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HomeMy WebLinkAbout1938 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 PROJECT SITE CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENT'S. 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. 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 16373 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 Z Q a THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES IN THE CITY OF RANCHO CUCAMONGA w RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH = Y 3 FACILITIES ARE SHOWN ON THESE PLANS. —' w 4TH ST. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, y L� H10. ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY L CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES I i SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- I - GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES LONG MEAD 0 W DRIVE 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. _ x 1 X VICINITY MAP 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING NOT TO SCALE_._. _ .. _. 1 y ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF n_. RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE 4 MATERIALS AND/OR SURFACING. { # n. . 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY 5 I�Ni Y__.Iti V l.I{ DR ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL G� CONTENT AND GRADATION OF ASPHALT PAVING 'c 'Cl r-zl - 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE A 4, CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, ; r SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. o { „ ►� 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TEST'S TAKEN ^j TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. M v R" " 7 " "OO o � O� m � 5 � 'j 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 pi- ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE L ? 6 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 Q _ `` r ' ►� o BY THE E.PA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE � � ='� \��;._` •` � ! ! �,' MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. #L Z q44 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF i Z• \ r� THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF 4 �. •. - CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED 13Y � _ THESE PIANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. S s` ® .., ,,,, . • r Y: , I 14. STREET CONSTRUCTED NS PERAT CIT INTERSECTION OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE �3 4.���4 6 � r �r 15. CITY APPROVAL OF PIANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR iIl, 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 STREET'S SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE T INSPECTOR. 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE I PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED ' ~��. 7 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. _i UTILITY CONTACT , y } L E G E N D CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION: GENERAL TELEPHONE COMPANY: (800) 422-4132 9 DENOTES STREET PLAN SHEET NUMBER 280 SOUTH LOCUST P.O. BOX 2920 POMONA, CALIFORNIA 91766 10 DENOTES STORM DRAM PLAN SHEET NUMBER SOUTHERN CALIFORNIA EDISON CO. 1-800-655-4555 AVDEX MAP DENOTES PROPosED sTREEr L01TS 7951 REDWOOD AVE. - FONTANA, CA. 92336 SCALE 1"=100' CUCAMONGA COUNTY WATER DISTRICT: (909) 987-2591 DENOTES EXISTING STREET LK>iTS 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CALIFORNIA 91730 D94M STREET' NAME SIGN DCA CABLEVISION: (714) 987-2225 � �� �� SIGN 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 SPECIAL NOTE: APPROVAL OF THESE PLANS DOES NOT CONSTITUTE ENGINEERING DESCRIPTION OF REVISION DATE CITY AUTHORIZATION TO ISSUE BUILDING PERMITS OR FINAL OCCUPANCIES FOR ANY APPROVED: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PIAN 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 PMMITS OCCUPANCIES SHALL ONLY BE ($SUED AFTER ALL CONDITIIONIS THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS / TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON AND TERMS ARE CARRIED OUT TO THE SATISFACTION OF THE CITY ENGINEER STREET AND STORM DRAIN IMPROVEMENT PLANS FOR THESE PLANS. AND/OR AS NOTED IN THE RANCHO ETTWANDA DEVELOPMENT AGREEMENT 00-02, ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED ON FILE IN THE OFFICE OF THE CITY CLERK. VICTORIA ARBORS 0 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. 16373 THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH EXISTING SURVEY MONUMENTATIONAPPROVED BY DATE: i d' ca REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION O Q�OF ESS/CNgI 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 F`( C. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE � Q�'� �0 �� CITY OF RANCHO CUCAMONGA DESIGN Mo,:E 173201."A» RECOM ENDED ~ DESCRIBED AS FOLLOWS: cn J' WN 350 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF No. 20596 r" m BENCH MARK NUMBER 10051 R.P.P. uoc�c" kvi"e,CA 92611 THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS NONE oc Exp. 9-30-05 STANDARD PACIFIC HOMES vok.:9"-25,-U2, REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING * * ELEVATION 1300.686 € r ^ DRAWN scMuir2 FAX: 949.25,-05,6 SHE HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER sj CIVIL �Q SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF ` AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN DATE D3 O q�F INLAND M P I R E DIVISION RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST E.V.J. P Lj . N E R s ENGINEERS SURVEYORS 1 OF STANLEY C. MORS RCE . 20596 Or CAL\ CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE ,255 mast Rincon Stet , Suite ,200 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED 20596 DRAWING 0. V NEGLIGENCE OF THE OWNER OR ENGINEER. Coruna, CalzArnza 9,2879-1330 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END CE NO I n ? Tel No. (909) 37.2-8500 (Rog) 37.2-8510 OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE t ILE NO 1 '] `� I:\52526\IMPLANS\TR 16373\SIP01.dwg 11/03/03 PROJECT SHEET NO. OF I I CONSTRUCTION NOTES 8 ESTIMATED QUANTITIES STREET TREES SCHEDULE: MIN. GROW R/W � STREET IMPROVEMENTS UNIT QUANTITY LOTS 1 do 47: LEGEND STREET BOTANICAL NAME COMMON NAME SPACE SPACING SIZE QUANTITY ORIENTATION I R/w 1. CONSTRUCT r AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION). SF 82,420 LONG MEADOW DRIVE CERCIS OCCIDENTALIS WESTERN REDBUD 5' 20' O.C. 15 GAL. 3 EA. 60 1A. CONSTRUCT_' AC OVER 4" AB. (COLLECTOR STREET MIN. STREET SECTION). SF 40,750 LOTS 48-60 PER LMD PLANS 30' 30' 2. CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. LF 6,460 CHIMNEY ROCK DRIVE PYRUS CALLERYANA ORNAMENTAL PEAR 5' 25' O.C. 15 GAL 25 EA 12' 18' 18' 12' 3. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. SF 27,800 "ARISTOCRAT V) ( I 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. EA 12 ELK COVE COURT CERCIS OCCIDENTALIS WESTERN REDBUD 5' 20' O.C. 15 GAL. 17 EA. 0 5. CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. SF 850 N 0.5'_ 1 4' 1 7' 0.5' .5,0.5' 7' 1 4' 1 0.5' 6. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 TYPE R-1 (W= 16' OR PER PLAN; X= 3'). SF 8,930 SUB-TOTAL 45 EA 3 2% 2 % 7. INSTALL HYDRANT MARKERS PER CITY STD. PL 134. EA 9 �� �► w 3 r 8. INSTALL 4 SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. LF 330 3 9. INSTALL STREET NAME SIGN PER CITY STD. PL 401-A do 401-B. EA 11 10. INSTALL STOP SIGN PER CITY STD. PL 401-B (R1). EA 8 R = 67 Tl = 6.0 11. STENCIL 'STOP* AND STOP BAR. EA 8 12. INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. EA 29 FREESTONE COURT ERIOBOIRYA BROWN LOQUAT 5' 25' O.C. 15 GAL 11 EA. .13 ADJUST SEWER MANHOLE TO GRADE (TYPICAL) 60' R/W - INTERIOR STREET E" " 14. ADJUST WATER VALVES TO GRADE. EA 23 CHALK HILL PLACE GEIJERA PARVIFOLIA AUSTRALIAN WILLOW 5' 20' O.C. 15 GAL. 11 EA. N.T.S. 15. INSTALL STREET TREES PER SCHEDULE AND NOTES HEREON. EA 88 0 16. REMOVE EXISTING WOOD BARRICADE. EA 2 DUCK CREEK PLACE MAGNOLIA GRANDIFLORA MAGNOLIA 5' 20' O.C. 15 GAL 21 EA Z 17. INSTALL R2(25) SIGN do STENCIL "25". EA 2 "ST. MARY 0_ 18. INSTALL 4" SKIP YELLOW CENTERLINE PER CITY STD. DWG. NO. 133. LF 625 19• CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 TYPE C (W=40'). SF 290 SUB-TOTAL 43 EA. o N 20. INSTALL R26 SIGN. EA 7 21. INSTALL R268 SIGN. EA 1 R/W R 66' STORM DRAIN IMPROVEMENTS 33' 33' 30. CONSTRUCT 18" RCP STORM DRAIN ("D' LOAD PER PROFILE). LF 105 TOTAL 11' 22' 22' 11' 31 CONSTRUCT 24" RCP STORM DRAIN ("D" LOAD PER PROFILE). LF 812 88 EA I 6.5' 4.5I 32. CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 (W AS SHOWN ON PLAN). EA 6 6.0' 33. CONSTRUCT MANHOLE NO. 1 PER CITY STD. PL 318. EA 3 0.5' 1_4'_1-6'- 0.5' 0.06'l 34. CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY STD. NO. 336. EA 2 A 2 -- ( 1 2 2% 35. REMOVE EXISTING TEMPORARY CMP CATCH BASIN AND 24" RCP TO MANHOLE; EA -- 1 - �-- 36. REMOVE BRICK AND MORTAR SEAL. EA 2 CONSTRUCTION NOTES FOR STREET TREES 3 3 37. CONSTRUCT CONCRETE COLLAR PER CITY STD. NO. 329. EA -- 38. CONSTRUCT 30" RCP STORM DRAIN ('D' LOAD PER PROFILE). LF 127 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 R = 67 Tl 7.0 SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. (TYPICAL) 66' R/W - LONG MEADOW DRIVE 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING N.T.S. DIVISION. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA i STREET AND STORM DRAIN IMPROVEMENT PLANS FOR e�°FESS'°N VICTORIA ARBORS ESTIMATES OF QUANTITIES, TYPICAL SECTIONS, No. 20596 m STREET TREES & DETAILS Exp. 9-30-05 °,V1 E TRACT NO. 16373 OF CAEvF APPROVED BY DATE: ! <'_ CITY ENGINEER RCE NO 24953 CITY OF RANCHO CUCAMONGA DESIGN h ■CR ss 17320R.AillAv RECOMMENDED R.P.P. _ ® sulks. k�� une11 STANDARD PACIFIC HOMES BENCH MARK NUMBER 10051 ooR �� ELEVATION : 1300.686 DRAWN 1 � � s C N U s T i FAX*AV.X* 914 99-25105219-251-0516 SHEET SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF _` p INLAND M P I R L I V I S I O N RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST E.V.J. N E R S E N G I N E E R S s u R v E r o R s 2 OF 8_ 255 Fast Rincon Street , Sude .200 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKEDDRAWING NO. Coruna, CaliAmia 9.2979-1330 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END E NO 20596 Tel No. /909/ 37.2-9500 Paz (,909) 372-9510 OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C. DATE ILE NO I:\52526\IMPLANS\TR 16373\SIP02.dwg 11/03/03 PROJECT SHEET NO. OF • i i I PIL 1264.54 i R=1262.34 TOP OF NAY CURS 8 w r • I ►� PIS 1 60.16 P1- -1259..32 i c� w a519 1260 } P1=1264.60 1 1260 i I E 5v IV P1=1262.39 �c GRADE 1 ' t, A A I 81 160. �►� PIS 22 �o P1=1259..36 a51.9 ; S w -0 (8� wl N ww w ^nl " O V � •�^�pp ��F FIN � (riW IPS-060x) w .70x)_ ' 1260 ' PIL1264.54 - {� __ 1260 3* f ft P4 y4 ► goo . $ . f i TOP OF SLY CURB ry x I I X37..36' as L-4.f8' da 1 I 4 04 04 w i 4 i I 0.51% --a $ ^_ ��f Di �w i O� 1260 $.« ! -' 1260 1 WYMCM M YWY PAYOR I 1 (1.44x) i 70 BE6/NN1NG CONSMCMV. Pt�PT 50' ' f 1 CgNTfUCTt Q s i M H9WY PIW PROFILE SCALES i P1=1262.34 IC1 B£gNN1MG H 0 RI Z. 1"=40' i VERT. 1"=4' 10 11 1213 14 15 16 17 18 19 20 21 PLAN SCALE 19 3 0 1 -40 m Q z 21 W ^ rd, - 12 ARBOR LANE z SEE ARBOR LANE CFD 1B IMP. PLANS o " SHEET3 OF 6; DRAWING NO. 1877 o A m o CN 12 A to N 12 1 W=6'(:D3 (l bYACT 1/VOo 16415 W=6'(:k A _ __ o , VICTORIA PARK LANE o S SEE WCTORIA PARK LANE CFD 1B IMP. PLANS A 3 SHEET 4 OF 9, DRAWING NO. 1877 o � � 10 ■ 2 � N --- - N - t 8 - 1 2 - C 0 Wcl- 77' - 3 ' 47 16 2 0,0c 3W=6' 6 N + of r O o p ' A :. `: �' � N NWS 8 ^ N 1 I tp O 11 0 ��- lA 2 I 58 15 3 W=4' W=4 3 STREET TREES PER _ 42' 16' LMD PLANS FOR 2 L I �, '�, m 0' v LOTS 48-60 _ --- V W O +---- -� 11.5 4 m � 8 14 9 11 I h + + ► I N N 12 _ 1 L_----- o N G 8 0 = 1 1 3 W 4 I � 9 16 0 CONSTRUCTION NOTES a FREESTONE COURT 4 SEE SHEET NO. 5 0 w h '"� 11 1 CONSTRUCT 3" AC OVER 4 AB. INTERIOR STREET MIN. STREET SECTION). 1 m 15 � O �: v LONG MEADOW DRIVE � � c�,.P. I w w m 1A CONSTRUCT 4 AC OVER 4 AB. (COLLECTOR STREET MIN. STREET SECTION). m W 0' .3 v W W r � 9 N O r � m cp ^ I 2' 18 18' 1 of ►� R PER CITY STD. PL. 104. 12 rn ►� Q2 CONSTRUCT A2-6 CURB do GUTTER LEGEND O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 0 `0 8 4 °� + A10 ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. CONSTRUCT AC PAVING PER CONSTRUCTION NOTE #1A I of h RPR CITY STD. PL. 106-A. 5 CONSTRUCT CROSS GUTTER E C DUCK CR O EEK PLACE © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL, 101-A. CITY OF RANCH 0 CUCAMONGA SEE SHEET N0. 6 O7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. ® INSTALL 4" SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. CURVE TABLE STREET IMPROVEMENTS - PLAN AND PROFILE Q�tOF E SS 1 pN O9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A k 401-B. # A R L T � ����� C. tii9l�y� 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1). A 88-26 ' 18- 27 . 00 ' 41 , 68 ' 26 27 ; 40' 20' 0 10' 20' 40' �� LONG MEADOW DRIVE B 91 33 '42 27 . 00 43 . 15 27 . 75 �' 1n u 11 STENCIL "STOP" AND STOP BAR. -50 ' 1r Z 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. C 1 1 °5 0 ' 12' 722 , 0 0 ' 149 . 16 ' 74 . 84 ' i"=ao GRAPH c SCALE' W No. 20596 O D 11 °50 ' 12' 700 , 00 ' 144 , 61 ' 72 , 56 ' * Exp. 9-30-05 F �1vlt TRACT NO. 16373 13 ADJUST SEWER MANHOLE TO GRADE. E 11 '50 ' 12' 678 , 0 0 ' 14 0 , 07 70 , 28 ' T �` �`��� APPROVED BY DATE: F 11 °50 '51 ' 678 . 00 ' 140 . 19 ' 70 . 35 ' 24953 14 ADJUST WATER VALVES TO GRADE. G 1 1 °5 0 '5 1 ' 7 0 0 , 0 0 ' 14 4 , 7 4 ' 7 2 , 6 3 ' � � � O CITY ENGINEER -�.� f -?- J' 15 INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHT. 2. RCE NO 16 REMOVE EXISTING WOOD BARRICADE. H 1 ° 05 '47" 722 . 00 ' 13 . 81 ' 6 . 91 ' DESIGN RECOMMENDED I 79- 16 '44- 27 . 0 0 ' 37 . 36 ' 22 . 371 CITY OF RANCHO CUCAMONGA RPP . moose 15W2350 Aw. BENCH MARK NUMBER 10051 OOKICH Irvine,CA 92614 18 INSTALL C SKIP YELLOW CENTERLINE PER CITY STD. DWG. NO. 133. J 93-46 '36' 27 . 0 0 ' 44 , 19 ' 28 , 84 ' ELEVATION : 1300.686 I VW,.-9/9-251-$21 O ° " DRAWN y. SCHUtT2 FAX: 919.251-0516 SHEE K 3 48 24 722 , 00 47 97 23 . 99 SET 2 BRASS DISK IN CONC. CURB STAMPED CITY OF c. 19 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101 TYPE C (W=40'). E.V.J. v N ERS E N4G I N E E R S SURVEYOR S L 89°58 ' 12' 35 . 00 ' 54 . 96 ' 34 . 98 ' RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST 3 OF 8 ©0 INSTALL R26 SIGN. M 9 0° 01 '48' 1 35 . 00 ' 55 . 0 0 ' 35 . 02 ' CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED20596 DRAWING. NO. O 21 INSTALL R26B SIGN. DESCRIPTION OF REVISION DATECITY MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END NO APR VED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE # ILE NO I:\52526\IMPLANS\TR 16373\SIP03.dwg 11/03/03 PROJECT SHEET NO. OF 't t ! { P1=125&.54 f I TOP OF MY CURB OF ; } '12s0 w 1 260 + P1-1254.6If 1.06X -O!7 w h 37 lc 57 lc 1 P1=1257.76 P1=1258.52 ti 1 i i i i i - _ _ . _ 1260 . OV •N R In h h N +^ w w s. > ' 1260 N w `� NN �` w w w "N ; :8� PI�1254.59 w w w w Q ` R.. i { , j2m-wx 19 .W j PgRfi1C)V11 OF �' I 50, ; P1=1258.54 I P1=1257.78 I i I i g3 j L-4f 18' QG L-aw QC: a ' P F S LY CUR i 1`0 0 PIS p a I _ _a __ _ .. __ _ 1260 - _ { 260 v .h _. �1 �w +w � N wig w w -0.74 ' i •� g� `� TAN-2.43X cv N i i "^tN { � f I r I I I PROFILE SCALE 1 3 HORIZ. 1 =40' I { c VERT. 1"=4' t } i 10 11 12 13 14 15 16 17 PLAN SCALE 1"=40' FREESTONE COURT SEE SHEET NO. 5 6 g 12 6 6 6 12coz`i ZZ, 6 15 60' W m a o o q, -+ 6 6 W 10 ph O HI O p HI O O N cn p 18' 18' 2' Na h � ' -. CIS! 64 ON F" o 0 6 O V" Sn + i II q cn q II II p F" 6 k Z W I No + 3 g3 + 3 03 � 3 oom o+ 3 15 h3 �� 1 5 6' I O .� .� cV h + ) + 11 6 v � 3W=4' + N TYP. 3 h � O �� k 12' 5, g ^ A W h3o, �Z � p 6 ^ 5, v _ - - - - Q N- - ---- ----- X 314 ° 6 DUCK CREEK PLA CE N W SEE SHEET NO. 6 w 2 0 ao 13 3 W=4' 30' 30' ci 1 h' •- p __ X 3 ^ 3 + 12 1 I 18' 2 W 1 _-, A B '-�_ 2 � Zo 3 W=4 I o 4 0 0 0 0 0 �Typ. o F ? H, O Etl O p HI p HI O 1 of N ^ c to G 4 + N h � ,nom ~ �+ ►�' �' v II O II O II �o II II o, + C o o � 3 h3 ooi3 h3 p3 II 11 , � °� N ", `�' � °^ oN ;z �' .r CN %10 � 60' 10 8°l 30 I C.B. 18 s d CHALK Hk�8 1 3 W=4' L i 40' 20' 0 10. 20' 40' 1"-10' CONSTRUCTION NOTES �� CHIMNEY ROCK DRIVE a, o PLACE SEE SHEET NO S =ao GRAPHIC scaLEJ W O1 CONSTRUCT 3" AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION). CONSTRUCT AC PAVING PER CONSTRUCTION NOTE #1 lcv O2 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. ' CITY OF RANCHO CUCAMONGA ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. 1 N + O5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. STREET IMPROVEMENTS - PLAN AND PROFILE c�pF ESS/ © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A. CURVE TABLE �p Q °^'qC. � O7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. # A R L T ���Q�'�' '� `��, CHIMNEY ROCK DRIVE ® INSTALL 4" SOLID YELLOW LANE LINE PER CITY STD. DWG. N0. 133. A 88-26 ' 18' 27 0 0 ' 41 . 68 ' 26 27 ' No. 20596 '� m B 95-46 '34' 27 . 0 0 ' 45 . 13 ' 29 . 87 ' a Exp. 9-30-05 � O9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A & 401-B. C 11 *49 '49' 718 , 00 ' 148 , 25 ' 74 . 39 ' CIVIL �* TRACT NO. 16373 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1). D 11 °49 '49' 700 , 0 0 ' 144 . 53 ' 72 . 52 ' qTF Ar CA��F ° APPROVED BY DATE: E 11 49 49 682 , 00 140 . 82 70 . 66 11 STENCIL 'sTOP' AND sroP BAR. CITY ENGINEER �-���`� �� � RCE N 0 24953 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. F 87-20 '56- 27 . 00 ' 41 . 16 ' 25 . 78 ' 13 ADJUST SEWER MANHOLE TO GRADE. G 92-39 ' 04' 27 . 00 ' 43 . 66 ' 28 . 28 ' CITY OF RANCHO CUCAMONGA DESIGN -_ RECOMMENDED MORSE 17740 RedMYI Aw. H 3° 09 '44' 832 . 0 0 ' 45 . 92 ' 22 . 97 ' R.P.P. E` BENCH MARK NUMBER 10051 DO[ICN k.in.,GA 9461 14 ADJUST WATER VALVES TO GRADE. I 6°4 0 '40' 850 , 00 ' 99 , 07 ' 49 , 59 ' ELEVATION : 1300.686 , i FAX:9.9.451-0516 DRAWN ,, � v � _ scNuir4 EAx� •t9-451-0516 SHEE 15 INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHT. 2. J 4° 02 ' 16' 868 . 00 ' 61 . 17 ' 30 , 60 ' SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF =- Q 4 O K 98°38 'S6' 27 , 00 ' 46 , 49 ' 31 , 42 ' RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST E.V.J. P t� ERS ENGINEERS SURVEY O R S 4 OF 8 16 REMOVE EXISTING WOOD BARRICADE. CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 L 82° 13 '36' 27 , 00 ' 38 , 75 ' 23 . 56 ' CHECKED DRAWING N0. DESCRIPTION OF REVISION DATE CITY MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END E NO 20596 I AWI APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE FILE NO 1 q✓y I:\52526\IMPLANS\TR 16373\SIP04.dwg 11/03/03 PROJECT SHEET NO. OF i Pg7?)CNY Ofi I t TOP 'OF VrLY CURB N t I Pl-1250.13 taj' t TOP OF iN'LY CURB w } { 1 i i t ! +A `- 1 ` N ,L-1,7p.2d' ac. - 1 { ! 125512 0 A• ___ _ __, __ _. _._ . . __ _ 1250 t-49 64, o.c. L-�s�s� a.E � �.� � :� 260 =1250 as - 11 Co A N 1 A w N A Egg Ed F8 P1=1250.11 2z. i -0� p L'/1R► ���� -1.11X � VfV1VE F3 fI.7Vi� A gQ Z� 8 N Q Q w r -1255 fo t , _-- __._.- .. . __ ... . , __ _.. _. _ _.- ._.__... .__ _ . _ ._._... 1260 ° 1260 » _1250 ._1.0oX ,_ v 11250 Z 36, 8 A A A w } PloR/M OF TOP 'OP ETY CURB A A A A 50 ( � 1 8 A i 8 ' Pt-1250.1.3 A A A TOP OF ELY CURB 1 s .1 s L-45.1.3' ac c-41. 0.a w I 2. ~w �C 04' 0'4 ,'4 y4 f'4 9'4 g'4 f4' �A � t L-1J1,LU Q4. - - ✓</T { _ i A A - y ! 1 i r .N py- 0 I I f _ ., _ - _ _ a _ .J _ d 1260 c �4- o.� ce4' s� 5r t .3rr 251 1260 '12501.oIvX 1250 ac, 8 - i O N } A 1.31s TAN=2.11X Wil TAN=1.11X t ( 1 ' ' E PROFILE SCALES HORIZ.i i t rrs=40' F {r i r ` ! VERT. 1 4r 10 11 12 13 10 11 12 13 PLAN SCALE 1"=40' O � s � z� 0 12 a o . LONG MEADOW DRIVE z z Y SEC�VE C 6 6 W m o SEE SHEET N0.3 ►�o1 _ `d' v W E Sh'Ff? BURT o� 6 ,� CHIMNEY ROCK DRIVE Z= o v o I + ., z W ND 6 ,� o �, o a o ^ N SEE SHEET N0. 4 3 N �u �o 01 h W II O11:12V <o l II o� I + �u O O p �, 3 ,� co r� II + o> 3 �0 3 A+ O g o . `d' + + 2 C, 4 0o r� 3 A i i II ray II v N Qj 47 + ^ c� o - .t � 3 3 + W + + 3 g 4 `d' C of .} U N v = ONO 12 v p� �, 003 + 3 SI 3 o+ phi , p � 3W + N h ` W=4 15 D 3 W=4 + cliI ^ h 15 TYP. � -�l 2 __ I 6 C DWY 3 9:1' l0.B6' - - F ti 17 W=12.4' 9 1a, 14.17' 1 - _ f _ J o 0o 2 o B 4 4 G °O 2 x { 2 l3 '� C AIOC & CB 17 3�, I 11 r ? I 0.5' 51.31 32.00' 10 151yP. 3 w'=4 9 �8, W=10;' V= 5.5' 11.64' I 0.5' 3' 33 18 0 { v V v 3 W=4 W 3OWN 0' 0' �p "' �, Nv 1 ' 4' ps, t t 5 lyP 3 W-4 a o o U U 181 f 18' 1 DWY ,� o v`v., 12 18' ' 18' 2 �' `o '`� � o (o m �, 2 6 15 -� `� N obi ¢'°j ►� rr m O coo N *' �Q o) 4 W=12.0' TYP. ^ v 4' `� d II oo o � ^ + O N h N ,� r. � eh O �l ^ O 3 + + O ^ I O h p "'i o W 2 CHIMNEY ROCK DRIVE 3 0 + 3 ^s o N o SEE SHEET NO. 4 6 12 3 3 FREES TONE COURT _ - s 40' 20' 0 10' 20' 40' 5' S' CHALK HILL PLACE _ 40' 20' 0 10' 20' 40' 1"=40' GRAPHIC SCALE � 14' 1"=40' GRAPHIC SCALE 6 o 5' v cam, CONSTRUCTION NOTES LEGEND o X to � b O1 CONSTRUCT 3" AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION). CONSTRUCT AC PAVING PER CONSTRUCTION NOTE #1 ;� v �; PC ✓z O2 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. 1253 27 TC 5 CF c``, v t�3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 1252.77 FL N U CURVE TABLE �� bN CITY OF RANCHO CUCAMONGA 4O CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. 1253 24 TC �' CF �' 5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. 1252.74 FIL # R L T ; '`-' �' b " c' STREET IMPROVEMENTS - PLAN AND PROFILE O 1d CF A 21 0° 0 0 ' 07" 38 . 0 0 ' 139 . 28 ' 141 , 81 ' � N `�' �- a; © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A. U,, 1253.22 TC B 15° 0 0 ' 04' 1 12 , 0 0 ' 29 , 32 ' 14 , 75 ' N N N �' � ~ �, �pF ESS/O N N C. FREESTONE COURT 7O INSTALL HYDRANT MARKERS PER CITI' STD. PL. 134. 1252'39 FL C 9 5°4 6 '3 4' 2 7 , 0 0 ' 4 5 , 13 ' 2 9 . 8 7 ' � '` ` �� D 88°26 ' 18' 27 , 0 0 ' 41 68 ' 26 , 27 ' ^ " X ) h c �� CHALK HILL PLACE ® INSTALL C SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. C.B. 19 O h CD No. 20596 r� m E 4° 12 'S2' 725 , 0 0 ' S3 , 33 ' 26 68 ' 1"=10, 5 5. 7 0 0 0 * Exp. 9-30-05 * TRACT NO. 16373 O9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. o F 4° 12 '52' 743 , 0 0 ' 54 , 65 ' 27 , 34 ' 10 INSTALL STOP SIGN PER CITY STD. PL. 401-8 (R 1). s' �r C1 V i 0 �P 125322 TC 1d CF G 91 °33 '42' 27 , 00 ' 43 , 15 ' 27 , 75 ' 11 STENCIL "STOP" AND STOP BAR. 1252.39 FL H 88° 15 '47' 27 , 0 0 ' 41 59 ' 26 19 ' C.B_ 20 5 F CALIF APPROVED BY _� ��� �� r DATE: 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PND do COORDINATED BY DEVELOPER. I 8 9°4 2 '28' 2 7 , 0 0 ' 4 2 , 2 7 ' 2 6 , 8 6 ' 1 =10 CITY ENGINEER J - RCE N 0 24953 �" 1253.24 TC CF J 19°49 '35' 282 , 0 0 ' 97 , 58 ' 49 , 28 ' DESIGN 13 ADJUST SEWER MANHOLE TO GRADE. 1252.74 FL CITY OF RANCHO CUCAMONGA MG.[F 17�20Radh,1{Ava. RECOMMENDED K 19°59 '30" 300 . 00 ' 104 : 68 ' 52 . 88 ' �" Swift'3° BENCH MARK NUMBER 10051 R•P•P• u0[!CN lr.iw,CA 92614 r Q ELEVATION : 1300.686 DRAWN 1 � A �+ 949251-9521 SHEET },. S C N U l T 2 FAX: 949 25 1-05 16 14 ADJUST WATER VALVES TO GRADE. U, 1253.27 TC C L 19°41 '5 8' 318 0 0 ' 1 0 9 3 3 ' 5 5 , 21 ' 15 INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHT. 2. 1252.77 Fl- M 92°39 ' 04' 27 , 0 0 ' 43 , 66 ' 28 , 28 ' 1 I SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF p N 87°2 0 '56' 27 0 0 ' 41 , 16 ' 25 , 78 ' RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST E.V.J. P L 1{*1 , ERS ENGINEERS 5 U R V E r O R S 5 OF 8 16 REMOVE EXISTING WOOD BARRICADE. C.B. 17 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED DRAWING NO. 17 INSTALL R2(25) SIGN do STENCIL '257. CIN MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END __ NO 20596 Q - DESCRIPTION OF REVISION DATE APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE FII E NO J-13� is\52526\IMPLANS\TR 16373\SIP05.dwg 11/03/03 PROJECT SHEET N0. OF Lm ' L=f39.x Qc o.c. O.C. 50' rc L-N.64' ac L-9.64' o c 1rAN`37.5P' L-29.W P�IR111')v OF, =�4 y4 4'4 y4 g'4 y4 PIS 1256.21 4. Lw41.59' L-,7.27' O.c 50 VC $ gm P!�1251.512 ac D.C. w OKIy4 ` 19 TOP OF h'LY CURB TOO OF W'LY CURB w AIN 51Y W �f •- A 8 8 h.�w Pl=1248.1.3 P1=1249.41 N _ Si N + A w Q50� �50X A �cABA *N*w w w ww '1.� TA"- .SO �iN�A os w *N b `1E• � w I�j� • w �N w b _ off• 8� 8� N =1 �lw 1250 . - _ r __ _ , �- ti w h 8 w 1250 �r w w Ed 8 Pf=1251.50 IN � GRADE Ion! GRADE'' 8 57 I V 50' IC R=1248.11 Pf=1249.,39 �i ^ A A A j j 10011.1. 2. 8 ` Pf=1256.21 A 1250 � w �• w 1.1<Jl. , �Ej L=13528' ac ^ 4 L=69 64' Qc L-0.64' ac. SIN=57.32' L=293' FORT10nl ac 50' yC i w 1231•52 TOP OF SLY CURB ` w 8 8 r t 121.e7" ac , TOP OF CURB It 8� TAS 0. f7.61D' 1 ^ , N +� w � 4,3.59' O.C. 4.359' O.C. w w .If ► Oj J; A250 � I h i w w E i I f Ito 1 N N �uN A 1250 _ - r w 1250 , N 0.70 i t t I 1 1 j -0 50�' I 1 I { I j f 1 t j ; t y . } i PROFILE SCALES i 1 I I f I t � } z HORIZ, 1"=40' T j 1 F , a VERT. 1"=4' 10 11 12 13 14 E- 15 16 17 18 19 20 PLAN SCALE P j'p,C ec 1 -40 CRE RK EpN ### Elk COVE C CHALK HILL PLACE 6 + + pvGKR�0 NESEE �EfT HEREODVRT s CHIMNEY ROCK DRIVE LONG MEADOW DRIVE s SEE SHEET N0. 5 6 1 A SEE 15+04.11f DWY s s 6 m SEE SHEET NO. 3 6 I 6 6 + �� o W=16.1' O U n, o N � SEE SHEET ND. 4 W 12 O O O . O �, + c.<< n 1 •f 6v � 3 � �`� 0 1 � � N `� `o ��, o`rnu' 9 I �o W 1 � � 0Ni3 � � 15 TYP I-zJ o 0 3+ o I o N 3 �0 3 + + cn Lr DWY '. 8 -i 3 ►� l w 10 I ^ a ~ h 11 w rn + N + II + + `� II N + II c0 II r\ 3 - ry 1 cr h Lo 3 v 3 W=4' 1; '7 A + ► A, - v W=14.0' 6 , 3 W=4' '� c, `o U c:� 3 W=4' 6 C DWY. o`r+, 1 `1' L 1 A 15 T)P, W 16.1' 0 1 3 W-4 15 TYR 13 C DWY. 6 ` ^ 9 �° - 44 4 11 4 W=12.6 11 4 ---- - - - - __-- - 43.g3 0� - -- ----- - ---- -- - - - 03' CP 2 S _ , - - ---- R 13 1 ST. LT. 60' x B 9 F i D o G -'12.10' 9 1 - 2 P Q 1 2 1 13 1 10 2 f DWY. f ;. 1 __.. _.. 2 13 A 5.42 W=12.3' 6 �.__._..._ __ .- � 2 10 � _._._.._-- 1 49' B E l'.J 0 _. .._ 6 6. - _.._. _. I U � DWY �o .. _ _ _. 2 �, 14 6 W=12.3' 3g' t 4 „� o 4>>8, 35. 6.42' 3 = 15 TYP �.+ + v �' 6 U U 15 Typ 3 W=4' 1, a o 3' ftD • SOS W4' ,�, o G `�' `n � ``� O o ;, o + � o O °� ►� o YY 00 `�" o , U 2v � 4 U , W 1' 22' 22' f cZjn cp Fv 2 i12 O O �+ j O �o O O IN IIV cp a ni O (o ip- I� O U II A 6 � ray of F� , �y co a o� N `� � rc„ .� o � Fi' O O � � �, 4' O o f\ ni N + U OU 2 00 N o Rei tv_ ^ 3 of II 1 ^� ao 11 N co s o1 3 o O v II + W " v II Y O II O p II O rn 1 i iN 3 � A O U 1 + N N 6 6 6 6 coo 6 A6 ho1 6 0 3 6 6 A6 12 6 0 ^6 12 A6 6 6 6 o 00 40' 20' 0 10' 20' 40' � �o 6 -40. GRAPHIC SALE DUCK CREEK PLACE ELK COVE COURT �' a a .. � •oma _ - CONSTRUCTION NOTES LEGEND CURVE TABLE a 40' 20' 0 10' 20' 40' CONSTRUCT AC PAVING PER CONSTRUCTION NOTE 11 # A R L T �s e1 =40' GRAPHIC SCALE Qi CONSTRUCT �' AC OVER 4' AB. (INTERIOR STREET MIN. STREET SECTION). A 210° 00 ' 07' 38 . 00 ' 139 . 28 ' 141 . 81 ' B 15° 00 ' 04' 112 , 00 ' 29 , 32 ' 14 , 75 ' Q2 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. 5 C 88° 15 '47' 27 . 00 ' 41 , 59 ' 26 , 19 ' o Q3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 6 D 89-42 '28' 27 , 00 42 , 27 ' 26 . 86 ' CITY OF RANCHO CUCAMONGA ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. 8 + E 1 -54 ' 07' 682 , 00 ' 22 . 64 ' 1 1 , 32 ' S Q5 CONSTRUCT CROSS GUTTER PER CITY STD. PL, 106-A. F 1 54 ' 07' 700 . 00 ' 23 , 24 ' 1 1 . 62 % 6 STREET �NPROVEMENTS - PLAN AND PROFILE rn G 17-58 '47 5 07 0 0 159 . 1 0 8 0 . 21 oF ESS ELK COVE COURT © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A. �, a, 5 O 41 " �Ng11 H 17-58 '47- 525 , 00 164 , 75 83 : 06 �I C. Q7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. + 6 �� � DUCK CREEK PLACE jp- cp I 12 43 46 543 . 00 120 . 64 60 . 57 o ® INSTALL 4' SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. rn J 6-38 '59' 1 02 . 00 ' 11 . 84 ' 5 . 93 ' S �, No. 20596 5" b STA. 00+00.00 TO STA. 00+00.00 Q9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A k 401-B. � K 120°23 '27" 58 . 00 ' 121 87 ' 101 . 26 ' oc Exp. 9-30-OS � L 95'58 '39' 45 . 0 0 ' 75 , 38 ' 49 . 96 ' C.B. 22 `� CI m NP TRACT NO. 16373 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1). M 95°58 '39" 27 . 00 ' 45 . 23 ' 29 , 97 ' 1"=10' gTF� CA0 APPROVED 8Y DATE: /�'- / 11 STENCIL 'STOP' AND STOP BAR. �''� �' N 1 0° 0 0 1001 0' 1 02 . 0 0 ' 17 : 8 0 ' 8 , 92 ' 4 n �. � �. CITY ENGINEER ��� ,�� �� RCE NO 24953 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. a' ` ❑ 5° 1 1 '4 0' 518 . 00 / 46 , 96 ' 23 . 50 ' -�. -A O° DESIGN � RECOM ENDED �� �-� �o �, P 5° 11 '40" 500 . 00 ' 45 33 ' 22 68 ' CITY OF RANCHO CUCAMONGA _ m0aSf 1732011"MA-, 13 ADJUST SEWER MANHOLE TO GRADE. -A a " R.P.P. r E S"`"`'�° 5 11 40 482 00 43 70 21 , 86 BENCH MARK NUMBER 10051 OOKIC11 Irvim,CA 92614 14 ADJUST WATER VALVES TO GRADE. `� �' Q' �" R 82° 13 '36' 27 . 0 0 ' 38 75 ' 23 56 ' ELEVATION : 1300.686 DRAWN 1 1 veia�'919-251-q21 SCHULt2 FAX: 949251-0516 SHEET 15 INSTALL STREET TREES PER DETAIL AND LEGENDS ON SHT. 2. r a4 �, �^ S 98-38 '56' 27 00 ' 46 . 49 ' 31 , 42 ' SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF = p RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST E.V.J. P 1 ERS E NGINEERS s u R v E r o R s 6 OF 8 C.B. 21 16 REMOVE EXISTING WOOD BARRICADE. �'^ T 79- 16 '44# 2 7 0 0 ' 37 . 36 22 , 37 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25' Q 1"=10' U 93°46 '36" 27 , 0 0 ' 44 , 19 ' 28 : 84 ' CIN MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END CHECKED NO 20596 DRAWING N0. 1© INSTALL R2(25) SIGN. DESCRIPTION OF REVISION DATE APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE ILE NO 11 30--- :\52526\IMPLANS\TR 16313\SIP06.dwg 11/03/03 PROJECT SHEET NO. OF