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LEGEND ( 0 20 40
<br /> UTILITY NOTES:
<br /> -�-�-PROPOSED STORMSEWER - sarFENCE&BroLoG Feet
<br /> ----PROPERTY LINE 1. REFER TO COVER SHEET FOR GENERAL NOTES AND UTILITY NOTES. � �.
<br /> -.n-RIGHT OF WAY 2. STORMTECH INSTALLATION IS SHOWN HEREIN PLAN VIEW FOR LOCATION AND CONNECTION TO \� ' ' - " -
<br /> - GAS LINE STORMWATER MANHOLES AND CATCHBASINS.OWNER WILL STAKE EASEMENTS. ___ • �t
<br /> 3. SEE STORMTECH SUPPLEMENTAL INFORMATION FOR CB AND MH SHOP DRAWINGS,MANIFOLD AND '
<br /> -�-�-UNDERGROUND ELECTRIC "--� I '-� o
<br /> CHAMBER CONFIGURATION. -• -
<br /> -•I-•I-OVERHEAD ELECTRIC I ���`� 1 w
<br /> 4. ALL STORM DRAIN INLETS MUST BE PROTECTED BY BMPS DURING CONSTRUCTION UNTIL .I. I
<br /> -� .-UNDERGROUND TELECOM -�
<br /> STABILIZATION IS COMPLETE. U . �.� _•
<br /> ''
<br /> >-N-EXISTING STORMSEWER 5. PIPE OUTLETS MUST HAVE RIPRAP IN PLACE WITHIN 24 HOURS OF OR PRIOR TO CONNECTION TO THE S
<br /> -EXISTING 6"DRAINTILE(APPROX) STORMTECH SYSTEM. - V v 1.P '' \� 1
<br /> -I -I -WATERMAIN I. `'.�..�� ;�
<br /> ->->-SANITARY SEWER GRADING NOTES: lJ \ I
<br /> ----EASEMENT / �ti.- •_,____\ \ :I .
<br /> EXISTING MAJOR CONTOUR I i '. + I `V, a
<br /> 1. PROPOSED SPOT ELEVATIONS AND CONTOURS ARE TOP OF GRADE,PAVEMENT OR GUTTERLINE, 1
<br /> -EXISTING MINOR CONTOUR UNLESS OTHERWISE SPECIFIED. (/ `
<br /> PROPOSED CONTOUR(2-FT) . . . iI \I I 1
<br /> 2. SEE DRAWING NO.2 FOR EROSION AND SEDIMENT CONTROL PLANS. y
<br /> PROPOSED CONTOUR(1-FT) 3. CONTRACTOR WILL COMPLETE GRADING OF DISTURBED AREAS WITH A MINIMUM OF SIX(6)INCHES OF I CATCH BASIN
<br /> 11
<br /> .---SILT FENCE TOPSOIL,REPLACED FROM ON SITE STOCKPILES OF TOPSOIL OR WITH TOPSOIL BORROW.TOPSOIL I \ I TOP 942.5
<br /> -BIG LOG BORROW WILL CONTAIN 3%TO 10%ORGANICS.DISTURBED AREAS WILL BE REVEGETATED WITH SOD, > ! ) I INV.E 9916.
<br /> T I INV.W=936.3
<br /> �••••••••5•••;,;TURF REINFORCEMENT MAT(=760 FT') BY OTHERS. ' I V.
<br /> • •-FLOW PATH Z 4. ) • c ,� . . . .
<br /> / INV.936.0
<br /> DRAINAGE ARROW 'M
<br /> D4 HYDRANT GATE VALVE y IV
<br /> .929.8 //
<br /> '� WATER BOX �iz•Cnp" INV.942.5
<br /> NO INV.ON FES ;1 1 1 • P
<br /> INV.929.7 : /
<br /> NOTE:UTILITY SHOWN BASED ON APPROXIMATE LOCATION L /
<br /> FROM LANDOWNER,CONTRACTOR'S RESPONSIBILITY TO I I I / t
<br /> LOCATE UTILTfIES PRIOR TO CONSi0.UCilON. _ IJI
<br /> / ) . , . . . .
<br /> .I
<br /> NOTE: A PORTION OF THE ADJOINING 1
<br /> 1
<br /> HOUSE LOCATION TAKEN FROM A SURVEY . . . I
<br /> BY CARDARELLE DATED 3-18-18. • V +'=` 1 .
<br /> t % I 1-_---,..:' ..,.w �..-.:.�._r ..r.. / . . . UNDERGROUND
<br /> I ` 1/1/4 ... ., . �--. TELEPHONE CAN
<br /> f
<br /> ii .._ I� _a.�__ /. f �,yl ABANDONED
<br /> / - 4/ m FOR RIPRAP AT '1', tia
<br /> _ 7,CULVERT END fI
<br /> • ,. r CO RU SINGLE WALL
<br /> /fjC'
<br /> ��_` . I DRNTILE FOR SAND FILTER 1 _ _ S GATED HDPE STORM�� f•• ;lo) '• ^^.14,/ V V. . . GFORINSULATION C•
<br /> '
<br /> fix
<br /> ( ,_ �\ \ ! SECURE BIOLOG AROUND �. t FES INV.937 9_.• f_ DRAINAGE&UTILITY n
<br /> - DOMED INLET GRATE_ 1 'i '^- -�/' EASEMENTS ` a ID d
<br /> '� \ j J UNTlI SRE IS STABILIZED I s _ / 4 , C v 3
<br /> i �L W
<br /> ;:s e. \ ! TOP=943 0 .. - - ..1,..j!---.-
<br /> _+= F
<br /> 1 + 11:
<br /> . . . _ . . . i -ate'
<br /> 0(INLET ELEV.) y _.- .uII �. ._ a
<br /> BOT 939.10 �Tje� .1.,,, ---1-• ,
<br /> j 6_.._.--^^ \ ....��.. INV.S=940.50(IN) '' �' •dY , iV< • _
<br /> ya
<br /> r
<br /> 1 �� c_
<br /> INV.E 940.10(OUT) , ,nA,� !�/- "_ / �, �' TN ( 9. )
<br /> f '., \ INCLUDES DOMED INLET GR/1TE _Y ,_.:11'.
<br /> _, 's raii7iV!' / ` .' _,,-,-"--" .....6'.4,1‘""-- I _ K CONTRACTOR TO VERIFY IMMiiil
<br /> 1 \ " ,..1,00.1!--::,;." oY OVERFLOW TN FORRO ,��r6666
<br /> ' �_' a:�N"June! ,,,,,,,AIN C / + LjDNOFWETERCATIO
<br /> l
<br /> 1
<br /> }\ \ _ y:Y �=S i�O 6.. ,- 666 FORCEMAIN PRIOR TO
<br /> . 66666666 . 6666 . . . \ _.. 6666 .t ' w
<br /> - 6666. 6616 \ .� NFL p
<br /> .1 >- 6 6 6 6 y 1"H•PE ./ �' CO ICTS IN ADVANCE _ Y
<br /> ,� �j INSTALLING STORMTECgkvy
<br /> 77_
<br /> Lu
<br /> 5.9
<br /> H\ ,�b',y --- iii,/, 0 " �. SYSTEM.ADDRESS ANY w w
<br /> R TO
<br /> �.
<br /> . . .. . .• TNH 1946.91)' - -�_. 57 LF 12"N12 STORM Ipli
<br /> • UTILITY EASEMENT o n m6666 6666 ,� ,'I �� PER DOC.NO.1024262nimmaimmmo
<br /> QQ
<br /> •
<br /> _ .... ` _ DERDRAIN
<br /> -�'` ', "'BNV.939.39.55(IN)
<br /> u
<br /> t� INV NW 9390(IN) 10 MINIMUM CLEARANCE
<br /> . .. 1 , - I ...M111 ":411111110
<br /> • . INV.N 938.9(OUT)UN BED
<br /> .�.% g C BETWEEN STORMTECH
<br /> .v
<br /> 6666 . 6666 . &W
<br /> O U Q
<br /> i . . � __._. -��... ' -• ORIFICE=939.2
<br /> WATER LINE
<br /> r n,.... -._____m CLEARANCE IS Y MH-05 ORIFICE 93
<br /> ' ' � / WEIR=941.5
<br /> 11 /
<br /> +
<br /> -� INSULATE IF Fw�~f / II I
<br /> I
<br /> Kgr LESS THAN 12" a '1 // S m FOR STORMTECH TOP 94].8 Q
<br /> till
<br /> ' ___,-_ Q S SECTION )t11 MH 03 X' CROS BOT 93].5. ry TOP 946.00 INV.W 939.5(INz
<br /> � """ -" _y BOT 937,50 LIMITS OF BED zI __ __ ° mZ I '' 1 / /INV.W=939.60 IN) 94'X22' • i- Q W"/ ' FIVE6"DRAIN TILE LINES \ LL Iw • / INV.E-939.50(OUT) - • • . 'STORMTECH BED 1 FOOT OFFSET FROMCn7INSINGLETRENCH,END \ \. a INV 5 940.8 ( ) ' ' UTILITY EASEMENT N0.1024262 CC}\ POINT IS APPROXIMATE / w BOUTof 7 N12 STORM // 0 LSJ° / \LF B G BETWEEN STORMTECH ED aY ` .�. _^� $ ♦II� &SANITARY SERVICEN B .. ~I ' E
<br /> %
<br /> x \ • -
<br /> N • PROPOSE',
<br /> I DRIVEWA.
<br /> € ,� ---.:,LI_____, MANIFOLD FIVE 6 DRAIN TILE \ . :
<br /> z
<br /> INTO ONE 8"AND TRANSITION \ .
<br /> P FOR TRENCH '
<br /> o ' ` TO8"N12 PIPE TO MH-01 SEE m / a��
<br /> ' ` /� BACKFILL(TP)
<br /> _ EXISTitc1G
<br /> MH-01
<br /> PROPOSED DRAINAGE (COLLECTS ALL RO F DRAIN TILE) / / I '
<br /> o AREA=16,336 FTS �• ` _� / ' BOT-940 D / O T
<br /> A \ HOU 12"ADD-A-BRANCH INV.W=941.1 MIN(IN)/ // -- ' L I 2
<br /> 8"INV.N=941.0(OUT) / ,'AlliOrf.
<br /> /// / 6666 . �� -- -- -- -- - O ¢ CO
<br /> CO
<br /> / // PROPOSED l . . O L'
<br /> / // DRIV.EWAY /7
<br /> O R o
<br /> 0 z
<br /> Lu a
<br /> ' ///. .'. .'i / ��/ r d W d
<br /> /, DRAINAGE&UTILITY EASEMENTS / SII co z
<br /> `" / ., EXISTING 11 - . ! /( 0 o co ..
<br /> A a /�,
<br />
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