SW8150903_APPROVED PLANS_20231019

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 I5OC(b3
DOC TYPE El CURRENT PERMIT
E AlCPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATES /0 1 e(
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S� �� PROPOSED 15 SY Jan 27 2023 1027 AM
wej° / OF CONCRETE PROPOSED SITE / z
ASPHALT PAVEMENT
eon SIDEWALK
° ' // i DTO BE PERMITTED IN < l l'� � PROFESSIONAL SEAL
® PERMEABLE PAVEMENT /
PROPOSED ROW FUTURE ( P
8° LANDSCAPED AREA / OF SRHURBS i, 141
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f { PAVEMENT MARKINGS, PROPOSED SITE / J
/ TYP. SEE DETAILS DEVELOPMENT AREA 111A,
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CONNECT FLUSH TO
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EXISTING PAVEMENT / / ¢
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PAVEMENT / oC AND GUTTER Z o
4"X 24" SCH 80 PVC / �/ /� 0
OBSERVATION WELL / !
8 N CONNECT FLUSH TO
PROPOSED Tlp SEE NOTE 18ai
EXISTING PAVEMENT ¢
SIGN - �� CONNECT FLUSH TO / �
i PROPERTY EXISTING PAVEMENT in
LINE,TYP. ' : \ PROPOSED 22 SY / 24'STOP BAR AN ---__ 4
' _ _ �� STOP SIGN, REFER - --__
WHEEL STOP, TYP. OF CONCRETE r;
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PERMEABLE 7 S' = SIDEWALK i GUIDANCE o
PARKING TYP. -
NOTES; PROPOSED 122 SY OF , / 110 LF OF 24"CURB o
r CONCRETE SIDEWALK _ ' - �� I / �� AND GUTTER �w����
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1. THIS IS A PHASED PROJECT. THE 4,790 SF SURF CITY DENTAL w 70 / N
b
EXPANSION IS PLANNED FOR 2022. FUTURE DEVELOPMENT IS LANDSCAPED
PLANNED FOR BEYOND 2026. ! � ISLAND �� � �. '� � ��� �, / i EXISTING IRE
-'' ' + CURB TIE IN AND HYDRANTFLLJ
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\ / END OF CURB o
2. THE SITE DESIGN WILL ADHERE TO SURF CITY DESIGN EV PARKING J - --
STANDARDS. """ / E
AND SIGNAGE �� � '"""" �
3. SAWCUT EXISTING SURFACES TO REMAIN AT LOCATIONS 4"X 24"S31180 PVC
WHERE PAVEMENT AND SIDEWALK MEET EXISTING. OBSERVATION WELL
SEE NOTE 18
4. REFER TO ARCHITECTURAL PLANS FOR THE BUILDING DESIGN
AND ELEVATIONS. o DENTAL OFFICE
CONNECT FLUSH TO �� I /
5. ALL DRIVEWAY ENTRANCE RADII ARE 30' UNLESS NOTED EXISTING SIDEWALK OJ�� BUILDING
OTHERWISE. THE MINIMUM RADIUS IN THE PARKING AREA IS LANDSCAPED \ (9,290 SF)
5'• AREA,TYP. �\ s� /
6. PARKING LOT LIGHTING PLAN TO BE DESIGNED BY DUKE \\ //
ENERGY PROGRESS. INSTALL KNOX �� �/
BOX AT BUILDING.
7. THERE IS NO EVIDENCE OF ENDANGERED SPECIES OR SEE NOTE 16 \ ( Z
HABITAT ON THE PROPERTY. THERE ARE NO STATE Q
CULTURAL RESOURCES FOUND ON THE PROPERTY. � '
8. THERE ARE NO WETLANDS OR SURFACE WATERS IN THE Z
PROJECT AREA AND THE TRACT IS NOT LOCATED WITHIN A ✓ '/� / SITE STATISTICS: CL
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SPECIAL FLOOD HAZARD AREA. \ j / LU
9. BUILT UPON AREA SHALL CONFORM TO THE NORTH VN PARCEL NUMBER: 4225-08-2988-0000(CURRENT) 0
CAROLINA STATE PERMITS FOR SW8 150903 AND OFFSITE / DEED REFERENCE: DS 4520,PG 238 z
PLATT REFERENCE: MB 39,PG 117 -
PERMIT SW8 050502. � Q
51� EXISTING USE: MIXED DEVELOPED AND UNDEVELOPED(2.65 ACRES) J Z
10. SITE LANDSCAPING BUFFERS SHALL BE MAINTAINED. SHRUBS O D
WILL ONLY BE REMOVED AT THE NEW DRIVEWAY ENTRANCE. / ; PROPOSED USE: EXTENDED COMMERCIAL(C-3) Z m d
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DEVELOPED(BUA)AREA ALLOWED I_
11. PROVIDE SHRUBS AND MULTI STEM TREES TO PLANT AT THE / Q
LOCATIONS SHOWN ON THE PLANS, PLANTINGS SHALL MATCH ! PER LOPE PERMIT SW3150 D: 29,640 SF=0.68 ACRES CA
_ _ DEVELOPED AREA PROPOSED: 29,640 SF=0.68 ACRES ! , Z
- V
THE SPECIES AND SIZE OF THE PLANTS EXISTING PLANTS TO -/� LOT COVERAGE PERCENTAGE: 26.7%
BE REMOVED MAY BE REUSED UPON INSPECTION BY THE LIMIT OF DISTURBANCE: 42,133 SF=0.97 ACRES
OWNERS REPRESENTATIVE.
PROPERTY SETBACKSDIMENSIONAL STANDARDS
12. EXISTING TREES AND SHRUBS THAT HAVE DIED SHALL BE w j ��� FRONT: 50-FEET Cl) V
REPLACED WITH NEW STOCK. / SIDE: 25-FEET OCT 19 2023 �
/ REAR: 25-FEET O m
13. CONTRACTOR SHALL VACUUM CLEAN ALL EXISTING
I / CORNER: 25-FEET Z)
PERMEABLE PARKING SPACES AND PERMEABLE PARKING (�
�, � MINIMUM LOT WIDTH REQ'D 150-FEET N
SPACES THAT HAVE BEEN COVERED WITH DEBRIS AT THE LOT WIDTH PROVIDED
CONCLUSION OF CONSTRUCTION. /, j
BUILDING INFORMATION
14. REFER TO THE ARCHITECTURAL PLANS FOR BUILDING �� t TOTAL FLOOR AREA: 9,290 SQUARE FEET(ASSUMED PROPOSED BLDG SF) I
EXPANSION INFORMATION. �� Q Z F
PARKING CALCULATIONS I- C7
15. INSTALL AN IDEAL SHIELD MODEL EVCS-CC-DUEL SURFACE ;/ W U Z
MOUNTED ELECTRICAL VEHICLE CHARGING STATION, WITH 2 % OFFICE SPACE: 1 PARKING SPACE PER 300 SF FLOOR AREA = O 3
CONNECTIONS. REFER TO THE ELECTRICAL PLANS FOR r'n^
PARKING SPACES REQUIRED: BUILDING 1 (OFFICE)9290 SF:9290 SF/300 SF=31 SPACES REQUIRED vJ
a PROVIDING ELECTRICAL SERVICE. PROVIDE TWO ELECTRIC O a o
9 VEHICLE CHARGING SPACES INCLUDING SIGNAGE. 40 SPACES PROPOSED. -
COORDINATE LOCATION WITH OWNERS ON SITE
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REPRESENTATIVE.
''^^ PROJ. MGR.: TCH
;` TOTAL REQUIRED PARKING: 31 SPACES V!
16. COORDINATE WITH SURF CITY FIRE MARSHALL TO TOTAL PROPOSED PARKING: 40 SPACES DESIGN BY: AAA
MANUFACTURE A KEY AND INSTALL A KNOX BOX MODEL 3261. z DRAWN BY: DJW
LOCATE THE KNOX BOX BASED ON THE GUIDANCE OF THE ADA SPACES REQUIRES: FROM TABLE 1106.1 OF THE NC BUILDING CODE-2 ACCESSIBLE AND PROJ. DATE: NOV 2022
1 VAN ACCESSIBLE SPACE REQUIRED FOR SITES WITH 25 TO 50
FIRE MARSHALL. Q DRAWING NUMBER:
PARKING SPACES M �1 /�
17. FIRE HYDRANT ON WILKES LANE IS 300 +/-TO THE FAR WALL PARKING SPACES PROVIDED: 40 SPACES INCLUDING 1 ACCESSIBLE SPACE l _4
OF THE BUILDING EXPANSION. t' 0 VTT
PARKING SPACES ARE 9'x18'UNLESS NOTED OTHERWISE.HANDICAPPED ACCESSIBLE SPACES SHALL CONFORM
: 18. PROVIDE A TRAFFIC RATED LID FOR PERMEABLE PAVEMENT % TO THE STATE OF NOR1H CAROLINA ADA REQUIREMENTS AND THE DETAILS PROVIDED ON THESE PLANS.ALL J WKD PROJ. NO.:
PVC OBSERVATION WELLS. PARKING SPACES ARE CONSTRUCTED OF PERMEABLE PAVEMENT MATERIALS. Q
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0 ASPHALT PAVEMENT �I/ // OF CONCRETE PROPOSED SITE Jan 27 2023 10:27 AM
SIDEWALK " DO BE PERMITTED N
® PERMEABLE PAVEMENT �`' L ' j'
PROFESSIONAL SEAL
PROPOSED ROW FUTURE
f
0 LANDSCAPED AREA / � / OF SRHURBS
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/ PAVEMENT MARKINGS, PROPOSED SITE
TYP. SEE DETAILS
,.� DEVELOPMENT AREA A'('y/
TO BE PERMITTED IN
/ FUTURE l WV
>✓' / / -``\�.\\ I °, 1 / it '�/�l! �4"�1'Jj j
' = CONNECT FLUSH TO 1 PROPOSED 350 SY
/ EXISTING PAVEMENT OF ASPHALT / �%� CURB TIE IN AND
PAVEMENT / i END OF CURB O o
CONNECT FLUSH TO / / °- , l p
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EXISTING PAVEMENT / PROPOSED 550 SYOF ASPHALT / N 60 LF OF 24"CURB Cr 0
/ PAVEMENT AND GUTTER Z Lu
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OBSERVATION WELL CONNECT FLUSH TO CD
PROPOSED SEE NOTE 18 N � EXISTING PAVEMENT it
v4i CONNECT FLUSH TO �=% /
PROPERTY EXISTING PAVEMENT
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LINE, TYP. / 24' STOP BAR AND — _ o
PROPOSED 22 SY
/ WHEEL STOP, TYP. �: �- OF CONCRETE y STOP TO MUTCD SIGN, REFER - -
— — — - --- - 735. ' �i_ SIDEWALK \
PERMEABLE ' �. GUIDANCE o
! PARKING TYP.
NOTES: �� PROPOSED 122 SY OF 7 �, / 110 LF OF 24"CURB
o
CONCRETE SIDEWALK a/' ,, , i AND GUTTER
1. THIS IS A PHASED PROJECT.THE 4,790 SF SURF CITY DENTAL
EXPANSION IS PLANNED FOR 2022. FUTURE DEVELOPMENT IS LANDSCAPED \ \ ��
PLANNED FOR BEYOND 2026. ISLAND a �� /
r f
-� y \. \`� •.ccctt� i I!l / CURB TIE IN AND �DRANTFIRE Lu
n Q
2. THE SITE DESIGN WILL ADHERE TO SURF CITY DESIGN EV PARKING - j;; / END OF CURB
STANDARDS. AND SIGNAGE �� ;j' "" o
3. SAWCUT EXISTING SURFACES TO REMAIN AT LOCATIONS 4"X 24" SCH 80 PVC s z
WHERE PAVEMENT AND SIDEWALK MEET EXISTING. OBSERVATION WELL
4. REFER TO ARCHITECTURAL PLANS FOR THE BUILDING DESIGN SEE NOTE 18
AND ELEVATIONS. o` DENTAL OFFICE
CONNECT FLUSH TO' � J /
5. ALL DRIVEWAY ENTRANCE RADII ARE 30' UNLESS NOTED EXISTING SIDEWALK O BUILDING
OTHERWISE. THE MINIMUM RADIUS IN THE PARKING AREA IS LANDSCAPED �� (9,290 SF) 3`
5. AREA,TYP. flj
6. PARKING LOT LIGHTING PLAN TO BE DESIGNED BY DUKE INSTALL KNOX \ \
ENERGY PROGRESS. \ �� �if
BOX AT BUILDING.
7. THERE IS NO EVIDENCE OF ENDANGERED SPECIES OR SEE NOTE 16
HABITAT ON THE PROPERTY. THERE ARE NO STATE \
CULTURAL RESOURCES FOUND ON THE PROPERTY.
V/
8. THERE ARE NO WETLANDS OR SURFACE WATERS IN THE
PROJECT AREA AND THE TRACT IS NOT LOCATED WITHIN A
SPECIAL FLOOD HAZARD AREA. SITE STATISTICS:
9. BUILT UPON AREA SHALL CONFORM TO THE NORTH
J NN4 PARCEL NUMBER: 4226-08-2988-0000(CURRENT) 0
CAROLINA STATE PERMITS FOR SW8 150903 AND OFFSITE � DEED REFERENCE: OB 4520,PG 238 Z
g PERMIT SW8 050502. _ - - PLATT REFERENCE: MB 39,PG 117
0- ,' , EXISTING USE: MIXED DEVELOPED AND UNDEVELOPED(2.65 ACRES) "� Z
10. SITE LANDSCAPING BUFFERS SHALL BE MAINTAINED. SHRUBS / O3 5 g
x WILL ONLY BE REMOVED AT THE NEW DRIVEWAY ENTRANCE. / PROPOSED USE: EXTENDED COMMERCIAL(C-3) Z m
- LU
11. PROVIDE SHRUBS AND MULTI STEM TREES TO PLANT AT THE �� z �;DEVELOPED(BUA)AREA ALLOWED Q H
LOCATIONS SHOWN ON THE PLANS, PLANTINGS SHALL MATCH \ PER NCDEQ PERMIT SW8150903: 38,724 SF=0.9t ACRES fA
THE SPECIES AND SIZE OF THE PLANTS EXISTING PLANTS TO = _ — _ DEVELOPED AREA PROPOSED: 29,640 SF=0.68 ACRES Z
j T� LOT COVERAGE PERCENTAGE: 25.7% W
BE REMOVED MAY BE REUSED UPON INSPECTION BY THE 0- LIMIT OF DISTURBANCE: 42,133 SF=0.97ACRES
r
OWNERS REPRESENTATIVE. �� �, -
PROPERTY DIMENSIONAL STANDARDS
�\SETBACKS
12. EXISTING TREES AND SHRUBS THAT HAVE DIED SHALL BE W j —� FRONT: 50-FEET U
REPLACED WITH NEW STOCK.
/ �� SIDE: 25-FEET LL
13. CONTRACTOR SHALL VACUUM CLEAN ALL EXISTING REAR: 25-FEET O D
/ CORNER: 25-FEET
PERMEABLE PARKING SPACES AND PERMEABLE PARKING U
'D�. MINIMUM LOT WIDTH REQ 150-FEET
SPACES THAT HAVE BEEN COVERED WITH DEBRIS AT THE � LOT WIDTH PROVIDED M
_ CONCLUSION OF CONSTRUCTION. i% j LL
#� BUILDING INFORMATION q q O
14. REFER TO THE ARCHITECTURAL PLANS FOR BUILDING TOTAL FLOOR AREA: 9,290 SQUARE FEET(ASSUMED PROPOSED BLDG SF)OCT 19 2023 LL 2 J
EXPANSION INFORMATION. Z
II-
15. INSTALL AN IDEAL SHIELD MODEL EVCS-CC-DUEL SURFACE PARKING CALCULATIONS LLI W Z
- -
MOUNTED ELECTRICAL VEHICLE CHARGING STATION, WITH 2 OFFICE SPACE: 1 PARKING SPACE PER 300 SF FLOOR AREA = 3
CONNECTIONS. REFER TO THE ELECTRICAL PLANS FOR O
PROVIDING ELECTRICAL SERVICE. PROVIDE TWO ELECTRIC PARKING SPACES REQUIRED: BUILDING 1 (OFFICE)9290 SF:9290 SF/300 SF=31 SPACES REQUIRED vJ d
a VEHICLE CHARGING SPACES INCLUDING SIGNAGE. Cn
€ COORDINATE LOCATION WITH OWNERS ON SITE 40 SPACES PROPOSED.
1
8 REPRESENTATIVE. ♦/1
PROJ. MGR.: TCH
;3 TOTAL REQUIRED PARKING: 31 SPACES �//
16. COORDINATE WITH SURF CITY FIRE MARSHALL TO TOTAL PROPOSED PARKING: 40 SPACES (D DESIGN BY: AAA
MANUFACTURE A KEY AND INSTALL A KNOX BOX MODEL 3261. 111Z DRAWN BY: DJW
LOCATE THE KNOX BOX BASED ON THE GUIDANCE OF THE ADA SPACES REQUIRED: FROM TABLE 1106.1 OF THE NC BUILDING CODE-2 ACCESSIBLE AND PROJ. DATE: NOV 2022
FIRE MARSHALL. 1 VAN ACCESSIBLE SPACE REQUIRED FOR SITES WITH 25 TO 50 DRAWING NUMBER:
PARKING SPACES MQ
17. FIRE HYDRANT ON WILKES LANE IS 300 +/-TO THE FAR WALL OF THE BUILDING EXPANSION. PARKING SPACES PROVIDED: 40 SPACES INCLUDING t ACCESSIBLE SPACE LL C4
/ PARKING SPACES ARE 9'z18'UNLESS NOTED OTHERWISE.HANDICAPPED ACCESSIBLE SPACES SHALL CONFORM 0 TT
18. PROVIDE A TRAFFIC RATED LID FOR PERMEABLE PAVEMENT , TO THE STATE OF NORTH CAROLINA ADA REQUIREMENTS AND THE DETAILS PROVIDED ON THESE PLANS.ALL J WKD PROJ. NO.:
PVC OBSERVATION WELLS. PARKING SPACES ARE CONSTRUCTED OF PERMEABLE PAVEMENT MATERIALS. Q
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SITE DATA ,
PIN NO: 4225-08-2988-0000 /
o SITE AREA 2.64 AC (114,998.4 SF) ,
ZONE' C-3 EXTENDED (ENTRANCEWAY) COMMERCIAL DISTRICT ,
SETBACKS:
�y FRONT: 25'
SIDE YARD: 10' 15046
N
SIDE YARD ABUTTING STREET: 20' '—
E HOLLY RIDGE REAR YARD: 10'
am TJC
SHALLLOT COVERAGE REQUIRED: iST
LOT COVERAGE PROPOSED: 365XNOT EXCEED 50% # \ CPN� o + NKS
3 `r BUILDING HEIGHT REQUIRED: 55' MAX.
J o BUILDING HEIGHT PROPOSED: 16'-2" \, \ oA� 9/16/15
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a BUILDING SQUARE FOOTAGE: `` -_ \� C •
Ol = 1ST FLOOR: 4,175 SF \ ••
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2ND FLOOR: 2,480 SF \\ • ECE��E� , �, REAL
V A� TOTAL 6.655 5F INFILTRATION
`\ '\, OCT 01 tors
o ��" * off` z� PARKING REQUIRED: MEDICAL/HEALTH FACILITY 1/200 MAX. bi /
v/ SITE NC Hwr 2�o s £, `\ `\\ , $�` G •
a s 1/400 MIN. 33 MAX./17 MIN. - BY; +g i �sn3 I ��'v Q,.•'�
PARKING PROPOSED: 31 TOTAL
4�N'o ACCESSIBLE PARKING PROPOSED: 2 y ;
\ \ x \\ / .�qy ON
a VICINITY MAP NTS NOT LOCATED WITHIN THE 100 YR. FLOOD ZONE ` \\1 f�
NO WETLANDS EXIST ON SITE
SYMBOL DATE DESCRIPTION BY SCALE: 1 ' = 30'ia
Co N REVISIONS :> 1 0 30 60 90
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ENTRANCE DRSP INLET i APPROXIMATE LOCATION ,' / 15"RCP . 15"RCP
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Ile ' re I IN=f� I og %�S z_ l 66 ? i JUNCTION BOX �; W
16e �� %g%go %o%g \j EXTEND IST. 15" RCP 23' I ' TOP_GRADE LA\ _M / � � W
�• r, � , I OU,4 62.7t I AND INSTALL DROP INLET +oP / ,INV. 61,00
n �; I; I ° ;o^ .ye•�� W TOP=6�5 `o / , ,� Z V
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�; T I LOT 2 SITE AREA 2.64 AC OFF SITE TO PERMIT SW8 050502 LOWES TO INFILTRATION MSIN #5 WLL
.LL_ „ 1• r+-_F_- �+ �'� l� / � DISTURBED AREA .or r ;rr ,��`t's, I.L.
SWALE #1 UMITSLx
S__1 ,,• I� Q , A , DRAINAGE AREA LOT 2 TOTAL 2.64 AC a O
FUTURE 4' �Q<�� ' FUTURE // �r� 3 / DRAINAGE AREA OF AREA AROUND INFILTRATION BASIN ,� W = Z
e`? T`° a�S` t-I / ri2�i z 4a y , /
;• , a ;' DEVELOPMENT tii ( DEVELOPMENT ;°P r�4 " ��o / TOTALBUILDINRGS U4,200 SF SF H O
? 7 SEE NOTE #t , SEE NOTE #1 , '�/ 4 ` / ASPHALT=11,733 SF Z N V
F
0 / / / 4 \ �! x W F
3 0 / , .., � �,41 PERVIOUS PAVEMENT 5,637 SF � _
y0`�_4 �, SIDEWALK=3,400 SF 0 (� U
;• _ „ y� DISTURBED AREA O �J�`y�' J/ x SWALE. #21 `6 ' / a, '3 CyY'' /y� ABC STONE (TEMP. TURN 'AROUND)=2.787 _Z ry+ LL
F If O i LIMITS. y y" ' Y 1 i / i n %�
„ ' �`}� �� 4� III, �� I � / r ,, v / INSTALL TEMP. � ^^j`L PERVIOUS PAVEMENT $-DESIGNED TO MEET 10 YEAR VOLUME a c' Z c'
j, 5 , , y/ ,
-�_; l; ' 10 f� ( ) I / ,-":�S / 'n SILT FENCE � (INFILTRATE ALL)=2 213 SF V W �
r-j r Uj J CLOSED TOP V/ , , r Lr Q
r' h 4'X4' PRECAST / `t'° 9
FOR FUTURE OUTFALL h/ ° / DI 4 (� EL Z �- (A
j f.Lj , , / j=62 4 PERVIOUS PAVEMENT $ (+) ADJACENT SIDEWALK-DESIGNED TO TREAT
' T-65.20 nrd% /i ' 10 YEAR VOLUME (INFILTRATE ALL)
allPERVIOUS PAVEMENT: 3 424 SF
,' 1=55.5Q.. � SWALE �4 , , , 1, .• ,
, �" bg / / /a , ' JB 4 X4CL TOP)PRECAST TOTAL'ADJACENT 35 SIDEWALK: 1,411 SF
cm
�� Je°� ' SF
l ,e° I F < DI #5 N � J r FOR FUTURE OUTFAU- W z
\; I INSTALL OBSERVATION WELLS T=64.0 0 '�� 18`RCp / , T=59.50 FUTURE BUA TO INFILTRATION BASIN #5=18 015 SF Q.
�� � PERVIOUS PAVEMENT 9 e`r� 1-60.25 1-54.50 O Q m V
0 / TOTAL EFFECTIVE BUA TO INFILTRATION BASIN #5=38,724 SF/0.89 AC J tr W w
T6 �� �G`' ;RAMP FROM NORTH EXIT MUST BE ADA = LJ 1 Q O m
A, • • • �'' IIE3 - , _ t�° ' I COMPLIANT AND INCLUDE ADA COMPLIANT X IMPERVIOUS 30.50X 9 d Z
TEMPORARY \ x« ss- `" ° ° / T RAIL DUE TO THE GRADE DROP BELOW W a a U o _
bib g4, e`a� / �' _vai qy I / �` �e�o RAMP. RASPIHALTRHWYS2 0 ROW: 620 SF a J Cc >
\Roy o•ABC STONE 1
/ O__ ♦ \ [f.211r r •{r rflt►/ `s`' No in, oo ^? o � °� /�� .1.�. :<
y[gt,O _66'' aF,'..'- N1[IF / '4>s'. <:-�` •�y i i _ •K84.G ° o o° °•} g �q, } " ,. �' o a> NSTALL GRAVEL __ ASPHALT/CURB WILKES ROW TO 1,162 SF W = m U O N
, i CONSTRUCTION - --
R _ l AROUND \ 65 __ �J EXIST. LOWES INFlL BASIN3: Z Z m c7
ti _ ' . F Y r ENTRANCE -' -- -- _ TOTAL: 1,782 SF Q 2a.
Q
DI #3
` ` `` o `� T= 8 APP(2pkrM ---- DISTURBED AREA: 3.30 AC
\� O � � � a3
w SHRUB ROW .` r > a�'i ��..-� �P 4 O -•:-a�. .,r r.. .y ✓ <•.' - / ,. . �. " 1=59.40 i, K'C EXISnNG f TE I.00A r0
�p - µ26gTER uIv
__ 1. ALL IMPERVIOUS IN EXCESS OF THE AMOUNT ABOVE MUST BE
�t JB (CLOSED TREATED ON SITE UP TO 10 YEAR STORM MIN. OR FIND AN
.0 (, �y 24CPP j ��`ro P���� VXV PRECAST ALTERNATIVE DESIGN. IMPERVIOUS IN EXCESS OF APPROVED
Q hy3y ���� FOR FUTURE OUTFALL AMOUNT IN SW8 050502 CANNOT ENTER INFILTRATION BASIN #5
�q T=59.50 OFF-SITE.
1 54.26
D 2. LANDSCAPED_ ISLANDS ADJACENT TO PERVIOUS PAVEMENT SHALL
PROPOSE p /M -, INSTALL INLET PROTECTION AT BE DEPRESSED SO THAT RUNOFF IN THE ISLANDS WILL NOT BE
:3 = �; ...L. X'_ - - - ��_ = BUILDING � . ��r
- ------ _ _ �FE-67.0' _ /o V ''/ ' // EXISTING DI AND CI'S. TYPICAL. DIRECTED TO THE PERVIOUS PAVEMENT. '
0 h o
PERVIOUS PAVEMENT $ ' " ' ter" p • / i o O. "+
R "�r/, ss . ro 3. LANDSCAPE PLAN TO BE PROVIDED BY OTHERS. o
�? p .. r , ,
SIDEWALK TREATED IN RV� -' e _ -62'' �° , F\�J. 8" C900 PVC ROOF J " rn 0)
�o DRAIN PIPE AT 1.OX
PERVIOUS PAVEMENT $ - 8 0 o ' 0,*
, MIN. 5 � r7 M �v
��
W - V,LEGEND INSTALL TEMP. a INSTALL TEMP.
SILT FENCE FENCE Z Z4
....
PROPERTY LINE LIMITS �'G� '' �`�hti 8" C900 PVC ROOF 'O 1 J / ��4,4` �`L y/ / = V = ci
DISTURBED AREA � I _
��.p DRAIN PIPE AT 1.0% ♦ �` z '' W � `1, j a t� o -
60 PROPOSED CONTOUR MIN. mac, , �° /' , i DI 61.20 `L i W
TEMPORARY SILT FENCE SWALE S % " mR�SS { ''' / �N 1=58.00 �
•o _ PROPOSED STORMDRAN PIPE _67-- --- ' `r Res 1 � �" ° ° " , // BOTTOM OF BOX-56.00 q� l y I /R W N
``� �� , 1
X 56.00 PROPOSED FINISH GRADE co, \ � OPEN CUT AND
SPOT ELEVATION DISTURBED AREA r P rep `�l J i RESURFACE LIMITS 5 � a Z 9 z
` ." �r
LIMITS. �"������ off•� . �0d , o I 1i Lge
FLARED END SECTION WITH 5°e $� ` ' f X 0
O RIP-RAP ENERGY OISSIPATOR OPEN CUT EXISTING ASPHALT TO �� q ��. ' ry � ' J
�yop FACILITATE INSTALLATION OF NEW 8'v , ``' •� p�� �o e ono" ys�� Jc� I O z
® a F UTILITIES. REPAIR AND RESURFACE 1 ¢/4 ss 1 /` �Q°�� �° yy- �0p`p /
DROP INLET WITH INLET PROTECTION (DI) Z (0
® AS REQUIRED. ``� � ��"�.� ti � J
CURB INLET WITH INLET PROTECTION (CI) �� N ss ��,�; e ' oo,3
® oe y t N 6`�al 18 RCP ABOVE
JUNCTION BOX WITH INLET PROTECTION (JB) o�a yy. �° s EXIST. SEWER ¢ Q
ss \rY,,6` of 5 PERVIOUS PAVEMENT NOTES: /
o / l \ e h0•-, .�' , 1. BOTH A AND B TYPE PERVIOUS PAVEMENT IS DESIGNED TO V
EXISTING CONTOUR �a,� h ��F JUNCTION BOX 1 J�1> P��P
e - - - - - - -64 - - - - - - p ♦ /
c o Q o I INFILTRATE THE 10 YEAR STORM. BOTH TYPES HOWEVER WILL
I¢/l '� 36'RCp 'D SOD �, \`` 5'X5' PRECAST F�o�p��et
'�': : " PERVIOUS PAVEMENT A y ' ..�' ms 'sos TOP=61.5 e� yh h SAFELY OVERFLOW TO SWALE 3 IN THE EVENT OF SYSTEM
<,,:-�: •,,,.a:;:.z::._ >:;,, /¢ "r!� `� 24" RCP INV. IN=57.65 5
6 RCP INV. IN=53.18
- � / "`sa----_ �• `'-__ / I 2. RUNOFF FROM ADJOINING PERVIOUS PAVEMENT AREAS
PERVIOUS PAVEMENT $ 6 I ,�. - /; ;, _ 36� RCP INV. OUT=53.00 �� S E PERVIOUS PAVEMENT TO
` HALL BE DIRECTED AWAY FROM THE
/ ''__24 RCP INV. OUT=57.65 / �` / THE HIGHEST EXTENT POSSIBLE.
(TO____ SIDEWALK TREATED IN / ' • • ` \WEI I ELEFIL BASIN)
____-- ----____-- /4 �0 �°jh� / '% /24" FES WITH CLASS B � '�',WEIR ELEV=59.90 ', ss I 3. EDGE RESTRAINTS SHALL BE PROVIDED TO SEPARATE
=-----=--= PERVIOUS PAVEMENT $ ¢/� � o; �� y / ,� �/ / �r RIP RAP ENERGY DISSIPATOR _56-__B_0_TTOM OF BOX=52.00 ss PERVIOUS PAVEMENT FROM ASPHALT PAVEMENT. 15046
-----------------------
¢ / �, , , / , 6 WX121x18b \; _ �` I 4. PERVIOUS PAVEMENT SIGNAGE SHALL BE CLEARLY POSTED JST
iO /�/ i ; f I ; INV. OU�=57.5 r / ��Sb P2\1b `� �� TO PREVENT USE BY INAPPROPRIATE VEHICLES AND THE aco. JPN
REMOVE EXIST. SO /
o ¢/¢ PIPE / i' r �i Ili /l i // ` \ \` s / SD �g� 5��?��L°J DEPOSITION AND STORAGE OF PARTICULATE MATTER. ORW NKS
-----`-
i EXISTING FENCE AT NEW INFILTRATION / ' I `, / i / / i / / `�\ �� \�a, I 5. PERVIOUS PAVEMENT SHALL BE PERVIOUS CONCRETE (PC). DALE 10/6/15
/ I 5g I; , , / ; x FOR PC THE MIX DESIGN SHALL BE IN ACCORDANCE WITH
¢ BASIN �5 SHALL BE REMOVED AND INSTALL TEMP. , o
HOLLY RIDGE Q� REPLACED. �� `SIQ FENCE. i / / / / \`�'b , +� THE LATEST VERSION OF ACI 522.1. INSTALLATION OF q IHrq
oe, X- �� h5�o` PERVIOUS PAVEMENT SHALL ONLY BE DONE BY CERTIFIED AND A/t
r��Pf°`0�1 INFILTRATION BASIN #5 ° / i4"RCP 5t- - ha h� / mac �� I ��o��.�° QUALIFIED CONTRACTORS. �t�•,'
(SW8 050502) I �!, �;= } -_ __ ___ --s �° 1 AL i
TOP=60_5 "� Y �;�:� // % / �!'- ---s EGEi/tsr % �, ZA
Jy BOTTOM-57.5 ' EMERGENCY SPILLWAY// � = 6--- / 4-- 0gp��p •
_; 8',,,5�;; T-oa°W �� _�, , /; 5 SCALE : 1 " = 30
ayaT so
= SHWT ® 55.50 I� / 56, ;;' 24" INV=55.5 � // ! - 3 a, 0� OCT Q 7 201�
x `� -'I = --- ``� / y�/_-52 n9' 0 30 60 BY.
/ 55- --- I `� ,',, LOWES
� SECONDARY DRYA-
''O Hw 2o DETENTION BASIN SYMBOL DATE DESCRIPTION BYITE, If
N \� o k / Y� �\ \\ a r �n REVISIONS
VICINITY MAP NTs �l /v o/ �` `` `\ s I A ®2015 NORRIS do TUNSTALL
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TOTAL AREA IMP, AREA DEL JST
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DA #1 0.46 AC 3,200 SF a% JPN
< \ / DA #2 0.20 AC 2,926 SF OR M+. NKS
\ # \\�D DA 13 1.10 AC 15,867 SF DA #4 2,330 SF 960 SF pAIE 10/6/15
L DA #5 3,985 SF 0 /qp
a � / .�\ DA 6 1.624 SF 1,022 SF E G E i V E , q
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REVISIONS
2015 NORRIS & TUNSTALL
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77
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N.C. HWY210 _ _ _ _ _ _ _
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INSTALL 24 THERMOPLASTIC
6 _ '. STOP BAR AND SIGN. X W
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NO LEFT TURN
SIGN. (R3-2)
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3 $/ (> ., �• \:s ' _ _-- - _-- --- -- _ -_- = ASPHALT PAVEMENT
_ 046.:..:.......:..
4/4/¢/¢ ,. '` , " •� I PERVIOUS PAVEMENT JST
am. JPN
' • • 1
/ • •� f CONCRETE SIDEWALK +• NKS
\` \ .� / i..^ _ . ' ••?., ..•.._ :. ; ••'•" DAZE 10/6/15
HOLLY RIDGE Qom¢ �` / �- i ABC STONE
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�',. xyi +. \ SYMBOL DATE DESCRIPTION BY
4
REVISIONS C3
VICINITY MAP NT5 t" 02015 NORRIS do TUNSTALL r}'
a`
-- - _ _ ,

EROSION CONTROL NOTES AND SITE WORK NOTES:
MAINTENANCE PLAN: 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH
FIELD CONSTRUCTION CONDITIONS,
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED 2 CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL
NCDOT EROSION FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF RIGHT OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
E
24 HOURS OF EVERY HALF-INCH RAINFALL
CONTROL STONE RAINFALL, BUT CASE, LESS THAN ONCE EVERY WEEKK PRODUCING AND WITHIN REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
STREETS.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
WILL BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2 INCHES OF
A A #4 STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
IL CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED WASHED OR LIMITS OF CONSTRUCTION.
J�J TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
Q 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
INLET PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK
S0. 'y�N, w DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION WHEN 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT ELEVATIONS WITH A CLEAN SELECT-FILL COMPACTED AS SPECIFIED.
POOL NO LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED
FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE. 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
!vim SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN BE REMOVEDLOCAL AND STATE AND
CODES.DISPOSED OF IN ACCORDANCE WITH ALL w
IC
Q- EVENT. SEDIMENT WILL BE REMOVED FROM AROUND WATTLES, BEAVER U) U
SEE SITE PLAN STONE SHALL NOT DAMS, DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN 7. BORROW MATERIAL THE CONTRACTOR SHALL FURNISH BORROW J
BLOCK OR IMPEDE EVENT. MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
PIPE FLOW 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE ASSOCIATED WITH BORROW OPERATIONS. Q LL
SEDIMENT OR
TIONS FROM THE FLOW AREA. THE
RIDGES WILL ALSOECREPAIRED. SWALES MUST BE TEMPORARILY 8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED W O Ll.l z
SEE SITE PLAN STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF
TO RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8" OF SUBGRADE Q
ACTIVITY ASSOCIATED WITH A SWALE. SHALL BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT Q O = z
2"-3" COARSE SECTION A-A MI 60OX FILTER FABRIC 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS Q P T O
AGGREGATE OR APPROVED EQUAL WHEN IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY }
OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM. OR Z z N U
RPAIRD AS NECESSARY WILL
MAINTAIN E BARRIER. STAKES MUST EX SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE
NOTE: FILTER FABRIC AND STONE SHALL STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA "
BE TOED UNDER FLARED END SECTION STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 PLACED IN LAYERS NOT TO EXCEED 8 AND COMPACTED 10 AT LEAST 0 W U
FEET MAX. WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) CD W
USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% W M o LL"
SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS NOT TO SCALE NOT TO SCALE BECOMES HALF-FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL O Q " z z =
cc
OR IS DAMAGED. BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST V
98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) z a z a- U)
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH
DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN
THE ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12
1 TEMPORARY GRAVELLED CONSTRUCTION ENTRANCE 2 ENERGY DISSIPATOR NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES WILL INCHES OF IN-PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 9
BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE OR 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE N
BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH U
WILL BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST LAYER SHALL BE WETTED IN ACCORDANCE WITH COMPACTION W Z
BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED AND KEPT CLEAN REQUIREMENTS. IF THE MATERIAL IS TOO WET TO SECURE PROPER d =
BEAVER DAM• WEEKLY. COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR OTHERWISE O Ir Q U
6' W E.S. FABRIC Installation and Maintenance Guidelines AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT J cc W
7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE IS OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE Ly Q m
DESIGN STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES > a. Q
InstaRatien: The asapty Beaver Dam* should be placed aver the Uj Z W
grate as the grate stands en and. N using optional all ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS. Q - U 04 J
STEEL POST absorbents•, place absorbent pillow an pouch, on the bottom LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED in 00
(below-imago aide) of the unit. Attach absorbent pillow to tether REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE OR TO CONSTRUCT HIS WORK. W ( '-i X 5;
WIRE MESH FOR STANDARD FABRIC loop. Took the enclosure flap inside to completely enclose the BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT L LI = W Cj L- p
• grate. Holding the lifting devices (do act rely on fitting devices WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF THE 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION Z to Z Co � �
• a STANDARD OR EXTRA STRENGTH to support the entire weight of the grate), place the grate into HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED OF EXISTING UTILITIES DURING CONSTRUCTION. 2 IL p
MIN. 14 GA 6x6 MESH o .-iR its frame (street side first). then lower back edge with dam into WEEKLY AND WILL BE KEPT CLEAN. r
FOR STANDARD FABRIC 1 i� FILTER FABRIC Q 2 Q O OC
pleas. The Beaver lam• should be parson, blanking the curb O Q. 3 rn
M � hood when fnsfalled properly. 8. LAND DUALITY REQUIRES: 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND B' JOHN L. PIERCE & ASSOC. P.A. AND PROVIDED BY OWNER,
J Maintenance: Remove all accumulated sediment and debris from MULCHED, ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO ADDITIONAL SURVEY INFORMATION BY MICHAEL UNDERWOOD AND
ro M DIRECTION OF WATER FLOW surface and vicinity of wait after each storm event. Remove ASSOCIATES, PA.
sediment that has accumulated within the containment area of MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE
the Beaver Dam• as needed. M using optional on absorbents; STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE
remove and replace absorbent pillow when near saturation. STABILIZED WITHIN 15 WORKING DAYS. 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
WATER QUALITY REQUIRES:
ANCHOR FABRIC SKIRT ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY AND 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
MIN. 8" DEEP dt 4" WIDE. • MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
Z
BEAVER DAM MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL PERIMETER DIKES,SWALES APPLICABLE AGENCIES AND AUTHORITIES.
HORIZONTAL
ARCHES, PERIMETER SLOPES, ALL SLOPES STEEPER THAN O 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
O STANDARD FABRIC IS AN OVERFLOW GAP HORIZONTAL TO 1' VERTICAL (3:1) AND ALL HIGH QUALITY WATER THAW) CONFORM TO NCDOT STANDARDS. •
ORANGE Wolrtlt ZONES SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION U
MONonLAMENT WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL _•
WITHIN SEVEN (7) CALENDAR DAYS FROM THE LAST LAND-DISTURBING AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY REQUIREMENTS. o
NOTES: OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS J ip m
PRACTICABLE BUT IN ANY EVENT WITHIN FOURTEEN (14) CALENDAR DAYS 16• ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. J •A M M
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH ;',� FROM THE LAST LAND-DISTURBING ACTIVITY. V� £�
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC 9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES, THE 17• SEE SOILS REPORT FOR ADDITIONAL REQUIREMENTS. Q M j �a
AND 50 LB/IN FOR EXTRA STRENGTH. "•. co
PUMPS, TANKS, HOSES AND INJECT SYSTEMS WILL BE CHECKED FOR
> PROBLEMS OR TURBID DISCHARGES DAILY. RE CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS W
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS >. RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK20
ARE NECESSARY. LAP FABRIC POST TO POST. GUTTER�SA Y ' ' CONDITION. �J -J �%-'
AND CURB APPEAL �' CURB AND 10. BASIN OUTLET STRUCTURES AND SKIMMERS SHALL WITHDRAW WATER ` ` w 0 w
3. STEEL POST SWILL BE MIN 4 IN HEIGHT AND BE OF THE GUTTER INLET FROM THE SURFACE. 19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT Z 4)0
SELF-FASTENER STEEL ANGLE TYPE
DESIGN CONFORMS OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS. L = w
T OF 1""" Z a t.. 0_
NOT TO SCALE
(V o
USE AT EXISTING CURB INLETS IN PAVED AREAS. OD
Li N
TEMPORARY/PERMANENT GRASS Z Wz
3 TEMPORARY SILT FENCE 4 EROSION CONTROL INLET PROTECTION SPECIFICATION: -
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER fr, J
CONSTRUCTION SEQUENCE ADVERSE SOIL CONDITIONS.
NCDOT #5 OR #57 1, UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. O C4
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. CV�
WASHED STONE 2. DRIVE 5' STEEL POST 2' INTO THE GROUND SURROUNDING THE INLET. Z 0 3
SPACE POST EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING Z
OF 4' APART. SURFACES SMOOTH AND UNIFORM. O
3. SURROUND THE POST WITH WIRE MESH HARDWARE CLOTH. SECURE THE 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH
a WIRE MESH TO THE STEEL POST AT THE TOP, MIDDLE AND BOTTOM. PLACING SOIL
A A 2' FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS LIME: 45 TES. PER 1000 S.F. V
/� PHOSPHOROUS: 20 LEIS PER 1000 S.F.
d RECOMMENDED. FERTILIZER: 17 LBS. PER 1000 S.F.
m 4. PLACE CLEAN GRAVEL (NCDOT 15 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16" AROUND THE WIPE, AND SMOOTH TO AN EVEN GRADE 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
0 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE IS PREPARED 4-6 INCHES DEEP.
ACCUMULATED SEDIMENT, AND ESTAINLISH FINAL GRADING ELEVATIONS. 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
6. COMPACT THE AREA PROPERLY AND STABIUZE IT WITH GROUNDCOVER. 2 - 3 LEIS PER 1000 S.F. (SEE MIXTURE BELOW)
c 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
MAINTENANCE- GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F. A INSPECT INLETS AT LEAST WEEKLY TWO AFTER EACH SIGNIFICANT - - JUTE &WOOD HMESH ASIPS AT 500
ER MANUFACTURER LBS. PER 1000 S.F.
15O'�t6
(1/2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE ,--,,-I _ I I _,;,_
OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW -_ g�.0�- (�; J B. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
a FOR SUBSEQUENT RAINS.TAKE CARE NOT TO DAMAGE OR - _ `s 7 g:� -11 F APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION, TJC
UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REMOVE I i�- S�OpF _-�(I=I - AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW. aro. JST
a SEDIMENT WHEN ACCUMULATION REACHES HALF THE DEPTH OF
LO 19- HARDWARE RDWARE ROCK. REPLACE STONE WIEN IT NO IANGER DESIGNED.AS DESIGN . 1 1 - - I�, (I I 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED DROL NKS
i WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
CLOTH (1/4 MESH "- (-� '' OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER DAIE 9/16/15
a STANDARD METAL OPENINGS) AND SEEDING RATES. , E
POSTS 2.0' IN 4' MAX. . E G E I V E
e GROUND. TYP. NCDOT #5 OR #57 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND "$so"#
a WASHED STONE
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. OCT O 7 201� C y"p
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: ,
20% CARPET GRASS
BY.
28% BERMUDA GRASS SEAL =
tV y 20% TURF FESCUE
0 10% CREEPING RED FESCUE A G Hwy:
c .I14 20%18' TO law "BERM DA SEED SHHALL BE HULLED FOR WARM WEATHER NUAL RYE GRAIN CALL 811 (3) WORKING '.'9SONC�
0
AND GERMINA770N SHALL BE ANG. PURITY OF SEED H NB OF 65' OF 96% DAYS BEFORE YOU DIG.
NOT TO SCALE ALL DISTURBED AREA SHALL BE SEEDED WITHIN 7-14 DAYS OF THE
COMPLETION OF GRADING. SEE EROSION CONTROL AND MAINTENANCE
10 10 NOTES. CONSULT CONSERVATION ENGINEER OR SOIL OTHER CONSERVATION /\
SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER SYMBOL PATE DESCRIPTION BY
ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE
5 HARDWARE CLOTH AND GRAVEL INLET PROTECTION
6 TYPICAL VEGETATED SALE VEGETATION RATES ASEDING WHICH U Do WELL UNDER LOCAL REVISIONS
4
CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE u ®2015 NORRIS & TUNSTALL �•'
o y:
• t ', - 1 i

SAWCUT SAWCUT
1' SAWCUT EXISTING 1'
IN. ASPHALT PAVEMENT MIN.
BEYOND ENCH WIDTH AS BEYOND
TRENCH REQUIRED. SEE TRENCH NEW ASPHALT PAVEMENT
NOTES BELOW. SURFACE COURSE. SEE
24- 24' NOTES BELOW FOR THE
SPECIFIC REPAIR REQUIREMENTS.
18' 1 6' 18r 6' 1 1/2'R EXISTING ASPHALT PAVEMENT
1 1/2-R SURFACE COURSE
CLASS A CONIC. CLASS A CONC. 2- SF 9 5 B SURFACE COURSE (NCDOT)
ASPHALT 4 3 ASPHALT E Q .3'R 8' TYPE ABC STONE (NCDOT)
3'R
• C
a o e s o e e e e • e e e e e o e e e o o e e e e a e o o e o 0
I '. .. o aeeeeeea eooeee eeeeeeeeee oeeee oa ABC STONE OR ASPHALT BASE. SEE
�. ( 000°o°000eo°o°o° °°oo°o°o°o°o°e°a°000°eosoe°eoe000eoe°ooe°ee°eoe
' a . .. a°eoe°e°e°e°a°e eeeeoeoeeeeeDe 000eo e e oee000eooeseoe000e000e NOTES BELOW FOR SPECIFIC REPAIR
- • � ooe seen oe 0000so • o a°e°o°oeeoseeoses
o d - � •' • d, o 0 o e e o 0 0 0 0 0 0 0 0 o e o 0 o e o e o e e s e e e e e r r
-/' • a°e°o°eoe°e°D°e a°e°e°see°a°s°0000e°000°ooa°e°e°e°e°o°o°000°o°o REQUIREMENTS.
' .• _ - .. . a � eeo eeeeeee oeeee eeeeeee eeeeeeeee
° -; / •' e o 0 0 0 0 o e e o o e o o s o e o e o e e a e o e o s o 0 o e e
• � _ oso epee soo eeeoo 0000e oo eeeoo 000eo �P VATTED
� /� � a =:' e o e e o 0 o e o e D D o s e o 0 0 0 0 0 0 0 0 o e e s e o e a
y. °(p `o' seee000eoo°°eooeeoeoeoee°eeeeeee°eoeeeeeeoeeooe °eoe°ooe000eoeeeo 1911gC ENT.
TYPE ABC STONE :1/�;R � _ - � .•- TYPE A STONE � � m < a000e00000000aooeeeoeoeeeoeeeoeeee UTILITY TRENCH W
1 *4
—� —� �- COMPACTE4 SUBGRADE NOS; V
4- TYPE ABC STONE a TYPE ABC STONE -I I I—I I I—I 1. ASPHALT PAVEMENT REPAIR ON NCDOT ROADS SHALL COMPLY WITH THE
COCOMPACTED SUBGRADE APPLICABLE NCDOT DRIVEWAY PERMIT AND ENCROACHMENT APPROVALS. LL
ODMPACTED SUBGRADE NOTE: PAVEMENT SECTION MAY VARY 2. THE ASPHALT PAVEMENT REPAIR REQUIREMENTS ON NCDOr PRIMARY ROADS
DEPENDING UPON FIELD CONDITIONS. SHALL BE A MINIMUM OF 2'-59.58 PLACED IN TWO (2) COMPACTED LIFTS
TYPE ABC STONE SHALL TYPE ABC STONE SHALL O ~ V
CONTRACTOR SHALL COORDINATE ON 8--825.08 BASE PLACED IN 1W0 (2) COMPACTED LIFTS OR 18` ABC LLB Z
CURB & GUTTER ND CURB & GUTTERND li TO
+ 0 J (jJ e
w/OWNER & GEOTECHNICAL ENGINEER STONE PLACED IN TWO (2) COMPACTED LIFTS IN LIEU OF 8 -825.06.
TO DETERMINE ACTUAL PAVEMENT 3. THE ASPHHLT PAVEMENT REPAIR REQUIREMENTS ON NCDDT SECONDARY ROADS Q � � O Z
SECTION, SHALL BE A MINIMUM OF 2'-SF9.5A SURFACE COURSE PLACED IN TWO (2)
5COMMPPAC E LIFTS ON S'-825.08 BASE OR 10•-ABC STONE IN LIEU OF Z Z N U
NOTE: Ill—
CURB TYPE DEPENDS ON GRADES SHOWN ON NOTE: CURB TYPE DEPENDS ON GRADES SHOWN ON 4. ASPHALT PAVEMENT REPAIR IN OTHER AREAS SHALL BE 2` MINIMUM OF 1-2/1-1 Lu .
GRADING PLAN. GRADES INDICATING FALL AWAY FROM GRADING PLAN. GRADES INDICATING FALL AWAY FROM SURFACE COURSE ON 10- MINIMUM OF ABC STONE IN ACCORDANCE WITH THE Q W V
CURB SHALL BE SPILL OFF TYPE CURB. GRADES CURB SWILL BE SPILL OFF TYPE CURB. GRADES LATEST NCOOT STANDARD SPECIFICATIONS.
INDICATING CURB ACCEPTING FLOW SHALL BE FLOW INDICATING CURB ACCEPTING FLOW SHALL BE FLOW 5. ALL SAWCUT ASPHALT PAVEMENT REPAIRS SHALL BE COMPLETED THE SAME DAY w L_
LINE TYPE LINE TYPE IN WHICH THE SAWCUT IS ORIGINALLY MADE
I" Z CE:
O Q
NOT TO SCALE NOT TO SCALE NOT TO SCALE Z � Z Z)a CL. U3
0
1 24" CURB AND GUTTER SECTION (SPILL-OFF) 2 24" CURB AND GUTTER SECTION (FLOW-LINE) 3 ASPHALT PAVEMENT SECTION 4 FASPHALT PAVEMENT REPAIR DETAIL FOR 'UTILITY INSTALLATIONS
Cm
Q U
W Z
a =
EXPANSION JOINT 7 ¢ Q m
UU
1. SIDEWAU( THE SHALL BE C UNLESS NOTED OTHERWISE AT 30NOTES: ' INTERVALS(TYP) SUB BASE DEPTH: W Q ZQ U o J n
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEW09X WIDTH.
3 THICKEN SIDEWALK TO 6' AT ORNEWAYS ��� PERVIOUS PAVEMENT 9.2- -"S J °D
r . + TRAFFIC RATED PERVIOUS W X H p
4. THICKEN SIDEWALK TO 8 IN LAST 3 WHERE IT ABATIS PERVIOUS PAVEMENT �: 13.0 W = W U O
PAVEMENT WITH NO CURB. L� !, MATERIAL Z M Z m :
5 1/2- EXPANSION JQINr (EA) AND SNAP CAP ExPANISION JOINT RESERVED M ADOESIBIE SWN - ?; Q W Q O CC O
�� PTYIAIIIV ADJAM TO W AISLES ONLY PERMEABLE
DEPTH S FOR PERVIOUS SHEDPAVEM STONE.T A 0 '� a
OOVERS ARE REQUI2ED AT 50' MAX. AT SIDEWALK JUNCTIONS. AT PLAZA AR IV
QVOE
STRUCTURES, AND AS NOTED ON SITE PLAN. & PROVIDE A o �P
LAYER OF 15/ BI DG. FELT BETWEEN WALK AND ADJACENT 1= AND jj. REFER TO CHART.
PARALLELING MNG CURB OR STRUCTURE. 1 8'R TOOLED "� AL ® SWNS 10 BE 0.0110 STANUWiD_ R7-8
f ; ." Et 3
- �) _k �IcA- OR
��� PImNLIS. wn W =aoa o'oeoaD .ee:'
Y•' :. r••. ..
A1LMIN P�� WITH 3/8' C' � o e e e e o o e e o o°o 0 0 o°e°s°o°000°o°o°
1 SCORE " ' ° e "" " ' ^ "e "" " GEOTEXTILE NON-WOVEN
•oeoeoeoe0000e0000ve° oeeo 0 oeeee°a°aoeoaoaoao
o°ooee°eeeeeee°o
Jc 1 I IY I ^"^:°"i;e81'o'e"1"o"a'LeleleTe°'1"1'L°T"T"T"e FILTER FABRIC
!'"'-' a°a ep. eoe°e°D°e°e°.pD°D D D D D°D°.°e°e°e°.°Y
�� r N _ °� °°o°a°o°e°o°c°a°a°u°°e°e°:ooeooee000eoeooseeOvopo
1//2' EXPANSION
CURB 30' MAX. SPACING JDINT MATERIAL 1Bn NO BON"-°�
wxc mm�a ewE eeaaoia�o SOIL SUBGRADE
EXPANSION JOINT (E.JJ .L "D-'""E
1/ll DEEP w/AN kt A.
ALUMINUM OR 111FA1ED 4'x4e WOOD P06T —
1/8'R TOOLED JOINTAL AL
NOTES: U
1. TRAFFIC RATED PERVIOUS MATERIALS SHALL BE INSTALLED r
} PER MANUFACTURERS RECOMMENDATIONS. IL M
`; -_• !..':. : MAXIMUM VAN
A. 2. SUBGRADE TO BE SCARIFIED IN AREA OF PERVIOUS J y O1 �'
PAVEMENT PRIOR TO CONSTRUCTION OF PERVIOUS PAVEMENT M M E�
SECTION. SUBGRADE SHALL BE INSTALLED IN ACCORDANCE WITH M M 0
�D"1D B0A0°'-°®' '�O 1°D eoe-°N®' MANUFACTURERS REQUIREMENTS AND INDUSTRY STANDARDS. W o oto
aK+am�o- avxaouo-wue
SIRUCRIRE BZ-ID Y8.2�B,E I 'A W I
V♦ „U
v v Cqk
z
Z O oc
X ;=w
Z0- N_ o`-'
W s^
NOT TO SCALE NOT TO SCALE
NOT TO SCALE NOT TO SCALE
DETAIL ACCESSIBLE Z Z
5 SIDEWALK JOINT DETAIL 6 STANDARD SIDEWALK D L 7 A CC SS BLE PARKING SIGNAGE DETAIL 8 PERVIOUS CONCRETE PAVEMENT SECTION �
CC I• Y p
'�A z
V,CAP FLUSH WITH Z Co 3
SEE PLAN FOR PIPE PAVEMENT Z
ORIENTA71O N
a e o. . . . . . .
e DOD D D D e OO D D D D D D
SEE PLAN FOR PIPE ', : - •`'t`'
ORIENTATION 4 TO 6 IN. DIA. D o 0 0 0 0 0 0°0°0 D o D
o°o° °o °o°o°o°o°o°Oo°o°o°Oo°Oo°Oo°Oo°Oo°o°o°o°Oo
n °o 0 o°oD DooeD°oeDeoeDDODODeD0000eDeDooDeDo
a EDGE OF PAVEMENT PERFORATED PIPE eog000gD gDOD°e°D°D°D°e°D D e°e°e D e°DgDgD
N o°D°o°o°°°o°D D°D o°o D e D D o 0
m O o 0 0 o O OOoe00o 0 o O o 0 0 0 0 ° ° D
O O O O O e O O O O O O O O O O O
0�0�000° OOOOOOOOOOOOOOOOOOOOOeOD00000000 O
O O 0000 O O O O O O O O°O
CASTING NOTE: 2'X 2' (MIN) I TORSOIL SUBGRADE
N DROP INLET FRAME $
GRATE SHALL BE HEAVY CASTING NOTE: USE
DUTY H-20 LOAD RATED. PERVIOUS PAVEMENT OBSERVATION WELL NOTES:
TOP OF REIO'ORCING BAR CONC, STANDARD 2 DIA.
FLASH WITH TOP OF CONCRETE. COORDINATE TOP WITH
BOX SIZE A: GRADES.
COVER. H-20 LOAD MANHOLE FRAME AND 1. IF THE SUBGRADE IS NOT TERRACED, THEN THE
a
a PLAN I I RATED OBSERVATION WELL SHALL BE PLACED AT THE LOW END OF THE SUBGRADE SLOPE. IF THE SUBGRADE IS 15046
g 7/8" DIA. ROTES CONCRETE DOLLAR 2. TERRACED, THEN ONE OBSERVATION WELL SHALL BE ,r �i��,
PLAN BUILT INTO THE LOW END OF EACH TERRACE. oEs TJC
NON �� AREA ASPHALT PAVEMENT ELEV VARIES 2. OBSERVATION WELLS SHALL BE FITTED WITH A c; Q 7 2�15 pip, JST
0 3�• 1e ELEV. VARIES LOCKABLE CAP INSTALLED PLACED EVEN WITH THE NKS
t •., �.. PAVEMENT SURFACE TO FACILITATE QUARTERLY
INSPECTION AND MAINTENANCE.
• PRECAST NCDOT (:ONCRETE STEPS 12" O.C. 3. THE OBSERVATION WELL SHALL CONSIST OF A RIGID BV: DATE 9/16/15
3/4'`RFIIFORgNG BAR OR MASONRY H-20 LOAD 4 TO 6 IN. DIAMETER PERFORATED PVC PIPE.
o 18' PRECAST MCDOT uN1y�i
INTO SUBWADE. 2 BARS RSA MASONRY H— LOAD RATED + '
6 ' 6 + + 12 PERVIOUS PAVEMENT OBSERVATION WELL DETAIL
< FLOW B > 6
r ° �y
ry REAL
ems- y: 3000 PSI W
w '.4.i. .
r ##s ::. •_ 8- 57 STONE— SEDIMENIr TRAP CALL 811 (3) WORKING ''•-� SONC�'��►►;�•�'•
SEDNAENT TRAPDAYS BEFORE YOU DIG.
a
SECTION
v
NOT TO SCALE NOT TO SCALE ', NOT TO SCALE SYMBOL DATE DESCRIPTION BY
REVISIONS 05
9 CONCRETE WHEEL STOP DETAIL ; 1 DROP INLET DETAIL 11 JUNCTION BOX DETA( _ ®20,5 NORRIS & TUNSTAL.L
a
J

-I- __[a .. -�. a_�•i �.i-s_1 . .-.il.� .`.�_-i - ._--.. a �u1=. :L.:-.� • •.....a _ _
- "_19•'RCP
---------- \�
_ 165_
SRCP
-_
__
__
�cF ��
-
-- ---------------- - ----- --_---------------68_ - - ___ _ _ H_WY` 10 �
-----== ---- --- -- - - - =s - - - ---- - - - -- ------ V
�� SIDEWALK SHALL BE 2'� -_ - � INSTALL GRAVEL ' ` -=�' ..�_,_ = -
- - - R - MIN OFF EXIST. FH. - ; "CONSTRUCTION a - - '
ENTRANCE DROP INLET i APPROXIMATE IOCAT10N ,�'' /� 75"RCP /'' .''15"RCP (�
-__ , ---y- = ,' EXISTING 16' ,{HATER LIN ' _ -- _ I -
- - - - ...- - - - - - -TOP 63.8
-WIL -w� _ �- - ' ---}pp-__ WL --wL wlta wLr wL-fwL wL WL IN .=61.20 ,>' vL _ - �w'-g -- 'P - wL
-89-- �� ^ ^ ^ _
70
-���--,r"�t "!� k '• , -7!f �___ __67' f o.noY ° +- 15"RCP a --. ❑ ,
`I\ i$ \\ • a ^QI \ _•__--•___� - ---- ��-- A._ ° _� �� ,�,���^ `�'
4 % / J�3* ',� Dy i'/ '' �i''
{ r % i �}.,�_ 'A ' _' `' •� '/°�r�oo '. `" � -- ------ �`�` _. G �hK °`� �--$"CS'_��i
# 6�----��/ 'ibj �A•' �I M' \"-' �A dly9 �F,�y y,6o °o o� i ` - _ �• --. >% I . 'C� { `.
'G INSTALL TEMP. F yo o.° MAX. SIDEWALK RAMP SLOPE IS 4P x r o0 0�` ya�66 s F\�, (n
�� �1 °°°�'o o,00 �}� `� I� , Oo } �'� cn x �' y r \�, h a� 0
/ 1:12. MAX. RUNNING SIDEWALK ' s
r SILT FENCE " s a° °°° W �, . .• J
� 41 LF EXIST. 15 RCP - ° °°; ° � � ro , r SLOPE IS 1:20. REFER TO DETAIL
8 ' W
'�` 0 0.90% i 80 0° ,Sg� `<� ss > ON SH C . s
y + + i IN=63.08 q o°o°° 8°°0° " ! i x
° ° ° ° �� { EXTEND F�(tST. 15 RCP 23 / rn ,
1 OUT=62.71 °°° °°° w ' 0 L1.1
. , MIN. AND INSTALL DROP INLEt', + , JUNCTION BOX
MAX. SIDEWALK RAMP SLOPE IS ; + Z (�
1:12. MAX. RUNNING SIDEWALK I RAISE c�OP TO=65.0 �� / TOP=GRADE fj LOT 2 SITE AREA: 2.64 AC
o INV.=6�2.50 ! /J INV.=61.00 LL
,h ON S IS i:20. REFER TO DETAIL 1 , , OFF SITE TO PERMIT SW8 050502 LOWES TO INFILTRATION BASIN #5 LLJ LL.
'1 ` i° ! ON SHEET C7. SWALE #1 ' + �- 5D- DISTURBED AREA ! ` % of\ '
J�' �`� �/ { / h LIMITS! , o d' �Q°~ DRAINAGE AREA LOT 2 TOTAL=2.64 AC ¢ z V
h 1 r / Z 'J L(I
G r� FUTURE i • ' FUTURE /i '2 // DOTAL (IMPERVIOUS=2RAINAGE AREA OF AREA A7R05 N S�NFILTRATION BASIN #5: Q O O z
;_�� ,! ;' ( J/ DEVELOPMENT !;' ; o BUILDINGS=4 200� SF �--
rti DEVELOPMENT ,� s >-
SEE NOTE #1 JB (CLOSFA TOP} I , , � /
6 ° ' SEE N TE 1 ; , �,/' o� / ASPHALT=11 733 SF 0 z cm V
O 4'X4' P E`CAST o / i i��/ 1 `h , ��' PERVIOUS PAVEMENT�5.637 SF W > LL
' �' FOR F IRE OUTFALL �`oO / , / pt ti SIDEWALK=3,400 SF C� Q W V
'IT` 11 '' i DISTURBED AREA O�A T=65y20 ; SWALE #2/ %r; `1•�` ABC STONE (TEMP. TURN AROUND)=2,787 Z_• 'j
LIMITS. y L' + r1� 1=55�60 '�' / i r l Qp Q _ LL`
^ �Q, PERVIOUS PAVEMENT A-DESIGNED TO MEET 10 YEAR VOLUME ( c z cr
.-I 1 ( , + + INSTALL TEMP. 9 ^^� z a �
�fi �'4.' '\• , j V/ / �r , + / K,i, / - (INFILTRATE ALL)=2,213 SF a" V (j,l
•��� 4(� `WI' , SILT FENCE
•�
�! �� / +
' / wA DI #4 PERVIOUS PAVEMENT $ (+) ADJACENT SIDEWALK-DESIGNED TO TREAT n'
II / 491 nj DI 6 8 I ya % ' '. n , T=62.4 10 YEAR VOLUME (INFILTRATE ALL)
�� i V i! o / 1=60.25 ' / SWALE # v i / i , �� =59f 60 - PERVIOUS PAVEMENT. 3,424 SF �
r i % q I / I AREA MUST BE IMMEDIATELY g5'r k? / l i J t JB (CLOSED TOP) a
� 1 � STABILIZED WITH SOD. r , ADJACENT SIDEWALK: 1,411 SF o0
I, \Q o' \\ e i/ 1 1� o / , / °' ,' FOR FUTURRE OUTFALL TOTAL 4.835 SF W z
\ INSTALL OBSERVATION WELLS. `� r.� '"••.� 18"RC + FUTURE BUA TO INFILTRATION BASIN 5=18 015 SF 0:
1 , , i , / T=59.50 # _
5.0 18'�g`P �� i (=54.50 O -cc U
+ , PERVIOUS PAVEMENT 8 @ / (SDS r , 2 / TOTAL EFFECTIVE BUA TO INFILTRATION BASIN #5=38,724 SF/0.89 AC L! OC
, RELOCATE EXIST. *RAMP FROM NORTH EXIT MUST BE ADA X IMPERVIOUS=30.50% nQ. <[ m
SWALE 3 e °* a °' ° / '\ E. COMPLIANT AND INCLUDE ADA COMPLIANT ROW IMPERVIOUS AREA Z w
TEMP QRARY " # s- oro o ° / �/ LIGHT POLE �L DUE TO THE GRADE DROP BELOW p 'Q V a cno
.ABC� STONE I �y0�'65 `" / <��e� RAMP. DROP FOUNDATION OR RETAINING ASPHALT HWY. 210 ROW. 620 SF D - X aj
,• `\� \ °° U'° STALL GRAVEL WALL DESIGN BY OTHERS. ASPHALT/CURB WILKES ROW TO 1,162 SF LU = m V
AROUND/\ 65I �J� 6y 0� tt6• - oo° - Z z
•s �1 , I/ tr
CONSTRUCTION _�_ EXIST. LOWES INFlL. BASIN #3: � g n,
A !� i ,..� o, ro eg , /t f 1,782 SFawaQ � �
-----Jr '` := ENTRANCE - _ TOTAL: O 2 2 a S at
4:Q ' 6` \. / / =6.0 ' APPROk! ` _ - DISTURBED AREA* 3.30 AC
�_=
_ 9� - �� �1\ Q ro 6 w �/ u :: I=59.40 t Wl Ek!$7rlyG BATE LOcAnON
`` "6 -------- \ x F �P`� i - K1 ATER lIN NOTES:
9 y� y O �?yh : :;¢t'_ rya ' / r' ' ! � ' 1. ALL IMPERVIOUS IN EXCESS OF THE AMOUNT ABOVE MUST BE
R JB (CLOSED TREATED ON SITE UP TO 10 YEAR STORM MIN. OR FIND AN
cP �6 4 X4 PRECAST ALTERNATIVE DESIGN. IMPERVIOUS IN EXCESS OF APPROVED
65,g @ h�i�„9 �D p 'JRO yA. 4��c7 FOR FUTURE OUTFALL AMOUNT IN SW8 050502 CANNOT ENTER INFILTRATION BASIN #5
oA. T=59.50 OFF-SITE.
-__ ''� n:•,� __ '9 " PROPOSED ; 2. LANDSCAPED ISLANDS ADJACENT TO PERVIOUS PAVEMENT SHALL
-__ BUILDING r INSTALL PROT TION AT IS OS WILL NOT BE U
INLET EC BE DEPRESSED SO THAT RUNOFF IN THE LAN
--------__-' 6 - -- -_ __-- ___ oFFE=67.0' �: V // �'�'' // i a ;o EXISTING DI AND CI'S. TYPICAL. DIRECTED TO THE PERVIOUS PAVEMENT. a M
- 8 65. - 4 , O h o
PERVIOUS PAVEMENT $ i , ' - @ + r/ / G ya. 3. LANDSCAPE PLAN TO BE PROVIDED BY OTHERS. J to 0
F` y " ., 0 rn
` ♦ Z9'" / ! \�' 8 C900 PVC ROOF
SIDEWALK TREATED iN y' -'3 JG�� DRAIN PIPE AT 1.0% Q My a�
PERVIO S PAVEMENT g s @ , ' e° MIN. i�i� " M ��
•'S• O G j
LEGEND �. OIO INSTALL TEMP. ` ` a @� INSTALL TEMP a:
�S ti SILT FENCE - _- / 1 ILT FENCE D� G ! z Z z
PROPERTY LINE yp ��4p� - �S �c�+��' J , = x o
.. DISTURBED AREA UMffS � 0 8" C900 PVC ROOF 61 Sg � DI #2 � � Dc`1' O �
• 9 DRAIN PIPE AT 1.0% `�� , a T=60.8 - CS C<� / ~ Z o �` o_
60 PROPOSED CONTOUR MIN. /zo 18" INV. IN=58.00 , W
' t r O d 19 X30 INV. OUT=57.00
-k--x-t,r-- TEMPORARY SILT FENCE SWALE #K 8 ,;' ; , ^ BOTTOM OF BOX=56.00 9 / "
so PROPOSED STORMDRAIN PIPE t9 " -- S w N
wF 1� o OPEN CUT AND y ffi .' U� Z Z
X 56.00 PROPOSED FINISH GRADE DISTURBED AAEA �� °0 `O MITS. ,' RESURFACE LIMITS , ,
r SPOT ELEVATISECTION WITH ON LI OPEN CUT EXISTING ASPHALT TOp ���. t ; ��yti a1 / 'I _,k �022 M I� YZp
�3
N yoeh �9 0 r ey Y. J z
FLARED END \1` �' \��• �Pe• a� a z
RIP-RAP ENERGY DISSIPATOR so, FACILITATE INSTALLATION OF NEW ,; I t 4 o ti
��o°F UTILITIES: REPAIR AND RESURFACE oca�� !ss i <` , o� y°oe�.y����e �oJ�, F{1 / / Z co o�
® DROP INLET WITH INLET PROTECTION (DI) AS REQUIRE ss / e \� �. yti �o
rn3
® CURB INLET WITH INLET PROTECTION (CI) \���,� , � " " �• � \ \\,
ek ry`y A VE RCP s ,s �� 1 / PERVIOUS PAVEMENT NOTES:
a ® JUNCTION BOX WITH INLET PROTECTION (JB) o��yyy?-zp °s sO, ABOVE EXIST. , \�? o o y + V
�.y. �Q do SEWER � �/ , �' ___, , �__,•, 0 ym•� \� � , 1. BOTH A AND B TYPE PERVIOUS PAVEMENT IS DESIGNED TO
M _ - - - - -64 - - - - - - IXISTING CONTOUR aa�• �F , _ JUNCTION BOX #1 cJ o4 QP��w INFILTRATE THE 10 YEAR STORM. BOTH TYPES HOWEVER WILL
¢ v x 36"R P�'•�•••SD \\ 5X5 PRECAST F` �� RFLOW TO SW # IN THE EVENT OF SYSTEM
¢ TOR=61.5 y�o{�y�� SAFELY OVE ALE 3
D�ra4 y + FAILURE.
PERVIOUS PAVEMENT A � ¢� ~� Or ¢ 19"X30" RCP INV. IN=57.00 `' r
O / z// �.r ��' �� �• s0 '`�`____ 36". RCP INV. IN=53.18 / / 2. RUNOFF FROM ADJOINING PERVIOUS PAVEMENT AREAS
n
Ly6°RAP .• °�" '� :',a �k S8 - sD 36" RCP INV. OUT=53.00 Ss SHALL BE DIRECTED AWAY FROM THE PERVIOUS PAVEMENT TO
h - I, + �`` < " , ss ' THE HIGHEST EXTENT POSSIBLE.
PERVIOUS PAVEMENT @ / , / - -_24 RCP INV. OUT=57.65 , / r
\�\� / , yry• , +i ,\ �WEI(TO I EL BASIN) ; �-ss / 3. EDGE RESTRAINTS SHALL BE PROVIDED TO SEPARATE
/ � 9. • ' ' " � '�-__WEIR ELEV:=59.90
____ _ _ /¢ `��. ' ' / ; 24 FES WITH CLASS B _ `_BOTTOM QF BOX=52,Q0 SS PERVIOUS PAVEMENT FROM ASPHALT PAVEMENT. 15046
--- - - _ SIDEWALK TREATED IN �/� / ��y y `' // + /� RIP RAP ENERGY DISSIPATOR _ ;
PERVIOUS PAVEMENT $
�/ 6'WX12'LX18"D `�''`- so`` ' 4. PERVIOUS PAVEMENT SIGNAGE SHALL BE CLEARLY POSTED o• Tic
Eo b,/ ( , r r INV. OUT=57.5 _ _
REMOVE EXIST. SD / i , r r l r `� r`�6 \�1 tl TO PREVENT USE BY INAPPROPRIATE VEHICLES AND THE c�cD. JPN
e / PIPE 1 o �' i' /�' ' / �� i /ii � � 1 `�\ s' x ��S �y Q g01p�'klo� �l DEPOSITION AND STORAGE OF PARTICULATE MATTER. oRMN NKS
, ��►-
/EXISTING FENCE AT NEW INFILTRATION ! ' ,; ( ( `, / l i +' // i ) �r'"-- ' 0 '\� \ A 5. PERVIOUS PAVEMENT SHALL BE PERVIOUS CONCRETE (PC). DALE 10/27/15
/ ! f + ! ' �` \�^. _SO \� I k. FOR PC THE MIX DESIGN SHALL BE IN ACCORDANCE WITH
4� BASIN #5 SHALL BE REMOVED AND ! y� \� ,;INSTALL TEMP. ' / r', \, \�\�, ,' �,�°� THE LATEST VERSION OF ACI 522.1. INSTALLATION OF
i HOLLY RIDGE O� REPLACED. ' '� �SI�T FENC ' ; ; 0
„ ! / / I / �..,�� ,,', _� ��,; _ / y T, - ,�``"`so why o° PERVIOUS PAVEMENT SHALL ONLY BE DONE BY CERTIFIED AND . C 4,
o� e I r rn i ? \ `�.�, 15o Q go' UALIFIED CONTRACTORS. •`a �i ���
g �� 1 / , 56-- , / / i �• sO 40 Q I
y4 6`. INFILTRATION BASIN #5 - 24"RCP 1 O�
���• (SWEI 050502) / ---" ____--- _--_� / i _ -
f- -57__ ..,, _ / ; SCALE 3 s
Z` TOP=60.5 s!>-,,-^ J -EMERGENCY SPILLWAY/ "B R� �`- --54-- �Z
Jy ,� BOTTOM=57.5 / ,- %OVERFLOW ���,�.,,�� s--�% �'' /;� 0 30 60 90 '�4 q r3„yr. 4Qr•
g _ SHWT C� 55.50 , -_ .` { / u \� e R2 04.11:16 RkV. DRIVEWAY AND SIDEWALK GRAD ES. Tic
' ' 24" INV.=55.5 / ri �. lot
2 + i - `'� i / °r REV. GRADES IN PARKING AREA AND DRIVE
O� •\a1 �1 r ' ; %;;'S " $0 /' :' LOWES R2 01.05.16 TJC
o �� O h� , �i //� __ ;��� /. /;' ENTRANCE AT WILKES- LANE. .
o. �Q•��• Off• a0 - ,�.; / �, %, '`�.z + ' SECONDARY DRY
6 6 L sa/ r A. 0 R1 12.17.15 REV. 24 RCP TO 19"X30 RCP, REV. INVERTS. TJC
2to '' eJ.°'0ti� SYMBOL DATE DESCRIPTION
BY
�, NC Hwv y \a sry °�� DETENTION BASIN
SITE .;,- �� a� �i / � `,� cn � �FP REVISIONS
N \�� a x // 02015 NORRIS & TUNSTALL
.o
,VICINITY MAP NIS :_ �� ��
a '
i

---_-------------
so SD so �so
--------------- RCP "RCP
---------- -------10------ ........ N 15"RCP
--------------------- AC_ z
IN <
NS91
ICD
------------ zx
7-
SH�ALL 8 INSTALL GRAVEL
R _MIN OFF EXIST. FH. 'CONSTRUCTION
7 ENTRANCE Er/ APPROXIMATE
DR6P INLET ?0XIMATE I&CATION 15'RCP
-,.Z- ------4- ...........;�_ 1� 15"RCP
WL -TOP=63.8 EXISTING 16',/#�TER LIN soil-- m� i
1 .=61.20 WL_
VL-_--:-vw&L- _WL WL WL WL
`: I - 't'p ohp-- z
W-W�M w
R/W_
ox
CP
%I *I _oa-zft-
IRA
INSTALL TEMP. SIDEWALK RAMP SLO
0#4 1:12. MAX. RUNNING SIDEWALK Cl)
SILT FENCE 41 LF EXIST. 15" RCP 'sp 'I I I
Zcp SLOPE IS 120. REFER TO DETAIL t 0
to llll� EXTEND VIST_ 15" RCP 23-
0 0.9ox ON S♦ HEET C
--- -------- I IN=63.08
ILLI
l�y�-to I OUT 62 71x
it A MAX. SIDEWALK RAMP SLOPE IS MIN. AND INSTALL DROP IN i,
-Jo I I JUNCTION BOX a Lu
# 1:12. MAX. RUNNING SIDEWALK RAISE ZTOP M=65.0 I
11 1 1 TOP=GRADE z C)
Rl SLOPE IS 1:20. REFER TO DETAIL INV.=&.50 1-4 LOT 2 SITE AREA: 2.64 AC
it, i I INV.=61.00 <
i
"Vi ON PHEEr C7. SWALE 0 1 / LL
A, / \*" OFF SITE TO PERMIT SW8 050502 LOWES TO INFILTRATION BASIN #5 LLJ
it A . L #1 \ +
LL
# DISTURBED AREA
V LIMITSL
00 F- (j
DRAINAGE AREA LOT 2 TOTAL=2.64 AC
64A < z
FUTURE tn. z j w
1,AL-I FUTURE DRAINAGE AREA OF AREA AROUND INFILTRATION BASIN #5: < :D z
DEVELOPMENT DEVELOPMENT TOTAL IMPERVIOUS=27,757 SF C) o
SEE NOTE #1 SEE NOTE #1 BUILDINGS=4,200 SF
JB (CLOSED TOP)
.3 'vX , P t I ASPHALT=l 1.733 SF Z J�j
firFOR 4 Cn FALL PERVIOUS PAVEMENT=5,637 SF
It/ I )(R kE OUT to 4 Lu >� cc
DISTURBED AREA TU SIDEWALK=3,400 SF C)
T=65�20
�'�'�SWALE #2/// vo
LIMITS. ABC STONE (TEMP. TURN AROUND)=2.787 Lu
1-tj 4N9,
ko #*r% 1=5450
rl LL
PERVIOUS PAVEMENT DESIGNED TO MEET 10 YEAR VOLUME
INSTALL TEM
P. CC Z
SILT FENCE (INFILTRATE AL )-2,213 SF
wk Lij m
,r�'.t
DI' 14 DI #5 R (!3 a. o_ U)
'V &4b C� PERVIOUS PAVEMENT ]a (+) ADJACENT SIDEWALK-DESIGNED TO TREAT
T=63.ts I A T=62.4
O) l % 10 YEAR VOLUME (INFILTRATE ALL)
oll 1=60.25 -59.60 -
I S PERVIOUS PAVEMENT. 3,424 SF C)
JB (CLOSED TOP) ADJACENT SIDEWALK: 1,411 SF
AREA MUST BE IMMEDIATELY
STABILIZED WITH SOD. 0 L
4'X4' PRECAST TOTAL: 4,835 SF
INSTALL OBSERVATION WELLS. 180 FOR FUTURE OUTFALL cc
me T=59.50 FUTURE BUA TO INFILTRATION BASIN #5=18,015 SF Lu z
.0 0-
0 a: 0
SP TOTAL EFFECTIVE BUA TO INFILTRATION BASIN #5=38,724 SF/0.89 AC
PERVIOUS PAVEMENT A UP(SI24 1-54.50
ir w
RELOCATE EXIST. *RAMP FROM NORTH EXIT MUST BE ADA X IMPERVIOUS=30.50X Ilk
TEMPORARY- SWALE #3 LIGHT POLE. COMPLIANT AND INCLUDE ADA COMPLIANT > EL 2
RAIL DUE TO THE GRADE DROP BELOW w
AW--STONE ROW IMPERVIOUS AREA.
RAMP. DROP FOUNDATION OR RETAINING ASPHALT HWY. 210 ROW: 620 SF � g -_Iosg
G WALL DESIGN BY OTHERS.
-51\ IN AROUND ­I, CONSTRUCTION ASPHALT/CURB WILKES ROW TO 1,162 SF Z
♦ EXIST. LOWES INFIL BASIN #3:
ENTRANCE TOTAL: 1,782 SF Lu d ie
63.A
-6Z6 #3 APpf?o) 02
-62.0 FrL. C41S
UAA417re:��� DISTURBED AREA 3.30 AC
9. Loc
WATER__63----- -
. .... NOTES:
(CLOSED 1. ALL IMPERVIOUS IN EXCESS OF THE AMOUNT ABOVE MUST BE
TREATED ON SITE UP TO 10 YEAR STORM MIN. OR FIND AN
IN- )Y-(
%b 4'X4' PRECAS I ALTERNATIVE DESIGN. IMPERVIOUS IN EXCESS OF APPROVED
FUTURE FOR OUTFALL AMOUNT IN SW8 050502 CANNOT ENTER INFILTRATION BASIN #5
1=59.50 OFF-SITE.
1=54.16
PROPOSED
a / /' ' ' 11 2. LANDSCAPED ISLANDS ADJACENT TO PERVIOUS PAVEMENT SHALL
BUILDING INSTALL INLET PROTECTION AT
---------- - BE DEPRESSED SO THAT RUNOFF IN THE ISLANDS WILL NOT BE
-6
op EXISTING DI AND CI'S. TYPICAL DIRECTED TO THE PERVIOUS PAVEMENT.
FE=67.-, A
PERVIOUS PAVEMENT Ja %
k CL n
IN 3. LANDSCAPE PLAN TO BE PROVIDED BY OTHERS.
_z9_ mi 20
8" C900 PVC ROOF 0) 0)
SIDEWALK TREATED IN ­//
C3
PERVIOUS PAVEMENT A DRAIN PIPE AT I.OX E
MIN. 0:;:
LEGEND
Lu 0 r- I
INSTALL TEMP. 49 CID Im
INSTALL TEMP. z)6
SILT FENCE ILT FENCE �� C
PROPERTY LINE z z w 00
z
DISTURBED-AREA LIMITS blib 80 C900 PVC ROOF D1 #2 3 0
60 PROPOSED CONTOUR DRAIN PIPE AT 1.0% T=60.8tiQ� r' W JL U;
MIN. 18" INV. IN=58.00
TEMPORARY SILT FENCE 19"X30m INV. OUT=57.0
SWALE
PROPOSED STORMDRAIN PIPE BOTTOM OF BOX=56.00 00
N
CO 0
X 56.00 PROPOSED FINISH GRADE DISTURB66-AllEA IN d� OPEN CUT AND �0
SPOT ELEVATION 1p 14 2022 Z z
LIMITS. RESURFACE LIMITS
FLARED END SECTION WITH OPEN CUT EXISTING ASPHALT TO 0
RIP-RAP ENERGY DISSIPATOR J
FACILITATE INSTALLATION OF NEW •fa
�4 z
sr
DROP INLET WITH INLET PROTECTION (DI) UTILITIES. REPAIR AND RESURFACE tp 0
AS REQUIR � I �\'A- 4p. qp Rl N?l'p R 41� 4. D\<P z Co 0
CURB INLET WITH INLET PROTECTION (Cl)
19"X30" RCP ­
JUNCTION BOX WITH INLET PROTECTION (JB) IV k:�)
4�5- to ABOVE EXIST.
Jo. PERVIOUS PAVEMENT NOTES:
4p
SEWER
-64 - EXISTING CONTOUR I - 1. BOTH A AND B TYPE PERVIOUS PAVEMENT IS DESIGNED TO
A- SD -JUNCTION BOX #1
0 Tn (0930� lz0��;Ry INFILTRATE THE 10 YEAR STORM. BOTH TYPES HOWEVER WILL os ss 36. -4�.'SD 5'X5' PRECAST N 4-
**�C� Kcpi ...... 05 1 % SAFELY OVERFLOW TO SWALE #3 IN THE EVENT OF SYSTEM
PERVIOUS PAVEMENT A TOP=61.5 FAILURE.
0 19*000 RCP INV. IN=57.
. . . . . . . ... . . . . . 0 ------ 36* RCP INV. IN=53.18 2. RUNOFF FROM ADJOINING PERVIOUS PAVEMENT AREAS
. . . . . . . . . .. . . . --- �D -1 0
.. . . . . . . . . . I..: - ts
PERVIOUS PAVEMENT It 36 RCP INV. OUT=53.00 SHALL BE DIRECTED AWAY FROM THE PERVIOUS PAVEMENT TO
It , I -- 57.65
. . .. . . . I/F I/i/ /I A 1 --"24" RCP INV. OUT= THE HIGHEST EXTENT POSSIBLE.
em / / / xll�l r,
3: - --------------- I 'I,. (TO INFIL BASIN) 3. EDGE RESTRAINTS SHALL BE PROVIDED TO SEPARATE
--- - ---------------4
SIDEWALK TREATED IN
�b 24m FES WITH CLASS 8 WEIR ELEV.=59.90
-------------- PERVIOUS PAVEMENT 2
-------------- t BOTTOM Q.F BOX-52_90 PERVIOUS PAVEMENT FROM ASPHALT PAVEMENT. 15046
0
E I - I
RIP RAP ENEMRGY DISSI Ri
6WX12*LX18"D 4. PERVIOUS PAVEMENT SIGNAGE SHALL BE CLEARLY POSTED Dm Tic
INV. OUT-57.5
REMOVE EXIST. SD % 'ro TO PREVENT USE BY INAPPROPRIATE VEHICLES AND THE JPN
(o CKM
PIPE
0 DEPOSITION AND STORAGE OF PARTICULATE MATTER. ORM NKS
%nmln6-
EXISTING FENCE AT NEW INFILTRATION 5. PERVIOUS PAVEMENT SHALL BE PERVIOUS CONCRETE (PC). DAIE 10/27/15
'o BASIN #5 SHALL BE REMOVED AND
1� -,INSTALL TEMP. FOR PC THE MIX DESIGN SHALL BE IN ACCORDANCE WITH
0 HOLLY RIDGE REPLACED. I -Q\ \ \� -
C so I,SIQ FENC� THE LATEST VERSION OF ACI 522.1. INSTALLATION OF
CL P SO PERVIOUS PAVEMENT SHALL ONLY BE DONE BY CERTIFIED AND
QUALIFIED CONTRACTORS.
t% INFILTRATION BASIN #5 RCp
-5 5
(SW8 050502)
--------- - 57 SCALE : 1 30
AL
TOP=60.5 SPILLWAY/ so
-EMERGENCY SP
BOTTOM=57.5 OVERFLOW So iiia
0 30 60 90
T=60.0
SHWT 0 55.50
24" INV.=56.5 '-pia so*
R2 04.11.16 REV. DRIVEWAY AND SIDEWALK GRADES. Tic
so 0 \Z�lp I /
0 -0 . 1 / / , //9�;- REV. GRADES IN PARKING AREA AND DRIVE
0. f //// LOWES R2 01.05.16 E AT WILKES LANE.
to (It I // - F ENTRANC Tic
lk f I N SECONDARY DRY 412.17.15 REV. 24'.RCP M lg-x,3o'Rep, REV.
NC "w 210 e Cb : 111 ( A. Rl
f/ DETENTION BASINo $IT .'_: \g�o j \��, �/ 1 �,�1 `��I� INVERTS. TJC
0.
\I SYMBOL DATE DESCRIPTION BY
REVISIONS
-*-VICINITY MAP NIS /8 .1 (C)2015 NORRIS & TUNSTALL
0__515 WL_
'�b
PE S
T7�. 7 j�7!T77

1 " _._ ® .m.. z
CL
NC
J
0
ENiRWCE DROP INLET Q
wry 0
. � TY# -•ice-� - _F. ___ �"_. -:_ -C� f�—�� t5'RCP —.e:e��- U
i
d INSTALL TEMP
ry SILT FENCE 41 IF EXIST'15"RCP 656}W
y fcc
- O 090E y 's - JUNCTION BOX _ all
63D8 O o- F 9 EXTEND EXST. 15" RCP 23 MIN RA/ #TOP=GDE
OUT 621t I {.. - AND INSTALL DROP INLET / INV=61.00 - -- - 0 W
TOP=82.5
W INV.B250 / TT4' LOi 2 SITE ARG 2,54 AC U
OFF SITE TO PERMITTI IN A5 Uli V'
±' ,YI`g DlsruReEO AREA LL
u SIXILE(t uMrrs / 00 DRAINAGE AREA LOT 2 rOTPL-2.fia AC Q 0 Z C
FUTURE _ I FUTURE Y Zti? DRAINAGE AREA OF AREA AROUND INFILTRATON BPSIN ®5: aZ a W 0 Z
DEVELOPMENT m� y DEVELOPMENT i a Torn 9u9➢iNGS ua,240 SF7 SIF ¢ r' 00
SEE NOTE gt � ASPH T-11,733 SF 0 zPERVIOUS N U
,' SIOLIVALK E (TEMP.
S. TURN
O z O ¢r`
�DISIURSEO AREA ul T SWALE #2 ABC STONE (TEMP. TURN AROUND)=2.IBJ Z W
.PERCENT PAVEMENT A-DESIGNED TO MEET 10 YEAR YYRVME
Pi 1 `�� INSTALL TEMP. a Q z D•
JB (CLOSED TOP) SILT FENCE (INFILTRATE ALLj=2,213 SF
IICVJTj II $(T ADJACENT SIDEWALK-0FSIGNED TO TREAT
FOR FUNRE OTRFPLL - DT=62.4 9 PERADUS PAVEMENT > a z a U.
10 YEAR VOLUME (INFILTRATE ALL)
I +' 550 V SWLLE/`4 - PERCENT PAVEMENT: 3,424 SF
Q'iID� i JB (CLOSED TOP) ANACENi SIDEWALK!
1.411 SF
4'X4' PRECAST TOTAL 4.835 SF W
DI 65 FOR FUTURE OUTFALL
INSTPIL OBSERVATION WELLS - T 64.0 18.R �� RCP T= 9 FUTURE QUA TO INFILTRATION BASIN g5=18,015 SF
60.25 1=5450 QQ. 6
PERVIOUS PAVEMENT A /{� / TOTAL EFFECTIVE BUA TO INFILTRATION WIN}5=38,724 SF/0.89 AC >JW Q
a,�y 7e -\ice ° SWALE 3 _�/- / �- P R IMPERVT0U5=30.0$ W d
Y TEMPOL2ARY - L . k 6 \ u ,m I o�y
/ - / ¢ABC $TONE 1 e s y YQ' / ROW HALT HWY.
10 R
Yy: '6+ \ _ ASPHALT HWY. WIL ROW: 162 SF a
5 \ x646 3� m m°.. q INSTALL CRnVEL _ "HALT/CURB WICKET POW TO 1.162 SF T>+T wd 52
AROUND S6 S5 73 ]" / CONSTRUCTION __�_- IXIST. LOWES INFIL WIN 83: m2y�
J B /P ENTRANCE TOTAL: 1.782 SF <1m$a1MM y$5 O 0
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j `s / 24 RCP INV. OUi 57 65 PAVEMENTS FOR STORMWATER MANAGEMENT AND CAPA'S
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TITLE
MAPNC, LLC
NUMBER
MATTHEW PARR CI COVER
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r A��Ir� Jy C2 GENERAL NOTES
C3 EXISTING CONDITIONS AND DEMOLITION PLAN
CIVIL ENGINEER
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WK DICKSON & COp INC. "` � � ' . C5 GRADING AND EROSION CONTROL PLAN
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ALEXANDER ADEKOYA, PE, 4r
C 6 UTILITY PLAN
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910-762-4200
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SURVEYOR (BOUNDARY & TOPO SURVEY) " �
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MICHAEL UNDERWOOD AND ASSOCIATES, PA
CIO EROSION CONTROL DETAILS — 2 _
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SURVEYOR NAME: MICHAEL UNDERWOOD WIII � L�r.. h SEP
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0 1 . PRIOR TO CONSTRUCTION, DIGGING, OR EXCAVATION THE Z DESIGN BY: AAA
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL 0 j DRAWN BY: DJW
UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT G4AY EXIST ! PRO-I DATE: SEPT2022
WKAND CROSS THROUGH THE AREA(S) OF CONSTRUCTION, ��/ < DRAWING NUMBER:
a WHETHER INDICATED ON THE PLANS OR NOT. CALL °E11 " A Know what's below.
E MINIMUM OF 72 HOURS PRIOR TO DIGGING OR EXCA'°.TING. c 1
DICKSON REPAIRS TO ANY UTILITY DAMAGED RESULTING FROM Call before you dig I—
9 CONSTRUCTION ACTIVITIES SHALL BE THE RESPONSIBILTY OF WKD PROJ. NO.:
community infrastructure consultants THE CONTRACTOR.
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=aw EARTHWORK NOTES vw
�3o GENERAL NOTES UTILITY NOTES:
o0 1. TOPOGRAPHIC SURVEY BASED ON A SURVEY PROVIDED BY MICHAEL UNDERWOOD AND ASSOCIATES,SEALED BY MICHAEL N. 1. PRIOR TO COMMENCEMENT OF ANY WORK WITHIN EASEMENTS OR RIGHTS-OF-WAYS THE CONTRACTOR IS 1. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK SHALL
WDICKSON
� '< UNDERWOOD, LICENSE NUMBER L-2962. DATED 05/20/2022. BEARINGS ARE BASED ON NC GRID NAD83(2001)PER MB 39, REQUIRED TO NOTIFY CONCERNED UTILITY COMPANIES IN ACCORDANCE WITH GS 87-102. CONTRACTOR SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE UNLESS communityinfrastructure consultants
gam OTHERWISE NOTED.
PG117. VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. EXISTING UTILITIES SHOWN ARE 300 N.THIRD STREET
"w A. HORIZONTAL DATUM/EPOCH: NAD83(2011). TAKEN FROM MAPS FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE NOT BEEN PHYSICALLY LOCATED (i.e. SUITE 301
=w B. VERTICAL DATUM: NAVD 88. TELEPHONE, GAS, CABLE, ETC.). 2. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES ON THE PROPERTY. WILMINGTON,NC 28401
�°o DAMAGE TO PROPERTIES OF OTHERS DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY (t)910-762-4200
om 2. LOCATION OF UNDERGROUND UTILITIES IS BASED UPON LOCATION OF VISIBLE ABOVE GROUND IMPROVEMENTS, RECORD THE CONTRACTOR AT NO COST TO OWNER.
.off DRAWINGS AND PAINT MARKINGS BY THE LOCATING SERVICE.ADDITIONAL UNDERGROUND UTILITIES NOT SHOWN HEREON 2. ALL SANITARY SEWER&WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SURF CITY UTILITIES. (1)910-762 4201
orN MAY EXIST. 3. EXISTING LIGHTS, SIDEWALK, PAVEMENT AND UTILITIES NOTED TO REMAIN SHALL BE MAINTAINED, PROTECTED WWW.WKDICKSON.COM
goo 3. MAINTAIN 2-FEET OF VERTICAL CLEARANCE BETWEEN WATER SERVICE LINES AND STORM AND SANITARY SEWERS. AND UNDISTURBED DURING CLEARING.
oZw 3. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO NC LICENSE NO.F-0374
START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL 4. CONTRACTOR SHALL COORDINATE THE CONNECTION TO ALL EXISTING OVERHEAD AND UNDERGROUND UTILITIES
o�� SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. 4. MAINTAIN A MINIMUM OF 18-INCHES OF VERTICAL CLEARANCE BETWEEN WATER SERVICE LINES AND STORM AND
¢ � SANITARY SEWERS. INCLUDING WATER, SEWER, CABLE, GAS,TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES ON THE SITE WITH
THE RESPECTIVE COMPANIES.THESE SERVICES SHALL REMAIN IN SERVICE AT ALL TIMES UNLESS COORDINATED �CAlZ
.50 4. THE ENGINEER HAS MADE ALL POSSIBLE ATTEMPTS TO LOCATE EXISTING UTILITIES. IT IS THE CONTRACTOR'S O
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RESPONSIBILITY TO FIELD-VERIFY THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION BY OBSERVATION, 5. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORTS FOR UTILITY CROSSINGS AND REPAIR DAMAGES DUE TO =O ess o
w ELECTRONIC DEVICES, HAND DIGGING AND PERSONAL CONTACT WITH THE UTILITY COMPANIES. CONTRACTOR CONSTRUCTION TO THE SATISFACTION OF THE UTILITY INVOLVED. UNDERGROUND ELECTRICAL CROSSINGS
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WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF
SHALL NOTIFY ENGINEER OF ANY CONFLICTS. ANY DAMAGE TO UTILITIES INCURRED DURING CONSTRUCTION IS SHALL BE CROSSED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE(NEC)AND POWER COMPANY 5. CONTRACTOR SHALL NOTIFY OPERATORS O
awl THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE. GUIDANCE. PROPOSED CONSTRUCTION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR ;y 4533
TO ANY EXCAVATION Q
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CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY FINES OR LOST SERVICE REVENUE. "CAROLINA ONE CALL" . �+ FNCIN�p �tF�:'
3?0 TELEPHONE NUMBER IS 1-800-6324949. 6. THE CONTRACTOR SHALL PERFORM UTILITY INSTALLATIONS IN DRY STABLE TRENCHES. 6. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE DOER A
„_ DEMOLISHED.
ogg 5. THERE ARE NO WETLANDS OR SURFACE WATERS IN THE PROJECT AREA. 7. ALL SEWER LATERALS SHALL BE SCHEDULE 40 PVC UNLESS NOTED OTHERWISE. DUCTILE IRON PIPE TO BE USED Sep 9 2022 2:38 PM
3 WHERE THERE IS LESS THAN 2' OF COVER OVER THE TOP OF PIPE. 7. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
®as 6. THE SOIL TYPE IN THE PROJECT AREA PER NRCS WEB SOIL SURVEY IS:
tea= Ku6-KUREB FINE SAND REGULATIONS AS WELL AS OSHA REGULATIONS. PROFESSIONAL SEAL
>ryo 8. THE CONTRACTOR SHALL OBTAIN APPROVAL IN WRITING PRIOR TO ORDERING DIFFERENT MATERIALS. GRADING NOTES:
7. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS.
1. PROPOSED CONTOURS SHOWN INDICATE FINISHED GRADES. ALL ELEVATIONS ARE IN REFERENCE TO THE 0°
8. ALL WORK IS TO BE IN ACCORDANCE WITH SURF CITY AND THE STATE OF NORTH CAROLINA, INCLUDING THE DRAINAGE NOTES TOPOGRAPHIC SURVEY BENCH MARK WHICH MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO
AMERICANS WITH DISABILITIES ACT(ADA) REGULATIONS. REFER TO THE NORTH CAROLINA DEPARTMENT OF GROUND BREAKING.
TRANSPORTATION (NCDOT)STANDARD SPECIFICATIONS,THE SURF CITY STREET DESIGN STANDARDS AND THE 1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDOT SPECIFICATIONS AS SPECIFIED ON
SURF CITY STANDARD SPECIFICATIONS. THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS. 2. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING GRADE AT TIE-IN LOCATIONS.
9. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER TO ADJUST GRADE LINES IN ORDER TO SECURE A
THE PROJECT. IN ADDITION,THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN 2. BEDDING FOR ALL STORM SEWER PIPES SHALL BE AS SPECIFIED IN THE DETAILS AND SPECIFICATIONS UNLESS PROPER TIE-IN.
ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A OTHERWISE SHOWN ON THE DRAWINGS.
3. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHALL BE CONSTRUCTED AT 3:1
PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S). (HORIZONTAL TO VERTICAL) MINIMUM.ANY SLOPES EQUAL TO OR STEEPER THAN 3HA V SHALL HAVE A ROLLED
3. ALL DRAINAGE PIPES SHALL BE DUAL WALL CORRUGATED HDPE UNLESS NOTED OTHERWISE. IMMEDIATELY EROSION CONTROL PRODUCT INSTALLED.
10. ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY NOTIFY THE ENGINEER IF COVER CANNOT BE MET. CLASS IV OR CLASS V RCP, OR DUCTILE IRON PIPE SHALL BE
THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR USED WHERE COVER CANNOT BE PROVIDED. 4. LIMITS OF CLEARING SHOWN ARE BASED ON CUT& FILL SLOPES AND OTHER GRADING REQUIREMENTS AND ARE
STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. APPROXIMATE.ACTUAL LIMITS SHALL BE STAKED BASED ON FINE GRADING REQUIREMENTS. CONTRACTOR SHALL
S ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE 4. MINIMUM COVER FOR STORM DRAINAGE PIPING SHALL BE 2-FEET. PIPE WITH LESS THAN T OF COVER SHOULD BE NOT GRADE BEYOND THE APPROVED LIMITS OF CONSTRUCTION WITHOUT APPROVAL FROM THE ENGINEER.
11. THE ENGINEER DISCLAIM
PROJECT AS SET FORTH THESE PLANS. CLASS IV. CONTRACTOR SHALL NOTIFY ENGINEER IF COVER REQUIREMENTS CANNOT BE MET.
5. GRADING MORE THAN 1 ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT TO A FINE. z
12. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF 5. ALL PIPES SHALL BE FLUSH WITH INSIDE WALL OF CONCRETE OR MASONRY STRUCTURES. g
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LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL U
SAFETY AND HEALTH ACT(OSHA). 6. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID IN ACCORDANCE WITH cr w
DETAILS AND INSPECTED BY OWNERS ON-SITE REPRESENTATIVE. EROSION CONTROL NOTES: Z o
13. EROSION SEDIMENT CONTROL PROCEDURES MUST BE MAINTAINED DURING THE ENTIRE CONSTRUCTION PERIOD. 0
DEBRIS AND LOOSE SOIL ON ADJACENT STREETS MUST BE CONTROLLED THROUGH DAILY CLEANING. DISTURBED 1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION CONTROL ACT to
EARTH AREAS MUST BE STABILIZED UPON COMPLETION OF GRADING ACTIVITIES ACCORDING TO STATE
7 UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN OPEN TRENCHES AFTER THE PIPE HAS BEEN OF 1973.
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STANDARDS. 2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE
14. CONTRACTOR SHALL MAINTAIN CLEAR ACCESS TO WILKES LANE, ALOHA WAY,AND LOWE'S ACCESS ROAD AT ALL 8. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE. EARTH FOR THE SHORTEST POSSIBLE TIME.
TIMES.ANY NECESSARY TEMPORARY ROAD CLOSURES SHALL BE COORDINATED WITH LOWE'S AT LEAST 72
HOURS IN ADVANCE. 9. RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATION PURPOSES ONLY. 3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.TEMPORARY SEEDING IS NECESSARY TO ACHIEVE
ACTUAL RIM ELEVATIONS SHALL BE SET BASED ON PROPOSED FINISHED GRADE AS STAKED IN THE FIELD. EROSION CONTROL ON DENUDED AREAS. ESTABLISH VEGETATION IN ACCORDANCE WITH EROSION CONTROL
15. SIGNS, PROPERTY CORNERS, ETC.,THAT MUST BE DISTURBED SHALL BE CAREFULLY REMOVED AND RESET PERMIT, THE DETAILS AND SPECIFICATIONS.
WITHIN THE SAME WORKDAY. SIGNS SHALL BE RESET BY THE CONTRACTOR. PROPERTY CORNERS SHALL BE 10. SET GRATES OF STRUCTURES TO 0.1-FEET BELOW THE SURROUNDING GRADES.
RESET BY THE CONTRACTOR'S SURVEYOR. 4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS INDICATED. NO DEVICE SHALL BE REMOVED
11. CULVERTS, DITCH-LINES, OR RIP-RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY UNTIL THE SITE IS STABILIZED AS DEEMED BY THE ENGINEER.
THE CONTRACTOR TO AN EQUAL OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE.
SITE NOTES 5. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND
1. TRAFFIC CONTROL DEVICES INCLUDING SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC PERMEABLE PAVEMENT NOTES: UNIFORM GROUND COVER.
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ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES)STANDARDS. 6. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL o
1. PERMEABLE PAVEMENT IS DESIGNED TO CAPTURE AND INFILTRATE RUNOFF FROM 10-YEAR STORM. DRAINAGE MEASURES INSTALLED TO PREVENT OFF SITE SEDIMENTATION, AND SHALL BE BE SEEDED AS NECESSARY TO
2. STOP SIGNS AND STREET SIGNS TO REMAIN IN PLACE DURING CONSTRUCTION. FROM SURROUNDING AREAS SHALL BE DIRECTED TO DRAIN AWAY FROM THE PERMEABLE PAVEMENT. BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT.
2. PERMEABLE PAVEMENT SHALL BE CONSTRUCTED PER NCEQ GUIDELINES FOR PERMEABLE PAVEMENT. z
3. CONTRACTOR SHALL MAINTAIN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING 7. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE
CONSTRUCTION. 3. OWNERS GEOTECHNICAL REPRESENTATIVE SHALL BE ON SITE FOR INSTALLATION OF THE PERMEABLE PAVEMENT THEY ARE FUNCTIONAL AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO BE
STORAGE/DRAINAGE LAYER. PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS.
4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH PERMITS ISSUED AND ALL FEDERAL, STATE AND LOCAL
CODES. 4. PERMEABLE PAVEMENT SHALL BE INSTALLED WITH SURFACE SLOPES BETWEEN 0.50%-4.00% 8. THE CONTRACTOR SHALL INSPECT AND PROVIDE MAINTENANCE FOR ALL TEMPORARY AND PERMANENT EROSION
AND SEDIMENT CONTROL MEASURES PER THE MOST RECENT EDITION OF THE EROSION AND SEDIMENT CONTROL
5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND R.O.W.'S PUBLIC OR PLANNING AND DESIGN MANUAL, PUBLISHED BY THE NCDEQ.
PRIVATE, PRIOR TO WORKING IN THESE AREAS.
6. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT ALL WORKERS AND PUBLIC SHALL BE PROTECTED
FROM INJURY,AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
CONSTRUCTION SEQUENCE: z
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7. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
1. INSTALL EROSION CONTROL MEASURES INCLUDING THOSE AT STAGING AREA(S). z
8. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT 2. CLEAR SITE, BEGIN GRADING, EXCAVATION AND CONSTRUCTION. a
AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
3. CONTINUE INSTALLATION/USE OF SEDIMENT AND EROSION MEASURES AS CONSTRUCTION PROGRESSES. AT THE W
9. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL END OF EACH DAY, EROSION CONTROL DEVICES MUST BE IN PLACE UP TO THE CURRENT END OF DISTURBED 0
TIMES. AREA. Z co
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4. CONTRACTOR TO CLEAN SITE DAILY AND KEEP AREA OUTSIDE THE LIMITS OF DISTURBANCE BROOM CLEAN AT ALL J� N
10. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER TIMES. 5 Z
STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE
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REPLACED OR REPAIRED TO THE SATISFACTION OF THE OWNER. 5. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED. J OC
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11. ALL DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT/FACE OF CURB UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE-CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE
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PROJECT LIMITS THAT MAY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES. W 0
12. STREET RETURNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RADII NOTED ON PLANS.
7. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY THE OWNER'S ON-SITE
13. EMERGENCY SERVICES VEHICLES AND PERSONNEL SHALL BE ALLOWED ACCESS TO THE SITE VIA WILKES LANES REPRESENTATIVE. J 0
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IN HAMPSTEAD, NC.
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14. PAVEMENT MARKINGS AND SYMBOLS SHALL BE DESIGNED PER MUTCD WITH APPROVAL OF THE OWNERS O
REPRESENTATIVE. REFER TO NCDOT DIVISION 12 SPECIFICATIONS.
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16. DURING APPLICATION OF PAVEMENT MARKINGS, THE EXISTING PAVEMENT SHALL NOT SHOW SIGNS OF MOISTURE Z ~
AND BE CLEAN, FREE OF DIRT AND OIL, ETC.THERMOPLASTIC SHALL ONLY BE INSTALLED WHERE PAVEMENT cc Lu Z
TEMPERATURE IS 50 DEGREES AND RISING. PAINT SHALL ONLY BE INSTALLED WHERE PAVEMENT IS 40 DEGREES O 0 3
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INLET
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DEMO 105 LF OF CURB IN
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SAWCUT FORA FOR FUTURE
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u� - r' INLET --- ,e INV. 59-36, rr rr i '' �� / NEAT EDGE AT cc uVi
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CURB INLET
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RIM 64.98 '0 N \ CURB INLET
iNV 50.18 . RgMP v r / rr8 I FLOW 57.06
IN✓_ 53.86
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TOP FULL
96
;NV. FULL OF
DEBRIS '
LOT 4
e I�' � WEINGARTEN INVESTMENTS INC
DB 3732 PG 247_
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NOW OR FORMERLY - COVERED- �'�\ OD DECK e / /ir r Z
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MAP BOOK 45 PACE K 2700 PAGE 09� _ _ �a � aA'N i �� a a.
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H.E. RCP Z F
o EXISTING STORMWATER '� ,� \ �� Q Z
INFILTRATION BASIN �eR� \li O
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NOTES: `�� , irk% �'_' RAIN LINK FE E 0
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1. THE EXISTING CONDITIONS SURVEY IS PROVIDED BY � /�L �% _ _ , J a^ '� Z LL
MICHAEL UNDERWOOD ASSOCIATES. "'r t,� z:mv��^ i 5a r,� \�
° JUNCTION BOX 0 X
2. ALL TREES SHOWN WITH TREE PROTECTION SHALL
e TOP 58.71 LU
8 REMAIN.NO MECHANIZED EQUIPMENT SHALL BE ^ / �, ' ,' '' /'' ! IN v 53.26
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USED AROUND TREE ROOTS.EXCAVATION AND r ( W
BACKFILL SHALL BE PERFORMED BY HAND DIGGING CURB INLET V 56.86
ONLY. GUT 59.35 i 1
VtNV. 53.50 / �- i �`n h� `P i W Lll
3. THE CONTRACTOR SHALL DISPOSE OF ALL REMOVED \ / r r / f j i
ITEMS IN A LOCATION APPROVED BY THE OWNER. / jT ' r ;' n.(f �y Z F
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4. ANY DAMAGE TO ADJACENT SITE FEATURES SHALL kl U _Z
9 BE REPAIRED TO THE SATISFACTION OF THE OWNER ��,p/
AT THE CONTRACTOR'S EXPENSE. � �/ r�h O
3
5. THERE IS NO EVIDENCE OF ENDANGERED SPECIES ' OUTLET STRUCTURE hd' rr
m OR HABITAT ON THE PROPERTY.THERE ARE NOT , TOP GRATE
STATE CULTURAL RESOURCES FOUND ON THE l iJ 1N v 54380 /r D ' 8 '� /
z PROPERTY. v,
PROJ. MGR.: TCH
6. THE TRACT IS NOT LOCATED WITHIN A SPECIAL l r i' �'
FLOOD HAZARD AREA. �"'""� Z DESIGN BY: AAA
DRAWN BY: DJW
7. SAWCUT A MINIMUM OF I"DEEP ALONG THE EDGE '6 j�, �i- --`'9-� �' i_..i ___ 30 0 15 30 00 ! PROJ. DATE: SEPT 2022
OF ALL HARD SURFACES TO REMAIN TO CREATE A �: --�--�' S6-' DRAWING NUMBER:
NEAT EDGE /� ,i 5I -56--' cc
-' - _ ,� C3
8. REMOVE EXISTING PLANTINGS IN THE AREA OF THEY L
NEW DRIVEWAL CONNECTION.REMOVED PLANTINGS
s' MAY BE REUSED IF KEPT IN GOOD CONDITION.TAKE
i CARE NOT TO DAMAGE THE ROOTBALL DURING WKD PROJ. NO.:
EXCAVATION.PLANTS SHALL BE WATERED AND '� i' SD MANHOLE L
e PROTECTED UNTIL THEY CAN BE INSTALLED AT THE RIM 58.04 -� w ZOZZOZ77.00.WL
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xgO �' OF CONCRETE /`/ P
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TO BE PERMITTED IN PROFESSIONAL SEAL
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LANDSCAPED AREA
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NOTES:;
1. THIS IS A PHASED PROJECT.THE 4,790 SF SURF CITY DENTAL /
EXPANSION IS PLANNED FOR 2022. FUTURE DEVELOPMENT IS
PLANNED FOR BEYOND 2026. PAVEMENT MARKINGS,
PROPOSED SITE
2. THE SITE DESIGN WILL ADHERE TO SURF CITY DESIGN TYP. SEE DETAILS DEVELOPMENT AREA
STANDARDS. �' ✓ / TO BE PERMITTED IN a / / il��� /
J FUTURE
3. SAWCUT EXISTING SURFACES TO REMAIN AT LOCATIONS
WHERE PAVEMENT AND SIDEWALK MEET EXISTING.
m CONNECT FLUSH TO � PROPOSED 350 SY
4. REFER TO ARCHITECTURAL PLANS FOR THE BUILDING DESIGN J "� EXISTING PAVEMENT OF ASPHALT / CURB TIE IN AND
AND ELEVATIONS. �� y J PAVEMENT / END OF CURB
J111 '' z
0
CONNECT FLUSH TO
5. ALL DRIVEWAY ENTRANCE RADII ARE 30' UNLESS NOTED EXISTING PAVEMENT _ PROPOSED 550 SY J rf' ll/ OV iL
OTHERWISE. THE MINIMUM RADIUS IN THE PARKING AREA IS J OF ASPHALT J in 60 LF OF 24"CURB w o
5'. PAVEMENT / AND GUTTER Z o
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6. PARKING LOT LIGHTING PLAN TO BE DESIGNED BY DUKE I` 9 rya ` CONNECT FLUSH TO
CONNECT FLUSH TO �,�`, EXISTING PAVEMENT ¢
ENERGY PROGRESS. PROPOSED ,
7. THERE IS NO EVIDENCE OF ENDANGERED SPECIES OR ��
CULTURAL RESOURCES FOUND ON THE PROPERTY. TY ��EXISTING PAVEMENT
�I LINE, TYP. PROPOSED 22 SY % 24' STOP BAR AND
HABITAT ON THE PROPERTY.THERE ARE NO STATE // PROPER
' 1 , may, STOP SIGN, REFER — — -
8. THERE ARE NO WETLANDS OR SURFACE WATERS IN THE 3 —_ —'
(� WHEEL STOP,TYP. OF CONCRETE / / � 'J �_
PROJECT AREA AND THE TRACT IS NOT LOCATED WITHIN A -- �� 73 SIDEWALK �� f �� GU MUTCD
SPECIAL FLOOD HAZARD AREA. �I� �� PROPOSED 83 SY S, _ j / p /� // GUIDANCE
OF CONCRETE
J� Wl
9. BUILT UPON AREA SHALL CONFORM TO THE NORTH �;/ � SIDEWALK PERMEABLE
CAROLINA STATE PERMITS FOR SW8 150903 AND OFFSITE ��/ PARKING TYP. ,, I I / l i
PERMIT SW8 050502. �J ----- �- �� J ! 110 LF OF 24"CURB
i it �— 71 w /10 O/ J AND GUTTER
�� LANDSCAPED � / CURB TIC
10. SITE LANDSCAPING BUFFERS SHALL BE MAINTAINED. SHRUBS ISLAND II /
WILL ONLY BE REMOVED AT THE NEW DRIVEWAY ENTRANCE. ' � � .'
Lu
11. PROVIDE SHRUBS AND MULTI STEM TREES TO PLANT AT THE EV PARKING V - — / / END OF CURB
E IN ND
... .. ........
AND SIGNAGE j I
LOCATIONS SHOWN ON THE PLANS, PLANTINGS SHALL MATCH
THE SPECIES AND SIZE OF THE PLANTS EXISTING PLANTS TO
Z
BE REMOVED MAY BE REUSED UPON INSPECTION BY THE
OWNERS REPRESENTATIVE.
CONNECT FLUSH TO
12. CONTRACTOR SHALL VACUUM CLEAN ALL EXISTING EXISTING SIDEWALK Q �� DENTAL OFFICE
PERMEABLE PARKING SPACES AND PERMEABLE PARKING 0P ! �/
SPACES THAT HAVE BEEN COVERED WITH DEBRIS AT THE �Jwh BUILDING
CONCLUSION OF CONSTRUCTION. \
LANDSCAPED A (9,290 SF) ! 3��/ ;
13. REFER TO THE ARCHITECTURAL PLANS FOR BUILDING AREA, TYP.
EXPANSION INFORMATION. �\ /
14. INSTALL AN IDEAL SHIELD MODEL EVCS-CC-DUEL SURFACE
MOUNTED ELECTRICAL VEHICLE CHARGING STATION,WITH 2
CONNECTIONS. REFER TO THE ELECTRICAL PLANS FOR
PROVIDING ELECTRICAL SERVICE. PROVIDE TWO ELECTRIC \ �
VEHICLE CHARGING SPACES INCLUDING SIGNAGE. �J//
l�,' i Z
/
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COORDINATE LOCATION WITH OWNERS ON SITE /
REPRESENTATIVE.
i X
SITE STATISTICS:
PARCEL NUMBER: 4225-08-2988-0000(CURRENT) \_ �/ ') z
DEED REFERENCE: DB 4520,PG 238 / '�10\ Q
PLATT REFERENCE: MB 39,PG 117
J g
EXISTING USE: MIXED DEVELOPED AND UNDEVELOPED(2.65 ACRES) /\\
m a
PROPOSED USE: EXTENDED COMMERCIAL(C-3)
DEVELOPED(BUA)AREA ALLOWED
PER NCDEQ PERMIT SW8150903: 38,724 SF=0.9t ACRES �� W
DEVELOPED AREA PROPOSED: 29,640 SF=0.68 ACRES
a LOT COVERAGE PERCENTAGE: 42,13 \
� LIMIT OF DISTURBANCE: 42,133 SF=0.97 ACRES
PROPERTY DIMENSIONAL STANDARDS
6 SETBACKS
FRONT: 50-FEET /�' ' �� i LL
g SIDE: 25-FEET
s` REAR: 25-FEET D
CORNER: 25-FEET I } �'
MINIMUM LOT WIDTH REQ'D 150-FEET
LOT WIDTH PROVIDED
BUILDING INFORMATION / W LI.1
TOTAL FLOOR AREA: 9,290 SQUARE FEET(ASSUMED PROPOSED BLDG SF) /
E-
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PARKING CALCULATIONS
OFFICE SPACE: 1 PARKING SPACE PER 300 SF FLOOR AREA J/ % a Q
m `J ' � l,L �
PARKING SPACES REQUIRED: BUILDING 1 (OFFICE)9290 SF:9290 SF/300 SF=31 SPACES REQUIRED t
�. 40 SPACES PROPOSED. ♦v♦�I�J
V PROJ. MGR.: TCH
TOTAL REQUIRED PARKING: 31 SPACES Z_ DESIGN BY: AAA
sTOTAL PROPOSED PARKING: 40 SPACES / > DRAWN BY: DJW
a / Q PROJ. DATE: SEPT 2022
ADA SPACES REQUIRED: FROM TABLE 1106.1 OF THE NC BUILDING CODE-2 ACCESSIBLE AND /
1 VAN ACCESSIBLE SPACE REQUIRED FOR SITES WITH 25 TO 50 DRAWING NUMBER:
x PARKING SPACES /
C4
y= PARKING SPACES PROVIDED: 40 SPACES INCLUDING 1 ACCESSIBLE SPACE
� PARKING SPACES ARE 9'x18'UNLESS NOTED OTHERWISE.HANDICAPPED ACCESSIBLE SPACES SHALL CONFORM
% WKD PROJ. NO.:
`e TO THE STATE OF NORTH CAROLINA ADA REQUIREMENTS AND THE DETAILS PROVIDED ON THESE PLANS.ALL
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ESTABLISH TURF INV. 60.62 - -� PROFESSIONAL SEAL
¢off y „\
90 -
6.o I ( _- �� % GROUND COVER AT i ;' -� /�-\FUTURE DEVELOPMENT
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-7- TEMPORARY GRAVEL ) I r r r {
CONSTRUCTION '� I EXTEND GUTTER TO / I r r r r' /Zi f
ENTRANCE -'� FUTURE DEVELOPMENT ,% �� e I�
FORMA 6"THICK BY 12" ( I
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�' ✓, ?>::; -- , - _ II AROUND DI,ADJUST ��
�l =: :' -- SOLID COVER FOR �� )� STRUCTURE TO EL 64.30' L r r l c-y'/,f
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4Op pT' FUTURE DRAINAGE ( \ i r . �! �` / z
�} i LIMITS OF TO REMAIN / v` - . - - _ i' l 3% �, �l i
DISTURBANCE / - - ; l 59, r`y1 ,/ 0 F_
I / DROP INLET W ¢
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�O - i-"CROP INLET ---�- .I �y�,a� �r"•,�,.�", TOP 61.91 ir CD
INV. 59-36 �� ,r rJ � �/ 11 �� ZO o
- " INLET PROTECTION / '�'° �.,,�, •� i r� /� � �
TY it �MUJI
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DROP �JLET/ AND GUTTER
J'7 rob ` ' 65 /� �° J / V 21 k\\ELEVATION ,
l > # j
f O j /� SOLID COVER FOR -
CB 2 p - / 6 / i i FUTURE DRAINAGE - -- _
INV IN: 61.63 TO REMAIN
TOP: 65.90
n 11 LF OF 12"
Oo o `INLET PROTECTION / ��_
SILT SOCK, HDPE @ 1.0% r i ��
' 131 LF OF 6" O / TYP. i �__ Vim:-Wr _
� TYP. @ ° �- / MATCH EX CURB -�-�
IPREFORATED ��__ _ O - / �_i_�� ��� � / dam' � � AND GUTTER_ CONVERT TO CURB INLET , ELEVATIONPIPE 1.0% � � �i - FOR 18"GUTTER WIDTH /, LLI
�Ai�- 6 �\ �O ADJUST GRATE TO , , ¢
��� � ELEVATION 63-9'
+ i i rr4 CURB INLET
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CB 1 00 � k i 58 ELoW 57.06 TYP.
TOP: 65.50 _ _ _ / ii INV. 53.86
INV IN:60.32 \ - ` _ DENTAL OFFICE /
LEGEND: INV OUT: 60.32 104 LF OF 12" {�x 66 - -- BUILDING(9,290 SF) j I l l LIMITS OF
HDPE @ 1.0% MATCH EXISTING FFE - DISTURBANCE
LOD LIMITS OF DISTURBANCE _ -= - -----" - / l 1 DROP 6.9INL6
DI 3 - ( TOP 56.96
TOP: 65.20 p0 !NV- FULL OF
ADJUST ROOF DRAIN r
INV IN: 60.21 n DEBRIS
SILT SOCK -- CLEANOUT TO GRADE l
INV OUT: 60.21 - - __ _ r 1� � SILT SOCK, i/
TYP.
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STORM DRAIN DI 2
DROP INLET/CATCH BASIN TOP: 59.10 � » �� �r �� �� O 0-
® INV IN: 59.17 - p� �//
® INV OUT: 59.17 'n ro`L � ,' /r� CONNECT TO EXISTING STORM Z J
INLET PROTECTION 106 LF OF 12" \\a "' 3 DRAIN Q 0
HDPE @ 1.0% ' O a _ /;�x INV IN: 58.25 d cc
�. I / / / / INV OUT: 57.75 (EX 19"X 30" RCP) X Z
65 PROPOSED CONTOUR DI 1 `67 --'' ^ � w O
a DROP IN' O �, r U
XX.XX' TOP: 62.10 TOP 60.8s i O J / ks f ,�
+- PROPOSED SPOT ELEVATION INV IN: 58.11 Nv. 57.75 O� - �, Z Z
INV OUT: 58.11 �� 36 LF OF 18" O
0
HDPE @ 1.0% � - DOC
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SD MANHOLE �\ .p1� \ �\ �(�f� 0
RIM 61.33 x !
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NOTES: INV. 51.93(48") v Q
DROP INLET f-
�OP 59.28 <� INV. 56.73(24") �� / / i Z W
1. MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING AT ALL INV 5388 !'y', INV. 56.83(18") �NL � � �iI W 0
g' LOCATIONS. Z
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2. ALL DRAINAGE PIPES SHALL BE DUAL WALL CORRUGATED HDPE $ ��� �'B \ ' ` .! » \\ cc
UNLESS NOTED OTHERWISE.IF COVER REQUIREMENTS FOR PIPE
CANNOT BE ACHIEVED NOTIFY ENGINEER IMMEDIATELY.CLASS N OR
CLASS V RCP SHALL BE USED WHERE COVER CANNOT BE PROVIDED. ' i - -
r_x_x_X X 'aw'��,e'xw"`�.e5rm1(.y� Z
3. PRECAST CATCH BASINS MAY BE USED IN PLACE OF THE BRICK BUILT `N�' / �\
_ _ O
CATCH BASINS.SEE NCDOT STD DETAIL 840.15 / � _' _ 4 �
4. THE CONTRACTOR SHALL CONNECT TO THE EXISTING SIDEWALK AT '/, ,��'�---z-�� -\ FUNCTION BOX W C7
THE NEAREST JOINT.THE MAXIMUM SIDEWALK CROSS SLOPE IS 2%. i !/ TOP 58.71
INV 53,26
t
5. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MATTING ON CURB INLET , r v ! ' i ' ' a;r Ill W
r r r INV 56.86 r i v 'n r I W J
ANY SLOPE LEFT STEEPER THAN 3HAV. l GUT 59.35 �{ b'H� r r , , M
6. EXISTING AND PROPOSED CONTOURS ARE SHOWN ON THE PLAN AT 1' \IN�. 53.50 / n u,� Z H
i r �
i H z
INTERVALS. IU Z_
7. ALL PROPOSED GRADES ARE FINISH GRADES. O Q
h Q�
h� v�r a Q
8. GRADES,ELEVATIONS AND LOCATION SHOWN ARE APPROXIMATE. AS
DIRECTED BY THE ENGINEER,THEY MAY BE ADJUSTED TO ' d, i + i Y� / '^
n LUTLET STRUCTURE 77� h r 1 vJ -ACCOMMODATE UNFORESEEN CONDITIONS. // r i -OP GRATE 59.75
0 9. STORMWATER TREATMENT PROVIDED BY AN INFILTRATION BASIN { / `:V 55.31 /r' 1`5& PROJ. MGR.: TCH
UNDER LOWE'S NCDEQ PERMIT SW8 050502. / / i �0 54.80 �/_ ` D + ` i Z DESIGN BY: AAA
/ \ j DRAWN BY: DJW
10. LANDSCAPED ISLANDS SHALL BE DEPRESSED SO THAT RUNOFF FROM
THEM DOES NOT ENTER PERMEABLE PAVEMENT. PROJ. DATE: SEPT 2022
i 8 i -- J 30 15 30 so DRAWING NUMBER:
11. CONFIRM SIZE OF CURB INLET GRATES PRIOR TO ORDERING FRAME '6 w \ v -59-' �' + _ /^1
a" AND GRATE MATERIALS. '� - 57- ` _C
3 12. THE DISTURBED AREA FOR THIS PROJECT IS 0.97 ACRES. �i �� 5� 1 10eh - 50 rL F-
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E" 0.5" SF9.5A (FINAL LIFT) TACK COATvw
ow 0.65" (1.6" TO 2-4")
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toz I-III-III-III-III I I I-III-III-III-I I ACE OF CURB A ROOVE JOINT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 INC LICENSE NO.F-0374
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`_ III-III-III-III-1 -III=III-III=III, , PLAAN 0 0 0
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"A" VARIES (SEE SITE PLAN FOR WIDTH) SEE NOTE BELOW (N R
w€ COMPACTED SUBGRADE B O� ESSr
z;t NOTES: - 4'-0" MIN. WIDTH COVERED WITH DETECTABLE WARNING MAT O O O O = O
=aa 1. ASPHALT THICKNESS NOTED SHALL BE THE FINAL COMPACTED '-4" GROOVE JOINT 1/2 "B" " (MATCH WIDTH OF RAMP) _ -
°_�� MATERIAL THICKNESS. 6", TYP, 1.50% (2.00% MAX. - r-
��$ 2. CONTRACTOR SHALL ACHEIVE 98% MDD IN THE ABC AND PAVEMENT 1" - Y _`, ::-•: t - - -- - -, TRUNCATED DOME PLAN VIEW ` r 533 1Q°
o. 3. ALL MATERIALS SHALL MEET THE REQUIREMENTS SET IN THE LATEST - - '" •- - - "- "
b8 EDITION OF THE NORTH CAROLINA STANDARD SPECIFICATIONS FOR PAVEMENT `�' '� -=�• NOTES: 9NOER A
oFy ROADS AND STRUCTURES *IF "A" IS GREATER THAN 8' AQDMONAL GROOVE JOINT 1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIGID PRECAST OR TRUNCATED DOME SPACING
SHALL BE REQUIRED AT 1/2 8 EMBEDDED PRODUCT APPROVED BY THE ENGINEER.
4. REFER TO THE SURF CITY STREET DESIGN STANDARDS - -= - 2. RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH, BUT NOT BE LESS Sep 9 2022 2:44 PM
I�-B•-�-8• THAN THE WIDTH OF SIDEWALK LEADING TO BACK OF RAMP.
3. DETECTABLE WARNING SURFACES SHALL EXTEND 2.0 FT MINIMUM IN THE DIRECTION OF PEDESTRIAN
TY ASPHALT PAVEMENT STANDARD DU SECTION A-A TRAVEL.o€ 4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS. 50%-65% OF BASE DIAMETER PROFESSIONAL SEAL
TWO 1/2- THICK PIECES BITUMINOUS FIBER REQUIRED
Fyo 5. THE ROWS OF TRUNCATED DOMES IN DETECTABLE WARNING SURFACES SHOULD BE ALIGNED
goLL NOT TO SCALE IF SUBBASE IS CONCRETE. MUST BE SEALED WITH PERPENDICULAR TO THE GRADE BREAK BETWEEN THE RAMP RUN AND THE PAVEMENT. WHERE
APPROVED JOINT SEALER. DETECTABLE WARNING SURFACES ARE PROVIDED ON A SURFACE WITH A SLOPE THAT IS LESS THAN 5
PERCENT, DOME ORIENTATION IS LESS CRITICAL. 0 0.2" I m
GENERAL NOTES: 6. DETECTABLE WARNING AREA SHALL BE A CONTRASTING COLOR TO SURROUNDING SURFACE.
1. A GROOVE JOINT 1" DEEP WITH 3 1/ " RADII SHALL BE REQUIRED IN THE CONCRETE 7. MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.SIDEWALK AT 5' INTERVALS. ONE 3/8" EXPANSION JOINT WILL BE REQUIRED AT 30' B. DIMENSIONS PER NCDOT STD. 848.06 0 9"-1 4"
INTERVALS. A 3/8" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS
ANY RIGID STRUCTURE. TRUNCATED DOME SECTION
2. ALL CONCRETE TO BE 3,500 PSI COMPRESSIVE STRENGTH.
3. REFER TO CONCRETE SIDEWALK DETAIL BELOW FOR EXPANSION JOINT INFORMATION.
4" PERMEABLE POROUS 4. MONOLITHIC CURB AND SIDEWALK TO BE CONSTRUCTED ONLY ALONG FRONT OF THE
CONCRETE PAVEMENT a BUILDING OR AT LOCATIONS WHERE APPROVED BY THE ENGINEER.
CONCRETE TURNDOWN SIDEWALK DETAIL TRUNCATED DOMES DETAIL
8" WASHED CLEAN NOT TO SCALE NOT TO SCALE
AGGREGATE BASE m
COMPACTED TO 95% -
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OVERFLOW OUTLET
PIPE 1. IF TURNING SPACE IS 4'-0" MIN.
CONFINED BY CURB OR 4'-0' MIN. CONTINUOUS PASSAGE SEE NOTE 1 Z Lu
UNDISTURBED SUBGRADE VERTICAL SURFACE AT I { BACK OF WALK O
NOTES: BACK OF THE TURNING IXPANSION F5
1. CONCRETE THICKNESS NOTED SHALL BE THE FINAL PLACED AND SPACE, THE MINIMUM JOINT >>
VIBRATED MATERIAL THICKNESS. WIDTH MUST INCREASE �� W
TO 5'-0" MIN. <� < al
2. SAW JOINTS SHALL BE CUT TO A MINIMUM OF j OF THE SLAB J 5• 1 f -BACK of cuRe
THICKNESS. 2. ENSURE FLUSH 3 ••• •• SA
CONDITIONS AT CURB ••• •••• EX JOINT 3 6 0
RAMP TO GUTTER Cam- f C
3. MAXIMUM JOINT SPACING IS 15-FEET EACH WAY. TRANSITION.
4. INSTALL A DRAINAGE OVERFLOW PIPE TO OUTLET TO NEAREST FLowuNE
DOWNSTREAM CATCH BASIN. OUTLET PIPE SHALL HAVE A REMOVABLE
WITH END CAP AND OVERFLOW PER NCDEQ GUIDANCE. REFER TO THE FACE OF CURB VARIES 4'-0" MIN. VARIES GUTTER UP
STORMWATER DESIGN MANUAL. CONTINUE JOINT AT
PROVIDE 5' LONG TRANSITION TO 6' BACK OF CURB
WIDE WALK. ALL WALKS MUST BE A X SLOPE "A" 1.5% (2.00% MAX)
PERMEABLE PAVEMENT WITH OUTLET
MIN. 6' WIDTH AT RAMP. PLAN VIEW-PARALLEL RAMP SLOPE "B" 7.5% (8.33% MAX) jA
NOT TO SCALE SLOPE "C" 10% MAY
Epp- FORMED HOLE FOR #4
w
6" REINFORCING BAR WITH 2' MIN.
GROOVE JOINT LENGTH (TYP. EA. WHEEL STOP)
DnTRFFIV(CENNR((EB__AR FLUSH WITH TOP I I I I I I I I Z
_SIDEWALK (BEYOND I CROSS-SLOPE 2.00% MAX 2" MAX FROM BACK NI CURB FA 18" DRIVE
J EBAR AST CONCRETE
( T5% DETECTABLE WARNING SURFACE
1.5% (2.00% MAX) _ (8.33% MAX
6 -) I WHEEL STOP (PER SPACE) SET 18"
L -�:� • '• ''•_ '`:._' ''_ °,-. ;' _ - _• _: \ - 6„ FROM EDGE OF PAVEMENT.
1 PARKING STRIPE
MIN. 4'-0" CONTINUOUS PASSAGE 2'-0"
TYPICAL RAMP CL SECTION X-X
SEE SITE PLAN
WHEEL STOP DETAIL z
4" MINIMUM - - °- - -d° - -a _ NOT TO SCALE
THICKNESS - - - - -1 I 1=1 I 1=1HANDICAPPED ACCESSIBLE RAMP DETAIL U)
CONCRETE ri =III-III-III-1 II I 1-III=III-III. . . NOT TO SCALE
Z
(3,500 PSI) d
6" COMPACTED SUBGRADE LxLi
s z EXPANSION JOINT zQ
SPACING TO MATCH J W
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GENERAL NOTES: 6 9o' Z
CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT �� �� in Q
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6'-0" MAX THAT A 15 FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN Q V
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE
USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED -
9 BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING- Z Cc
CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR
W
EXPANSION JOINT
FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED O
BY TEMPLATES, A MINIMUM DEPTH OF 1-1/2" SHALL BE OBTAINED.
w ROADWAY PAVING
r, CONTROL ALL CONTRACTION JOINTS EXCEPT IN 8" X 6" MEDIAN CURB SHALL BE FILLED N JOINT WITH JOINT SEALER. V
w EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND ADJACENT J 0hI TO ALL RIGID OBJECTS.
24" CURB & GUTTER z ILL
TERMINATION DETAIL O I=
3/8" EXPANSION JOINT:
FILLER 0 30'-0- MAX
s 1/2" R 18" W
NOTES: 6" 1/2" R 18"
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3" R 1/B" R 6. MINIMUM THICKNESS = 4". l` W g W 1
5 2. 2. PROVIDE EXPANSION JOINTS 0 INTERSECTIONS OF WALKS AND "' 1p ° 3" R t/8" Rcr H
g °A WHERE WALK ABUTTS OTHER STRUCTURES. N , Z ~
s 3. 3,500 PSI MINIMUM CONCRETE FOR 28 DAY STRENGTH. s" `O /^
3 4. SIDEWALKS TO HAVE BROOM FINISH. W 3
LEVEL s ° 7" 0 ul 5. ALL JOINTS AND EDGES TO BE TOOLED. , cc cr
s 6. CONTROL JOINTS TO BE TOOLED TO A MINIMUM DEPTH OF 1'. I 24" _) o a p
s 7. SMOOTH TROWEL 3" "PICTURE FRAME" EDGE, TYP. r
(TO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ISLAND I 24"
r 8. THE COMPACTED SUBGRADE SHALL BE FREE OF ORGANIC OR 1/4' l'-O" SLOPE OR AS SHOWN ON PLANS)
DELETERIOUS MATERIAL AND FROM ROCKS LARGER THAN 3-INCHES IN PROJ. MGR.: TCH
"
ANY DIMENSION. 24 CURB AND GUTTER Z DESIGN BY: AAA
24 CURB AND GUTTER "
REVERSE SLOPE) DRAWN BY: DJW
PROD. DATE: SEPT2022
CONCRETE SIDEWALK DETAIL
NOT TO SCALE cc DRAWING NUMBER:
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4 WKD PROJ. NO.:
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HINGED GRATE COVER SUBMIT SHOP DRAWINGS PRIOR TO INSTA
5.0" FOR EASY ACCESS rrou
SUITE 301
WILMINGTON,NC 28401
M910-762-4200
o INLET M910-762-4201
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20 STANDARD (H-20) RATED SCHEDULE 40 DWV 0' TO 359'. Q <�
was DRAINAREA = 62.7 SQ. INCH CORRUGATED PVC p essro
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1. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF DRAIN z os
..................... -.................. ; . .
Bv?{
BASIN AND CASTING FOR REVIEW AND APPROVAL.
12 DRAIN BASIN ;� T- �t1rc:1 _7
2. YARD INLET INFORMATION SHOWN FOR 12—INCH DRAIN PRECAST REINFORCED CONCRETE BOX — CONTRACTOR TO SUBMIT
BASIN. FOLLOW MANUFACTURER INSTRUCTIONS FOR
LARGER DRAIN BASINS AND GRATES TO ACCOMMODATE SHOP DRAWINGS FOR APPROVAL PRIOR TO INSTALLATION
LARGER SIZE PIPES AND RCP.
I C}
3. DRAIN
LOADING DROP INLET yr.
BASIN GRATES SHALL ACCOMMODATE H-20 tlr trl
CATCH BASIN
NOT TO SCALE
NOT TO SCALE I
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• _ L—�I _ NOTES: 4, W44 DCD I .1 O a
-: -:::- I III—I I I— CONSULT WITH GEOTECHNICAL ENGINEER TO /� � 11mnr�. r ° As U cc
—III I�I I ------------------- ----------------- I kl I�� DETERMINE IF"NATIVE SOILS CAN BE REUSED �°:q ul11 Li cc W U
-1 _ _ _ F AS SUBSOIL FILL. co
JIB --------------- ------------ � SODISTURBED ZO 0
I I I— 2. SUITABLE BEDDING MATERIAL SHALL EXTEND - F5
1� ---------------- --------------------------- I TO UNDISTURBED TRENCH WALLS.
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3. IF UNSUITABLE SOILS ARE PRESENT, IT MAY BE
!LI� I SUBSOIL FILL NECESSARY TO BED PIPE IN DRAINAGE STONE
(SEE NOTE 1) TO THE SPRINGLINE OF THE PIPE AS DIRECTED
I I I—i I BY THE ENGINEER.
III
I I I I 1 TYPE 1 GEOTEXTILE
FABRIC
DRAINAGE STONE
—III7 . II_
II P _EI` IE
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FLEXIBLE PERFORATED PSD NO. 17 - STANDARD SERVICE DETAIL
PIPE MATERIAL SUBBASE SHALL BE UNDISTURBED r%t :T T 1:
USOIL. WHERE SOIL IS N DEEMED
°SUITABLE BY THE ' I I I I I I I Z
GEOTECHNICAL ENGINEER,THE
PIPE BEDDING AREA SHALL BE
UNDERCUT AND BACKFILLED WITH
SELECT FILL(SEE NOTE 3).
FLEXIBLE PIPE TRENCH DETAIL
NOT TO SCALE
BUILDING :tq tASFwFN—
NOTE: FACE
INJECTION MOLDED FITTING ARE AVAILABLE LINE �f7u
A%3SCAPE TIMEER Z
IN TEES, WYES, REDUCERS, 45- BENDS AND 0 MAKK LONI ILL ION O
BELL/BELL COUPLERS. Z
WATERTIGHT (WT) JOINTS SHOWN. SOIL—TIGHT (ST) ELDERY-ALY�, - �+Ihl. CL
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FITTINGS ARE ALSO AVAILABLE.
s 0
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B'AIR C�4P ' f 4' MIN SHALL BE L}_:PER 0 I—
9 NYLOPLAST CLEANOUT END CA DOWNSPOUT ADAPTER
R .5 LLA1< 0..IT If iIT€ *'I;�N[A7Ir)NS klrjl RE J o
ADJUST GRADE PER ENGINEERS INSERTED IN RISERi7X �"� jr) Ff?p . f&5T•1AM4'fyffp m Z
PLAN PIPE tEMIALS =' iPFCIAI PRIC-4 APPROVAI J
FINISHED GRADE AIJAF"Lit BY ENCINEERINti 15 REQD. F
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INJECTION MOLDED — YVARIAS_e SL DE O ir
s WT TEE m
INSERT INJECTION MOLDE a4 . ki PER 1 MIN. U)
GASKETED SPIGOT BY
W
BELL REDUCER
INJECTION = PIPE M4TERI4_. >
MOLDED WT SiLH.4C, w g
GASKETED 90' BEND St?�.'C�ff VVEL? f'=I' 11110 it Z �
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3 A%cy i1h --.tr ccimi-.. :.(4t 4'iL:{.'.1kf3 ENE Tv Lai t
TEE TO I►+ISTALLEL:•1VIll• AN L_L)LIJ vAIYL
HDPE OR V PROJ. MGR.: TCH
" DIP HDPE PIPE (TYP) n Z DESIGN BY: AAA
INJECTION MOLDED DRAWN BY: DJW
WT TEE PROJ. E: SEPT2022
P'SD (CIO" 17A — STANDARD SERVICE CLEAN OUT DETAIL D
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DRAWWINGING NUMBER:
ROOF DRAIN CONNECTION DETAIL G'8
5 NOT TO SCALE F—
WKD PROJ. NO.:
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