SW8070708_APPROVED PLANS_20070716

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 C)7070(t)
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Z-007 07 f L
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PREPARED BY:
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LITTLEJOHN ENGINEERING ASSOCIATES
ENGINEERING • PLANNING • LANDSCAPE ARCHITECTURE- LAND SURVEYING
1935 Twenty -First Avenue South Nashville, Tennessee 37212 Phone [phone]
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MARINE CORPS BASE
CAMP LEJEUNE FAMILY HOUSING
CAMP LEJEUNE, NORTH CAROLINA
CIVIL SITE DESIGN
KNOX COVE
REVISION 3
DUNE 13, 2007
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MARINE CORP
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planning urban design landscape architecture
graphic design
60 Corporate Center
10490 Little Patuxent Parkway, Suite 200
Columbia, Maryland 21044
tel [phone] fax [phone]
www.edsaplan.com
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�, Thomas J, Davis
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PREPARED FOR:
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MANAGEMENT GO�Jr, , � ,V ON
DIVISION V WATER UALITY
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ACTUS LEND LEASE LLC A :.
1801 WEST END AVENUE, SUITE 1700
Nashville, Tennessee 37203
Phone: [phone] Fax: [phone]
REFER TO SHEET GI-0.01 FOR
EXISTING FEATURES LEGEND.
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Project No: 24235
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DRAWING INDEX
SHEET # TITLE SHEET # TITLE
OWNER: 3 2 GI-0.00 COVER SHEET A CU-4.07 SANITARY SEWER PLAN & PROFILE LINE "B"
3 z GI-0.0I SHEET INDEX 0 CU-4.08 SANITARY SEWER PLAN & PROFILE LINE "C',
ATLANTIC MARINE CORPS � GI-0.02 GENERAL NOTES � CU-4.09 SANITARY SEWER PLAN & PROFILE LINE "D"
COMMUNITIES, LLC L2� CD- 1.01 OVERALL SITE DEMOLITION ZLCU-4.10 SANITARY SEWER PLAN & PROFILE LINE "Ell
A� CD-4.01 DETAILED SITE DEMOLITION 0 C-5.01 SITE DETAILS
G Li� CD-4.02 DETAILED SITE DEMOLITION zl� C-5.02 SITE DETAILS
0 CD-4.03 DETAILED SITE DEMOLITION 0 C-5.03 SITE DETAILS
ZL CD-4.04 DETAILED SITE DEMOLITION 0 C-5.04 SITE DETAILS
D/B N'T"`RA TR z CD-4.05 DETAILED SITE DEMOLITION �C-5.05 SEDIMENT AND EROSION CONTROL DETAILS
ACTUS LEND LEASE, LLC
CS-1.01 OVERALLSITE SILAYOUT L� C-5.06 BUILDING SECTIONS 1801 WEST END AVENUE, SUITE 1700 0 CS- 1.02 COORDINATE BUILDING PAD PLAN A� C-5.07 PUMP STATION DETAILS
NASHVILLE, TN 37203 CS-1.03 COORDINATE BUILDING PLAN A� C-5.08 PUMP STATION DETAILS
F PHONE [phone] ZL CS-4.01 DETAILED SITE LAYOUT 0 C-5.09 PUMP STATION DETAILS
FAX [phone] ZL C-5.10 PUMP STATION SITE PLAN
zi� CS-4.02 DETAILED SITE LAYOUT
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� CS-4.03 DETAILED SITE LAYOUT C-5.11 TEMPORARY SEEDING SPECIFICATIONS
CONSTRUCTION OFFICE: [phone] 0 CS-4.04 DETAILED SITE LAYOUT L-1.01 OVERALL STREETSCAPE AND CALL OUT PLAN
zi� CG- 1.01 SEDIMENT AND EROSION CONTROL PLAN L- 1.02 OVERALL STREETSCAPE AND CALL OUT PLAN
0 CG- 1.02 OVERALL SITE GRADING PLAN LF 1.03 OVERALL, STREETSCAPE AND CALL OUT PLAN
0 CG- 1.03 OVERALL STORM DRAINAGE PLAN L- 1.04 OVERALL STREETSCAPE AND CALL OUT PLAN
E CG- 1.04 STORM DRAINAGE PROFILE KEY MAP L- 1.05 OVERALL PLANTING PLAN
E
INEER 2CIVIL
L-1.06 OVERALL PLANTING PLAN
AND DETENTION BASIN PROFILE L-1.07 OVERALL PLANTING PLAN
DESIGN
TEAM: 0 CG-4.01 DETAILED GRADING PLAN
L-1.08 OVERALL PLANTING PLAN
ACG-4.02 DETAILED GRADING PLAN
L- 1.09 OVERALL PLANTING PLAN
SITE/CIVIL DESIGN 0 CG-4.03 DETAILED GRADING PLAN
L- 1.10 OVERALL PLANTING PLAN
LITTLEJOHN ENGINEERING ASSOCIATES 0 CG-4.04 DETAILED GRADING PLAN L-4.01 NEIGHBORHOOD PARK LAYOUT PLAN
1935 TWENTY-FIRST AVENUE SOUTH A CG-4.05 DETAILED GRADING PLAN
3 7212 L-4.02 INTERACTIVE SCULPTURE PARK LAYOUT PLAN
D NASHVILLE, TN
PHONE: [phone] z CG-4.06 DETAILED STORM DRAINAGE PLAN L-4.03 OVERALL UNIT LANDSCAPES LOCATION PLAN
FAX: [phone] CG-4.07 DETAILED STORM DRAINAGE PLAN L-4.04 TYPICAL BTXI LANDSCAPE PLANS
3 Z CG-4.08 DETAILED STORM DRAINAGE PLAN L-4.05 TYPICAL BTXI LANDSCAPE PLANS
PROJECT MANAGER: THOMAS J. DAVIS, P.E. 3 z CG-4.09 DETAILED STORM DRAINAGE PLAN L-4.06 TYPICAL BTXIII LANDSCAPE PLANS
LAND PLANNER/LANDSCAPE ARCHITECT & CG-4.10 STORM DRAINAGE PROFILE "AA" L-4.07 TYPICAL BTXIII LANDSCAPE PLANS
0 CG-4.11 STORM DRAINAGE PROFILE "AA" L-4.08 TYPICAL BTXIII LANDSCAPE PLANS
EDSA 0 CG-4.12 STORM DRAINAGE PROFILE "AB" L-4.09 TYPICAL BTXIV LANDSCAPE PLANS
C 60 CORPORATE CENTER L-4.10 TYPICAL BTXIV LANDSCAPE PLANS
10490 LITTLE PATUXENT PARKWAY, SUITE 200 0 CG-4.13 STORM DRAINAGE PROFILES "AC, AD, AF, AG, AH, All & AK"
COLUMBIA, MARYLAND 21044 0 CG-4.14 STORM DRAINAGE PROFILES "AL, AM, PK, & AN" L�4.11 TYPICAL BTXV LANDSCAPE PLANS
PHONE: (443) 539w3350 0 p� OVERALL ROAD LAN AND PROFILE KEY MAP L�4.12 OUTDOOR GYM EQUIPMENT PARK LAYOUT PLAN
FAX: [phone] C 1.01 OV RA O P L�5.01 HARDSCAPE DETAIL SHEET
( ) 0 CP-4.01 PLAN AND PROFILE - ROAD "A"
L-5.02 HARDSCAPE DETAIL SHEET
PROJECT MANAGER: HENRY M. ALINGER, ASLA & CP-4.02 PLAN AND PROFILE - ROAD "A" L-5.03 HARDSCAPE DETAIL SHEET
CP-4.03 PLAN AND PROFILE - ROAD "A" L-5.04 HARDSCAPE DETAIL SHEET
B L� CP-4.04 PLAN AND PROFILE - ROAD "B" L-5.05 HARDSCAPE DETAIL SHEET
0 CP-4.05 PLAN AND PROFILE - ROAD "C" L-5.06 HARDSCAPE DETAIL SHEET
0 CU- 1.01 OVERALL SITE UTILITIES L-5.07 PLANTING DETAIL SHEET
0 CU- 1.02 SANITARY SEWER PLAN & PROFILE KEY MAP Lr6.01 SCHEDULES AND PLANTING NOTES
0 CU-4.01 DETAILED SITE UTILITIES
CU-4.02 DETAILED SITE UTILITIES E D S A
CU-4.03 DETAILED SITE UTILITIES
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planning urban design landscape architecture CU�-4.Q4 DETAILED SITE UTILITIES A graphic design
A CU-4.05 SANITARY SEWER PLAN & PROFILE LINE "A" 60 Corporate Center
10490 Little Patuxent Parkway, Suite 200
0 CU^4.06 SANITARY SEWER PLAN & PROFILE LINE "A" Columbia, Maryland fax44
tel [phone] fax [phone]
www.edsapion.com
REFER TO SHEET GI-0.01 FOR
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TEMkIRARY SEDIM BASIN
,, a IMENT MUST BE REMQff SCHEDULE OF INSPECTIONS TYPICAL NOTES
! I E PORARY SEDIMENT BASIN dft
A NVERSION T THE FOLLOWING NOTES ARE TAKEN FROM THE STORM
TI BASIN H +UpD AND MAINTENANCE NOTES WATER POLLUTION PREVENTION PLAN (SWPPP). THEY ARE
V REPRODUCED HERE TO PROVIDE EMPHASIS ONLY. THE
H j THE FOLLOWING NOTES ARE TAKEN FROM THE STORM WATER SUB -CONTRACTOR MUST ADHERE TO ALL REQUIREMENTS OF
' POLLUTION PREVENTION PLAN (SWPPP). THEY ARE REPRODUCED THE SWPPP. ALL GRADING SUB -CONTRACTORS MUST READ H
4" � HERE TO PROVIDE EMPHASIS ONLY. THE SUB -CONTRACTOR MUST AND SIGN THE LATEST COPY OF THE SWPPP, WHICH WILL
S I ADHERE TO ALL REQUIREMENTS OF THE SWPPP. ALL GRADING BE KEPT AT THE CONTRACTOR'S Q.C. MANAGER'S JOB
S_ A 3 2. SUB -CONTRACTORS MUST READ AND SIGN THE LATEST COPY OF TRAILER.
� ,� THE SWPPP, WHICH WILL BE KEPT AT THE CONTRACTOR'S Q.C.
AS
S1R A I 1 - �� �.. MANAGER'S JOB TRAILER. 1. ALL CONTROL MEASURES MUST BE PROPERLY SELECTED,
44
1 INSTALLED, AND MAINTAINED IN ACCORDANCE WITH THE
OWNEBI F 1. INSPECTIONS SHALL BE DONE BEFORE ANTICIPATED STORM MANUFACTURES SPECIFICATIONS AND THE CONTRACTra
EVENTS (OR SERIES OF STORM EVENTS SUCH AS INTERMITTENT DOCUMENTS. IF PERIODIC INSPECTIONS OR OTHER H 0 F
SHOWERS OVER ONE OR MORE DAYS), AND WITHIN 24 HOURS INFORMATION INDICATES A CONTROL HAS BEEN USED C3 Z
AFTER THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER, INAPPROPRIATELY OR INCORRECTLY, THE SUB -CONTRACTOR Z
AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. WHEN MUST REPLACE OR MODIFY THE CONTROL FOR SITE Z
L �� 7 PORTIONS OF THE SITE HAVE BEEN FINALLY OR TEMPORARILY SITUATIONS. d 0
+••« STABILIZED, OR RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS -
G {" AL 2. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE,
a � $& (E.G. SITE COVERED WITH SNOW, ICE OR FROZEN GROUND), SUCH OFF -SITE ACCUMULATIONS OF SEDIMENT THAT HAVE NOT
0SIN BAFF - MENT S INSPECTION ONLY HAS TO BE CONDUCTED ONCE PER MONTH. REACHED A STREAM MUST BE REMOVED AT A FREQUENCY G
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B 2. INSPECTIONS AND ASSOCIATED NECESSARY REPAIRS DONE 60 SUFFICIENT TO MINIMIZE OFFSITE IMPACTS. PERMITfEES
E1,PORARY S ! F WIRE- `�� 1 HOURS BEFORE A RAIN EVENT CONSTITUTE COMPLIANCE WITH SHALL NOT INITIATE REMEDIATION/RESTORATION OF A
ER O ION CONTROL NCE WITH "BEFORE ANTICIPATED STORM EVENTS," AND INSPECTIONS AND STREAM WITHOUT CONSULTING THE CONTRACTOR'S
OMMyAGE ETAL P TREE PROTECTION 3 REPAIRS ON A FRIDAY MEET THE REQUIREMENTS FOR RAIN REPRESENATIVE FIRST. THE NPDES PERMIT DOES NOT,
INSTAL PER � I {TYPICAL) EVENTS OVER THE WEEKEND.
HOWEVER, AUTHORIZE ACCESS TO PRIVATE PROPERTY.
Ak DETAIL C-5.05 �� v
RIP-RAFI&SPILLWAY �' r 1 � d 3. QUALIFIED PERSONNEL SHALL INSPECT DISTURBED AREAS OF 3. SEDIMENT SHOULD BE REMOVED FROM SEDIMENT TRAPS,
WIDTH = 8.(� / / \ �/, THE CONSTRUCTION SITE THAT HAVE NOT BEEN FINALLY SILT FENCES, SEDIMENTATION PONDS, AND OTHER SEDIMENT
P RA T TRAP � STABILIZED, AREAS USED FOR STORAGE OF MATERIALS THAT ARE CONTROLS AS NECESSARY, AND MUST BE REMOVED WHEN �; Z
AL EXPOSED TO PRECIPITATION, STRUCTURAL CONTROL MEASURES, DESIGN CAPACITY HAS BEEN REDUCED BY 50%. C9
DRAINAGE AREA = 2.73 AC ,+� �� AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE.
In
MINIMUM SURFACE AREA = 5,13 ~
�, 3. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION N W o
SO. -FT. {10-YR CFS = 11.8) , 4. DISTURBED AREAS AND AREAS USED FOR STORAGE OF CHEMICALS EXPOSED TO STORM WATER SHALL BE PICKED ai ZO p cV
F STORAGE REQ'D = 2.73 AC * 3,6 0 \ MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE UP PRIOR TO ANTICIPATED STORM EVENTS, OR OTHERWISE o
CU.-FT./AC = 9,828 CU.-FT. AL '° " 40M AL INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, PREVENTED FROM BECOMING A POLLUTANT SOURCE FOR > N F
MIN. DEPTH = 3.5 FT. W/ 1.5 �\ - POLLUTANTS ENTERING THE DRAINAGE SYSTEM. EROSION AND STORM WATER DISCHARGES. W U >-
BELOW GRADE A&L10-F7 S DlME BAS! FF T� SEDIMENT CONTROL MEASURES IDENTIFIED IN THE STORM WATER Q
' V }'' POLLUTION PREVENTION PLAN AND IN THE CONTRACT DOCUMENTS 4. PRE -CONSTRUCTION VEGETATIVE GROUND COVER SHALL W 2
RIP -RAP SPILLWAY WIDTH - 8.0 CO STR TED F WIR -B� WII /+NOT BE DESTROYED, REMOVED OR DISTURBED MORE THAN
AL STS I STAL 2 C-5.05 SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING
g %� / CORRECTLY. 20 CALENDAR DAYS PRIOR TO GRADING OR EARTH MOVING
} / J UNLESS THE AREA IS SEEDED AND/OR MULCHED OR OTHER
/ 5. OUTFALL POINTS (WHERE DISCHARGES FROM THE SITE ENTER TEMPORARY COVER IS INSTALLED. N ~
STREAMS OR WET WEATHER CONVEYANCES) SHALL BE INSPECTED
TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE 5. CLEARING AND GRUBBING MUST BE HELD TO THE
MINIMUM NECESSARY FOR GRADING AND EQUIPMENT
A} EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING aii N
4+ WATERS. WHERE DISCHARGE LOCATIONS ARE INACCESSIBLE, OPERATION. o
/ NEARBY DOWNSTREAM LOCATIONS SHALL BE INSPECTED IF
POSSIBLE. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE 6. CONSTRUCTION MUST BE SEQUENCED TO MINIMIZE THE
E � 1 SHALL BE INSPECTED FOR EVIDENCE OF OFFSITE SEDIMENT EXPOSURE TIME OF GRADED OR DENUDED AREAS. Z w x
+. TRACKING. - H E
TEMPORARY CONSTRUCTION 5 7. EROSION AND SEDIMENT CONTROL MEASURES MUST BE w 4 a
SOUTH TEMPORARY EDIM T BA N '��/� ~ f l ENTRANCE 6. BASED ON THE RESULTS OF THE INSPECTION, ANY INADEQUATE IN PLACE AND FUNCTIONAL BEFORE EARTH MOVING a w u i z
DRAINAGE AREA = 5.44 AC. ' �, M# a� I J CONTROL MEASURES, OR CONTROL MEASURES IN DISREPAIR, OPERATIONS BEGIN, AND MUST BE CONSTRUCTED AND h z 0 m
STORAGE REQUIRED = ,792 C. ��, 9 +"= / SHALL BE REPLACED OR MODIFIED, OR REPAIRED AS NECESSARY, MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. h m m
BEFORE THE RAIN EVENT IF POSSIBLE, BUT IN NO CASE MORE TEMPORARY MEASURES MAY BE REMOVED AT THE z TASURFACE AREA = 3,66 S.F. SEDIMENT BASIN DEPTH = 3.5 FT � �� THAN SEVEN DAYS AFTER THE NEED IS IDENTIFIED. kF BEGINNING OF THE WORK DAY, BUT MUST BE REPLACED AT �--� w < W
pp +s ��C K1 Sd�eCREE It93 MAINTENANCE PRIOR TO THE NEXT ANTICIPATED STORM EVENT IS THE END OF THE WORK DAY.
363543 4 MEDAL GAiE IMPRACTICAL, MAINTENANCE MUST BE SCHEDULED AND
n *, S E24B39Q4 83 ACCOMPLISHED AS SOON AS PRACTICAL. 8. THE FOLLOWING RECORDS SHALL BE MAINTAINED ON
SITE; THE DATES WHEN MAJOR GRADING ACTIVITIES OCCUR;
THE DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY
------� 7. BASED ON THE RESULTS OF THE INSPECTION, THE SITE
GKQWN � DESCRIPTION PROVIDED, AND THE POLLUTION PREVENTION OR PERMANENTLY CEASE ON A PORTION OF THE SITE; AND
THE DATES WHEN STABILIZATION MEASURES ARE INITIATED.
MEASURES PRESENTED IN THIS PLAN MAY BE REVISED AS
o --- -` APPROPRIATE, BUT IN NO CASE LATER THAN 14 CALENDAR DAYS
D 1 W ,,,M x ,,,,, FOLLOWING THE INSPECTION. SUCH MODIFICATIONS SHALL 9. STABILIZATION MEASURES SHALL BE INITIATED AS SOON
PROVIDE FOR TIMELY IMPLEMENTATION OF ANY CHANGES TO THIS AS PRACTICAL IN PORTIONS OF THE SITE WHERE
PLAN IN NO CASE LATER THAN 21 CALENDAR DAYS FOLLOWING CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR
1 THE INSPECTION. PERMANENTLY CEASED, BUT IN NO CASE MORE THAN SEVEN `,��iiilfr�►/�f
AL
._x TP� �` DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION `��'��'; �ARof��i
OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. O • F S
tiffj 8. INSPECTIONS SHALL BE DOCUMENTED AND INCLUDE THE SCOPE .
1 EXCEPT IN THE FOLLOWING TWO SITUATIONS: 1. WHERE THE
8 E #ASIN S ,lam, STORM SEWER IS SHOWN FOR OF THE INSPECTION, NAME(S) AND TITLE OR QUALIFICATIONS OF
INITIATION OF STABILIZATION MEASURES BY THE SEVENTH -
r ILLUSTRATIVE PURPOSES ONLY AND IS NOT PERSONNEL MAKING THE INSPECTION, THE DATE(S) OF THE DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND 11 4
TO BE CONSTRUCTED AS PART OF THE INSPECTION, MAJOR OBSERVATIONS RELATING TO THE f
c� CONDITIONS, STABILIZATION MEASURES SHALL BE INITIATED i�''G1RE�45
L) i SEDIMENT AND EROSION CONTROL PHASE IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION y
AS SOON AS PRACTICAL; OR 2. WHERE CONSTRUCTION 1i Q ' -
�` } �' PLAN INCLUDING THE LOCATION OF DISCHARGES OF SEDIMENT ��i�AS
3 � ( ) ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY r���ilIIi111���
e � ' �. OR OTHER POLLUTANTS FROM THE SITE AND OF ANY CONTROL CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE
\� RIP P SPILLWAYS DEVICE THAT FAILED TO OPERATE AS DESIGNED OR PROVED RESUMED WITHIN 15 DAYS, TEMPORARY STABILIZATION
WIDTH - 8.0 INADEQUATE FOR A PARTICULAR LOCATION AND ACTIONS TAKEN IN
0 "�'�"'�""°"�' �/ RI P PI WAY MEASURES DO NOT HAVE TO BE INITIATED ON THAT
AL I 0' ACCORDANCE IN PARAGRAPH 6 ABOVE. PORTION OF SITE.
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C 10. TEMPORARY OR PERMANENT SOIL STABILIZATION SHALL Z C
j� BE ACCOMPLISHED WITHIN 15 DAYS AFTER FINAL GRADING
a ALL SE IMENT UST BE REM ' -.V -*--TP NOTIFICATION: OR OTHER EARTH WORK. PERMANENT STABILIZATION WITH O
Y FROM TE ORAR SEDIMENT T -� NOTIFY THE DIVISION OF LAND RESOURCES (NCDENR), 910-796-7230. PRIOR PERENNIAL VEGETATION OR OTHER PERMANENTLY STABLE,
EFORE ONVERSLON +.. ' Alt TO COMMENCING WORK ON THIS PROJECT MONON-ERODING SURFACE SHALL REPLACE ANY TEMPORARY 0
MEASURES Z
INFIL TION B S I AU
S SOON AS PRACTICABLE. W
LIMITS OF CONSTRUCTION o� w ,�
11. NO SOLID MATERIALS INCLUDING BUILDING MATERIAL,
*ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE SHALL BE DISCHARGED TO WATERS OF THE UNITED STATES U 01
U)m MAINTAINED UNTIL AREA DRAINING TO DEVICE HAS BEEN EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT. Z
j STABILIZED AND NO MORE LAND DISTURBING ACTIVITIES IS Z W Z
12. OFFSITE VEHICLE TRACKING OF SEDIMENTS AND THE � < � ,* +�, PLANNED FOR THE AREA.
' GENERATION OF DUST SHALL BE MINIMIZED.41
W
0 �" *ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES a Z
9 TEMPORARY EDIMENT RAPS " 2 SI FE CE SHALL BE ADDED AS REQUIRED AT NO ADDITIONAL COST TO Z
a B DRAINAGE AR A= 2.79 Are { L THE CONTRACTOR. w 0 B
j MINIMUM SUR ACE AREA = S .-FT. 0-Y I 12. * Urr STORAGE REQ D. = 2.79 AC CU AC 10, CU 4 DIVERSIION SWALES SHALL BE FIELD LOCATED TO DIRECT _.--- --.. U ' "'
v MIN. DEPTH 3.5 FT. a �- E OW RODE �#TY
STORMWATER RUNOFF TO TEMPORARY SEDIMENT BASINS AND = D PROF, S7. Q
; � ��� :--"'" `.,-.. � fo •- w RIP -RAP SPI WAY WIDT {EA H TR P) TRAPS.
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4" A S T L ATERING ACTIVITIES DURING EXCAVATION FOR ANY PORTION Project
0 T THE PROJECT SHALL BE ACCOMPLISHED USING METHODS ALL CURB INLETS TO RECEIVE SAND ; 07 1 t No: 24235
c, '$ EPTABLE TO NCDENR. THE SUB -CONTRACTOR SHALLIBM BAG BARRIER INLET PROTECTION UNTIL : a Drawn:
v � �' �' ITHER ALLOW SEDIMENT TO LEAVE THE SITE NOR CREATE FINAL SITE STABILIZATION. Thomas J. Davis :
a OSIVE CONDITIONS. 7 d'
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ALL CATCH BASIN INLETS TO RECEIVE f N°' 29a C; '
A` Ole 2 FILTER FABRIC INLET PROTECTION �':�Y,1N�.__..� ff Approved:
UJ 1 - ) LANDS NOTE; UNTIL FINAL SITE STABILIZATION.
s ./AC = 2 C THERE ARE NOT WETLANDS LOCATED WITHIN THE LIMITS OF •., SE4 ,,.-� *Scale:
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EXISTING FIENTUURES I LEGEND.OR
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WALLS. CONE SECTION TO BE ECCENTRIC
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7 STORM JUNCTION MANHOLE
NOT TO SCALE
PROVIDE CONTROL JOINTS 0 10' CENTERS.
PROVIDE EXPANSION JOINTS 0 100' CENTERS
MAXIMUM AND AT ALL TANGENT POINTS,
DRIVEWAY APRONS AND INLETS.
BACKFILL TRANSITION FROM CATCH TO SPILL CURB
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1. CASTING FOR CURB AND B B
GUTTER SHOWN. 23,60
2. CONCRETE TO BE 3500 psi LU
AT 28 DAYS. + 00 6„ 31-3/4 31-314 6"
3. REINFORCE WITH NO. 4 BARS -
GRADE 60 ® 12" O.C.E.W. - -
4. POURED IN PLACE BOX OF EQUAL
DIMENSIONS IS ACCEPTABLE. CAST IRON LINTEL
5. PROVIDE REDUCER RING TO TO BE 1" X 6" X 38"
ACCOMODATE PROPOSED CASTING. APPROX. WEIGHT 70 Ibs
6. DELETE HOOD WHERE INLET
CONFLICTS WITH DRIVEWAY.
BRICK LOCATION OF TOP OF CASTING
61 ADJUSTMENT ELEVATION AND COORDINATE
COURSES A f OFPCURB
LOCATION OF TOP OF CASTING
ELEVATION AND COORDINATE
a
x Or
w
MIN. SLOPE
3/4" PER 12"
°
*ADJUST STRUCTURE
DIMENSIONS AS NECESSARY A
TO RECEIVE STORM PIPE ON
SKEWS. 3,_4„ 6'-3 1/2" MIN.
SECTION A -A SECTION B-B
4 DOUBLE INLET
NOT TO SCALE
- BACK
OF CURB
NOTES:
1. CASTING FOR CURB AND
GUTTER SHOWN. + z B
2. CONCRETE TO BE 3500 psi o N 31-3/4" 33-1/2' 1-3%4'
AT 28 DAYS.
3. REINFORCE WITH NO. 4 BARS gL��
GRADE 60 0 12" O.C.E.W. �� d'• a
4. POURED IN PLACE BOX OF EQUAL
DIMENSIONS IS ACCEPTABLE. A
5. PROVIDE REDUCER RING TO CAST IRON LINTEL
ACCOMODATE PROPOSED CASTING. TO BE 1" X 6" X 38"
6. DELETE HOOD WHERE INLET APPROX. WEIGHT 70 Ibs
CONFLICTS WITH DRIVEWAY. 6" LOCATION OF TOP OF CASTING
TOP OF CURB A ELEVATION AND COORDINATE
LOCATION OF TOP OF CASTING
ELEVATION AND COORDINATE BRICK
ADJUSTMENT
COURSES
• 4
CF
MIN. SLOPE
1/2 PER 12"
3'-4" f I + A �J
SECTION A -A SECTION B-B
*ADJUST STRUCTURE DIMENSIONS AS NECESSARY
TO RECEIVE STORM PIPE ON SKEWS.
TRIPLE INLET
NOT TO SCALE
FRAME
& GRATE
FINISHED GRADE
PAVEMENT
10'-20" � o--za
14 NO PARKING SIGN ' PIPE DIA.+18"
(RIGHT)qW 14 NO PARKING SIGN BASE 28" MIN
40'-m. M `LEFT) P I I 14
SIGN—_
10'-20' 10'-20 {RIGHT POURED CONCRETE
I�� 71
M I� WALL AND SLAB NO HUB
(3500 PSI)
12 CROSSWALK SIGN I 1 ADVANCED CROSSWALK OUTLET -� GROUT— \
SIGN \
AR N 14
(LEFT) STOP SIGN 6
VARIES
A VANCED CROSSWALK (SEE SCHEDULE)
SIGN 24" WIDE STOP BAR
3/$"0 REBARS ON 12"
CENTERS BOTH WAYS
(GRADE 60)
LOCATION OF TOP OF CASTING
ELEVATION AND COORDINATE POINT
,-- GROUT
WARNiNG SIGNS 6 CATCH BASIN
AT CROSSWALKS NOT TO SCALE
9 NOT TO SCALE
28
FACE OF CURB PAVEMENT FACE OF CURB
12.5' 12.5'
EDGE OF
PAVEMENT EDGE OF
CONCRETE CURB AND GUTTER PAVEMENT
(SEE DETAIL)
2% 2%
2% MAX.
2%� SLOPE 3 MAX
51" SLOPE
CUT
3 MAX.
FILL
SLOPE
COMPACTED 3" ASPHALTIC CONC. SURFACE
SUBGRADE PRIME COAT ® 0.30 GAL./SQ. YD.
6" MINERAL AGGREGATE BASE
* ASPHALT TO BE PLACED IN TWO LIFTS.
TYPICAL PAVEMENT SECTION
NOT TO SCALE
USE 2500 PSI CONCRETE;
PROVIDE CONTROL JOINTS ® 4' CENTERS
PROVIDE EXPANSION JOINTS
WHERE SIDEWALKS ABUT RIGID MATERIAL
TOPSOIL TO BE
PLACED WITHIN
1/2" OF WALKWAY
SURFACE
il SLOPE 2% MAX., 1 % MIN.
DTI I III 4 ! . . ' . a�. ° . . a♦ ' . . WI-
4" COMPACTED SAND BASE
* ALL STREET SIDEWALKS ARE 4'
ALL NON -HANDICAP UNIT (HOUSE) SIDEWALKS ARE 3'
ALL HANDICAP UNIT (HOUSE) SIDEWALKS ARE 4'
CONCRETE.- SIDEWALK.
NOT TO SCALE
LOCATION OF TOP OF CASTING
ELEVATION AND COORDINATE
U) *PROVIDE REDUCER RING
AS NECESSARY TO ACCOMODATE
a PROPOSED CASTING. ADJUST
w STRUCTURE DIMENSIONS AS
w ADJUST STRUCTURE
NECESSARY TO RECEIVE STORM DIMENSIONS AS
o PIPE ON SKEWS. NECESSARY TO
RECEIVE STORM
PIPE ON SKEWS
w
PIPE DIA. +18"
., o"
PLAN
MIN SLOPE
3/4" PER 12"
a
BACK OF CURB
B
NOTES:
1.
CASTING FOR CURB AND
GUTTER SHOWN.
2.
CONCRETE TO BE 3500 psi
AT 28 DAYS.
3.
REINFORCE WITH NO, 4 BARS
GRADE 60 ® 12" O.C.E.W..
4.
POURED IN PLACE BOX OF EQUAL
DIMENSIONS IS ACCEPTABLE.
5.
PROVIDE REDUCER RING TO
ACCOMODATE PROPOSED CASTING.
6.
DELETE HOOD WHERE INLET
CONFLICTS WITH DRIVEWAY.
TOP
OF CURB LOCATION OF TOP
OF CASTING ELEVATION
AND COORDINATE
BR
AD
CO
3'-4 -�
SECTION A -A SECTION B-B
SINGLE INLET
NOT TO SCALE
4
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SHEET 53 OF W
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EDGE OF PVMT. SURFACE OVERLAY
TO REMAIN TO BE WEDGED INTO
UNDISTURBED; EXISTING ASPHALT;
PROVIDE A CLEAN TRANSITION OVER
CUT EDGE 4 FEET
4'
1 1 /2" ASPHALT
CONCRETE SURFACE
COURSE
NEW ASPHALT
PAVING WHERE
APPLICABLE;
SEE DETAIL
SHEET C-5.01
I IIII III I I III IIII II III o
ago
O o 00 0 0 o�pQ �o0 0
Q
EXISTING po 4 o� o
ASPHALTIC PAVING o Q
PAVEMENT SURFACE COURSE OVERLAY
NOT TO SCALE
TYPE ill - OBJECT MARKER -
MOUNT HORIZONTALLY ON
BARRICADE 2-1/2" PIPE WITH
CAPPED ND —
SEE LATCH DETAIL IJ2`I
< 3" X 3" X 3/8"
6 PIPE 3 HINGES WELDED TO r�
BOLLARD PIPE BOLLARD AND h,
< 3" X 3" X 3/8"
WITH/CAP CAPPED ND PIPE 1/2"
;n
3000 P.S.I. (MIN.)
CONCRETE
.q.
+ TYPE III - OBJECT MARKER
18• 1 (12" X 36")
1-0 owl
DIA. NOTES:
PAINT BARRICADE BLACK
TWO BARRICADES REQUIRED ONE ON EACH SIDE OF DRNEWAY
PIPE GATE
NOT TO SCALE
48" RCP PIPE W/ 4" X 4"
—\
TRASH RACK COVER
INVERT = 6.6
BOTTOM OF WALL = 6.8
CONCRETE
REINFORCE WITH #4 BARS @ 8"
(TIE REINFORCEMENT INTO HEADV
ALL EDGES OF EXPOSED
CONCRETE TO BE CF
ONE INCH.
SLOPE APRON
TO DRAIN
N 0.40 12 "E.'
2" MIN. COVER
PLAN
)ND OU'
TOP OF WA
RIFICE
= 7.0
ISOMETRIC VIEW
ABLE OF
DIMENSIONS
SIZE 10'
A 96"
B 120"
C 56"
B 66"
E 83"
F 8„
WT /# 8575
RIP —RAP
'LET STR
NOT TO SCALE
fi•
*EL
V�
PAVEMENT '1'R' I N I—j
FINISHED
GRADE
d _
CRUSHED a dJ
STONE "
BASE
8.
CONCRETE
POST CURB
NOT TO SCALE
LATCH DETAIL
2" WIDE X 4-1/2" LONG
X 3/16" THICK GALVANIZE
METAL PLATE WITH 3/8"
DIA. HOLE. WELD TO
CAPPED END OF PIPE
� _ G
�g
2'
LATCH ELEVATION
LL = 8.08
7A
N
0
6"
i
L-- A
F
CONCRETE
4—NO.4
c'
2—NO.4
SECTION A —A
RIPRAP THICKNESS = 12"
STONE SIZE = 8"
*5 RIPRAPPED DITCH
NOT TO SCALE
RAISED TRUNCATED DOMES TO PROVIDE
A TACTILE WARNING SURFACE FOR
A HANDICAPPED INDIVIDUALS. DOME AREA
TO BE COLORED W/ COLORING ADMIXTURE;
O O O O O O O O O O O O O O O O L.M. SCOFIELD CO. COLOR TO BE CON-
O 0000000
O O 00 0 0 0000000 0 TRASTING OF DARK TO LIGHT SURFACE.
FlN& COLOR SELECTION TO BE SELECTED
000 000 FROM SHOP DRAWING SUBMITTAL.
M 000 ° ° 000
°0000000 0000000
A FACE OF CURB IN
FLUSH SIDEWALK & TRANSITION AREA TO
CONCRETE PAVEMENT CONDITION BE STRIPED WITH
PLAN YELLOW PAINT (BOTH
SIDES). PROVIDE 5"
O 2" WIDE STRIPE BEGIN-
2.35" O.C. NING 3" FROM THE
(5MM) (60 MM) BACK EDGE OF THE
CURB AND WRAP OVER
NOSE RADIUS OF CURB.
• • y .rAc
,, A
0.
DETAIL (23 MM) RAISED TRUNCATED
DOMES TO BE FORMED
ON THE SURFACE OF
THE CONCRETE WALK.
CONTRACTOR TO
3' PROVIDE A FORM
2.35" CONSTRUCTED TO THE
O.0 PATTERN SHOWN
.► HEREIN, TO IMPRINT
s 4 d c THE SURFACE OF THE
d ^ Qa 4 ao p CONCRETE TO CREATE
a THE DESIRED PATTERN.
SECTION A --A
OPTION A
6" WALL TO
PROVIDE 4" WIDE CONCRETE BAND TEXTURED
WATER CONCRETE CURB do GUTTER W� A LIGHT BROOM FINISH
QUALITY (TYP. BOTH SIDES)
CONTROL
ASPHALTIC O O
ROADWAY + 0 O 0. 3s� 0
PAVEMENT :• O O O
Y 0 0 0 0 0 0 0 SIDEWALK
FLUSH CONDITION .• 0 O O o O O 0
FACE OF CURB IN O 0 O© O p 0
TRANSITION AREA TOdz
BE STRIPED WITH
YELLOW PAINT (BOTH ..
SIDES). PROVIDE 5' EXPANSION JOINT
WIDE STRIPE BEGIN -
MORTAR JOINTS
NING 3' FROM THE (0'-1/4' WIDTH MAX)
BACK EDGE OF THE
CURB AND WRAP OVER 11 3/4° X 11 3/4' DETECTABLE WARNING
NOSE RADIUS OF CURB. PAVER BY HANOVER WITH CHARCOAL COLOR
CONCRETE CURB do GUTTER OR APPROVED EQUAL
ASPHALTIC 136"
ROADWAY I
PAVEMENT f
fi•��' fi•7.4� �•fa�•j.��
f •/ f
I
s �
NO.4012
2" MIN.
RIP —RAP
WITH FILL
FABRIC
ALL EDGES OF EXPOSED
CONCRETE TO BE CHAMFERED
ONE INCH.
PLAN
TABLE OF DIMENSIONS
SIZE
4'
6'
8'
10'
A
32"
48"
72"
96"
B
48"
72"
96"
120"
C
30"
44"
50"
56"
D
25"
36"
52"
66"
E
24"
36"
59"1
BY
F 1
N/A
8"
8"
8"
MAX.
OPG.
18"
26„
40„
Wr-/,4109013130
5625
8575
ON 4' WINGED HEADWALL
�A
­4FI_­
�4—N0.4
CONCRETE___ ­_
OUTLET
2—N0.4
SECTION A —A
1) FILTER FABRIC TO BE
MIRAF. 18ON / BP 4553
OR APPROVED EQUAL.
2) RIP —RAP d50 = 8" & DEPTH OF
RIP —RAP TO BE 18".
WINGED HEADWALL WITH RIP —RAP
NOT TO SCALE
4" CONCRETE (3000 PSI)
REINFORCED WITH
6"x6"-W2.9xW2.9 WWF
4" COMPACTED SAND BASE
COMPACTED
SUBGRADE
TYPICAL DRIVEWAY
PAVEMENT SECTION
NOT TO SCALE
\\ VARIES (SEE PLANS)
i
\
2' MIN \
3 3 \
GROEEN SC150 SION CONTROL FABRIC NORTH AM.
INSTALL PER MANUFACTURER'S
RECOMMENDATIONS
4' MIN.
FLAT BOTTOM DITCH
NOT TO SCALE
PEDESTRIAN CROSSWALK
0.5 �.� V
6' fi,
0.50 0.00
o'ao p ,
t':: n _ a°� °fl 0. o
0.5a 0.00
2'
0.500.00
TACTILE WARNING STRIP
NOTE:
1. PEDESTRAIN CROSSWALK SOLID WHIT
MARKINGS PAINTED ON ASPF�ALT (TYPICAL�.
2. PAINT 12" WIDE STRIPES AS INDICATED.
USE PORTER TRAFFIC WHITE PAINT OR
APPROVED EQUAL.
PEDESTRIAN CROSSWALK
AND HANDICAP RAMP
(TYPE B )
NOT TO SCALE
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SHEET 54 OF 93
C=5902
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GROUND SURFACE
ILI
H UNDISTURBED EARTH FINAL BACKFlLL
CUT TO FIRM, b" 4 NITIAL BACKRLL,
,CUT
SOIL DPE PIPE '-12' (150-300mm)
ABOVE TOP OF PIPE.
IF
in
FOUNDATION
MIN. TRENCH WIDTH
OPEN DITCH INSTALLATION
TYPICAL CROSS—SECTION
(N.T.S.)
HAUNCHING, TO
SPRINGLINE OF PIPE
BEDDING MATERIAL
4"
�onl Min Cl lor.nr
UNDISTURBE
EARI
TYPICAL TRENCH CROSS—SECTION
(N.T.S.)
Unless otherwise specified by the Contractor's Quality Control Manager,
minimum trench widths shall be as follows:
=1NAL BACKFlLL
INITIAL BACKFlLL,
6"-12" (150-300mm)
ABOVE TOP OF PIPE.
HAUNCHING, TO
SPRINGLINE OF PIPE
BEDDING MATERIAL
4'
NOMINAL DIAMETER. in
MIN. TRENCH
WIDTH. in
NOMINAL DIAMETER, in
MIN. TRENCH
WIDTH. in
4
21
24
48
6
23
30
66
8
25
36
78
10
28
42
83
12
31
48
89
15
34
60
102
18
39
N OTES:
1. BEDDING AND BACKFlLL MATERIAL SHALL BE CRUSHED STONE MEETING ASTM D 2321. CRUSHED STONE TO BE NO LARGER THAN
1-1/2-INCH WITH LITTLE TO NO FINES. CRUSHED STONE SIZES MEETING THIS REQUIREMENT INCLUDE BUT NOT LIMITED TO NUMBER
5, 57, 67, 68, 8, 9, AND 10.
2. FOR PIPES INSTALLED OUTSIDE OF PAVEMENT , CRUSHED STONE TO BE USED FOR BEDDING AND BACKFlLL UP TO 3/4 OF THE PIPE
DIAMETER. FROM THE 3/4 POINT TO 12-INCHES ABOVE THE TOP OF THE PIPE, THE BACKFlLL MATERIAL MUST BE SELECT
MATERIAL FREE FROM LUMPS OF STONES LARGER THAN 1-1/2-INCH DIAMETER.
3. FOR PIPES INSTALLED UNDER PAVEMENT, CRUSHED STONE IS TO BE USED FOR BEDDING AND BACKFlLL TO A MINIMUM OF
12-INCHES ABOVE TOP OF PIPE.
4. THE PIPE SHALL HAVE A MINIMUM OF 24 INCHES OF COVER FOR CONSTRUCTION LOADS.
5. ALL HIGH -DENSITY POLYETHYLENE (HDPE) PIPE USED FOR CULVERT AND STORMDRAIN APPLICATIONS SHALL CONFORM TO THE
REQUIREMENTS OF AASHTO M294 CURRENT EDITION AND BE VERTIFIED THROUGH THE PLASTICS PIPE INSTITUTE (PPI) THIRD PARTY
CERTIFICATION PROGRAM. ALL HDPE PIPE DELIVERED AND USED SHAL BEAR THE THIRT PARTY ADMINISTERED PPI SEAL.
6, RECYCLED CRUSHED CONCRETE CAN BE USED FOR THE BEDDING AND BACKFlLL MATERIAL PROVIDED IT MEETS THE REQUIREMENTS
OUTLINED IN 1. & 2. OF THESE NOTES.
FACE OF
BUILDING
FINISH GRADE
—TOP OF VALVE BOX
�— SIDEWALK
CURB STOP
SEE HOUSING PLUMBING
DRAWINGS FOR CONTINUATION.
FACE OF CURB
1" CORPORATION STOP
WATER MAIN '
WATER SERVICE
4 CONNECTION
NOT TO SCALE
CORRUGATED HDPE PIPE WITH SMOOTH INNER WALL
6 INSTALIATION DETAIL ALL
BENDS
NOT TO SCALE
4:.
O
PLAN - BENDS
5
L 6"
CONC. MIN.
THRUST
BLOCK
ISOMETRIC
BENDS
X
X
PLAN - TEES & PLUGS
I�
5" MIN.
SECTION "X—X"
BENDS & TEES
THRUST BLOCK
NOT TO SCALE
PIPE
SIZE
90' BEND
H,
H2
D
V
4"
24'
12"
12"
24"
6"
36"
16"
18"
30"
8"
48"
18"
18"
36„
PIPE
SIZE
45' BEND
H,
H2
D
V
4"
24„
8"
12"
12"
6"
30"
10"
18"
20"
8"
36"
11"
18"
30„
PIPE
SIZE
22 1 /2BEND
H,
H2
D
V
4"
12"
8"
1211
12"
6"
18"
10"
18"
18"
8"
27"
1 11"
18
20"
PIPE
SIZE
11 1 /4'
BEND
H,
H7
D
V
4"
12"
8"
12"
12"
6"
16"
10"
18"
12"
8"
18"
1 1 „
18
16"
PIPE
SIZE
TEES & PLUGS
H,
HZ
D
V
4
24��
1219
1291
16lo
6"
30"
16"
18"
24"
8"
40"
18"
1$"
30"
DIMENSIONS BASED ON SOIL BEARING CAP.
OF 1000 PSF & WATER PRESSURE OF 150
PSI (100 PSI + 50% FOR WATER HAMMER).
2
3
SAME BLOCKING AS
OPPOSITE END
OBSTRUCTION
FLAT IRON
STRAP
FINISHED
GRADE
NOTE: A VERTICAL
CLEARANCE OF 18"
MIN. IS REQUIRED
BETWEEN WATER AND
SANITARY SEWER MAINS.
THREADED
RODS —HEX
NUTS ADAPTER
STANDARD CONC. PIECES
THRUST BLOCKS
WATER LINE CONSTRUCTION
AT UTILITY CROSSING
NOT TO SCALE
HIGH INTENSITY REFLECTIVE
SPEED SHEETING SPEED LIMIT SIGN
LIMIT (R2-1) 24"x30"
20
1101
i
• • '_
CONCRETE
COLLAR
2" X 2" STEEL TUBE; PROVIDE
CAP AT TOP END AND GRIND
SMOOTH, PAINT BLACK.
CAST IRON, VALVE, BOX COVER
LETTERED WATER
FINISHED GRADE
5-1/4" MIN,
�-- ADJUSTABLE CAST
IRON VALVE BOX
8-1/2" MIN.
MECHANICAL JOINT
END GATE VALVE
CONCRETE
THRUST BLOCK
GATE VALVE AND VALVE B 0X
NOT TO SCALE
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varies from 22 x 34
SHEET 55 OF 93
C=5903
H
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F
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PUMPER OUTLET TO HYDRANT BARREL EXTENSION
FACE STREET IF REQUIRED TO BRING HYDRANT
TO PROPER ELEVATION
HYDRANT TO BE C.I. CASTING AND COVER
VERTICALLY PLUM B �e� BQU LSD NO. 8006 OR
INSTALLATION SHALL © ' SELECTED BACKFILL
COMPLY WITH LOCAL (NO ROCK OVER 6")
CODES
7. 2"t 21
•
I�s �� E �� iEl �� rs ION
i®
6" HYDRANT —j "--CONCRETE
-CONCRETE
FEED LINE THRUST
BLOCK
CONCRETE THRUST BLOCK AND SUPPORT PAD.
CARE IS TO BE TAKEN WHEN POURING CONC.
KICKER SO THAT WEEP HOLES ARE NOT BLOCKED.
CRUSHED STONE TO BE PLACED AROUND FIRE HYDRANT
WEEP HOLES. A MINIMUM OF 7 CU. FT. OF CLEAN STONE
IS REUQIRED. COVER TOP OF CURSHED STONE DRAIN
AREA WITH BUILDER'S FELT BEFORE BACKFILLING.
FIRE HYDRANT ASSEMBLY - COMPLETE
NOT TO SCALE
CROSSWALK SIGN SHALT_ BE W1 1-2
PER MUTCD STANDARDS.
SIGN SHALL BE LOCATED
3' FROM EDGE OF PAVEMENT.
COORDINATE WITH SIDEWALK
LOCATION.
SEE TECHNICAL SPECIFICATIONS
FOR SIGN MATERIALS.
2" STEEL TUBE; PROVIDE
T TOP END AND GRIND
-H, PAINT BLACK.
ONCRETE BASE
250o PSI)
CROSSWALK SIGN
NOT TO SCALE
AHEAD
1. ADVANCED CROSSWALK SIGN SHALL
BE W11-2 AND W16-9P PER MUTCD
STANDARDS.
2. SIGN SHALL BE LOCATED
3FROM EDGE OF PAVEMENT.
COORDINATE WITH SIDEWALK
LOCATION.
SEE TECHNICAL SPECIFICATIONS
FOR SIGN MATERIALS.
2" STEEL TUBE; PROVIDE
T TOP END AND GRIND
7H, PAINT BLACK.
?ONCRETE BASE
2500 PSI)
ADVANCED CROSSWALK SIGN
NO NOT TO SCALE
PARKING 1. NO PARKING SIGN SHALL BE
ANY R7-1 PER MUTCD STANDARDS.
TIME 2. SIGN SHALL BE LOCATED
3' FROM EDGE OF PAVEMENT.
COORDINATE WITH SIDEWALK
LOCATION.
3. SEE TECHNICAL SPECIFICATIONS
FOR SIGN MATERIALS.
0 2" X 2" STEEL TUBE; PROVIDE
CAP AT TOP END AND GRIND
SMOOTH, PAINT BLACK.
ONCRETE BASE
2500 PSI)
�. NO NO 1 NO
N
>, PARKING PARKING PARKING
ANY ANY ANY
TIME TIME TIME
12
16,
SCORE JOINTS (TYP.)
EXPANSION JOINT ZASPHALT CONCRETE VEHICULAR PAVEMENT (TYP.)
ALLEYWAY (4000 PSI)
Z"�_CONCRETE SIDEWALK (TYP.)
7" ELEV. (2500 PSI)
SIDEWALK I : MAX. 5% SLOPE (TYP.)
♦" 111 .�
'6".'ELM"
BACK OF "'
PROPOSED - PLANTER STRIP
CURB & 4 44 "
GUTTER
0" ELEV.
SCORE JOINTS (TYP.)
PLAN 4
CLASS "B"- I ---SERVICE MAIN
CONCRETE
CONCRETE PROTECTION
NOT TO SCALE
CONTROL JOINT 4'-0" MIN.
SIDEWALK 1.5" ASPHALTIC 12"
ASPHALT CONCRETE SURFACE MIN. VARIES
ALLEYWAY SLOPE DOWN FROM CONCRETE CURB & GUTTER CONTINUOUS
FRONT OF SIDEWALK i
2.0% MAX.
N SURFACE COURSE 6" BITUMINOUS
BINDER COURSE
BINDER
NEAT, STRAIGHT
SAWCUT EDGE
12"
MIN.
EXISTING
—I UNDISTURBED _ FULLY COMPACTED
SOIL I I ' I _ TRENCH BACKFILL
4" MINERAL TO BE NO. 57
AGGREGATE STONE BASE — I I _ CRUSHED STONE
COMPACTED EXPANSION JOINT -III O I -
SUBGRADE I —
6"x6" - W2.9 x W2.9 WWF
SECTION
8
ALLEY RAMP SECTION
NOT TO SCALE
BRONZE OR PVC CLEANOUT
W/ RECESSED CAP IN LAWN
AREAS. CAST IRON CLEANOUT CLEANOUT WITH COVER
W/ RECESSED CAP IN PAVEMENT
AREAS. BRONZE CAP TO BE 18" X 18" X 4"
USED IN SIDEWALK AREAS. CONCRETE PAD
ASPHALT FINISH GRADE
EXTENSION: SAME —I 1=1
I I I
SIZE AS SEWER
(UP TO 6"0 MAX.)
LONG SWEEP 1/4 BEND
OR COMB. Y AND 1/8
BEND (USE REDUCING SEWER MATERIAL AND
TYPE WHERE READ.) SIZE AS REQUIRED
9
CLEANOUT
COORDINATES GIVEN TO
CENTER OF STRUCTURE
A
El I 1I- PIPE
.5 PAVEMENT REPLACEMENT
NOT TO SCALE
1. STOP SIGN SHALL BE R1-1
STOP (30x30) PER MUTCD STANDARDS.
2. SIGN SHALL BE LOCATED
3' FROM EDGE OF PAVEMENT.
COORDINATE WITH SIDEWALK
LOCATION.
3. SEE TECHNICAL SPECIFICATIONS
" FOR SIGN MATERIALS.
0
I
in
2" X 2" STEEL TUBE; PROVIDE
CAP AT TOP END AND GRIND
I SMOOTH, PAINT BLACK.
CONCRETE BASE (2500 PSI)
r
SCORE JOINTS (TYP.)
EXPANSION JOINT
(TYP.)
BACK OF
PROPOSE
CURB & _
GUTTER
SIDEWALK
TRAIL CONNE
NOT TO SCALE
'ASPHALT TRAIL; REFER TO
LANDSCAPE ARCHITECTURAL
DRAWINGS FOR DETAIL
CONTROL JOINT; REFER TO
LANDSCAPE ARCHITECTURAL
DRAWINGS FOR DETAIL
CONCRETE SIDEWALK; SEE
DETAIL 2. SHEET C-5.01
TION
PLANTER STRIP
NAME-% � -WIES' .
+ CONCR'EtE dNCR t.
7vl�
'�CONCRETE VEHICULAR PAVEMENT {TYP.}
a : DR:`DRIUEWAaY (4000 PSI)
CONCRETESIDEWALK(TYP.)
2500 PSI)
. l7+ry • d p p MAX. 5% SLOPE
r.
PLANTER STRIP
_/ .' - -------
0' ELEV. 0" ELEV.
SCORE JOINTS (TYP.)
PLAN
EXPANSION JOINT
SIDEWALK
4" CONCRETE CURB & GUTTER CONTINUOUS
DRIVEWAY SLOPE DOWN FROM TAPER TO 1 1 /2" ®DRIVEWAYS
FRONT OF SIDEWALK
2.ox MAx.
��1 1 /2" SURFACE COURSE
4" COMPACTED SAND BASE —J
COMPACTED
SUBGRADE
NOT TO SCALE
6
STOP
SIGN
MANHOLE FRAME AND GRATE TO BE
SOLID CASTING JOHN BOUCHARD
NOT TO
SCALE
AND SONS NO. 1110, NEENAH
RADIUS (R) OF CENTERLINE
NO. R-1922 OR APPROVED EQUAL
OF GROUT CHANNEL EQUAL
PRECAST CONCRETE
TO RADIUS (M) OF MANHOLE
ADJUSTING RING
FINISH GRADE
CONCRETE RING
�
TACTILE WARNING STRIP
SECTION A -A
A N.T.S.
6" CONCRETE
-0" OPENING
0.00
0.50
0.00 0.0D
I PEDESTRIAN CROSSWALK
MANUFACTURER'S
5' o °•00
STANDARD ECCENTRIC CONE
6'
� doobQ
0•00
12" WIDE ALUMINUM ALLOY OR
aooeo ao
NO 3 REINFORCED BAR ENCAPSULATED
05 "
°'
6" MIN. �.:.: :.;' •: = oPa'ocsdoo $'
­77IN POLYPROPYLENE STEPS odoabpa�b�y
a �o (PROTRUDE 4" MIN. FROM INSIDE SIDEWALK: o0o aA'"v?off'
FACE OF STRUCTURE) 0 o o °
' WATERPROOF JOINTS CONSISITNG ° = °'50 6'
PIPE O.D. +I 2' {4' MIN. it OF BITUMASTIC/FLEXIBLE PLASTIC 2'
OR RUBBER GASKET PER ASTM C-443 Ln
0.00
TONGUE & GROOVE EXPANSION JOINT oso
PIPE JOINTS
PIPE OF MANHOLE
CONNECTION
NOTE:
1. PEDESTRAIN CROSSWALK, SO ID WHIT
RESILIENT CONNECTOR MARKINGS PAINTED ON ASPHALT �TYPICAL�.
PER ASTM C-923 2. PAINT 12" WIDE STRIPES AS INDICATED.
UNDISTURBED EARTH
USE PORTER TRAFFIC WHITE PAINT OR
APPROVED EQUAL.
ALL PRECAST CONCRETE MANHOLE SECTIONS
TO BE ASTM C478, 6" MIN. THICKNESS
WALLS. CONE SECTION TO BE ECCENTRIC
UNLESS OTHERWISE APPROVED BY ENGINEER.
SANITARY S
EWER MANHOLE
NOT TO SCALE
PEDESTRIAN CROSSWALK
AND HANDICAP RAMP
(TYPE A)
NOT TO SCALE
2
D
3
'—EXPANSION JOINT
4000 PSI 6"x6" -- W2.9 x W2.9 WWF
CONCRETE
SECTION
AY RAMP SECTION
NOT TO SCALE
COMPACTED
EARTH FILL
UNDISTURBED
/ SOIL OR BEDROCK
2500 PSI CONCRETE
CONCRETE ENCASEMENT
NOT TO SCALE
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END VIEW
Nor To sruE
" ENCLOSURE
WATER ENTRY UNIT
(DESIGNED TO DRAW DOWN BASIN IN 2-5 DAYS)
PVC VENT PIPE
PVC ELBOW
ORIFICE PLATE
SCHEDULE 40 PVC
PIPE (TYP.)
1.5" PVC PIPE FLEXIBLE HOSE
{" HOLES IN UNDERSIDE)
BOTTOM SURFACE
FRONT VIEW
M9 To SCALE CONNECT FLEXIBLE
HOSE TO
5
BASIN -RISE
PIPE PIPE •
SKIMMER DETAIL
NOT TO SCALE
WA - 1,740 SO. —Fr
A
ExGYMM FOR STORAGE.
(1■1 DOM - 1.5 FL)
FLYM FABRIC
12• WK OF NCOOr
Q' yIN D°O° *°o°°#5 OR #57 S70NE
o 0 0 0 0 Oo°a 3:1 OW.)
°° ° o °°°°° o)
I'D°0000000 0°00°000° 2:1
0°°°OG
°°°°°°
^ PLAN VIEW ;;,Ir FLOW � sT�ol�.s EXMTM GRouo
NOT To srxE
SECTION A -A
NOT TO SCALE
` }
■ • f II
• 14 ' ■ ■
VARIABLES
® POINTS
SHOWN
NORTH TEMP.
BASIN
SOUTH TEMP.
BASIN
A
ELEV. = 12.5
ELEV. = 14.5
B
ELEV. = 12
ELEV. = 14.25
D
ELEV. = 9.0
ELEV. = 11
1m ■
0
"A"
—
1—
EM�1B((ANVVK))MENT
SLOPE
24" CMP I— 1— I— I —I 11—I I MAX. STABILIZE
TRASH RACK W/ VEGETATION IF
NEEDE"B" I I I I 1-1 I-11
p II1I—III=II—I1- 11
I I I I f I I I I I I I I I I I I I I I —III PIPE SHALL BE INSTALLED TO
5
SPIt.LNUIY
CLEAN 3/4 N. (Ignv
GRAVEL OR APPROVED EQW
SKIMMER DETAIL
-' - I NV. _ "D"
ANTI -FLOTATION SPILLWAY
BLOCK BARREL
- PACK WITH SUITABLE
NOT TO SCALE
MATCH EXISTING GRADE AND
MAINTAIN POSITIVE DRAINAGE
■ N
N 2' 10'
STABLIZED
OUTLET, RIPRAP D5, 6"
ANTI -SEEP
COLLAR NOTE:
THIS OUTLET PROVIDES
Q COMPLETE DRAINING OF POOL.
'R PIPE
COARSE AGGREGATE
ASTM D448 NO.1 STONE
(1-1/2" - 3-1/2" DIA.)
ORIGINAL GRADE
FILTER FABRIC
6" MIN
SECTION B—B
NOT TO SCALE
SWALE OR OTHER
SEDIMENT CONTROL
DEVICE
NOTE:
CONSTRUCT SEDIMENT BARRIER
AND CHANNELIZE RUNOFF TO
a 20' MIN SEDIMENT TRAPPING DEVICE
RADIUS J B
a
0
❑ WIDTH AS REQUIRED
L OUT TO ACCOMMODATE
a ANTICIPATED TRAFFIC
0 (2 0' MIN.)
Z
F_
0
w B
CONTRACTOR TO
SUPPLY WATER TO WASH
WHEELS AS NECCESSARY
f100' MIN J
PNAV1
NOT TO SCALE
TEMPORARY
CONSTRUCTION EXIT
NOT TO SCALE
BACK OF SlMVALK A
GRAVEL FlLTER TO
SANS TID OVERLAP LINE ENURE
ONTO CURB @Aq( OF CURB OUTSIDE PERIMETER
�
CURB INLET _._ OF SANBAGS
Pot
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HARDWARE CLOTH AND GRAVEL
INLET PROTECTION
NOT TO SCALE _
,, ,4� .V
41
NOTE:
INSTALL SILT FENCE ALONG
A LEVEL CONTOUR. /
PROVIDE ROCK DAM
MADE OF NCDOT
CLASS "B" RIP RAP
STONE.
F
LOCATION
A
B
AT HEADWALLS
3'
3'
AT DITCHES
5'
MATCH TOP
OF DITCH
—FLOW
THE UPSTREAM FACE
OF THE ROCK DAM
SHALL BE FACED FROM
TOP TO TOE WITH 1'
THICK #57 STONE.
ROCK CHECK DAM
NOT TO SCALE
FILTER FABRI
,FILTER FABRIC * BACKRLL WITH TOPSOIL
/ AND COMPACT
1
EL T—POST (1.3 lb./ft. min.)
q, FLOW
6' z i
BURY BOTTOM OF FILTER FABRIC IN
6"x6' TRENCH, BACKFILL TRENCH WITH
SOIL AND COMPACT.
SILT FENCE
NOT TO SCALE
f '`gip P ROF'' .
���<( -•.. SRO •.
SECTION
SPECIFICATIONS
Tensile Strength (Lbs. Min.) (1)
Warp-120
(ASTM D-4632)
Fill —100
Elongation (%Max.)
40
(ASTM D-4632)
AOS (Apparent Opening Size)
#30
(Max. Sieve Size) (ASTM D-4751)
Flow Rate (Gal/Min/Sq. Ft.)
25
(GDT--87)
Ultraciolet Stability (2) (ASTIR D-4632
after 300 hours weathering in
80
accordance with ASTM D-4355)
Bursting Strength (PSI Min.) (ASTIR
D-3786 Diaphrom Bursting
175
Strength Tester)
Minimum Fabric Width (Inches)
36
* ROOT AREA OF TREES WHERE SOIL HAS BEEN COMPACTED : G ;` • C
DUE TO CONSTRUCTION ACTIVITY SHALL BE VERTICALLY ;
MULCHED (AERATED) AT DIRECTION OF THE QUALIFIED
PROFESSIONAL. THIS SHALL BE ACCOMPLISHED BY ,; -7
AUGURING THE SOIL IN A 2' GRID PATTERN TO WITHIN 3' I'sBSC� p
OF TRUNK AND TO 10' BEYOND THE DRIP LINE. A 2" TO
3" HAND OPERATED AUGUR SHALL BE USED TO DRILL •; Thomas J. Davis '.';'
HOLES TO A MINIMUM DEPTH OF 12". WORK SHAL BE Off ••• No. 2901 f,,• U',%
U;
ACCOMPLISHED BY SUBCONTRACTOR AT NO COST TO ;�ljl " ..•''
CONTRACTOR. _ , qN��d
.. EQ+��''
ANCHOR STAKE:
FIRMLY INTO
GROUND
(MIN. 24")
S
DRIP LINE OF TREE(S) (MIN.)
4' HT. FLUORESCENT ORANGE:
CONSTRUCTION FENCE OR
APPROVED SUBSTITUTION.
INSTALL FENCING AT THE
LOCATIONS SHOWN ON THE
DRAWINGS.
FENCE TO BE REMOVED AT
THE END OF THE CONSTRUCTION
PERIOD,
EXISTING GRADE
SYMBOL USE FOR STAKES
NOTE:
N / / NO STORAGE OF MATERIALS WITHIN
OR AGAINST THE PROTECTION
�N/ ����/ `� // � �� BARRIER.
TREE PROTECTION
NOT TO SCALE
EXISTING \
GRADE \
FILL
N �,2:1 MAX.
SLOPE
EXCAVATION PROVIDE 1 % MINIMUM
\ LONGITUDINAL SLOPE
DIVERSION SWAM
NOT TO SCALE
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Project No: 24235
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*Scale:
*Use graphic scales if sheet size
varies from 22 x 34
SHEET 57 OF 93
C=5.05
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SEEDING SPECIFICATIONS
1. TEMfK*?ARY do PERMANENT SEEDING SHALL BE PER NC DENR STANDARDS &
SPECIFICATIONS.
2. REFER TO TABLES BELOW FOR FURTHER INFORMATION.
F F LU
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TEMPORARY SEEDING MIXTURE
SEEDING DATES
SPECIES
RATE {Ibs/ac)
Rye {grain)
120
Dec. 1 —April 15
Annual lespedeza (Kobe)
50
April 15 —Aug. 15
German millet
40
Seeding notes:
Omit annual lespedeza when duration of temporary cover is not to extend beyond June.
Soil amendments:
Folllow recommendations of soil tests or apply 2,000 lb/acre ground ag
PERMANENT SEEDING MIXTURE
SEEDING DATES
SPECIES
RATE (Ibs/ac)
Pensacola Bahiagrass
50
April 1 —July 15
Sericea lespedeza
30
Common Bermudagrass
10
German millet
10
Seeding notes:
1. Where a neat appearance is desired, omit aericea.
2. Use a common Bermudagrass only on isolated sites where it cannot become a pest.
Bermudogrose may be replaced with 5 lb/acre centipedegrasa.
Soil amendments:
Apply lime and fertizer according to soil tests or apply 3,000 Ib/acro ground
agricultural limestone and 500 lb/acre 10-10-10 fertilizer.
Mulch:
Apply 4,000 lb/acre grain straw or equivalent cover of another suitable mulch. Anchor
Wow by tacking with asphalt, roving, netting, or by crimping with a mulch anchoring
tool. A disk with blades set nearly straight can be used as a mulch anchoring tool.
Maintenance:
Refertilize the following April with 50 lb/acre nitrogen. Repeat as growth requires. May
be mowed only once a year. Where a neat appearance is desired, omit sericea and
mow as often as needed.
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Project No: 24235
Drawn:
Checked:
Approved:
'Scale:
.use graphic scales if sheet size
varies from 22 x 34
SHEET 63 OF 93
C=5*11
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