPACE DESCRIPTION OF REVISION DATE °� SPACE 0 23 1 B 1 24 0 SPACE At•FlIOIIEDa SPACE 0 25 1 A 1 26 0 SPACE SPACE 0 27 1 B 1 28 0 SPACE CITY OF RANCHO CUCAMONGA SPACE 0 29 1 A 1 30 0 SPACE SPACE 0 31 1 B 1 32 0 SPACE SPACE 0 33 1 A , 34 0 SPACE PANEL SCHED. , SYMBOL LIST AND LEGEND SPACE 0 35 1 B 1 36 0 SPACE SPACE 0 37 1 A 1 38 0 SPACE FOOTHILL BOULEVARD SPACE 0 39 1 B 1 40 0 SPACE SPACE 0 41 1 A 1 42 0 SPACE 2,160 2,160 A B 1,980 2,160 COMMUNITY FACILITIES DISTRICT 2003-01 B TOTAL EG: 4,140 4,320 TOTAL: LOAD BREAKDOWN DF VAxDF VA NOTES ' 1 VIA TIME CLOCK LOAD TYPES QRpFESS/ C��N� ,,,` � ' / RCE; 24953 CONTINUOUS LOAD X 1.25 0 0 LARGEST MOTOR X 1.25 0 0 2 VIA LIGHTING CONTROLLER L LIGHTING LOAD � .\N A. F papa �JppWp�pEp RECEPTACLE LOAD X NEC8,460 8,460 3 R RECEPTACLE LOAD h DWELLING TYPE LOADS X 1.00 o O 4 M LARGEST MOTOR Z 111DOM OTHER LOADS X 1.00 0 0 5 D DWELLING RESIDENTIAL SUM 8,460 8,460 6 �3�06 A CAUF01lNIA OOIMORATON M� CALC'D AMPERES 35.3 7 1 PH_PNL-P �, * "_°to ,xt E Carta Mn%Strulk CA A9.t26 1 of 4 I,9 J, FC T R CP �P dlBglm '"�`AT MA DLM � �4;�� 011111 �p NIX F OF'CAL�F� WE FUNO 1174 E 1-1 BENCHMARK • -I TI I I I I T I r ] � ►. . . .. s METER PEDESTAL 120/240-10,3W (PANEL P1 INSIDE) F � � � I - m ��„ @) P11-14,16 P1-9,1104 w � P1-6,8 3 P1-1,303 w ®P1-2,4 P1-5 7 {� 0 '� 1, -,11 1 '11 11- 5 P1—,IQ,12 OP1-18,20 2 P1-17,190 P1-13,15 V 2 2 zo 8� 1 12 14 64 rl 2 2 2 2 2 A Z 19 19 15 13 13 13 1 11 9 9 7 7 7F 20 20 18 18 17 17 17 19 15 � f 2 4 4 8 8 10 1 12 14 16 v � � VD=1.51� _/F2 v VD-1.47% VD-1.62 V —1. o _ � VD=1.67% VD=1.34% LVD=1 .55% TYP. 1 VD=1.89% VD=1 .49% LVD=1.47% Z SITE "A" POWER PLAN 1 SC30LE�0„ A I x can PLAN NOTES i III' 01 PROVIDE GFI/WEATHER PROOF RECEPTACLE. THAT RECEPTACLE LOCATIONS ARE ' SHOWN AS SCHEMATIC. ACTUAL LOCATIONS FOR RECEPTACLES IS NEAR BASE OF EACH TREES. DESCRIP'T1ON OF REVISION DATEan APPFA i1 M 1 SEE CITY OF RANCHO CUCAMONGA SITE 02 PROVIDE NEMA 3R J-BOX SIZE TO HAND CONDUIT ROUTE IN TO BOX. USE TO SPLICE DOWN TO CONDUCTOR SIZE #12 OR #10 FROM HOME ELECTRICAL OUTLET PLANS - SITE "AI' RUN TO EACH RECEPTACLE. 3 PROVIDE #4 AWG THE ENTIRE RUN OF BRANCH CIR. FOOTHILL BOULEVARD O COMMUNITY FACILITIES DISTRICT 2003-01 B ® PROVIDE #6 AWG THE ENTIRE RUN OF BRANCH CIR. 0 5 PROVIDE 8 AWG THE ENTIRE RUN OF BRANCH CIR. RpFESS/ CIITY APPROVED �' R�(��.•24953 0 # Q CITY ENGINEER © PROVIDE #10 AWG THE ENTIRE RUN OF BRANCH CIR. DGM.L.11,11,10.L.1111,1111,11,1111 Z "MC A � SN 06 A CAUFTIMIA OORPMAMON r * y(+,wo� 125 E ��. S,f.1W 2 of 4 �,9T F2026 CTR SGP �P CH� "W LE M I)LER Fm Mm 5 N0` E2-1 OFCAOFU NO � Y x. BENCHMARK I ti I I j METER PEDESTAL r I I 120/240-10,3W (PANEL "P2" INSIDE) t At. I y y � � •� P2-9,11 P2-5,7 ' I w ` i TYP. 2 j P2-1,3 O5 I I w _ I I Tr Tv yu 2 c=n --- - 11 11 9 9 9 y --- ----- ----- - - --- --- --- - -T- - --- - - -- - ------------------------- - - - ----- - -�-- 7 7 7 5 5 5 3 3 1 1 _¢ Z I VD=1.38 I v I 1 I , s I Z J D=1.35% D=1.677ol v I =, 0 I TYP. 1 TYP. 1 I I 1 I U y I I I I I I I I I I I I , I I I � � � SCALE: SITE B POWER PLAN ALE: . A j L ri �171111 m I II w III II I PLAN NOTES PROVIDE GFI/WEATHER PROOF RECEPTACLE. THAT RECEPTACLE LOCATIONS ARE SHOWN AS SCHEMATIC. ACTUAL LOCATIONS FOR RECEPTACLES IS NEAR BASE OF EACH TREES. cmr SEE DESCRIPTION OF REVISION DATE Orme ' ----- ------- ----- E'-' CITY OF RANCHO CUCAMONGA I I SITE B � ,� , O2 PROVIDE NEMA 3R J—BOX SIZE TO HAND CONDUIT ROUTE IN TO BOX. USE TO SPLICE DOWN TO CONDUCTOR SIZE #12 OR #10 FROM HOME ELECTRICAL OUTLET PLANS - SITE 111311 RUN TO EACH RECEPTACLE. I PROVIDE #4 AWG THE ENTIRE RUN OF BRANCH CIR. FOOTHILL BOULEVARD II I i i COMMUNITY FACILITILS DISTRICT 2003-01 B PROVIDE #6 AWG THE ENTIRE RUN OF BRANCH CIR. Mcw PROVIDE #8 AWG THE ENTIRE RUN OF BRANCH CIR. OF ESS/ CP �' .. � QR CITYY EENGINGINEER RCE: 2495.3 K - --- - - - - --- --- - - - ---� �N A. © PROVIDE #10 AWG THE ENTIRE RUN OF BRANCH CIR. ��"� , a ��TM � Z DOM......,......�..isles 83 /30/06 A CAL1FIA OORPORAT �r ON 382-1 o ass E rc sm..t'c��ae�e 3 oF 4 £CTR a�c� Qi4T yllllll� W 4 s,e9= o w Na 9 �CAL�FC WE A1AD F� ("�546-3252 �97� E3-1 x .. x 1 BENCHMARK ETER PEDESTAL 120/240-10,3W (PANEL "P3" INSIDE) , P3-10,124 - P3-6,8 Q4 �4 P3-5,7 OP3-9,11 ® © P3-13,15 3-14,16 fi 4 P3-1,3 O 2 2 P3-2�4�3 w 2 vOQ f 2 2 - 2 2 2 --- s - 12 1 1 3 5 5 7 7 - -- — m 9 9 9 11 11 13 13 13 15 15 15 16 16 16 14 14 4 12 12 10 10 4 4 4 2 2 4f $� VD=1.729 w VD=1.529 Z VD=1 .469 J VD=1.559 VD=1.559 D=1.479 VD=1.72% VD=1.35% –' TYP. 1 TYP. 1 SITE "C" POWER PLAN 1.SC30EA) �o Li II' i PLAN NOTES O1 PROVIDE GFI/WEATHER PROOF RECEPTACLE. THAT RECEPTACLE LOCATIONS ARE IIII SHOWN AS SCHEMATIC. ACTUAL LOCATIONS FOR RECEPTACLES IS NEAR BASE OF EACH TREES. DESCRIPTION OF REVISION DATE an APPIIO�IEDt SEE CITY OF RANCHO CUCAMONGA .L. O2 PROVIDE NEMA 3R J–BOX SIZE TO HAND CONDUIT ROUTE IN TO BOX. SITE USE TO SPLICE DOWN TO CONDUCTOR SIZE #12 OR #10 FROM HOME ELECTRICAL OUTLET PLANS - SITE "C" RUN TO EACH RECEPTACLE. O3 PROVIDE #4 AWG THE ENTIRE RUN OF BRANCH CIR. FOOTHILL BOULEVARD ® COMMUNITY FACILITIES DISTRICT 2003-01 B PROVIDE #6 AWG THE ENTIRE RUN OF BRANCH CIR. APPROVED BY: s O5 PROVIDE #8 AWG THE ENTIRE RUN OF BRANCH CIR. oQROFESS/ CITY ENGINEER �//�� RCE: 24953 A. © PROVIDE #10 AWG THE ENTIRE RUN OF BRANCH CIR. DGM' :,, z m /30/06 CA IF 1A DORPORA71ON PN°100 123 E Ca sMbMemo.'CSA 92626 4 w 4 FL'T P, C '� DALE MADLER J7 4) 546-3251 NM TFOF `C Fme 714 546-3252 E4-1 x CAL ` oras FU N x. ,S GS sa -z