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Home My WebLink About2026 DRAIN IMPROVEMENT PLANS STREET AND STORMPROJECT GENERAL NOTES BASELINE RD. �W SITE , o� 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO 18. PROVIDE A MINIMUM OF I CONDUIT FOR FUTURE FIBER OPTIC USE STREETS WITH CONNECTION THROUGH THE PARKWAY TO EACH LOT AT S CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ON ALL CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. OR PARCEL (FIBER-TO-THE-CURB, FITC). SEE DRY UTILITY PLANS FOR DETAILS. CHURC CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO FOOTHILL BLVD. THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER ARROW RT. METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE ACT NON 16301 & 16 5 RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO ONGA ¢ a COST TO THE CITY OF RANCHO CUCAM r w z FAMILIARIZE HIMSELF WITH H O CUCAMONGA RMING WORK ON THIS PROJECT SHALL. FRANC _ 3. ANY CONTRACTOR PERFORMING CITY OTHE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIESIN THE RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH 4TH S . FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL 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. VICINITY MAP 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MANS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. NOT TO SCALE 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 RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE I NI (D. 0O j i I Ill AM SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE I ! o ! MATERIALS AND/OR SURFACING. I 1 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL. BE SUBMITTED TO THE CITY TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL ENGINEER LISTING ALL \ ® I CONTENT AND GRADATION OF ASPHALT PAVING. 4 j l 1n 13 1 �- r i 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE V Q a ) ` 17 I I 1 2 1 j (� 7 p 5 4 CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, ` 0 1 I I i SIEVE ANALYSIS AND SAND EQUIVA!ENT OF AGGREGATE BASE. A I I 10. PAVING SHALL. BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN - 3 G � i TO DETERMINE STRUCTURAL SECTIONS do VERIFIED PRIOR PAVING. a f E _ f 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY _ {I I PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ` � �; - MAT THE SUB-GRADE SHALL BE = �"' ``'"� -�--- _y•-i ' � I I w ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE = . - _ I GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL I \: -GRADE A SOILS STEMLANT REGISTERED 7 ! A 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUS ,-'�� . _ _��- BY THE E.PA. FOR USE UNDER A.C. AND P.C.C. SHALL. BE UNIFORMLY APPLIED AT THE �; = - 44 6 L E G E N D r � G j 22 21 20 I ! 1 ! IIS MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. �' ;` 34 3,�j � 32 � 31 ( 30 1 29 28 2 7 � 2 V � 25 j 2 4 2 3 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF ; ( I : �r , ,� 35 I i I THE DEVELOPER. THE CONTRACTOR SHALL. MAKE HIS OWN DETERMINATION OF t / � _ � I � _ � _ � ___ �+ 9 DENOTES STREET PUW SHEET NUMBER QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY I ___ - _ �_ I I CONSTRUCTION THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE /� I -� i I 1 ! i 4 � I j 4 + CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. t 1 DENOTES STORK DRAIN PLAN SHEET NUMBER ® ! 2 3 I j j 7 ! ► t 8 CHO CUCAMONGA STANDARD NUMBER 401 SHALL. BE , '� ! j 1 4 1 � 4 0 I 3 9 I 3 8 37 I 36 1 � I � 1 r � ( ! 14. STREET SIGNS PER CITY OF RAN I i 2 y CONSTRUCTED AT EACH INTERSECTION. ` DENOTES PROPOSED STREET L1GHT5 t3 , j i I j ► I A\ � t44 � � I ! 0 ViO 1 p d��51 CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR � , ! ! rJ! I + ; _,, _ _ _ 0DENOTES EXISTING STREET LIGHTS 5 11�E CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON \ a ! 1 \ j i - - _ - r_—_ I W REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY - - - �- -}�- ENGINEER FOR APPROVAL __ __ h DENOTES STREET NAME SIGN 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 DENOTES TRAFf1C SIGN INSPECTOR. , 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 (17) ALL ON-SITE IMPROVEMENTS INCLUDING AL1 GRADING HAVE BEEN COMPLETED, AND ALL UN- i i t .�J i 7 15 0 1 5 1 2 t 1J 11 11 4 j 1 3 ! 12 1 1 110 i 9 Y IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- FACTION t 49 ACCEPTABLE PARKWAY AND ROADWAY � FACTION OF THE CITY ENGINEER. UTILITY CONTACTS H1 I I CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. I `? VERIZON (760) 245-0330 16071 MOJAVE DRIVE, BUILDING A VICTORVIL.LE, CA 92392 INDEX MAP � SOUTHERN CALIFORNIA GAS COMPANY (909) 335-7965 SCALE : 1"=100' 16231 VALLEY BLVD. FONTANA, CA 92335 CHARTER COMMUNICATIONS (951) 343-5165 6680 VIEW PARK CT. RIVERSIDE, CA 92503 SOUTHERN CALIFORNIA EDISON COMPANY 1 (800) 655-4555 7951 REDWOOD AVENUE FONTANA, CA 92366 CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 10440 ASHFORD ST. RANCHO CUCAMONGA, CA 91729 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE DESCRIPTION OF REVISION DATE CI BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON APPROVED: THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON CITY OF RANCHO CUCAMONGA THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED STREET AND STORM DRAIN IMPROVEMENT PLANS FOR TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORSAND AND HEALTH LAURELWOOD ESTATES REGULATBIONS" OFTTHE U.S.ORS LDEPARTMENT L COMPLY IOF NDUSTRIALTH THE PRELATIONSS""CONSTRUCTION TITLE SHEET � THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH TRACT NO. 16301 & 16445 REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION T APPROVED BY DATE:, �3 of CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE2495 v- RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF EXISTING SURVEY MONUMENTATION Q�Of ESS/0 CITY ENGINEER RCE N 0 THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS MONUMENT OF RECORDS THAT COULD BE DISTURBED BY �� ,`l C. DESIGNECOM ENDED REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MON ( ) �� Fye CITY OF RANCHO CUCAMONGA ""'. 17ift350 Ave."a a HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE N N �� Ts"a.3so r IN _ 596 �" z BENCH MARK NUMBER 10051 R.P.P. 1 o o K i c x v m 44u,�ses� AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, DESCRIBED AS FOLLOWS: No. 20 m • CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 9-30-05 � C E NTE X HOMES ELEVATION : 1300.686 DRAWN :C"U►.= 1 9 Y O RSu SHEET Z NEGLIGENCE OF THE OWNER OR ENGINEER. NONE / `�* Exp" SET 2' BRASS DISK IN CONC. CURB STAMPED CITY OF E.V.J. Y L A N N E t 3 �N O I N�E R S s u w v i r o e s l �i C� �q CIVIL ��' ' RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST 1 NG N0. V OF DATE / �" lF F� SOUTHERN CALIFORNIA DIvIs10N STANL C. MORS RCE N0. 20596 `� CAi-� CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED Np 20596 DRAWL 4 2280 Wardlow Qrde • Suite 150 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END S.C.M. �/ FILE NO 202 LL Corona,CA 92880• (909) 479-9324 OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. DATE FF-- LAURELWOOD EST Last Revised: Wed Nov 24, 2004 - 11:14-am Last Plotted: Wed Nov 24, 2004 - 11:140m Plotted By: STATCN69 Drawing: 1-\36952\IMPLANS\SIP01.dwg PROJECT SHEET N0. OF ' s STREET TREES SCHEDULE: CONSTRUCTION NOTES & ESTIMATED QUANTITIES LEGEND STREET BOTANICAL NAME COMMON NAME MIN. GROW SPACING SIZE QUANTITY ORIENTATION R/W R/W TR 16301 TR 16445 SPACE STREET IMPROVEMENTS UNIT QUANTITY QUANTITY 60' GOLDEN LEAF DRIVE CHITALPA TASHKENTENSIS CHITALPA 3' 25' O.C. 15 GAL 48 EA 30' 30' 1. CONSTRUCT 3' AC OVER 40 AB. (INTERIOR STREET MIN. STREET SECTION). SF 65100 25500 2. CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL 104. LF 3840 1105 WINE CELLAR COURT LAGERSTROEMIA INDICA 'CATAWBA' PURPLE CRAPE MYRTLE 3' 20' O.C. 24' 26 EA i 1810 Id 18, 12 i 3. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. SF 29400 5770 HYBRID 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. EA 2 4 CRESTFIELD COURT PYRUS CALLERYANA 'ARISTOCRAT' NCN 3' 20' O.C. 15 GAL 19 EA. 0 0.5, 4' 7' 0.5' 0.5' 7' 4' 0.5' 5. CONSTRUCT CROSS GUTTER PER CITY STD. PL 106-A. SF 0 1700 W 29 2 1 0'02' 2- 6. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 TYPE R-1 (W= 16% X= 3'). SF 6790 2000 SUB-TOTAL 93 EA 3 117 9: --1- -- 7. INSTALL HYDRANT MARKERS PER CITY STD. PL 134. EA 7 3 3 t "s �= •` •., 3 8. INSTALL 4' SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. 0 135 9. INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-B. EA 3 2 10. INSTALL STOP SIGN PER CITY STD. PL 401-B (R1). EA 1 2 R 67 T.I. 6.0 11. STENCIL 'STOP' AND STOP BAR. EA 1 2 (TYPICAL) 60' R/W 12. INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. EA 15 5 MAGNOLIA GRANDIFIORA 13 ADJUST SEWER MANHOLE TO GRADE. EA 7 4 HAVENHURST PLACE 'ST. MARY NCN 3 20' O.C. 15 GAL 9 EA GOLDEN LEAF DRIVE, HAVENHURST PLACE, WINE CELLAR COURT 14. ADJUST WATER VALVES TO GRADE. EA 0 4 SUB-TOTAL 9 EA. & CRESTFIELD COURT (STA 10+00.00 TO STA 13+43.46) 15. INSTALL STREET TREES PER SCHEDULE AND NOTES HEREON. EA 79 23 0 16. REMOVE EXISTING WOOD BARRICADE. Z N.T.S. �' 1 � 0 17. INSTALL WOOD BARRICADE PER CITY STD. DWG. NO. 131-A. EA 0 0 ~ R/W 18. CONSTRUCT CURBSIDE DRAIN OUTLET PER DETAIL ON THIS SHEET. EA 0 1 R/W 19. INSTALL W53 SIGN AND POST OR MOUNT ON STREET LIGHT. EA 1 1 N 60, 20.1 INSTALL R2(25) SIGN AND STENCIL '25'. EA 1 1 30' 30' 21• CONSTRUCT 10r COBBLE CURB & GUTTER PER CITY STD-PL 105 B.. LF 130 330 If 12' 18, 18, 12, 22. REMOVE EXISTING WALK & CURB & GUTTER AND SAWCUT 2' OF EXISTING PAVEMENT. LS 1 1 I 23. REMOVE EXISTING AC BERM. LF 330 330 24. CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. PL 104. LF 0 285 4' 7' 0.5' 0.12' 0.5' 7' 4' 0.5' 25. CONSTRUCT 6' AC OVER r;' AB MINIMUM. SF 5240 2950 102 EA. TOTAL I L% 4 1 4 �, 26, GRIND EXISTING PAVEMENT 0.1' X 5' WIDE. SF 1660 1560 2-.24-- 27. CONSTRUCT A.C. CAP (0.1 MIN.) OVER EXISTING PAVEMENT. SF 1660 1560 3 28. INSTALL STREET LIGHTS 9500 LUMEN HPSY BY SCE, PAID & COORDINATED BY DEVELOPER. EA 1 2 R 67 T.I. 6.0 STORM DRAIN IMPROVEMENTS 30. CONSTRUCT 18' RCP STORM DRAIN ('D' LOAD PER PROFILE). LF 73 0 CONSTRUCTION NOTES FOR STREET TREES (TYPICAL) 60' R/W 31 CONSTRUCT 2,' RCP STORM DRAIN (Cr LOAD PER PROFILE). LF 434 0 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. CRESTFIELD COURT (STA 13+63.46 TO STA 15+28.62) 32. CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 (W AS SHOWN ON PLAN). EA 4 0 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT N.T.S. 33. CONSTRUCT MANHOLE N0. 1 PER CITY STD. PL 318. EA 0 4 SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT 34. CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY STD. NO. 336. EA 2 0 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 CONSTRUCTION NOTES DIVISION. WEST'LY 40. STENCIL TYPE N LEFT/RIGHT ARROW PER CALTRANS STD. DWG. NO. A24A. LS 1 3 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. I R/W VARIES 41. INSTALL 8' SOLID WHITE CHANNELIZING LANE LINE PER CITY STD. DWG. NO. 133. LF 30 70 1.5' I 5.5' - 18' VARIES 32' - 44.5' 42. INSTALL 4' SOLID DOUBLE YELLOW LINE PER CITY STD. DWG. NO. 133. LF 150 0 SIDEWALK EASEMENT I 43. INSTALL 4' SKIP WHITE LINE PER CITY STD. DWG. NO. 133. 130 600 VARIES 22 t - 32 t EXIST. AC � SIGNING & STRIPING NOTES : I I 7' - 19.5' PAVEMENT TO REMAIN 44. INSTALL 4' SOLID WHITE LINE PER CITY STD. DWG. NO. 133. LF 200 360 1 45. INSTALL R18.1 SIGN AND POST EA 1 1 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND I 19} 46. INSTALL R26(S) SIGN. MOUNT ON STREET LIGHT POLE. EA 4 3 THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS AND STANDARD 0.5' 16' 27 SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD -,) 26 PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED OR 1 I n DIRECTED BY THE CITY ENGINEER. 1 29; MIN, 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND 3 _-- • INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LAST EDITION) AND THE 1 21 .` 23 FOLLOWING PROVISIONS: 25 A ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CITY MAINTENANCE STENCILS, (SAE.) UNLESS OTHERWISE NOTED. B. ALL CONFUCTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. R 72 * T.L 8.0 C. ALL CONFLICTING TRAFFIC SIGNS SHALL BE REMOVED AND SALVAGED. * PRELIMINARY. FINAL R-VALUES TO BE REMOVED BY WET SANDBLASTING. ETIWANDA AVENUE TYPICAL SECTION DETERMINED BY SOILS ENGINEER AT D. SUFFICIENT CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL COMPLETION OF GRADING. BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. F. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD LINE INE WES SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 ML THICK (WET). LR/WW INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO I WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. 1.5' ,4 18' H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE SIDEWALK EASEMENT I INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. 0.51 1 1 FOLLOWING PROVISIONS: -'4 I CONSTRUCT CURBCORE FOR ' DRAIN PIPE DESCRIPTION OF REVISION DATE CITY I. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR I 4APPROVED: HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE V-DITCH PER I SATISFACTION OF THE CITY ENGINEER. ROUGH GRADING Pllahi 1 J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ---------------- I -- 2'- 1270.10 INV CITY OF RANCH 0 CUCAMONGA -- --- (3/4 ABOVE GUTTER FLOWUNE) ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS. -� STREET IMPROVEMENT PLANS FOR K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN (1270.73 INV) 3:1 4 SDR 35 (S=0.0237) ; C. ESS/0, ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY 1270.55 INV pQ LAURELWOOD ESTATES TFIC ENGINEER. ,L�`� ��,`�-� C• � Fy 18 CURB DRAIN DETAIL ESTIMATES OF QUANTITIES, TYPICAL SECTIONS, 3. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STD. DWG. NO. 401-B. N.T.S. No. 20596 �` m STREET TREES & DETAILS d* Exp. 9-30-05 Ow- TRACT NO. 16301 & 16445 9lFQ` CAL- APPROVED BY DATE:/4/_2 % CITY ENGINEER RCE NO 24953 IFCITY OF RANCHO CUCAMONGA DESIGN MORS. 17320go"MAL RECOMbdENDED R.P.P. SWIS iso BENCH MARK NUMBER 10051 9 O R i t N brigs,G 92614 C E NTE X HOME S ELEVATION : 1300.686 DRAWN 21 s�N�►.: Fuld FAM 9t92s1-65949-25 -os16 SHEET SET 2' BRASS DISK IN CONC. CURB STAMPED CITY OF u RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST E.V.J. v NIR I N O I N 1 1 R 3 s u R v s v o R s 2 OF 9 SOUTHERN CALIFORNIA DivisioN CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED20596 DRAWING NO. 2280 Wardlow Circle • Suite 150 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END E NO Corona,CA 92880 • (909) 479-9324 OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE / FILE NO X2026 Last Revised: Wed Dec 08, 2004 - 5:55pm Last Plotted: Wed Dec 08, 2004 - 5:56pm Plotted By: STATION69 Drowing: I:\36952\IMPLANS\SIP02.dwg PROJECT SHEET NO. OF T T- 3 4 T f 7 7 50 W1 T- 4=4i TO T -7-+- It . . .......... . 4- t7 F T ?s a f 7- --7- t t 7- 1 80 f T f t t I t EX N!U C F j Q f t T' t --7 A T _J f t 7-- 4 EX q'-Gm -T- 8 J f T L r -T----- T- t 7 A T OF Ea T- A 4 -T---------- I A a5g T f f t E --T 7777 T- 8, t t I 7 4 F SLY CU f ------------ T T�- a V C VE t r -1- -------T- 7-77 --77:7-7 T 7- T f fR?FI�E 7 1? STRWT1 __r o j- 4- f t I HORQ. I VEqT. jfj4' il"=44 71- T-7- -T f J If PLM SCALE 1 0 1 1 1 2 13 1 4 15 1 6 17 1 8 19 201 Vo=40' 21 16 �0 to 17 15 14 CA 13 101, 4 N-o zz' .04 1+ td - 12 06 Q11 4 5 18 r b 1-z qzs C�v 4":x + 4 7 4 cp 10 8 9 lcrj N N (0 (0 19 t--z hi til 3 W=4 1 3 W=4# 3 W=4' 9'1� 1151- �i �i 'P_- 13, V A % �-:R td Ou Nil npo V Cx 9F 7i 2 0'+0 T +C 0 Z' 2 �F 4 �4�00, 7A A- A 7 41. 0 -�4 C14 3 It V, 16 W=4' ;b W=4' �i cli �d 32 31 4 3 0 A -4 33 @ Z� td to 34 29 0 1 6 28 1 27 1 26 & 25 (924 23 22 21 20 HAVENHURST PLACE SEE SHEET NO. 4 35 GOLDEN LEAF DRIVE LEGEND 5' 5' lop 6' 5 CO t-3 co <5 9 CONSTRUCT AC PAVING PER CONSTRUCTION NOTE #11 CURVE TABLE �2 cc %-- 99 R L T 39*36 '46' 27 . 00 ' 18 . 67 ' 9 . 72 ' 40' 20' 0 10' 20' 40' 45* 15 '2 0' 45 , 00 ' 35 . 54 ' 18 . 76 A 01 0% 1" 40' CWHIC SCALE 41 34 . 831 c'), C 61 *58 '27' 58 . 00 ' 62 . 7 CITY OF RANCHO CUCAMONGA D 38* 09 '51 27 . 00 ' 17 . 98 9 . 34 ' D CONSTRUCTION NOTES E 32*31 '30' 45 . 00 ' 25 , 55 ' 13 . 13 ' STREET IMPROVEMENTS - PLAN AND PROFILE 1 34*36 '59' 58 . 00 ' 35 . 04 18 . 07 ' CONSTRUCT I AC OVER 4! AB. (INTERIOR STREET MIN. STREET SECTION). @ INSTALL STREET LIGHTS 5800 LUMEN HPSY BY SCE, PAID COORDINATED BY DEVELOPER. 102 , 00 23 . 82 ' 11 . 96 100 1 C. 13*22 '46' co 8 <1 1z' 9 *-14 G) -6 CURB & GUTTER PER CITY STD. PL 104. @ ADJUST SEWER MANHOLE TO GRADE. 34*54 '49' 600 . 00 , 365 , 62 ' 188 . 68 OLDEN LEAF DRIVE (DCONSTRUCT A2 G o. 20596 Q, 30#20 '45' 582 . 00 ' 308 . 25 ' 157 . 83 ' 11-1 �Ilj Qj. rn CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. (9 ADJUST WATER VALVES TO GRADE. p ;A 0% '4 5' 'er, Exp. 9-30-05 34-54 '49' 618 . 00 ' 376 . 58 ' 194 . 341 11 0'0- 5 W (DCONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. @ INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHT. 2. R 10, cim TRACT NO. 16301 & 16445 1 -0 ;9 K; (K) 16-29 '24- 1582 . 00 ' 455 . 31 229 , 24 ' 6' "N 124 CF Cjkl-\� CONSTRUCT CROSS GUTTER PER CITY STD. PL 106-A. REMOVE EXISTING WOOD BARRODE. 16-29 '24' 1600 . 00 ' 460 , 491 231 , 85 ' CA TCH BASIN G4 TCH 34SIN APPROVED BY DATE:/,2- 1�-,�/ CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 10 1-A. INSTALL W53 SIGN AND POST OR MOUNT ON STREET LIGHT. m 16*29 '24' 1618 . 00 ' 465 , 67 ' 234 . 46 ' CITY ENGINEER RCE NO 24953 (DINSTALL HYDRANT MARKERS PER CITY STD. PL 134. INSTALL R2(25) SIGN AND STENCIL -25r. 0 5*45 ' 10' 1618 . 00 ' 162 . 451 81 . 29 ' DESIGN A60221 17320 R*M Ave. RECOMMENDED - SO 5-45 ' 10' 1600 , 00 ' 160 , 65 ' 8 0 . 39 ' CITY OF RANCHO CUCAMONGA Suile 350 INSTALL 4! SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. OSAWCUT & REMOVE EXISTING PAVEMENT, CURB & GUTTER TO STN. 13+60.75. JOIN EXISTING PAVEMENT. p 5*45 ' 10' 1582 , 00 ' 158 . 84 79 , 491 BENCH MARK NUMBER 10051 R.P.P. 90KICH irvim,CA 9U14 INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-8. @REMOVE EXISTING DRIVE APPROACH, WALK. CURB & GUTTER & SAWCUT 2- OF EXISTING PAVEMENT. 0 10* 0 0 1 0 0 102 , 00 , 17 . 80 ' 8 . 92 , ELEVATION : 1300.686 DRAWN SCHULTZ FAJ& 949- 1-016 SHEET I I SET Z BRASS DISK IN CONC. CURB STAMPED CITY OF @ INSTALL STOP SIGN PER CITY STD. PL 401-B (111). @ REMOVE EXISTING ACCESS ROAD UPON COMPLEnON OF MOSAIC DRIVE IMPROVEMENTS. R 109*51 '27 58 . 00 , 111 . 21 82 . 61 RANCHO CUCAMONGA BM 10051 198r AT THE NORTHWEST E.V.J. PL on$ INGINNIES SURVIYORS 3 OF 9 (D STENCIL 'STOP` AND STOP BAR. �a' 89-51 '24:�:t 45 . 00 ' 1 70 . 571 44 . 89 ' CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED A RAWING NO. T-89 27 , 00 ' 1 42 - '14 P(, Q3 MILES WEST OF ETIWMDA AVENUE, AT SOUTHERNLY END T E No 20596 D DESCRIPTION OF REVISION DATE CITY S.C.M. 2-C!2.(o APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. DATE FILE NO - Last Revised: Wed Dec 08, 2004 - 5:24pm Lost Plotted: Wed Dec 08, 2004 - 5:54pm Plotted By. STATION69 Drawing: 1-.\36952\IMPLANS\SIP03.dwg PROJECT SHEET NO. 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TY 42 4 1 817 NO 21. 1;Z1 4 3 3 f ARK W=4' IA F No. 3 W=4 .A T--,71 T . ...... y�Z�il_4 2g.uu N ............ c Dwy W=12 01 .3+ 0 14+00 5 15+83 9 ......... 1'2+W /)wy v A 7 6 ti) 5' If V I \1 'It — 35 INT. �0 (0 A '6) 56+12.80 50 + 3 W=4' \24 VICTORIA PARK LAN '\ " Q� --Will w 4' 3 Typ. \� ' �I 'd 'd 'd W=4' z Z ep 4 �d N 1 4 zz, c") 47 48 49 cizill 'd C�' cj ;r cn 4 46 + 4 A N) (�o (0 21; 50 51 52 T lr� J_�) (a\ /11 '/ 1, hi . cop 45 G TO 401.6 Z z (40 -50 41� Q) + + (14 19 61 IR; C'. c"I WINE ER LAR COURT 6p C*4) _n 5" n CA TCH BASIN CA TCH BASIN 10=11Y 10=1(Y 'w. 20' 0 10' 20' w 1"=40' GWHIC SCALE CURVE TABLE R L T CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES LEGEND 87*24 '25' 35 . 00 ' 53 . 39 ' 33 , 451 IR Ess/ 01 STREET IMPROVEMENTS - PLAN AND PROFILE CONSTRUCT AC PAVING PER CONSTRUCTION NOTE 11 14*27 '40' 900 . 00 ' 227 , 15 ' 114 . 18 ' I C. CONSTRUCT Jr AC OVER 4! AB. (INTERIOR STREET MIN. STREET SECTION). C 14*27 '45' 918 . 00 ' 231 . 72 ' 116 . 48 ' D 14*27 '41 882 . 00 ' 222 . 62 ' Ill . 90 ' No. 20596 CONSTRUCT A2-6 CURB & CUTTER PER CITY STD. PL 104. rn WINE CELLAR COURT @ INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. 15# 00 ' 04' 112 . 00 ' 29 , 32 ' 14 , 751 Exp. 9 Pin, 00 ' 07' 38 . 00 ' 139 . 28 ' c CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. @ ADJUST SEWER MANHOLE TO GRADE. 141 81 vit CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. (9 ADJUST WATER VALVES TO GRADE. OF CAL TRACT NO. 16301 & 16445 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. I @ INSTALL STREET TREES PER SCHEDULE AND NOTES ON-SHT. 2. APPROVED BY DATE: CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 REMOVE EXISTING WOOD BARRICADE. CITY ENGINEER — RCE NO.249�3 INSTALL HYDRANT MARKERS PER CITY STD. PL 134. INSTALL W53 SIGN AND POST OR MOUNT ON STREET LIGHT. C1'ff OF RANCHO CUCAMONGA DESIGN 0251 17320 Fk"Ave. RECO MENDED Suits 350 R.P.P. INSTALL 4! SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. INSTALL R2(25) SIGN AND STENCIL -25'. BENCH MARK NUMBER 10051 OKICH kvine,CA 92614 Voicc 949-251-8821 INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-B. @ REMOVE EXISTING WALK, CURB & GUTTER AND SAWCUT 2' OF EXISTING PAVEMENT. ELEVATION : 1300.686 DRAWN CHULTZ FAX 949-253-0516 SHEtT @ INSTALL STOP SIGN PER CITY STD. PL 401-B (131). SET Z BRASS DISK IN CONC. CURB STAMPED CITY OF E.V.J. PL miss INGINglas suavoyclas RANCHO CUCAMONGA BM 10051 198-r AT THE NORTHWEST 5 QF—9 @ STENCIL "STOP" MD STOP BAR. CORNER OF BASE LINE ROAD AND SWMSON PLACE 0.25 CHECKED 20596 DRAWING NO. MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END E NO — 20 .? r DESCRIPTION OF REVISION DATE CITY F CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE FILE NO APPROVED: 0 Lost Reviised: Wed Dec 08, 2004 - 5:19pm Lost Plotted: Wed Dec 08, 2004 - 5:52pm Plotted By: STATON69 Drawing: I-.\36952\1MPLANS\S1P05.dwg PROJECT SHEET NO. —OF It 4 f i —7-7-7 7 T_ . 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I " � �111* I - I I I I , I I _: I " . . 11 1-1 E T1 WANDA AVENUE ,S"m & Swm I 11 Wrg: : � I LEGEND INS'rRI-L ,PRIMTil�' I-1?NPJC1hp1"CT ,914> 19,Z14W710--V CONSTRUCTION NOTES CONSTRUCT AC PAVING PER CONSTRUCTION NOTE J11 -s ys rem-s 1AI, nw- ,p,#1e,ewxy5 Re.aw -91-aw* 97-11MA1144 4V- IvIzIpm 7ig mo4le 1mA,e,qt101*,Wwr-r OCONSTRUCT I AC OVER 4! AB. (INTERIOR STREET MIN. STREET SECTION). @ INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHIT. 2. CONSTRUCT AC PAVING PER CONSTRUCTION NOTE 125 gar/yl; Ileceivr6rp 47Y r1le, "ry, CITY OF RANCHO CUCAMONGA @ CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL 104. @ REMOVE EXISTING WOOD BARRICADE. - STRUCTION NOTE 127 Q CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. @ CONSTRUCT CURBSIDE DRAIN OUTLET PER DETAIL ON SHEET 2. F/;o S - PLAN AND PROFILE (D CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PIL 102 & 103. @INSTALL W53 SIGN AND POST OR MOUNT ON STREET LIGHT. IR ES / PER CITY STD. Ft 106-A. @INSTALL R2(25) SIGN AND STENCIL "25r. I . <0" ETIWANDA AVENUE @ CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101-A. @CONSTRUCT 1T COBBLE CUR13 & GUTTER PER CITY STD-PL 105 B.. - (n No. 20596 I" �� # A R L T L> m @ INSTALL HYDRANT MARKERS PER CITY STD. PiL 134. @REMOVE EXISTING WALK & CURB & CUM AND SAWCUT 2' OF EXISTING PAVEMENT. 'O, Exp. 9- -0 5 _Z" @REMOVE EXISTING AC BERM. 01 90# 001001 35 . 00 ' 54 . 98 ' 35 . 00 ' * civ t TRACT NO. 16301 & 164450 @ INSTALL 4! SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. 0)1 2 0-21 '51 " 1 00 . 00 " 35 . 54 ' 17 . 96 '_1 1 1 1 @ INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-B. @CONSTRUCT A2-8 CURB & GUM PER CITY STD. PL 104. OF CA0i APPROVED BY : � D ATE:42�-/ I CITY ENGINEERA)'-(&��/(J�t RCE NO 24953 @ INSTALL STOP SIGN PER CITY STD. PL 401-B (RI). @CONSTRUCT Er AC OVER 6r AB MINIMUM. - DESIGN ,) I/ 4 momsm 17320 Itedhil Ave. RECOMMENDED @ STENCIL NSTOP"' AND STOP BAR. @ GRIND EXISTING PAVEMENT 0.1' X 5' WIDE. Suile 350 @ CONSTRUCT A.C. CAP (0.1' MIN.) OVER EXISTING PAVEMENT. I BENCH MAR R.P.P. DQKICH Irvi",CA 92614 4pw @ INSTALL STREET LIGHTS M LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. I ELEVATION : 1300.686 Vokc 949-251-8821 @ ADJUST SEWER MANHOLE TO GRADE. @ INSTALL STREET LIGHTS 9500 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. SET Z BRASS DISK IN CONC. CURB STAMPED CITY OF DRAWN 6 C H V L T I fikk 949-251-0516 SHE97 - RANCHO CUCAMONGA BM 10051 198r AT THE NORTHWEST E.V.J. — PL, ?�Nafts INGINNIRS SURVIYORS I OF 9 (9 ADJUST WATER VALVES TO GRADE. OAD AND SWANSON PLACE 0.25 CHECKED � DRA2V6� NO. CITY MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END . ,_ .(O I DESCRIPTION OF REVISION I DATE ,APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. — DATE �j !��19 ILE NO — . - ___- I � I � Lost Revised: Wed Noy 24, 2004 - 10:25am Last Plotted: Wed Noy 24, 2004 - 10:36am Plot,Led Br. STAT1,01,169 Drowing: 1.\36952\]MPWS\SIP06.dwg � 14 §c- __ —OF . - � I I , i I 1 7-7 F � - ; I I � , I � I i � � i i � I t I � � I 11 i � I i I i - � L I I t ; I � I � I ; I 11 I i I r I , 1 j I I I I i I I . I I I r I I i I I � i I I i I � I I I t I I I I I 1 . i ! I 1, I I � 11 I I I I I I I I I *' ! I r I I I AV- t, I - f � I I I f I ,� 1 J- I �O I- T_ I " I I I � I I � - 4 �' �� I I I f I I I I I - �, �� i I ' . - I 1 �4- - ' ��41�1 -�"'� ' 711 f - � L I I f I I Ist i - I I I W. 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Ii ,�;.11Iti I1 11j i I.I-1''' VV �t�a ��I( CONNECT IiitW! TO-EXIST Ac 16 31 (0 � ! 4 27 23 7 r I 'r, I ` 2 31 2r 4 1 2 22 21 V V-11 1 0 29 2 2 0 z; J0 2 6 37 7 II Jo A 43 42 1 40 4 SCALE 1*r-60' II V ,I 8 0 4 4, A (cli� HQ0 4 r ILI= u 21- 7� -CONNECT TO EXIST. T V ICONN Gl 11ELEY 4 40VR TO E�ls JL L L A L I I[J 1 L L V LEGEND: IT '4 1 0 4_ 9 49 4 i 1 1 1 4 D 4 -6 47 1: zl- 8- 3 U 1 IYxbfx15� PULL BOX 1-3" CONDUIT P/L P/L R/W R/W 60, 12' 36' _ 12' CITY OF RANCHO CUCAMONGA c 1 4.5% 18, 18, COMPETITIVE ACCESS CONDUIT NOTES: ESS/ !7, IR COMPETITIVE ACCESS 1. ALL PULL BOXES WILL BE llxbfx`15� AND WILL BE INSTALLED IN THE PARKWAY. I C. (FIBER OPTIC) 2. ALL CONDUIT BETWEEN PULL BOXES WILL BE 1. cl> No. 20596 3. ALL SERVICE CONDUIT WILL BE 1 1/2 . Exp. 9-30-05 ciw_ TRACT NO. 16301 & 16445 OF CAI- APPROVED BY : � . . (I DATE:/2-43'e�� CENTERLINE COMPETITIVE ACCESS CITY ENGINEER 1W RCE NO 24953 JOINT FIBER OPTIC 2�_9&=_::= BOX 1Jrx9 )(15r DESIGN A601151 17320 Ece"&a. REC DED CITY OF RANCHO CUCAMONGA Suile 350 R.P.P. POKICH kvim,CA 92514 BENCH MARK NUMBER 10051 AL Voiam 949-253-8821 GOLDEN LEAF DR., HAVENHURST PL. ELEVATION : 1300.686 DRAWN SCHULTE FAY. 949-253-0516 SHEtT WINE CELLAR CT, CRESTFIELD CIT. SET Z BRASS DISK IN CONC. CURB STAMPED CITY OF E.V.J. PL VNIRS ENGINEERS SURVEYORS RANCHO CUCAMONGA BM 10051 198-r AT THE NORTHWEST 9 OF STREET PROFILE CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED E No 20596 DR W NQ NO. N.T.S. DESCRIPTION OF REVISION DATE CITY MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END S.C.M. DATE \,j Z t FILE NO — APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. Lost Revised: Wed Nov 24, 2004 10-22am Last Plotted: Wed Nov 24, 2004 — 10:34om Plotted By,. STAT069 Drawing: 1.\36952\IMNM\SIP09.dwg PROJECT SHEET NO. —OF T b, ' � ril r7