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Home My WebLink AboutPlan, Tentative APPLICANT 6/20/2012NOTES: l C'lTr nruirut ni A.K1 c%ror ET INDEX EXISTING PHONE LINE ® EXISTING TELEPHONE PEDESTAL EXISTING WATER LINE EXISTING WATER VALVE 3j EXISTING POST INDICATING VALVE J - EXISTING FIRE HYDRANT WATER MANHOLE Q UNKNOWN,MANHOLE N EXISTING WASTEWATER SYSTEM :y f 5 EXISTING CLEANOUT 3D EXISTING STORM DRAINAGE SYSTEM -- EXISTING CULVERT EXISTING CATCH BASIN EXISTING AREA DRAIN EXISTING OVERHEAD ELECTRIC EXISTING UNDERGROUND ELECTRIC EXISTING SUPPORT POLE (W /POWER LINES AS SHOWN) c EXISTING POWER POLE --- EXISTING GUY WIRE EXISTING PRIVATE SITE LIGHTING EXISTING BOLLARD EXISTING GAS LINE EXISTING GAS VALVE 'r EXISTING TRACK SWITCH EXISTING SIGN EXISTING TREES ET INDEX SHEET A N tr r 00 :y f 5 Go bn d Q ,s SHEET N tr r :y f 5 } i H ,s 'r } W • z SHEET N H W U z U SHEET LEGEND EXISTING TRAIN TRACK EXISTING CATCH BASIN DES.... EXISTING DIESEL PIPE LINE EXISTING AREA DRAIN P EXISTING PHONE LINE OHE EXISTING OVERHEAD ELECTRIC ® EXISTING TELEPHONE PEDESTAL UGE EXISTING UNDERGROUND ELECTRIC W EXISTING WATER LINE EXISTING SUPPORT POLE (W/ POWER 0 EXISTING WATER VALVE LINES AS SHOWN) EXISTING POWER POLE EXISTING POST INDICATING VALVE EXISTING FIRE HYDRANT EXISTING GUY WIRE . EXISTING PRIVATE SITE LIGHTING WATER MANHOLE UNKNOWN MANHOLE G EXISTING GAS LINE ( Kai EXISTING GAS VALVE IIA -Ww-EXISTING WASTEWATER SYSTEM @-SD EXISTING STORM DRAINAGE SYSTEM EXISTING TRACK SWITCH Q' EXISTING SIGN SD --- EXISTING CULVERT :5 bm +s s x a cn cy j 5 if } 00 0. a Oman O Cv a z 03 i _ff :5 +s s x j 5 if } O z i _ff O z z O O w IilivuGEND c,IrQ w a, cow co ul r' C EXISTING TRAIN TRACK e EXISTING CATCH BASIN ? f f b s `'' •'F '''''' ' ' j' AC & CONCRETE TO BE REMOVED DES "F EXISTING DIESEL PIPE LINE to EXISTING AREA DRAIN P EXISTING PHONE LINE OHE EXISTING OVERHEAD ELECTRIC a AC TO BE MILLED AND RE- SURFACED col ca a$L# 3 EXISTING TELEPHONE PEDESTAL UGE EXISTING UNDERGROUND ELECTRIC W EXISTING WATER LINE EXISTING SUPPORT POLE {W /POWER } v Z .t; LINES AS SHOWN) 0 EXISTING WATER VALVE :i W c) EXISTING POWER POLE EXISTING POST INDICATING VALVE } U r EXISTING GUY WIRE V EXISTING FIRE HYDRANT EXISTING PRIVATE SITE LIGHTING WATER MANHOLE UNKNOWN MANHOLE G EXISTING GAS LINE WW EXISTING WASTEWATER SYSTEM EXISTING GAS VALVE EXISTING TRACK SWITCH - ----SD EXISTING STORM DRAINAGE SYSTEM }- -SD— -- IXISTIN6 CULVERT EXISTING SIGN ,' DENOTES ITEMS TO BE REMOVED NOTES: 1. ALL METAL SHEETING AND MECHANIZED SYSTEMS SHALL BE REMOVED FROM CHIP PITS PRIOR TO PLACEMENT OF FILL MATERIAL, REFER TO SHEET C--3.1 AND C--3.2 FOR TYPICAL FILL SECTION. 2. ALL UNDERGROUND UTILITIES SERVING EXISTING BUILDINGS TO BE REMOVED SHALL BE FILLED WITH CONCRETE AND BURIED IN PLACE OR REMOVED. 3. REFER TO SHEET C -3.2 FOR PAVEMENT SECTIONS. 4. PROPOSED CUTS AND FILLS: CUT = 130 CU. YD. FILL = 6050 CU. YD. r c,IrQ w a, cow co ul r' C it UXJ e b s "F --- to pC Q c en a col ca a$L# 3 a } v Z .t; :i W r SHEET C -2.1 1 c,IrQ w a, cow co ul r' C it UXJ SHEET C -2.1 1 C m c' a s "F --- to 1 tYi S Z .t; :i W • } U z z'f `i V SHEET C -2.1 1 C m c' a -- --- to tYi Z p4 W U z V SHEET C -2.1 1 ^• ,,,. •,1J%`f,Z / ` /fit ` ' ` /' j f i r f -Tif" RAILROAD CONTRACTOR a •'' - ' `` -. , OFFICE 486.21 92 Li XISTING AC ' E ALE SW • .. 81 EX 485.85 X Gr J . MATCH l EX AC 1'' -,.. \ ., W .:487.43 AC`- ``-- 486.6 \ EX AC 487.84 fi \ \ 92 485.45 - \ EX GRATE / i / ,T ?„ ``"`... 92 ca a 91 485.95 / / ,, , !'` 'y.. © ,,,,, 488.6 AC r EX GRATE 90 / . / ,.', BEGIN VALLEY GUTTER `486.88 N, .,e --L.., r r 92 / ° 487.95 EX AC `-- / /' 1„ 486.32 i /- ' -, 1`i EX AC EX GRATE r 0 ' i , i , T ' 488.72 VG --r,, r ------ EXISTING S / / , , I— 488.7 . V'10US 15 18180 SQ. FT. ski / 7 ----- ----- STING , / 'IR= 43:6' 'P 'ICI( S C C 1., _ EXISTING / 486.2 ° ' -r,1 1 `— . CONTRACTOR 92 - PARKING 10 820 SQ. FT. EX GRATE `` - 1 F --- t 490.02 • /- EX AC `' -7.. , _ 92 92 .. 80 94 -- '- A( 490.85 ` ` -.. 1 / 490.9' EX AC ,.f _j 80 L -R= 320.0' `- -- • C.) 0 • tid D en 0 w rA t3 OF a11. f r 0 s 4 ti w r rr s yf. s t w r Q z w w w f+1 w 4 a, ca W 1 a., FIRE .... -- `" ---- -. _ OHE ANNEX ` --- `'--- lLROAD - t ________ ________ , TRACTOR ,/ OHE -- Z&E -J0 MCE .---- Jo, 0 .30' Li EXISTING WEIR G' W ' S° -.- PRESTO -LOG STORAGE OHE t t SUB e SD 1 so _" • 1 ONE 488.3E MATCH EX ~. l' Ile -... 488.34 - g2 ,.. EX GRATE i' 490.6 / Oyk. MATCH EX `- 488.45 ```-- w s GRATE R=45.0 82 EXISTING . VG W . 489.2E j 490.23,,` SWALE '- FArl N` MATCH EX AC RAIL 326 LF 490.65 -.- =324.Q W . 487.90 - 2 =45.0' 490.16 p GRATE 489 '' MATCH EX 23 489.fifi 488.76 -` ``•, AC RAIL / AC RAIL GRATE 489.09 ~1 82 489.53 F = • END VG _ AC RAIL 489.95 or _-,,. o 0 o S =0.40 A RAIL ~- "`=- o ca. 489.20 5 =0.50% 1 ylt R =45.0' cq HP VG 90 R 489.30 489.06 rr- n y AC ~ ~`'`". 92 i' AC RAIL ' + 13,490 SO. FT. tiF , 489.20 ````'~- W 16 S= l EX AC 488.70 - -2.00 '' -,,.. ONE- -- -.. 91 90 490.00 489.75 AO 90 489.56 .... ...... AC 91 489.fi0 488.52 `` AC RAIL f BATCH IM AC 80 $1 GRATE 19,74Q SO. FT. REFER TQ SHEET C-3.0 15 489.91 EX AC h' - # PAVING CONSTRUCTION NOTES ``--- aH 490.56 LEGEND GRADING LEGEND `'- -- Ex Ac" .r.,.,.o 1111111 1 11111111111 EXISTING TiRAIN TRACK OHE EXISTING OVERHEAD ELECTRIC PROPOSED FLOW DIRECTION 2. CONST VALLEY GUTTER AS PER DETAIL REFER TO SHEET C -3.3. DES ..... EXISTING DIESEL PIPE LINE _ EXISTING SUPPORT POLE (W/POWER S= 03.40% PROPOSED SLOPE 15. MILL 4* OF EXISTING AC PAVING AND RE --PAV PER 490.50 P EXISTING PHONE LINE t LINES AS SHOWN AC PROPOSED ASPHALT ELEVATION DETAIL. REFER TO SHEET C -3.2. EX AC 0 EXISTING WATER VALVE cll-) EXISTING POWER POLE AC RAIL ASPHALT ELEVATION 0 RAILROAD 16. CONST G" AC OVER 12" CRUSHED ROCK PER DETAIL a U r EXISTING GUY WIRE • TRACK REFER TO SHEET C -3.2. EXISTING FIRE HYDRANT do EXISTING PRIVATE SITE LIGHTING EX ,AC EXISTING ASPHALT ELEVATION W R M E T O 79. AD T JUS MANHOLE TO NEW I LAIN. EV WATER MANHOLE EXISTING TRACK SWITCH EX GONG EXISTING CONCRETE ELEVATION 80. SAWCUT AND REMOVE EXISTING AC TO CUTUNE. WW EXISTING WASTEWATER S G ASTEW TER LINE EXISTING SIGN GRATE ELEVATION OF CATCH BASIN GRATE 81. BEGIN AG MILLING. SD - EXISTING STORM DRAINAGE SYSTEM HP HIGH POINT 82. END AC MILLING. SD - EXISTING .CULVERT VG VALLEY GUTTER 90. PAINT 4 WIDE STRIPE 'TRAFFIC WHI . EXISTING CATCH BASIN 91. PAINT 4" WIDE DOUBLE STRIPE TRAFFIC YELLOW SPACED 8" ON CENTER. 92. PAINT DIRECTIONAL ARROW PER DETAL REFER TO SHEET C -3.2. CHIP PIT FILL DETAIL 5 o-F9 pages 3 r N i flC A • ' .. _ ` k` OCich b - e•w rJ' Ci t bjD t a a U aid • ,, 3 r N ca co a o flC A 3 r A ' .. t • 3 r i SHEET C -3.1 «. .'•tip .L \• '. , ` .. `.l . • .. .a a \ .• 'ti' : . , ;. t - \'.•'\. 'e• . •.}.t A .•_ L. »'a •'• t \ • \:t `y' .• •J.tiw• .V •.'Q • 4• +. at.• •. ,.J .•. •. tJr .'S.: .j \• w,\,• N• \1 ., \, •• •\ .gip, .., '' ! `.•.•• \• S:r' . • \•'• S•• A„ . \• • • • }' j • ` •'S ..M!n •'.i '. .L• •.. •• }:. .If+•jl •,,• . , .• 7 ,. .p• ` : a' ,L•' ... .\. .•'•. • • jK - 37.6» 37.6" off /ff /f/ KEYED NOTES . \f'fRf. \/i', 6" ASPHALT PAVING -- i / /f / / /`\ / // / / / / // fi`tf \f 2 LIFT C MIX OVER r I 2 -2 " LIFTS B Mix 12" (MIN.) CLEAN, GRADED AND 12" 12" COMPACTED STONE NO SLAG). ) 2n 3/4u -0" OVER 10" 1--1 /2" --0" WELL -- DRAINED SUB- -GRADE TO BE APPROVED BY GEOTECHNICAL PROFESSIONAL. 2" 2° NOTE: INSTALL. FABRIC UNDER ROADWAY (LINQ GTF OR EQUIVALENT) IN AREAS THAT FAIL SUB -- GRADE STOP STENCIL DIMENSIONS ONLY STENCIL DIMENSIONS COMPACTION TESTING. N.T.S. N.T.S. HEAVYPAVE MENT SECTION N.T.S. 20 37.6" SURFACE AS PER PLANS 42" 42" 3.0 314,. .,tom• \. ,3r••, • + iJ- :L•» r. .• , =•t4 r•:'' *. '; •`;a:.. '•t` \• =v. '•J .- ''s`'' \`'" is . L;• .: - `' ::°". „.'.y'. 8" 80 7's THICK CONCRETE PAVEMENT 3500 PSI FIELD STRENGTH BASE ROCK AS PER PLANS STRAIGHT -ARROW DOUBLE CURVE ARROW STENCIL DIMENSIONS STENCIL DIMENSIONS CONCRETE VALLEY GUTTER N.T.S. N.T.S. N.TS. 6" AC MI • ~ •. Jitr• : Lw A 1 .a • ,I I •y_ • \• 4 • •, ` . - * • . s y - • . -• J • • .1,• M • S L ,•S \ • \ mot. . „ •L• w • L .4 . . • t. S • `1 • . •• •' . • .. J A" ' ;. i • • }+ . j • • M ~ :\ - \• • \. ~ .tr +..:_' L: • \. ~ \ :. .t ` ..Y. . -" ±mss•• :s • .'a:- `. • • \, .c i'. .. •\•.• 3 KEYED NOTES MILLED SECTION RESURFACED W/ 4 ASPHALT PAVING 2" LIFT C MIX OVER 2" LIFT B MIX 2 INSTALL PETROMAT 4597 BETWEEN EXISTING AND NEW ASPHALT SURFACES OVER TACK COAT 3 EXISTING ROAD STRUCTURE 12" CRUSHED ROCK OVER 24 BAR RUN BILLED PAVEMENT SECTION N.T.S. MATCH EXISTING GROUND PROPOSED ROADWAY 489.73 6" AC OVER 12" 488.89 AC CRUSHED ROCK GB LOAM 1.5' CRUSHED ROCK S= 2.009* ---------- .- All X i .x v o G s 488.64 -, . G v "'a o o' o ,r.10 o a o 0 0 488 4 6 CONC , CONC REMOVE TOP 1 OF CONCRETE WALL EX RAILCAR UNLOADER , 1 RU N BAR f r MILLED AC CORE DRILL BASE FOR DRAINAGE 4" @ 25' O.C. SECTION A —A scuF: ,• =,o• G • __' s C) bD 0 W yr'• p CU t%2 o- i CY 4= 40 {ZI YW H a r; x G __' C) --- c°n t%2 i H a r; x t s ;F f i p __' C) --- c°n t%2 H GCI z tit A t a s \ fl FIRE -- -- -- -- - ANNEX O <--- l RAILROAD CONTRACTOR OFFICE , 10' OUT FALL 483.98 EXISTING WEIR SWALE Sp . O - STORAGE ca J SUB P IL . e4, 412 CO 4 t 8 FL OUT (SW )=486.88 ... GRATE= 488.95 P_ 4 64 LF 4s4 488.34 S =2.00 EX GRATE S ,/ 8" FL OUT NW = 485.53 454 10 LF 500 507 517 542 ''` 6 Sp 15 LF 484 `.,,,,. F - EXISTING 5 =5.00 543 EX S MH SWALE NEW 8 FL NE)=485.60 `i. 2--4" CONDUITS FOR cz 8 FL IN (NW)=4-85.60 py OVERHEAD POWER FUTURE DEVELOPMENT cn 12 FL IN {SW)= 485.55 AND COMMUNICATION iv WIRING 12 " Q FL OUT (NE)= 485.50 L` M ELEV.= 489.30 MIN.3' OFF BACK 544 80ST OF GUTTER 409• ! - 540 28 509 541 J ". 4 4 107 LF ,y 412 CB #1 S=1.507* - 8 FL OUT E =486.28 GRATE -= 487.90 Cg _ #2 ` 412 450 S FL OUT E = 487.22 GRATE= 488,76 q,,,\CB #3 `` F • , t T -.. / ST CO #2 12 FL OUT NW =485.65 / 8" FL OUT (NW)=487.22 GRATE= 488.52 v p y LEGEND ( CONSTRUCTION NOTES DWATER CONSTRUCTION NOTES EXISTING TRAIN TRACK ® PROPOSED CATCH BASIN 4013 CUT INTO EXISTING MANHOLE; 500. CONNECT TO EXISTING WATER MAIN. DES EXISTING DIESEL PIPE LINE OHE EXISTING OVERHEAD ELECTRIC 409. CONNECT TO EXISTING PIPE. 507. CONST 6" C900 CLASS DR 18 WATER LINE W ONE WIRE. P EXISTING PHONE LINE -AV EXISTING SUPPORT POLE (W /POWER 4112. CONST CATCH BASIN AS PER DETAIL. 509. CONST 10 C900 CLASS DR 18 WATER LINE W ONE WIRE. LINES AS SHOWN) 0 EXISTING WATER VALVE 450. CONST STD. CLEANOUT WITH CAST IRON LID. 517. CONST 6" GATE VALVE FLG X MJ WITH RETAINER GLANDS. EXISTING FIRE HYDRANT EXISTING POWER POLE 48xL CONST 8" STORM DRAIN PIPE ASTM D3034 WITH " o 540. CONST 10 22.5 ELL MJ X MJ WITH RETAINER GLANDS. - -- PROPOSED FIRE HYDRANT EXISTING GUY WIRE RUBBER GASKET JOINTS. ' - EXISTING PRIVATE SITE LIGHTING 5 4 1. CONST 10 " 90 ELL MJ X MJ WITH RETAINER GLANDS. WATER MANHOLE 542. CONST 10" MJ X 6" FLG X 10" MJ TEE WITH RETAINER EXISTING TRACK SWITCH NJS. WW EXISTING WASTEWATER LINE GLANDS. EXISTING SIGN REFER TO SITE DEMOLITION PLAN C -2.1 FOR EXISTING STORM, " x @-SD-EXISTING STORM DRAINAGE SYSTEM WASTEWATER AND WATER SYSTEMS TO BE ABANDONED. 543. CONST KENNEDY FIRE HYDRANT PER DETAIL. REFER TO SHEET C --4.1. - ----SD ---- EXISTING CULVERT 544, CONST 10" "KENNEDY VALVE AND INDICATING POST. EXISTING CATCH BASIN • • ° Ld n 0 rowl .- H 1 w a a- •r -4. bn o- © n o 0 U ° .- H w o w u z BEARING 'AREA OF THRUST BLOCKS IN SQ. FT. FITTING SIZE TEE WYE AND HYDRANT STRADDLE BLOCK 90' BEND PLUGGED CROSS TEE PLUGGED ON RUN 45- BEND 22 BEND 1 1y4 BEND 4 1.3 1.6 1.8 1.0 8 4.0 6 2.8 3.7 4.0 2.2 1.1 12 8 5.0 6.5 7.1 3.8 2.0 1.0 10 7.9 10.2 11.1 6.0 3.1 1.5 12 11.3 14.7 16.0 8.7 4.4 2.2 16 20.1 26.1 28.4 15.4 7.8 3.9 20 31.4 40.8 44.4 24.0 12.3 6.2 24 45.2 58.8 64.0 34.6 17.7 8.9 THRUST BLOCK VOLUMES IN CU. YDS. FITTING SIZE 45' BEND 22 BEND 11y4 BEND 4 1.1 0.4 0.2 6 2.7 1.0 0.4 8 4.0 1.5 0.6 10 6.0 2.3 0.9 12 8.5 3.2 1.3 14 11.5 4.3 1.8 16 14.8 5.6 2.3 FITTING SIZE ROD SIZE EMBEDMENT 12" & LESS #6 30" 14" -- 16" #8 36n 24" SQUARE 10 GA. STEEL CATCH BASIN WITH 24" SUMP. ASPHALT COATED INSIDE AND OUT. PROVIDE SMOOTH LEVEL COMPACTED CRUSHED ROCK FOR BASE OF CATCH BASIN STRUCTURE CATCH BASIN DETAIL N.T.S. STANDARD STEEL. FRAME & COVER GROUND LEVEL MECHANICAL PLUG i i 4 NOTE: SECTION TO BE POURED SO THAT A MINIMUM COVER OF 4" EXISTS ON ALL SURFACES OF PIPE. • "MIN 4"MIN - ....... , . PIPE TYPE AND SIZE .... • ... AS PER PLANS. . • • .. DM LENGTH TO E)MD 12" BELL BEYOND CONCRETE MIN • : • • . - ...• .• . ... ... ... .. .. MECHANICAL PLUG GLEAN OUT DETAIL N.T.S. • \`r,r • __j 0 b n 0 a t- . A•-• oa o r..Mj bn d M U Q? z Q Q O __j n . z Q Q W U z U ESOP CONSTRUCTION NOTES: 177 l '`1` / \ -# Ws X00 Lk.-176 1,620 LF 176 CD • a bD 0 Q Cm ° .r..{ bD 0 E- C4007; o 0 4 U 177 l '`1` / \ -# Ws X00 Lk.-176 1,620 LF 176 CD a Q4 W