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HomeMy WebLinkAbout1507-L ROCHESTER AVENUE / RANCHO CUCAMONGA HIGH SCHOOL MITIGATION PROGRAM FOR LANDSCAPING THE ROCIIESTER AVENUE EASTS1 DE PARKVVAY ( LMD - 2 ) 9 GENERAL NOTES : 1 . All work shall conform to the City of Rancho Cucamon a Standard Drawings and the Standard Specifications for Public Works Construction, (Green Book, 1991 Edition and the 1992 and 1993 supplements. RANCHO . . . . PROJECT _ LOCATION 2. Public and Private utilities and substructures shown hereon are from available records. The CUCAMONGA Contractor shall be responsible for protecting all utilities and substructures as shown within the Y construction limits of this project and shall be responsible for any damage as a result of the Banyan Street Summit Avenue construction operations. 3. The Contractor shall notify Underground Service Alert 1 -800-422-4133 and the following utilities two working days prior to construction or regarding any problems. Southern California Edison Co. 909989-5861 Southern California Gas Co. 909 335-7712 Highland Avenue i General Telephone Co. 800 422-4132 _( )_ Cucamonga County Water District 909 483-7440 Kenyon W y Z Way Lark Drive Of V 4 .For inspection of this project, the Contractor shall contact the public Works Section at 989-1862 V, �Q ext. 2341 two working days prior to the required date. x om > �Ctor�Q pa>� W w 5. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or U) W encroachment within any City of Rancho Cucamonga easement or rights—of way. Lane Lv •V W 6. The Contractor shall have a "Class A" or "C-27" Contractors License. Baseline Road W W W W 7. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement W of any work. All discrepeancies shall be reported for direction immediately to the city. �, a� '� :3 W W W W C C > 8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and a� Q shall take sole responsibility for the repair/replacement, at no cost to the City, for Q < n FONTANA any damage of said underground utilities, pipes and structures. c _0 �� W W > LANDSCAPING GENERAL NOTES : _ w Do, W W y y y W 11 Foothill Blvdo W W W •Y . aC 1 . All equipment shall be selected and installed in accordance with the Contract Specifications and _. 66 P Standard Drawings. The Contractor shall be responsible for the distribution of Standard Drawings V W W W 9 P 9 to the installing personnel. CITY HALL W W W y CONSTRUCTION NOTES: 2. This design is diagrammatic. All piping, valves, etc. shown within sidewalk/trail areas are for Civic ® C���`e N4 (DCONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. 114 design clarification only, and shall be installed in planting areas whenever possible. r � 5 P P 9 Y 9 Drive (a CONSTRUCT COBBLESTONE HARDSCAPE PER CITY STD. 537/MOD W V � 3. Landscape areas shall recieve 4" of coarse—ground shredded chipper mulch under all trees and shrubs. Arrow Route3Q-- CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 Grading operations shall accomodate the mulch per city std. 512. Contractor shall submit a sample for approval prior to purchase and placement. Shredded mulch is available from: a CONSTRUCT 6" WIDE PCC MOW STRIP PER CITY STD. 528 PP P P P W & �— INSTALL 1 - 1 /2" SCH 40 ELECTRICAL CONDUIT, PULL ROPE, AND PULL BOXES Blue Ribbon Nurseries (714) 633-3666 W W W 6& INSTALL 1 -1 /2" SCH 40 ELECTRICAL CONDUIT, (2) #6 CONDUCTORS AND PULL BOX Orange, CA VICINITY MAP W W W W 4. No Plantingshall be done until all operations in conjunction with the installation of the P J NOT TO SCALE irrigation system have been completed, final grades have been established, and the planting areas have been properly graded and prepared as specified. INDEX: LEGEND: RRIGATION GENERAL NOTES : SHEET DESCRIPTION :�� °:� ; . PORTLAND CEMENT CONCRETE 1 TITLE SHEET 2 IRRIGATION PLAN — VICTORIA PARK LANE TO STA 44+50 000000° COBBLESTONE HARDSCAPE 1 . Install one ( 1 ) spare orange wire along the entire length of the mainline to the farthest 3 IRRIGATION PLAN — FROM STA 44+50 TO STA 56+50 RCV on each branch. Pigtail each orange wire at the enclosure. Install terminal strips in 4 IRRIGATION PLAN — STA 56+50 TO HIGHLAND AVENUE enclosure for irrigation wiring. 5 LANDSCAPE PLAN — VICTORIA PARK LANE TO STA 44+50 6 LANDSCAPE PLAN — STA 44+50 TO STA 56+50 C" 2. Contractor shall flush and adjust all sprinkler heads and valves for optimum coverage with minimal overspray 7 LANDSCAPE PLAN — STA 56+50 TO HIGHLAND AVENUE DESCRIPTION OF REVISION DATE onto walks, streets, etc. This shall include the selection and installation of a pressure APQRovED compensating nozzle screen (PCS) in required sprinkler heads at initial construction. 3. When vertical obstruction (Fire Hydrants, Street Lights, Trees, etc.) interfere with the spray pattern of the [EER ANICAL NAME COMMON NAME SIZE EST. QTY. TOTAL PLANTINGS * CITY OF RANCHO CUCAMONGA sprinkler heads so as to prevent proper coverage, the irrigation contractor shall field adjust the sprinkler CHITON POPULNEUS BOTTLE TREE 15 GAL 49 15 GALLON TREES 127 Landscaand Irrigation Plans by installing a quarter circle or half circle sprinkler head on each side of the obstruction so as HUS LANCER AFRICAN SUMAC 15 GAL 78 5 GALLON SHRUBS 364 Rochep's t er A to provide proper coverage. All adjustments shall be made at no additional cost to the city. MELES ARBUTIFOL.IA TOYON 5 GAL 93 1 GALLON SHRUBS 1410 US PURPUREUS ORCHID ROCKROSE 1 GAL 808 Eastside Parkwa LOS UVA-URSI 'POINT REYET BEAR BERRY 1 GAL 127 LANDSCAPED AREA 64,108 SF V IctorIa Park Lane to HighIand XePARVIFODUM 'PUTAH CREEK' NCN 1 GAL 475 HARDSCAPE AREA 15,451 SF M HORRONUUS 'IMIU POW NCN 5 GAL 271 CITY MAINTAINED 1.47 ACRES APPROVED BY: � DATE: CITY ENGINEER ► RCE: 24953 DESIGN PLAN PREPARED RECOMMENDED * NOTE: Quantities shown on the legend are for estimating CSB CITY OF RANCHO CUCAMONGA Purposes only. Final quantities for plant materials 10500 CMC CENTER DRNE installed shall be governed by the indicated plant DRAWN RANCHO CUCAMONGA. CA 91730 SHEET spacings , (see planting plans ) . CSB O 7 _ CHEF P-M No 36937 DRAWING No. HM/JD DAX ME No 92-09 1507—L A _ _ ROCHESTER AVENUE 3�4 -35 36 w33 r 37 38 3:: z ' 0 J `'' W 1/2" 3/4" 1 4" ��, » , - - - 314" 1 2" 1/2" _ _ - 3/ 1 2" _ _ 1/2 1/2 1/2" 1/27 3 - - -1-/�- - - - - - - - - - - - - - - - - - - - -_- - - - - - - - - / - - w oaovo7-7.!-! oo�oaooaoaoo�o�aoao oao oa000aoo -- _� — — — — �9-7,;a000�ooaoaoo�oa000v000 — — — — — — — 8e �- o00000o 0 0 0 0 0 0 0 0 0 o Qo 0 0 0 0 0 0 0 0 oQo o �8 S — _—��3/r 1� 1 - /4 —T-- $ o"0 0 0 0 0 0 0 0 0 0'0 0 0 -� - -� -�- t=0 4 �L -L .O.C. - 4" 1" - L-b 2' 2 L 3 4 - -■ / » " 4 "-�- —■— — 2-1/2 1 2' — —■—■ ■ » —■ ■ ■—■— — �' 2�1 __l » 33/4 ■_ — 4 1 -1 - e e ._. 3 4 e M n w » n » D �— �— _-) —�1 2" 1 2 / 1 4 1 -1 4 »- » --�-- -� �- Q 112 314 1/2 3/4» 1/2„ 3/4v 1» 3/4 3/4 1/2 / / 1-1/2" 2-1 / / 1 1 3/4 1/2~ 1/� 3/4 1/2 v 1-1/4" �� - —V -_ 0 - - o - -- g - �-- / =V = - - - - R - YV_.; w= -p _ - -.� -- - - » -- 4 0 p v ��- - - » 3/4 1 M - -Y - 1/2 -. � - g - _ �`1 / 9:- 1 -1 1 2" 314" 1" �� 1/2 1-1/4 `c , Q 0 // / v�� 1/2» �-1/ 3/4" C) - v y.` I , V27 16 GPM 18 GPM V26 V25153 GPM V30 27 GPM V24 12 GPM V23 53 GPM V28 23 GPM 1" „ V29 12 GPM A 1 scale: 1"=20' B ROCHESTER AVENUE 39 40 41 42 43 — 414 — w w 0 w m 3/4 �C' ��` 1 2" 1 2" 3/4! 112' 1 2" 3 4 117 1/r - - / 1 2" / _ 1 2" / / _ - - / / _r o-a-a�-a- a o'a-o-a"o-a a�o"o b"v'o"o"0 8'�a"a o"v "a- — — — a�a'-a"b"a�v�a"a 8-a"o'a�d a`o o'^a"b"o tr-0~6'3"3 a-a-a-a-o-v-a- — 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �- � 0 0 0 0 0 0 0 0 0 0 0 —s— r —r �rtr r o 00000000000000 . 00000000000000000 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2-1/ O O O 000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �/ n �� W L - 1 2 3/4 1 3/4 112 0 0 0 o 3/4 1» 2 n 1 -�- AN -4m l— n �—...� I _ �� — — v-b_. 3/4 __ --� .4d _1 2__. _ _ � 3 4 2" 3 4 1 n - - - i " _ e e na — e --� -�—e s e - 1" - - e - -a -- - - - - - _ } /4 r12n _1 " —�- �— » e a n e — �- — _ 4 1/2" Z U 1 / 314 1-1/2" 1" 3/4" 1 2" 1/2" 1/�3 4" 1/2" » 3/4" �-1 -1/4 " e »� a-� -�-�-fie- � _ -- �_ /�. a - -Y R _ �,p�- �- - -- 1 1-1/2" " 1 -1/4 1 3 4» 1 / 3/4 n U � =r-- n ---•� " . , _ -- - - -- - ! 1 - 3/4" / 1/2" 3 4 1 2 3 4 » - - - -- - - / 1 2" 3/4" / 1 1 -1/4 -- `�' .�- Q 9 Y_ YV--- V _V Y - Q I 1 1 tx C L A I V22 15 GPM V21 55 GPM V32 22 GPM I I B 1 1-1 2" "1 / - 1 1 4 1" GENERAL LEGEND: / f V20 54 GPM V 19 35 GPM C V31 33 GPM SYMBOLS DESCRIPTION MANUFACTURER REFERENCE 1-1/2" 1 -1/2" 1-1/4" P.O.C. POINT OF CONNECTION ------- ------- ® 2" WATERMETER (PER CCWD) CCWD STD. 2 Maintenance Area Map E ELECTRICAL PEDESTAL W/ AUTO. STRONG BOX SB-24SS/120 SID'S 539/MOD do IRRIGATION LEGEND: CONTROLLER, DIGITAL TRUNK RADIO, AND ANTENNA SENSE ET1-40-1)72, ANT-1 541/MOD 2" BACKFLOW PREVENTION ASSEMBLY AND FEBCO 825Y-BV STD. 517/MOD HIGHLAND AVENUE SYMBOL I RAD JSPACINGJ DESCRIPTION 1 PSI JGPM I MFG nnn' BODY NOZ. OPTIONS REFERENCE 2" WYE STRAINER WILKENS YSBR cxrT DESCRIPTION OF REVISION DATE ,,,PPROVM ❑ 3600 15' 15' STANDARD 30 DEG. TRAJ. 30 3.70 RAINBIRD SAM 1812 15F — STD. 534 ® 2" PRESSURE REGULATOR WILKENS 500 SERIES STD. 519 000 CLENER 136-01-ACSKL CITY O F RANCHO CUCAMONGA E3 1800 15' 15' STANDARD 30 DEG. TRAJ. 30 1.85 RAINBIRD SAM 1812 15H - STD. 534 1-112" MASTER CONTROL VALVE ENERGI ED TO CLOSE STD. 516 00 Z ® 900 15' 15' STANDARD 30 DEG. TRAJ. 30 .93 RAINBIRD SAM 1812 15Q - STD. 534 1-1 2' FLOW METER DATA INDUSTRIAL NSE SM. 516 m Q / OBTAINED FROM CALSENSE ONLY V 3600 12' 12' LOW GALLONAGE 30 DEG. 30 2.60 RAINBIRD SAM 1812 12F - S . 534 �- MAINLINE PVC PIPE, 2" do LARGER CLASS 315 STD. 526 m IRRIGATION PLAN v 1800 12' 12' STANDARD 30 DEG. TRAJ. 30 1.25 RAINBIRD SAM 1812 15H PCS-125 STD. 534 - MAINLINE PVC PIPE. 11-1/2' do SMALLER SCH 40 STD. 526 LARK DRIVE < w Rochester Y 90 12 12 TDSTANDARD 30 DEG. TRAJ. 30 .60 RAINBIRD SAM 1812 150 PCS-060 S . 534 2" SERVICE UNE (FROM P.O.0 TO METER) (BY CCWD) CCWD STD. 2A Eastside Parkwa O 360° 10' 10' LOW GALLONAGE 30 DEG. 30 1.75 RAINBIRD SAM 1812 12F PCS-175 STD. 534 —�� NON—PRESSURE SUPPLY LINES & SIZE SCH 40 STD. 526 } T 1800 10' 1 10' LOW GALLONAGE 30 DEG. 30 .90 RAINBIRD SAM 1812 12H PCS-090 STD. 534 SLEEVES (2x SLEEVED PIPE / OR PER PLAN) SCH 40 STD• 527 = = o VICTORIA PARK LANE TO STA 44 50 p 90° 10' 10' LOW GALLONAGE 30 DEG. 30 .40 RAINBIRD SAM 1812 120 PCS-040 STD. 534 REMOTE CONTROL VALVE W/ PRESSURE REGULATOR RAINBIRD EFB—CP—PRS—B STD. 522 (j 8 3600 8' 8' LOW GALLONAGE 30 DEG. 30 1.25 RAINBIRD SAM 1812 12F PCS-125 STD. 534 REMOTE CONTROL VALVE RAINBIRD EFB—CP STD. 522 0� w- THIS SHEET APPROVED BY: DATE: CITY ENGINEER RCE: 24953 ■ 1800 8' 8' LOW GALLONAGE 30 DEG. 30 .60 RAINBIRD SAM 1812 12H PCS-060 STD. 534 QUICK COUPLING VALVE RAINBIRD 33 DLRC STD. 530 W 90° 8' 8' LOW GALLONAGE 30 DEG. 30 .30 RAINBIRD SAM 1812 12Q PCS-030 SM. 534 0 �� �eECOMMEH D CONTROLLER SEQUENCE CITY OF RANCHO CUCAMONGA 6 1800 6' TD 6' L A. 15 DEG. TRAJ. 30 .30 RAINBIRD SAM 1812 1 OH PCS-030 S . 534 r 'd °P" GALLONS PER MINUTE ------- VICTORIA PARK LANE CSB 105MCMCcc CENTER DRIVE 0 900 5' 5' L A. 15 DEG. TRAJ. 30 .20 RAINBIRD SAM 1812 100 PCS-020 STD. 534 REMOTE CONTROL VALVE SIZE "" RANCHO CUCAMONGA. CA 91730 T ar O 1350 8' 8' LOW GALLONAGE 30 DEG. 30 .40 RAINBIRD SAM 1812 12T PCS-040 STD. 534 CSB `HECM PME/JD "D932909� 507 L DATA Fu POINT OF CONNECTION: - CONNECT NEW I TURBINE WATER METER ' FOR IRRIGATION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND /i Q 1 PAY ALL COSTS* FOR THE INSTALLATION OF A NEW WATER METER. ' CONTACT C.C.W.D. FOR COSTS AND INSTALLATION PROCEDURES. / /% I y EXISTING WATER PRESSURE: 87 PSI _-______,_�/ /�' 120 VOLT ELECTRICAL METEk AND CONNECTION TO POWER TO BE PROMDED BY SCE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE �� REQUIRED CONDUIT, RISERS, PULLBOXES, AND CONDUCTORS. PEAK IRRIGATION DEMAND: 59 GPM cy_ I �/� AND OBTAINING ALL SCE PERMITS* AND INSPECTIONS WATER TYPE: POTABLE PERMIT, PLAN GHECK, AND INbPEC,TION, FEES SHALL BE *FEES SHALL BE REIMBUKSED BY THE CITY _ / REIMBURSED BY THE CITY - - - J ACTUAL LOCATION OF THE AUTOMATIC CONTROLLLFk SHALL BE AS DIRECTED - - C W - 3Q' �r v i ` =� \ 46 + 65 . 38 R AVE . ON SITE BY REPRESENTATIVES OF THE CITY AND CALSENSE. �� BACKFLOW PREVENTION L>�YICE IS TO BE INSTALLED PARALLEL TO THE STREET AND \ { SCREENED WITH SHRUBS. g 30 + 01 . 95 LARK DR . ROCHESTER AVENUE N -- - - - 45 -- - - - 4E - i , TTS 47 --- - fJ7 48 49 2' SERVICE UNE TO METER BY CCWD � �- ' ' � -� 50 - _ INSTALL NEWCONDUCTORS, N SAME AS EXISTING), TO POLE HANDHOLE. STA 47+9 INSTALL 1-11/f SCH 40 ELECTRICAL CONDUIT 30" COVER ,p x 17" x 12" CONC. PULL BOX AND CONDUIT 0, INSTALL 10-11Z' (2) #6 CONDUCTORS ) RISERS INTO P.B. 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SIDEWALK � / - - - 1/2 - \� . 7 r--■= 1/� - � /2" 6`s'�, � ,,��co 1 -1/2" PIPE FOR WIRE SLEEVE Q 1-1 2" " r� ■- - - - - 1 2" c� 1 2" 1 2" 3 4" 1 6- - / / Ly 4 — — — - i o 0000°o°o°oo o�c�o�s-a-v o-� — — -�-— — — » 1/2- ^ 4n 1/2" 3/4 / / 1/2 1/2 / " » 0 0 0 0 0°o0o000 oa000 _ — 2- — _ _ 3/4 1 2" 1 2" 3 4 LIJ "" ...4� __a �� �� oo S 1f �=Z- _ -- - - - - - - - - - - - - - - - - - - - - - - - - - -1�2" -- - 2"-- - - 1�2 - -_- �._ -a-a-a-o-a'a-a-a"o"a-o-a-a-a-a`-o-'?_00; a"a-a-o 1 ��— > t � if z „ -' ► . - i — i .w_ �. : -- -- - "� i i i 1 ate. �- -3,L4� _ 3/4„ —lr=T=1■ r -+9 — 1/2 1 2" 3 4" 1 2" 3/4 1 n �� 1/2" — 1" 1" 1" 3 4" 1 00000000 0 0 0 0 0 0 0 0 0 0 0 000000000000 3 4.. - 4n / / / 2-1 2 1" 3/4 1 2 1424"" 1 -� — -� — ■� — — a a �_ ; / ---� V 1/27 /4" 1" 2 1" 3/4- 31/2» 3/4» 1/2- 1/2» �e 2» -8 .� B 1 2n - -1 4 , - i - - --- i 1� 4„--_ • ._ - 1� - _ _" ......... -- V--+ 3/4 / i 1 i / I� 3/4 1/2 / 3/4" " � _ " 3 4" 1 2" 1 2" 1/2" 3/ 1/2^ 3/4 »/ » n " 3/4 3 4" 1/2"1/2 1 U U - '�- - }- �- - -■-■-■-■ 1-1 21 1 /4 / / / 1 1/2" » ^ /2„ r- —� �� - 4 " " - ■ —l•—■- +■—■ ■--■�- /2 3 4 4 1 -1/2 1 / 3/4 , ��4 6 9 A A A 9 6 bj b�� e� 6 e 8 -� - - T �8 @ $ Q � - -_ _ �" _ " _ = .f f= = =f= � -e= t=a=e e- =ee -. �= o-:� - -te=e= =e� -�_ ms=s _ s _e. a _ _-: � - -;;� ^ � " � ^ �'� 1/2" 1/2 3/4 3/4" 1 1" 3/4" 1 2" 1/2" 1/2n 1/2, 1/2 1/2 1/2n 3 4" 3/4" 1 -1/4 " 1" n 3/4" 1/2" 1/2" / 3/4!' ., / 1 3/4 o D C , V7 37 GPM V8 25 GPM V 1 5 31 GPM 27 GPM 31 GPM GPM 7 46 GPM V9 V 1 2 GPM 10 V 1 1 V 16 28 GPM V6 V 2 " GENERAL LEGEND: 1-1 4" 1 -1 4" 1-1 4" i-1 4" " _ • —1 /2 / / / / Scale. 1 —20 SYMBOLS DESCRIPTION MANUFACTURER REFERENCE P.O.C. POINT OF CONNECTION ------- ------- ❑M r WATERMETER (PER CCWD) CCWD STD. 2 Maintenance Area Map © ELECTRICAL PEDESTAL W/ AUTO. STRONG BOX SB-24SS/120 SID'S 539/MOD do IRRIGATION LEGEND: CONTOLL ER, DIGITAL TRUNK RADIO, AND ANTENNA CALSENSE ET1-40-DTR2, ANT-1 541/MOD 2" BACKFLOW PREVENTION ASSEMBLY AND FEBCO 825Y-BV STD. 517/MOD HIGHLAND AVENUE SYMBOL ARC RAD SPACING DESCRIPTION PSI GPM MFG BODY NOZ. OPTIONS REFERENCE 2" WYE STRAINER WILKENS YSBR cnY ❑ 360° 15' 15' STANDARD 30 DEG. TRAJ. 30 3.70 RAINBIRD SAM 1812 15F - STD. 534 ® 2" PRESSURE REGULATOR WILKENS 500 SERIES STD. 519 THIS SHEET DESCRIPTION OF REVISION DATE 8 180° 15' 15' STANDARD 30 DEG. TRAJ. 30 1.85 RAINBIRD SAM 1812 15H - STD. 534 1-1 2" MASTER CONTROL VALVE cu►NERC 136-01TOCLOSE SM 516 Z CITY OF RANCHO CUCAMONGA / ENERGI ED TO CLOSE n � ® 900 15' 15' STANDARD 30 DEG. TRAJ. 30 .93 RAINBIRD SAM 1812 15Q - STD. 534 1-112" FLOW METER DATA FROM INDUSTRIAL NSE STD. 516 m m I v v 3600 12' 12' LOW GALLONAGE 30 DEG. 30 2.60 RAINBIRD SAM 1812 12F - STD. 534 --�- MAINLINE PVC PIPE. 2» do LARGER OBTAINEDCLASS 315 sE ONLY STD. 526 IRRIGATION P LAN Y V 180° 12' 12' STANDARD 30 DEG. TRAJ 30 1.25 RAINBIRD SAM 1812 15H PCS-125 STD. 534 --� MAINLINE PVC PIPE. 1-1/2" do SMALLER SCH 40 STD. 526 LARK DRIVE W RochesterAvenue° T 90 12 12 STANDARD 30 DEG. TRAJ. 30 .60 RAINBIRD SAM 1812 15Q PCS-060 STD. 534 2" SERVICE LINE (FROM P.O.C. TO METER) (BY CCWD) CCWD STD. 2A U 0 360° 10' 10' LOW GALLONAGE 30 DEG. 30 1.75 RAINBIRD SAM 1812 12F PCS-175 STD. 534 -�� NON-PRESSURE SUPPLY LINES do SIZE SCH 40 STD. 526 Eastside Parkway V 180° 10' 10' LOW GALLONAGE 30 DEG. 30 .90 RAINBIRD SAM 1812 12H PCS-090 STD. 534 SLEEVES 2x SLEEVED PIPE OR PER PLAN SCH 40 STD. 527 Q ( / ) STA 44+50 TO STA 56+50 o p 90° 10' 10' LOW GALLONAGE 30 DEG. 30 .40 RAINBIRD SAM 1812 12Q PCS-040 STD. 534 + REMOTE CONTROL VALVE W/ PRESSURE REGULATOR RAINBIRD EFB-CP-PRS-B STD. 522 (3 01 8 3600 8' 8' LOW GALLONAGE 30 DEG. 30 1.25 RAINBIRD SAM 1812 12F PCS-125 STD. 534 (9 REMOTE CONTROL VALVE RAINBIRD EFB-CP STD. 522 cc 0o, APPROVED BY: DATE: `� /'�- 00 CITY ENGINEER RCE: 24953 ■ 1800 8' 8' LOW GALLONAGE 30 DEG. 30 .60 RAINBIRD SAM 1812 12H PCS-060 STD. 534 4) QUICK COUPLING VALVE RAINBIRD 33 DLRC STD. 530 0 900 8' 8' LOW GALLONAGE 30 DEG. 30 .30 RAINBIRD SAM 1812 12Q PCS-030 STD. 534 DESIGN PUN PREPARED aY: REco�H� CONTROLLER SEQUENCE VICTORIA PARK LANE CSB CITY OF RANCHO CUCAMONGA 0 1800 6' 6' L A. 15 DEG. TRAJ. 30 .30 RAINBIRD SAM 1812 1 OH PCS-030 STD. 534 0P11 GALLONS PER MINUTE ------- ------- 10500 CMC CENTER DRNE ® 90° 5' 5' L A. 15 DEG. TRAJ. 30 .20 RAINBIRD SAM 1812 1 O PCS-020 STD. 534 REMOTE CONTROL VALVE SIZE °R''`""r RANCHO CUCAMONGA, CA 91730 SHEET O 135° 8' 8' LOW GALLONAGE 30 DEG. 30 .40 RAINBIRD SAM 1812 12T PCS-040 STD. 534 CSB �� HM/JD CHECKED mcx- No 36937 MAWING No. a,,TE nx No 92-0 1507—L D ,.� ROCHESTER AVENUE Li 1-1/2- DIA PIPE WIRE SLEEVE W SAWCUT AND REMOVE EXIST. SIDEWALK I z T�, ( Q 1 4" 1/2- 3/4" 1- W - - -_ � _ - -V2' - - - - - - - - - -- - - - - - - -_ -- 1/r - - - mor- 1 000000 0 0 0 0 0 0 0 o 0 0 0 0 0 0 /4 1/2'' 1/2" " - d � Z -1727 1 1 2 ■-■-■ V V- V=1• _ -� a o o e1 1/2" f� v a- t o0o°c- o r �1 � r- i e o • r � ° ; � 01)C')_ E?�:l_�TI���,/ FC�, PRAF� �LOF F i�RC Et,TICN � � � N _ _ �H- __._ --i �-. �F- iF- -..� -- �.-JI - -� .F-- .-M..__- �- ��_ �►- ..(�-- � -w �--1►- t w - /On G 00 XERISCAPE ASSESSMENT SYSTEM SUMMARY Y. _ V14 21 GPM V 1 3 38 GPM IRRIGATION (POINT VALUE) POINTS CLAIMED Scale: 1"=20' LOW GALLONAGE IRRIGATION 20 AUTOMATIC CONTROLLER 20 DESIGNED TO WATER PLANTS BY WATERING NEEDS 10 SOIL MOISTURE SENSORS RAIN SENSORS 5 CONTROLLER V WIND SENSORS SYSTEMS OPERATIONAL CAPABILITIES SENSITIVE TO SLOPE FACTORS 5 BASED ON 2" PRECIP. PER WEEK WITHIN 8 RECLAIMED OR RECYCLED WATER 5 (UPON FUTURE CONNECTION) HOURS PER DAY 40 HOURS PER 5 DAYS PER WEEK TOTAL POINTS CLAIMED: 60+ STA TYPE OF GPM TYPE OF PRECIP. OPERATION NO. PLANTING SYSTEM PER HR. HRS WK 1 SHRUB 59 CONY. 1.6 1.2 2 SHRUB 59 CONV. 1.6 1.2 '� CONTTtOLLER 3 SHRUB 52 CONY. 2.2 0.9 PRESSURE CALCULATIONS 4 SHRUB 59 CONV. 1.6 1.2 J WATER METER 1 SIZE T 5 SHRUB 36 CONV. 1.7 1.2 m W ELEVATION: 1446 6 SHRUB 46 CONV. 1.7 1.2 N � J STATIC PRESSURE: HIGH 92 PSI LOW 87 PSI 7 SHRUB 37 CONY. 2.2 0.9 O Q Q > 8 SHRUB 25 CONY. 1.8 1.1 � SOURCE OF INFORMATION: CCWD; RICHARD OAXACA z 1.8 1.1 Z w J 9 SHRUB 27 CONY. N PHONE NUMBER: (909) 483-7440 \ O � O Uj z DATE OF INFORMATION: 3-21-94 110 SHRUB 31 CONY. 1 .6 1.2 3 IO z 11 SHRUB 25 CONY. 1 .6 1.2 O J g W W z Q O SHRUB 7 CONV. 1 .6 1.2 F Q > > 12 S B 2 U � U REMOTE CONTROL VALVE V11 SIZE 1-1 4 U _ � / :. W N W � J MAXIMUM DEMAND: 25 GPM 13 SHRUB 38 CONV. 1.7 1.2 z p ELEVATION OF HIGHEST HEAD: 1483 14 SHRUB 21 CONY. 1.7 1.2 z a w w 3 3 - O Z I 115 SHRUB 31 CONY. 1 .8 1.1 U � L w p O O PRESSURE O RCV: 47 PS J J W � � J Q J W U 16 SHRUB 28 CONY. 1.8 1.1 w U J � to tL 17 SHRUB 28 CONY. 1.8 1.1 - - O _. v _ _.._ �. _ QTY. SIZE _ .. _.. _ _ :.. P.S.I. 2" WATER METER .7 _ - 18 SHRUB 26 CONY. 1.8 1.1 Z 3 a m \ \ O R.P. BAC FLOW DEVICE 11.5 - Z 2" K 19 SHRUB 35 CONY. 1.7 1.2 p p I I w • iv �v r- _ - _ 2" PRESS.-REG. (FALL OFF) 10 - 20 SHRUB 54 CONY. 1.7 1.2 a w U _� - 1-1/7' MASTER VALVE W/ FLOW METER 1.7 21 SHRUB 55 CONY. 1.7 1.2 - - - 70 LF t MAIN LINE (SERVICE UNE STANDARD STQ .7 22 SHRUB 15 CONY. 1.2 1.7 860 LF Jr MAIN LINE •8 23 SHRUB 53 CONY. 1.7 1.2 P•O•C.� M P R BPA f C S M V 1-1/f R.C.V. ASSEMBLY 5.5 24 SHRUB 12 CONY. 1.2 1.7 LATERAL LINE LOSS 1.125 , SHRUB 53 CONY. 1.7 1.2 P.O.C.-E FITTINGS LOSS (10X) •2 26 SHRUB 18 CONV. 1.2 1.7 C ELEVATION CHANGE (+/-) 15.6 27 SHRUB 23 CONY. 2.0 1.0 __.._.__..- TOTAL SYSTEM LOSSES: 48 28 SHRUB 25 CONY. 1.7 1.2 MIN. PSI TO OPERATE LAST HEAD: 30 29 SHRUB 12 CONY. 1.7 1.2 CITY REQUIRED RESIDUAL PRESSURE: 9 30 SHRUB 27 CONY. 1.8 1.1 GENERAL LEGEND: 31 SHRUB 33 CONY. 1.8 1.1 TOTAL PRESSURE REQUIRED: 87 32 SHRUB 22 CONY. 1.8 1.1 PRE-SET REGULATED PRESSURE (IF REQ'D): 67 33 SHRUB 58 CONV. 1.8 1.1 SYMBOLS DESCRIPTION MANUFACTURER REFERENCE (TOTAL PSI REQ'1D LESS W.M., PRESS REG. dRESIDUAL PSI) 341 SHRUB 56 CONY. 2.2 1 0.9 P.O.C. POINT OF CONNECTION ------- ------- OM 2" WATERMETER (PER CCWD) CCWD STD. 2 Maintenance Area Map MAX. TO1AL ® ELECTRICAL PEDESTAL W/ AUTO. STRONG BOX S9-24SS/120 STD'S 539/MOD do IRRIGATION LEGEND. GPM 59 CONY. 40 TIME CONTROLLER, DIGITAL TRUNK RADIO, AND ANTENNA CALSENSE ET1-40-DTR2, ANT-1 541/MOD V N ASSEMBLY AN FEBCO 825Y-BV STD. 517 MOD HIGHLAND AVENUE 2" BACKFLOW PREVENTIO ASSE BL D 517/ MOD Y NOZ. OPTIONS REFERENCE 2" WYE STRAINER WILKENS YSBR Crry SYMBOL ARC RAD SPACING DESCRIPTION PSI GPM FG BOD THIS SHEET DESCRIPTION OF REVISION DATE „��; E] 360° 15' 15' STANDARD 30 DEG. TRAJ. 30 3.70 RAINBIRD SAM 1812 15F - STD. 534 ® 2" PRESSURE REGULATOR WILKENS 500 SERIES STD. 519 IT CLA-VAL 136-01-ACSKL Z CITY O F RANCHO CUCAMONGA E3 180° 15' 15' STANDARD 30 DEC. TRAJ. 30 1.85 RAINBIRD SAM 1812 15H - STD. 534 1-11:r MASTER CONTROL VALVE ENERGIZED TO CLOSE STD. 516 A ® - DATA INDUSTRIAL 220P I v 90° 15' 15' STANDARD 30 DEG. TRAJ. 30 .93 RAINBIRD SAM 1812 15Q STD. 534 1-1/2" FLOW METER OBTAINED FROM CALSENSE ONLY STD. 516 m v 3600 12' 12' LOW GALLONAGE 30 DEG. 30 2.60 RAINBIRD SAM 1812 12F - STD. 534 --�- MAINLINE PVC PIPE, W IRRIGATION P LAN Z" do LARGER CLASS 315 STD. 526 > V 1800 12' 12' STANDARD 30 DEG. TRAJ. 30 1.25 RAINBIRD SAM 1812 15H PCS-125 STD. 534 MAINLINE PVC PIPE, 1-1/22" do SMALLER SCH 40 STD. 526 LARK DRIVE W Rochester Avenue 900 12' 12' STANDARD 30 DEG. TRAJ. 30 .60 RAINBIRD SAM 1812 15Q PCS-060 STD. 534 2" SERVICE LINE (FROM P.O.C. TO METER) (BY CCWD) CCWD STD. 2A U O 3600 10' 10' LOW GALLONAGE 30 DEG. 30 1.75 RAINBIRD SAM 1812 12F PCS-175 STD. 534 �'�� NON-PRESSURE SUPPLY LINES do SIZE SCH 40 STD. 526 Eastside P rkway (2x SLEEVED ) SCH SM. 527 i 180 10 10 LOW GALLOAE 3o DEG. 30 .90 RAINBIRD SAM 1812 12H PCS-090 SM. 534 G. 30 .40 RAINBIRD SAM 1812 12Q PCS-040 STD. 534 �� REMOTE S CONTROL VALVE I W/ PRESSURE REGULATOR RAINBIRD EFB�-PRS-B STD. 522 CU p _ , 90° ,o' ,o' LOW GALLONAGE 3 DE � � STA 56+50 TO HIGHLAND AVE. v - - 8 3600 8' 8' LOW GALLONAGE 30 DEG. 30 1.25 RAINBIRD SAM 1812 12F PCS-125 STD. 534 REMOTE CONTROL VALVE RAINBIRD EFB-CP STD. 522 Cr APPROVED BY: DATE: 010 CITY ENGINEER RCE: 24953 ■ 1800 8' 8' LOW GALLONAGE 30 DEG. 30 .60 RAINBIRD SAM 1812 12H PCS-060 STD. 534 4D QUICK COUPLING VALVE RAINBIRD 33 DLRC STD. 530 DESIGN PUN PREPARED BY: �/ RECOMMENDED 0 90° 8' 8' LOW GALLONAGE 30 DEG. 30 .30 RAINBIRD SAM 1812 12Q PCS-030 STD. 534 CONTROLLER SEQUENCE VICTORIA PARK LANE CSB \M48 �,,, CITY OF RANCHO CUCAMONGA ---- ------ @ 1800 6' 6' L A. 15 DEG TRAJ. 30 .30 RAINBIRD SAM 1812 10H PCS-030 STD. 534 GALLONS PER I --- - 10500 CMC CENTER DRIVE ® 90° 5' 5' L A. 15 DEG. TRAJ. 30 .20 RAINBIRD SAM 1812 10Q PCS-020 STD. 534 REMOTE CONTROL VALVE SIZE DRAWN RANCHO CUCAMONGA, CA 9» SHEET r CSB __4 _of 7 O 1 1350 8' 1 8' 1 LOW GALLONAGE 30 DEG. 30 T.40 RAINBIRD SAM 1812 12T PCS-040 STD. 534 HCHM/JD DATE U WN9 -0 1507-L 1� tItiM11 L w � ♦� ,yx ROCHESTER AVENUE 314— — - — - — J5 — -- - --- — �- SAWCUT Lij 1 5 4 2 4 4 5 4 1 0 z Q �c o GGo rn t L1 J 3 I M LO toLjj ofe " m — — — — — — — — -v' aco 0 0 oao 0 0°0 o OQo —o 0 0 0 Aw0 0 0 0 0 0 0 0 d E- M.O.C. - 4a - - - -T - E - a - v - - E V7 < < C) SII ' _ - - - - - - - - - - - - �-- j � Q 0 SAWCUT I 4 ---- - - - - - - - - - - - - - - - - - - - -.. - - - - - - - - -- - - - - - - - - - --- - - - - -- - - - - - - - - - -.- -.-- - - - - - - - U � Y > i t , ' Irl I I 38' I I I I 1 I I A Scale: 1"=20' B ROCHESTER AVENUE co W � > 5 4 4 5 2 4 1 Lv 0 co co W m + + _ Q M a < a V) e-a0;:0, "a"bo0;0;0;0- 0 ;0;-a 0 0 0 0 0 0 0 0 0 0 0 0 0� _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0 0 0 0 0 0 0 0°0° °o°o°o° o 0 0 0 0 0 0 0 0 0 0 0 0°0Ld U _ Q Y � Y Y I i I I 1 I I I I I 1 I I I I I i I B A CURVILINEAR SIDEWALKDATA Maintenance Area Map T.C.-� OF SET IDEWALK HIGHLAND AVENUE - — — � — — CITY - - — — — — — — — — — — — - DESCRIPTION OF REVISION DATE APPROVM. F STA OFFSET FROM T.C. ELEV. 33+08 8.5 0.17 Z W z CITY OF RANCHO CUCAMONGA 33+87.5 5.75 0.12 Q N 34+50 3 0.06 Z m LANDSCAPE PLAN 35+12.5 5.75' 0.12' PLANTING LEGEND.. 35+87.5 8.5' 0.17' ;. . . . LEGEND. •. PORTLAND CEMENT CONCRETE LARK DRIVE � w 36+62.5 5.75 0.12 Rochester Avenue BOTANICAL NAME COMMON NAME O.C. SPACING SIZE CTY. STD. 37+25 3' 0.06' 0000000 U -� BRACHYCHITON POPULNEUS BOTTLE TREE 2515 GAL 505 do 510 0 0 0 o COBBLESTONE HARDSCAPE 38+00 5.75 0.12 ' >- Eastside Parkwa 38+75 8.5 0.17 RHUS LANCER AFRICAN SUMAC 25' 15 GAL 507 CONSTRUCTION NOTES: VICTORIA PARK LANE TO STA 44 50 39+50 5.75' 0.12' V F IA TOYON 8 5 GAL 509 HETEROMELES ARBUTI OL U O 40+25 3 o.os � &— CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. 114 � APPROVED BY: DATE: o: 41+00 5.75' 0.12' a CISTUS PURPUREUS ORCHID ROCKROSE 4# 1 GAL 506 do 511 2CONSTRUCT COBBLESTONE HARDSCAPE PER CITY STD. 537/MOD THIS SHEET CITY ENGINEER RCE: 24953 41+75 8.5' 0.17' MtCMSTARMOS UVA-URSI 'PONT REYES' BEAR BERRY 10' 1 GAL 506 do 511 g—Z-- CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 42♦50 5.75' 0.12' DESIGN PLAN PREPARED BY: qECOMMENDED MYOPORUM PARVIFODUM 'PUrM CREEK' NCN 5' 1 GAL 506 do 511 W RIP P R CITY STD. 528 4 CONSTRUCT 6" WIDE PCC MO ST E 43+25 3 0.06 CSB G1iSEUS HOItftONfAUS NAWEE POM' N 5 506 do 511 _ VICTORIA PARK LANE CITY OF RANCHO CUCAMONGA CEANOYF�IS CN 8 GAL 1osoo cnnc CENTER DRNE ® 5�— INSTALL 1 1/2" SCH 40 ELECTRICAL CONDUIT, PULLROPE, ac PULL BOXES DRAWN RANCHO CUCAMONGA, CA 91730 SHEET CSB of 7 a acm iecE m36937 DRAwm HO. . . HM/JD Dm MEMEWs2—Os 7- B C ROCHESTER AVENUE 11u — 416 41 4 49— _— — — — W1 5 4 /---O<; //00-0 4 5 4 w N W to to 0 T + + + N_ o0 000 0 0 Dad — I o00 0� o o -- -- - -- - -- -- -- --- ---- - o o�0000ao oaroo�ooao moo ova / 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 -- _ fL■LJ1 i U J - - B C C Scale: 1"=20' D LIJ -, - _ ER__ AVENUE � _ �� S6 W 4 W 1 5 2 4 Q + 5 4 + + 4 SAWCUT AND — _ — t w REMOVE EXIST. V) Z — - cr, Q + 0LU060 00"0 o"3b"Q-v-� __.. _- � � I ' T — — 0 0 0 0 0 0 0 00°0°0 0°0 0 _ - --- Q `�'�' - a' �• E - - - z ^ 9-.ETE a"0.-7. o 8-o-a-o"a-a-o 0 0 TEE 0 0 0 0 0 0 0 0 0 0 0 0 _ o-0 0 0 0 0= o L D C CURVILINEAR SIDEWALK DATA .. Maintenance Area Map T.C. OFET IDEWALK HIGHLAND AVENUE Cffy STA OFFSET FROM T.C. ELEV. CHG. THIS SHEET DESCRIPTION OF REVISION DATE , 44+75 8.5' 0.17' 43+37.5 5.75' 0.12' Z N CITY OF RANCHO CUCAMONGA 46+00 3' 0.06' w Q 46+75 5.75' 0.12' m LANDSCAPE PLAN 47+50 8.5' 0.17' PLANTING LEGEND: LEGEND: 48+25 5.75' 0.12' LARK DRIVE � WRochesterAven49+00 3 0.06 BOTANICAL NAME COMMON NAME O.C. SPACING SIZE CITY STD. PORTLAND CEMENT CONCRETE ue 49+75 5.75' 0.12' ° ° o U 50+50 8.5' 0.17' + BRACHYCHITON POPULNEUS BOTTLE TREE 25' 15 GAL 505 & 510 °°°°°°° COBBLESTONE HARDSCAPE Eastside Pc rQ 51+25 5.75 0.12 — RHUS LANCEA AFRICAN SUMAC 25 15 GAL 507 = = o STA 44+50 TO STA 56+50 52+00 3# 0.06, HETEROMELES ARBUTIFOLIA TOYON 8' 5 GAL 509 CONSTRUCTION NOTES: U 52+75 5.75 0.12 APPROVED BY: DATE: 53+50 8.5' 0.17' a CISTUS PURPUREUS ORCHID ROCKROSE 4' 1 GAL 506 do 511 &— CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. 114 CITY ENGINEER RCE: 24953 54+25 5.75' 0.12' ARCTWWdS UVA— 'P YLOURSI OINT REYES' BEAR BERRY ,0' 1 GAL 506 & 5, 1 2� CONSTRUCT COBBLESTONE HARDSCAPE PER CITY STD. 537/MOD 55+00 3' 0.06' ��QQ BED610N PLAN PREPARED B • IlECQMMfNpEp 55+65 5.75' 0.,2' W MYOPORUM PAWFODUM 'PUTAH CREW NCN 5' 1 GAL 506 & 511 &�– CONSTRUCT 6" WIDE PCC MOW STRIP PER CITY STD. 528 VICTORIA PARK LANE CSB CITY OF RANCHO CUCAMONGA ® M40M GRISEUS WWALIS YANKEE POMdi' NCN 8' i 5 GAL i506 do 5111 & INSTALL 1 -1 /2" SCH 40 ELECTRICAL CONDUIT, PULLROPE, & PULL BOXES 10500 CMC CENTER DRIVE DRAWN RANCHO CUCAMONCk CA 91730 SHM CSB _� OF 7 ONECKM Rxx No 36937 wtA"G NO. H M/J D DAn tE No 92-09 1507—L D ROCHESTER AVENUE _ — 5/ 11 58 5S W LiJ 4 5 W SAWCUT AND CD 2 4 1 z REMOVE EXIST. o W o i > Q p°c cam°oo ° ocoo n °°° Z0 0 0 0 0 0 0 0 0 1 may — 4 Q Gr� r, 31 f � i � �\ ��Q ., � t� CQ - f+ J XERISCAPE ASSESSMENT SYSTEM SUMMARY LANDSCAPE (POINT VALUE) POINTS CLAIMED WATER CONSERVING PLANTS 20 TURF LIMrrED TO 25% OR LESS 20 PLANTS GROUPED BY WATERING NEED 10 Scale: 1"=20' HARDSCAPE 10 PERMEABLE PAVING LOW—WATER TURF VARIETIES MULCH PROVIDED IN NON—GROUND COVER AREAS 5 SOIL AMMENDMENTS TOTAL POINTS CLAIMED: 65 Maintenance Area Map- HIGHLAND AVENUE Crry THIS SHEET DESCRIPTION OF REVISION DATE ; z N CITY OF RANCHO CUCAMONGA CURVILINEAR SIDEWALK DATA PLANTING LEGEND: m IRRIGATION PLAN CN . LEGEND. d O� �G•� LARK DRIVE w Rochester Avenue FBRA ANICAL NAME COMMON NAME O.C. SPACING SIZE CITY STD. • •` PORTLAND CEMENT CONCRETE v T.C. 0a COBBLESTONE HARDSCAPE Eastside Pa r IbEWALK_ CHITON POPULNEUS BOTTLE TREE 25 15 GAL 505 do 510 0 0 0 �Vi W Q _ — HUS LANCER AFRICAN SUMAC 25 15 GAL 507 = o STA 56+50 TO HIGHLAND AVE. STA OFFSET FROM T.C. ELEV. CHG. MELES ARBUTWOLIA TOYON 8' 5 GAL 509 CONSTRUCTION NOTES: U 000 APPROVED BY: - DATE: — 56+68 JOIN EXISTING JOIN US PURPUREUS ORCHID ROCKROSE 4' 1 GAL 506 do 511 &— CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. 114 CITY ENGINEER RCE: 24953 57+34 3' 0.06' LOS WA—URSI 'POINT REYES' BEAR BERRY 10' 1 GAL 506 do 511 Q- CONSTRUCT COBBLESTONE HARDSCAPE PER CITY STD. 537/MOD58+00 5.75' 0.12' pARVIFODUM 'PUTAH CREEK' NCN 5' 1 GAL 506 do 511 Desi PWJ PREPARED e : Dm58+40 8.5' 0.17' 4 — CONSTRUCT 6" WIDE PCC MOW STRIP PER CITY STD. 528 VICTORIA PARK LANE CSB CITY OF RANCHO CUCAMONGA SEUS NORItOKkB 'You POMI' NCN 8' 5 GAL 506 & 511 5& INSTALL 1 -1/2" SCH 40 ELECTRICAL CONDUIT PULLROPE, & PULL BOXES ,ocoo CMC CENTER DAA , �� RANCHO CUCAMONGA, CA 91730 SHEET CSB _� of 7 CHECKED R•C•E• No 36937 MWNG NO. HM/JD DAN ..E . 92—os 7-