SW8980719_APPROVED PLANS_20090430

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 ��Tcl
DOC TYPE ❑ CURRENT PERMIT
Z APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE ( �
YYYYMMDD

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REVISIONS
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No Description By
S.R. 1592
cn
SITEI
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U.S. 17 (D
VILLMAPGE EAD N
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POINT V)
>,nn
V'
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R-A A0 Co R-A
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VICINITY MAP
N 6g•14 O
CHECK DAM E--i
\CHECK DAM O H
M4 O �D 1�7
S F•--I �'�
.W
/ PROPOSED BUILDI G O
660 a\ \ �� �� N yQ �I
/ SLAB ELEVATION: 4 .0 J J \ \ W N
qs > 32 R 12 w n
N�5 N/ a / 0 4j 4' M OUTLET STRUCTURE Z W
W
/ / I O
/DETENTION PONTOP Dnw- 1�1
FLOOD POOL
ELEV. 41 .0
OOD POO ELEV. 39.775
CID _------___ __ _
_ I /�� NORMAL POOL ELEV. 38.0lql/ 0 1 r ,I� BOTTOM VEGETATIVE SHELF ELEV. 37.5 w F '
ro a 42 TT
/� FOREBAY BOOM ELEV. 35.0 y
/ \ / / POOL BOTTOM ELEV. 32.0 �_ E--� �
EXISTING DRAINAGE FIELD ( °0 25 tik/ TT�h�
(3 �••� W
PR. 'GAS TANKS I
/ O 1DRAINAGE
\
I O 1 �
-�
/ EASEMENT O
D.L' D.I. I 15" POLY RIGHT-OF-WAYTOP I4594 SMOOTH WALL TOP 46.95 I4N 2.3
a
SEPTIC TANKS INV. IN 43.05 INV. IOUT 42. 7 1
INV. our 4 / \ i OWNER: '
/ O °� rs �h 1\ 00 ` �/\ ' x /� MR. DOUGLAS P. HEFFERNAN
® 2 NV. �0:13 � I
I'-ae 2 /�' P.O. BOX 2000 n/ 15" POLY OOTH WAIL STIC PIP <_ 10 HAMPST NC 28443 F+i
-- -----
EAD, --1
-ID rn \ P I
ZONED D.I. , .. � , .�i I .w�"' 148 i � i ,, � � � SITE DATA �15"POLY SMOOTH ALL USHC PIPE ^ ZONED
B-2 TOP 47.20 O CR. . s o B-2 TOTAL AREA 3.0t ACRES Z co
8' PVC ROOF OR/JNS 6' PVC ROOF DPANS 6' PVC ROOF DRNNS 1 /O ZONING B-2 INV. OUT 43.86 I I F-1 GI
PAHSE 1 BUILDING AREA 10,100 SF N
D.I. \ /N PARKING SPACES REQUIRED 26 f:4 p
TOP 45.12 l �' PARKING SPACES PROVIDED 28 W �,
— n 1 I PHASE 1 ASPHALT AREA 25,077 SF co
INV ONE STORY BRICK & METAL SHOPPING CENTER . IN(WEST) 42.18 PHASE 1 CONCRETE AREA 1591 SF �
9 • n INV. IN(SOUTH) 42.42 1 13 N
o I Im �
INV. OUT 42.25 o / LANDSCAPING AREA REQUIRED: 2,010 SF Z O
4go LANDSCAPING AREA PROVIDED: 2,025 SF I-1 co
CD
27.47' 200.31' 2.77'a ;� In L
p
DID 74.53• FROM R LINE �j '" / / PHASE 2 BUILDING AREA 8,300 SF Z Z, CrD C'D
/ Oq COVERED WALK I / ` PHASE 2 ASPHALT AREA 14,217 SF r, C &
Qo 4g o CIP // I' 1 i a\ _ PHASE 2 CONCRETE AREA 830 SF W +� O CD w
o I z
4 O _ LEGEND 4, �4 3 - _ a o M
Q
J, - - - _ �- EXISTING CONTOUR �Ny C)
6 as8 D.I. i - � - - 7 W � ^" 4 � @
�c�jl 22 8 © TOP 45.4 �ti. EXISTING SPOT ELEVATION E--I py
�a �1 g A 0 42. ! 01 6 _ +
co 6 01 y� /rye' PROPOSED SPOT ELEVATION
L2
—45 - / a
a _- ._ _a0 _- _-46 _. - o- k, a
- 2' 1RCP _ _ _ - _ _ - - - - - (325) LANDSCAPING W/ AREA
44_q5 S 48 01!25' W 346.96'_ 43
- _ INV. 41.36
INV. 45.84 VINV. 45.52 INV 42.30 ® INLET W/ INLET PROTECTION
MATCH EXIST. MATCH EXIST. 50' GRAVELED TSF ulillii i T
PAVEMENT PAVEMENT TEMPORARY CONSTRUCTION o X- -X- X TEMPORARY SILT FENCE `�N CARq
ELEVATIONS ELEVATIONS NTRANCE �q.• Ess •. '
- - -
- - LIMITS OF DISTURBANCE ; �:Q�
_ S E A L
-� -� STORMWATER RUNOFF
_ U.S. HIGHWAY 17 & N.C. HIGHWAY 210(100 R/W) a =- . 17374 � a
PROPOSED SWALE < FiNE� •. `�\,
APPROVED <�
- _-
- SITE PLAN - - wETLAAQRTH CAROLINA ENVIRONMENT
SCALE:1"=30' MANAGEMENT COMMISSION go P NOTE: DIVISION OF WATER QUALITY DATE o9-22-09
ALL IMPERVIOUS AREA TO DRAIN S Qjb1I DESIGN CDC
TO DETENTION POND. a DRAWN EJB
S�F 2 3 2009
C I
SHEET 1 OF 2
09028

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I �PoND � M �
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REPAIR AREA'
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REVISIONS
ti
Dote Description By
t
S.R. 1592
SITE
U.S.TT 17 cO,,
HILLAPGE EAD N
�O OLDE
POINT N
z yam)
C/ J
Ln
V.
ZONED ZONED (n
R-A !0 00 R-A
VL
I
CHECK DAM
r' VICINITY MAP
— — I - - - - - - - - - - NTS O
/ � � �• 5
6
�
19t CHECK DAM y 1�
I, _ CHECK DAM U E-4
�\� H [�
I/ M F'l�T'UR EA "
Cl) I IMPERVIOUS 0,495 SF Z
O Q
/ I O
41
0001)
I!L�'-1
1 / o �• ' OUTLET STRUCTURE Z
IIDETEN11ON POND, W Q
/ I TOP OF BANK ELEV. 41.0 Q �y
/� - I I / FLOOD POOL ELEV. 39.75 Q�t
M \ ` ` �'�t ; /�iD / I I I i NORMAL POOL ELEV. 38.0
ro r---------------------- I / I BOTTOM VEGETATIVE SHELF ELEV. 37.5
ah" 1 \ /� 4z 1J i FOREBAY BOTTOM ELEV. 35.0
/ I ,� ` POOL BOTTOM ELEV. 32.0 Z
rD I EXISTING DRAINAGE FIELD
N
3 PR. 'GAS TANKS I N�iH \\ / I ` p r W
, \ /' 1/ i � � ' DRAINAGE (s�
/ I O EASEMENT O Z
RIGHT-OF-WAY a
I D.+ ITOP I� 94 ��
TOP 46.95 INV. IIN�.42.3
J 0 INV. IN 43.05 INV. IOUT 42. 7 �,
SEPTIC TANKS /\`
INV. OUT 5 }> \ I . \ \ / \,/
I 0OWNER
R s ° 1 1��� /N MR. DOUGLAS P. HEFFERNAN
}/ I 'a O 2 INV41 0 P.O. BOX 2000 f1
-..Aa 15• POLY— TH WALL PIP 4_ 1 I \ /
Y-.—— —— —— �p _ _ \ V /N HAMPSTEAD, NC 28443 �y
_ _...I
I I t. a % -- . .._. i_. 4, o \ ` ., l \� e� SITE DATA
\ ` �
\ I `` ZONED `
ZONED D.I. Mort ... L �'-- f 48 I / I I °p t` 11� 1 5,tPOLY SMOiV �wELCll PPE o B-2 _ ��"J e\ Z co
\ TOTAL AREA 3.Ot ACRES
B-2 TOP 47.20INV. OUT 43,$6 m e• PAC now OPANS e• PC a" oplim r PW ROOF ORMIMS I' I � 1 I I I I` i I /� BUILDING AREA 10,100 SF ��' V�b � 0
/N PARKING SPACES REQUIRED 26 �O`\
D.I. I I l I \ { I PARKING SPACES PROVIDED 28 w 1'r
TOP 45.12 l i I ASPHALT AREA 25,077 SF r 9 0
�— to ONE STORY BRICK 4 METAL SHOPPING CENTER INV. IN(WEST) 42.18 I I 1 11 ! II ' I 1N/ CONCRETE AREA 1591 SF F+�1
Y INV. IN(SOUTH) 42.42 i 1 I{ f ' I ���� 1S LANDSCAPING AREA REQUIRED: 2,010 SF Z N O r+
4g INV. OUT 42.25- I yl I I / / LANDSCAPING AREA PROVIDED: 2,025 SF 10-1 I;. A 0 co
0
27.47' 200.31' 301.1 771, / ARC' VED 0 � � LO kD
NORTH CAROL A ENVIRONMENTAL O
74.15V FRDM Ura: / I I : / �\ MANAGEh NT COMMISSION z ao Z CO M i
DIVISIOt F WATER QUALITY
/ \ \ � COVERED WALK / \I ��l III � `. !�
/ 01 s o / , 11} - >\� — Date q O O O z
O - / \�4 =_. Stormwa r Permii No.
\� \ _ LEGEND a u .�
S LT
EXISTING CONTOU
O
• 46& D.I. -t I' +tiry� EXISTING SPOT ELEVATION E♦ L0 a rx o
�2. © TOP 45.4 , ._. . _... .. - �...
0 I 0 '42 - , _ -- — —
�k° a � PROPOSED SPOT ELEVATION
2" RCP _ _ - - - — -- _— q5�� _ M � — — — — — — — (325) LANDSCAPING W/ AREA d^
3
S 48.01'25" W -34S.9S'- - - - - - - - - - -
-.-INV. 41.36 "
INV. 45.84 INV. 45.52 INV. 42.30 INLET W/ INLET PROTECTION N
50' GRAVELED TSF ® Y\\ttnuNlu/i /
ATCH EXIST. MATCH EXIST. X— —X— X TEMPORARY SILT FENCE N CARO ,
TEMPORARY CONSTRUCTION b
PAVEMENT PAVEMENT I — TRANCE
ELEVATIONS ELEVATIONS— J — LIMITS OF DISTURBANCE c s
L �
SEAL
STORMWATER RUNOFF
U.S. HIGHWAY 17 & N.C. HIGHWAY 210 100 R o _ _ �► —ti PROPOSED SWALE < ' 17374 �'
SITE PLAN REC�
WETLANDS irlrirr1l�
SCALE:1"=30'
DATE 02-05-99
_ DESIGN CDC
ALL NOTE:
AREA TO DRAIN a. 1 t ' i t f DRAWN WH
TO DETENTION POND.
I
- - - - - - - - - - - - - - - - -
p E C E 1 V E DATE PRINTED
ED
C 1
FEB 091999 0 FEB 5 1999
D
PROD u O 1 SHEET 1 OF 2
98115

SITE WORK NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING REVISIONS
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. Da{e Description By
2" TYPE 1-2 (NCDOT) 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
I I- $ItIii FOR PIPE OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
_ 8 ABC STONE (NCDOT) 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
I-24' R TEED FY E A °I A r - r -� - , VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
Zi MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
I I 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
6 T II REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
TOP OF BANK EMBANKMENT 111 f�O_ �} ,���S. 5. DISPOSAL CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
�� ` � L. `- - L I INs AND H-eN-47
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
EL. 4 FLOOD POOL EL. 39.75 W I I YARD INLETS I��- 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
PAN to coec. coLLAR L - - - - J III-III-I 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
NORMAL POOL 403
O NORMAL POOL EL. 38.0 GALV. BAR GRATING - 1• x 1/e" BEARING BARS. FASTEN WITH NOTE: PAVEMENT SECTION MAY VARY EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUi AND
EL. 37.5 TYPE J CLIPS. ATTACH TO 1- /4• x 1-1/4• x1 4" GALVANIZED nTrncH cALVANIz D WIRE - DEPENDING UPON FIELD CONDITIONS.
EL. 38.0 1� MILE FRAME. MORTOR FRAME TO T3 0 o STRUCTURE. 1.5� �� CONTRACTOR SHALL COORDINATE FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
.020 WIRE) W/OWNER & GEOTECHNICAL B. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE
1 6 INV. 41..0 BANK CONC. ASPHALT PAVEMENT ENGINEER TO DETERMINE PROPERLY PERMITTED FACILITY AS REQUIRED.
3 L[COLROIFTICHET8RMESH
POOL 39.75
1l FOREBAY MAIN POOL ELEV. VARIES ACTUAL PAVEMENT SECTION. 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
BOTTOM EL. 35.0 1 24" IiC SEE PLAN PAVEMENT SECTION EASEMENTS, THE CONTRACTOR RSHALL NOTIFY ALL UAPPROPRIATE PERSONNEL OF
3IN OR ALONG ROADWAYS OR
3 BOTTOM BRICK
EL. 32.0 N I INV. 3gBLIC AREAS OR IN PRIVATE
JR POOL 38. THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
�� W 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
INV, 3 4" RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
TSEE FLAN APPROPRIATE PERSONNEL.
TETENTION POND & FOREBAY SECTION TEMPORARY 11. EXISTING SURVEYING PERFORMED BY -------_ AND SUPPLIED BY THE OWNER.
GRAVEL 300o PSI CONC. is 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
NTS A'-n" I.B"L FILTER *FILTTHE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
'� SECTION A - A I F'00I X O
BOTTOM 32.0 PPROVE) EQUAL 4" CONC. SIDEWALK PRIOR TO INSTALLATION.
SECTION A - A $ DQN w/6x6-10/10 W.W.M. 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
DETENTION POND OUTLET STRUCTURE ENERGY DISSIPATOR DROP INLET DETAIL 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
Nis NTS " " ■ 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
iO METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
ASPHALT OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
RESERVED TO
-°" x KING STD. ALUM. e
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
HANDICAPPED PARKING SIGN o (0 tp WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
WITHREAD "RESERVED PARKING" I OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
WITH IDENTIFICATION SYMBOL. TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
PARKING BOLT TO WD. POST W/ 3/8" CANDIUM
00 O 1 4„ 8„ 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
PLATED NUTS, BOLTS k WASHERS. ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
® M15N
9" x 1'-0" x .080 STD ALUM. SIGN o Ag I - I SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
TO READ "MAXIMUM PENALTY $100, MItJ I I 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
GS 20-37.6 BOLT TO WD. POST TURN DOWN SIDEWALK AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. i-;
WITH 3/8" CANDIUM PLATED 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A 1.4
12" I NUTS, BOLTS & WASHERS. d NTS CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, 0
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
T COLORS , NIGHT REFLECTING. A'
00 FILTER PRESSURE TREATED 4 x4 POST FABRIC 20. DUCTILE IRON SHALL BE CLASS 51.
LEGEND AND BORDER - GREEN 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
BACKGROUNDL 01�H LUE BACKGROUND FINISHED GRADE
ITE 1-1/2"R(TYP) -_ STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED.
A 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR T
z CROSS SECTION �o� BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE V
MAXIMUM PAID FOR BY THE CONTRACTOR.
PENALTY II I -I I� vm= CLASS A OR B �a�` 23. SEE GEOTECHNICAL REPORT NO. DATED BY ___A TL-1 F�I
rn 3/g"(TYp) III- - I I I -I I-III EROSION CONTROL Q FOR ADDTIONAL REQUIREMENTS. ; � W
_ _ STONE g°, yjN CONSTRUCTION SEQUENCE F+el �I �-I
O O I 0�I� 1`I 1 I-) I I= 7 FLOW 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
GS 2I-37.6 =I (- 1 I=III- FILTER 2 AT4CENTTEER J � 2. NORY RUN SEDIMENTF 3 FEET WILL BE ALLOWED VERTICAL TO EXIT THE SITE. AL)L EROSION SHALL BE CONTROLLED 0 � 124
0
12^ _� =III=III=I=III FABRIC 6 M INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. �j r'1� O
(LEGEND AND BORDER - GREEN 2' - 3' ��� 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING Z ~FFF7-111
BACKGROUND - WHITE SECTION A-A COARSE AGGREGATE 1,� BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CHECK DAM DETAIL CONSTRUCTION.
TYPICAL HANDICAPPED SIGN DETAIL TEMPORARY GRAVELLED 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
NTS NTS SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL.
CONSTRUCTION ENTRANCE 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN wi� 0
NTS
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER r
VARIES 10' MAX. FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. �S.I
I N . 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM t/1 T�� v
STEEL OR WOOD POST 7.
AT4" LAYERTOF TOPSOIL SHA DRAIN LL NG.WIRE FABRIC ALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. H h' \ S. A'L DISTURBED AREAS SHALL BE SEEDED It ACCORDANCE WITH SEEDING SCHEDULE AS IJ
FLIER FABRIC �4
r SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFIER DISTURBANCE. `�L
\MIN. M DIATE WI o 9. MllNTAIN ALL EROSION CONTROL MEASURES UNITE PROJECT IS COMPLETE. C-4
i INTERMEDIATE WIRESI 10. LORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS r
N1 PLAN PROVE TO BE LESS EFFECTIVE. w I
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. F-�I F•i••) )7
LANDSCAPING IS REQUIRED FOR PARKING LOTS FOR THE PURPOSES OF
a ANCHOR FABRIC SKIRT AS DIRECTED BY ENGINEER
REDUCING AESTHETIC IMPACTS OF PAVING OR REMOVING THE NATURE
VEGETATION FROM LARGE AREAS; TO REDUCE THE NOISE, HEAT AND U
c I I
iq 8 I I DUST ASSOCIATED WITH PARKING LOTS; AND OTHER PURPOSES AS '
O LISTED IN SECTION 67-1. p„1
O
LI LI (1) APPLICABILITY - LANDSCAPING SHALL BE REQUIRED FOR "t
ALL OFF-STREET PARKING FACILITIES WITH FIVE OR MORE SPACES 0 Cz2
NOTES:1. FENCE FABRIC SHALL BE A MIN. OF WIRES OR THOSE AREAS 2500 SQUARE FEET OF MORE DEVOTED FOR
SHALL HAVE A MIN. OF SIX LINE WS IN WITH 12 12 STAY AND VEHICULAR USE. A LANDSCAPING PLAN SHALL BE SUBMITTED IN z
SPACING. ACCORDANCE WITH SECTION 67-8. M
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN, OF SUMMER GRASSING DETAIL ^ -4
36" IN WIDTH. FABRIC SHALL BE FASTENED (2) DESIGN CRITERIA: LANDSCAPING SHALL BE REQUIRED r, 0
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE SEEDING MIXTURE FOR PARKING LOT PERIMETERS AND FOR PARKING LOT INTERIORS. 4-3
ca
3. STEEL POST SHALL BE 5'-0 IN HEIGHT AND BE OF THE SPMES
SELF-FASTENER STEEL ANGLE TYPE. �� DbVOc°) (A) PARKING LOT PERIMETERS - A LANDSCAPED STRIP 1-� O � O �
EIGHT (8) FEET IN WIDTH SHALL BE REQUIRED ALONG �•1 Q)
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3' IN THE PIEDMONT AND MOUNTAINS. A SMALL-STEMMED SINNDANGRASS MY BE ANY SIDE OF A PARKING LOT OR RESIDENTIALLY ZONED TF��F� �
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
2x4 Wood FRAMI> SUBSTITUTED AT A RATE OF so to/ACRE PROPERTY. THIS LANDSCAPING SHALL CONSIST OF , AT A V 0� ;.4 Ln Lo d
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE WOOD
OR STEEL STAKE SEEDING NOTES MINIMUM, ONE EVERGREEN OR DECIDUOUS TREE EVERY a
1 1/2" LONG
FABRIC
TEMPORARY SILT FENCE n v MOUMAINS - MAY IS-AUG 15 EIGHTEBUFFER
(18) TO TWENTY-SEVEN (27) FEET. IF A r, Z co
O CO W
PIEDMONT - MAY 1-AUG. 15 W
l COASTAL PLAN - APR. 15-AUG. 15 BUFFER STRIP IS REQUIRED IN ACCORDANCE WITH 4j 0.I' 1
1 SECTION 657-4, THAN THE TEN FOOT WIDTH MAY BE W O O O 11
w
INCLUDED AS PART OF THE BUFFER STRIP. (4/2/90) O +2
RUNOFF WATER SOIL AMENDMENTS �
NTS w/SEDIMENT- FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GRCUND AGRICUL- ^ .•I
OOOOTlIRAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER (B) PARKING LOT INTERIORS - INTERIOR LANCSCAPING 1+) U .,..I fE
SEDIMENT w�VTE� IS DEFINED AS THE LANDSCAPING REQUIRED WITHIN THE /~/y'y >~
BURIED FABRIC SaRT MULCH PARKING LOT PERIMETERS. INTERIOR LANDSCAPING Ir.lry r� 0 M
^ AS DIRECTED BY ENGINEER APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NErnNG, SHALL BE PROVIDED EQUAL TO 8% OF THE TOTAL AREA TO E 4 � � a � "
r OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY SIRNGK CAN BE BE USED FOR PARKING, LOADING-AREA, OR FOR OTHER
USED AS A MULCH ANCHIORIM, TOOL VEHICULAR USE OF PEDESTRIAN USE. INTERIOR
01)
MAINTENANCE LANDSCAPING SHALL BE IN THE FORM OF PLANTING
REFERTIUZE IF GROWTH 5 NOT FULLY ADEQUATE. RESEED, REFERnLIZE ANAL MULCH M-
ISLANDS, EITHER SEPARATE OR PROTRUDING FROM THE I
MEMMTEY FOLLOWING EROSION OR OTHER DAMAGE. PERIMETER LANDSCAPING. EACH ISLAND SHALL HAVE NO In
HORIZONTAL DIMENSION OF LESS THAN TWELVE (12) N
2x4 WOODOR FEET. (4/2/90) EACH ISLAND SHALL HAVE NO LESS
sTTDx STAKE FALL GRASSING DETAIL THAN ONE PLANTED OR EXISTING TREE PER ISLAND, WITH
w �I ET BURIED FABRIC SKIRT APPROPRIATE GROUNDCOVER. NO PARKING SPACE SHALL \\ `7111II�11/111A
SEEDING MIXTURE BE LOCATED MORE THAN ONE HUNDRED AND TWENTY FEETO ;' `` �N ::"C� ',,
� RATE dhAoMl .��gqFROM A PLANTING ISLAND. ALL PARKING SPACES SHALL ( IQlrg Rye (groin) EsS i20 BE BLOCKED OR CURBED TO PREVENT VEHICLES EITHER SEAL
= -•
SEEDING NOTES FROM OVERHANGING PLANTING ISLANDS OR LANDSCAPED -
-� 17374 :��`
MOUNTAINS - AUG.ndPIEDMONT 15 YARDS BY AN AVERAGE OF MORE THAN ONE FOOT OR �; I';•
EXIESS COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30 DAMAGING ADJACENT FENCES OR SCEENS. (3/9/88) '' ���jQ•�LGINE�. �:
A%ORNERS
SOIL AMENDMENTS '% CREGO
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SIEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME TH FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
WI MAINTENANCE 'Y'If lfllllllltt\\
POLYESTER, OR ETHYLENE YARN-EXTRA STENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW UMESrONE AND 1,0DO LB/ACRE 10-10-10 FERTILIZER.
(50_LB/ 1MICH MIN.)-THAT CONTAINS ULT;-AuIOLFT RAY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST. (1) ALL EXISTING VEGETATION THAT IS USED TO MEET _ DATE 02-05-99
INHPO AND STABILIZERS. FABRIC SNOOD BE SUFFICIENTLY I PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND MULCH LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LIVING - DESIGN CDC
POROUS TO PROVIDE ADEQUATE USED F W THE TEMPORARY MATERIAL, AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY THE
SEDIMENT POOL BURLAP MAY BE USED FIN SNORT-TERM OR 12 D THE TRENCH WITH AT LEASE 4 INCHES OF CRUSHED STONE DRAWN WH
MPLIGi10N5. rt MUST BE REPLACED EVER fLo DAYS. OR /2 INCHES of COMPACTED SOIL APPLY MULCH
UEI/AANCHORING RE STRAW. ANCHOR STRAW LA TACKING WITH ASPHALT, NETTING, OWNER OF THE PROPERTY ON A CONTINUING BASIS FOR THE LIFE OF
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIOFIT CAN BE
2. CUT FABRIC FROM A CONTINUOUS ROLL Tr ELIMINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME MINTS MUST BE USED AS A MULCH ANCHORING TOOL
3. FOR STAKES, USE 2x4-INCH W000(PREFrMED)OR EQUIVALENT OVERLAPPED TO THE NOR STAB. THE DEVELOPMENT. (3/9/88)
METAL WITH A MINIMUM LD41H OF 3 FT. 8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND MAINTENANCE 4. SPACE STAKES EVENLY MOUND THE PERIETER OF THE INLET ELEVATION DOWNSLOPE FROM ET TO THE DROP INL KEEP RUNOFF FROM (2) ARTIFICIAL FENCING SHALL BE MAINTAINED, CLEANED
A NAXMIUN OF 3 FT MART, AND SECURELY DRIVE THEM INTO BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY Repair and refertilize damaged areas immediately. Topdrees with 50 lb/acre AND REPAIRED BY THE OWNER OF THE PROPERTY ON A CONTINUING F{!`/e/].
THE GROUND, APPROXIMATELY 18 INCHES %EEP. DIKE ON THE DOWHSLOPE SIDE OF THE STRUCTURE of nitrogen in March. If it Is necessary to extend temporary cover beyond
June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal Plain) BASIS FOR THE LIFE OF THE DEVELOPMENT. SUCH FENCING SHALL
TEMPORARY FABRIC DROP INLET EROSION CONTROL
or Korean (Mountains) Isepedeza in late February or vary March. BE KEPT FREE OF LITTER AND ADVERTISING.
him SHEET 2 OF 2
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