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Home My WebLink About07060003 Site/Utility Plan Rcv. 6/5/2007 DOCSQ 00 Lo 6j O N c �D N 0 0-) n _0 co -6 L I o � o Er1_ c0 o 0 J a � I m o _0 t\ o 0 Cfl - n O� o, I Q O O O co 4 o � U X U N O Q I O N z Co Li - (� U O cn O E N Ln 0 J CiD � I O E o U O (� V) r1 a) >, (_0 E 0 / 0 Z m U v jO IL- 0- �cno O +- Ln >, co -J I CD U.S. 31 _ - - - - - N 00_03'57" W 234,08' FUTURE /POSSIBLE INDOT RIGHT -OF -WAY _ �-- - END SECTION 18 _ J INV. 863.54 (4) 4" C COMM. CONDUITS CONFIRM W TELE, COMM. PLANS / �I no ��`� BUILDING "I" 3 -STORY OFFICE BUIL II � 106,511 R.S.F. l0) \ F.F.E. 870.50 � II / II TELECOM MANHOLE (SEE II � -TELE. COMM PLANS) 91 GAS SERVICE TAP FOR BUILDING 2 i II (CONFIRM W MEP PLANS I I \ II / 869.00 T.C. / 9 / INV. 863.8 / N 00'1507" w 105.92 1 v GAS SERVICE (4) 4" PVC COMM, CONDUITS �� CONFIRM W /TELE, COMM. PLANS I- II II III II II III III II II II II II II II I it III III III Il I I 13 C. �I 9.88 T Ln .C. 869.81r I III INV. 865.9 V. 5.86 001 T.C. 870.38 II III III I r/ l V) INV. 866.02 III II II III II I� ca III III II II - - - -- I II 11 II I� I II � II 13 LF OF 1 II RCP (D 0. 7 ° II � III III 1144 LF OO1 " J III III ILL 8 ° �� II 36 LF PF 15" II III RCP 110.33% II V I III II II II ! GAS CO, TO EXTEND MAIN ALONG = 1 PENNSYLVANIA ST, TO THIS LOCATION NORTH PENNSYLVANIA STREET I CONNECT TO EX, TELE. COMM. ! F 4C15 TL MAIN ALONG PENNSYLVANIA ST, ° DETAILS FLUSH WITH SURFACE 1/8"- 1 1 /4" DEEP SAWED 6x6 - 4/4 WIRE MES d/4 4V • a . . . ' CONCRETE SLAB CONTROL JOINT NO SCALE tWX' CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. MINIMUM 1' do MAXIMUM 4' 20' VESTAL CASTING WITH 12' LID, CLEARANCE FROM TOP OF LETTERED 'SEWER' WITH CAP TO BOTTOM OF CASTING PENTAGONAL BOLTAOCK HDPE PIPE TO EXTEND 6' PVC .•. FINAL GRADE MINIMUM 3' ABOVE STONE 20'0 FRATCO HDPE METER PIT, 7.2 LOS /FT, MIN. 3' DEEP OR EQUAL V FROM TOP OF PIPE TO BOTTOM OF METER PIT. CONTRACTOR SHALL NOT ALLOW METER PIT TO CONTACT LATERAL/TEE -WYE CONCRETE CAP. PI F_AkI(11 IT TVDC _Z (GRASS OR LANDSCAPE SURFACES BEYOND THREE FEET OF BUILDING) T CLEARANCE FROM TOP OF PIPE TO TOP OF 18 STONE - 6" MINIMUM (TYR) 6' SDR35 PVC PIPE (6' X 6" X 6') TEE -WYE TOOL BOTH SIDES OF APPLIED JOINT SEALER EXPANSION JOINT 1/2" PREFORMED EXPANSION MATERIAL .a • ...p a , (,e) Ad ui •• dm • a • Q'• .a ... •..•' ... .' af EXPANSION JOINT TO CONCRETE SLAB BOTTOM OF PAVEMENT EXPANSION JOINT DETAIL NO SCALE SLOPE CHECK DITCH CHECK POST FANON -WOVEN �I BRIC FLOW GROUND LINE NON -WOVEN ,_-/ FILTER FABRIC EXTENDS INTO TRENCH NC?E: CONCRETE APRON AND CASTING SHALL BE MIN. 1.25 Bc + 12 Nd1EtALl SLAB AND CRAWL SPACE DESCRIPTION INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. MINIMUM 1' CLEARANCE FROM TOP OF CONNECTIONS MUST BE A MINIMUM > REGULAR BACKFILL CAP TO BOTTOM OF CASTING OF 3" BELOW THE FOOTER AND EXIT O NEENAH R- 1972 -AL OR EAST JORDAN V- 1601 -1 8 CRUSHED STONE OR THE BUILDING AT THE FRONT OF REMOVE /RELOCATE TREE AS INDICATED WITH SEWER ON CASTING ' THE STRUCTURE TO PROVIDE THE 3• BEDDING MATERIAL HAND ~ U c OQ INDICATED (COORDINATE W/ UTILTY PROVIDER) SHORTEST, MOST DIRECT ROUTE 6' PVC CAP FINAL GRADE FROM THE BUILDING TO THE 6' PVC CAP w EXISTING LATERAL STUB. Lli 36 "x36" x 6 NCRETE'' MIN .1. FINAL GRADE APRON WITH FIBERMESH 6" PVC PIPE TEMPORARY ad �e REINFORCEMENT. GLUED CAP FOUNDATION O V FOOTER r (FOOTER) P 6' VC PIPE (6' X 6" X 6') TEE -WYE 3' MIN. 3' MINIMUM (6 X 6' X 6') TEE -WYE Flow - I BACKFILL JOINING FENCES EXISTING II-II ol" II -I SOIL 6" X 6" TRENCH BOTTOM OF WHEN JOINING TWO OR MORE DITCH SILT FENCES TIE THE TWO SILT FENCE DETAIL END POSTS TOGETHER WITH EXISTING NYLON CORDS. NO SCALE rLVn -1- 4' SEWER 6 6' SEWER LATERAL " SEWER LATERAL 18 STONE BELOW CONCRETE 6" MINIMUM. SEE SANITARY APRON TO PREVENT CLEANOUT TYPE 2 SEWER TRENCHING, BEDDING 6" SEWER LATERAL SETTLING. EXTEND TO AND BACKFILL DETAIL UNDISTURBED EARTH. (HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS BEYOND THREE FEET OF BUILDING) 6' x 4' REDUCER GLUED WITHIN S OF THE FOUNDATION OR GASGETED OUTSIDE OF THE FOUNDATION fxm. TOP OF CASTING OR CLEANOUT CAP SHALL EXTEND 0.20 NOWCUTSIDE 3' OF THE FOUNDATION ALL CLEANOUTS CLEANOUT FEET MINIMUM ABOVE FINISHED GRADE UNLESS CONSTRUCTED WITHIN ARE TO BE 6' SDR 35 GASGETED PIPE ALL CLEANOUT FITTINGS TYPE 1 PEDESTRIAN OR VEHICULAR TRAFFIC WAY. UNLESS APPROVED BY ARE TO BE SDR 26 ENGINEER, SANITARY SEWER CASTINGS OR CLEANOUTS MUST NOT (ONLY LANDSCAPED SURFACES WITHIN BE WITHIN ONE (1) FOOT HORIZONTAL DISTANCE OF ANY PAVED OR CONCRETE SURFACES. THREE FEET OF BUILDING) TYPICAL CLEANOUT DETAILS 6x6 - 10/10 WELDED TOOLED CONTROL JOINT 1 /4" WIRE FABRIC WIDE, MIN. 1 " DEPTH APPLIED ANTI - SPALLING BROOM FINISH COMPOUND _77 71 a' A d.• `r 4" GRANULAR BACKFILL = __ _ _ _ III 111111 1111111111111111111111111111 =T COMPACTED AND WELL - DRAINED SUBGRADE NOTES: 1.) CONTROL JOINTS 5 * -0~ O.C. MAx, (SEE PLANS FOR ANY VARIATIONS) 2,) EXPANSION JOINTS 20' -O" O.C. MAX, (SEE PLANS FOR ANY VARIATIONS) CONCRETE WALK DETAIL NO SCALE SITE NOTES 1. ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. -ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. -ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO FACE OF CURB. -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. 2. ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5' UNLESS NOTED OTHERWISE, 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS, 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 8. DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED, 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY, THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY, 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS, THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. GRADING NOTES 1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT. 2. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 3. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM. 5. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE, 6. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 7. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED. 8. T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T.C. SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET, GENERAL NOTES 1. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE PROHIBITI_D. 2. SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS TO ASTM D -3034, SDR 35 WITH A MINIMUM CELL CLASSIFICATION OF 12454 -B, OR REINFORCED CONCRETE PIPE CLASS III, IV, OR V IN ACCORDANCE WITH ASTM C -76, OR DUCTILE IRON PIPE CONFORMING TO ANSI SPECIFICATIONS A21.51 AND AWWA C -151, OR HIGH DENSITY POLYETHYLENE PIPE CONFORMING TO ASTM -3350 CELL CLASS P.E. 3344 33C. 3. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION PERMIT HAS BEEN OBTAINED. 4. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 18" BETWEEN THE OUTSIDE OF THE WATER MAIN PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS POSSIBLE. IF WATER LINE(S) CROSS BELOW SANITARY SEWER LINE(S), SEWER LINE MUST BE CONSTRUCTED OF EITHER DUCTILE IRON PIPING OR OF 200 psi PVC (SDR -21 OR EQUIVALENT) FOR THAT PARTICULAR SPAN. 5. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTILITIES DURING PROBING OR CONSTRUCTION, TO OBTAIN ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY -EIGHT (48) HOURS IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1 -800- 382 -5544. 6. ALL STORM DRAINAGE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL STORM SEWER SPECIFICATIONS AND REQUIREMENTS, 7. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND /OR CONNECTED TO THE STORM SEWER SYSTEM. 8. SIDE SLOPES 3:1 OR GREATER WILL BE SODDED OR STABILIZED WITH AN EROSION CONTROL BLANKET. 9. ALL EARTHEN AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE TEMPORARY SEEDING AND MULCHING. 10. SILT FENCE AROUND STRUCTURES IN PAVEMENT AREA ARE TO BE INSTALLED PRIOR TO PAVING CONSTRUCTION, 11. GRANULAR BACKFILL REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN 5 FEET OF PAVEMENT. 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. GREATER THAN 5' IN. 6" TOPSOIL TO �NSURE GRASS GROWTH EDGE OF PAVEMENT, CURB. �[ MIN. 1.25 Bc + 12 SYMBOL DESCRIPTION :.;. ':; .:` "•.'::...:.:.. iT GUTTER OR SIMILAR STRUCTURE -' > REGULAR BACKFILL AND PAD DESIGN) Z O 12" (MIN.) 8 CRUSHED STONE OR REMOVE /RELOCATE TREE AS INDICATED PPROVED EQUIV. CLASS I ' RELOCATE UNDERGROUND TELE. AND PEDESTAL AS BEDDING MATERIAL HAND ~ U c OQ INDICATED (COORDINATE W/ UTILTY PROVIDER) TAMPED AND WALKED INTO 1 O DECORATIVE STEEL BOLLARDS WITH DOWN LIGHTS (SEE PLACE iTi =Iii LuT ARCH,) w mm) O Lli va LEGEND BC = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER AA�LEDDING AND�INITIAL DSPACKFlLL d = DEPTH OF BEDDING TO 12' BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (GREATER THAN S' FROM EDGE OF PAVEMENT) NO SCALE NORTH 0 40 80 120 GRAPHIC SCALE IN FEET . �✓ cT �! a C .Qa (J cl , ........ ...... V PROV Q W U) SITE LEGEND N SYMBOL DESCRIPTION 0 GENERATOR ENCLOSURE (SEE ARCH. FOR ELEVATIONS > 0 AND PAD DESIGN) Z O CONCRETE WALK O Q REMOVE /RELOCATE TREE AS INDICATED ro QD RELOCATE UNDERGROUND TELE. AND PEDESTAL AS LU U c OQ INDICATED (COORDINATE W/ UTILTY PROVIDER) D O DECORATIVE STEEL BOLLARDS WITH DOWN LIGHTS (SEE W LuT ARCH,) GRADING /UTILITY LEGEND - -- X 0 O O e --I IEXI L - J EX - - - - - -- SD - - - - -- ------- SAN - - - - -- -------WTR------ ®PIV m - - - - - -- G - - - -- - 4 - - - - - -- UE - - - - -- 0 PB T - - -- -- UT - - - - -- FT PI D 0 CONTOUR LINE SPOT ELEVATION MATCH EXISTING GRADE STORM CURB INLET STORM INLET STORM MANHOLE SANITARY MANHOLE SANITARY CLEANOUT STORM STRUCTURE NUMBER SANITARY STRUCTURE NUMBER STORM SEWER SANITARY SEWER WATER LINE FIRE HYDRANT WATER MANHOLE POST INDICATOR VALVE WATER METER PIT WATER SHUTOFF STORZ CONNECTION WATER VALVE GAS GAS METER GAS UTILITY MARKER GAS VALVE UNDERGROUND ELECTRIC ELECTRIC MANHOLE ELECTRIC METER ELECTRIC PULLBOX ELECTRIC UTILITY MARKER TRANSFORMER UNDERGROUND TELEPHONE ELECTRIC MANHOLE TELEPHONE PEDESTAL TELEPHONE VAULT GROUND LIGHT LIGHT POLE SILT FENCE BOLLARD 3/4" BLACK RUBBER HOSE WRAP TRUNK TO FIRST BRANCH 7x19 GALV. GUY WIRE 2" SHREDDED HARDWOOD MULCH REMOVE BINDING FROM TRUNK -STEEL TEE FENCE POST 24" ANDSTAKING TREE TING \ / TREE PLANTING DETAIL NO SCALE 753.00 OR 753.00 752.50 M.E.G. SAN G UE - UT - x -x -x- x- c, l gl 2 2 22 �b c" 'HOLEY MOLEY' 1 -800- 382 -5544 CALL TOLL FREE `... O Z Q D cr W H Q Y Q D Z Q J N Z O > 0 y O zo `- O o 0 0 III C! O U W n -1 O _ U c OQ O D U m W LuT w mm) O Lli va Id Ix LLJ ad �e CL D O O V Z Q D cr W H Q Y Q D Z Q J N Z F > 0 y a >= o 0 0 W � O U W n -1 O W_ a p O I� U c OQ kN Cn d- (_0 N _D d- 0 O L 0-) N r-- I'o 00 Cn r-r) X Q LL_ LuT w Z Q D cr W H Q Y Q D Z Q J SHEET NO. C200 55 Z F a a y a >= o z W � J = cr U N LuT SHEET NO. C200 55