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DIRECTIONAL BORE UNEER
DRIVEWAY AND ENDING '
SIRFET AS NEEDED
'EN:6aY'. I CONNECT Pfi0PO5al
FDNCEUAN To EXISTING
SANITARY SEDER PER
CLAY i0NIMUIR I STANDARDS
O R.EwAY �' WASTE P RGONAL,�
M � FVNc.
v bx Wnr: e»ssk
.,. W
R MAAPCv
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GRAPHIC SCALE
I Inch, FEET )ft
LEGEND
— _� - Exlstirlg Trees
Existing Gas Main
Existing Telephone
Existing Water Main
Existing Rowlirle
Existing Overhead Utilities
Existing Fire Hydrant
Existing Water Vlha
Existing Sanitary Sewer
— — — — — — Utility & Drainage Eamt,
W New Water Service line
New FaCernain
— 0,_— Proposed Contours
Existing Cantor
Existing Elevation
(R New Pavement Grade
® All Other Finish Grades
-.--. Emergency Flood Route
Dt<,a Drainage & Utility Easement
ZONED: S-1
DF2AINAC'E NOTES
1, THE VUEHIEABEN HOVE SITE WU NE BUILT ON AN APPRO49ATRY 36,62 ACRE
PANCEI, THE NORTHERN 21 AGES ARE FARM 10 WHIE THE SWTHEHN 10 ACRES
AHEAVILY WGOOM A DRAMACE ANALYSIS WAS DONE FOR THE SOUTHERN TO
STORM WATER RETENTION WILL DE PRONDED BY A PRIVATE WET BOTTOM DETENTION
POND TO BE CWSIRUCTED IN IRE NORTHEAST CORNER OF THE SITE THE POND ALL
CUTLET 71 AN EXISTING BEHAVE ITdEF LaCAiE1 AT MINE
NWiHWEST CWNaI L0T IZ
N ONE LALVRE. LARES SUM ISON, SECDW 'MACH IS THE EASRNG WTIEi Pa4i
FOR THE NORTHEAST CORNER OF THE SITE, AND THEN THROUGH A SERIES OF STORM
PIPES TO THE EMSDNO DEIENTION POND FOR LAUREL LANES, SECTION I,
THE NWTIEA57 1.53 ACRES WLI. SHEET ROW 70 THE PROPOS) DIN ACRE PCNO.
A PAIR OF 12' a1iVFRTS W'AL CARRY RMNUFF FROM A lab AWA W THE WEST J.69
ACRES 10 THE PROPOSED POND, WRING THE 10 AND 100 YEAR STORM EVENTS THE
EXCESS RUNOFF NOT ROWNO MRWGH THE IY CULVERTS CULL OV}R70P A
MAIURALLV OCCURRNC IVEw NNnTE IT wLL SHEET FLOW 70 Di Z AS is
OGEE N ITS EXISTING CONDITION THERE IS AN OFfSTE AREA OF APPROXIVATELY el)
ACRES THAT FLO" T7IAOJCN THE NERTERN PWVON OF THE SITE THE CULVERTS
WERE ADDED TO HELP M,WTAIN THE wATER IEVEI IN DIE POND. THE REVANANO S.96
ACRES GF THE SITE AS WELL AS D,15 OPFSI7E AWES ALL MUM TO GRAN TO THE
SOUTH AND FAST AS 15 DOES IN ITS EXISTING CONDITION.
GENERAL NOTES
I. ALL GRADES A7 BOUNDARY SNAIL MEET ENDING WADES,
2. 11 SHALL BE THE RESPONSIPALItt OF EACH SUBCONTRACTOR TO VERIFY ALL
EXISTING UTILITIES AND CONNDWS PERTANING TO THEIR PHASE CF WWx,
IT SHALL ALSO BE THE SUBCWTPACTOMS RESPWSIOLITY TO CONTACT THE
OWNERS OF TIE VAI�W5 M RS FOR PROPER STARE LOCATION OF EACH
1174ITY BEFORE WORK a S7ARTEO, THE SUBCONTRACTOR MALL NOTIFY IN
WHITNG THE OWNER AND THE ENGINEER OF ANY CHANGES, GWSSM ORERRORS FOUND ONW IN MORN IHESE PLANS E MELD OUX01: WIS
STARTED W RESUMED.
3, STANDARD SPECIFICATIONS FOR
THE CLAY TOWNSHIP REGIONAL WASTE
DISTRICT SHALL APPLY FOR ALL SANTARY SEWERS
4. STANDARD SPEWTCARITHS FOR THE CITY W CARME. SHALL APPLY FOR ALL
STORM SEWERS.
5,
ANY PART OF THE WATER, SANITARY OR 570RM SEAER TRENCHES RUNNING
UNDER PAVED AREA5 ARE re BE BACKFILLED WITH GRANULAR MATERIAL
6, THE EYE AND LOCATION OF EXIS'YINO MIAITES SY " ARE PER INFORMATION
Pk." BY THE RESPECRVE UIIUTY COMPANIES, ALL UTILITY COMPARES
SHOULD BE NODIVD PRMJR TO ANY EXCAVATION FOR nUM LOCATION
SERVICES.
7, TEMPORARY TRAMC CONTROL DURING CONSTRUCTION TO CONFORM 10
APR UCABLE LOCAL AND STATE STMOARM
s ALL CONSTRUCTION ACTIVITY W 70S SITE M BE PERFORMED IN
COMPLIANCE WIT APPLICABLE O.SNA STANDARDS FOR WORKER SAFETY.
g. REMOVE AND BACKFU ALL AREAS WERE ANY FIELD THE CROSSES
PRWOSW BLALOPO PADS, ALL HELD IRIS INTERCEPTED to
PERPETUATED INTO STORM SEWER SYSTEM OF PWOS THE SUBCONTRACTOR
MALL NOTIFY IN M4 G ME OWNER AND IRE BONO IN ANY
CIRCUMSTANCES MERE THIS CANNOT BE ACCOWUSED.
10. All FILL AREAS SHALL ES COMPACTED TO AT LEA61 95 PERCENT OF THE
MAXIMUM DRY DENSTY (ASTM D-1057), FILL LNOM ME FOOTHM SHALL
ALSO BE CGVPACTEO IO AT LEAST 95 PERCENT W THE MAXIMUM DRY
OER511Y (ASIM-HH7).
IL INE CONTRACTOR SHALL CONFIRM ALL EARTHWORK WANDFIES PRIOR TO
START OF CONSTRUCTOR. IF ANY EXCESS W SHORTAGE OF EARTH 15
ENCOUNTERED, THE CWTRACIDR SHALL CONRRV WITH THE OWNER FIND
ENGINEER THE REWMAENTS FOR STO M40. REMOVAL OR IPPORTRIB OF
EARTH.
12. ALL MICH MANS 10 HAVE At LEAST 54' MAXIMUM COVER OVER TOP OF
PIPE
13. 51aAUZAVOI OF WATER MAN STALL BE IN ACCORDANCE AWPI STATE
BOARD OF HEALTH REOUMEMEITS,
14. All $SO TO BE V DOIelE-WAAI, W0074 BORE PERFORATED PPE
IS. ALL WATER WAN SHALL BE INSTALLED W14 A MINIMUM d MAXIM
OEMMI THE MAN AND SEWED STRUCTURES A40 A MINIMUM W 10'
BETWEEN WATER, SANITARY. AND STORM PIPE.
16. THERE IS TO BE NO VANES ORMANRa.ES WITHIN PAVEVENE CURBS,
aDEWALKr, OR TRAM
No.11400535
E STATE W
C1 03