Loading...
HomeMy WebLinkAbout1688 BENCH MARK NO. 148-B AT THE N.E.C. HIGHLAND & ETIWANDA AVES., 66' N. (Z HIGHLAND AVE., 24' E. p STR F-4-. ETIMPROVF-. MENT -P-- LANSOF q ETIWANDA AVE. AT THE N.W.C. Q I OF 4'x8' DROP-IN-BOX FOR DRAIN. Z CULVERT, SET STD. BRASS DISK. OWC i TRACT NO1412o m U ° ELEV. 1432.612 g In the Cit of Rancho Cucamonga , State o f California General Notes Z 1. ALL WORK SHALL BE DONE 1N ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR �? I WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. U U 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, ' -- -- -- -- -- -- -- VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK 1S TO BE DONE SHALL BE REMOVED, REPLACED, !� RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. Construction Notes_and _ Quantities 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE Q ISITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING ' 1 CONSTRUCT 3" A.C. PAVEMENT OVER 4" AGGREGATE BASE 58,809 SF DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ' �2_ U 1 CONSTRUCT 4 A.C. PAVEMENT OVER 4 AGGREGATE BASE 29,562 SFON THESE PLANS. 0 2 CONSTRUCT 8" CURB WITH 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 4,617 LF 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS ENGINEERING DEPARTMENT 03 CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 22, 128 SF PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR 04 CONSTRUCT HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 102 8 EA RIGHT-OF-WAY. J5 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. DWG. NO. 101-A 4,816 SF < 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE 6 CONSTRUCT 6' WIDE CROSS-GUTTER PER CITY STD. DWG. N0. i06-A 1,460 SFSET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION WI WILSON 24TH ST.7 INSTALL STREET LIGHT 5800 LUMEN H.P.S.V. BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER 20 EA AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY THE CITY ENGINEER AS NEEDED, AT WARPED OR VERTICAL CURVE AREAS. 8 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401-A 4 EAM 9 INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401-B 3 EA PROJECT -- -- -- - 1 PAINT STOP AND STOP BAR 3 EA LOCATION 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SUMMIT AVE. SHALL BE CONSTRUCTED PRIOR TO PAVING. SUMMIT __ 1 ADJUST WATER VALVE TO GRADE 14 EA - - - AVENUE 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND 1 ADJUST SEWER MANHOLE TO GRADE 7 EA � 1 CONSTRUCT BARRICADE PER CITY STD. DWG. N0. 131 -A 2 EA Q AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A W WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO C17Y ENGINEER, FOR i 1 CONSTRUCT END OF STREET TEMPORARY PAVEMENT PER CITY STD. DWG. NO. 132 2 EA HICHLAND AVE APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. SILVER-SADDLEJ Iz I 1 REMOVE BARRICADE 2 EA > i 1 INSTALL PRIVATE DRAIN PER GRADING PLAN 57 LF W 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, DRIVE V k 1 CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 307 1 EA Q z LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND CONSTRUCT CONCRETE RIBBON TO THE SATISFACTION OF THE CITY ENGINEER; 12' WIDE, 0 3 GRADATION OF ASPHALT PAVING. LU ! 0 8" THICK W/HEAVY BROOM FINISH. 480 SF w 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, ADJUST STORM DRAIN MANHOLE TO GRADE 52 LF LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE SIEVE ANALYSIS AND SAND EQUIVALENT , OF AGGREGATE BASE. CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. NO. IOTA ti 0 LF Y a 2 EA VlcroRlA sr 10. PAVING SHALL BE PERFORMED 1N ACCORDANCE WITH R-VALVE AND PAVEMENT TESTS TAKEN TO DETERMINE Q T 0 STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). _VICINITY_MAP 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, Cl) THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE Q SADDL€HORN �Rj I AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY I � BETTER THAN THE NATIVE MATERIAL. Z i U 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY W THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S 0 Q RECOMMENDED ,RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 81 13 ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE t '�� �3 :` ,; I' OF QUANTITIES SHALL BE CONSLDERc D AS INCLUDED IN THE OTHER ITEMS OF WORK. I \ !` t `'' P, W R W 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA SiANDA,RD PLAN NUMBER 401-A AND 401--8 SHALL BE MT 0 � �1t 11 . 'T. . CONSTRUCTED AT EACH INTERSECDON. 22' z2'--� - 11' i5 CITY APPROVAL OF PLAN DOS NOT RE EVE THE DEVELOPER FROM RESPON BI /TY FOR TH _'� J I NS E L I EVE Sl E t CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE -1 5' 5' REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. r ti 10'____L 10' 19 180.30' 0.13' 0.30' 16. WORK SITE AND EXTERIOR STREETS SHALL BE !N A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE J 2%__ - _ LEVEL - LINE _ _ - _Z%_ THROUGHOUT T LL CLEANED REQUEST R. + y T OUG OUT CONS RUCTION SITE SHA BE C D UPON RE ST OF THE INSPECTOR. 17. CONTACT UNDERGROUND SERVICE ALERT 1-800-227-2600 AND THE FOLLOWING UTILITIES AS REQUIRED, r 48 HOURS PRIOR TO EXCAVATION. T.1. = 6.0 2 3 R-64 _ '14 Construction Notes for Street _ Trees f t Typical Street Section Tree Legend SI{i A Q z .. - Ct r P T - 1. ALL STR �T TREES AR.. TO BE : LAN ED IN ACCORDANCE WITH . � _ VIATTAGF AVE. � Cf � C=� NO SCALE CITY STANDARD PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING AN AGRONOMIC STREET BOTANICAL NAME COMMON NAME SPACING SIZE QTY ' IV I 41� R W R W SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, COUNTRYWOOD PL CINNAMOMUM CAMPHORA CAMPHOR TREE 30' 0.C. 15 GAL 56 EA GJ f 4 ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE OQ -� 6 ' BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY LOST TRAIL CT TRlSTANIA CONFERTA BRISBANE BOX 30' 0.C. 15 GAL 21 EA 10 INSPECTOR. a 12' 18' 18' 12' RUSTIC OAK CT TRISTANIA CONFERTA BRISBANE BOX 30' 0.C. 15 GAL 17 EA N = 4' 4' 3. ALL STRLFT TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE •- ~ �` 6" 8' 8' -6" BY THE ENCINFERING DIVISION. VINTAGE DR PER LANDSCAPE PLAN 29 0.34' 0.20 0.34' 2% 4. TR TR ARE T P P 1 IMPROVEMENT LEVEL LINE S STREET EES E O BE PLANTED PER PUBLICFESSI • -- - - - - - - - - - - -- - - - - -- -- PLANS ONLY. O O ON 2 ����U�� Ct_1 - U 3 3 Existing tin _ ng Survey MonumentatlonWn � �� T.1. = 5.0 1 I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF �W ' NO. 044568 R=64 2 RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS kytne� WOT� 92606 or VAQUERO CT. FUSCOE Exp. 03/31/02 =_ Typical Street Section WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND pbm 049) 47;-1160 ARE DESCRIBED AS FOLLOWS: Note: NO SCALE ENGINEERING FkX 041) 475-531 sT9 CIVI�- NONE THE EXISTING OVERHEAD UTILITIES TELECOMMUNICATIONS AND ELECTRICAL ON THE PROJECT SIDE OF HIGHLAND I o ) DATED --�-�--�-- AVENUE SHALL BE UNDERGROUNDED FROM THE FIRST POLE j OUG N. CR USE R.C.E. 23796 ✓Of OL/!�/Ei� p,4TE OFF SITE EAST OF THE EAST PROPERTY LINE TO THE FIRST I �� EXPIRES 12-31-01 RCf.� S6B,E./P3/3/�OZ POLE OFFSITE EAST OF THE WEST PROPERTY LINE PRIOR, TO -- PUBLIC IMPROVEMENT ACCEPTANCE OF OCCUPANCY. i �� Private Engineer's Notice_ to Contractor Utility Contacts !0"7-�� i -� 1 REd15ED DRI1lEWAY � STREET TREE LDCAT10P1S Z-Ll•0p THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON CONTACT THE FOLLOWING, AS REQUIRED, 2 WORKING DAYS DESCRIPTION OF REVISION DATE fF 5 I > THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE PRIOR TO EXCAVATION: APPROVED THERE ARE NO EXISTING UTI/-1TIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR GENERAL TELEPHONE COMPANY 909-469-6327 CITY OF RANCHO CUCAMONGA STRUCTURES NOT SHOWN ON THESE PLANS. 1400 E. PHILLIPS BOULEVARD r- POMONA, CA 91766 C- HIGHLAND ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL STREET IMPROVEMENT PLANS FOR CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE SOUTHERN CALIFORNIA EDISON 909-357-6581 PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL 7951 REDWOOD AVENUE SAFETY AND HEALTH REGULATIONS" OF THE U.S. DE PAR I MENT OF INDUSTRIAL RELATIONS "CONSTRUCTION FONTANA CA 92336 SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE SOUTHERN CALIFORNIA GAS CO. 800-427-2200 TRACT NO. 14120-3 U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". INDEX MAP1050 OVERLAND COURT CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE SAN DlMAS, CA 91773 3 ROF E SS a APPROVED BY: DA p c t CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS P ti , �.� . l - . ,D SCALE: 1' = 200' CUCAMONGA COUNTY WATER DISTRICT 909-987-2591 �° MAR �� f _ �-�-•� ���_(_ '(; R.C.E. N�. 24953 AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL �� �� K � Fy CITY ENGINEER =_ _ 9641 SAN BERNARDINO ROAD WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE o``,�Q�A�tAA F�� � pF�� MENDED Underground Service Alert ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT, RANCHO CUCAMONGA, CA. 91730 W �rrr m Crouse Beers & Associates, Inc. - gEFORE� EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. TDM. En 9 ' s;;oorHomne. Avenue,I , onst 10 � J No 39405 "� o Call: TOLL FREE MARKS CABLEVISION 909-880-0231 * Exp. 12-31-01 * gineerin 0 H • Planning • Suite 1 ion Management 4240 N. HALLMARK PARKWAY DRAWN Norco. California 9 760 4 SHE 3 (909) 736-2040 Fox (909) 736-5792 li 1-800 SAN BERNARDlNO, CA. 92407 �lq,f c'vl� Fo `P P.A.P. _ 1_ OF._5_ _ OF CAL 227-2600 CHECKED DRAWING NO. -� Expires 12-31-01 o TWO WORKING DAYS BEFORE YOU DIG -- woe rt pe'-s- R.M.B. L999 - X PROJECT SHEE 1 NO. OF BENCH MARK NO, 148-B i T Th{E N.E G. HIGNI}�•Nb ETII1lANt�A Ams ' Ni'� • H16HLANO At✓E. ' E• Of*- It eT}W,&,NVA 1 f1 �,, v�R 12K�N GULVEKT©9ET om.. bre IN h � I t t r t '.. 1, 1 _f LAY I : I - - _ - _ - - - - - t- - I�oq.02 Ofd GUl�.P i P =1 4 1 0 Dt 4J I O i , i L 4 —i `' v.c. so.e2 ! j i 1 t f 1 1 J 3 1 - ' _ _ _- - - - - -- --- — — -- -' - --- - -- - -- - — - -- --- --- - - -- — I � � oo � •co to tI _ „ : - I I o to F- - ' ! C) t(7 U t �. t I 1 I -- �— rn � U + d1 0 N �- r co I t co 470 ! L-43.84' 50.00' V,C : ---__._.�_ _ - - 0 co _to W) _ - - - - --_ .-._ _. ----- -- _ -- - - - -- . n < � _ • o _ y ,, W IiL FT o _ LEFTSPI-1455.5, , - 4. (0 .c rn -} j _ _ ; _ -1 - - - - - U > C-) W t N O n l0 - - 6/ 0 0 0� 00 LLJ lco 01 U V pp I / -� } t . • { IU U r o ►- ® TH 4 ,OQ Y• I !! } -J- { - j - ci N N. NOR ^ cv I �'� t a • o-o U i �- f- r- �- n r + �o _ 4 (� NORTH - 0 C :W t - I -i I « 'N c m u� b o o - fFJ- �� � ' • 146f 3� - > - u twt -1 - I i m -_ -- � � ~ f "� I f w I t 3 1 ll - — - -- - - - - -- -- - -- -- - - - �i �ci ci < <n -~ r ., ; K� o f _ Y. 1 m } I i i # o ; fi i 1 } t t f . r< t c~n r u' �jG4 PO.!!4 V.� ~ - _ - �- 4 I : t - tl1 0 I I - TOP NQRTH Gl1Kb > , , _ - 0 1- �; rt-- g '- --�- - -- -- - - 1 - i R u D � ' I — -�- i a I i - - - -- - - -- m - Top Nom cum g -� ! ^ U m rn 1 t # a Q - - --Top NORTH GURM o o J + 1 o � cx + ttt` a~Q r _i © I I t ' o p _ 2�.0o v.G i _ _ tC) t 1 470 - =- - - :- _ neo 50.00' .C. _ - ___ -- - - - - ----- -- _' I -'. rn � U � fl= GTR � U � ! i � i - - - V N � Id 4 � n v r i' 'S i P I- 1 45 .34 + r - YL f+ ; ; - U o r`' i f I } i 1 > m M r ,� - i .._1 S t I L i r Im --� } � � o Jg10 � t 4 /. i - - - - t o N N ' - --i - - - - - -- - - - �. ♦ U - - - _ m J o ^ 1'00:00' V.C. t J . 0 � U ♦ U Q' : ! t ^ o J N.Ea.� � } P 14 14$1 .70 - - -- - Q' -- - - -�--- -- - - - -1- -} 8 ' + M U. t r- IA Q1 ... � � U J in U . ✓ U i � ' ♦.I S� r 1 1 - ♦ + N • + > I • N 10 < In • I- h I! t Y' l y 50.82' V.C. c mo rn 1' 1 - - -- - - - - - - - ^� U-54- 63)►- t . cn U - 14 � - f 4 .00 x t i o t o _ .- n - -- - - - - - : i 1 i 0 , 1 m w � ' I'g � � 1 i r � IQ ! LLJ rn 1 c? $ d1 o c�' ►� ►. t ! + p z I - f - - — t TANG - ^ , ^ m tT — I . 1 470 , �. -_- - - --- a "• o Mir 1 o r +, u' t Ly 43 84' 50.00' V.C. U Q -_ .. � 1 1 RIGHT I �_ C-) - " N o -- - - - -- -- - - - - - -' - - - - - - - ' �. GqT IPI t455.51 W Q _. � . U > r) 4- a3 n r - m w _ + - -- - - - - - - - - - - -- - - - - -- - 4r lu i •/ i • U • c� o a .N DUTH (� `' 4 .QQ N•b L, SOUTH -I� -- -- - oll- i 0 ♦ I ( 1 t t 1 } - - - - - - - 1 N C) r r� i01 O N — ' �4 r� O N _ � T _ • ♦ : 1 i If) r G I �; � o r < < - top SOUTH Guth Z dJ N � - - TO oduT�! — r _ t } ► 4 i ; ,* ; j H f I t ! t 1 - 1oP �LJTH CUKS f + e5ol.`16ON CUlt,b 10+ 00 11 + 00 12+ 00 13+ 00 14+ 00 15+ 00 15+ 00 17+ 00 18+ 00 19+ 00 20+ 00 - 3 CONSTRUCTION NOTES PROFILE SCALE 4' ' z , ��O _ / 3 I t�T 3°A.G. PAvEN1E►J�' puEfG 4'A.6• ? 3�, GUK5 CURVE tOATA VERT : 1 in = 8 ft '?' hEL-TA RADIUS LEN&TH �Co► T 4' w m s► EwA-j_I-E.K n-Y 5 f 05p. NO. 104 HORZ : 1 in = 40 ft 1,5 +-r' +1 ec2occ 2+3.3� SOLE: - � Id•4d tR" X00.00 yq;.;Z HANt:7fGAt� fZAMI� rEK GIT`f STd. No• /pit I -4o B -- - - - - l�roi- -r wKN�vzA,Y A1�GN f�lc GrTY vlTv fo. /o/-A Q 21 0f'4+" gIS.00 336.43 —coNST 6' wItOE coNc. CRojWs-�uTTcfe PeR ciTY sm• No. to&-A � ® 2'21'20' gCO.00 37.00 (It-IGLWEC MONOLITHIC CUK&) `0 9 Q go"14'03' 27.OiD 4253 t� ire I-OK ANW LI.00KWI�TM&-Y OAK cT, c14'58'27' 2700 4476 �- INSTALL STKMr-T NAME '31G�N 1-cm C►T'1' �Tv- 1.10. 1-C71-A 4rJ1-b (j aw 'SEC SHCtT �► O-- I HlV-TALL VTOL' sIc6N ICK CITY STP. NO. 401-8 S� S ,� 13p' �' q 1455' O /0 M „ — R m 10 f HINT ATO f' A,Nt.7 I8' 18� : t ec 14fs Do �D. \� 3 4' J J I I �.tO,uzT wr.T�c v �,ic In c- �.ac 11 4' �� IQ---A WJUST SI✓wetc MANHDL& To &SAJVE, h= q 71.24 o QI 5 ` ko \ _ 3 � W 17 18 @.-_ INSTALL FRIVA\TE DRAIN PER GRADING PLAN � I Mo 3?.o o © y I?.6 �Ol .IDS (&--CONST. LOCAL PEPPRF-65 WN FOR CITY STS NO 307 0 �• 11 a 145 r Qt dj �, , N �° 3 � 0 ��\k� , I _ �� ,'5�-- ADJUST STORM DRAIN MANHOLE -W &RADE pp � U F.• M � 2 / X830- � � q �� � 45�I 14 3 b ,� to ON II o ( -- CONST GU�BSIPE PfZAIN OUTLET PER C17Y 57P 107A _ , ,� �. ►0000 9 4 tip'' �? \3 0 3 16 II R�� Z / U 4 r �- O 0 ^� 4 207.111 3 I Z w q � 214.84 � � (� rn s,a .•. b •.--- ---lij `- —-- - - -- _ -- - - - - - ' �Q o �4. . • . G It �b k�� E N COUNTRYWO. OD PL, a `�•a N 8 c Ni 3 . -\ . . . o . N • ti1 � - N &-7-00 84.09 3 ,;�c; 3G. IS i3d-� N �RE`415ED DRtVF_*(A`f f'STREET TREE LOC AT I O N5 y Z�.eg uil 8, �� 'I �� �► DESCRIPTION OF REVISION DATE CI r 7 Q APPROVED - o°� °` r 1 + o � 'tr�4, CITY OF RANCHO CI�GAMONGA + • �� �. ' STREET IMPROVEMENT PLAN FOR 9 03 'V 4 �� � 3 � � + 3 6 94S + . 0 3 N * 3 0 o iA � � � ° • �G 0�- AF ice- I COUNTRY WOOD PL . - f _ TRACT NO. 14120-3 �• .3l E,.q C'/I1/IV q�1i1C/�</M C,4 1�lf'i;O�P.�! '��'A�i1<'h'or' TSE`' 3 5 W 5 QROf ESS/p APPROVED BY: /' DATEWM . J ►0 �� C Off ' CITY ENGINEER �1 � - RC.E NO.24963 �/� F2Fusco 1` - lie, 5 ►� v� .?� �t9 DESIGN �' 7w— Exp. D ��' 47'4- v v 1Ui NO. 04456& m T.D.M. CROUSE/BEERS a ASSOCIATES, WIG,l� MON EERI G Fix 47i-mts �►.. E OW WAO"AIRV-11it 04 03/31/02 DRAWN .a.rao� . r r,.x�. f „w.r�r S H E E T 2 of rS �f9 �1V It- @ j ,( 0 e o - pF C A� f/N OL/!�/Eft Q�7E CHECKED ROBERT At BEERS R.C.E Na 3"05 DRAWING NO R,M,B, a,�. 3-of-ii PROJECT SHEET NO. - OF_____ BENCH MARK NO, 148-B 1 � � URF: AT 1}•i�• N EG• HiGFil.�NvEtI1�N �,;AV'Es• # f 1 104. , ON C ,1E.� . EBF TtV1�A' V� AT `T H E N�W. , 0 ,A 4.'X ' tw N � Fm f 99:59' V.C. ! t I i i i I t i f 12hII�I t1L t= 5.4 TIS f S I : : 0 PI1497.65 > v i l i co ! ci r 1 i I l. t � � Fch : I I !4Tm ' - - - - ia/ d/4 i � N ^ 40' W l IV) U 16 t L1 k 1-' •� - _ � �'� cn - PI-1503.75 N i ' l I r { E w : o - _ c, U 6.12 Q - - ; - -- t - - - - — - -1- - - -- — 1 1 � h 1 Cn + ►* OI „ I Op WEVT CURS I ♦ o c� �+ t N l to ID - t N � .� , to ! N U to III U : o . 3 qq.6q' v c u W t _ -- -- - - - - - - : u) � �R L, 14�7. fl�) '` h .- + z cu � cn �- �� . I - - - - - - , , - + 3.10 i - +-- - - - -- - - - - - ' j 1 Ir � } ♦ « ror. or.GuK�: -- ���,: GTR� t i f r ,., 6j 2 6 ! # — i Ol J ID U O t N Jy✓ 1 ! 1 I I J 1 ! 1 l) 1D V - 10 _ + o '50:00 V. i !O � �N F_- h1f< g I v PI. 1509.72 + } ' -- - - t - 1 -- - — - - • t� r` _ N I ; 5 _ �-.-. : - -w� - __ _._� rn __ m., _ .N 99.69' V.C. _ _ _. . 1 t N ��- m N ! C . L . + - + .. I 1503 5.tj j —1 ; w -} — - - - - -� �tr cn / p cNv i +tr) � ►- r u' 6.17/ l i 1 a� U - ai - 1 _ o U 7AN.GR�� ,'a + N /• - C I N + * N IN : I . l Q6$` .C.- . -�r. v°D a r� --- — —+ } V - Ion•r - - - f- - - -t - f-- - - - 1 -1- y., .e , J O i � ♦ t� N > 6' � � iD o 1sT. - J I N � } N f7 II9 r F+ r ✓ J 1 1 1 -_♦ ... j V - 2 ' i to + N N IA , ..^^ M V 1 tcrl) M h+ � O ry — 1 i i I oo N crn Ao 1 • > I 1 15 0 �_ t _ -- - �Q' - 1_ 12/0 7AN. G1C:. In _. _ _. —�- I f N -r Q�- ��. U N —F" U RIH w N 6 E:A cn -r gq.Gq' V.G. > cv ONTRNCTOR l o VEA PEt Qfi DI LG2t�[5 RUOTIQ � �? i l i !n a- - -+ - - - +- 4 _ -- -I - - - - - — �- + , (F'• 1 1503.75) c t II N n I 1 1 - : d �!. 1 m{',EAST; CUM N i N : > : cu t1 - - . J r-� �. _ -. -: .F : -- - - + -- -- -- " 1 -- '�� I" - �•'► + 1�* O < o : -.._t _ _ .._, ♦ _-- - -4--- f--- - t - --.a ._. _._�-- - — -- - -, — - - : i ! r ' 5►t # ;Z In CUM uj E 2 � � ~ itvIm �N M� to c" �15 T TO p O 0 x , : -- N a r. i _ - : . 1 — f} - - - - - 4- 18+ 00 - - - ' G.I2'�o AN.6R j 1 ? I - ! { ! t i 1 -1`g+ 00 20+ 00 + 00 22+ 00 23+ 00 24+ 00 25+ 00 g4.5�o' oN CuR� CONSTRUCTION NOTES PROFILE SCALE GURi3 GUKVE pATA I7 LTA RAMIU5 LENGTH �-C:ON3T• 3"A.G. PAvCMEM" C)N4" A.M. VERT : I i n = 4 f t w Za--CONST• 8" CURS W/?moi" GUTTFfe f�TZ CITY s'rb. No. /04 14'OD 54 3�0 6.00 X10. I I HORZ : 1 i n = 40 f t - �-CONST. 4' WIvE 51t�EWA!_K F r-9 CIT`f 5TG. Nom. /03 . L 05T TRIA[. CT. ��LE� I"-40' � Ifo° Iq'OQ" 35'0.00 qq.Gq SEE �NEET 4 -co NST HP.Nr7tc,�P RAMP ICER C;'I-rY .07rp ND. /Ox G 14 00 S4" 332_00 . 3D ro�---CONST ro' WIDE CC7NC. CIRo!5 -GUTTEIC PeK CIT`( STt7, No. /oi-A 1ST op 90°40'00' 27.00 42.41 (INCLUt2ES MONOLITHIC, CUKVI) 4 _ _;_Ig' 2. 1N5TP,LL 5TFZEET LIGHT 5� LUMEN H.PS.�/• V3Y S.C. • 4' r-AI V F'CR ANp C:00Rt2I NA7_F-V WY 1 Vim!OF"'E�f°z INSTALL 13TI<F-ET NAME SIG7N 4�ER CITY STD. NO. 401-A, 401-8 OL `J -INSTALL. s�'O�' SIG�(y A1C CITY ern:;,. o,i - 4oI-Q u 24 10 PAINT 'DTOP ^NV STOP M� R 18 I 7 11 ADJUST WATEK VALVE To o"VF- N 12 AGJ UST SEWER MANHOLE TO OKAt?E r ► REMOVE 6ARRTCADE 4- * a- CONSTTRU GT DRIVE APPROACH tF•R CITY STD. DW6• NO. 101-A . . _ 4 cY � 6 dO � •� ,QErrrloNQ 'ay: QF ESS/p `A '014 q4 85 X3.05 „�•9�q ��R Nql �Q� .r� G Ot/Li F� - - �.2FUSCOE 2 '� c4 • 21} EX15�1t�G kae, Worail !M6 � NO. 044568 m tai 941 -i96fl �v��� >pC - xp.w % C NTRENGINEERING �t� 4�4t� _' - Y CNiL \Q *�-� -- -• _' • N - _ �L Or 1.A� • • l ! z= 1�0 72 ('10 6� _ q 6o �' 91.14 O ✓ .�/N OL/v/EFS �,'97E `� N RCE 4.LS6B,EXP 3/3/�OZ OU 00 \ 0 s s &SIREVI 5ED 0RI4EY1lA`f f STREET TREE LDCAT orls -L •do 0 � � 0 � DESCRIPTION OF REVISION LATE ct APPROVED o _ ,g Q9 Q ,� 3 m 2 N N CITY OF RANCHO CUCAMONGA 0 3 + S w Q° Ms , STREET IMPROVEMENT PLAN FOR 5 w s COUNTRYWOOD PL , OL � + � K�1M�o/ • c of TRACT NO. 14120. 3 APPROVED BY: y DATE- ` L EGEAiO FOiP 5T EET TEES CITY ENGINEER `'k ��«,�f RC,E NO. _ DESIGN REC MM D • 2O CA• C/��iV-4Mn��U�t�1 C 4M��/O.P-4 "r.�M�tin� r�EE' T. D .AA , CROUSE/SEERS l ASSOCIATES,_mc,�� DRAWN AW-4 ww)w- y a�rwams SHEET P. A.P, r)1 3 OF 5 CHECKED ROBFRT K BEERS R C.E Mr, "409 DRAWING NO R. M. B, PROJECT SHEET NO. _____OF - BENCH MARK -- - I -- __ -- - 1 { ♦ i , I - _ _ 1 1 -- - - - - - - - - - i I I A'T N8 NF-6- N 1C>HLAN D . h1 ati�'E I r i � t { f � �_ � ' tib' � � 16}-f1.�t•sk3�`�E. t } i - -- _ Wc. g� tt I t - - - _ Ave.' }� 4 i Dt' t f 1 -� � J- { � � i- �+V� r�lT �T'F� ly. ':O�' .X ' C�JR'.�' h[ I't� r gA11 } i , , , -- - i „ - I ! { ' { 3 .Eafg i 3` f , _ _ 4b•42.1 V;C• : - 1 I - : - I - ;. 2 - -+- - ' .. - i 6 V.C. ; + r Ls .41`# -- i 4 93 } i � f t z �- P I t 4 1 - - c� P I+1 4 3. 0 d(d. 3 S q2 �4fi.42 .'� ( ?Q•32 i m ' w ON GUfZC� : ON CO. ON CV. : i ! � t i ON GUS DN' R�✓ Ft Gtr �# � ;kF v i i i : J { 61r - � d t - i 09 U ' I W >D i 1 { L�44.76• U + ; ,. s U i4 - ' -+ _ f f31`ti G B W 0 -- : _ _ 1A U }�p ~ '� -- ;m 4] . 1 �1 ' to U -+ * R .�* �+ � . o � /4 d/4 fn � AD � , in + � o ~ -# __lry ~' - - }- 1 7 -- - - 10 w ID CM -- -- -- _ _ - __- - - - . _.__ ._ .. - - _. . c Im__ �_ _ . } } (V ♦ ._ ., - -- }} i �: Ol - i E Qi �- -•. NO - - - L T f i Wim ♦ { } to L) U : � � # Nf � •�; -� H t k01 -+ i I } 1 - L , t i + 1 l •�Sl N d co w f tlip I ' M7 ; i i .6 0;: rn 0o i ; I i 1 FL- { ._ _ + - i i t t r IP ��, : HOKTH G. 6 . ! w i V �- - -- , t ' I - j , > V. aq W ( cj PI- 14$2. 1) _ -- --- -- - -._ I _ jt 1 t -t ...- ---..I._ _ - i_- -- --- -- -- - --f -- -- -_- - - - - II - _ _ � 1 1 i i V i i o 0 to � to i � J r i 5 'V 1 C. Q' N � :R � Nv i ; - j I= 4 .•49 R' + - iL7 + Qj � •� 2 i t + � 6 � • Q" h R N Ti fV' I`f•�.,� �L -� - _� _ «t^? � V; r co ' V1 • .. ' ...-_tea ._ _ ._.. - � _._ ___r-.._....._ _ _ _ ._.- _ _ _. .._ - _- _____. _.. _ --- - _ _._.I • ^ , -. 4 CV i } �• ^ .< R A _i 1 _._ - + + _ :__ : - ' -J 1� i r F- t ~ O1 :tL1 -h { C' 1 1 C i f fA t ti� ' i 1 j 1 i U R g f } L tf� iF H a '' - 1 O - - .- r• . - - ^ - -- -I- - 1 8 , ♦ i X1.6. _ + - ' ' ; 1.20y. -Q,72 r - - - ! ? (v ! I i : G► I (� - 1 i ! Ql Q1 f� i + M) V Y O U 1 g {I r to N o , . - Sf P T. { I i ! - _ �+ !46,43 VX - _ . 4fi.i42'i �t�C. I { + � - - r : . 46.4� ry'1.9 _2 31 -. t •'16 ,{ _. i'-< a+. U P 1 1493.6 Z - - -- -- -. - r + - j PI+ 14 3.t0U i �i > - i f - > ,. !40:43. - m o N Gu leffi .OD y. 3� ON GLI Rb O N - { m w ON CLOM O,N 65• ON Co. } 5 i ch �; 0 � „t - j t � G � t i { f �. i i v N I O .. .I _ 42w �j t .; U - -- - ' T U -� UI ' ' W V ` 1 ' • ' i 1 U : i t� tN .- f - r z __ : - + ,00• V.G. ~ i _ •I ' I V1 W. "w ' 1 r~ ~ Q r 1 i to U i : do ! I= 46 .6 , 17 <t0 tD C I �♦ 144 + R - + t7 - { (71 t- - •. _. -.. . 0 4; i.--. O - + - { . - - > �O ` 1 + lA 1 ! O # tQ + 5 U r�i to t n r cif t 51 � rn ljl�p m' r�-� rn t i ( t w L a 4�.5�' � � � ' � ri I �R R► t - - �-� ® � _�-.� �' � � i _. , i-��o - _ - - .. - - _�___ _��. __ -- - - rte$ n. 11J - • N. 1 140 { { �D: en � H ^ ,� v< ^i tv ~ n ci v 4 �4 4 4 V� V r- r < N: ~- t ; t i .0 J + ♦ 1J w i + >w _.. cU . }} ll w •-t f T � � ; ; i ; _ .-. .R � I H � i � + � { � , - � . _ . � + ,_ i � W L- _ �� f.r '��- - -�� � � . ; • , rn 1 TD' C �. i J to �H � t ! i iE4-&i - 41 QD r ; S S I ICCs. SoutH i 1 ; j 6+ 00 7+ 00 8+ 00 9+ 00 ' 10+ 00 D+ 00- 7+ 00 1 8+ 00 j 9+ 00 10+ 00 PROFILE SCALE �E �•tEET 2 VERT : I in - 4 ft 5 5 1 HORZ : t in = 40 ft "� 0 ' 12 Ibl 18 12 4!15 b in 5 o + :. U I6 Q 17 ' 22 23 U 24 Q5 ti 14IL �' It" / ( o , y,�/ �. h o + `. G 00 Ys4- V ti .• �l�` b` o 26.1 65.4b qq.�l. �Ok�o'»� r ti 3• E fo4.6� \ �^ a � � � ons -� -� _ -2 .� - �0 '�� .� � . � �- . •� - ,�,°�:►� l� tib \ NS A ti9` III - c�.STP oo 13 �' -N o O Q� \,• 2C�.to -d, (Cori �� DC �. �T � � o _ 15 i'!°i5' ?� 6 4.� '<Ah hD` 47.r� v >U Q bpm �� •- 6 'J ut Q o 12 �s g O CONSTRUCTION NOTES 20 � ' N v Q� 13 QREVISED DRIv Wk\f sTfZ= TREE &-7-00 + a-CONST 3" A �• f-.�VEMr-NT ON 4"A•13• 19 5 3 8 LOCATIONS T t B!� Al " ��+, � 5 DESCRIPTION OF REVISION DATE r RUSTIC OAK CT 2o--CONST• 8 c-utzl3 WI2 GUTTER PER CITY STD. NO. 104 APPROVED CD SEE SHEET 2 �"'-CoNsT• 4' NDE Stk7EwALK PER GITY ST1O. NO. ! 03 Q 5 F SeE �3Ne�'t 3 �- IN5TALL STRC-ET LIGHT SSOO LUMF-N H.r5.V. 5Y S.C.E. Qw(}'c-SSIQN CITY OR RANCHO CUCAMONGA 9 AVJL15T ATEIC�VEITO TOKAbE: t7�V�L�(�ER L0.5T TRAIL CT �c�Q�v;l,� O O(/L/ G' STREET IMPROVEMENT PLAN FOR O F CUK15 CURVE t�A-TA �2 - AlIT SF-WEMANHOLE TO GICArE ui nlo. 044s68 r; RUSTIC OAK CT. AND LOST TRAIL CT. bEL-fA RAr�lug LE:NC�H 5Q-- CONSTRUCT DR►yEVVAY APPROACH PER G(TY STD D�/�• N4. 101-�1 , Exp. 03/31/02 �+ �� ® � ts°o0i oo" ; 112.00 2�.3L J�Q Civti.- O���P �,�pp' ��� ,�,� TRACT N0. 14120-3 (� q4°5� 37 27.Ot0 44.7<0 Of CALIF ® q0° 14'oV 27.00 42.52 "M. C•J)hn5 161451as ruIIz 6tt 106 APPROVED 8Y: , /�� GATE: • M L E�EtiD F-O� S 7-REE 7- T-�'E-ES FUSCOE Irvine, Clforuii 92606 Le. rt-3i-oi CITY ENGINEER - y, y RC.E N0:24 Q 5 5Q 02 j 3�2.Gt0 3'4-.G 7 RRttp � � - O5,*q,oZ" 350.44 �Xo.55 --, ENGINEERINGMont (949) X74-170V ;,Fr,V,�. a.- DESIGN REC0mM D T�'15 T'i Ni�1 lDit/,�E t'T,q "a?/SBA NE Z3� �C " F�.Y ( 19) ��5- 15 �F ��t'4 T. D.M. jROUBE/BEER8 i A880CIRTEB. INC. 38. 3 l cKf Er,9, p " iurt1 ■ Vte.-- 01" Od DRAWN �ReAsm- s = isr' ru~� SHEE1 qo°oo'co" 2-t or x2. 11 P, A.P. 02 , n 1• ,,w� 4 of .5/N OL/!i/E� SATE CHECKED RWRT At BEERS it C.E M, sms DRAWING NO .QE4.ss68E,r�J/3 /01 R,M.8. r -os•�4 1698 PROJECT SHEET NO. - OF i 01 046 M46 �D o m 201 70 -Acn N •--1 p cl: N D w p 1472,83. _. . BWC. .__.__.. _._.. . __ BVC _ 00 .N f O. T,C. 1472.83 T.C. .� o > j rn GI-5'.*TA. M.47 Co. STA. 6+29.90 9.90 a. N. M.OG• STA. 6+29 90 �. �Q r N N 1472.97 T,C. w 1472.97 T.C. w 0 it �2 q6 q O° 0 46 O _. Grp: STA• 147Z.`17 TO. F Ga. 9rA. O c7 � o . - STA. 6+53. 11 EVC STA. 6+53. 11 EVC fTl 1472.83 T.C. 14'72.30 STA. 6+62.00 SVC 1472.83 T.C. _. Z _ 1472153 C.L. u, �a.sr.4. 6+ c P o STA,/ 6+77.00 00 P W-Zg• 94 $ D/,� _ D ,a )� 7Q i� 147 .60 C.L. - - p1 N a -- / ST4. 6+92.00. EV . LB.Sr.�. G+yp,OO ¢ D/ I4F2.48 C.L. STA. 99.54 E.G. c W=1�' - � +,__�.____..._ ....._ STA. 6+99.54 E. ...__..._... _ _ . 6 6. 1472.29 T.C. / _.... _ . . 147249 T.C. � CD v° / i z _ cls�. c p • 1 / O 4 f / 1 z �p o Q e3 CO. STA. ,c � I Gt'y. 5TA �0 9� :1zL+ � STA. 7+57.06 �G. � S�'A. 7+57.06 PG. 0 7$ ST- 1471 .63 T.C. p 471 .63 T.C. o t� b•ST^ $G� i ,per I �� _57 tea' Z 2 $ c ?�, STA. 7+86.38 E.C. - STA. 7+86.30 STA. 7+86.38 -T+bG.3� E.G. ..rtS .56 E.C. � 1471 .29 T.C. Ir 1471 . 12 C.L. � 1471 .29 T.C, E.C, OD ► 1 t cnO p vi t1t o �► (1 12 Ig' 18 12 O Z r 843Z-00t 01A a N t a V� �_ $ $ n 7C 4' = C Q _ ► rn I z �i N -� AW- z � � N I [ STA 9+01 .57 SVC s.. ( STA. 9+01.67 SV c b $ O..rv..- 1 1469.95 T.C. �1r469.78 C.L. .. 485.004- O/A W:2 " I STA. 9+26.67 TSTA. 9+26.67 ch ch 9 4 W 1 1469.50 T.C. � ,� 11469.35 C.L. in I v I rnn I -0, I Ie r . q+51.G7 E.c.1C. I STA. 9+51 .67 EVC SIA 9+51 . 7 EVC ST 9+51 -67 E.G. . 1468.71 T.C. 1+68.63 C.L. 1469.37 T.C. Nka� TA. 9+55.93 I✓G. I 1468.55 T.C. t+. 1469.33 T.C. B 1468.07 T.C. \ r ST.�►.q t$2.Gt7•-14675f 1469.48T.C. m 1467.51 T.C. 1, rs STA.q+85.00-1467.74S n ��/ - p 1466.93 T.C. ro 1469.79 T T.C.C W SSTN. 10+00.00 2 W + t456 44-T_-c. ECR . _ 1470.21 T.C. ECR _ ...._ O 1468.08 C.L. O s� X � I TIT -� t?� N - j 00 y C>r 3 •0 C-) ? y Q Q ➢Z 0 0 0 n A-a > zzzZ C U) -4 of- -:4 -4 -4 -f -i rn D > t11 �'- a' U? n _ -4 z � D -� 1*, < -i rn gt ~Q Z I D D Q I s < �r N N rn p orn � 'M I -� rna no � rn4 � � � m �c D r 3 O v� N N O LA N rn P ?� o X N r L, rn p _ 3 0 ri BVC STA. BVC Z S� P s $ 1493.53 T.C. ch O o� 1493.53 T.C. 0 - a Gi'J. STA. r 'aO1„ G� 5TA• .� ��� N M.O.G. STA. 6+81 .4'7 � �"! M.O.G. STA. 6+81 .47 A �" � 1493.60 T.C. w c 1493.60 T.C. w 617 5TA. �._ °�' i� 14°13.66T.G. -4 h GPr+. STA: .. v , vo' .1► O+ .._ _.. STA. 7+04. EV r _ STA. 7+04.18'1 EV Q� O 1493.53 T.C. 14g2.g3 STA. 7+13,57 SVC 1493.53 T.C. a?� 1 Z 1493. 17 C.L. ST 7+28.57 Zs 1493.28 C.L, ..4 CS.srA• n r G STS+. STA. 7+43.57 EVC G! 5Th• I 7-f-4(.ff f /A ? _ c-� et° � w= �2' ( .1 STA. 7+51 . 1 G 1 93.24 C.L. ST 7+51 . 1. 5.G C 1 1493.25 T.C. 1 1493.25 T.0 '� S 1 I 7 f ' I o 01p. >a sT��/ E 1 Z 1 Z Z �. ` ooh ate` 0 ¢ Qb �! �, �tiN� mss? 9 �, + -t} 9 Gid. OTW CDA• GIS STA 1 ,,� G� p STA. 8+08.63 6G• 1 . STA. 8+08.6 �G (� U O 1492.91 T.C. O 1492.91 T.0 Z cD >3�o � � � ti's �?� •631gc I CR � � I rn I � � STA. 8 37.95 E.G. STA. 8r•37.95 STA. d+37.9 8-t �7•�IS E.G. tuv ' e 8+3796 E 1492.73 T.C. 1492. 6 C.L. 'r 1492.73 T.C. I` tr _ sr9 I I a+63.67 �9 6+53.57 D.C. TSTA. 8+53. BG• 5TA. 81«53.57 �b.G STA. 8+53.5 tJ►G• -- 7- 13 11492.64 T.C. O o 1492. 7 C.L. 0 1492.64 T.CI. O 8 f go.00,__D/A w o I Z r Ct�. E.C. 1 r �J ISTA. 8+90. 12 BVC STA. 1+90. 12 n.o. - 71 STA. 8+90. 12 ' LO / 1492.42 T.C. I 1492.25 C.L. = 1492.42 T. . E. 8f q7 00� off/; '•' 30 + - _. _._ ._.___.. _ _ ,r o _,• � O _ / u � STA. 0"'`.00 M'--- 0' VC ___..... .. C 1 ►--- ,, W:Z4' 1 L I 8 18 o IV - p 1491. 16 C.L. .. a 7n I ZZ •P c) STA. 9*15. 12 n d Lp 1 � 6� 1492. 10 T.C. ry ,c / w . ry 41 STA.1 9+30.00 z�0 OD ¢ ( v 1491 84 C.L. to 4: � 4� t I STA. 9+4-0. 12 EVC , st9z ° 1491 .43 T.C. 1 � � f q =_R � = 9+55.00 B.G:It. _ STA. x+55.00 EVC STA. 9+551 00 C- A. G•R. 11490.93 T.C. yr 1491 . 118 G.L. 1492.03 T C. 1490.48 T.C. +r""„ 3'TA•9 f1Q.OIQ-•14°10• 1492.07 TL C, ro. 1489.86 T.C. 07A•9•hM40�-MOZ71 , 1492.32 T.C. 1492.73 T.C. 1489.24 T.C. x. �• r,� R 8q - (tt O STA. 10+00.00 (Q �9 + y-. 1488.64 T T.C.C. ECR. 1493.25 T.C. $ 7 - _ OT 01 1 Ar 0 m n o D � O m0 Y Z Z m O ['Tl ; b v Z rn v _ r '11A�Dco � . . _ < - rn m_ rn z-+ z 0 mo m o 'T1 a A.�1112 -'� t m e D n Z - )'-•1=M D z o ~ '04 ° rii o n Z A It n �a °' Q < _ vs �c rri ._ r N 9 o w Ell 0 ry r rn z -� co 0 w z z O � rn o (r1m 0 Z o ry %u..._ N N At11 , o „ � .-i (_' 7C 7C Z o c(o 'v O� nom.. rn .�,_ Q on 0 =cn. r- 0 r .ql' ON GU K 1!�, M 148- I AT THEA N.E.GKFI{C�WLJ►,Nip C I 4 A4� s I 14 84 i , --+-- - r - - - 1 -4� �. li�h4f•{t�i'�-- , .{ �i __ i 1 1 rI 1 LJ f AVEpjYf �F? �± fN > Q dA d q�} f bC j ; �'" C# V N �L�VMO!�T - � I . i d Qr • I 0 , z t ♦ I N _ 4' 41 u - _ A I414 Y4 �/ � 130 i I NORTH.GURf� r: r " m I ;> : CID t_1 , 1 t r ! ci rn t - - - , t • L G 0TH f� t r 4 4_� . . . _i- ' 17 . 1 -- —lm ia_ �1 - — - 150.47'` V.C. N wT f ' ,� \ t f , N ,tn t- ay + _ _ , + c.) (P 1-1497 9 'f. il• M ;: •-i_ " tv I < •tn _ 4 + L E T , i r,LAO : : t • 1- • f i } , i 1 • ' K I ID i - + t} } M F- Cp t 1 I _ ; - RLLI10 3 ! :r ; l I �X IgT . ! �. ,�, . ^ t 7. - 1 ---!- ; -- ? - - r— t 15 0 - - - — + I If) cnI J 4(5 4 Lt to f- a , I -2 �- N-6 T- , 106.4-t' v�. b 'F C L } w * ,tu X i I i U ID ; . ± t 40 O ; 4 > - - • t •� v , , - - - -- - A _ �I D G + o 30 K t ♦ J t V i t �•/I ' iv ♦ i � ♦ ->i d 1G50.54Vt.Ca - { TOt� EXIST '�.�< :2 _ ,.� - _ 1 > . - 1 �: S t~n ,,� Icj t I W J Z - t - VV P 64 j 1 v i 50UT N G lJ R D',�,J o _ r-.. _ . 4l i rn ;� 1 1 i w i , i -.c i °o . L , th L3 Im li.. : ._1 1- _ t — < ' } 1 t 1 01— U) � 1 U M . r N � r t : , 1 1 _ T 1 :4 5 t , t _ - _ , i t I ! i ! � �' 645�i.Coq r W r . + III I 1 t I ,p 1� W y +- _ - - ,► t - - 1 • } 2 • \\ + 1 I , \ i 1 I I.-- ♦_.-_� -- _r : : -- 4 1 i : i i 1 : .. _ ,. - i - -i _ . : r' r __ - - - -.t - _- ._- - -- -__ _- - _. - _. -__ ---�._ t t i CONTRACTOR 'TO VERT Y . . i � �. , TOP 0O TH CURSCA cin w - + 1 – + + - + --� — -- — -- — 1 f- t O 10 y �u t I PRIOR ,TO CONSTRUCTI N U, 1LE) c t -- - - - i I t � . , t t t i , : - . _ 1 1 -- ♦ - - i -i : - - - - - - - - -- - - � 1 t , 41 + 00 42+ 00 43+ 00 44+ 00 45+ 00 r 46+ 00 47+ 00 48+ 00 49+ 00 -CONSTRUCTION NOTES ml PROFILE SCALE r 01)9?3 GUKVE VATA &—GONST• 4fA.G. rAYIrMr_NT 0VeX4-A•0, - VERT : 1 1 n = 4 f t Pe-LLT>, KAVIUS LE N&TH Go IST. 8" CUR b W/946 GUTTC R PCR CITY 5TI7• NO. /04 . NO. I s , \ T. 4 WI tt7e AL R GlT STt� O H O R Z : t I n 40 f t � u U• � 'b0`'20 20" S18.Gb 4�1-.q I �-GOh�3 t7E 5 W K ?'E Y u �4---GONeT HANp1CAr IKAMp MR GITT 5Tb. W. 10Z \ ��y / �• - O 2?'4!0'oo g22.GY 44x,82 \ UNTRyWp00 @--CONST t7r,1VEWAY APrKOAGH Mr, CITY 5Tn. NO 101-/► 49 *—foN3T LGrAL t7t=PI'eE�StON PEK CITY S�Ct>. NCO 307 1412 0 �(!? �• �•. O I I°2Co' 0 I" 0'i&.00 1'15 Q!o I '�.'1 D t '� � . INET LL 5TREE,T LIGHT 51300 LUMEN H.M.Y. Vf 0 1 1401. A 70 \ 14° 53" 00.DO 22-1.41 + x bev O R .. \ 0 EO 26 � `� � � ce }'AID FOR ANb GOOtZI�INATEt7 5'f CL f� II°45'4q" 822.00 18 1 �� V 4 T \� ,� —1NlTALL 5TKI✓eT NA me -31at4 MK CITY 9TG• NQ 4oI-�►,4a-a o/ ,�g6 q3°01'52" 27.00 411-64 \ _� 0 .a INSTALL 5T0r 81GN MR CITY sTo. No• 4ot-s 00 �z ��? ' " OC �� �'\ x \ct• t RA,I NT Sra?P AN12 STOP !�K �J iLf 1 �• - l� T o T' I 5Ce 2 .GYM 1. t � �tw6ENr tiQ�o 3\ 9 s Q Co 1 4 I b x p II At�•JU9r WATex VALVE TO 6KAIoE W ► tell 10 A �G -gyp � a--- Np r D L P�� �—A L;U T 5E K MIA N HOC- TO 6R/V 15 10 k�G I CONS . t�.K icArv; PER ITY 9 D• W. Isl-A (� (� a• � i _ � T R G T a� — C -- \\ D,1 I6 + Uti dJ 9 �v 1 ��-' , y I CONST EW 0 STREET TEWORAICY ��A +I ��" 4i ` 1453�y �- (°VM T I°ER CITY STt7 NO. /At , \ �\ `r K• _ •• 1 rl �--GON5T GONGKETE KIOINON TO THE 5AT15FAGT10N OF THE ClT7 \ bG 1 N +• ,a E >✓NGI N-.E-R I'1 wleE 8 TN ICK w HEAvY b1�M FINISH . Not. dOLS . . r 1 — — -- --- CU R�g I t7)= bRAI tJ Dll 7 LST - PEK UTY 57D. � N O SID. l D� A h 'AJUST ' . S'f02M Ch' 0 � ,�• � � h D �. ? t t � • n;►' p �� • �u�� �— �Q ►,�AIJ cJDL� -t•b �ec� REMOve SAINAICA4IE %� INSTALL MIVATE 0;ZAI�I 1ER 6r_A llt4jS I'LA�I 151.00 4 ��3 i Q 3 Z.►� � V ID � c D � Ib „r - �4 t' ,- � t- • IS FES z � � 0 clTr Q 7 VIM- �, �j ► "� �� `�_. o3 % d.� �Q� N G 04 �F DESCRIPTION OF RE VISION DATE APPROVED �•06 Ion I C-i f ,. , �t , ,� ,. , 33 NO. 044568 CITY 0F RANCHO CUCAMONGA zcc � � 1t tl ' orf Ex � p. 03/31/02 H ' I 11 ' * STREET IMPROVEMENT PLAN FOR ,o 0 CT. 2 `rj,� CIVIL O��\P °C VAQUERO OF OF CAL�� z tc SEE gH1. 2 - VINTAGE DRIVE �Er/ om/ s tgy: pNIG. NO grssr TRACT N0 . 14120.3 APPROVED BY* G ,� DATE. �CGIi l,I 249,53 9 _ i v ��%�' NOTE• RE'FER TO L A/V0,SC'Af E/�L A/VS t, �4t'Eifi S FUSCOE CITY ENGINEER � R.C.E. N0._�_ FOiP ,STiQEET TREES GN- l%//VTAGE.JR. �j ��6i b NODE IN 47{-I� E��. 1i�Jl�ef DESIGN RE y t T� D,M• RC pU$E/BEERS a ASSOCIATES, ENGINFEBING rxx vi-mis f�. ,• �.F`� Chi t ,.�' € ■ sumer" ■ pw-Anc '. rV., WA"W Ai W' 81x1( fr DRAWN faro.° rr� !F"° P" WOX"M SHEET P. P. 41• 5—..Of b f/N OL/{�/Ei4' Q,QTE CHECKED ROdRT At MEM R C•E• !t JIM$ DRAWING NO I-fgrz 368,E.r�3/.3/ 01 R.M.B. moo 3-oS-1'1 l�p 88 PROJECT SHEET NO. OF