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HomeMy WebLinkAboutWestbrook7thSubW S BROOK V LAG 7 SUBD V S 0 WESTBROOK RADING PAGE AUGUST VILLAGE 6th SUB. AND STABILIZATION PROJECT 1 OF 3 3, 2004 TYP FOR 3'-0" GRAD CA CROSS S C WESTBROOK DRIVE, 17TH 2" X 28'-0" ASPHALTIC CONCRETE SURFACE NG PLAN ON 0 MPROV STREET AND HILLCREST DRIVE PROJECT CENTERLINE COURSE, TYPE B, (BY OTHERS) M N 3'-0" S 4" X 28'-6" ASPHALTIC CONCRETE BASE COURSE COURSE, TYPE B, (BY OTHERS) SHOULDER CONSTRUCTIO 2 % SLOPE _ _ _ _ _ _ _ _ 2 % SLOPE SHOULDER CONSTRUCTION BY OTHERS 31 4„IT. •������••••••�����i••�•i�i��•iii•�•••••••••••••��� • �������•�•..•_•_�_.... ����_�_�_�_.+. ++ +++++_•_•_•+ •+. ++ + +•+•,.•�� _ • • �_: %.i i i i • • • • • • • • • •-•-.-� .. • • • • • • • • • • • • •-•-•-•��-+- +-_•_•..�,.�..• • • • �____ /4 /l FT, BY OTHERS 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 + + + + + 4 + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 4 4 4-1.1.+ 4 4 4 4 4 4 4 + + 4 4 + + 4 4 4 + 4 4 4 4 4 4 + + + + + + 4 4 + + 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4- + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 + 4 + + + + + + + + + + + + + + + + + + + + 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4} 4 4 4 4 A . ��� 0 1 44 � II.I II I i III 2' -MIN. 18 "DEEP X 38'-0” WIDE BASE STABILIZATION AND COMPACTION SUMMARY OF QUANTITIES GRADING SPECIFICATIONS ITEM WESTBROOK DRIVE, 17TH ST, HILLCREST DRIVE 18" DEEP X 40'-0" WIDE BASE STABILIZATION AND COMPACTION QUANTITY 14.60 UNIT 100 ' STA. COMPACTION REQUIREMENTS = 98% OF PROCTOR VALUE +1- 2% NOTE: PROCTOR AND COMPACTION TESTS TO BE DONE BY PROJECT ENGINEER 21" X 15" x 42'..R.C.P. ARCH PIPE 2 EACH FINAL GRADE ELEVATIONS WILL BE SET IN FIELD BY PROJECT ENGINEER 21 " X 15" x 49' R.C.P. ARCH PIPE 1 EACH CULVERT FLOWLINE GRADES TO BE DETERMINED IN FIELD BY PROJECT ENGINEEER COST OF TESTS TO BE BORNE BY THE CONTRACTOR P.E. SIGNATURE SEAL in 2: ! r L J . li'L '_ g'G Ire �' ? Ire Q _J }Lt. \ r ' J'G ,,At°-JJ-2 -a. -MIN N STA. 5+35 18" Arch x 49'-0" RCP. Skewed 30" Left Hand Forward Installed by the Grading Contractor. 5 73,541 sq.ft. TBROO BM TAIL OF ARROW ON HYDRANtO ELEV. 1981.92 UNPLATTED 7 21,941 sq. ft. ' Z 34,1225 sq.ft. 10' UTIL. EASEMENT 1 - - Ali.- • .-1'65:00r -\ E— N:.. • .' o N90°000O•, _\ D UTILITY AND .9e 2 J DRAINAGE EASEMENT 6 24,782 sq.ft. Exbtlny 2O' Wlde Udaty EawmeM 41,320 sq.ft. MANHOLE RING 1978.467 19,500 sq.fL VILLAGE 150.00' V 19,500 sq.ft. 18.850 sq.ft. MANHOLE RING{ 1979.98 150.00' bl 145.00' to caoronainc 4 4 sq.ft. STA. 11+50 18" Arch x 42'-0" RCP. Installed by the Grading Contractor. SCALE 1" = 100' .10' UTILITY AND DRAINAGE EASEM 1 20.OGN90°QPO00'E II 27,600 sq.fL MAN OI.E RING 1977.2 N90°00'00°E STA. 1+10 18" Arch x 42'-O" RCP. Skewed 30" Left Hand Forward Installed by the Grading Contractor. 3 26,000 sq.ft. 19,800 SO. FT. UTIL EASEMENT 10' UTILITY EASEMENT L.—._ 120.00— 120.00' — • 200.00' 9 21,700 sq.it. N90°00'00'E 1 19,800 SO. FT. 1 17,050 SO. FT. 2 26,000 sq.ft. STA. 0+00 NORTH END OF EXISTING ASPHALTIC CONCRETE ON WESTBROOK DRIVE BEGIN PROJECT WESTBROOK VILLAGE 7TH SUB. STREETS BEGIN CONSTRUCTION BEGIN 6" X 30' ASPHALTIC CONRETE SURFACE COURSE N90°00'00'E 1 23.400 sq.ft. 3 24,800 sq. ft. 27,600 sq.ft. 27.600 sq.ft. STA. 16+40 NORTH END OF EXISTING ASPHALTIC CONCRETE ON HILLCREST DRIVE END PROJECT WESTBROOK VILLAGE 7TH SUB. STREETS END CONSTRUCTION END 6" X 30' ASPHALTIC CONCRETE SURFACE COURSE N90'0000'E TOP OF NORTH SIDE OF MANHOLE RING 1973.79 0' DRAINAGE EASEMENT 240.00' 16TH STREET - 12-0.0(7 1- 120.20' 0 8 0 21,600 sq.ft. • 8 N r 2 800 sq. ft. TOP OF NORTH SIDE OF MANHOLE RING 1979.54 18.000 sq. ft. TAIL OF ARROW ON HYDRANT 1981.68 TAIL OF ARROW ON HYD 1975.04 NI ■w■■■ION■■■■■■■■11.1■■1fl■l■./ _Mt •. .. �o�■ .. o-�_�'��- o o1 �.,� Ns=pis■�_■ rte.■■ EM� ■�_ BMWS NM NEM " ME MEM ■■■•■■■■•■■■■EMEENME messimandsommassommtmommam le somemsoms. - •. „ l� ■ n " n 1as Sr!. , •. '4 •, —1 " 1 Ha • •••t''x■ ^ le " u 14 ■ ■■■■ ■fitNE 11■110s rr�� ■ !■ • ■�=ER al111■11 �■■■ ■■ • ■ . memi MO flit IIIIIMINIMMI ESN ■■ ■■■ ■ �-. i.� NNW Mt ! ■�■■■■■� ■•��..r■■�• rrti� >t■.w•��r u•w■�■n■■■• r �w�i1/�- :::::::::= i i�liii ■ �V■ /u I �INILIai LCf iJ■■EN �'1. ■■■■�lI••••uo�■■■■■■��■�■■�■�■■■r_��■■■�������•■������■■��■�■■ ��1 ra !'r.,n ■. 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