SW4110301_APPROVED PLANS_20110516

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
a o 11 051 (o
YYYYMMDD

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GRADING & EROSION CONTROL PHASE I 03 w
PO Box 100
WOODRUFF, SC 29388
GRADING & EROSION CONTROL PHASE. II 04
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1-800 632 4949 PROJECT No.
NORTH CAROLINA ONE -CALL CENTER
10-329
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DETAIL DHEET 8. - T- - WHITE TURN LA LINE PER I DETAIL SHEET 8. DETAIL DHEET 8.
1.5"-S9.5B (OVERLAY TENTIRE-ROAD_WLQTHj -_ __-- T - _ r- -- -- r - - r -- - —T - - r - - -- DET IL SHEET 1
,DIAGONAL LINES - - bI�LE YELTL L`NES? SBE- -WHITE-MINI STKIP LIN�PER - - - - - T - - - 1— - T -- - -- T --- - - T - - --.- T _ 0
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4EW FULL DEPTH PAVE ENT WIDENING (TYP).
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F 119.OB
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.5"-S9.5B (OVERLAY ENTIRE ROAD WIDTH)
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15' LANDSCAPE BUFFER
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168,78' I 145.21' 72.16' - - - ---- - - ---- NCDOT PAVEMENT WIDENING
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4"BELOW 4"ABOVE W C
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I so EXISTING STORM DRAINAGE AND STRUCTURE
\ 1 � 1 3) \ 1 2 \ SITE DATA: NEW STORM DRAINAGE AND STRUCTURE
I \ � \
-` - -_ - -946-- - - - - EXISTING CONTOUR LINE
I. PIN #'S: -946 FINISHED CONTOUR LINE
- 6853-32-7880
-DOUBLE YELLOW LINES. SEE \ \ \ I - 6853-32-8792 748.3Tw FINISHED SPOT GRADE, TOP OF SIDEWALK/P
DETAIL DHEET 8. I I - 68rJ3-32-9685
W-DIAGONAL LINES PER DETAIL \ \ - =PpiE aiE -
eo' RIGHT-OF-WAY e ' I O SHEET 8.
11 II. ZONING: -Q-_; EXISTING POWER POLE, OVERHEAD ELECTRIC
LINE AND GUY WIRE
m T FENCE LINE (WOOD OR CHAINLINK)
WIDENING - .WIDENING 4' 4. Q III. DEVELOPER;
IV EXISRNO CROSS SECTION VARIES
OVERLAY ENTIRE ROAD _. _ - PATTON DEVELOPMENT
'-"-""'- �--fs�-- - EXISTING SEWER MAIN AND MANHOLE
WIDTH Lli PO BOX 100 W.V.
!!nnWr WOODRUFF, SC 29388 EXISTING. WATER MAIN WITH VALVE
MATCH EXISTING CROSS I MATCH EXISTING CROSS V) 864-476-9990
SLOPE OF PAVEMENT SLOPE OF PAVEMENT - THOMASVILLE RD. G -- G EXISTING GAS MAIN
-NO DITCH ON ,
PROJECT sI„d, I ,_, „ IV. AREA: TOTAL SITE f 1.75 AC. --- T EXIST( TELEPHONE
EXISTING ELEP LINE
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coMPAcrEDsueaeAO I -J 1-1/2" OVERLAY LIMITS. BUTT V. NEW BUILDING SQ FT: 9,100 GROSS , BUILDING HEIGHT: 17
NEW ROAD WIDENING MILL AT LIMITS OF OVE LAY. LD LD LIMITS OF DISTURBANCE
TYPICAL PAVEMENT SECTION
5.5"-825.08
4—N9.08 U VI. PARKING INFORMATION: X X — SILT FENCE
l 5"—S9.5B
1.5"—S9.5B (OVERLAY ENTIRE ROAD WIDTH) I — SS SS— NEW SEWER SERVICE
TYPICAL FULL WIDTH ROAD SECTION A -A Q NEW FULL DEPTH PAVEMENT DENING (TYP). - PROPOSED USE : DOLLAR GENERAL
( N. T. S. AWHITE EDGE LINES PER 5.5-B25.OB /
- REQUIRED PARKING : 1 SPACE 300 SQ. FT. — W W — NEW WATER SERVICE
DETAIL SHEET 8.
4��_ 119.08 SHEET
1.5„ -ss.58 -CALCULATION: 9100/300 = 31 SPACES ID## DETAIL ID#
1.5"-S9.58 (OVERLAY ENTIRE ROAD WIDTH) - PARKING PROVIDED : 34 SPACES (INCLUDED 2 SPACES
CALL BEFORE YOU DIG! FOR HANDICAPPED) GRAPHIC SCALE
1-800-632-4949 20 0 20 40
NORTH CAROLINA ONE -CALL CENTER scale feet
1" = 20'-0"
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PROJECT NO.
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ENTRANCE i -e
_ I g80 / I // \� X 78- 1 - - - - CD NAG-S7B OR EQUAL 5 �! /, SLOPE FABRIC ON ALLe / I ) SILT FENCE )TIP) 7
— — --
- 2:1 SLOPES
-- / /X. - --------------877-
j LIMITS OF / I i _ - - - - / / ✓ I \ _ \
/ DISTURBANCE (TIP)CO
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ai \ \ \ DISTURBED AREA / (TIP). EE ® -
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i / 9' \\ �/ BASIN 0.80 AC. 5• \ / -
/ n / m \ m / m // I �� 555 I
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/ NAG-S75 OR EQUAL 5 r /o \ \0 \ - 861 / \
(SLOPE FABRIC ON ALL a - _- r \ LLJo\ / / i /4 / / \ BAFFLES EQUALLY SPACED e -
2:4'SLOPES _ 0. \ v
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4000
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�' \\ \ \ \ � \ \ -8�3 `INSTALL TEMPORARY j / //i / / \` \ \\ \\
DEWA RING DEVICE
- / $ I \ \ \ \ / FILL PROGRESS S TO 4 ! /
/ \ r DIRECT STORMWATER I I- TO SEDIMENT BASIN
�J . \ 0 / ai / / �' / 863 ! \ TEMPORARY SEDIMENT \ \ \ -
/ X -tt . . LD_ C'' \ \ \ / / i / BASIN SEE,DETAIL SHEET --
/ X , \ / 7DD / /'_ / / / ' 865 / \ \ )' ( � \\ -
_ ( \ TDDL�, ?DD -- 7DD 1DD 5 WHEN SITS I L E G E N D _ -
\� � / I .STABILIZED, CONVERT TRAP \ \ I
'TO PERMANENT ' -
/ / Blb-DETENTION PON PER ADJOINER
/ / / / / 867 f{ THE DETAIL _ON SHEE 6. _
// \ `
/ / / �� i 865' \ \ — — — — SETBACK -LINE--
X-
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/iN SILT FENCE AT LOW' / LD PAVEMENT
/ �� X \ / LD ��rLD D" NAG-S75 ORE UAL \
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POINT / L \ --� \ / �'---_„_/ -'�,: � / � � < f -
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/b / SLOPE FABRIC ON ALL " _ _ X �/� i 5 - -
_ 2ai-SLOFSES L \ 1'�SLOPES _
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- �-/ � � � _ -� \ � � \ � - _ .
- NEW STORM DRAINAGE AND STRUCTURE
CALL BEFORE YOU DIG!
4 4
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-946- - - -
- EXISTING CONTOUR LINE
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FINISHED CONTOUR LINE
SEQUENCE OF CONSTRUCTION ACTIVITIES
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1.
SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE CITY PRIOR TO
Q
- - T-- - T - T- T- -T \- -- - _mil- �'
-ram
748.8 TP
FINISHED SPOT GRADE, TOP OF SIDEWALK/PAVE
STARTING CONSTRUCTION.
2.
DETERMINE AND MARK LIMITS OF DISTURBANCE.
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3.`
CONSTRUCTION ENTRANCE INSTALLATION IS FIRST CONTROL TO BE INSTALLED.
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EXISTING POWER POLE, OVERHEAD ELECTRIC
4.
INSTALL SILT FENCE
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CL. '%
LINE AND GUY WIRE
5.
INSTALL DETENTION POND AND ASSOCIATED GRADING.
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6.
TOPSOIL REMOVAL AND OR STORAGE.
LD LD ' LD LD ��'
FENCE LINE (WOOD OR CHAINLINK)"
— "
7.
PLACE REMAINING SILT FENCES AS SHOWN ON PLANS.
PAVEMEN_rWIDENING
'
8.
BEGIN GRADING OPERATIONS.
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TO MATCH EXISTING
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EXISTING SEWER MAIN AND MANHOLE
9.
GRASS DISTURBED AREAS AT GRADE.
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CROS SLOPE
11.
INSTALL PAVEMENT STONE. :
W.V.
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EXISTING WATER MAIN WITH VALVE
11.
CONSTRUCT BUILDING.-
/
12.
INSTALL FINAL PAVING.
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EXISTING GAS MAIN
13.
ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED
PER NCDENR REQUIREMENTS.'
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EXISTING TELEPHONE LINE
14.
PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS THAT WILL BE IDLE
\ � 1
IPF14
DAYS OR LONGER.
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LD '�" LD-
-
PROPERTY LINE & IRON PIN FOUND OR SET
15.
PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE
7,/D
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LD
LD
LIMITS OF DISTURBANCE
AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED TO
ESTABLISH AND MAINTAIN A VIGOROUS STAND OF GRASS.
\ \
X
X —
SILT FENCE
16.
AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED AND
'
CITY APPROVAL HAS BEEN RECEIVED, (A) REMOVE ALL ACCUMULATED
SS
SS —
NEW SEWER SERVICE
SEDIMENT FROM SEDIMENT TRAPPING MEASURES AND DISPOSE OF OFF -SITE
GRAPHIC
SCALE
PER NCDENR REGULATIONS. (8) REMOVE TEMPORARY EROSION CONTROL
20 o
20 40 ---
W
W —
NEW WATER SERVICE
MEASURES, SMOOTH AREA AND APPLY APPROPRIATE GRASS.
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PROJECT NO.
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INSTALL" WATER CHECK DAMS IN DITCH. f /'
uT z METER PER CITY WS SEE DETAIL SHEET 6. _ REMOVE EXISTING CATCH BASIN
m - - - - - - - - - - i ' ' ✓ ! / / i / / / 1 / / AND PIPE AS NECESSARY TO
z (A STANDARD DETAIL (SEE - - - - _ - "- -
o _ m - - - LIMITS OF ' i / / / / / i i / / / INSTALL BEND AND
,NEW CATCH
6 F: w UTILITY NOTES __ - - - - / / / / / REMOVE AND REPLACE / BASIN AT RELOCATED DITCH.
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d' B j CHECK ASSEMBLY PER EX. 15" RCP TO BE - - - I ` a \i
REMOVED AND - .- - -- - - - - - ' ' / ) I �,1
r INSTALL INLET CITY WS STANDARD _ A E - - - SAWCUT AND REMOVE_ _ __ __ __ - - - _ ' 878 /
z F z -- - - -- - REPLACED IN NEW _ PAVEMENT WIDENING - / 1 ' ! i / PAVEMENT WIDENING
o w PROTECTION _ - - - /
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Z o m L �� - Lp-ter C LD -pp�:.r ra.8=. `. .■- �+ �� Lp �� - - - - - T.-rar.�..-- Lp -� D L LD CD- �-C LU L D�� L LD CD -CD`�- D
o w z o q BENCH WARK: / I ✓ ` \ \•
aPm I MAG NAIL -------
N (Lo� \ 9 / I // �1 // --- �\\ \ LJJ
--------------
LOCA WE
z
-883- POLE TO NEW RO
TO MATCH EXISTING COORDINATE WITH / / / 87
Z _ - - - - - - CROSS SLOPE - - -
e - -0 ��W 6NY _ dl Ol �� �� Sl7 �� a� n-i _L10i notsL
T� __ -
-'- --- T -- --T--- - -T- - -T----T-- -- - - -T - _ - - - - -T - - - - - - --- � T-- --T -� F � -T-- -T=- --- - - � -
Z_ T 5
r� L
W----- w - w _ h-W W= W - ---- - - 0 �_ - ��Z6 ��__LD Q
W--- - - - - - _ - -
LD LD
Fo 0 Fo i ro -- Fo - ' -- Fo �D LD- m -
P -- - _ _ --- - T =- P P--F�/W - R/W - _
880l1 - RW RW RW -7 RW
R = RW RW RYII _ _ I
- - - 4i RW/ RW/ iPAVEMENT WIDENING
--- / TO MATCH EXISTING
j' \ \ / _.. // - S x "' ^ - - CROSS SLOPE
877 6�o
- -- --877: 3-
/ -8 7 8- t - - --GRATE INLET i / / -
- - 8a4 i / \ /' X RIM: 875.74 1 �J / - -
/ I 7 8j 87 - _..I _ -- - - / PROTECTIONS / / / / I SILT FENCE )TYP) -
--,'_ INV OUT:872• I 1 �� � 8 I j
15" RCP L ® 0,94%' 876.80 ��.
877.38 _ - �� - - L=97.67 JUNCTION BOX
¢w-- 877- - 8 E� ��' RIM:876.90 - - '/ / ---- -'
/ I 30 � INV IN:871.23 - %' / I LIMITS OF / 3I� INSTALL INLET INV OUT.871.23
/ DISTURBANCE (TYP) o z - 0 PROTECTION \� -
- - - - - - - - 3 876 z- �I cJ
_� - - (SEE DETAIL) i 8,j z
-_-- x [ 877 /--- o
/ Ll7
_17
e'Of
�, N. s v` :°• tit �i D QTe - ° b- � / /
SILT£ENCE )TYP), 3" 9 \ \ \\ m o
/ IL w CP CURB INLET e
RIM: 876.17 7
INV IN:869.75 /
IN OUT: 866.98 /
PROPOSED
w /
I \\ \ o DOLLAR GENERAL I a / /
i
LLJ
\ _E BUILDING z
9,100 SF
/ i / / �• ��p �� II A V v �FF=878.0, 8�
vill",-
( 1/ SS�g Qq� / L(y
'r ANEW SEWER. v v -8j3 l /// / 877.2 1
/ \ � 00 $\ERVICE _Z \ i /
/ /
X �. LD" c,D \cL /
i
_J -
�15L1
L=42.7T--------------'
HEADWALL
RIM: 866.08 '
/ INV IN:864.00
Storm Sewer Summary Raport
Pagel
Line
Line ID
Flow
Line
Line
Line
Invert
Invert
Line
HGL
HGL
Minor
HGL
One
Junction
No.
rate
Size
shape
length
EL Dn
EL Up
Slope
Down
Up
loss
Junct
Line
Type
lots)
(in)
(it)
IN)
(it)
I%)
(S)
IN)
(f)
IN)
No.
1
CURB INLET TO HEADWALL
6.22
15
Cir
64.623
864.00
866.98
4.611
865.00
867.98
n/a
867.98j
End
Curb-Horiz
2
JUNCTION BOX TO CURB INLE
4.12
15
Cir
55.751
869.75
871.24
2,673
870.29
872.05
0.42
872.05
1
Generic
3
GRATE INLET TO CURB INLET
4.17
15
Cir
97.697
871.24
872.15
0.931
872.05
872.97
n/a
872.97
2
Grate
INSTALL 90' STORM
-CLEAN OUTS AT END \
887 i bF, PIPE \ \
865-
63 LF.\ „ PERF.
SMOOTH ALL PVC ®e
A�
\i1 N /; \ FITTINGS AS`--
1JECESSARY - \
/ v ! I / / ✓ \ BRING FINAL POND
GRADE BOTTOM TO
PHASES1 PONDGR
_
883
� � �• - � (SEE D€TAIL SHEET 6 \ \ I _. _
/ X / / I LEGE`N -�
----� \ \ \ i / i i i / / `-885 \ 6 FOR BIO-�2ETENT10N \ -
-- \ i / / I PHASE II)
// / / 867 \ _ ADJOINER
8865 \ \ - - - \ �\ -- - - SETBACK _LINE
\
/
Q \ i / p 863 / Jv � SILT FENCE )TYP)'�
LD j - - - LD PAVEMENT
�.'X � I ! -- `X- ._`"��Lb X Lam_- LD i (LO Q\ \ HD PAVEMENT
LIMITS 9F j / i ,o� j \ - NCDOT PAVEME1`+T-W1PENING
DISTURBAiJCE (T�P) -k- 66i � �/ \ 1 _ __
7.
NEW CONCRETE SIDEWALK
i. \
3 LIMITS OF- A / o \ \ I
I ILT-FEPTC�)TYP) RBA - - -��\I I IF, RAP OUTLET \ _ - - _ so EXISTING
,. PIG� 1 1 \ STORM DRAINAGE AND STRUCTURE
DIS U NCE
I / I PRt9TECT10N (TYP) - -
/ - - - NEW STORM DRAINAGE AND STRUCTURE
UI ILI I UENEKAL NU I E5
\ I - -- - - -946- - - -- EXISTING CONTOUR LINE
1
1. CONTACT THE CITY PRIOR 70 MAKING UTILITY CONNECTIONS. W - �_ _
10. V4'O ESnCWATERCMMN IONWT W4'METERAPDV4'DOIIBLECMECKASSEMBLYTOOWOFMSTM DANDCETNL \ E
2. SECURE STATE/COUNTY ENCROACHMENT PERMITS, IF APPLICABLE. PRIOR TO CONSTRUCTION. V1141,VB4K. AND cos WBCH SHAD INCLUDE POSImvE DRAINAGE TO ATMOSPHERE OR CATCH BASIN. IF POSITIVE DRAINAGE CANNOT BE / '
MAINTAIN A COPY ON THE PROJECT SITE AT ALL TIMES OBTAINED, ANAPMOVEOABOVEGROiNDINSTa.unONISREanRED. O \ . / / I 9�"-- FINISHED CONTOUR LINE
3. EXISTING UTILITIES SHOWN ON THESE DRAWINGS WERE TAKEN FROM BEST AVAILABLE INFORMATION, 11. CONTACTCONSTRUcnONs MAINTENANCE want-e1u, FOR VAULT APPRMAL. BACKFLOWPMVENTER TYPE, EXACT LOCKNON, _ SEQUENCE OF CONSTRUCTION ACTIVITIES
AND IF SHOWN, ARE ONLY APPROXIMATE IN NATURE. NO CLAIM IS MADE THAT ALL UTILITIES ARE ANDNSPECTION REQUIREMENTS PTBCRTOWSTRIIATION. ACDYCFWNSTONS WINSPECTORS,wu BE PRESENTMENMNgNG OR M \
TERMINATNG WATER ANO SEVr£R CONNECTIONS INTO NEW OR E%IBTNG VI4TER AND eEKER LINER. N1 CONGTRUCnCN,IMTEPoN.O, 1 1 I / -\ 748••3�
SHOWN IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION AND AND SANITATION PROCEDURESSrW MEET OR EXCEED THERECUREMENTSOFTHENORTH CAROUNSPLWBINGCODE .AND THE OW - 1. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE CITY PRIOR TO - -T - -T-. -T- - T- --T' -- -- T=�- - T- - __.,r-j' T\ FINISHED SPOT. GRADE, TOP OF SIDEWALK/PAVE
SIZE OF ALL U71UTIES WHETHER INDICATED ON THE DRAWINGS OR NOT. CONTACT LOCATION SERVICES OFWNSTONSALEMSTANDARDS. SPECIFIcnnorNSAND DETNLS. STARTING CONSTRUCTION. - --. - 7SB.STW
AND UNDERTAKE ANY AND ALL MEASURES NECESSARY TO LOCATE ALL ABOVE -GROUND AND : '
UNDERGROUND UTILITIES AND TAKE PRECAUTIONS TO PROPERLY PROTECT THEM AT ALL TIMES. 12 breeatunneotlon Control protection devle.. ere required based on degree ofheallhhOzid involved SS listed In Appendix-B 2, DETERMINE AND MARK LIMITS OF DISTURBANCE. l I \ -- - �. i / ��
CONTACT 800-632-4949. a the RulesGovemingPublicWalerSystemsinNonnCarolina.Theseguidelineseretheminimumreguirements.Thedevices I . I '�- dl. . Ol . -- - E -�E EXISTING POWER POLE, OVERHEAD ELECTRIC
shag meet AmerlcanSociety ofSanitaryEirgineemlg(ASSE) standards orbeonthe DnivamitYQfSoultemCalifornia appal list 3. CONSTRUCTION ENTRANCE INSTALLATION lS FIRST CONTROL TO BE INSTALLED.eassGl ��
4. TRAFFIC WILL. BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION BY PERMITTING AT The devices shall be installed and tested (Win initial and perwictesting mersaBepina¢adancewith the manufacturers 4, INSTALL' SILT FENCE. - W / \ - �� - LINE AND GUY WIRE
LEAST ONE LANE TO MOVE THROUGH THE CONSTRUCTION SITE. ALL FLAGMEN, WARNING SIGNS recommeMatbne or ONe local uoss-cwaleGlon cgnlrol program, whirllever is Hare shirgenl.
BARRICADES h LIGHTS NECESSARY TO CONTROL THE TRAFFIC AND PROTECT THE PUBLIC SHALL BE 5. INSTALL DETENTION POND AND ASSOCIATED GRADING. (J / _
FURNISHED BY THE CONTRACTOR WITHOUT COST TO THE OWNER. TRAFFIC CONTROL DEVICES WILL BE - _ «• FENCE LINE (WOOD OR CHAINLINK)
IN ACCORDANCE WITH ALL DOT STANDARDS AND ALL DOT AND COUNTY ROAD ENCROACHMENT 6. TOPSOIL REMOVAL- AND OR STORAGE. LD �� �� LD LD �� LD -
PERMIT'S AND THE sc MANUAL oN UNIFORM TRAFFIC CONTROL DEVICES.7. PLACE REMAINING SILT FENCES AS SHOWN ON PLANS. PAVEMENT"WIDENING
S. STORM DRAINAGE SYSTEMS WILL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION OF THIS 8. BEGIN GRADING OPERATIONS. TO MATCH EXISTING l/ �' 5- M EXISTING SEWER MAIN AND MANHOLE
PROJECT. ANY DRAINAGE STRUCTURE THAT IS DAMAGED SHALL BE REPLACED. THE CONTRACTOR WILL -
NOT BE COMPENSATED FOR ANY OF THESE ITEMS UNLESS SPECIFICALLY SHOWN 70 BE PAID FOR 9. GRASS DISTURBED AREAS AT GRADE. CROSS SLOPE W.V.
OTHERWISE. 10. INSTALL PAVEMENT STONE. \ EXISTING WATER MAIN WITH VALVE
6.. ALL TRENCH EXCAVATIONS SHALL BE PROPERLY BACKFILLED AND COMPACTED AT THE END OF 11. CONSTRUCT BUILDING. -�
EACH WORK DAY. UNATTENDED OPEN TRENCHES ARE NOT PERMITTED. ALL EXCAVATED MATERIAL - / G G. -'__ EXISTING GAS MAIN
SHALL BE PLACED ON THE SIDE OF THE TRENCH AWAY FROM THE TRAVELED ROADWAY AND SHALL BE 12. INSTALL FINAL PAVING.
NO CLOSER THAN 15' To THE EDGE OF THE TRAVELWAY. PROMPTLY BACKFILL TRENCHES AND BORE 13. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED
PITS IMMEDIATELY AFTER INSTALLATION. I PER NCDENR REQUIREMENTS. U Ol Ol Ol Ol 1 - �OZ T� Ol l ` -: T - I - EXISTING TELEPHONE LINE
7. CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION h SEDIMENT CONTROL SILT FENCE AND OR ---
HAY BALES AND STONE SHALL BE USED 7O PREVENT SEDIMENT RUNOFF AND OR EROSION. UNLESS 14. PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS THAT WILL BE IDLE \
I- \ r.� �� lPF
AUTHORIZED BY THE OWNER 14 DAYS OR LONGER. Q �T LD �� LD LD m LD �" \ ---e - PROPERTY LINE ScIRON PIN FOUND OR SET
S. REPLACE SHOULDER SOD DESTROYED DURING CONSTRUCTION AND RE -SHAPE AND ROLL To 15. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE �/ > �� LD LD LIMITS OF DISTURBANCE
ORIGINAL SURFACE IN A WORKMANSHIP LIKE MANNER. AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED TO
9. IMMEDIATELY REMOVE ALL MUD, DEBRIS, LOOSE STONE, AND TRASH AS MAY BE WASHED OR ESTABLISH AND MAINTAIN A VIGOROUS STAND OF GRASS. \ X X SILT FENCE
SPILLED ON THE TRAVELED ROADWAY AS A RESULT OF THE WORK. 16. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED AND i I
CITY APPROVAL HAS BEEN RECEIVED, (A) REMOVE ALL ACCUMULATED SS SS - NEW SEWER SERVICE
PER NCDENRFROM
REGULATIONS. (8) RTRAPPING
EMOVEMEASURES
TEMPORARY EROSION CCONTROLOFF-SITE Za GRAPHIC 20 W W - NEW WATER SERVICE
0SCALE 4D
CALL BEFORE YOU DDI/G(�� -
1-VQ0-632-4949 MEASURES, SMOOTH AREA AND APPLY APPROPRIATE GRASS. SHEET# DETAIL ID#
NORTH CAROLINA ONE -CALL CENTER scale feet Ip# e
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SHEET NO.
4 9
PROJECT NO.
10-329

-.r _-rr21 .._� _!, _...._--- .. •r.—_ ,!. ._._.:i r.io fi.`i__L. �:� �t :!'�::'! s_%�L �1 E s.
(w), I rj,,cry//0 Si
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r r r r m'�`rs
OF
le
N. 4"Ile
VERLAPr
e
r
3.1 SLOPE (MIN,) r
ISOMETRIC VIEW J r
TYPICAL SLOPE
NOTES: SOIL STABILIZATION
FABRIC
IZATION • r NON —WOVEN GE UNDER
t. SLOPE SURFACE SHALL BE FREE OF ROCKS, TTYPICALEATMENTT,
CLODS, STICKS AND GRASS. MATS/BLANKETS
SHALL HAVE GOOD SOIL CONTACT. WET SLOPE LINING
2. LAY BLANKET'S LOOSELY AND STAKE OR
STAPLE TO MAINTAIN DIRECT CONTACT WITH
THE SOIL DO NOT STRETCH.
n5VEGETATIVE EROSION CONTROL MAT
(N.T.S.)
ISLAND OVER INLET
5upport rope Support post,
to wire to pre- 24'into bottom $take to support
vent sagging of. side wire
coin fresh or similar, Stapled or
trenched into bottom or side
BAFFLE SECTION
(N.T.S.)
ConstrUCtioh
1• Grade the basin to that the bottom is level front to back and side in side.
Specification
2. Install posts or saw horses across The width of ilia sediment trap (Practice
6.62, Sedimenl Feure),
3. SLeel posts should be driven to a depth of 24 inches, spaced a maximum
of 4 feet apart, and installed tip the sides of the basin as well. The top of the
fabric should be 6 inches higher than the invert of the spillway. Topsof baffles
should he 2 inches lower than the top of the berms.
4. Install at least dhree rows of baffles between the inlet and outlet discharge
point. Basins less than 20 feet in length may use 2 baffles.
5. When using posts, add a support wire or rope across the top of the measure
lu prevent sagging.
6. Wrap porous material, like jute backed by cuir material; over asawhorse or
the top wire, Ifammor rebar into the sawhorse legs for anchoring. The fabric
should have five to ten percent openings in the weave. Attach fabric to a rope
and it support structum with zip ties, wire, or staples.
7. The bottom and aides of the fabric should be anchored in a trench or pinned
with 6-inch erosion control matting staples,
S. Do not splice the fabric, but use a tontinuous piece across the basin.
Maintenance
. Inspect baffles at least once a week and after each rainfall. 11•take any required
repairs immediately,
Be sure to maintain access to the bathes. Should the fabric of baffle collapse,
tear, decompose, or become inefTeclive, replace it promptly.
Remove sediment deposits when it reaches half full to provide adequate
storage volume for the next rain and to reduce pressure on the baffles. Take
care to avoid damaging the baffles during cleanout. Sediment depth should
never exceed half the designed storage depth,
.After the contributing drainage area has been properly stabilized, remove all
baffle materials and unstable sediment deposits, bring the area to grade, and
slabili2e it,
6
0
POROUS BAFFLE
+n
DIVERSION .=
DIKE-4�--�
HOLD-DOWN STAKES 3.1
111=
_
I -I I I E I I oINLET 1 I -I I I -I 1177
15" PLASTIC o 1! I I
CORRUGATED �I I 1I
PIPE I II
� IoT
III
I
STABILIZE I I� III o 1 I TOP OF
OUTI-ET I=III HAND -COMPACTED
1 ILL ( ISLAND )
El
=I I = _ = 1=111
II I I -I I ICI I ICI I I 111
TOP OF h
-LEVEL SEUMIT� DIVERSION MIN. 0
NATURAL
F��
GROUND a ' _? y •^ ' 3.1
DIVERSION F
CHANNEL _��L--
VIEW ALONG INLET PIPE
TEMPORARY SLOPE DRAIN
(N.T.S.)
CALL BEFORE YOU DIG!
1-800-632-4949
NORTH CAROLINA ONE -CALL CENTER
TOP EL. 866.00
5'
0000 4-4"0 I.E. 864.0
4"0 SCH 40 PVC STUBOUT
GROUTED IN 5"0 ORIFICE
FOR CONNECTION TO
SKIMMER.
1-5"0 I.E. 860.5
2 ORIFICE CONFIGURATION 2 ���
o N,T.S. � Illl
(N.T.S.) 1
Illr
= Illi
RIP -RAP
TOP OF DIKE I3L. 867
TRASH RACK # 4 BARS
WELDED W/6"x 6"
OPENINGS.
TOP
-EL. 866.0
CLEANOUT MARKER _
EL. 862.0
CONNECT TO PVC
STUBOUT (SEE ORIFICE
CONFIGURATION DETAIL)
INSTALL THREE POROUS BAFFLES
ACROSS BASIN. WHEN SITE IS
STABILIZED, REMOVE THE BAFFLES,
PREPARING FOR FINAL
CONSTRUCTION OF THE
BIORETENTION
TOP BANK
lIll=llfl=
1 �!
_
I I = Iltl
o ±36 LrGy� IERIM f l MlAl Mlr
o POND BOTTOM = 861 (OPPOSITE LOW
INV=$60.0 ORIFICE)
OUTLET STRUCTURE
48" 0
ANTI --SEEP COLLAR TYP. SEE ORIFICE
(SEE DETAIL) CONFIGURATION VER--EXCAVATE
THIS SHEET FOR SKIMMER 2" FAIRCLOTH SKIMMER BY J.W. FAIRCLOTH
CLAY CORE (SEE DETAIL & SON, INC. (SEE DETAIL BELOW). WHEN
THIS SHEET) SITE IS HAS BEENARECEIVDE�D,4RDE OOVENSKIMMER &AL
INSPECTION AND MAfN1ENANCE:
ATTENTION TO SEDIMENT ACCUMULATIONS WITHIN THE POND IS EXTREMELY IMPORTANT. SEDIMENT DEPOSITION SHOULD BE INSTALL BIORETENTION (SEE DETAIL SHEET 6
CONTINUALLY CONCENTRATIONS"OFRED IN THE BASIN. OWNERS AND MAINTENANICE HE/IVY METALS (E.G.. LEAD, NC, AN CADMIUM) AS
AS SOME LD BE AWARE
THAT
U HSIGNIFICANT AS PESTICIDES, 1 SECTION THRU BASIN OF 9)
MAY BE EXPECTED TO ACCUMULATE AT THE BOTTOM OF THESE TREATMENT FACILITIES.
(N.T.S.)
REMOVE SEDIMENT WHEN IT REACHES 50% OF STORAGE VOLUME OR TOP OF THE CLEANOUT STAKE.
SINCE DECOMPOSING VEGETATION CAN RELEASE POLLUTANTS, ESPECIALLY NUTRIENTS, CAPTURED IN THE WETPOND, IT MAY BE
NECESSARY TO HARVEST DEAD VEGETATION ANNUALLY. OTHERWISE THE DECAYING VEGETATION CAN EXPORT POLLUTANTS OUT
OF THE POND AND CAN CAUSE NUISANCE CONDITIONS TO OCCUR,
REGULAR INSPECTIONS SHOULD BE DONE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24—HOURS AFTER EACH RAINFALL EVENT
THAT PRODUCES Yt-INCHES OR MORE OF PRECIPITATION.
ALL TEMPORARY SEDIMENT BASINS SHOULD BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER
IT IS NO LONGER NEEDED. 4'
TRAPPED SEDIMENT SHOULD BE REMOVED FROM, OR STABILIZED ON SITE. i
DISTURBED AREAS RESULTING FROM THE REMOVAL OF THE SEDIMENT BASIN SHOULD BE PERMANENTLY STABILIZED.
4" SCH 40 PVC
COUPLING CONNE
i1.I1 rr
NIPPLE ON OUTLET ENO
2t' FAIRCLOTH SKIMMER
NOTE: (N . T. S. )
SKIMMER TO BE INSTALLED AND MAINTAINED PER
MANUFACTURERS RECOMMENDATIONS. GO TO
WWW.FAIRCLOTHSKIMMER.COM FOR MORE INFO.
(4)SKIMMER DEWATERING DEVICE
(N.T.S.)
FLOAT
EX._ GRADE
3 CLAY CORE DETAIL
O N. T. S.
{ )
CLAY CORE TO BE
MATERIAL APPROVED BY
SOILS ENGINEER
4
_ EX._ GRADE
CLAY CORE TO BE KEYED
INTO EXISTING GRADE
PHASE I DETAILS
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SHEET N0.
5 9
PROJECT N0.
10-329

b'YlC4
�>XILe9 �rm�fSu�<Il�a�oi
W
F-
W'
%9
F
t•1 U
jrS
oW
W
43
w
om
< Y
0$
Z
X�
o
to $
�a
L = The distance such that points
A and B are of equal elevation
A
L
0
CHECK DAM SPACING
(N.T.S.)
1.5' min.
9" min /
----------- -- ---- - -- - -- - - --
Filter Cloth
Plan View
12• of NCDOT #5 or #57
washed stone 1.5'
Class B Riprdp
2' max. at
tenter
Filter \Cloth
y
a'to 6'
Cross -Section View
Figure 6.83b Stone check dam stone should be placed over the channel banks to keep water from cutting around the
dam.
Maintenance Inspect check dams and channels at least weekly and after each significant (1/2
inch or greater) rainfall event and repair immediately. Clean out sediment;
straw, limbs, or other debris (hat could clog the channel when needed.
Anticipate submergence and deposition above the check dam and erosion from
high flows around the edges of the dart. Correct all damage immediately, if
significant erosion occurs between dams, additional measures can be taken
such. as,. installing. a proteedve riprnp liner in that portion of the channel
(Practice 6.31,,RirrnP-fine and Paved Channels).
Remove sediment accumulated behind the dams as needed to prevent damage
to channel vegetation, allow the channel to drain through the stone check dam,
and prevent large flows from carrying sediment over the. dam, Add stones to
dams as needed to maintain design height and cross section.
CALL BEFORE YOU DIG!
1-800-632-4949
NORTH CAROLINA ONE -CALL CENTER
® CHECK DAM
(N.T.S.)
2 _11=
III
_=IIII
_- IIII
RIP —RAP ----——---------
——
0 f35 LF F
O ___
00 0
INV=860.0 }
ANTI —SEEP COLLAR TYP
(SEE DETAIL)
CLAY CORE (SEE DETAIL
THIS SHEET)
2 ) ORIFICE CONFIGURATION
(N.T.S.)
3" END CAP
7
3
1
Jia. FOR
THE LOW FLOW ORIFICE
4"x3" Reducer
5' _ I _ 14'f
TOP OF DIKE I
TRASH RACK # 4 BARS
WELDED W/6% 6"
OPENINGS.
L. 867
TOP
,,-EL. 866.0
OUTLET STRUCTURE
48" 0
4" CLEAN
f
GRAVEL &
mix•LEAN.I
TOPSOIL
n­ ., •, •
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hum•{I
• •- • •
CI : • •
TOP BANK
IIII=III
I
ALL SEDIMENT MUST BE REMOVED BEFORE
INSTALLING UNDERGROUND PIPE TO AVOID
SEDIMENTATION OF UNDERGROUND
SYSTEM.
O SECTION THRU DETENTION
(N.T.S.)
FLOW
CLEAN TOPSOIL
I.E. 867.0
3
Ll ,h 1
HAL��
HALF GRAB
/CAP AND SAND
FILTER FABRIC
NON —WOVEN
ASTM D-4491 12"
OVERLAP
# 57 STONE OR Y2"
DIA. TO 1 Y2" DIA
WASH STONE PER
AASHTO M-43
FESCUE GRASS
OR 3 THICK
MULCH
'dQ ° ' 0 0 0 °O 0 v -oo 00 00'60 00 °
° r ° Q
17700.. o0 0 ° 00 °° o. p 0 0.0 0 4
10"
I
4"
DIA.
U
)SECTION_
4" (NTS)
10"
1 j-
FLOW
I-- Y I
—I.E. 863.0
8"
8"
8" FILTER
CLOTH
OVERLAP
PHASE II DETAILS
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SHEET NO.
6 9
PROJECT NO.
10-329

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11-111
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4-#4 FRONT
FACE ONLY
PLAN
ELEVATION
BREAK OFF GROOVE
OR BELL END
•' w
`PIPE BARREL
ROUNDED ENTRANCE
DOWNSTREAM HEADWALL AS SHOWN,
PROVIDE ROUNDED ENTRANCE FOR
UPSTREAM HEADWALL.
2 f4
TI-
#4 AT 12" ' w llli�
BW EF 1'-3'
ALL WALLS -
= I
-1
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Mliillll-uil --1-
q.= -d8"�
/4 AT 12" BIN
8"
SECTION
ALL SLOPES
SLOPE 1 1 /2:1
SLOPE 2:1
SLOPE 3:1
D
H
R
C
A
B
A
B
A
B
12"-24"
3'-3'
3 5 8"
2'-7"
W-11"
Y-9"
8'-4'
5'-O'
11'-3"
7'-6"
27'
3'-6'
4'
2'-11"
7'-9'
4'-2"
W-3"
5'-6"
12'-6"
8'-3'
30"
3'-9"
4 1 2"
S-3"
8'-6"
4'-6"
10'-2"
6'-0"
13'-8"
9'-0"
36'
4•-3"
5 1/2'
S-11'
10'-1"
5'-3"
12'-0"
7'-0'
16'-1'
10'-6"
42'
4'-9"
6 3 8'
4'- 7"
11'-6"
6'-Q"
13'-10"
B'-0"
18'-6"
12'•-0'
48"
5-3"
6 1/2-
5'-1"
12'-11"
8'-11'
15-6"
9'-0"
20'-6`
i3'-5"
54"
5'-9'
6 3/4"
5'-8"
14'-4'
7'-6-
17'-3'
10'-0`
23'-0"
15'-0"
60'
8'-3"
7'
6'-2"
15'--9-
8'-3'
18'-11"
11'-0"
25'-3"
16'-8"
T- 8' FOR DOWNSTREAM HEADWALLS; T- (R+6") FOR UPSTREAM HEADWALL
16 REINFORCED CONCRETE HEADWALL
(N.T.S.)
STORM DRAIN
PIPE
18"xl8'x4" CAST IRON
CONCRETE COLLAR
FINISHED GRADE CLEANOUT WATER FLOW
T3000 PSI WITH COVER
f �I I� I TMUI _-I 1I-
-111-11 -1 a:.: a : v 1=Ili=T_ I'
EXTENSION:
SAME SIZE AS SEWER
(UP TO 4- DIAMETER
MAX.)
LONG SWEEP 1/4
BEND OR COMBINATION
"Y" AND 1/8 BEND
(USE REDUCING TYPE
WHERE REQUIRED)
Lo
BOLLARD PAINTED
HC SIGN -\ YELLOWi
•SIDEWALK•'..:+'
•�'.- `.
;'.
•
�:
STANDARD
HANDICAP
PARKING SYMB
L
PAINTED BLUE
W2
I
9'
REGULAR
PARKING
SPACE
DRAINAGE
PIPE
SIZE
APRON
IENGTH
APR
VMD
S E
SS
STRUCTURE
(IN)
(LO)
(WI)
WI
(W2
1
185'
8' 1 10' 1 8,
1/2" EXP,
JOINT
HC SIGN BROOM BROOM
FINISH FINISH
4 4 Q 1 /2" R 4 0 4'
4. 1 /2 4: 4 Q
PREMOLDED ONCRETE WALK
EXP, JOINT
MATERIAL
EXPANSION JOINT
NOTES:
1. ALL SIDEWALK WIDTHS AS NOTED ON PLANS.
2, ALL CONCRETE SHALL BE 3000 PSI MIN.
m
PAINT: THE PAINT SHALL BE WHITE TRAFFIC PAINT CONFORMING
TO THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
STRIPING, PR10R TO APPLICATION OF STRIPING PAINT, ASPHALT
SURFACES SHOULD BE CLEANED OF MATERIAL THAT WOULD PREVENT
ADHERENCE OF PAINT. PAINT SHALL BE APPLIED ONLY TO A DRY
SURFACE USING EITHER TEMPLATE OF STRIPING MACHINE; STRIPES
SHALL BE 4" WADE OF UNIFORM WEIGHT WITH NO "SKIPS" OR BARE
SPOTS. FINISHED STRIPING SHALL BE APPROVED BY THE OWNER,
O PARKING LOT PAINTING
DEIAILS
(N.T.S.) COLORED TOOLED/SERRATED SLIP RESISTANT
SURFACING AND/OR TACTICAL WARNING DEVICE
AS REQUIRED BY AMERICAN WITH DISABILITIES
ACT ACCESSIBILITY GUIDELINES AND CODE
REQUIREMENTS.
1:10 MAX
SLOPE PAINTED
YELLOW
1 e �
mfn = 1.5 x MAX STONE SIZE
CONTRACTOR TO PROVIDE A
IINIMUM APRON THICKNESS OF 24"
SECTION VIEW
NOTES:
1. THE RIP -RAP APRON SHALL BE CONSTRUCTED WITH NO SLOPE ALONG ITS LENGTH (0.0%
SEWER .MATERIAL A D
GRADE). THE INVERT ELEVATION OF THE DOWNSTREAM END OF THE APRON SHALL BE EQUAL TO
SIZE AS REQUIRED
THE ELEVATION OF THE INVERT OF THE RECEIVING CHANNEL. THERE SHALL BE NO OVERFALL AT
EXTERIOR CLEANOUT
THE END OF THE APRON.
17
2. IF THE PIPE DISCHARGES INTO A WELL-DEFINED CHANNEL, THE SIDE SLOPES OF THE CHANNEL
LN.ts)
SHALL NOT BE STEEPER THAN 2:1.
3. THE APRON SHALL BE LOCATED SO THAT THERE ARE NO BENDS IN THE HORIZONTAL ALIGNMENT.
4. GEOTEXTILES SHOULD BE USED AS A SEPARATOR BETWEEN THE GRADED STONE, THE 501E BASE,
AND THE ABUTMENTS, THE GEOTEXTILE SHALL BE SPECIFIED IN ACCORDANCE WITH AASHTO
M288-96 SECTION 7.5 PERMANENT EROSION CONTROL RECOMMENDATIONS. THE GEOTEXTILE SHOULD
BE PLACED IMMEDIATELY ADJACENT TO THE SUBGRADE WITHOUT ANY VOIDS.
5. ENSURE THAT THE SUBGRADE FOR THE FILTER AND THE RIP -RAP FOLLOWS THE REQUIRED LINES
AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE
DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON THE
UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIP -RAP THICKNESS.
6. THE RIP -RAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN
ON THE PLANS.
7. GEOTEXTILE MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM PUNCHING
OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIP -RAP AND
PLACING ANOTHER PIECE OF FILTER FABRIC OVER THE DAMAGED AREA. ALL CONNECTING JOINTS
SHOULD OVERLAP A MINIMUM OF 1 FT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER
FABRIC.
8. RiP-RAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.
9. REFER TO ABOVE DETAIL FOR RIP -RAP THICKNESS.
10. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGEATION.
11. STONE QUALITY - SELECT STONE FOR RIP -RAP FROM FIELD STONE OR QUARRY STONE. THE
STONE SHOULD BE HARD, ANGULAR, AND HIGHLY WEATHER -RESISTANT, THE SPECIFIC GRAVITY OF
THE INDIVIDUAL STONES SHOULD BE AT LEAST 2.5.
14 RIP -RAP AT END PIPE PROTECTION DETAIL
II6PW EMERY SEVEN G1LENf1AR HAYS AM WITHIN 24-WO AFTER EACH WWALL EVENT THAT PRODUCES N-1* S OR MORE OF
PRE:CPITAwt om FOR MY EROSION AROUND OR BELOW THE RIPRAP Ws TAIOTI P1AM OR F SIO10 WNW BEFTI DOOM
WMWATELY MAIM ALL NEEDED REPAIRS TO PREVENT FUi1HER OHMAGE (N.T.S.)
04 POST (7 TYP)
rx CEDAR BOARDS (PAINTED) ON GALV. STL FRAME --
18' MIN
8' HIGH FENCE
1'
WHEEL STOP / POST
a' PERMANENTLY AFFIXED
18' MIN DUMP TER
THICK 3500 PSI
9' I AIR -ENTRAINED
' CONCRETE SLAB NTH
6 x e x 2.9/2.9 W.W.F. ON
a, • ~� • ' 5" GRANULAR BASE
a : . 4X4 POST (7 TYP)
6' • as ' '
a •: . , a` G' HIGH SWINGING
' ate' GATES NTH SELF
a 'f a • �� LATCHING DEVICE
CALL BEFORE YOU DIG!
II
II
II
II
I!
II
-I r
II II
III
III
II II
II II
II II
JL
II
II
II
-I[--
II
ll
II
-A
;d
12" DIA. x 36' OP. CONC. ENCASEMENT (TYP, OF 7)
FRONT ELEVATION
f
.e
1-800-632-4949 1Is DUMPSTER ENCLOSURE PLAN
NORTH CAROLINA ONE -CALL CENTER O (PLT• L)
FACE OF
CURB
10 HANDICAP PARKING RAMP
CEMENT GROUT ROADWAY
U.S. FOUNDRY FRAME #4138 &
FINISHED GROUND GRATE #6218 OR APPROVED EQUAL (WHERE APPLICABLE)
IERE APPLICABLE)
6
23 "x35 ADJUST TO GRADE
DRAINAGE STRUCTURE r"�"'� " WITH BRICK COLLAR
TOP SLAB (SEE DETAIL) 8 WHERE REQUIRED
PRECAST REINFORCED SEE w
CONCRETE BOX. SEE SCHEDULE
SCHEDULE FOR BOX. pry
SIZE REQUIREMENTS. PIPE DIA.
Of
a
SUBGRAD
���4�I1Ao>•
W"i
E UNDERDRAIN rrAi.+ww.
(WHERE APPLICABLE)
CEMENT GROUT �.. #57 STONE BEDDING
TO FLOW LINE n� _� C MIN. 6' THICK
NOIES:
1. BRICK COLLAR SHALL BE COATED WITH 1/2" THICK MORTAR INSIDE AND OUTSIDE.
CATCH BASIN TYPE-1
M X. TRENCH WIDTH MAX. TRENCH WIDTH
O.D. + 24"
O.D. aO.D.
COMPACTED BACKALL
95$ MAX DENSITY 2'
1/4" GROOVED JOINT
L pQC1A11 1
4 4_F .a 1/2- R O 4
" 4"
4 a 1/2 4 4
3000 PSI
CONCRETE
CONCRETE WALK
CONTROL JOINT
® CONCRETE SIDEWALK
(N.T.S.)
6. 1" RADIUS AT
1" RADIO IL..�_�jl .TURF
l 6" I t" RADIUS
1' RADIUS LO 1" RADIO o
7' 11"
THIS AREA MAY BE 1S AREA MAY BE
POURED FLAT POURED FLAT
NORMAL GUTTER PITCHED GUTTER
NOTES:
1. CONCRETE TO BE 3000 PSI.
2. CURB AND GUTTER TO HAVE A COAST, JOINT EVERY 10' AND AI/2"
EXPANSION JOINTS SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED
40 FT., AT THE ENDS AND MID -POINT OF RETURNS, AND AT ANY POINT
WHERE THE NEW CURB & GUTTER ABUTS OTHER CONCRETE STUCTURES.
3. 5 FT. LONG TRANSITIONS SHALL BE PROVIDED BETWEEN NORMAL
GUTTER AND PITCHED GUTTER UNLESS OTHERWISE NOTED.
018" CONCRETE CURB AND GUTTER
(N.T.S.)
2" ASPHALT WEARING SURFACE
COURSE
2" ASPHALTIC BINDER
COURSE
--8" COMPACTED AGGREGATE BASE
COMPACTED SUBGRADE(98R
STANDARD PROCTOR DENSITY)
HD PAVEMENT SECTION
1.57_TYPE 1 ASPHALTIC WEARING
1.5 TYPE 1 ASPHALTIC BINDER
COURSE
-6" COMPACTED AGGREGATE BASE
COMPACTED SUBGRADE(98%
STANDARD PROCTOR DENSITY)
LD PAVEMENT SECTION
BACKFILL LIGHTLY ROCK
CONSOLIDATE TO TOP K
OF PIPE. O.D./2 8
COMPACTED •p • 6" MIN,
• •o°� 1-INCH D50 WASHED STONE
CRUSHED STONE
BEDDING IN ACCORDANCE WITH
APPLICABLE ASTM SPECIFICATIONS
SOIL TRENCH IN EARTH 12- TO 24-IN. MIN,
NO SCALE Trench In Rock
No Scale
12 PIPE BEDDING 6-IN. MIN.
(N.T.S.)
1.25
STEEL
BURY WIRE MESH 6-IN, MIN,
ATTACH 1/2 x 1/2 IN. MAX. OPENING
HIRE MESH TO POSTS WITH WIRE TIFS
SPACED A MAX. OF 6-IN. APART
s0 PAVEMENT DETAILS
(N.T.S,)
L
I
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O \
D
HANDICAP PARKING
SYMBOL
STANDARD HANDICAP
METAL PARKING SIGN
W WHITE SYMBOL ON
BLUE BACKGROUND
AND WHITE BORDER.
18- TO 24-IN,
48-IN. MIN.
COMPACTED SOIL 0,4E FLAN �®
- FOW WIRE MESH TO OVERLAP
s _ ENDS AND SECURE TO
O POSTS WITH WIRE TIES
- - - 18-IN. MIN.
36-IN. MAX. SPACING
[BURY WIRE MESH
(SEE DETAIL)
POST INSTALLATION DETAIL WIRE MESH INSTALLATION
TEMPORARY DRAINAGE DIVERSION DETAIL
STONE AND WIRE MESH INSTALLATION
SCALE: NONE: DETAIL
MSPECT EM SEVEN CALF" DAYS AND VM 2"M , TER M E�MNNFKL OW IMM�LY M ME INERT FROMM N1.OYr 90 RVNR M@INLET PROTECTION FOR CATCH BASIN
MUtSION RIDGE CA IPLLY CIM OURETS NO MAIM MaY TEPAIM AS NUM AHEM TW ARIA PROTECTEL IS PER WOnY STABEM. RE1 M TW RIiG'E (N.T.S.)
NO THE CIV MTEL M BLEND 11IITI TW NATUW GUM LEVEL NO APPROPRATET.Y STAMM IL
NGST B AILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE
TRAFFIC WILL BE ENTERING OR LEAVING THE CONSTRUCTION SITE
TO OR FROM A PUBLIC ROAD.
STONES TO BE 2"-3" WASHED STONE.
ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC
STREETS MUST BE REMOVED IMMEDIATELY.
O CONSTRUCTION ENTRANCE GRAVEL "MUD -MAT"
(N.T.S.)
MAINTNN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCI; SITE. THIS MAY REQUIRE PERIODIC
TOPDRESSINIG WRN 2' STOAE. AFTER EACH RAINFALL. WPM ANY STRUCTURE USED TO TRAP SEIJQIEFfT AND CLEAN IT OUT AS NECESSARY.
MAWATELY REtIOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO MIUC Ra"AYS
50'-Q" - J \ r
EQUAL SPACING (10' MAXIMUM)
.• D
■ SIDEWALK
EXPANSION crnowr_ i iur EXPANSION
50,-0" _
1/2-R 1/2"R
D 1 /2"1 1/2"' PREMOLDED
JOINT
0 FILLER
O C)
SCORING LINE EXPANSION JOINT
NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE CITY OF ANDERSON.
2. EXPANSION JOINTS, 3/4" THICK, SHALL BE PLACED AT THE P.C. AND P.T. OF ALL CURVES, AT THE OUTER EDGES OF DRIVEWAYS,
ADJACENT SIDEWALK PANELS, AND AT UNIFORM INTERVALS AS SHOWN.
3. JOINTS IN THE CURB AND GUTTER SHALL ALIGN WITH CORRESPONDING JOINTS IN THE SIDEWALK,
4. LONGITUDINAL SCORING LINES WILL BE REQUIRED IN WALKS WIDER THAN SIX FEET.
5. CONCRETE SHALL BE "READY MIX" HAVING A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI.
O EXPANSION JOINT & SCORING LINES
13 (N.T.S.)
LB./LINEAR FT:
STEEL POSTS
FILTER FABRIC \ \��+'/a"'
20 GALVANIZED
STEEL PIPE
� I I
'v II
B" DIA. BOLLARD
II PAINTED YELLOW
I
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. .
4 CONCRETE
Os HANDICAP PARKING SIGN
DETAIL
(N.T.S.)
BACKFILL TRENCH WITH e�C/I
COMPACTED EARTH
USE EITHER FLAT -BOTTOM
OR V-BOTTOM TRENCH
SHOWN BELOW
Rork
FILTER
FABRIC
FILTER FABRIC
COMPACTED
EARTH
RUNOFF
SILT FENCE INSTALLATION
18�IN.
(MINIMUM)
HEAVY DUTY
PLASTIC TIE
FOR STEEL
POSTS
BURY FABRIC
O DETAIL OF SILT FENCE
1. INSTALL SILT FENCE BEFORE CONSTRUCTION BEGINS
4-IN,-- '
FLAT -BOTTOM TRENCH DETAIL
IN
NWPECT EVERY SEVEN CRENOAR GAYS NO 1WTHIN 2440URS AFTER EACH UWALL EM77TF THAT FilOO M %-IN M OR MORE OF PWCIFITATION. OM FOR S£DIIE?R Saar
!NO R RE fITEORIIY. CIM WWW RUNOFF HAS EAM A CHNNR BENEATH TFE FENCE, OR NITQtE TIE FENCE WS SAOCEO OR CO Lwm BY n= DVERTGPPIO.
F THE Fi110E FABRIC TM BEOFTS TO OEGOMPOSE, OR IN ANY WAY BECOMES I4EFPE:um REPLACE TIE SECIIOII OF FENCE MfLIE uTmy.
REMOVE SURMT ATM &M TW FENCE WMHEM R REAC O IA THE IM:M OF THE FDTCE, EWEC10aY F HEAVY RAMS ARE EXPECTED.
MOW TRAPPED SETIMIX FT10M THE SITE OR STMM IT ON SITE.
REMM SILT FEKE 1110 30 DAYS AFTER FINAL STAMWTION IS ACHIM OR VIER TE FORARY BEST WMGEIIDU PWiCTICES (IFS) ARE NO LONGER NEEi1EB.
PFIIILNI DITLY STABIUM DI 7W= AREAS RE: XIM "M FENCE RELI01A7L.
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SHEET N0.
7
9
PROJECT N0.
10-329

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MINI -SKIP LINES
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10' SKIP LINES
2' MINI -SKIP LINES
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TURN LANE LINE
YELLOW OR WHITE
YELLOW OR WHITE
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30'
40'
FIRM4"18" F
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GORE LINE
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- -
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DIAGONAL LINE 1
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GENERAL NOTES
z
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- N-�
- WHITE
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1- WHERE TWO WIDTHS ARE INDICATED, THE FIRST WIDTH APPLIES TO A
"NORMAL" WIDTH LINE, T14E SECOND WIDTH APPLIES TO A "WIDE" LINE. -
= W
r
R/ R LINE -
2- 'WIDE" LINES ARE REQUIRED WHEN DESIGNATED IN THE PLANS, OR WHEN
DIRECTED BY THE ENGINEER. REFER TO PAVEMENT MARKING GUIDELINES.
pyy Q .
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WHITE
STOP OR TRANSVERSE BAR
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24�r
ISHEET 1 OF 2
SHEET 1 OF 2
1205.01
11205.01
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CHANNELIZING ISLAND SEPARATING TRAFFIC IN SAME DIRECTION
a
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(CHEVRON)
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- CENTER LINES -
2
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DIAGONAL LINES
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Y z
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BUFFER - - -
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REMOVE ALL TAGS, TIES, ETC.
FROM SHRUB .
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FACE FULLEST SIDE OF PLANT
TO THE OUTSIDE OF GROUPINGS
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LOOSEN BURLAPTIES
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SET BALL 3" HIGHER THAN
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COMPACTED PLANTING SOIL
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PLANTING DETAIL
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CODE
QTY
BOTANICAL NAME / COMMON NAME
CONT
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ILE CRE
140
ILEX CKENATA / JAPANE5E HOLLY
3 GAL
15" TALL (MIN.)
5SPACE (O.C) buffer yard
18" tip to tip spacing street yard
ILE BUR
2G
ILEX CORNUTA '13URFORDII NANA' / DWARP BURFORD HOLLY
7 GAL
18" TALL (MIN.)
5' 5PACE (O.C) buffer yard
MYRC .
52
Myrlca cerlfera ! WAX MYRTLE
3 GAL
18" tip to tip Spacing Street yard
G' TALL (MIN.) 1 2.5' 5PACE (O.C.)
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SCALE: NOT TO SCALE
GREEN "DEEPROOT BRAND
ARBORTIES% 3 SPACED AT 1200
ROOT FLARE
REMOVE ALL BURLAP
AND WIRE BASKET FROM
TOP 1 /3 OF ROOT BALL
WATER SAUCER
SET BALL 2" HIGHER THAN
FINISHED GRADE
15 Tkm SOIL
3" MULCH LAYER
BERM
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(3) 2x4 STAKES, 76" LONG
BACK FILL WITH CLAY LOAM TOP
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SOIL FREE FROM STONE AND DEBRIS
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CANOPY TREE
PLANTING
DETAIL
SCALE: NOT TO SCALE
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GENERAL
1. ALL ELEMENTS OF LANDSCAPING SHALL BE INSTALLED SO AS TO MEET ALL APPLICABLE ORDINANCES AND CODES REQUIREMENTS.
2. MATERIALS LIST WAS PREPARED FOR ESTIMATING PURPOSES, CONTRACTOR SHALL MAKE OWN QUANTITY TAKE -OFF USING DRAWINGS AND
SPECIFICATIONS TO DETERMINE QUANTITIES TO HIS/HER SATISFACTION, REPORTING ANY DISCREPANCIES WHICH MAY AFFECT BIDDING.
3. ALL PLANTING DETAILS AND SPECIAL PROVISIONS FOR PLANTING MUST BE FOLLOWED.
4. PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL
UTILITIES DURING CONSTRUCTION, SHOULD THE CONTRACTOR CAUSE DAMAGE TO ANY UTILITIES, NECESSARY REPAIRS SHALL BE MADE AS QUICKLY AS
PRACTICABLE AT THE CONTRACTOR'S EXPENSE.
5. CONTRACTORS SHALL REFER TO THE LANDSCAPE PLANTING DETAILS, PLANTS LISTS, GENERAL NOTES AND THE PLANTING SPECIFICATIONS FOR
COMPLETE LANDSCAPE PLANTING INSTRUCTIONS.
PLANT SELECTION
l . ALL PLANT MATERIAL SHALL CONFORM TO STANDARD SET FORTH BY "AMERICAN STANDARDS FOR NURSERY STOCK" ANSI Z60.1-2004 PUBLISHED BY THE
AMERICAN NURSERY AND LANDSCAPE ASSOCIATION.
2. ROOT TYPES MAY BE FREELY SUBSTITUTED IN CASE OF BALLED AND BURLAPPED OR CONTAINER GROWN; HOWEVER, ALL PLANT MATERIAL MUST ADHERE
TO ANSI Z60.1-2004 SPECIFICATIONS FOR ROOT BALLS AND CONTAINER SIZES,
3. CONTRACTOR TO VERIFY THAT ALL PLANT MATERIALS ARE AVAILABLE AS SPECIFIED WHEN BID/PROPOSAL IS SUBMITTED. ANY SUBSTITUTIONS IN SIZE
AND/OR PLANT MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT BEFORE PLANTING CAN BEGIN.
4. IN THE PLANT SCHEDULE, PLANTS NOTED AS "SPECIMEN", SHALL BE SELECTED BY THE LANDSCAPE ARCHITECT AT THE NURSERY OR PHOTOS OF THE
PLANTING STOCK SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL.
5. UNLESS SPECIFICALLY NOTED, ALL PLANTS SHALL BE OF SPECIMEN QUALITY, EXCEPTIONALLY HEAVY, SYMMETRICAL, AND SO TRAINED OR FAVORED IN
DEVELOPMENT AND APPEARANCE AS TO BE UNQUESTIONABLY AND OUTSTANDINGLY SUPERIOR IN FORM, COMPACTNESS AND SYMMETRY. THEY SHALL
BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF; FREE OF DISEASE AND INSECTS, EGGS OR LARVAE; AND
SHALL HAVE HEALTHY, WELL -DEVELOPED ROOT SYSTEMS. THEY SHALL BE FREE FROM PHYSICAL DAMAGE OR OTHER CONDITIONS THAT WOULD PREVENT
VIGOROUS GROWTH.
6. SUBSTITUTIONS OF PLANT MATERIALS WILL NOT BE PERMITTED UNLESS AUTHORIZED IN WRITING BY THE LANDSCAPE ARCHITECT. IF PROOF IS SUBMITTED IN
WRITING THAT A PLANT SPECIFIED IS NOT OBTAINABLE, CONSIDERATION WILL BE GIVEN TO THE NEAREST AVAILABLE SIZE OR SIMILAR VARIETY, WITH A
CORRESPONDING ADJUSTMENT OF THE CONTRACT PRICE.
7. PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED, EXCEPT THAT PLANTS LARGER THAN THOSE SPECIFIED MAY BE USED IF APPROVED BY THE
LANDSCAPE ARCHITECT IN WRITING. USE OF LARGER PLANTS SHALL NOT INCREASE THE CONTRACT PRICE. IF LARGER PLANTS ARE APPROVED, THE
ROOT BALL SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLANT.
8. ROOT FLARE OF PLANT MATERIAL MUST BE AT OR SLIGHTLY HIGHER THAN EXISTING GRADE. PULL MULCH BACK 6 IN. FROM ROOT FLARE.
9. ALL TREES MUST BE STRAIGHT TRUNK, FULL HEADED, AND MEET ALL REQUIREMENTS SPECIFIED. TREES WITH MULTIPLE LEADERS, WILL BE REJECTED UNLESS
OTHERWISE SPECIFIED. TREES WITH A DAMAGED OR CROOKED LEADER, BARK ABRASIONS, SUNSCALD, DISFIGURING KNOTS, INSECT DAMAGE, CUTS OF
LIMBS OVER 20 MM %, IN.) IN DIAMETER THAT ARE NOT COMPLETELY CLOSED OR FLUSH PRUNING CUTS THAT DO NOT PRESERVE THE COLLAR AT THE
BRANCH WILL BE REJECTED.
10. ALL PLANT MATERIAL SHALL BE PROTECTED DURING TRANSPORT AND DELIVERY TO JOB SITE WITH SHADE CLOTH OR OTHER ACCEPTABLE MEANS OF
WINDBURN PREVENTION. .
PREPARATION
1. CONTRACTOR SHALL TEST SOIL pH AND CONDITIONS FOR ALL PLANT BEDS AND LAWN AREAS TO INSURE THAT PROPER SOIL REQUIREMENTS ARE MET
FOR THE PLANT BED AND/OR LAWN AREAS. SOIL SHALL BE AMENDED BY CONTRACTOR AS INDICATED BY SOIL TEST AND SPECIFICATIONS TO ACHIEVE
PROPER SOIL CONDITIONS.
2..' PRE -EMERGENT HERBICIDE SHALL BE APPLIED TO PLANTING AREAS PRIOR TO LANDSCAPE INSTALLATION AND ACCORDING TO MANUFACTURER'S
INSTRUCTIONS.
3. ALL PLANT BEDS TO RECEIVE 3" DEEP HARDWOOD MULCH UNLESS OTHERWISE SPECIFIED.
4. ALL PLANT BED AND LAWN AREAS TO RECEIVE 100% IRRIGATION COVERAGE UNLESS OTHERWISE SPECIFIED.
INSTALLATION
1. CONTRACTOR SHALL ASSURE DRAINAGE AND PERCOLATION OF PLANTING PITS PRIOR TO INSTALLATION OF PLANT MATERIAL. CONTRACTOR SHALL FILL
ALL TREE PITS WITH WATER BEFORE PLANTING TO ASSURE THAT PROPER DRAINAGE AND PERCOLATION IS AVAILABLE. CONTRACTOR IS RESPONSIBLE
FOR THE REPLACEMENT OF ALL PLANTS LOST DUE TO INADEQUATE DRAINAGE CONDITIONS:
2. BALLED AND BURLAP MATERIAL SHALL HAVE THE TOP ONE HALF (1 /2) OF THE BURLAP AND STRAPS REMOVED,
3. TURF GRASS SHALL BE PLANTED AFTER ALL PLANTS ARE INSTALLED AND MULCHED. SEED AND/OR SOD BED PREPARATIONS BY MEANS OF PULVERIZATION
TO LOOSEN SOIL. SMOOTH AND FINE GRADE AREA REMOVING ANY ROCKS, ROOTS, TRASH, AND CLODS OVER ENTIRE AREA.
MAINTENANCE
l . THE CONTRACTOR 1S RESPONSIBLE FOR MAINTAINING 114 FULL ALL PLANTING AREAS (INCLUDING WATERING, SPRAYING, MULCHING, MOWING,
WEEDING, FERTILIZING, ETC.) UNTIL THE OWNER AND LANDSCAPE ARCHITECT ACCEPT CONSTRUCTION IN FULL AT THE END FOR THE ESTABLISHED
PERIOD. IF A CONDITION OUT OF THE CONTRACTOR'S CONTROL PROHIBITS COMPLETION OF THE ENTIRE PROJECT IN A TIMELY MANNER. THE
CONTRACTOR MAY REQUEST ACCEPTANCE OF THE INSTALLED PORTION AT THE OWNER'S DISCRETION.
2. CONTRACTOR SHALL GUARANTEE PLANT MATERIAL FOR A 12 MONTHS PERIOD FOLLOWING DATE OF ACCEPTANCE BY THE OWNER.
GRAPHIC SCALE
20 0 20 40
scale feet
1" = 20'-0"
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