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<br /> 'zro"'e°am°,e�,gm+are,.,aee u�pi" (z yr„ge (g°tp"e)b P' R°F�N uiEpi° PAVEMENT DIMENSIONS GPD GROUP
<br /> izng«°�mal 1z ,:e wnln isamamm REFER TO THIS POINT professional Corporation
<br /> 1"RADIUS BOTH SIDES
<br /> Section S-B (13.5 mm) ww +m bmn 520 S-1,Main Stwt,
<br /> OH 2531
<br /> mm nNanl FINISH GRADE—,, SEAL JOINT 330.572.21M FaX330.572.2101
<br /> e+s mm (PAVEMENT ELEVATIONS
<br /> REFER TO THIS POINT)
<br /> AO
<br /> -rr t
<br /> aYa �� 9m Minimum Concrete Washout Sign L
<br /> aBxB(n°I Detail(or eguNalent) PAVEMENT AS SPECIFIED
<br /> mrn.nre�� °asea PORTLAND CEMENT
<br /> t4CONCRETE
<br /> B B 1/2"
<br /> PROPOSED CURB
<br /> z•a•�1 .wx.mewlrebm. f 50 Imre EXPANSION
<br /> C
<br /> ^u°^m^+aoz re.a Nee JOINT EXISTING CURB 1 T
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<br /> STABILIZED
<br /> Type"Above Gmde"with Straw Bales SUBGRADE
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<br /> NOTE: CURB TO CURB JOINT DETAIL
<br /> Norroscue CONTRACTOR TO ASSESS EXISTING CURBS AND INSTALL
<br /> Silt Fence Concrete Washout Area with Straw Bales PROPOSED CURBS TO MATCH.ABOVE DETAILS TO BE USED AS
<br /> a.w.e.ny mn e`aa� �June3018 MINIMUM STANDARDS.
<br /> ECOLOGY a�tl e,�a wean,�PmaNN.,re,.a.�Pna„�„waepwml.,bn,, ECOLOGY
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<br /> DETAIL NOT USED N.T.S 10 SILT FENCE DETAIL N.T.S 7 CONCRETE WASHOUT AREA W/STRAW BALES DETAIL N.T.S 4 P.C.C.CURB DETAIL N.T.S 1 o a
<br /> Z w w
<br /> KEYED NOTES O
<br /> A F-
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<br /> Oi PROPOSED 20'POLE TO MATCH EXISTING POLES ON SITE IN COLOR. P (p O� w w
<br /> O2 HAND HOLE "• " •;�• ore�bNON 4"GALV.STEEL PIPE U o 0
<br /> 1 a'' • O CONCRETE TO BE U) o w w
<br /> O3 GROUNDLUG - FILLED WITH CURVED L,
<br /> o° caw mNNa CONCRETE O O Q a m
<br /> O BOLT COVER
<br /> PIPE SURFACE w w w w rwii vwi
<br /> BASE PLATE.SEE TO HAVE ONE w w 0
<br /> O 3/4"CHAMFER >w >w
<br /> DETAIL A BELOW. PRIME COAT OF y m rn
<br /> O RUB CONCRETE TO REMOVE SONOTUBE FORM LINES AND FILL ALL HOLES FOR PROVIDE SHIM/GROUT 4 RED OXIDE AND
<br /> SMOOTH FINISH.WEATHERSEAL ALL EXPOSED CONCRETE. a` e °Q.o•oa `";9 M„ s: p
<br /> b""`I AS REQUIRED FOR ONE COAT OF Q
<br /> Oi ANCHOR BOLTS SUPPLIED WITH POLE.INSTALL PER POLE VENDOR DRAWINGS. A ew;v�isn�a.o- LEVELING YELLOW 0
<br /> Oa #6 CU.BARE GROUND CONDUCTOR CONCRETE ENAMEL w < m
<br /> Plan View FOUNDATION
<br /> O BRANCH CIRCUIT WIRING IN CONDUIT AT 24"(MINIMUM)BELOW GRADE conoNee " ,d
<br /> a
<br /> 10 1"SPARE CONDUIT STUBBED INTO POLE BASE&CAPPED 12"FROM BASE PRDO A'Sp
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<br /> wa�ar Panaa�w4M_ 11 OF H�,,,�``�i
<br /> B ++ 3/4"x10'-0"CU.CLAD GROUND ROD � -, — WOy�F' or 7
<br /> 12 (6)#6 REBAR(VERTICAL)TIE-WIRED TO#4 REBAR TIES AT 12"ON CENTER,U.N.O. 1 8 (4)HILTI 3/8 DIA.HDI+
<br /> 13 REINFORCED CONCRETE,2500 PSI COMPRESSIVE STRENGTHy> o 'nw �l�l� a TYP 6n STAINLESS STEEL
<br /> ANCHORS W/
<br /> +< "ON CENTER ,-9/16"EMBEDMENT
<br /> ADDITIONAL#4 REBAR TIES @ 3 �O Y)rS11;55771
<br /> 4
<br /> Section A-A 1/4" yr�ONAL
<br /> 09/08/22
<br /> sxe 1/2"THICK
<br /> EXPIRES 04/16/2024
<br /> m—iep�m'm'�si GALVANIZED STEEL
<br /> PROPOSED TESLA SIGN ua.r m"aw,",moe,N"a.""so-"�a,°. n�amon" `near MOUNTING PLATE
<br /> MOUNTED TO LIGHT POLE, a"w° NOTES: DETAIL A 7/16"HOLE(TYP) Q
<br /> WHERE APPLICABLE.
<br /> SEE DETAILS ON SHEET C-4 Block and Gravel Filter CONTRACTOR SHALL X-RAY CONCRETE SLAB TO FIELD VERIFY EXISTING
<br /> R«n.tl�I.»za1 REINFORCEMENT LOCATIONS BEFORE DRILLING.CONTRACTOR SHALL TAKE GREAT 00
<br /> CARE TO ENSURE AT LEAST 3"GAP BETWEEN ANCHORS AND EXISTING J CD ()
<br /> ECOLOGY z,W„.,,K_".°.gw,irgp�yslNna, ,;aM„N�rK+w,w w.r+re., REINFORCEMENT AND STRESSING TENDONS. Q Z � J
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<br /> DETAIL NOT USED N.T.S 11 waa BLOCK AND GRAVEL FILLER DETAIL N.T.S 5 BOLT DOWN DETERRENT BOLLARD DETAIL N.T.S 2 Q Q>
<br /> a , NON-ILLUMINATED SIGN. LU~ 0 > w
<br /> `' SEE DETAIL 6 ON SHEET Q
<br /> 4 3 y 7 rd`L4� C-3' LJ•J J W~ J
<br /> CONCRETE TO BE CURVED > W >
<br /> 1/4"WEEP HOLE w W
<br /> a DRILLED AT
<br /> 4"GALV.STEEL PIPE BASE OF SIGN W .�W
<br /> FILLED WITH CONCRETE POST FOR W
<br /> inl - DRAINAGE L0
<br /> W 6
<br /> m-a(sanl ,I �r RED OR WHITE SLIP COVER - O�
<br /> `1Y BASE PLATE.SEE DETAIL A
<br /> a so.Nna a.wna BELOW.PROVIDE SHIM/GROUT
<br /> GRADE «,w,+n°ane AS REQUIRED FOR LEVELING ISSUED FOR:
<br /> CONCRETE PERMIT XXX
<br /> FOUNDATION
<br /> 3 _I .. ,
<br /> d BID XXX
<br /> A pF1"E
<br /> D
<br /> -ros+zsmml TYP 8 (4)HILTI 3/8 DIA.HDI+ CONSTRUCTION XXX
<br /> w a 6n STAINLESS STEEL RECORD XXX
<br /> 4 f. i�(ama10zsa°,'"n ANCHORS W/
<br /> 1-9/16"EMBEDMENT
<br /> INSTALLMANAGER DESIGNER
<br /> 12 3"CLEAR TYP. r r�x 1/4" BRETT
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<br /> 9
<br /> MEASURED FROM rY Gr rzs,z5n.nl °D cO " 1/2"THICK COURNOYER JDP
<br /> EDGE OF TIES �i�•
<br /> N)1. N �pma GALVANIZED STEEL
<br /> �' reg"s�zslzsmml seep"e"g��' a,� MOUNTING PLATE JOB NO,
<br /> a a (7/,6"HOLE TYP 2020141.35
<br /> o rn r
<br /> NOTES: DETAILA )
<br /> ry 2'-0" < Wattles CONTRACTOR SHALL X-RAY CONCRETE SLAB TO FIELD VERIFY EXISTING
<br /> O o 13 a oeremee, REINFORCEMENT LOCATIONS BEFORE DRILLING.CONTRACTOR SHALL TAKE GREAT
<br /> E DIA. O ECOLOGY CARE TO ENSURE AT LEAST 3"GAP BETWEEN ANCHORS AND EXISTING ^
<br /> REINFORCEMENT AND STRESSING TENDONS.
<br /> E �_5
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<br /> d DETAIL NOT USED N.T.S 12 LIGHT POLE FOUNDATION DETAIL N.T.S 9 WATTLES DETAIL N.T.S 6 DETERRENT BOLLARD WITH SIGN DETAIL N.T.S 3
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