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No. REVISIONS DATE BY
This document, together with the concepts and designs presented herein, as an instrument of se-' vice, is intended only
Q) for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
owritten authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and
Associates, Inc.
F-\/ I C'-riK1fN i J A I k I -r A I K I r"r\
KHA PROJECT
011 9,35004
DATE
9-118-13
SCALE 1 " = 20'
DESIGNED BY ZGP
DRAWN BY JG13
CHECKED BY JRP
PROPOSED 8" DIP INTERCEPTOR
(LINE B)
GRAPHIC SCALE IN FEET
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SEAL:
NCTES:
4.1 UTILIZE TEMPORARY HAYBALES ABOVE OR AT FLOW LINE TO
REDUCE SEDIMENT IN CREEK WHILE WORKING OUTSIDE LIMITS OF
EROSION CONTROL SHOWN.
4.2 CONTRACTOR SHALL NOT CROSS THE CREEK WITH EQUIPMENT.
PROPOSED SS5,,ki1IH-1A
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E: 1989123-3818
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INV IN=266.43
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—PROPOSED 211 SF ZONE 2
I'PERMANENT BUFFER IMPACTS
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ORANGE WATER AND SEWER AUTHORITY
CHAPEL HILL/CARRBORO, NORTH CAROLINA
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PREPARED IN THE OFFICE OF:
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NO. I DATE I DESCRIPTION
This document, together with the concepts and designs
presented herein, as an instrument of services, is intended
only for the specific purpose and client ° for which it was
prepared. Reuse of and improper reliance on this document
without written authorization and adaptation by Kimley —Horn
and Associates, Inc. shall be without liability to Kimley —Horn
and Associates, Inc.
Copyright Kimley —Horn and Associates, Inc., 2013
DRAWING:
DATE:
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17 L
4 1 9 2013 i
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....:....:.:
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M.
JOB NUMBER
01193500A
5

,41,B13VEVIATIONS INDEX TO SHEETS GENERAL NOTESII,
AB ANCHOR BOLT FAB FABRICATE MAINT MAINTENANCE S SOUTH /SLOPE DESCRIPTION 1. ELEVATIONS SHOWN ARE IN FEET ABOVE MEAN SEA LEVEL. BASED ON NAVD 1988. 26. OTER TYPICAL MINIMUM DEPTH E COVER FOR BURIED PIPE SHALL BE 4 FT UNLESS
AC ALTERNATING CURRENT/ F &C FRAME AND CO \ +_R MATL MATERIAL SAN SANITARY SHEET HORIZONTAL DATUM IS 1983/2011. OTHERWISE SHOWN OR SPECIFIED.
z ASBESTOS CEMENT F &G FRAME AND GRATE MAX MAXIMUM SBL SURVEY BASELINE NO 2. LOCATIONS OF EXISTING SHOWN UTILITIES ARE APPROXIMATE. IT IS THE RESPONSIBILITY 27. UNLESS OTHERWISE SHOWN OR SPECIFIED, ALL TRENCH BEDDING SHALL BE TYPE B.
° ACT ACOUSTIC TILE FC FLUSHING CONNECTION MECH MECHANICAL SCH SCHEDULE OF THE CONTRACTOR TO FIELD VERIFY THE EXACT SIZE, DEPTH, MATERIAL, ORIENTATION, 28. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSTALLED ACCORDING TO
Q AD AREA DRAIN FD FLOOR DRAIN MEMB MEMBRANE SD STORM /SITE DRAIN 1 COVER AND LOCATION V ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND THE CONTRACT DOCUMENTS AND AS DIRECTED BY THE ENGINEER. ALL DEVICES SHALL
GENERAL NOTES, LEGEND AND ABBREVIATIONS TO TAKE WHATEVER STEPS ARE NECESSARY TO PROVIDE FOR THEIR PROTECTION. THE BE MAINTAINED SUCH THAT THEY FUNCTION AS INTENDED. THE STONE FROM CHECK
W ADDL ADDITIONAL FDN FOUNDATION MET METAL SECT SECTION 2 INDEX, CONTRACTOR SHALL CONTACT "NC ONE- CALL" 1- 800 - 632 -4949 TO LOCATE EXISTING
ADJ ADJUSTABLE FE FIRE EXTINGUISHER MFR MANUFACTURER SERV SERVICE DAMS AT CULVERT OUTLETS SHALL BE USED AS ENERGY DISSIPATERS AT CONSTRUCTION
m D BURIED UTILITIES PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL CONTACT ANY COMPLETION. ALL SILT FENCING, CURB OUTLET PROTECTION, AND STONE CONSTRUCTION
Q AFF ABOVE FINISHED FLOOR FF FINISH FLOOR MG MILLION GALLONS SEW SEWER 3 MORGAN CREEK OVERALL SITE PLAN OTHER UTILITY COMPANY WHOSE UTILITIES ARE NOT LOCATED BY "NO ONE CALL" FOR ENTRANCES SHALL BE REMOVED AT PROJECT COMPLETION AS SPECIFIED.
AGGR AGGREGATE FH FIRE HYDRANT MGD MILLION GALLONS PER DAY SF SQUARE FEET 4 MORGAN CREEK EROSION CONTROL PLAN EXACT LOCATION OF ITS UTILITIES PRIOR TO STARTING CONSTRUCTION.
Q AL ALUMINUM FIN FINISH MH MANHOLE SHT SHEET 29. MINIMUM TRENCH WIDTHS SHALL BE IN STRICT ACCORDANCE WITH THE "TRENCH
3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD
ALLOW ALLOWANCE /ALLOWABLE FIX FIXTURE MIN MINIMUM SI SQUARE INCH 5 MORGAN CREEK EROSION CONTROL PLAN CONDITIONS BE ENCOUNTERED THAT VARY FROM THE INFORMATION PROVIDED IN THE EXCAVATION LIMITS" AS SHOWN ON THE DRAWINGS.
ALT ALTERNATE FL FLASHING /FLOOR' MISC MISCELLANEOUS SIM SIMILAR CONTRACT DOCUMENTS.
W APPROX APPROXIMATE FLEX FLEXIBLE MJ MECHANICAL JOINT SJ STEEL JOIST 30. UNLESS OTHERWISE INDICATED, ALL EXISTING GRADE ELEVATIONS SHOWN ARE ALONG THE
6 MORGAN CREEK ACCESS ROAD PLAN AND PROFILE PROPOSED SEWER ALIGNMENT.
J ARCH ARCHITECTURAL FLG FLANGE MLDG MOLDING SPEC SPECIFICATION 4. TRAFFIC ISLANDS, CURBS AND CONCRETE DRIVEWAYS SHALL BE REPLACED TO THE FIRST
7 MORGAN CREEK ACCESS ROAD PLAN AND PROFILE EXPANSION JOINT BEYOND THE TRENCH EXCAVATION LIMITS AND TO THE FULL WIDTH.
ASB ASBESTOS FLUOR FLUORESCENT MO MASONRY OPENING SQ SQUARE 31. PLACED RIP -RAP SHALL HAVE A MINIMUM DEPTH OF 24- INCHES AND SHALL HAVE A
ASPH ASPHALT FLXC FLEXIBLE CONNECTION MOD MODIFY /MODIFIED SS SANITARY SEWER TRAFFIC ISLANDS, CURBS AND CONCRETE DRIVEWAYS SHALL MATCH EXISTING. LAY'cR OF TYPE II GEOTEXTILE SEPARATOR PLACED BETWEEN THE SOIL AND STONE.
AT ASPHALT TILE FM FORCE MAIN MON MONUMENT SST STAINLESS STEEL 8 MORGAN CREEK PLAN AND PROFILE 5. BURIED TELEPHONE AND CATV CABLES (FIBER OPTICS AND CONVENTIONAL) ARE KNOWN 32. CONTRACTOR SHALL ANTICIPATE THAT PUMPING AROUND WILL BE REQUIRED,
z FPRF FIREPROOF MOT MOTOR ST STREET TO VARY DUE TO INSTALLATION TECHNIQUES. THE CONTRACTOR SHALL BE FULLY CONTRACTOR SHALL PROVIDE ALL PUMPS, HOSES, PLUGS, ETC. AS REQUIRED AND
FRP FIBERGLASS REII's: =ORCED MTD MOUNTED STA STATION 9 TOMS CREEK PLAN AND PROFILE RESPONSIBLE FOR COORDINATING WITH THE UTILITY COMPANY TO DETERMINE SPECIFIC NECESSARY FOR THIS WORK.
wPOLYESTER LAMINATE MTG MOUNTING STD STANDARD CABLE LOCATIONS AND NOTIFYING THE ENGINEER OF THE EXACT ELEVATION OF THE
z B BORING FT FEET MOLT MULTIPLE STG STORAGE 10 MISCELLANEOUS STANDARD DETAILS CABLES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH 33. CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST TWO WEEKS IN ADVANCE OF
BD BOARD LOCATING, SUPPORTING, RELOCATING OR REPAIRING BURIED CABLES ALONG THE ROUTE. CONSTRUCTION TO IDENTIFY TREES DESIGNATED BY CONTRACTOR TO RECEIVE "ADVANCED
CD BRIE BOTTOM OF FITTING ELEV FTG FOOTING /FITTING STIR STIRRUP 11 MISCELLANEOUS STANDARD DETAILS PRUNING ". IF THE CONTRACTOR FAILS TO PROVIDE NOTIFICATION, OR DAMAGES MORE
W E'
STL STEEL 6. THE CONTRACTOR SHALL PLACE SAND OR SCREENINGS ON ALL ASPHALT SURFACES
BFPA BACK FLOW PREVENTION FURR FURRING /FURRE THAT ARE AFFECTED BY THE CONSTRUCTION. TREES THAN WHAT IS FIRST DESIGNATED,. THE OWNER MAY DETERMINE A VALUE OF THE
ASSEMBLY STR STRUCTURAL 12 MISCELLANEOUS STANDARD DETAILS ADDITIONAL DAMAGE AND BACK CHARGE THE CONTRACTOR APPROPRIATELY.
7. THE CONTRACTOR SHALL INSTALL ALL SIGNS, AS REQUIRED BY NCDOT, ALONG STATE
_ BFV BUTTERFLY VALVE SUB SUBSTITUTE 34. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS AND ACTIONS TO MINIMIZE THE
BITUM BITUMINOUS
SUP SUPPLY ROADWAYS AND TOWN STREETS, AS REQUIRED BY THE TOWN OF CHAPEL HILL AND THE
N TRACKING OF MUD ONTO PAVED ROADWAY SURFACES FROM CONSTRUCTION AREAS. THE
i SUPT SUPERINTENDENT TOWN OF CARBORRO.
BJB BLIND JUNCTION BOX N NORTH CONTRACTOR SHALL REMOVE MUD /SOIL FROM PAVEMENT DAILY, AS MAY BE REQUIRED
Q) (13 BASELINE NA NOT APPLICABLE SUR SURFACE 8. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SHEETING REQUIRED FOR THE OR AS DIRECTED BY THE AGENCY HAVING AUTHORITY OVER THE PAVED ROADWAY. THE
Q) SUSP SUSPENDED INSTALLATION, ALL EXCAVATIONS SHALL BE KEPT WITHIN THE DESIGNATED EASEMENT CONTRACTOR SHALL PLACE 3 -4 INCHES OF STONE SCREENINGS ON ALL PAVED
cn BL BUILDING LINE NF NEAR FACE SW SWITCH
BLDG BUILDING G GAS /GAS LINE NGVD NATIONAL GEODETIC WIDTHS. EXCAVATION WITHIN PAVED AREAS SHALL BE KEPT TO A MINIMUM. SHEETING SURFACES THAT WILL BE AFFECTED BY THE CONTRACTOR'S CONSTRUCTION ACTIVITIES.
Q BLK BLOCK GA GAUGE SWBD SWITCHBOARD SHALL BE INSTALLED AS REQUIRED TO PROTECT EXISTING UTILITIES.
VERTICAL DATUM 35. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS
BM BENCH MARK GAL GALLON NIC NOT IN CONTRACT SWD SIDE WATER DEPTH 9. OWNER WILL FURNISH DESCRIPTION OF EASEMENTS UPON REQUEST. OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY
Q BOC BACK OF CURB GALV GALVANIZED NO NUMBER SYM SYMMETRICAL CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS
i BOT BOTTOM GC GENERAL CONTRACTOR NOM NOMINAL 10. ALL PIPE INSTALLED ON THIS PROJECT SHALL BE CLASS 51 OR PC 350 DUCTILE IRON TEMPORARILY OR PERMANENTLY CEASED, UNLESS ACTIVITY IN THAT PORTION OF THE
BRG BEARING GEN GENERATOR NPW NON POTABLE WATER PIPE (DIP) WITH PROTECTO 401 LINING. ALL PIPE SHALL BE RESTRAINED JOINT UNLESS SITE WILL RESUME WITHIN TWENTY -ONE (21) DAYS.
BRK BRICK GI GALVANIZED IRC' NTS NOT TO SCALE OTHERWISE SHOWN ON THE DRAWINGS.
cn
o BRZ BRONZE GL GLASS 11. CONTRACTOR SHALL VERIFY EXACT MATERIALS, LOCATION, ELEVATION, DIMENSIONS, AND
BSMT BASEMENT GPM GALLONS PER MAUTE LAYOUT OF EXISTING PIPING TO BE CONNECTED TO PRIOR TO ORDERING MATERIALS.
a BT BOLT GR GRADE T TREAD 12. THE CONTRACTOR SHALL RESTORE GRADE TO PRE - CONSTRUCTION CONDITION UNLESS
BUR BUILT -UP ROOFING GV GATE VALVE T &B TOP AND BOTTOM �°� T �+TI® SE OTHERWISE NOTED ON THE DRAWINGS.
BV BALL VALVE GW GUY WIRE T &G TONGUE AND GROOVE
a GWB GYPSUM WALL BOARD TAN TANGENT 1. CONTACT ORANGE COUNTY LAND QUALITY SECTION BEFORE ANY WORK BEGINS. FAILURE TO DO SO WILL 13. ALL EROSION CONTROL MEASURES TO REMAIN IN PLACE UNTIL ENTIRE SITE IS
OC ON CENTER RESULT IN A NOTICE OF WORK VIOLATION AND POSSIBLE FINES. OBTAIN APPROPRIATE CONSTRUCTION RE- ESTABLISHED.
3 GWF GLAZED WALL FINISH TBM TEMPORARY BENCH MARK EL BYPASS PUMPING OT
o C CLOSET /CARPET /CHANNEL GYP GYPSUM OD OUTSIDE DIAMETER TC TOP OF CURB PERMITS AND ADHERE TO REQUIREMENTS THROUGHOUT 14. STOCKPILE LOCATIONS AND LAYDOWN AREAS SHALL BE LOCATED WITHIN THE EXISTING
CAB CABINET OF OUTSIDE FACE 2. INSTALL SEDIMENTATION AND EROSION CONTROL MEASURES TDH TOTAL DYNAMIC HEAD 3. CLEAR AND GRUB CONSTRUCTION LIMITS AS SHOWN ON THE DRAWINGS. CONSTRUCTION ENTRANCES SHALL 1. CONTRACTOR SHALL OPERATE AND MAINTAIN BYPASS PUMPING 24 HOURS /DAY
I
CB CATCH BASIN OFF OFFICE TECH TECHNICAL 4. ROUGH GRADE SITE BE PLACED AS NEEDED BY THE CONTRACTOR ACCORDING TO THE STANDARD DETAILS IN WITHOUT RELIANCE ON OWASA.
�-
o C/C CENTER TO CENTER OPER OPERATOR 5. EXCAVATE AND INSTALL UTILITIES THE DRAWINGS.
O TEL TELEPHONE 2. CONTRACTOR SHALL PLAN WORK AS TO MINIMIZE BYPASS PUMPING DURATIONS.
Ln CE CONSTRUCTION EASEMENT OPNG OPENING TEMP TEMPERATURE 6• FINISH FINAL GRADING AND SURFACE RESTORATION 15. GROUND COVER AND SLOPES SHALL BE RESTORED WITHIN 5 WORKING DAYS IN
00 CEM CEMENT OPP OPPOSITE TER TERRAllO 7• REMOVE SEDIMENTATION AND EROSION CONTROL MEASURES ACCORDANCE WITH SECTION 02500 AND 02910 OF THE SPECIFICATIONS. 3. ALL BYPASS PUMPING EQUIPMENT SHALL BE SOUND ATTENUATED AND SHALL BE
8. S &EC MEASURES SHALL REMAIN IN PLACE UNTIL THE ENTIRE SITE IS APPROPRIATELY RE- ESTABLISHED
CER CERAMIC ORIG ORIGINAL DESIGNED TO HANDLE THE 150% OF THE PEAK INFLOW RATE OF 6,400 GPM. THE
j CF CUBIC FEET OT OPEN TRUSS THERMO THERMOSTAT 16. ALL PAVEMENT CUTS SHALL BE SAWCUT ALONG A CONTINUOUS STRAIGHT LINE. APPROXIMATE AVERAGE DAILY FLOW IS 1,500 GPM.
CFM CUBIC FEET PER MINUTE H HEIGHT OVHD OVERHEAD THK THICK
� THRU THROUGH 17. CONTRACTOR SHALL PLAN CONSTRUCTION ACTIVITIES TO CAUSE MINIMUM INCONVENIENCE
� CI CAST IRON /CUBIC INCHES HDW HARDWARE TOD TOP OF DECK TO THE OWNER, PUBLIC, AND TO PROHIBIT THE POTENTIAL FOR ENVIRONMENTAL 4. BYPASSES SHALL BE EQUIPPED WITH CELLULAR PHONE BASED TELEMETRY SYSTEMS
_jI CIP CAST IRON PIPE HEX HEXAGONAL IMPACTS. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND ERECT AND PROVIDING REMOTE ALARM REPORTING TO CONTRACTOR AND BYPASS SUBCONTRACTOR.
TOF TOP OF FOOTING MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK,
j CENTER LINE HM HOLLOW METAL TOM TOP OF MASONRY /MANHOLE SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING 5. ALL BYPASSES SHALL BE REDUNDANT WITH EQUIVALENT BACKUP PUMPS AND PIPING.
CL, CHLORINE HORZ HORIZONTAL TOS TOP OF SLAB FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS
Y CLG CEILING HP HORSEPOWER TOW TOP OF WALL WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNAGE SHALL 6. ALL BYPASS PUMPS AND PIPING SHALL BE INSPECTED BY THE CONTRACTOR A
CLKG CAULKING HPT HIGH POINT PAR PARALLEL TOL TOLERANCE BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE MINIMUM OF ONCE PER DAY FOR PROPER OPERATION.
F CLR CLEAR HTR HEATER PC POINT OF CURVE /PIECE TIPS TWISTED PAIR SHIELDED OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY 7, CONTRACTOR SHALL PROVIDE A SEPARATE DETAILED BYPASS PUMPING PLAN FOR EACH
a CMP CORRUGATED METAL PIPE HVAC HEATING VENTILA -ION AND THE NCDOT. COORDINATE ROAD CLOSURES WITH OWASA, LOCAL FIRE DEPARTMENTS,
N CMU CONCRETE MASONRY UNIT AIR CONDITIONINL PCC POINT OF COMPOUND CURVE TRANS TRANSFORMER SITE. THE BYPASS PUMPING PLAN SHALL INCLUDE THE FOLLOWING AT A MINIMUM:
PCF POUNDS PER CUBIC FOOT TYP TYPICAL AND NCDOT AS APPLICABLE. 7.1. SKETCHES OF THE PROPOSED LAYOUT WITH PIPING SIZES
°o CO CLEANOUT HW HOT WATER PE LINING POLYETHYLENE LINING 18. AT A MINIMUM THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ONE LANE AT ALL TIMES. 7.2• PUMP CURVES AND DATA SHEETS FOR EACH PROPOSED PUMP
a
COL COLUMN HWL HIGH WATER LE'r'_L PERF PERFORATED 7.3. TELEMETRY SYSTEM DATA SHEETS
CONC CONCRETE HWY HIGHWAY PERP PERPENDICULAR 19. SAFETY IS THE CONTRACTORS RESPONSIBILITY. CONTRACTOR SHALL ABIDE BY ALL 7.4. DETAILED SCHEDULE FOR BYPASS PUMPING
CONTT CONSTRUCTION HYD HYDRAULIC PI POINT DI INTERSECTION FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS. CONTRACTOR SHALL PROTECT THE 7.5. WASTEWATER OPERATING AND CONTROL ELEVATIONS
o CONT CONTINUOUS UG UNDERGROUND PUBLIC FROM CONSTRUCTION SITE ACTIVITIES. 7.6. PUMP OPERATION SEQUENCE
R PROPERTY LINE /PLATE UH UNIT HEATER 7.7. SOUND LEVELS FOR EACH PUMP AT 20 TO 25 FEET
CONTR CONTRACTOR PNL PANEL 20. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES, AND 7.8. PUMP FAILURE RESPONSE PLAN
UNFIN UNFINISHED
r CORP CORPORATION PP POWER POLE UR URINAL ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT 7.9. SPILL RESPONSE PLAN
CORK CORRIDOR PREFAB PREFABRICATED ITS EXPENSE, UNLESS PREVIOUSLY PROVIDED BY THE OWNER AND INCLUDED IN THE 7.10. AT LEAST FOUR (4) 24/7 EMERGENCY RESPONSE CONTACT NAMES AND PHONE
UTIL UTILITY CONTRACT DOCUMENTS PRIOR TO BID. NUMBERS
� CP CONCRETE PLANK PRV PRESSURE RELIEF VALVE
E CRS COURSE PS PUMPING STATION 21. ALL WORK SHALL COMPLY WITH THESE CONTRACT DOCUMENTS OR THE OWASA 7.11. A LIST OF PERSONS /COMPANIES ON STANDBY TO HANDLE SPILLS
Q CT CERAMIC TILE PSF POUNDS PER SQUARE FOOT STANDARD SPECIFICATIONS, WHICHEVER IS MORE RESTRICTIVE UNLESS OTHERWISE NOTED. 7.12. RUNTIME FOR EACH PUMP AT FULL LOAD WITHOUT REFUELING
Cn CTJ CONTROL JOINT I IRON PSI POUNDS PER SQUARE INCH
CU COPPER ID INSIDE DIAMETER 22. CONTRACTOR SHALL COORDINATE ALL WORK WITH OWASA AND ENGINEER. 8. BYPASS PUMPING SHALL REMAIN ENTIRELY IN PLACE AND FULLY OPERATION UNTIL THE
IF INSIDE FACE PT POINT OF TANGENT /POINT VAC VACUUM NEW LINE HAS BEEN TESTED, APPROVED, FLOW IS DIVERTED TO THE NEW LINE AND
CV CHECK VALVE PTN PARTITION 23. CONTRACTOR SHALL VERIFY ALL ELEVATIONS AND DIMENSIONS. UN'IL THE REMOVAL OR SHUT DOWN IS APPROVED BY THE ENGINEER AND /OR OWASA.
z IN INCH VAT VINYL ASBESTOS TILE
o CW COLD WATER PV PLUG VALVE VB VALVE BOX 24. STOCKPILE LOCATIONS AND LAYDOWN AREAS SHALL BE LOCATED WITHIN THE EXISTING
CY CUBIC YARD INCL INCLUDED
� INF INFLUENT PVC POLYVINYL CHLORIDE VCP VITRIFIED CLAY PIPE CONSTRUCTION LIMITS AS SHOWN ON THE DRAWINGS. CONSTRUCTION ENTRANCES SHALL
Li INS INSULATION PVC POINT OF VERTICAL CURVE VEL VELOCITY BE PLACED AS NEEDED BY THE CONTRACTOR ACCORDING TO THE STANDARD DETAILS IN
DC DIRECT CURRENT PVI POINT OF VERTICAL INTERSECTION THE DRAWINGS.
Of
M INT INTERIOR VENT VENTILATING /VENTILATION
M DET DETAIL PVMT PAVEMENT VERT VERTICAL 25. REFER TO SPECIFICATION SECTION 02200 FOR EARTHWORK REQUIREMENTS.
Q DF DRINKING FOUNTAIN INV INVERT PVT POINT OF VERTICAL TANGENCY VOL VOLUME
Q DIA (0) DIAMETER PW POTABLE WATER VP VENT PIPE
DIAG DIAGONAL VWC VINYL WALL COVERING LEGEND
DIM DIMENSION O N AND DETAIL KEYING LI f� E TYP E S
JW DIP DUCTILE IRON PIPE MATERIALS SYMBOLS SECT
DITCH DISCHARGE J JOIST QTY QUANTITY
DIST DISTRIBUTION JB JUNCTION BOX
w DJ DOUBLE JOIST JCT JUNCTION W WEST /WIDTH j / /� // DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD: PROPOSED ITEMS
DL DEAD LOAD JT JOINT W/ WITH �� �� GRADE OR EARTH - -- EXIST. WATER LINE PROPOSED INTERCEPTOR TEMPORARY
°z DN DOWN R RADIUS /RISER WC WATER CLOSET CONSTRUCTION (A) A SECTION CUT ON SHEET 3 IS IDENTIFIED AS FOLLOWS: - - - - - -- - -__... EXISTING ITEMS
DOZ DOZEN RCP REINFORCED CONCRETE PIPE WIT WIDE FLANGE SAND .....,... EXIST. SANITARY SEWER SANITARY SEWER AND MANHOLE ENTRANCE SECTION LETTER - - PROPERTY /R /W LINE
� DR DOOR RD ROAD /ROOF DRAIN WH WALL HYDRANT
z DWG DRAWING RECIR RECIRCULATION WI WROUGHT IRON I - PROPOSED VALVE
DWL DOWEL RECP RECEPTACLE EXIST. STORM DRAIN - PAVEMENT SHEET WHERE SECTION IS SHOWN - EASEMENT LINE
Lj WL WATER LEVEL GRAVEL /RIP RAP 6
CD RECT RECTANGULAR WA WATER LINE STORM DRAINAGE STRUCTURE _ REPLACEMENT - - - - - - - - - HIDDEN ITEMS
X L LENGTH /ANGLE RED REDUCER - -- - -- EXIST. ELECTRICAL -
E EAST /EASEMENT LA LINE AHEAD WO WINDOW OPENING
�_ EA EACH REF REFERENCE W O WITHOUT CONCRETE () DEMOLITION ITEMS
LAB LABORATORY / ° `°� °- -,.- REDUCER B THE SECTION SHOWN ON SHEET 6 IS IDENTIFIED AS FOLLOWS:
ECC ECCENTRIC LAM LAMINATED REG REGISTER WP WATERPROOF
N REINF REINFORCING ��� ��� "� ��� �� EXIST. TELEPHONE STONE FILTER - CENTER LINE
EF EACH FACE LAT LATERAL WPFG WATER PROOFING =:-� °��= `_ >�`� -� =. SECTION LETTER
CONC. FILL OR GROUT BLOWOFF ASSEMBLY A
o EFF EFFLUENT WPT WALL PENETRATING TYPE CURB INLET SHEET FROM WHERE SECTION WAS TAKEN MATCH LINE
LAV LAVATORY �0 - EXIST. GAS
READ REQUIRED WSE WATER SURFACE ELEVATION PROTECTION
a EIP EXIST IRON PIPE LB POUND /LINE BACK REST RESTRAINED 3
EL OR ELEV ELEVATION LF LINEAR FEET REV REVISE WSP WEATHERSTRIP GRATING BACKFLOW PREVENTER
��"� EXIST GROUND PROFILE
EXIST FIRE HYDRANT
_._._.__� € I INLET - - CREEK /DITCH
Cn WT WEIGHT e® PROPOSED FIRE HYDRANT PROTECTION
ELEC ELECTRIC /ELECTRICAL RF ROOF
CD ELL ELBOW LL LIIVEGLOAD RFG ROOFING WV WATER VALVE
U� LLH LONG LEG HORIZONTAL WWF WELDED WIRE FABRIC CHECKERED PLATE _ __.. _ -- .....__ EXIST SAN SEWER MH EXIST EDGE OF PAV'MT
ENGR ENGINEER RJ RESTRAINED JOINT """"" ,l,, pppp STONE CHECK
o ENT ENTRANCE LLV LONG LEG VERTiOAL PROPOSED WATER METER 000 DAM STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT NUMBER
LP LIGHT POLE RM ROOM - SILT FENCE
0 EOG EDGE OF GRAVEL RND ROUND L.;- ROCK -- - < 4 i -- - EXIST. VALVE AND ARE SHOWN ON THE DRAWINGS BY ONE OF TWO METHODS:
YD YARD - - - t. -- - EXIST. FENCE _ __ „µ _ rcE TEMPORARY
EOP EDGE OF PAVEMENT LPT LOW POINT TYPICAL PLUG AND REMOVAL TYPE 1 DITCH
EQ EQUAL LTG LIGHTING RO ROUGH OPENING - LINING 2000003 REFERENCED ITEM _,, EXISTING CONTOUR SEMENT
� RPM REVOLUTIONS PER MINUTE
EQPT EQUIPMENT WATER SURFACE TYPICAL IN LINE PLUG r .
Q LVR LOUVER RR RAILROAD YH YARD HYDRANT CLASS A RIP
EW EACH WAY OR:
Q RRS RAILROAD SPIKE YR YEAR, RAP
C/) EX EXISTING LWL LOW WATER LEV' =L =ray, ,;_ EXIST. WATER METER 272 PROPOSED CONTOUR
RT RIGHT 801 SOIL BORING /AUGER PROBE SEE 2000003 REFERENCED ITEM
EXC
o EXH EXCAVATE RTU REMOTE TERMINAL UNIT ASPHALT I.3; EXIST POWER POLE HAYBALE To-- TEMPORARY DIVERSION
EXHAUST RW RAW WATER E I T SR SEISMIC LINE STANDARD DETAILS ARE COMPILED IN APPROXIMATE NUMERICAL ORDER IN SWALE
EXP EXPANSION R/W RIGHT OF WAY
EXT EXTERIOR BRICK t s,;, EXIST. SS CLEANOUT THE BACK OF THE DRAWINGS. - L01) LIMITS OF DISTURBANCE
QKHA, PROJECT
o I 0111:935004 IT SHEET NUMBER
and Assu-ciates, Inc. 9_�gE13 I 9 U -NENERAL No"TES, 2
m - SCALE N/A CONTRACT NO. 1 NOT FOR CONSTRUCTION I OF
©2013 KIMLEY -HORN AND ASSOCIATES, INC.
m No. REVISIONS DATE BY 3001 WESTON PARKWAY, CARY, NC 27636 DESIGNED BY ZGP G AUTHORITY
-D This document, together with the concepts and designs presented herein, as an instrument of service, is intended only PHONE: 919 - 677 -2000 FAX: [phone] DRAWN'. '.BY JGB R �i
Q) for the specific purpose and client for which it was prepared. Reuse of and improper reliance o-, this document without NC LICENSE F - -0102 WWW.KIMLEY- HORNCOM CHAPEL HILL /C BO O T OL1
owritten authorization and adaptation by Kimley -Horn and Associates, Inc. shall be without liabiliti to Kimley -Horn and CCHECKED BY KFC ' SEAL:
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EXISTING RIPRAP CROSSING
TO BE IMPROVED
� r
t
�p r
i
C111\
R'y /98 .W
IMPROVED ROADSIDE DITCH
AND STORM DRAIN PIPE
EXIST IVG 24" RCP
MCtRGAN CREEK
„INTERCEPTOR
PROPOSED 8" DIP
INTERCEPTOR
(LINE B)
PROPOSED 5' DIA.
SSMH -1 B
STA 9 +59.95
N: 779404.3726
E: 1989134.0792
(DOGHOUSE MH)
v
o w.
KHA PROJECT
0111, :935004
DATE
9 -18 -13
SCALE 1 „ = 50'
DESIGNIE" D BY ZGP
DRAWN' !BY JGB
CHECKED BY KFC
NOTES:
3.1 ADD BRIDGE MATTING, RIPRAP, AND RAILROAD BALLAST TO PREVENT MUD HOLES
AND TO FILL SOFT SPOTS AS NECESSARY FOR CONSTRUCTION ACCESS.
3.2 CONSTRUCTION ACCESS ROAD #2 SHALL BE COMPLETELY REMOVED FOLLOWING
CONSTRUCTION AND RESTORED TO ITS ORIGINAL CONDITIONS.
.' Iy, 3.3 AFTER INSTALLATION OF THE PROPOSED AERIAL BRIDGE IS COMPLETE, THE
CONTRACTOR SHALL REMOVE IN ITS ENTIRETY THE EXISTING AERIAL CREEK
_u, x , f : CROSSING PIPE, SUPPORT PIPES, ETC.
Q /
w ` w " 3.4 CONTRACTOR SHALL NOT DISTURB IN ANY WAY, THE EXISTING AERIAL CREEK
m z CROSSING UNTIL THE PROPOSED AERIAL CREEK CROSSING IS COMPLETE AND
READY FOR SERVICE.
15 CONTRACTOR SHALL BE ADVISED THAT THE EXISTING INTERCEPTOR IS CAST IRON
WITH LEAD JOINTS. CONTRACTOR SHALL "IMMEDIATELY REPAIR" ANY LEAK THAT
DEVELOPS IN THE EXISTING JOINTS AS A RESULT OF THE CONTRACTOR'S WORK.
3.5 CONTRACTOR SHALL INSTALL CLASS II RIP RAP UNDERLAIN BY TYPE II GEOTEXTILE
FABRIC FROM STREAM TO THE TOP OF BANK, UNLESS OTHERWISE INDICATED.
CON STRUCTIOjV ; ACCESS ROAD #1
SEE DETAIL 0251004R AND 3..7 CONTRACTOR SHALL NOT ENCROACH ON OR DISTURB ADJACENT PROPERTY.
d, SHEET 7 3.8 EXISTING SITE PLAN IS BASED ON A SURVEY PERFORMED BY COOPER AND
ASSOCIATES, IN 2013.
3.9 CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING ALONG ENTIRE PEREMITER
OF THE PROPOSED CLEARING LIMITS, PRIOR TO CLEARING THE SITE.
3.10 CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY FENCING AND
APPURTENANCES REQUIRED DURING CONSTRUCTION TO ADEQUATELY SECURE THE
L
" SITE.
3.11 CONTRACTOR SHALL NOT CROSS OVER OR DISTURB ANY OF THE EXISTING
INTERCEPTORS WITH HEAVY CONSTRUCTION EQUIPMENT.
TEMPORARY GRAVEL
CONSTROOTION
1 ENTRA6E)tXIT
SEE DETAIL,,!`O257701 AND
SHEET 7
�C 1
A LL
X " a
} 4 "
,
EXISTING 24" RCP
MORGAN CREEK
. INTERCEPTOR
PRELIMINARY
NOT FOR CONSTRUCTION
SEAL:
MORGAN CREEK
OWERALL SITE PLAN
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EXISTING RIPRAP CROSSING
TO BE IMPROVED
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IMPROVED ROADSIDE DITCH
AND STORM DRAIN PIPE
EXIST IVG 24" RCP
MCtRGAN CREEK
„INTERCEPTOR
PROPOSED 8" DIP
INTERCEPTOR
(LINE B)
PROPOSED 5' DIA.
SSMH -1 B
STA 9 +59.95
N: 779404.3726
E: 1989134.0792
(DOGHOUSE MH)
v
o w.
KHA PROJECT
0111, :935004
DATE
9 -18 -13
SCALE 1 „ = 50'
DESIGNIE" D BY ZGP
DRAWN' !BY JGB
CHECKED BY KFC
NOTES:
3.1 ADD BRIDGE MATTING, RIPRAP, AND RAILROAD BALLAST TO PREVENT MUD HOLES
AND TO FILL SOFT SPOTS AS NECESSARY FOR CONSTRUCTION ACCESS.
3.2 CONSTRUCTION ACCESS ROAD #2 SHALL BE COMPLETELY REMOVED FOLLOWING
CONSTRUCTION AND RESTORED TO ITS ORIGINAL CONDITIONS.
.' Iy, 3.3 AFTER INSTALLATION OF THE PROPOSED AERIAL BRIDGE IS COMPLETE, THE
CONTRACTOR SHALL REMOVE IN ITS ENTIRETY THE EXISTING AERIAL CREEK
_u, x , f : CROSSING PIPE, SUPPORT PIPES, ETC.
Q /
w ` w " 3.4 CONTRACTOR SHALL NOT DISTURB IN ANY WAY, THE EXISTING AERIAL CREEK
m z CROSSING UNTIL THE PROPOSED AERIAL CREEK CROSSING IS COMPLETE AND
READY FOR SERVICE.
15 CONTRACTOR SHALL BE ADVISED THAT THE EXISTING INTERCEPTOR IS CAST IRON
WITH LEAD JOINTS. CONTRACTOR SHALL "IMMEDIATELY REPAIR" ANY LEAK THAT
DEVELOPS IN THE EXISTING JOINTS AS A RESULT OF THE CONTRACTOR'S WORK.
3.5 CONTRACTOR SHALL INSTALL CLASS II RIP RAP UNDERLAIN BY TYPE II GEOTEXTILE
FABRIC FROM STREAM TO THE TOP OF BANK, UNLESS OTHERWISE INDICATED.
CON STRUCTIOjV ; ACCESS ROAD #1
SEE DETAIL 0251004R AND 3..7 CONTRACTOR SHALL NOT ENCROACH ON OR DISTURB ADJACENT PROPERTY.
d, SHEET 7 3.8 EXISTING SITE PLAN IS BASED ON A SURVEY PERFORMED BY COOPER AND
ASSOCIATES, IN 2013.
3.9 CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING ALONG ENTIRE PEREMITER
OF THE PROPOSED CLEARING LIMITS, PRIOR TO CLEARING THE SITE.
3.10 CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY FENCING AND
APPURTENANCES REQUIRED DURING CONSTRUCTION TO ADEQUATELY SECURE THE
L
" SITE.
3.11 CONTRACTOR SHALL NOT CROSS OVER OR DISTURB ANY OF THE EXISTING
INTERCEPTORS WITH HEAVY CONSTRUCTION EQUIPMENT.
TEMPORARY GRAVEL
CONSTROOTION
1 ENTRA6E)tXIT
SEE DETAIL,,!`O257701 AND
SHEET 7
�C 1
A LL
X " a
} 4 "
,
EXISTING 24" RCP
MORGAN CREEK
. INTERCEPTOR
PRELIMINARY
NOT FOR CONSTRUCTION
SEAL:
MORGAN CREEK
OWERALL SITE PLAN

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0 PROPOSED 8" DIP INTERCEPTOR
u (LINE B)
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--- .. ......
------- PROPOSED SSMH 1B
STA 9+59.95
N: 779404.3726
E: 1989134.0792
RIM=273.00
Po �Dl
EXISTING RIPRAP CROSSING INV OUT=266.59
z ti; < TO BE IMPROVED
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NOTES:-
4.1 UTILIZE TEMPORARY HAYBALES ABOVE OR AT FLOW LINE TO
REDUCE SEDIMENT IN CREEK WHILE WORKING OUTSIDE LIMITS OF
EROSION CONTROL SHOWN.
4.2 CONTRACTOR SHALL NOT CROSS THE CREEK WITH EQUIPMENT.
```
PROPOSED SSMH-1A
$TA 10+00
,N: 779442.9639
E: 1989123.3818
RIM=273.00
INV IN=266.43
7 INV OUT=264.28
PROPOSED 24" DIP INTERCEPTOR (LINE A)
> 4 PROPOSED HAYBALES
2-1 -
OCK VANE
BE�.H R
77/9/521.8928
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TOP q,60.100
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PROPOS 0
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4�ENb,,,ROdK VANE
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4
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1989906\0601
TOP 263.00
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P.LACERqUK VANE IN
CONTACT WITH PIER
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SEE DETAIL 0227000
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JORDAN LAKE WATER SUPPLY
WATERSHED BUFFER
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w SEE DETAIL 0227008 27008 STA 11+81.81
N: 779564.9360
..........
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0 E: 1989258.2095
V
2/3 1/3 RIM =270.00
od BANKFULL BANKFULL
EXTEND 12" RCP UNDER SILT INV IN=264.10
WIDTH WIDTH
HEADER BOULDER T
SETHEADERBOULDERBACK INV OUT- 262.08
--FE-NC;,TO DISCHARGE ABOVE ELEVATION PROPOSED SSMH-3A
OF THE FOOTER BOULDER
E 20* TO FLOW
i TOP OF BANK
FENCE AND TREE PROTECTION SEE PLAN FOR
A MINIMUM OF 1/3 WIDTH
GRADt/9-, ER! STA 12+01.81
ch
N: 779573.3448
EXiSTING CATC4,,BASIN
E: 1989276.3559
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TO BE �- ') ril -Mr -4 n- nrPD BACKFILL,
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SEE BACKFILL MATERIAL A MATERIAL BACKFILL
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TYP.
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SEE BACKF TABI FS. - -I
NONWOVEN ILL GEOTEXTILE MATERIAL FABRIC TO BOULDERS IN VANE ARM SHALL
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BE USED BETWEEN BOULDERS AND
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GEG'--lEXTILE OVEN GEOTEXTILE FILTER FABRIC, TYP.
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v 1%
paw
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*BACKFILL MATERIAL (WELL GRADED MIX)
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MULCH 1 107.
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2.0' WIDE x 3.0' DEEP BACKFILL, NONWOVEN BOULDER
SEE BACKFILL MATERIAL TABLES. GEOTEXTILE
NONWOVEN GEOTEXTILE FABRIC TO MIN. BOULDERS IN VANE ARM SHALL
BE USED BETWEEN BOULDERS AND FILTER NOT BE GAPPED OR HAVE ANY
FABRIC, TYP. SIGNIFICANT SPACES
O ),J ...... .......
u " /- -
% IS MEASURED BY VOLUME BACKFILL
,-Q -B
SEC110N B
Q� ftftbl r. V` NOTES:
1. CLASS "A" STONE CAN BE USED TO REDUCE VOIDS BETWEEN
HEADERS AND FOOTERS. BOULDERS SHOULD NOT HAVE GAPS
U) 2. COMPACT BANKFULL TO EXTENT POSSIBLE OR AT THE DIRECTION
< OF THE ENGINEER.
3: 1
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ROCK VANE.,,
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#57 STONE 20%
MULCH 1 107.
0.5'-0.75' BACKFILL, TYP.
-FOOTER -,;�-BED
2.0' WIDE x 3.0' DEEP BACKFILL, NONWOVEN BOULDER
SEE BACKFILL MATERIAL TABLES. GEOTEXTILE
NONWOVEN GEOTEXTILE FABRIC TO MIN. BOULDERS IN VANE ARM SHALL
BE USED BETWEEN BOULDERS AND FILTER NOT BE GAPPED OR HAVE ANY
FABRIC, TYP. SIGNIFICANT SPACES
O ),J ...... .......
u " /- -
% IS MEASURED BY VOLUME BACKFILL
,-Q -B
SEC110N B
Q� ftftbl r. V` NOTES:
1. CLASS "A" STONE CAN BE USED TO REDUCE VOIDS BETWEEN
HEADERS AND FOOTERS. BOULDERS SHOULD NOT HAVE GAPS
U) 2. COMPACT BANKFULL TO EXTENT POSSIBLE OR AT THE DIRECTION
< OF THE ENGINEER.
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RHO' ()DEN `RON BE EXTENDED j
OR 212,35, PG 145
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5- No. REVISIONS DATE BY
m
-0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
written authorization and adaptation by Kimley —Horn and Associates, Inc. shall be without liability to Kimley —Horn and
0 Associates, Inc.
265
260
N N M QR I-
Cn 00 r- L6
N N N N N
11 +75E
F`_ &.0
BUILD THIS PORTION OF DRIVEWAY PAVEMENT
ONLY AT LOCATIONS WHEN DIRECTED.
*SIDEWALK TAPERS•. DOWN
W BACK FROM DRIVEWAY.
- - DINT
*5° -0" DRIVEWAY WIDTH
*SIDEWALK
*SIDEWALK
(OPTIONAL)
(OPTIONAL)
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❑ :G••J 41
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JOINT WHEN SLIP FORMED
BEVEL CURB TO
STREET PAVEMENT MEET ROADWAY PAVEMENT
PLAN
DETAIL F DRIVEWAY
DRIVEWAY WIDTH 1' -6° 1271
TOP OF CURB TOP OF CURB
N
,
v....•;,,,._v..•w_P-- •�'_P ?. 'e:,_ ®..•d_P •,,,._. "p •,,:.. v ..•�_• ®..•d.•D..•fs•D•..•�••V •.. 'es. •P •.. 'ri.. v'•• °�:.•P •ar -..• ®,
ROLL TYPE INL
PAVEMENT
NOTES:
6.1 ACCESS DRIVE FILL SHALL BE CLASS 1 RIPRAP
UNDERLAIN BY TYPE it GEOTEXTILE FABRIC.
2" DEEP SAW CUT
EXISTING DRIVEWAY
PROPOSED DRIVEWAY PAVEMENT
PAVEMENT
METHODOFTIE I
WHEN EXISTING DRIVEWAY PAVEMENT IS CONCRETE,
SAW CUT 2" DEEP JOINT AT THE POINT OF TIE -IN.
SAW JOINT PERPENDICULAR TO EDGE OF EXISTING'
DRIVEWAY PAVEMENT._
VARIABLE (SEE SHEET Err 2' -0
_"2 _OF 2 FOR DRIVEWAY GRADES)
2,°
2' -8" PROPOSED
2' -6" PAVEMENT
DRIVEWAY TURNOUT
BUILD THIS PORTION OF DRIVEWAY
PAVEMENT ONLY AT LOCATIONS
WHEN DIRECTED.
-
GENERAL NOTES:
* *NO CONSTRUCTION JOINT WILL BE PERMITTED IF FORMS
ARE USED TO CAST DRIVEWAY. SLIP FORMING OF CURB
AND GUTTER PERMITS THE USE OF CONSTRUCTION JOINT.
D1
ROLL SECTION CURB
EXISTING STORM WATER
BOX
EXISTING OUTLET
PIPE
1. EXISTING INLET FRAME SHALL BE REMOVED AND
REPLACED WITH A ROLL TYPE INLET FRAME SUCH
AS A NEENAH FOUNDARY R- 3039 -A OR APPROVED
EQUAL,
D2
P �Yr
_'A"' PLAN AND PROFILE
NOT FOR CONSTRUCTION
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285
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280
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275
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270
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5- No. REVISIONS DATE BY
m
-0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
written authorization and adaptation by Kimley —Horn and Associates, Inc. shall be without liability to Kimley —Horn and
0 Associates, Inc.
265
260
N N M QR I-
Cn 00 r- L6
N N N N N
11 +75E
F`_ &.0
BUILD THIS PORTION OF DRIVEWAY PAVEMENT
ONLY AT LOCATIONS WHEN DIRECTED.
*SIDEWALK TAPERS•. DOWN
W BACK FROM DRIVEWAY.
- - DINT
*5° -0" DRIVEWAY WIDTH
*SIDEWALK
*SIDEWALK
(OPTIONAL)
(OPTIONAL)
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12
W
J
GRASS
GRASS T
AREA
cc AREA iv
Q CURB N_CU_RB
Uj
cc
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E
❑ :G••J 41
* *PERMISSIBLE CONSTRUCTION
JOINT WHEN SLIP FORMED
BEVEL CURB TO
STREET PAVEMENT MEET ROADWAY PAVEMENT
PLAN
DETAIL F DRIVEWAY
DRIVEWAY WIDTH 1' -6° 1271
TOP OF CURB TOP OF CURB
N
,
v....•;,,,._v..•w_P-- •�'_P ?. 'e:,_ ®..•d_P •,,,._. "p •,,:.. v ..•�_• ®..•d.•D..•fs•D•..•�••V •.. 'es. •P •.. 'ri.. v'•• °�:.•P •ar -..• ®,
ROLL TYPE INL
PAVEMENT
NOTES:
6.1 ACCESS DRIVE FILL SHALL BE CLASS 1 RIPRAP
UNDERLAIN BY TYPE it GEOTEXTILE FABRIC.
2" DEEP SAW CUT
EXISTING DRIVEWAY
PROPOSED DRIVEWAY PAVEMENT
PAVEMENT
METHODOFTIE I
WHEN EXISTING DRIVEWAY PAVEMENT IS CONCRETE,
SAW CUT 2" DEEP JOINT AT THE POINT OF TIE -IN.
SAW JOINT PERPENDICULAR TO EDGE OF EXISTING'
DRIVEWAY PAVEMENT._
VARIABLE (SEE SHEET Err 2' -0
_"2 _OF 2 FOR DRIVEWAY GRADES)
2,°
2' -8" PROPOSED
2' -6" PAVEMENT
DRIVEWAY TURNOUT
BUILD THIS PORTION OF DRIVEWAY
PAVEMENT ONLY AT LOCATIONS
WHEN DIRECTED.
-
GENERAL NOTES:
* *NO CONSTRUCTION JOINT WILL BE PERMITTED IF FORMS
ARE USED TO CAST DRIVEWAY. SLIP FORMING OF CURB
AND GUTTER PERMITS THE USE OF CONSTRUCTION JOINT.
D1
ROLL SECTION CURB
EXISTING STORM WATER
BOX
EXISTING OUTLET
PIPE
1. EXISTING INLET FRAME SHALL BE REMOVED AND
REPLACED WITH A ROLL TYPE INLET FRAME SUCH
AS A NEENAH FOUNDARY R- 3039 -A OR APPROVED
EQUAL,
D2
P �Yr
_'A"' PLAN AND PROFILE
NOT FOR CONSTRUCTION
R 0 U
SEAL:

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7.1 ACCESS DRIVE FILL SHALL BE CLASS 1 RIPRAP
UNDERLAIN BY TYPE 11 GEOTEXTILE FABRIC.
991/1
S1
IN'
-C
U)
PF
0(0
SL
D_
EXISTING 18" RCP
NE
TO BE EXTENDED
U
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NOTES:
7.1 ACCESS DRIVE FILL SHALL BE CLASS 1 RIPRAP
UNDERLAIN BY TYPE 11 GEOTEXTILE FABRIC.
14+00
83
it
... .... ... -- ----
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
295 295
. . . . . . . . . . . . . . . . . . . . . . . .
+N
PROPOSED GRADE ALCNG,
OF �CCESS DRIVE 5:
. . . . CL . . . . . . . .
290 //x 290
. . . . . . . . . . . . . . EXISTIN-G GRADE -ALONG . . . . . . .
OF ACCESS DRIVE
. . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . .
_4
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
285 285
991/1
14+00
83
it
... .... ... -- ----
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
295 295
. . . . . . . . . . . . . . . . . . . . . . . .
+N
PROPOSED GRADE ALCNG,
OF �CCESS DRIVE 5:
. . . . CL . . . . . . . .
290 //x 290
. . . . . . . . . . . . . . EXISTIN-G GRADE -ALONG . . . . . . .
OF ACCESS DRIVE
. . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . .
_4
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
285 285
10+00 10+25 10+50
Cf)
II
0
(D
No. REVISIONS DATE BY
CD
-0 This document, together with the concepts and designs presented herein, cis an instrument of sertice, is intended only
0) for the specific purpose and client for which it was prepared. Reuse of and improper reliance on Ns document without
0,written authorization and adaptation by Kimley–Horn and Associates, Inc. shall be without liability -a Kimley–Horn and
E Associates, Inc.
0i
00
N
r� (C) n — of r- L0 r) C14 0 00 r- r- 00 00
00 00 00 00 00 r- r- r- r_ r- r- (0 (D (.0 �0 (0
14 04 C14 C14 C14 q C*4 N C*4 04 C14 C14 04 C14 04
LC1114 C7 C� 7 CE 'fl I 1_� I '*� I "0 I `*� 1 7
260
GRAPHIC SCALE IN FEET
0 10 20 40
C,-
0(0
0
0C
M
04
N
01:
N
06
+
C14
A (N
D
Zp cl z
> >
LLJ
280
w in R 7,-,, �,K
_-Z.,_
0 o
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a_
280
275
75
2
. . . .
. . . .
. . . .
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. . .
U." . . .
- - -
. . . .
. . .
. . .
. . . .
. . . .
. . . .
. . . .
2Al
> >
. . . .
. . . .
. . . .
270
_4
270
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . ..
0.49%
. . . .
. . . .
ZZ-
. . .
. . . .
. . . .
. . . .
. . . .
. . .
. . . .
. . . .
. . . .
Ny
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. . . .
.
. .
. . . .
. . . .
. . . .
. . . .
265
265
. . . .
. . . .
. . . .
. . .
. . . .
. . . .
. . .
. . . .
. .
. . .
. . . .
. . . .
..... .. . ........
I... .
. .
L.
. . . .
. . .
. . . .
. . . .
10+00 10+25 10+50
Cf)
II
0
(D
No. REVISIONS DATE BY
CD
-0 This document, together with the concepts and designs presented herein, cis an instrument of sertice, is intended only
0) for the specific purpose and client for which it was prepared. Reuse of and improper reliance on Ns document without
0,written authorization and adaptation by Kimley–Horn and Associates, Inc. shall be without liability -a Kimley–Horn and
E Associates, Inc.
0i
00
N
r� (C) n — of r- L0 r) C14 0 00 r- r- 00 00
00 00 00 00 00 r- r- r- r_ r- r- (0 (D (.0 �0 (0
14 04 C14 C14 C14 q C*4 N C*4 04 C14 C14 04 C14 04
LC1114 C7 C� 7 CE 'fl I 1_� I '*� I "0 I `*� 1 7
260
GRAPHIC SCALE IN FEET
0 10 20 40

�
_ ~
�
1V
'JORDAN LAKE WATER vb
RPLY,,WATER SHED BUFFER
50' JORDAN LAKE WATER
SUPPLY WATER SHED BUFF
ZONE 1 AND 2
ER
\
` .
\ \ \ \ . \ /
GROSSING REPLACEMENT
'PTOR'T0 REM
PROPOSED {f nU\
� / ~'
~~ ' \ ' ` /� / ~ ~ \ \
,�
�� `~ ` \ /// AR|N<� ' "`'`^`°E . .
cc ~ � \ / -�A`_ �
"- ' \ ,U� \ \ ' 17-.PROROS�D ���' ' ' - -~5O` JOR�AN LANE VVAT�R . \ \ _j _2�7_ ~- �|A ll ^- °" """"~` ""`� WATER
� / ~^ \ `~- ` » \ ` ' ' -- -- -- -- ^�. SUPPLY WATERSHED BUFFER
~ �� ~` \ � /m °`�� � \ ` ` \ ' N. � -`~ ZONE 1 AND ZONE 3
MANHOLE) «| '\ \ \ \ \ - \ t�_ �8d����.����� -- '
� «� | � '~~~� 'r'^` / / \ T0P=����� ` |�I
^~ ~�~-~ � ` �
PROPOSED 124" DIP ]U�| � \ W0'U\� / ^~ ^`01 8N=26118 \ / ��»«== 1� ~` \ \ EX SS, 76�4 / --- --- --- --~
LLJ
PROPO� 24 DIP OU'11"= 262,01
INTERCEP OR (LINE A) 5
� `
mm \
SS SS
E. ~
' PROPOSED 8^ , DIP
<
INTERCEPTOR (LINE B
TP
`\ 2,41, ~' oel`~ ----
_- -_-
/
` � , __--'- \—TOP " � �" �.".`^ "","". ."�� ." "� \�0��N{� �4° K4���AN �_pROpOSED 8 O|/L --_-- OF BANK \ VCR ? EXISTING
� S'"`'''"`' SE,,^�` - �--��---- (/` CREEK INTERCEPTOR
�^ ~
/TO BE REMOVED) � ^ 573L3448
'`' REMAIN ` ' °-"' TO �E REMOVED '' '~ ' ' ~
~ \_-� , \\\\` � ' �� 198B�78 355@
EX|�llN�� 8 ��P SANITARY
' ` �/u� ' ^
- \� T�� \ ' ����=�7O ��
^--' 5EVyER TO BE REMOVED \ ` `' ' ' ------ - - -
�^ \-- ---' _ ` '' INV |N=262,06 __----- -
�- ' ` o�*/S//m
~ ~~�
PROPOSED 5 D|A. SS�H-1B \ '' |NV C)UT=28��OG -----
AERIAL � {}�S|N� _----
�TA Qf59.05 ' =` '' (DOGHOUSE MANHOLE) --
' ` ` �O B� REk�<]VEO ' � / --'---
� N� 7�S4O4.�7�0 \ ` ~~-~
^� \ ��E� �J{}T� �1 � --
�� � ^^ � E^ 1Q89134 O�8� � ' ' ----
' ' � `\ ---
R|K4=273.00 `\-'PROPOSED PIPE SUPPQRTS
|NV |N=265.58 ` , TYP OF 2 ``� ` '' ~--~~--^
o _�^\ ,/ |NV {}UT=2O8.59 SEE DETAIL 0232209R1\
/DOGHOUSE MANHOLE) ` 285
-j
Ln
CN
CL
ED
LL
cr
�
U)
No. REVISIONS DATE B Y
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on thF3 document without
written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability tc, Kimley—Horn and
Associates, Inc.
CL I
�.
�ND CA� NG ..
|
|STA 11f18L87
7.
CONCRETE I-
CONTRACTOR TO EMBED PIPE 'SUPPORT
STEM WALL A MINIMUM OF -C J1
62 INTO P ON ALL FOUR 01 Nl� Z STA 11+14.66
SIDES TOP'
m � `- -
11f25
KHA PROJECT
0119-715004
DATE
9-18-13
SCALE 1^ = 2O`
DESIGNED BY ZGP
DRAWN BY JGB
CHECKED BY JJVY
cn
SANITARY SEWER AERIAL STREAM
CROSSINGS REHAB I LITATION/REPLACEMENT
PREPARED FOR
ORANGE WATER AND SEWER AUTHORITY
CHAPEL HILL/CARRBORO, NORTH CAROLINA
13+00 13+25
8.1 AFTER INSTALLATION OF THE PROPOSED
AERIAL BRIDGE IS COMPLETE, THE
CONTRACTOR SHALL REMOVE IN ITS
ENTIRETY THE EXISTING AERIAL CREEK
CROSSING PIPE, SUPPORT PIERS, ETC.
8.2 CONTRACTOR SHALL INSTALL CLASS || RIP
RAP UNDERLAIN BY TYPE || GEOTEXllLE
FABRIC FROM STREAM TO THE TOP OF
BANK, UNLESS OTHERWISE INDICATED.
OUTER FACE OF RIP RAP SHALL BE FLUSH
WITH EXISTING GRADE PRIOR TO
CONSTRUCTION.
8.3 ALL MANHOLE TOPS LOCATED BELOW THE
100-YEAR FLOOD STAGE SHALL BE
"WATERTIGHT" AND VENTED IN
ACCORDANCE WITH DETAIL 0260120 AND
533.02.
/.
LLj
0- UJI
280
—100–YEAR
FLOOD
STAGE 279.33'
iNV|N
ILO CD
KNV OUT=26 19"L__
00
00
U)
No. REVISIONS DATE B Y
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared. Reuse of and improper reliance on thF3 document without
written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability tc, Kimley—Horn and
Associates, Inc.
CL I
�.
�ND CA� NG ..
|
|STA 11f18L87
7.
CONCRETE I-
CONTRACTOR TO EMBED PIPE 'SUPPORT
STEM WALL A MINIMUM OF -C J1
62 INTO P ON ALL FOUR 01 Nl� Z STA 11+14.66
SIDES TOP'
m � `- -
11f25
KHA PROJECT
0119-715004
DATE
9-18-13
SCALE 1^ = 2O`
DESIGNED BY ZGP
DRAWN BY JGB
CHECKED BY JJVY
cn
SANITARY SEWER AERIAL STREAM
CROSSINGS REHAB I LITATION/REPLACEMENT
PREPARED FOR
ORANGE WATER AND SEWER AUTHORITY
CHAPEL HILL/CARRBORO, NORTH CAROLINA
13+00 13+25
8.1 AFTER INSTALLATION OF THE PROPOSED
AERIAL BRIDGE IS COMPLETE, THE
CONTRACTOR SHALL REMOVE IN ITS
ENTIRETY THE EXISTING AERIAL CREEK
CROSSING PIPE, SUPPORT PIERS, ETC.
8.2 CONTRACTOR SHALL INSTALL CLASS || RIP
RAP UNDERLAIN BY TYPE || GEOTEXllLE
FABRIC FROM STREAM TO THE TOP OF
BANK, UNLESS OTHERWISE INDICATED.
OUTER FACE OF RIP RAP SHALL BE FLUSH
WITH EXISTING GRADE PRIOR TO
CONSTRUCTION.
8.3 ALL MANHOLE TOPS LOCATED BELOW THE
100-YEAR FLOOD STAGE SHALL BE
"WATERTIGHT" AND VENTED IN
ACCORDANCE WITH DETAIL 0260120 AND
533.02.
/.
PROPOSED TREE
PROTECTION FENCE
GRAPHIC SCALE IN FEET
0 10 20 40
|NV �N
� ------------_-
iNV|N
KNV OUT=26 19"L__
PROPOSED TREE
PROTECTION FENCE
GRAPHIC SCALE IN FEET
0 10 20 40

a
vi
J
I
Li
0
0
1h
Q
0
z
Q
Cn
D
0
Li
Z
Q
J
Cn
W
U
0
i
Cn
C
0
Q
/
0
Q
/
U)
Fn
co
0
U
0
0
co
0
TRENCH
EXCAVATION LIMITS
INTERNAL
DIAMETER
OF PIPE
W
WIDTH OF TRENCH
MAX
W =MIN
4" -6"
CASING PIPE
2,_0„
8 " -10"
3' -9"
I
21_277
12"
3' -9"
O.D. +2'
14" -16"
4' -2"
1 45
O.D. +2'
18"
4' -4"
12
O.D. +2'
20 ",21"
4' -8"
O.D. +2'
24"
4' -11"
6'
O.D. +2'
27"
5-9"
0.D. +2'
30"
6' -7"
O.D. +2'
36"
7' -4"
1 8" FT
O.D. +2'
42
8' -2"
O.D. +2'
48"
8' -9"
O.D. +2'
54"
9' -4"
O.D. +2'
60"
9' -10"
0.D. +2'
72"
11' -0"
o
O.D. +2'
78"
11' -8"
O.D. +2'
84"
12'
-0"
O.D. +2'
90"
12'
-6"
O.D. +2'
96"
13'
-0"
O.D. +2'
108"
14'
-0"
O.D. +2'
DEPTH
OF
CUT
S
MAXIMUM PAVEMENT
REPLACEMENT WIDTH
0 -6'
S =W +4'
>6 -8'
S =W +8'
>8 -10'
S =W +12'
>10 -12'
S =W +16'
>12 -14'
S =W +20'
>14 -16'
1
S =W +24'
>16 -18'
S =W +28'
>18'
S =W +32'
W = TRENCH WIDTH
PIPE. TRENCH SIDE
BE IN ACCORDANCE
REQUIREMENTS.
AT BOTTOM OF
SLOPES SHALL
WITH OSHA
W
W
�'/ COMPACTED BACKFILL 7
"ED BACKFILL VARIES
z PIPELINE 2' -0" 6' -0" MAXIMUM PIPE SPAN
(DIAMETER VARIES) TYP MIN SEE ATTACHED TABLE
M 4' -0" CLASS I
3ACKFILL I —CLASS B CONCRETE np RIP -RAP SLOPE
(NO MATERIAL , ,
77—
✓ PROTECTION, TYP
THAN 2 ") c =2
x. STEEL CASING PIPE
6" TRENCH WIDTH
STONE - 1/8 PIPE
DW PIPE (MIN. 6 ") VARIES
r
r
SECTION .,..: .. .......___ .W::�.:�.
TO PIPE MIDPOINT
ORIGINAL GRADE
0
0222110
0
0 CONCRETE ENCASEMENT
Ln
0222104
0
CARRIER
CASING
/
ALLOWABLE
PIPE, DIP
0
CASING PIPE
SPAN
ch
DIAMETER
WALL THICKNESS
I
(IN.)
(IN.)
J
8
Q
0.2500
1 45
�
36
0.4375
12
VARIES
2'
6'
E
1 8" FT
�
1 /4» /FT
N
o
J1
�I
0
N
00
\-CLASS 1 RIPRA.'. EMBANKMENT GEOTEXTILE
TYPICAL ROADWAY SECTION
E
02510048
U)l
Q
bi
z CASING PIPE, SEE 8" BRICK BULKHEAD AT EACH
Q SPECIFICATIONS FOR END OF CASING PIPE
Cn MATERIAL REQUIREMENTS (WATERTIGHT)
0
Li CARRIER PIPE
Q
J
W
0
0 :5 I I I I I I
0'
U)
0
a PROVIDE 3/4" WEEP HC_E IN
BULKHEAD AT LOW END OF
CASING PIPE AND 1/4
Q PIPE ALIGNMENT GUIDE, ONE CU YD OF CRUSHED STC` E
PER PIPE LENGTH AT BELL AT WEEP HOLE
Q
Cn
Q TYPICAL CASING
0
0232201
C
ID
- - --
N
m 01777t REVISIONS DATE BY
o This document, together with the concepts and designs presented herein, as an instrument of ser ;rice, is intended only
o for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
0 written authorization and adaptation by Kimley —Horn and Associates, Inc. shall be without liability '_o Kimley —Horn and
� Associates, Inc:
TURN DOWN ELBOW WITH
INSECT SCREEN LOCATE
° AS SHOWN ON THE
�+ CONTRACT DRAWINGS
[]-2" GALV VENT - ONE
PER CASING, AT HIGH
END OF CASING
CONC CRADLE - EXTEND
I FROM END OF CASING TO
FIRST JOINT OF CARRIER
I PIPE (MIN 5 LINEAR FEET
OF CONC CRADLE)
PLAN
ANTI — SEEPAGE COLLAR
0260113
CLASS B CONCRETE
CREEK CHANNEL -
OR FLOOD PLAIN
ALLOWABLE SPANS FOR STEEL CASING PIPE
CARRIER
CASING
MINIMUM
ALLOWABLE
PIPE, DIP
PIPE, STEEL
CASING PIPE
SPAN
DIAMETER
DIAMETER
WALL THICKNESS
(FT.)
(IN.)
(IN.)
(IN.)
8
1 16
0.2500
1 45
24
36
0.4375
1 65
I YVIUAL tt I IINU
0222121
PIPE ALIGNMENT GUIDE
0232204
ASING PIPE
TRIER PIPE
TL. PLATE
' THK. X 6" LG.
WIDTH REQD.
1/4"0 BOLTS
2 REQD-
:A. SIDE)
RAD ON
„ LL CORNERS
MANHOLE, TYP
DIP CARRIER PIPE WITH
RESTRAINED JOINT FITTINGS
BETWEEN MANHOLES
CONCRETE PIPE SUPPORT PIER
�-3 -0 OF CREEK OR FLOOD MIN FROM BOTTOM SEE DETAIL 023220981 AND
PLAIN 0232209R2
NOTES:
1. STEEL PIPE SHALL BE EITHER SPIRAL WELDED OR SMOOTH WALL
SEAMLESS WITH A MINIMUM YIELD STRENGTH OF 35,000 PSI. PAINTING AND
LINING SHALL BE AS REQUIRED BY THE CLIENT.
2. DUCTILE IRON PIPE SHALL BE SUPPORTED WITH TWO SPIDERS AT EVERY
JOINT WITHIN THE CASING PIPE USING APPROVED PIPE ALIGNMENT GUIDE.
SEE DRAWING 0232211. ALL JOINTS SHALL BE RESTRAINED JOINT.
3. SUPPORT TYPE FOR PIERS SHALL BE DETERMINED BY ENGINEER BASED ON
SUBGRADE CONDITIONS AT SITE. SEE DETAIL 0232209 FOR SUBGRADE
PARAMETERS FOR EACH TYPE OF FOUNDATION.
4. BOTTOM OF PIPE TO BE AT A MINIMUM OF 1' ABOVE THE 25 YEAR FLOOD
ELEVATION.
0232208
NON- SHRINK GROUT
BULKHEAD AT EACH
END OF CASING PIPE
STYROFOAM PLUG TO
ASSIST GROUT PLACEMENT,
ALL AROUND
STEEL CASING PIPE —
DIP CARRIER PIPE--\
\
PROVIDE 2" 0 GALV STEEL DRAIN
IN BULKHEAD AT EACH END OF
CASING PIPE AND 1/3 CU YD OF
CRUSHED STONE AT DRAIN, WRAP
STONE WITH FILTER FABRIC
CARRIER PIPE
3/4" STEEL PLATE,
3/4 "x6" STEEL —
PLATE, TYP
3/4" 0 A325 BOLT
ZAVIOXW2122
1/2 V 6
1" R ON ALL CORNERS
-TURNDOWN ELBOW
FINISHED GRADE N WITH INSECT SCREEN
' ea
2" 0 GALV STEEL VENT,
TWO PER CASING, ONE
AT EACH END OF
CASING PIPE
PROVIDE PLASTIC SHEET
1/4 "x3" GALV. STRAP WITH 1/4 "x2
1/2" NEOPRENE PAD ADHERED TO
STRAP (SEE NOTE 5)
1/4 "x6" NEOPRENE Pf
ADHERED TO SADDLE
SEE NOTE 4
FOR BAR SIZE
AND SPACING
HEIGHT DETERMINED B
WHEN CONTRACTOR
HITS ROCK, WIDTH 2.5
PWR
f
6" MIN. EMBEDMENT
NOTES:
1. SHALLOW FOUNDATION DESIGN SHOWN ON THIS DETAIL IS BASED ON THE
FOLLOWING (PARAMETERS:
ALLOWABLE SOIL BEARING CAPACITY = 3000 PSF
CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
GRADE 60 REINFORCING STEEL
MAXIMUM STREAM VELOCITY = 10 FT /SEC
MAXIMUM :SUPPORT HEIGHT (H) = 7' -0"
IF FIELD CONNDITIONS REQUIRE ANY DEVIATION FROM THESE PARAMETERS, THE
FOUNDATION DESIGN SHALL BE REVIEWED BY THE ENGINEER.
2. IF SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE TO WITHSTAND
3000 PSF B =ARING PRESSURE, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
3. CONTRACTOR' TO EMBED STEM WALL A MINIMUM 6" INTO PWR ON ALL FOUR
SIDES.
4. STEM WALL SHALL BE REINFORCED WITH #7 BARS AT 12 INCHES OC IN EACH
DIRECTION ON EACH FACE.
5. STEM WALL ;REQUIRES TWO STRAPS OVER THE PIPE.
023220981
I
TYPICAL CASING PIPE PLUG
PIPE ALIGNMENT GUIDE
0232211
NOTE:
1. TWO ALIGNMENT GUIDES PER PIPE JOINT.
1/2'
R
C,
0
D
Z_
3" I
T SEE
0232213
0 ANCHOR BOLTS,
304 SST
NOTE 4 FOR BAR
AND SPACING
PWR
6" MIN. EMBEDMENT
BOLT DIA. +1/16"
NOTES:
1. STRAPS SHALL BE GALVANIZED STEEL AND HOT ASPHALT DIPPED.
2. ANCHOR BOLTS SHALL BE ANSI 304 STAINLESS STEEL (3/4" MIN.)
3. FOR PIPE 24" AND LARGER USE 1" DIA. BOLTS.
4. HOLES TO BE DRILLED IN STRAP.
5. PROVIDE STAINLESS STEEL WASHERS UNDER STRAP SUCH THAT
STRAP IS PULLED DOWN SNUG.
PIPE STRAP FOR PIERS
0232213
BOND- BREAKER BETWEEN
� CARRIER PIPE AND
GROUT, ALL AROUND
A.
I
TYPICAL CASING PIPE PLUG
PIPE ALIGNMENT GUIDE
0232211
NOTE:
1. TWO ALIGNMENT GUIDES PER PIPE JOINT.
1/2'
R
C,
0
D
Z_
3" I
T SEE
0232213
0 ANCHOR BOLTS,
304 SST
NOTE 4 FOR BAR
AND SPACING
PWR
6" MIN. EMBEDMENT
BOLT DIA. +1/16"
NOTES:
1. STRAPS SHALL BE GALVANIZED STEEL AND HOT ASPHALT DIPPED.
2. ANCHOR BOLTS SHALL BE ANSI 304 STAINLESS STEEL (3/4" MIN.)
3. FOR PIPE 24" AND LARGER USE 1" DIA. BOLTS.
4. HOLES TO BE DRILLED IN STRAP.
5. PROVIDE STAINLESS STEEL WASHERS UNDER STRAP SUCH THAT
STRAP IS PULLED DOWN SNUG.
PIPE STRAP FOR PIERS
0232213

MORGAN CREEK MANHOLE SCHEDULE
MANHOLE
NUMBER
DIAMETER
(FT)
WIDTH OF
EXTENDED
BASE (MIN)
TYPE OF
COVER
VENT PIPE
REQUIRED
ELEV OF
VENT PIPE
INSIDE AND
OUTSIDE
STEPS REQC
CONCRETE
BALLAST
REQD(CY)
INTERIOR
PAINTED
EXPOSED
EXTERIOR
PAINTED
MH NO. 1B
5'
0.75'
WATERTIGHT
YES
283.33
NO
1
YES
NO
MH NO. 1A
10'
0.75'
WATERTIGHT
YES
283.33
NO
4.5
YES
NO
MH NO. 2A
6'
0.75'
WATERTIGHT
YES
283.33
NO
1
YES
NO
MH NO 3A
6'
0.75'
WATERTIGHT
YES
283.33
NO
1
YES
NO
J
Q
W
0
0
Q
0
z
Q
0 UP FROM CHANNEL
W
z
Q
J
J
W
U
V)
C
0
a
i
0
Q
U
i
rn
0
U PRECAST MANHOLE
0
0
0
0
0
1
0
Ln PLAN
0 0260100
MANHOLE COVER GROUT AS REQUIRED
Q AND FRAME (SEE SPECS.)
21
0
I JA
r
00
�4_ VF
of 1 1 1 1
01 1 1 1 1
r'�
° BOLTED JOINT
CONNECTION, TYP.
SEE DETAIL 0260123
L
E SEE MANHOLE SCHEDULE
0
0
J
Q °
o
1 A
Q J
Q SLOPE 1/2" PER FT
-
0
z
Q
Un CONCRETE BALLAST MAX. 4'
ALL AROUND
HEIGHT AS REQUIRED
Q CLASS 'B' CONCRETE FILL FLOW
J e .
S
LIJ EE MANHOLE ,: CANNEL
Cn SCHEDULE .'
NCDOT NO. 57 '
CRUSHED STONE.
D
0
6
J T
U)
0
SECTION
0
GRAVITY SEINER MANHOLE
Q
0260101
W
Q
Q
Cn
Q
0
�o
0
M
m� No. REVISIONS DATE BY
-0 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only
Q) for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without
o written authorization and adaptation by Kimley -Horn and Associates, Inc. shall be without liability to Kimley -Horn and
Associates, Inc.
FLOW CHANNEL
BENCH
--SST CLAMP
12" 1
FLAT TOP SLAB
CAST -IN MANHOLE
FRAME WITH COVER
SEE PLANS FOR TOP
ELEV
12" MIN
GRADE VARIES
SEE PLANS
SLOPE FINISHED
GRADE AWAY FROM
MANHOLE (ALL SIDES)
MANHOLE STEPS
AT 16" OC —
00or "00,
a! I
\ \
CRUSHED STONE BASE
8" THICK MIN
DOGHOUSE PRECAST MANHOLES
0260102
TYPICAL FLAT TOP MANHOLE
0260120
(8) 316 S::ST STEEL
BOLTS, 5/3"0
(EACH LOCATION,
TOP & BC °TTOM)
MASTIC SEALANT
INSIDE FA:.E OF
MANHOLE ';iVALL
SEAL =D MANHOLE
JOIN 7
COAT ALP_. COMPONENTS
WITH EPCI,,XY AFTER
ASSEM BL`
NOTE:
1_0CATED AT ALL
,;(DINTS
COUNTER BORE
1 3/8 "0
/_- 3/4 "0 BORE
1" MAX.
DEPTH
MANHOLE BOLTED JOINT CONNEC110N
0260123R
R = PIPE OD + 6" MIN
PLACE MH BASE SECTION
SUCH THAT IT IS EMBEDDED
4" MIN IN CONCRETE
FLOOR SLAB.
CLASS "A" CONCRETE SQUARE
SLAB, SIDE LENGTH 12"
GREATER THAN OUTSIDE
DIAMETER OF MANHOLE BASE.
#4 BARS AT 18" EACH WAY
NOTE: FILL ANNULAR SPACE BETWEEN
OUTSIDE OF PIPE AND MH WITH
CONCRETE OR MASONRY TO
INSURE WATERTIGHTNESS.
6 "X4 "X4" WIDE X 1/2"
316 SST. STEEL ANGLE
316 SST NUTS
AND WASHERS
z
ih
5/8 "0 316 SST.
STEEL BOLT
LENGTH AS REQ'D
___ R e. <t {Hl next
€D�tOAS,Prpylzled .fay f� PJAN t�nsiaitin4;, engineers ;: ' +�'WW.APRiANEN 1NEER"S_C0M —
I
IWI - -` NIELU
SEAL WRAP
-- MAN1dQi E:: RV ER
SECTION
MA�,Ik TOILE APPLICATION
ccastanr frame, riser- rings and, crane �eatiQri. Spray, primer to careers where
iin,o ,nors hcarddenin butyl rr#asttr,
f:' the' a i #• E $er' c i eal .dn the i utside " urfaae of the adjust ri erat ring area
nth caIt grae#a•rPris "Rrnar prttetive "taae and fal#,beak an to the trucfiure.
g a, .rubkar rarnrraa r, ftap fih "sstaing turf ace area:
e
It, ­. nd costing Is" clean, Attgph, rispe tlpn tab tQ manhole .lid rand, backfill
t alir� `8 sierras,• tree. " "1'' ad tit16hol Installation "instructions C0 .800 -4 8- 2054..
fn;} katacs E �rrS i4�a sa
, t E�"0 AUTHORITY 0 ,N�E i
t AX 7 3 ir,=4
rill" lo ""'A. ,. 532,09
April 1.,.,2 �)

V)
w
of
Z
J
STEEL POST
TOP STRAND
STAY WIRES
GALV WIRE FABRIC
AND FILTER FABRIC.
BURY TOE OF FILTER
FABRIC A MIN OF 8 "•
BOTTOM STRAND
GRADE LINE
�62
sc z
U
� NQ'
� � I
CV
3 1 1 1 1 --
io
�fi
_j L Y
Q
8' -0" MAX 8"
MIN
ELEVATION SECTION
Z
Q DETAIL NOTES:
1. EXTRA STRENGTH FILTER FABRIC (AS APPROVED BY ENG,NEER) WITH
6' -0" POST SPACING DOES NOT REQUIRE MESH SUPPOR- FENCE.
2. FILTER FABRIC SHALL BE WIRED DIRECTLY TO POST.
Q SILT FENCE
0227000
J
A
NCDOT /NCDENR APPROVED SILT SOCK DEVICE
ALTERNATIVE REQUIRED FOR OPEN THROAT
i INLETS IN ROADWAY PAVEMENT AREAS
co
a CURB INLET
U)
0
CL (CONTRACTOR SHALL SUBMIT DEVICE FOR
APPROVAL PRIOR TO USE AND INSTALL
PER MANUFACTURER RECOijiMENDATIONS)
i
6 NCDOT /NCDENR BASIN SILT MAT _TERNATIVE
REQUIRED FOR STANDARD CATCH .BASIN IN
cn CURB INLET ROADWAY PAVEMENT AREAS
0
0
V
0' 0
co
oI
6
3
0
CURB INLET
O
0
Z
Co
o z
N M
STAPLE IN PLACE
(3' SPACING MAX)
SYNTHETIC
LINING
VARIES FLOW
BURIED 6" MIN
LEVEL LIP OF SPREADER
SECTIONAL VIEW
NOTES:
y 1. MATTING SHOULD BE A MINIMUM OF 4' WIDE.
�l 2. ENSURE SPREADER LIP IS LEVEL.
3. CONSTRUCT 20 FT TRANSITION SECTION FROM
Q DIVERSION CHANNEL TO BLEND SMOOTHLY TO
X WIDTH AND DEPTH OF SPREADER.
Y WIRE SCREEN NCDOT #57 CONCRETE BLOCK
WASHED STONE LEVEL SPREADER
a OVERFLOW FILTERED WATER 227012
RUNOFF WATER
W /SEDIMENT L�==,
WIRE SCREEN
CURB INLET
2x4 WOOD STUDS
DETAIL NOTES:
1. ONLY APPROVED "SOFT TYPE' SOCK
CURB INLET SEDIMENT CONTROL DEVICES SHALL BE USED IN AREAS WITH
Q) VEHICULAR TRAFFIC.
E 0227002R
TOP OF BERM CARRY CLASS B STONE
UP SIDES OF SPILLWAY 12" 4 MIN
MIN MIN
Q
TOP ELEVATION OF STORMWATER NCDOT #57 WASHED STONE 18" MI
L) F�Qw \ 2 MAX 2 MAX cn °
Q w ��
CL 1 1
Q o
NOTE:
CLEAN BASIN WHEN (
CONTR OL STONE
CLASS B EROSION
1/2 FULL LENGTH (SEE SEDIMENT BASIN DATA) CONTROL
z SECTION THRU BASIN AND FILTER TYPE II SEPARATOR GEOTEXTILE
uj
� NOT TO SCALE
r—CARRY CLASS B STONE
UP SIDES OF SPILLWAY
iY
TEMPORARY SEDIMENT BASIN
0227004
i
In
m
No. REVISIONS DATE BY
0 This document, together with the concepts and designs presented herein, as an instrument of ser;?ce, is intended only
� for the specific purpose and client for which it was prepared. Reuse of and improper reliance on pis dacument without
o written authorization and adaptotion by Kimley —Horn and Associates, Inc. shall be without liability :o Kimley —Horn and
�L Associates, Inc.
ELEVA11ON
S -0" END
WIDTH —
IttL
/2" M
ARDW
CDOT
TONE
RADE
T MINI
GRADE BACK TO
EXISTING GRADE
4WIDTH OW
0 0
o w
z
o �
I
in
Nz
O
cot iTPI
z
M
0
I
tV
0 z
1
N
1.5' MIN.
o� –I I—
C, X
I a
N
FILTER CLOTH
CLASS B RIP —RAP
1.5"
12" OF NCDOT #5 OR
#57 WASHED STONE
�7 o XX
I
FLOW N
FILTER CLOTH 4' TO 6'
NOTE:: STONE CHECK DAMS ARE TO BE SPACED TO ASSURE THAT
THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE
TOE ELEVATION OF THE UPPER DAM.
STONE CHECK DAM
0227003
6' -0" MIN
DITCH
TEMPORARY
DIVERSION SURFACE FLOW DIVERSION
DITCH (TYP),, SEE NOTE
PLAN VIEW 5H:1V SIDE SLOPES
(STABILIZE W/ GRASS
AND STRAW NETTING)
15 51 L N
APPLICATION RATE
KENTUCKY
80 LBS AC.
KENBLUE
10 LBS AC.
RELIANT HARD FESCUE
10 LBS AC.
WEIR LENGTH
21" MIN
SMALL GRAIN STRAW
�oeaa
AGRI LIME
' 4 000 LBS. AC.
(4' -0" MIN)
i
1400 LBS AC.
10 -20 -20
500 LBS AC.
1,000 LBS AC.
18" MIN
J
wawa
CLASS B EROSION t
I
�aaaa
CONTROL STONE \\ SF
'�
a
1 I
1
NCDOT #57 A /P0
WASHED STONE / F(3'
t::TYPE
l
-0" MIN) (
II SEPARATOR l I ��BFipy/
J
GEOTEXTILE
SECTION THRU BERM AND FILTER
NOT TO SCALE
iY
TEMPORARY SEDIMENT BASIN
0227004
i
In
m
No. REVISIONS DATE BY
0 This document, together with the concepts and designs presented herein, as an instrument of ser;?ce, is intended only
� for the specific purpose and client for which it was prepared. Reuse of and improper reliance on pis dacument without
o written authorization and adaptotion by Kimley —Horn and Associates, Inc. shall be without liability :o Kimley —Horn and
�L Associates, Inc.
ELEVA11ON
S -0" END
WIDTH —
IttL
/2" M
ARDW
CDOT
TONE
RADE
T MINI
GRADE BACK TO
EXISTING GRADE
4WIDTH OW
0 0
o w
z
o �
I
in
Nz
O
cot iTPI
z
M
0
I
tV
0 z
1
N
1.5' MIN.
o� –I I—
C, X
I a
N
FILTER CLOTH
CLASS B RIP —RAP
1.5"
12" OF NCDOT #5 OR
#57 WASHED STONE
�7 o XX
I
FLOW N
FILTER CLOTH 4' TO 6'
NOTE:: STONE CHECK DAMS ARE TO BE SPACED TO ASSURE THAT
THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE
TOE ELEVATION OF THE UPPER DAM.
STONE CHECK DAM
0227003
6' -0" MIN
DITCH
TEMPORARY
DIVERSION SURFACE FLOW DIVERSION
DITCH (TYP),, SEE NOTE
PLAN VIEW 5H:1V SIDE SLOPES
(STABILIZE W/ GRASS
AND STRAW NETTING)
15 51 L N
i WN �1
FORM BERM WITH
EXCAVATED MATERIAL
EXISTING GRADE
2
1�
2
TEMPORARY DIVERSION SWPLE
0227009
UPSTREAM END OF STORM DRAIN
3/4" EXTERIOR PLYWOOD
' /z " IPE DIAMETER
NOTE: DIVERSIONS SHALL OUTLET TO A STONE
CHECK DAM OR SEDIMENT BASIN.
1 25' -0" MIN 1 /--EXISTING GRADE
5
CLASS A RIP RAP TYPE II GEOTEXTILE _
SEPARATOR
2
j1
TEMPORARY STREAM CROSSING (FORD)
0227019
TRENCH
F N I i ov i ivm yr ru avvv
END VIEW SECTION
PLYWOOD INLET PROTECTION
IV_ UPSTREAM END OF STORM DRAIN
7_STEEL FENCE POST, TYP
/,HARDWARE CLOTH
' I -NCDOT #5 WASHED STONE
�J �J FILTER ACROSS PIPE INLET
END VIEW SEE DETAIL 0227008
SECTION
STONE FILTER INLET PROTECTION
0227010
*
DAM
LD (DETERMINED BY ACTUAL FIELD CONDITIONS)
1/3 PIPE DIAMETER
GRADE
SECTION A
5'
NCDOT #57
STONE (1' THICK)
2
FLOW i
\ \
NCDOT CLASS 'A' _
STONE
5'Wx2'D KEYWAY
TYPE II GEOTEX11LE
SEPARATOR
* SEE SITE SECTION
GRADING PLAN
*
FLARED END SEC11ON WITH RIP —RAP APRON
0243300
*
:OTEXTILE SEPARATOR
NCDOT CLASS "A" STONE
NCDOT #57
ST".'_ /.
A
L
v
WASROAD
TEMPORARY GRAVEL CONSTRUCTION 12 "p�lE OR RAOAI LAST
ENTRANCE / EXIT ST
0257701R
NOTES:
1. A STABILIZED ENTRANCE PAD OF NCDOT #5 WASHED STONE OR RAILROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION
ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING TO
TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED
IMMEDIATELY.
5. MAINTENANCE REQUIREMENTS PER SECTION 6.06 OF NCDENR'S EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL.
3�
O
�L B
F
SECTION B
ROCK DAM
0227017
O
DITCH
STAPLES
,O
,O
SYNTHETIC
LINER
8
LS +8'
PLAN
OVERLAP NOTE: STAPLES TO BE SPACED AT
S -0" MAX IN ALL DIRECTIONS.
PERSPECTIVE PLAN VIEW
1°
SYNTHETIC LINER
SEE SPECS
N 1 �—
12-j
OVERLAP
TYP LINING STAPLES
SECTION —
DITCH EROSION RETENTION BLANKET
0227014
A
_ASS 'A'
OF
�O f ET, �R
\�
PROP �R 51? pR A
I/ 04IOHE
GRASS LINED CHANNEL (PERMANENT)
STRAW W/ NETTING (TEMPORARY)
3
TYPE 1
GRASS LINED CHANNEL (PERMANENT)
DITCH EROSION RETENTION BLANKET (TEMPORARY)
3
TYPE 2
STRAW W/ NETTING
� t
3
DITCH EROSION
RETENTION BLANKET,
SEE DETAIL 0227014
3
—CLASS A STONE LINING
12" (MIN)
TYPE II GEOTEXTILE
TYPE 3 SEPARATOR
TYPICAL DITCH DETAILS
(SEE DETAIL 0227021)
0227011
MAINTENANCE AND RESTORATION OF UNPAVED SURFACES TREATMENT SHALL BE USED TO HOLD THE MULCH IN
PLACE.
ALL GRASSED AND NATURAL AREAS (INCLUDING SHOULDERS OF
ROADS) DISTURBED DURING THE COURSE OF THE WORK SHALL SEEDED AREAS THAT FAIL TO ESTABLISH A VIGOROUS
BE RESEEDED. THE TOPSOIL SHALL BE REPLACED AND RAKED STAND OF GRASS ADEQUATE TO RESTRAIN
TO AN EVEN GRADE WITH ALL STONES, AND DEBRIS REMOVED. ACCELERATED EROSION SHALL BE RESEEDED AT THE
CONTRACTORS EXPENSE. THE CONTRACTOR SHALL
ALL GRASS, FERTILIZER AND MULCH APPLICATIONS SHALL BE NOT BE ELIGIBLE FOR FINAL PAYMENT UNTIL A
FURNISHED AND PLACED IN ACCORDANCE WITH THE FOLLOWING VIGOROUS STAND OF GRASS HAS BEEN ESTABLISHED
TABLE: FOR ALL DISTURBED AREAS.
ITEM
APPLICATION RATE
KENTUCKY
80 LBS AC.
KENBLUE
10 LBS AC.
RELIANT HARD FESCUE
10 LBS AC.
KOREAN OR KOBE LESPEDEZA'20
LBS AC.
SMALL GRAIN STRAW
�oeaa
AGRI LIME
' 4 000 LBS. AC.
FERTILIZER CHOOSE ONE
12 -24 -24
1400 LBS AC.
10 -20 -20
500 LBS AC.
5 -10 -10
1,000 LBS AC.
wawa
�aaaa
�aaaa.
i WN �1
FORM BERM WITH
EXCAVATED MATERIAL
EXISTING GRADE
2
1�
2
TEMPORARY DIVERSION SWPLE
0227009
UPSTREAM END OF STORM DRAIN
3/4" EXTERIOR PLYWOOD
' /z " IPE DIAMETER
NOTE: DIVERSIONS SHALL OUTLET TO A STONE
CHECK DAM OR SEDIMENT BASIN.
1 25' -0" MIN 1 /--EXISTING GRADE
5
CLASS A RIP RAP TYPE II GEOTEXTILE _
SEPARATOR
2
j1
TEMPORARY STREAM CROSSING (FORD)
0227019
TRENCH
F N I i ov i ivm yr ru avvv
END VIEW SECTION
PLYWOOD INLET PROTECTION
IV_ UPSTREAM END OF STORM DRAIN
7_STEEL FENCE POST, TYP
/,HARDWARE CLOTH
' I -NCDOT #5 WASHED STONE
�J �J FILTER ACROSS PIPE INLET
END VIEW SEE DETAIL 0227008
SECTION
STONE FILTER INLET PROTECTION
0227010
*
DAM
LD (DETERMINED BY ACTUAL FIELD CONDITIONS)
1/3 PIPE DIAMETER
GRADE
SECTION A
5'
NCDOT #57
STONE (1' THICK)
2
FLOW i
\ \
NCDOT CLASS 'A' _
STONE
5'Wx2'D KEYWAY
TYPE II GEOTEX11LE
SEPARATOR
* SEE SITE SECTION
GRADING PLAN
*
FLARED END SEC11ON WITH RIP —RAP APRON
0243300
*
:OTEXTILE SEPARATOR
NCDOT CLASS "A" STONE
NCDOT #57
ST".'_ /.
A
L
v
WASROAD
TEMPORARY GRAVEL CONSTRUCTION 12 "p�lE OR RAOAI LAST
ENTRANCE / EXIT ST
0257701R
NOTES:
1. A STABILIZED ENTRANCE PAD OF NCDOT #5 WASHED STONE OR RAILROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION
ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING TO
TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED
IMMEDIATELY.
5. MAINTENANCE REQUIREMENTS PER SECTION 6.06 OF NCDENR'S EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL.
3�
O
�L B
F
SECTION B
ROCK DAM
0227017
O
DITCH
STAPLES
,O
,O
SYNTHETIC
LINER
8
LS +8'
PLAN
OVERLAP NOTE: STAPLES TO BE SPACED AT
S -0" MAX IN ALL DIRECTIONS.
PERSPECTIVE PLAN VIEW
1°
SYNTHETIC LINER
SEE SPECS
N 1 �—
12-j
OVERLAP
TYP LINING STAPLES
SECTION —
DITCH EROSION RETENTION BLANKET
0227014
A
_ASS 'A'
OF
�O f ET, �R
\�
PROP �R 51? pR A
I/ 04IOHE
GRASS LINED CHANNEL (PERMANENT)
STRAW W/ NETTING (TEMPORARY)
3
TYPE 1
GRASS LINED CHANNEL (PERMANENT)
DITCH EROSION RETENTION BLANKET (TEMPORARY)
3
TYPE 2
STRAW W/ NETTING
� t
3
DITCH EROSION
RETENTION BLANKET,
SEE DETAIL 0227014
3
—CLASS A STONE LINING
12" (MIN)
TYPE II GEOTEXTILE
TYPE 3 SEPARATOR
TYPICAL DITCH DETAILS
(SEE DETAIL 0227021)
0227011
MAINTENANCE AND RESTORATION OF UNPAVED SURFACES TREATMENT SHALL BE USED TO HOLD THE MULCH IN
PLACE.
ALL GRASSED AND NATURAL AREAS (INCLUDING SHOULDERS OF
ROADS) DISTURBED DURING THE COURSE OF THE WORK SHALL SEEDED AREAS THAT FAIL TO ESTABLISH A VIGOROUS
BE RESEEDED. THE TOPSOIL SHALL BE REPLACED AND RAKED STAND OF GRASS ADEQUATE TO RESTRAIN
TO AN EVEN GRADE WITH ALL STONES, AND DEBRIS REMOVED. ACCELERATED EROSION SHALL BE RESEEDED AT THE
CONTRACTORS EXPENSE. THE CONTRACTOR SHALL
ALL GRASS, FERTILIZER AND MULCH APPLICATIONS SHALL BE NOT BE ELIGIBLE FOR FINAL PAYMENT UNTIL A
FURNISHED AND PLACED IN ACCORDANCE WITH THE FOLLOWING VIGOROUS STAND OF GRASS HAS BEEN ESTABLISHED
TABLE: FOR ALL DISTURBED AREAS.
ITEM
APPLICATION RATE
KENTUCKY
80 LBS AC.
KENBLUE
10 LBS AC.
RELIANT HARD FESCUE
10 LBS AC.
KOREAN OR KOBE LESPEDEZA'20
LBS AC.
SMALL GRAIN STRAW
' 4 000 LBS. AC
AGRI LIME
' 4 000 LBS. AC.
FERTILIZER CHOOSE ONE
12 -24 -24
1400 LBS AC.
10 -20 -20
500 LBS AC.
5 -10 -10
1,000 LBS AC.
THE SEASON FOR GRASS SEEDING SHALL BE FROM
MARCH 1 TO JUNE 1, AND FROM SEPTEMBER 1 TO
DECEMBER 15. RYE GRAIN SHALL BE ADDED TO THE
SEED MIXTURE AT A MINIMUM RATE OF 25
POUNDS /ACRE FOR THE PERIOD FROM NOVEMBER
THROUGH FEBRUARY AND MILLET OR SUDAN SHALL BE
ADDED TO THE SEED MIXTURE AT A MINIMUM RATE OF
35 POUNDS /ACRE FOR THE PERIOD FROM JULY
THROUGH AUGUST. IN ADDITION, THE APPLICATION
RATE FOR EMULSIFIED ASPHALT TACK SHOULD BE
SPECIFIED AT ABOUT 250 GAL. /ACRE. SEEDED AREAS
THAT FAIL TO ESTABLISH A VIGOROUS STRAND OF
GRASS ADEQUATE TO RESTRAIN EROSION SHALL BE
PROMPTLY RESEEDED AT THE CONTRACTOR'S EXPENSE.
SEEDING AT ANY OTHER TIME MUST BE REQUESTED IN
WRITING AND APPROVED BY THE ENGINEER.
AFTER SEEDING, THE AREA SHALL BE ROLLED AND MULCHED SEE SPECIFICATION SECTION 9 FOR MAINTENANCE
WITH FINE GRAIN STRAW AT THE APPLICATION RATE SPECIFIED. REQUIREMENTS.
AN ASPHALTIC TACK COAT, OR EQUAL.