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HomeMy WebLinkAbout1797 BENCHMARK: NO. 17-B ELEV. 1231.927 5' WIDE EASEMENT N'LY R/W. SLY R/W. AT NORTHWEST CORNER OF VINEYARD AVE. AND FOOTHILL BLVD., FOR LANDSCAPE MAINTENANCE 6' 32 FEET WEST OF VINEYARD AVE. CENTERLINE AND 77 FEET (FROM LOT 1 TO 4 ONLY) 33' 33' NORTH OF FOOTHILL BLVD. CENTERLINE, SET BRASS DISK IN TOP CURB ON THE NORTH END OF CURB RETURN. GENERAL NOTES 5' 11' 22' 22' 11' 13 BLOCK W 6'LL WI S 12" SAWCUT & REMOVE EXISTING AC i 2: 1. M work shall be done in accordance with these plans, the C of Rancho Cucamonga Standards 3'1 AVEME T RECONST. NEW PAVEMENT P dY 9 MAX. 3 RETAINING 2X 8' C F MIN AT NEW OSS GUTTER 2X and the Standard Specifications for Public Works Construction-current edition, including its annual „ , supplements of amendments. Contractor shall be familiar with and shall be responsible for adherence ___--- ---__ ---T--- .1 to these Standards and Specifications. `\ r'L_ ____-- $_ C.F.�.^ �J 12 PROPOSED SIDEWA �� ___- --___ �� 0 14 STREET TREE LIST 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 4 THICK y where improvement work is to be done shall be the removed, replaced, relocated or protected in STING A.C. PAVEMENT \ ITEM STREET NAME BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY place as required at no cost to the City of Rancho Cucamonga. EXISTING CURB & GU „ 15 ©8 SUMMERLIN PLACE QUERCUS ILEX HOLLY OAK 15 GAL. 40' O.C. 10 3. Any contractor performing work on this project shall familiarize himself with the site and shall be (SCALE 1 = 100') 11 solely responsible for any damage to existing facilities resulting directly or indirectly from his ®8 WESTBROOK COURT PISTACIA CHINENSIS CHINESE operations, whether or not such facilities are showi on these plans. 16 PISTACHE 15 GAL. 30' O.C. 4 4. A permit shall be obtained from the City of Rancho Cucamonga Public Works, Engineering 10 1 DUBONNET DRIVE PISTACIA CHINENSIS CHINESE 9 15 GAL. 30' O.C. 5 Department prior to any encroachment or construction within any City of Rancho Cucamonga PROPOSED WORK OF SAN BERNARDINO RD 17 easement or right-of-way. 12 - 12' 5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes shall be set at all hinge 66 t R/w I , 18 points, edge of pavement points within 0.01 foot oFsubgrode elevation and at not more than 50 foot NOT TO SACLE intervals. Additional paving stakes may be required by City Engineer as needed at warped or vertical =__ curve areas. 6 S -- -- - CONSTRUCTION NOTES FOR STREET TREES : 6. All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be s °R o constructed prior to paving. R/W R/W 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY 7. Compaction tests of embankment construction, trench backfill, compting original ground and 0' _ ( j 19 STANDARD PLANS. all sub-grades shall be performed at no cost to the City of Rancho Cucamonga. A written report with Ii these compaction tests shall be submitted to the City Engineer for approval prior to the placement of 30' 30' " 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS base materials and/or surfacing. 20 REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL ' I ___ 8. At the completion of paving, a materials report shall be submitted to the City Engineer. Listing all 12' 18' 18' 12TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACK FILL SOIL 4 21 AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. tests or determinations completed to verify stability oil content and gradation of asphalt paving. 1 I 4' 7 5' -7.5' 4' 9. Prior to installation of any paving, a materials report shall be submitted to the City Engineer. 1 I 2% 0.06' 2% I 2 z 3 1 3• ALL STREET TREE ARE SUBJECT INSPECTION AND ACCEPTANCE BY THE Listing all tests or determinations completed to verify: R-Value, sieve analysis and sand equivalent LEVEL UNE 22 ENGINEERING DIVISION. of aggregate base. 6' C. ' C.F. 1 --- 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 10. Paving shall be performed in accordance with R-Value and Pavement tests taketo determine 4 r,,•c __ � SN BNi1f1D'N0 ROAD structural sections. 5' 10' 6» 10" CONST. SIDEWALK PER CITY _ __-_- _ 5' -r+sr +ate s 1�z� :*: s s STD. PLAN N0. 103 ---_- _ ____-__-------- 11. When improvements are to be placed on native soil which consists of a rocky material, the sub- CONST. A.C. PAVEMENT grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids or CONST. SIDEWALK PER CITY PER CITY STD. PLAN N0100-A I CONSTRUCTION NOTES & QUANTITIES depressions shall be filed with a fine grade material of a quality better than the native material. STD. PLAN NO. 103 . INDEX MAP ITEM 12. 9 the asphalt concrete is to be placed on sub-grade, a soils sterilont registered by the E.P.A. for CONST. CURB & GUTTER TYPE A2-6 PER DESCRIPTION QUANTITY UNIT use under A.C. and P.C.C. shall be uniformly applied at the manufacturers recommended rate for the CITY STD. PLAN 104 + CONSTRUCT „ ON „ M . full pavement width prior to paving. LEGEND O CITY OF RANCHO CUCAMONGA STDT RAWINGINO. 100E RATE BASE PER 36750 SF 13. Estimate of quantities is provided by the Engineer only for the convenience of the developer, the 2 CONSTRUCT 4" CURB DRAIN PER CITY STD. DRAWING NO 107-B. 84 LF contractor shall make his own determination of construction quantities before submitting a bid. Any TYPICAL SECTION CONSTRUCT 6" CURB & 24" GUTTER PER CITY OF RANCHO Rem of work required by these plans which is not specifically listed in the estimate of quantities shallO 1490 LF ...FIRE HYDRANT S.............SOUTH CUCAMONGA STD. DRAWING N0. 104, TYPE A2-8. be considered as included in the other items of work. 60tR/W RL ..............RIDGE UNE N.............NORTH P ..............PLANTER W.............WEST CONSTRUCT DRIVE APPROACH AND SIDEWALK PER CITY OF RANCHO 455 SF 14. Street signs per City of Rancho Cucamonga Standard Number 401 shall be constructed at each B/W.............BACK OF SIDEWALK E.............EAST O CUCAMONGA STD. DRAWING NO. 101, TYPE R-1. intersection. T. 1 . = 6 EC ..............END OF CONCRETE SLYNLY.............NORTHERLY O CONSTRUCT SIDEWALK AND RAMP PER CITY OF RANCHO CUCAMONGA ............. EP ..............END OF PAVEMENT STD. DRAWING NO. 103. 6 EA 15. City approval of plans does not relieve the developer from responsibility for the correction of EX ..............EXISTING N/S.............NORTH/SIDE error and omission discovered during construction. Upon request the required plan revisions shall be o W TG ..............TOP GRATE FOL............FOLIAGE O CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. INV...............INVERT ELEVATION TB•••••......••TOP OF BERM DRAWING NO. 103, WIDTH = 4'. 5960 SF promptly submitted to the City Engineer for approval. AC............ASPHALT CONCRETE IS FS ..............FINISH SURFACE ,, , , INSTALL STREET LIGHT 5800 LUMAN, STREET LIGHTS TO BE PAID FOR 16. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout m m BP................BOTTOM OF SUMP PIT AND COORDINATED BY DEVELOPER AND INSTALLED BY SCE. 9 EA PP.............POWER POLE construction. Site shall be cleaned upon request of the inspector. o s� T.0..............TOP OF CURB C&G.............CURB & GUTTER 17. Contact all Utility Companies as required, 48 hours prior to excavation. Provided for your F.L...............FLOW UNE DS.............DOWN SPOUT INSTALL 15 GAL. STREET TREES PER NOTES AND LEGEND ON SHEET 1 22 EA convenience are the following: sal aERNaRo/.No Ro,ao F F.G..............FINISH GRADE PL............PROPERTY LINE F.S..............FINISH SURFACE WW............ WATER WASTE 29 INSTALL STREET NAME SIGNS AND R1 (30") STOP SIGN PER CITY OF 3 EA A San Gabriel Valley Municipal Water District VICINITY MAP F.F..............FINISH FLOOR SD.............STORM DRAIN O RANHO CUCAMONGA STD. DRAWING NO. 401-A, & 401-B. B. General Telephone 1-800 483 -3000 vo Tc SCALE H.P..............HIGH POINT IP.............IRON PIPE E 30 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 2 EA C. Southern California Gas Company 140 -427 -2200 Res. TC................TOP OF CURB . STREET DRAWING NO. 106-A. 216 N. Euclid Avenue Ontario, CA 91762 140 427 -2000 Comm. + SEE GENERAL NOTES 9 & 10 ON THIS SHEET D. Cucamonga County Water District 9641 San Bernardino Road Rancho Cucamonga, CA 91730 0 31 IN57ALL CUP551DE DRAIN OUT LET PER CITY 5TD. VW6rNO. IOTA - 2 EA (909) 987 X591 INDEX TO PROJECT DRAWINGS E. Metropolitan Water District 700 N. Moreno Avenue La Verne, CA 91750 (909) 593-7474 SHEET NO. DESCRIPTION F. Comcost 1205 Dupont St. Ontario, CA 91762 (909) 983-9895 1 TITLE SHEET (Portion of Red Hill) 2 SUNNERLIN PLACE G. MarksCablevisionM9) 9 987-6275 22 r. Q I SEE STREET IMPROVEMENT 3 WESTBROOK COURT 10808 Foothill Blvd 1120 880-0222 J & D U B O N N ET DR. Rancho Cucamonga, CA 91730 Z: PLAN # 1268- 112.7 2 1 I FOR SAN BERNARDINO ROAD SLOE SHEET 2 BY EOLLi EXISTING SURVEY MONUMENTATION 4 3 IMPROVEMENTS DESCRIPTION OF REVISION C 5' WIDE EASEMENT DATE APPROVED FOR LANDSCAPE MAINTENANCE 22 1 HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF I s' RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID EXISTING •'•• MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE _ ----- -- - --_ _ CURB & UTTER____- - -------- -.t.. - CI TY OF RANCHO CUCAMONGA ..� • .: PIANS AND ARE DESCRIBED AS FOLLOWS: - L_ ,:r;•, 1) 1" IP RCE 24838 DN. 0.25' PER TRACT NO. 9602 M.B. 132-13-15 EXISTING 16" 1 CENTERLINE OF n ------- I "+ ____� TITLE SHEET ACCEPTED AS C.L. INTERSECTION SAN BERNADINO ROAD AND E'LY PROPERTY WATER LINE I STREET n LINE PROD. - _ _ � - - SAN BERNARDINO ROAD EXISTING 16" SAN BERNARDINO ROAD _ _ WATER LINE � '�"-'-'-' EX .. ti� �W�ssssMs� � - - SEWER IN --- ----------------- W- ---- - -- SE E LINE AT SUMMERLIN PLACE DATED: _�-_��/ �! �f�� b�W10 EXISTING o- --------------------G--------------------- 1N- ---- G- -- - 77- - - EXIS N DAVE ROSELL LS 6281 '� t• �e"� _ GAS LINE ______�_--__ -_ ___________-____---- ---__-____kH• 2 NTECINE OF AND INTERIOR STREETS FOR TRACT 15955 a o ------------��__-----/-------- - --- ------�-______________ _ /oz A _________-_ _ ____��EXISTINGSTREET FES EXISTING ---_1-�--------a---_��__ GAS LINE �OP�O 5����� APPROVED BY DATEI * no.628i * ICURB & GUTTER 1 --------------- �. ANG c� F �� ��� I I � � � � .� '� tic, CITY ENGINEER�L � � , _l��{�' ���� R.C.E 0.24953 r I 0 z UNDERGROUND SERVICE ALERT �? I I I 46846 m DESIGN RECO EN D F oR � CK�� ' I I y rn WL EGL ASSOCIATES, INC. f CALL. TOLL FREE e� 1 1823 SLAUSON AVENUE, UNIT 1 � � Exp 12/i�1/02 , E, 8 g UTILITY MAP SANTA FE SPRINGS, CA 90670 v � CIVIL DRAWN TEL: 562 945-068 SHEET • ( ) 9 1 -800 (SCALE . 1 = 40 F o ,Foy- WL 1 OF 4 J 227-2600 CHECKED R'A'E' NM- 44 DRAWING NO. TWO WORKING DAYS BEFORE YOU DUG HJ DATE F1l.E Np, 00177002 I -797 HOR. 1 "= 40, BENCHMARK: T �9.�4 - N 1 0 7 SCALE: � � B ELEV. 1231.927 VERT: 1 "= H' - AT NORTHWEST CORNER OF VINEYARD AVE. AND FOOTHILL BLVD., �! a � (3 -+: 32 FEET WEST OF VINEYARD AVE. CENTERLINE AND 77 FEET ' • �I ao': (3 I I c5 O 18' L.T 6" C.F. > NORTH OF FOOTHILL BLVD. CENTERLINE, SET BRASS DISK IN TOP N IrX1I a co Oc t U a o I 00 0.4 0 CURB ON THE NORTH END OF CURB RETURN. 00 O U CURB o rn I Lo OLo i .+ U Mir- LoIn - F- r- Q H 00 F- V + U + U Ui tel: _ • + M to to il.O LL v I I I 0' .Ci Q - `_ U O t0 az _ �IS N_ E G i GRADE IST L _ - - o + / - > c0 00 cq M + 1* + `n to o (� c�i .0 I I 0. 6to I N to N IR O -t-- O p cO �. PRO 0 ' I .� P EDS 7 � 1 C L GRADE a O t` o O + 11 z fZ IQi (11 a O ♦ ♦ ♦ + N + O 1 W w .� O 0 4116 °' 157;5 '. =_ 964' L 0 + 1t V + 00 U II W a 00 a •I U ac� a tn r- coto I l n PROPOSED T.C. GRADE Loci N cz W q° I I �n � r v co v Lo zr o �• En - _ - 1,l N N �' CU .� �' N (V r ai O fJ �F -�- co O et O N OD O .O i i I �' U DOUBLE VERTICAL SCALE °° N + If _ __ 22 U m cC 0 r" ^ to U �, 17 �D , 1 v7 � t` - 3'2I� 3. 1 3'21 2�,_2 U U 50 U d•+ U 2• F- F- I j l X I NIG I 44 CU B - --- L 4111,59 II 0 1 I, 1 2 3 4 5 II II END OF SIDEWALK I I I I I STA. 6+11 .69 CONSTRUCTION NOTES & QUANTITIES ITEM DESCRIPTION it II ►� II II STA. 5+93.50 O CONSTRUCT 4" MIN. A.C. PAVEMENT ON 6" MIN. AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA STD. DRAWING NO. 100-A. CURVE TABLE 2 CONSTRUCT 4" CURB DRAIN PER CITY OF RANCHO CUCAMONGA STD. DRAWING NO. 107-B. II II i " " II cn II ! NORTH CURVE LENGTH RADIUS DELTA TANGENT O CONSTRUCT 6 CURB do 24 GUTTER PER CITY OF RANCHO II � II C1 43.24' 27.00' 91 '45'05" 27.84' CUCAMONGA STD. DRAWING N0. 104, TYPE A2-8. II Z II �r (SCALE 1 " = 40') 02 29.32' 112.00' 15'00'00" 14.75' O6 CONSTRUCT DRIVE APPROACH AND SIDEWALK PER CITY OF RANCHO 11 I i� STA. 5+38.50 C3 139.28' 38.00' 210.00'00" - CUCAMONGA STD. DRAWING N0. 101, TYPE R-1. II z II C4 41 .59' 27.00' 88'14'55" 26.19' O CONSTRUCT SIDEWALK AND RAMP PER CITY OF RANCHO CUCAMONGA II D I II e 6 6 STD. DRAWING N0. 103. II _o II WESTBROOK COURT N OCONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. II z II ui ° o w 6 DRAWING NO. 103, WIDTH = 5.5'. II O I I I STA. 4+83.50 SEE SHEET N 0.3 0 3 ;po w � 3 + OINSTALL STREET LIGHT 5800 LUMAN, STREET LIGHTS TO BE PAID FOR II II (L INTERSECTION °►moo co p 2 AND COORDINATED BY DEVELOPER AND INSTALLED BY SCE. II O I Ir 1 +69.49 SUMMERLIN PL s I N v vy 0D II D I I o =2+00.0 W STBRO K C I `�' ` �� o INTERSECTION ° , 1 II I II o t° 2+63.10 SUMMERLIN PLACES ,n + ©8 INSTALL 15 GAL. STREET TREES PER NOTES AND LEGEND ON SHEET 1 JOIN EX. C&G 1 I �'r- cn '� 0 3 FL 51 .0 c� Q "� =0+00.00 DUBO NET DR. + TC 56.18 1 STA. 4+61.00 vl'+ N , + L 51 .64 � co cV 8 ��1 T 49.7 I m o 1 cv ao N + 10 ,g a ® INSTALL STREET NAME SIGNS AND R1 (30") STOP SIGN PER CITY OF 48.10 FL E.C.R. _ B.C.R. +• E.C.R. 8 `� 9 tC .3b(3 -79.57 ., RANHO CUCAMONGA STD. DRAWING NO. 401 -A, & 401-B. C/L INTERSECTION II 3+ 5.00 1 +55 0 �°r 30 30 t : 1 +55.00 s N ,, ,.• �' ���- ' W - v 10 7 5.0 1 .13 ,., . . o ��1 CONSTRUCT CROSS GUTTER PER CITY OF RANHO CUCAMONGA STD. 0+00.00 SUMMERLIN PLACE I I I 77.37 r: 7 9 .82 5 90 DRAWING NO. 106-A. -4+00.00 SAN J UV) I C1 ,, .. .. :�;, i IC o.�. .' ,,o • 0 60.40 ��, 12 4+62.25 " " BERNARDINO RD I z0 _ _ _ __ __ W TC 5 .98 CUL-DE-SE Ado C_VSR61Pt DRA1N i07-A (3 ECS(. aL d INSTALL 1 SERVICE FOR 3/4- METER DOMESTIC PER C.C.W.D. STD. - I o TC 48.25 TC 50.1 TC 52.54 52.81 a 2 T 6 TC 60.64 CITY DWG NO. 2 I I V) I 6 CF 1 - 6" CF �040\ 8'55"E 2-51 17 _6 CF FS 3- 4 M 4- DESCRIPTION OF REVISION DATE APPROVED II - - �55. Jr _0 . ui I 47.54 FL x 4 t 16�.4�' 93.si SUMMER C52 5 2.15• S 60.9INSTALL Cu1Zt351D� DRRIN 01t1t�T (E R Ct7`( �VCt -NC'• I J A S I o c� I 1 C4 6 CF o ao S 54.97TC 62.16 I ••�:� z9 0 o T 9.9 •..•. . .:.°. ::. :. , �� :'..�•. . d ``� �� OR/VE CITY OF RANCHO CUCAMONGA T 46.60 46.85 FL r� v I `',k'� 00� BCR. 6,. CF 49.52' a 49.52 3 .55' �'p ". •:-_•. t I STOP }�;.'t ` Q� 35 47 50 12 00 �24 � - - TC 52. 5 E.C.R. `��'�_''�'' �- BC N C2 �' 53.38' �o TC 60.50 6 PLAN AND PROFILE 1 I :. 4+45. - o_ I 0+4 .00 itu 11 MIN o 6" CF 0 45.00 _ z o TC 5.35 ' I I 22 21 19 ao � 18 TC 56.1 WM 42.61 ' Ik 62 JOIN EX. CdcG I 'o 20 Q I co 00 17 1 O STA. 3+38.00 , I + is co c� c� O �- c� `n cv U ca co co 14 30' 33' Wo ; - o � - 0 u � � �' ± w � � mN I � wM w� o 00 1 w � � 16 1s �,��F SUMMERLIN PLACE I II IIS Il ca > if 0) U > II �'� t� > IIS �+ E3 + FE + x3 + x3 + �- � 3 + cod Q3 + �� ca Lo Q� o 0 o o p o 0 3o m + m o w �- TRACT N 0. 15955 6 x 3 +04 j 11 �o 6 QRpFESS/0 II I EXISTING UBONNET DR EXISTING p '� 3 + ��o �q� APPROVED BY DATE C&G (8" C.F.) C&G (8" C.F.) 6 p ��• g\NG L/ F t_ ��.�(cJtt `\_ )l t�.�, R.C.E 0.24953 UNDERGROUND SERVICE ALERT II I II SEE SHEET N0.3 �� CITY ENGINEER 6 45646 g m DESIGN EGL ASSOCIATES, INC. REC ,FORE } CALL: TOLL FREE �� I �� STA. 2+73.25 2 /02 W� 11823 SLAUSON AVENUE, UNIT 18 ¢ II II DRAWN SANTA FE SPRINGS, CA 90670 SHEET END OF SIDEWALK I� 1-800 STA. 2+66.00 SUMMERLIN PLACEq�OF1Fp WL TEL: (562)945-0689 2 OF 4 227-2600 .LL R.GE NO. 440 _. CHECKED DRAWING NO. TWO WORKING DAYS BEFORE YOU DUG HJ //�� DALE FILE NO. 00177002 17 1 7 __, .... .__. . .. ..-•---rte- --- -- _ ._. _. - - - - - -- -- . HOR: 1 "= 40' 2.185' V. BENCHMARK: SCALE: L NO. 17-8 ELEV. 1231.927 VERT: 1 "= 8' L_1 AT NORTHWEST CORNER OF VINEYARD AVE. AND FOOTHILL POP U _ BLVD., 32 FEET WEST OF VINEYARD AVE. CENTERLINE AND 77 4 RADE 1$' ' v tO i v `� V� _ co FEET NORTH OF FOOTHILL BLVD. CENTERLINE, SET BRASS DISK L.T. 6 C.F. p ,N OSE T.C. IN TOP CURB ON THE NORTH END OF CURB RETURN. PROP � ADE Y M 00T �cp IN - m � r Lo Y + � 4 w U �- ao _. _ T.O. GRADE ' w m ' -- - -- - - - -T4. 1 3 1 23 21 2 .21 2 3. > �1 _ ' - Mi- L-29. 2 01 IS NG 8 I- J Ek � N Ti 4 324 -619.614 -IT-57.$2 j i _ � 1T N � E S GI N GRAD A7 cc- co I ` of 0 q0 _ U 1 0) r.t it I NG w -EL _ ,n GRADE AT o _ _J -� ,.� TO E.P. ,� o �, : PROPOS Q : - - - - - z - N - � - W 1 a 1 PR P SE 20 VC GRADE o 0 o j r` ao 1141- I 00 + N 2.165' V.0. *- I o DOUBLE VERTICAL SCALE �; Lid 4L .1 a RADE 1 `�' co _ 0 L R.T. N P OPOS D C. - i r NCIO 1 i 1 i 1 1 1 r - E_ I STM G 18 �- ,n w m 1X! U T.C. GRADE F- m on i > ' 221' 4' Lo L-29-32' W. ' CURB WITH 4' LON 0 1 2 0 1 2 CONSTRUCTION NOTES & QUANTITIES ITEM DESCRIPTION O CONSTRUCT 4" MIN. A.C. PAVEMENT ON 6" MIN. AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA STD. DRAWING NO. 100-A. OCONSTRUCT 4" CURB DRAIN PER CITY OF RANCHO CUCAMONGA STD. DRAWING NO. 107-B. s s SUMMERLIN PLACE O CONSTRUCT 6" CURB & 24" GUTTER PER CITY OF RANCHO N 00 I DUBONNET DR SEE SHEET NO. 2 CUCAMONGA STD. DRAWING NO. 104, TYPE A2-8. w CD 0 > � s SEE DETAIL HERERON I O CONSTRUCT DRIVE APPROACH AND SIDEWALK PER CITY OF RANCHO 5 CUCAMONGA STD. DRAWING NO. 101, TYPE R-1. � �� � Q: 3 + cow �- - - - -�- - to 94 � 3 + o o w � 00 I o cr- 3 + ITC 52.54 1 0' 30 �'� TC 52.65 1+34.06 O CONSTRUCT SIDEWALK AND RAMP PER CITY OF RANCHO CUCAMONGA o 6 OF UBONNET D STD. DRAWING NO. 103. 6 oo I 6' OF ,:,::� f a am o 18 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 8 j,ri y N (L INTERSECTION I E.C.R. iv O 8 TC 52.47 I 0 (49.11) TC DRAWING NO. 103, WIDTH = 5.5'. `L 0+00.00 DUBONNET DR. +86�89.50' 4 d B.C. W ± f " �O INTERSECTION =2+63.10 SUMMERLIN PL �.�. ��' a (48.44) FL+ 7 -----. -_ 2 INSTALL STREET LIGHT 5800 LUMAN, STREET LIGHTS TO BE PAID FOR 442+00.00 WESTBROOK CT ;. ` 5 ° `2+14.49o�L:.,•`..►• I .1 +69.49 SUMMERLIN PL '�' ________ AND COORDINATED BY DEVELOPER AND INSTALLED BY SCE. 6.6 ' 7 I � C4 0 s �R/VE C o TO 59.4 C •o o"' ;;, . I c� 19 Ncc rn WM 48.84 FS ©8 INSTALL 15 GAL. STREET TREES PER NOTES AND LEGEND ON SHEET 1 16 ^�b TO 53.8 _ 1 I f r7 BONNET I RN88D06'00"W- t 49.1 1 TO " ESTBROOK C - ( ) INSTALL STREET NAME SIGNS AND R1 (30 ) STOP SIGN PER CITY OF 134.06 ( ) RANHO CUCAMONGA STD. DRAWING NO. 401 -A, & 401-B. 14.5 TC 59.74 _ 151 .16' 2.2 FS o 51 .17 FL 52.81 TC 51 .67 0 48.44 FL s S88D06'00 a TC 52.3 8 I C FS 6 OF ° CONSTRUCT CROSS GUTTER PER CITY OF RANHO CUCAMONGA STD. �� 60.00 T _0 00-0 51 .87 FS o o - ------ O PL C 53-80 53.60 FS 6 F s DRAWING NO. 106-A. 14.83' FS __ I F �• TO 52.65 .•a I .• ------ -- v'r, TC 59.52 TO 59.44 4 N 7 0 ° 6 CF ".: .• � 88.58' EXISTING a; `L B.C.R. 4 r'" o '•� :�. 36. 0 .N �:.�-.. .�;. ; I � � O 2+18.10 STREET LIGHT y x �0, WM _E. f7 _�� a 1I o ciTY 0+48.84 61. 8 52 �. 49 00 1 '., I e «:•.:•' •= I �i� 19 SCALE 1 " = 40' DESCRIPTION OF REVISION DATE APPROVED CUL-DE-SEC 38 ( ) TO 52.47 d u•i 0 30 L + 3 � 21 � 7 � wo PL .U + y t �In TO 50.07 x SUMMERLIN PLACE uj 6" OF CITY OF RANCHO CUCAMONGA w � "' w � " SEE SHEET NO. 2 w E3 + � 3 + � SUMMERLIN PLACE (SCALE : 1 " = 40') F 3 + ± PLAN AND PROFILE 0 o s 6 SEE SHEET NO. 2 WESTBROOK COURT CURVE TABLE DUBONNET DRIVE WESTBROOK COURT CURVE LENGTH RADIUS DELTA TANGENT DUBONNET DRIVE c1 43.24' 27.00' 91 .45'05" 27.84' TRACT N0. 15955 QRpFESS/p C2 29.32' 112.00 15°00'00" 14.75' ��o �N� cl � APPROVED BY �� J DATE C3 139.28' 38.00' 210°00'00 - �S qti� ti= CITY ENGINEER �_L�{t'` l/ uR.C.E 0.24953 UNDERGROUND SERVICE ALERT asaas � DESIGN WL EGL ASSOCIATES, INC. RE777 FoRf CALL: TOLL FREE C4 41 .59 27.00', 88-14'55", 26.19 , !Exp. 12/3 2 , 11823 SLAUSON AVENUE, UNIT 18 SANTA FE SPRINGS, CA 90670 � ` vii DRAWN TEL: (562)945-0689 SHEWL ET OF 4 1-800 'c of cAUF 227-2600 CHECKED R.C.E. N0. 45W DRAWING NO. TWO WORKMG DAYS BEFORE YOU DUG HJ DATE FILE NO. 00177002 1 -7 17