20131223 Ver 1_Site Plan_20131125

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NORTH A " • LINA LAND QUALITY,
EROSION CONTROL NOTES
REVISION DAOCTOBER,
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY
SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK.
1. PRIOR TO BEGINNING WORK ON THE PROJECT THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY OF THE
"EROSION AND SEDIMENT CONTROL APPROVAL" FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES, DIVISION OF LAND QUALITY, OR THE LOCAL AUTHORIZED PROGRAM. THE APPROVAL NOTICE
MUST BE AVAILABLE ON -SITE DURING ALL GRADING AND CONSTRUCTION ACTIV' TES.
2. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECT ON.
3. - NO WORK SHALL BE PERFORMED IN STREAM FROM OCTOBER 15 TO APRIL 15 (TO ACCOMMODATE COE AND DWQ
RECOMMENDATIONS CONCERNING WORK IN TROUT WATERS.)
4. - CONTRACTOR IS TO PLACE PERMANENT STAKES MARKING CLEARLY THE 25' BUFFER FOR STREAMS WHERE SHOWN
ON THE PLANS AND THE MARKERS ARE TO BE VISIBLE AT ALL TIMES DURING CONSTRUCTION.
5. - OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON -SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY
SECTION.
6. - CONSTRUCTION SHALL BE LIMITED TO 2000' OF CONTIGUOUS ROAD CORRIDOR UNTIL ALL CUTS, FILLS, AND DITCHES
ARE STABILIZED FOR THAT 2000' SECTION. UPON STABILIZATION OF THAT SECTION ANOTHER 2000' SECTION CAN
BE CONSTRUCTED AND STABILIZED.
7. - ALL STREAM CROSSINGS AND PERENNIAL STREAMS WILL BE ALIGNED WITH THE NATURAL STREAM PATTERNS ABOVE
AND BELOW THE PROPOSED ROAD. ARCH CULVERTS WILL BE USED AND FOOTERS WILL BE CONSTRUCTED IN
UNDISTURBED BANKS AWAY FROM THE STREAM FLOW.
8. - PROCEED WITH GRADING, CLEARING AND GRUBBING. NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS ALLOWED
UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN.
9. - SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROCK IMMEDIATELY
UPON COMPLETION OF SLOPE STABILIZATION.
10. - ALL TEMPORARY STREAM AND CREEK CROSSINGS FOR EQUIPMENT DURING CONSTRUCTION SHALL BE MADE USING
TEMPORARY BRIDGES. NO STREAM BANK OR STREAM BED DISTURBANCE SHALL BE ALLOWED FOR EQUIPMENT
CROSSINGS.
11. - SEED AND MULCH DENUDED AREA WITHIN 15 DAYS AFTER FINISHED GRADE ARE ESTABLISHED. SEED AND SOIL
AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE. STRAW MULCH
SHALL BE TACKED WITH TACKING AGENT APPLIED BY HYDROSEEDER.
LIME 4,000 LBS
FERTILIZER (10- 10 -10) 1,000 LBS
KY -31 FESCUE (POA PRATENSIS) 100 LBS
STRAW MULCH 60 -80 BALES
FOR SUMMER SEEDING ADD TO THE ABOVE:
GERMAN MILLET (SETARIA ITALICA) 40 LBS
SMALL- STEMMED SUDAN GRASS (SORGHUM BICOLOR) 50 LBS
FOR WINTER SEEDING ADD TO THE ABOVE:
RYE GRAIN (SECASE CEREALE) 120 LBS
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF 1,000 LBS
PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED ETC.., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
ESTABLISHED OVER ALL DISTURBED AREAS.
FOR ALL SLOPES 2.1 OR STEEPER ADD TO THE ABQVE,
PURE LIVE SEED SWITCHGRASS 4 LBS
SERICEA LESPEDEZA 2 LBS
BROWNTOP MILLET OR PEARL MILLET (PENNISETUM GLAUCUM) a LBS
GRAIN SORGHUM (SORGHUM BICOLOR (L.) MOENCH SSP. BICOLOR) 2 LBS
ALL SLOPES 2.1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL ?MATTING.
NATIVE SEEDING:
THE CORRECT SEEDBED pH IS 5.5 TO 6.5.
APPLY ZERO NITROGEN AT PLANTING.
INCORPORATE SOIL AMENDMENTS INTO TOPSOIL /ROOT ZONE KOBE SEEDING..
FIRM SEEDBED BEFORE SEEDING (TRAVEL WITH DOZER CLEATS).
SEEDING DEPTH FOR ALL NATIVE SSP. EXCEPT E.GAMAGRASS (TRIPSACUM DACTYBIDES) NEED TO BE 1/4- - 1/2-.
GREATER DEPTHS CAUSE HIGH SEED MORTALITY.
SPECIALIZED SEEDING IMPLEMENTS ARE REQUIRED. SEED MIXES AND RATES TO MATCH SEEDER USED. A NO -TILL,
DROP SEEDER OR BROADCASTER WITH PRECISION METERING TO CONTROL SMALL SEED FLOW AND PICKER WHEEL
AGITATORS TO HANDLE FLUFFY SEED ARE BEST SUITED FOR NATIVE SEED.
NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION
SEEDING FOR STREAM OR RIVERBANK STABILIZATION SHALL BE A MIXTURE OF NATIVE GRASSES, PLANTS AND
TREES. NATIVE PLANT MIX SHALL INCLUDE THE FOLLOWING:
GRASSES - BIG BLUESTEM (ANDROPOGAN GERARDII), INDIAN GRASS (SQRGASTRUM NUTANS), LITTLE BLUESTEM
(SCHIZACHYRIUM H
AUGUST THRU LL
MAY - GREENRYE (SECALE CEREA) S (PANICUM VIRGATUM }. 25 LBS /ACRE EACH
MAY 1 THRU AUGUST - MILLET (PENNISETUM GLLAUCUM) 25 LBS /ACRE EACH
TREES - SILKY DOGWOOD (CORNUS AMONUM), SILKY WILLOW (SALIX SERICEA), HAZEL ALDER (ALMUS SERRULATA)
AND ELDERBERRY (SAMBUEUS CANADENSIS)
NATIVE PLANT MIX VARIATIONS SHALL BE APPROVED BY ENGINEER.
NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK.
NPDES PERMITS - NOTE -FOR PROJECTS REQUIRING NPDES PERMITS, THE
FOLLOWING STABILIZATION SCHEDULE SHALL APPLY:
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TTMEFRAME
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES
7 DAYS
NONE
DITCHES AND SLOPES
RBF
REBAR FOUND
HIGH QUALITY WATER
7 DAYS
NONE
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7 DAYS
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CONTROL POINT /NAIL SET GPS
7 -DAYS FOR SLOPES GREATER
SLOPES 3:1 OR FLATTER
14 DAYS
THAN 50 FEET IN LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE (EXCEPT FOR PERIMETERS
SLOPES FLATTER THAN 4:1
AND HOW ZONES)
12. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
13. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
14. - REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
NOTES GENERAL SEWER
REVISION DATE - NOVEMBER 19, 2010
1. ALL CONSTRUCTION OUTSIDE RIGHTS -OF -WAY SHALL TAKE PLACE '',MTHIN THE PERMANENT AND TEMPORARY
ACCESS EASEMENTS SHOWN.
2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE ORIGINAL SITE,
OR AS NOTED.
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE OIN'LY. EXACT LOCATIONS ARE TO BE VERIFIED IN
THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION, CONTRACTOR MUST NOTIFY
EXISTING UTILITY OWNERS. CALL 811 BEFORE YOU DIG.
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO TI7E RULES OF THE STATE OF NORTH CAROLINA.
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTF'0L RUNOFF FROM THE CONSTRUCTION SITE.
CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE TO POLLUTION CREATED DURING
CONSTRUCTION.
6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY REGULATIONS PERTAINING TO
CONSTRUCTION OPERATIONS.
7. SEWER FORCE MAINS AND WATER LINES SHALL HAVE 3' -0" MINIMLM COVER UNLESS OTHERWISE SHOWN ON THE
DRAWINGS.
8. WATER AND SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL, SEPARATION OR A MINIMUM 18" VERTICAL
SEPARATION WITH THE WATER OVER SEWER, OR BOTH WATER AND SEWER LINES SHALL BE DUCTILE IRON PIPE
10' EITHER SIDE OF THE CROSSING.
9. SEWER AND STORM SEWER LINES SHALL HAVE A MINIMUM 24" VEF' -.nCAL SEPARATION UNLESS OTHERWISE NOTED.
10. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
11. UNLESS OTHERWISE NOTED, ALL BURIED PIPE SHALL BE INSTALLED WITH PUSH -ON JOINTS AND EXPOSED PIPING
SHALL BE FLANGED JOINT.
12. LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS.
13. SITE TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY SURVEYOR NOTED ON PLANS.
14. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 r�'OURS PRIOR TO ANY ROAD BEING CLOSED
FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO LOCAL NEWSPAPER, RADIO STATION, FIRE DEPARTMENT,
COUNTY SHERIFF'S DEPARTMENT, AMBULANCE, AND COUNTY EMERG31 NCY AGENCY. ALL TRAFFIC CONTROL SHALL
CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
15. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED ' UTILITIES HAVE BEEN LOCATED AND 24
HOURS PRIOR TO CONSTRUCTION.
16. LOCATIONS SHOWN FOR SANITARY SEWER SERVICES ARE ASSUMED,. COORDINATE LOCA11ONS OF ALL PROPOSED
SEWER SERVICE CONNECTIONS WITH PROPERTY OWNER PRIOR TO CONSTRUCTION.
17. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED MANHOLE TOP Ei EVATIONS AND EXISTING MANHOLE INVERTS
PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL ADJUST ALL
PROPOSED SEWER STRUCTURES TO MATCH FINISHED PAVEMENT ELEVATIONS. COSTS OF RAISING STRUCTURES
SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK ON THE PROJECT.
18. MANHOLES AND CASTINGS SHALL MEET THE REQUIREMENTS OF OWNER AS WELL AS THE PROJECT
SPECIFICATIONS.
19. 4" SANITARY SEWER SERVICE LINES SHALL BE INSTALLED AT 2.= MINIMUM SLOPE AND SHALL BE DUCTILE IRON
IN PAVED AREAS.
20. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED' WITH LIKE MATERIALS IN A WORKMANLIKE
MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES AT THE CONTRACTOR'S
EXPENSE.
21. CONTRACTOR SHALL FIELD LOCATE ALL BURIED TELEPHONE LINE IN CONFLICT WITH THE PROPOSED UTILITY LINE.
WHERE NECESSARY, EXISTING BURIED TELEPHONE LINE SHALL BE TEMPORARILY MOVED DURING CONSTRUCTION OF
THE PROPOSED UTILITY LINE AND RE -LAID AT NO ADDITIONAL COST TO THE OWNER.
22. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION AND SHALL
REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA DEPAcRTMENT OF TRANSPORTATION. NO OPEN CUTS
OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE SPECIFIC
PERMISSION IS GRANTED BY THE NORTH CAROLINA DEPARTMENT 07- TRANSPORTATION. SAND OR A SIMILAR
MATERIAL APPROVED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED ON THE
ROAD TO AID IN THE CLEAN UP AFTER CONSTRUCTION. A MINIMUM OF 2" OF SAND SHALL BE PLACED ON THE
ROAD PRIOR TO STOCKPILING SPOIL MATERIAL ON THE ROAD SURF:ACE TO FACILITATE CLEANUP.
SEWER LIMO 120' PERMANENT EASEMENT
10' TEMPORARY EASEMENT
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ROCK PIPE r r • •
NOTE: UNLESS OTHERWISE NOTED, THE PERMANENT SEWER LINE EASEMENT SHALL BE 10.0' EITHER
SIDE OF SEWER LINE FOR A TOTA.,Ll PERMANENT EASEMENT WIDTH OF 20'. AN ADDITIONAL 10' ON
ONE SIDE OF THE PERMANENT EASEMENT SHALL BE TEMPORARY CONSTRUCTION EASEMENT UNLESS
OTHERWISE NOTED.
° TELEPHONE PEDESTAL
TEMPORARY EXC. DROP INLET, PROTECTION ELECTRIC PEDESTAL
° CABLE TV PEDESTAL
TEMPORARY SILT FENCE SIGN
UNDERGROUND CABLE TV SIGN
UNDERGROUND FIBER OPTIC CABLE SIGN
UNDERGROUND TELEPHONE CABLE SIGN
WATTLE BARRIER (ASPHALT AREAS) UNDERGROUND GAS LINE SIGN
UNDERGROUND ELECTRIC LINE SIGN
LIGHT POLE
UTILITY POLE
V GUY WIRE ANCHOR
0 MANHOLE
0 SANITARY SEWER MANHOLE
0 STORM DRAIN MANHOLE
0 COMMUNICATION MANHOLE
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(D C.o. SEWER CLEAN -OUT
O E -SS ELECTRIC SERVICE STUB -OUT
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CURB INLET
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FINISHED FLOOR ELEVATION
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FENCE
CI C- SILT FENCE
GUARD RAIL
- - - - -s- - - - -s-- APPROXIMATE LOCATION OF
EXISTING SEWER LINES
APPROXIMATE LOCATION OF
EXISTING WATER LINES
- - - - - c- - - - - c- APPROXIMATE LOCATION OF
EXSTING GAS LINES
i i i i i E i t i I I I i i i TOP & TOE LINES
--- D�----- OL--- - -DL -- DITCH LINES
- -- - - - CTV- - - - - CTV- APPROXIMATE LOCATION OF
UN "DERGROUND CABLE TV LINE
ATV__ APPROXIMATE LOCATION OF
OVERHEAD CABLE TV LINE
- - - - - FOC - --•- - - - FOC - APPROXIMATE LOCATION OF
UNDERGROUND FIBER OPTIC CABLE LINE
- - - ^ E- ®- - - E- APPROXIMATE LOCATION OF
UNDERGROUND ELECTRIC LINE
- E- E APPROXIMATE LOCATION OF
OVERHEAD ELECTRIC LINE
- - - - - T- - - - - T-- APPROXIMATE LOCATION OF
UNDERGROUND TELEPHONE LINES
T T APPROXIMATE LOCATION OF
OVERHEAD TELEPHONE LINES
- - - -- ROW - - -- -ROW- RIGHT -OF -WAY
TREELINE
'3 O O O C) O C) C) C) SHRUBLINE
- - - PROPERTY LINE NOT SURVEYED
ROCKLINE
-.. - - - STREAM LINE
CEIITERLINE ROADS
CENTERLINE OTHER THAN ROADS
SWAMPLINE /WETLANDS
IPS IRON PIN SET
RBF REBAR FOUND
OTIPF OPEN TOP IRON PIN FOUND
CTIPF CR UPED TOP IRON PIN FOUND
CMU CONCRETE MASONRY UNIT
R/W RICIHT OF WAY
CL CENTERLINE
C CURVE (SEE CURVE TABLE)
POB POINT OF BEGINNING
CP CALCULATED POINT
PB PLAT BOOK
DB DEED BOOK
L LINE (SEE LINE TABLE)
BLDG BUILDING
CIP CAST IRON PIPE
CMP CORRUGATED METAL PIPE
CONC CCdCRETE
CMU CONCRETE MASONRY UNIT
CPP CORRUGATED PLASTIC PIPE
DIP DUCTILE IRON PIPE
E &T ELECTRIC & TELEPHONE
FOC FIBER OPTIC CABLE
GIP GALVANIZED IRON PIPE
0/H OVERHEAD
RCP RENFORCED CONCRETE PIPE
U/G UNDERGROUND
SURVEY INFORMATION PROVIDED BY: VCP VITRIFIED CLAY PIPE
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FFE FINISHED FLOOR ELEVATION
PG PAGE
REF REFERENCE
.A S S 0 C✓ I .A `I' E S DOT DEPARTMENT OF TRANSPORTATION
55 BROAD STREET ASHEVILLE, NC 28806 PM(828 ) 252 -0575 NGS NATIONAL GEODETIC SYRVEY
NC BOARD OF EXAMINERS CORPORATE LICENSE NO. C -0459 NCSP NORTH CAROLINA STATE PLANE
NO. I DATE I BY
REVISION DESCRIPTION .
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1. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCA11ONS ARE TO BE VERIFIED IN THE
PR 1, 50 0 2 50 100 150 FIELD BY THE CONTRACTOR.
FILL EXISTING 8" PIP 18" PIPE & 2. CONTRACTOR SHALL REMOVE AND REPLACE ROADWAY SIGNS AND MAILBOXES AS NECESSARY TO INSTALL PROPOSED
ENCASEMIE T UNDER B (.,`DING AND AD UTILITY LINE. CONTRACTOR SHALL COORDINATE SIGN REMOVAL AND REPLACEMENT WITH THE ROADWAY AUTHORITY.
WITH 500 P FLOWABLE FILL. PL GRAPHIC SCALE 1 INCH - SQ FEET 3. CONTRACTOR SHALL COORDINATE WORK IN THE PROXIWI TY OF UTILITY POLES WITH APPROPRIATE UTILITY COMPANIES.
EXISTING MANHOLE LINES WI 300 PSI 4. CONTRACTOR SHALL PLACE A 2" LAYER OF SAND ON ALL ASPHALT OR CONCRETE SURFACES PRIOR TO PLACING
EXCAVATED MATERIAL.
CONCRETE AND A NDON IN PL CE. / 5. CONTRACTOR SHAH CONTACT ALL UTILITY PROVIDERS CONCERNING EXACT LOCATION OF EXISTING LINES PRIOR TO
/ CONSTRUCTION. IF EXISTING UTILITY CABLES ARE ENCOUNTERED IN CONFLICT WITH PROPOSED UTILITY LINE, CONTRACTOR
SHALL STRIP OUT EXISTING CABLES, INSTALL PROPOSED UTILITY LINE, & RE- INSTALL EXISTING UTILITY CABLES.
6. FLOODPLAIN INFORMATION FROM NORTH CAROLINA FLOODPLAIN MAPPING PROGRAM
PROPOSED MANHOLE W/ WATERTIGHT LID 7. ALL SEWER SERVICES SHALL BE FIELD LOCATED BY THE CONTRACTOR AND CONNECTED TO THE NEW SEWER LINE WITH
SEWER TAPS PER DETAILS. CLEANOUTS SHALL BE PLACED AT EDGE OF EASEMENT. COORDINATE WITH CITY OF SHELBY
STA. 13+14.17 LINE 1 FOR LOCATION OF EXISTING SERVICES.
No 571074.71 8. STA 13 +10 TO STA 13 +58 PIPING SHALL BE BEDDED IN 4" MINIMUM WASHED STONE, BACKFILL AND TRENCH WIDTH PER
STANDARD DETAIL.
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PR 1, 50 0 2 50 100 150 FIELD BY THE CONTRACTOR.
FILL EXISTING 8" PIP 18" PIPE & 2. CONTRACTOR SHALL REMOVE AND REPLACE ROADWAY SIGNS AND MAILBOXES AS NECESSARY TO INSTALL PROPOSED
ENCASEMIE T UNDER B (.,`DING AND AD UTILITY LINE. CONTRACTOR SHALL COORDINATE SIGN REMOVAL AND REPLACEMENT WITH THE ROADWAY AUTHORITY.
WITH 500 P FLOWABLE FILL. PL GRAPHIC SCALE 1 INCH - SQ FEET 3. CONTRACTOR SHALL COORDINATE WORK IN THE PROXIWI TY OF UTILITY POLES WITH APPROPRIATE UTILITY COMPANIES.
EXISTING MANHOLE LINES WI 300 PSI 4. CONTRACTOR SHALL PLACE A 2" LAYER OF SAND ON ALL ASPHALT OR CONCRETE SURFACES PRIOR TO PLACING
EXCAVATED MATERIAL.
CONCRETE AND A NDON IN PL CE. / 5. CONTRACTOR SHAH CONTACT ALL UTILITY PROVIDERS CONCERNING EXACT LOCATION OF EXISTING LINES PRIOR TO
/ CONSTRUCTION. IF EXISTING UTILITY CABLES ARE ENCOUNTERED IN CONFLICT WITH PROPOSED UTILITY LINE, CONTRACTOR
SHALL STRIP OUT EXISTING CABLES, INSTALL PROPOSED UTILITY LINE, & RE- INSTALL EXISTING UTILITY CABLES.
6. FLOODPLAIN INFORMATION FROM NORTH CAROLINA FLOODPLAIN MAPPING PROGRAM
PROPOSED MANHOLE W/ WATERTIGHT LID 7. ALL SEWER SERVICES SHALL BE FIELD LOCATED BY THE CONTRACTOR AND CONNECTED TO THE NEW SEWER LINE WITH
SEWER TAPS PER DETAILS. CLEANOUTS SHALL BE PLACED AT EDGE OF EASEMENT. COORDINATE WITH CITY OF SHELBY
STA. 13+14.17 LINE 1 FOR LOCATION OF EXISTING SERVICES.
No 571074.71 8. STA 13 +10 TO STA 13 +58 PIPING SHALL BE BEDDED IN 4" MINIMUM WASHED STONE, BACKFILL AND TRENCH WIDTH PER
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\ $ II 11111111 x �.
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1111 SHELBY ADMINISTRATIVE UNIT
\ \� II 1111 Ilf(l l zx,.m PARCEL NO.:51566
PROPOSED 111f IIII Iljl l t ' SANITARY SEWER MANHOLE
SELECT BACKFILL OVER PIPE TO tt�ttitt t�\ TOP EL 76''12'
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MAINTAIN MIN. 12" COVER OVER ��� \�1 ` 10 TEMPORARY
EASEMENT PROPOSED REPLACE
SEWER LINE. GRAD TO DRAIN,
SOW GRASS AND MULCH \� \ \ \ \\ c� SANITARY SEWER MANHOLE EXISTING MANHOLE
PER DETAILS. \ \ \ \\ i TOP EL- 758.66' � \ \ \ \\ \ 18' DIP IN I.F- :745.62' STA. 48 +64.20
18" DIP OUT LE.:745.42' N :563880.54
E: 1.243690.65
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EASEMENT t\ \�;r DEMOLISH AND ABANDON MANHOLES
PER DETAIL AFTER NEW SEWER LINE
t t�\ 1\\\ �\ i -� °F IS COMPLETE AND ACCEPTED BY
OWNER AND ENGINEER (TYP)
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STA. 42 +22.51 EXISTING 24 DIP TO REM i
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STA. 44 +21.22
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NOTE: NEW SEWER LINE DOWNSTREAM OF THIS MANHOLE T8M RRS
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THE OWNER AND ENGINEER BEFORE PROCEEDING TO SANITARY SEWER MANHOLE SANITARY SEWER M !H0
PROVIDE TEMPORARY PUMPING OR PIPING OPTIONS TOP DIP IN i.E.' '� TOP EL- IN I.E.'
18° DIP IN i.E.:745.83' 24' DIP IN t.E.:746.4ii'
( 18" DIP OUT 1,E.:745.62' 18° DIP OUT i.E:746,:29'
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SHELBY ADMINISTRATIVE UNIT
PARCEL NO.:51566
126.23 LF 24" DIP
PROPOSED MANHOLE
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N: 564182.73
E: 1243615.88
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FLOODPLAIN INFORMATION FROM NORTH CAROLINA FLOODPLAIN MAPPING PROGRAM.
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ALL SEWER SERVICES SHALL BE FIELD LOCATED BY THE CONTRACTOR AND CONNECTED TO THE NEW SEWER LINE WITH
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PROPOSED MANHOLE, 53+92.03 / SD" CMP (WASHED OUT)
° �� SANITARY SEWER MANHOLE I.E.:735.18' CAPITOL FUNDS INC
STA. 53 +06.70 54387.10 / /�(� TOP EL: 755.32' 18' LONG PARCEL NO.:22825 1
18" DIP IN I E • 749 83'
N° 564308.21 ''43662.12 20 PERMANENT / /� 1 18" DIP OUT I.E.: 749.73'
EASEMENT SANITARY SEWER MANHOLE �y�1ii " ► ►/ ►� /,
E :1243629.59 j/ ( / TOP EL:7IN IE / 754 41'
S -1ELBY ADMINISTRATIVE UNIT / az" DIPOlN LE. 750.28' Fill I
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PROPOSED MANHOLE / ri �` PROPOSED �''� 1 -�° "N�`;�c�
A/ NOT RELEASED FOR STA. 55 +51.99 / r� PROPOSED MANHOLE ABANDON SEWER LINE W GRA / E �'� •��p� oo ° °
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_ -- ---_ r SANITARY SEWE MANHOLE FIELD BY THE CONTRACTOR.
® i \ TOP EL' 754.1 2. CONTRACTOR SHALL REMOVE AND REPLACE ROADWAY SIGNS AND MAILBOXES AS NECESSARY TO INSTALL PROPOSED
! p _ S ' 1gr 18" DIP IN .E.:748.99' UTILITY LINE. CONTRACTOR SHALL COORDINATE SIGN REMOVAL AND REPLACEMENT WITH THE NCDOT.
18" DIP I.E.:748.83' 3. CONTRACTOR SHALL COORDINATE WORK IN THE PROXIMITY OF UTILITY POLES WITH APPROPRIATE UTILITY COMPANIES.
4. CONTRACTOR SHALL PLACE A 2" LAYER OF SAND ON ALL ASPHALT OR CONCRETE SURFACES PRIOR TO PLACING
//-- SANITARY SEWER MANHOLE PROPOSED EXCAVATED MATERIAL.
TOP Et 754.69' 5. CONTRACTOR SHALL CONTACT ALL UTILITY PROVIDERS CONCERNING EXACT LOCATION OF EXISTING LINES PRIOR TO
18" DIP IN t.E.:748.75' SILT FENCE PER DETAIL (TYP) CONSTRUCTION. IF EXISTING UTILITY CABLES ARE ENCOUNTERED IN CONFLICT WITH PROPOSED UTILITY. LINE, CONTRACTOR
18" DIP OUT LE.. 748.61'
l CABLES, INSTALL PROPOSED UIIUTY LINE, & RE— INSTALL EXISTING UTILITY CABLES.
� SHALL STRIP OUT EXISTING GAB
! SANiTAR1 SEWER MANHOLE �ANI7ARY SEWER MANHOLE 6. FLOODPLAIN INFORMATION FROM NORTH CAROLINA FLOODPLAIN MAPPING PROGRAM.
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P-- PROPOSED MANHOLE
PROPOSED MANHOLE, 53+92.03 / SD" CMP (WASHED OUT)
° �� SANITARY SEWER MANHOLE I.E.:735.18' CAPITOL FUNDS INC
STA. 53 +06.70 54387.10 / /�(� TOP EL: 755.32' 18' LONG PARCEL NO.:22825 1
18" DIP IN I E • 749 83'
N° 564308.21 ''43662.12 20 PERMANENT / /� 1 18" DIP OUT I.E.: 749.73'
EASEMENT SANITARY SEWER MANHOLE �y�1ii " ► ►/ ►� /,
E :1243629.59 j/ ( / TOP EL:7IN IE / 754 41'
S -1ELBY ADMINISTRATIVE UNIT / az" DIPOlN LE. 750.28' Fill I
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PROPOSED MANHOLE / ri �` PROPOSED �''� 1 -�° "N�`;�c�
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! p _ S ' 1gr 18" DIP IN .E.:748.99' UTILITY LINE. CONTRACTOR SHALL COORDINATE SIGN REMOVAL AND REPLACEMENT WITH THE NCDOT.
18" DIP I.E.:748.83' 3. CONTRACTOR SHALL COORDINATE WORK IN THE PROXIMITY OF UTILITY POLES WITH APPROPRIATE UTILITY COMPANIES.
4. CONTRACTOR SHALL PLACE A 2" LAYER OF SAND ON ALL ASPHALT OR CONCRETE SURFACES PRIOR TO PLACING
//-- SANITARY SEWER MANHOLE PROPOSED EXCAVATED MATERIAL.
TOP Et 754.69' 5. CONTRACTOR SHALL CONTACT ALL UTILITY PROVIDERS CONCERNING EXACT LOCATION OF EXISTING LINES PRIOR TO
18" DIP IN t.E.:748.75' SILT FENCE PER DETAIL (TYP) CONSTRUCTION. IF EXISTING UTILITY CABLES ARE ENCOUNTERED IN CONFLICT WITH PROPOSED UTILITY. LINE, CONTRACTOR
18" DIP OUT LE.. 748.61'
l CABLES, INSTALL PROPOSED UIIUTY LINE, & RE— INSTALL EXISTING UTILITY CABLES.
� SHALL STRIP OUT EXISTING GAB
! SANiTAR1 SEWER MANHOLE �ANI7ARY SEWER MANHOLE 6. FLOODPLAIN INFORMATION FROM NORTH CAROLINA FLOODPLAIN MAPPING PROGRAM.
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PROPOSED MANHOLE, 53+92.03 / SD" CMP (WASHED OUT)
° �� SANITARY SEWER MANHOLE I.E.:735.18' CAPITOL FUNDS INC
STA. 53 +06.70 54387.10 / /�(� TOP EL: 755.32' 18' LONG PARCEL NO.:22825 1
18" DIP IN I E • 749 83'
N° 564308.21 ''43662.12 20 PERMANENT / /� 1 18" DIP OUT I.E.: 749.73'
EASEMENT SANITARY SEWER MANHOLE �y�1ii " ► ►/ ►� /,
E :1243629.59 j/ ( / TOP EL:7IN IE / 754 41'
S -1ELBY ADMINISTRATIVE UNIT / az" DIPOlN LE. 750.28' Fill I
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PROPOSED MANHOLE / ri �` PROPOSED �''� 1 -�° "N�`;�c�
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! p _ S ' 1gr 18" DIP IN .E.:748.99' UTILITY LINE. CONTRACTOR SHALL COORDINATE SIGN REMOVAL AND REPLACEMENT WITH THE NCDOT.
18" DIP I.E.:748.83' 3. CONTRACTOR SHALL COORDINATE WORK IN THE PROXIMITY OF UTILITY POLES WITH APPROPRIATE UTILITY COMPANIES.
4. CONTRACTOR SHALL PLACE A 2" LAYER OF SAND ON ALL ASPHALT OR CONCRETE SURFACES PRIOR TO PLACING
//-- SANITARY SEWER MANHOLE PROPOSED EXCAVATED MATERIAL.
TOP Et 754.69' 5. CONTRACTOR SHALL CONTACT ALL UTILITY PROVIDERS CONCERNING EXACT LOCATION OF EXISTING LINES PRIOR TO
18" DIP IN t.E.:748.75' SILT FENCE PER DETAIL (TYP) CONSTRUCTION. IF EXISTING UTILITY CABLES ARE ENCOUNTERED IN CONFLICT WITH PROPOSED UTILITY. LINE, CONTRACTOR
18" DIP OUT LE.. 748.61'
l CABLES, INSTALL PROPOSED UIIUTY LINE, & RE— INSTALL EXISTING UTILITY CABLES.
� SHALL STRIP OUT EXISTING GAB
! SANiTAR1 SEWER MANHOLE �ANI7ARY SEWER MANHOLE 6. FLOODPLAIN INFORMATION FROM NORTH CAROLINA FLOODPLAIN MAPPING PROGRAM.
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TOP EL: 720.70' 009.6-5'
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30" DIP IN IE.: 704.6' - -
;
30 DIP OUTI. ..703,6,-
OUT
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18* DIP OUT 1E; 714. 76'
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/ I BLANTON,JOSEPH
/ ,pPARCEL NO.:28018
-
- -
-
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PROVIDE 6" MIN. COVER OVER
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123 745.74 /
EL: 71 ,44
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IPS GPS STATIC
N: 5618'4�19
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REMOVE EXISTING SEWER LINE TO
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N: 562185.32
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NOTES;
1.
LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE
,AND
RECONNECT UPSTREAM
FIELD BY THE CONTRACTOR.
c
30" SEWER LINE
2.
CONTRACTOR SHALL REMOVE AND REPLACE ROADWAY SIGNS AND MAILBOXES AS NECESSARY TO INSTALL PROPOSED
�
L
UTILITY LINE. CONTRACTOR SHALL COORDINATE SIGN REMOVAL WITH THE NCDOT.­­
L
3.
CONTRACTOR SHALL COORDINATE WORK IN THE PROXIMITY OF UTILITY POLES WIT1,H APPROPRIATE UTILITY COMPANIES.
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4.
CONTRACTOR SHALL PLACE A 2" LAYER OF SAND ON ALL ASPHALT OR CONCRETE SURFACES PRIOR TO PLACING
r
EXCAVATED MATERIAL
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5.
CONTRACTOR SHALL CONTACT ALL UTILITY PROVIDERS CONCERNING EXACT LOCATION OF EXISTING LINES PRIOR TO
. I
\-
.
CONSTRUCTION. IF EXISTING UTILITY CABLES ARE ENCOUNTERED IN CONFLICT W"Ti PROPOSED UTILITY LINE, CONTRACTOR
SEWER MANHOLE
SHALL STRIP OUT EXISTING CABLES, INSTALL PROPOSED UTILITY LINE, & RE -INSTALL EXISTING UTILITY CABLES.
SANITARY
TOP EL: 736.43'
1
6.
FLOODPLAIN INFORMATION FROM NORTH CAROLINA FLOODPLAIN MAPPING PROGRAM.
32' DIP IN I.E.: 728.56'
7.
ALL SEWER SERVICES SHALL BE FIELD LOCATED BY THE CONTRACTOR AND CONNECTED TO THE NEW SEWER LINE WITH
24' DIP OUT I.E.:718.63'
DETAILS.SEWER TAPS PER CLEANOUTS SHALL BE PLACED AT EDGE OF EASEMENT. COORDINATE WITH CITY OF SHELBY
I
FOR LOCATION OF EXISTING SERVICES.
//. L "__�
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NO.
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N:554279.12 N: 554418.40 I IJ SILT FENCE
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CITY OF SHELBY PROPOSED MANHOLE 42 DIP IN I.E.:690.5 l
PARCEL NO.:27947 42" DTP OUT LE.:690.23 11� It
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OAKS, DAVID CHIVOUS o 36" DIP IN I.E.:692.41'
PARCEL NO.:44043 36" DIP OUT I.E.:692.36'
NOTES:
1. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE
FIELD BY THE CONTRACTOR.
2. CONTRACTOR SHALL REMOVE AND REPLACE ROADWAY SIGNS AND MAILBOXES AS NECESSARY TO INSTALL PROPOSED
UTILITY LI'E. CONTRACTOR SHALL COORDINATE SIGN REMOVAL AND REPLACEMENT WITH THE ROADWAY AUTHORITY.
3. CONTRACTOR SHALL COORDINATE WORK IN THE PROXIMITY OF U1ILITY POLES WITH APPROPRIATE U11UTY COMPANIES.
4. CONTRACTOR SHALL PLACE A 2" LAYER OF SAND ON ALL ASPHALT OR CONCRETE SURFACES PRIOR TO PLACING
EXCAVATED MATERIAL.
5. CONTRACTOR SHALL CONTACT ALL UTILITY PROVIDERS CONCERNING EXACT LOCATION OF EXISTING LINES PRIOR TO
CONSTRUCTION. IF EXISTING UTILITY CABLES ARE ENCOUNTERED IN CONFLICT WITH PROPOSED UTILITY LINE, CONTRACTOR
SHALL STRIP OUT EXISTING CABLES, INSTALL PROPOSED UTILITY LINE, & RE- INSTALL EXISTING UTILITY CABLES.
6. FLOODPLAIIN INFORMATION. FROM NORTH CAROLINA FLOODPLAIN MAPPING PROGRAM
7. ALL SEWER SERVICES SHALL BE FIELD LOCATED BY THE CONTRACTOR AND CONNECTED TO THE NEW SEWER LINE WITH
SEWER TAPS PER DETAILS. Cl EANOUTS SHALL BE PLACED AT EDGE OF EASEMENT. COORDINATE WITH CITY OF SHELBY
FOR LOCATION OF EXISTING SERVICES.
8. STA 13 +13 TO STA 14 +75 PIPING SHALL BE BEDDED IN 4" MINIMUM WASHED STONE, BACKFILL AND TRENCH WIDTH PER
STANDARD DETAIL.
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NOTES:
1. MANHOLE RISERS AND CONE SECTIONS SHALL CONFORM
TO ASTM C -478, LATEST REVISION.
2. TRANSITION RINGS SHALL HAVE A MINIMUM CLEARANCE.
OF 2' -0" ABOVE THE EFFLUENT OVERT ELEVATION.
3. FLEXIBLE WATERTIGHT, SYNTHETIC RUBBER SLEEVES.
WITH STAINLESS STEEL CLAMP: DRAW BOLT AND NUT; OR
CAST—IN SLEEVE; OR "A" LOCK CONNECTION SHALL BE
FURNISHED FOR EACH PIPE TO MANHOLE CONNECTION.
4. CONE SECTION TYPE TO BE DETERMINED BY CITY BASED
ON INDIVIDUAL PROJECT NEEDS.
PER Al
VI
rLAN•nAM MH lanaGS awn rn�lta NACAN FAY, INC., 'V- 81384°.
47MAH 'R- 1550'. U S. FOUNDARY 'USF -669 VENiW. OR EQUAL
>y'a ai Rllii�S ENO VULCAN F�1PfDARY, ING, °V- 2328'.
MM- qAH 'R -1915H ; U.S FOUNDARY 'USF -869 BWT', OR EQUAL.
90LTS ON MH FRAME AND i`AIER
® / PROMX BOLTS ONLY ram SPEOFIED
VARIES If WL 20 f /�, .. PiACC MASTFC BETKEN GRADE RHOS
TRADE RNW AS f0WJ reD
IV (TmfCAL)
GtOtlT AIM „R.r
PAVOW
JOMTS MI1N A HEATT SHRtN#AHI£ 97EP8 gsRAiCttY' WdL d? N H
SHEET SDiIL1R TO MRAPJrS Al lO ovum" E tm D ovm
MAM 3VAIMR
••9P
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t=
NOTE'S
1. MANHOLE RISERS AND CONE SECTIONS SHALL CONFORM TO ASTM 0-474
LATEST REVISION.
2. TRANSITION RINGS SHALL HAVE A MINIMUM CLEARANCE OF 2' -O° ABOVE THE
EFFLUENT OVERT ELEVATION.
3. FLE%181,E WATERTIGHT, SYNTHETIC RUBBER SLEEVES, WITH STAINLESS STEEL.
CLAMP: DRAW BOLT AND NUT: OR CAST -IN SLEEVE; OR A' LOCK CONNECTION
SHALL BE FURNISHED FOR EACH PIPE 70 MANHOLE CONNECTION.
4. CONE SECTION TYPE TO BE DETERMINED BY CITY BASED ON IN
PROJECT NEEDS
FRm
PER As
STD. N0.
7.03
STANDARD MH RINGS
AND.COIlfRS VULCAN FOUNDARY, INC., 'V- 81384'.
NEENAH "R- 1550 °. US 91SF -689 VENTED', OR EQUAL
WA70117HT UN
RINP.S AND COVERS• VULCAN FOUNDARY, INC., 'V- 2328',
NEENAH 'R- 1915H °, U.S. FOUNDARY "USF- -669 8WT', OR EQUAL
VULCAN. FOUNDRY: INC. ,
BOLTS ON MH FRAME AND COVER
PROVOE BOLTS ONLY WIERE SPECIFIED
IIQI
ial�11
.
U.& FOUNDRY 'USF - 689 VENTED°
rail{' -:" 1�7ffw11t
VARIES Or Mkt.
24•
BOLTS ON MH FRAME AND COVER
PLACE MAS110 OrfW EN GRADE RHOS
1Y MAX.
4n
PROVIDE BOLTS ONLY WHERE
. SPECIFIED.
J_
ac,f wall =11 rh`�It�tt�,aa,�
GRACE RINGS AS REQU1RfD
0)
VARIES 0°.IAIN. ... 44° -"°'` PLACE MASTIC BETWEEN GRADE
"CAL)
NOTE VW ALL VN+H= +MARS c SIRAft%IT WALL Of ILK
►� 914 R TO NRAPrDSLVL F STT � PIPES
RtRHIER Sl q-wr
k4' DIAMETER
d.L
REVISIONS }�+, ' . ; }• t, tee. "6'rtitaw
BATE R 0 iRyw +Y.1 :!'taY:r.. ,w►a�xs °r , : �Y-
8° STONE 6
BASE:
cny QPI sOffm 1 STD. N 0.
6 ETEI R CAST EE
ffAMAM
7.04
7.07
CONCRETE ENCASEMENT
(3000 PSI. MIX)
•a0
18" MIN O •
t•
R '#
t 8
°•b� , 1.
SID MANHOLE
RING & COVER
LLAM
BASE COURSE
(THICKNESS PER
ROADWAY DESIGN)
STANDARD MANHOLE CONE
3000 PSI CONCRETE
MINIMUM 6" THICK
COMPACTED
BACKFILL
I
Z11,17it0W ito _(f) 114 "1 Ilk
- ;; a 1♦ s
ALL MANHOLE COVERS LOCATED OUTSIDE OF
THE PAVEMENT SHALL, BE BOLTED AND GROUTED
TO THE MANHOLE CONE PER STD 7.06
DETAIL
NOTE: MANHOLE COVERS.-IN ROADS
8/8" LIFTING BAR TO BE SOLID
4 1 "0 HOLES
AT 90° 1
• -I
a
m o-i
VULCAN TYPE V-1384 U.S, f-01NDAW 889 FUNG & :KL OOVVt
LOAD RATING HEAVY. OUTS` LOAD PA11HP - HEAVY DUTY
FRAME 240 LB& :Htme 180 LSS.
COVER. 145 4RS iiStYEB_- 125 LM.
TOTAL. 385 ! BS TOTAL 315.
NOTE: MANHOLE. COVENS; IN
ROADS, TO BE SOLID
f ,.
NOTE: SEE STANDARD VENT DETAIL
AND MANHOLE DETAILS FOR COMPLETE
DETAILS FOR VENT AND MANHOLE
3'X3'x3'
CONCRETE -FOOTING
1' -0"
; .:
2' -0" 0.5% MINIMUM SLID
3' -0" SEE PLAN
VENT OUTLET TO
POINT DOWNSTREAM I2"
VENT OPENING
TO BE SCREENED
4' MIN.
4" STEEL VENT PIPE-
MANHOLE TO HAVE
CAST OR CORED HOLE —
z_
PRECAST CONI
o MANHOLE PER
.S
MANHOLE d
®® STEPS
Gi"4'
CONCRETE ANCHOR "
MIN. 4 .d
.•., ARIES A •4
4 4
a '
JI d
4a
d
•4
STANDARD MANHOLE VENT
NOTES:
1. VENT PIPE SHALL BE 4" SCHEDULE 40 STEEL PIPE.
2. INSIDE OF VENT PIPE SHALL HAVE A 3/32 INCH COAL TAR UNING ACCORDING TO AWWA 2
3. OUTSIDE OF VENT PIPE SHALL BE SAND BLASTED TO COMMERICIAL STANDARDS AND HAVE
COATS OF EPDXY PAINT AS APPROVED BY THE ENGINEER.
4. VENT EXTENSION FOR OFFSET VENT SHALL BE JOINED BY WELDING OR MJ SLEEVES
5. COORDINATE WITH OWNER IN THE FIELD TO DETERMINE VENT LOCATION
6. EXTEND VENT OUTSIDE OF VEHICLE /EQUIPMENT ACCESS PATH
"VENT MANHODLE I
REVISION DATE - OCTOBER 2013
VULCAN. FOUNDRY: INC. ,
'V- 81380, NEENAH 'R -ISW OR
.
U.& FOUNDRY 'USF - 689 VENTED°
BOLTS ON MH FRAME AND COVER
PROVIDE BOLTS ONLY WHERE
. SPECIFIED.
ac,f wall =11 rh`�It�tt�,aa,�
0)
VARIES 0°.IAIN. ... 44° -"°'` PLACE MASTIC BETWEEN GRADE
12° MAX..
a
THE SEWER LINE ENTERING A DROP GRADE RINGS AS
MANHOLE SHALL. BE CONTINUOUS D.S.P. FROM REQUIRED
w
THE UPSTREAM MANHOLE. °_..
O
A DROP MANHOLE IS REQUIRED WHEN THE
M
DIFFERENCE BETWEEN INVERTS IS 30" OR
GREATER. -j
N
J DIP. FOR 20'
ALL JOINTS WITHIN THE MANHOLE SHALL BE _- 1 OUTSIDE MANNOEE
N
OF THE MECHANICAL J6114T TYPE.
N
-4 GRDUT JOINT 7Otr1T
o
INSIDE DROP PIPE DIAMETER SHALL BE THE
SAME AS THE INFLOW SEWER LINE DIAMETER. STRAIGHT. WALL OF M.H. ;
TO BE LOCATED OVER
y
STAINLESS STEEL, STRAPPING. SHALL. BE 1" INFLUENT PIPE
T
WIDE BY 1/8" THICK AND ATTACHED TO. THE
>
.
MANHOLE WALL WITH MASONRY ANCHORS.
t
N
1 iNA BUM
"
O
RUBBER SEALANT
4' DIP DROP PIPE
(9
°' • MOUNTED WITH
to
RAD
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f
o
TRAPSS ANDANC14OR '
o
- . A °
BOLTS AT 24 CENTERS
0
4® 3/.4" PIPE KATE 3
DIAMETER
C
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?• ENCASEMENT
'
.:
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REVISIONS
iT
DATE P
a
1r: N 67
M
0
0
STONE
CV
a-
r
ciff OF SF MW 'n
STD. i�C?,
ffAND' P
7.07
CONCRETE ENCASEMENT
(3000 PSI. MIX)
•a0
18" MIN O •
t•
R '#
t 8
°•b� , 1.
SID MANHOLE
RING & COVER
LLAM
BASE COURSE
(THICKNESS PER
ROADWAY DESIGN)
STANDARD MANHOLE CONE
3000 PSI CONCRETE
MINIMUM 6" THICK
COMPACTED
BACKFILL
I
Z11,17it0W ito _(f) 114 "1 Ilk
- ;; a 1♦ s
ALL MANHOLE COVERS LOCATED OUTSIDE OF
THE PAVEMENT SHALL, BE BOLTED AND GROUTED
TO THE MANHOLE CONE PER STD 7.06
DETAIL
NOTE: MANHOLE COVERS.-IN ROADS
8/8" LIFTING BAR TO BE SOLID
4 1 "0 HOLES
AT 90° 1
• -I
a
m o-i
VULCAN TYPE V-1384 U.S, f-01NDAW 889 FUNG & :KL OOVVt
LOAD RATING HEAVY. OUTS` LOAD PA11HP - HEAVY DUTY
FRAME 240 LB& :Htme 180 LSS.
COVER. 145 4RS iiStYEB_- 125 LM.
TOTAL. 385 ! BS TOTAL 315.
NOTE: MANHOLE. COVENS; IN
ROADS, TO BE SOLID
f ,.
NOTE: SEE STANDARD VENT DETAIL
AND MANHOLE DETAILS FOR COMPLETE
DETAILS FOR VENT AND MANHOLE
3'X3'x3'
CONCRETE -FOOTING
1' -0"
; .:
2' -0" 0.5% MINIMUM SLID
3' -0" SEE PLAN
VENT OUTLET TO
POINT DOWNSTREAM I2"
VENT OPENING
TO BE SCREENED
4' MIN.
4" STEEL VENT PIPE-
MANHOLE TO HAVE
CAST OR CORED HOLE —
z_
PRECAST CONI
o MANHOLE PER
.S
MANHOLE d
®® STEPS
Gi"4'
CONCRETE ANCHOR "
MIN. 4 .d
.•., ARIES A •4
4 4
a '
JI d
4a
d
•4
STANDARD MANHOLE VENT
NOTES:
1. VENT PIPE SHALL BE 4" SCHEDULE 40 STEEL PIPE.
2. INSIDE OF VENT PIPE SHALL HAVE A 3/32 INCH COAL TAR UNING ACCORDING TO AWWA 2
3. OUTSIDE OF VENT PIPE SHALL BE SAND BLASTED TO COMMERICIAL STANDARDS AND HAVE
COATS OF EPDXY PAINT AS APPROVED BY THE ENGINEER.
4. VENT EXTENSION FOR OFFSET VENT SHALL BE JOINED BY WELDING OR MJ SLEEVES
5. COORDINATE WITH OWNER IN THE FIELD TO DETERMINE VENT LOCATION
6. EXTEND VENT OUTSIDE OF VEHICLE /EQUIPMENT ACCESS PATH
"VENT MANHODLE I
REVISION DATE - OCTOBER 2013

ON
STAINLESS STEEL BOLT STEEL ENCASEMENT
MASONRY SEAL
AT END OF PIPE U
R/W STEEL ENCASEMENT z �
4" SCREWED
CLEAN OUT (PVC)
FINISHED+
GRADE -�- BOLT -ON TYPE SKID
SIDEWALK & WATER UNE ° WATER UNE W/ BITUMASTIC PAINT
OR STAINLESS STEEL Z
o
ROADWAY #�j j j� t i .•.. ,,• . � — — — — -- .. , —'
1 i ; WA "tom MAIN TAtiDARD — SEVER LINE w /��
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DIP or CIP -
4" PVC 18" MIN PLAN VIEW' FOR WATER LINE OVER SEWER LINE W/LESS THAN fir CLEARANCE ® �,
s - LESS THAN 18 BOTH WATER AND SEWER LINE � O
ASTM D 3034, SHALL' BE WATER MAIN ST DARDS (JOIN
CURB &GUTTER . ••(�� o0
SDR21 OR 4" 10° 10 FERROUS METAL PIPE (OIP�,NFOR 10° EAM SIDE OF CROSSING T/1 QI N
o -.OVER 18° SOR 21 PVC SHALL APPLY
3 MIN 1/$+ BEND Cl 501E PIPE, CARRIER PIPE Z
WEEP HOLES
NOTE: SEE STANDARD SPECIFICATIONS SECTION 2.12 BOLT -ON TYPE SKID AT BOTTOM a
(MIN. 2 PER JOINT, CARRIER PIPE v1 'Z
WATER TIGHT PLUG
MINIMUM GRADE OF 1/4" PER FOOT UNTIL HOUSE SERVICE WATER LINE ° SPACED EVENLY)
0 o a 0 o n o o °o °0,0 °0 °0 °0° CONNECTION IS MADE
0° 0°o O, oDOOOOOOOOOOOOOOaOOOOOOa0000a0a0000000o0oa o,o4aoo°o0000000000 0 0 0000000 b W
_ NOTES:
0 °o °0 °a° •�-) �n-�I r �rs,) cEN ANT 1. SEE PLANS AND SPECIFICATIONS FOR STEEL ENCASEMENT SIZE, MATERIAL, COATING AND w
0 0 0 COMBINATION LONG TURN °t � SEVER LINE PERFORMANCE REQUIREMENTS. W
(sod
OF1FE A CROSSING
I! w LINER °°o o ° _ I �- PATTERN Y AND BEND Q "-° LINE 2. CARRIER PIPE SHALL BE DUCTILE IRON PUSH -ON RESTRAINED JOINT UTILIZING AMERICAN
0 o COMPACTED SOIL #57 STONE
.,_, °o o ° °° � ° 4" DEEP STONE BED � 1 FAST -GRIP GASKET, U.S. PIPE FIELD LOK 350 GASKET, OR APPROVED EQUAL �,
O O I PLAN VIEW FOR' WATER LINE UNDER SEWER LINE H A�
- I ° °000ao ° � _ TAP TO BE .MADE BY DIP a cIF DETAIL CCOCC
THE CITY OF SHELBY jj ��-'�++
-1 E wAtEFt LINE MODIFIED FOR THIS PROJECT 9 l7 �' pq
pN kn
REVISIONS NOM- OF PIPE AT GIBBING FOR
CENTER E NT
DATE IP WHEN A SADDLE IS USED. THE HOLE SH1 BE INSTALLED BY CORING REVISIONS ,t�ttttlttUrrrr
2.. THE FULL LENGTH OF THE SERVICE DITCK SHALL BE COMPACTED IN B LAYERS DATE IP ATER ND SEWER LINE SHALL E Wrt O 1M0�NEACCH &DE F CONSTRUCTION ��� A
WITH MECHANICAL TA►1P. GUARD STAKE FI:QUiRED AT CLEAN OUT LOCATION F
UNTIL LANDSCAPING IS - COMPLETED. JOINTS FERROUS METat FIFE O!P `
3. PROPERTY OWNERS RESPONSIBILITY FROM' SEWER MAIN TO STRUCTURE CROSSI Ge ONE JOINT OF WAT ►�i�N PIPE SHALL BE CENTERED x. �` 000000000 �i
AT THE POINT OF CROSSING. °
12" 12" - e 'C�o
F I o° wGOA o >-
Q
OF SHEM T STD. N0.
"m OF OUS STD. N0. _" oCi �, the o
�n� .�. � � °oo ° o ti
ARDS CE NEW 7.016 PROPOSED CONCRETE
6.19 ENCASEMENT
°
12" (TYP)
EXISTING °� ". ° • a PROPOSED
GRAVITY 1. ' GRAVITY
SEWER LINE SEWER LINE
>=
PROPERTY
UNE
PVC SCREWED CLEAN OUT 6" FINISHED GRADE FINISHED GRADE
FINISHED GRADE _ MATCH PIPE INVERTS FLEXIBLE TRANS111ON COUPLING Lu
CURB � � APPRDPRIATE FOR PIPE MATERIALS (,�
PA T. ',r. b *�.•¢, > s< b p ¢ / / / l ��' � ��\% FINAL BACKFILL PER °...
a
a» '. • Sa r • > „p r- m 5PECIFIGATIONS 2 MINIMUM FINAL BACKFILL PER .� uj
:p ::. •� a .,- SPECIFICATIONS . —
(95X STANDARD
4+ 4 .. N
. .. r (95% STANDARD ._ TRANSITION L� L I
PROCTOR DENSITY) _. ..� .. —
• PROCTOR DENSITY) L°i..
I _ DISSIMILAR ILL PIPES
";;• INITIAL. BACKFILI - _ _ - _ 12° -° — . A , , • �*
4" PVC
COMPACTED IN _ - - zaoo PSI
a A REVISION DATE - NOVEMBER 3,; 2008
•' ASTM D 3034 LAYERS (MAX)
'IF - CONCRETE 4j:. .
{ SDR21 OR .,..�� - `" °SPRING LINE :. :.:' • SPRING LINE VIP
4" Cl SOIL PIPE ✓a ai d' a a g• A: s dM� ' ° 4°
PLUG UNTIL HOUSE
r.s `.` Y♦ , SCI l,•a•M ° +• NO. 67 STONE- 4'-0' .. S MADE CONNECTION WORK WELL UNDER A ~ �� • "+ " �'- WORK WELL UNDER �,.•e :;° LL
. : • - . BOTTOM OF PIPE BOTTOM OF PIPE
PIPE 8° MIN SIDE CLEARANCE PIPS: 8' SIDE CLEARANCE
1 4 PER FT MIN. 0 0. 12" MAX SIDE CLEARANCE O.D. 141° MAX SIDE CLEARANCE
CONCRETE
BARREL OF PIPE. TO
REST ON UNDISTURBED SOIL �\ \�
COMBINATION LONG .. ► s a s >= z
CORE ac NEOPRENE BOOT BY CITY ON EXISTING MH TURN PATTERN Y �LA'' �5 B BEDDING: C, LASS A BEDDING � / \ \// \ \� /\
CORE & NEOPRENE BOOT BY DEVELOPER ON NEW MIH AND 1/8 BEND
s REQUIRED FOR FOR PVC SEWER
// UNDISTURBED
PIPE, SDR -35 •1 — ®" VA�A \j EARTH ,j
PROPERTY OWNERS �i \ % \ \// \ \ / / \ \ //�
RESPONSIBILITY' \ A a \�� w
REVISIONS FROM M.H. TO STRUCTURE NOTE: . \ \/ ® o :. o a + • .. ®. ® \
DATE REVISIONS a \
ATE FOR TRENCHES REQUIRING SHORING & BRACING, DIMENSIONS 4 I °) .a °-
SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING & , \ o : °' ®'' ® ` . ° . e. ' a® \
BRACING.
GTTY OF w A;z STANDS Y T STD: NO. L / \ //% // PIPE
,ARDS SERVICE NEW o STD. N0. 3000 PSI CONCRETE ,/\
7 °01A
} . 6 ° 01 B \ \// \ \� \\ #4 REBAR ®12" O.C., E.W., E.F. EF
(12" AND LARGER PIPE ONLY} M N N
TRENCH
0 Q Z CO Z� Q d-
PLAN VIES
Z
LU
Q � z w o
NOTES:
PIPING CONFIGURATION TO BE
USED ON ALL DROPS OVER 30 \ \ / \\ � \ \, a \ \� \\
FINt cIHED GRADE FINISHED GRADE
DROPS TO. BE ,CONSTRUCTED OF ' \// /it TRENCH
ALBS:. OR
P
V., PIPS. WIDTH
i�1srAL.EO 1YITi- 3� OF o BE
MANHOLE WALL. METALLIC. LOCATOR TAPE 4
SHRINK , FINAL BACKFILL. PER. _., FINAL BACKFILL PER . w SHALL BE INSTALLED i a e I d 4 `°•. \ / \, "
4. .o Q• ; .
1$ BELOW FINISHED / / ., / \ 6
GROUT SERVICE LINE MAY NOT ENTER NON SPECIFICATIONS +, SPECIFICATIONS GRADE FOR ALL PVC \ \/ °.•_ \ \/\
TEE MANHOLE iHROUr;ii CONE SHRINK (9536 ;STANDARD (9596 STANDARD "�" MAINS �/ 4. . '
CAPPED END TO SECTION `OR. ANY JOINT. GROUT PROCTOR D SITY) ` "- PROCTOR DENSITY} \//
ALLOW ACCESS TEE .._ \ \/ ®. t ` ..4 •: la \ \ / \\�
STAINLESS. STEEL. STRAPPING ___.�_.. 1r \// I a / Q /
s• SHALL BE" ?` WIDE BY 1/8- _ " 1z" 4.:4 �Jg \\ /\
THICK AND..ATTAyHED TO THE INITIAL BACKFILI.
LINE
SERVICE • •. �� MANHOLE WALL �1TH MASONRY " COMPACTED IN V \ o -V \ \
INITIAL 9ACKFILL \/
COMPACTED IN 8 a a d : 44 : •a :e'
4
ANCHORS. DOWNSPOUT LAYERS (MAX) LAYERS (MAX} / �// a • ® °• o o :
3 - 4+ + 9 B PIPE OA.. tE \
n
is
MANHOLE WoRNx°`wEiLSSllOrin --�-.
MANHOLE DOWNSPOUT WALLA e MIN SIDE (xEaRArtCE PIPE a' MIN SIDE CLEARANCE. \ / \ \ / \ \ / \ \/ / \ \ / \ \ / \ / \ \ / \ \ \ \ / \ \/\ NOTES.
WALL . , a o Gx 1r MAX SIDE CLEARANCE BOTTOM of PIPE o a: tY MAX SIDE CLEARANCE '� / \ / \/ / \ / \/\ \ / \ / \ /�� /i� /%
• �� 1: KEYS FOR SLOPES EQUAL TO
9• ..,.. MAIN LINE OR GREATER THAN 20% ONLY.
90° BEND '`; ' ' a UNDISTURBED
s�S D BEDDING CLASS C BEDDING 3000 PSI CONCRETE EARTH 2: INSTALL AT DISTANCE SHOWN
90' BEND
s.TAfti'LESS. sTr EL STRAPS REQUIRED FOR DUCTILE IRON REQUIRED FOR C--900 PVC PIPE
e. AT 3' D.C. MAX,.' PIPES ELEVATION ON PLANS.
J INVERT' INVERT
KEYING PIPES ON SLOPES
MANHOLE BOTTOM MANHOLE BOTTOM NOTE: REVISION DATE - NOVEMBER 3-,2008
FOR TRENCHES REQUIRING SHORING & BRACING, DIMENSIONS
REVISIONS R SIGNS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING de
DATE IP DATE TI BRACING.
CITY OF S STAID ` P STD. NO. OF BEDDING /
SHEET
CLASS D&C
STD. NO.
M 7.08 6.01A
buz
NO. DATE BY REVISION DESCRIPTION

LU
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9
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R/W CL R/W
PA _MEN DESIGU_ WAX
2" 59.58 SUPERPAVE Z-1 MAX. CUT SLOPE
V ABC STONE I RoAr Lmurrt SDi
RAI STRP 1. S" WALK v
hill
2.1 MAX. FILL SLOPE cum
RESIDENTIAL COLLE-CUR, RD 60' RIGHT OF WAY
28' ROADWAY WIDTH
R R/W
PAVEMENT DESIGN RGHT1 WAY t MAX. 2:1 CUT SLOPE
2' S94B SUPERPAVE 2! RO WAY
W ABC STONE ul&
smp WALX
sn
li jll; :1 1
OF,!
2:1 MAX FILL SLOPE cum
LOCAL RESIDENTIAL RD 50' RIGHT OF WAY
26' ROADWAY WIDTH
NOTE:
1. NORMAL CROWN OF 1/4" PER FOOT ON ROADWAY AND
SHOULDER UNLESS OTHERWISE DIRECTED BY CITY .ENGINEER.
REVISIONS L SUBGRADE SHALL BE COMPACTED TO 95% STANDARD
-DATE DESCRIPTION PROCTOR DENSITY.
1 11 SLOPE RECOMMENDED ON BOTH CUT AND FILL SLOPES.
4,. UTILITY EASEMENTS MAY BE REQUIRED BY THE CITY OF
SHELBY UTILITY DEPARTMENT AS DEEMED NECESSARY.
aff OF simy
STD. N 0.
ffANDARD SnM SEC110N
ffANDARDS 3.01
A
1/8" R 1/2" JOINT FILLER 1/8" R 6. 18"
5" 1/8" R
3"R
12.*
70 6» (7-
L
24"
FRONT ELEVATION SECTION A-A.
TRANVERSE: EXPANSION JOINT SIDE ELEVATION
COMBINATION CURB & GUTTER
NOTE:
1. CONCRETE SHALL BE 3000 PSI.
2. FOR HAND POURED CURBING, CONTRACTION JOINTS SHALL BE. SPACED AT 10'
INTERVALS & EXPANSION 00INTS SHALL BE PLACED AT 50,' INTERVALS.
3. FOR EXTRUDED CURBING, CONTRACTION JOINTS SHALL BE SPACED AT 15'
REVISIONS INTERVALS & EXPANSION JOINTS SHALL BE PLACED AT 90' INTERVALS.
DATE D s RIPTi N 4. FINISH ALL CONCRETE WITH CURING COMPOUND.
5. FOLLOW ALL APPLICABLE AC' REQUIREMENTS.
6-. CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO NORTH CAROLINA
DOT STANDARD SPECIFICATONS FOR ROADS AND STRUCTURES SECTION 846.
ClIff OF SHEM STD. N0.
ffN D CON
SEANDAM CRME CEMB AND OUT17ER
ADAR
S 4.01
24-!t CURB UTILITY STRIP SIDEWALK
AND GUTTER SLOPE SLOPE
w
EXPANSION JOINT z
PER FOOT TO
1, PER o � 1 �/4" PE�T�CURII,
PIPE
ROTES:_
it-O.
I O.D. 1
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TYPI_C6 SEMM
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DUMMY JOINTS TOOLED V DEER
jra
I e- -- 5 5-0"
VARIES
lJOINT
SEALER 1/4" SIDEWALK SURFACE
co
0 w
42* MIN
3. PLACE 8" OF TYPE 1 19.013 BASE COURSE IN 2 COMPACTED LIFTS, UP TO EXISTING PAVEMENT
"20
A
1 le RAD JOINT FILLER
LU
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TRANVER.SE 4 JOINT
JON1 NOTES
1. 17 EXPANSION JOINTS TO BE LOCATED A MAX.
NOTES:
I. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50'.
DISTANCE OF .50' APART.
Z. ALL' CONCRETE TO BE FINISHED "TH CURING COMPOUND.
2. r OPEN DIVISION JOINTS OR DUMMY JOINTS 116
ALL -A .
ALI, CONC,_.' SHALL. CONFORM TO. ALL APPLICABLE
BE LOCATED ATV INCREMENTS.
viill�
RE401REUM OF THE ACI,
6. PLACE TYPE SF 9.5B SURFACE COURSE AND COMPACT.
4 WHEN 'FRONT EDGE OF WALK IS POURED TO CURB
OR BACK OF WALK IS POURED ADJACENT TO A BUILDING
REVISIONS
OR EXISTING CONCRETE, A 1/2" EXPANSION .JOINT SHALL BE
DATE AMIPTION
PLACED: BETWEEN THE NEW WALK AND .EXISTING STRUCTURES
8" TYPE 1 19.013 BITUMINOUS BINDER COURSE IN TWO COMPACTED LIFTS.
Z. WHERE A DRIVEW' CROSSES A WALK, THE SIDEWALK
SHAU, HAVE ADEF7H OF 6' WITH 112" EXPANSION JOINT
(TOP 2- TO BE MILLED)
EACH SIDE OF WAUK
H Z
8" MINIMUM C.A.B.C. IN TWO COMPACTED LIFTS TO WITHIN 80
M 0F%ZW
OF SURFACE COMPACTED TO 100% COMPACTION - STANDARD
STD. NO.
u z
00
WNDARD CONCRETE SIDMIX
ffANDARDS
SAWCUT EXISTING PAVEMENT
4.05
Mr-L A^% Ir' k I A k I I Jf'%t C'
1 TOP TO
GRADE.
IMPACTED
EXISTING
BITUMINOUS
TACK COAT -0.
10-0"
PIPE
ROTES:_
it-O.
I O.D. 1
CONTRACTOR'S
PAVEMENT REPAIR SHALL BE PERFORMED ACCORDING TO THE FOLLOWING PROCEDURE, PLUS ALL OTHER
u
u
REQUIREMENTS OF THIS DETAIL AND THE SPECIFICATIONS:
BACKFILL
z
1. BACKFILL TRENCH WITH SUITABLE EARTH AND COMPACT TO TRENCH SHELF AS SHOWN ON THE DETAIL
z
2. PLACE CABC IN 2 COMPACTED LIFTS TO WITHIN 8" OF THE EXISTING PAVEMENT SURFACE.
SURFACE.
3. PLACE 8" OF TYPE 1 19.013 BASE COURSE IN 2 COMPACTED LIFTS, UP TO EXISTING PAVEMENT
4. ALLOW SEVERAL DAYS FOR VEHICLE TRAFFIC TO FURTHER COMPACT THE REPAIR.
5. MILL TOP 2-INCHES PER DETAIL
6. PLACE TYPE SF 9.5B SURFACE COURSE AND COMPACT.
7. NOTE: UPPER 2 FEET OF BACKFIH UNDER ROADS TO BE COMPFEM9� 'SQPV'9.5B COMPACTED BITUMINOUS SURFACE COURSE
8" TYPE 1 19.013 BITUMINOUS BINDER COURSE IN TWO COMPACTED LIFTS.
(TOP 2- TO BE MILLED)
H Z
8" MINIMUM C.A.B.C. IN TWO COMPACTED LIFTS TO WITHIN 80
OF SURFACE COMPACTED TO 100% COMPACTION - STANDARD
u z
00
00
SAWCUT EXISTING PAVEMENT
z
MILL EXISTING ASPHALT 2" DEPTH AND
OVERLAY 2" TYPE SF 9.5B COMPACTED
0 <
BITUMINOUS SURFACE COURSE TO
GUTTER EDGE. TYPICAL BOTH SIDES.
L 0-4
00
To
GUTTER
00
EXISTING CURB
z
AND GUTTER
41
EXISTING
BITUMINOUS
TACK COAT -0.
10-0"
PIPE
10-0"
it-O.
I O.D. 1
COMPACTED EARTH
BACKFILL
EXISTING
0
PLUG PIPES WITH 3000
PSI CONCRETE
E&.STING PIPE TO
BE ABANDONED
SAWCUT AND REMOVE 1'
SECTION OF EXISTING PIPE
GENERAL SEWER LINE ABANDONMENT
PLUG PIPES WITH 3000
PSI CONCRETE
EXISTING PIPE TO
BE ABANDONED
FLOW
SAWCUT AND REMOVE
EXISTING PIPE A MINIMUM
OF 2' OUTSIDE MANHOLE
PIPE
FLOW
SEWER LINE ABANDONMENT
REVISION DATE - OCTOBER 2013
NO. DATE BY REVISION DESCRIPTION

1 o' -0"
3' -6" 6' -6"
DIRECTION OF RIVER FLOW
w
CL PIPE AND PIER
PLAN
CONCRETE PAD EXTENDS 1'
BEYOND BASE OF PIER (TYP)
I
I T t'.
— i
r
r ••
r
AIR
FEW
I
DIRECTION OF RIVE -
0
#6 t 12" EACH WAY,
TOP AND BOTTOM
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r • C r • - • r ►�,��I����'I CI�I ���� OIO ►�OI� � ��O- ►�� ' �i � �I��
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r • � • �er.�I�.�O OIp IpI I �• COI I ' O � E
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r r • • �I�►�OI��� i��I OIp,� ' �Oi ' OIO O�` COI I � �' , - I�.i.�;I
.. r - . �I �IOI _ ►�I� IOI ��il EIOI IOC OI01. ��� �•�•�r'
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• •r r � r r
• • r r
APPROX. {2' (TYP)
1
RE
PIPE JOINT 4
DESIGN AND LOCATION PER PLANS.
NOTE: LONG SPAN PIPE SHALL BE USED FOR UNSUPPORTED SPANS
GREATER THAN 20'. SEE SPECIFCATIONS FOR LONG SPAN PIPE
REQUIREMENTS. SHOP DRAWINGS FOR LONG SPAN PIPE SHALL BE
SUBMITTED AND APPROVED BY ENGINEER PRIOR TO INSTALLATION.
TYPICAL ELEVATED CROSSING_
REVISION DATE - NOVEMBER 3, 2008
SAND BAG
TEMPORARY PIPE (SIZED TO
CARRY NORMAL FLOW)
,GS
STREAM
BED
ii/.11..1\ WIN J{— ii�.l� LINE
NOW
REVISION DATE - NOVEMBER 24, 2009
RE -SLOPE EXISTING STREAM BANK TO ORIGINAL
CONTOURS. STABILIZE WITH MATTING PER DETAIL AND
1— NATIVE PLANT SEED MIX PER EROSION CONTROL NOTES.
f-
-I I=1 I —III— NORMAL STREAM LEVEL
ANCHOR FABRIC 6"
INTO EAtRTH FILL 1I-
=1
'— III — III -111— 2' MAX.
�'— Ill -1I1 —I
-
-1 ARIES 6 " -12"
—I 11 —I
12" - 18" CLASS B RIPRAP
-1111 I {11111 11 I I t
FILTER FABRIC
(MIRAFI 14ON OR EQUAL) -I li �I 1� iI liii
Y �
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m m
NOTE:
CONCRETE SHALL BE 3060 PSI.
CONCRETE ENCASEMENT NOT REQUIRED WHEN PIPE IS
AT LEAST THREE (3) FEET UNDER THE CENTERUNE
OF CREEK BOTTOM.
SEWER SERVICES SHALL BE CONSTRUCTED OF C.I:&P.
ANY PIPE RUN REQUIRING A CREEK CROSSING SHAD.
BE CONSTRUCTED Of A: CONSISTENT MATERIAL.
TRANSITIONS ANDL FERNCO COUPLINGS SHALL NOT BE
PERMITTED
THE CONTRACTOR SHALL TAKE ALL MEASURES
NECESSARY TO ENSURE UNCURED CONCRETE
DOES NOT CONTACT SURFACE WATERS.
PIPE DIA
12" 12"
D.I.P.
o •,
I L
2" 1 1
NA. BOLT
10"
If
3" ---� BOLT DIA. + 1/16" -�
NOTES:
1. ANCHOR BOLTS AND STRAPS SHALL BE GALVANIZED OR STAINLESS STEEL.
2. GALVANIZED STEEL OR IRON CAN BE USED.
3. FOR PIPE 24" AND LARGER USE 1" DIA. BOLTS.
4. HOLES TO BE DRILLED IN STRAP.
5. PROVIDE WASHERS UNDER STRAP SUCH THAT STRAP IS PULLED DOWN TIGHT.
171, A
rt"I"PE STrx/-%P FOR PIERS.
NO. DATE BY f
d�
N
1
i
Y
12
d
♦ e q. sd -4,'
w
C3
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Ul
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Z
CONCRETE ENCASEMENT
NOTE:
CONCRETE SHALL BE 3060 PSI.
CONCRETE ENCASEMENT NOT REQUIRED WHEN PIPE IS
AT LEAST THREE (3) FEET UNDER THE CENTERUNE
OF CREEK BOTTOM.
SEWER SERVICES SHALL BE CONSTRUCTED OF C.I:&P.
ANY PIPE RUN REQUIRING A CREEK CROSSING SHAD.
BE CONSTRUCTED Of A: CONSISTENT MATERIAL.
TRANSITIONS ANDL FERNCO COUPLINGS SHALL NOT BE
PERMITTED
THE CONTRACTOR SHALL TAKE ALL MEASURES
NECESSARY TO ENSURE UNCURED CONCRETE
DOES NOT CONTACT SURFACE WATERS.
PIPE DIA
12" 12"
D.I.P.
o •,
I L
2" 1 1
NA. BOLT
10"
If
3" ---� BOLT DIA. + 1/16" -�
NOTES:
1. ANCHOR BOLTS AND STRAPS SHALL BE GALVANIZED OR STAINLESS STEEL.
2. GALVANIZED STEEL OR IRON CAN BE USED.
3. FOR PIPE 24" AND LARGER USE 1" DIA. BOLTS.
4. HOLES TO BE DRILLED IN STRAP.
5. PROVIDE WASHERS UNDER STRAP SUCH THAT STRAP IS PULLED DOWN TIGHT.
171, A
rt"I"PE STrx/-%P FOR PIERS.
NO. DATE BY f
d�
N
1
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w
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EXTRA STRENGTH. FILTER FABRIC
Ni:EDED WITHOUT WIRE MESH SUPPORT CONSTRUCTION SPECIFICATIONS
STEEL POST 1 CONSTRUCTION MATERIAL
1. Use synthetic filter fabric or pervious sheet of
polypropylene, nylon, polyester, or polyethylene yam,
which Is certified by the manufacturer or supplier as
�... -- having a minimum filtering efficiency of 85 7 a tensile
strength of 30 lb/In (standard) or 50 lb/in (extra
strength) at 20X elongation, and a slurry flow rote
_.-- -- �'- of 0.3 got /sq ft. Synthetic fabric should contain uttra-
- •" a Fr MW SPAOM WIN violet ray inhibitors and stabilizers to provide min. 6
anRE SUPPORT FENCE
e Fr wtx:sPACB+a wmlour NOTE: DO NOT months expected usable life at 0 -120 deg. F.
"" suPPa �1±ce ATTACH FABRIC 2. Ensure that posts are 1.33 lb /ft steel with a minimum
TO EXISTING length of 4 feet.
TREES, 3. Use min. 14. gauge wire fence with max mesh
spacing of 6 ".
CONSTRUCTION
PONDiNG Hr paHawa FIT, 1. Ensure height of fence does not exceed 18" above
ground surface.
/Y 2. Construct fabric from continuous roll out to length
F MAX .�'/ O of barrier to avoid joints. When joints are necessary,
securely. fasten the filter cloth only at a support RUNOFF R� uNO post with overlap to the next p ost.
3. Support standard fabric
t aX fastened securely strength side of posts, using mesh
heavy duty. wire staples at least 1" long. Extend wire
mesh to bottom of trench.
18" MIN. t2" MINI
"A6 NOTE
1. INSPECT AND REPAIR FENCE AFTER EACH
STANDARD DETATi, ALTERNATE DETAIL STORM EVENT AND REMOVE SEDIMENT WHEN
TRENCH WITH "NATIVE BACXFILL TRENCH WITH GRAVEL NECESSARY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED
To AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT OFF -SITE AND CAN BE PERMANENTLY
STABILIZED.
3. FILTER FABRIC SHALL BE REPLACED WHEN IT
REVISIONS HAS DETERIORATED TO SUCH EXTENT THAT IT
DATE DESCRIPTION REDUCES THE EFFECTIVENESS OF THE SILT FENCE._
EFFECTIVENESS OF THE SILT FENCE.
My OF � Y STD. Nfl.
T X[p o'�
ARDS . SILT FENCE DECAIL 2.01
carry r7 up
aides_ of 0 Tway
tM of berm #5 washed stone, 2
-t� BTeW�a�O�a�QTWO�ef r
falimi l _,,.j i 1..x_
maximum lewsi of p -Top J
sediment collected. key kr,bottam layer
dean basin when 1//2 OeI -rap
depth level is reached
SBCT ON THROUGH BA32N ANO FII,TEFt
carry rip-r up
eldes of ep iwoy
4W . 9'
TIP -roP.
1' freeboard m
IY
\° MIN.
#3 washed atone
• I1•'1.
j QN SPECIFlGA'IIOUS ,
1. Place two concrete blocks on their, sides perpendicular to
the curb at either end of the Inlet opening. These will. serve
as space blocks:
2. Place concrete blocks on their sides across the front of
the Inlet and abutting the :spacer blocks. The openings In
the blocks should face outward, not upward.
3. Cut a 2- by 4 -inch stud the length of the curb inlet plus
the width of the two. spacer blocks. Place the .stud through
the outer hole of each spacer block to help keep the front
blocks in place.
4. Place wire mesh over the outside vertical face (open ends)
of the concrete blocks to prevent stone. from being woshed
through the blocks. Use chicken wire, hordwire cloth with
1/2 inch openings, or filter fabric.
5. Place 3/4 Inch to 1 -1/3 Inch .graven against the wire to
the top of the barrier.
3rd: min
a'
,-IT,
CONSTRUCTION SPECIFICATIONS
1. Clear, grub, and strip area of ail vegetation and root
material. Remove oil objectionable material.
2. Ensure fill material Is free of objectionable material.
Place fill in 6" lifts and machine compact.
3. Protect connection between riprop and soil by using
filter fabric. Extend fabric across spillway foundation cnd
sides to top of dam.
4. Clear pond area below dam for sediment cleonout.
5: All cut and fill slopes should be 2:1 or flatter.
6. Ensure stone section has min. bottom width of 3' with
max side slopes of 2:1.
7. Ensure weir is level and constructed to grade.
S. Material used In stone section should be well - graded
mixture of stone with d50 size of 9" and max. size of 14 ".
9. Ensure spillway extends past toe of embankment until
stable conditions are reached. Keep edges of stone outlet
flush with surrounding ground and shape center to confine
outlet stream.
10. Direct emergency bypass to natural, stable areas.
11. Stabilize embankment and all disturbed areas immed-
iately after construction, including embankment, emergency
spillway, above the sediment pool and downstream.
12. Mark cleonout level in field.
OF SIDENAK r- A -I - CATCH BASIN
2X4 WOOD STUD
BACK OF C1R$ CONCRETE OLD"
CURB W=
• a�
�1
�V_," .
WOOD STUD
SECTION A - A
�Ir
1
i
NEW LiNE POST
AS REQUIRED
(TYP. BOTH SIDE!
Lll•I n AI 1 IniAITC
(TYP.)
DIRECTION OF _
RIVER FLOW
r-7
-v-) �_ 1-1/2"
METAL STAPLE
Z to Milk
MODIFIED FOR THIS PROJECT
3" MIN.
O
NOTES:
1. INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS, OR AS SPECIFIED BY ENGINEER,
WHICHEVER IS MORE STRINGENT.
2. MATTING SHALL BE NORTH AMERICAN GREEN SC150, AMERICAN EXCELSIOR EROSION CONTROL BLANKET, OR EQUAL,
INSTALL ON ALL DDSTURBED SLOPES (CHOSEN PRODUCT MUST BE RATED FOR SLOPES 2 :1 TO 1:1).
3. ALLOW 3" MIN. OVERLAP BETWEEN PARALLEL STRIPS, OR AS SPECIFIED BY MANUFACTURER, WHICHEVER IS MORE
STRINGENT.
4. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S), INCLUDING ANY NECESSARY
APPLICATION OF LIME, FERTILIZER, AND SEED.
5. BEGIN AT THE TOP' OF THE SLOPE BY ANCHORING THE RECP'S IN A 4" DEEP X 4" WIDE TRENCH WITH
APPROXIMATELY 12" OF RECP'S EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S
WiTH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND
COMPACT THE THE "NCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF
RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WiTH A ROW OF
STAPLES /STAKES `SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE RECP'S.
6. ROLL THE RECP'S DOWN OR HORIZONTALLY ACROSS THE SLOPE. RECP'S WiLL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL RECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING AND
SPACING STAPLES /STAKES IN A DIAMOND PATTERN AT 12" ON CENTER, OR AS RECOMMENDED BY THE
MANUFACTURER, W' IICHEVER IS MORE STRINGENT.
7. RECP'S SHALL BE AT TRENCH ANCHORED AS SHOWN IN THE DETAIL AT THE TOP OF SLOPE AS WELL AS ALONG THE
EDGE OF THE FURTHEST UPSTREAM MATTING. MATTING CONFIGURATION SHALL PREVENT BOTH STORMWATER RUNNING
DOWNSLOPE TO THE RIVER, AS WELL AS FLOODWATERS MOVING DOWNSTREAM, FROM ENTERING UNDER THE MATTING
AND INDUCING SCOURING CONDITIONS.
8. CONSECUTIVE RECF1 "S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN
APPROXIMATE 3" C)VERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE
RECP'S WIDTH.
GEOTEX11LE
FILTER FABRIC
6 " #5i
GEOTEXTILE FILTER BAG SIZED
FOR PUMP DISCHARGE
(MIN. 10'X15')
GEOTEXTiLE
FILTER FABRIC 1 _
SEWN -iN PiPE
DISCHARGE SLEEVE
PUMP DISCHARGE
HOSE
w�
0
v_
WZW
�W
ATTACHMENT POINT
F-i
TOR PUMP DISCHARGE
w
c-
H
cv
00
N
u Z ^
00
Z x
ATTACHMENT POINT
FOR PUMP DISCHARGE
a
►,�
10 1&
C>
00
rr^^ N
V 1 00
rr Z
V1Za
IL B
VAMW
t�
PW,AP DISCHARGE
/- HOSE
W
W
Cy7 0
Z
W �
i I
`tt(tttil
�
y
RELEASED
1
_Ue� cb Wok
{
CONSTRUCTION
W
A. 14,
SEWN -iN PiPE
DISCHARGE SLEEVE
PUMP DISCHARGE
HOSE
Omni
0
Z
U.
ATTACHMENT POINT
Uj
TOR PUMP DISCHARGE
:D
>
ATTACHMENT POINT
FOR PUMP DISCHARGE
10 1&
J
IL B
VAMW
U
PW,AP DISCHARGE
/- HOSE
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ "' `"
\ \ \// / \ \ \ \ \ \ \ \ \ \ \ \ \ \ / \ \ \ \ \ \ \ \/ / \ \ / \ \ / \ \ / / \ / / \ //\ N
INSTALL ON LESS Q W j w w
THAN 5% SLOPE r Vj 0 W W W Ur
6"#57 STONE ' Q W m Z W 2�
SEOTION Z lLi Z o N
UNDISTURBED EARTH' m Z W o C13
H V7 0 � +-
NOTES: O O U D 0U U. D
1. FILTER BAG SHALL BE CONSTRUCTED OF NON -WOVEN FILTER
FABRIC WITH A MIN. 8 OZ /SQUARE YARD WEIGHT
2. FiLTER BAG FABRIC SHALL HAVE A FLOW RATE OF 80 GPM /S.F. Vj
OR SIZED FOR PUMP DISCHARGE
3. SILT BAG SHALL HAVE SLEEVE SEWN -IN SLEEVE FOR RECEIVING
THE PUMP DISCHARGE AND PUMP HOSE SHALL BE SECURELY
ATTACHED TO SILT BAG
4. SILT BAG SHALL BE REPLACED WHEN HALF FULL OR PUMP Uj
DISCHARGE RATE iS REDUCED ENOUGH TO CAUSE OVERFLOW.
CONTRACTOR SHALL PROVIDE ADDITIONAL BAGS AS REQUIRED.
5. BOTH FILTER BAG AND SILT WITHIN SHALL BE DISPOSED OF IN
A PROPER MANNER AFTER MATERIAL INSIDE IS DRY, RESULTING
IN NO DISCHARGE TO THE STREAM
DEWATERING SILT BAG 1_ 11
REVISION 1. #i°