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HomeMy WebLinkAbout1901 GENERAL NOTES STREET AND STORM DRAIN IMPROVEMENT PLANS 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 PROTECT 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. CHURCH Q ST. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER FOOTHILL BLVD. oCS 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 IS TO BE DONE T ACT NOm 16314 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 THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES IN THE CITY OF RANCHO CUCAMONGA > W z RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH = Y FACILITIES ARE SHOWN ON THESE PLANS. J 4TH ST. Ui 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. t 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. VICINITY MAP 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING NOT TO SCALE ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO 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. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL 3 CONTENT AND GRADATION OF ASPHALT PAVING. ,r , 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, 'I { SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. MADRIGAL DRIVE 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS do VERIFIED PRIOR PAVING. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SWILL BE FILLED WITH A FINE ti L GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED ? `� BY THE E.PA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THEt MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF .., MER I TA GE, GG UR THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF t:J ._- 4 6 CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SWILL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE - CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILRY FOR q U� 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. 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 INSPECTOR. 6 1 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 v" �} DRIVE ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- « 11,�! �L OAKS VE ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENT'S ARE REMOVED AND REPLACED TO THE SATIS- FACTION OF THE CITY ENGINEER. UTILITY CONTACT w L E G E N D CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION: - a GENERAL TH LOCUSTTELEPHONE COMPANY: (800) 422-4132 0 9 DE1dOT1 STREET PLAN SHEET NUMBER 280 SOP.O. BOX 2920 POMONA, CALIFORNIA 91766 10 DENOTES STORM DRAM PUN SHEET NUMBER SOUTHERN CALIFORNIA EDISON CO. 1-800-655-4555 Y( DENM PROPOSED STREET LXWTS 7951 REDWOOD AVE. FONTANA, CA. 92336 CUCAMONGA COUNTY WATER DISTRICT: (gpg) 987-259 1 DENOTES EXISTING STREET LIGHTS .5 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CALIFORNIA 91730 DENM STREET NAME SIGN YJ r DCA CABLEVISION: (714) 987-2225 J � 9155 ARCHIBALD AVENUE, SUITE H DENIM TRAFFX SSI 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 INDEX MAP METROPOLITAN WATER DISTRICT: (909) 593-7474 SCALE 1"=100' 700 N. MORENO AVENUE LA VERNE, CA. 91750 PACIFIC TELEPHONE COMPANY: (714) 999-5639 ��PF�/SFD ti/�QLk Off/ S�yT. 3 /0-Z3-D PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SPECX NOTE: APPRWN_ OF THESE PUNS DOES NOT CONSTm1TE MNEEIW DESCRIPTION of REVISION DATE CITY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES AUTHORIZATION TO ISSUE BUWNG PERMIT'S OR FINAL OCCUPANCIES FOR ANY APPROVED: SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE HOUSE/HOME OF TRACTS SHOWN HEREON. CITY OF RANCH 0 CUCAMONGA BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PERMIT'S OCCUPANCIES SWILL ONLY BE ISSUED AFTER ALL CONDITIIONS 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. MID/OR AS NOTED IN THE RANCHO ETIWANDA DEVELOPMENT AGREEMENT 00-02, ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED ON FILE IN THE °TIICE OF THE CRY 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. 16314 THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S l AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH EXISTING SURVEY MONUMENTATIONAPPROVED BY DATE: REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION �OF ESS/pN� CITY ENGINEER RCE N 0 24953 I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY C. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN TH FIELD ARE SHOWN ON THESE PLANS AND ARE ,� Q�� �O� �� CITY OF RANCHO CUCAMONGA DESIGN Moos, 1„20R,AiflA". RECO MENDED DESCRIBED AS FOLLOWS: c2 V) �' S.R.350 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF 0 No. 20596 r^ m BENCH MARK NUMBER 10051 R.P.P. ; OOKICH kvWA,CA 9]614 THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS NONE d Exp. 9-30-05 STANDARD PACIFIC HOMES ELEVATION : 1300.686 ` Vi-:90-251-0621 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING * * DRAWN scNutT2 FAX: 919-251-0516 SHEET Z HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER DATE ?'���� Jay C/m �P SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF y Z AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN lF INLAND M P I R E h I V I S I O N RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST E.V.J. ► N N E R s ENGINEERS s U R v E Y o R s 1 6 STA EY C. MORSE RCE N0. 20596 OF CAE�F OF � CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 255 fast Rincon Suet , Sutte ,200 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED 20596 DRAWING N0. V NEGLIGENCE OF THE OWNER OR ENGINEER. Coma, Cal Arnza 92879-1330 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END CE NO Tel % (.909) 972-8500 Aaz (,909) 372-9RO OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DAT�;O ILE NO 1 q I:\52526\IMPLANS\TR 16314\SIP01.dwg 7/12/03 PROJECT SHEET NO. OF CONSTRUCTION NOTES & ESTIMATED QUANTITIES STREET TREES SCHEDULE: LEGEND STREET BOTANICAL NAME COMMON NAME MIN. GROW SPACING SIZE QUANTITY ORIENTATION R/W STREET IMPROVEMENTS UNIT QUANTITY SPACE I R/w 1. CONSTRUCTS AC OVER ,C AB. (INTERIOR STREET MIN. STREET SECTION). SF 65,030 MERTTAGE COURT CHITALPA TASHKENTENSIS CHITALPA 3' 25 O.C. 15 GAL. 24 EA. 60' 1A. CONSTRUCT 47 AC OVER 4" AB. (COLLLECTOR STREET MIN. STREET SECTION). SF 19,730 30' 30' 2. CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL 104. LF 4,525 ROYAL OAKS DRIVE BRACHYCHITON ACERIFOLIUS AUSTRALIAN FLAME TREE 5' 30 O.C. 15 GAL. 30 EA 12' 18' 18' 12' 3. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. SF 18,900 cn 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 d: 103. EA 6 SUB-TOTAL 54 EA. p 5. CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. SF 0 w 0.5'_ 4' 7' 0.5' 0 02' 0.5' 7' 4' 0.5' 6. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 TYPE R-1 (W= 16; X= 3'). SF 5,760 3 1 2 1,7 /.7 2 7. INSTALL HYDRANT MARKERS PER CITY STD. PL 134. EA 5 `- 8. INSTALL C SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. LF 0 3 ��• 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-B (R1). EA 4 R 67 TJ. 5.0 11. STENCIL "STOP' AND STOP BAR. EA 4 12. INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. EA 17 CALISTOGA PUCE MELALEUCA LINARIIFOLJA FUXLEAF PAPERBACK 5' 30' O.C. 15 GAL. 6 EA. (TYPICAL) 60' INTERIOR STREET R/W 13 ADJUST SEWER MANHOLE TO GRADE. EA 6 - 14. ADJUST WATER VALVES TO GRADE. EA 9 ROUNDHILL PLACE QUERCUS ILEX HOLLY OAK 5' 40' O.C. 15 GAL. 13 EA. = N.T.S. 15. INSTALL STREET TREES PER SCHEDULE AND NOTES HEREON. EA 73 0 16. REMOVE EXISTING WOOD BARRICADE. EA 2 SUB-TOTAL 19 EA Z 0 17. INSTALL WOOD BARRICADE PER CITY STD. DWG. NO. 131-A. U 1 18. INSTALL R2(25) SIGN AND STENCIL "25". EA 1 =0 19. INSTALL W53 SIGN ON POST OR STREET LIGHT. EA 2 N 20. INSTALL W54 SIGN. EA 1 21. INSTALL R26 SIGN (WITH END PLATE WHERE SHOWN ON PLAN). EA 2 STORM DRAIN IMPROVEMENTS 30 CONSTRUCT 18' RCP STORM DRAIN ("D' LOAD PER PROFILE). LF 200 31 CONSTRUCT 24" RCP STORM DRAIN ("D' LOAD PER PROFILE). LF 255 32 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 (W AS SHOWN ON PUN). EA 9 TOTAL 33 CONSTRUCT MANHOLE NO. 1 PER CITY STD. PL 318. EA 0 34 CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY STD. NO. 336. EA 1 73 Ek 35 EA 0 36 REMOVE BRICK AND MORTAR SEAL EA 7 37 CONSTRUCT CONCRETE COLLAR PER CITY STD. NO. 329. EA 1 CONSTRUCTION NOTES FOR STREET TREES R/W R/w 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 66' 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT 33' 33' SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT 11' 22' 10 22' 11' DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE I CITY INSPECTOR. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING •D6 DMSION. 0.5'_ 4' 1 6' 0.5' 0.5' 6' 4' 0.5' 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 2 to - 2 % r �-- 3 - 3 R 67 T.I. 6.0 (TYPICAL) 66' R/W - MADRIGAL DRIVE N.T.S. DESCRIPTION OF REVISION DATE cm APPROVED: CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS FOR Q�tOFESS/pN VICTORIA ARBORS ESTIMATES OF QUANTITIES, TYPICAL SECTIONS, No. 20596 ^ m STREET TREES & DETAILS Exp. 9-30-05 J/" aim TRACT NO. 16314 9TFOr CALF APPROVED BY - DATE:/Z"'_-. CITY ENGINEER �r�U' RCE 0 24953 CITY OF RANCHO CUCAMONGA DESIGN MORSE 17320R.AiRAv. RECOMMENDED R.P.P. 5u 1r 150 STANDARD PACIFIC HOMES BENCH MARK NUMBER 10051 a UG[iCN Vv..- 4 951- ELEVATION : 1300.686 DRAWN 1 f ILLI �+'919-451-11541 SHEE s C N U l T i FAX: 919451-0516 SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF - L I N L A N D E M P I R ED I V I S I O N RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST E.V.J. f'T A N N E R S E N GIN E ERS SU R v E r o R s 2 OF 6 ,255 Fast fincon Strret , Suite 2200 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED ������,,�� ���� '� 20596 DRAWING NO. Cornea, Cali/brnia 92879-1330 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END fie '/ L CE NO Tel Ao (90.9) 37,2-8500 fax (.90.9) 37',2-8510 OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE � ./ � FILE N• I:\52526\IMPLANS\TR 16314\SIP02.dwg 7/17/03 PROJECT SHEET NO. OF j TOP OF WLY CURE }}}' P1=1280.68 TOP �F W'LY CURB { FAw OF 6.31 3•'�'9 94,71 { a c S ' ' • a i S0i1C tSAB' AW. t-#:#r QG w N 10�• w P1=1276.88 O.C. TAN N I i i. 1280 12$0 i 1270 1270 w w �.. GRADE —e ? FF-1280.74 ' GRADE fs w w FR w Cv w P16 1276.94 ! i , I 280 -? N 8 8 $ 12$0 270 4 1 270 w i w A ww }. Nw i TOP OF ETY CURB 0 rc 71z w I P1=1280.68 a i TOP bF E'LY CURB 3773, yam. •''0SOz S ; 7688 w I j 1280 _ 1280 1270 _ 4 - 1270 _ _. . _ . _ �. It commw To mm"pmw j i TO BEG/NIM CA 67RUCIXIVIL --07fz �♦ w t PROFILE SCALES 1 1 ! HORIZ. 1"=40' VERT. 1"=4' 10 1 1 12 13 14 15 16 17 19 20 21 PLAN SCALE 1"=40' DA Y CREEK BL VD. SEE DAY CREEK BL VD PLANS 1 SHEET 4 OF 15 CFD IA DWG. 1833 h ,� W I k - It4j + z ; , .. ° ,- - _ - ;� _ :It ROYAL OAKS DR/VE o ^ allo ^ 0 10+9248 H NO. ' ^ O ^ p N O O ev �� O u. to o U 3 3 TR,4CT BOON o o `" N 3 W=4' 0 1 2 15 1 I t o 1 I — x W A --- _ -- -4 F INT. . ST. LIGHT W � W . � 0 21 20+46.45 04LISTOGA PACE + 10 ;� N TRACT BOUNDARY 2 C 37.5' IF DWY 6 j J Z i 13 14.42 ROYAL OAKS DR/VE N 11 1 2 1 D W= 15.1' - - G Q> I _ 15 16+63.;� MADRIGAL DRNE Z 16 _ o °D 2 9 I / Y4+26.59 Q o 16 ' �'. 2 `� 2 F v 35.9 4+26.59 ROUNDHILL PLACE CO W - -`D -- ------- �� ►� 2 1 0 . , I 9 \ 4 .8' EC 0 CURB & WALK 10 B - - _ -- -- _ W H 13 1 -- - - N 40' 0' 0 1 4 ' o' Li 4 Q 2 0' 20' 0 I �i � �� ►� 15� 3 I � �0 1"=40' GRAPHIC SCALE I ® Chi , q' W=4 Qz 1 o ' ' 2 g o 0' 30' �c N cV ►� °' O �°oi Ni �" p ,,� �" 1 18' , 18' 2' 58' 25' v W ^ �, ►� } p cv cn .f cn o ' 12 MADRIGAL DRIVE 12 ^ ^ ROUNDH/LL PLACE SEE SHEET NO. 4 CONSTRUCTION NOTES CALISTO GA PLA CE_ O1 CONSTRUCT 3" AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION). LEGEND 1A CONSTRUCT 4" AC OVER 4" AB. (COLLECTOR STREET MIN. STREET SECTION). 20 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. LEGEND CONSTRUCT AC PAVING PER CONSTRUCTION NOTE #1 `� O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. CONSTRUCT AC PAVING PER CONSTRUCTION NOTE #1A ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. CITY OF RANCH 0 CUCAMONGA O5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. 40' 20' 0 10' 20' 40' STREET IMPROVEMENTS — PLAN AND PROFILE © CONSTRUCT DRIVEWAY APPROACH PER CITY M. PL. 101-A 1n=40' GRAPHIC SCALE O7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. Q�OFESS1pN CALISTOGA PLACE ij ® INSTALL 4" SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. �2 AND MADRIGAL DRIVE O9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. No. 20596 �" ? oc Exp. 9-30-05 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1). CURVE TABLE � C/m �* TRACT NO. 16314 11 STENCIL 'STOP" AND STOP BAR. # A R L T ��F OF CAQ� 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. A 90-31 '2 3' 35 . 0 0 ' 55 . 3 0 ' 35 , 3 2 ' APPROVED B Y , D AT E;I� G'7 Q ° CITY ENGINEER �: �.% �� � � RCE 0 24953 B 89 2 3 35 , 00 54 , 664, 34 , 68 13 ADJUST SEWER MANHOLE TO GRADE. 14 ADJUST WATER VALVES TO GRADE. C 3° 102 . 0 g ' 6 , 3 MORSE 17,20 50 it Ave. O REIN H MARK NUMBER O OCUCAMONGA ,oK,cM w„,K.cA92e14 RECO��NDED D 93° ' 58 , Old” 94 , 6 R.P.P. r Suie.0 15 INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHT. 2. E 80- 03 '49' 45 , 00 ' 62 , 88 ' 37 . 80 ' ELEVATION : 1300.686 DRAWN 1)�� #�1 , - Voice:949-251-8021 ° �--n <�rt^_ fCNlil7: FAX: 949.251-0516 SHEET F 80 03 49 27 , 00 37 , 73 22 . 68 SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF 16 REMOVE EXISTING WOOD BARRICADE. RANCHO CUCAMONGA BM 10051 1987° AT THE NORTHWEST E.V.J. P L A N '1 E R S E N G I N E E R S S U R V E Y O R S 3 6 G 88-53 '25' 27 , 00 41 , 89 26 , 48 - OF 0 INSTALL W54 SIGN. I RFV/SE 6,144K /D-23�43 CHECKED CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 ,�y DRAWING N0. © H 91 ° 06 '35' 27 . 00 ' 42 . 93 ' 27 , 53 ' CITY yL �/ 20596 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END / �/�d�CE NO 21 INSTALL R26 SIGN (WITH END PLATE WHERE SHOWN ON PLAN). DESCRIPTION OF REVISION DATE APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE ? /x'03 FILE NO ! 9 1 SIR 1s\52526\IMPLANS\TR 16314\SIP03.dwg 7/17/03 PROJECT SHEET NO. OF L-141.81' ala L-7117.01, QGL-7Q8f' O.G 57.5?' L-293r 3n' W TAN O.C. R1= 1276.07 L-42.x3' $NL-42.87' O.G O.C. g4 g'4 g4 f`4 TOP Ott NTY CURB W a C H t; •8 H TOP OF W'LY CURB 0 A A �^' � �N ^ ry,3 -1273. 50 R id 1ka --a50,t' 8 L�_ Till JAZZ 1275 r 1275 � 1275 $?OX _ A TAN=0wx sir rc R1= 1276.05 O A GRADE 88 I 8 $do& � !� + i S P1=1273.48 GRADE nc.� C_4 - tir A ��wJJJ N w M w w Nw,, �7Jr � � •� �N �w �N ' 1275 - _ �. 1275 - 1275 w A w A � � � _. . � __ _- _ _ � �� _. .._..... .1275 w w L-141.81' ac r i L-1!7.91' O.G L-7Q91' O.G 57Sr L-29. T -0 50x TAN O.C. P11276.07 L= { N I I 50' VC i 1ZW 1415r Q G TAN. w H TOP 0r SLY CURB g w s TDP OF ELY CURB $ H w E+�p R m 8 P1 1273.50 1 .1 N N V w f A A A op lia w 1275 : _._ _ . _ 1275 _- . 1275 A $air _ _ 1275 1 + + I + + O+D , 14' 5' 6' ! 1 f t I PROFILE SCADS t HORIZ. 1"=40' a , i i I 1 z I I VERT. 1 4' 10 11 12 13 _ 14 15 10 11 12 13 14 -. PLAN SCALE tv N ^, ry � �„ 1"=40' _ N vc�i, i' � # ' N N V V CT cep bo jA N r1- t~7 V V Cf1 U Vl O� -i � � I- � ROUNDHILL LACE cl 01 SEE RIGHT HEREON g ROYAL OAKS DRIVE MERITAGE COURT MADRIGAL DRIVE 6 j�, ' SEE SHEET 5 SEE LEfT HEREON SEE SHEET 3 C.B. 98 1*=10'' 12 60' -10ssss m m 30' ' 30' m - 1 30' 30' is pN O � 12 O _ O � = 4 4 V o o� 12 18' Va W g � � W � m _ V "l Ey o h �' r-y o Ey "`' p `' ' 18, 12' 6i1 p __1 "� �o J o 12 18' i 18' 12 � o' � � W 3 a ►- ^ � oo 'p cd ^ r 3 a U u N o 4 + v o ao o 1 6 J N m � � ' "� g Ln + �' h mo 6 0 ►; c' r\ h N m N + v ^ 1 + 3 II J .. a i 11.3' _ � INT. 13+01.83 ROUNDHILL PLACE + 19 60.0' If DWY 14+46.97 MERITAGE COURT H - -. s W= 13.3' A � 3.5 B o 0 00 2 1 13 C ' - - - - -J -g _ 9 G 13 F - 18 N 0 E ST. LIGHT 13 B 3.8' 2 °.,° .. -, t .:: - o a, 14 2 1 73.T 8.0 10 G W L __ M P 6 f DWY. 51.6' 1 J71 W= 15.1 7 7' m 40' 20' 0 10' 20' 40' o, 3 _ o � v W-4 m W . _ v � moo ` � o � , _ ' m - q� 3 W 4 1"-40 GRAPHIC SCALE � � � � °b � 0 2 � o� U 3 2 0 o v o _ -� o � h � 30 JOS � � o, mcg �' � + h � 12 18 g � o^ �" ,` m `^o � o � o � � _ � o o 30 mm o, O� ' ESI II nl co cp I O Q �' N r�O, h ^ �o vii j 3 Oj 3 of 11 ti .5 V O II o + + + � 3 Q.5' �+ "� I vcn � O o, 3 N3 � W ^ ,+� � qi ^ + � ® �u II rev 3 �, 3 ^^� h m �O 12 o NOTES 6 �o CONSTRUCTION �. ^ ^ Ol CONSTRUCT 3" AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION). o o �` �` o o o ROUNDHILL PLACE 2 CONSTRUCT A2-6 CURB N GUTTER PER CITY STD. PL. 104. MERITA GE COURT LEGEND ^ Om ,+� In ,+j 40' 20' 0 10' 20' 40' (I) CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. � � � Q- � Q_ � 1 ( ^ CONSTRUCT AC PAVING PER CONSTRUCTION NOTE #1 h h o 0 o N o o „� „� 5'^ 5' ^ 9' 6' ^ 5' 1 =40' GRAPHIC SCALE ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. o o h `^`� �, ^� �o �v QS CONSTRUCT CROSS GUTTER PER CITY STD. PL 106-A. `� `� `� `� `�' N `� N �' © CONSTRUCT DRIVEWAY APPROACH PER CfTY STD. PL 101-A '6 °g � � v CURVE TABLE CITY OF RANCHO CUCAMONGA my v h o o^ 0 10 b b b 10 10 O7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. + m + + + + ^ # A R L T ° STREET WROVEMENTS - PLAN AND PROFILE ® INSTALL 4" SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. A 210* 0 0 07 38 , 0 0 139 , 28 141 , 81 b- 5' 5' 5' o, oo ^ r� n o, ^ R "n ° v v v 14 6 5 h o 'n o `� o `� " B 15 0 0 04 1 12 . 0 0 29 . 32 14 . 75 b }� b b 10 F ESS MERITAGE COURT Q9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. Mi "� ^ ^ ^ ^ ^ ^ ^ ^ ° 5 5 4' 6 5 Q�� 10N 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1). ^ ^ N N N C-,, N N N N C 8 58 13 482 , 00 75 . 46 37 . 81 �, o q� 0 N ^ ^ D 9°56 ' 1 1 ' 500 . 00 ' 86 . 71 ' 43 . 46 ' ~ ~ ~ ~ C. ~' ~' AND ROUNDHILL PLACE 11 STENCIL 'STOP' AND STOP BAR. E 9° 07 '47' 518 0 0 ' 82 . 54 ' 41 , 36 ' '* '° `* " " '* 'on "' o ^ °p '� `�' '� `�' " z o �i o v o �i ^ r� ui �i rr v 0 h h 0 �, No. 20596 ,-., 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. F 90-57 '58' 27 . 00 ' 42 , 8 7 ' 27 . 4 6 ' + + °+° °+° + + `:' N h h N N N N N N N '' ^' cL Exp. 9-30-05 � C N N N * * TRACT NO. 16314 13 ADJUST SEWER MANHOLE TO GRADE. G 89° 11 '36' 27 . 0 0 ' 42 03 ' 26 . 62 ' s� C1VIL �P y H 93°26 ' 08' 27 . 00 ' 44 , 03 ' 28 , 67 ' C.B. 96 C.B. 97 9TF OF CALF APPROVED BY DATE: 14 ADJUST WATER VALVES TO GRADE. I L I 95°52 ' 05' 27 , 0 0 ' 45 , 18 ' 29 . 92 ' .� 24953 b 'b b `' S' s' 4' 6' S� =10 1 =10 CITY ENGINEER D- + ! <<, RCE NO 15 INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHIT. 2. ^ 10 10 J 1 ° 01 '37' 482 , 0 0 ' 8 . 64 ' 4 , 32 ' / CITY OF RANCHO CUCAMONGA DESIGN t RECOM ENDED 0 16 REMOVE EXISTING WOOD BARRICADE. o o K 1 ° 01 '3 7' 5 0 0 . 0 0 ' 8 . 96 ' 4 . 4 8 ' M o... I Aw. `► `t '� ^ ^ oo ^ ^ '� '� '� L 1 ° 01 '37' 518 . 00 ' 9 . 28 ' 4 . 64 ' BENCH MARK NUMBER 10051 R.P.P. DC[ICH ,,,;,.,CAill 17 INSTALL WOOD BARRICADE PER CITY STD. DWG. N0. 131-A `� o '� o v� '� ^ `� ^ °� ^ '� N 'o N '� Q ►.� �; N ", �* v 'n m �o o ° ELEVATION : 1300.686 ' S C„p 1.Z /Ax: 949-251-0516 "i r, C.B. 73 �i '� "'� "� + W + + + + M 10 00 00 1 02 , 00 17 . 80 8 92 DRAWN + -,, SHE 18 INSTALL R2(25) SIGN AND POST AND STENCIL '25'. `N `� `NI `N N `CN 1"=10' N N `�' `C-4 `^`� 0 0 0 0 o SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF ^ ^ ^ ^ N 80' 03 '49' 27 . 00 ' 37 . 73 ' 22 . 68 ' RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST E.V.J. P AN ERS ENGINEERS SURVEYORS 4 OF 6 19 INSTALL W53 SIGN ON POST OR ST. LT. C.B. 72 ❑ 80* 03 '49' 45 . 00 ' 62 . 88 ' 37 . 80 ' CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED DRAWING N0. 1'=10' P 93°48 '55' 58 . 00 ' 94 , 97 ' 62 0 0 ' CIN MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END NO 20596 Q DESCRIPTION OF REVISION DATE APPROVEDA OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE O FILE NO l I D I:\52526\IMPLANS\TR 16314\SIP04.dwq 7/12/03 PROJECT SHEET N0. OF L-44.03' L=45.18' O.C. O.C. L=141.82' O.0 1'4 `y4 `y4 f4' f 94 f4 `g'4 h i L=74?91' O.C. L=70.91' O.0 $7.52' L=29.32' TAN O.C. mm .♦ �� SN Nt� A A A A A N H ;'N TOP OF WILY CORB o� ^ N N rN� C4 a5 N A 1. w �A A 0 75�' 1270 1270 . . 411— 2' 3s' oo =1271. `� `° �s S^ I hN �i� N $N } hA $ a7oxINN i N N GIkADE 1 N . Zx A� 1 � I A ^� w , a } ! 4 < _ .. :. ... .... .... - _ .. ... _..... _ _. ..- ... .. ._ -.._. .. -. ... ... ... .. .- - _ -.. .. -. .. .... _ .... n........... .. . ............ .. ... .. . .. _ -.. .._,. .,..�-_._ ,.n....-.a ., -.,-.- _a .. .�. ,.-.,x-.-.-. _.. ... .... -.—. _-... ...... .... -.. ..-a..... • - - --_ -....._-.. ... _...-.. ..-a- > .. ,- ..._ . ..-..... .. a... ...a -.>..e ..-.e_. -.-..__ .a._._ ....r. _-.. _. ..., a.. .._ _ -...._ - --_♦ _ .. -... -....... ..... .. ..._.. -r ....., .... ... .- -. ._._ ._ .. _ a. _.. .. ...t.- --. _. 1 270 - 1270 L=141.82' O.C. =4t.83' L=4293' L=7I?91' O.C. L=70.91' O.0 57.52' L=29.32' O.C. O.C. 1 A � TAN O.C. � �A N I a 7Dx INNN Ed^ N N TOP OF STY CURB `�' $ �N N R h^ 1*N 1.� -0.50,t' N 0.53 E 1270 _. _ . _ 1270 z t ! PROFILE SCALES 1 t j r HORIZ. 1"=40' t VERT. 1"=4' } I ` I 10 1 1 12 13 14 15 16 17 PLAN SCALE 1" =40' 12 CE 6 0 RCpNp 4ILL PLA 91 SEE SHEET NO. _. _. � �� � 6;, 30' v o 18 18 � W o - g 2' S 4 o c� n 6 0 g g 1 g g 5'm o �Q, a, n v 'o 0 o hi m Zo �oy0 0 a o 13 3 W=4' rniC) 5 A O O Tey O v U O �O O p rcy '1 T pp + 6r C-4 4 � � � `� � ti A � 10 Z � 8, rn N + 3 o u II �- N oo o �, v v �, 5 + 4. W g 3 N N o vii �+ .tea 1 -o w 10 5 A- w 3 ►y=4' ^ "^' 3 N 3 M'=4' 2 J �Z < � n o A w 2 0 - - - H f 3 1 1t F -�" 2 N N N N N N CN -- - - - 9 W 2 E 4�" G A 1 6 - - --- -- 3----- 19 - --- --------- 2 -- 14 ^,N ------ ------- ---- -- g 9 1 2 40' 20' 0 10' 20' 40' N g B o+ 2 C 5.2' 11 D + ru v FREEL 1"=40' GRAPHIC SCALE 20.7' 0 4 3 W=4 ,�N v�+ -+ _ C-) LA cl> 3 W=4' 3 W=4 0 . o v, o w�v obi c' c� 1, o o a I a h � h N � �o g � 6 ^ T ► o Tey o 4� �0 10 ,� ^ co o o� Co + u m � C� T, a ` N � ^� �; v 3 y �„P, o �- 5 5 17 6 5 •, J O O cp O cp cp V N C4 6y II cp 0. d O �" II •h ti Cn R'i n C.B. 74 C.B. 71 II N S O � N ^ II v h _ o Z to o O + N3 i o3 N3 '� V ov 0 3 � m' CoV O lu O + W cb �. �3 v+ ti + 3 ^ 12 = O � o 12 18' 18' f2 N , ^ + cn v 12 bit II II II ^ N ^ p ^ 6 vii 1*=10' 1 =10 3 3 6 12 6 6 N 3 3 6 12 6 6 v o mr CALISTOGA PLACE DRIVE LEGEND CONSTRUCTION NOTES SEE SHEET N0. 3 ROYAL OAKS CONSTRUCT AC PAVING PER CONSTRUCTION NOTE 11 0.1 CONSTRUCT 3' AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION). � U v U Q2 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. 5' 6' 4' 6' S' CURVE TABLE 0.3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. � # A R L T CITY OF RANCH 0 CUCAMONGA ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 k 103. I N N N ^ h h h A 21 0° 0 0 ' 07' 38 : 00 ' 139 28 ' 141 81 ' 0.5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A '� ^ 'l r� o a o o ^ B 15 00 04 1 12 : 0 0 29 32 14 75 STREET IMPROVEMENTS - PLAN AND PROFILE `=' C�' �' A' N N N N C 88-53 '25' 27 , 00 ' 41 89 ' 26 48 ' © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A. D 91 - 06 '35' 27 . 00 ' 42 , 93 ' 27 . 53 ' oQ�OF ESS�pN9l ROYAL OAKS DRIVE 0.7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. ��� �� C. E 5°28 '27' 582 , 00 ' 55 , 60 ' 27 , 82 ' ® INSTALL 4" SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. F 24°56 ' 12' 6 0 0 0 0 ' 261 , 13 ' 132 , 67 ' C, "' No. 20596 Q9 INSTALL STREET NAME SIGN PER CITY STD. PL 401-A k 401-B. G 24°56 ' 12' 618 � 0 0 ' 268 : 97 ' 136 , 65 ' * Exp. 9-30-05 H 93 0 26 ' 08' 27 , 0 0 ; 44 . 03 ; 28 . 67 ' �yT� crvl>` ,�P TRACT NO. 16314 10 INSTAR STOP SIGN PER CITY STD. PL. 401-B (R1). 1 95 52 05 27 , 00 45 . 18 29 . 92 CN-`� APPROVED BY DATE: _ Q °' °' °' b b CITY ENGINEER �,� y 24953 11 STENCIL STOP" AND STOP BAR. N N N N N 'o o J 10° 09 '32' 582 . 00 ' 103 , 19 ' 51 . 73 ' 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID k COORDINATED BY DEVELOPER. RCE N 0 N N N � � � �� �� �+y CITY OF RANCHO CUCAMONGA DESIGN 13 ADJUST SEWER MANHOLE TO GRADE. '' '' '� RECOMMENDED ---'�. M O�f! 1740 It.dM11 Av. p Suite 350 5' 6' 10' 5' 5' CQ °po N o N O h o h BENCH MARK NUMBER 10051 R.P.P. 0O.ICw kvin•,CA 94614 14 ADJUST WATER VALVES TO GRADE. o A o • o 0 0 0 :v.9.451-ss4, r� �n ,� r\ ^ r\ ^ ELEVATION : 1300.686 DRAWN ' Ii N N N N C'4 N N N N N N N . S C H U L T Z TAX 949-451-0516 SHEET 15 INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHT. 2 ^ SET 2 BRASS DISK IN CONC. CURB STAMPED CITY OF - C.B. 76 RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST E.V.J. V N E R 5 ENG 1 N E ERS SURVEYORS 5 OF 6 16 REMOVE EXISTING WOOD BARRICADE. 1'_10' C.B. 75 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED DRAWING NO. 1"=10' CITY MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END CE NO 20596 19 INSTALL W53 SIGN ON POST OR ST. LT. DESCRIPTION OF REVISION DATE q APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE 7'/ ' FILE NO � r I:\52526\IMPLANS\TR 16314\SIP05.dwg 7/12/03 PROJECT SHEET NO. OF