D E D GENERAL SANITARY NOTES T E A H B K L C C M U E C A D H
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION ACTIVITIES IN L C A
ACCORDANCE WITH LOCAL, STATE, & FEDERAL REGULATIONS. C
2. ITEM NUMBERS REFER TO THE OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL SPECIFICATIONS, AND ALL NEW CONSTRUCTION WORK SHALL BE DONE ACCORDING TO SAID GILMORE ROAD SPECIFICATIONS AND IN ACCORDANCE WITH APPLICABLE STANDARDS OUTLINED IN THE"BUTLER COUNTY SUBDIVISION REGULATIONS." WHEN IN CONFLICT, THEBUTLER COUNTY REQUIREMENTS SHALL PREVAIL. SANITARY SEWER EXTENSION
3. COMPACTED FILLS ARE TO BE MADE TO A MINIMUM OF THREE FEET ABOVE THE CROWN OF ANY PROPOSED SEWER PRIOR TO CUTTING OF TRENCHES FOR PLACEMENT OF SAID SEWERS. ALL FILLS BUTLER COUNTY WATER & SEWER SUBMITTAL SHALL BE CONTROLLED, COMPACTED, AND INSPECTED BY AN APPROVED TESTING LABORATORY OR AN ISSUANCE DATE: 06/22/2020 INSPECTOR FROM THE APPROPRIATE GOVERNMENTAL AGENCY. SITE DATA: T
OWNERS OF RECORD: 4. ADJUST ALL EXISTING CASTINGS AND CLEANOUTS WITHIN PROJECT AREA TO GRADE AS REQUIRED. E
FAIRFIELD CITY SCHOOL DISTRICT BOARD OF EDUCATION E 5. CONTRACTOR SHALL IMPLEMENT ALL SOIL AND EROSION CONTROL, PRACTICES REQUIRED BY SECTION 25, TOWN 2, RANGE 3 FAIRFIELD TOWNSHIP, BUTLER COUNTY, OHIO H BUTLER COUNTY AND THE OHIO EPA. FAIRFIELD TOWNSHIP, BUTLER COUNTY, OHIO S
6. ALL GROUND SURFACE AREAS THAT HAVE BEEN EXPOSED OR LEFT BARE AS A RESULT OF ENGINEER/SURVEYOR:
CONSTRUCTION AND ARE TO FINAL GRADE AND ARE TO REMAIN SO, SHALL BE SEEDED AS SOON AS E THE KLEINGERS GROUP PRACTICAL IN ACCORDANCE WITH SPECIFICATIONS. IF NO SPECIFICATIONS ARE SUPPLIED USE STATE 6219 CENTRE PARK DRIVE L OF OHIO SPECIFICATIONS ITEM 659. WEST CHESTER, OH 45069
LOCATION MAP: T I 7. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO T THE BEGINNING OF CONSTRUCTION OR EARTH MOVING OPERATIONS. SITE INFORMATION
8. FORTY-EIGHT HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTOR SHALL NOTIFY THE OHIO BOUNDARY: BASED ON BOUNDARY SURVEY BY THE KLEINGERS GROUP N UTILITIES PROTECTION SERVICE (OUPS), AND ALL OTHER AGENCIES WHICH MAY HAVE UNDERGROUND TOPOGRAPHY: BASED ON TOPOGRAPHIC SURVEY BY THE KLEINGERS GROUP UTILITIES INVOLVING THIS PROJECT AND ARE NON-MEMBERS OF THE OHIO UTILITIES PROTECTION O ZONING: AGRICULTURAL DISTRICT (A-1) I SERVICE. s EXISTING USE: FARM LAND, UNDEVELOPED S n i PROPOSED USE: SANITARY MAIN EXTENSION TO 1 SERVICE N g 9. EXISTING UNDERGROUND UTILITIES AND SERVICES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BUILDING + FUTURE DEVELOPMENT g i ACCORDING TO THE BEST INFORMATION AVAILABLE. THE LOCATIONS SHOWN ARE INTENDED ONLY AS A E h PROJECT SITE d GUIDE AND CANNOT BE GUARANTEED ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR: BENCHMARK: FOUND IRON PIN, SEE PAGE 3 FOR LOCATION T N: 510339.66, E: 1398884.16
A. CONTACTING THE INDIVIDUAL UTILITY OWNERS TEN DAYS PRIOR TO CONSTRUCTION AND ELEVATION: 746.17
ADVISING THEM OF THE WORK TO TAKE PLACE. X M
P BENCHMARK DESCRIPTION: THE IRON PIN IS APPROXIMATELY 45' SOUTH OF THE CULVERT,
B. SOLICITING THEIR AID IN LOCATING AND PROTECTING ANY UTILITY WHICH MAY INTERFERE WITH E 3' WEST OF GILMORE ROAD EXISTING EDGE OF PAVEMENT AND 3 CONSTRUCTION.
2 APPROXIMATELY 7' FROM AN EXISTING POWER POLE. : C. EXCAVATING AND VERIFYING THE HORIZONTAL AND VERTICAL LOCATION OFEACH UTILITY. 2 R 5
: D. ALL DAMAGE TO ANY EXISTING UTILITY. 2 E
0 10. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UTILITIES PRIOR TO THE UTILITY CONTACTS: LEGEND: 2 0 BEGINNING TELECOM EXIST. EDGE OF PAVEMENT W 2 CINCINNATI BELL /
OF CONSTRUCTION OR EARTH MOVING OPERATIONS. E
2 221 E. 4TH ST., BLDG. 43 PROPERTY LINE 2 CINCINNATI, OH 45201 / S (513) 565-7043 6 11. CONTRACTOR SHALL SECURE ALL PERMITS AND FURNISH ALL DRAWINGS REQUIRED FOR UTILITY CONTACT; MARK CONNER EXIST. WATER LINE
TAPS PRIOR TO STARTING CONSTRUCTION. t TIME WARNER CABLE Y e EXIST. GAS LINE 11252 CORNELL PARK DR. e 12. SITE UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING REQUIRED VERTICAL CINCINNATI, OH 45242 h R
S SEPARATION BETWEEN UTILITIES BY VARYING DEPTH OF UNDERGROUND ELECTRIC, TELEPHONE, (513) 386-5483 EXIST. ELECTRIC
CONTACT: JIM O'REILLY A e WATER AND GAS. l PROP. EDGE OF PAVEMENT t i
REGIONAL MAP: WATER AND SEWER T T
BUTLER COUNT WATER AND SEWER I 13. A MINIMUM OF1.5' OF VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN UTILITIES AT ALL PROP. UNDERDRAIN - 130 HIGH STREET
1 TIMES. HAMILTON, OH 45011 N
n (513) 887-3066 PROP. SIDEWALK A g 14. SANITARY SEWER MATERIALS AND INSTALLATION SHALL BE PER BUTLER COUNTY WATER AND CONTACT: STEVE THOMPSON d . 1 SEWER SPECIFICATIONS, USING: SECTION 3110 FOR PVC, SDR-35 & 26 PIPE; SECTION 3140 FOR ABS OR PROP. SANITARY SEWER S 0 GAS 0 PVC COMPOSITE PIPE; SECTION 3410 FOR MANHOLES. DUKE ENERGY U 139 E. FOURTH ST. PROP. UTILITY EASEMENT B
_ ROOM 460A 7 15. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY CINCINNATI, OH 45202
0 PROP. TEMP. CONSTRUCTION EASMENT (513) 287-1593 0 SEWERSYSTEM ARE PROHIBITED.
8 CONTACT: CHRIS COLYER
8 EXIST. R/W \
s 16. ALL BUILDINGS TO BE SERVED BY THE PUBLIC SEWER SYSTEM SHALL BE CONSTRUCTED SO AS TO ELECTRIC p PROVIDE A MINIMUM OF FOUR FEET OF VERTICAL SEPARATION BETWEEN THE PUBLIC SANITARY PROJECT SITE DUKE ENERGY PROP. CONSTRUCTION LIMITS a 139 E. FOURTH ST. m SEWER, AT THE POINT OF CONNECTION AND THE LOWEST BUILDING LEVEL SERVED BY GRAVITY SEWER ROOM 460A e PROP. SILT FENCE (EROSION CONTROL) s CONNECTION. IN ADDITION, SAID BUILDING LEVEL SHALL BE AT LEAST ONE (1) FOOT ABOVE THE CINCINNATI, OH 45202 a (513) 287-3852
B LOWEST POINT OF FREE-OVERFLOW (NON-SEATED MANHOLE COVER) UPSTREAM OF ANY TREATMENT CONTACT: CRAIG HUTCHISON PROP. MANHOLE \ FACILITY OR WASTEWATER PUMPING FACILITY THAT RECEIVES THE DISCHARGE FROM SAID BUILDING. s e i SAID MINIMUM SERVICE LEVELS SHALL BE RECORDED ON THE "RECORD DRAWING" PLANS FOR THE STORM t BUTLER COUNTY ENGINEER'S OFFICE i l DEVELOPMENT, WHICH WILL BE KEPT ON FILE IN THE OFFICE OF THE BUTLER COUNTY WATER & SEWER i 1921 FAIRGROVE AVENUE t DEPARTMENT. (513) 785-4121 D U CONTACT: ERIC POTTENGER PLAN PREPARED BY: \ A n CIVIL ENGINEERING
g 17. BUTLER COUNTY WATER & SEWER DEPARTMENT DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE i TRAFFIC SURVEYING O s RELOCATION, REPAIR, OR REPLACEMENT OF ANY OTHER UTILITY INSTALLED WITHIN FIVE (5) FEET OF BUTLER COUNTY ENGINEER'S OFFICE LANDSCAPE e 1921 FAIRGROVE AVENUE ARCHITECTURE
D THE CENTER LINE OF ANY SANITARY SEWER MAIN. R (513) 785-4109 6219 Centre Park Dr. \ THE West Chester, OH 45069 7 CONTACT: MATT LOEFFLER, PE 513.779.7851
0 KLEINGERS 18. PRIVATE DRIVEWAYS, PARKING LOTS AND OTHER PAVED AREAS, EARTHEN BERMS OR STRUCTURES www.kleingers.com
0 GROUP . E
8 SHOULD NOT BE CONSTRUCTED OVER PRIVATE SEWER SERVICE LINES WITHIN THE PUBLIC ROAD
8 R 5 RIGHT-OF-WAY OR WITHIN THE EASEMENT AREAS FOR THE PUBLIC UTILITIES. SHOULD THIS OCCUR, THE UNDERGROUND UTILITIES ENGINEERS SEAL: 0 PROPERTY OWNER SHALL BE HELD RESPONSIBLE FOR THE PROTECTION AND REPAIR AND FOR 5 1 SHEET INDEX O _ PROVIDING ACCESS TO ANY CURB STOPS, METER PITS, MANHOLES, CLEAN-OUTS, ETC. INSTALLED IN Contact Two Working Days 7 0 CONJUCTION WITH THESE PRIVATE SERVICE LINES AND FOR ANY DAMAGE OR RESTORATION OF THE SHEET TITLE Before You Dig M 0
8 PAVED SURFACES OR STRUCTURES THAT MAY RESULT FROM THE FUTURE OPERATION, MAINTENANCE, L
8 1 TITLE SHEET I
\ REPAIR, OR REPLACEMENT OF SAID SERVICE LINES AND APPURTENANCES. 7 2 DETAIL SHEET 0 G 0 19. SANITARY SEWER LATERALS, WHICH SHALL INCLUDE ALL PIPE AND APPURTENANCES FROM THE \ 3 SCHEMATIC PLAN 8 BUILDING TO THE PUBLIC SEWER MAIN, AND THE CONNECTION TO THE PUBLIC SEWER MAIN SHALL BE 8
5 4 PLAN & PROFILE STA. 1+00.00 TO STA. 4+00.00 CONSIDERED PRIVATE AND THE RESPONSIBILITY OF THE PROPERTY OWNER TO MAINTAIN. THE 0
5 Before You Dig 1 CONNECTION TO THE SEWER MAIN WOULD BE ANY PIPING THAT EXTENDS OUT FROM THE MAIN BARREL 5 PLAN & PROFILE STA. 4+00.00 TO STA. 8+75.70 \
5 TO THE SEWER MAIN. 1 1
0 OHIO811, 8-1-1, or 1-800-362-2764 SIGNED: 2 5 \ : DATE: H D E D T E A H B K
10' MAXIMUM L C C M U E C A D H L C A LEVEL CONTOUR C NO SLOPE FINISHED GRADE
BACKFILL PER SPECIFICATIONS
ELEVATION TRENCH WIDTH MIN: (OD + 12") NOTE: MAX: (OD + 16") OR 30" FLAT SLOPE IN MANHOLES SHALL NOT BE INSTALLED FRONT OF BARRIER WITHIN THE LIMITS OF THE CONCRETE PIPE BARREL FLOW ENCASEMENT OR THE STREAM BANKS 12" 16" MINIMUM MIN
WRAP GEOTEXTILE ROCK CHANNEL PROTECTION AROUND STAKES PER SPECS BEDDING MATERIALS
BEFORE DRIVING SHALL BE PER T 16" MINIMUM BCDES SPECS. 6" MIN. E PIPE PER PLANS & SPECS
WIDTH WIDTH GRADE E WIDTH 6" MIN 2 2 12" MAX H
SECTION NORMAL WATER
LEVEL S
TRENCH TO BE BUTLER COUNTY WATER AND SEWER L JOINING SECTIONS BACKFILLED AND I OF SILT FENCE COMPACTED 5 6270 TYPICAL TRENCH DETAIL FOR SANITARY INSTALLATION
002 NOT TO SCALE NOTES: A 10. MAINTENANCE—SILT FENCE SHALL ALLOW RUNOFF TO PASS
1. SILT FENCE SHALL BE CONSTRUCTED BEFORE UPSLOPE LAND ONLY AS DIFFUSE FLOW THROUGH THE GEOTEXTILE. IF RUNOFF 2'-6" T DISTURBANCE BEGINS. OVERTOPS THE SILT FENCE, FLOWS UNDER THE FABRIC OR MIN TO TOP OF CASING AROUND THE FENCE ENDS, OR IN ANY OTHER WAY ALLOWS A
GRAVITY E 2. ALL SILT FENCE SHALL BE PLACED AS CLOSE TO THE CONTOUR CONCENTRATED FLOW DISCHARGE, ONE OF THE FOLLOWING SEWER AS POSSIBLE SO THAT WATER WILL NOT CONCENTRATE AT LOW SHALL BE PERFORMED, AS APPROPRIATE: 1) THE LAYOUT OF THE
POINTS IN THE FENCE AND SO THAT SMALL SWALES OR SILT FENCE SHALL BE CHANGED, 2) ACCUMULATED SEDIMENT D CONCRETE ENCASEMENT DEPRESSIONS THAT MAY CARRY SMALL CONCENTRATED FLOWS SHALL BE REMOVED, OR 3) OTHER PRACTICES SHALL BE TWICE STREAM WIDTH CONCRETE
TO THE SILT FENCE ARE DISSIPATED ALONG ITS LENGTH. INSTALLED. ENCASEMENT 3. ENDS OF THE SILT FENCES SHALL BE BROUGHT UPSLOPE SEDIMENT DEPOSITS SHALL BE ROUTINELY REMOVED WHEN THE N SLIGHTLY SO THAT WATER PONDED BY THE SILT FENCE WILL BE DEPOSIT REACHES APPROXIMATELY ONE-HALF OF THE HEIGHT PIPE OD + 16" PREVENTED FROM FLOWING AROUND THE ENDS. OF THE SILT FENCE.
SECTION A - A O s 4. SILT FENCE SHALL BE PLACED ON THE FLATTEST AREA SILT FENCES SHALL BE INSPECTED AFTER EACH RAINFALL AND I
n 6" 6" AVAILABLE. AT LEAST DAILY DURING A PROLONGED RAINFALL. THE LOCATION i OF EXISTING SILT FENCE SHALL BE REVIEWED DAILY TO ENSURE 1'-0" 1'-0" g MANHOLE FRAME AND COVER S 5. WHERE POSSIBLE, VEGETATION SHALL BE PRESERVED FOR 5 ITS PROPER LOCATION AND EFFECTIVENESS. IF DAMAGED, THE 4" g " 8 i ROCK CHANNEL SIDE OF TRENCH PER SPECIFICATIONS FEET (OR AS MUCH AS POSSIBLE) UPSLOPE FROM THE SILT SILT FENCE SHALL BE REPAIRED IMMEDIATELY.
h PROTECTION FENCE. IF VEGETATION IS REMOVED, IT SHALL BE N 8" d REESTABLISHED WITHIN 7 DAYS FROM THE INSTALLATION OF THE CRITERIA FOR SILT FENCE MATERIALS ODOT TYPE "C"
COMPACTED EARTH BERM
SILT FENCE. E PIPE OD + 16" AROUND MANHOLE CONSEAL 1. FENCE POST – THE LENGTH SHALL BE A MINIMUM OF 32 INCHES. 4"
6. THE HEIGHT OF THE SILT FENCE SHALL BE A MINIMUM OF 16 WOOD POSTS WILL BE 2-BY-2-IN. NOMINAL DIMENSIONED T
M INCHES ABOVE THE ORIGINAL GROUND SURFACE. HARDWOOD OF SOUND QUALITY. THEY SHALL BE FREE OF KNOTS, #3 (TYP)
P SPLITS AND OTHER VISIBLE IMPERFECTIONS, THAT WILL WEAKEN X 7. THE SILT FENCE SHALL BE PLACED IN AN EXCAVATED OR SLICED THE POSTS. THE MAXIMUM SPACING BETWEEN POSTS SHALL BE FABRIC 4"
6 TRENCH CUT A MINIMUM OF 6 INCHES DEEP. THE TRENCH SHALL 10 FT. POSTS SHALL BE DRIVEN A MINIMUM 16 INCHES INTO THE #6 (TYP) 5
BE MADE WITH A TRENCHER, CABLE LAYING MACHINE, SLICING GROUND, WHERE POSSIBLE. IF NOT POSSIBLE, THE POSTS SHALL E : SELECT MACHINE, OR OTHER SUITABLE DEVICE THAT WILL ENSURE AN BE ADEQUATELY SECURED TO PREVENT OVERTURNING OF THE TRENCH WIDTH 18" MIN. EXCEPT WHEN 5 EXCAVATED ADEQUATELY UNIFORM TRENCH DEPTH. SHOWN ON PLANS 5 FENCE DUE TO SEDIMENT/WATER LOADING. CY CONC SPACING (FT)
: MATERIAL PER LENGTH OF BETWEEN 2 8. THE SILT FENCE SHALL BE PLACED WITH THE STAKES ON THE 2. SILT FENCE FABRIC – SEE CHART BELOW. PIPE SIZE LIN FT NO 3 BARS NO 3 BARS
DOWNSLOPE SIDE OF THE GEOTEXTILE. A MINIMUM OF 8 INCHES 6" 0.121 3'-9" 1.64 EXISTING GROUND R 0 OF GEOTEXTILE MUST BE BELOW THE GROUND SURFACE. FABRIC PROPERTIES VALUES TEST METHOD 8" 0.139 4'-3" 1.25 2 10" 0.157 4'-9" 1.12 EXCESS MATERIAL SHALL LAY ON THE BOTTOM OF THE 6-INCH MINIMUM TENSILE STRENGTH 120 LBS. (535 N) ASTM D 4632 E 0 7 " DIA. x 9" LG. STAINLESS DEEP TRENCH. THE TRENCH SHALL BE BACKFILLED AND MAXIMUM ELONGATION AT 60 LBS 50% ASTM D 4632 12" 0.177 5'-3" 1.02 8 2 PRECAST CONCRETE COMPACTED ON BOTH SIDES OF THE FABRIC. MINIMUM PUNCTURE STRENGTH 50 LBS. (220 N) ASTM D 4833 16" 0.200 6'-3" 0.85 STEEL ANCHOR BOLTS / CONCRETE 4-REQ'D. MANHOLE 40 LBS. (180 N) 18" 0.247 6'-10" 0.78
2 MINIMUM TEAR STRENGTH ASTM D 4533 W 9. SEAMS BETWEEN SECTIONS OF SILT FENCE SHALL BE SPLICED ENCASEMENT 20" 0.270 7'-5" 0.72 2 APPARENT OPENING SIZE <0.84 MM ASTM D 4751 24" 0.315 8'-6" 0.63
/ TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM 6-IN. MINIMUM PERMITTIVITY 1X10-2 SEC-1 ASTM D 4491 30" 0.540 10'-0" 0.57 E 6 OVERLAP PRIOR TO DRIVING INTO THE GROUND. UV EXPOSURE STRENGTH RETENTION 70% ASTM G 4355
BUTLER COUNTY WATER AND SEWER S 6260 TYPICAL CREEK CROSSING BUTLER COUNTY WATER AND SEWER BUTLER COUNTY WATER AND SEWER t 1 SILT FENCE DETAIL e 002 N.T.S. 2 FOR GRAVITY SEWERS 4 6240 CONCRETE ENCASEMENT DETAIL 6 6170 ELEVATED MANHOLE DETAIL e 002 NOT TO SCALE 002 NOT TO SCALE 002 NOT TO SCALE h Y
S STABILIZATION PRACTICES l i PERMANENT SEEDING AND MULCHING STABILIZATION SHALL BE PROVIDED PER OEPA GUIDELINES AS SET FORTH IN PART II.B OF OHIO EPA PERMIT NO.:OHC000005 . R a (SEE TABLE 1) t e
TABLE 1: PERMANENT STABILIZATION A D
AREA REQUIRING PERMANENT STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS - T
ANY AREAS THAT WILL LIE DORMANT FOR ONE YEAR OR MORE WITHIN SEVEN DAYS OF THE MOST RECENT DISTURBANCE I 2 ANY AREAS WITHIN 50 FEET OF A SURFACE WATER OF THE STATE WITHIN TWO DAYS OF REACHING FINAL GRADE
AND AT FINAL GRADE C N n g ANY OTHER AREAS AT FINAL GRADE WITHIN SEVEN DAYS OF REACHING FINAL GRADE WITHIN THAT AREA d SET FRAME CASTING ONTO A . 2'-0" 1 B B GRADE RINGS ON CONSEAL 0 (BOLTED IS ABOVE GRADE)
GRADE S
0 TEMPORARY SEEDING AND MULCHING STABILIZATION SHALL BE PROVIDED PER OEPA GUIDELINES AS SET FORTH IN PART II.B OF OHIO EPA
U PERMIT NO.:OHC000005 . (SEE TABLE 2) B JOINT TO PRECAST CONC GRADE RINGS _ REMAIN FLEXIBLE MIN HEIGHT 8" MAX HEIGHT 18" 7 TYP. ALL MANHOLES 0 TABLE 2: TEMPORARY STABILIZATION 0 MANHOLE STEPS
8 AREA REQUIRING TEMPORARY STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS EXTERIOR SIDE BROOM PER SPECIFICATIONS 8 OF WALL C FINISH ANY DISTURBED AREAS WITH 50 FEET OF A SURFACE WATER OF THE WITHIN TWO DAYS OF THE MOST RECENT DISTURBANCE IF THE
\ 2'-0" MAX 2'-6" OR 3'-0" STATE AND NOT AT FINAL GRADE AREA WILL REMAIN IDLE FOR MORE THAN 14 DAYS SANITARY SEWER PIPE s ECCENTRIC CONE p SECTION A - A FOR ALL CONSTRUCTION ACTIVITIES, ANY DISTURBED AREAS THAT WITHIN SEVEN DAYS OF THE MOST RECENT DISTURBANCE WITHIN a WILL BE DORMANT FOR MORE THAN 14 DAYS BUT LESS THAN ONE THE AREA m YEAR, AND NOT WITHIN 50 FEET OF A SURFACE WATER OF THE CORE DRILL OR BLOCK e FOR RESIDENTIAL SUBDIVISIONS, DISTURBED STATE OUT, SIZE PER SEAL M.H. SLAB & DOWELL s AREAS MUST BE STABILIZED AT LEAST SEVEN MANUFACTURERS DEPTH RESTEEL 12"-16" a DAYS PRIOR TO TRANSFER OF PERMIT COVERAGE FOR THE RECOMMENDATIONS SQ. IN./FT. E.W.
B INDIVIDUAL LOT(S). 0'-10' 0.17 \ PRECAST s DISTURBED AREAS THAT WILL BE IDLE OVER WINTER PRIOR TO THE ONSET OF WINTER WEATHER 11'-20' 0.22 CONC BARREL e 21'-30' 0.27 i ALL TEMPORARY EROSION AND SEDIMENT CONTROL INSTALLATIONS SHALL BE REMOVED WHEN 70% VEGETATION HAS BEEN REACHED. t STAINLESS 31'-40' 0.32 i l STEEL BAND i t SEEDING & MULCHING D RISERS AND U MULCH AND/OR OTHER APPROPRIATE VEGETATIVE PRACTICES SHALL BE APPLIED TO DISTURBED AREAS WITHIN 7 DAYS OF GRADING IF THE AREA IS TO REMAIN PIPE ID BASE VARIES \ ELASTOMER BOOT
DORMANT (UNDISTURBED) FOR MORE THAN 14 DAYS OR ON AREAS AND PORTIONS OF THE SITE WHICH CAN BE BROUGHT TO FINAL GRADE. A n g i BROOM A A
MULCH SHALL CONSIST OF UNROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 2 TONS/AC. OR 90 LB./1000 SQ. FT. (TWO TO THREE BALES). THE STRAW MULCH O s NOTES: FINISH SHALL BE SPREAD UNIFORMLY BY HAND OR MECHANICALLY SO THE SOIL SURFACE IS COVERED. FOR UNIFORM DISTRIBUTION OF HAND-SPREAD MULCH, DIVIDE AREA 1" TO 1' e WALL PENETRATIONS SHALL BE LOCATED WITHIN INTO APPROXIMATELY 1000-SQ.-FT. SECTIONS AND PLACE TWO 45-LB. BALES OF STRAW IN EACH SECTION. SLOPE D A RISER SECTION AND NOT A WALL JOINT R \ 7
MULCH SHALL BE ANCHORED IMMEDIATELY TO MINIMIZE LOSS BY WIND OR RUNOFF. THE FOLLOWING ARE ACCEPTABLE METHODS FOR ANCHORING MULCH: 0 1) MECHANICAL-USE A DISK, CRIMPER, OR SIMILAR TYPE TOOL SET STRAIGHT TO PUNCH OR ANCHOR THE MULCH MATERIAL INTO THE SOIL. STRAW 0 .
MECHANICALLY ANCHORED SHALL NOT BE FINELY CHOPPED BUT BE LEFT GENERALLY LONGER THAN 6 IN. E 8
2)MULCH NETTINGS-USE ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS, FOLLOWING ALL PLACEMENT AND ANCHORING SUGGESTIONS. USE IN 8 BUTLER COUNTY WATER AND SEWER 8" R
5 AREAS OF WATER CONCENTRATION AND STEEP SLOPES TO HOLD MULCH IN PLACE.
0 3) SYNTHETIC BINDERS-FOR STRAW MULCH, SYNTHETIC BINDERS SUCH AS ACRYLIC DLR (AGRI-TAC), DCA-70, PETROSET, TERRA TACK OR EQUAL MAY BE USED 3 6150 CONNECTION TO EXIST. MANHOLE PIPE BARREL 2"
5 MIN
1 AT RATES RECOMMENDED BY THE MANUFACTURER. ALL APPLICATIONS OF SYNTHETIC BINDERS MUST BE CONDUCTED IN SUCH A MANNER WHERE THERE IS 002 NOT TO SCALE SEE STANDARD MANHOLE SECTION C-C O
_ NO CONTACT WITH WATERS OF THE STATE.
* FOR MANHOLE BASE REINFORCING 7 4) WOOD CELLULOSE FIBER - WOOD CELLULOSE FIBER MAY BE USED FOR ANCHORING STRAW. THE FIBER BINDER SHALL BE APPLIED AT A NET DRY WEIGHT OF 4'-10" 0 750 LB./ACRE. THE WOOD CELLULOSE FIBER SHALL BE MIXED WITH WATER AND THE MIXTURE SHALL CONTAIN A MAXIMUM OF 50 LB./100 GAL. OF WOOD 8" MIN. M 0 MIN CELLULOSE FIBER. 1 4" 8 1 2" CLEAR TYP L 8 I \ TEMPORARY SEEDING & MULCHING FOR EROSION CONTROL SECTION B - B 7 30xBAR DIA 0 SEED TYPE PER 1,000 SQ FT PER ACRE * 12" MIN G
0 * PLAN PREPARED BY: \ PERENNIAL RYEGRASS 1 POUND 40 POUNDS SECTION C - C
8 TALL FESCUE 1 POUND 40 POUNDS
8 ANNUAL RYEGRASS 1 POUND 40 POUNDS
5 BUTLER COUNTY WATER AND SEWER SURVEYING
0 SMALL GRAIN STRAW 90 POUNDS 2 TONS 6200 STANDARD SANITARY MANHOLE LANDSCAPE 5 7 1 6 POUNDS OF 250 POUNDS OF ARCHITECTURE
\ FERTILIZER 10-10-10 OR 10-10-10 OR 002 NOT TO SCALE 6219 Centre Park Dr. THE
5 2
1 12-12-12 12-12-12 513.779.7851
0 KLEINGERS NOTE: OTHER APPROVED SPECIES MAY BE SUBSTITUTED 2 GROUP 5 \ : H
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S I 8 T 72 O ' F P 0 5 O 3 29 . R 09 CONSTRUCTION '- 8" LIMITS P 29 SA 7 N 0
@ C 1. 0 V 3 3 +
% & P 4 0 s
n " 3 . i
8 0 A g . T g i N S h 0 d E A 0
N I
L + L 1 73 H M 4 C P P 0
T .0 . A 0 0 0 2 M
: +
2 4 A 6 3 N 1 7 . : a
4 t S T O 3 3 T 0 FAIRFIELD CITY SCHOOL O I 7 S 2 P
0 DISTRICT BOARD S 2
/ OF EDUCATION 734 N 2
2 BK. 9372, PG. 1560 O / A0300-025.000-095 E 6 T 35 7 T
e l 1 i X 0 f
o 6 E 0 r 3 . P 7
SCALE: 0 d HORIZ. 1" = 20' n R 0 a VERT. 1" = 5'
E + n a 1 l P
W
. -
E 4 A
740 740 S n T g d . S 1 0 0 0 Y 0 + U 4 R B
_ 735 735 STA 1+00.00, | . 7 A A
0 SMH 01: EX. MH STA 1+40.00, | T 0
SMH 02 (6200) S 8 RIM ELEV 726.30 T
8 I RIM ELEV 727.00 E
\ EX. 8" SAN (N) 715.70 N s 8" SAN (E) 716.45 I
8" SAN (E) 715.90 N p 730 L 730 a EX. 8" SAN (S) 715.70 8" SAN (W) 716.45 H C A m e T s A S a M B \ s 725 725 e i t i CONNECT TO l i
t EXISTING D U MANHOLE \ A n (DET 6150)
g 720 720 i O s e D R \ 3% 7 9'-8"[email protected] 329.0 0 0 . 715 37% 715 E 8 AN@1. 40.00'-8"S 8 R 5 0 5 1 O _ 7 0 710 710 M 0 8 L 8 I \ 7 0 G 0 \
8 705 705 8 5
0 PLAN PREPARED BY: 5 CIVIL ENGINEERING 1 SURVEYING
\ LANDSCAPE ARCHITECTURE
5 4 6219 Centre Park Dr.
1 THE West Chester, OH 45069 KLEINGERS 513.779.7851 0 www.kleingers.com GROUP 2 5 \ : 1+00 2+00 3+00 4+00 H PROPERTY LINE N 0
CONSTRUCTION LIMITS 4
4 T
4
3 L 2 E
7
8 4 8
4 5
7 E A
0 7
7 4 4 1 4 F . T
7 7 4 7
0 9 PROPOSED STORM N
7 N 7
8
3 0
3 6 7 6 O
1 I
2
7
3 SEWER (BY OTHERS)
+ 3
3 4 Z
PROPOSED 7 I
4 7
3 E 7
2
7 R
SILT FENCE . 3 L 7 A a O 8" INV: 721.50 0 1
t H C S S 6 T FAIRFIELD TWP. PUBLIC O 0 3 P SERVICE BUILDING 29 D
. E
0 (NOT IN CONTRACT) D 9 T ' 7 E A H - ' B 8 4 8 K L
" 8 C 0 C S % 4 M 0 U
A 5 E 735 . 5 7 D C A N 0 D @ N@ H L A R 1. 5 "S 7 C 3 '-8 A 3 4 4 % 3.9 C 13 ' 7 E 5 1 R
O 5 0
E 0 M
0 .
L + L
4 '
8" INV: 720.83 7 I 4 9 5 I
1 G +
. 5 F
A 7
47 T .
5 S a 2 O
0 t 7 37 6 E 7 . ' S 746 65 R
N '-
I 8
T "S
L A
N P
O @ H PROPOSED 0
P .
C 5 0%
T SILT FENCE
A 741 7 8 46 & 0 M s 3 7 7 n 9 40
i 8 7 3 7 7 g 45 . g N i 5 h d A 7
0 7 4 PROPOSED CULVERT 9 44 7 0 3 + 74 L
(BY OTHERS) 7 M 1 8 4 P P
1 7 3 74
4 4 .
7 7 4 7 EXISTING CULVERT 5 2 742 : 4 7 A 7 N 1 : 743 8" INV: 722.89 745 4 T O PROPOSED STORM 0 I S 2 (BY OTHERS) 0 FAIRFIELD CITY SCHOOL S 2
/ DISTRICT BOARD 7 N 2 46 OF EDUCATION 0 0 O 2
7 7 / BK. 9372, PG. 1560 FAIRFIELD TOWNSHIP, . . E 6
5
0 T
BUTLER COUNTY, OHIO 7 A0300-025.000-095 7 T
+ + BK. 9092, PG. 1196 e 8 8 l
i
X
7 PART LOT #572 . 0
f PROPERTY LINE 4 1 . 7 a
o a
A0300-025.000-008 E t 746 0 r t 7 S . P 4 S
8 SCALE: 4 6 T 0
T d 7 2 O HORIZ. 1" = 20' n P O R 0 a P VERT. 1" = 5'
E + n a l 4 P
W
. -
E 5 A
750 STA. 8+70.70, | 750 S n T g SMH 05 (6200)
STA. 5+94.05, | d . 1 SMH 04 (6200) RIM ELEV 744.65 S 0 8" SAN (E) 722.89 Y 0 RIM ELEV 744.35 U 8" SAN (W) 722.89 R B 8" SAN (E) 721.50
_ 745 745
7 8" SAN (W) 721.50 A 0
0 STA. 4+60.08, | 8 T
8 SMH 03 (6200) I \ RIM ELEV 735.25 s N p 740 8" SAN (E) 720.83 740 a A m 8" SAN (W) 720.83 e s S a B \ s 735 735 e i t i l i t D U \ A n
g 730 730 i O s PROPOSED SEWER CAPPED 5' LONG e D CREEK CROSSING 8" STUB @ 0.5% R \
7 (SEE DET. 6260) FOR FUTURE USE
0 0 .
725 725 E 0 8
0 8 R + 5 4 0
5 1 O . _
A [email protected]% 7 276.65'-8"SA T 0 M
720 S .50% 720 0 133.94'-8"SAN@0 % 8 [email protected] SA L E .09'-8" 8 329 I N \ I 7 L 0 G H 0 C \ T
8 715 715 A 8 M 5 PLAN PREPARED BY: 0 CIVIL ENGINEERING SURVEYING 5 1 LANDSCAPE ARCHITECTURE \ 6219 Centre Park Dr. THE West Chester, OH 45069
5 5 513.779.7851 1 KLEINGERS www.kleingers.com GROUP 0
2 5 \ : 4+00 5+00 6+00 7+00 8+00 9+00 H