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HomeMy WebLinkAbout1909 STREET AND STORM DRAIN IMPROVEMENT PLANS GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO BASELINE RD. VICTORIA ARBORS CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PROJECT SITE CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. VICTO IA A 0 S CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. Y CHURCH Q ST. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER FOOTHILL BLVD. �� METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THET ACT NOm 16369 RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE ARROW RT. SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. Q 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH ¢ Q Q THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES CITY c o CUCAMONGA RAN HW IN THE w z Q Y Q RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. , 4TH ST. 4. A PERMIT SWILL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 4 � � VI UNITY MAP 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING - - ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF NOT TO SCALE RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE T . MATERIALS AND/OR SURFACING. Y �l s, WINER 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY _. f ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. P 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. O 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY �1 �i 5 O MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ' 4 ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE �j i 6 GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL C� ±�. �. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED 14.4 a i : BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE ;_�; � a MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. - � Q 4 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 BYL:. THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE 3 CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE _t CONSTRUCTED AT EACH INTERSECTION. 6 Iv 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON < REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ` ENGINEER FOR APPROVAL ' } A r �l 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, - THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE - QU INSPECTOR. 3 •t r a 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE - " PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- _ OO ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- FACTION OF THE CITY ENGINEER. kO0 0 UTILITY CONTACT F o L E G E N D CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS S PRIOR TO EXCAVATION: GENERAL TELEPHONE COMPANY: (800) 422-4132 9 DENOTES STREET PLAN SHEET NUMBER 280 SOUTH LOCUST P.O. BOX 2920 POMONA, CALIFORNIA 91766 INDEX MAP 10 DENOTES silk DRAM PIAN SHEET NUMBER SOUTHERN CALIFORNIA EDISON CO. 1-800-655-4555 SCALE 1"=100' hA DENOTES PROPOSED y-( STREET LIGHTS 7951 REDWOOD AVE. ).-< FONTANA, CA. 92336 CUCAMONGA COUNTY WATER DISTRICT: (909) 987-2591 DENOTES EXISTING STREET LIGHTS 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CALIFORNIA 91730 6L DENOTES STREET NAME SIGN DCA CABLEVISION: (714) 987-2225 DENOTES TRAFFIC SIGN ARCHIBALD AVENUE, SUITE H �_ RANCHO CUCAMONGA, CALIFORNIA 91730 SOUTHERN CALIFORNIA GAS COMPANY: 1-800-427-2200 RES. 216 N. EUCLID AVE. 1-800-427-2000 COMM. ONTARIO, CA. 91762 METROPOLITAN WATER DISTRICT: (909) 593-7474 700 N. MORENO AVENUE LA VERNE, CA. 91750 REVISE SD L.INE'A-9'; LATA-9,1- ''A -9.11`, 0 10-14-03 PACIFIC TELEPHONE COMPANY: (714) 999-5639 A- 9{I2�' oN SHT. S to •sMfZ, coNS7. �yIIT, A00E0 SD �-�►i �►� A-36 014 SHT. &A PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SPECIAL NOTE: APPROVAL OF THESE PLANS DOES NOT CONSTITUTE ENGINEERING DESCRIPTION O F REVISION DATE CIN AUTHORIZATION TO ISSUE BUILDING PERMITS OR FINAL. OCCUPANCIES FOR ANY APPROVED: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES STRUCTURES HOUSE/HOME OF TRACTS %M HEREON' CITY OF RANCHO CUCAMONGA SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PERMITS/OCCUPANCIES SHALL ONLY BE AFTER ALL CONDITIONS THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON AND TERMS ARE CARRIED OUT TO THE SATISFACTION OF THE CITY ENGINEER STREET AND STORM DRAIN IMPROVEMENT PLANS FOR THESE PLANS. AND/OR AS NOTED IN THE RANCHO ETTWANDA DEVELOPMENT AGREEMENT 00-02, ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED ON FILE IN THE OSE OF THE CITY CLERK. VICTORIA ARBORS TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS TITLE SHEET AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION TRACT NO. 16369 THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH EXISTING SURVEY MONUMENTATIONAPPROVED BY DATE:/v REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION o Q�pf ESS/CN9l CITY ENGINEER _ RCE N O 24953 I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUM OF RECORD(S) THAT COULD BE DISTURBED BY �, `l C. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST N THE FIELD ARE SHOWN ON THESE PLANS AND ARE tiQ�� �o �� CITY OF RANCHO CUCAMONGA DESIGN Moi„ ,,,�R,,,, A» RECON NDED DESCRIBED AS FOLLOWS: cn v, s - SW%]50 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF No. 20596 �" z R.P.P. THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS " ''' BENCH MARK NUMBER 10051 .a�E�M kwEw,CA♦1261. REQUIREMENT HA APP I IT T NORMAL WORKING NONE Exp. 9-30-05 STANDARD PACIFIC HOMES ELEVATION : 1300.686 DRAWN P, ;) SHEET S LL LY CONTINUOUSLY AND NOT BE L M ED 0 0 L 0 * " f C"B t T2 FAT(: O41-251-0516s SET 2 BRASS DISK IN CONC. CURB STAMP ITY FHOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER DATE •(� � CIyIL �Q' EDC 0 M- " AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN -- 9TC INLAND MPI RE v I V I S I O N RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST E.V.J. H E R S G I N E E R f s u R v E r o R s 1 OF 6 ANLEY C. MOVE RCE NO. 20596 OF' CALF CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 263- ,F=( Ancon Suet , Suite 200 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 � NEGLIGENCE OF THE OWNER OR ENGINEER. Comm Cali•�rnia 92879-133CHECKED 0 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END E NO 20596 DRAWING NO. V Tel No 909 372-9500 faa 909 972-8510 S.C.M. Q •F CATCH BASIN 2 FT. NORTH •F E3EGINING •F CURES. DATE Z '0ILE NO I:\52526\IMPLANS\TR 16369\SIP01.dwg 7/22/03 PROJECT SHEET NO. OF CONSTRUCTION NOTES & ESTIMATED QUANTITIES STREET TREES SCHEDULE: LEGEND STREET BOTANICAL NAME COMMON NAME MIN. GROW SPACING SIZE QUANTITY ORIENTATIO STREET IMPROVEMENTS SPACE R/W R/W UNIT QUANTITY ROYAL OAKS DRIVE BRACHYCHITON ACERIFOLIUS AUSTRALIAN FLAME TREE 5' 30' O.C. 15 GAL 13 EA. ( 1. CONSTRUCT AC OVUL---4:- AB. (INTERIOR STREET MIN. STREET SECTION). SF 69,050 60' 2• CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL 104. LF 3,820 WINERY DRIVE LAGERSTROEMIA INDICA LAVENDER CRAPE MYRTLE 3' 20' O.C. 24' BOX 7 EA. 30' 30' 3. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. SF 15,280 'MUSKOGEE' 12' 18' 18' 12' 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. EA 6 5. CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. SF SUB-TOTAL 20 EA. o --- 6. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 TYPE R-1 (W= 16'; X= 3'). SF 5280 3 0.5'_ 4' T 0.5' 0.02' 0.5 7' 4' 0.5' 7. INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. EA 2% 2 7 01 ,\ 1.77 2 - % 8. INSTALL 4" SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. LF --- 3 - - 9. INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. EA 5 10. INSTALL STOP SIGN PER CITY STD. PL 401-8 (R1). EA 5 11. STENCIL 'STOP" AND STOP BAR. EA 5 R 67 Tl 6.0 12. INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. EA 14 ESTANCIA COURT MAGNOLIA GRANDIFLORA NCN 3' 20' O.C. 15 GAL 29 EA. 13 ADJUST SEWER MANHOLE TO GRADE. EA 8 'ST. MARY (TYPICAL) 60' R/W - INTERIOR STREET 14. ADJUST WATER VALVES TO GRADE. EA 12 SAINTSBURY PLACE QUERCUS ILEX HOLLY OAK 5' 40' O.C. 15 GAL 13 EA. 15. INSTALL STREET TREES PER SCHEDULE AND NOTES HEREON. EA 82 = N.T.S. 16. REMOVE EXISTING WOOD BARRICADE. EA 2 ARBOR LANE GEUERA PARVIFLORA AUSTRALIAN WILLOW 5' 20' O.C. 15 GAL 20 EA. Z 17. INSTALL WOOD BARRICADE PER CITY STD. DWG. N0. 131-A. EA 2 18. INSTALL W53 SIGN AND POST OR STREET LIGHT. EA 1 SUB-TOTAL 62 EA 19. CONSTRUCT HANDICAPPED ACCESS RAMP PER APWA STD. PL 111-2 TYPE 5 do DETAIL HEREON. EA 1 0 LnIn 20, C,0WST9-tJGT LOCAL DEPRESSION PER. CITY STP, PLAN 307 EA 2 STRAIGHT GRADESTORM DRAIN IMPROVEMENTS 8' 8' 30. CONSTRUCT 18' RCP STORM DRAIN ('D' LOAD PER PROFILE). LF 130 � MAX. MAX. STRAIGHT GRADE 31 CONSTRUCT 24 RCP STORM DRAIN ('0' LOAD PER PROFILE). LF 31 Nle Mme% Nle 8.33MAX% `�'!� 32. CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. N0. 300. EA 5 33• CONSTRUCT MANHOLE NO. 1 PER CITY STD. NO. 318. EA 2 TOTAL N 34. CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY STD. NO. 336. EA 1 PLANTING AREA "l PLANTING AREA 82 EA. 6 36, REMOVE BRICK AND MORTAR SEAL FA 5 - I 39. CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. NO. 331. EA 1 C CURB FACE) I 4' f 4' _ 4' 40. CONSTRUCT 30" RCP STORM DRAIN ('D' LOAD PER PROFILE). LF 7 41. CONSTRUCT 36' RCP STORM DRAIN ('D' LOAD PER PROFILE). LF 545 42. CONSTRUCT BRICK AND MORTAR SEAL EA 4 CONSTRUCTION NOTES FOR STREET TREES 19 CURB RAMP 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. N.T.S. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. In ADDED GON 5T. We rr-E 20 DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA STREET AND STORM DRAIN IMPROVEMENT PLANS FOR Q�°FEss '°N VICTORIA ARBORS ESTIMATES OF QUANTITIES, TYPICAL SECTIONS, No. 20596 m STREET TREES & DETAILS Exp. 9-30-05 crvl� �P TRACT NO. 16369 OF CALF APPROVED BY DATE:, y CITY ENGINEER �`� �'��� - RCE NO 24953 CITY OF RANCHO CUCAMONGA DESIGN MORSE 17220Redh11Are. RECOMMENDED R.P.P. SW*3W BENCH MARK NUMBER 10051 DOR 1 C H 1-im,CA 92614 STANDARD PACIFIC OMES Voices 949-251-0821 ELEVATION : 1300.686 DRAWN " _ Sc„yS12 FAX- 949 251-0516 SHEET SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF �F< L I N L A N D E M P I R E Di V I S I O N RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST E.V.J. PLA E RS ENGINEERS SURVEYORS 2 OF 6 255 Fast Xineon Suet , Suite 200 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED20596 DRAWING NO. Comna, Calitbrnia 92879-1330 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END NO Tel A (.909) 372-8500 Jaz (. 0.9) 372-9510 OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE �.SFILE NO O I:\52526\IMPLANS\TR 16369\SIP02.dwg 8/22/03 PROJECT SHEET NO. OF t t=1319 t�s?9J�2' 5#.52` TiW .2�' 0.'0 0.0 50' W L-0.64' as L-a.64' 0.0 i 1 Pl= 1 f2 , i i I ab25 j I , ! 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L-67 E« { N �hg� g� -'�- Q N I 0.=/yam I 7A�� } w TOP OF S'LY CURB R=127675 r r A .. _ ' __. _ _ _ _ _ .__.._ _ _ _ . __999.9.___ __._ __ _._.�_ _._. _ .. . __ _ _-_--._ ._. .� __ __ _._ .._.- __.. __. . -_ __-_._ __�._ _ _. .___�:�__-__._� ___.___ ...__._.�-_._ _.-___ r.-,--._.---.-- _, . .____.__�._..�______. ---_, , ._. ._ __Y ___. _ _ _ .-�___�_---....._�_�y___ �_F_ ___.� _ _.__ _ _,.-____._._�e. _.�._ _.. ._ 1?T 5 f.aas ._4 _w 5 1280 }?80 - . t _ i $N N - t Ild JV►CIIVIT O ^ A A 50' YC 4- 2.70- ab fff i , f i f f A ] � A C,4 I A A PRORLE SCALES A HORIZ I i _ _ ._ _ ._ . _ ._ . _ . __. _ - a_... ____ _ _._� 99_99__._. ��.-_-�.___.___ _._____.�_._999.9__.._�._._.�w__�____�_ ._.__._______._.______..-..�__.___ ________ _..__ _ _ VERT. .14X J- }?�5 10 11 12 13 14 15 17 M 18 19 20 21 PLAN SCALE 1"=40' 6 6 9 0 . INT. 1 6 - 6 6 X12 ESTANCIA COURT d g SAINTSBURY PLACE 10+00.00 ESTANCIA COURT m 3 1 N 18+73.20 ROYAL OAKS DRIVE 6 6 m o o co p SEE LEFT HEREON + �' o W SEE SHEET NO. 4 v � rey II j p Q1 N - S 60' R N � w O a p _ � o �, o qy °S o N N N N W II , I� �O N ti h , h � a� W p o coo � �, 3 3 W=4 2 0; �v w .� �n + 30' i 30 A �cz, w �' g m � 15TYP. / In + ' ci �iov o , 3 � 3 18' 18' 2 O o � .' „ ~ co cd 2 � vp $ { a + 3 ^ 15 TYP L ^ Q15 TYR- 3 W=4' �' 40' 20' 0 10' 20' 40' RIvE o - 3 W=4 ' 5 00 + < - �, k w w m w 3 W=4 10 - _ D N � � �� O , w w 1 IA W _ OAK �N w � 3 W=4 8.r vZl ROYAL �T HERE o $ o - - - -- - -- 1 =40 GRAPHIC SCALE R RSG 2 a m Qhs A - - -- -- - -- - -- -- L SEE o 00 2 E 33.9' 13 Z G 16 _ - - o --- - - --- g 4 t 11 rj 3� 4 2 g / 13 43.6' ` FC 60 �p 2 13 ,C 2 o M 2 --- ------- --+- / 12 __ ca - --- - --------- --- ------ ! 2 2 4.T __.,._._ _ 0=��^� - - 2 14 _ _ 1.8' `I�l I __, _ . ... o •- ,._- . ._, ... _. .._-._.._9999_.< 9, ` �� � 8' _ 21 2 29 6' 1. o 0 3 W=4' ry o �' o �* r� 3 W=4 p Q, � �,� 0 15 TYP. `�' m 15 TYP `�" coo by - �, o TYP 3 W=4' f .� •� II ^ IIS �., pA � w ao F /NT 3 W=4 `� II a co 3 + a 3 W=4 o II °o 8+73.20 ROYAL DRIVE N 3 3 (n a HI II V � w � h A 18 _ -+LA w w C14 "� �' ,+� Cp + 3 f 0+00.DO ESTANCIA OURT a 1 a p Z� w7-4 006 w \' 7all 8 4F` A � 3 6 6 6 o' �u 1 12 6 3 6 0 6 � � � � ,� ESTANCIA COURT 6 ROYAL OAKS DRIVE i rn LEGEND o o O o b ■F w V co 40' 20' 0 10' 20' 40' � � � ^ � N 10 10 CONSTRUCTION NOTES D CONSTRUCT AC PAVING PER CONSTRUCTION NOTE 1 � =40' GRAPHIC SCALE + � ri t � � � t40 940 1 CONSTRUCT 3" AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION). 5' S' 14' 6' S' � ►� ^ � ^ � ^ � � ►� � � O NN NN NN NN NN c`' N NN Q2 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. ► v O C�71 O O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. v v o' 4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 03 N CO STR N v N HCUCAMONGA ITY OF RAC 0 O5 CONSTRUCT CROSS GUTTER PER CITY STD. PL 106-A o $ 5' v � o _n Ill © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A. $ 0 6 ti N STREET IMPROVEMENTS - PLAN AND PROFILE o �' " �` �o b b b v 5' 5 14 6 5' O QROF ESS/pl Q7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. $ 14 ; r' CURVE TABLE `` `` ROYAL OAKS DRIVE ® INSTALL C SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. 5' �' T # A R L T wNr 5 n` A 90° 00 ' 00' 27 . 00 ' 42 . 41 ' 27 . 00 ' ~ ~ �' �' �' ,� r� ,� N J' �7 9 INSTALL STREET NAME SIGN PER CITY STD. PL 401-A do 401-B. T` N N "� "� '� ^ '� '� No. 20596 m m AND ESTANCIA COURT co K co co h _ uj co 'o cd co `� " co C.B. 67 o0 00 * Exp. 9-30-05 O B 19e54 10' 318 , 00 110 . 46 55 . 79 ^ ^ ^ o � ^ C. 68 � ao ^ N oo � M' ao 1 OP SIGN PER CITY STD. PL 401-B R1 . C 19 54 1 0 3 0 0 : 0 0 1 04 , 21 52 64 ^ ^ �, ►� ^ ^ + + + + + + o INSTALL STOP ( ) N N N N N N N a a a s TRACT NO. 16369 O , ww ww Nw = cVw w NN w 1 -1 a a a CfVit \Q w 1 10 O w w e i ' w 11 STENCIL 'STOP" AND STOP BAR. N N 6, 5 D 19 54 1 0 282 . 0 0 97 96 49 48 9TF Cr �L1F 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, �;, '�, $ E 15° 0 0 ' 04' 1 12 0 0 ' 29 , 32 ' 14 . 7 5 ' APPROVED B Y DATE �4' F 21 0° 00 ' 07' 38 00 ' 139 . 28 ' 141 , 81 ' CITY ENGINEER ` D? ' RCE N 24953 PWD do COORDINATED BY DEVELOPER. ^, n 5' o G 1 0° 09 '32' 582 . 0 0 ' 1 03 . 19 ' 51 . 73 ' CITY OF RANCHO CUCAMONGA DESIGN ,,,[�E ,,,p, ,,,,, RECOMMENDED 13 ADJUST SEWER MANHOLE TO GRADE. �, `'� " a1. n` 5 rn o $ H 24°56 ' 12' 600 , 0 0 ' 261 . 13 ' 132 . 67 ' l sew.�� ';, pp t T -^ $ BENCH MARK NUMBER 10051 R•P•P• DO[ICM I„w.,CA92614 14 ADJUST WATER VALVES TO GRADE. v �" v� �' -+ o o I 24°56 ' 12' 618 . 0 0 ' 268 . 97 ' 136 , 65 ' 1' - Vekw 949-251-9821 O `; + o ELEVATION : 1300.686 DRAWN " �� "� ' v '' �` " " o �" C.B. 69 J 1 0° 00 ' 00' 1 02 , 00 ' 17 , 80 ' 8 , 92 ' " :C.U►*= FAX: 989-251-0516 SHEE �' _ C.B. 70 T` + o SET 2 BRASS DISK IN CONC. CURB STAMPED CITY OF 15 INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHT. 2. ac n �- w 0 1 =10' E.V.J. r N E R S ENGINEERS G I N E E R S S U R V E Y O R S `� 1 -10 o o K 66° 1 0 '23' 27 , 0 0 ' 31 . 18 ' 17 . 59 ' RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST 3 OF fi 16 REMOVE EXISTING WOOD BARRICADE. ) o ° CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 L 66 10 23 45 , 00 51 . 97 29 . 32 CHECKED 20596 DRAWING NO. CIN MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END RCE NO 18 INSTALL W53 SIGN AND POST OR ST. LT.. � T` M 86- 10 '23; 58 , 00 ' 87 . 23 ' 54 . 25 ' DESCRIPTION OF REVISION DATE APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE 0�.-Gs FILE NO IL I:\52526\IMPLANS\TR 16369\SIP03.dwg 8/06/03 PROJECT SHEET N0. OF 1780 4.3.59' TAN L=108.69'` 0.c. 1290 TOP OF WILY CURB O.C. v cW,ry j [[ A b V 1 + a t TOP OF NTY CURB I I 30 VC La I{f i Pl 1388 + t59' 17.80'. i I 20 1 • O.C. 0. _ _ f +S, z FUTURE TOP OF WLY CURB i y jicN ^N ('.! a?$O ?J0 � .. 4 290 � +A - . ! A � � 1 ?90 C'GRADE i + _ 1 L-#1. r oGo ' : nc 50 VC GRAD I P1=1288.22 P1=1288.20 A 92 92 9 1 , ^ . �w o� h A t`UTURt GIBE a t 28 _ ___�__ I _ _ - __ _� - H ., 1?�0 -4 294 - _l 1290 _. . _.._ .. A ^ + h N � + 1 TOP OF FLY 'CURB 1 + + A 4.5�' TAN L 17.80' I { I 1. , Leff OC I I Y. Y4 9'4. C a A 1 f IVC •STY,TOP URB , Z• I P1 128822 0 N $ °o kotAi �' h o F`UTIJRF TOP OF S''LY CURB A �\ O v t?8a 1 _ A A ?JO _ p • o BOz cV 1 + A { t ; N I i , S r PRORLE SCALES ' HORIZ -40' p f i VERT. 1"=4' , 21 22 23 24 25 __.._ 25 26 27 28 PLAN SCALE 1"=40' 6 h a " h 6 6 6 6 1 ICN ;C4 100 12 1 ►., '� '* ;, LOT 6 & PARKWAY TREES vkd o f + N CZ1r� p W ti PER LMD PLANS �0 2 2 -v + (d cd `�i co c�"o + ENHANCED PANNG � •� " u N v� _. _ CC-,,, .. N cv �, h PER LMD PLANS W=10 3 ^ 04 3 m P1, �01 \ 3 04 W=4' 15 TYP " 10 R0� S�E 3 W=4'1 19 n Z 3 W=4' Z a FT N �. A _ _ - - - - -- -- --- - - - --- 8. 1' p N 7O 1 = � �3 - \ ��� 2 1 b 2 D 21.1'UD F �E N - _ -_ _ 13 - - _ _ 2 0 00 4 D �' M � 11 J G - 1 4 I \ / G N S. 4 z - 3 W-4' 9 1 N 3 W-4 EC rn 6TYP. r\ U10 o o � +o a ! _ cn 3 W 4 n 6Typ- � �i' I w AZA < ►� of = "� ., co . ., co . . 3 + + 3 3 + 3 + 3� I _ I 0 a h N v Eo W s s s s WINERY DRIVE SAINTSBURY PLACE + � � ARBOR LANE 6 SEE RIGHT HEREON SEE LEFT HEREON N N SAINTSBURY PLACE LANOSENHANCED FA MG PER h SEE SHEET N0. 5 N LANDSCAPE ARCH PLANS � W 40 20' o 10' 20 40' A WINERY DRIVE 20' 0 20' 40, Qn 1"=40 GRAPHIC SCALE 90 tAoo _ N 1"=40' GRAPHIC SCALE v N + � 5' +o 6' CONSTRUCTION NOTES w N 20' C O1 CONSTRUCT T AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION). LEGEND 5 Q2 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. CONSTRUCT AC PAVING PER CONSTRUCTION NOTE #1 Q3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. CITY OF RANCH 0 CUCAMONGA O4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. N STREET IMPROVEMENTS - PLAN AND PROME 0 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. do N o 6 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A o w Q�OF ESS IpN CURVE TABLE N o , �����,�� �<- SAINTSBURY PLACE 7� INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. �� �� AND WINERY DRIVE ® INSTALL 4" SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. # R L T � 'g to c0 0 "' No. 20596 r" ,? A 66- 10 '23' 27 . 00 ' 31 , 18 ' 17 . 59 ' 4 N N `'' a Exp. 9-30-05 O9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. B 66- 10 '23' 45 . 00 / 51 , 97 ' 29 , 32 '_ , 8 8 � �` CrvlE �* TRACT NO. 16369 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1). C 86* 10 '23' 58 . 00 ' 87 , 23 ' 54 . 25 ' `- q C.B. 63 9� CAt�F , D 10- 00 , 00, 102 . oo ' 17 , 80 ' 8 , 92 ' 1 10' F APPROVED BY DATE: 11 STENCIL "STOP' AND STOP BAR. CITY ENGINEER 1 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. E 1 0 7°2 2 ' 06' S 8 . 00 ' 1 0 8 , 69 ' 7 8 , 91 ' RCE N 0 249 53 © F 87°22 ' 06' 45 , 00 ' 68 , 62 ' 42 , 98 ' CITY OF RANCHO CUCAMONGA DESIGN M O.,E 17320Ke"A- RECOM E ED BENCH MARK NUMBER 10051 60KICN kvw.,CA 92611 13 ADJUST SEWER MANHOLE TO GRADE. G 87°22 ' 06' 27 . 0 0 ' 41 17 ' 25 . 79 ' R.P.P. SW%JS0 14 ADJUST WATER VALVES TO GRADE. H 18°5 0 ' 09' 350 , 00 ' 115 . 06 ' 58 , 05 ' ELEVATION : 1300.686 DRAWN ' FAX: 949-251-OSS167 „ : g. fCNVETZ FAX: 919-251-0516 SHEET 15 INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHT. 2. I 18°5 0 ' 09' 332 , 0 0 ' 1 09 , 14 ' 55 , 07 ' SET 2 BRASS DISK IN CONC. CURB STAMPED CITY OF N - J 8 0°32 '58' 27 , 00 , 37 . 96 ' 22 . 88 ' RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST E.V.J. P t A R s F N G 1 N E E R s s u R v E r o R s 4 OF 6 16 REMOVE EXISTING WOOD BARRICADE. CHECKED DRAWING NO. 1 INSTALL WOOD BARRICADE PER CITY STD. DWG. N0. 131-A K 4°22 '29' 368 , 00 , 28 , 1 0 ' 14 , 06 ' CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 20596 DESCRIPTION OF REVISION DATECITY MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END No APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE -4�ILE NO I:\52526\IMP1_ANS\TR 16369\SIP04.dwg 8/22/03 PROJECT SHEET N0. OF w ve 1290 FINISHED SURFACE OVER FF-1283.94 T OF STORM DRAIN i ftlRARfCS $ 4 N m 1 1 (12910.3 117) i P1=1282.84 ^ m m 1 1 FINISHED SURFACE OVEk TOP OF 'W'LY CURB all Q FlNISHEb SURFACE OVER U ^• U ^• ' { $ w w l } N N OF STORM DRAIN OF STORM DRAIN N T N H9L 1 ids 00 1'^ 'K' A Hk N 1 1280 '1290 1280 _ 1280 1280 1290 �'' SO IAC A6 1283.92 �� �� �t a JrD� lc P1=1282.82 r C' GRADE $o so.d , 1�.0� �s� � ' � � _,.meg $•0.0� ` f t 1 1280 h . Poff" W w cw4219 as �- aG > 120394 1290 ?70 k o N r 1270 Q o to $ t 1270 t - 1280 PJ=128284 cr "' r $ v r $ 9'4 9'4 9'4 n + t h r y4 94 Y4 ^ $$ $ N iw+ TOP OF ELY' CURB r , , cl R a >�4. =10.0 4 15. Q -4.alCFS Qi.l Cf5 CFS Q ='1 .9 CFS 8 Cf5 ,w >w tw • � �G� V=3.52 FPS V-3.22 FPS � 1f=272fPS Y 2.72FPS Y=1250 FPS V-12.69 FPS • CONST CON T CONST ( J/ ii{In.7l 31.48 LF 623 LF 1551 LF ! 24.05 LF SZ55 LF mw LF $ TAN QRI,! 1 .3d RCP .TO' RCP 18' RCP 18' RCP 18' RCP 18' RCP "ti N w 0 SAN Q 18X D-1?50 01250 0�15A0 D=15A0 D-17M D--17M *.00 ' LW 514X _ _ - - 1280 __ _. _ ._ .__ ._ _ _ ti w - 1250 ?s0 1260 - 1270 Al f t ' !. 7 7 '! .vowI ►fi. A-9.1' LAT. A-9.it LAT. A-9.1 LAT. ,,A-9.2' LAfi. A-�9.3 a � S1•!T. 6 fm PL,W VLII' S& 9ff 6 FW a,W NEII' susw 6 FW " ►mow � SHIT. 6 MR PL,W MEW SEE 9ff 6 FM PCNV WIV i 1 i 9F CgR►/R+1G'101P Ir9 i�E)Prt'Y PRIOR TO ar::aNNnuG aa�rsrRucnaw. PROFILE SCALES 1 f HORIZ. 1' =40' t ,. f VERT. 1"-4' 1 22 23i j o , � 24 25 26 27 0 1 0 0 0 PLAN SCALE A) �a < W � 1 =40 Q h 6 ENHANCED PAVING PER WINERY DRIVE 10. 107 o , m 1 a _ LANDSCAPE ARCH. PLANS SEE SHEET NO. 4 N ^ V 1 Z D N N + tiN D O _ hvV N / a J � E`^^y `^ W cn * Q+ ,0 o � 00�• N J N ,�� N O i �IE 15 TYP 3 W-10' �n N N INr• DRIVE A 1 26+91' 1 ¢INT• WINERY W co 00 0 0 ' 27+11.9 Z an H C,3 -- �l - - -----2--- - -------- - --- --- 2 - -+-- - --+-- f lim m LQ Zt � W 1 2 14G ' 1t D 4 9 (y G I Q � m � "�;,1 4 13 ' �, � 10 9 b0�.. 40' 20' o 10, 20' 40• Q , 3 t"=40' GRAPHIC SCALE _ 30' � l 0 3 W=4 1 151YP W=4' „� N v 3W4 0, pR 3 C `,3 2 ^ so' 30 2 ERY Ef NOS 6311 ►� � ^ W SIN NE °m W 2' �8• 18' 2 `�' N SEE $l✓� NQ. Q : N N � �VINTNER DRIVE n SEE SHEET N0. 4 o m h 12 N OF TRACT NO. 16371 0 N o t ARBOR LANE CONSTRUCTION NOTES ° # W N a N � N p = A O CONSTRUCT 3' AC OVER 4' AB. (INTERIOR STREET MIN. STREET SECTION). o N Q2 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL 104. .�� O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. O4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. O5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. CITY OF RANCHO CUCAMONGA © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A. LEGEND STREET IMPROVEMENTS - PLAN AND PROFILE O7 INSTALL HYDRANT MARKERS PER CITY STD. PL 134. CONSTRUCT AC PAVING PER CONSTRUCTION NOTE #1 �pf ESS ® INSTALL 4' SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. C) C.�� C. 0"9� ARBOR LANE Q9 INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-B. N 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B (R 1). CURVE TABLE No. 20596 � z 11 STENCIL 'STOP' AND STOP BAR. # A R L T ` EXP�9V1Lo 05�* TRACT NO. 16369 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, A 51 ° 10 '31 ' 130 , 00 ' 116 . 11 ' 62 . 25 ' 9TF CALF APPROVED BY / DATE: PAID & COORDINATED BY DEVELOPER. B 44- 04 ' OS' 130 . 00 ' 99 99 ' 52 61 ' � j;'r� ( RCE N 0 24953 13 ADJUST SEWER MANHOLE TO GRADE. C 89°31 '41 ' 27 , 00 ' 42 19 ' 26 . 78 ' CITY ENGINEER 0 D 90°38 ' 18' 27 . 00 ' 42 . 71 ' 27 , 30 ' DESIGN CITY OF RANCHO CUCAMONGA Ma.,. ,7,�.°a,,mA,� RECOM N ED 14 ADJUST WATER VALVES TO GRADE E 9°38 ' 16' 282 . 0 0 ' 47 . 44 ' 23 . 77 ' BENCH MARK NUMBER 10051 R.P.P. .oK I cN SWU 50 94614 15 INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHT. 2. F 18'20 ' 08' 300 . 00 ' 96 , 01 ' 48 . 42 ' ELEVATION : 1300.686 i) �,°4'-251_..4' DRAWN � ` 6 c,,,,..: FAX: 910-451-0516 SHEET 16 REMOVE EXISTING WOOD BARRICADE. G 10°39 '42' 318 , 00 ' 59 . 17 ' 29 . 67 ' SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF �. O H 87-22 ' 07' 27 . 00 41 . 17 ' 25 . 79 ' RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST E.V.J. P ERs E N c i N E E R s s u R v E r o R s 5 OF 6 1© INSTALL WOOD BARRICADE PER CITY STD. DWG. NO. 131-A I 80-32 '58- 27 . 00 ' 37 96 ' 22 . 88 ' REV ISE LAT. A-9.1, q.11, q.IZ-ADDED LoaA� Deftb"1 10-14-03 11.1.01 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED DRAWING N0. DESCRIPTION OF REVISION DATE CITY MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END NO 20596 _ APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M.11 DATE FILE NO - I 1.\52526\IMPLANS\TR 16369\SIP05.dwg 8/22/03 PROJECT SHEET NO. OF