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F--1 -_ <br /> ' LEGEND UTILITY NOTES: I I i ----___ -6-. <br /> a 0 20 40 <br /> -.- -PROPOSED STORMSEWER SILT FENCE&BIO LOG-' Feet <br /> 5'APART <br /> - -PROPERTY LINE 1. REFER TO COVER SHEET FOR GENERAL NOTES AND UTILITY NOTES. 4. <br /> - RIGHT OF WAY 2. STORMTECH INSTALLATION IS SHOWN HEREIN PLAN VIEW FOR LOCATION AND CONNECTION TO ' 4 <br /> v--------GAS LINE STORMWATER MANHOLES AND CATCHBASINS.OWNER WILL STAKE EASEMENTS. 1- I <br /> -a-a- 3. SEE STORMTECH SUPPLEMENTAL INFORMATION FOR CB AND MH SHOP DRAWINGS,MANIFOLD AND <br /> UNDERGROUND ELECTRIC I �,• �� I I z <br /> CHAMBER CONFIGURATION. . 4 <br /> -a-a-OVERHEAD ELECTRIC �-r w <br /> 4. ALL STORM DRAIN INLETS MUST BE PROTECTED BY BMPS DURING CONSTRUCTION UNTIL III I ....-,y_,, ( w <br /> -•I-A-UNDERGROUND TELECOM STABILIZATION IS COMPLETE. I I I <br /> ., EXISTING STORMSEWER 5. PIPE OUTLETS MUST HAVE RIPRAP IN PLACE WITHIN 24 HOURS OF OR PRIOR TO CONNECTION TO THE [� \ D', <br /> EXISTING 6"DRAINTILE(APPROX) STORMTECH SYSTEM. 1 y I - <br /> -I -I -WATERMAIN I �,�'-\ \ ,. I I I <br /> -E SANITARY SEWER • GRADING NOTES: JJ L ` ---.. l l I w <br /> EXISTING MAJOR CONTOUR I -� I E.E. <br /> 1. PROPOSED SPOT ELEVATIONS AND CONTOURS ARE TOP OF GRADE,PAVEMENT OR GUTTERLINE, <br /> EXISTING MINOR CONTOUR UNLESS OTHERWISE SPECIFIED. � • <br /> ____II <br /> PROPOSED CONTOUR(2-FT) 2. SEE DRAWING NO.2 FOR EROSION AND SEDIMENT CONTROL PLANS. . I <br /> \ II I I = <br /> PROPOSED CONTOUR(1-FT) 3. CONTRACTOR WILL COMPLETE GRADING OF DISTURBED AREAS WITH A MINIMUM OF SIX(6)INCHES OF P <br /> -a---SILT FENCE TOPSOIL,REPLACED FROM ON SITE STOCKPILES OF TOPSOIL OR WITH TOPSOIL BORROW.TOPSOIL {- I I \ \ I I ATCHBASIN <br /> -•-•-BIO LOG BORROW WILL CONTAIN 3%TO 10%ORGANICS.DISTURBED AREAS WILL BE REVEGETATED WITH SOD, INV.E=941.0 <br /> TURF REINFORCEMENT MAT(=760 FT2) BY OTHERS. , I INV.W-936.3 <br /> -+•- <br /> FLOW PATH I - Li. /1/ f <br /> INV.936.0�1 i I I <br /> DRAINAGE ARROW I IT ry INV.929.8 1 <br /> VI HYDRANT GATE VALVE I /I I_ I INV.942.6 <br /> '¢. WATER BOX �, 1? a,a / NO INV.ON FES `+ <br /> 11" p � <br /> INV.929.7 6 / I <br /> NOTE:UTILITY SHOWN BASED ON APPROXIMATE LOCATION I 1 / / I I <br /> FROM LANDOWNER,CONTRACTOR'S RESPONSIBILITY TO I I <br /> LOCATE UTILITIES PRIOR TO CONSTRUCTION. I/ <br /> �� ' � <br /> NOTE: A PORTION OF THE ADJOINING I \ �/ / <br /> HOUSE LOCATION TAKEN FROM A SURVEY I II <br /> BY CARDARELLE DATED 3-18-18. <br /> 'i • <br /> I ]I PER OWNER, <br /> /'/� i ` / ' . • /' • UNDERGROUND <br /> I/ IY/ / w �_ J TELEPHONE CAN <br /> • <br /> L.. TER ' BE ABANDONED <br /> / ' -I 4 D FOR RIPRAP AT j <br /> .5 I I I ��CULVERT END I I C <br /> '78 LF 8"SINGLE WALL <br /> CORRVGATED HDPE STORM ^^`` <br /> -.- (� - DRAINTILE FOR SANG FlLTER _ /' v•� Z E <br /> N. 7 I 11 <br /> LAYER(SEE DRAWING NO.02) T - /" _ ,� ^y, j IA O <br /> \ \ r! t \- ti' I r -4��� 90•BEND -� / -� fa y Q Z y g• <br /> {� C f C <br /> _ 1 ! I -a •I r .��� , m FOR INSULATION'•1--..- <br /> A`R yIv..MC\ \\ /r SECURE BIOLOG AROUND /• FE5 INV.937.9 f '' / 7� ' 0,- d <br /> DOMED INLET GRATE 1 �' /• �- --p�� / AINAGE&UTILITY ,,.L a f+1 <br /> \ ` / UNT[L SITE IS STABILIZED I , • ��' 7��� 'y/ / 4 EASEMENTS CZ 1� C r <br /> /\ CB-02 - i _,s.. ' �V<-O1y . ..4yyls• ` .� C_ <br /> \ /"., \ TOP=943.00(INLET ELEV.) /y I� 1 a w �-/a-r- -•L� a f <br /> BOT-939.10 <br /> INV.5=940.50(IN) Y,-{ . <br /> \\ INV.E=94!.10(OUT) / _ /d' / �wyL.•PR- -`�. 1 �'1.2 LI <br /> TNH=(949.73) <br /> t INCLUDES DOMED INLET GRATE �" ^j. - I - .------ <br /> ,..T...... <br /> � Cl r-r L1.•� <br /> \' \ . • � I OVERFLOW LINDERORPIN FO� .111111111°14 <br /> FI1& <br /> ATER IFYIOR TO6.1211. 1 <br /> ORMTKH <br /> SS ANYDVANCE. Ri Z W <br /> (. \ �_-s 1 ____.-� , ._ ��a1 �'. � if r �f �i D rc <br /> "TNH (946.91) �_�`-.� j L 57 LF 12"N1 STORM V - i ` UTILITY EASEMENT a <br /> a MH-04945.9 O n O Q o U m <br /> BOT=936.9 PER DOC.NO.1024262 <br /> \\ -.+ 3 II.' � INV.W=939.55(IN) DERDRAIN <br /> .� _ Alighi................ 1 <br /> 10 MINIMUMCLEARANCE[NV.NW-939.0(IN)UN BEEEN STORBED/ INV.N=938.9(OUT) <br /> -^`� �. o M IONA • • 4 ORIFI=939.2 &WATER LINE <br /> �,' • ' INSULATE IF A ' ' .5 <br /> m CLEARANCE IS rc 1 MH-05 I <br /> • '� LESS THAN 12" O 'I m FOR STORMTECH TOP=947.8 <br /> _ MH-03 [:7 CROSS SECTION BOT=93].5 <br /> •� 4/-11:1- _ TOP=946.W INV.W=939.5(IN) Z <br /> - _ 2 BOT=937.50 LIMITS OF BED I 0 W <br /> INV.W=939.60(IN) 94'%22' Q I1J <br /> tq ' �/ INV.E=939.50(OUT) // "STORMTECH RED 1 FOOT OFFSET FROM 0~ <br /> FNE 6"DRAIN TILE ONES - INV 5=940.88((O T) (/J <br /> $' \ �' UTILITY EASEMENT NO.1024262 } <br /> IN SINGLE TRENCH,END ^. C7 <br /> I '% POINT IS APPROXIMATE 15 STORM ~ / I - <br /> ' • ' ' - g"h12 J /� 10'MINIMUM CLEARANCE --`"`� I 0.1 <br /> 5 ' BETWEEN STORMY[-CFI BED !, 0 CL <br /> U • <br /> %` ���/ T -1 / &SANITARY SERVICE „.„--'''•/ t Z W <br /> I ter ` v I V I ' ( / l� I 7 Q <br /> J PROPOSED �' <br /> I - <br /> �, ` I `!' DRIVEW!.. _ I Y <br /> E J�� MANffOLD FIVE 6'DRAIN TILE / I/ ` ` � ir, �`� //'- 1 1 ,-,3z. i <br /> 5 ` WTO ONE 8'AND TRANSITION \ I / p ! a 0 F- 'L <br /> TO 8"N 72 PIPE TO MH-0i 'm <br /> FOR TRENCH /'Iw4/ % 7' I E 0 Cn U <br /> 3 I,' •i. .00 /� �y BACK (TT) �/ <br /> r <br /> PROPOSED DRAINAGE E XIS T f �n MH-01 <br /> AREA=16,336 FTX _ _ tea` M L X (COLLECTS ALL ROOF DRAIN TILE) <br /> •,•.,\. ` •r ♦ TOP=950.0 // ' \ <br /> BOT=940.0 / ' Y / <br /> a \ O' I 12"ADD-A-BRANCH INV.W:941.1 MIN(IN)/ / I.V. <br /> / J O T O <br /> \\ v 8"INV.N=941.0(OUT) <br /> R �S • // .f-A� z <br /> l� <br /> 0 <br /> d I / j 0 <br /> /` /� / PROPOSEDft <br /> , / c ' ' <br /> Z o <br /> DRIVEWAY ,, 1 O a N <br /> w <br /> /DRAINAGE&UTILITY EASEMENTS -••••4111111111r-••••4111111111r <br /> II <br /> i /i EXISTING 7 <br /> 0 <br />