|
LEGEND Ii _ -_ ❑
<br /> UTILITY NOTES: } I i 0 20 40
<br /> -w-1.-PROPOSED STORMSEWER C SILT FENCE&BIO LOG---
<br /> 5'APART Feet $
<br /> ---PROPERTY LINE 1. REFER TO COVER SHEET FOR GENERAL NOTES AND UTILITY NOTES. i
<br /> -RAY-RIGHT OF WAY 2. STORMTECH INSTALLATION IS SHOWN HERE IN PLAN VIEW FOR LOCATION AND CONNECTION TO D N.
<br /> \• o
<br /> ------GAS LINE STORMWATER MANHOLES AND CATCHBASINS.OWNER WILL STAKE EASEMENTS. (- 1 I i I
<br /> -.-.-UNDERGROUND ELECTRIC 3. SEE STORMTECH SUPPLEMENTAL INFORMATION FOR CB AND MH SHOP DRAWINGS,MANIFOLD AND I •y
<br /> -a �
<br /> -a-OVERHEAD ELECTRIC CHAMBER CONFIGURATION. -I
<br /> 4. ALL STORM DRAIN INLETS MUST BE PROTECTED BY BMPS DURING CONSTRUCTION UNTIL I I I I ` • �,-,--._�- ~ I s
<br /> - -UNDERGROUND TELECOM STABILIZATION IS COMPLETE. Ai ( ' � I I ''
<br /> EXISTING STORMSEWER 5. PIPE OUTLETS MUST HAVE RIPRAP IN PLACE WITHIN 24 HOURS OF OR PRIOR TO CONNECTION TO THE 5
<br /> EXISTING 6"DRAINTILE(APPROX) STORMTECH SYSTEM.
<br /> -I -i -WATERMAIN /
<br /> .-.-SANITARYY SEWER GRADING NOTES: T� I b � •
<br /> -
<br /> EASEMENT J -.-- --1 , ( I
<br /> EXISTING MAJOR CONTOUR ( ; I 4 I I Er
<br /> 1. PROPOSED SPOT ELEVATIONS AND CONTOURS ARE TOP OF GRADE,PAVEMENT OR GUTTERLINE,
<br /> EXISTING MINOR CONTOUR j
<br /> UNLESS OTHERWISE SPECIFIED. i � v � � j
<br /> PROPOSED CONTOUR(2-FT) 2. SEE DRAWING NO.2 FOR EROSION AND SEDIMENT CONTROL PLANS. --d 1I \ 1 I 2
<br /> PROPOSED CONTOUR(1-FT) 3. CONTRACTOR WILL COMPLETE GRADING OF DISTURBED AREAS WITH A MINIMUM OF SIX(6)INCHES OF $ \\ ■ •
<br /> -..-•-SILT FENCE TOPSOIL,REPLACED FROM ON SITE STOCKPILES OF TOPSOIL OR WITH TOPSOIL BORROW.TOPSOIL E (- ( \ \ I TAP BASIN
<br /> -.-n-BIO LOG BORROW WILL CONTAIN 3%TO 10%ORGANICS.DISTURBED AREAS WILL BE REVEGETATED WITH SOD, f I I INV 6=941.0
<br /> >•�' t:Co'�;;,:TURF REINFORCEMENT MAT(=760 FT2) BY OTHERS. $ I ; j I INV.W=936.3
<br /> e� FLOW PATH I I,. dl \/
<br /> - DRAINAGE ARROW i' / ` I 1
<br /> INV.936.0
<br /> 0.1
<br /> HYDRANT GATE VALVE Cl., INV,929.8 //
<br /> 11J r
<br /> WATER BOX I- NV.942.6
<br /> _t•10 NO INV.ON FES 1 12'CMP
<br /> INV.929.7 I 6 I , I
<br /> NOTE:UTILITY 5110WN BUSED DN APPROXIMATE LOCATION I 1
<br /> FROM IANOOWNER,CONTRACTOR'S RESPONSIBILITY TO A I I / ( I
<br /> LOCATE UTILITIES PRIOR TO CONSTRUCTION. J
<br /> III l
<br /> ; / / � I
<br /> NOTE: A PORTION OF THE ADJOINING $ 1 \
<br /> HOUSE LOCATION TAKEN FROM A SURVEY II i \\ 1.
<br /> G
<br /> BY CARDARELLE DATED 3-18-18.
<br /> ,: • PER OWNER,
<br /> ///jjj • ) UNDERGROUND
<br /> t -- • IMMINIMIIIINED
<br /> TELEPHONE CAN
<br /> �� d : ,:� �,�ML 8.....ABANDONED
<br /> I I I . ' 4/ m FOR RIPRAP AT ,.
<br /> // ��CULVERT END ._,..
<br /> I
<br /> / ? / 78 LF 8'SINGLE WALL
<br /> I I
<br /> CORRUGATED HDPE STORM ^^,, 11
<br /> ...„..
<br /> 1 - DRAINTILE FOR SAND FILTER V R` Z rn
<br /> ♦ /R' ( LAYER(SEE DRAWING NO.02) T - - ^, j O V
<br /> ♦\ $ / 41:' 90>BEND . / ctiV v L Z
<br /> ` "I I I-:,4, •--- . ...�� r �a.i FOR INSULATION I ^�>� Lif Ui C
<br /> \ ♦ SECURE BIOLOG AROUND /* FES INV.937.9 -I / ' / ` a f+l tD 3
<br /> i ��� DRAINAGE&UTILITY
<br /> DOMED INLET GRATE / FES_____.
<br /> UNTIL SITE 15 STABILIZED I �� M_a�� . r/'F EASEMENTS I� 1� y
<br /> CB-02 S -�R , - C_
<br /> \ TOP=943.00(INLET ELEV.) 1 : f r4T_ 1 '� , _ �I • E
<br /> • .\ ` BOT=9((IN) (/� / M-�' ' a w a 1111
<br /> INV.5=940.50(IN) SIT )111#11/*
<br /> ♦ INV.E=940.10 OUT) � I /'f 1 �"-l: TNH=(949.73)
<br /> ♦ INCLUDES DOMED INLET GRATE j� - - .!<�
<br /> \ •
<br /> . l✓�' - ' - --' FOR ROCK 1 - \`` _� CONTRACTOR TO VERIFY IIIIIIIMIIIIIIIM
<br /> LOCATION OF\ ---"---" ATER
<br /> '�^' \♦ ` ..�,R'r�'- ♦ ♦ - �� OVERFLOW 6,.UNC N ��� 1,_ • FORCEMAIN PRIOR TO
<br /> r�
<br /> �/ �' // -� •�'�jf/�-s t{ AI----------'-'-----'-'
<br /> ''- INSTALLING STORMTECH O W o
<br /> .--%!'.""'iiii� s , • ! "12'HDPE/ lio ® SYSTEM ADDRESS ANY W
<br /> ifi2
<br /> v -'' ----- ' CONFLICTS IN ADVANCE.
<br /> TNH:946.91 -' ' �jr2^N125T0 .- ` UTILITY EASEMENT W g 5 w w x a
<br /> l ) ' Itch,57 LF . _. 70P.945.9 o n o¢ ❑ a
<br /> . - - p -1-.`.-..�J : ll
<br /> j wi' i. BOT=936.9 PER DOC.NO.1024262 1
<br /> ` - �,;.+�'..'�••�' `y:�1 i�� @ � .� '� .• INV.W.939.55(1N)
<br /> [NV.NW-939.0 IN UNDERDRAIN
<br /> ry� -... �,r `/ INV.N=938.9(OUT) 1BETWEEN STORMTECH0'MINIMUM BED
<br /> . „^"'.:-..-- ' -.. �' , &WATER LINE STORMTECH o 4"OR1FiCE-939.2
<br /> -' � Y7 M WEIR-941,5
<br /> ''�_ INSULATE IF £ �� / ' ./// I
<br /> ..,, ^,,,f• - /
<br /> m CLEARANCE IS n ' MH-05 I
<br /> • R LESS THAN 12" O ' m FOR STORMTECH TOP=947.8 0
<br /> y __ MH-03 WI CROSS SECTION BOT=937,5
<br /> .� 'r TOP=946.00 LIMITS OF BED INV.W=939.5(IN) Z
<br /> z ./' /BOT=937.50 94'X22 I 0 W
<br /> ' � ' INV.W=939.60(IN) / 0 Ill
<br /> FIVE 6'DRAIN TILE LINES , ///yL INV.E-939,0(OUT) //_ C
<br /> e IN SINGLE TRENCH,END ..'h ' I /�INV 5-940.88(OUT) STORMTECH BED 1 FOOT OFFSET FROM (,(n
<br /> �I A
<br /> ♦ POINT IS APPROXIMATE ----;-r--u4 / //- UTILITY EASEMENT NO.1024262 CC}
<br /> i ♦♦ / 15 LF 8'612 STOR ' / \ .- J/ I. (/�
<br /> / 10'MINIMUM CLEARANCE _ .- tt I Il-I
<br /> 3 ' BETWEEN STORMTECH BED _ - 0 lY
<br /> 1-0'
<br /> ♦♦ v1 f\�,/I T -1 /,.' &SANITARY SERVICE /
<br /> ` u V I I �/ '""dam-f =Q
<br /> •
<br /> I '' it
<br /> / }
<br /> - \ DRIVEWA 1 Y
<br /> ce
<br /> Y ` I I I /YYY / J U
<br /> 6 �' 16 MANIFOLD FIVE 6"DRAIN TILE / ♦ I' , ,J' i'�J +" I w Z Q -
<br /> PR INTO ONE 8"AND TRANSITION ♦ .�� }1- /// �./� a w
<br /> \ ` • TO 8"N12 PIPE TO MH-01 m FOR TP.ENCH ♦ �(/ - a
<br /> .' ` ' ' �. �y BACKFILL(TYP) (/ri
<br /> a.
<br /> ea
<br /> ll
<br /> PROPOSED DRAINAGE 40. E XI S iev 0 MH-01 // � ///
<br /> AREA 216,336 FTS - (COLLECTS ALL ROOF DRAIN TILE)
<br /> _� `4 _/ TOP=950.0 // #i ,,YN
<br /> H0UW=941.1MIN(oA ,/
<br /> 12"ADD-A-BRANCH INV. MIN UT)// ' , I O
<br /> 8"INV.N=941.0(OUT) L
<br /> O a O
<br /> //// / I' ❑o
<br /> PROPOSED
<br /> DRIVEWAY / �/ /� 0 o
<br /> / Z
<br /> W LU
<br /> LU
<br /> �'/� 11 I / ,9/ '' o W
<br /> To LIT O
<br /> Z O co c DRAINAGE&UTILITY EASEMENTS �-
<br /> °$ / II / o a CO
<br /> 8s / EXISTING C ! a
<br />
|