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HomeMy WebLinkAbout05040015.3STR -9 J O O G E STR -12 - EXISTING LEGEND • NEW SANITARY SEWER CLEANOUT ■ NEW STORM SEWER INLET 4 NEW PIPE END SECTION SPOT ELEVATION (TOP OF CURB) x PA y 111, x h� F T— HEAVY DUTY PAVEMENT �. TYPICAL ASPHALT PAVEMENT SPOT ELEVATION NEW ASPHALT PAVEMENT FIRE HYDRANT NEW 4" CONCRETE SIDEWALK (5 WIDE) © NEW INTEGRAL WALK AND CURB (5' WIDE) O x OE NEW CONCRETE TRANSFORMER PAD OF 831 CONTOUR e. DECIDUOUS TREE p=- AREA LIGHT 1 NEW AREA LIGHT EVERGREEN TREE Eh—=El AREA LIGHT 2 NEW ACCESSIBLE PARKING (VAN) SIGN BUSH CO-) UTILITY POLE X FENCE E-- GUY ANCHOR SIGN `T; TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE 0 TELEPHONE RISER n n z _. 0 TRANSFORMER 0 DRAINAGE MANHOLE G UNDERGROUND GAS s, ° SANITARY MANHOLE x UNDERGROUND TELEPHONE Ii CURB INLET uGE UNDERGROUND ELECTRIC 0 y m UNDERGROUND STORM ® SQUARE INLET (24" TYPICAL) SAN UNDERGROUND SANITARY C CLEAN OUT —w w— WATER LINE _ PIPE BOLLARD SHEET NO. CONSTRUCTION LIMITS { z C2.0 E f i 7 I E �.... N �8„ 11 - - -1 —T -L 1 �..._ 4 99 98 I M pSr 5 tPAC S B' 45' f :. _ Q S• I I I l STR -2 r CONSTRUCTION LIMITS , _ 3 RCS Q� �._.�� v I I I I r I I °- -- i i ; 1t� SP4CES fi� 9' 1f a I j ' - - - - o � D — � I I �-� 177.3' 5.0' I 1 STR -14 € 29.1' i STR -9 J O O G E STR -12 - A Hj EXISTING LEGEND • NEW SANITARY SEWER CLEANOUT ■ NEW STORM SEWER INLET 4 NEW PIPE END SECTION SPOT ELEVATION (TOP OF CURB) x WATER VALVE x h� F T— HEAVY DUTY PAVEMENT �. TYPICAL ASPHALT PAVEMENT SPOT ELEVATION NEW ASPHALT PAVEMENT FIRE HYDRANT NEW 4" CONCRETE SIDEWALK (5 WIDE) © NEW INTEGRAL WALK AND CURB (5' WIDE) O x OE NEW CONCRETE TRANSFORMER PAD OF 831 CONTOUR e. DECIDUOUS TREE p=- AREA LIGHT 1 NEW AREA LIGHT EVERGREEN TREE Eh—=El AREA LIGHT 2 NEW ACCESSIBLE PARKING (VAN) SIGN BUSH CO-) UTILITY POLE X FENCE E-- GUY ANCHOR SIGN `T; TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE 0 TELEPHONE RISER ® TRAFFIC SIGNAL MANHOLE 0 TRANSFORMER 0 DRAINAGE MANHOLE G UNDERGROUND GAS OS SANITARY MANHOLE uGT UNDERGROUND TELEPHONE Ii CURB INLET uGE UNDERGROUND ELECTRIC 0 ROUND INLET (24" TYPICAL) STM UNDERGROUND STORM ® SQUARE INLET (24" TYPICAL) SAN UNDERGROUND SANITARY C CLEAN OUT —w w— WATER LINE • PIPE BOLLARD A Hj NEW SANITARY STRUCTURE • NEW SANITARY SEWER CLEANOUT ■ NEW STORM SEWER INLET 4 NEW PIPE END SECTION > o o I 14,427 SF. CONCRETE F T— HEAVY DUTY PAVEMENT �. TYPICAL ASPHALT PAVEMENT CD NEW ASPHALT PAVEMENT Lij NEW 4" CONCRETE SIDEWALK (5 WIDE) © NEW INTEGRAL WALK AND CURB (5' WIDE) O NEW 6" CONCRETE CURB OE NEW CONCRETE TRANSFORMER PAD OF NEW SIDEWALK RAMP © NEW CONCRETE INLET COLLAR Of NEW PAVEMENT MARKINGS O NEW AREA LIGHT N k NEW CONCRETE PAVEMENT LLI NEW ACCESSIBLE PARKING (VAN) SIGN O \�` O NEW CONCRETE DUMPSTER PAD Q NEW EDGE OF ASPHALT PAVEMENT SITE NOTES 1. SEE SHEET C9.0 & C10.0 FOR SITE DETAILS. i 3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT —OF —WAY SHALL CONFORM TO O:f. AND REQUIREMENTS. 4. ALL DIMENSIONS ARE FROM BACK OF CURB. J LL W a_ d W O W Q CL d. O 3AI,.T. SCALE: 1" = 30' PROJECT NO.: 2005-0014 SHEET NO. CONSTRUCTION LIMITS { C2.0 E f i 7 I E PROPOSED SITE LEGEND • NEW SANITARY STRUCTURE • NEW SANITARY SEWER CLEANOUT ■ NEW STORM SEWER INLET 4 NEW PIPE END SECTION > o o NEW SWALE FLOWLINE 14,427 SF. CONCRETE F T— HEAVY DUTY PAVEMENT �. TYPICAL ASPHALT PAVEMENT CD NEW ASPHALT PAVEMENT © NEW 4" CONCRETE SIDEWALK (5 WIDE) © NEW INTEGRAL WALK AND CURB (5' WIDE) O NEW 6" CONCRETE CURB OE NEW CONCRETE TRANSFORMER PAD OF NEW SIDEWALK RAMP © NEW CONCRETE INLET COLLAR HO NEW PAVEMENT MARKINGS O NEW AREA LIGHT O NEW CONCRETE PAVEMENT O NEW ACCESSIBLE PARKING (VAN) SIGN O NEW WHEEL STOP O NEW CONCRETE DUMPSTER PAD O NEW EDGE OF ASPHALT PAVEMENT SITE NOTES 1. SEE SHEET C9.0 & C10.0 FOR SITE DETAILS. 2. SEE SHEET C8.0 FOR SITE SPECIFICATIONS. 3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT —OF —WAY SHALL CONFORM TO CITY OF CARMEL STANDARDS AND REQUIREMENTS. 4. ALL DIMENSIONS ARE FROM BACK OF CURB. SITE DATA TABLE Site Zoning -1 Project Area 5.198± Acres PARKING REQUIRED: 9' X 20' 1/300 SF. 48 Space(s) BUILDING SIZE: 1 ST FLOOR: 2ND FLOOR: 10,134 SF. 4293 SF. TOTAL: 14,427 SF. HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. T 2 '0 LL U �T LL Q a::F- LO 0 O Z O W Q - Q ' Z = � au 0 X w �. O Q U� T 2 '0 LL U �T LL Q W = � au 0 X Q U� Z Q �U f� W 1 0 O p Ln N >_ U.Q� 2' ZO Q I W W j V 111 o_ alp , 000 W W W LL 1 Q cn cn W O CL Cf) 'N W wZ (Y L0 L LO 0 0'0 ( L N N m ` LO r `. ^ - O � Z T W = � au 0 X W U� Z Q �U W U j I- N >_ z W Q > J 111 W 3: Q — O CL Cf) J LL (Y W W NBt�R W m LL 20 J LL a_ d 2 O � = � au 0 X W co m z s W j i-- h I- N C7O Z M - y tV O x Q u) C i IC ;Lu ng. Zcn - vao ;ME ®�cr`I` 0 We =o0 (Y } W NBt�R W m LL da°oZ�; a_ d W W CL d. DATE: 4 -1 -05 SCALE: 1" = 30' PROJECT NO.: 2005-0014 SHEET NO. C2.0 OF 11 PROJECT: F: \2005 \2005 -0014 Peterson Architect – Mayflower Vet Clinic \ENGINEERING \DRA'MNGS DWG: C2.0 SITE PLAN.dwg PLOTTED BY: R.C. BERGER