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HomeMy WebLinkAbout1.1-6383 Off-Site Record DrawingsEOI OFF-SITE STREET CONSTRUCTION PER TRACT 6383 OFFSITE PLANS FUTURE COMMERCIAL ____V_7 T_ F_ —1— –1 — —r — T –.. T — F_ — r—. —I— PHAF.13E 1 1 2 3 4 8 8 7 8 8 10 11 12 13 14 18 td 17 18 19 20 1 1 1 I 1 . I I I ( I I I I I 1 I I �f .y SECONDARY EMERGENCY ACCESS (SEE NOTE -A") z �o. Q � J AUBURN STREET (EXISTING] NOTE *A" M RNIN TAR E AVEN $1 34 ' 1 29 28 27 28 25 24 23 22 21 - i I ... r-..� I __ -4 I-...._....._.._ I__� I ! I I I I Ams-.02-.� .10 .E '•� •- ,...� .� -�..--.�.... .�-� T I I I fel — — — — V1 I_ _ _ _ _ _ V 1-- — -i r !w -I- J � --a —1 ;� -1 I� —1 � I I I I �- I i / `, PH S 3 / j w _ TRACT 8383 I f I r I �I _ — — I PHASE 1 LIMIT �• I ...N..�. I Is...... --.� - - - I ! PHAi�3E 21 1 r 1 T- I —1 �._� I I I I � 4 ,� 1 �� I I I I I I I I . I I i i t -4 I I T T F F- —I— -1— -T ,,,.1.,�-*Y oFF-RAMP HW MONSOON 1_ L_L.___L__I__J L____J ` VACANT SECONDARY EMERGENCY ACCESS ROAD TO BE BUILT WITH THESE PLANS. EXACT LOCATION TO BE DETERMINED IN --FIELD AND APPROVED BY CITY OF BAKERSFIELD FIRE DEPARTMENT. (SEE SHEET 2 FOR TYPICAL SECTION) MATERIALS LIST ESTIMATED QUANTITIES (ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES) TYPE "B" CURB & GUTTER 4,329 LF 4" THICK CONCRETE SIDEWALK 16,510 SF CROSS GUTTERS 3 EA SURVEY MONUMENTS 8 EA STREET LIGHTS 7 EA STREET SIGNS 12 EA STOP SIGNS 1 EA DRIVEWAY APPROACHES 2,970 SF HANDICAPPED RAMPS 14 EA TYPE "A" CATCH BASINS) 3 EA TRAFFIC CONTROL SIGNS 1 EA 0.20' A.C. (TYPE "B") OVER 0.60' A.B. 127,131 SF PRIVATE ENGINEER'S NOTICE TO CONTRACTORS TRACT 7141 KEY MAP SCALE: 1'=200' THE EXISTING AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS ;AAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETE- NESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. 1--800--227--2600 L MORNING DRIVE FU MRE COMMERCIAL CANVASBACK NORY GULL BLACKFEET SEAVERHEAD ETHAN REX COURT COURT AVENUE AVENUE AVENUE BENCH MARK TOP CONC, MONUMENT 0 CENTERLINE INTERSECTION PANORAMA DRIVE AND THORNER PER CITY BM BOOK, ELEV=819.32 (USGS DATUM) c:�iivNmom Ri SIJ11%I�Ct� RS & B LAND DEVELOPMENT 3806 LABORDE PLACE BAKERSFIELD, CA 93308 (661) 215-2400 ENGINEER'S :STATEMENT I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE 'ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. AP VED BY: ARNOLD J. WHITAKER, PE NO. 59320 DATE EXP. 06/30/09 TRACT 7141 CITY OF BAKERSFIELD (FUTURE) APPROVED BY: TRACT 6383 *OFF-SITE" KEY MAP SCALE: 1":=200' RAUL M. ROJAS, R.C.E. 39880, EXP. 12--31- DA" PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD SHEET INDEX 1 COVER SHEET 2 NOTES AND TYPICAL SECTION 3 MORNINGSTAR AVENUE - PLAN AND PROFILE (10+00 - 19+50) 4 MORNINGSTAR AVENUE _ PLAN AND PROFILE (19+50 -- 27+05.17) LEGEND -<Z>- STREET LIGHT + STREET SIGN °tom CATCH BASIN FLOW DIRECTION U STREET MONUMENTATION L TOLL FREE 00--227-2600 EAST TWO DAYS 13EF ORE YOU DIG UNDERGROUND SERVICE ALERT Of SOUTHERN CALIFORNIA REVIEWED BY: sl ��- 1) / I �.V-JACQUES R. LAROCNEILE ID - A ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD STEPHEN WALKER TRAFFIC ENGINEER, CITY OF BAKERSFIELD +t D AE m U va a o C Z O OCV cD cD W CD cD V co zr— CD CU "S (84-1 UJ r (A �p C t� CJ U1 c'52 �2 t?_ i Permit -Seal I's� No. 59320 Exp, oe o9 CIVIL Z,,\; w w X w 0 U CA% X1111 ql Project Number. 20250099.00 File Name: 09900cp-001-str.dwg CRC LGH LGH_ 07.10.05 Dwn Chkd. Dsgn. YY.MM.DD Drawing No. CP -001 Revision Sheet 0 1 of 4 Z Z W 0 UJ ~ w 00 wZ) LL w 004 aQ v _.._ �� Z �" M Z � w o 49- mo Uw U 06 w Z W Permit -Seal I's� No. 59320 Exp, oe o9 CIVIL Z,,\; w w X w 0 U CA% X1111 ql Project Number. 20250099.00 File Name: 09900cp-001-str.dwg CRC LGH LGH_ 07.10.05 Dwn Chkd. Dsgn. YY.MM.DD Drawing No. CP -001 Revision Sheet 0 1 of 4 GENERAL NOTES (CITY STREET PLANS) 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD DEVELOPMENT STANDARDS AND OTHER CITY ADOPTED POLICY; STREET IMPROVEMENTS SHALL BE AS REQUIRED FOR TYPE "A" SUBDIVISIONS, 2. IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CALIFORNIA DEPARTMENT OF -TRANSPORTATION OR CALTRANS STANDARD SPECIFICATIONS CURRENT EDITION, AS MODIFIED AND DETERMINED APPLICABLE BY THE DIRECTOR. 3,' ALL STREET HAVE BEEN DESIGNED IN ACCORDANCE WITH THE TRAFFIC INDEX AS SHOWN ON THE TYPICAL CROSS-SECTIONS. 4. ALL ,STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS SHOWN ON TYPICAL CROSS --SECTIONS, SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE. 5. ANY LAYER OF "R" VALUE MATERIAL SPECIFIED IN THE TYPICAL CROSS --SECTION MAY BE INCREASED IN DEPTH PROVIDED THAT THE MATERIAL ABOVE THAT HAS NO LESS THAN THE MINIMUM THICKNESS SHOWN. 6. IF APPROVED IN WRITING BY THE DIRECTOR, AN ALTERNATE PAVEMENT DESIGN USING CLASS III AGGREGATE BASE AND A THICKER A.C. SECTION MAY BE USED. 7. ANY WORK WHICH AFFECTS ANY EXISTING CITY MAINTAINED ROAD OR THE TRAFFIC THEREON SHALL BE COMPLETED WITHIN 20 WORKING DAYS FROM START OF WORK. 8. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOWLINES (INVERTS). 9. MAXIMUM PLUS GRADE TOLERANCE FOR A.B., A.S.B./ AND O.G. SHALL BE 0.05 OF A FOOT. 10. PORTLAND CEMENT CONCRETE SHALL BE CLASS B UNLESS OTHERWISE INDICATED. 11. PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) SHALL BE INSTALLED TO PLAN APPROVED BY THE CITY OF BAKERSFIELD ENGINEER. 12. STREET LIGHTING SHALL BE INSTALLED AND A MEANS PROVIDED TO CONTRACT FOR PUBLIC UTILITY SERVICE AND MAINTENANCE. 13. PRIOR TO THE START OF ANY EARTHWORK, THE SUBDIVIDER SHALL OBTAIN A GRADING PERMIT AS REQUIRED BY CITY ADOPTED CA U.B.C. (MODIFIED) AND GRADING ORDINANCE, 14, WHEEL CHAIR RAMPS SHALL BE CONSTRUCTED AT ALL CURB RETURNS; SEE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS, AS DIRECTED BY THE ENGINEER. 15. ALL EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO STRUCTURES, POLES, PIPELINES, CONDUCTS, CANALS AND APPURTENANCES, WHICH ARE CONSIDERED TO BE OBSTRUCTIONS BY THE CITY ENGINEER, SHALL BE RELOCATED AT THE EXPENSE OF THE SUBDIVIDER. 16. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE CITY ENGINEER IN ORDER TO PROVIDE A SAFE CONNECTION TO THE EXISTING STREET PAVEMENT. 17. STORM DRAINAGE SUMP SHALL NOT BE ALLOWED TO ACCEPT WATER UNTIL SECURED BY PERMANENT FENCING OR IN THE CASE OF SHALLOW UNFENCED SUMPS NOT UNTIL COMPLIANCE WITH DEPTH AND SIDE SLOPE CRITERIA AS SET BY THE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS. 18. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT, AS DIRECTED BY THE CITY ENGINEER, IN ACCORDANCE WITH THE PROVISIONS IN SECTION 37 "BITUMINOUS SEALS" OF THE STANDARD SPECIFICATIONS AND THE STATE DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT. 19. PAVEMENT GRINDING IN ACCORDANCE WITH SECTION 42 OF THE STANDARD SPECIFICATIONS SHALL BE PROVIDED AS DIRECTED BY THE CITY ENGINEER WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 20. ALL FRAMES AND COVERS WITHIN THE STREET RIGHT--OF--WAY SHALL BE ADJUSTED TO FINISHED GRADE PER C.O.B. STD. SW -5 21 ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22, 22. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. 23, PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049. 24. STAMP A "S" IN CURB FACE OVER EACH SEWER LATERAL. 25. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T--19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 26. AN OPEN STREET PERMIT FOR EACH PHASE SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF --WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ' ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 27. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL2 AB) CONFORMING TO SECTION 29 OF THE STATE STANDARD SPECIFICATIONS. LATEST EDITION; HOWEVER NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED, BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2,4 OF THE "GREENBOOK," 28. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY "(CA)". "(CA)" INDICATES CALIFORNIA CODES. 04 O rh R/W 10' 2' TYP. 30' 20' C/L 20' 30' 6" TYPE "B" CURB & GUTTER y W/4.5' WIDE SIDEWALK r%----�-'"` MIN. 1- '.'.e'vi.S"•"='rt'; :r, rAiiM•w'�',t:i..: t,w ... :. ` `...A.L, yr 1.1 •L. I •Y• GRADE LINE 0,20' A.C. PAVING OVER 0.60' CL.II AGG. BASE OVER 1.0' NAT, GROUND COMPACTED TO 95% MAX. DENSITY. 60' RIGHT-OF-WAY TYPICAL SECTION � NO SCALE 0 NAT. GRD. *2% MIN. *2� MIN. '7VNAT. GRD. � SLOPE 0 4:1 OIL MIX OVER 6" NAT. TO NAT. GRD. GROUND COMPACTED TO 909 MAX. DENSITY. EMERGENCY ACCESS ROAD n TYPICAL SECTION NO SCALE COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. * SEE C.O.B. STD. DWG. S--27 FOR SLOPE PARAMETERS NAT. GRD. NAT, GRD. SLOPE ® 4:1 TO NAT. GRD. V NOTES FROM THE ENGINEER= c W Z Z 0 }--- Z Z W . CITY STANDARD PLATES a CL ? •� (6:) N CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A E Q V)4� Cd U (1,x.11 T� 1 • PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE v0 '' 1. THE FOLLOWING CITY OF BAKER SEISED STANDARD DRAWINGS SHALL BE CONSIDERED A PART Q 00 IN THE CITY STREET RICHT--OF-WAY. u W OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) Ll._ 3c U) 2• THE LOCATION OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL CITY FIG. NO. DESCRIPTION CITY FIG. NO. DESCRIPTION EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS ST --1 CURB AND GUTTER TYPE "A", "$" & "C" A88A HANDICAP RAMPS (CALTRANS) FAILURE. TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND ❑ ST --2 STANDARD COMMERCIAL DRIVEWAY ❑ ST --20 PRIVATE STREET PIPELINES, ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTERS, FENCING, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS ® ST --3 COMBINATION SIDEWALKST-21 ❑ REFUSE CONTAINS P R AD DIRECTED BY THE CITY ENGINEER, ® ST ---4 RESIDENCE DRIVEWAY ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS 3. 'THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET ® ST -5 HOUSE NUMBERS FOR CURBS ® T--1 STREET SIGN POST TYPE RIGHT -OF --WAY AS DIRECTED BY THE CITY/COUNTY ENGINEER. ST --6 PAVEMENT PATCHES T--11 TYPICAL SIGHT LINE REQUIREMENTS FOR LANDSCAPING 4. WHERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING FACILITIES, THE CONTRACTOR SHALL, TO ST -7 (� T-17 MINIMUM STREET ACCESS SPACING PRIOR BEGINNING CONSTRUCTION VERIFY THE LOCATION (HORIZONTAL AND VERTICAL), SIZE CROSS GUTTERS AND TYPE OF THE EXISTING FACILITY. SHOULD THE ACTUAL LOCATION, SIZE OR TYPE DIFFER FROM THAT SHOWN ON THE PLANS, THE CON -TRACTOR SHALL NOTIFY THE ENGINEER ❑ ST -8 26 INCH PART CIRCLE CULVERT T-19 MISCELLANEOUS SIGN DETAIL IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. ® ST -9 STREET SPECIFICATIONS ® SW -4 TYPE "A" MANHOLE 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB ST --10 STREET SECTIONS ® SW -5 FRAMES AND COVERS FOR MANHOLES & CLEANOUTS SITE CONDITIONS DURING THE HOURS OF CONSTRUCTION .OF THE PROJECT, INCLUDING THE ® SW --6 6„ CLEAN-OUT SAFETY OF ALL PERSONAL PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ST --11 STREET CROSS SECTION ® D-14 CATCH BASIN TYPE "A" AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, ❑ ST --12 ALLEY CROSS SECTION INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL D--16 GUTTER DEPRESSIONS LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS ST -13 SURVEY MONUMENT PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ST -14 STREET LIGHT MAST ARM TYPE 6. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE ❑ ST --15 CUL -DE --SACS DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS ❑ ST -16 STREET KNUCKLE SHALL BE DETERMINED BY THE CITY ENGINEER AND/OR IRRIGATION DISTRICT, � ST -17 WIDE CROSS GUTTER 7. STANTEC CONSULTING INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED ❑ ST --18 MEDIAN C " " CURBS TYPE M, M--1, & M-2 " IN WRITING BY STANTEC CONSULTING INC.. R/W 10' 2' TYP. 30' 20' C/L 20' 30' 6" TYPE "B" CURB & GUTTER y W/4.5' WIDE SIDEWALK r%----�-'"` MIN. 1- '.'.e'vi.S"•"='rt'; :r, rAiiM•w'�',t:i..: t,w ... :. ` `...A.L, yr 1.1 •L. I •Y• GRADE LINE 0,20' A.C. PAVING OVER 0.60' CL.II AGG. BASE OVER 1.0' NAT, GROUND COMPACTED TO 95% MAX. DENSITY. 60' RIGHT-OF-WAY TYPICAL SECTION � NO SCALE 0 NAT. GRD. *2% MIN. *2� MIN. '7VNAT. GRD. � SLOPE 0 4:1 OIL MIX OVER 6" NAT. TO NAT. GRD. GROUND COMPACTED TO 909 MAX. DENSITY. EMERGENCY ACCESS ROAD n TYPICAL SECTION NO SCALE COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. * SEE C.O.B. STD. DWG. S--27 FOR SLOPE PARAMETERS NAT. GRD. NAT, GRD. SLOPE ® 4:1 TO NAT. GRD. V c W Z Z 0 }--- Z Z W . � [l, a CL ? •� (6:) N E Q V)4� Cd U (1,x.11 T� 00 M 0_ v0 '' Z zz -5-W c8 H o z W 0 Q 00 -g M o. �(1)W u W x 3 W 0 LL ct! Ll._ 3c II!III$ IIIIII� Permit -Seal y No. 59320 r Exp, Qe/30/09 CIVIL 0"I'__ Project Number: 20250099.00 File Name: 09900cp--002--str.dwg CRC_ LGH _LGH 07.10.05 . ��RQFFS'SI Dwn. Chkd. Dsgn. YYAM.DO Drawing No, CP -002 -L ore 0 rnRevision Sheet P. 12-1 �� af- . 3 0 2 of 4 W Z Z 0 }--- Z Z W . � [l, W f) CL ? W Z W > 0 LL > W C 00 M 0_ Q Z zz -5-W c8 H W M z W 0 Q 00 -g M o. �(1)W u W U W W 0 LL ct! H-- U) Y z Permit -Seal y No. 59320 r Exp, Qe/30/09 CIVIL 0"I'__ Project Number: 20250099.00 File Name: 09900cp--002--str.dwg CRC_ LGH _LGH 07.10.05 . ��RQFFS'SI Dwn. Chkd. Dsgn. YYAM.DO Drawing No, CP -002 -L ore 0 rnRevision Sheet P. 12-1 �� af- . 3 0 2 of 4 N 0 SEE- DETAIL ON IS SHEEN. FOR -SIVE ALK G DESIGN" AT --P WE�i Vo POLE LOCATI NS. — 10+00.00 j II SEE DETAIL A THIS SHEET f� d I 55' 55' 7' 48' 48' 7 �1 MORNING DRIVE TR. 7141 815 810 795 790 785 o� pO N Or - +co 0 r L; R1--1 1 m N N 2 R3 --5R ®TYP -18"SD- -- _ 12 _ 1 TYp 12+27.49 2 30 SEE DETAIL ON THIS SHEET FOR SIDEWALK DESIGN AT POWER POLE LOCATIONS. U ca 0 N ►? 00 3 M M 4 0 5 00 9 N 6 7 n N N 8 0 C1 n 9 n 10 N °� 11 N 86'36'36" C2 c+v� V_ 17.85' 280.00' 4 i 20.00' + n 90'00'00" ± +i + O 86'20'53" C5 31.83' 48.90' 30.00' 93'23'24" C8 9.56 19.12' 300.00' 3'007" C7 z + 2.08' 1.00' 1119419,381 C8 0.94' 1.51' 1.00' 86'36'36" C9 11.05' 21.73' 48.00' d- 10 INFINITE 3.14' 1.00' 180'00'00' 6� Z�00 M� z --- O ----- -- — ORNINGSTAR AVENUE- E NUE I _ IIN ------- C] �TYP-- W � a'O6U)�� I W W �-- 48.00' I IL' o I--�- w w U Permit -Seal I J 3� 12+46.61 1P 13____ __N --- 14-- ---- 15+70.87 15 ------ -- ��'------18"SD— 1 TYP---� p _1-7_ _�e __ _ _,� 18 __ r__— ��19-f 05.87 (/) V) r—__ -- 1� ---- J {,a W \12+40.87_, 2 1 TYF' - 8 _�s- 1YP N - - - -- -- _\ _ 01 h 0 r0, Q I �I POLES MORNING DRIV. 3 #41892 I 3 TMP#41894 �" ' � ��° ! I ' III III III III II �� II ! I I III i t ��I I III �so' i 52 I 52, i I ► j �. c� . 20 20' 111 .I ' 8 18 18 J 8 I II 1 o I I I I Z II II 4 I i + W I I II f 29 28 26 III II I f l l I, 27 m o ill I f f l CANVASBACK COURT W TR. '7141 cq 00 + cn ado IVORY GULL COURT TR. 7141 MORNINGSTAR AVENUE CONSTRUCT 0.20' A.C. PAVING OVER 0.60' C.A.B. BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 100' Vc U W 09 0 BLACKFEET AVENUE TR. 7141 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 U W 00 790 785 LEGEND CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. STD. ST --1 WITH 4.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD ST --3 02 CONSTRUCT CROSS GUTTER PER C.O.B. STD. ST -7 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS RSP A88A ® CONSTRUCT RESIDENCE DRIVEWAY PER C.O.B. STD, ST -4 05 CONSTRUCT -TYPE "A" CATCH BASIN PER C.O.B. STD. DWG. D-14 ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 07 CONSTRUCT TYPE M---1 MEDIAN CURB, SEE DETAIL "A" ON THIS SHEET CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. ST -13. INSTALL STREET SIGN PER C.O.B. T-1 INSTALL STOP SIGN R1-1, --�-- INSTALL STREET LIGHT PER C.O.B. STD. ST --14. PROPOSED STORM DRAIN (SEE SEWER & STORM DRAIN PLANS) -- —8"ss -- PROPOSED SEWER MAIN (SEE SEWER & STORM DRAIN PLANS) NOTE. ALL STATIONING IS ALONG CENTERLINE UNLESS OTHERWISE NOTED. HOR: 50'0500 75 i100 ■ ■ �� �■ �I■■ ■■mo■ VER: 0 5' 7.5' 10' 0W u +Z 780 DC W W ZV� 775 .o.l o W xzw Q0 770 765 760 \---FLOWLINE 5.94 L C9 10+54.04 7 4'" C10 1.00 L -- - -- - C8 J 10+�%"A" 1.00 DETAIL MORNINGSTAR AVENUE y FL CURVE TABLE CURVE TANGENT LENGTH RADIUS DELTA C1 28.28' 45.35 30.00' 86'36'36" C2 8.93' 17.85' 280.00' 03'39'07" C3 20.00' 31.42' 20.00' 90'00'00" C4 18.76' 30.14' 20.00' 86'20'53" C5 31.83' 48.90' 30.00' 93'23'24" C8 9.56 19.12' 300.00' 3'007" C7 1,71' 2.08' 1.00' 1119419,381 C8 0.94' 1.51' 1.00' 86'36'36" C9 11.05' 21.73' 48.00' 25`56' 14" 10 INFINITE 3.14' 1.00' 180'00'00' \---FLOWLINE 5.94 L C9 10+54.04 7 4'" C10 1.00 L -- - -- - C8 J 10+�%"A" 1.00 DETAIL MORNINGSTAR AVENUE y SCALE 1 " = 40' 2.fG G aR� p jE-��r�1 � � �,• Qp,O FESS/pn d o n C � O O o :5 a Q oN 8 U E $5 o V a.+11 C1CO (0 (0 c til � - (0 Q0 3 (� 0 " e :a 0'4 0 04 v2.3 a ga U 'a if 11 -T Q I I Z � � I Z W w 3 {l" w Y - LLJ I m o I0. j a. j 48.00 :2 w ! I EXISTING U_> W(j) QO x POWER PO4E (70 REMAIN) PROPOSED ADDITIONAL SIDEWALK 6� Z�00 M� z --- O ----- -- — ORNINGSTAR AVENUE- E NUE I _ IIN ------- C] I nQ W � a'O6U)�� (!� W �-- 48.00' I IL' o I--�- w w U Permit -Seal I J 3� I EXISTING POWER PO E o�z a n' (TO REMAI ) POWER I �I POLES MORNING DRIV. SCALE 1 " = 40' 2.fG G aR� p jE-��r�1 � � �,• Qp,O FESS/pn d o n C � O O o :5 a Q oN 8 U E $5 o V a.+11 C1CO (0 (0 c til � - (0 Q0 3 (� 0 " e :a 0'4 0 04 v2.3 a ga U 'a W z ���o c No. 59320 Exp, 00130%9 Project Number. 20250099.00 File Name: 09900cp--403-str.dwg CRC LGH LGH 07.10.05 _ Own. Chkd. Dsgn. YY.MM.DD Drawing No. CP -443 Revision Sheet a 3of4 U z F- Z Z W 0 {l" LLJ Z w j j U) UL :2 w >� U_> W(j) QO Qj Z�00 M� }0.. F- c'— 2' co C] ~ W � a'O6U)�� (!� W �-- 2 IL' � I--�- w w U Permit -Seal W z ���o c No. 59320 Exp, 00130%9 Project Number. 20250099.00 File Name: 09900cp--403-str.dwg CRC LGH LGH 07.10.05 _ Own. Chkd. Dsgn. YY.MM.DD Drawing No. CP -443 Revision Sheet a 3of4 n N cpV� O 13 It 14 N 15 N uj N r N N 4 N ®TYP CN 21 1 22+29 94 _ _ -- — —18"Sp ___� IIS c� HOR: 50'P9 0 50 75 100 ' 11 NINNN9 VER: 5' PI61 11 11 10 0 5' 7.5' lot 770 0 � 765 LO Z ) �! a W uj 760 W�Q._:r ZV)V) _j 0 W r _Z W_ uZw O 755 �:2 750 745 775 770 w 765 0:D L0 Q �. OC W 760 W Z V) UI 7j Ca W Z uj V) W 755 Q0 M 750 745 n co 24 N 16 V 17 Qi ao N N TYP 23 III Il I z 1 20' 20' 1110-1 N Z m o BEAVERHEAD U U ; m AVENUE TR. 7141 0 M 0) + r*-_ O 7- V_+ N � N N N #41896 >TYP U m 00 0 L0 N U 00 KOOTENAI "• AVENUE + TR. 7141 N FL CURVE TABLE CURVE TANGENT LENGTH RADIUS g I C1 - 28.28' 45.35' 30.00' _DELTA 86*36_'36" C3 20.00' 31.42' 20.00' 900000"- 051 31.83' 1 48.90' 30.00' 9323'24" I 11I 16 r 19 20 V7 ; N I + + �z N cfl 1 20' 2a' N N m IU f II � I II I LEGEND Q ENCASE CONSTRUCT 6" TYPE "B" CURB AND GUTTER PER C.O.B. g I STD. ST -1 WITH 4.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD ST -3 0 CONSTRUCT CROSS GUTTER PER C.O.B. STD. ST --7 03 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS RSP A88A ® CONSTRUCT RESIDENCE DRIVEWAY PER C.O.B. STD. ST -4 0 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD, DWG. D-14 © PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 4+ STANDARD SPECIFICATION 8010--21C--19 (7 CONSTRUCT TYPE M--1 MEDIAN CURB SEE DETAIL "A" ON SHEET 3 K CONSTRUCT STD SURVEY MONUMENT 1 0 EXISTING IMPROVEMENTS 0 _ MENT PER C.O.©. S rD. ST -13, 1 #41897 ®TYP (PER TRACT 6383) • -- _� INSTALL STREET SIGN PER C.O.B. T-1 I'sr e— �J o � � 25+49.60 1 0 INSTALL STOP SIGN R 1--1. 24�►5D_ _. — _ _ _ _. -21"SD N — _. _ �. ? 6 _ " - ? '! �2 SD �,-- INSTALL STREET LIGHT PER C.O.B. STD. ST -14. t N 1 3+98.92 N _. g I 3 TYP N 1 27+05.17 LGN 07.10.05 � o o Z a s Revision z Z 4 of 4 775 001� � #41898 0 V7 « (D (0 v 4+ _ r -FZ W K n • 2 3 rn 2 2 z C] III � Il! 1 20' 20' '1 ' O 21 N � U W o v a msTMi ETHAN REX N _j Wv AVENUE w , 3t°° 3..42' TR. 7141 07I V_ w r— U r Q N 3 toy N MORNINGSTAR AVENUE CONSTRUCT 0.20' A.C. PAVING OVER 0.60' C.A.B. BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY NOTE "A": CONTRACTOR SHALL VERIFY EXACT LOCATION & ELEVATION OF FLOWLINE AND SIDEWALK IN FIELD. NOTIFY ENGINEER IF THERE ARE AA1k/ MIt'^t1rt1A►1^1r•e% -36"SO— - PROPOSED STORM DRAIN (SEE SEWER & STORM DRAIN PLANS) _� - -- _8"SS _ - PROPOSED SEWER MAIN {SEE SEWER & STORM DRAIN PLANS) NOTE: ALL STATIONING IS ALONG CENTERLINE UNLESS OTHERWISE NOTED. INSTALL POST TYPE DELINEATORS 0 25' 0/C J L _ - J EXISTING IMPROVEMENTS 200' PAVEMENT TRANSITION i Dh rO h 18+35.1 a 1 O 16 17 18 r _ --�/�- - 20+00.00 — - GRADE ®- 4:1 MAX -'n 17 06,18 w �. ;+ j w �n N Do � " t- 0 p 1 TYP �� °' i 24 SDPROPOSED oo �n 6 24"SD To GRADE ® 4:1 MAX ¢ `n ti '23X .9 8 SD -� f - '{ `� PROPOSED E.P. \ F_ _ ..._ _ C) H - _ — _ . _ T_ 8.6UX - -- -- - w - - - — _ -- -- -- - - - H - t VFUTURE IMPROVEMENTS 7-1 7 Z t 6 141890 Z CJ 3 � - - , z W ata TMP 1° 1 z z FUTURE IMPROVEME t;<- mNNd LIJ I n ✓ of �_ ...- &.. -F 1 �� 1 Z,v I uv Z_ i -r vv 770 765 E*& 755 750 745 ve(�OFESSjo t, W SAKET p� u ci --c No. 12-31 -1q 4 Jj�l� �{rlll.`t�c�Si�r LI OF CAL W - C 20250099.00 _. o .. Q) LGN 07.10.05 � o o Z a s Revision z Z 4 of 4 775 or3s 0 V7 « (D (0 v 4+ _ �U) -FZ W 00 q= ,•#� C] CC�c v a msTMi V! .31 3 22ov� in •- W(f) 31.42' 3..42' 07I .. W U _..... ... Z 00 Z 5 gf'' � z 0 U a'(0w U -�Q ON CURVE w � ON CURVE FFV f._ Ci c• t �_1°i err^ ;.� ,>< uy�k !,�'. { �..• ♦. J ,i �' S G k 4 f� �i N . ,,. cr w -M .. O VV. W a 770 EXISTING _ ROUND .. _ m --" --- --�__ AT 20' R _ ._. ... _ 04 _ 4N CURVE ON CURVE -_._ 765 in . .25%... ---- + + �.1 �°. ................ 760 �--•-�, ._`— vh n...... .... ._. . _... _......_ . ...... _ ... .._.- 0.51 Yl.. .. �¢� �� - Q ..._. _.......... SEE TE.. "A" N G'�' 0.259 + L-4 4X 755 rn - _ ._.. .... .. ....... ... ... ..... -XISTING FLO LINEPROFILE - _ T CT.-- . - 150 . Z SOUTH FLOWLI NE PROFILE - - I 745 20+00I 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 -_ ve(�OFESSjo t, W SAKET p� u ci --c No. 12-31 -1q 4 Jj�l� �{rlll.`t�c�Si�r LI OF CAL W - C 20250099.00 Project Number: o .. Q) LGN 07.10.05 � o o Z a s Revision z Z 4 of 4 or3s 0 V7 « (D (0 v 4+ r �U) -FZ W 00 q= ,•#� C] CC�c v a msTMi V! .31 3 22ov� in •- W(f) 00Q 07I '41 _35"02 0�AQ W U =8, Z 00 Z 5 gf'' � z 0 U a'(0w U -�Q 0 w � Z 43 FFV f._ Ci c• t �_1°i err^ ;.� ,>< uy�k !,�'. { �..• ♦. J ,i �' S G k 4 f� �i a a m k �2 No. 59320 Exp, 06/30/09 \1.i1- -CIVIL W Z3 Z > _WJ � 0 � L1. Z Z Z Z 0 d- m 20250099.00 Project Number: File Name: Q) LGN 07.10.05 CRC LGH Dwn. Chkd. Z Drawing No. CP -404 Revision z Z 4 of 4 W 0 CL �U) -FZ W 0W C] W CO LL W W(f) 00Q 07I W U Z 00 Z �s F-- z 0 U a'(0w 0 w � Z 43 (' Permit -Seal �2 No. 59320 Exp, 06/30/09 \1.i1- -CIVIL W Z3 Z > _WJ � 0 � L1. Z Z Z Z 0 d- m 20250099.00 Project Number: File Name: 09900cp-404•-str.dwg LGN 07.10.05 CRC LGH Dwn. Chkd. Ds -an. YY.MM.OD r Drawing No. CP -404 Revision Sheet O 4 of 4