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HomeMy WebLinkAboutR1995-90+00 ,— 5/8" REBAR /� BUILD 8" P.C.C. HEADER (47 B ) STATION SIDE PLAN LIN. PT. 2+57 LT/RT 301 36 SQ YDS. 3+06 YDS 2+57 - 5+00 41.58 TC %40 971FL 7 / , ,,- / / / / / 41 44 CL /' j 29 CL „/2 :24- i % i 78 F,L/ 41 58 TC N al / 1+00 W .41 28 TC , r + `!1>S 787871_L % /' / f / / / _z__2 / 41 1`1 CL / / // /�/` / / ro 2+00 PEAK SHAVER PLANT SITE 5 3+00 F", 18' CMP j IS- —20' co co 41 13 TC 40 98 TC - - 407-3.FL/ 7 EFL 7 /,/ // / / ' / / / l/ / / / / / 1/ / ! /9/�f'I / / / J 4 / % /i I40/ i / / //FATIJ E/'PAVING,,' ";%/ /i// /' / N r 40 48 FL / 313 / / / 40 78 FL/ i__/ / / i 7' LO 40 83 / i Q F- V 40 83 TO N 40 62 TC 4,0'313 FL O / 40.93 40 63 FL / / 41 43 TC 41 28 TC 41 13 TC 4(0 0 98 TC 0 BUILD 6" PCC DRIVEWAY STATION 2+57 - 5+00 SIDE SQ YDS. 3+06 YDS 2+57 - 5+00 LT 55 2 BUILD 6" PCC INTEGRAL CURB (47B) STATION TO STATI❑N SIDE PLAN 1 LIN. FL 2+57 - 5+00 LT/RT 301 486 0+00 1+00 r 01 O NORTH Scale: 1"=20' 0' 20 2+00 FL TC m 40 12 FL a O a N 18' CMP (New r DIP Installed on GA -236) 4+00 BUILD DRAINAGE SYSTEM SEE DETAIL Co a r v' D 40 41 TC 39 91 FL X40 33 CL _ _ _ _ 139 97 CL co a _ 0 0 O O 40 18 FL40 03 FL co 40 68 TC 40 53 TC 0 oc OPEN FIELD 60' 11 (O (7 O 40 18 FL ' 4o 68 IC 40, fit _IC_ 40 12 FL co N 40 33 CL BUILD 8" PCC PAVEMENT (47B) STATI❑N TO STATI❑N SIDE PLAN LT SQ YDS 2+57 - 5+00 SEE DETAIL LT/RT 331 972 BUILD 13' x 5" PCC FLUME STATI❑N SIDE WIDTH ELEVATI❑N 3+50 LT SEEtDETAIL SEE DETAIL 3+00 10 T TC 40 33 FL +0 69 CL x (New E" D I P Installed on GA -236) 5+00 a) a W a 10, 98 TC I .n m 40 48 FL 140,84 CL 0 4. rn 40 48 FL 40 98 It CO J CO 9 (O a 0 O 8 BUILD 18" RCP STATI❑N SIDE LENGTH INLET ELEV. OUTLET ELEV, 3+50 LT 7 5' SEE DETAIL SEE DETAIL BUILD 6'x 18' PCC ROUND FLARED END SECTION STATI❑N I SIDE ELEV QUAN, NOTE 3+50 I LT SEE DETAIL 1 Contractor 3+50 LT SEE DETAIL 1 W/TRASH RACK 4+00 5+00 1946 SCALE HORIZ 1"= 20' VERT 1"=2' 1944 1942 1940 1938 PROPOSED GRADES EXISTING GRADES 7- a) N 4 N a 4 N. 4 a) a) 0 4 APPROXIMATELY 1154 CUBIC YARDS OF EXCAVATION WILL BE DERIVED FROM THE CONSTRUCTION OF THIS PROJECT. EXCESS EXCAVATION SHALL RE PROPERTY:OF THE CITY OF HASTINGS. A HAUL SITE SHALL $E RETERMJNE1! $X TIOr LNGA ER. a - co a 4 M M 0 4 TBM 82 - TOP TURN NUT, F H. LOCATED ON N,S OF S DRIVE INT❑ PEAK SHAVER ELEV = 1944.18 a N 0) rn r') N3 �r r') M 0 v 40: v 0+00 0+00 +50 1+00 +50 +50 2+00 +50 3+00 +50 4+00 cn co 0 4 co 4 co co O cO v 1946 1944 1942 1940 1938 +50 t z x r C ❑ C 8 n og 2 0 sZ 0 C D 2 m 0 r s 3 n tic/ n n9nwnN A©! M Yff 1111 2 PLAN HOLD CORPORATION • IRVINE CALIFORNIA /1!1/4\ GIL ENGINE' G Eft. 0 0 Project WEST AVENUE Proj No 1995-9 o..`nptan 2nd STREET SOUTH 630' Design By R J D Date 3 / 96 Contractor Drown By B B Approved By Dm No 1 of 3 +50 t z x r C ❑ C 8 n og 2 0 sZ 0 C D 2 m 0 r s 3 n tic/ n n9nwnN A©! M Yff 1111 2 PLAN HOLD CORPORATION • IRVINE CALIFORNIA 5+00 6+00 • M N A (New E" D I P installed on t0 co co PEAK SHAVER PLANT SITE CD N —20' X X42 s�X H NEW 10" D.I.P. WATEItSAIN e 10 w * 40 98 TC 40 48 FL 41.13 .TC 1 V Co r r- 7+00 {0 a N 01 x ct- co 'P 140 84 CL ✓ o N • 40 48 FL 40 63 FL 140 99 CL 40.63 FL a w 4 V 41.43 TC 141 14 CL m 44129 CL a N 40 7 FL- 40 93 FL t NEW 10" D.I.P. WrIT R 41 69 TC 41.96 TC -�-- �3_.19__E Wes 8+00 9+00 N EMPTY LOT 41.46 FL ve-� �-e 42 22 TC \ 42.62 T 41 72 FL 4212 F1-4-2-35 FLS' 141 55 CL 141 8e CL 142.08 CL_ 142 16 CL42 18 CL 41 19 FL 41.46 FL 41 72 FL 41 99 Fl 42 06 FL 40 98 TC CO(13 Co a V 0 8 41 13 TC 7 41 2 5+00 6+00 TC 6 41 35 TC SAW CUT STATI❑N TO STATION SIDE LIN FT 6+25 - 8+68 RT 249 41,61 TC 41,88 TO 10 5 SLAMMER LARKING LOT 7+00 itt 42 22 TC 42 41 TO T T N 01 SAW CUT HEADER REMOVE PAVEMENT REMIVE STATI❑N TO STATION SIDE SQ YDS 6+25 - 8+68 RT 162 7+00 itt 42 22 TC 42 41 TO T T N 01 SAW CUT 8+00 L H F- 9+00 CD 20' NORTH Scale: 1"=20' 0' 20' 49' i0' REMOVAL & BUILD PLANS BUILD 5' PCC MODIFIED CURB (47B) (SEE DETAIL) HEADER SIDE REMIVE PLAN STATI❑N SIDE LIN FT 8+633 LT & RT 36 238.3 8+00 L H F- 9+00 CD 20' NORTH Scale: 1"=20' 0' 20' 49' i0' REMOVAL & BUILD PLANS BUILD 5' PCC MODIFIED CURB (47B) (SEE DETAIL) STATION TO STATION SIDE PLAN PLAN 5+00 - 8+68,8 LIN FT 6+25 - 8+63 3 RT SEE SPEC BOOK 238.3 BUILD 6' PCC INTEGRAL CURB (47B) STATION TO STATION SIDE PLAN LIN,FT 5+00 - 8+68,8 LT 301 368,8 5+00 - 6+25 RT 301 125,0 BUILD 8" PCC PAVEMENT (47B) STATI❑N TO STATION SIDE PLAN SQ YDS 5+00 - 8+63.3 LT & RT 331 1453.0 55 2 BUILD ASPH CONC, PAVE. TYPE B STATION TO STATION SIDE TON 6+25 - 8+68 RT 62 8+00 LT 55 2 BUILD 6" PCC DRIVEWAY (47B) STATION SIDE SQ, YDS. 6+03 LT 55 2 8+00 LT 55 2 1946 1944 1942 1940 +0 307. co 0 00 O O L N TBM #1 - TOP TURN NUT, E.H. LOCATED pN N.S. OF N. DRIVE INTO PEAK SHAVER ELEV = 1944 03 1938 a a N "71- a N a0 co 0 N N rn EXIST oEruRN ro N N N r a �r PROPOSED GRADES EXISTING GRADES SCALE HORIZ 1"= 20' VERT 1 "=2' 1946 1944 1942 1940 1938 CITY OF HASTINGS,_ ENGINEERING DEFT. Co Project WEST AVENUE Proj No 1995-9 Description 2nd STREET SOUTH 630' Design By Dote Contractor RJD 3 / 96 Drown By Approved By Dm No BB°Gl. 2 of 3 5+00 +50 6+00 +50 7+00 +50 8+00 +50 +63 3 9+00 m m HVYLO HAMWON AU 1.130H0IH PLAN HOLD CORPORATION • IRVINE CALIFORNIA NOIIVHOdHOO 010H NVId r] 8 5 NOI1VHOdHO3 UIDH NV It VINHO30V0 3NIAHI VINHO IOVO 3NIAHI FENCE x TEP VIEW ELEV 39 71 FENCE SLOPED TO CENTER SLOPED TO CENTER z z L.1 0 ZJo ELEV, 39 81 6'x18' PCC ROUND FLARED END 7 5'x18' RCP 2' ELEV 39,91 6'x18' PCC ROUND FLARED END DH/\ SIDE VIEW STA. 3+50 - LT \AGE SMS WITH TRASH RACK HV DHTA 13' x 5' PCC FLUME (VARIABLE WIDTH) Scale: 1" = 2' 0 2' 4' 6' in I- 5" PCC MODIFIED CURB DETAIL NO SCALE 1/4)- ZSS��N9.,4 ,a �_ DAVID L ✓' WACKER • r E-5090 faits ssssssss DETA S IH ET 0 0 2 s GINE G DEQ. 0 Project WEST AVENUE P'°' No 1995-9 Description 2ND STREET SOUTH 630' Design By RJD Date 3 /96� Contractor Dern By B g Approved �7� r/(/T/ • Dm No 3 Of 3 0 0 2 s