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Home My WebLink About1810 GENERAL NOTES BENCH MARK NO. 148-B 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE CITY OF RANCHO AT THE N.E.C. HIGHLAND AND CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- Q Q ETIWANDA AVENUES, 66' N. CL CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL HIGHLAND AVE., 24 E. OF CL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. ETIWANDA AVE. AT THE N.W.C. OF 4'X8' DROP-IN-BOX FOR 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, DRAIN CULVERT, SET STD. VALVES, FIRE HYDRANTS, ETC. SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR Q BRASS DISK. ELEV. 1432.612 IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OFU wllsom RANCHO CUCAMONGA. 9 10 11 12 13 14 15 16 17 18 o PROJECT 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE m 19 m WE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING 8 DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN - - - I awm snw ON THESE PLANS. _,_�_ ,a LEGEND CHICORY-_ _-----__ - -._ _-- - - OURT - 20 a 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, 7 _ w - CENTERLINE ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY SHEET 2 - CURB AND GUTTER OR RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. O w ---- - CD 21 U SIDEWALK 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL 6 5 4 3 2 1 w 25 24 23 22 BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE m Q - - RIGHT OF WAY ELEVREQUIREED BY CITY ENGINETION AND AT NOT ER THAT 50 AS NEEDED OA T WARPED OOR VERTICAL CURVE AREAS.S. ADDITIONAL PAVING ES MAY BE o ,J O STREET TREES FS FINISHED SURFACE 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. `�� F51Lrz�/o\ C 7r I � � o /n\ o ` FL FINISHED SURFACE 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL UU LL��II]] LJ�l Lrz� c�J TC FINISHED SURFACE GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO L= FINISHED SURFACE CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. SHEET 3 PUE PUBLIC UTILITY EASEMENT 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. VICINITY MAP SINE SIDEWALK EASEMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND NOT TO SCALE GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY TRACT 14523-1 ENGINEES ANDSTI NG ND ALL TESTS ALENT OFOR DE GREGnA I BASE.COMPLETED TO VERIFY: R-VALUE, SIEVE INDEX MAP STREET TREE LEGEND ASI10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO SCALE: 1 "=100' MIN GROW DETERMINE STRUCTURAL SECTIONS. STREET NAME BOTANICAL NAME COMMON NAME SPACE SPACING SIZE QTY 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL_, CHICORY COURT PRUNUS NCN 3.0 20' OC 15 GAL 27 THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- BUREIANA GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A TR. 14523-1 QUALITY BETTER THAN THE NATIVE MATERIAL. STREET CONSTRUCTnON NOTES OUANTIIIES 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY CONSTRUCTION NOTES FOR STREET TREES: THE E.P.A. FOR USE UNDER AC AND PCC SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S 1 CONSTRUCT 0.25' AC OVER 0.33' AGGREGATE BASE 36,229 SF RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 2 CONSTRUCT A2-6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PIAN 104 1 ,984 LF 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE 3 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 4 FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUALITIES REQUIRE BACK FILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 (WIDTH PER PIAN) 9,778 SF SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING THE OTHER ITEMS OF WORK. CONSTRUCT SPECIAL CROSS GUTTER (STEEP GRADES) PER CITY OF RANCHO CUCAMONGA DIVISION. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED STD. PIAN 106-B 2,354 SF 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. AT EACH INTERSECTION 6 MODIFY AND ADJUST MANHOLE GRADE (SEWER do STORM DRAIN MH) 3 EA 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE �k 7 INSTALL STREET LIGHT 5800 LUMEN PER CITY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS 9 EA CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE 8 ADJUST VALVE COVER TO GRADE (WATER MAIN) 7 E-A REQUIRED PIAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 9 REMOVE EXISTING WOOD BARRICADE 1 EA E)USTINIG SURVEY MONUMENTATION 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FEE, ORDERLY STATE, 10 CONSTRUCT WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA ST. PLAN 131-A 1 EA THROUGHOUT CONSTRUCTION SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 11 INSTALL TRAFFIC SIGN PER PLAN 4 EA I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH 12 PAINT "STOP" PAVEMENT MARKING AND LIMIT LINE PER CALTRANS STD PIAN A24D AND A24E p t ANQ 2 EA CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE SUgtF GENERAL TELEPHONE METROPOLITAN WATER DISTRICT 13 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD PLAN 401-A AND 401-B 2 EA DESCRIBED AS FOLLOWS: NO MONUMENTS CURRENTLY EXIST WITHIN THE K kl'4 LIMITS OF THIS CONSTRUCTION r 585 NORTH MOUNTAIN AVENUE 700 N. ALAMEDA STREET 14 INSTALL TREES PER NOTES AND LEGEND SHOWN HEREON F UPLAND, CALIFORNIA 91786 BOX 54153 27 EA 1-800-482-6711 LOS ANGELES, CA 90054-0153 15 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD PLAN 101-A (WIDTH PER PLAN, X=3') 2,511 SF 5820 (213) 217-7474 DATED 3 ---1� 16 INSTALL TUBULAR STEEL FENCE AND GATE WITH LOCK PER CITY OF RANCHO CUCAMONGA STD PLAN 608. Exp MARK WARE - L.S. N0. 5820 �f SOUTHERN CALIFORNIA GAS COMPANY COMCAST LOCATE AT ADJACENT SIDEYARD END OF WALL. FENCE SHALL NOT BE CONNECTED TO SIDEYARD WALL. 1 EA 216 N. EUCLID AVENUE 1205 DUPONT ST. OF C ALIF ONTARIO, CA 91762 ONTARIO, CA 91762 PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF 1-800-427-2200 RES. (909) 983-9895 PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED WITH CITY TRAFFIC SECTION THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY 1-800-427-2000 COMM. (PORTION OF RED HILL) SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO RESET THE MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED CUCAMONGA COUNTY WATER DISTRICT CHARTER COMMUNICATIONS TO THE CITY. 6680 VIEW PARK COURT 9641 SAN BERNARDINO ROAD RIVERSIDE, CA. 92503 SOUTH NORTH PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY RANCHO CUCAMONGA, CA 91730 CONSTRUCTION DEPT. OR OR (909) 987-2591 C/0 KING WEST � EAST OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY C/O STUARTUART IN RES RAW SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED 5I PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: 5' 7' 36' 7' 5' PROVIDED TO THE CITY. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS 1, Put, 2' 6' 2' rWE 2uE 1, WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR swE GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 2% 1.7% 1.7% L% TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR 2:� - 2 1 NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 4 2 01 2 4 PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR WATER 0 JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS SEWER AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD TYPICAL SECTION DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE _CHICORY COURT PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN N.T.S. UNAUTHORIZED CHANGES do USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR T.I.=5, R=70 LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. STFWCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED DESCRIPTION OF REVISION DATECay WITH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER BY ACCEPTING WEST EAST APPROVED: THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO RAW I RAW AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY 50' CITY OF RANCHO CUCAMONGA DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR 7' 36' 7' STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORD EXAMINED. LOCATED AT VARIANCE WITH THAT REPORTED OR 0.5' 6.5' 6' 6.5' 0.5' TRACT 14523-1 SHOWN ON RECORDS EXAMINED BY THE CONTRACTOR IS REQUIRED TO TAKE 2.I 1 2 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES 2% 1.7% 1.7R 2% STREET IMPROVEMENT PLANS c r- -� - SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT _,y SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF11" -2 I TITLE SHEET THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. J t1 I..+ 9 �'�w�.a•- 4 2 0 1 2 4 �� ; WATER 0 SEWER APPROVED BY: DATE: �� G Lkerground Service A TYPICAL SECTION O P�OFE�S��tigl CITY ENGINEER �,;� - -If �/ � � RCE: 49 3 1 FORE Y z f DESIGN p�-d By: RECOMMENDED o �a Cat. TOLL FREE PENROSE PLACE ,��N ��, ALLAAD ENGINEERING N.T.S. v� o Z ML\JF �� »sing rmd PlamTt% 1_ T.I.=S, R=70 No. 36052 M 82M Sw"Avunm 227-2WO w Exp.6Z30/2004 DRAWN F� �csz�ss SHEET c(_ 6 30 2004 � CGR C9119)3%1e15 Fax(909)sss 1795 1 3 OF J'J9TF C I V I \P CHECKED RAYMOND AWARD R.C.E. 36052 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG CALF CITY DATE 3 • 1 s • r7{- EXPIRES 6/30/04 ifflQ PROJECT SHEET NO. OF Fh O M:\DWG\12103\IMRACT\14523-1\SIRUlS\STREFTI.DW Dot.: MARCH 12, 2002 CGR } I ..1. +.ai.,. t f__ I ..«. ,t.,, ..,. ..�. ,J.„ t +, i I _ 0 t O ^ 1 O , 8 D 10.64' _ 1-i. _.+ .�.-,.. r a_« i-r y a_ a.. -1 s•.._... T" 1 ' t...,._r. :�-_` + , o .««....a�-1 .._li .r-I}-,-..:..,._-_ _.+... I .._- � a.-. i •._t. _r ,1�- `t.:_., y__` » -} .1 - . t- _.+a_:+-:l }_.... t-.. ...µ. » , T1 � J J i.,..._.�., ._...+. ... i a._a --.-..,,....n _,...t._,...._,._.,. _ ,._1-_! _.a.: * ;_�..1 .1. .+ .1..: } ,_ -•r- .}. ,t_. _t.. +_.. ,-L .! 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I-_T___�_- _ � ': F � - AC I - 11 t 11 I I - I I It - , .I � I t _ ' I , I ---A--'-'-_ _�,_ I __ �- 11 ----+C1RIOR TJO BIEQNN4N -'-,-- , * -- - - X- _. _ ---"I :, . - t - - , - I _ � f i: " . � - - _: I:��,I_,:_.___1-L 1_1. , , _ , , -1 - , _ __ 4 W OF GENTERL.Of -71 .1 - �. - ,, , - i - 1 , - I - I - : .1 , I '.j f, _1 I , - , __ i j J � I j I 4 t i . - , I - . - - I - � . � ! j , I I - �. - � - . _f I I . . , I.,- 41 1 - - . I- I I - ..I :,..-,-I �� - I I -f ij i 4�_ . ,- ' '.. �- I , -1 -'i ,f, . , , � _1 ' '. I I I i , ,- .i. _ - I i ! I I _t 1 , i 1 i I .m-i . 15+00 16+00 17+00 18+00 PLAN SCALE HORIZ: I"= 40' SNS uj 13 CHICORY COURT w u 7 u n :5 n a- ?2 tE I- 50' w < w < _j m: __j u) n �?U-U -' �? U- (n C3 CD ZE 25' 25' C) Z: w ZD of Cq CN-1 W_ PO fl) or =3 m C) u q u�tzi 7' 1 8' 18' 7' u q Lq m 0 w M U-i m Go - M PO C14 U-1 M ST= CONSTRUCTM NOTES Q_ �_ C14 CN uwj PO K) Q_ O) U Ckf �2 (0 I- �2�2�-- - to u .4- j� U) .0 0-� a6 , : ui 1 CONSTRUCT 0.25' A.C. OVER 0.33' AGGREGATE BASE IF3 �_ W) :., + 1 -8 14 F_ "It: + . + CN , 2 CONSTRUCT A2-6 CURB AND GUTTER PER CITY OF RANCHO CUCAM 0 V: Ln "I 1;< I- .. 9 13+26.78 ECR �-__ -___________� @9 . S RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 -_� 7.1 1631.48 TC 1�� - 1 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 (WIDTH PER PLAN) "") --f,- �1 1630.98 FL IN § '1� 13+26.78 BCR .1 ::, , 3 pi CL INTERSECTION "� (�)_CONSTRUCT SPECIAL CROSS GUTTER (STEEP GRADES) PER CITY OF RANCHO CUCAMONGA 1631.17 TC . 13+71.78 CHICORY COURT= 0 1630.67 � I�)V�..� 3 1 Iq r C� 1mi I STD. PLAN 106-B 1�? 93.38' 1 1 ) ,_� 16+16.86 PENROSE PLACE 114.00' ..I � 0000 1 6 MODIFY AND ADJUST MANHOLE GRADE (SEWER & STORM DRAIN MH) . I ."e'�.. - 'I-- / A � q " �,-- :, \ - " i'&q. ." o"&.. :, t.,4'.. f ��,". : - r_ OL-�j4-D- . - I I 11 :1 1�? ___E I, , -0- 11 _�_ I ____ . z:�_- �F * 7 INSTALL STREET LIGHT 5800 LUMEN PER CITY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS --4------- - z- ---4--- n------ - C �- � C14 _'_� - N<0_'__________'__ ' _\_1 ------- 13------ N b6 -��86'6 2' , 5 1�� _; � a 11 � , � 6 17+00 ED 3 8 ADJUST VALVE COVER TO GRADE (WATER MAIN) __ -�cx--_�4-1... I .-G, 1,4:��_�_ , 0 I I - 11 -,K- " - I - - C - + Lr) - I s:$ 0 NOV35'57"E 9 "X 1 . - - C /�) -- )_-\"--- . �� 0� , 9 REMOVE EXISTING WOOD BARRICADE - 0D 5 , Lr) 011- . bo 1____14 iI �= �_-_1 8 10 CONSTRUCT WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA ST. PLAN 131 -A :i�r___,41 - -- � -I__ ___ __ Iz- - ___ 1. ��_r_____ is -� " - I ��' .. ...t� 1, t'&.. : . - , , .. . . .., . : . . p r !,...'*_ - � ____,n r- .1 "A.�.- A ! 8 \ A L 17 .. . 13 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD PLAN 401 -A AND 401-B ! 1- 124.00' 0 0 93,38' � 4, . *I 01 `1 I DINATED BY THE DEVELOPER THRU THE CITY TRAFFIC SECTION 14+16.78 ECR . . I (D ': . 14+16.78 BCR (� 1631.23 TC _1 3 1631.48 TC i- �r . r .. (� 1630.73 FL ; . 1630.98 FL ui .� i ro E . 1 C> . fl> I - ! __D I � 11 - __ - 19 8 i I --------�N_. , E� 15 Q_ �i �_ . �_ uj < (�� u__j X: 6 1" u__j x V= �_LA_ M (n to �U-CD V) fm C U RVE DATA 9 - 0 x cr W)PO J cr Z3 �= w C4 CN o6 ' 7' 18p 17p C3 U-) Z! 0 ,L I R I L I T u C?U? F_ L - -1 _ u . . ui M m m Co + UJ PO C-4 tzi C14 C**4 n uj il- A 1 90'00'00" 1 27.00' l 42.41 ' 1 27.00' w 25' 25' po r-)u-j �_ �,-,�! - �- ; �2"?F5` (0 u V) 50' (n Co jis - uj �_ 00 CHICORY COURT + ET SNS �6_ - PENROSE PLACE CITY DESCRIPTION OF REVISION DATE - APPROVED: CITY OF RANCHO CUCAMONGA TRACT 14523-1 STREET IMPROVEMENT PLANS SE PLACE STATION 14+78.49 TO STATION 17+85.86 / I �, / . � Wderground Service Alert I? OFESS/0 APPROVED BY: � ,� ( ��'Ll L)(� /�,-_ �,��, DATE: 11 yy CITY ENGINEER - -c �_( RCE: �49�3 ORE GRAPHIC SCALE J. _1�\/��<m DESIGN P-pared By: RECOMMENDW - = .1 Cat- TOLL FREE 40 0 20 4 1 0 80 1w ;-_ - -9-1 0 1 .1. 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