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HomeMy WebLinkAbout2000 �N THE CFTY OF RANCHO CUCAMONGA CHO COUNTY OF SAN BERNARDINO 0 GEMERAL NPOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO 0 CUCAMONGA STANDARDS AND THE STANDARDS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE STREET MPROVEMENT PLANS RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. 61lec-r wall"= .30 2 ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER CoAls (DUAAM-MES > METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE (D CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT 232,519 S.F. RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTS WORK IS TO BE DONE SHEET 211 ,21.5 @ CONSTRUCT 6" CURB & GUTTER FIER CITY STD. NO. 104 13,043 L.F. SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO im THE CITY OF RANCHO CUCAMONGA. awaymmmummom PER CITY STD. NO. 103 10,517 L.F. Q CONSTRUCT 4"' P.C.C. SIDEWALK (1,V=4' ............ T 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZED HIMSELF WITH CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. NO. 102 4 7 EA. 13ENCH MARK: �713RASS DISK IN CONCRETE HEADWALL THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES CONSTRUCT CROSS GUTTER PER ('/TY STD. NO. 106-A 9 EA. STAMPED "CITY OF RANCHO CUCAMONGA RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH 'k',ST-A.­--LUC-fA BM 10089 1987" AT SOUTHWEST CORNER FACILITIES ARE SHOWN ON THESE PLANS A' ALK (W=6 ) PER CITY STD. 103 & 114 2.703 L.F. OF SUMMIT AVENUE AND EAST AVENUE CONSTRUCT 4 P.C.C. MEANDERING� SIDEW FUTPMEI ELEVATION = 1507.031 FT ELEVATION = 459.343 M 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING A C CONSTRUCT 8" CURB & GUTTER RER CITY STD. NO. 104 6,235 L.F. r D DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO --- --- CONSTRUCT 4" P.C.C. SIDEWALK (4/=6") PER CITY STD. 103 5,3 78 L.F. CUCAMONGA EASEMENT OR RIGHT-OF-WAY. BASIS OF BEARING: -'S A N'TAAAA__...... k3 104 1,633 L.F. NORTH LINE OF SECTION 27 C) @) CONSTRUCT 8" CUR13 ONLY PER (,/TY STD. NO. KES 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STA SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF r." __H (W=8 ) PER CITY STD. NO. 103 & 104 1, 174 L.F. )_Q CONSTRUCT MEANDERING BIKE PA SUB-GRADE ELEVATION AND AT MOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING tt - ONto-5ow STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE CONSTRUCT MEDIAN TAPER PER C TY STD. NO. 104 & 108 3 EA� AN- �VICENTE­=C AREAS. ....... SAWCUT LINE 1,179 L.F. PROJECT PROPOSED 6. ALL SEWER, WATER ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR REMOVE EXISTING A.C. PAVEMENT 39,900 S.F. STE TRACT NO. ;K CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PA VING. WILSON A V SUMMIT 745 L.F. 14759-1 REMOVE EXISTING MEDIAN CURB 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING LUIS-, RE,Y"-,C..T__. r-----1,­­­,­­­,", 5 ARK S TE 125 L.F. ORIGINAL GROUND AN ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE Cl TY REMOVE EXISTING CURB & GUTTER OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL 7, 1 172 L.F. & REMOVE EXISTING A.C. BERM BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE 11-1 - 1'," < BANYAN ST MATERIALS ANDIOR SURFACING. 30 EA. I 'q 0 ADJUST MANHOLE TO GRADE ON-G----WAY 4� 71 EA. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ADJUST WATER VALVE TO GRADE ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY %)%- * A.C. BERM PER C TY STD. NO. 104 101 L.F. CONSTRUCT 8" HIGHLAND AV R t OIL CONTENT AND GRADATION OF ASPHALT PAVING. 2 EA. < REMOVE BARRICADE 9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO TH E Cb THE CITY ENGINEER. LISTING" ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: SIEVE @ INSTALL 5800 LUMEN H.P.S.V. STNEET LIGHT BY S.C.E. PAID FOR AND COORDINATED 6 7 EA. 5 ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. BY DEVELOPER �?Z INSTALL 9500 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND 23 EA. COORDINATED BY DEVELOPER 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TEST TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). J, CONSTRUCT 5"' A.C. PAVEMENT OVER 6"' A.B. PAVEMENT 282,462 S.F. 330 L.F. 'SOLEDAD--W 0 PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY INSTALL TWO (2) 6" SCHEDULE 4) PVC SLEEVES FOR IRRIGATION WHEN IMPROVEMENTS ARE TO BE ANYoN-R-D- AT A DEPTH OF 18 VICINITY MAP MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE /og sc N� ADJUST GAS VALVE TO GRADE 2 EA. ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE L FU 7 UNE ACT"N­6 GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. ----'i, <� - I I � N.T.S. _jj� 0 [1475 1 / � @ CONSTRUCT A.C. OVERLAY MINIMUM 0. 10, (SEE PLANS FOR LIMITS 4,222 S.F. X 12� IF THE ASPHALT' CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT OF OVERLAY). GRIND EXISTING PAIEMENT AS NECESSARY TO -HOP -R. REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C, SHALL BE UNIFORMLY APPLIED PROVIDE MINIMUM THICKNESS FOb OVERLAY. Zi i cni 2 EA. AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO ADJUST CLEAN OUT TO GRADE ct� INSTALL STREET NAME SIGN PER CITY STD. 40 1-A & 401-B 18 EA PA VING. Ep IL F? STREET TROEES -B 18 EA. OTES FO 13. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE -4 -ILC INSTALL STOP SIGN (Rl) PER C17Y STD. NO. 401 CO�WTRUCT70�4 P4 __pEL PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE lti PROVIDE PAVEMENT MARKING WORD "STOP"' WITH STOP BAR PER CITY 7 EA. 18. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE gy STD. DING. NO.133 (S.A.E.) CITY STANDARD PLAN NO. 5 10. DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE BANYAN I �`l STR E I ET @ INSTALL ONE 4" SCHEDULE 40 P SLEEVE FOR IRRIGATION 407 L.F. AKED ACCORDING 19. ALL STREET TREES SHALL BE PLANTED AND ST AT A DEPTH OF 12 OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE TO CITY STANDARD PLAN NOS. 502 AND 505, AS PROXIMITY TO 530 L.F. ....... -A HARDSCAPE DICTATES. RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF PROVIDE BARRICADE PER CITY ST). DWG. NO. 130 & 131 "" .10 �', """l," , WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED CONSTRUCT 1 112" A.C. OVERLAY 159 S.F. 20. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE C17Y cl- Z:: - ACE 669 L.F. CONSTRUCT CURB TRANSITION FROM 8" CURB FACE TO 6" CURB F OF WORK. INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES ---- -- MAY REQUIRE BACKFILL SOIL AMENDMENTS. AS DETERMINED BY CONTOUR GRADE PER PLAN I\ THE CITY INSPECTOR. HO CUCAMONGA STANDARD PLAN NUMBER 401-A 14. STREET SIGNS PER CITY OF RANC 84 EA� CONSTRUCT 16' DRIVEWAY PER CITY STD. DWG. NO. 101 W/ AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. 21 ALL STREET TREES ARE SUBJECT TO INSPECTION AND 9 EA. CONSTRUCT 12' DRIVEWAY PER CITY STD. DWG. NO. 101 ACCEPTANCE BY THE ENGINEERING DIVISION. of 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR CONSTRUCT CURB TRANSITION FR M 8 CURB FACE TO 0" CURB FACE 84 L.F. 22. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON ------ PLANS ONLY. INSTALL R26(S) SIGN ON PROPOITED STREET LIGHT POLE 13 EA. REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. PAINT 4" BROKEN YELLOW LINE RER STD. PLAN 133 485 L.F 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY PAINT 4" SOLID YELLOW LINE PEI? STD. PLAN 133 610 L.F SYM. QUANT17Y SIZE COMMON NAME REMARKS STATE, THROUGHOUTCONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE PAINT DOUBLE 4"' SOLID YELLOW LINE PER STD. PLAN 133 315 L.F. INSPECTOR. 3/1 INDEX MAP INSTALL W53 SIGN ON PROPOSE[ STREET LIGHT POLE 3 EA. 10:2 15 GAL CRAPE MYRTLE STANDARD SCALE: 1 =300' 0 MIN. 20' O.C. MIN 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION. 8 INSTALL W53 SIGN PER CITY STD, NO. 401-B 4 EA. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 3�HEFE7 M4D§F;f AYS,VKAIN MD TREIP� FOP, I EA. 15 GAL STANDARD &ADD KNEW INSTALL R2(25) SIGN AND LEGEND 77 HOLLY OAK RICT ATTENTION: JIM CLINE MD.62163 VR(_7_00'9-00cqo 15HE&T t(o 1 EA. MIN. 40' 0.C. MIN A. CUCAMONGA COUNTY WATER DIST SHEET 1 - TITLE SHEET INSTALL R26(S) SIGN PER CITY 37D. NO. 401-B 10440 ASHFORD STREET TELEPHONE: (909) 987-2591 SHEET 2 - SECTION SHEET INSTALL R26(B) SIGN ON PROPO ED STREET LIGHT POLE 1 EA. 15 GAL STANDARD RANCHO CUCAMONGA, CA 91730-0638 SHEET 3 - FIELDS PLACE STA, 1+00.00 TO 3+18.83 CONSTRUCT CURB UNDERDRAIN RER A.P.W.A STD. 151-1 1 EA. 1�Z7 MIN. AFRICAN SUMAC 20' 0.C. MIN B. SOUTHERN CALIFORNIA EDISON ATTENTION: DAVID QUEZADA "BANYAN STREET" STA. 61+07.60 TO 63+46.42 4,900 L.F. 7951 REDWOOD AVENUE TELEPHONE: (909) 352-6240 SHEET 4 - LAURELTREE DRIVE STA. 1+45. 10 TO 10+12.69 CONSTRUCT ROLLED CURB & GUTTER PER CITY STD. 105-A FONTANA, CA 92336 SHEET 5 EAGLEWOOD PLACE STA. 1+00.00 TO 5+00.00 INSTALL GUARD RAIL 166 L.F. SHEET 6 EAGLEWOOD PLACE STA. 5+00.00 TO 9+76.61 STKUT TAFE I_ASLF,& REMOVE EXISTING CROSS GUTTER 905 S.F. p ATTENTION: JESUS GARCIA SHEET 7 SANTA FE COURT STA. 1+00.00 TO 3+06.02 p 9ZE- qTy Z� A130 30 AlAt AFTAINING WALL AT BACK OF LOT 83 C. SOUTHERN CALIFORNIA GAS COMPANY DOVE WOOD DRIVE STA. 1+00.00 TO 6+83.69 SYM90L STPUET �OTAN V_A L NAME COMMON W 61 Kov/ MON( IN 5 7A L L 6 8 00 L t4lfe:Al R-5 V _57 TA,66 7' L 16 A/7' W1 7111 6 14 F_6' 5Y16'Z D rAfA r coa 5 6 6 5-.9 4 503 216 N. EUCLID AVENUE TELEPHONE. (800) 427-2200 RES. SHEET 7 NAME �AMF spAcF I I PO 6 E 13 Y S.C.6 FA 1,D P-OR A AW 600901*117-50 8 y 20 -rguEr Ti,�Ee &uA&,T17-y,, ONTARIO, CA 91762 TELEPHONE: (800) 427-2000 COMM. SHEET 8 SANTA YNEZ PLACE STA. 1+00.00 TO 7+00.00 - it - 0A1 ?_ �L kE vl,5 E 5 SHEET 9 SANTA YNEZ PLACE STA. 7+00.00 TO 13+82.93 BAMYAR ST LA6MTOEMIA CRAP E MYRTLE 0' 0.C-, 2q 5 Tlq(JC7- 3&-)*'1WA( 22V2""H ARC14 ClJLVERr.,' 06E cv7y sra .34-1 *"7'Y105 1v) L M Ap 51-1661-r Al(-IIW,8 U/e//V G. ADO rR�(Ir_7�_1011-1�� (o KWA HywD - C GA46 N076 NO- 0 2 13/3--55, 9 6 V1 6 6 5/-/6E T fit/d UX D. GENERAL TELEPHONE TELEPHONE: (800) 483-3000 SHEET 10 - "HICKOX LANE"" STA. 1+00.00 TO 5+86.99 mus KO&EF LA\/F0PR, I=og 8eoplmg- 585-A NORTH MOUNTAIN AVENUE GREENPINE COURT STA. 1+00.00 TO 6+01.20 INSTALL 4" SCHE-DOLE 10 PIPE1,JUE AND NECES54AY F-ITTIN&S. UPLAND, CA 91786 SHEET 11 - OAKLEAF WAY STA. 1+00.00 TO 9+43.39 C014STRUCT 4" CORG DRILL THP0UC*� Cd,913 ADD 12" CATM 13AIIN AND 4" DRAIN P)Ph� SHEET 12 - LITTLE OAK COURT STA, 1+03.20 TO 6+21.36 CITY E� METROPOLITAN WATER DISTRICT' ATTENTION: FRED ADAMI SHEET 13 - "WARDMAN BULLOCK ROAD" STA. 1+00.00 TO 11+00-00 12" X 12" AIDS 5QUAAE &r-2ATE AND 1Z" )( 12)1 ND5 C,*FCH WIN DESCRIPTION OF REVISION DA TE APPROVED 700 N. MORENO A VENUE TELEPHONE: (909) 593-7474 SHEET 14 - VARDMAN BULLOCK ROAD" STA. 11+00.00 TO 23+00.00 Om i5QUiVALENT PEA CITY 6TANDARD5 80LTtD DCYVNI CtA55 b L-OAD 14TED "i - LA VERNE, CA 91750 SHEET 15 - "YOUNGS CANYON ROAD" STA. 23+00.00 TO 27+60.72 q?9-w P16� CrTf OF FMf4CHO CUCAAv40dV0A7 SHEET 16 "BANYAN STREET" STA. 17+50.00 TO 24+00.00 (�A) CorJ51CRUCT Z)RIVEWAY PER ,' 11-Y 5TA DVL16, NO, 10 1"' (TV P�E W I D T 11, SHEET 17 "BANYAN STREET" STA. 24+00.00 TO 31+00-00 PE9, PLAAJ) R Pr-_R P�-AAJ ), SHEET 18 "BANYAN STREET" STA. 31+00.00 TO 42+00.00 SHEET 19 "'BANYAN STREET" STA. 42+00.00 TO 51+00.00 -RACTORS Nk bUrLF FER, 01N 5T. W6. r -i Co�STku(_T C(JRP,9��F STREET IMPROVEMENT PLAN P n- PIA TE TO COPair SHEET 20 - "BANYAN STREET" STA. 51+00.00 TO 61+07.60 (RO (NgALL 3TIZEE_FTR�EY ?Fk� NT) TABtf-- �E S FA TRACT 14759 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR SHEET 21 - "WILSON AVENUE" STA. 70+00.00 TO 79+32.28 STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES SHEET 22 - "WILSON AVENUE"' STA. 79+32.28 TO 92+00.00 NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITES OR 51-iffT 2-3 - ,WA,1'11".41,1,stxtrjcK Ro,4c) S7A. 0-�00.07 TO ,5TA. 8-f 00,00 & ADD MVEVVAV� FOR CnNTRn�_ AeZC�5' TITLE SHEET 4 CC I?OAD .90 To 7-121-70 IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE SMEET ?4 - SHEET 26 - "WILSON AVENUE" STA. 58+96.26 TO 70+00.0 RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO /A WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, SHEET 26 - SIGNING AND STRIPING PLAN - "FIELDS PLACE" AND "'BANYAN STREET" 4, Approved By DATE. 13\ 3 FES CITY ENGINE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED SHEET 27 SIGNAL & SAFETY LIGHTING PLAN - "WARDMAN BULLOCK ROAD"' AT "'WILSON AVENUE" BE THE CON TRA C TOR'S UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL SHEET 29 SIGNAL & SAFETY PLAN - VARDMAN BULLOCK ROAD'1"YOUNGS CANYON ROAD" R, DESIGNED BY. RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY SHEET 29 - TRAFFIC SIGNAL DETAILS RGIDK THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND c__ 0 1_4 COMPANIES. SERVICE ALERT (U.S.A.) PHONE 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO SHEET 90 - SIGNING AND STRIPING PLAN - "WILSON AVENUE" _A(E NOTICE TO CONTRA C=R: <=3 a 48 HOURS BEFORE YOU DIG ND� C054703 DRAWN BY: EET DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE SHEET 31 - SIGNING AND STRIPING PLAN - "WARDMAN BULLOCK ROAD" IFY PROJECT SITE CONTRACTOR SHALL INSPECT AND VER EXP. 12/31/05 VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY SHEET 32 - SIGNING AND STRIPING PLAN - VARDMAN BULLOCK ROAD"' & "BANYAN STREET" CALL CONDITIONS INCLLDING LOCATION AND ELEVATIONS OF os 937 SOUTH VIA LA TA OFaj IDENTIFICATION NUMBER ISSUED BY U.S.A. SHEET 3.3 - SIGNING AND STRIPING PLAN - "BANYAN STREET" UNDERGROUND SERVICE ALERT ALL EXISTING IMPROVEMENTS AND SHALL REPORT ALL SUITE 500 $1 CHECKED BY. COLTON, CA 92324 DRAWING NO. SHEET 34- - SIGNING AND STRIPING PLAN - "BANYAN STREET" & "SUMMIT DIAGONAL DISCREPANCIES To THE ENGINEER PRIOR TO -0101 F -01 1 -800-422-4133 JRW PH. (909) 783 AX (909) 783 08 CONSTRUCTION. F/omza�-rkfll rl T 0 147519 1 PROJECT SHEET NO. _L OF ......... ... IN TFE CrrY OF RANCHO CLICAMONGA TRACT NO. 14759-1 STREET IMPROVEMENT PLANS SOUTH NORTH OR OR WEST EAST R/W R/W 36'R.O.W. 12' 0.5' *0. 0.5' 2% MIN. 2X 1.7% 2% 2X MIN. 2:1 MAX. 2:1 MAX. 2 AGG. BASE A.C. PVMT. 2 3 CURB CURB SIDEWALK -0.47 FL -0.47 FL SIDEWALK NORTH LINE UNE SOUTH PL SOUTH CURB & 6' CURB & R/W R/W NORTH R/W GUTTER GUTTER (SEE BELOW FOR SECTION 15' 56' R.O.W. LANSEDSCAPMENTE R/W ADJACENT TO PARK) EA 0.5'-- 6' 8.5' m. WIDTH VARIES 6.5L .5 TYPICAL SECTION: LOCAL STR Ic ,*0.0 0.5'-- i 4 -%C -4L�- .5' LOT NO. 93 N.T.S. fs- -8 0 r 0.0 -0. 1 1.7% 2X 2X MIN. LOT 0. 1 'f 1 1. .-- :�_1.7 Xlr 2X TI 5.0 R/W 2X MIN. 2% MIN. ........ ..... 3:1 MAX. 3:1 MAX. 3:1 MAX. .......... 2:1 AGG. BASE A-C. PVMT. 2 AGG. BASE SIDEWALK �6,12' IDEWALK C-0.42 FL 0.42 FIL CURB & -0.54 FL -0.54 FL 2 GUTTER 0.5, 4X< 0.5ROLLED CURB & ROLLED CURB & 4- 1 GUTTER GUTTER GUTTER 2% 2%- MIN. BANYAN STREET STA, 23+26.65 TO STA. 43+15,10 BANYAN STREET STA, 61+75.62 TO SIX 63+02.19 2 2:1 MAX. N.T.S. N.T.S. SIDEWALK < TI 8.0 TI = 8.0 6" CURB GUTTER SIDEWALK SECTION: LOCAL STREET ADJACENT TO PAR R/W It NORTH SECTION LINE -i!i't 15' - R/W LOTI 'IEI' PL NORTH SOUTH PL EAST EA DERING SIDEWALK EQUESTRIAN WEST 102' R.O-W & C. LANDSCAPE R/W EQUESTRIAN LANDSCAPE PL R/W TRA) R/W PL -22' 27'- TRAIL 1 'Vc EASEMENT EASEMENT LOT *A* & 102' R.O.W. FUTURE -t0-55 TC 7 C).55 BIKE PATH J. - 20' fs "c OPESI 8' r0J"M WIDTH VARIES WIDTH VARIES Ic 5- 20' 32' 32' 7% .2% 0.5'-- fs *0.19 IES 6' MLN IG -0 5' _-1-2' 13' L LOT _7 �2: 0'0 -T' '7 -0 3-1 7 rc 3-1 29 MIN. 2X MIN. 2% -L-74- 4,9 C T - .04 7 J.7% 2X 3:1 MAX. E 3:1 MAX 3:1 3. 'EX. CURB EX A.C. PVMT. 10 7 A.C. PVMI. 7 -0.75 FL MEANDERING CONCRETE 8* CURB 7 O��AGG. BASE A.C. PVMT. BIKE PATH SIDE IJ( -0.47 FL -0.47 FL GUTTER IDC CURB EX. CURB 8" CURB & 8" CURB t -0.71 FL -0.71 FL & GUTTER GUTTER GUTTER GUTTER 8" CURB & GUTTER BANYAN STREET STA, 43+15.10 TO STA. 57+01.44 WARDMAN BULLOCK ROAD AN N.T.S. YOUNGS CANYON ROAD WILSON AVENUE TI = 8.o N.T.S. EAST 0 M BULLOCK ROAD N.T.S. TI 8.0 TI = 9.0 E a ul CONSTRUC110N NOTES .0 CONSTRUCT 3" A.C. PAVEMENT OVER 4m A.B. PAVEMENT CL 20 CONSTRUCT 6" CURB & GUTTER PER CITY STD. NO. 104 CONSTRUCT 4" P.C.C. SIDEWALK (W=4') PER CITY STD. NO. 103 O CONSTRUCT 8" CURB & GUTTER PER CITY STD. NO. 104 CONSTRUCT 4" P.C.C. SIDEWALK (W=6*) PER CITY STD. 103 T . NO. 104 NORTH SOUTH P/L ID CONSTRUCT 8" CURB ONLY PER CITY S R/W R/W R/W Ln IY STD. NO. 103 & 104 102' (R.o.w. o @ CONSTRUCT MEANDERING BIKE PATH (W=B') PER CIT' PL NORTH SOUTH PL SECTION LINE 38' 33' 3 u R/W EQUESTRIAN R 2- i - 18, 15' VARIER CONSTRUCT ROLLED CURB & GUTTER PER CITY STD. NO. 105-A 01 LANDSCAPE TRAIL LANDSCAPE FUTURE IMPROVEMENTS PROPOSED IMPROVEMENTS 24* -16r--25' ;f EASEMENT 71' !.O.W. EASEMENT 1. EXISTING 0 WIDTH VARIES 12 WIDTH VARIES ---32'--.._.__ -32' 14' 12f 00 - 1 - if) -/ 7- 71 'TC BIKE PATH GROUND 0.5*- *0 la (),5,5 EQUESTRIAN C% fs- +0-55 Tc + a. 4' MIN En 10 )lc !!� -016 4- TRAIL 2X- 1.7% 1 239 b 2.5' Ml c: 2X MON. w 1. 2X MIN. 12 Fs 2:1 a- -279 -�0�- 1.7% I _.27- 3:1 MAX. 7 AGG. BASE 3:1 MAX 2 PRO 2:1 m A.C. PVMT. n7 10 4 -6 a SIDEWALK a CURB 9 URB 9 A.C. PVMT. fix_ EQUESTRIAN SIDEWALK PROP. EARTHEN U GUTTER Ly 8' CURB & -0.54 FL -0.54 FL t TRAP CHANNEL -0.83 FL 1 -0.83 FL TRAIL 6' CURB & C/7Y GUTTER 8" CURB & 8- CURB &-I \-MEANDERING CONCRETE GUTTER DESCRIPTION OF REVISION I DATE APPROVED o GUTTER GUTTER BIKE PATH 'D BANYAN STREET STA, 58+43.78 TO STA. 60+41.68 < N.T.S. Cf TY OF RANO =AA40NGA TI = 8.0 WILSON AVENUE WEST OF WARMAN BULLOCK R SECTION A-A N.T.S. 'n?ICAL SECTION - BANYAN S7. OFFSITE STREET IMPROVEMENT PLANS E TI 9.0 N.T.S. TRACT 14759-1 V) SECTION SHEET Approved By 1 DATE. CITY ENGINEER RCE N6. 24953 0 R. VjNJ� DESIGNED BY. RECOMMENDED. 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PAVEMENT �'�, 0 r - CffY OF IMNCWO CVCAMO&UA 731 CONSTRUCT 6" CURB AND GUTTER PER CITY STD. NO. 104 < 0 T) 1) C)I 9 CONSTRUCT 4" P.C.C. SIDEWALK (W=4') PER CITY STD. NO. 103 CURVE DATA STHU: [ ' IMPROVEMENT PLANS -, s_ .)I INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR () DELTAMEARM RADRJS LEWDIST. TANOENT - TREE LEGEND @ TRACT 14759-1 _Z�I QUANTITY 0 . 90,00,00" 2 7.00' 42.41' 2 7.00' 3 Sym. SIZE BOTANICAL NAME REMARKS DET / SHE INSTALL TWO (2) 6- SCHEDULE 40 PVC SLEEVES FOR IRRIGATION 90'37'09" 35.00 55.36' 35.38' -_ o THIS SHEET (�� @ 2 AT A DEPTH OF 18" FIELDS PLACE AND BANYAN STF?Ef= I ;: LAGERSTROEMIA INDICA 89*23'30" 35.00 54.60' 34.63' (_) 15 GAL STANDARD @ oD 10 CRAPE MYRTLE A,C / SHE L-23 . in 0 MIN. 'MUSKOGEE' INSTALL STOP SIGN (Rl) PER CITY STD. NO. 401-B 88*0 1'21" 2 7.00' 41.48' 26.08' LO 20' 0.C. 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OO r- r` r- -(� » _..,.. _ .,_ .--r. .,--. ,_ �_._.,,,..._._:-._ ,4, ° m C Q 'z I -I N N N N ;.., ,.�......�.,,.�,�.�...we..�-.O. ., -.,..,...,�......,,,.t.- f - --.�.��.�.--.;.�-A--,.•.�.....w.�:«...,.�., ...,,�.r,.....�...;. _....,, . -n m Z o E � � (al (.N (N 1111.. o,.w.�..� ... N 2 Z t 2 O 2 N a % (n � t i D ,\`/ o (o 0 > O ISI I r 1 O r D 1 E2 -- O Q 1 & I I I v I � . � . . I A . � BENCH MARK: - , I ; � : % _. ., 1�1 . f - i . � � & ; � 1. � I I 1. . . I I I _k - I 11 I � - � ­ I I - - 1. ; . ­ I ­ I I - 4 � I . . � I . � � ,I . I I �, 1. I � I ; I I � � 4 1 " 1. � i � � , '. . . q I � I ; ! I I I I � I - I I I i I I I '� I I I � . . I � � ; � - . . � I I I : i c � z # . . I I I � I ; . . I I � - I � I - - . I I . � � � , ,z � I I . . I z l I ; ) 11 r 4 I � I i : I . � 4 1 � � I ; j I � I � . t ; , I ; � : i ! i I I ; I ; 1 � I - 2" 13RASS DISK IN CONCRETE HEADWALL - t I I I i i � I I i � I , i . � A I I � I I I ! � I I I I I I : i 4 I � � - � � I V I I .., ; ! . ,` . I "i I - . ? , . . . 1. . I , I � - 4 _ --1 �, ! 4 1� I , � � � _i A- 9 . ­ -1- 1. ­­ ­­ ­� '.1--�- ­I.. --1 _....- !__ - .1 11- 1�_ -1 11 - ­�­­ ­I ­11 _­ I I _. ... "..I ..­- .I �­­­ ,I.I.- � .. � _ .I --.I'-- t - - - . ­­ .- 1: 1.­.. - 4� - - i i-- I I-A-1� ­_, .. .1-1- ..11 - - . .. ­-1.)-1-�f-� ,� J.. 1- .A.11 I J. .- � �i _.. I , A___ -I � - I, -,,I I I�t 1-14_­! - 1_� I— 1. - --F - ­ I " I - I .1 1: 1.­.. ;- , I- . j � ! I . 1 . _f___ i - J- -.I. --- f - � 11 I . . � I f I �. � " - i - STAMPED "CITY OF RANCHO CUCAMONGA 13M I - , _� , - � _­i- � I t" I l -i.� .� ",4_.._1 - ! i � I 1�14_ _1 _--!-... �­_, � ­_ " � .9 - 4 ­-_1 -, _ ..__ 1i .. - - I. . , 10 � - I I f x - , - . - � I --- -, ,- 1-� -_ � - - - - ­ I I j - . - _ - I � . - 1- : 11 , - t I - I --- I J . - .1 ,_ - I I - I I I � -.1 - 4 . - I - � k I -. - . - , - I - - � . � . I . , I - . I - - 1 :. . . . .� . . , i 4 1 - " , - I ­­ , , I " - ,1-' ' - - . !_ I - - - I I . i . , -1 , . � � . 1 . I '_ -, I - . - 1.� I -- -�; I , . I ­ I I - I , , ­ , , - . . I - ... . � � . . ­ I 'll � - I _� ; I- - I '_ ­ __.. -. � - f- - .-�1'__l--.- _- - I .,­. --,t-- 10089 1987" AT SOUTHWEST CORNER OF �4 ­- __ I - ,�. ------:-.-,-- __: � .!_��:­.j _,:,�:.�___�:,_, ", " ­_ __:�. ­,­-­- __ :_ . - ­ .._­-1. .. I , ,- ­ . I t - . ­'. - ­ . 1. I . I I ,I . * � - i - , . : . ,i ­ .1 I.:- _4- __�_:_ .---L.-- I I I 11 I --- I I I I� 1. I - -1 � - ­ ---:,I ,:-:-,^-,_,(-,--r � -1 Al I � I - I- . I � � .1 I � I � - - .-,. I I 7-_. , 7 4 - - , ���� I I I , ! . .. - -- � �,- - I - I . .4. - 11- " ",, , -f, - . - ­ � I . . . - . . i 11 :- I � I I , , I . - , . , .... . .... . I- .71 --.. I i . ,- � . I . I - � ; I -, I- I I . � ; I . ­ ,� , , . , . I:-- 1i 1.i ,__.:; �' 'I L: _,�__- ­ ­-,_-�__ -I ,- ,1,-I-I--- - .t-I ,_-_t_i:_� �. . 4 �- - I, . x, . ) : � ­ : ,� . , I ., - I 1. I___ I � :_1_,__�.1_, .: , - 11 I 1'. 4_1 I I �t, .. I '..,�__-j - ,--: -,.:_ � - :�' - - t - .i . . , ': - - 'i ..; I . t SUMMIT AVENUE AND EAST AVENUE I - : - " , I I I t- 11 -- �� 11 11 � � - I - I "� . - -- . i, � : I : � - - 11 11, . - - I . - - ,. - . . I 11 �� k . . . --'�� . -, . � I - - , ­ i - A i I I " I , . _. . .. , I I .1 .- I ..---- .-T.____ .._1.1- - - � .-I..."_­_­i_��,____ ­ ­_ .., -Z-1 _q....... -r-- ­-�- ­-,�t-,- . , t 1. __..-­�_:�. - --, .. -... �­- I—— .-__-1 �:.J_ . -, ­., - , -_ 1-I, ., - .- 1--f- - -_____ . ____­­ _ . ... �� ..1.1 . -.1.�7."'A.-.1 - 1.4 ...!-,-- .� ­ ­ - ,-.1_.� � . ­ -1 - _1-11 1- __� -- ��� -_ I . - � . __+­ ... - I I -:"- - � 'i , " f ELEVATION = 1507.031 FT � , � 6 , � . . �- - - . I - � - , 1. � . � __ �. I 1. 11 ­ 11 7�T - I " ': _o � � . I_. � " I I -� I � I -1 i .1 - "I I - -_ - 64' -1 ---, 11 - I--,(---- - . 11 - __ ­_ - ­ ---+---7 1,.--- - I .% ! - , . - i. I �11 - . � . 4 - �� ­ _­ - 4 I .- . . 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(� 0 L.22.8 1__' N : -1 . i !� I - - + I _� + P, ECR I �1- 71.71 001 @ 02*49'00" 300.00' 14.75' 7.38' Go - I � 9. tf) A 3 + NZ 6+22.74 V%. I, ", I TC I - /-\ *� D ', V. a \ I I 0 7 08'03'25" 1259.00 177.04' 88.6 7' 1 4) ',;C- L-37AA I 1 8.5 5 "'c" __ 08.D/ 11 I .� I..- P-� Xj . 5 .4 t,6-- V- i 3 . . L.0; I @ 1 21-55'37" 403.77' 154.52' 78.22 1 .C11111 fs 1 .4j (n ____ 1', .1, I ; I - . j I . 3 - � - - _j I -- 09. n86 FS r I- Ec .- I -- - ___ j �7+00 09.zu --C two 8 -1 ! 4.'O .65' S� 0 T + A4 0 . I - - IR ib... 9 , 2 PL ___L -, ---I LA TC I N 6+00 TC - I N18-%"30xW- ' �I L 0. 5' � 9+76.61 EAGLEWOOO PLACE CIL I I "� (LAJJ .97 .- 7-11 "I' ll" t 16.36 ROP- C/L . 2 1 I_r . 'co 1 . FS 1 Wi 4j ; . I L:'44--)o + 6 f = 6.2 0 01 g� , 20. 8 14 �4 81.2 r 1-4 14 + co 9 *LA --A + (0 0 = _j , + + j - - fV I 'IN 1.4 , ca rz to ,1, I a i . -0 - L 2 ' 82-01 + -� (11 - 9 L', 36 OL 5.14' =1 ou: $A .IL 6- 4. L=60.98' as ,a u Q u co - '4 E L x L" " " 0 1�_, + 'u 0 + ij 0 10 .84 'Q �0 2 " " _-_4 m . -0 I _41K :01, N 6.70' i-3 Pz 46 0 36 o CONSTRUC110N NOTES .4 �g + a 6 :� V) 14 11 J_ 0) 12 2 CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT. 2 + 36 0 in 6 U) It �� 14 13 0 CONSTRUCT 6" CURB AND GUTTER PER CITY STD. NO. 104 . 11.f. 1NT- 1 CONSTRUCT 4" P.C.C. SIDEWALK (W=4') PER CITY STD. NO. 103 't 16 EAGLEWOOD PLACE C 9 (D 6+63.f OVE: Wool) DR. CIL 0 0 DESCRIPTION OF REVISION DATE CITY (14 . 1+00-00 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. NO. 102 1 JAPPROVED > 0 (714 , r_1 0 TTER PER CITY STD. NO. 106-A C" OF IMAIChV =AMOPMA - cy, !f' - 'D �0 (�) CONSTRUCT 4' P.C.C. SIDEWALK (W=6') PER CITY STD. 103 & 114 0 _. � _� - I I @ STF?Et= i IMPROVEMENT PLAN -C V, I I INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED _t�l @ 7RACT 14759-1 P BY DEVELOPER. u GRAPHIC SCALE P 40 0 20 40 80 INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-B EAGLEWOOD PLACE ;� I I I I EAGLE OD PLACE @ 0 I - 0D ������ I if) - . . 51 (0 " , = 40' 0 PROVIDE PAVEMENT MARKING WORD wSTOP" WITH STOP BAR PER CITY STD. Approved By : DA TE: d�L �r_ `1 - - _F DWG. NO. 133 (S.A.E.) 99, FES CITY ENGINEER,,&)-A,&W(Otll*a RCE NO. 24953 u P R. � ­� CONSTRUCT 16' DRIVEWAY PER CITY STD. DWG. NO. 101 ,_ <e, DESIGNED BY. RECOMMENDED: �'� & , I w = (y RG = CONSTRUCT 12' DRIVEWAY PER CITY STD. DWG. NO. 101 rn ,=.AEI*CASC= rW---- (�i @ ui rn IME"4 "qc3lb -" cx NO. C054703 ;10 DRAWN BY. - SHEEY1 �t C) EXP. 12/31/05 OD INSTALL W53 SIGN ON PROPOSED STREET LIGHT POLE Os 937 SOUTH VIA LATA 6 OF 33 LO @ - (D I SUITE 500 _5RAWING NO. "I c CHECKED BY. COLTON. CA 92J24 0 , I I JRW PH. (909) 783-0101 FAX (909) 783-0108 C;OL0040 I , * , ` - , I - � '_ ' J' I ' C I I , ­ , f ­ ; )i I I ( - �r - , I . * I I I I ; f J .3 I f , I I i _J I I t 11 t t I )" I I � I i I I I I -1 I j i I 4. I I P I I t I I I I - i , , I I ;�� ,I I I I 1 4- f . I I I I I i I ! , , I I j I ,_ I I I I I i � . I "-r f I I I j I I I . I I "' I I I I i I , - I I I I t * I I � - .� 4 , I I J - I , I - I I I t i I i I t i I . + I I _;_ I i I � 1 4- _r i t 11 4 il TdP E I I I t i I t- � J_ � 4 1 � I � I I I I I f I ­ I I I , I f I i .1 I I + I I 10 I I I I I ! t - �`""" '4 1 -I- t :1 00-2.3 ,, . , I I I , , _ I I i � -"� 1 1 1 * I I V I t I i I 1 4 1 I- i , 11 i I I I i - T I I (. I I I I i I I , , � I I i � I I 1 1� 4 ; - , � I I I I 4 : VIR I ,*,-�- Iim_ - I � � I I - , I ��l I I Et . f , i 1� t 4 I ur....j I I I I I - �8 1 1 ? i J I , I z . I I , * , i , '� I . . _ , I _ :�, t . _n - .,___ U_ I j I . 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PAVEMENT SEE: LEFT - 11 60' i f-L4 i I COURT 2 - - 1 30' 30'. _-, SANTA FE 51 124 is' 18'� . 14= 0 CONSTRUCT 6" CURB AND CUTTER PER CITY STD. NO. 104 30' 30. 45 OCR -1-1 I-L, ! . 18. 18 EC 13C�42 6, N 1� i 59 U A��RL791 EC IR ; CONSTRUCT 4" P.C.C. SIDEWALK (W=4) PER CITY STD. NO. 103 4+ - I I-N ) - L . 5+04.16 K N � 0 1 ECR �11.69 11 ro �._ + 1 2 qcR . . % I V), to - TC 1 , - CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. NO. 102 0 -37' 5.53' - 13 .53- I i 0 (A - .(95. L.47 Ej�, - : - + . . I . . . ) u --",- - . I .10.22 4�_2 - ;EE ROT ADJUST MANHOLE TO GRADE b -2, (3 40 - R IV _ - - 4. It 16.62 . --�l ..D c fz1vf- 3+06.02 SANTA FE CRT C/l 4.12 4 ' 0 -00 I t, D 3+5 1�.' 1XIS 0 i VE *W'. I . . n 11 4 IT\ m , NB - �0 IN ;4 2 . 2 @� . -41'44'W 6+ 1 57 - 40 2 41 @ ADJUST WATER VALVE TO GRADE Vo 6 N 9 R FL DO u u mi 510 , 39 � L %0 1 02C 'Ll ca m 0. WOOD FLA lio 39' 1 62 ;O�\ 16.59 , 179 53' 10.91 I*- - 2 't =23.2B- , 00 lu-1 P 00 ��PROP. C/L -�- --6+83.69 DOVE WOOD DR. C/L INT N, �n "i 42 \ _TC__ FS � - ­ -7C lll.� 11 M C14 1- - - � - al I + I I - i - - ____ ,- 1 + I -- in . P" BCR �6 114 C4 L=71.54' 0-. I Vaf.-" 60 � E:CR 1+401 19. ly.-- --- - - - I� . - 9+09.37 SANTA YNEZ CRT. CIL 47 1+45. 0-4 I L-13.41 * C 85 -- (�7 ) A V NA M/ . FL 1956 - I I&S- \ - -_�6 1 -.T- - _/ 1�nb I L- .88':_I � 5 9 102.62' - . . . - 57 . 00 __7�_,/ -- \ 45.53' 1 �� T . i .,- ____ I- ____ . 3' ,0 N 89.00, b t r--%i 1 3 Op C/----,- - IV: 2 m I I � - . I D Ic . . 'F - ---, - � Ir 0; - - 48 - ___-----_____" - . m � I �� - i V ____ . m Cc . - BCR . \ A . Tc I N77 - . I ;;-- 1. 00 ! - I ' 9 - ,U + - + 6+38.69 I 6 2Z38 PROP. C/L I. . 2+ - 334. --- 9 .kA * I: %6 -i .- 20. i Z+uu 11 IVL *35'�2'W __�i .3+bO 13 .---A.- + I I.- . . 0 41 1 . 4n I - INT , 89 01' j - 10 1C . C) a cl 9 ECR - 30 FE CRT. - . se , G I I . I - I 9 vqlmrl , - , -.00 0 �NITPA �5_i�16. c� -, - - � I : I A..8 - 49 50 18' 18" �jCgW wl-- -,n , 1 12 19 , 1%�-- .- _. f- . - __ I � . , __g no . I 1%� ,+()O.O I k - JT4 - -_,. + 9.1A - �0 � vu� F I � -1 A ! I _��� 48 a6 __ __ 2 c 19 -1� 0 -F5_ 4 c . . � � � I ___ ; 4.5 _V D - pL. 48 'r- I TC .. ,FAT Nq Vw 7 w - u.m. -r SANTA MEZ COURT u L�ZY.7 #' n wl I %-j IR . - 56. 1 6, E 4 L. 101 SEE SHEET9 I * d: ag L-1-46' - -1� 6 J+99.12 DOW WOOD DR. CIL INT. N 1 +63. Go !, I 06 fo -1 6.Q6' I 0 __-, -1 i _+ . V13 = 1+00.00 SANTA FE CRT C/L � . N ;z ..: u hIr i 43 0 47 l.t 1 f< -+ Lu N L= . CV _. 2 . � A- 8CR ;t En 0 N * co 0 36 Tc @ N w � IOU: + �) A - 0 GRAPHIC SCALE I 4j 4i 44 \ 46 40 0 20 40 80 � . 45 12 -:1 * I I I I I 1 30' . rnm?7%mrnmmwme7777%m=mwwmmm0 49 I @ cr 1 7 " = 40' L a � 1 2 W I 0!I le I .S % I I A �l ol DOVE WOW DRIVE _ \ Cc . :3. SEE RIGHT . a-, if F DOVE OD DRIVE - 6 - El . co e cA . ,It C) :� SANTA FE COURT � INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED C) @ CITY CA GRAPHIC SCALE BY DEVELOPER. DESCRIPTION OF REVISION DATE :�_ 40 0 20 40 80 I I APPROVED rlj I I I I I 11 iiiiiiiiiiiiiii� �illillillillillillilliilililll= I INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-8 r- rm%m�� illillillillillllllllIIIIIIIIIIIIIII�; - - @ C)- I " = 40' C" OF RANCHV =AMOWA cl, INSTALL STOP SIGN (Rl) PER CITY STD. NO. 401-8 3. @ - 10 CURVE DATA C)I (�� PROVIDE PAVEMENT MARKING WORD "STOP" WITH STOP BAR PER CITY STD. S I HLt: I IMPROVEMENT PLAN - DE-TAMEMM RADW UR41DW. TAN00ff DWG. NO. 133 (S.A.E.) _c En I CURVE/LINE DATA I 1 88*09'42" 2 7.00' 41.55' 26-15' 1 1�I 0 1 DELTAMEAW," PAC" U90DW. TANOEW 9 - 13*31'34" 300.00' 70.82' 35.58' - q6) CONSTRUCT 16' DRIVEWAY PER CITY STD. DWG. NO. 101 7RACT 14759-1 -S , P (A) 1 90-11'49- 2700' 42.50' 2709' 84*49'43" 2 7.00' 39.9 7' 24.6 7' @ CONSTRUCT 12' DRIVEWAY PER CITY STD. DWG. NO. 101 7PEE LEGEND SANTA FE COURT AND DOVE WOOD DRIVE ::� I 0 13*00'01" 318.00' 72.15' 36.23' QUANTITY 00 @ 90'1 1'49" 2 7.00' 42.50' 2709' INSTALL W53 SIGN PER CITY STD. NO. 401-8 Sym. SIZE BOTANICAL NAME REMARKS DEE / SHE in @ THIS SHEET I . . to @ 14*1 7'56" 11 2.00' 2 7.95' 14.05' Approved By .- . DATE: ,� - S - - 8 88-09'42" 2 7.00' 41.55' 26.15' LAGERSTROEMIA INDICA FES CITY ENGINEER ,f ),t&WA a,tiaj RCE NO.' u N14*25'56"W 57.52' 15 GAL STANDARD _-A - 24953 P 9 I 1 1*41'51" 318.00' 64.92' 32.5 7' 0 15 MIN. 'MUSKOGEE' CRAPE MYRTLE 20' 0.C. MIN A,C / SHT. L-23 N)R N� R. - V �� 209'58'23" 38.00' 139.26' 141.95' on I <ell DESIGNED BY. RECOMMENDED: t - $ @ 90-00,0 2 7.00' 42.41' 2 7.00' - - 4_� RG, DK §� = � CF) . N15-32'27-E - 57.52 - IJ :-'_AEleCASC_ ," �) i 0 1314'28" 282.00' 65.17' 32.73' 15 GAL STANDARD L I � = 0 QUERCUS ILEX HOLLY OAK A,C -23 La m W--= "4=36 a I " 11 I MIN. 40' 0.C. MIN cy- NO. C054703 m DR4WN By.- q_-_� SHEE111 'IT @ 1 16'43'33- 11 2.00' 32.70' 16.46 - (@ C) . @ 95*1 O'l 7" 2 7.00' 44.85' 29.55' EXP. 12/31/05 00 OS VIA LATA 7 OF33 in 8 1 12-02'46- a 282.00' f 59.29' 1 29.75' 1 13-14'28" 1 30 -7-T _T 34.82' STANDARD . SUITE 500 m co _ 0 0.00 69.33' 15 GAL 1� 6 (2 38 MIN. RHUS LANCEA AFRICAN SUMAC 20' 0.C. MIN A,C / SHE L-23 CHECKED BY: COLTON, CA 92324 DRAWING NO. L I I i ] I I c JRW PH. (909) 783-0101 FAX (909) 783-0108 olz)06 I - _m"_ ,41 - I r I i - , � j I I i I � I . I I I t 1 4 +_ f t i f I I I f I__-_I I I I f I I I 1 4 ; 7 �_ * t � I I i f I i 11 i - %) I- I I I I 1 4 1 4 � I I -. , - I I 0 � - 1 --- 4. - . --- � N 1 _r 1 4 1 3 9 Li r] _� I id, I -1 - I � -1 � - f .1 , � I I I I I , I I I I I I t -, - �I I , , t t t I , I - I i I I I � I , --,-- --- - I t i f + I I I I jl !�� -1 __ � , , -_ i � t �,__; - ­ It - 4 i . 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' �, 4--- - - I I L -, _ , I _ _ t---.___- I" 40' -1 � � I—-_11---- j ---'_.__�-L - t L 4 � , , -.- ­ ---1�-- -1---'.-.i- L I ­ml__ I L' _ , '. ,_�t :. I v ct � -- - i , - i : , - � � i � , I ,��, - 4. 1, - � f __,_ �J___�_ . , - 14 . 4 , I � - -- I _ I ; f i . I I - I I .. . 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 CONSTRUCTION NOTES A / 5t �^ CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT * x . . 11�11%pyl, 0 >, � x A, /, .,�<�, CONSTRUCT 6" CURB & GUTTER PER CITY STD. NO. 104 9?&%S-% . .Oh 0 , I 1�r &_ r 0 1 c� ,a / I I . ll�_ 0 CONSTRUCT 4m P.C.C. SIDEWALK (W=4') PER CITY STD. NO. 103 1�-11::fcl"ply' / * 1p , CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 qv.zz,�� / 0 .q�T * - / 't I',- Ck, 0 L , Ifle.1p / CONSTRUCT CROSS GUTTER PER CITY STD. NO. 106-A ,�� 0 '5'?��OCA, . "I le) NTA YNEZ PLACE JP ok�l�t � A . 4 CONSTRUCT 4" P.C.C. SIDEWALK (W=6') PER CITY STD. NO. 103 ;lk Q6 I / @ �4�§ /. I, - k�b ;z I ct 9 @ I I I . 49 @ ADJUST WATER VALVE TO GRADE I / . I/ . 11 , INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED //.1 / 1�A . .1� @ BY DEVELOPER. / N �&N L- * . Ir lk. I // � 'I" + @ INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-B I �\ .^ LOT * D5 , /4 . 1.60 ,,�� ,�,%Ir - ,P I 1�� 0 x PA RK SrrE @ INSTALL STOP SIGN (RI) PER CITY STD. NO. 401-8 I , 4 V. - 00 - 1111 ll� 6+32.48 SANTA YNEZ PLACE C11L INT. 0 /I . lrx ell I � , I I I I *11-1 = 1+00.00 HICKOX LANE CIL 0 PROVIDE PAVEMENT MARKING WORD "STOP" WITH STOP BAR PER CITY STD. If4; . .., . . I '\111 k, 2 0 DWG. NO. 133 (S.A.E.) I .. Nl��i 9^4 A . * %��" - �^ - cl 2 - 0 CONSTRUCT 16' DRIVEWAY PER CITY STD. DWG. NO. 101 , *�, lb 11, 8 * & . a, 0 N , 2 6 91;l 11 tl� 01 N cs e> x " B -11.''!lllll,,Illl I_: N 0 .7 '___l Iftill''.. + .7 , W) "\ J.7A00 .. + Ln 268.1 O' 01.72 + "", ,___ C �� * &\ - Tc \ N _> �� \ 5 el;1L. I 1 04 1 � . X� .11ro- �1_1�_ D � _J� I fl \ I ) ;� m _-, - - -- __ _____ - -,___- -___ - ___ _____ -A"6 � __ -__ _.____- __ � ___- __ - ____ -__ --- - --- (f) �- --_ 93.70 0 17 99.0 01.72 01.69 L CURVE DATA I,-_ ���1111111_ ...� ��111111111111 4+00 TC 10 �8 !? 2 __`�� ) -Aj ____- 19 /,@ -- 5+00 NOO'18'16'F - 6+00 FS @Z, L&j . - i - - ___99.2 C) I DELTA/BE�� RADRJS LEK/DUr. TANGBfr 3 - r__ 1 2 93.70 \�3.6 7 1 ---'f 268.1 O' 81 ' '�&061 98.62 00.82 - P z.V1 .- -- ------.- Tc- - I I 00 PROP. Cl 97 ..FL -� �- .. 5 F -, � ­2 _ - do 27.00 43.41' 28.02' . _q I - 1 - - - - - - - 11 Tc�.. _ , TC I .,;�� 0 92*0 7'2 7" . 01 �\ �� , � ..-x - - 1*1 ,;��, - --- � Lu - (�) 39*39'45" 282.00' 195.21' 101.70' 4 . G� I �D w -6 � �� / E I Lu La - C 39*39'45" 318.00' 220.13' 11 4.68' (O I r, - �_,, I I . - 8 22. 2' z (n - 36 u 46.6 1' 108.97' Fo- i _j - r< uj 'r � x D 39*39'45" 300.00' 20 7.6 7' 108.19, cy) * ll(�) . aim; - � N 0 N op. I ,�I 3 "* + m 00 Q __6 n _* rs: 5+87.48 !� I CITY 89*59'45** 2 7.00' to Eq! ll� F__ DESCRIPTION OF REVISION DATE 42.41' 2 7.00' W) -,,, I - DO.O� - K �0 APPROVED . I + + . 7�c 1 � N "CC I 00 36 * 1* ! ca + + z 90*00'15" 2 7.00' 42.41' 0' i 40 QD� 9 -..e- I . 1 59@ CUY OF RANCf 10 =AMQ%UA 75 74 �12- 60' 1 1 1 1 . - - � 36' 1 ; , I 0 . . I ST IMPROVEMENT PLAN I HICKOX LANE TRACT 14759-1 TREE LEGEND SEE SHEET 1 0 SANTA MEZ PLACE sym. QUANTITY SIZE BOTANICAL NAME REMARKS DET. / SHT. THIS SHEET LAGERSTROEMIA INDICA Approved By : . . . . DATE: -71,A�O 4- - GRAFM SCALE 0 15 GAL CRAPE MYRTLE STANDARD A,C / SHT. L-23 �OFES CITY ENGINEER_,Ztt,2A-�VCW O/ il,,� RCE NO' '24953 40 0 20 40 80 0 MIN. 'A4USKOGEE' 20' 0.C. MIN - I I I I � R. DESIGNED BY. RECOMMENDED: I <C I -.--. ____ _____ 0 -*- QUERCUS ILEX HOLLY OAK STANDARD A, � I � ?;v I " = 40' 9 15 GAL ui Y_ ri RG dw�AEl*CASQ_ 7 (@ MIN. 40' 0.C. MIN oe NO. C054703 ;V DRAWN BY. ww;%4cmn I , "4c3a S14EEV EXP. 12/31/05 Os 937 SOUTH VIA LATA OF 33 15 GAL STANDARD SUffE5OO I Q 0 MIN. RHUS LANCEA AFRICAN SUMAC 20' 0.C. MIN A, CHECKED BY. COLTON, CA 92324 DRAWING NO. L I I I I I I I e JRW PH. (909) 783-0101 FAX (909) 783-0108 O" 000 ' _"_'_- " c A* ' f ' "' * " �' �' I i I I 1 " 'a I I I I . . f � - " I - - I I �_--.I,----�,__ i I I i j I I I 11 I t i i- - f i '71 � k I , � 1 1 1 f s t I f I I j I I i I i � � I i i 1 4 1. 71 . I , I i f 1 4 1 t-- k 6tr it-1 1 4 1 1 4 I -!- F I - � I . I i i I I I. � I I I I ! � f I I A. , , I + t , , I -f- - I i L 4 -, I .! � I � I I . I - -1 I i 1 :4 1 � f I I + � 1 4 4 �i' i i t 4 I J I I i ­ � 11 1. . I - I I I L t I i 1 1 1 1 1 1 ; I f I A �l I I I f 11 -i 4 + f __ " ! - I I ) I i I 4 I I Al I i I � -1 I I . f 1 4 1 - " __ [-' i I 1 4 - I , - I - r I t 'r j rf I �- _- f - __ - 4 , - __- I ' _­ __ - - I I I f i i . 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PAVEMENT a_ 0 U-) 1;11 CONSTRUCT 6w CURB AND GUTTER PER CITY STD. NO. 104 In 0 . N 4 CONSTRUCT 4" P.C.C. SIDEWALK (W=4') PER CITY STD. NO. 103 SANTA YNEZ PLACE 14- 9 C) 0 CITY N 0 ACCESS RAMP PER CITY STD. NO. 102 ON I DATE [ APPROVED �� N �l T TTER PER CITY STD. DWG. NO. 106-A r___ 0 C" OF iRol'WCHO =AMIONGA C:7, (�D CONSTRUCT 4" P.C.C. SIDEWALK (W=6') PER CITY STD. 103 - _� _0 0) 0� @ ADJUST MANHOLE TO GRADE STREt i IMPROVEMEW PLAN - I- W I ADJUST WATER VALVE TO GRADE � @ _�� .�I @ INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED TREE LEGEND TRACT 14759-1 , BY DEVELOPER Sym. QUANTITY SIZE BOTANICAL NAME REMARKS DEE / SHE P THIS SHEET SAWA YNEZ PLACE ;� 0 00 INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-B LAGERSTROEMIA INDICA � tn @ 15 GAL STANDARD - to 0 0 MIN. 'MUSKOGEE' CRAPE MYRTLE E - Approved By : . . I DATE: 04( 1�1 INSTALL STOP SIGN (Rl) PER CITY STD. NO. 401-B 1 20' 0.C. MIN &12gL u Lge�cat oat4a _' S @ �?, FES CITY ENGINEER 4 RCE No. 24953 P PROVIDE PAVEMENT MARKING WORD "STOPm WITH STOP BAR PER CITY 15 GAL STANDARD 1114 -,�� R. DESIGNED BY: RECO44MENDED: :�_ 19 QUERCUS ILEX HOLLY OAK A,C / SE , ,- <^� z STD. DWG. NO.133 (S.A.E.) RG � & CURVE DATA (@ MIN. 40' 0.C. MIN =-AEI*CASC=- :- V) DELTA/BEAMM I RADWS I LERMW I TAWFENT Lj m IFE"4=m I i "q=m "I 't @ CONSTRUCT 16' DRlVEW4Y PER CITY STD. DWG. NO. 101 15 GAL STANDARD m NO. C054703 ;a DRAWN BY. SHEET 0 I . 90,00,00" 1 2 7.00' 1 42.41' 2 7.00' I 0 R i HUS LANCEA AFRICAN SUMAC A,C - EXP. 12/31/05 937 SOUTH VIA LATA I I I I � -, i � J I IL j I _� I f ( t i I � I I I I I i I t i I I j � i I IL I L __ I I I f t I f i I I I I t I i I- I I I I 1 5 4 I 5, I i ) i I I I f I �_ � .1 L I I I I L I I I i I I i I I .1 I , IL t i I 1 4 i ;�4, 1 1 1 t I _� Lk - I 1 4 - I - t 1'__� I " -, I I I/ I I I 'I _4 t- , - - .11 I 'I i I I _H I j i , _ I I I , - --i , �.,� I _'_ I i , _i_ I I t i !__�_ " - I - 4 I �_ - �'_ - w I __& i i I I - L';- , I 11 m0 i I i I . -11, "f - - ­­�.__L� i - -4"- � ,�_ I>i . I i ­ 11 936 *Let j - , � I I � I � � i � f 4 i ____ 11 i - -y i t t I i I ) I , I i I li A! � il-" i l V I ) 4- I I I I " I I I I . I 00 I 0 MIN. I 20' 0.C. MIN I Os -9 OF 33 LO I I I I SUITE 500 to - 1� 6 V C 0 CHECKED BY: COLTON, CA 92324 DRAWING NO. . V - 0 c . JRW PH. (909) 783-0101 FAX (909) 783-0108 (;)�60 . PROJECT SHEET NO - OF- . I : . . . I I I , . � . . j . � � � . I . I I - . 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CIL : 1-: m 42: 0!��,, V ( - ) Ttj 14. . 9 44mod 0 - - - 2-* m �.01-i . - I - ,/@ P- . - - I aj : - 11) L*-) 10.0/ - - 6+32.48 SANTA MEZ PLACE C/L ai t2 ". No �-a ��-J) I (7& I;m 9=5k . ===-4==z 11---j . a I - I I I � F-7 A . m i A-C', V U v �" -10 �\-A . V �\a v 'N u .. 86.20' m 110.28' 1* 111.00' 54.33 v L . + I- 0 GREENPINE COURT CA -�p 11� � "(s 7 1 '\ I j - ----L- I I- I � �- u- r-li," &-11 04 8 13 C�i ECR 100.05' 112.50' 1 . . I t (t --------41 4 ECR 0 �Q 00 -i m C6 -.?�R--"6' . 9 11 1.94' � . w 00 1� 00 1+45.00 1 I a I.: + 0 3 N. v f A w � � I 1+ . 1 + . , I L0 In m 0 a 00 ; a C14 * * i 4 kn O� �� C14 00 N I -j 1-i I + BC qg,Wo I - N � x g 70 1+N 1* 5+06.82 32 i 9 K n ad f 69 68 67 ,)/, N 65 , i _r K ao 9 - �6 11 ;i BCR . CR rL 0 in + + * 0 @ _: C.-M + + I � . I I & I , go�u \ ;t 74 73 * 72 It z 6 m rK Lu I 01 I 1301 I I + 71 11 6 6 oms - 11 & @ 0 1) � I 18' 1 18' 1 10' �� & �) i 71 a i 1 66 1 8 K I I 11 I I I I - HICKOX LANE � I Itil + 9 * . SANTA YNEZ PLACE + N SEE LEFT SEE SHEET 8 4+1Z00 HICKOX LANE Q/L INT. = 1+00.00 GREENPINE COURT CIL GREENPINE COURT . HICKOX LANE CURVE/LINE DATA 0 NEII-TAAFARY10 RADW URAX7. TAP#Ge,ff 0 90*00,15" 2 7.00' 42.41' 2 7.00' DESCRIPTION OF REVISION CITY CONSTRUC110N NOTES �b 89*59'45" 2 7.00' 42.41' 2 7.00' - I DA TE JAPPROVED 0 CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-8 Q I 89'59'45" 2 7.00' 42.41' 2 7.00' CffY OF IMAU-0 =AMOAGA @ 9 90*00'15" 2 7.00' 42.41' 2 7.00' Q CONSTRUCT 6" CURB & GUTTER PER CITY STD. NO. 104 @ INSTALL STOP SIGN (R1) PER CITY STD. NO. 401-B Z 15*00'04" 112.00' 29.32' 14.75' 9 CONSTRUCT 4" P.C.C. SIDEWALK (W=4') PER CITY STD. NO. 103 0 PROVIDE PAVEMENT MARKING WORD "STOP" WITH STOP BAR PER CITY T) I N14*41'48"W - 5 7.52' - si HEE I IMPROVEMENT PLAN 0 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. NO. 102 STD. DING. NO.133 (S.A.E) (O N 1 5'1 8'20"E - - 5 7.52' - TRACT 14759-1 & CONSTRUCT 16' DRIVEWAY PER CITY STD. DING. NO. 101 0 210'00'07" 38.00' 139.28' 141.81' 0 TTER PER CITY STD. NO. 106-A @ CONSTRUCT 12' DRIVEWAY PER CITY STD. DING. NO. 101 TREE LEGEND HICKOX LANE AND GREENPINE COURT @CONSTRUCT 4" P.C.C. SIDEWALK (W=6') PER CITY STD. 103 sym. QUANTITY SIZE BOTANICAL NAME REMARKS DET / SHE (�� INSTALL W53 SIGN PER CITY STD. NO. 401-B THIS SHEET I Approved By : 1 , . . DATE: &?" ,-e,s� I @ INSTALL R2 (25) SIGN AND LEGEND 1 5 GA L LAGERSTROEMIA INDICA STANDARD ( f @ 41 CRAPE MYRTLE A, 00F ES CITY ENGINEER SU,11� om- ,4�y RCE NO' 24953 @ ADJUST WATER VALVE TO GRADE 0 MIN. 'MUSKOGEE' 20' O.C. MIN 11� %Nj R.. V, DESIGNED BY. I - � RECOMMENDED: GRAPM SCALE @ REMOVE BARRICADE 0 15 GAL QUERCUS ILEX HOLLY OAK STANDARD A,C / SHE L-23 RD =-AE19CASC= -,�IPW� 40 0 20 40 so MIN. 40' O.C. MIN 6i m ELS"4c3b 1 1 1 1 1 1 INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED (@ . . w NO. 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NO. 102 3+6 -64 4 0 Ir. .=.-A 0. I I - OAKLEAF WAY 9+43.39 C/L I N . � . . at 1 5. 4 ''I , ,, - I ,_­', � 4.68 . � no -- 0 TTER PER CITY STD. NO. 106-A 2 -4 3 __ � _ _ FS /-Q 7+00 ; - - , LA . __-, op.I /1-1 .+0 - . � I Is CONSTRUCT 4" P.C.C. SIDEWALK (W=6*) PER CITY STD. 103 + 4 1 F - ___ ­_ PR F - 86.52 -, i 8400 -i., .- � el @ � .4� 1 - +� I ., -.y-2- . - I - - - - ---T-----. � -- - - - _­ - 92 �a . - . m. � - _­=_L=_� - -_-�_�21 L -134 L-'- � __�_-.:-,--- ---- --M __ -_____,� - _- -_ .Z��--�-��_Z�._ 1, - -__ I .__L � F � --- Ic TC . ,-r-U'T-- - -�� - -. --- AA - �__ -k " ab - __ 5 . I OA - . - Ak� -981�i . @ + - - - � --- I N - - ", - . 9 1 'S . _... .m:-773 0.1. le 1� � R � 236 19_A� @ ADJUST WATER VALVE TO GRADE as fc-- �:_ LA ­_ _ - . I 8 is L��9.6 I 9w INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR j Ae L---'- E3CR . 11 � . ­ I _ , _ I — - __ ax- Ili -_ ,_ 2 @ , __ L �­ Pcc ­_ __ 91 6 15 0 * 5 ___ AND COORDINATED BY DEVELOPER. , -,-- Ull 8 G Q , I "-___.. , I + L 7+88. - __ 'i 0 BCR N ui �l __ - 0 1 1 N 0 INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-B I ___ 40* 1 3 4m ci � + a ­__ - @ . 01 -,- � 'q 4 N - .- E) + -jol 10 95.90 �l I I_- *a-ia.53 m E ct N f INSTALL STOP SIGN (Rl) PER CITY STD. NO. 401-8 ,Irb 2 I � (ji @ - @ -A if (jd . I. �%. , N A ;4 V 4 � , . 2 a - 0 m-i SITE SEE SHEET 3 OF 10 OF PROVIDE PAVEMENT MARKING WORD "STOP" WITH STOP BAR PER L % �p . 1.9 77 iA I - +,,,, PA RK TRACT 14759-1 FOR PROPOSED 0 ) .1)k 5i '18 18' I Z5 I to OSED 6� 3 3+9 - 3 Ict . . STORM DRAIN IMPROVEMENTS CITY STD. DWG. NO. 133 (S.A.E.) e!f% .L U- P . V40. 1 LO-r * D* � -�*l P�o 4 % -.,f tk,v 71 V. C/L C. - 78 SANTA YNEZ PLACE . EC PROP S.D. & CONSTRUCT 16' DRIVEWAY PER CITY STD. DWG. NO. 101 ol'-\, -191 ".. - ,,.o2 SEE SHEET 8 YL SEVER ESMT & c_ TC "I - - 0_0 \\\ 0 119 1 'o.c) 1 2+ 1 IT. 2 @ CONSTRUCT 12' DRIVEWAY PER CITY STD. DWG. NO. 101 %) \ .�. 1 , Jk F 'j.-Y C @ INSTALL W53 SIGN PER CITY STD. NO. 401-8 - I .. . 3010 0,kK y A I � I 1, a . *+ -* SAN 4) .1 5 , -N,-V , ,,,ro3+ A 6 + -0 . . a I Cl . C4 E . . cy 79 0 CURVE/LINE DATA u � I k �D I . iN- . 0 . (D DELTAWEAW�G RADW LM/DUr. TANCIENT a- A 2 �) I .Z�P , % 4*44'20" 300.00' 129.53' 65.79' C) ri \ OD . - B 66 14*55'25" 1259.00' 32 7.9 3' 164.90' CN -* A . . i @ 14*13'28" 1259.00' 312.5 7' 15 7.09' CITY 't I 4% C) 0 1 . DESCRIPTION OF REVISION DATE C) 1, ,+ @ 86*25'28" 217.00' 40.73' 25.37' APPROVED " -\ a 1� - 0 .I Q 21'09'48" 318.00' 11 7.46' 59.41' c'4 '_� CUY OF R,,oQ`llCFlO =AA,*l0Nl13A r- . . 0 88-01'21" 2zoo, 41.48' 26.08' . x . \� - - m 1� G N2 It 1*1 3'50"W 1OZ58' -0 - H 21*1 7'1 1" 1277.00' 475.55' 237.37 S I HLL I IMPROVEMENT PLAN - -1 z @ 194-34'40" 38.00' 129.05' 29 7.09' U) �; TREE LEGEND Q 94*50'24" 2 7.00' 44.69' 29.38' TRACT 14759-1 - 1� �p; � Sym. QUANTITY SIZE BOTANICAL NAME REMARKS DET / SHE 0 1 9*53'56" 282.00' 97.94' 49.47' u THIS SHEET . OAKLEAF WAY P L 12*47'58" 1241.00' 277.23' 139.19' ;� LAGERSTROEMIA INDICA C) 15 GAL STANDARD . . 00 0 CRAPE MYRTLE M 0 - Approved By : . DATE: 7,e�F,gioff in lkkN 0 MIN. 'MUSKOGEE' 20' 0.C. MIN 5*06'38" 1241.00' 11 0.69' 55.38' . - to I 1� ,2 0 21734'03" 100.00' 37.64' 19.05' ll�99,13F IS CITY ENGINEER - /14- �jj6jY,&Z_ RCE No . 24953 u 15 GAL STANDARD @ N89*41'44"W - 23.48 - - C_ RECOMMENDED: �P 21 MIN. QUERCUS ILEX HOLLY OAK 40' 0.C. 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I- ­­ �I--__I-- I,----.-,---1 ---1. -. -,-,- -7 -__ll--­_..l__,_____, I- ---,-., __ 17 __ , - - + IS Or BEARING - NORTH LINE OF SECTION 27 --.111- - - - _____ ­­I-- -�� � . - i_- .111 - �� - ? 77 - -1 ­_­­___. � - I ' .1-11 - ,-- ,__­_,__ __ - - 77 -11 ­_­-- ----- , - m - - -_- ---;..P_,� ,�:-- -- -- - -.--.- ­­K- --__ -- -- :--,:,.----, -_ jx_ - ­­ - I,--- --- :=�,_,_ -- ­___7___ - 1-1::: -- __ � I __ ___ -11-1- I--,-,---" � �___,_ ,_,,_ " -, ____ -,-, ----,-,- I_­ --- -- - , 11 - - _____ � - �_= - - --- - . ­­ - - - - __- ,."- .;- I I t. 7: --- ---- - --- --'---: ­__ - __- ��Z, ,� -A - :=�,=::: - - �, -111 . - - - � - - I - - 1-4- e_--!____ -----4L--1 -,-:,--,.I- I-_,_� -. � , �el � .--- � -- I I I---- ---- -:_ ____ �l - --­ -1-1-� __.. -1-1- __ -4 -T�- . -- I - ?J. 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MIN A, . - 1 14 . 3-FLILP I a I . . . I . I . 0 15 GAL RHUS LANCEA AFRIa�N SUMAC STANDARD \, � I I . � �ll,��'ll''''���������������������I ,_ I f%j__ Q MIN. 20' 0.C. MIN ' 4 5 4 ,qw ��1111111,.., . 2 az:t- I I I I ___� 9) $) A 6- F i0om 01W ,? I 11 OAKLE /� 044jME, nR RACCES I ! ! � �, � R ,IF 81 82 1�z 1 61 WAY `��U� -Gs . / �0 79 6 680 - (,,I NP-rc 84 4- ECR I 30 0 N 36 11014b_�yolv -, 4L I 0 . __\ (O - EC - . 2+02-05 BCR ECR -)� __ ___��6t � jp' - I i c - �3 ZA K � _�? - I+J20 LITTL AK R__T-C Ec � I Irf *I BC Ec 62' L -PROP. C,4 - V! . I - BCR � 4 IN . . 10, ____ ..'s 1+9Z59 % VIA . 2 _� OWHIC SrALE 2 bb( li?O P+92.28 i. 1 5+26.97 40 0 20 40 80 _� . t e, 1 2 ,0, 1.3 1 100.52' /**'@ 29,94' � ,__ r,5 ' - I I I I I I TC � 104,0 - 5 .98 2 . - / - it - - - - - I IN - 40' - f 7- 0-T I . . - f 7 (1! (D . I- � h ( . 1 n q C A - t ___::�__ ( 9 G �� YOUNGS CANYON ROAD PROPOSED 2 (��._ . . - 41 , 17 , R/w 1478.0 rs I TC H 2+00 TC TC 3+00 N00*18'167f J 5+00 FC 91.52 too 3. li� 50' 12.9' 1 14.2' 12' .1 5�3 . - - __ Lf 976 %_ 17 1.70 . I i* (2) �ko . 8 83 1 - - __� TCIA,f OC /-10\ 719,75 i . I 518.10 TC j49 � 1 0.5 1 1478.13 / - 1\5�1 /_TC 9 P 2 '00 &2 1 19 90.41 /�;7\ ,91..52 , -f r-, m A 32' 18, �r_ Z_ - A ,E/ - - - - Icz, lc:c . 102 1 r I-- -, I - I . - - - -4 i I _ - ;;Z,4 1 - - TC /I A rc ,*_� (f) � . 8 . � 19-1m. I I'll I . - 6' LA_ 4P J, ( - ) N V Jll . E �� - �> - I - - - - �----I ev -4 V 4 .?01 -4� L") ( - A - ) N V( N-1 ev � 32, _�/­_ so, rc 11 -�_ \% I I � , I - I - f,.(I 1 93. �s �g �i/vv - __._ ,Cc L� .18 I A I I S/W I;k N. 32, . L,= 88.97' 90,79' TC A.C. . 0.5' �� cd 51 LITTLE OAK COURT �_ 189 N 85 8,9" � 15. 5 L-26.1 PAVEMENT - __ Act j,t \ EC N %.a �( 42. .2 . N 0% F� 1.0% FN , . Bc 4 ti, 0) 4. 2.0% . -.j IV . 1+97.59 V �� � r- 1 2.0% 2.0% ..- ____ -------� . w + . K . A RK t� cc s?, 66 - -", - I ---------�_ C . N 2 0) . 0 , 2 - - _,* SR � Bc Jf . __l,* 9 . + 2 4 � cw,s � . 1�p !�r 6+21.36 LITTLE OAK COURT C/L 57 DRIVEWAY AEfflOACH / � � 36 EIR-iVEWAY APPROACH 1 0 OA0 �_, (989 N1 88 87 1 86 6 0 84 1 -mv,1660 .6m5e-r me,ff wATious VF_l� A6- 111:�Uj,,�D 5'.7 PC, . :1 f� 90 . 6 685 i'l I& f/w I S9 I SECTION A -A . 2& RELOCATE DRIVEWAY FOR LOT 79-90 - 19-05 11 2f 46.37 UTTLE OAK COURT CIT INT. ALTERNATE FIRE ACCESS A If -1+00.00 OAK LEAF WAY CIL I REMOVE AND RELOCATE STREET TREES f,7-06 V_ I I . � ZL N. T. S I - �- � � I I � � Z�ADDED ALTERNATE FIRE ACCESS DETAIL 1 -26-06 f I �- 2 L11 / E OAK COURT A DESCRIPTION OF REVISION DA dry %C,.wf*%NSTRUkC".'"`lrl0N NOTES - � I I APPROVED E CONSTRUCT 6" REINFORCED CONCRETE ROADWAY PER STD. 100-A � to I -It V I G) CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT PROVIDE A COBBLESTONE FINISH PER STD. 542 CASE 1 CITY %0%F_ FMNCoHO CUCAMOMM I 0 1 it 21 INSTALL CHAIN ON BOLLARDS WITH FIRE DEPARTMENT LOCK ACROSS EMERGENCY DRIVE ACCESS /I Q! ! 11 I N 0 CONSTRUCT 6" CUR13 & GUTTER PER CITY ST0. NO. 104 CURVE/LINE DATA F TRACT BOUNDARY. 0 CONSTRUCT 4' P.C.C. SIDEWALK (W=4') PER CITY STD. NO. 103 () DELTAMEARING RADUS I LFzN.7FVF TANGENT PLACE 2-SIDED SIGN IN CENTER OF CHAIN STATING "EMERGENCY FIRE ACCESS ONLY" STREET IMPROVEMENT PLAN @ DJ 0 86#25'28" 2ZOO' 40.73' 25.37' F] INSTALL "NO PARKING FIRE LANE" SIGN TRACT 14759-1 a 15100'04" 112.00' 29.32' 14.75f 4 PAINT TOP OF CURB RED WITH 3" "FIRE LANE" PER RCFPD STD. 9-7 @ ADJUST WATER VALVE TO GRADE 010100 1 07" 38.00' 139.28' 141.81' P-M INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR C z . N - ACCESS ROADWAY CONSTRUCTION I LITTLE -OAK COURT � @ @ 94'50'24" ' 2ZOO' 44.69' 29.38' R AND COORDINATED BY DEVELOPER. E N15'18'20"E - 5752' UST NOT EXCEED 12Y. ; I Approved By : 6 I , , - DATE.:_� @ ADJUST CLEAN OUT TO GRADE (Z) N14'41'48"W - 5Z52' - I - CITY ENGINEER ljl�z��.14" - � ORAPHIC SCALE - - ::,* S.I? ,n% DESIGNED BY. �SC_ R100 ED: 40 INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-B N14o4l'48"E 57.52' THE ANGLE OF APPROACH AND DEPARTURE MUST NOT EXCEED 207. 0 11 4_� ONOMMUM Ino-or 0 20 40 so @ !11) 1-tt- 'A RG I I I - - z .V 0 -A I I m. NOO*18'16"E 4.46' 1 uj rn " I Lo lE=_" I#C33b SHEE-f IN = 40' Emmmod Z� & CONSTRUCT 16' DRIVEWAY PER CITY STD. DWG. NO. 101 ALL CONSTRUCTION AND INSTALLATION SHALL CONFORM TO RCFPD STANDARDS w NO. 65100 ;a DRAWN BY. - EXP. 9/30/07 . Os 937 SOUTH VLA LATA 12 OF 34 CONSTRUCT 'MODIFIED' CURB DRAIN OUTLET PER DETAIL ON SHEET 15 (S=6,-O,,) SUITE 500 1 0 n5 CONSTRUCT DRIVE APPROACH TYPE C PER CITY STD. 1 0 1 � CIVL CHECKED BY. COLTON, CA 92324 DRAWINC NO. I j 4k OF JRW PH. (909) 783-0101 FAX (909) 783-0108 A A.0 0 - . . . ck" ___ - - -1 . �_�1.7, 6�&_f f 7, I � t __ _,__ " - �J. 0- , - - . - I. � I , - I Iti-E__�__ . ,� __ -3 Al ___ , - - I I I -1 �_I_ I I -1 -I-- __ -, - - `�_ � I , __ -�� k- 1, l=_____4_ ­ -, - - - __ --- ;�z�a� ______ ,___A ___ `A ' I 1___ - I,--- - -yf____ _-, - 7-:__ tf'\' I-- -1 ----- . � - ,__ I I I I � - - A- -71- -]--- I I I I I - � __ I -___ - __ i - � , - �] I 'I -- - .- - ____- _�___ I I i -, I ­_ -41 In 11 - t______ _____________. ------ �5�, . -:---- 11 - ___ - - 4] 1 1 1 ; i - I I I ,_I_- I � -1- - --- - - - - - I � . -i t . I I I I . 11 I I - I . I I I - I � � - I � 1, I . � -4 __� I I I ). - � I I I � - I I I 11 I . I -1-1 . I - - �- I- -__ - -__ I --__- - � I I _1 - - �I I I - I I - 54.71 OC CURB RETURN 300.00' VC i Y j ; BENCH MARK: PVI STA = 3+5000 3 ! t ' 1 E 2 BRASS DISK IN CONCRETE HEADWALL t 11 T- °Y� id 4 4 PVI ELEV = 1540.45 ? s _ Q STAMPED CITY OF RANCHO CUCAMONGA BM t Df ; 9 w _. r _ .:: ....._ __. _._... �_ ... _ + !c, ,,_..- � _- - ._ -. - _. . _ _ - . ._ 10089 1987 AT SOUTHWEST CORNER OF h if Ri m - _ - SUMMIT AVENUE AN aQ E D EAST AVENUE CURB ELEVATION = 1507.031 FT - %J U) N - � ELEVATION = 459.343 M + PROPOSED TOP < N PROP SED TOP � g � ; # OF EAST CURB _ --• � a � , ( 8 S � OF ST CURB 1 $ BASIS OF BEARING NORTH LINE OF SECTION 27 1 9 I L ., _ !_ ..__ __. .i_._ _ O EAST RB -�- d_�.. z t t A r r �, t _ i .._ .fit - , N i O EAST CURB t : t + � i g W 1 ' L 466� . Egy i 1 i 8h 1 f ;\ 1 517.92 C 1 - �- Plq STA 3+50.00 t ,-- � �� �•- � � ` .PVI ELEV 1540.49 + g _ � r SUR ACE OC ► _., _ l f ♦ , f 3 z t a , I 9t , } : i , f : 3W. _4 4- - \ EAST CURBC/1- 0 v � � •� 1 517.88 L7 SURFA O Fol O o _ vs ` -T ul n �'� m EON � �, +00.00 TLMP. A "� I .}. � 4 4 t ' + -" �� t t t t o _ 4 _ / ��TIIYCi � r NW � ;1530.19 LT ROAD OPENING � j 2 f 1517.88 RT s , Q © W : O -: �, cuRe TRANS noN _ ,_ � ,� SURFAC O C s CF) -. � OF WE T CURB \ 74 ..� N . cu TRANSITION ,. : ,� .r -.,� _ � _.. � OWES CURB 4 - - i i \ t + "'� /4414 IIJt CF) + 'C6IR RETURN N v .r ^c� . /4 4 11141114 ^ ' 0 c �tz __. t. ._ .._ . t .,. _ e., _ \ N N N _ .j__..__ � .- -� 'i" _ ttvD . _ l - t ^� OF WES CURB ., i = URB RETURN �f � !n i ►7 ' r}j t t s m^ N .� .-. � ._ •� .*00.00 � -^ > of 9 _ OC z U a � '� ►� , - 17.92 C F- N t j SS t rto 14 f. III -..- / tra I i os � r ►,� ;c '6 1530.23 h , F r ♦ } f _ 3. . - O 14►EST Cil B W f ' +"� � ! t I J+H f � o N z O WEST s t►7 F + ! i OF WEST CUB ` s+oo ` PROFILE SCALES P1? STA 3 50.00 � � < .. .. .._ -. . _ �_.. ._ _: ,.._ � _. PN ELEV = i 40.45 w . i H - i -- VERT. 1 =4 : ! f f 1--t 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 Al 12 � EXIST. SUMMIT AVE R/W 7+02.19 WARDMAN BULLOCK AVE. C/L INT. �• T�t,.! 14759- 1 = 7+21.70 ACCESS RD. C/L WILSON AVE 4+34.58 WARDMAN BULLOCK RD. C/L INT. 1 EX. FIBER OPTICS CABLE 3+12.08 SAN ANGELO DRIVE C/L ' ,�4 8 N� SEE SHEET 2 EX. 8" SEWER TO BE REMOVED SECnON LIVE EX. 12- WATER 8 �\ \ + 15 ,'' EX. 11 i II EX. 66" so 20 + \\ \ 19 \\ 18 cd 17 16 6 OPTICS NE - I I , PROP. ENTRY \ � \ \ °+° g �' LS503.28, / Og�Z EX. FH I I I MONUMENT \ \ .t / FS O _ EET LIGHT EX. SD STRUC. \ \ EX. OWER P i 19 10.x•00 O9 6 O Ex. STREET LK;�Ir� TO BE REMOVED \ \ LOT B _ sc o EX. EDISON LIVE I � ; � 411.241 \ 8 EX. R/W EXISTING SINGLE ' ; ; \ J 900 HANDICAPPED J f -- ACCESS RAMP ( -- _ - ,� \ _ _- V' 19 19 3TC4 ��' 8+� _ D Cn Z Q Q 36.87\\ 31.08 �� 7+ - EX. C� EX• R� (-1 FZ Z Q 1 _ N00.15'00: 3 \� \ _4+ FS _5+00 N00'15'00E' FS 0 - 04 k Zj �' -- - 334. \ \ 144.78' BC i I 2s.0o S 15 � QLij \\ \ 8 FL \ � 5.5 \\ 34.82 TC i' 31.04 H 4 io EQUESTRIAN TRAIL G FL FL \ 4 8 CF C o SEE LANDSCAPE PLAN Ole N FOR DETAILS 56 �• [_� F N 5 L-538.6 1+00 WARDMAN BULLOCK - ` 4 •o \ i R E L 3 i 91.78 _ 6• Fu G = 80+00 WILSON AVE. C EX. - E \ i . g`L ECR R CR ECR BC I f I 1+74.65 R 0��/4 + -� ` �� \ 4+87.58 2 5+79.36 \ '00, / P I ►- 13 - / EX. 96" MWD I I EX. STRUC. �,�v ( \\ I I v0.0� \\ 10 � PIPE UNE I I TO BE EMOVED $ 1 � \ ^ I I 9 \\ ♦, f � ° I 1 I 1 i MoOP. EN � 2 � I � \ ( 85 I 84 g I 83 � � 71 /��� A � EX. GEIS� EQUESTRIAN IRATE `r BCR 86 \ �, 1 BCR SEE LANDSCAPE PLANS LIMIT OF EXISTING \ PROPOSED ACCESS RD. I \ WILSON AVE. FOR DETAILS AC PAVEMENT REMOVAL ; ' 18" ' ` FUTURE TRACT 14759 SEE SHEET 23 - TO BE r 1p SEE SHEET 21 Ex PowER POLE FUTURE REMOVED PER THIS SHEET FUTURE co TO BE REMOVED SAN ANGELO DRIVE ONCE BANYAN ST. IS COMPLETED SAN WCENTE COURT LEGEND DESCRIPTION OF REVISION DATE crrY APPROVED REMOVALMAN BULLOCK ROAD CM OF IMAHO �A CONSTRUCTION NOTES ' CURVE/LINE DATA STREET IMPROVEMENT PLANS V)I40 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. NO. 102 Q O ® INSTALL 9500 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED �TA/BEAF�C3 RADIl13 �.erUo r. Tyr WARDMAN BULLOCK ROAD < 5 CONSTRUCT CROSS GUTTER PER CITY STD. NO. 106-A A 89'33'45" 35.00' 54.71' 34.73' �+ ^^ O CONSTRUCT 4" P.C.C. MEANDERING SIDEWALK (W=6') PER CITY STD. 103 & 114 © CONSTRUCT 5R A.C. PAVEMENT OVER 6" A.B. PAVEMENT B 19 53'13' ]468.00' 509.53' 257.35' STA. 1+00.00 TO STA. 11+00.00 O7 CONSTRUCT 8" CURB & GUTTER PER CITY STD. NO. 104 ©4 INSTALL TWO (2) 6" SCHEDULE 40 PVC SLEEVES FOR IRRIGATION AT A DEPTH OF 18" C 19'53"13" 1500.00' 520.64' 262.96' - ® D ]3'46"07" 1532.00' Approved By DATE: 12 SAWCUT LINE INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-8 368.15 184.97 0 7 ® E 90'00'09" 35.00' 54.98' 35.00' QROf ESS/pN CITY ENGINEER RCE NO. 2495 i 13 REMOVE EXISTING A.C. PAVEMENT ©9 INSTALL STOP SIGN R1 PER CITY STD.401-8 �O N'4l� ( ) � Z R. V/ DESIGNED BY: RECOMMENDED: F 89759'51" 35.00' 54.98 35.00 ,`�, co 1p y GRAPHS SCALE 15 REMOVE EXISTING CURB AND GUTTER 31 INSTALL ONE 4" SCHEDULE 40 PVC SLEEVE FOR IRRIGATION ATA DEPTH OF 12" G 90 33'13" 35.00' 55.32' 35.34' � ti RG, DK =AE I• C= �E• �• 40 0 20 40 80 O 32 PROVIDE BARRICADE PER CITY STD. DWG. NO. 130 & 131-A CC NO. C054703 'm DRAWN BY: E N G� N E E Ft■ N G� SHEET 0 19 ADJUST WATER VALVE TO GRADE O H 03'15'30" 1532.00 87.12 43.57 EXP. 12/31/0 - 0S 937 SOUTH VIA LATA 13 OF 34 i 1 40 2 INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED 34 CONSTRUCT CURB TRANSITION FROM 8" CURB FACE TO 6" CURB FACE 1 02 54'13" 1532.00' 77.64' 38.83' SUITE 500 J} CHECKED BY: COLTON, CA 92324 DRAWING NO. BY DEVELOPER. 54 REMOVE EXISTING CROSS GUTTER £ JRW PH. (909) 783-0101 FAX (909) 783-0108 a i \ \ 500.00' PARTIAL VC BENCH MARK: EXIS17NG CROUN0 ± _ ► t f 6+ �"' - � PVI STA = 19+50.00 2" BRASS DISK IN CONCRETE HEADWALL m O EAST CURB PVI ELEV 1474.80 _ ___ :_.,.. ,_ _ -..f• STAMPED CITY OF RANCHO CUCAMONGA BM • 14871 LT , • 10089 1987* AT SOUTHWEST COROF NER t SUMMIT AVENUE AND T . _ EAS AVENUE ^ ELEVATION = 1507.031 FT T _ _ _ ELEVATION - 459.343 M OF EAST CURB ^ + CURB O EAST CU B _ .•. "- t r � -- ,, ... _. ,: _ ""`"f s + EASTt ; 4 7.37 T RB _ .�.. _. BASIS OF BEARING NORTH G 0TH LINE OF SECTION 27 j CURB RETURN CURB RETURN 4 W - i I IK Nim _.. S _ r]. Lu t tl # `t i 1 j ! or 1 .r h i `S, 3 ub ' ti, b► h r► �. /�- QP 7.15 C/L 8 # s ^ , h uS .f .r p h C }+ r .� 'e ! vh a► h h W^ "� r: . 8 } 1 A. ^ . ... ._._ �l1 .. , ++ C Ih + h jj ^ i + -��+•�oo bF EAST CURB i- _ � r j . �. ^ 497.37 LT \ �410­ 3 t �- PO�D N tA + y 8 1p ! vJ ! AST CURB V .... - i( ..,...- ..1 - SURFACE OCIL �- _ _ � _� .,, _ �, __ __ _ _ �._ m. .. -�.1,.�,� . - .�__ _ Z ^ CL PW STA 19+50.00 € m '' . ; i VI 1474.94 . < ►- ; - _ _ .. ,_ ,. __ _ WC ♦ aa� C�a, O7 � P ELEv , Y V 8 - _ ^ •� i i � t t i � ^ � +�- 1487.11 L T - t ^ n H ao U Q t } Os t a •f �� t p s] { i �` 1 i ^ 3 i _,_. ? - • , O ` ^ , '1 3 fj , T iif O WEST CURB , 04 I ^ h10 _ . h RT - { f ^ h h -+ +V�b 'n m g + h `r ' 811 Vl-� � . + .r �•�ro tih �h # � � w n ^ • ^ ti 497.41 C f c + t ►� �* CURB TRANSf TION - , SURFACE O C 8 � t f 'OF' WEST CURB �•� a� � a -. (6 �' cF) �I*SH � O C W { a ' I'JIRTf�IL FACE O C .: ___ �._'..� _- _ ^ v ,• a rn ^�� �` oo \ # PN STA = 19+50.00 . CURB RETURN CURB RETURN V) , g ' •� r-W •,r ,O� O !� - �•s � +�?.Ott ' ' � � �� Z ^ ,+ �•`i PVI REV ! 1474.80 w � •- "� � �i 7.15 C 4 4 i w ! rS O , { 1 , r } w O WEST L`URB Z cr F 4 4 7.3 7 R ^ © i � ... 9.19 _.. C.B. NO 6 OF WEST CURB - __ . - WOV IVUFLIIF WEST CURB _ = , O WEST CURB S # PROFILE SCALES _ w , i HORIZ.: 1 =4 � 1487.11 RT Li w VERT. l -4' 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 � 23+00 3 0 S NEST 3 t ECR 61�g134 12 9 " P` 6 S t S SV EE �O 05 g3. Ztn (V/-_ 14+68.12 WARDMAN BULLOCK RD. C/L INT. 21+34.87 WARDMAN BULLOCK RD. C INT. o BAN66 ` 1 , 9 1.42 (jl 10 4+51.12 PARK VIEW WAY C/L TRAcr 14 759-, = 21+34.87 YOUNGS CANYON RD. C/L o� SCR 33 2 = 61+07.60 BANYAN ST. C11 1' 4 16- w 9 8 9 ' Ar 2 4 F, O O "* 8 1 5 59 O 'B8 � S 0 � 1 O' Tc 7 o S 3 0 20+79.,�4 4 16tC 22k00 1c 0 6 5 0 4 19 N mac^ PRO . R/W I / 76,03 PR 1OP 510 7 No �► 21 t00 SC s114 43 '� ycr __- 40 C 9 � ti 6 LOT B L = 946.79' - 5 FO IMEN� M 21+a �RG J► 10 ORia+00 _ _ 3 4 FUTURE V 51_ 07 4 4 PARK SITE - - n 4 , 7 _ 14+� 94.61 - - �, N 19+00 cp _ 19 7 - - - - - 4 S� �Q L 15+00 _ 16+ +00 _ 18+00 _ 31 F�URE rRACGT 14759-2 \ 324 33. Bl TC - 00 17 2�84 / w \ \ \ lru �i 8 94FFLL• 93 93 Ol PROP. C/L n� 20+601 O 6 r� 38 16 / K 7 c/► C.S• N 332 22 4) 92.34 TC 0 s'9jL _ e PRpp R 4 I 5 - - 1 s C No w / 20+gp.2 60+53 84 , 1 NYAl- 2� \ EQUESTRIAN TRAIL g - • R/ A514 YOUNGS SEE LANDSCAPE PLANS // 9CR �� 4 6 C 4 8 PROP ' 42 ECR B FOR DETAILS ��� `_ 14+13 46 31 4 _ I ��� \ \ ` � 32 82 ECR L -576.97' � - CANYON I- S,q FU ECR I 1 66.44 c 921 15+22.61 RE LOT - + 8 CCI, N , iQE �� , . c 't 1 - - - 1), 9 0 66 T I o f < 0AS CT 4 2' 33' o g 10 EQUESTRIAN TRAIL INSTALL 2' CONDUIT FOR TRAMC � 22' 1 ' N \ ao 12 I SEE LANDSCAPE PLANS 2 o I SIGNAL INTERCONNECT AND ,{5 FUTURE TRACT 14 759 FU I BCR h 14 I 13 I^ FOR DETAILS PULL BOX'S 200' O/C (FROM TURF 15 FUTURE TRAcr 14759-3 ^ CONSTRUCTION NOTES WILSON TO SUMMIT) PARKVIEW WAY CITY 4O CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. NO. 102 DESCRIPTION OF REVISION DATE APPROVED � EQUESTRIAN TRAIL ���y� SEE LANDSCAPE PLANS 5 CONSTRUCT CROSS GUTTER PER CITY STD. DWG. NO. 106-A C �rIV � FOR DETAILS 6 CONSTRUCT MEANDERING SIDEWALK (W=6') PER CITY STD. NO. 103 & 114 MOAW6 MAN BULLOCK ROAD7 CONSTRUCT 8" CURB & GUTTER PER CITY STD. NO.104 19 ADJUST WATER VALVE TO GRADE STREET IMPROVEMENT PLANS V) CURVE DATA CURVE DATA Q INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED 8Y DEVELOPER WARDMAN BULLOCK ROAD/ ® INSTALL 9500 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER N DEL_TA/BEAFM RADIl1S LFNJDIST. TANCCE f DH-TA/BEAFM RADIUS LBS JMT• TANOEW © CONSTRUCT 5" A.C. PAVEMENT OVER 6" A.B. PAVEMENT YOUNGS CANYON RD 00 A 37 24 42 1468.00 958.54 497.06 H 11'5824" 1532.00 320.15 160.66 Q INSTALL TWO (2) 6" SCHEDULE 40 PVC SLEEVES FOR IRRIGATION AT A DEPTH OF 18" _ B J 87'59'13" 35.00' 53.75' 33.79' PP Y ' 92'04 28 35.00 56.25 36.29 Approved 8 DATE: J INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-8 pF ESS/ CITY ENGINEER RCE NO. 24953 C 92'09 53 35.00 56.30 36.35 87 50 38 35.00 53.66 33.71 Q �Nq 9 ALL STOP SIGN R1 PER CITY STD. 401-8 N �` D 04'11'08" 1468.00' 107.24' 53.65' K 21'18'01" 1532.00' 569.53' 288.09' © w ( ) w ;� w0 loti yc RG DK - „ � � R. V/ DESIGNED BY: liAEl*CAS RECOMMENDED: GRAPH/C SCALE E 06'18 26 1500.00 165.13 82.65 L 87 57 24 35.DO 53.73 33. 77 31 INSTALL ONE 4 SCHEDULE 40 PVC SLEEVE FOR IRRIGATION AT A DEPTH OF 12 �; ? C= �- E_ s 40 0 20 40 80 NO. C054703 � DRAWN BY: E N a� N E E R■ N D SHEET F 25-28'05' 1500.00 666.75 338.98 M 87 52 27 35.00 53.68 33.72' 32 PROVIDE BARRICADE PER CITY STD. DWG. NO. 130 & 131-A EXP. 12/31/OS OS 937 SOUTH VIA LATA 14 OF 34 Ln I = 40' G 14'03'40" 1500.00' 368.12' 184.99' N 04'13'28" 1532.00' 112.96' 56.50' 34 CONSTRUCT CURB TRANSITION FROM 8" CURB FACE TO 6" CURB FACE SUITE 500 CHECKED BY. COLTON, CA 92324 DRAWING NO. a 4Q INSTALL W53 SIGN PER CITY STD. NO. 401-B 0 �� JRW PH. (909) 783-0101 FAX (909) 783-0108 Q O i r BENCH MARK: _ 2 BRASS DISK IN CONCRETE HEADWALL y• � %m-R A TAMP 2' �_---, - 1(,._co _ T STAMPED CITY OF RANCH M t c'_ RECTARCULAA ICP X rP,AXC INLET INLET " O CUCA ONGA B Y TYPE 2 E I =a �ti� 10089 1987 AT SOUTHWEST CORNER OF ,.�;,_ P;-E S,c.PLAN .uFflCl_11EAT .. ._ _. _ _.: :: m _ - -SEC NPT. ! ^,o• _ ... _. ,_ _. s2 GR ..CIN• SUMMIT AVENUE AND EAST AVENUE ELEVATION = 459.343 M I - PIR STA = 26+56.91 SECTION A - _ Pw ELEV 1478.81 v I INLET TYPE 2 BASIS OF BEARING - NORTH LINE OF SECTION 27 L- 7r _. . _ L-7 BAR N ( ; . : ,o - b . of B ?N r. .► �f � JKBIT _ SECTION . ....: ^ .... 1 yrs. �.. ,. ^ i i � . .. .:_ ..._ :. . .... .. _ .•.. i . . :,. ... DETAIL Or ANCHOR I INLET 7 j LE TYPE I L - .. FA�E ma TACE _ vti : I " I , --+_ *CH"P _- I T - :L L - - PIR STA 26+56.9 - ., _ _ _ *LV J _ - f�N BEV 1478.65 -- -_ ✓SIN - i 1 _ P �N f PO;NT N ? NT ? Lu OF NORTH CURBir PLAN ct 2 i f t p IJ t .} � W. •i- • r'7 (6 s ^ ^ + p TC oRArf L.!:E ASlift S/2 s 1 p n N I ►')J t .N ' N ' O i Ll SHOWN ON PROFILE _ [ v _ _ 1 O + - g t -. f _ _ OPROFILE , . , .j ,, � Zn- S-LEL S!11TALK _ .r7 SURFACE O C . t too' nAl .ee t _ -_ ck.vmoIzER I -.. _ S $ - A1ILHCR CURB TRANSITION i = t s S:E1 RAYL S12E SFACiRu .--:P 3 O C PV1 srA 2s+ss.91 ,, 6 -8 CF i 4 4 1 1 ._ ___. _, __, ._.. � _� ._ _. _...__ _ ._. .....- _. �._. ,PH ELFV ; 1478.61 _ - _.. _... " -: _, ( ) I , . ... .- I� i _: 0 3 i/1 : , 8 3 J q .� _ _ _ •- • • _• - j i VST:1 SECTION i A EC ON A _- 3 3 3 6 c, .., ^ ..� . : �•_ 3' 'L lII't?'t1iB' S •3 'S• '-s'' S 6•' V ti Yy ^ i .f •s 0 rr VAlt. $ I _ . - + _< ` 5'-v i 5' 13 /Pall. SECTION 3-3 ' 1 11 t TING Gf�otlNb �3 O m C1 ` 0 SOUTH CURB . _ _ „� , . -..L� . � •r AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHARTER - SOU TH CURB � & A _ STANDARDPLAN r PADM(1LGATED BY THE APWA•AOC f . .� C�AT� CD><*� PARKWAY DRAIN 151_0 51-0 S1Od _ USE W1TN STANDARD SoECIFICATK)NS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF! - : PROFILE SCALES TRANSITION r _ HORIZ.: 1 =40 _ _ 7. _ _. _ VERT 1 4 23+00 2400 25+00 26+00 27+00 28+00 DETAIL CURB UNDERDRAIN - INLET TYPE 2 NOTES L FLOOR OF BOx TO BE TROWELED SMOOTH. N.T.S. 2 IF THE TOE OF SLOPE IS ALLOWED WITHIN THE 9/w. INLET TYPE ; TRACT BEGINS AT THE TOE RATHER THAN THE R/W LINE. 7/L/'7V I 14�59� 1 3. FOR OPEN DITCH (TYPE 2). THE 2' EXTENSION BEYOND THE R/W LINE SEE [�.�cT 12 26+90.92 YOUNGS CANYON RD. C/L INT. IS NOT REOUIRED WHEN BACK OF WALK IS 2' OR MORE FROM SHEET THE R/W LINE: HOWEVER. PIPE SHALL EXTEND TO R/W LINE IN \\ UTILE OAK COURT - 3+41.60 PARKMEADOW PLACE C/L EXISTING EASEMENT ANY EVENT 4 TOP OF INLET STRUCTURE (TYPE 1 B 21 TO BE FLUSH WITH ADJACENT �\ SURFACE WHERE PRACTICAL 4r r\ g EXISTING R/W S. A HEADED STEEL STUD BUTT W LD WITH I' HEADS ATTACHED BY ,G A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR i \\ ►i 91 g 90 -1 EXISTING 4' SIDEWALK , - \ 6. NORMAL CURB FACE AT POINT M AND 0. 8+3 AT POINT N AND P. " 7. THE 3• LEG OF THE BAR S/B'O ANCHORS SHALL BE PARALLEL TO \ N (78.06) - EXISTING 8 CURB GUTTER TC THE TOP OF SIDEWALK. \\ LOT " " 51 8 SLOPE I/4• PER FOOT. Rlw \ A 3 -_ - - - - __ - - EXISTING IMPROVEMENTS PER C, L �' - - STREET - - 6_2 I = 439. - "`�'T - - TRAGI 1356 DRAWING NO. 1598 SHEET f; OF 9 Q - _. EX -= �_ - - Cl 7 ----- _ �pG EXISTING C/L A 6 7&17-TC - 8 19 � - 24+00 \ (o h 0- B Q9 \ 25+00 - _ 26+00 PROP. C/L 7+00 _ 21 =`� � '�EXISTING 8" CURB A GUTTER TC 78.35 ( T 0 cl) \ N FS _ _ STREET V - _ �s � STR � 78.07 7C 7 - = - �s EXISTING R/W \ 7 78.33 TC 8" CF � 8 CF - _ \ E I v F 34 8 - - saw MOW - EXISTING EASEMENT G -- - EXTENSION OF THE PROPOSED C/L I N \ 4 4 EGEND V 4 " _ - FROM TRACT 14759 _ L 5. � = 352.50' � -(� 32 .� L 2 " EXISTING EQUESTRIAN TRAIL ' COLD PLANE - FUTURE LOT "AIL" �\ PROP. R/W BCR �69,�. 4 A LOT--"N 26+40.69 31 ECR � EQUESTRIAN TRAIL O -"�- I I AMERiCrlli PUBLIC WORKS A550C1ATiON-SOUTHERN CAl(fORN1A CHAPTER s*Il+ro.no�N a 30' 27+42.18 151-0 SEE LANDSCAPE PLANS + \ g 18 18 1 CR of \ PARKWAY Z „ �I FOR DETAILS H FUTURE PARK SITE \\\ $ ECR FUTURE Q N PARKMEApOW PLACE f L rURE TRACT 147'59--2 r YOUNGS CANYON ROAD DESCRIPTION OF REVISION DATE APPROVED C= OF RA k>10 =AA�YV►GA cor�uC M�or�s CURVE DATA ® STREET IMPROVEMENT PLANS INSTALL 9500 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED O CONSTRUCT SIDEWALK (W=4') PER CITY STD. DWG. NO.103 BY DEVELOPER. DELTAIBEAFM RADIUS LENGTH\DIS'T• TANGENT Li) O CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. N0. 102 ® CONSTRUCT 5" A.C. PAVEMENT OVER 6" A.B. PAVEMENT A 17 2709 1468.00; 447.16' 225.32' YOUNGS CANYON ROAD �� 4 INSTALL TWO (2) 6" SCHEDULE 40 PVC SLEEVES FOR IRRIGATION B 02*39'57 1500.00 69.79 34.90 O CONSTRUCT MEANDERING SIDEWALK (W=6) PER CITY STD. N0. 103 & 114 © " C 14'55'56" 1500.00' 390.92' 196.58' STA. 23+00.00 TO STA. 27+60.72 o AT A DEPTH OF 18 °O O CONSTRUCT 8" CURB & GUTTER PER CITY STD. NO. 104 ©8 INSTALL STREET NAME SIGN' (Ri) PER CITY STD. 401-A & 401-B D 13'00'48" 1532.00' 347.95' 174.73' Approved By DATE: G E 873722" 35.00' 53.53' 33.58' 19 ADJUST WATER VALVE TO GRADE INSTALL STOP SIGN (R i) PER CITY STD. N0. 401-B QROF ESSIpN CITY ENGINEER BGG RCE NO. 24953 F 88'30 02 35.00 54.06 34.10 � R. �jN q�� DESIGNED BY: RECOMMENDED: 21 REMOVE EXISTING BARRICADE 31 INSTALL ONE 4" SCHEDULE 40 PVC SLEEVE FOR IRRIGATION G DO 50'51" 1532.00' 22.66' i 1.33' '`c`' �,,l loy s� = DK _AEI•CASC. s E• s . GRAPHIC SCALE AT A DEPTH OF 12" � � RG, _ 40 0 20 40 80 � NO. C054703rn DRAWN BY: E N a�■ NEER■ N 41� SHEET 32 PROVIDE BARRICADE PER CITY STD. DWG. NO. 130 & 13-1-A EXP. 12/31/05 OS 937 SOUTH VIA LATA 15 OF 34 HJ a 1 - ©4 CONSTRUCT CURB TRANSITION FROM 8" CURB FACE TO 6" CURB FACE J}4 !• CHECKED BY: COLTON, CASUITE 92324 DRAWING NO. 51 CONSTRUCT CURB DRAIN OUTLET PER DETAIL ON THIS SHEET (S=6'-0"). INLET TYPE 2 0 K JRW PH. (909) 783-0101 FAX (909) 783-0108 ��O Q I i I i i I BENCH MARK: to LO 2" BRASS DISK IN CONCRETE HEADWALL (too c6 50.00 STAMPED "CITY OF RANCHO CUCAMONGA BM + LO N TRANS177ON ui ca -_0 10089 1987"' AT SOUTHWEST CORNER OF 0) cr- + Ln SUMMIT AVENUE AND EAST AVENUE (0 ELEVATION = 1507.031 FT m co 0) 00 0 ;� ELEVATION 459.343 M cq 0 0) ci C! to (0 NORTH LINE OF SECTION 27 0) BASIS OF BEARING En ca ui 1: 0) d 0 to 100.00" Vc + C) --.z- to 06 + 00 + PW STA 20+50.00 00 PW ELEV NORTH 1490 'NORTH c; ca EXIS77NG TOP LO + 00 cs 00 n OF NORTH CURB 0 LO to tn �0 + co cq to 0 00 0 Lu 0 c) 00 00 co uj N 10- to LO + to t + 00 in to "Nei N lt 00 0 V- + + 0 + 00 to N to ca PROPOSED TOP 00 c; N + %- 00 cs N Qt N a + co 0! 0 K 2 OF NOR TH CURB N N 0 0 0 . 0 00 0 * N + cq to N 0 c; - to * to + CO LO + co + 00 + 1.08% + zz:- 6 m (� �0 �O -J& (0 V co co < (� 0 w ---1 N N + I"- I I 1* 0 Z� 100.00, Vc 14Z 00 04 0) 0 EXIS77NG GROUND cs 14- Lj� 00 0i PW STA = 20+50.00 ...... 00 @ NOR7H RIW + PW ELEV 1484.72 00 f 06 0 1490 CIL 1490 CIL + 00 0 0) ca + 00 0) Z 00 Q (0 ui co 0) EXIS77NG CIL + 00 ui n 000 N 0 ---1 ui 0 uj Z . 00 cb PC N + 00 0 - to '* 00 10 to + 0) N 0 `* co 1* CN V- I"- V- + + 0 , V- + cc 00 + 00 u- N cq V- V- �* co 0) co, Oc LO 00 V- -,- +,* 0 00 -n N I- 0 CN a- + 4 cs 0) to c� 0! U) cb PROPOSED FINISHED to 1* �0-F-: �i — + 0) 0 %- '--1 6 N 0) V- 1 $0 1-- 10 to 9 co 0) (.05 x SURFACE @ CIL N to 0 00 co jcj uj cl + '* Ln 0 Ir- CS 0 C N N cs to v to 100.00' Vc tf) 0;0i + 00 + 0c)00 0 '00 0 to PW STA = 20+50.00 —b6Z-2.56Z- ci ko PW ELEV 1484.91 N a 1 0 cd 11, 1 1 1 1 '1 1 1 - 1490 SOUTH , 0 1490 SOUTH 0 EXIS7ING GROUND c; 0 ca to K 0 @ CIL + 00 00 m 00 a + to EXIS77NG ,TOP 0 00 . , 00 N V + to ci cl co 0 to ui to 00 to C3 n Lu OF SOUTH A.C. BERM V + 00 0 "1 C4 + 00 00 + co to 0) N 0 -#t , 1* +co 10 __j C4 V- 00 to Z 00 00 + �! * + (0 EXIS77NG GROUND to V- , co + 00 + It 8% @ SOUTH RIW C4 N PROPOSED TOP PROFILE SCALES 1 ,,PF SOUTH CURB HORIZ.: 1"=40' V VERT. 1 "=4' 1 1 7-�00 18+' 00 19+00 20+00 21 +00 22-�00 23-�00 EXIST. A.C. TO BE REMOVED UPON 50.00' CLOSURE OF TEMPORARY BANYAN STREET CONSTRUCTION NOTES TRANSITION z 1�c APN 225-131-23 ca CONSTRUCT 4" P.C.C. MEANDERING SIDEWALK (W=6) PER CITY STD. 103 & 114 E77WANDA SCHOOL DISTRICT Q mcr- �w-uj cr- EX. PCC GU TTER u- U�- ::) �q- (�37A) PA ui Z CONSTRUCT 4" P.C.C. SIDEWALK (W=6 ) PER CITY STD. NO. 103 C) u- IT iE x CL rn 0 R; 00 � _A U) or- uj Q5 U-j CN 0 4)�� DA T- 19 Q 2) SAWCUT LINE Lu d C) -J 3 (0 CC Lu cr- UJ --i Q, ui Z 2S -i u uj Lu 0 C�, CL Q: �U:-j QJ3 REMOVE EXISTING A.C. PAVEMENT Z 0- 0� "i z (0 ca CY, Q- 1 -4::c �r-41- A PN"225-13 1-1�2 oo 0�n 0:� C) cl: z 00 cr- 02 u Z Ui co Lu B.C.F.C.I (3 ?,75 Q� IN / I I w ki -j cr) -# 18 /f Q6 Q) C14 P 11 `-� ��c-6,; t f //// _) REMOVE EXISTING A.C. BERM clil N n uj LL c) c �L_,j �2, a d C) 0 CL Cc K'.1) w CL L�--j (r) :!:j 0 (Z) cu uz j [� Q U-) E Z z ci c, LLJ + Lu LLJ + uuuu + clq ca culi) 00 Lu LLJ LLJ Lli ca -j ADJUST MANHOLE TO GRADE C) (0� u L > + cl- ca ca ca ca 5< U, cS x cr) EX. FIBER 1�6j EX. RIW EX. 12 WA TER 1--OPTICS CABLE CONSTRUCT 8" A.C. BERM PER CITY STD. NO. 104 0 I V �,y I-A LO --7 —94503) ALL 5800 LUMEN H.P.S.V. STREET LIGHT WITH GLARE SHIELD (MAT. CODE 663 INST t7- ON 23' POLES BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER PROP C/4- + --—------- -7- 717- (6 00 �2p kl, f�- AIAII 16+00.00 17+00 nn lc� CONSTRUCT 5"' A.C. PAVEMENT OVER 6" A.B. PAVEMENT. rl —77-0— lo (Z 00 CONSTRUCT A.C. OVERLAY MINIMUM 0. 10' (SEE PLANS FOR LIMITS Z OF OVERLAY). GRIND EXISTING PAVEMENT AS NECESSARY TO . ......... 73.35' PROVIDE MINIMUM THICKNESS FOR OVERLAY. "'N U2 CONSTRUCT ROLLED CURB & GUTTER PER CITY STD. 105—A C) PROP. 16 WA TER EX. Rll�l EX. RIW 21+80.1 c) / � �I ....... -----------........ Lu (c) CIL C.B. NO. 11 V) "I", A('v . z C 0 tJ 5r A U CT- V e(VE tJA Pe t t CrY 9`7� r)LJ 6, Iv o. I o I TPOF P&V P L,#�J PeX t-,A4 EX. PO WER POLE EXIST. RIW + + EXlST)NG IMPROVEMENTS C) A TER PROP. 16 W PER DRAWING No. 1678 EXlS`T)NG IMPROVEMENTS 7Z Q C&NSMV(-T- i�VRZQVF PRMN 00TteT re-(k ITY rTD. bLj(.7.. AJO. jD. S14EET 3 OP 8 PER DRAWING No. 1678 LL- SEE 14759-1 STORM DRAIN SHEETS 6 PROP. CUL VERT APN 225-191-12 SHEET 3 OF 8 P() I N.5TALL ffl�C-fT TFLEES- 7>F-K N OTE-5 NID TA-B t F c k) -S'ffe-r-7- u) APN 225-191-36 FOR PROPOSED STORM DRAIN -Yl 7N, & CHILI, HSIAO 0) CL IMPROVEMENTS �cj OVERLAND INVESTMENTS HUANG Y ET AL FES A'Do FoR- 90OUCC-0011tt �9z f,CO Q7 DESCRIPTION OF REVISION DATE . ApppnvED uj '�5 �7 NO, 62183 c 3 et gh�,k OF- C(A-0 Exp, Cf-T�-q? PLAN VIEW OF CURB TRANSITION BACK OF BURM CffY OF RANCHO CUCAMONGA \?J "' &5' T-RANSIT10tJ rFC-T/J0fJ cin- :2� TRANSITION SECTION c FLAT SECTION—Z STREET IMPROVEMENT PLANS Q- LEGEND BANYAN STREET 0 REMOVAL �UTTER STA. 17+50.00.00 TO STA. 24+00.00.00 1' ROLLED CURB ROLL SECTION LINE OF-G FLO)�— DATE Approved By COLD PLANE AC OVERLAY 6 U TIT P, RCE NO. 24953 AC BURM �,oFESS// CITY ENGINEER FLAT SECTION DESIGNED BY. _AEIOCASC- RECOMMENDED: RG, DK slammmumm loan= rri NO. C054703 DRAWN BY. EET GRAPHIC SCALE EXP. 12/31/05 40 0 20 40 80 Os 937 SOUTH VIA LATA 16 OF 34 (x) EXPANSION JOINT — — SUITE 500 c[M CHECKED BY. 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' 1 . . . u..�a -i a ■ ■ aa■r,aaa�a�ai ate! - ��af �.�=�rla.��.��naa ==:.tea ` T��.���iillll��tllYti�w� �' '�.'� »��A1�1���7tt/tlutr■ �Ill•�t :. , - Wl '�•�,i�ti_L�i ��II? - :\1•rl,�ll tp>/�>t=!t I / I 1 Q ' 1 1 ' •, • Flamm ► I i 1 ► I ' ffql • . . ' . i AD AP AS I . "Wo [©, I. : 111 11 • • ' ►, [Q, • / : I/ / / / / / :I •• / I / I I I • 1 II 7 BENCH MARK: 2 BRASS DISK IN CONCRETE HEA0WALL STAMPED "CITY OF RANCHO CUCAMONGA BM 10089 1987" AT SOUTHWEST CORNER OF V T, SUMMIT AVENUE AND EAST AVENUE ELEVATION 1507.031 FT 41 1_41k_yyt NORTH LINE OF SEC17ON 27 BASIS OF BEARING IVr -7 --7-'-Vt s +I +U tA 4&V A II_7�+2, ':7- _T 4 Va Q=-,: II I-T _7 -T-7:---V.=_: IYA It;A W. _'7 . .....::7 )a� ,7 Vul UaX atL MM Z= Iq7 r)7� P OFILE SCALES F- T, I tL HORIZ.: I 40' -7 H 51 00 52+00 .5,3400 54 00 56400 57400 58 00 59+00 60400 1 61 +00 CONISTRUCTION NOTEIS IMPROWMENTS TO BE INSTALLED PER CA TRACT 14759-3 ROUGH GRADING PLANS CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. NO. 102 51+9Z79 BANYAN VARIES i' Fu r BENCH CONSTRUCT CROSS GUTTER PER CITY STO. DWG. NO. 106-A C/L C.O. (W-2F) A fal 15, BENCH 8' SCREEN WALL CONSTRUCT 8 CUR13 & GUTTER PER CITY STD. NO. 104 N) PAW CONSTRUCT 4A' P.C.C. SIDEWALK (W-6) PER CITY STD. NO. 103 51+9Z79 BANYAN AVE. C IAL I N T1 MAX) 1+00.00 CASHEW WAY C/L 0.5, MIN rA 17 VARIES (4 %, @ FU-rUR9 -rRAC-r 14259-3 2% ADJUST WATER VALVE TO GRADE 0 (13 INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR SECTION A )5 A J.9 D 26 F-u LZIRE N.TS. 61+OZ60 BANYAN AVE. C/t INT. CONSTRUCT 5" A.C. PAVEMENT OVER 6 A.B. PAVEMENT 57+98.73 BANYAN AVE. C/L INT. - 21+34.87 WARDMAN BULLOCK RD. - 1+00.00 ROSE WAY c/L 21+34.87 YOUNGS CANYON RD. INSTALL TWO (2) 6: SCHEDULE 40 PVC SLEEVES FOR IRRIGATION U nS rA WAY EX. 24' STORU DRAIN f7,y AT A DEPTH OF 18 ASEC TR. 14769-3 M+JI.50 PARCEL 92 S.D. PLANS SEE SHEE T 14 INSTALL STREET NAME SIGN PER CITY ST0. 401-A & 401-13 U,7 2 Ec BIC ECR 1 2 57+3,9.94 3 53+05.28 60+41.60 WARDMAN BULLOCK ROAD INSTALL STOP SIGN (R 1) PER CITY ST0. NO. 401-13 rc 4 BCR cr- 6 4 INSTALL ONE 4 SCHEDULE 40 PVC SLEEVE FOR IRRIGATION :_:1�;�_ 56+03.i AT A DEPTH OF 12" -lb .%,JT 41LI-AM/rTss Or 2 76.17 `�'VNTRUCP�5193 7 I PR R/W ENO TRAN !TIVIT Tc PROVIDE BARRICADE PER CITY STD. DWG. NO. 130 & 131-A 8 V-rvT:i3\ 11461.44 BC I FUI RE 58+43.78 EC J73.14' L K 4j CONSTRUCT CURB TRANSITION FROM 8 CURB ACE TO 6' CURB ACE f Ter- Fl 6 ITr4 Ar- H -7 rc F F N30'5236 E. F tAi & N,30'52rJalr 01+ bo 13 1,35.,32' 57-�OQ S 70.08 584-00 71.59 TC \308.63 76. z (� N 4 19 4 a 7 (17) 11 19 1 1 -rRACT 14159- 1 CII 14?��q_' FS - I- 75.16 -4-P, 4 Q100ST-4.2 CFS 11 11 is iii IL% T 4 U 19 0 AF 32 re PROP. R R PROP. RIV 90.32' F ECR AREMOVE LMO RETAINING WALL FROM PLAN 54+98,77 8AN A 8CR FUTURE LOT M 76.1 T YANA Vr C/t IN r 7+53.73 EQUESTRIAN TRAIL ad 11 qCR (LIMITS OF BCR R iSE PLAN DETAILS TO AS-BUILT CONDITION YPA r VA 1� --_ -..-OSCAPE PLA t+, ECR (LiMI TS_2E_/ 60+41.68 2+ j 00 6A FOR DETAILS W) I 11 CONSTRUCT70N)Ns CONSTRUCT70N) 69.41 IrUtURE a CF EQUESTRIAN TRAIL ECR PA RX SITE YOUNGS Qu SEE LANDSCAPE PLANS CITY 69.81 TC GRADE SWALE FOR DETAILS APPROVED POU7URE -tRACT 141,59-2 81 82 83 84 8- CF` PROP. RIPRAP CANYON ROAD ON OATE SEE SHEE T 14 15 SEE ShEET 2 OF 10 OF TRACT 14759-1 FOR PROPOSED " RANCHO CUCAMONGA CURVE/LINE DATA FUTURE STORM` DRAIN IMPROVEMENTS CfTY wr- 0 DELTAIWARM RADAJS LENJDIST. TANGENT C URVE/LINE DATA ROSE WAY 05'36'1 1 982.00' 96.03' 48.05' 0 DELTA/BEARM RADW LENIDW. TANGENT CITY RANCHO CUCAMONGA 14*1,3'31 982.00' 243.81' 122.53 8 16'55'34 1000.00' 295.42' 148.79' _8ANYAN STREET 92-42'0,3" 2ZOO' 43.68' 28.30' 09-45'16" 1000.00' 170.25' 85.33' 92-4 1'03 2ZOO' 43.68' 28.30' 0,3-0950-v 1018.00' 56.21' 28.1 I' BANYAN S STA. .51+00.00 TO STA. 61+07.60 0710,313" 982-00' 120.89' 60.52' LIP) 86*52'30' 27.00' 40.94' 25.57'N30-52,36E - 37.99' - 88,11 vigis 2 7.00' 41.56' 26.16' Approved 6y DATE. 7/e IV4 FESS CITY ENGINEER RICE NO' 24953 02*12'23'0 1000.00' 38.51' 19.26' 24*11'000 1018.00' 429.68' 218.09' If S. p DESIGNED BY.N28-401,311E 65-39 N,30'52 ,36E 90'.,32'r GRAPHIC SCALE RG Op -A yw 1000.00' 38.51' 19.26' 0 90-00,00" 27.0 42.41' 2ZOO' 40 0 20 40 80 ivi 1LAI Lo C6 02*12'23" Lu r" F$mCi7N RL N30'52'36'E - 19Z82' 01: NO. 651 00 ;1,10 DRAWN BY. 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NO. 1352 (67.13� '00 _r,I , . L - !t \ � ---- -:__7 -------- -I _ _ n 9i � - =z:: VE �Pm 8 REMOVE EXISTING 8- AC DIKE I I wj :4 1 I ­ EXIST. C&G I I - -.1 - - - - - - - - � . 0 j F I / __ - - - - - - - - - - - I 4_j 1 0+04 03 WAROMAN BULLOCK RD. (NORT74) (50-89) (54.23) (5 Z 72) (62.50) EXIST. Tli--**' (67.40) (72.36) + �_�%- MA 11 xc /I/ .1+00'.00 WAROMAN BULLOCK ROAD � TC . 00 91 p 63A INSTALL ,9,500 LUMEN H.P. S.V. STREET LIGHT BY SCE PAID FOR AND I -0 I I (SOU 774) 1 0 X *� I kv I � -:i ( -80+00.00 MLSON AVENUE 0 � - ll� 1545.35 FS z I -a A"Ic COORDINATED BY DEVELOPER < I 11 6 I (/) � � 1 :3 @ CONSTRUCT 4" A.C. PAVEMENT OVER 4' A.BL ' - . .. I I 11 �-4 1 1 i 11 I I I V) @ SAWCUT AND REMOVE EXISTING AC PAVEMENT I I (n I I I I " I I I I I I I (n I c 11 5R I . a I I ll I I I ! .1 w . 0- I il - - . I rlrSN I I � . (n I Sa H 11 I ,A REVISED TC GRADES (WEST) PER 4-20-06 - I 11 I 51-0.0 0- . . I I . . E AS-BUILT TOPO . . . . .. I . I ; I 1 4_j LEGEND I . I Q) . � I I . I � I I Q) . IN- " ary, , -4-J I DESCRIPTION OF REVISION OATEJ 11RIVE0 V) . I . I . . . I ' Q) REMOVE AND REPLACE EXISTING AC PAVEMENT Cff Y OF RANCHO CUCAMON(M . ,,- � . I ft� N BULLOCK ROAD � . - I (0 I I . I I - I . . k-4-- 1-4--- , , . " I I () �_ STREET IMPROVEMENT PLANS . . 11 I--," . . I . I q) . . WEST I . . . ±� . , � . FAST V) RIW z R/W . WARDMAN BULLO%f.O'%ffll% ROAD 1 . �, . t Fri ' . � 1, I4.- I EX I ' , , �,I� '4- !q f EX. 8' AC BERM . fj t) -W,O% � ! 0 CURVE/LINE DATA 80 STA. 00+f%)o-Ar,wv IUSTA. 8+00.00 ,, � I-j, ,--.*' - 11, -- - 22'- B_ -d - i W-All"I­ - i i*-- . � ,� - � � Xl�� -4-J () DMTAIBEARM MW LENJDW. TANGENT vkp) 00 1*±-- �l tcR P� __ dooll - . I .1 � . I.- If I Z I I ;,�'t,.Vl�i,I I - , q) 1 "'-4��VARIES I --- L" loll - - Approved By : � DATE.* . 619:1 I - Q) NOO*15'47"W - 722.49' - 2% 14� VARIES _ 1.7`Xcrd�-�'% ,2% .._,� * �5_ k__ - - - - -&-lLI-4 - - " - - . 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AC ESS g� .1 CO/4 /4 / /4 EXISTING GROUND w^ � 1wro o p \ 1530.19 LT ti ROAD OPENING o H Q �-- ^o o 0 0 9+00.00 v m n v C/L $m nQ \ g� 4}.74' \ \¢/O� +h 1517.88 RT go MV 4 W o \ PROPO D FINI { n + g a- CUORB AN TION ON m +� EXIS77N GROUND Q \ PROPO ED TOP \ SURFAC 0 C/L ^ a �� g^ �, ( "- • ) o .f 41.74' OCA- \ rn^ {� OF WET CURB \ h v " N cu TRANSITION + \ � ® WEST CURB cn + p +LO mdA 4G 4 A 4 D 4 m^ \ _ o o \ 54. 8�OC �p / / / / o v 0"-8" CF) ` \ ` ; 2 r I + w -EUR RETURN o tT* c<o z h o rn v v rn o m o /4 ¢w \ g n Z + U : co:N^ g cy . � ,n +o uNio vii o in o chi in o n �` vpi c�`i °° c�`i w U Lo �7Oo /o +h ^ ^ ^ ^ w PROPOS D TOP \mgw ¢ � D 54.98' OC `n^ ¢NON oNph w \Ro EXISTlN GROUND , \0 . URB RETURN \ m^ H v /� `O4 4 �m m n n¢ / I- OF WES CURB o m N / / N o;a ® C 9+00.00 Z p + � o � m °0 vg O v ^ u �z 1517.920 +o F► E y 1540 ^ ^ + m 6 A/a ��� 4 � � \ p ^ � 1510 WEST n. m 6 ^ U � w N 6+5FO0- 1- � o� J $ 1 d o m 1530.23 C Z � � G o.; Q r `� o ti U m� N00 W) "' N * a g� z j \ v p �,.ty p h rt +N EXIS77NG G OUND \ o Q = "� o 0 WEST CUB w ;� v EXIS77NG G OUND 4 �c p w 0 WEST CURB .+r d` + y v ,47ot +� nm ooct C) �^ _ PROPOSED P 300.00' PAR L vc \ +- + OF WEST CUB s+00.00 PROFILE SCALES P14 STA = 3 50.00 \ Q 151 . R PN ELEV = 1 40.45 VERT. 1 4' 1 +00 2+00 3 00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 11 � A EXIST. SUMMIT AVE. R/W 1 �Y 7+02.19 WARDMAN BULLOCK AVE. C/L INT. Z -TRACT 14759- 1 = 7+21.70 ACCESS RD. C/L 1 � Cn WILSON AVE 4+34.58 WARDMAN BULLOCK RD. C/L INT EX. FIBER OPTICS CABLE o _ TA = 3+12.08 SAN ANGELO DRIVE C/L o _ SECTION LINE SEE SHEET o TO BE REMOVED /��� 14 �,�p965 y /� EX. 8" SEWER EX. 12' WATER � A A \ + i ��� TC EX. FI R I I I- EX. 66' SD 20 + \ 19 '\ 18 0 1 7 16 ?, ,i / + I y/ EC PROP. ENTRY \ \ \ + 01 ,501287 9�2 EX. FH I I, I �� I MONUMENT \ \ v / D O 11 \,� t p3.j 1�}7EET LIGHT EX. SD STRUC. \ \ EX•.POWER POL i , = J 1 +00 / O9 ba O IL EX. STREET LIGHTI 4� TO BE REMOVED ` MO \ LOT B 1 (C O 8 EX. R/W / PCR I A 411.24 \ .--- _ --' _ X11 \ �1 EX. EDISON LIN � \, ' - B 3 00 EXISTING SINGLE __.___.. - -- HANDICAPPED �O _ �. < --.____. >----_-_.--- < _ .1 -. 7 J C U1 J _ ._ - -- -----. --. --- - -._.. .-- -._ _-__._ ACCESS RAMP .�' /� > - - ,� _.. ----- -.._..-- ----_---._ .---._._ .___..-- -- ' 0------ i _ -_6 8+00 0 y `\ \ `\ 19 Tc i' EX. C/L-��-i- - W \ 36.87\ 31.08 Rl � � � - � _ \V A FS i 7+ 0 - Q 1 / / �� 0�5'OOE' -3 3+ \ -4+ \� 500 N00 i5b0E' FS ADO 1 26.04 f L 45t � 6 OQ _ C' J .j- � 53 5 \ 144.78' BC i I 26.00 FS 15 � A 8 - vV A 36.33 v i 4 3 A 37.06 FL 35.59 \ 34.82 TC i 31.04 H EQUESTRIAN TRAIL G -�34 \ 34 8 C� TC a SEE LANDSCAPE PLAN FL A - FL DETAILS 56 F i o FOR 2 1+00 WARDMAN BULLOCK I .%Y / --___., - `, /�/ / _ // _� 4 - \ p C L / \� RD. C INT I 1.78 CU R 1 / ,`V J E i 9 f / I 80+00 WILSON AVE. C I g'6 ECR EX: -RIW / i CR _ y 0.6\ ECR BC / �- �� - / \ I �% 1+74.65 " ' 3+ 8 ti� ` 4+87.58 2 5+79.36 ,3 6. FUTUR LOT A :. r- -,, \ - - ,\_ `Ii � , - - � Qom- o $ EX. 9L MWD I I C. TO BE EMOVED g °cwir. \ a / 1 PIPE LINE 13 \ 3 \ I ` . 9 ` ? / 1 MON°PuuErNirrn OD 2 r�,E�R V�� 86` 1 85 84 g 83 71 � �\ \ � S EQUESTRIAN TRAIL \ GA , BCR SEE LANDSCAPE PLANS � LIMIT OF EXISTING �'-_.,,, _� 3 BCR\ \ c� M y PROPOSED ACCESS RD. WILSON AVE• FOR DETAILS AC PAVEMENT REMOVAL 18 j FUTURE T�L1 14/ 59 SEE SHEET 23 - TO BE _- SEE SHEET 21 TO POWER POLE FUTURE REMOVED PER THIS SHEET FUTURE TO BE REMOVED SAN ANGELO DRIVE ONCE BANYAN ST. IS COMPLETED SAN WCENTE COURT ITY LEGEND DESCRIPTION OF REVISION DATE APPROVED REMOVAL WARDMAN BULL Oke...Nf K ROAD C� OFA ��� �� CONSTRUCTION NOTES r ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. NO. 102 CURVE/LINE DATA STREET IMPROVEMENT PLANS ' INSTALL 9500 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED DELTA/BEARING ' 1rasT. Tarlc, r WARDMAN BULLOCK ROAD 5O CONSTRUCT CROSS GUTTER PER CITY STD. NO. 106-A BY DEVELOPER A 89'33'45" 35.00' 54. 71' 34.73' i1 O6 CONSTRUCT 4" P.C.C. MEANDERING SIDEWALK (W=6') PER CITY STD. 103 & 114 �3 CONSTRUCT 5" A.C. PAVEMENT OVER 6" A.B. PAVEMENT B 19'53'13' 1468.00' 509.53' 257.35' STA. 1+00.00 TO STA. 11+00.00 O7 CONSTRUCT 8" CURB & GUTTER PER CITY STD. NO. 104 INSTALL TWO (2) 6" SCHEDULE 40 PVC SLEEVES FOR IRRIGATION AT A DEPTH OF 18" C 19'53"13' 1500.00' 520.64' 262.96' n INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-B D 13'46"07" 1532.00' 368.15' 184.97 Approved 8y / DATE: ! - 12 SAWCUT LINE ROFESSIO CITY ENGINEER RCE N0. 2495 INSTALL STOP SIGN (Rl) PER CITY STD.401-B E 90'00'09" 35.00' 54.98' 35.DO' Q Q Nq� 13 REMOVE EXISTING A.C. PAVEMENT ( ) 54.98' 35.00' hc�� `OSS R. V/HTO Fy DESIGNED BY: RECOMMENDED O F 89'59'51" 35.00' m =AEI CASCO �� s GR4PHIC SCALE 31 INSTALL ONE 4" SCHEDULE 40 PVC SLEEVE FOR IRRIGATION AT A DEPTH OF 12" h `� � " RG, DK • 15 REMOVE EXISTING CURB AND GUTTER G 90'33'13" 35.00' 55.32' 35.34' 40 0 20 40 80 w r^ L N D N t3 EE R N D a i i 32 PROVIDE BARRICADE PER CITY STD. DWG. NO. 130 & 131-A H 03'15'30" 1532.00' NO. 0054703 DRAWN BY: SHEET �r�fr 19 ADJUST WATER VALVE TO GRADE 87.12' 43.5 T EXP. 12/31/0 " " O$ 937 SOUTH VUI LATA 13 OF 34 1" = 40' 34 CONSTRUCT CURB TRANSITION FROM 8 CURB FACE TO 6 CURB FACE 1 02'54'13" 1532.00' 77,64' 38.83' SUITE 500 - �2 INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED Jj CHECKED BY: COLTON, CA 92324 DRAWING NO. BY DEVELOPER. 54 REMOVE EXISTING CROSS GUTTER f JRW PH. (909) 783-0101 FAX (909) 783-0108 500.00, PARnAL VC BENCH MARK: EXISTING GROUND PW STA = 19+50�00 2" BRASS DISK IN CONCRETE HEADWALL 16+50.00 EAST CURB 9- PVl ELEV - 1474.60 1487.11 LT STAMPED "CITY OF RANCHO CUCAMONGA BM 4 LLJ 10089 1987" AT SOUTHWEST CORNER OF SUMMIT AVENUE AND EAST AVENUE Lu IK 70 + ELEVATION = 1507.031 FT U) 0 C-4 PROPOSED EXISTING GROUNDI ELEVATION = 459.343 M + 2 Lu OF EAST CU 0 EAST CURB 14+00.00 EXIS77NG GROUND Lu V) o 49 ..3 0 EAST CURB BASIS OF BEARING - NORTH LINE OF SECTION 27 56.25� Oc 56.30' OC c�CN4 n CUfjB RETURN CURB RETURN + U) kn Qj A/4 of4 A/4 A/# 6'14 A14 A14 4114 ct - ------ + (01 R 1480 EAST + cl- \j 0 + ct LO Exisnw GROUND 1,500-, EAST- 6 -­_'l�­­­ I!i 01 + 00 16+50.00 R 6 10 487.1 + Nl� + + + R 0 CA L, PROPOSED Lo + e- o 0 + 14+00.00 OF EAS" C Top 0 N C14 1ro + 0.54X INK 1497.3 L UR6 .10 --I I T ab Top PROPOSED U) FINISHOF EAST CURB LLj SURFACE 0 C 14+00.00 497.41 .70 PROPOSED z I I L _j d �4 0- Luu PW STA 19+50.00 �0 G PVI ELEV - 1474.84 Z :t I-:u 76+50.00 (.) q U) EXIS77NG GROUNPD,,�� W 4 + 1487.1 L E +a • 0 CA Z _Eb R Lu Ict + + 1480 CIL- 0 Cc 0 + -8 + EXISTING GROUND 4 as 53.75' OC + ST CURB 16+50.00 i CJ48 1 R + a. �0 CN4 a + +njT+ + 0 0 CUR3 TRANS77ON +'0 --6- CF) to (8 00 0,54X 04 70 InIv FINISH + k cu 53.66 OC PROPOSED PROPOSED TOP + LO t CURB rte) SURFACE 0 CIOL +'o '0 V) EXISTING GROUND OF WEST CURB A14 A114 A/4 4-lt 0 CA A/4 A 4 -414 PROPOSED FINISH C) u 500.00' PAR77AL VC 3.68' LO + Q . 7,AD 53�73' OC 5 00 PW STA = 19+50.00 CUB RETURN CURB RETURN PW ELEV - 1474.BO 04 00 rx ACE 0 18 6+5000 A14 A/4 61 Vi E3 C4 A/4 414 cs IN/4 A(4 A14 + 'I C Z' M 1487 m A14 + + C4 1500 WEST LO ko 1480 WEST 1497.37 RT ce EXISTING� GROUN50�_ + ko + U'6 m 106 (5 00 0 WEST R6 + * + _4 + + 00 c' 14+0000 m C) 0,54X 7497.37 �i a; - , 0 - R + ab 0i MO 9 0 PROPOSED + TOP 20+60.17 C,ff, NO. 6 OF WEST CURB C .19 TC I 417L6 EXISTING GROUND � PROPOSEO TOP 1475.19 FL OF WEST CURB 1 70 f 0 WEST CORO PROFILE SCALES 16+50.00 14B7.11 RT HORIZ.: 1 "=40' VERT. 1 4' 1400 12+00 13 00 14-�00 15-�00 16-�00 17-�00 18-�00 lq-�00 20-�00 21 +00 22+00 23+00 3 �A c') 3 ".01 59S 14+68.12 WARDMAN BULLOCK RD. C/L INT. 66�\� 1 10 21+34.87 WARDMAN BULLOCK RD. C11- INT. 3 9 �V'qc).4 - 4+51.12 PARK VIEW WAY CIL rRA(3r 14759- 1 = 21+34.87 YOUNGS CANYON RD. C11- 6.69 = 61+07.60 BANYAN ST. C/l 2. 1 IC 71 9 9 1 1 X-3 1 34 (31 Y, 0 613 4 C) + fs Oa- 4 3 16 O TC ECR 10 It, 1 44 0 3 0 0 7 0 13 20 4 6 4 00 5 + /G I1 N 90? 00 PROP. R -76,o3 ? --�IAACT 21+00 OF LOT 8 T 3 (fF,�POSEUE,4TS '�A E Ov< PP L 946.79' f '0\1�'m CV - 7t 147�)v_ RAiN w5-1 4 FUTURE v o0 c 13+00CIV A 4 PARK SITE 94.61 �A n 4 7 �3. 19+00_____!!t_00_ - � FS i� 19 ;7T 3 11 15+00 18+00 pUrURE: -rRAc-r 14159-2 a ---- 16+00 17+00 - ------- Y4.79 9 _T---zi_� - - 3.9 -PR-OP. C-11L 60.11 7 w 20 0. No. 3 fz i 93.01 6 41 FL_- 5283 'rC 7 C/L BCfz Sir% -70 P0 & PRO!? R,11,w j 25 P34SEE f"( YOUNGS Ce EQUESTRIAN TRAIL 4 PROP, R1W SEE LANDSCAPE PLANS 0_1 4 8 FOR DETAILS (/M\ 14+1346 37 32 L =576.97'..5 ECR � � -1 I CANYON RD- ECR61 R Ic I I + 9 �E LOT + 9 it e7m ove 6rx-g�er z lr�q-r�i f 7exrq r Ivrat-cer-Tui 6 66" 40 33' 3j, 1 ,)=6ANY,4,V9CKL) VPVAlED,'4AA1 &1ZZL)C,< R-OAP. -Is cr a T Fo__ 10 EQUESTRIAN TRAIL 22' 22': 06 INSTALL 2" CONDUIT FOR TRAFFIC 10 12 SEE LANDSCAPE PLANS 0 SIGNAL INTERCONNECT AND J45 FUTURE -TRACT 14759 BCR + 13 + FUTURE I to 14 FOR DETAILS PULL BOX'S 200' OIC (FROM PARKvIEW WA y 15 FUTURE TRACT' 14759-3 CONSTRUCTION NOTES WILSON TO SUMMIT) CITY CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. NO, 102 DESCRIPTION OF REVISION DATE APPROVED EQUESTRIAN TRAIL CONSTRUCT CROSS GUTTER PER CITY STD. DWG. NO. 106-A SEE LANDSCAPE PLANS FOR DETAILS CONSTRUCT MEANDERING SIDEWALK (W=6 ) PER CITY STD. NO, 103 & 114 C17Y OF RAACHO CUCAMOAUA CONSTRUCT 8" CURB & GUTTER PER CITY STD. N0. 104 7:7 WARDMAN BULL O%t.0.lNrlv\ ROAD ADJUST WATER VALVE TO GRADE STREET IMPROVEMENT PLANS INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER WARDMAN BULLOCK ROAD/ CURVE DATA CURVE DATA INSTALL 9500 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER DELTA/BEARING RADLtS LEWDIST. TANGENT DELTAIBEARING RADFJS LENJDIST. TANGENT CONSTRUCT 5" PAVEMENT OVER 6" EEVES EEYOUNGS CANRE)74'414 ' 497.0 ' H 11'58'24" 1 ' 320.15' 1606INSTALLTWO (2) 6- SCHEDULE 40 PVC SFOR IRRIGATION AT A DEPTH OF 18- Approved By 77/7 92*0423" 35.00' 56.25' 36.29' 8759'13" 35.00' 53. 75' 33.79' DATE. 4-7-7 INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-B �?,cjfESS/04, CITY ENGINEER 116ulh�ll"P'41 RCE NO. 24953 92"09'530 35.00' 56.30' 36.35' 87'50'38" 35.00' 53.66' 33.71' R. I// DESIGNED BY: RECOMMENDED: 04-11'08' 1468.00' 107.24' 53.65' 21'18'01" 1532.00' 569.53' 288.09' INSTALL STOP SIGN (RI) PER CITY STD. 401-3 RG, DK N 'j' 49 7*41 + TA N TOP R8 14+08-00 1497 37 L + CIL- W + + 14+00'00 �2 149 C 14 1497.4 �OP_9�Eo_ T_�P IC L + NSICF) OPQ �2 Ii R<SEDFINIS!,o, 8f 7CF �4 P k `2 o 0 -co C -op 16+5000, 4 GRAPHIC SCALE 06*18'26 1500.00' 1 165.13' 1 82.65' 87'57'24" 35.00' 1 53.73' 1 33.77' INSTALL ONE 4" SCHEDULE 40 PVC SLEEVE FOR IRRIGATION AT A DEPTH OF 12' �AEKASC_ 40 0 20 40 80NO. C054703 DRAWN BY. 'M"a5 M " NEE IM 1=%I SHEET 25'28'05- 1500.00' 1 666.75' 1 338.98' M 87-52'27" 35.00' 1 53.68' 33. 72' 32 PROVIDE BARRICADE PER CITY STD. DWG. NO. 130 & 131-A EXP. 12/31/05 OS 937 SOUTH VIA LATA 1 40' 14'03'40* 1500.00 CONSTRUCT CURB TRANSITION FROM 3" CURB FACE TO 6" CURB FACE SUITE 500 14 DF 34 368.12' 1 184.99' 04'13'28" 1532.00' 1 112. 56.50' INSTALL W53 SIGN PER CITY STD. NO. 401-8SIA CHECKED BY., COLTON, CA 92324 DRAWING NO. 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't to 0) N-\7>-< SURFACE @ CIL + .q. 0 c; V- 1* CO to uj ") I- to 00 00 LO c*4 + V 1.087. %I ',- Q) to;� 1-�l C4 0) N to 1* 100.00, Vc + to 0;oi 00 + CO 00 0 + -V 00 -4.V 0 ul) PW STA '= 20+50.00 ,,-%- U) d PW ELEV 1484.91 CN 0 cd 1 11 1 1 1490 SOUTH , + co 1490 SOUTH EXISTING GROUND to 00 cs 00 @ CIL + (6 ui to 0 0 0 uj EXIS77NG TOP 0 00 N 00 0 00 N 1* uj 6 c� 0 N + ui ED 0 CO LO to 04 OF SOU TH A.C. BERM C4 + N to Pli N N + co N + Z + 000 EXISTING GROUND N -t + C4 T- to V- 00 -1-087. + 00 + It @ SOU TH RIW V V- 41c V- PROPOSED TOP Z PROFILE SCALES 1"*,,.,PF SOUTH CURB HORIZ.: 1"=40' A/ VERT. 1 1 7-�00 18+' 00 19+00 20+00 21 +00 22-�00 EXIST. A.C. TO BE REMOVED UPON 50.00' CLOSURE OF TEMPORARY BANYAN STREET CONSTRUCTION NOTES TRA SI TION z Zi ca CONSTRUCT 4" P.C.C. MEANDERING SIDEWALK (W=6) PER C/7Y STD. 103 & 114 APN 225-131-23 U-i 0 u ETIWANDA SCHOOL 0IS7RICT u ca-cr- ca rz ud - 0:: EX. PCC GUTTER u- u uj Zlz) E� Q ui Z u- 0 w P.C.C. SIDEWALK W=6 PER CITY STD. NO. 103 u- CL 0 i; f� -i z ck� U-i 0 uj 0 C) N LO DA 0 1� Q cs 0- ui �t U-i CC --i Z z i5 In 0 uj C" SAWCUT LINE uj cr- uj -j � 0: Q uj 6 c; UJI Q Lu u 0 UU 41, LLJ Q) Z 0- --j Q- 00 LL. N CL CL C) I C) C) d I ", ", � J-,, QJ3 REMOVE EXISTING A.C. PAVEMENT co 11 f225 Z V- APN' 131-7,,6 cl: u '00 -j .0 C�.—, " I // i 0 z C) 0 uz u- w N P'N' 0 1 U) LL -j 0 1 , , - ///// /S.B.C.F.C.DI zv Q� (3 (3 Q: (0 0 :Uzi cr_Iq �L_Lj �0- lz� D�LL,f� C6 0 z c C) N 0- cr_ REMOVE EXISTING A.C. BERM c- z � d �U-j N (3 LU Q (f) CL ri) 0 cri uj E Luz Z z z 0 cs c: :z �3 C) C) 0 C\ �� (/) �-: Lli + Lu LLL F- -� ?3�5 + m 0) N . 11 �� � �u Lcj 6 -1 + C) N C) Q-j co 2`_: >L cc Co L'i W L'i U + 00 + 13 U7 ADJUST MANHOLE TO GRADE CL coca cam cr) zw Q 0) EX. 12 WA TER EX. FIBER uj Z� 6 5w< (,Z) EX. R W EXIST. R1W` 7 Q) OPTICS CABLE UO CONSTRUCT 8" A.C. BERM PER C17Y STD. NO. 104 A --7 ........... LO ------------ INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT WITH GLARE SHIELD (MAT. CODE 663-94503) . ................... ON 23' POLES BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER PROP. c -7--Lno (o Z, + 16+00.00 C) 3 U3 CONSTRUCT 5"' A.C. PAVEMENT OVER 6"' A.B. PAVEMENT. U6 CONSTRUCT A.C. OVERLAY MINIMUM 0.10' (SEE PLANS FOR LIMITS OF OVERLAY). GRIND EXISTING PAVEMENT AS NECESSARY TO C' (L3) PROVIDE MINIMUM THICKNESS FOR OVERLAY. 73.35' T) PROP. 16 WA 7""' 0 U2 CONSTRUCT ROLLED CURB & GUTTER PER CITY STD. 105—A �0 EX. RIK1 EX. RIW 21+80.14 CIL C.B. NO. 11 EXISTING IMPROVEMEW-9 EX. POWER POLE co Z T /,� w Zi + L',��-� , EXIST. R1W` �6 + 0 Vo. 1578 PROP. 16 WA TER PER DRA WING I Z EXISTING IMPROVEMENTS N W �l S14EET 3 OlF 8 PER DRAWING No. 1678 u- SEE 14759-1 STORM DRAIN SHEETS 6 1 PROP. CULVERT N 1914EET 3 or a APN 225-191-36 FOR PROPOSED STORM DRAIN APN 225-191-12 CHIU, HSIAO-YEN, & IMPROVEMENTS A 11 OVERLAND INVESTMENTS 0) - HUANG Y ET AL DESCRIPTION OF REVISION DATE CITY APPROVED PLAN VIEW OF CURB TRANSITION BACK OF BURM CffY OF RANCHO CUCAMONGA C7 k-20' TRANSITION SECTION STREET IMPROVEMENT PLANS LEGEND BANYAN STREET x X, \ V� REMOVAL FTER STA. 17+50.00.00 TO STA. 24+00.00.00 OF GUI� 1 ' ROLLED CUR13 ROLL SECTION FLOW LINE COLD PLANE AC OVERLAY Approved By DATE. ESS/ FLAT SECTION AC BURM CITY ENGINEER RCE NO. 24953 R. DESIGNED BY. —AEIOCASC_ RECOMMENDED: w RG, DK MEMO= NNE= No= GRAPHIC SCALE rn IE—= 4=36 11 IL=—=IE=—F=:W 11 4=3m 't cr_l NO. C054703 ;;a DRAWN BY. EET 40 0 20 40 80 EXP. 12/31/05 EXPANSION JOINT Os 937 SOUTH VIA LATA 16 OF 34 SUITE 500 Cy 1" 40' clK CHECKED BY. COLTON, CA 92324 DRAWING NO. J [HIE Z- 62w + 14Z U� Lu uj CN CNI F--7ppv 7 23+00 24+UU V 5' TRAN n cr CO uj 7- OF JRW PH. (909) 783-0101 FAX (909) 783-0108 PROJECT SHEET NO. Aa OF— - BENCH MARK: FF 2 DISK IN CONCRETE HEADALL STAMPED " l F RANCHO 10089 1987" F T SOUTHWEST CORNER OF SUMMIT AVENUE AlV EAST AVENUE ELEVATION = 1507.031 FT ELEVATION 459.343 cPROPOSED NORTH � + 00 TOP OF CURB pyg0 E �F� SECTION .2 7 BASISE 1 H LI ..:.. p� �J p 0 CO LO qq,,� �// STA :: pper�,, Cyp ,..•ted .. ... . p� P I E E�/ 147 .7 �mJ 'mf (0 V4 1480 NORTH , F' /�^�a :.. p^y a �py p� .. .. 7' �q W.J . .lx) m per. prt [[qqpp f�.. �d a « a^q py gam. p^� . : uj EXISTING GROUNDp�® p� "•d [g® . ®V @ NORTH R/W . . : g�y `m V .. .. .. °'d : . uj 0 00 cs 0) 0 PROPOSED FINISH ° ° 00 PW STA=28+00.00 ` ELEV=1476.65 . .. ,.. . .. , 04 W IL cq 1481 .. a .. a ® 4 m . .. .. ... .. ,. lwt „g «! e .. ® .. co .. PROPOSED SOUTH a 0.J .. . TOP OF CURB . :.: gga�yy ,.,. ,.. toLO A�%. F ppyq) _100. t/C ..... ry� h, p R . :. C'4 4 p�, �F Pl STA=28+00.00 to llq- {~ V C 00 I E E 147 :7.3 N S� Lu o6 d co 1480 SOUTHt'ed N 0 11 1480 SOUTH , m 0 f + LO �V . . t� C� «. « N 00 00 _'$- t`e _ tO N C� N t�'y . �I Pi Com, to EXISUNG GROUND @ SOUTH R/W PROFILE SCALES HOR r� C9 /a . FF F I .® 1 VERT. . 1 = 2400 25+' 00 26+00 27+00 28+00 29 00 A 225-1.31w--1 SAN E A IN FLOOD C DL DISTRICT 00 APN 5�-1,31-11 Lu ETI ADA SCHOOL DISTRICT ui �, �� T LIME �� AYLI H w ,a �. ui _.�° a. CJ `� A SEE SHEET 2 rs �. M� 'O '777777777— s .. �M ui r �— _ r 1.14 u TC co „w... 4 45 E 27+00 � 28+00 P . CIL € � e A AA 23 w. 29+00 52 30+00 Tc z� 80.95 700.00 F- m 75.15 S OD rl _7777- 81. 4 IX) U-iPROP. R �.. A ._....�,.�f T .,w ,, ,��,w Pa M.,N Pf? P. m. . 4, Nn..w 75.3 Lu �.. cN wa- � � DAYLIGHT LINE E-- C ' APN 225-191-12 r.: CHILI, HIAC YE A HIDA C Y ET AL C) (s'� h r M r (c) ) f�} C.S C5 DESCRIPTION REVISION APPROVED CONSTRUCTION NOTES CITY OF RANCHO CUCAMONGA W �,_ CONSTRUCT �4” P.C.C. SIDEWALK (W=6) PER CITY STD. 103 STREET IMPROVEMENT PLANS INSTALL L .P. .V STREET LIGHT I E SHIELD AT. E 43-� ON 23' POLES YS.C.E. AI F COORDINATEDDEVELOPERBANYAN STREET CONSTRUCT . V TOVER 6" . PAVEMENT t! CONSTRUCT LL Cl OI ST . 1 Approved By a • T E. U} 4�QF / OI ENGINEER OE 1VO. 24953 �y °�� • 1 DESIGNED Y: RECOMMENDED: OF DK MEMO= NONE= ME—MAE I No= GRAPHIC SCALE NO. 0054703 DRAWN Y. SHEET EXP. 12/31/®5 ,37 SDC! IA 17 4 D 4l� SOUTH TA 34 c, F L:B SUITE 500 1" — 40f �' 1- �` CHECKED Y. LTONF CA ,2�3.24� DRAWING NO, OF C �`� PH. ) 783-0101 FAX ( 783-0108 BENCH MARK: 2" BRASS DISK IN CONCRETE HEADWALL PROPOSED NORTH d N CO TOP OF CURB STAMPED "CITY OF RANCHO CUCAMONGA BM ca 0 LO � d P uj on 0 0 __j 10089 1987" AT SOUTHWEST CORNER OF c; N 00 Op 0 u �_ LO 14: d 0) SUMMIT AVENUE AND EAST AVENUE LO + C5 00 o- ELEVATION = 1507.031 FT n cs 01 0 N - + U) C5 m 0 100.00, vc + 0 L() �N 0 lq- + + c; 6 N (� 6cf ELEVATION = 459.343 M LO LO q- + (Z) C�N 0 cd PVf STA='40+60.00 L 0 NN ul) I + N I- I + 0 1-: 0 cr) 00 0 BASIS OF BE4RING NORTH LINE OF SECTION 27 (0 -4- LO N P VI ELEV=1470.43 + + CN 00 + to cy) in co I- + N + N (0 Ir- to 'q� + ON C5 + N 0 to + N N coo T.- 0 0i (:S n EXIS77NG GROUND + Lb ai 6 Oq- %_ + to Oo6 @ NORTH RIW +(0 14 70 NORTH Uj 14 70 WORTH Z PROPOSED FINISH Lo C) 0 Lo SURFACE @ CIL LO 4: (Z) C) 0 LO 1 0 "4: 0 0 n + N + LO 0 V) 0 N '* 00 0 CL uj n n "q- + d � 06 N 100.00, Vc -0 Q lim + c) n Q) (2� LIJ + LO Lc) _WS TA .'00 + LO C) to 6 �-N U) Lf) + C5 1 C) C) 40+6 . Z + 0 N LO 0 P Vi ELEV=147 35 + + + d 0) C5 (0 —0.507 (0 -1- (0 Lf) ": + 0 (:j L0 + N + L0 cs 0) 0 0 + Q) V) C3 C) LLJ 00 4 Lf) 0 Q) 00 + N + to 1114- (0 C) I N td 0 C;�jl C) to + + (a C) 6 1 U) a + + K 6(0 (3i C; N a 06 C) 0 -4- U) (3i +(0 + 14 70 CIL 14 70 CIL Lu EXISTING GROUND —122 + z — — I I'll-, N PROPOSED SOUTH @ CIL C) 0 CO P�OPOSED"�tRWANDA 0 0) 0 ca TOP OF CURB ui + LO I: d i �_ ANNEL BELOK C + N 0114* 0 00 0 + N LO -4: ci N dm On + N 0 "4: LO C5 K 0 C) Y OTHERS + + 0 CO c) o- I (f) n LO NN 0 q- + �! 10 00' VC q- + 0 10 c� co(0 114- Q� 0 + N + C) -4-N - n C) 0 cf) LLJ to to N LO N . Do 0 0 1 \PV/ STA=��0+60.01 C) 0) LO I- + CN 04 (0 + N + C�'4 ca 0 0 ca V1 ELEV=' 470.4 U-i (0 It p + N 010- d Cq Q� 00 4 (0 0 N "t LO -: 0 ": C) r,� + N U) 0) 0011- + N + N Lo C� 0 00 n Coll- + txi Lo V- 0 0 + N C5 19 t6 N m 14. 0) -- 0 0 to N 00 + + N + 0 0 V- q. + N ci rN, V- ul) 0i 006 + + Q:) 1470 SOUTH 1-22Z 1470 SOUTH EXISTING , GROUND A @ SOU TH RIW V PROFILE SCALES HORIZ.: 1"40' VERT. :=I =4 31 -�00 32+' 00 33+ob 34+00 35+00' 36+00 37 40+ 0 'APN 225-131-11 N ETIWANDA SCHOOL DISTRICT ko APN 226-101-01 SAN BERNARDINO FLOOD CONTROL 'DISTRICT 33- 7.56 E77WANDA CHANNEL, ELEV 1469.84 Oq YLIGH T LINE SWALE LINE,,-, 3- cle", A Z Z CN CN t ic) — — — --------- 0 2:1 1� 2:1 Au fl P4 -4- + 2:1 PR W P A 2:1 PROP. R A-�7 + + 7"i �753 4 1 8.83 N TC 00 ANGLE POINT TC, +00 32 /1 .99 3 00 23 1 9*4845"E 34 00 364-00 52 38 00 23 A7 )O� PROP t 3 N8 3 00 36+52.67 37tOO *,—PROP C/L 39 �-00 N89*44*14"E : — ii �Z�15 552.6? 72.58 b41.,5,5 68.64 FS TZ FS, _7� FS P P A 3:1 RRDP 2 1 42.A� Tc — 75j;l _552.776' 3:1 76��8�3 C) ....... Z 0 C) ..... LLJ _�j C) ...... c6 X 0) APN 226-102-05 Z + If ��1 11 + + + SAN 13ERNARDINO FLOOD &ON,TROL"-'DISTRIC (A DAYLIGHT LINE A U0 APN 225-191-12 APN 226-102-04 A, + MARIA T VIDANA CHILI, HSIAO YEN, & HUANG Y ET AL —1 STORM DRAIN PLANS SHEET 7 SEE 14759 OF 10 FOR PROPOSED STORM DRAIN IMPROVEMENTS SEE'CHANNEL,PLANS Cf) 8 Y' 0 THERS TIWANDA',CHANNEL U) APN 226 -2'102-06,; C'_ ;226—" 102' 06 1 AD D, 10 APN: FO P, FL( A ORIVEIAJAV6 C_6rJTR0t_ AC61,:-65 BERNARDIN ON STRI 'T SAW 0�FLOOD �CON 96 T1 CL CITY DESCRIPTION OF REVISION DATE 0 APPROVED A CONSTRUCTION NOTES CffY OF RANCHO CUCAMONGA CONSTRUCT 4" P.C.C. SIDEWALK (W=6") PER CITY STD. NO. 103 Do. 39 STREET IMPROVEMENT PLANS _(n INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT WITH GLARE SHIELD (MAT. CODE 663-94503) 'lo-or A ON 23' POLES BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER NYAN STREET U3 CONSTRUCT 5" A.C. PAVEMENT OVER 6" A.B. PAVEMENT. 2V STA. 31+00.00 TO STA. 42+00.00 CONSTRUCT ROLLED CURB AND GUTTER PER CITY STD. NO. 105—A C0K5TlRiACr DRIVF-VVAY PER CITY S'PO, DvA/6 , ArO. /01 �-rYPE Clop wl JPTH Approved By DATE. PFR Pl_AtV,, R PEP, Pi-AN), ESS/0 CITY ENGINEER RCE NO.24953 DESIGNED BY. RECOMMEN ED: DK m_..AGlc)CASC.... sH GRAPH/C SCALE DRAWN BY. NO. C054703 40 0 20 40 80 EXP, 12/31/05 c Os 937 SOUTH VIA LATA 18 OF 34 C�lll SUITE 500 Pr) ----------___ LLJ Lr) + 0 Lr) 0 H A 0 0' VC 9+6�0.go 507. U-1 ui ---------------------- 1 40; cfV k KED BY. COLTON, CA 92324 DRAWING NO. CN, JRW PH. (909) 783-0101 FAX (909) 783-0108 PROJ'ECT SHEET NO. OF � . I - I � I w � � I-- . I I BENCH MARK: I -� I . : . �- .1 A � I . i I I I I . � � - � ­ � I.. , I - � I 1. � t I I I I .- I I I � EXIS77NG GROUND , , z � � , � . 1. � .. "" I -1 I ,� . i . - . . '­ . I i � � _� I I I i I . I w . ; I . f I I � I I -- � � � . - 1-11 - , I . I ? . � I , � I � I . I I I ; . � . � . I _i � .. I t I .. : . I . I � z I I z I . I I I ; - I - I i . q �_ 1 7 i �' i : , , � I I ' EC ' � L*039.28' , � . 1. i ! I I . - I I , i ; , . . � ., : . . . � . . 4 1 1 1 : I i I I ; � I . I I I . - i I - . i . f ; ? 2" BRASS DISK IN CONCRETE HEADWALL , I I - � i I 1. I i �L. : i I ; � � . I I I c I I f i I ,, t � I � , I 1. I I I I I I I I � I � . . L:-29.32 � -V. -e I ' , . � ... -1.- I I __ ­[_�._J­ -1 ll� -'It ­� ­I ­­... ­-­ .. _. .­, ,� 1.- ..,.- ­ -11.-I._ _;.04 � I ­­ 1-1-1 --l._-_ .._._- ­ . � sk i � i. I I I .,-.­ ­ I -1. - ­--1 -11 . I ­... I� ­ - 1- ­.- -rl __ _­ 1 . - I . ...-J _J, _'A -- ­-.1..- ­- A". . 4- ,I - + ­ 6 ­il ._ _­ -� ­ ­ - � i i .. 0 WEST CURB I � -4 ­ -:k ­ 1 .1 � ­, ­ - - - .,- I-, i 4.1 . -1,-_, , _,; I . I -- - I , I . � I I . I - , - i I I I . ­ � J-- - ­ ,: . , - * � . - - �, � 11 - - I , - � - - - I , - 11 I - I ­ - I I , , - PAR77AL 6a Vc � - -- . ���� I I I ­ - . - I . ml . 1, . 1 . - - 11, - : . � , , , I � - � _ . . I - i � I O&A , - S I -, , . , , .- -, L. -" I � � . .V, , - � 11 . 7 I., I-7 - .. t .1 - - � . 1 - - - I -1.I ",.A - 1 _ - - I -1 I - .,I ., i . .- . . :_ I I --I , _ ­ . ­ � � . . . :,, � I I I . � � , - � I I _ . L - I I , i, � ­ li , L_ :: ... � � I . . - I - I J�_. . ,11 .. .... �11 __ � .. -1 ­ - , �.. - I . .. I ­ I I � � -, 1- 11 I ­ '. . - I I . 1-1 1- �� ­­ A � - '_ - � 5 :_ �' , .... 1.� , j , . I'', I ,, - , ­i . . -j �� -1 ___ ...­I­- 11-_ .. - -," __ ­_.____ ­_. -f - 0c, i- ., - _­­lll____­­_____ _. ... - -----t - - 1 -1 . - -- - 1-11. - A J __ I_.,I.. - __ --,- , _. ­ I - -.-, __I . -_ _. 10089 1987 AT SOUTHWEST CORNER OF - "I - . � ­_ -,-1_ 1�_, -_-, - : I - _I -- .- - I - � 44.6sr : �': I -Lll--'- '. : - 11 ;.�,r I - I I � � �-- ­ �_'. - - - - - I 11 I- I I �i ;; - . 11 . . . I. , - . -j - - t : . . i � 11 :� .� .. 11 - 11 .,.I I I I I � "I --- I -. j_ . 'I , . � , - . - . - , . ,- I - I ' I L I ' 14 .0- i :- " ,% � - _1 ! I I - 11 . _­ 11 .. .. � .1 ­ . __ , - � ­ I 1 . -: . � ., � l '_j . ­ '�­ � "'L:" . . , I � I " " I � __ 1 -1 � "" '� . -_: I - I - -1 - I a I � I 1 ­ . - � ­ - I � I ­ -­: ': - I - I 1. � ,e 50.00' VC, - , � Pw ELE I .- � 11 11 I I SUMMIT AVENUE AND EAST AVENUE --1 I'll - . - _.__�___� . ­ ­ -4 .�_:_:j.._�lj-,-- ___­­ ­ ­ ­1,--11. I-1 I. %lullu FAA-#VIA) ­, --'( -11, �:._:_n1--l. =�,_._ --ij, �4 - I__ 1.­7__. � , -, --7: " - -,--,,.-_ ­ ­ ­ -....__.". , _­ ­1___�­­ ., . � . I - - 1.- .-11 11 - 11 . � - _ I 11 -1 _. , _ ­, I -, ' -WT493.6', - - I I ­­ ,- . , - -1 � � ��­ ll�.. I . I ­ "' _` , - , 11 ---- -- �____L-� ,-_ I , 4 � - - I I . . I , - I i I I . _ , - , - " - 11 ­ � - i , , _____ ­ - . , ____ --, .-, _ _-j-, ­ :_A__ _L" ,_ - ,­,", "it I ____ - - - . , I , --- ­ ­-1_1.�- .­. --_�I_____. 11--1_­ 1_�. - -1 . - I-_ :. - : - � I--:-I-,.- - - - - J_ -I I 1 4 1 __ -7"7-7 -7 '",'-.'-7- - � - - I I . I , - ,-' �� ,�i I .-- - . - - . - ­. - -. .. - . .. � I­ - I . . � I � - - . . - I � I I - - . I I I- - - . _ _ I - . I I , I r , I i . 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MIN I SE Z, SHE- 1 2 LEAF',,;, 1 1 R OAK 81 82 .Z 1 WA Y I �0 1 6 ' 79 80 36 ./ Ec + ECR 30, 30, 2 6 EC yp BCR ; N - . �2+�02.05 fal 18, ECR * (O ;0. 1 3 9C 1 .: .62' l+j2O U A T CA `�r to 57 I EC I BCR V �3 :t BC ic L a. , 2 _� + I I : . 1+97.59 92' ' 11 I . + cd 5+26.97 to '4 9 ; 2+92.28 ") w � * .9 . ,S�l- . /L--26 i 79.81 . .30 + I . 2 TC 104. W) . 1 100.52' *1 111"o 29.94 =2655, 14 .17-TC /11/ 51 a 2 E . I acm - i I I - i I .&�__ 93. 1 /. ( . ) Ll Z- 7Q,j A N . / C 14 7.50-FL 79.50 A , -�L ( ) -4. d TC C - , G i , 79. TC d 79 70S ! 17 81.70 1 6 0 , I : I., / u ­� � iw) 00 '\C2) 91.52 i I / FS � ! Tc I I 1 78.63 @_l\ . H 2+00 TC �I Tc 3+00 1 NOO'18'16*E I �,4+00 I I 1 5+00 �+00 �. - " I/ 1.19'r Tc1uOC .- - -­i i - - -�- -4- - - - . - -TC ___j I ) 06 83 ­- - � ; .. . 0 i . - 11 ­-, 11 I W) 2 . . 79.76 ! 518.16' �' I I ; ,�. 49 - 1 1478.13-FL/LP 9 , � 19 . i 90.41 B ! 91.&1 . _�Oc I i I 4� ; 00 i ,a I . -.-- -_. . - I .._­ - _; __ .- I .__ TC__ �_ I- 1 . . ,� 1­__�_ � 10 __� .1 - -­ . - i .- 1 TC Tc Tc Nz�� I 'm � I -- - - - I - , 1.- ._�. . - . - - I I _ _ ,- I I / __ _____ . ; q L - I m I i /@ t, -1 - / - -- - , -3 ____ F I m - , , - - dcm - - . __ -- . ; ,� . . ( I E I t') 20, .* 78.98 . c ( . )\\( - i � ...) CE ::::L N 't -1 � V (7) U - ) - y �) 32. so, 1 2 Tic I � - "I 1 4-- 1 - - __". hk \ 93.00 J21 11K . �_ L:r26 48.29' ) m 88.97' 0) 90.79' 5.45' L= 8 . N 00 N �j 85.89' ., I �_ . I .89 2 \ EC_ r-1 (6 Ali t1i N W) . I a 4( *2,6 wi N w W) -j A d 1+97.59 * + 0! tti ?:52' (3 1 -i ab. . 8 0) 4 %O * EC 6. 88 + + C14 2 C14 An C14 + L / 9 + U) 0) 25' + W) C�N BC - - ­ - . ____ ­______�-___ 4 @ & ni *1 It + 84 6+21.36 LJTTLE OAK COURT CA .� - .__ - / 88 87 86 4 An .s __ JL , - 89 9 85 1 . 90 u)_ I - f 4 :�o i0b LL / :4 if 2+46.37 LITTLE OAK COURT C/L WT. . I _) i = 11) il . 1�t - -) 11 C) C) " I I I L11 I-- E OAK COURT DESCRIPTION OF REVISION DATE CITY , �� i APPROVED N i `1 CONSTRUC110N NOTES r i C4TY c)_ � d I .I - i : OF IMACI-0 =AMOWxA . I.. 'I i i , cy I CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT . 4� -D i 11 ii _ 41 Ili I 0 CURVE/LINE DATA . . I I I "A 7RACT BOUNDARY" - -I 0 CONSTRUCT 6" CURB & GUTTER PER CITY STD. NO. 104 DELTA/BEAFM PIADUS LEWDIST. TANGENT sl t= i IMPROVEMENT PLAN i� V)I CONSTRUCT 4" P.C.C. SIDEWALK (W=4') PER CITY STD. NO. 103 0 86*25'28" 2 7.00' 40.73' 25.3 7' - � 0 _�;I - @ 15*00'04" 112.00' 29.32' 14.75' TRACT 14759-1 !� @ , @ 21 0*00'0 7" 38.00' 139.28' 141.81' P ADJUST WATER VALVE TO GRADE LITTLE OAK COURT �: @ @) 94'50'24" 2 7.00' 44.69' 29.38' C-) !x a" I I 00 �, � - - - - Ln �� _777V AW-F INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR N15*18'20"E 5 7.52' �0 @ 0 - - i - Approved By : DATE. _h��'r74_ 3 AND COORDINATED BY DEVELOPER. - (D N14*41'48"W 7.52' Rl� i FES CITY ENGINEER I . , /)V� Nd.' 24953 11 I u 5 ' /J,t&(&/ V RCE I? - - � R. V, _�� (�� N14'41'48"E 5 7.52' ,,- <e, DESIGNED BY. / - RECOMMENDW: - @ - � _� GPAPHC SCALE - - I-- ql� = .r driff 0 40 0 20 40 80 INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-B (H) NOO-18'16"E 1 4.46' RG, DK 6� � 15�71 -1 I I I @ I l_-AEl*CASC -In I w rn ML=_"4ci% l � oe. "42�6 SHEET ,-"'- Iq I MNT!������ NO. C054703 >0 DRAWN BY. CD 1" = 40' CONSTRUCT 16' DRIVEWAY PER CITY STD. DWG. NO. 101 EXP. 12/31/05 00 & 0S 937 SOUTH VLA LATA 12 OF 33 Lf) (f) SUITE 500 11 I cy @ CONSTRUCT 12' DRIVEWAY PER CITY STD. DWG. NO. 101 CHECKED BY. COLTON, CA 92324 DRAWING NO. @ CONSTRUCT 'MODIFIED' CURB DMN OUTLET PER DETAIL ON SHEET 15 (S=6'-0") c JRW PH. (909) 783-0101 FAX (909) 783-0108 ,,qZ>OoO . I - I I t , I - I , I x A � I I I I i If I 1. I i ; I I I I I i I ,I - I- I I I � I" I i 4 i I I I I T I I I I I f 4 -;#,- I !, r_ 4- I I - ] 'I I I ) � i I ,_ " I , , � - f ,_ i -1 4 1 i I __ 4-\i.�, 1, f I t I I I i � I � i i I t f t I I - I I - t I I � I - I I I __ - t zi I . .1 , i , I I � �_ I - I I t ; I I I t 1 , I 1. I I I ! -1 it�_i -f � I I 1 4 1 1 It I , ,_ -7 -1 - - - I .1 �___,A lz� r I 11 1_a_ - t, ll�z, .1 I - I J_ i " I � I i 1 4 � I I I I t I I I I i L .1 � I t !A A I I i I- I �� t I 1� . t I I I , I I F � I I I I I J j L10 I I � I I I I [ I I , I - ; i i