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HomeMy WebLinkAbout1891GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 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 SWILL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINT'S 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. 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 SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS MID/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERALS REPORT Shall BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 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 TEST'S 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 SHALL BE FILLED WITH A FINE 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 EPA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE 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 THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL 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 REUEVE 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.. 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. 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- ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- FACTION OF THE CITY ENGINEER. UTILITY CONTACT CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS 14 PRIOR TO EXCAVATION: 17>fi0 R•dl,ll Aw. GENERAL TELEPHONE COMPANY: (800) 422-4132 280 SOUTH LOCUST P.O. BOX 2920 POMONA, CALIFORNIA 91766 r�,CA Yt616 SOUTHERN CALIFORNIA EDISON CO. 1-800-655-4555 7951 REDWOOD AVE. valve: ♦M -751-m1 FONTANA, CA. 92336 CUCAMONGA COUNTY WATER DISTRICT: (909) 987-2591 9641 SAN BERNARDINO ROAD ENGINEERS RANCHO CUCAMONGA, CALIFORNIA 91730 DCA CABLEVISION: (714) 987-2225 9155 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 PACIFIC TELEPHONE COMPANY: (714) 999-5639 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 BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED 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 AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. I INDEX MAP SCALE : 1"=100' STREET AND STORM DRAIN IMPROVEMENT PLANS VICTORIA ARBORS TRACT NO. 16312 IN THE CITY OF RANCHO CUCAMONGA 1 13 �? �� 10 7 5 4 WOOD --DRI VE - 8 . -_.. -? 4 -o A FELLA TION w _ TRAM H0. 1631 LVE C 73 _.. m PYA TERBR f OK SRI VE . _-� i_ _ 5 8' � 9 { A4 q� 6 64 [7,43 �, 1t 4a 4 /1-7 42 q ., 41 1 yrsDRI rte, 14 39 7 � J vl � � A z j 9 sT 9 c ;A EXISTING SURVEY MONUMENTATION I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: j' NONE 4 /-)/1 DATE 5 . Z 1. U 3 STANLEY C. RCE NO. 20596 F ESS /C. ON\ No. 20596 r" m Exp. 9-30-05 q�F Q` CAE\F� SPECIAL NOTE APPROVAL OF THESE PLANS DOES NOT COMMM DMERING AUTHORIZATION TO ISSUE BUILDING PERMITS OR FINAL OCCUPANCIES FOR MY HOUSE/HOME OF TRACTS SHOWN M I THESE PlERMlIS/OCCUPANCIES SHALL ONLY BE ISM AM ALL CONDITIONS AND TERMS ARE CARRIED OUT TO THE SATISFACTION OF THE CRY DMEER AND/OR AS NO7D IN ANCHO TWANDA DM"M AGREEMENT DO -0Z ON FILE 01 TW «, « CLEW. L E G E N D 9 DOCTEs STREET KAN SHEET NUMBER 10 BRAINSTORM DPLAN SHEET NUMOM DENOTES PROPOSED STREET LIGHTS DENOTES EXISTING STREET LIGHTS DDKM STREET NAME SIGN DENOTES TRAFFIC SIGN CITY OF RANCHO CUCAMONGA STANDAR_ D PACIFIC HOMES BENCH MARK NUMBER 10051 ELEVATION : 1300.686 INLAND E M P I R E DIVISION SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF iRANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST 255 Tast Ancon Stmet , Suite 200 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 Comna, CaliArnia 92879-1330 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END Tel No. 909/ 37.2-8500 Far (.,90.9) 372-8510 OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. 1I A VICINITY MAP NOT TO SCALE VICTORIA ARBORS PROJECT SITE DESCRIPTION OF REVISION I DATE I CITY APPROVED: CITY OF RANCHO CUCAMONGA STREET AND STORM DRAIN IMPROVEMENT PLANS FOR VICTORIA ARBORS TITLE SHEET TRACT NO. 16312 APPROVED BY DATE:` CITY ENGINEER RCE NO 24953 DESIGNREC DED R.P.P. DRAWN E.V.J. CHECKED S.C.M. 14 M O t S f 17>fi0 R•dl,ll Aw. 7. 1 13 �? �� 10 7 5 4 WOOD --DRI VE - 8 . -_.. -? 4 -o A FELLA TION w _ TRAM H0. 1631 LVE C 73 _.. m PYA TERBR f OK SRI VE . _-� i_ _ 5 8' � 9 { A4 q� 6 64 [7,43 �, 1t 4a 4 /1-7 42 q ., 41 1 yrsDRI rte, 14 39 7 � J vl � � A z j 9 sT 9 c ;A EXISTING SURVEY MONUMENTATION I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: j' NONE 4 /-)/1 DATE 5 . Z 1. U 3 STANLEY C. RCE NO. 20596 F ESS /C. ON\ No. 20596 r" m Exp. 9-30-05 q�F Q` CAE\F� SPECIAL NOTE APPROVAL OF THESE PLANS DOES NOT COMMM DMERING AUTHORIZATION TO ISSUE BUILDING PERMITS OR FINAL OCCUPANCIES FOR MY HOUSE/HOME OF TRACTS SHOWN M I THESE PlERMlIS/OCCUPANCIES SHALL ONLY BE ISM AM ALL CONDITIONS AND TERMS ARE CARRIED OUT TO THE SATISFACTION OF THE CRY DMEER AND/OR AS NO7D IN ANCHO TWANDA DM"M AGREEMENT DO -0Z ON FILE 01 TW «, « CLEW. L E G E N D 9 DOCTEs STREET KAN SHEET NUMBER 10 BRAINSTORM DPLAN SHEET NUMOM DENOTES PROPOSED STREET LIGHTS DENOTES EXISTING STREET LIGHTS DDKM STREET NAME SIGN DENOTES TRAFFIC SIGN CITY OF RANCHO CUCAMONGA STANDAR_ D PACIFIC HOMES BENCH MARK NUMBER 10051 ELEVATION : 1300.686 INLAND E M P I R E DIVISION SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF iRANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST 255 Tast Ancon Stmet , Suite 200 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 Comna, CaliArnia 92879-1330 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END Tel No. 909/ 37.2-8500 Far (.,90.9) 372-8510 OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. 1I A VICINITY MAP NOT TO SCALE VICTORIA ARBORS PROJECT SITE DESCRIPTION OF REVISION I DATE I CITY APPROVED: CITY OF RANCHO CUCAMONGA STREET AND STORM DRAIN IMPROVEMENT PLANS FOR VICTORIA ARBORS TITLE SHEET TRACT NO. 16312 APPROVED BY DATE:` CITY ENGINEER RCE NO 24953 DESIGNREC DED R.P.P. DRAWN E.V.J. CHECKED S.C.M. SHEEP 1 of 9 - CE NO 20596 DRAWING NO. DATE 5 2�U3 FILE NO / ! r I:\52526\IMPLANS\TR 16312\SIPOI .dwg 5/21/03 PROJECT SHEET NO. - _OF M O t S f 17>fi0 R•dl,ll Aw. OORICN r�,CA Yt616 1 , valve: ♦M -751-m1 S C N U t► Z FAX: 949-751-0316 ISIAN E�R-S ENGINEERS SURVEYORS SHEEP 1 of 9 - CE NO 20596 DRAWING NO. DATE 5 2�U3 FILE NO / ! r I:\52526\IMPLANS\TR 16312\SIPOI .dwg 5/21/03 PROJECT SHEET NO. - _OF STREET TREES SCHEDULE: LEGEND STREET BOTANICAL NAME COMMON NAME SPACING SIZE QUANTITY ORIENTATION _ BRIDLEWOOD DRIVE CERCIS OCCIDENTALIS WESTERN REDBUD 20 O.C. -- GAL. 27 EA. SF 24400 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. EA 10 5. CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. SF 2550 WATERBROOK DRIVE QUERCUS ILEX HOLLY OAK 25 O.C. -- GAL. 26 EA EA 7 8. INSTALL C SOLID YELLOW LANE UNE PER CITY STD. DWG. NO. 133. LF 120 9. INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. Ln 10 10. INSTALL STOP SIGN PER CITY STD. PL 401-B (R1). EA 7 11. STENCIL "STOP" AND STOP BAR. L _ DRY CREEK DRIVE PYRUS CALLERYANA ORNAMENTAL PEAR 25 O.C. -- GAL. 26 EA. p 10 14. ADJUST WATER VALVES TO GRADE. EA 22 15. INSTALL STREET TREES PER DETAIL AND LEGENDS HEREON. EA 151 16. REMOVE EXISTING WOOD BARRICADE. EA 2 17. INSTAL R2(25) SIGN AND LEGEND. EA 2 STORM DRAIN IMPROVEMENTS N W APPELLATION DRIVE MAGNOLIA GRANDIFLORA MAGNOLIA 20 O.C. -- GAL. 6 EA. 3 460 32. "ST. MARY EA 7 33. CONSTRUCT MANHOLE NO. 1 PER CITY STD. PL 318. EA 2 34. CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY STD. NO. 336. EA 2 SUB -TOTAL 85 EA. LF 20 36. REMOVE BRICK AND MORTAR SEAL EA 3 37. CONSTRUCT CONCRETE COLLAR PER CITY STD. NO. 329. EA 1 PINE RIDGE PLACE GEIJERA PARVIFOLIA AUSTRALIAN WILLOW 20' O.C. -- GAL. 38 EA. SILVER OAK PLACE MAGNOLIA GRANDIFLORA MAGNOLIA 20' O.C. -- GAL. 22 EA. ST. MARY = 0 HESS PLACE RHUS LANCEA AFRICAN SUMAC 25' O.C. -- GAL. 6 EA. Z 0 SUB -TOTAL 66 EA. 0 N TOTAL 151 EA. CONSTRUCTION NOTES FOR STREET TREES : 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 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. R/W R/w 0.5' R = 67 Tl = 6.0 (TYPICAL) 609 R/W - INTERIOR STREET N.T.S. R/W 6.0' 6.0' 5.5' I 2 2% 3 NOTE: ( FOR SIDEWALK LOCATION) t~ SEE SIDEWALK LOCATION ALTERNATE BELOW AND PER PLAN. ALONG STREET WITH NO LOT FRONTAGE, THE SIDEWALK IS LOCATED ADJACENT TO THE CURB AND IS 5.5' WIDE. ALL ABOVE GRADE FACILITIES ARE TO BE LOCATED BEHIND SIDEWALK. SIDEWALK LOCATIONS N.T.S. STANDARD PACIFIC HOMES IN L A N D EM P I R E DI V I S I O N 2SS Fast Rincon S%et , Suile 1200 Conn.¢ CalsArnaa .92879-1330 Tel No. /909/ 372-BS00 ,fa (909) 972-BS10 CONSTRUCTION NOTES & ESTIMATED QUANTITIES f ESS /C. pN� CD No. 20596 m kEx,.9 -30-05 c�V1t �P '0 _ " Ar CAt�F� CITY OF RANCHO CUCAMONGA BENCH MARK NUMBER 10051 ELEVATION : 1300.686 SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. DESCRIPTION OF REVISION I DATE IAP R VED:I CITY OF RANCHO CUCAMONGA STREET AND STORM DRAIN IMPROVEMENT PLANS FOR VICTORIA ARBORS ESTMATES OF QUANTITIES, TYPICAL SECTIONS, STREET TREES 8 DETAILS TRACT NO. 16312 APPROVED BY CITY ENGINEER DESIGN I R.P.P. DRAWN E.V.J. CHECKED S.C.M. STREET IMPROVEMENTS UNIT QUANTITY TR. 16312 1. CONSTRUCT_T AC OVER ,C AB. (INTERIOR STREET MIN. STREET SECTION). SF 97300 2. CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. LF 6080 3. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. SF 24400 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. EA 10 5. CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. SF 2550 6. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 TYPE R-1 (W= 16' OR PER PLAN; X= 3'). SF 11100 7. INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. EA 7 8. INSTALL C SOLID YELLOW LANE UNE PER CITY STD. DWG. NO. 133. LF 120 9. INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. EA 10 10. INSTALL STOP SIGN PER CITY STD. PL 401-B (R1). EA 7 11. STENCIL "STOP" AND STOP BAR. EA 7 12. INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID k COORDINATED BY DEVELOPER. EA 26 13 ADJUST SEWER MANHOLE TO GRADE. EA 10 14. ADJUST WATER VALVES TO GRADE. EA 22 15. INSTALL STREET TREES PER DETAIL AND LEGENDS HEREON. EA 151 16. REMOVE EXISTING WOOD BARRICADE. EA 2 17. INSTAL R2(25) SIGN AND LEGEND. EA 2 STORM DRAIN IMPROVEMENTS 30. CONSTRUCT 18" RCP STORM DRAIN ("D" LOAD PER PROFILE). LF 262 31 CONSTRUCT 24" RCP STORM DRAIN ("D' LOAD PER PROFILE). LF 460 32. CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 (W AS SHOWN ON PLAN). EA 7 33. CONSTRUCT MANHOLE NO. 1 PER CITY STD. PL 318. EA 2 34. CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY STD. NO. 336. EA 2 35. REMOVE 20' OF EXISTING 24" RCP LF 20 36. REMOVE BRICK AND MORTAR SEAL EA 3 37. CONSTRUCT CONCRETE COLLAR PER CITY STD. NO. 329. EA 1 f ESS /C. pN� CD No. 20596 m kEx,.9 -30-05 c�V1t �P '0 _ " Ar CAt�F� CITY OF RANCHO CUCAMONGA BENCH MARK NUMBER 10051 ELEVATION : 1300.686 SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. DESCRIPTION OF REVISION I DATE IAP R VED:I CITY OF RANCHO CUCAMONGA STREET AND STORM DRAIN IMPROVEMENT PLANS FOR VICTORIA ARBORS ESTMATES OF QUANTITIES, TYPICAL SECTIONS, STREET TREES 8 DETAILS TRACT NO. 16312 APPROVED BY CITY ENGINEER DESIGN I R.P.P. DRAWN E.V.J. CHECKED S.C.M. I:\52526\IMPLANS\TR 16312\SIP02.dwg 5/21/03 PROJECT SHEET NO.D�_ OF -I u� DATE: T/12 -L RCE NO 24953 a= M o 6 s F 17320 KadhiH Aw. R E C E D Suite 350 7 OOKICN I m, CA 97614 SHEET 1 Name: 949231-6821 S C N Y L i Z FAX: 949-251-0516 PLAN ERS` EN01NEERS SURVEYORS 2 OF DRAWING NO. 18 91 '(�!;?VdV4lrRCE NO 20596 DATE FILE NO I:\52526\IMPLANS\TR 16312\SIP02.dwg 5/21/03 PROJECT SHEET NO.D�_ OF -I L= 95.15' OC I P1= 1274.86 � I } L=ac 72.80' I ( 50' TAN. ' Pl= 1269.1300 1 w _i R N 275 d llix �02 ►.Ri yn � { , +'Pl- 1275.00 I I 3.031ALONG CROWN I , i N c r 1 ��„, A f UNE TOP fl , F 1rr"Lid CURB L- 131.32' 145.16' ,r N4 Oc TAN. vpo L= 16566' LA. M66, { + w wA i w 1.1265 " w b°' R �1.a2z 1275 w I i w w t.08%It 16D %110 N I x I Lw 31.62' , f 1 os 1 i A nw N 0 Oc � I { { , R 1 i OR ITE , i = 4241' LN 1 I 1 50' VC i ^� RN 1 11.92X ' Pl 1269.13 f � + R i 1 1265 N ($N N aC g'4 'Y 42 4r f4 9' w R ��.©2X ► 1275 �N w ft ft _ Loax C4- /4y2.4 N 1 A j t �Lw 30.51 Lw 42.6651 a t 1 t N w , _ t OC Oc TOP .O CURB �+ w L= 131.32 10758' 00w I L= 85.66' L= 65.66' TAN. o>, N TAN= i m h 1 2.48x ( t i C3 1 w N N 1265�,,NN PRORLE SCALES 4'30x r ! I HORIZ. 1"=40' i ' # I {I VERT. 1 -4, 10 11 12 13 14 15 16 17 PLAN SCALE 1" =40' SEE DN'C j 1833 SHT. 4 OF 10 40' 20' 0 10' 20' 40' 6 6 a ci g Y 6 a o E"6 E" �0 WW 1 6 6 6 6 1 6 6 6 a 1 6 6 0 O cp u2�� o= °po=W 6 F"3 l r32'� 215 `�' 3 2 ►-i ►-i 2 Q o o w v ,� 9.78' O.C. - cp �o { rd,a-O Ov O. O O, Nv Ey�4 .W pao + io co , Ev �r p 0. C6 OF-S� oo N feYEy "'1 ro ^Ia0 ee-o O A a$ �o O � � O �o II II 5.2' II 3 � p O °�p p0 ni 3 3 6.95' 1 2 3 rd, '� g , 3 15 (YYP.) 3 �, g �o a2.91 0.c ' 53.91 ' 39.83' �+° o + + + °+° + o �+ 0. C. 56' N CN :r ;� "' "' A 3 W= 4' o O� 6► iii 5 3 W=4' 1 - - Ln 6 1 >> 2 13 14 A 1 14 13 2 1 F_ I CL 1�1 1 1 A _- 1 C D 5 E 9 2 E 5 E 9 H b K 2 c��\ M L o _ 4 4 4 7� w 0 1 LAT, A-24 CROON UNE o 4 9 N\ 13 w C \ EE SHT EC 1 9 OF 9 13 g 3 W= 6' N n O i _ o g5 11 I o W= 4 3 11 0 �o , �'woo 90 6' � V,S \ 3 �\W=8' 1"=40' GRAPHIC SCALE \ 6 CONSTRUCTION NOTES 0 CONSTRUCT 3' AC OVER C AB. (INTERIOR STREET MIN. STREET SECTION). O2 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD, PL. 104. O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. O5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A, Q7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. ® INSTALL C SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. Q9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A & 401-B. 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1). 11 STENCIL 'STOP' AND STOP BAR. 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. 13 ADJUST SEWER MANHOLE TO GRADE. 14 ADJUST WATER VALVES TO GRADE. 15 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2. 16 REMOVE EXISTING WOOD BARRICADE. '0�� 45' a v 6.74 0.c,71 rn 0 6 w _ f + W C. :- et i W + i N� V ` a v 2r 18' 18' 12 apo 2' ;18' 18' 12 " '� o 15 MP.) { 10+45.00 i o 15 - `'- ECR 10+45.00 10+45.00 10+45.00 ^ 17+ 16 73 I 6 DRY CREEK DRIVE BCR ECR WA TERBROOK DRIVE BCR Pcc BRIDLEWOOD DRIVE SEE SHEET NO. 7 12 SEE SHEET NO. 6 1 SEE SHEET NO. 4 LEGEND CONSTRUCT AC PAVING PER CONSTRUCTION NOTE 11 PINE RIDGE PLACE /SOF EC. SS1pN\ No. 20596 r" m Exp, 9-30-05 `� OlVltvl �P 6"CF 1261.22 1260.72 F 6 -CF U, 1261.19 TC 1260.69 FL 1261 16 TC 1dCF Cy'- 1260.33 FL 1261.20 TC 1dCF 1260.37 FL TC 6•CF 41"w 126j23 FL 1260.73 °' rc 6 -CF 1261.26 1260.76 FL cr C.B. 190 1"=10' I:\52526\IMPLANS\TR 16312\SIP03.dwg 5/21/03 PROJECT SHEET NO. 3 OF CURVE TABLE # 0R L T A 198°00'02' 38.00' 131,32' 239.91' B 9°00'00' 240.00' 37.70' 18,89' (C)_ 17°28'55' 100,00' 30.51' 15.38' D 90°31'08' 27.00' 42.66' 27.25' E 90°00'00' 27.00' 42.41' 27.00' F 3°59'00' 982,00' 68.27' 34.15' G 3°59'00' 1000,00' 69.52' 34.78' H 3°59'00' 1018.00' 70,78' 35.40' I 1°39'22' 318.00' 9.19' 4.60' J 15°11'15' 300.00' 79:52' 40.00' K 15°11'15' 282.00' 74,75' 37.60' L 93°59'46' 58.00' 95.15' 62,19' M 67°30'54' 45.00' 53,03' 30.08' N 67°30'54' 27.00' 1 31.82' 18.05' /SOF EC. SS1pN\ No. 20596 r" m Exp, 9-30-05 `� OlVltvl �P 6"CF 1261.22 1260.72 F 6 -CF U, 1261.19 TC 1260.69 FL 1261 16 TC 1dCF Cy'- 1260.33 FL 1261.20 TC 1dCF 1260.37 FL TC 6•CF 41"w 126j23 FL 1260.73 °' rc 6 -CF 1261.26 1260.76 FL cr C.B. 190 1"=10' I:\52526\IMPLANS\TR 16312\SIP03.dwg 5/21/03 PROJECT SHEET NO. 3 OF ,ta- ?Agr 4M OC TMI PINE RIDGE PLACE %A\� v SEE SHEET NO. J CONSTRUCTION NOTES LEGEND Ol CONSTRUCT T AC OVER C AB. (INTERIOR STREET MIN. STREET SECTION). CONSTRUCT AC PAVING PER CONSTRUCTION NOTE 11 O2 CONSTRUCT A2-6 CURB do 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 do 103. O5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106—A. © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101—A. 7O INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. ® INSTALL 4" SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. Q9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401—A do 401—B. 10 INSTALL STOP SIGN PER CITY STD. PL. 401-8 (R 1). 11 STENCIL 'STOP" AND STOP BAR. 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. 13 ADJUST SEWER MANHOLE TO GRADE. 14 ADJUST WATER VALVES TO GRADE. 15 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2. 16 REMOVE EXISTING WOOD BARRICADE. Q3 SILVER OAK PLACE SEE SHEET NO. 5 6► O'�c� �o �O ti�x X 40' 20' 0 10' 20' 40' 1"=40' GRAPHIC SCALE �ROf ESS 1C. pN� No. 20596 f" m Exp. 9-30-05 �9TF � CAAF�\P PROFILE SCALES HORIZ. 1" =40' VERT. 1" =4' PLAN SCALE 1 " = 40' I:\52526\IMPLANS\ l H 16512\SIP04.dwg 51211 PROJECT SHEET NO.OF CURVE TABLE # D R L T A 93°59'46' 58,00' 95,15' 62,19' B 67°30'54' 45,00' 53,03' 30.08' C 11°16'51' 370,00' 72,85' 36.54' D 67°30'54' 27,00' 31.82' 18,05' E 11016'51' 352,00' 69.31' 34.77' I 1059'52' 388,00' 13,53' 6,76' GO 66010'09' 102,00' 10,98' 5,50' H 7°30'20' 300,00' 39,30' 19,68' I 7°30'21' 282.00' 36,94' 18,50' J 69°54'33' 45,00' 54.91' 31,46' K 69°54'33' 27,00' 32,94' 18,87' L 98°17'39' 58.00' 99,50' 67,07' M 3°40'00' 102.00' 6,53' 3,26' Q3 SILVER OAK PLACE SEE SHEET NO. 5 6► O'�c� �o �O ti�x X 40' 20' 0 10' 20' 40' 1"=40' GRAPHIC SCALE �ROf ESS 1C. pN� No. 20596 f" m Exp. 9-30-05 �9TF � CAAF�\P PROFILE SCALES HORIZ. 1" =40' VERT. 1" =4' PLAN SCALE 1 " = 40' I:\52526\IMPLANS\ l H 16512\SIP04.dwg 51211 PROJECT SHEET NO.OF 1265 t 1 i Saar YC R= 1263.60 GRADE i I j A5Z _ ... N1T— N21'2� C.B. 186 1"=10' .263.3 1262.81 1263•= 1262.1 cf 12 1262'46 ,is Of 1263.30 iC 1262.41 �- 1263.36 iC 1262.86 Ft 12 3.4210 1262.92 CONSTRUCTION NOTES O1 CONSTRUCT 3' AC OVER C AB. (INTERIOR STREET MIN. STREET SECTION). Q2 CONSTRUCT A2-6 CURB do 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 do 103. O5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106—A. © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101—A. 7O INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. ® INSTALL 4" SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. Q9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401—A do 401—B. 10 INSTALL STOP SIGN PER CITY STD. PL. 401—B (R1). 11 STENCIL STOP" AND STOP BAR. 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. 13 ADJUST SEWER MANHOLE TO GRADE. 14 ADJUST WATER VALVES TO GRADE. 15 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2. 16 REMOVE EXISTING WOOD BARRICADE. DRY CREEK DRIVE SEE SHEET NO. 7 LEGEND CONSTRUCT AC PAVING PER CONSTRUCTION NOTE #1 LQ .JLL Jl ILL! ltLl. V .SIL VER OAK PLACE BRIDLEWOOD DRIVE SEE SHEET NO. 4 I — 40' 20' 0 10' 20' 40' 1"=40' GRAPHIC SCALE 5' �ce CURVE TABLE } # I A R L T A 10000'00' 102.00' 17.80' 8,92' B 109°59'59' 58.00' 111.35' 82.83' C 90°00'00' NCj 45,00' 70,69' 45.00' D 90°00'00' 27.00' 42.41' 27.00' E 88°15'25' 27.00' 41,59' 26.19' F 93°52'04' 27.00' 44.23' 28.89' G 12°35'06' 300.00' 65.90' 33.08' H 12°35'06' 282,00' 61.94' 31.10' I 69°54'33' 27.00' 32.94' 18.87' J 98°17'39' 58.00' 99,50' 67.07' BRIDLEWOOD DRIVE SEE SHEET NO. 4 I — 40' 20' 0 10' 20' 40' 1"=40' GRAPHIC SCALE 5' 15' �ce i } I I ! 15' 5—_� 15 -1- 6' 5' OFESS/pHq C. C, No. 20596 r" m Exp. 9-30-05 Crvlt �P 9TF 0 CAO t0 M C.B. f94 10=10' 1 MOFLE SCALES HORIZ. 1"=40' VERT. 1"=4' PLAN SCALE 1"=40' I:\5252b\IMPLANS\IK 16512\SIPUS.dwg 5/21/ PROJECT SHEET NO. S OF �ce --s ce U C2 inn n �C-) r N -nom Oq pp9 `04 � ppp (000 r NCj C.B. #95 1"=10' 5—_� 15 -1- 6' 5' OFESS/pHq C. C, No. 20596 r" m Exp. 9-30-05 Crvlt �P 9TF 0 CAO t0 M C.B. f94 10=10' 1 MOFLE SCALES HORIZ. 1"=40' VERT. 1"=4' PLAN SCALE 1"=40' I:\5252b\IMPLANS\IK 16512\SIPUS.dwg 5/21/ PROJECT SHEET NO. S OF �ce ce U C2 N �VNulN Npp Oq pp9 `04 � ppp (000 NCj 5—_� 15 -1- 6' 5' OFESS/pHq C. C, No. 20596 r" m Exp. 9-30-05 Crvlt �P 9TF 0 CAO t0 M C.B. f94 10=10' 1 MOFLE SCALES HORIZ. 1"=40' VERT. 1"=4' PLAN SCALE 1"=40' I:\5252b\IMPLANS\IK 16512\SIPUS.dwg 5/21/ PROJECT SHEET NO. S OF I f `k 1 f I :ii0 00' YC i TOP OF NTY CURB I I PI- 1267.4? 8� 8� 1265 P� 1269.8.1 ! i I I _ + * TOP OF STY CURS I PC 7DY OF X.000 rc Ply 1267 42 C INT. 10+00.00 WATERBROOK DRNE =14+50.80 PINE RIDGE PLACE j # P� 1269.8.1 ! i I I _ + * TOP OF STY CURS I PC 7DY OF X.000 rc Ply 1267 42 C INT. 10+00.00 WATERBROOK DRNE =14+50.80 PINE RIDGE PLACE PINE RIDGE PLACE SEE SHEET NO. 3 CONSTRUCTION NOTES O1 CONSTRUCT 3• AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION). O2 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. O5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A. O7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. ® INSTALL 4" SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. Q9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1). @ STENCIL "STOP' AND STOP BAR. 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. 13 ADJUST SEWER MANHOLE TO GRADE. 14 ADJUST WATER VALVES TO GRADE. 15 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2. 16 REMOVE EXISTING WOOD BARRICADE. 17 INSTALL R2(25) SIGN. WA TERBROOK DRIVE LEGEND CONSTRUCT AC PAVING PER CONSTRUCTION NOTE 11 40' 20' 0 10' 20' 40' 1"=40' GRAPHIC SCALE 4j Q: Kj # A 4 O 4 O IJ 27.00' 42.41 27.00' 3 W= 4 ' �3 00,3 h� 28.89' g 27.00' 41.59' 26.19' + cp j c_p cp Jcz� Cm (Z o_ 0 aO `^ N pp CA. ^ O 00 ^ Opo 00 18' j 18' 1jj d O tV II O it II II O= O r� co ^ o �y O= p -i N N ►� ., � I 3 W= 4' `v 3 "� 3 I I o O X0 3 ►-� ., W= 4' PINE RIDGE PLACE SEE SHEET NO. 3 CONSTRUCTION NOTES O1 CONSTRUCT 3• AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION). O2 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. O5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A. O7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. ® INSTALL 4" SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. Q9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1). @ STENCIL "STOP' AND STOP BAR. 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. 13 ADJUST SEWER MANHOLE TO GRADE. 14 ADJUST WATER VALVES TO GRADE. 15 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2. 16 REMOVE EXISTING WOOD BARRICADE. 17 INSTALL R2(25) SIGN. WA TERBROOK DRIVE LEGEND CONSTRUCT AC PAVING PER CONSTRUCTION NOTE 11 40' 20' 0 10' 20' 40' 1"=40' GRAPHIC SCALE CURVE TABLE # A ray O .may O + A 90°00'00' 27.00' 42.41 27.00' 3 W= 4 ' �3 00,3 h� 28.89' g 27.00' 41.59' 26.19' PINE RIDGE PLACE SEE SHEET NO. 3 CONSTRUCTION NOTES O1 CONSTRUCT 3• AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION). O2 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. O5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A. O7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. ® INSTALL 4" SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. Q9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1). @ STENCIL "STOP' AND STOP BAR. 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. 13 ADJUST SEWER MANHOLE TO GRADE. 14 ADJUST WATER VALVES TO GRADE. 15 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2. 16 REMOVE EXISTING WOOD BARRICADE. 17 INSTALL R2(25) SIGN. WA TERBROOK DRIVE LEGEND CONSTRUCT AC PAVING PER CONSTRUCTION NOTE 11 40' 20' 0 10' 20' 40' 1"=40' GRAPHIC SCALE CURVE TABLE # A R L 3 W= 4' A 90°00'00' 27.00' 42.41 27.00' 3 W= 4 ' 10 g 27.00' 44.23' 28.89' g 27.00' 41.59' 26.19' DsC 90000'00' 35.00' 1 54.98' 35.00' Lci� O_ + O pp O O O 00 D O Opo 00 15 (lyp) O_ O O 00 D d O tV 4Vi O= O r� co ^ �o �y O= p -i ray O `v 3 "� 3 �O ►-� 3 O X0 3 ►-� LO 0 3 Do v y N NLl W ± PINE RIDGE PLACE SEE SHEET NO. 3 CONSTRUCTION NOTES O1 CONSTRUCT 3• AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION). O2 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. O5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A. O7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. ® INSTALL 4" SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. Q9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1). @ STENCIL "STOP' AND STOP BAR. 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. 13 ADJUST SEWER MANHOLE TO GRADE. 14 ADJUST WATER VALVES TO GRADE. 15 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2. 16 REMOVE EXISTING WOOD BARRICADE. 17 INSTALL R2(25) SIGN. WA TERBROOK DRIVE LEGEND CONSTRUCT AC PAVING PER CONSTRUCTION NOTE 11 40' 20' 0 10' 20' 40' 1"=40' GRAPHIC SCALE L 1.. _ 40' 1 12 DAY CREEK BOULEVARD SEE SHEET N0. 3 OF 15 SILVER OAK PLACE p OF DAY CREEK BLVD. IMP. PLANS W N - DWG. , 1833 SEE SHEET N0. 5 �, + r� I 0 3 =5.5',"-) B f IN v T. F INT 15.65. 00 WATERBROOK DRNE 10+00.00 APPELLATION 8 1 _ x-16 ♦ 11 ' I =18+05.69 SILVER OAK PLACE =19+32.71 SILVER OAK PLACE 2 I`— a �I i 063 10 D W= 5.5' ? ir, 2 h o -� I 9 i. 1 18'1 4 )' 3 oil X01 1 CIO - 1 1 II 1 ISI 1 SILVER OAK PLACE SEE SHEET NO. 5 APPELLATION DRIVE FESSIpN9 v C. dol `ti No. 20596 r" m Exp. 9-30-05 ,j�,qTF VIL �J CA``E��P F INT. 12+12.60 APPELLATION DRNE =86+79.19 DAY CREEK BLVD. 40' 20' 0 10' 20' 40' 1"=40' GRAP��IC SCALE :\52526\IMPLANS\iR 1,6312\SIP06.dwg 5/21/ PROJECT SHEET NO. % OF CURVE TABLE # A R L T A 90°00'00' 27.00' 42.41 27.00' B 93°52'04' 27.00' 44.23' 28.89' 88°15'25' 27.00' 41.59' 26.19' DsC 90000'00' 35.00' 1 54.98' 35.00' L 1.. _ 40' 1 12 DAY CREEK BOULEVARD SEE SHEET N0. 3 OF 15 SILVER OAK PLACE p OF DAY CREEK BLVD. IMP. PLANS W N - DWG. , 1833 SEE SHEET N0. 5 �, + r� I 0 3 =5.5',"-) B f IN v T. F INT 15.65. 00 WATERBROOK DRNE 10+00.00 APPELLATION 8 1 _ x-16 ♦ 11 ' I =18+05.69 SILVER OAK PLACE =19+32.71 SILVER OAK PLACE 2 I`— a �I i 063 10 D W= 5.5' ? ir, 2 h o -� I 9 i. 1 18'1 4 )' 3 oil X01 1 CIO - 1 1 II 1 ISI 1 SILVER OAK PLACE SEE SHEET NO. 5 APPELLATION DRIVE FESSIpN9 v C. dol `ti No. 20596 r" m Exp. 9-30-05 ,j�,qTF VIL �J CA``E��P F INT. 12+12.60 APPELLATION DRNE =86+79.19 DAY CREEK BLVD. 40' 20' 0 10' 20' 40' 1"=40' GRAP��IC SCALE :\52526\IMPLANS\iR 1,6312\SIP06.dwg 5/21/ PROJECT SHEET NO. % OF --- - 1260 rli w w $ g 8 g w wpy w+ � INS, %P 0� $'LY CURS '2 i : m� m YERIFY I POW TO CDISTRUCTK N (2s5 i t 265 x PROFILE SCALES j' }j HORIZ. 1" =40' VERT. l"`=4'' i E 10 11 12 13 14 15 16 PLAN SCALE 10 1 1 1 1 " = 40' PINE RIDGE PLACE SEE SHEET NO. 3 v "I 6 6 6 o z 12 6 6 12 f INT. 10+00.00 DRY CREEK DRIVE 11+ 90.80 PINE RIDGE PLACE 40' 20' 0 10' 20' 40' = 1" =40' GRAPHIC SCALE CONSTRUCTION NOTES SILVER OAK PLACE SEE SHEET NO. 5 s s ct c, cZl Q1 C� ICS, 6 9'W p O J O Ey 47 2 V 2 O Ey O o O Ey ao O J p O II g N O �_o 1 18' 18' 1 + m I i CIO p ^ 4 E'' p pv N n ^ I ^ 11 N I 11 n ^ I g + cc + 3 +3vt + 3 + 3 o gill ��►i■►'i , ► ■►LTi■ ■�'rr■■■■►ir■��■■� i�i'��i■►■■■► ,■► E 8 } 88p t i i f I I ' N M --- - 1260 rli w w $ g 8 g w wpy w+ � INS, %P 0� $'LY CURS '2 i : m� m YERIFY I POW TO CDISTRUCTK N (2s5 i t 265 x PROFILE SCALES j' }j HORIZ. 1" =40' VERT. l"`=4'' i E 10 11 12 13 14 15 16 PLAN SCALE 10 1 1 1 1 " = 40' PINE RIDGE PLACE SEE SHEET NO. 3 v "I 6 6 6 o z 12 6 6 12 f INT. 10+00.00 DRY CREEK DRIVE 11+ 90.80 PINE RIDGE PLACE 40' 20' 0 10' 20' 40' = 1" =40' GRAPHIC SCALE CONSTRUCTION NOTES SILVER OAK PLACE SEE SHEET NO. 5 s s ct c, cZl Q1 C� ICS, 6 9'W p O J O Ey 47 2 V 2 O Ey O o O Ey ao O J p O II g N O �_o 1 18' 18' 1 + m I i CIO p ^ 4 E'' p pv N n ^ I ^ 11 N I 11 n ^ I g + cc + 3 +3vt + 3 + 3 o gill ��►i■►'i , ► ■►LTi■ ■�'rr■■■■►ir■��■■� i�i'��i■►■■■► ,■► 01 CONSTRUCT T AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION). 02 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. 03 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. 05 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A. 07 INSTALL HYDRANT MARKERS PER CITY STD. PL 134. ® INSTALL 4" SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. 09 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B (R 1). 11 STENCIL ' STOP' AND STOP BAR. 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. 13 ADJUST SEWER MANHOLE TO GRADE. 14 ADJUST WATER VALVES TO GRADE. 15 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2. 16 REMOVE EXISTING WOOD BARRICADE. 17 INSTALL R2(25) SIGN. + 6 HESS PLACE SEE RIGHT HEREON DRY CREEK DR/VE LEGEND CONSTRUCT AC PAVING PER CONSTRUCTION NOTE i1 8 8 8 10 88p O cc + 0 U n m + 0 N M 000 + 0 A 5' 5' 1 2 49 A 9 90°31'08' 2 5' 2 1 C -- 6' 102.00' 17.80' 8.92' D 90°00'00' U o OD U� t0 U d 50, bio io N C2 ~ O N 8 ii U11 � N Un N Vr- 0000. V^ Li LO 000 Ur+'j io t'�O to to ko to F -i .Q .Q tNQ b N N N N 11v N ^ N N 71,52' v &N r< 300.00' 132.74' 3 W= 6' ' A 10 282.00' 124.77' o 3 W= 4' N V g o 0 15 (TYP) W p Vito � �, CIO �, ray rn Opo 11+45.48 12+36.95 "' �� Ntd to s A 3 0. C. CIO �N BCR ECR + + o �+ u 01 CONSTRUCT T AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION). 02 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. 03 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. 05 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A. 07 INSTALL HYDRANT MARKERS PER CITY STD. PL 134. ® INSTALL 4" SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. 09 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B (R 1). 11 STENCIL ' STOP' AND STOP BAR. 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. 13 ADJUST SEWER MANHOLE TO GRADE. 14 ADJUST WATER VALVES TO GRADE. 15 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2. 16 REMOVE EXISTING WOOD BARRICADE. 17 INSTALL R2(25) SIGN. + 6 HESS PLACE SEE RIGHT HEREON DRY CREEK DR/VE LEGEND CONSTRUCT AC PAVING PER CONSTRUCTION NOTE i1 8 8 8 8 88p O cc + 0 U n m + 0 N M 000 + 0 A 5' 5' 4' 6 5' B 90°31'08' 27.00' 5' 6' 4' 6' 102.00' 17.80' 8.92' D 90°00'00' U tb CJ d cl co bis N —N OD U� t0 U d 50, bio io N C2 ~ O N Ci ii U11 � N Un N Vr- 0000. V^ Li LO 000 Ur+'j io t'�O to to ko to F -i .Q .Q tNQ b N N N N N N N ^ N N 71,52' C.B. #85 1"=10' LO 5' H H U M 'fo t14 N Z; s s o s # cc + 0 U n m + 0 t^D + 0 000 + 0 000 + 0 A 5' 5' 4' 6 5' B 90°31'08' 27.00' 42.66' 27.25' 12co 10°00'00' 102.00' 17.80' 8.92' D 90°00'00' (''`j oD 1"D N tb CJ d cl co bis N —N OD U� t0 U d 50, bio io N gi U iD N O N C. B. 189 1"=10' C H URCH STREEP NS . S CHURCH 0 CFD 1A IMPSWC 1833 SHEET 4 OEr 1 54 00 NESS c INT PLACE 0 _� .7 - 10+00 7 EET W 4', - 9 -22+21.2STEL 1 CHURCH STREET , 1 d 1 j z CURVE TABLE 0 # 0 R L T A 90°00'00' 27,00' 42.41' 27,00' B 90°31'08' 27.00' 42.66' 27.25' C 10°00'00' 102.00' 17.80' 8.92' D 90°00'00' 45.00' 70.69' 45.00' E 109°59'59" 58.00' 111.35' 82.83' F 90°00'00' 35.00' 54.98' 35.00' 6 25°21'04' 318.00' 140.70' 71,52' H 25°21'04' 300.00' 132.74' 67,47' I 25°21'04' 282.00' 124.77' 63,43' C H URCH STREEP NS . S CHURCH 0 CFD 1A IMPSWC 1833 SHEET 4 OEr 1 54 00 NESS c INT PLACE 0 _� .7 - 10+00 7 EET W 4', - 9 -22+21.2STEL 1 CHURCH STREET , 1 d 1 j z I I 0 f O S-- D,Q y C,'QFF SEE lei N R VF eoN 33 W= 4' h 0? ~� ~� ~� ~pip ~� ~� HESS PLA CE U tm U M UM U� OO Ud rn U,l7 O �, tpC t� (pppD N �N N 5' 1 5' F-47--1 6' 1 5' 0 0 0 0 0 + W + + + °+° 0 0 0 0 0 C.B. 188 1"=10' 40' 20' 0 10' 20' 40' 1"=40' GRAPHIC SCALE Q�OF ESS IONq C l 0 No. 20596 �" m Exp. 9-30-05 CAO OR�EEk I:\52526\IMPLANS\TR 16312\SIP07.dwg 5/21/03 PROJECT SHEET NO. 7 OF z 0 $11- C'Ac O + C nl o Ln, 33 W= 4' h 0? ~� ~� ~� ~pip ~� ~� HESS PLA CE U tm U M UM U� OO Ud rn U,l7 O �, tpC t� (pppD N �N N 5' 1 5' F-47--1 6' 1 5' 0 0 0 0 0 + W + + + °+° 0 0 0 0 0 C.B. 188 1"=10' 40' 20' 0 10' 20' 40' 1"=40' GRAPHIC SCALE Q�OF ESS IONq C l 0 No. 20596 �" m Exp. 9-30-05 CAO OR�EEk I:\52526\IMPLANS\TR 16312\SIP07.dwg 5/21/03 PROJECT SHEET NO. 7 OF