SW8140321_APPROVED PLANS_20140610

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 �y0321
DOC TYPE ❑ CURRENT PERMIT
© APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 20\y Oho o
YYYYMMDD

OPEN SPACE NOTES: GENERAL NOTES: LEGEND VICINITY MAP SITE DATA SHEET INDEX
1 . A MINIMUM OF 1 . 26 ACRES OF OPEN SPACE SHALL BE PROVIDED. 1 . NO PORTION OF THIS PROPERTY IS LOCATED IN THE
100 YEAR FLOOD HAZARD AREA.
2. A MINIMUM OF 0. 63 ACRES OF OPEN SPACE SHALL MEET THE 2. BOUNDARIES. LOCATIONS AND DESCRIPTIONS OF EXISTING PROJECT BOUNDARY TOTAL SITE AREA - .-. - -- - - - 11 . 43 AC COVER - --- -------- - - ---- 1
CRITERIA FOR ACTIVE OPEN SPACE. FEATURES IS BASED ON A DRAWING BY MICHAEL UNDERWOOD WATER MAIN - -- �- PARCEL ID ------- ---- -- -- ------ - -- R07100-002-009-000 EROSION CONTROL -.2
AND ASSOCIATES, P. A. DATED 8/28/2007 AND IS NOT THE GRAVITY SEWER DEED BOOK/PAGE .......-- ....-........-....-...- - 5734i45 STORMWATER ----- - 3-4
3. A MINIMUM OF 0. 63 ACRES OF OPEN SPACE SHALL MEET THE RESULT OF A SURVEY BY STROUD ENGINEERING, P. A. �.
CRITERIA FOR PASSIVE OPEN SPACE. STORMDRAIN TH PROPOSED USE --- - --- ---- - PERFORMANCE RESIDENTIAL UTILITY COVER - ---- ----5
3. THE DEVELOPER INTENDS TO COMPLETE ALL INFRASTRUCTURE WETLAND LINE -•-•-•-•-•- G�' PROPOSED NUMBER OF LOTS - ----- -------- ---- --- ------ ------- 42 ROADWAY COVER -- - -- --------- 6
4. OPEN SPACE PROVIDED ALONG THE CAROLINA BEACH ROAD EX CONTOURS -"-4-- �� PROPOSED MAX BUILDING HEIGHT --- -- - - - 35' PROFILES - - - -- 7-9
INITIALLY AND RECORD LOTS IN 2 PHASES.
FRONTAGE SHALL NOT BE USED TO SATISFY THE MINIMUM 0 QL
AREA REQUIREMENTS. 4 . A TREE SURVEY HAS NOT BEEN CONDUCTED. A CURSORY REVIEW PROPOSED GRADES X22.0 0��� REQUIRED OPEN SPACE (0.03 ACRES PER LOT ) - ----- 1 . 26 AC DETAILS -------- -- - 10-12
p
OF THE SITE. WHICH IS HEAVILY WOODED, REVEALED FEW SILT FENCE x AVG. RESIDENTIAL LOT SIZE 60' X 110' CFPUA WATER DETAILS WSD1 -WSD2
-
SIGNIFICANT TREES. ALL EFFORTS SHALL BE MADE TO DISTURBED AREA �� OQ�` MINIMUM RESIDENTIAL LOT AREA - - ------ ---- 5000 SF CFPUA SEWER DETAILS SSD1 -SSD3
PRESERVE EXISTING TREES. ESPECIALLY AROUND THE PERIMETER RECEIVING STREAM - -- -- - - -- BARNARDS CREEK
OF THE SITE. NHC TREE APPROVAL SHALL BE SOUGHT PRIOR
TO COMMENCING SITE WORK. MITIGATION OF SIGNIFICANT TREES STREAM CLASSIFICATION -- -- ------ ------ - ----- -- ---- - C/SW
SHALL BE ACCOMPLISHED THROUGH ONSITE PLANTINGS TO THE
GREATEST EXTENT PRACTICABLE. BARNARDS EXISTING ZONING - R-15
CREEK PROPOSED ZONING --- ( CD ) R-7
5. LOTS SHALL BE AFFORDED CFPUA WATER AND SEWER SERVICE / Q UNITS PER ACRE . ...... ................. ......- 3. 7
BY WAY OF EXTENDING ADJACENT MAINS. ��
P �'9.p CAMA LAND USE CLASSIFICATION -- -- - URBAN �
6. ALL ROADS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS.
7. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT R/W. p B
NOW OR FORMERLY J PROJECT t' LIMITS OF DISTURBANCE = 10.0 ACRES
MALPASS, RUDE W OTIP TRUST AGR 8, ONLY NCDOT MATERIALS ARE TO BE USED WITHIN THE R/W. � AREA y
BOOK 2489 PAGE 313
CLASS: RESIDENTIAL
USE: 10-SINGLE FAMILY RES 9. SIDEWALKS SHALL BE PROVDED ON BOTH SIDES OF THE PROPOSED STREETS.
ZONE: R-15
10. EXISTING STRUCTURES SHALL BE REMOVED.
N55°2T230E NO SCALE
45.OT
RUN OF DITCH NOW
R FORMERLY
IS PROPERTY LINE CLARK, JEFF EYO S AND AND TAMMY W
NOW OR FORMERLY
BOOK 1627 PAGE 0999 I CLARK, JEFFREY S AND AND TAMMY W
CLASS: COMMERCIAL I BOOK 1629 PAGE 0689
n USE: 730-BUSINESS CLASS: RESIDENTIAL
Co ZONE: 0&I
USE: 10-SINGLE FAMILY RES
�p ZONE: 0&I
NOW OR FORMERLY
HOGAN. JEFFREY D.
BOOK 5595 PAGE 2142 N55°26'OD"E 1152.D2'
CLASS: RESIDENTIAL
USE: 11-TWO FAMILY RES (-
ZONE: R-15 Z
404 ------ --------- --------- --------- --------- ---------
gg E yyry __________ ____ _________ _20_ DRAINAGE EASEMENT--_
N WETLAND/ j
DRAANAGEL EASIEMENT --------- ---------
w DRAINAGE i OPEN Lu
r EASEMENT
SPACE 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 a-
0
/ 1j1I1 - � �
r'� 'i� / ,j t Ico
I NOW OR FORMERLY
- - - - 0 1 I SILVER LAKE BAPTIST CHURCH
_ - - - - - 0 \ Lu W BOOK q PAGE p
- - - 3 / a- CLASS: EXEMPT RELIGIOUS
�\ p USE 866-RELIGIOUS ACTIVITIES
1 1
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----- 30' DRAINAGE EASEMENT- ��h '--- --------- --------- ---------
>� rcS IIII --------- --------- --------- --------- --------- --------- ----16 SON MUNICIPAL--- --------- --------- --------- --------- ----
------- \
ch I No \x �t�,\�� STREET 1
50' PUBLIC R/W
NOW OR FORMERLY V
LB PROPERTIES OF WILMINGTON m •11 �t A ���
BOOK 5685 PAGE 923 \�
CLASS: RESIDENTIAL
\ _ _---__
rn �' � WETLAND/1. t �\ - ----------� ------ --------- --------- �
I
USE: 11-TWO FAMILY RES
ZONE: R-15 (A 404 - - - - - - - -
V , \ \ 17
DRAINAGE '�
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1'
23 24 25 27 1 32 33 34
IN POWER POLE
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1 20' DRAINAGE EASEMENT 1 20' DRAINAGE EASEMENT /
NOW OR FORMERLY z / /� / \� u Ll.]
MARCUCILLI, JOSEPH ET AL
BOOK 5330 PAGE 2096 w / / 1 I N i N / t I SOUTH COLLEGE ASSOCIATES, LLC
w / I / h I I / \ Q I NOW OR FORMERLY
CLASS: RESIDENTIAL // � I / , \ \ 0 3 7 / 1 Q USE: 959-OTHER UNDEVELOPED LAND
N / II 1 I 7 V BOOK 5659 PAGE 1439
USE: it-TWO FAMILY RES ¢ / 1 I IV ,r�} 1
ZONE: R-15 } /• // 1 Q i 22 I 28 / \� `�'1 I m I � ! 4 U T I CLASS: RESIDENTIAL
i6 I 11 ��jII I � �lJ 11 / I D 1 11 1 y I\ / z e �1 U i ZONE: R-15
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______________ m-
-� - Y EASEMENT I Z-+ I i 1 ESERVED FOR I
--------------------------- UPLAND •�• �• --�{1___-_20' DRAINAGE EASEMENT __ UTURE ROAD 1
-----------I-- ------ - J L------------------- - - - J --------2.0'.PRAINAA_fE _EASEMENT----
__________________ ------------------------ ----
20 UTILITY EASEMENT -L----------------------- -------, XIENaoN-_ T---------------------
\.`�•�'_ z_ ____r___________ i BY OTHERS) I _15 UTILITY EASEMENT
15' UTILITY EASEMENT
S55°2&27'W 1177.57"
I IoL--------------------------------------------------------------------------------------------- o I � 20' ACCESSEASEMENT
NOW OR FORMERLY -1 - ----____--
PADGETT, DEMETRIA \ I C I 1 y I NOW OR FORMERLY <
BOOK 4480 PAGE 74 I ti 1 c POSADAS, HENRY C \ NOW OR FORMERLY
CLASS: RESIDENTIAL \ r I NOW OR FORMERLY I BOOK 5281 PAGE 5052 RIGGS, DONALD AND DONNA
USE: 11-TWO FAMILY RES I 1 I-< STEWART, MICHAEL K AND MICHELE L CLASS: RESIDENTIAL BOOK 5013 PAGE 1858
\ NOW OR FORMERLY < I BOOK 9912 PAGE 110 D I USE: 10-SINGLE FAMILY RES CLASS: RESIDENTIAL DOUBLE N1DE
ZONE: R-15 I \ WINTER, WALTER O Im I CLASS: RESIDENTIAL DOUBLE WIDE m ZONE: R-15 USE: SINGLE FAMILY RES
BOOK 2364 PAGE 758 I n
\ CLASS: RESIDENTIAL I Im USE: 10-SINGLE FAMILY RES 1
\ USE: 11-TWO FAMILY RES m I m \ ZONE: R-15
ZONE: R-75 y
\ ZONE: R-15
I
\ I~ I NOW OR FORMERLY
SAILFISH ENT
AND RENTALS
\ I 1 BOO 24RE AL PAGE I
CLASS-
WINTER, WALTER O 744 I \
NOW FORMERLY 1 1 USE: 11-TWO FAMILY RES \
\ I I
BOOK 1534 PAGE 165 \ I I ZONE: R-15
CLASS: RESIDENTIAL
CD USE: TWFAMILY RES -
Q I ZONE: R-15
\ WETLAND LINE TABLE BY:
\ LINE DIRECTION DISTANCE
z \ W1 S 51°OT44"E 26.11 '
o I W2 S 22°4T18"E 35A5'
� W3 S 2°3312"W 27.20'
WETLAND EXHIBIT
CDW4 S 36950'47"E 0. ADAMS LANDlNW5 S 66*51*11"E 32.45'W6 S 80°41'2T'E 40.9191
W7 S 48°44'19"E 41.79'
� W8 S 3404T4T'E 40.04'
4728 & 4800 CAROLINA BEACH ROAD
W9 S 5015'50"E 39.39' \111111//
'0 a W10 S 38°01'03' E 21.50 ' ``\� ' MASONBORO TOWNSHIP NEW HANOVER COUNTY NORTH CAROUNA
1 / i OWNER: CBR WILMINGTON. LLC DESIGNED: JHF
o R E V I S I O N S W11 S 3°47'07"W 20.64' X SS;�< �!i
W12 S231T39 E 24.62 _ O � . �_ ADDRESS:
3 W13 S 10005,230 W 13.66' '9 13515 NC HIGHWAY 8210
45
•• ° " a 356T7 - PHONE: 91 D 1 6?5ROCKY '800 NC 28457 DRAWN: JHF
� 3 Y NO. AT N 9
LINE TABLE W14 S 35 4135E 20.72 _ -
LINE DIRECTION DISTANCE
W15 N 77°31'04"E 49. 2' �Q: ` APPROVED: JHF
z �z L1 S20009'16"E 45.04'
W16 N7 °28" "E HGINE.'J`��
" W17 0 '2 :E .6 /���rygh0 L. � �`` DATE : 9/19/2013
1- �, L2 S01 2516E 23.41 50 25' 0 50 100 wta �/� 1111111�`` AASTROUD ENGINEERING, P.A.
U z L3 S1502624"E 17.96'
O Q L4 S73059'53"E 11.92' SCALE: 1 "= 50'
102-D CINEMA DRIVE
.. . DaviD L ME IUS. P.E SHEET: OF L5 S42°3949"E 16.05' GRAPHIC SCALE: 1 = SD �r-�b�20�'F __-- WILMINGTON. NORTH CAROLINA
6a7-E tV (910) 815-0775 (910) 815-0593 FAX
O- 0

GENERAL NOTES: LEGEND VICINITY MAP SITE DATA
1 . NO PORTION OF THIS PROPERTY IS LOCATED IN THE S H E ET I N D EX
100 YEAR FLOOD HAZARD AREA.
2. BOUNDARIES, LOCATIONS AND DESCRIPTIONS OF EXISTING PROJECT BOUNDARY TOTAL SITE AREA ---- - --- ------ ------- ----- ' '---- - 11 . 43 AC COVER -- -- -- - -------- 1
FEATURES IS BASED ON A DRAWING BY MICHAEL UNDERWOOD WATER MAIN PARCEL ID - - R07100-002-009-000 EROSION CONTROL - - ............2
AND ASSOCIATES, P. A. DATED 8/28/2007 AND IS NOT THE GRAVITY SEWER -- - SJ DEED BOOK/PAGE -- ----- -- --- ------ ------- ----- ------- 5734/45 STORMWATER -3-4
RESULT OF A SURVEY BY STROUD ENGINEERING. P. A. �.
STORMDRA(N TH PROPOSED USE PERFORMANCE RESIDENTIAL UTILITY COVER............-..- -5
3. THE DEVELOPER INTENDS TO COMPLETE ALL INFRASTRUCTURE WETLAND LINE ----------- �,c`Y PROPOSED NUMBER OF LOTS '- - -- 42 ROADWAY COVER --- - 6
INITIALLY AND RECORD LOTS IN 2 PHASES. EX CONTOURS •_I4�sl 0� PROPOSED MAX BUILDING HEIGHT ---- ------- --- - ------ ---- 75, PROFILES 7-9
4. A TREE SURVEY HAS NOT BEEN CONDUCTED. A CURSORY REVIEW PROPOSED GRADES x22.0 Q�� p REQUIRED OPEN SPACE ( 0. 03 ACRES PER LOT ) .. - 1 . 26 AC DETAILS - - - - - 10-12
OF THE SITE, WHICH IS HEAVILY WOODED, REVEALED FEW SILT FENCE X - p� � ' o AVG. RESIDENTIAL LOT SIZE --- - 60, X 110, CFPUA WATER DETAILS WSD1 -WSD2
SIGNIFICANT TREES. ALL EFFORTS SHALL BE MADE TO DISTURBED AREA � 0� MINIMUM RESIDENTIAL LOT AREA - - 5000 SF CFPUA SEWER DETAILS -SSD1 -SSD3
PRESERVE EXISTING TREES, ESPECIALLY AROUND THE PERIMETER P� c`� RECEIVING STREAM -- - -' BARNARDS CREEK
OF THE SITE. NHC TREE APPROVAL SHALL BE SOUGHT PRIOR Lw
TO COMMENCING SITE WORK. MITIGATION OF SIGNIFICANT TREES \ STREAM CLASSIFICATION - . - - -C/SW
SHALL BE ACCOMPLISHED THROUGH ONSITE PLANTINGS TO THE <
GREATEST EXTENT PRACTICABLE. BARNARDS EXISTING ZONING - " - R-15
CREEK tiz PROPOSED ZONING ------ --- _............__....._..... ( CD ) R-7
5. LOTS SHALL BE AFFORDED CFPUA WATER AND SEWER SERVICE �% UNITS PER ACRE - ------ --- - -- - --------------------- - 3. 7
BY WAY OF EXTENDING ADJACENT MAINS. / 9p CAMA LAND USE CLASSIFICATION URBAN
6. ALL ROADS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS. QQP
v III
7. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT R/W. p m
NOW OR FORMERLY J PROXCT t" BUA TABLE STORMWATER NOTES:
MALPASS, RUDIE W OTIP TRUST AGR - 8. ONLY NCDOT MATERIALS ARE TO BE USED WITHIN THE R/W. � AREA 9�y PROJECT AREA 11 43 AC
BOOK 2489 PAGE 313 y ALL RUN�F FROM IMPERVIOUS SURFACES SHALL BE
497 �I
CLASS: RESIDENTIAL fI 9 SIDEWALKS SHALL BE PROVDED ON BOTH SIDES OF THE PROPOSED STREETS. O ,857 SF
DIRECTED TO THE ENGINEERED STORMNATER SYSTEM.
. I ! I
USE: 10-SINGLE FAMILY RESSIDEWALKS 15,397 SF
ZONE: R-15 LOTS (42 @ 3300 SF EA) 138,600 SF
10. EXISTING STRUCTURES SHALL BE REMOVED. THE DEVELOPER Alm/at HOA IS RESPONSIBLE FOR
ROADS 52,240 SF MAINTAINING THE STORMIIATER POND AS OEF]NED I I
OTHER 0 SF IN THE RESTRICTIVE COVENANTS.
N55°27'23'l NO SCALE RESERVE 3.000 SF a I
TOTAL BUA 209.237 SF ALL DRAINAGE EASEMENTS SHALL REMAIN FREE OF
45.OT Ix�
_ _ __ ♦ , 7. BUA 42.0 X OBSTRUCTIONS INCLUDING. BUT NOT LIMITED TO,
017.500 SF OF EX BUA TO BE REImVEO� FENCES. W
I ( I
Z yJ,1 I
I , r RUN OF DITCH NOW OR FORMERLY
IS,PROPERTY LINE CLARK, JEFFREY S AND AND TAMMY W I NOW OR FORMERLY
WQ3 W
! BOOK 1627 PAGE 0999 CLARK, JEFFREY S AND AND TAMIAY W
CLASS: COMMERCIAL I BOOK 1629 PAGE 0689 I Iyyj o m
! USE: 730-BUSINESS 10a
USE: 10-SINGLE RES
co ! , ZONE: 0&I I o s
� ' ( \ � ♦ _ -_____�\ ZONE: O&I
NOW OR FORMERLY
HOGAN, JEFFREY D. 1 r' l• - \ -- `~ `� ��
BOOK 5595 PAGE 2142 1 iT ,______�- \� "=.. N$5°2�Oa"�. _ _ 115_2D2' ���A� _ ♦ --'\ '♦ ��
CLASS: RESIDENTIAL _-.t - _ I / / ♦ `�'
USE: 11-TWO FAMILY RES 1 r- __-_ ..__ ___-___ -_ ____.-_._
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ZONE: R-15 _ -- _-- _. / !
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? > EASEMENT 16. 9 6 tr-� - 5
0 15 / 16 u� 17.6 9 /
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30' DRAINAGE EASEMENT _.-. .:._�_ --. . 7 � , ,.,. , T _---=- ry - .. _.. - -��--Zi - ---- - - ---- --- - ----
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ro I r \♦ \\�\,\\ \ . \;\ - _ RCP 25 a REP JB _RCP 20 HLv�TB RCP 16 1
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USE: 11-TWO FAMILY RES ¢ 1, 1 i r i. tI 1 - - O
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NOW OR FORMERLY 1♦ .............. C 1 - -...... - _.- - ----____ I y I NOW OR FORMERLY ______ _______
PADGETT, DEMETRIA I \ 9. ----.-.- ---. �OI 1� -....._.. - `
BOOK 4480 PAGE 74 a Iy I I C POSADAS, HENRY C `\ NOW OR FORMERLY I ;� i APPROVED
CLASS: RESIDENTIAL I \ I ly i NOW OR FORMERLY BOOK 5281 PAGE 5052 RIGGS, DONALD AND DONNA
USE: 11-TWO FAMILY RES STEWART, MICHAEL K AND MICHELE L I NORTH CAROI.INA ENVIRONMENTAL
\ NOW OR FORMERLY ! < m CLASS: RESIDENTIAL BOOK DEN PAGE 185E
ZONE: R-15 I \ Im BOOK 991T PAGE DOUBLE
N I USE: 10-SINGLE FAMILY RES CLASS: RESIDENTIAL DOUBLE MOE ( I MANAGEMENT COMMISSION
WINTER, WALTER O ! CLASS: RESIDENTIAL DOUBLE WIDE m ZONE: R-15 USE: SINGLE FAMILY 4E5 'n
I BOOK 2364 PACE 758 ! n
\ CLASS: RESIDENTIAL ! I,.,�1 USE: 10-SINGLE FAMILY RES 1 ; /]
\ USE: 11-TWO FAMILY RES I ZONE: R-15 l i \ ZONE: R-15 I �; I s/1��'tt,,11
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\ I BOOK 2491 PACE 7aa PIPE SCHEDULE
NOW OR FORMERLY CLASS: RESIDENTIAL CI 1 18.3 15.5 1 0.28 c
WINTER, WALTER 0 \ 1 I I USE: 11-TWO FAMILY RES CI 2 18.3 15.4 1 2 0.32 ID SIZE LENGTH INV IN INV OUT I
BOOK 1534 PAGE 165 \ , I ZONE: R-15 CI 3 17.4 14.6 - 3 0.28 RCP 1 18 22 15.5 15.4 _
z anss: RESIDENTIAL CI 4 17.4 14.5 3. 26 4 0.26 RCP 2 18 48 15.4 14.4
USE 11-TWO FAMILY RES \ CI 5 1 14.0 - 6 0.33 RCP 3 18 18 14.6 14.5
ZONE: R-15 \ I I
\ CI 6 16.8 13.9, 13.4 5. 6 7 0.15 RCP 4 18 52 14.5 14.4
CI 7 16.1 13.4 - 8 0.29 RCP 5 18 71 14.4 13.9
J I \\ CI 8 16.1 13.3, 12.8 7. 8 9 0.33 RCP 6 18 22 14.0 13.9
CI 9 15.7 12.9 10 0.23 RCP 7 24 106 13.4 12.8
z I \ CI 10 15.7 12.8, 12.3 9. 10 11 0.29 RCP 8 18 22 13.4 13.3
CD
CI 11 15.4 12.7 - 12 0.30 RCP 9 24 85 12.8 12.3
CI 12 15.4 12.6 12, 27 13 0.28 RCP 10 18 22 12.9 12.8 STORMWATER
CI 13 15.2 12.5 - 15 0.34 RCP 11 4 48 12.3 12.2
o C1 16 14.8 12.0. 11.9 16, 17 16 0.32 RCP 14 18 18 12.2 11.6 ADAMS LANDING
CI 15 14.8 12.1 - 17 0.29 RCP 13 18 32 12.6 12.6
I CI 16 14.8 12.0. 11,5. 16. 17 18 0.32 RCP 14 24 76 12,2 11.9
3 11.0 RCP 15 18 22 12.5 12.4
CI 17 14.5 11.8 - 19 0.22 RCP 16 24 106 11.9 11.5
CI 18 14.5 11.7, 10.7 18, 19 20 0.28 RCP 17 18 22 12.1 12.0 4728 & 4800 CAROL INA BEACH ROAD
CI 19 14. 11.5 - 21 0.28 RCP 18 3 80 11,0 1 .7 MASONBORO TOWNSHIP NEW HANOVER COUNTY NORTH CAROUNA
C1211 14.3 11.5 P1 28 24 0.43 RCP 20 30 48 10.77 11.4 CA22 0.29 RCP 19 1 18 22 11.7
RD,
CI OWNER CBR WILMINGTON. LLC DESIGNED: JHF
R E V I S 1 0 N S CI 22 14.3 11.4, 10.4. 23. 24 25 0.25 RCP 21 18 18 11.5 11.4 Q , ASS%p•.'� ��
� 3 Y N0. AT N 9.9 RCP 22 18 52 11.4 14.4 p,4F �1' 9 ADDRESS: 13515 NC HIGHWAY 210
CI 23 17.6 14.9 - 26 0.43 RCP 23 30 28 14.4 10.4 __•� < . _ ROCKY POINT. NC 28457 DRAWN: JHF
•, LINE TABLE C124 16.4 13.7 - 27 0.38 RCP 24 18 22 11.5 11.4 - a 357i _ PHONE: ( 910 ) 675-8001
LINE DIRECTION DISTANCE CI 25 14.5 11.8 - 28 0.41 RCP 25 36 158 9.9 9.0 Q; ` APPROVED: JHF
O O A 1 17.4 14.4 2, 4 5 - RCP 26 18 130 14.9 44.5 i
z z L1 S20°09'16"E 45.04' A 2 15.5 12.6. 12.2 11, 13 14 - RCP 27 18 168 13.7 12.6 i • FNGIN��
F O L2 S01°25'16"E 23.41' 50' 25' 0 50' 100' JB 3 14.4 14.4 20. 22 23 - RCP 28 16 130 11,8 11.4 ��i�4V/p �: �\\ DATE: 9/19/2013
c) z L3 S15°26'24"E 17.96' FES 1 - 9.0 25 - - RCP 29 24 46 10.0 9.5 ////711I1►1��� A STROUD ENGINEERING, P.A.
LEI _ FES 2 - 10.0 29 - - RCP 30 18 76 18.8 18.5
L4 S73°5953"E 11.92' FES 4 8.5 30 30 0.26 _ SCALE : 1 = 50
Davlo L:ME�/IUS, P:E 102-D CINEMA DRIVE
O a L5 S42°39'49"E 16.05' GRAPHIC SCALE: 1 = 50' - - 5�6/ZOI�F _____ WILMINGTON. NORTH CAROLINA
Of Q OS SEE DETAIL SEE DETAIL - 29 0.85 GATE- 777 (910) 815-0775 (910) 815-0593 FAX SHEET: 3

OPEN SPACE NOTES: GENERAL NOTES: LEGEND VICINITY 1 I MAP SITE DATA
1 . NO PORTION OF THIS PROPERTY IS LOCATED IN THE
1 . A MINIMUM OF 1 . 26 ACRES OF OPEN SPACE SHALL BE PROVIDED. SHEET I N D EX
100 YEAR FLOOD HAZARD AFEA.
ACTIVE
PROJECT BOUNDARY TOTAL SITE AREA ----- ------ . - ------ 11 . 43 AC COVER - 1
2. A MINIMUM OF ACRES OF OPEN SPACE SHALL MEET THE 2. BOUNDARIES. LOCATIONS AND DESCRIPTIONS OF EXISTING ��_.,_,� "' "' .. """' --- R07100-002-009-000 EROSION CONTROL' -- - ----2
CRITERIA FOR ACTVE OPEN SPACE. FEATURES IS BASED ON A DRAWING BY MICHAEL UNDERWOOD WATER MAIN PARCEL ID ..
AND ASSOCIATES, P. A. DATED 8/28/2007 AND IS NOT THE GRAVITY SEWER -- ---- --
� DEED BOOK/PAGE "' '-' "- """ - 5734/45 STORMWATER -'- "" -'- 3-4
3. A MINIMUM OF 0. 63 ACRES OF OPEN SPACE SHALL MEET THE
CRITERIA FOR PASSIVE OPEN SPACE. RESULT OF A SURVEY BY STROUD ENGINEERING, P. A. STORMDRAIN `' Ty PROPOSED USE "" -- --- ---- PERFORMANCE RESIDENTIAL UTILITY COVER- 5
4. OPEN SPACE PROVIDED ALONG THE CAROLINA BEACH ROAD 3. THE DEVELOPERINTENDS TO COMPLETE ALL INFRASTRUCTURE
WETLAND LINE ----- -- ---- Cif' PROPOSED NUMBER OF LOTS """ .. - ------ - ---------- 42 ROADWAY COVER '- 6
INITIALLY AND
RECORD LOTS IN 2 PHASES. EX CONTOURS •=`"-�5= PROPOSED MAX BUILDING HEIGHT . 35' PROFILES - - 7-9
FRONTAGE SHALL NOT BE USED TO SATISFY THE MINIMUM
AREA REQUIREMENTS. q. A TREE SURVEY HAS NOT BEEN CONDUCTED. A CURSORY REVIEW PROPOSED GRADES x22.0 Q``�0 0� REQUIRED OPEN SPACE (0.03 ACRES PER LOT ) 1 . 26 AC DETAILS ' - "' ' - 10-12 OF THE SITE. WHICH IS HEAVILY WOODED. REVEALED FEW SILT FENCE X o AVG. RESIDENTIAL LOT SIZE--- ------- ----- --- - 60' X 110' CFPUA WATER DETAILS "' - WSD1 -WSD2
- 0� ""'
SIGNIFICANT TREES. ALL EFFORTS SHALL BE MADE TO DISTURBED AREA �`' 0 MINIMUM RESIDENTIAL LOT AREA ----- ------ --- 5000 SF CFPUA SEWER DETAILS -- --SSD1 -SSD3
PRESERVE EXISTING TREES, ESPECIALLY AROUND THE PERIMETER .+ RECEIVING STREAM --- ------ - - ----- ----- BARNARDS CREEK
OF THE SITE. NHC TREE APPROVAL SHALL BE SOUGHT PRIORuj
TO COMMENCING SITE WORK. MITIGATION OF SIGNIFICANT TREES STREAM CLASSIFICATION - -C/SW
�J
SHALL BE ACCOMPLISHED THROUGH ONSITE PLANTINGS TO THE EXISTING ZONING - - - . . - - - -R-15
GREATEST EXTENT PRACTICABLE. BARNARDS
CREEK PROPOSED ZONING . - -- ---- - - - ----- - ( CD ) R-7
5. LOTS SHALL BE AFFORDED CFPUA WATER AND SEWER SERVICE % QL UNITS PER ACRE - - - -- 3. 7 I I
BY WAY OF EXTENDING ADJACENT MAINS. 9p CAMA LAND USE CLASSIFICATION URBAN
....- I I I I
P I '
6. ALL ROADS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS. Q� `1y
7. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT R/W. P m I
NOW OR FORMERLY � PROJECT c^' BUA TABLE STOAMNATER NOTES: I
MALPASS, RUDIE W OTIP TRUST AGR - 8. ONLY NCDOT MATERIALS ARE TO BE USED WITHIN THE R/W. Q AREA �y PROJECT AREA 11.43 AC
BOOK 2489 PAGE 313 'A 497.857 SF ALL RUNOFF FROM IMPERVIOUS SURFACES SHALL DE I ,
CLASS: RESIDENTIAL 9. SIDEWALKS SHALL BE PROVIDED ON BOTH SIDES OF THE PROPOSED STREETS. DIRECTED TO THE ENGINEERED STOWATER SYSTEM. '! I
USE: 10-SINGLE FAMILY RES SIDEWALKS 15,397 SF
ZONE: R-is 10. EXISTING STRUCTURES SHALL BE REMOVED. LOTS 142 3300 SF EA 138,600 SF THE DEVELOPER AND/OR HOA IS RESPONSIBLE FOR I I
ROADS 52,240 SF MAINTAINING THE STORMWATER POND AS DEFINED I I
OTHER 0 SF IN THE RESTRICTIVE COVENANTS.
N55°2T23"E A NO SCALE RESERVE 3,000 SF I W
TOTAL BUA 209,237 SF
OF
45.OT ; 1 7. BUA 42.0 7. OOBBSTRUCTIIONS INCLUDING,AGE EASEMENTS SBUTLNOTMLIMITED IN ETO, I '• W
•� ' •17,S00 SF OF EX BUA TO BE REMOVED* FENCES. mo15 I
ii m
�a� �
1 �
/ RUN OF DITCH
I NOW OR FORMERLY I ,: 1..0
- / IS PROPERTY LINE CLARK, JEFFREY S AND AND TAMMY W I NOW OR FORMERLY311
BOOK 1627 PAGE 0999 CLARK, JEFFREY S AND AND TAMMY W
I v / CLASS: COMMERCIAL I BOOK 1629 PAGE 0689 I a� m F
I USE: 730-BUSINESS CLASS: RESIDENTIAL - g
I co ZONE: 0&1 USE: 10-SINGLE FAMILY RES
ZONE: 0&1 I ^ �' v`.'fzo
NOW OR FORMERLY II
HOGAN. JEFFREY D. 1 J - N55°2fi'OO".E- 1152.02' A� ` _ __ !� \�♦ . .
BOOK 5595 PAGE 2142 \ __- `` --. .- -- --'_h
i
CLASS: RESIDENTIAL �•'. ---` -_ - --------- --------- ----\ --- -------- 20_ DRAINAGE EASEMENT___ _ \� _s \\ I
USE: 11-TWO FAMILY RES 1 w ,�, j VARI _________ \ _ _ _ ______ __ c_�___S __r 1
ZONE: R-15 1 pp yyp �{ ____ _ _______ _____ ___ ____u____ ♦ 4
^ry / N WETLAND/ � '. //'� DRAINAG ASEMENT l ��. b \ ♦ �� --------- --------,\ I I NI i
' m w DRAINAGE ; �I�. I OPEN r,m.-,-, .�"�.-.-. .�. �.�.-.-yL. .�-,n�..�' �..�..�..�,. �.�..�.. �..�.. r:.f. �..�..�.. " �..�..�,.-. �.�.�.�.� �.�.��.�. .,.-•-�- --'---•- .1 LU , I
T > EASEMENT ` i 1 ./ .. �-�- - --
SPACE r i 1 n • Q ;
I J O
! O/
I N II ,> CIE 1 16 _ 3
- 15 i4 13 12 11 10 8 7 rj 4 1 2 1 ! �
- 1 ~ �'t LI III T / •,� 1 SILVER CHURCH
/ ' L',: �Il o I . . 1 1 1 I NOW OR FORMERLY
` q I \Y I R LAKE BAPTIST
1 �. 1 Y z W 9qQ p1'\ • I BOOK W PAGE q
- < / /• �y. \ ,� \ Al
`` Y ; O �+1-.1 I CLASS. EXEMPT RELIGIOUS
\ {4- • pi
I I USE 866-RELIGIOUS ACTIVITIES
\ \ _ m• 1 ZONE: R-15
In
y 7\ 1 I -.. _ ` . _ . :: : s s :� CiT CI 15 CI 13 C 9 CI 7 l0 ?TOA MLINTCIPAL CI 5 1 =___-
30' DRAINAGE EASEMENT-------- /• I GI 21
I 1I V 1��. � �\ �♦ 1 � ` V II �,
I . \ y \� . `• .�.�.� ��_ ^-._._....... .....- - -.�.-. ...-.-...- - _� _��_ Mw•�'
1 /� ` ♦,:A� V�� FES 1',�. RCP 25 -- � -
co I i 1` \ \ \ R P JR RCP 20 o P 1 RCP 16 v RCP U JBOP 11 RCP 9 •RCP T RCP 5 •JB I
RAP APRON - --- -- - --- - 1 1
NOW OR FORMERLY � I `; �♦ \��\ ES OUTLET \
LB PROPERTIES OF WILMINGTON y � �� �. 1 � 1 • dI ''. I I
BOOK 5685 PAGE 923 m ," �1 -•�.� Cl 22 ai 1 GI 1 CI 11 / 110 ___ ______._�� _______ _______ GI _ _._.-___ -1_� \ ___ ______
CLASS: RESIDENTIAL °------------ + • - --- -
________ _________ _______
I I\ �. .1------ i- 1 / yam`
USE 11-TWO FAMILY RES N '�` � ...
v A �, 11 A �, RCP 12 - - - - - - - - -
zoNE: R-15 DRAINAGE 11 \1\ , :\`; `\`` A 1 -_.. .,� -...�� - RC� 21 ( 112� 1 CI III m .�`gi I` 404
WETLANp/ �� a _�_�,.+.- ::.::-_ I/ I iag / 1 + CI q 1 1 d ,H ry~` C 1 I 1 I n
�\ EASEMENT I {1 '�- yt 2u , 3 24 25 26 j 2� i 132 33 34 . 35 3e CI 3 141 --4� 7 i RAILROAD SPIKE
.-• i I IN POWER POLE
ELEV
- - - - - - - - - - - - - I'llll ,li //, ; ; 1 .. _ ..i.._1..... i I-i W I NAVD81.64
UFILAND
I � I NAVD 88
JJ ----• ----- --------- --;----- - ---- t ----� - - (PERTBHTOPO)
R I 1 1= --- --------- -20' DRAINAGE EASEMENT?18 / � 1 I\\\ ; 20 DRAINAGE EASEMENT -- --
NOW OR FORMERLY o- 1 . I /f/��/�// / 1/ I /� i 1 rr.� °j 1 - �•� III
`_ --- � .._-.'... - / .....� \\ ro 1 / / \ 1 _.._/- \ ' _ 1 I NOW OR FORMERLY
MARCUCILLI, JOSEPH ET AL w / -n
I ! SOUTH COLLEGE ASSOCIATES, LLC
BOOK 5330 PAGE 2096 E1 ^ / " / / �/ '/// - BOOK 5659 PAGE 1439
CLASS: RESIDENTIAL '-'{ L' / /: •� ' i / • I �. N I \
USE: 11-TWO FAMILY RES ¢ /: / /// 1 I =° 1 ' I O 1 , // \` 1 O 1 1 --�
_ i 1 iQ I
_19 �_ _.-,_. 22 _ �_ I � 1 ! 28 �� 31 A i 37 -•-• -� 40 1 C/� I USE: 959-OTHER ERRUNIDEVELOPED LAND
DENTIAL
ZONE: R-15 II ._--' .�� I- �.. . D I .- N�.- I .�•� �•-• 1 .. 1 -• -• !
/ �• ' l fl ,% \ L _ \ I �.�, D • ti 1 D • 1 / ZONE R-15
/ . I / l 'I�I r v • -a.-' / -•�. m •-.-.-,-•-,-. -.-. .-. .T..-.- .-.-.-. ,�„ -.- w� a -. a-
`\ f/� ; I 1 :.'i i \� • _�.. . . CI 25 / 1
-------------------------T- N] - 1 11 •/ ``\} ,, 1 ...._......._. ..._..` m 1 \\ • // / _� ; m O U
}.1 YI/ ' OUTLET 1 �' _ CI 2A m \ CI 23 G
\ I
/ \,� FYI �'_ EMERGENCY m m
- - -40' UTILITY EASEMENT- - - L 20 \� - vn�1 1 1 1 \\mil ��// 30 1 `\1� Z I _ - �� it III
21 ' : 38
________________________L- _ �• ,�-� 30'-UTILITY EASEMENTtg... ������.-. ��.�.�, � I�,w�-.�..�� � I I a ,�•�.�,�.�.�[�.���. r�� �������'������•�� , w 39,,�•�• III
UPLAND --� ----- y ----J --- -- -- ---- -� I--------�0 D__N'nn ---- ------ `--ranw
�.� P- .---- 20 UTILITY EASEMENT I-L------ - - - - ------ , ------ T -- ---------------- Y
---------- --- TS' UTILITY EASEMENT T I--- I lily
---__ - L_ Mal 4.. ' S55°25'27"W_ - 1177,5T. _..- 20' ACCESS EASEMENT `-. .. .. 13-- t -.1$ _UTYLYT1rEASEAO€M T• _ .. " -.._ 1-6____ z =_ _ N I - III
. lo -.- --=__-1`-- - -'- ---.-_- -.-- - --- _^_-- _-_ -- _ --.... r -. 1�- -.------ o
NOW OR FORMERLY ,1`\ \� I .. -..- _. _____ ___________________________
PADGETT, DEMETRIA I \ �� w.... .. .. I ICI - ....-. 1 < L
BOOK 4480 PAGE 74 NOW OR FORMERLY
C POSADAS, HENRY C \ NOW OR FORMERLY
CLASS: RESIDENTIAL STEWART,NOW OR M CHAELf KR AND MICHELE L I < I BOOK 5281 PAGE 5052 RIGGS. DONALD AND DONNA
USE: 11-TWO FAMILY RES \ NOW OR FORMERLY ( I rt CLASS: RESIDENTIAL BOOK 5013 PAGE 1858
ZONE: R-15 I \ I�, I CLASS: RE4IDENTIAL 9912 AGE DOUBO WIDE I USE: 10-SINGLE FAMILY RES \ CLASS: RESIDENTIAL
FAMILY BRESMIDE I j�
WINTER, WALTER 0
BOOK 2364 PAGE 758 n 1 1
\ CLASS: RESIDENTIAL Im USE: 10-SINGLE FAMILY RES z I \ ZONE: R-15 I !'
\ USE: 11-TWO FAMILY RES 3 , ZONE: R-15
� I
ZONE: R-15 Iz
\\ I NOW OR FORMERLY
\ I I I SAILFISH DEVELOPMENT SW STRUCTURE SCHEDULE 1 I I r
\ I I AND RENTALS ID GUTTER/RIM INVERT(S) PIPE(S) IN PIPE OUT DA ` ,
BOOK 2491 PAGE 744 PIPE SCHEDULE
NOW OR FORMERLY \ I I CLASS: RESIDENTIAL Cl 1 18. 15.5 - 1 0.2B V E
WINTER. WALTER 0 \ ; I 1 USE: 11-TWO FAMILY RES Cl 2 18.3 15.4 1 2 0.32 ID SIZE LENGTH INV IN INV OUT
BOOK 1534 PAGE 165 \ I ZONE: R-15 CI 3 17.4 14.6 - 3 0.28 RCP 1 18 22 15.5 15.4 �• I ,,....,, ..,}9
Z CLASS: RESIDENTIAL I I Cl 4 17.4 14.5 3. 26 4 0.26 RCP 2 1 48 15.4 14.4
USE: 11-TWO FAMILY RES \ I I
ZONE: R-15 \ CI 5 16. 14.0 6 0.33 RCP 3 18 18 14.6 14.5
\ CI 6 16.8 13.9, 13.4 5. 6 7 0.15 RCP 4 1 52 14.5 14.4 BY
Cl 7 16.1 13.4 - 8 0.29 RCP 5 1 71 14.4 13.9
o I \\ CI 6 16.1 13.3. 12.8 7. 8 9 0.33 RCP 6 1 22 14.0 13.9
CI 9 15.7 12.9 10 0.23 RCP 7 4 106 13.4 12.8
z I \ CI 10 15.7 12.8, 12.3 9. 10 11 0.29 RCP 8 18 22 13.4 13.3
CI 11 15.4 12.7 - 12 0.30 RCP 9 4 85 12.8 12.3
Cl 12 15.4 12.6 12, 27 13 0.28 RCP 10 1 22 12.9 12.8 STORMWATER DRAINAGE AREA
Cl 13 15. 12.5 - 15 0.34 RCP 11 24 48 12.3 12.2
i° C1 14 14. 12.0, 11.9 16, 15 16 0.32 RCP 12 18 18 12.2 11.9 ADAMS LANDING
CI 15 14. 12.1 - 17 0.29 RCP 13 18 32 12.6 1 .6
1 CI 16 14.8 12.0. 11.5, 16, 17 18 0.32 RCP 14 4 76 12.2 11.9
a_ 11.0 RCP 15 18 22 12,5 12.4
Cl 17 14, 11.8 - 19 0.22 RCP 16 4 106 11.9 11.5
Cl 18 14.5 11.7. 10.7 i • 19 20 .28 RCP 17 1 22 12.1 12.0 4728 8, 4800 CAROL INA BEACH ROAD
Cl 19 14. 11.5 - 21 0.28 RCP 18 80 11.0 10.7 MASONBORO TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
D Cl 20 14. 11.4 21. 26 22 0.29 RCP 19 18 22 11.8 11.7 \\\\51111111/////
o Cl 21 14. 11.5 - 24 0.43 RCP 20 30 48 10.7 11.4 \�\\ t� �AR�< //G DESIGNED: JHF
R E V I 5 I 0 N 5 Cl 22 14.3 11.4. 10.4, 23, 24 25 0.25 RCP 21 18 18 11.5 11.4 `�'C• �2 OWNER: CBR WILMINGTON. LLC
3 9.9 RCP 22 18 52 11.4 14.4 O,' F 9 13515 NC HIGHWAY 210
a a Y N AT N Cl 23 17. 14.9 - 26 0.43 RCP 23 30 28 14.4 10.4 :2.�0 <•. _ ADDRESS: ROCKY POINT, NC 28457 DRAWN: JHF
LINE TABLE Cl 24 16.4 13.7 - 27 0.38 RCP 24 18 22 11.5 11.4 _ :a SEAL _
• °� LINE DIRECTION DISTANCE Cl 25 14. 11.8 - 28 0.41 RCP 25 6 158 9.9 35677 PHONE I9101 675-BOOM
�• APPROVED: JHF
O C7 ° JB 1 17.4 14.4 2. 4 5 - RCP 26 1 130 14.9 14.5 i� • F .
Z Z L1 S20 09 16wE 45.04 JB 3 15.4 14.q 12.2 20, 22 23 - RCP 28 111, 13 14 RCP 27 8 130 11.8 it.4 /p4
L2 S01 2516E 23.41 50 25 0 50 100 FES 1 - 9.0 25 - - RCP 29 4 46 10.0 %\ AASTROUD ENGINEERING, P.A. DATE' 9/19/2013
v Z L3 S15°2624"E 17.96' FES 2 - 10.0 29 - - RCP 30 18 76 18.8 18.5
7 3 L4 S73°59'53"E 11.92' FES 3 18.8 - 30 0.26 __
102-D CINEMA DRIVE SCALE: 1 50'
.. . DAVID L. ME IUS, P.E
GRAPHIC SCALE: 1 = 50 FES 4 8.5 30 - - WILMIN815- NORTH 910) NA
o a L5 S42°39'49"E 16.05' S�6 --- _____
� � OS SEE DETAIL SEE DETAIL - 29 0.85 GATE-- t9101 815-0775 Y9101 815-0593 FAX SHEET: q
a o

PROVIDE REBAR TRASH RACK ON TOP OF COASTAL PLAIN SITE STABILIZATION SCHEDULE
4'X 4' CONCRETE OUTLET STRUCTURE ,.y 1. Fertilize and lime per recommendations of soil
"RWY POND VEGETATION NOTES: tests or apply 2,000 lb/acre ground agricultural
3 -......_...-....._.................TOP.4F.P0NO.1.5,30-..... ------...---...........................-.._........... -------- ---- 3 limestone and 750 lb/acre 10-10-10 fertilizer.
TEMPORARY POOL 11 92 THE 10:1 VEGETATED SHELF SHALL INCORPORATE A MINIMUM OF THREE SHALLOW WATER EMERGENT PLANT 2, Incorporate lime/fertilizer 4-6 inches.
1 10 ---- - T - ' --- --- ----- -"-- ....... 1 0 1 SPECIES BELOW THE PERMANENT POOL AND THREE SHALLOW LAND HERBACEOUS PLANT SPECIES ABOVE THE 3. Roughen steep slopes by tracked machinary.
OVIDE GROUNDCOVER PER PERMANENT POOL AT A RATE OF 1 PLANT PER 8 SQUARE FEET.
AFFFIX RACK 7o Box BY TURNING 5'W[DE 10: 1 1 PERMANENT 1 4. Select species based on season. Refer to tables.
"orDOWN ENDS. DO NOT GROUT. FOREBAY SEEDING SCHEDULE ABOVE VEGETATED SHELF AREA ABOVE PERMANENT POOL:_2420-. PROVIDE _3.00_ EMERGENT PLANTS 5. Broadcast seeds evenly and cover by raking
VEGETATED SHELF 2 2 2 2 or dragging a chain. Firm soil by rol I ing.
HEIR 10.50 THE VEGETATED SHELF
ABOVE AND BELOW 1� �1 1 5'WIDE 0: 1 REFER TO EROSION d SEDIMENT VEGETATED SHELF AREA BELOW PERMANENT POOL:-3490_-. PROVIDE 4 30_ HERBACEOUS PLANTS 6. Apply straw rtulch at a rate 1-2 tons per acre.
PERMANENT POOL �1 VEGETAT D SHELF Anchor straw by tacking with asphalt. netting,
IN MAIN POND ABOVE PERMANENT CONTROL CONSTRUCTION AND RECOMMENDED EMERGENT PLANTS INCLUDE: or a mulch anchoring tool.
FOREBAY BOTTOM 6.00 POOL [N FOREBAY MAINTENANCE SPECIFICATIONS y g
A disk with blades set near) straight can be
REFER TO POND WATER PLANTAIN. SWEET FLAG, FOXTAIL, BENGAL TIGER CANNA. SAWGRASS CYPERUS, FLAT SEDGE. used as a mulch anchoring tool .
VEGETATION NOTES POND BOTTOM1.00 REFER TO POND VEGETATION NOTES 7. Refertilize if growth is not fully adequate.
REFER TO POND HEXAGONAL IRIS, NELSONS IRIS, SLENDER BLUE IRIS, BLUE FLAG IRIS, BLUE FLAG IRIS, COPPER Reseed, refertilize and mulch immediately
TOP OF TEMPORARY POOL MEASURED VEGETATION NOTES IRIS, SOFTRUSH, SALT-MEADOW GRASS. PRIMROSE WILLOW, RICE, ARROW ARUM, COMMON PLANTAIN, following erosion or other damage.
AT INVERT OF SLOT PICKERELWEED, DUCK POTATO, BULLTONGUE, ARROWHEAD SAURURUS, LIZARD TAIL, THREE-SQUARE
BULRUSH. WILD RICE. WATER MILLET
BOTTOM OF TEMPORARY POOL MEASURED AT PERMANENT SEEDING TABLE 1
INVERT OF 3" PVC THROUGH FITTING POND PROFILE RECOMMENDED HERBACEOUS PLANTS INCLUDE:
45 BEND Seeding Dates Recommended Planting Rate ( lb/cc)
PROVIDE 1 .5' BETWEEN FLANGE N• T. S• SWAMP MILKWEED, SEDGES, WHITE TURTLEHEAD, AMERICAN CRINUM LILY, SWAMP LILY, WHITE STAR GRASS, Feb. 15_- Apr. 1 Tall Fescue Mixture see table 2
OF 45 BEND AND REDUCER TO WILD AGERATUM, DWARF JOE PYE WEED, JOE PYE WEED, SWAMP SUNFLOWER. PINEL ANDS MALL DWI SCARLET Sep. 1 - Nov. 1
ACHIEVE 1 ' ORIFICE DEPTH ROSE MALLOW, NECHES RIVER MALLOW, VELVET MALLOW. ROSE MALLOW, SPIDER LILY, SPRING MARSH SPIDER Apr. 1 - Aug. 1 Hybrid Bermudogross see table 2
LILY. DWARF SPIDER LILY, TRAUBS SPIDER LILY, SEASHORE MALLOW, CARDINAL FLOWER, BLUE LOBELIA,
PLUMEGRASSES, ATAMASCO LILY Apr. 1 - Jul. 15 Common Bermudogross see table 2
3" PVC CAP W/ ORIFICE Mar. 1 - Jul. 1 Centipedegrass see table 2
DRILLED IN CENTER POND SLOPES ABOVE THE VEGETATED SHELF SHALL BE STABILIZED PER THE SITE STABILIZATION SCHEDULE.
POND SHALL BE KEPT FREE OF CATTAILS. PERMANENT SEEDING TABLE 20-LOW MAINTENANCE MIXTURES
�( GALVANIZED WIRE CLOTH
TRASH SCREEN OVER PVC CAP DO NOT PLANT TREES OR WOODY VEGETATION WITHIN 10 FEET OF THE TOP OF BANK. Site Description Recommended Planting Rate ( Ib/ac)
MAXIMUM WIRE SPACING 0.5" 80
SECURE CLOTH AROUND
-/ SKIMMER HEAD WITH A Well to poorly Tall Fescue Mixture
PIPE CLAMP drained soils Pensacola Bahiagrass 50
Kobe Lespedezo 40
Dry to well Pensacola Bohiagross 50
R\ drained soils Common Bermudogross 30
Kobe` 10
FLATTEN INTO DUCKBILL German Millet10
SHAPE 0.75' FROM END
OF CAP WITH CABLE TIES Swales Common Bermudogross 40-80
OUTLET STRUCTURE DETAIL 4' "L " PERMANENT SEEDING TABLE 2b-HIGH MAINTENANCE MIXTURES
N. T. S. STORMWATER POND Site Description Recommended Planting Rate I Ib/ac)
TABLE OF DIMENSIONS A PIPE A Well to poorly Tol I Fescue Mixture 200
0 0 o drained soils Rye Grain 25
TOP OF BANK- 15 . 30 ° �`b a� Dry to well
70' EMERGENCY WEIR- 14 . 80 _ C L n S S " " B drained soils Hybrid Bermdagrass 50
25 YR TEMP POOL- 14 . 28 _ R 1 P R A P Well drained
DENR TEMP POOL- 14 . 28 "W" sandy loam to Centipedegrass 10-20
TOP OF SHELF- 11 . 00 FLARED END 1�0. o �$ °� sand. lawns.
PERMANENT POOL- 10. 50 SECTION 2 °ao 0o c Notes:
PLAN ylEw For seeding outside of recommended dates and/or
BOTTOM OF SHELF- 10. 00 for temporary stabilization, refer to temporary
% BOTTOM FOREBAY- 6. 00 FINISH GRADE seeding table.
TOP OF BANK
BOTTOM POND- 1 . 00
For highly erosive areas or as directed by an
PIPE FLOW LINE engineer, sod shall be provided.
-o ._ _
TOP OF BOX- 14 . 30
ill / SLOT SIZE- ( 3 ) 2 . 00' x 0. 33 ' CLASS B 1�81�1 -
I j I j j j SLOT INVERT- 11 . 92 ' ' TEMPORARY SEEDING TABLE
RIP RAP FILTER FABRIC
I ( j ORIFICE DIAMETER- 2 . 50° SECTION A-A Seeding Dates Recommended Planting Rate ( lb/oc)
1 j j l ORIFICE INVERT- 10. 50 Dec. 1 - Apr. 15 Kobe GLeespedezo with 100
FILTER FABRIC TO BE TREVIRA Rye
j INVERT OUT- 10. 00 SPUNBOUND TYPE 11/120 Apr. 15 - Aug. 15 German Mi I let 40
I I ( _- F E S 1 - 9 . 00 Aug. 15 - Dec. 1 Rye Grain 120
- FES 2- 9 . 50 RIP RAP APRONS SHALL BE PROVIDED
J ON DOWNSTREAM ENDS OF CULVERT
FLARED END SECTIONS SOD INSTALLATION
7Z
- - - 1 . Fertilize and Time per recommendations of soil
I ;/ al RIP R A P APRON DETAIL tests or apply 100 Ib/1,000 sf ground agricultural
I III __
limestone and 25 Ib/1 ,000 sf fertilizer. In the
i 1 I 1 I 1 NTS fat I , use 10-10-10. In the spring, use 5-10-10.
1 � � j / �/� 2. Incorporate lime/fertilizer 4-6 inches.
RIP RAP APRON SCHEDULE 3. Rake or harrow to achieve o smooth final grade.
- --
A. Roll to achieve a smooth, firm surface on which
PIPE LENGTH WIDTH to lay the sod.
15 7.5' 3.8' 5. Lightly rake and irrigate top layer of soil just
18 4.5' prior to installation.
24 12.0' 6.0' 6. Lay sod in a staggered, brick like pattern with
�0 15.0' 7.5' the longest dimension perpendicular to the slope.
36 18.0, 9.0, Avoid gaps. Use o knife to fit irregular shapes.
7. Roll sod lightly after installation to ensure
good sod to soil contact.
8. Irrigate initially to wet soil to a depth of 4".
Keep soil moist for 2-3 weeks thereafter or until
sod has taken root.
NX
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�0 INC OT ROADWAY STANDARD DRAWINGS
24' OFFSET INCORPORATED BY REFERENCE:
VA VL
\� 50' RIGHT OF WAY
DROP INLETS IN RAW SHALL CONFORM TO:
/� l ' '
�) ; 840.45 (PRECAST DRAINAGE STRUCTURE)
1l1
I I I 5' 7' 2' 11' 11' 2' 7' 5' AND
II 1 5' SIDEWALK 50' R W
I� 1��� � i Ill � I �� ��� ►�� ��� ►�� - ►�� ��� ►�� ►� � 840.16 (TRAFFIC BEARING DROP INLET FRAME AND GRATE)
r ; 24" VALLEY CURB 22' ASPHALT
PROVIDE 5' (MIN) � � � � � � �� ����� �li; li � 7 4" PER FT 1" P
TOP OF BERM WIDTH � il� ���� JI i I ! -� PER FT JUNCTION BOXES IN R W SUBJECT TO TRAFFIC
I ! I I I I I I i I l I l l i �: 7/i, / / /il MPX 4 PER FT
j IN FILL SECTIONS. � / � -� LOADS SHALL CONFORM T0:
3'•1 OFFSET CUL DE SAC DETAIL 840.45 (PRECAST DRAINAGE STRUCTURE)
li II Ijlljll1 ///� / 3 3 AND
SIDEW1<
ALK 1 = 50 840.54 (TRAFFIC BEARING MANHOLE FRAME AND COVER)
3:1 BACK SLOE ; 1 ���� f I �� o VALLEY CURB 6" ABC 1.5" SF 9.5A o
TIE TO EX GRADE j j j j I�
/ � ASHPALT �
I AT ELEV = 11.0' x x
���I c_a SIDEWALKS AND RAMPS SHALL CONFORM TO:
� II '�I III i /// / �� � 848.05 (WHEELCHAIR RAMP)
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LOCAL RESIDENTIAL ROAD SECTION
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/
/ I SIDEWALK NOTE:
SIDEWALK THICKNESS SHALL BE 6" AT DRIVEWAYS. R E V I $ I 0 N $
/ll'l l ill I Y NO. DATEDESCRIPTION
ECEIVE
40' RIGHT OF WAY MAY 2 3 2014
ASPHALT BY.
SYMMETRICAL CU ADETAIL
5 ' 5' 4' 2' s' 9' r 4' s C L D E SAC
z o TIC -, _��� Ili1 1' = 50'
co PER FT 1" PER F7
PER FT STORMWATER DETAILS
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G�"G VALLEY CURB 6 ABC 4 SIDEWALK
p 1.5" SF 9.5A �
" _ r _ ASHPALT 4728 8, 4800 CAROLINA BEACH ROAD
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1 O o = = MASONBORO TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
70' EMERGENCY jl �Q��E 0��'Y�ii OWNER: CBR WILMINGTON, LLC
3 OUTFALL `2 �F <9 - DESIGNED: JHF
CUL DE SAC ROAD SECTION = Op SEpU 9 - ADDRESS: ROCKY POINT. 1 28457 DRAWN: JHF
.. .. _
3561� PHONE: ( 910 ) 675-8001
1" - 5' _
Z Z NOTE: �� �FNCINE.F_is � APPROVED: JHF
POND PLAN ROADSTHIS ELESOSN IS THANP011CMBES IN DEAD END
'''7��/ Ijj11 ?```'`` STROUD ENGINEERING, P.A. DATE: 9/19/2013
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__3 - � " = 30' SIDEWALK NOTE: - ---- SCALE: AS NOTED
� 3 DAVID L ME Tus. P.E V910)
02-D CINEMA DRIVE
O a SIDEWALK THICKNESS SHALL BE 6" AT DRIVEWAYS. ILMINGTON, NORTH CAROLINA
GATE T -7 -- 815-0775 (910) 815-0593 FAX SHEET:
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Sheet List Table
PENDER EMS & FIRE Sheet Number Sheet Title
CO Cover Sheet
G1.1 General Notes and Index
29 ,
Existing Condition and Demolition
T I NHWYO
421 C t.2 Site Development Plan
T EC.l Erosion Control Plan
EC.2 Erosion Control Details
EC.3 Erosion Control Details
PENDER COUNTY NORTH CAROLINA C2.1 Water and Sewer Plan
� C2.2 Water and Sewer Details
C3.1 Paving, Grading, and Drainage Plan
C3.2 Drainage Profiles
C4.1 Paving, Grading, and Drainage Details
PREPARED FOR • C4.2 Paving, Grading, and Drainage Details
C .3 Paving, Grading, and Drainage Details
C E R EMS AND FIREJNC . C4.4 Paving, Grading, and Drainage Details
PENDLandscape Plan
L i.2 Landscape Details
A NORTH CAROL.INA N-ON-PROFIT CORPORATION APPROVED =yam
NORTH CAROLINA ENVIRONMENT&
805 R I D G E\ A / DOD AVENUE iW1ANAGEMENT COMMISSIO
AW NORTH CARO LI NA 28425 REVISION HISTORY
BURG ,
PIN # 2284-82-7580-0000
- - F E B R U A R 1 24, 2014 REV. NO_ REVISION - BY DATE
SUBMITTAL HISTORY
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SUBMITTED TO DATE
Approved by the Pender County Unified Development Administrator Date
(Site plan valid for two (2) years from approval date.)
North Carotins
THOMASHUTTON
H THOMAS & HUTTON
EC
Engineering Surveying Planning GIS I Consulting �cauCe>uer 24V � Engmeeringl Surveying l Planning lGlS I Consuling
� MAR 2 4 2014
Call Before You Dig 215 South Kerr Avenue • Unit B
"Its The Law" BY. Wilmington, NC 28403
Savannah, GA ( Brunswick, GA Charleston, SC Myrtle Beach, SC Wilmington, NC 1-800-632-4949 p.910.332.3360 f.910.332.3361
w Ahomasandhutton.com
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EROSION CONTROL LEGEND WATER LEGEND .............. , ,
DESCRIPTION PLAN SYMBOL DESCRIPTION EXISTING PROPOSED 3Q' al�w o
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FIRE HYDRANT W/VALVE IN BOX ® `¢'oap. d1.0
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s ] ABBREVIATIONS '
STORM DRAIN INLET PROTECTION - TYPE A ® HOPE HIGH DENSITY POLYETHELENE LF LINEAR FEET SF SQUARE FEET
FILTER FABRIC SOT - BOTTOM MAX MAXIMUM SS SANITARY SEWER
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STORM DRAIN INLET PROTECTION - TYPE E i I
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CPP CORRUGATED PLASTIC PIPE MH MANHOLE TG TOP OF GUTTER z
SURFACE COURSE CURB INLET FILTER
DP DUCTILE IRON PPE OC ON CENTER TP TOP OF PAVEMENT
EL ELEVATION PC POINT OF CURVE TW TOP OF WALK
FG FINISH GRADE PH POST HYDRANT TYP TYPICAL Z
DRAINAGE LEGEND
FM FIRE HYDRANT PT POINT OF TANGENT W WATER c
DESUIPTION EXISTING PROPOSED OTHER UTILITIES LEGEND F-° _ c
FM FORCE MAIN(SANITARY SEWER) PVC POLYVINYL CHLORINE W/ WITH
U � M H
FR FRAME RCP REIEORCED CONCRETE PPE WY WATER VALVE �"' C on O
PPE - - - - - - - - —•— — — — — DESCRIPTION XISTI G North Carolina th
GI GRATE INLET RJP RESTRAINED JOINT PPE YI YARD INLET
2C 0 L NATURAL GAS GAS GAS = m p $ U
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GV BATE VALVE R/W RIGHT-OF-WAY a C D H
CURB MLR INV INVERT ELEVATION SD STORM DRAINAGE TELEPHONE O T OHT
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- ELECTRICITY OH° O HP Z .,_ U
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DESCRPTION EXISTING PROPOSED
GRAVITYPIPE ss c\j
SINGLE ERVICE LATERAL
SU/ MEY p1p7F$; GEAIERAL 6=- a 1-
SITE 04T/4
DOUBLE3ERVICE LATERAL � BOUNDARY & TOPOGRAPHIC INFORMATION OBTAINED FROM SURVEY BY THOMPSON 1. NO CERTIFICATION OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE 13. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO STATE AND '' U 3:_
LOCAL CODES. OWNER: PROPOSED BUILDING:
SURVEYING CO., DANIEL H. iHOMPSON, PLS; [phone]. IMPROVEMENTS HAVE BEEN COMPLETED AND ACCEPTED BY OWNER, PENDER EMS AND FIRE, INC. BUILDING AREA = 5,100 S.F. Z W
ENGINEER, AND PENDER COUNTY.
14. CONTRACTOR TO SUBMIT ALL SITE CONSTRUCTION SHOP DRAWINGS TO OWNER OR 805 RIDGEWOOD AVENUE MAXIMUM BUILDING HEIGHT = 50'
MANHOLE O CONTOUR INTERVAL: ONE (t) FOOT OWNERREPRESENTATIVE FOR APPROVAL. ANY SUBSTITUTIONS OR REVISIONS TO BURGAW. NORTH CAROLINA 28425 PROPOSED BUILDING HEIGHT = 20' • � in
2. ALL CONSTRUCTION TO COMPLY WITH FEDERAL, STATE AND PENDER Q
MATERIALS OR CONSTRUCTION METHODS SHALL BE APPROVED BY THE OWNER OR N
DATUM: VERTICAL: N4VD86 HORIZONTAL- NC GRID (NAD83/NSRS 2011) COUNTY STANDARDS. z z
CLEANOR GI � OWNER REPRESENTATIVE PRIOR TO CONSTRUCTION. PHONE- [phone] PARKING REQUIRED. N J
3- NOTIFY PENDER COUNTY INSPECTOR 48 HOURS BEFORE BEGINNING OF
CONTACT WOODY SULLIVAN LI. O Z
TEMPORARY BENCHMARK• SET ON IRON STAKE, ELEVATION: 38.76 l5. CONTRACTOR SHALt R£F£R TO LAYOUT PLANS FOR THE LOCATION ANp EMS & FIRE STATION: LL M t� Z
EVERY PHASE OF CONSTRUCTION DIMENSIONS OF PROJECT ENGINFAER. 1 PER EMPLOYEE PER SHIFT
THE LOCATION OF UNDERGROUND UTILITIES SHOWN IS APPROXIMATE BASED ON SURFACE 4. CONTRACTOR SHALL VERIFY ACCURACY OF TEMPORARY BENCHMARKS THOMAS & HUTTON ENGINEERING CO. I PER FACILITY VEHICLE I— Q
FORCEMNN --- -- 10"FM -- - -- 10"FM - ----- ID"FM -'---- 10"FM - FIELD EVIDENCE AND INFORMATION SUPPLIED BY UTILITY AGENCIES. THE SURVEY 16. CONTRACTOR TO PROVIDE ALL EROSION CONTROL MEASURES AS REOUIRED BY 215 S. KERR AVENUE, UNIT 8 C =
MAKES NO CERTIFICATION AS TO THE COMPLETENESS OF THE LOCATIONS SHOWN PRIOR TO USING r M FOR coxsTRucTION a: Q �
STATE AND LOCAL AUTHORITIES. REFERENCE EROSION CONTROL SHEETS FOR WILMINGTON, NC 28403 TOTAL REQUIRED: Z
e HEREON. APPROPRIATE UTILITY COMPANIES SHOULD BE CONTACTED FOR VERIFICA77ON OF MORE xOTES AND DETAILS ALL MEASURES SHALL BE MAINTAINED, REPAIRED PHONE. [phone] M/p/- = 8 O
VALVE ND BOX LOCATIONS PRIOR TO ANY CONSTRUCTION ACTIVITY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATIONS. z W
CONTACT NC ONE CALL (PH.* 800-632-4949). THE EXISTING UNDERGROUND ANQ/OR REPLACED AT THE CONTRACTORS EXPENSE UNTIL PROJECT IS CONTACT.- JACK D. REEL, P-E., LEED AP Q CA
COMPLETELY STABILIZED. PARKING PROVIDED: }
UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE 1NFORMA TION- THE
THE PROPERTY lS NOT LOCATED IN A 100 YR. FLOOD HAZARD AREA AS DESIGNATED ON PROPERTY INFORMATION. F LLI
FLUSH WDRANT F.EM.A. F.LR.M. MAP PANEL 3720228300J, DATED FEBRUARY 16, 20OZ CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT REGULAR (9x18.5): 7 SPACES V? Z
LOCATION AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO !T. DAMAGE TO INFRASTRUCTURE, PUBLIC OR PRIVATE PROPERTY, AND/OR HANDICAP (9 x18.5�: 1 SPACES cS O W Z
VEGETATION SHALL BE IMMEDIATELY REPAIRED OR REPLACED 8Y CONTRACTOR. PAR G O
BEGINNING DIGGING OPERATIONS. IF UTILITIES OTHER THAN THOSE SHOWN TOTAL: 8 SPACES
PIN: 2284-82-7530-0000 L) I1_
REDUCEI ❑ ■ ARE ENCOUNTERED WRING CONSTRUCTION, THE CONTRACTOR SHALL W J
NOTIFY THE ENGINEER IMMEDIATELY AND TAKE STEPS TO PROTECT THE /8. ANY DAMAGE TO EXISTING PAVEMENT ON ADJACENT STREETS MUST BE REPAIRED APART OF W a
LINE(S) AND ENSURE CONTINUED SERVICE. DAMAGE CAUSED TO EXISTING AT CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE ENGINEER. DEED BOOK 4386, PAGE 0085 /y p C5
BACKFLiW PREYENTOR ES UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR. ii Lu
�
_ 19. WHERE FIELD INSPECTIONS ARE REQUIRED BY THE COUNTY, STATE AND/OR EXISTING USE.- VACANT W a U) W
CROSS I I PLANNING & ZONING: STORMWATER & EROSION CONTROL: 6- THE CONTRACTOR SHALL CONFIRM THE CONNECTION POINTS OF NEW ENGINEER THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 PROPOSED USE. FIRE STATION 0 Z
PENDER COUNTY NCDENR - WILMINGTON REGIONAL OFFICE UTILITIES TO EXISTING UTILITIES PRIOR TO BEGINNING NEW CONSTRUCTION. HOURS IN ADVANCE TO SCHEDULE SUCH INSPECTIONS. W_ 805 S- WALKER STREET 127 CARDINAL AVENUE ZQNll�fzt GI (GENERAL INDUSTRIAL) Z LLI
I- ( I P.O. BOX 1519 WILMINGTON, NC 28405 L THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL 20. A COMPLETE SET OF APPROVED DRAWINGS AND SPECIFICATIONS MUST BE W 0
TEE
BURGAW, NC 28425 PH: (910) 795-7215 IS DISCOVERED PRIOR TO BEGINNING ANY REMOVAL OPERATION. MAINTAINED ON SITE AT ALL TIMES THAT THE CONTRACTOR IS PERFORMING CAMA LAND USE RURAL AREAS �'
_ PH: [phone], FAX: [phone] WORK. THESE DRAWINGS SHALL BE MADE AVAILABLE TO THE OWNER. OWNERS LJ
90" BEND - HORIZONTAL I I ELECTRIC: 8. CONTRACTOR SHALL GRADE ALL AREAS SUCH THAT WATER DRAINS TO THE REPRESENTATIVE. PENDER COUNTY AND/OR NCDENR PERSONNEL AT THEIR SETBACKS: Q
BUILDING INSPECTIONS: PROGRESS ENERGY APPROPRIATE RIGHT-OP-WAY, EASEMENT, OR SCALE PRIOR TO FINAL REQUEST FRONT: 50' z
45' SEND - HORIZONTAL ! / I -PENDER COUNTY 5700 HOLLY SHELTER ROAD APPROVAL. SIDE. 25'
805 S. WALKER STREET CASTLE HAYNE, NC 28429 2I. ANY REVISIONS DURING CONSTRUCTION WHICH ALTER THE SITE LAYOUT, REAR: 25'
P.O. BOX 1519 KEVIN LEATHERWOOD 9- ALL STORM DRAIN PIPE INVERTS IN AND OUT ARE THE SAME AS THE BOX CONSTRUCTION METHODS, OR DRAINAGE MUST BE SUBMITTED AND APPROVED IN
22-W BEND - HORIZONTAL I BURGAW, NC 28425 PH: [phone] INVERT UNLESS OTHERWISE NOTED ON THE PLAN AND/OR PROFILE SHEETS. WRITING BY THE ENGINEER.
PH: [phone], FAX: [phone]
Ihxt" BEND - HORIZONTAL I I CABLE. INTERNLT- & TELEPHONE 10. ALL AT GRADE UTILITIES SHALL BE LOCATED OUT OF THE CURB LINE 22. ONE CONTRACTOR 1S RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION PERMITS _ JOB N0: J-24724-0000
SEWER: CHARTER COMMUNICATIONS, INC. NECESSARY FROM OTHER RESPONSIBLE AGENCIES OTHER THAN NCDENR '"" r` --" ; ? Q DATE: 2/24/2014
PRIVATE ON-SITE TREATMENT & DISPOSAL CAROLINA BEACH - HOLLY RIDGE - A APPROVAL OF PLANS DOES NOT AUTHORIZE GRADING OR ANY OTHER STORMWA TER PERMIT AND NCDENR LAND DISTURBANCE PERMIT, DRAWN: KWL
BEND - VERTICAL I I I JACKSONVILLE DISTURBANCE TO ADJACENT PROPERTIES. IF FIELD CONDITIONS WARRANT 1014 DESIGNED: KWL
WATER: JOE GAUGHAN, BUSINESS ACCOUNT EXECUTIVE OFF-SITE GRADING OR DISTURBANCE, CONTRACTOR SHALL NOTIFY OWNER 23. CONTRACTOR RESPONSIBLE FOR COOROINA TION OF TEMPORARY AND PERMANENT �1k,e: 2 9 REVIEWED: JHR
i PENDER COUNTY UTILITIES PH: 910 368-7663 OR OWNER REPRESENTATIVE POWER INSTALLATION AND LAYOUT FOR POWER/PARKING LOT LIGHTING WITH
PLC ( ) APPROVED: JHR
605 EAST FREMONT STREET PROGRESS ENERGY
BURGAW, NC 28425 12. ANY GRADING BEYOND WHAT IS DEPICTED IN THE APPROVED AND PERMITTED BY.•, -- SCALE: AS SHOWN
MICHAEL MACK, PENDER COUNTY UTILITY DIRECTOR PLANS IS A VIOLATION OF THE STATE'S EROSION CONTROL AND GRADING 24. REFERENCE PLAN AND DETAIL SHEETS FOR ADDITIONAL NOTES.
PH.' [phone] REQUIREMENTS AND MAYBE SUBJECT TO A FINE- THE CONTRACTOR SHALL 25 A PRE-CONSTRUCTION MEETING WITH PENDER COUNTY AND NCDOT MUST BE HELD M
BE RESPONSIBLE FOR PAYMENT OF ALL FINES DUE TO VIOLATIONS.
PRIOR TO BEGINNING ANY WORK IN PUBLIC RIGHT-OF-WAY. IEG �

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/ - - 42.3 \ \--'-- __ - }4464 }41.6 / j' \ // }434 -. - - - _ ��.9 \ o \\
EXISTING METAL FENCE POST I }42.0 }al j}43.2 \ // \ \` �39.3
` I \ / - 42g1
NC GRID COORDINATES- _ - - - - - - - - - - - I
(NAD83/N3RS 2010 / % / ` ` - aZ_4 42.5 ; ! I i I I j z
N: 237296.2E z_ - - - / \ }42.7 \ 42 6ep`g
E: 2289043.Sbts 426 / \ 42 6 - 1 I 1
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MAR 242014 W
45.7 \ \ Call Before You Dig �..
\ }45.9 BY:_- AIMS771¢I:aW' JO NO: J-24724.0000
1-800 632 4949
1
/ DATE: 2/24/2014
/ \\ }45 a i \ %/_+ DRAWN: KWL
}46 2 \ I \ / 1 DESIGNED: KWL
- `-.�� _ j GRAPHIC SCALE REVIEWED: JHR
47! zo o io zo ♦o so APPROVED: JHR
\ .T45.1 , 45 6 SCALE: 1. = 20'
1' <�
\ \\ � IN � > ciel
\�}47.1 1 inch = 20 it
x

I
�`�6tUMuuuNeO�h+��'4'
S �0
NOT S: `s�p.....�.. ,
a O . Z Z '.
I. ACCESSIBLE ROUTE - EXTERIOR: U -�� aow m • v
e¢: fly-Wci0i : a3
MINIMUM CLEAR WIDTH IS 5'. IF ACCESSIBLE ROUTE HAS LESS THAN 5 CLEAR WIDTH, THEN PASSING i Z V ° oma�v. •a
iS=. 1--=0 a • tee
SPACES AT LEAST 5'X5' SHALL BE LOCATED EVERY 200' OR.LESS (INTERSECTING SIDEWALKS MEET --� fit. .. (a a
THIS REQUIREMENT). LONGITUDINAL (RUNNING) SLOPE MAY NOT EXCEED 5% UNLESS RAMP IS i L ��i�dOyp ..•••••, ..•'L1�'�`�`�
`§ INSTALLED (RAMPS MAY NOT EXCEED 8.33%). CROSS SLOPE MAY NOT EXCEED 2%. GAPS IN ROUTE 25 qg�
MAY NOT EXCEED 1/2' IN WIDTH. fP1nNgUSUtntNt
2- FINISHED SURFACE HEIGHT DIFFERENCE REQUIREMENTS: MEDIAN CRo$$OVER �^
8 A. 0 TO 1/44: NO REQUIREMENTS ri 1 (SEE DETAIL) --"'�f tppNlllllb�y�
Iss
C. LARGER(THAN %2 EL CONFORM M TO REQUIREMENTS FOR RAMP DITCH
__��' c+1TH 1:2 SLOPE
� �`'``'
i BENCHMARK: Crlr p ����P:' .•0 �i�`,
i �, �CF �.�� 6
3. RAMPS: SET ON ItON STAKE 421 ,_ -- -� C VVR d
• MAX RAMP SLOPE 8.33X 012}, ELEVATION: 38.76 U S. . �GKy(AY ---- _,�,_ UGF��__,_ UGFp o �,G,p ;�f0 dW'L)
• RAMPS STEEPER THAN 8.33% ARE NOT ACCEPTABLE. N: 237309.97 VARIES 1D UGFp ,}GFG UGF =a:y a"' W.-
E: 2289165.3I (PUBLIC
DVI ED HIC,}{WAYI - -UGFp =U:w Z:M-
• MAX RISE FOR ANY RAMP RUN IS 30"(AT 8-33X SLOPE, MAXIMUM RUN OF RAMP IS 30'). •.•• t;GF^v �-- UGFp
i UB v^Fp Gp Ctc�. � •Od kI:Z'�
MAX CROSS SLOPE OF RAMP 2% (1:50) (P ; L ,�G, ,^
3A. LANDINGS: a GFG Grp cp ,if..0�'a'' • '.Or``�.
• LANDING SHALL EAT LEAST RAMPS SHALL HAVE LEVEL LANDINGS
IW OE A8BRAMP LEADING TO OTTOM AND TOP F EACH RAMP, """� 1^ '- UGC G UGC t`ttt�`
uGF - DITCH
IBltt
W • LANDING LENGTH SHALL BE MINIMUM 5 CLEAR- p - �„r C F DI
o • IF RAMPS CHANGE DIRECTION AT LANDING, MINIMUM LAMING SIZE SHALL BE 5'X5'. _.• r G -. -- UGC UvFp ,� J"' `p /
• ALL LANDINGS ARE TO BE NO MORE THAN 2% SLOPE IN ANY DIRECTION- L'F UGF p "'-- ----"` U.,F.,
4. CURB RAMPS: UGFD _ urpvr>� UGFO �Fpy_ UGFO i i 1
• MAX SLOPE OF CURB RAMP 8-33%. UGFp �-
• MAX SLOPE OF SIDE FLARES IOX. _----��
• MAX SLOPE OF ADJOINING GUTTERS, ROAD SURFACE, OR ACCESSIBLE ROUTE S%. GF UGF 10'x7O' SIGHT I i I m
• MIN WIDTH 36"(NOT INCLUDING SIDE FLARES).
• DETECTABLE WARNING IS REQUIRED ON CURB RAMPS AT TRAFFIC AISLES, AND SHALL BE 24' FOP UGr �$ (SEEN OE (TYP)
MINIMUM IN THE DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR �_- UGF 0 (SEE NOTE)
FLUSH SURFACE. DETECTABLE WARNINGS SHALL BE LOCATED SO THE EDGE NEAREST THE CURB- UGFO U„FO UGF- , }� 35'R _R/W APPROXIMATE LOCATION -
LINE IS 6" TO 8" FROM THE CURB LINE. UGF`O� `_ UGFO
- UGFO 35'R t dh�I�fi9 ire xl _ - � __.---
5. PAVEMENT MARKINGS: - �- 10'x7O' SIGHT 24'
AS REQUIRED BY LOCAL JURISDICTIONAL AUTHORITY (RECOMMENDED CROSSWALK MARKING TO TRAINGLE (TYP) 1 , - EXISTING 24" __ --
DESIGNATE ACCESSIBLE PEDESTRIAN ROUTE) (SEE NOTE) DI 10'R PENDER COUNT i. 24^W
WATER LINE
6. HANDICAP PARKING SPACES: _ £ UTL �- 24"W EX R/W CM
• MINIMUM e' WIDE ACCESSIBLE PARKING SPACE S ; ' m UTL N: 2370T4.4�_T - ( i I i Z
• MINIMUM 5' WIDE ACCESS AISLE AT STANDARD SPACES :. ' ' " 4^W C
r 2 E: 2289207.25 I ! I ;
• MINIMUM 8' WIDE ACCESS AISLE AT.VAN ACCESSIBLE SPACES i 1 �
• MAXIMUM 2% (1:50) SLOPE IN ANY DIRECTION _ UTLUIL
7. SIGNAGE: UTL
ACCESSIBLE PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A SIGN SHOWING THE
SYMBOL OF ACCESSIBILITY. VAN ACCESSIBLE SPACES SHALL HAVE AN ADDITIONAL SIGN .'' ' s "' = ____- - I SIGHT TRIANGLE NOTE:
°VAN-ACCESSIBLE' MOUNTED BELOW THE SYMBOL. SUCH SIGNS SHALL BE LOCATED SO THEY `- 24"W ^' __ •@ STRUCTURES FENCES AND PLANT MATERIALS THAT EXTEND� I D
CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE-(60' ABOVE GRADE UNLESS OTHER �� - _- �' I INTO THE SIGHT TRIANGLE BETWEEN TWO AND A HALF FEET
HEIGHT REQUIRED BY LOCAL JURISDICTION). N: 23T236.88 _- - - - Z c AND EIGHT FEET, AS MEASURED FROM THE GRADE OF THE
E 2289085.83 : _ _ - c+ ; STREET OR DRIVE, SHALL NOT BE ALLOWED.
B. ACCESSIBLE ROUTES: J _----- _ m3 1
MUST COMPLY WITH ADA. THE FAIR HOUSING ACT AND ICC/ANSI A117.1-2003. ___---'("''"- N: 237206.04 m I
- - E: 2289077.05 -UT[
_ _ Io R x v I Md
1 L3 wx
I N: 237225.61 L4 -
LEGEND - I E: 2289065,96 L4, ' a�
NG METAL FENCE POST . I _ - e
- NC GRID COORDINATES: I - : N: 237163.53
PROPOSED SEPTIC
® (NAD83/NSRS 2011) _ E: 2289091.8Id$y, I
HEAVY-DUTY ASPHALT PAVEMENT Ni 237296.260 RECOVERY AREA c� , "� ; , i I O o10
E: 2289043,558 (BY OTHERS) a Ib'R _ ,1Y,. ; I E-� m cc) u
t- N E e
r
` /�`-/ PERMEABLE PAVEMENT I - -_---- - - - I -U' = M 0 0
I -- -- - 45'Rx O ss
CONCRETE SIDEWALK - I , : ., le FLUSH
c N
= CONCRETE CURB I c • O a
■ ACCESSIBLE ROUTE 20' B-3 ( j - i 2 -
BUFFER 1 ;,; s - I c Q "OC)q O E V
_ �i '� _ '��')♦� �.� 7SPACES& ts. N: 237115.58 I � C14 m � '1
E: 2289080.70 I ! j Y U u
25' MINIMUM ` �' a I I c Z 0 ¢ °m
BUILDING SETBACK j .. �+Y I _ _ L O) 0 -2 -
,vr s .. 1 c 0 0 x >
N: 237217.36 N:237143.42 i ( m f
s
E: 2289005.7T E 2289047.68 WHEEL STOP fi WET DETENTION i I I mr "'
5' CONCRETE
CORBETT SAND. LLC I ( ! TURN-DOWN �� >
D.B. 3465, PG. 193 I - SIDEWALK .-
PENDER EMS 8 FIRE j ' i
STATION 29. HWY. 421 i 9' tTYP) 18'CONCRETE
CURB 9 GUTTER
PROPOSED VAN ACCESSIBLE n r$ j I ( N
SEPTIC AREA ( HANDICAP PARKING I d
LINE TABLE I (BY OTHERS) HANDICAP PARKING
SIGN(R7-8 d RT-8A)
LINE BEAR i NG LENGTH H.C. RAMP
L1 N BO'27'18' E 22.84' ) I „18.5 ?. 24' s. I i
L2 N 60'27'18' E 56.43' ) i I (� Q
1 � I ( Wz N J
L3 S 29'32'42' E 22.50' I n > �" h �( i
fir, s
L4 S 19'09'00' E 55.18' I I i I o � x1 i s z ti.
CORBETT
3465 SAND.I�JC Q
L5 S 60'27'18' W 91 .00, j 1 I I ( o PROPERTY v W
I e CONCRETE BOUNDARY s
L6 N 29'32'42' W 27.00' I 1 CURB N: 237070 71- 1 1 I z i Q
L7 N 60'27'18' E 16.00' I t \ E 2289001.54 I ! i I Q Z a
I / I 1 r p
\(z* I � o W W
CURVE TABLE I i \ ` \ \ / /j ` W cr W W
1 \
(�s o
I 20' B-3 I W
CURVE RADIUS LENGTH CHORD CHD BEARING DELTA I j L6 - / I BUFFER W a
Ct 32.00' 44.48' 40.97' S 20'39'09' W 79'36'18' I -- ---- -------- ----- - - - /� �) North Carolina c
L_--_--_----_ �� FUTURE ACCESS 1 ® G _
C2 38.00' 59.69' 53.74' `N 74'32'42' W 90'00'00' I - __ -__ / DRIVEWAY ' 1 Z W N
C3 38.00' 59.68' 53.74' N 15'27'16" E 90'00'00' I _ 25' MINIMUM
! BUILDING SETBACK W
- CL
Lij
I r I 11 V One CaU Center Z
1w1AR 2 4 20N Call Before You Dig Q_
4 z y „It's The Law"
_I
1-800-632-4949 JOBNO: J-24724.0000
3
-J DATE: 2/24/2014
DRAWN: KWL
_ DESIGNED: KWL
GRAPHIC SCALE REVIEWED: JHR
I ( APPROVED: JHR
zo o to zo +o so SCALE: I° = 20I.J m
C192
( )R FEET )
1 inch = 20 ft.

u_ 37!5 �tNNI1111U/�j
° i. GENERAL NOTES cL °.5 - - _
1. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER 39.6 - - - - - '- - 3T.6 v;' •• tl 0
a EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH. DAMAGED OR INEFFECTIVE DEVICES i _ _ - - - - _ - - - _ _ _ _ - = p, 0z00 m 's.-
_ SQ; al-w 0 : a z
SHALL BE REPAIRED OR REPLACED, AS NECESSARY. _ < _ -' - _ - - - f 0 0 D
Z. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL V
a EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED AND - 70 LF TEMPORARY n :4r C
STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. SILT FENCE J __ _. ty tea.•. d W z .p
3. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION - _ 127
-7 y♦♦ C� Nth
_ _ - C / �iiq//NH111NNtt UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN Z-6�36' "- .-- _ _ _
o
° STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO _ - - - - - - - --
CONTROL EROSION AND/OR OFFSITE SEDIMENTION. ALL TEMPORARY CONTROL DEVICES SHALL BE i' V- - - - - - _ _ _ _ _ - � - // I !•� \ ttttti1N111N///1/1♦REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. ' c �0 -A 70 LF TEMPORARY - - - - - - - 315 7 t ♦♦
BITCH - SILT FENCE - - - - - - - I \ ���t q♦♦
4. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO THE PAVED IS - - - - - - - - - - - - - - - ! I _�•379 �r� •., S ♦�i
/ \`
ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM - - - - r 36 4-- ,�PAVEMENT AS MAY BE REQUIRED.- - _ IRON S ARK: p:•
- - - - - - - ` SET ONItONSTAKE - -- - -`�C' - - - - - -- - ,�1 �- ,,� I UGFO � OQ Ca .o2 �W.0
5. THE FOLLOWING NOTES ARE SPECIFIED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND ELEVATION: 38.76 _ - - - - - - - - - - r� TRAY - - ��-� -
NATURAL RESOURCES (DENR) AND ARE TO BE EXECUTED BY THE CONTRACTOR. W 237309.97 - - 39 6 V rS. naGn^. I 36.9 UGFO dGF0 _
_ _ _ _ _ W VARIES / u G F o _
_ E: 2289165.31 a0.0 R/ D VpHWA'Il - - - - - ' /\ \_FOP UyF 0 __`__UC �' "O
e A.) ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN 46 t CL -.�-- CL L.�C DIVIDE \ \ a ,,,F� UGF 0� . _ - ' d•
i CL-_ _� (PUB 395�3 .3 UGFO --� UGFOJ - - ��� UGFO ��d� o pZ,r.
CALENDAR DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF PRECIPITATION _ - _� - - ' ♦♦♦♦ r�
DURING ANY 24-YEAR PERIOD. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED UNTIL FINAL _ _��-40.3- - - - - - - - UGF 0 - - _-
STABILIZATION HAS BEEN OBTAINED. UGFO � ' ♦♦4� tAt��- - _ - _ _ UGFO _ _ ��hnl till
S TEMPORARY GRAVEL _, i 39.6 UGF ! - - !-- - _
B.) STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE CONSTRUCTION EXIT/ UGF^v, i
SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO ENTRANCE 'o UGF _ _ _ _ _ - PITCH
a CASE MORE THAN THE TIMES LISTED BELOW: \ -4-g.2_.. �` UGFOGFO -"f- ���GFS _ -' ,�.--. m
G _ UG. _ ygt=J
- DENUDED AREAS: WITHIN S WORKING DAYS OF CEASE OF ANY PHASE OF ACTIVITY CLEARING LIMITS/ �..-•- CL -' -�-
- SLOPES: WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY INCLUDING a CL ,�- UGFO UGO ^ UGFO
( LIMITS OF DISTURBANCE CL �- - F 0 UGF 0 --"� UGF v SLOPES, SWALES, STOCKPILES. ETC.) - - - -4i - .•YP) CL �- C - r �- UGFO "� - - - _ - ( -}33 9 /
\ _--- - -_ _ _ _ - - - - - - - EROSION CONTROL
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE COUNTY, PROJECT \ \ �� CL CL �" "'" '""` w --LI>;F� -�� --�''L -y \ / 06.0 k3 `6
ENGINEER AND/OR NCDENR. - OP \ q,Lq- U _ UGF JCL CL - - ,J - _ \ LEGEND
,� .; CL - - - -- _. - l J \ � �3fi4- 3�0
7. ANY GRADING BEYOND WHAT IS DEPICTED IN THE APPROVED AND PERMITTED PLANS IS A VIOLATION OF .0 .�� UGF 0 ..._ _f -t. C/� `" P yy. - �"'-' � CC- - - - _ _ -
THE STATE'S EROSION CONTROL AND GRADING REQUIREMENTS MAY BE SUBJECT TO A FINE. THE UGFO -sT�\ I ,
CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF ALL FINES DUE TO VIOLATIONS. '- - F-6 -- '- - _ -' � DESCRIPTION PLAN SYMBOL
�' r
--- UGF 0 t � � ;�� �. L�. GL - - _ - - _ _ - - _. -
S. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF _ �L - n 6 - CL�� - - - - - - - - - ` ` - - - \` �- �23aW __ SEDIMENT FENCE
SEDIMENT POLLUTION CONTROL ACT AND MAY BE SUBJECT TO A FINE. _ - - - - - �/ ,+, „' ( EXISTING 24" / - --
9. ALL OFF SITE BORROW MUST COME FROM A STATE APPROVED SOURCE. CONTRACTOR TO SUBMIT WRITTEN /CL 39 aZ - NTY // 24w\-�� \j�'-" CLEARING LIMITS LIMITS OF
- JCL' - 'tz - - - - -_ :NE _ DISTURBANCE - CL CL -
DOCUMENTATION IDENTIFYING SOURCE. - L - CL C - - eytvrf r J \ / �� I I y
c"W
EX R/W CPA I z
LTL \ - / / ROLLED EROSION CONTROL 0
10. ALL SURPLUS MATERIAL AND DEMOLITION DEBRIS SHALL BE HAULED OFF SITE TO AN APPROVED WASTE _ _ _ - - - _ / '
SITE. CONTRACTOR TO SUBMIT WRITTEN DOCUMENTATION IDENTIFYING APPROVED WASTE SITE. -40• "- t r �� r)Y `�4d 24,.�,�- ' // -- - rka j �-3Q:2 PRODUCTS RECP >
II. CONSTRUCTION SEQUENCE _ _ �� sLI' s / - - - - 1 \ \ / ( W
\ l I w
TI _ UT `� a3 4; / TEMPORARY GRAVEL CONSTRUCTION
�►-� ' : ENTRANC
/ -4t- UTL\�-- 280 LF TEMPORARY E/EXIT
1. INSTALL CONSTRUCTION ENTRANCE \ 2 ^� -
2. INSTALL SILT FENCE - - - - ' a SILT FENCE
3. CLEARING AND GRUBBING 24"W - �\ \:: \ \ - �. / I \ \ k36� PERMANENT SEEDING P$ j
4. INSTALL SEDIMENT BASIN �� \ � � � - ' �41.9__ - � � \�- ._
5. INSTALL DRAINAGE CONVEYANCES -
6. INSTALL INLET PROTECTION _-__ \ J ,. , .- 4.3�..-- - .�43 4 - J CL
\ (---��'.. ! '� - i / ( / k k3Z0 SODDING O
7. INSTALL SKIMMER AND OTHER EROSION CONTROL MEASURES t �L - I, /qZ.' - / 4 2 4
S_ INSTALL WATER AND SEWER SERVICES 41 4 ___=i_- y41 I ( r• - ` 1
9. SITE ROUGH GRADING k _ - - $- •� y \ \ CUTLET STABILIZATION STRUCTURE I I i Itzi
-10. BUILDING CONSTRUCTION d 21 I \ \11. PARKINGLOTS AND FINAL GRADING _ ka1.6 �a15 - / i . : ) �� 42-
/ \ vo
12. FINAL GRASSING AND STABILIZATION 41.4 k 1 -y ' / � J // q .4 _ - � \
13. CONVERT SEDIMENT BASIN TO WET DETENTION BASIN PER DESIGN SPECIFICATIONS AND DETAILS ONCE THE I I 2 0 .. yal e T> t, \ \ ,\\39.3 i HARDWARE CLOTH
SITE S PERMANENTLY STABILIZED. FENCE POST I - I /k43.2 1 _ \ 9 GRAVEL �
III. MAINTENANCE PLAN )ORDINATES: I \ _ I INLET PROTECTION ® Z=
3/NSRS 20U) _ - -PROPOSED SEPTIC - _ / - \ _ _- 2A I 6I i I I o
II)� i'Ilfi ti Lo
237296.2E44_ RECOVERY AREA ++� - - _ _- / ., I �_6 } CONTROL STRUCTURE k�9.3 I SKIMMER SEDIMENT BASIN F 0 10
V m cM U:. - 42 7 , ,,,.v.
I. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION �289043.�d (BY OTHERS) P`S tr/ SKIMMER (SEE
FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK. ANY 42.6 ' / _ -a I �ti CV E
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED_ I ' ---•- - - -r k; DETAIL, SHEET C4.3) C= ro O 0
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL TWO (2) - - - - -- -�- \ s .c
INCHES OF f4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET k42.9 3 5 _ - _ ' J I 1 01 U c
WILL BE IMMEDIATELY REMOVED. a3' ' 43.5 - ( \ ' �O
k44 0 S e 625 LF TEMPORARY 1� 38.1 a
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN STORAGE CAPACITY HAS BEEN I I _ - - - - - - ,- ka3 3 I I SILT FENCE j �p c
APPROXIMATELY 50% FILLED. SKIMMER WILL BE CLEANED AND MAINTAINED TO ENSURE PROPER ka3.5 - I -I- i N Q m O E v
OPERATION PER MANUFACTURER'S RECOMMENDATIONS. It - - _ WET DETENTION P I ( I m '= CV ?I of
- - - - - •-
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT / / I ; _ - - --\s -y- s ✓ BASIN < e I Ij J J NOTES: Q� Y U E
�j �Iy'; t
• o\ \ a J �- L 02
THE FENCE. THE SEDIMENT FENCE WILL 8E REPAIRED AS NECESSARY TO MAINTAIN A BARRIER SILT FENCE i 44 4 45.1- - - _ '\ I I 38 6 Z O
STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. k 4si / I - - .6.7 4 . \ �\ k/ L ALL SLOPES EXCEEDING 6:1 OR GREATER SHALL BE STABILIZED WITH EXCELSIOR O m O O � u f
5. ALL SEEDED AREAS WILL BE FERTILIZED. RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO L 1 ' \ \ b- I 1 \ / MATTING OR APPROVED EQUIVALENT. CONTRACTOR RESPONSIBLE FOR c In 0) c
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE COVER. / 46 2/ � ' \ , \ ��. 1 ) `� t I � \/ MAINTENANCE, REPAIR AND/OR REPLACEMENT OF ALL EROSION CONTROL = 0) N m
MEASURES AS REQUIRED THROUGHOUT CONSTRUCTION. W
6. SEDIMENT, STRAW, LIDS OR OTHER DEBRIS WILL BE REMOVED FROM THE CHECK DAMS TO PREVENT / �i I \ \\ I -o a ` L , \ ( \ /
CLOGGING. STONES WILL BE ADDED AS NECESSARY TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. a ��
2. BASED ON A BOUNDARY AND TOPOGRAPHIC SURVEY PERFORMED BY PARAMOUNTE `
NPDES STABILIZATION REQUIREMENTS r I \ \ \ \ \ ENGINEERING. INC.; THERE ARE NO JURISDICTIONAL 404 WETLANDS LOCATED ON
I I PENDER EMS 81 FIRE \ o I \ \ !j THE PROPERTY.
ALL DISTURBED AREAS WILL BE STABILIZED WITHIN THE TIMEFRAME SPECIFIED BELOW: I I I I HWY. 421 \ (�' I• '
_.45.6 6.6 STATION 29. „ \ -
- PERIMETER DIKES, SWALES, DITCHES 8 SLOPES - T DAYS OF LAST LAND DISTURBING ACTIVITY I I I I \ I ' 4 3p o \� \ i3. SITE SOILS CONSIST OF ALPIN (A). (U
I I F.F.E.: 45.0 \ I n�
- SLOPES STEEPER THAN 3:1 - WITHIN 7 DAYS OF LAST LAND DISTURBING ACTIVITY I PROPOSED 43.8 �J i \ \I \\ // 4. WET POND TO BE USED AS SKIMMER SEDIMENT BASIN DURING CONSTRUCTION.AND d.
( SEPTIC AREA s+�� b I \ \ \ % STABILIZED WITH TEMPORARY SEEDING. �-
- ALL OTHER AREAS - WITHIN 14 DAYS OF LAST LAND DISTURBING ACTIVITY (BY OTHERS) +�
\ 462 \/k41.3 /r ?
I ;
IV. INSPECTIONS �45.1 \I \ i \\ \ // z =
I
I. QUALIFIED PERSONNEL (PROVIDED BY THE DISCHARGER) WILL INSPECT DISTURBED AREAS OF THE
1 / a 54 �� 1 s\ \\ / // y43.7 • Q
\ I \ yp zo W a N J
CONSTRUCTION SITE, AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION k45.0 I 46.2 I � � _ _ � 1 1 ,� ,.o / z
THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE I I / + 44,8 _ J
VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS 1 ; /O I d >' ': ii \ Q'
OF THE END OF A STORM THAT S 0.5 INCHES OR GREATER.. WHERE SITES HAVE BEEN FINALLY \ I ( I / 'S I o < ', ' •" ,J''II f"a'���i ` al', k .� I L .7 \-� `I J 0= C)
STABILIZED SUCH INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. / - : ' \ �� \ / / U - J
\\ I - ._._ _46- • - \ .ram \ \ / )CD.6 4 , PG.'!93 F• O
1 -�- _ -
:.. i '" \ .y D.B. 34�5 PG �9., Q Ix
2. DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION I I 45.9 ( I � � b � � � . \ 1 � �
SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE I - \ \ /
SYSTEM. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE OBSERVED TO I B ka5.o 5.1 \ \ \ k42 7 // / Z )- [-
ENSURE THAT THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE LOCATIONS OR POINTS ARE I ; , \ , \ �- PS / " / I I \I \ / f Q co Z
ACCESSIBLE, THEY SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE I I
4
5.7 \ r ay 1 I\ \ ��3.6 % 446 ~ V
EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS. LOCATIONS WHERE VEHICLES I B RECP_ s i \ (/' z W
ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFFSITE SEDIMENT TRACKING. I , -� - • • - RECP SNo
4• i II k, \ / - -
3. BASED ON THE RESULTS OF THE INSPECTION. THE SITE DESCRIPTION IDENTIFIED IN THE PLAN IN ( I I \C( GV �GL - CL B I ` \ ( W V (L Z
ACCORDANCE WITH PARAGRAPH IV.D.L OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, AND CL -�_ r 0
NATURAL RESOURCES NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES FROM CONSTRUCTION CL CL _ I �' p
ACTIVITIES THAT ARE CLASSIFIED AS 'ASSOCIATED WITH INDUSTRIAL ACTIVITY' BY EPA REGULATION, I 1 \ C 'CL Ct _ ,Fa I \ Z
- W
HEREINAFTER REFERRED TO AS THE NPDES PERMIT, POLLUTION PREVENTION MEASURES IDENTIFIED IN THE a5.2 i j , \ ;c6.2 ' \ ,i I \ I PROPERTY W 0. U) �.
PLAN IN ACCORDANCE WITH PARAGRAPH IV.D.2 OF THE NPDES PERMIT SHALL BE REVISED AS -- _ BOUNDARY North Carolina IY
APPROPRIATE, BUT LV NO CASE LATER THAN T CALENDAR DAYS FOLLOWING THE INSPECTION. SUCH �-'-� � \ I \I W
MODIFICATIONS SHALL PROVIDE FOR TIMELY IMPLEMENTATION OF ANY CHARGES TO THE PLAN WITHIN 7 I L------- ------- _-.`__ / / \ ® I \ Z W
CALENDAR DAYS FOLLOWING THE INSPECTION_ �.45.1 I ''-_____ .� /'�\ \ B \\ W
_ --�___ __
4. A REPORT SUMMARIZING THE SCOPE OF THE INSPECTION, NAME(S) AND QUALIFICATIONS OF PERSONNEL _ _ - � 1� I \ �.449. Y IF-I�,'�� 1),f' �r' W
MAKING THE INSPECTION, THE DATE(S) OF THE INSPECTION, MAJOR OBSERVATIONS RELATING TO THE ]t _ _
IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN, AND ACTIONS TAKEN IN / _ _ -_ / \
ACCORDANCE WITH PARAGRAPH IV.D.4.8 OF THE NPDES PERMIT SMALL BE MADE AND RETAINED AS PART In • / ,`1 / i,\' \\ k45 0 MAR 2 4 2014 One CauCenter
OF THE STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM THE DATE THE �_ _ 1 / ___ / -___ \ ( \ I Call Befo>•e You Dig W
SITE IS FINALLY STABILIZED. SUCH REPORTS SHALL IDENTIFY ANY INCIDENTS OF NONCOMPLIANCE WHERE 5.9 _ / �- -____ __ _ , I \ I BY: - -- - -- - "MPS The Law"
A REPORT DOES NOT IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE WHERE A REPORT DOES NOT / ____ ,__ , \
FAECILITY STIFY NNiNCIDENTS OF COMPLIANCE WTHCTHEPLIANCF_ THE STORM WATER POLLUTION PREVENTION PLAN ALL CONTAIN A ANDTION THAT FF NPDES i(r•• �'�10 - - 1-800-632-4949 JOBN0: -24724.0000
PERMIT REFERENCED ABOVE THE REPORT SHALL BE SIGNED IN ACCORDANCE WITH PART VI.G. OF THE � �_ \ _ E DATE: 2/24/2014
NPDES PERMIT. , \ \ \ , \ _ .46�7 J \\ DRAWN: KWL
/ \ -45.9 - DESIGNED: KWL
V. LONG TERM MAINTENANCE OF DRAINAGE AND STORMWATER / , _ GRAPHIC SCALE REVIEWED: JHR
MANAGEMENT SYSTEM / 'e \\ - � // I \ \ to o a 20 a° w APPROVED: JHR
/ SCALE: I' - 20'
\ 45.4 j '►/
THE DRAINAGE SYSTEM WILL BE OWNED AND MAINTAINED BY PENDER EMS AND FIRE, INC. AFTER / � \ �- \ 1
CONSTRUCTION IS COMPLETE. A.46.2
�.46,6 IN FEET
I j k4i'
k45.1 146.6 / f ,+T\ 1 inch = 20 ft
I

s
EDGE OF RIGHT OFWAY FERTILIZER REQUIREMENTS ���+a+aa1RN►u/,�,���y
METAL POST N � .........
••
S 3 x PIPE DIA OR 5' MIN TYPE OF ANALYSIS OR ��
WIRE MESH REINFORCEMENT (AS REQ'o) YEAR EQUIVALENT RATE TOP DRESSING =Q�!' •CFI? c 4 SPECIES ��: a m ''
` N-P-K RATE cL' ouzo 5 &I. 2
FILTER FABRIC =_- , r
t 1.5' EQUAL 1.5' I. COOL SEASON FIRST 6-12-12 1500lbs./ac. 50-100 lbs./ac. * I d 2 �_ ' ~�i i ::��$
1'-0. O O GRASSES SECOND 6-12-12 1000lbs./ac. - :d•'• w r
o MIN. MIN. \ I -1 - ��i O•''••....
? FABRIC ANCHORAGE \ iyy.y
BACK FILL IN 6'x 6' ��\�\ 2. COOL SEASON
S COND 0-10�10 10001bs./ac. 50-100 Ibs.Joc. * I //gNN111aC apt
TOP OF SLOPE N SS
TRENCH W/ TAMPED \ FILL PROPERTY O o o c LEGUME MAINTENANCE 0-10-10 400 lbs./ac.
NATURAL SOIL LINE 6O 3. GROUND COVERS FIRST 10-10-10 1300lbs./ac. * 3
8 OF ,�\ \\\\\ SECOND 10-10-10 1300lbs./ac. * 3 - +tanuNlryt
pa y MAINTENANCE 10-10-10 1100lbs. oc. - 00 Ir�iv,
DRAINAGE PIPE p1a�Ct1 fLD* O o 0 o O o 4. PINE SEEDLINGS FIRST 20-10-5 ONE 21-GRAM - ,
Of
SEEDLING, � SEEDLING PER
r � ds
IN THE CLOSING O;'
EXISTING GROUND O O o O O c- 0- o O HOLE _ao ro Wt 0> �\ ON 5. SHRUB FIRST 0-10-10 7001bs./ac. - _LJ;W
CROSS SECTION LESPEDEZA MAINTENANCE 0-10-10 700lbs./ac. * �Zw 2:=
RIP RAP o 0 o O o O o 6. CCDE
TppEyyMEEPRRORARRRYpp FIRST 10-10-10 5001bs./ac. 30 lbs./ac. * 5 0 �ar A'2
SEEDCALONE ����i0y ... .....
FINISHED GRADE a $' MAX. a 7. WARM SEASON FIRST 6-12-12 15001bs./ac. 50-100 lbs./ac. * 2 d 6 � i
(� 6 MAX. WJO WIRE BACKING O O o 0 0 o O GRASSES SECOND 6-12-12 BOOibs./ac. 0-100 lbs./ac. ���yll
12' Too sraum tro G a y MAINTENANCE 10-10-10 400 lbs./ac. 30 ibs./ac. * 2
77 8. WARM SEASON FIRST 6-12-12 1500lbs./ac. 50-100 lbs./ac, * 6
e G ASS AND SECOND 0-10-10 10001bs./oc. w
0
0 O O O R g - -
LEGU ES �ME y MAINTENANCE 0 1010 4001bs./ac.
END VIEW
x••ex W/ FILTER FABRIC :{;;. * I APPLYIN SPRING FOLLOWING SEEDING.
O O *2APPLYINSPLITAPPLICA770NSWHENHIGHRATESARE USED
. r
sorror - i co
TYP 12' NOTES: :
( ) M SAGE 3APPLYIN3 SPLITAPPLICATIONS.
1. STONE SIZE ASTM D448 SIZE NO. 4. 0.75" - 1.5' DIA.
v�( ; :[:{._./`<,,:.; 2. PAD THICKNESS 6"MIN. •4APPLYWHENPLANTS ARE PRUNED.
FINISHED GRADE ' I I ( +
LI LJ 3. MIN SIZE 12'x50' �APPLYTO GRASS SPECIES ONLY.
EXISTING GROUND 4. M NECESSARY, INCLUDE WASHING.
5. MAY REQUIRE.PERIODIC TOP DRESSING WITH N STONE. »6APPLYWHEN PLANTS GROW TO A HEIGHT OF 2 TO 4INCHES.
6. MAINTAIN IN A CONDITION WHICH WILL PREVENT TRACKING
RIP RAP TO TOP ELEVATION OR FLOW OF MUD ONTO ROADS.
OF SLOPE NOTES: NOTE:SPREADAGRICULTURAL LIMESTONE EVENLYOVERALLSEEDEDAREASATA RATE OF
_ y
TUCK UNDER SOIL � FLTER CLOTH FOR SST FENCE SHALL BE A TREVIRA TYPE B PRODUCT, 'G TEMPORARY CULVERT IF OF 1.5 TONS/ACRE.
12" MIN. TYPICAL DRAINAGE PIPE CATALOG NO. 1120 AS MANUFACTURED BY THE HOECHST CELANESE REQUIRED FOR DRAINAGE co
-1 CORP. SEEDING RATES FOR TEMPORARY & PERMANENT COVER
\ WOVEN WIRE FENCE SHALL BE REQUIRED AS A BACKING FOR FILTER RATE PER ACE mit PER ACRE >
FABRIC WITH AN ELONGATION AS DETERMINED BY ASTM D 1SS2. OF MONTH'- TEMPORARY PER SENT ADDED ( I ww
50% OR GREATER. THE WIRE FENCE SHALL BE A MINIMUM of 32 TEMPORARY CONSTRUCTION EXIT
INCHES IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES ALONE ALONE TO X I
•LESPEDEL6 ANNUAL 40 ibs. •BAHIA, PENSACOLA 60 tbs. 30 tbs.
!
WITH Y2 ITCH STAY SPACING. (WIRE BACKING MAY BE OMITTED JANUARY «RYE 3 bu.
. NOT TO SCALE « .5 bu BElRMUOA. UNHULLED 10 Ibs. B tbs.
IF STAKES ARE MAXIMUM OF 6 APART.) RYE GRASS, ANNUAL 40 Ws. - CENTIPEDE, SOD
«WHEAT 3 bu. .5 bu LESPEDE�A SERICEA 1 75 Ibs.
.��•� .�\,�\-`� ONLY STEEL POST MAY BE USED. STEEL POST SHALL BE A MINIMUM LESPEDEZA. ANNUAL 40 Os. 10 i • BAHIA, PENSACOLA 60 Ibe. 30 tbs.
ONE LAYER OF FILTER FABRIC OF 5 FEET LONG, WEIGH A MINIMUM OF L3 POUNDS/FOOT, AND HAVE •RYE 3 bu. CENTIPEDE, SOD -
SHALL BE PLACED PRIOR TO PROJECTIONS FOR FASTENING THE WIRE OR THE FABRIC TO THE POST. FEBRUARY `� GRASS. ANNUAL 40 ft. s- LESPEDE7A. SEOICEA 2 75-lb..
PLACEMENT OF RIPRAP, MIRIFI "LESPW SEOKEA 75 Ibs STEEL POST SHALL ALSO HAVE A METAL PLATE SECURELY ATTACHED
«)�: ANNUAL 40 Ibs. 10 1 BAHIA, PENSACOLA 60 Ibs. 30 Ibs.
140N APRON LENGTH (Lo) SUCH THAT WHEN THE POST IS DRIVEN TO THE PROPER DEPTH. THE F RYE �N 40 - BERMUp1 UNHU� m 70 16e Bibs.
SECTION PLATE WILL BE 13ELOW GROUND LEVEL FOR ADDITIONAL STABILITY. MARCH „ _ CENTIPEDE, SOD
SUDAN GRASS 60 tbs. _
POSTS SHALL BE INSTALLED TO A DEPTH DIRECTED BY THE ENGINEER, • LESPEDEZA. SEDK�A 1 75 �.
DESIGN CRITERIA: WITH I TO 2 INCHES OF THE POST PROTRUDING ABOVE THE TOP OF THE LEA SEOICEA 2 75 lbs. - TT 1 I i
RIP RAP RIP RAP RIP RAP UPSTREAM DOWNSTREAM APRON WIRE FENCE OR FABRIC BEING IDEAL. BUT IN ANY CASE, NO MORE THAN flNiK P06ACOLA 60 �• 30 �• 1 ! j
NUMBER TYPE MIN SIZE (IN) DEPTH (IN) APRON WIDTH (FT)APRON WIDTH (FT)LENGTH Lo (FT) 3 FEET OF THE POST SHALL PROTRUDE ABOVE THE GROUND. MILLET. BROWN 70P 40 tbs. 70 Ib CENTIPEDE,
70 [be. B tbs.
I A 3 12 12 12 8 SUDAN CRASS Ibs. _ +LESPEDEZA. SEDICEAA 1 75 Ibs. _ Z Of
APRIL «Mom. pal 50 tbs.
TEMPORARY SILT FENCE DETAIL LESPEDEZA, ACOLA 2 75 We. -
RIP RAP OUTLET MAY MILLET. PEARL 50 tbs. - , SOD , 1 - tbs. ©V m cM U
STABILIZATION STRUCTURE NOT TO SCALE MILLET.SUDAN , TOP ,�. ,a 1 LESPEDEZA,BERMUDk U 2NHULLED 7a W& B o � N E c
NOT TO SCALE BAHIA, PENSACOLA SO ad. 30 Ibs. � M O o
MILLET, BROWN TOP 40 Ibs. 10 I •BERMUDA, UNHULLM 70 Ws. 6 Ibs, O U m Ua'
JUNE MILLET. PEARL 50 Ibs. - • 1 75 bs. _ = 0) • 0O r .e
SUDAN GRASS 60 Ibs. - »LE A SEDIWA 2 75 am - c Q) U U c
e MILLET. BROWN TOP 40 tbs. 10 Ib r BAHIA, PENSACOLA 6s. 30 tbs. o • U o
JULY MILLET. PEARL 50 lb& - «LESFEDEZA SEDIOFA 1 75. b& _ a c ti o
SUDAN GRASS 60 Ibs. - a) �p sd"
*MILLET. PEARL 50 tbs. - •BAHIA, PENSACOLA BO Pos. 30 tbs. �j Q
AUGUST «RYE GRASS, ANNUAL 40 lb& - •LESPEpQA, SEDWA 1 75 tbs. N "
� O r
� � •BARLEY 3 bu. •5 b+. »B)WK PENSACOUI 60 be. 30 Iba f? Y U EU o
•OATS 4 bu. 1 bu. LEWEDETA SEDIMA 1 75 Ibs. _ Z O ¢ 0
•RYE 3 bu. .5 bu
RYE GRASS. ANNUAL 40 65 - Ol Z)
+WHEAT 3 bu. .5 O cc 00 f
N
BARLEY 3 bu. .5 bu. •BANK PENSACOLA 60 tbs. 30 tbs. _ Lo c c
OCTOBERDo
OATS 4 bu. 1 bu. LESPEDEZA. SEDKXk 1 75 Ibs. _ L c N •� m
RYE 3 bu. .5 bu 1_u'
'B RYE CRASS, ANNUAL 40 PA. -
WHEAT 3 bu. .5 bu Ix
� = ��ffT�A__MP 80t1 OyEq MAT/B(A B * �y� BARLEY 3 bu. 5 bu. r 84{y PENSACOLA 60 Ibs. 30 tbs.
WITS 4 bu. t bu. BERMUDA. LNHULLED 10 Ibs. 6 Ibs.
RYE 3 bu. .S bu C D - - _
RYE GRASS, ANNUAL 40 tbs. LESPEDEZA, SEDICEN 1 75 ft. _
WHEAT 3 bu. .5 bu
��= _ _ •I�i:.~•:. \ BARLEY s-bs. .5 bu.
� .BAHIA. PENSACOLA SO tbs. 30 tbs. N
,� / � OATS 4 bu. 1 bu. SERMUW, UNHULLED 10 tbs. 6 tbs. d'
m /� !A RYE bu. .5 bu LESPEDEZA. SEDICFA
WHEAT L�S' . ANNUAL 40 r 5 bu 1 7s ibs. -
" --1L 1(F A / /� ;� / NOTES • �7
h F A /� \/ j ALL T[NG ANENT GRASS PLANTINGS SHALL BE MULCHED AND CRIMPED IN PLACE OR PROTECTED EROSI OSTON V = N
�/\ MATTINGTOENSUREPROPERSTABILJZA170.N. (SLOPES6:lOR GREATER MUSTBEPROTEC7EDR'ITHEROSION Z
A \\/�\/�\/�\�\ � MATTING) � - J
INDICA TES MARGINAL(BUT PERMISSTBLE)PLANTING DATE
1. UNSCARIFIED I• Q N Q
^i R / \\\\• 4 j. 2 SCARIFIED Yi
�y Z
A R /,(\/�• �( 3.CENTIPEDE SOD CA.LABEL'SEDASPERMAIJE.NTCOVERANY77MEEIfCEPTliINETHRUOCTOBER Si -5 Z W
If
A / a a z ~ �
MIN.4'. - A /\ / > Z
OVERLAP
2 A R �/� O ((O
If
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2
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W �
ISOMETRIC VIEW
NorEs: a w
1. SLOPE SURFACE SHALL BE FREE OF ROCKS
CLODS,STICKS AND GRASS. MATS/BLANKEETS 4' z
SHALL HAVE 0000 SOIL CONTACT. ..,..
2. APPLY PERMANENT SEEDING BEFORE PLACING W
BLANKETS. •.:
3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE ?.. NOTfIT.(A• /OIAIR
TO DO NOT STRETCH.DIRECT CONTACT WITH THE SOIL / /\\\ j 12'
4. BLANKETS SHALL BE BIODEGRADABLE EROSION CONTROL \ •` /\� \/� 'F C.
'q, I O: 2 2472 014
MATTING BLANKET. / E 1`.•�I i1/ E�� DRAWN: KWL J2o14
S. ALL SLOPES 6:1 OR GREATER AND ALL SWALES SHALL BE \ \\ \ \\ \ /\\ t� DESIGNED: KWL
STABILI n WITH MAITINGIBLANKET. ✓ I,
6. CONTRACTOR RESPONSIBLE FOR MAINTENANCE,REPAIR MAR 2 4 2014 REVIEWED: JHR
AND/OR REPLACEMENT AS REQUIRED THROUGHOUT APPROVED: JHR
CONSTRUCTION. - 0 BY: One CaU Center SCALE: I" • I'
EROSION CONTROL MATTING CaHBefm You D*
NOT TO SCALE nits TheLaw" E Co2
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SODDING - LAY SOD IN A STAGGERED PATTERN. BUTT THE ROLL S00 IMMEDIATELY TO ACHIEVE FIRM CONTACT WITH THE SOIL. LE
STRIPS TIGHTLY AGAINST EACH OTHER. DO NOT LEAVE SPACES AND WATER TO A DEPTH OF 4" AS NEEDED. WATER WELL AS SOON AS THE SOD IS LAID.
DO NOT OVERLAP. A SHARPENED MASON'S TROWEL IS A HANDY
'o TOOL FOR TUCKING DOWN THE ENDS AND TRIMMING PIECES. -
MOW WHEN THE SOD IS ESTABLISHED - IN 2 - 3 WEEKS. SET THE MOWER HIGH
ARM ASSEMBLY
e PEG OR STAPLE SHOOTS OR GRASS BLADES -
(TYPICAL) BUTTING - ANGLED ENDS GRASS SHOULD BE GREEN
CORRECT CAUSED BY THE AUTOMATIC SOD AND HEALTHY r
I m
a CUTTER MUST BE MATCHED - I
CORRECTLY \ THATCH - GRASS CLIPPINGS
/ AND DEAD LEAVES, UP TO 1/2" THICK I
-� ROOT ZONE - SOIL AND ROOTS PIERS EW
PECTIVE VI i
INCORRECT - -' SHOULD BE 1/2" TO 3 4° THICK, WITH -
/ PVC VENT PIPE
I DENSE ROOT MAT FOR STRENGTH PVC ELBOW
WATER SURFACE j
I I
I I PVC END CAP
iii
SPECIFICATIONS SCHEDULE 40 RAFICE
PVC TEE PVC PIPE PVC PIPE PLATE i
/ \ / SOD INSTALLATION 1/2 HOLES IN
1 s FLOW UNDERSIDE PVC TEE N
LAY SOD ACROSS IF FEASIBLE. SOD SHOULD NOT BE LAID IN EXCESSIVELY WET 5, AS SODDING IS COMPLETED, SOD SHOULD BE ROLLED OR TAMPED
DIRECTION OF FLOW OR DRY WEATHER. TO PROVIDE FIRM CONTACT BETWEEN ROOTS AND SOIL. w
FLEXIBLE HOSE L I ;
2. DURING PERIODS OF HIGH TEMPERATURE, OR IF THE SOIL IS DRY. G. AFTER ROLLING, SOD SHOULD BE IRRIGATED TO A DEPTH CONNECTED TO PVC
I THE SOIL SHOULD BE LIGHTLY IRRIGATED IMMEDIATELY PRIOR SUFFICIENT THAT THE UNDERSIDE OF THE SOD PAD AND THE ORIFICE OOF OUTLET
TO LAYING THE SOD. SOIL 4" BELOW THE SOD IS THOROUGHLY WET. STRUTURE BOTTOM SURFACE
3. THE FIRST ROW OF SOD SHOULD BE LAID IN A STRAIGHT LINE ESTABLISHMENT AND MAINTENANCE OF S00
WITH SUBSEQUENT ROWS PLACED PARALLEL TO AND BUTTING END VIEW FRONT VIEW I
I TIGHTLY AGAINST EACH OTHER, JOINTS SHOULD BE STAGGERED 1. DURING THE FIRST 3 - 4 WEEKS WATERING SHOULD BE PERFORMED I j
TO PROMOTE MORE UNIFORM GROWTH AND STRENGTH AND TO AS OFTEN AS NECESSARY TO MAINTAIN MOIST SOIL TO A DEPTH OF NOTES: ; I
REDUCE THE CHANCE OF WASHOUTS UNDERNEATH THE 500. AT LEAST 4 INCHES. 1. CONTRACTOR TO REMOVE SKIMMER UPON STABILIZATION OF THE CONTRIBUTING DRAINAGE
CARE SHOULD BE EXERCISED TO INSURE THAT SOD IS NOT AREA AND INSTALL PERMANENT PVC ORIFICE PER OUTLET STRUCTURE DETAILS.
STRETCHED OR OVERLAPPED AND THAT ALL JOINTS ARE 2. THE FIRST MOWING SHOULD NOT BE ATTEMPTED UNTIL THE SOD IS I
BUTTED TIGHT IN ORDER TO PREVENT VOIDS WHICH WOULD CAUSE FIRMLY ROOTED, USUALLY 2 - 3 WEEK. THE MOWER SHOULD BE SET DESIGN CRITERIA:
USE PEGS OR STAPLES TO FASTEN 500 DRYING OF THE ROOTS. SMALL GAPS OR VOIDS REMAINING AFTER HIGH (2 -3 INCHES) FOR THE FIRST MOWING. NO MORE THAN 1/3
THE SOD IS LAID SHOULD BE FILLED WITH TOPSOIL. OF THE SHOOT (GRASS LEAF) SHOULD BE REMOVED IN ANY POND SKIMMER ORIFICE ORIFICE VOLUME I z
FIRMLY AT THE ENOS OF STRIPS AND IN MOWING. NUMBER SIZE (IN) RADIUS (IN)- DIA. (IN) (CF) j
THE CENTER, OR EVERY 3 TO 4 FEET 4. PLACEMENT SHOULD BEGIN AT THE LOWER END OF SLOPES
IF THE STRIPS ARE LONG. WHEN READY AND CHANNELS. ON SLOPES 3:I OR GREATER, OR WHEREVER I 1.5 0.7 1.4 4.310
3. FERTILIZER SHOULD BE APPLIED. AS NECESSARY, TO OBTAIN AND
TO MOW, DRIVE PEGS OR STAPLES FLUSH EROSION MAY BE A PROBLEM, SOD SHOULD BE SECURED BY as
MAINTAIN THE DESIRED GROWTH AND DENSITY. LIME SHOULD BE - Z c
WITH THE GROUND. PEGGING D OTHER APPROVED METHODS. SOD SHOULD BE # -
IN CRITICAL AREAS, SECURE SOD ADDED. AS NEEDED. TO MAINTAIN PROPER pH. SOIL SHOULD BE SKIMMER SIZE IS BASED ON THE VOLUME PROVIDED AT TEMPORARY POOL
INSTALLED WITH THE LENGTH PERPENDICULAR TO THE SLOPE
WITH CHICKEN WIRE OR NETTING. TESTED EVERY I - 2 YEARS TO DETERMINE FERTILIZER AND LIME WHICH IS GREATER THAN THE REQUIRED SEDIMENT BASIN VOLUME.
USE STAPLES. (ON THE CONTOUR).
REQUIREMENTS.
SODDED INSTALLATION SODDING DETAIL
SKIMMER DETAIL (BY J.W. FAIRCLOTH 8 SON, INC.) HLV m `cl)' H
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North Carolina
B NO: J-24724.0000
DATE: 2/24/22014
�a'`� ^^, DRAWN: KWL.
"I" v L' DESIGNED: KWL
MAR A 4 2014 REVIEWED: JHR
1•' L `I APPROVED: JHR
Clue CaII Center SCALE: I. = 1'
Call Before You Dig
"Its
-80 -63 -494 EC * 31029-80 -63 -494

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o SET ON IRON BENCHMARK:
TAKE EOP AY 2 �� J��--- -70
�� WR
' +�+ UGFO
" NOTES: ELEVATION: 38.76 UGFO UGrO - UGFO
�aauwtutuna
N: 23T309.9T ', 113 5 RIE6 -�- -�"- - U G F O ;����� S 4
I. CONTRACTOR TO VERIFY SIZE. DEPTH, MATERIAL, AND LOCATION FOR ALL E: 2289165.31 R� VA GH'MAY) r OP UGFOi_ UGFO UGFC
s ---
UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. (PUBLIC DIVIDED UG_ -�GFO UOFO -Y.
!� C V= 6L
-�� UGFO -_ UGFO UGFO �- S :o2
=•x:q m zt�
2. THE UNDERGROUND UTILITIES UGFO S INDICATED ON THE PLANS HAVE BEEN TAKEN FROM F O U;m
INFORMATION MADE AVAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS -� U0�O / f_ UGFO a _.0
INFORMATION IS NOT INCLUSIVE OF ALL EXISTING UNDERGROUND UTILITIES AND - ��. r C n UGF O y Y .Od cu:2
s CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND UTILITIES AND G 0 U" j17 0 DITCH '�ydp'?
s CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLAN&PLEASE BE ADVISED THAT --�� UGF Q `�_�� UGF 0`- UGFO ----- LuF O y
THE UNDERGROUND UTILITESAND CABLES COULD CONFLICT WITH THE WATER MAIN --- CFO /i/�i„ttt •tttt
CONSTRUCTION AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN -'�- _� UGFO UG 0 u �� UGFO --
S THE WATER MANS AND APPURTENANCES TO MNMBZE CONFLICTS. THE OWNER WILL �•••- UGFO �� 0
o NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUETO THE PRESENCE OF UGFO UGFO UGF
CONFLICTING UTILITIES AND CABLES THAT ARE NOT SHOWN-ON THE PLANS. -
UGFO �-
3. ALL WATER MAN TO BE PVC C900 DRIB WITH INTERNAL JOINT RESTRAINT (SIMILAR TO •UGF a
EAGLE LOC 900). ALL JOINTS AND FITTINGS TO BE RESTRAINED. ALL MJ RESTRAINTS EOP -- UG
SHALL BE THE 'SRIP RING" TYPE
« � UGFO r_ 0 q -
UGF 0 'r'�< �T CONNECT TO EXISTING __�-
4- CLEARING LONTS HAVE NOT BEEN SHOWN ON THE PLANS.CONTRACTOR SHALL VISIT UGF ¢, R/W APPROXIMATE LOCATION _ Y'
�� UGFO UGFO ��,� 24 WATER MAN r/ -�- m
SITE PRIOR TO SUBMITTING BD AND SHALL INCLUDE THE COST OF ALL CLEARING AS UGFO UGF0 4}a 24':6' TAPPING SLEEVE _
REQUIRED FOR INSTALLATION IN THE COST OF THE WORK a AND 6• GATE VALVE
(COORDINATE WITH PENDER
H a '
5. CONTRACTOR SHALL BRACE/SUPPORT ALL POWER POLES AS REQUIRED FOR CI I ,. „ ,.�- COUNTY UTILITIES PRIOR EXISTING 24" -
\PENDER COUNTY
CONSTRUCTION. *= n>+ v ^ ,�. TO CONSTRUCTION) Za"w --
r� fi� +ysw �i !+ "� WATER LINE �- -
6. ON BORE AND JACK CONSTRUCTION, IF A HARD OBJECT IS ENCOUNTERED, CUT OFF -� c �jh °�' +• �� tr,,Jl UTL 2a'"w T EX R/w CM
CASING AND FILL WITH FLOWABLE FILL. AND START AGAIN WITH A NEW CASING. UTL I
2a.W
7. ITEMS DAMAGED SHALL BE RESTORED OR REPLACED TO A CONDITION EQUAL TO OR -�� UTL eJ ' i P I
BETTER THAN THE ORIGINAL CONDITION AT THE EXPENSE OF THE CONTRACTOR.
U +- e.?s ` .$h'a� TEE _ z
S. ALL WATER SHALL BE N STRICT ACCORDANCE WITH THE SPECIFICATIONS OF PENDER UTL �- k �; =k = -� ___-_ o_
COUNTY UTILITIES AND THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND 2 r * - Y - 2' 90' BEND 6' GV
NATURAL RESOURCES. NON-CONFORMING MATERIAL SHALL NOT BE ACCEPTED FOR `' - `� " -- - \� GV FH --_-- - I
FINAL CERTIFICATION. 24"W . -`. -
2
9. ALL SEWER SHALL BE IN STRICT ACCORDANCE WITH THE SPECIFICATIONS OF PENDER � 1' DOMESTIC --
COUNTY UTILITIES AND THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND __ -- _-- METER
NATURAL RESOURCES. NON-CONFORMING MATERIAL SHALL NOT BE ACCEPTED FOR ___ -- --_-- . SS
FINAL CERTIFICATION. -___---- - .. RPINHOT�BLOX
__
-10. WATER SERVICE SHALL BE PVC OR BRASS AS REQUIRED BY PENDER COUNTY UTILITIES. I -_---- - Z. 430 BEND
II. SEWER SERVICE PIPING SHALL BE PVC SCH. 40. ALL MAN PING SHALL BE MARKED
WITH DETECTION TAPE AS PROVIDED IN THE SPECIFICATIONS.
12. THE CONTRACTOR MUST SCHEDULE A PRE-CONSTRUCTION MEETING WITH PENDER EXISTING METAL FENCE POST I 1 1 I 1
COUNTY UTILITIES PRIOR TO BEGINNING WORK. NC GRID COORDINATES: PROPOSED SEPTIC 2' PVC DOMESTIC m _-_ -- -- I I z
tNAD83/NSRS 2011) RECOVERY AREA WATER SERVICE
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE ENGINEER RECORD N: 237296.260
DRAWINGS OF THE WATER AND SEWER SERVICES AND MAINS AND ANY DEVIATIONS E: 2289043.558 (BY OTHERS)
FROM THE PLANS. THE RECORD DRAWINGS SHALL INDICATE AT LEAST 2 DIMENSIONS I I -_
O
I _
TO PER LOCATION TO PERMANENT FIXTURES IN CLOSE PROXIMITY FROM POINTS ALONG I _ _----- I c O
THE MAIN AND ANY BENDS OR UNDERGROUND FITTINGS. I I _ _ _ --- - I I L 0 10
I rV _cm M H
14. CONTRACTOR RESPONSIBLE FOR PROVIDING ALL FITTINGS NECESSARY TO MAKE1
SERVICE CONNECTIONS TO BUILDING. 1 I r" C r p `o
- 2' 45' BEND i I ( co L)
IS. FOR THE ACCEPTANCE OF NEW WATER MAINS, CONTRACTOR SHALL PRESSURE TEST, Tm . 20
O � 8COLLECT AND TEST BACTERIOLOGICAL SAMPLES. AND SUBMIT TEST RESULTS TO I 1 c N a O U c
ENGINEER AND PENDER COUNTY UTILITIES. I I i - >. I 0 �- o
• •• r �a h >
16. A ONE YEAR WARRANTY PERIOD APPLES TO ALL UTILITIES CONSTRUCTION TINS N M 'a o °
WARRANTY PERIOD DOES NOT BEGIN UNTIL NCDENRFNAL APPROVAL OF THE SYSTEM I I I I � - I t� > O c HAS BEEN RECEIVED. A WRITTEN COPY OF THE WARRANTY WILL BE REQUIRED PRIOR TO I ' I VJ c Q O U
FINAL ACCEPTANCE. - I I . ' I m 1= N `n
I WET DETENTION I
17. FIRE HYDRANT SHALL BE AVK SERIES 2780 HYDRANT: NOSTALGIC STYLE DRY BARREL j gA$gr I I H L Z O
OR APPROVED EQUAL PER PENDER COUNTY UTLITES. SEE DETAIL SHEET CU. 3 LF 6' PVC - SDR 35 I p, I I t1 O
CORBETT SAND, LLC I ( i 0 2,00% `+/ . � 3 �
D.B. 3465, PG, 193 I i INV.: 4L00 44 6. C me
��I FR: 44.95 I I c '
I PENDER EMS 9 FIRE i �_. 1Nv. IN: 40.94 (NW)
STATION 29, HWY. 421 I INV. OUT: 4094 (SW) I 1 ��
PROPOSED F.F.E.: 45.0 I 31 LF 6' PVC - SDR 35 .;
I I
SEPTIC AREA j 2.00%
(BYI OTHERS) 3 LF 60 PVC - SOR 35 :
6 CO 011
W 2.00% FR., 44.65 4 s
'INV. IN: 40.32 (NE) r
NV.: 41.00�_ I
INV.
� 40.: 40.94 2 (S I i INV. OUT;
UT: 40.3 (SW)
• 9LF6' PVC - SDR35
0 2.00% I - Z
CORBETT SAND, LLC
• Q I D.8 3465, PG. :93 /yZ N J
I I I SEWER SERVICE I O Z o'
I (BY OTHERS)
INV.: 40.14 / I I I ( LL Q O
W
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MAR 2 4 2014 (D
OneCaUCenter Z
Call Before You Dig CL
BY:- "It's The Law"
1-800-6324949 JOB NO: -24724.0000
DATE: 2/24/2014
DRAWN: KWL
DESIGNED: KWL
GRAPHIC SCALE REVIEWED: JHR
APPROVED: JHR
20 0 ro 20 40 w SCALE: 1" . 20,
t FEET ) C291
1 inchh = 20 fl

o $"`"� •••Z o `bOY-
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00
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WATER SERVICE Z Z l :
WATER SERVICE �_; 1=-=tl c
NEPTUNE 2"TRU-FLO COMPOUND METER I TO MOUSE WATERLINE
0 4 BY OTHERS WATERLINE PRO-READIP ADAPTER ,� PAVED AREAS i UN-PAVEDAREIS _ Bj'OTHERS CONTRACTOR �iyQjy'•...
R ...
CONTRACTOR
n' 1 FLANGED BY-PASS VALVE BOX ( !— ///H/IN11Il\>
ILL CHECK VALVE S Ye"OD COPPER TIDE MOUNT FLUSH ]2" ENCASEMENT(3000 PSI)
s 1¢ ANGLE COVEiR CONCRETE
2-INCH
s• MOUNT FLI1514 0 - l— NEPTUNE STRAINER WITH PAVEMENTI ' 7.5"MIN - a
$ GRADE O PIT PADS , ANGLE BALL VALVE SURFACE NURSE MOUNT CONCRETE I Ity '`�1l /!),,,
WITH FINISHED 3 lllpNi111/g/,l
o ¢ MATCH 1 i"ABOVE GRADE I r -{ MOUNT FLUSH O 1 "HOLE
�} Ft SHED GRADE R WITH FINISHED ^ V• •.sO6'
! I GRADE o . �: •. d. . .
EXISTING i= .� Q': •••• '.
30"X 48"X 24'DEEP BASE COURSE CONCRETE
CDR METER 807( MATCH EXISTING ENCASEMENT(3DD0 PSI) - t "i j a.� -`;. =V.y i -
1 WA00-3048-24WPR
TEE r-- VALVE BOX 1 r/ P< 7FIYLENE METER BOX TO BE •y, _'
38"MIPI 1 2}g`OD COPPER TRIBE —��` ) I V�VE NOT waTER MABa) r L i r ON c��X TO TNFIT19�R DI RE�JIRED
I BTAI�tl B"MINIMUM' CAST IRON Hl3LDER(P[ASTICLTD ���� •.• :Od���
BLOCK SUPPORT ' - TAMPED - 1 j WLTi TOUCH READ HOLES o,,y •• `��
&tclo=tu. - I ql 111 ��
BALL VALVE TO REQUIRED HEIGHT NUT
CONCRETE THRUST BBLOCKING L -' 18"Mm Ill llN
BUSHING
2"SERVICE LINE GATE VALVE - ANGLE BALL
o POLYETHYLENE TAPPING SLEEVE WITH VALVE VALVE'
CLASS 20D CIS
MECHANICAL)DINT NNNECRIONS �.— WATER MAIN PLAN ( I-
9 ;*. #SI STD i-- I - BLOU(:SU I C3
I
2-INCH CIS.SS INSERT FIFE EXISTING WATER MAIN i _ =x �„
& I TO REQUIRED HEIGHT
TAMPED 1�. z,-r }?` r;,y ',;r, ( '
n WC CAP —i •.. • - 2-INCH COUPLING _ BACKFILL BLOCKING ''- ^t' #57.STONE
w ELBOW INLET � ,, V4"OR 1'SERVICE UNE
STUB SECTION, V— METER Yom COMPLETE I ,VALVE � � CLASS200 CIS POLYETHYLENE
36"THREAD XP AIN END COUPLING J WITH FITTINGS SECTION �`••�_\
SCHEDULE80 1�`a"CO .AND BYPASS PVC CAP L CIS CpA1PRESSTON \. .
WC PIPE(2'T STUB SECTION, FITTING
COPPER TUBE 24"SCHEDULE.SO
j 2-INCH METER DETAIL _ -
PVC PIPE(Y4"OR i").
5" DUAL, CORP.STOP
VALVE.BOX CAST IN CONCRETE I FITTING (MCDONALD 470I-22) WATER MAIN
MOUNT FL'' J AND AND PAINTED BLACK { 1
WITH CONCRETE TAPPING VALVE s ( METER YOKE COMPLETE -
GRADE _-_\c$ , COLLAR
WITH VALVE BOX 0.1
WITH FITTINGS(SEE NOTE 4) TAPPING SADDLE rn
NOTE: } S. (RONAL IO
t. CONTRACTOR SHALL METER BOX IN 2-INCH NOTE: Z
NON•TRAFFIC AREA ONLY. 2'SERVICE.LiNE. BRASS NIPPLE I NEW WATER MAIN PRE-OAST CONCRETE t. PRECAST CONCRETE COLLARS MAY BE USED IN -
2. CONTRACTOR SHALL CENTER YOKE IN CLASS 2L10Cf5 I V I o
METER BOX AS REQUIRED TO PROPERLY FIT I FINISHED GRADE LIEU OF CONCRETE ENCASEMENT(ONLY IN
POLYETHYLENE 1 NON-PAVED ARER52 W
BEVELED CORNERS .'ram 2- DO NOT ALLOW VALVE BOX TO REST ON THE NOTE
METER
PAINTED i 1. CONTRACTOR SHALL PLACE ER B t Y
R 3. BOX TO BE ADJUSTED VERTICALLY TOACCEPT �— ;I
BLUE f A MET BOX N NON-TI'tAFPIGARFA ONLY.
COUNTY'$STANDARD SERVICE METERAND- VALVE OR WATER MAIN.
STRANER(NEPTUNE 2"'TRU-FLO.COMPOUND 'I 3. A VALVE MARKER SHALL BE PLACED ON THE 2. ALL TAPSTO BE MADE ON THE TOP R YOKEIN M THE WATER MAIN.
� 3. CONTRACTOR SHALL CENTER METER YOKE IN METER BOX.
_ _ RIGHT OF WAY AT EACH ISOLATION VALVE. -
i NUT GATE VALVE WATER MAIN 4�:3(i PER CORNER) I I ) 4. MCDONALD 26-702WX2D 33
2--INCH
I' 4. TAPS ONNW MAM!$IARGERTHAN IVSHALL. THREAD X THREADRESILIENT WEDGE
i MCOONALD 26-410WX2044(i'"}
TI 5. BOX TO BE ADJUSTED VERTICALLY TO ACCEPT COUNTYS STANDARD SERVICE
( BE MADE WITH DUAI.VVi�BAND.STAINLESS INEPTUNETI O,PRO READ REGISTER R800 MIU)
STEEL TAPPING SADDLES(ROhUiC 2025). - } 6:. METERTO BESET BY COUNTY UPON RECEIPT OF WATER SERVICE:FEES,AND
f 5. ANY TAP LARGER THAN ZINCHES.SHALL BE BLOCX SUPPORT SATISFACTORYINSPEC710N OF WATER SERVICE.TO HOUSE.
MADE WITH A TAPPING.SLEEVE AND VALVE A VALVE MARKER -
STRAINERANDBY-PASS SHALL ALSO BE TO REQUIRED HEIGHT 2-2NCH SS ( SECTION T. STAINLESS
SS TEFL TAPPING
SADGER LESHAN(R MAC20 SHALL BE.MADEVt�iTH DUAUWIDE BAND.
PROVIDED. TAPPING�•E -
ZZ S'TAINLESSSTEEL TAPPINOSADDLES(ROMkC2025).
1 (ROMAC mss) j d
I
2-INCH TAP DETAIL I
i z
TAPPING SLEEVE AND VALVE ASSEMBLY DETAIL VALVE INSTALLATION DETAIL STANDARD WATER SERVICE DETAIL sA
Z STANDARD 24NCH WATER SERVICE DETAIL
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
#} TAPPING O SLEEVE V WATER DISTRICT ROCKY POINTTTOPSATL WATER DISTRICT
PENDER COUNTY UTILITIES ROCKY POINT/TOPSAIL WATER DISTRICT PENDER COUNTY UTILITIES ROCKY POINT(fo AND VALVE ASSEMBLY I PENDER COUNTY UTILITIES ROCKY POINT/TOPSAILINSTALLATION ; PENDER COUNTY UTILITIES WATER - 1 U b
m (h U
2-INCH WATER.SERVICE, 605 EAST FREMONT STREET 605 EAST FREMONT STREET 605 EAST FREMONT STREET ' :L- N E
STANDARD DETAIL STANDARD DETAIL STANDARD',DE AIL _ c
60S EAST FREMONT STREET STANDARD DETAIL BURGAW, NC 28525 BURGAW NC 28525 BURGAW NC 28S2S o � co O a
BURGA9W, NC 28525 VERSION #1-)UNE 2911 VERSION #1-ALKiUST 2010 VERSION#2-FEB 3013 p M U m Q
VERSION#i-AUGUST'?019 _�_ o O
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Conc4r�rmoA�(<oa praEs/:dtm a/ 104" _ r
ee srT OLMPACIB} - _ '�`-R.•iSRI$'L EMSN IX 3
�+*� trRl�l7e.ImogeBf�tr In -- -
W1b!l TglhND IC�11+1fo .eweraP aP Ace -
IMrmRr4 emam —
ytvm MAW s AND sMAu61 CV
SMALL"Alm A w"M OF T-(r CLASS I 1060 HEATED
0OVM WARIER MWZ Cr AID LABOR 8 IINSULATEDEWEATTHERPROOF
' 9+wi.HALF A MFOAM CP T-e OF Covet VARIES (SEE
nPPeoa ENCLOSURE ANCHORED APPROVEDTO
MANUFACTURER) -
- eLOLao eRc/t ia+snR x.OA MAX FIBERGLASS MOUNTNGCONCRETE OR AD
(HOT BOX #H86E OR
APPROVED EQUAL) ' = U)
PIPE LAYING ONDITIONS 4" "� Q CV
� I w z
In U Ix Q z W
y` - 0 0
A€nPds> - C.I. CLEANOUT BOX AND COVER W/ 'S" D
- ' a
CAST ON US FOUNDARY MODEL
ENSURE GRADE SLOPES AWAY = o z z —
FROM COVERS AND BOXES -
4" CONCRETE COLLAR USF 7621 OR EQUAL 0 F Q W
CLEANOUT PLUG z O
OOIIDI•BR r '. .C �.vr' -r-.
az w
r U)
::. 4" 3000 PSI CONCRETE SLAB ' ''AA
MIN, OPENING Y/ j Of
Lv Q
DIMENSIONS PER BOX MANUFACTURER (TYP) ` 0
6" SPECIFICATIONS OR PROPERLY V z
(TYP) ANCHORED FIBERGLASS MOUNTING PAD Q
W 0 W,,t�
FLow Ld cn W
"I�L OW � � SHORT LENGTH OF C.I. PIPE w
FURNISHED W/ CLEANOUT BOX FROM DOMESTIC METER —o TO SERVICE CONNECTION —► Q W
Q
w 3
NOTES: ii W
1. BACKFLOW ASSEMBLY SHALL COMPLY WITH ASSE 1013 & AWWA C511, 0
_WATTS 900 SERIES OR APPROVED EQUAL. z
6's PVC PIPE AND FITTINGS 2. ASSEMBLY SHALL BE INSTALLED WITHIN 5' OF THE DOMESTIC METER w
WITH NO PRIOR CONNECTIONS ON THE LINE.
3. ASSEMBLY SHALL BE CENTERED ON CONCRETE MOUNTING PAD AND2 �'S`Pm r
CENTERED WITHIN ENCLOSURE.
4. MINIMUM CLASS 1, ABBE 1060 HEATED St INSULATED WEATHERPROOF "'i �21I�
ENCLOSURE REQUIRED. g MAR 2 /I ZO� DATE:
J-2472014
ii1 DATE: 2/24120L4
S. PIPE MATERIAL SHALL BE PVC (SCH. 80 OR BETTER). DRAWN: KWL
6, INSTALLATION SHALL BE IN COMPLIANCE WITH N.C. PLUMBING CODE. gY, DESIGNED: KWL
7. PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE AND REVIEWED: JHR
OPERATION OF BACKFLOW ASSEMBLY AND COMMPLIANCE WITH
REPORTING AND TESTING REQUIREMENTS. APPROVED: JHR
SCALE: 1. = 1'
CLEANOUT DETAIL I" RPZ (RP ASSEMBLY) DETAIL
NOT TO SCALE NOT TO SCALE C29

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0 9 - - - - - ' ,- tgtNllipy)W
a TP 59AS 39.6 3 E ' � - - - -yg7.5 ````ON Mn, yk�'
37.6 ``O�P •zZN6L�y
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_ -
6` - - - - �' - - - - - /
INV.: 36.92 r-m-m .� INV.: 36.76 - - �L I141IIIIRUNttt\
+• n n r
' = - - - - - - -i` in) - 4.2 LF 15' RCP - - - - - - - - - - - - - - y38.7 // \1 ```�`tttsNuwuuUy104t,
DITCH ,C. p1 I D.33x - - - - - - - - i -k37.9 ,�: S�'4i
tSS 1 - - - - - - - / 1 p
_ _ - - - - - - - - - - - " - _ _ _ - ~� ~ MEDIAN CROSSOVER 39 2 zop- - _ _ _ _ 1 �►-- ( ' �8 4 UGF 0 j Gt 0 ^Q fp�4 S 9
(SEE DETAIL) 30 - - - - - - i - - o` g o G,
C391
a BENCHMARK: - - - _ _
- - - - -
• - - SET ON IRON STAKE
I 3 O FO
- - - - - - - - - - - - - - - -- - ELEVATION: 36.76 39.40 6 �.�• R/VG ARIE GNWAY) - _. - // � f\ \\ECG -
- - - - - - - - N: 23T309.97 40.0 7P EO H \ __'--- ' UG; 0- • b m ?r
E: 2289165.3I 4G.I - (pUBL•iC D1VID \ ;r -\39.3 FO-"'C-_ U rfFO rl--"_ UGFO - - ' ' � '' ''OdOy°, .• :•p'r�:
3- -=---- _--• ?P-39.80- - - - - - -- ._+� , qg 5S - U F 0
' - - - - - - - -4 40.6 UGF:
- - - - - -- - - �� UGFO
- -- - - � _•__ _
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k ECG f V 7 -48.uF� _'�.`�_ �� UGFV �
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�._._ MATCH EXISTING TP 40^44 �"U"GFO �- -" UGp 0 / 'UGFO -_ UG_
EDGE OF PAVEMENT - 40.75 rr.,,�.. , U
i- - - -- - - _� _ - _ - \ - _ •41 TP 40.88 4T1P9 AO0 Gam- UGFG '-�- _ - (I, (
\ TP 4 0
TP"40-99 • o Tp 40.34 UGF
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FO -- �- UG.-� UCaFO UG
�.4L8 UGFO - UG \ UGcp Q�ir� - n�� • RCP,6 0.59�
- .: _
-- UGFL) _ ucFO u�Fo .. . - 84LF � - - - - - 74
--- UG40 - - -MV• 3850 ,.� - - - - - - - - \ ,� gaew �'3
U_F_Q - - _ - - - a TP.41.61 EXISTING 24"
PENDER COUNTY
- - - - _- 39---�- 4E - - NATER LINE
_ UTL --T-_' / � 24W_ '�� � � f a ""'` -� `�EX3/WC>4 o
r
UTL \ .� " INV.: 38.60 k3 2 I
- UTL\�_ ° 3,3
42-2 4.2.3
24,.W TP 43.50 \R 138"s i
TP 43.T4 ( i $ \ �41.9• s EMERGENCYOVERFLOW K42.2i
\ .
o i 43a=- ' _ G43"4 CURB TAPER 4 ELEVATION' 40.00 38.6 y37 C
0 �� 1 t--'-'�'•�TP 43.04 l . - - / / i 1
050%, 42 - 18' CONCRETE �,43,j 2 \ 63 LF 158 RCP ) I I
_ - 4-41.4 - 0.50% �TP 43.31 7 �, CURB CUTTER i 6 0.63X ; 1 '
- c, r. , j
v t ___ +� A
�^ - _ .. TP 43.03 - 42.3 \ o
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� TP 43 53 a ,..f / . � ,i• � Y z
,.41.4 k'4L6 i 42 0 K-. -' �-- (,.. :T 430/ .4 '1 \\ yo\ 35.3 ` NCDENR PERMIT B1 IMPERVIOUS AREA
SUMMARY: z
EXISTING METAL FENCE POST t- T
NC GRID COORDINATES: - - - - - - ` / } TP 43.4\ P g342 0 _ 2� I 42 8f I ( ; PROPERTY BOUNDARY AREA: 65,676 SF ;/vim o
10
(NAD83/NSRS 2011) / / PROPOSED SEPTIC x}--� l , „ - .i. 2,51 I { COASTAL WETLANDS: O SF r V c"3
N: 237296.26ez- / RECOVERY AREA m�` - - -44 1 / $TP 43.74 42.7 ''-g •.6 ; � S JI c{ ,�- 9"3 { �- to c
-/ -T I PROPOSED ON-SITE IMPERVIOUS (BUA): Z cM O o
E: 2289043.�58 42.E (BY OTHERS) `" `' -_ -- -TP 43.67 7A a.4384. 'a CS /3 (4) i { 8UIL09lG: 5.100 SF =O � m (} y 4
I FR: 41.00 { PARKING: 11.642 SF TT • C `o
- - - - - - _ CURB TAPER ) FOREBAY WALL 2,711 INV. OUT: 39.00 (E) { SIDEWALK: 1,552 SF 1 9 01
O U o
k42.9 - _. - I I-_-_ 43 5 - - - - \ a :(SEE DETAIL) 1 1/ ` 't • - c I POND d FOREBAY WALL: 3,464 SF o
I 1 FUTURE: 2.436 SF (�/�!I a u
-43.5 I ! , k44.G o. y I I I, ( J {k a N P') 'a
k � �Y I�
1 - -.y- - - - E+ 1++ {( h z m n 1 I' ' / 38.1 TOTAL ON-SITE: 24,194 SF w > C 9 -
�.43.5 "TP-44.03- TP 44.80 lTP 44.80 - n.3 m _ m q _ I a. { j ( �•m i CV "
F4 a J ON-ATE PERCENT IMPERVIOUS: t36.6% Q 00 E U
I x kr h ( Q2 N EC o0
42.6, ]L C U O
MIA 1 I OFF-SITE DISTURBED AREA: 10,643 SFCD Z O
44R 45.1 - - (- - TP 44.20 TP,45.00 �.\ TP 45.00 �\ TP 44.91 tt' -� f- k+ r'. \ i I{ { ' y38.8 / Cu j 0 LD
'a Vy _ `�o 'I / PROPOSED OFF-SITE IMPERVIOUS MAI: c O z ,z
_ h46.7 , TP 45.00 \ TP 45.00 0. .F x 4 '< 1 I ' 1 ) / DRIVEWAY: 3.636 SF O 0 r) 0) 5 3
P 1 52
DETENTION j I \ \ / i TOTAL OFF-SITE: 3,636 SF =m N
TP 45.00 (+.' < BASIN , ! ,1 ,\ ' \ / �./ OFF-SITE PERCENT IMPERVIOUS: s34.ZX �m -_
42.50 gal , \ f TOTAL PERCENT IMPERVIOUS: s42.4%
CORBET T SAND. LLC / I \ c "v v ,�v,.. na' < 'NWL: 34.00 ! I \ t \ .>c.39.4 ��
D.B. 3465, PG. 193 / 1 i ( , \ d a asp, ai; o_ F a, BOT: 35.00# d I \ \ \ / �.41.6 # NOTE:
t 4 3', \ f
( I PENDER EMS d FIRE TP 45.00 ^• 4�Z I. SEE PERMANENT WET DETENTION DETAIL,
�^45.6 I 468 STATION 29. HWY. 421 I'- - -Lse% ,r, ,. 43.4 \ \ \1 / SHEET C42. N
PROPOSED F.F.E: 45.0 \ 43 8 ;40.,1 '\ ( \\ // / 2. WET POND TO BE USED AS SKIMMER SEDIMENT z
I \ BASIN DURING CONSTRUCTION AND STABILIZED Q
{ SEPTIC AREA i { r I \ \ \ / / WITH TEMPORARY SEEDING. �- J
(BY OTHERS) TP 44.33. I \ \ / /
i t ,,L� c• A A V / � '� CL
-t�46.2 I ! I TP 44.39 -
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A.453 \ I I / + TP�44, 5' ),IJ
TP 44.YYYYYY. TP 44.33� 10' WIDE WEIR ,'a \\ / ,\.43.7 • Q
TP 45.00 TP 45.0O_ 5 4 / Q Z
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k45.0 { 46.2 1 , s -a-a _
TP 44.50 f , TP 45.00 ' _ -�) \ .v:.o / //iyyir _J
.. . 44.P'43% = oNi• I f�- 4,71 \ 0 z Q
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k45.2 \\ ' S -I. - - . . . . \ \ \/ J O.B. 34�5. PG. 193
1 I 45.9 I ( TP.44.74 : - 8 CONCRETE `cy \ l J d' Q Q
I CURB 9 I \ 42.7 / / Z z
TP 44.65 45TP 44.65 � ' / -�p`I';.? + I \\ \ x /
1 1 64 LF SWALE • 0.96% / ) \ �3 6LLJ
45.7 i 0 FG 43.7 _ . . FG 43 8 ■ I \ '�• . I I // 44.6 C Of 0
1 -4(V-BOTTOM, 34 SIDES) / 1 k i
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FUTURE DRAINAGE k4?.9 I \ W cr
45,2 I I \ i '- '' ' CROSSING , I \ ( PROPERTY Nord Carona W 0- cn 0
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DRAINAGE \ B I \ 1 W Z
.>{.45.I - - =-_ _� i - FUTURE DRIVEWAY
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/ __ __ One Cadt Center Z
• i 45r �' / -- ---1 _ \ DRAINAGE AREA-�, R \ _ - - - MAR 2 4 2014 LLJ n.
wools in �- LIMITS (TYP) I \ Call Before You Dig
I
_ BY:_- "IPs TheLaw"
1-800-632-4949 JOB N0: J-24724.0000
DATE: 2l24/20I4
\\ _ _ • \} _- `- =C-'6--TJ ~ \ DESIGNED: KWL
DRAWN: KWL
GRAPHIC SCALE REVIEWED: JHR
APPROVED: JHR
20 0 10 z0 410 eo SCALE: 1" = 20'
/ \\ r45.4
IN FEET )
46.6 ( �4.1 - \ - 1 inch = 20 ft
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DRAINAGE - MEDIAN DRAINAGE - ENTRANCE DRAINAGE - POND OUTFALL o af5 Q
STATIONS -0+25 - i+00 STATIONS: -0+25 - 1+25 STATIONS: -0+25 - 1+25 z
SCALE: HORZ.: 1" = 20' SCALE. HORZ.: 1" = 20' a.
SCALE: HO2Z.: 1" = 20. W w u�
VERT.: 1" - 2' VERT.: 1' = 2' VERT.: 1" = 2' 0 5--
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. 4. J NO:�4.0000
r -, •• LVj4 DATE: 2/24/2014
DRAWN: KWL
DESIGNED: KWL
k -- - - -- REVIEWED: JHR
APPROVED: JHR
SCALE: I" = 20'
C3 * 2

n
MINIMUM04 INCHES THICK EWALKS TO BE
6'_0' ��„UtN Npu11j9gj
1q 111
3000 PSI CONCRETE `�����1.P' ••"•'•• ,•.`V+�ii�G
a BROOM FINISH i" JOV;• =z A '•:.L
& I/8' RADIUS _ _ _ �i-W .o
- .. BUILDING
1' 6" 3' 0' 1' 6'
Q;
-
b d + •".. ,.Y _ - �i ppF Y•�'•.,~mow Z �•��
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\ /\\�/\\ 1 • ' - / y/j \/" \ a, • . ," a ''y'��h/Nnpnx+nrp
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EXPANSION JOINT a N • 0 j N --� o j N °a I:I MAX. N � N 0\ a s � �\� ,``tttamnuugq���
PLAN 2 MAX. y - ° _ • !pA .
�2� spy.
I" DIA. HOLE WITH NO. 5 e
a I/8" - I/4" BAR 6 GROUT .• - . .' ° '; � � �e � �. � � � �r � ° ' '. .. •. � i� `:2P::
PREMOLDED TIP, FLUSH CONCRETE '-9' - .4 ' ° S
2
" ' •g�OQ� ° a a° coal 'L)
6' MIN. 6' MIN. I 6' MIN. V ICE
• / pi--� JS� :yNj c9•
s 3° e` .0
d '.,a•. :'.& =u:' ¢ i's' .-s s'. `d -n:" FINISH 3' FLUSH pp�e: .a ���av �dO'Sdy • �1�
- - - GRADE •..:�2� ., Qv pgrl' O��
.. ...
WRECESS i" AND 3" NEW PAVEMENT PARKING LOT ��Q i1j1
CONTRACTION JOINT WITH TOFF USH IC I° Hql llpi
PLAN ISOMETRIC
SIDEWALK JOINT DETAILS I i
��I NOTES: ( I I I
NOT TO SCALE I I I y�iu.,I 1. CONSTRUCTION OF ACCESSIBLE CURB RAMP SHALL CONFORM TO ALL APPLICABLE I I I o
I� II� FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. -
HI
a 2. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF m
SEE PLAN FOR WIDTH a ABRUPT CHANGES. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY
NO. 5 BAR ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20 (5%) I I
FINISH GRADE . P-6' LONG
TOOLED EDGES (1/8 RADJ (TYP.) DRIVE ISLE I
50:1 MAX 2 NO. 4 BARS 3. CURB RAMP SHALL HAVE A DETECTABLE WARNING THAT EXTENDS THE FULL WIDTH OF CURB
�_ IONW-81 LONG RAMP. SEE DETECTABLE WARNING DETAIL.
_ SECTION
_� I I=' +'_ .• •`. • - °- -P _`' -,d. .: 4. LONGITUDINAL SLOPE OF SIDEWALK TO BE NO GREATER THAN 1:20 (5%).
NOTES: HEAVY DUTY 6° . CURB RAMP
1. ALL SIDEWALK GRADES 'I_I 1 I_ (I 1-1 r�I I I-I I�� -I I - I I-- I BATTER - -
�/ I '
SHALL BE ADA ACCESSIBLE- 3000pai CONCRETE _ - So THICK
CONCRETE WHEEL STOP DETAIL - NOT TO SCALE I U)
2. PROVIDE EXPANSION 4' THICK 6' THICK WHERE SIDEWALK -
JOINTS WHERE SIDEWALK 30' MAXIMUM BETWEEN EXPANSION JOINTS ABUTS PAYED AREAS = : Y. ' SLOPE 1'/FT. Z
ABUTS STRUCTURES OR NOT TO SCALE -
0
EXPANSION JOINT ' •6. _ I I ' >
OTHER SIDEWALKS. ..•-�
3. ALL SIDEWALKS SHALL BE "' w
BROOM FINISHED. SEE SIDEWALKS TO BE
TECHNICAL SPECIFICATIONS MINIMUM 4 INCHES THICK
- ,e 6" 5,000 PSI CONCRETE {
FOR DETAILS. 3000 PSI CONCRETE
BROOM FINISH -
4. MAXIMUM LONGITUDINAL T 1T " I
SLOPE SHALL BE 5% (20:1).
I/ k -Z 5. CURB RAMPS SHALL HAVE ! + I
6" GRADED AGGREGATE BASE COURSE (ABC) I
A DETECTABLE WARNING 24' 7o COMPACTED TO 100% OF ITS MAX. LABORATORY
COMPLYING WITH CODE OF DUMMY GROOVE
FEDERAL REGULATIONS ADA PLAN CONTRACTION JOINTS DRY DENSITY (ASTM D-1557)
STANDARDS FOR ACCESSIBLE AT 5' Q.C. FOR 5' SIDEWALKS NORMAL CURB
DESIGN, CURRENT EDITION. THE OR EQUAL TO SIDEWALK WIDTH III
DETECTABLE WARNING SHALL I
EXTEND FULL WIDTH AND DEPTH J � T�I o
SIDEWALK DETAIL NOTES: ' ' '
OF CURB RAMP. - I,I=IIIr i z
(. ALL CONCRETE SHALL BE 3,000 PSI.
NOT TO SCALE 2 PROVIDE CONTROL JOINTS EVERY TEN FEET {IO'). COMPACTED SUBGRADE
3. PROVIDE EXPANSION JOINTS EVERY FIFTY FEET (50).
4. PROVIDE EXPANSION JOINT WHERE CURB ABUTS - - ...(SEE SPECIFICATIONS AND SOIL REPORT) 0)
SIDEWALKS, OR OTHER STRUCTURES. - SECTION A-A` �`
5. PROVIDE LIGHT BROOM FINISH. - n
1.VU m 1 U
TRANSITION 24" STANDARD CURB 8( GUTTER CONCRETE PAVEMENT - L
CURB AND GUTTER I-"' o
(APPLICABLE TO ALL TYPES) TO BE ROUNDED - NOT TO SCALE NOT TO SCALE ^� M O o
J U � (D
TURFSTONE ECO-DUBLIN O) • o
INTERLOCKING PAVERS c N U U
FILL VOIDS WITH ASTM C33 SAND - _ , �(a • o o
N c+) S.
PLACE 6".#57 STONE t�O/ > 00 G 9-
��, - FULLY WRAPPED IN 8 4Z. V I c Q 00 O E U
NON-WOVEN GEOTEXTILE 0 � CV (3 O t
d s" ASTM C33 SAND 2 (APRON IS TO BE 18" WIDEAOROTO EDGE �" Z O a 0
OF BOX WHICH EVER IS GREATER) -
-.--
v v O v; ... ... : I„ EXPANSION JOINT R m h 3 f
e a :: s r T®
/ / / (IF SURROUNDING PAVING IS CONC.) 2�
COMPACTED SUBGRADE THICKENED EDGE F= 3
NOTES: ADJACENT PAVEMENT TO BE THICKENED
1. REQUIRED AT ALL SIDEWALK RAMPS AND WHERE (98% STANDARD PROCTOR)
INDICATED ON PLANS. GNEOTECHNICAL ENGINEER TO VERIFY SECTION. TO 12° STARTING 5' EACH SIDE OF BOX ) _
(TYP. ONLY IN CONC. PAVEMENT AREAS, (V CO)
CURB AND GUTTER TAPER DETAIL PERMEABLE PAVEMENT DETAIL
NOT TO SCALE NOT TO SCALE A Q
GRATE INLET APRON DETAIL V = W
Z
suesRaDE cowACTroN,wEwALKs - _ NOTE: CONTRACTOR SHALL. PROVIDE SAW JOINT PLAN TO //��
SIDEWALKS TO BE 98I STANDARD(ASTM 0698-00..D ,ENGINEER FOR APPROVAL Q N V
INCHES THI K Li
3000`PSj CONC0.ETE A - - TYPICAL SECTION - B _J Z _Z
I. ALL CATCH BASINS SHALL BE SEPARATED FROM THE PAVEMENT AND CURB BY
BOXING OUT AROUND BASIN AS SHOWN ABOVE.EXPANSION JOINT MATERIAL SHALL RUN Q: 0
8" GRADED AGGREGATE BASE COURSE (ABC) COMPLETELY THROUGH CURB AND-SLAB. MANHOLE CASTINGS WITHIN THE PAVEMENT - Q
COMPACTED TO 100% OF ITS MAX. LABORATORY SHALL BE BOXED IN LIKE MANNER EXCEPT WHEN TELESCOPING TYPE CASTINGS ARE USED. U
- MIOTN VARES SLOPE DRY DENSITY (ASTM D-1557) _ ~
(SEE PLANS) k30(al .. 3°.ASPHALTIC SURFACE - 2. WHEN A JOINT FALLS WITHIN 5' OF OR CONTACTS BASINS, MANHOLES, OR OTHER - ® I_ Q
' .•3'(TTP) .: {Tvp),--•: MAX. COURSE, TYPE SF9.5A - I/8" STRUCTURES, SHORTEN ONE OR MORE PANELS EITHER SIDE OF OPENING TO PERMIT JOINT O -
FLUSH WITH SURFACE FILL WITH JOINT SEALER TO FALL ON ROUND STRUCTURES AND AT OR-BETWEEN CORNERS OF RECTANGULAR STRUCTURES. Q z U) G
__ 3. ALL TRANSVERSE JOINTS MUST EXTEND THROUGH CURBS AND MUST BE CONTINUOUS F-
ry
FORMED OR SAWED / WBTALL v2•owANBIDN `•. -- - ACROSS PAVEMENT, EXCEPT TIED TRANSVERSE CONSTRUCTION JOINTS. EXPANSION JOINTS
3/4'DEEP(TYP) PpMOEMT JOI T IN CURB
30'-MATCH \ \ - WILL NOT BE REQUIRED EXCEPT AT STRUCTURES OR AS SHOWN ON THE PLANS. 0
3/4'DEEP(TYP) JOINTS M CURB a,UTTER \ \ \ \ \ \ \ \ \ e e - - a e 4 0
/� �,/ d Ld ve
I}- 4. ALL SOFT AND YIELDING MATERIAL AND OTHER PORTIONS OF.THE SUBGRADE WHICH WILL I.I-
LOIN TUDINAL SLOPE OF SIDEWALK SHALL PLAN A �•�•' \/\\/\//\\//\\/�//�\/�\�\\/�\/�\ // /\/ t REPL CEDNOT ACT W WITH SUIITILY AB EHEN ROLLED OR MATERIAL PLACED MPED SHALL BE AND COMPACTED.EMOVED AS DIRECTED AND N Z 0 O
BE NO GREATER THAN t20(51I TOP OF WALK ELEVATION NOTED ON PLANS /\/\/\/\/\ \/\/\/\/\/\�/\� THE SUBGRADE SHALL BE THOROUGHLY COMPACTED WITH SUITABLE EQUIPMENT TO W Ul Q
111 _ _ _ _ PLATE BASKET HAVE UNIFORM DENSITY AT MOISTURE CONTENTS OF NOT LESS THAN-STANDARD:OPTIMUM(AASHTQ 98)• _ CL
rR- rmiLllIII=1 I�I 11- -1 =III_I I -I ( (-I I (. (2 1/2"�X. 3/8" X 12" a 19 O.CJ ALL SEWER TRENCHES AND STRUCTURE EXCAVATIONS SHALL BE BACKFILLED TO NATURAL "' 0
SLOPE LSO MX)MAX TYPE A OR FINISHED GRADE AS SOON AS CONDITIONS PERMIT. ALL BACKFILL SHALL BE COMPACTED ZI 111 UP
' :'�?-:::•-`:' :,:•::'i tt:t.�j{<- COMPACTED SUBGRADE WITH MECHANICAL TAMPERS IN LAYERS OF NOT OVER 6" LOOSE MATERIAL. IN ORDER TO �t
e �•.,,.•��;.', ,; " • B -+-` (SEE SPECIFICATIONS AND SOIL REPORT) SAWED PREVENT DIFFERENTIAL HEAVE THE BACKFILL MATERIAL SHALL BE THE SAME MATERIAL AS NN,( 2 4 2014 W
E71 �i� F?I 1 T S: THE SUBGRADE ADJACENT TO THE TRENCH. a W Z
1O L PAVEMENT AND AGGREGATE BASE COURSES SHALL BE CONSTRUCTED oP•
r S. THE MINIMUM CEMENT CONTENT SHALL NOT BE LESS THAN 6.0 SACKS (94 lb. PER SACK)
IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF PER cu. yd. OF CONCRETE. THE MAXIMUM SIZE AGGREGATE SHALL NOT EXCEED V4 OF THE Z
'--' TRANSPORTATION STANDARD STANDARD SPECIFICATIONS FOR 1/8" RADIUS FILL WITH JOINT SEALER SLAB THICKNESS. THE MAXIMUM SLUMP SHALL NOT EXCEED 3". ALL CONCRETE SHALL BE AIR z Q
6 6 ROADS AND STRUCTURES, CURRENT EDITION.
2 THE SUBGRADE SHALL BE COMPACTED TO 982 STANDARD PROCTOR ENTRAINED IN ACCORDANCE WITH THE FOLLOWING TABLE W a
SECTION A-A (ASTM D-698) AND SMALL BE PREPARED ACCORDING TO THE NCOOT
NOTES: STANDARD SPECIFICATIONS. SUBGRADE SHALL BE FREE OF ROCKS AND North CamBna
L ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE FEDERAL.STATE AND LOCAL CODES AND W ECNTCATIONS, DEBRIS LARGER THAN I" IN DIAMETER. COMPACTION TESTS MUST BE d MAX. SIZE OF COARSE AIR CONTENT, JOB NO: J-24724.0000
AND TO THE TECHNICAL SPECIFICATIONS INCLUDING,BUT NOT LIMITED TO,SECTION 02200-EARTHWORK SUBMITTED TO THE ENGINEER PRIOR TO APPLICATION OF ANY BASE - -
AND SECTION 03300-CAST-IN-PLACE CONCRETE. AGGREGATE, INCHES PER CENT BY VOLUME DATE: 2/24/20I4
MATERIAL DRAWN: KWL
2-CURB RAMPS SHALL BE INSTALLED AT EACH INTERSECTION OR DESIGNATED CROSSWALK 3. CORE, DENSITY AND GRADATIONS ARE REQUIRED AND SHALL MEET
LOCATION AND MUST MEET THE MOST CURRENT ADA STANDARDS AND SPECIFICATIONS AT THE THE OF CONSTRUCTION NCDOT SPECIFICATIONS 3/4" 1-1/2 , 2 5 t I
.`��:.:�.,- . . �^: DESIGNED: KWL
REVIEWED: JHR
3.ON ACCESSIBLE ROUTES WHERE SIDEWALK IS LESS THAN S'WIDE.PASSING SPACES AT LEAST S'XS'SHALL BE LOCATED 4. SUBGRADE AND THE CURBLINE MUST PASS PROOF ROLL BEFORE THE 3/4 , 1 6 t I
AT REASONABLE INTERVALS NOT To EXCEED 2OV. CURB IS INSTALLED (IF ANY CURB IS SHOWN).. APPROVED: JHR
DIAMOND PLATE DOWELS 3/8 ,1/2 7-1/2 t 1
(4 1/2" X 4 1/2" X 3/8" 0 18 O.CJ
One Call Center SCALE: 1" = P
RAISED SIDEWALK WITH TYPE B CONCRETE PAVEMENT DETAILS Cali Before You Dig
THICKENED EDGE DETAIL ASPHALT PAVING SECTION LONGITUDINAL CONSTRUCTION JOINT „ „
NOT TO SCALE NOT TO SCALE NOT TO SCALE 1 I800-632'49 9 C461
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— B d \NNiN11NN
PAVEMENT OR 24' `�Q',
FACE OF CURS ` ` �•.•�6 �i�'
.•i S a:: a F a ••:6
A V:
O _ JOINTS SHALL BE WATER TIGHT a f.W .0
Zi
'
WHEREE SHOWN I I. \ \ WITH FLEXIBLE RUBBER GASKETS y:: F=nv w .•�
CLASS 2 OR 3 BACKFILL Be _III c
TO BE PLACED IN LAYERS _ :Y i �Z Z '
ev. 8" MAX. COMPACTED DEPTH III Bd SHALL NOT BE GREATER '��id�j�•'--.. „:•; C>pp0�`
e I:SO(2x) 4'PAINTED WHITE COMPACTED TO A DENSITY -I - THAN Be PLUS 2' FOR 9FILTER
y'4 t ♦A`��
' SLOPE MAX STRIPE(TYP.) REQUIRED BY SPECIFICATIONS I I I—I PIPES UP TO AND INCLUDING - -- - - Ott/NNluri�a\\e
IS'
S -I I I 2 GREATER THAN 30'PIPES
CONC. PIPE
« 4'PAINTED WFRTE
e STRIPE(TYP.) . a p\NliliN4(/ttf
PIPE ZONE I I PERMIT SATISFACTORY
18'-0" 4 7/8' 5 I I( - JOINTING AND TAMPING - - - - - - `\\40 lrtit�i
45' m - 157,
I=1 OF BEDDING MATERIAL ��� •"�• s �i�
SYMBOL (WHITE) �� \ M I I I I ( UNDER B AROUND PIPES. � � � 24" -�- 24 ��INTERNATIONAL _ PARENT MATERIAL COMPACTED f a: ULEGEND AND BORDER - a TO 95% MAX. DRY DENSITY USING NOTES: sio%
STANDARD PROCTOR COMPACTION W �REFLECTORIZED GREEN I1. INSTALLATION OF FILTER FABRIC AT JOINT- AFTER =Z;u- 23ESE E -II TEST. EACH SECTION IS JOINED UP, THE CONTRACTOR SHALL APPED"� I I I- PLACE TWO (2) LAYERS OF FILTER FABRIC AROUND THE AROUND PIPE JOINTS V,`, __ JOINT, A MINIMUM OF FOUR FEET WIDE, CENTERED ON THEAQ. '� �-III-I I (—I I� I I—I I I I 2. FILTER FABRIC SHALL BE A NON-WOVEN HEAT-BONDEDq
0 /1 N i „ iT: , , , ,T,
4 FIBER OF POLYPROPYLENE AND NYLON FILAMENTS
ALL STORM PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP), CONFORMING EQUIVALENT TO MIRAFI 140 N.
BACKGROUND - 4 1/4" 4 I/4" ; 1 I
REFLECTORIZED WHITE TO ASTM C-76 CLASS III, UNLESS OTHERWISE NOTED.
60"MIN.FOR STANDARD STORM LINE BEDDING DETAIL CONCRETE PIPE JOINT DETAIL j
ACCESSIBLE SPACE
V-0°
96'MIN FOR e NOT TO SCALE NOT TO SCALE I
VAN ACCESSIBLE SPACE 3
(SEE PLAN FOR LOCATION)
v �
NOTES:
NEW PAVEMENT '•
i. STRIPING AND CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE p
FEDERAL. STATE AND LOCAL CODES AND SPECIFICATIONS.
2- 2% MAXIMUM SLOPE IN ALL DIRECTIONS WITHIN ACCESSIBLE PARKING SYMBOL - STORMWATER WETLAND PLANT
SPACE AND ACCESS AISLE. REFLECTORIZED I I
3. ONE IN EVERY 8 ACCESSIBLE SPACES SHALL BE SERVED BY AN BLUE AND WHITE I j
8' WIDE ACCESS AISLE AND SHALL BE DESIGNATED "VAN ACCESSIBLE". 12 RECOMMENDATIONS:.
I ;
ACCESSIBLE PARKING SPACE STRIPING DETAIL SHALLOW WATER
...... ..
NOT TO SCALE PER NC STATE BUILDING Botanical Name Common Name o
CODE DETAIL R7-80 MAXIMUM _
n I I m
SELECT FILL COMPACTED Herbaceous Plants I 1 ! ! >
FACE OF CURB TO 95X MAX. DENSITY USING - I j ¢
PENALTY m CTHE OMPACTION
T PROCTOR ACaras SabcOtdafum SWeefflag
� c I�f � COMPACTION TEST.
-I I I Alisma subcordatum Water plantain I ( 1
Be _ I
$250
i_I- 111 I I�( Hydrolea quadrivalvis Waterpod '
Bd SHALL NOT BE GREATER Iris virginica. Blue flag iris j I
0110,97.E I_III i I
THAN Be PLUS 2' FOR Juncus effusus var. py/aei or so/utus Soft rush � I
_ PIPES UP TO AND INCLUDING
_ WHERE MIN 30' AND 3' FOR PIPES Ludwi la s Primrose willow
PIPE ZONE ( _ APPLICABLE GREATER THAN 30" TO g pp• I
1 (TYPJ ` ? / I I PERMIT SATISFACTORY Peltandra virginica Arrow arum i z
LEGEND AND BORDER - I I 1 I=_I JOINTING AND TAMPING O
REFLECTORIZED GREEN �+ -I i _ OF BEDDING MATERIAL Pontederio cordato Pickerelweed
4' WIDE WHITE FTT
_ UNDER B AROUND PIPES.
TRAFFIC STRIPING VAN ACCES ( I— Sagittoria Jotifolia Duck potato Z 0)
TRAFFIC
Q PARENT MATERIAL COMPACTED ll
Sagittar/a loncifolla Bulitongue „
BACKGROUND -
m I51E,
I I TO 95% MAX. DRY DENSITY USING -
REFLECTORIZED WHITEc O
- I I STANDARD PROCTOR COMPACTION Saururus cernuus Lizard's tail I"'U m c� U
TEST. Schoenopiectus tobernaemontani Soft stem bulrush �� - M E o
WHERE APPLICABLE _ II
ONLY I -I I—I ( I—I �—) �_I III= Schoenop/ectus americans Three-square bulrush =� = M U "m
NOTE Schoenoplectus pungens var. pungens •L 5 01 U
ALL JOINTS SHALL BE WRAPPED WITH FILTER FABRIC c 0 • - `o
HANDICAPPED PARKING SIGN STORM LINE BEDDING DETAIL FOR PAVED AREAS sal pas cyperinus Woolgrass (,�� c -0 U >
m M � a °
zizaniopsis miliacea Giant cutgross 0 > n-
NOT TO SCALE NOT TO SCALE (1).G Q Co o U
SHALLOW LAND m
9'-O' TYPICAL _I c x
Botanical Nome Common Name 0 (0 0 o
Herbaceous Plants == In C
Asclepias incornato Swamp Milkweed (-- C N
TYPICAL PARKING SPACE F= 3
Corex tenero Quill sedge
NOT TO SCALE Chefone glabra White Turtiehead
Eupatoriadelphus dubius Dwarf Joe Pye Weed
Eupatoriodelphus fistulosis Joe Pye Weed N U)
Eupatoriadelphus maculatus Spotted trumpetweed J
ROUND C4P W/ CONCRETE TOP OF BANK Q
TOP OF BANK Hibiscus coccineus Scarlet rose mallow �-
ELEVATION: 42.50 •
ELEVATION: 42.50 Halberdleof rose U � W
-, FREEBOARD LEVEL TOP VEGETATIVE SHELF
�Ii1=Ii ELEVATION: 42.00 ELEVATION: 39.50 Ili( Hibiscus loevis mallow = Q
lil=lil-lii i=�I=1I1= z _
1lli=i i-III- FOREBAY 10' VEGETATIVE SHELF ,!li'II-'II�I Kosteletzkyo virginica Seashore Mallow
- =_�J.=�L� WALL MAX STAGE - 11=i I I-f I - (3 W
111=IIn1i2 ELEVATION: 41.00 (SEE NOTE #4) 3� -11�
l-III-III. II-III-ill- Lobelia cardinolis Cardinal flower W Z N
�II � ICI TEMPORARY POOL �j'I _I�1-1� Lobeliaelon ota Lon leaf lobelia Z
9 9 O
&' OL4ME7ER STEEL PIPE - T LONG _iIi-III / ELEVATION: 40.00 - - II - (I-�1 Lobelia siphiJitico - Great blue Lobelia ¢ Q
1= 10' WIDE WEIR h : I-
I=,11_lll I I ELEVATION: 39.00r I'' U —
FILL WITH CONCRETE ;11�! 1;_ SEE PLAN FOR iII 111_iI' H
4> I LOCATION PERMANENT POOL I-_jii-jjj I' Rhynchospora cotoroto Starrush whitetop Q Q Q
1III1i1 (SEE NOTES) ELEVATION: 39.00 \0( - I�i '1 II=' SOCCharum bOJdWinii Narrow piUmegrnSS ZOf
�-
-f o
�IIII BOTTOM VEGETATIVE SHELF lam, I I i'I { 11 Shrubs
z
PAINT PIPE, COLOR ..1 ELEVATION:(-. ELEVATION: 38.50 ' 'I(=III II i1�-I1 iI� r Z
To BE APPROVED h I hTI- I_T, i1= 1= I!!=IT-,
BY OWNER NOTES: i=,11 TI Aronio orbufifolia Red Chokeberry (/� Q
CONTRACTOR TO EXCAVATE -III ! ��i11' � Z W
iIII-III II=III- - CONTROL STRUCTURE c
I. WET POND TO BE USED AS SKIMMER SEDIMENT BASINIr, j jii VEGETATED SHELF AS NECESSARY TO Cepholonthus accidento/is Common Buttonbush ` o —
DURING CONSTRUCTION AND STABILIZED WITH '1 I I- PROVIDE 12 -I8" CLEARANCE AROUND I I I(- � (SEE DETAIL} vLL
InS i1I'I ALL SIDES OF ORIFICE OPENING 'II il-� Clethro olnifolio Sweet a erbush �
(10
pA(iEA{� TEMPORARY SEEDING. i I�-j I jr, _ P PP w W Z
2. UPON STABILIZATION OF THE CONTRIBUTING DRAINAGE Ili-{' -I,, !I=-II:I Cornus amomum Silky dogwood ii W AREA. CONTRACTOR SMALL CONVERT TEMPORARY � II ,��W
SEDIMENT BASIN TO WET DETENTION POND. ALL _I 11 ,II \'� II ::__ 11 W W Q
SEDIMENT SHALL BE REMOVED AND POND SHALL BE Cyri/Jo rocemiftora TiTi Q 0-
- o - REGRADED AS NECESSARY TO ACHIEVE ORIGINAL I-d l - 9i I lilf=.i=)i-
;o O o 0 o i 0 0 o DESIGN ELEVATION AND PERMANENTLY VEGETATED AS Gordonia lasianthus Loblolly Bay Ll i (,7
0000000000c - 000000 00 INDICATED BELOW. „I - L� - I I-ll_
> 00000 I ( o00 0 '11= 11 11-i11-
' ( 3. SEE GRADING PLAN FOR ELEVATIONS. �'_�1j-11I - I�i1=' Hypericum densif/orum Bushy St. JohnSworf W
4. POND SLOPE SHALL BE SODDED OR SEEDED WITH � ('
'I'-�" ill=1 =�'
CENTIPEDE GRASS MIX AND COVERED WITH EXCELSIOR 51D 1,1,nI ��„ Ilex deciduos Possumhow a W Z
MATTING. I i-!I1=!I BOTTOM _ Pond Elevations _
I ) S. A TEMPORARY PUMP SHALL BE USED TO DRAIN PONDS -i I!=i l l—i l ELEVATION: 35.00 1 //ex lobro. inkberr
FOR MAINTENANCE OR IN CASE OF EMERGENCY. -i I I=i I I-1 (ice l(�i Temporary Pool Elevation. 40.00 9 Y z
SET !N ONE CU. YD.--a a I I 6. FOREBAY WALL DESIGN IS THE RESPONSIBILITY OF THE -1=1 I I •�1 i�11 Q
OF CONCREJE 3'x3`x3' Permanent Pool Elevation 39.00 ltea vir inico Virginia Sweets it a
J I I . I .1 ,j' CONTRACTOR. CONTRACTOR SHALL PROVIDE =ll- i- BE CLEANOUT _ g g P e IJ..I
a' PROPOSED WALL DESIGN DRAWINGS SEALED BY A '=i]_ 11 ELEVATION: 34.00 Top of Vegetative Shelf 39-50 - Rosa palustris Swamp Rose a'
o NORTH CAROLINA REGISTERED PROFESSIONAL r- 1 i�Il -i-ill-III-
• . ( �. I, I ENGINEER. i i In I1=I I�I i i=1I1=i i!- Bottom of Vegetative Shelf 38.50 North Carolina
7. WET DETENTION BASINS SHALL INCORPORATE MINIMUM I InIIninIInIInII Voccinium crassifo/ium Creeping BlueberryJOB NO'. J-24724.0000
I I OF THREE (3) DIVERSE SPECIES OF SHALLOW WATER 11a11--� =11j Bottom of Pond 35.00 DATE: 2/24/2014
EMERGENT AND SHALLOW LAND HERBACEOUS �nrlll-an-ill-;, Viburnum nudum vor. nudum Possumhow
to VEGETATION (EACH) ON THE VEGETATED SHELF. A Sediment CieanOut Elevation 34.00 DRAWN: KWL
a� 4 •I MINIMUM OF 50 PLANTS PER 200 SF OF SHELF AREA SHWT Elevation 39.50 DESIGNED: KWL
• L _J; SHALL BE PLANTED. PLANTS SHALL BE SELECTED ,,.� „-.�. .. REVIEWED: JHR
FROM CHAPTER 9 OF THE NCDENR BMP MANUAL. ON - _ a' APPROVED: JHR
THE TOPS BERMS AN ON I SLOPES One
Call Center SCALE: 1" = 1'
OF CONTAINMENT BERMS. MAINTAIN TURF GRASS IN - C� You Dig
ACCESS AREAS. PERMANENT WET rp" ,i 7 :' luii! �e
BOLLARD DETAIL DETENTION DETAIL (` -9es7� " C4 * 2�
NOT TO SCALE 1 800 632 4949
NOT TO SCALE

�1\o�eeNrn„4j
HEAVY DUTY FRAME W/ GRATE y,
US FOUNDARY 4I90-6259, OR %%% NO/rd+iy�
• APPROVED EQUAL ���1p':.............,•LQ,
o TOP OF PAVEMENT MORTAR �0�' Epp= lz '• ram.
FINISHED GRADE aF W o a
O�=u li t� 3
.- '.k"yYCi;,,`rF ' Bch • ~�W Z .'AZ
AQ
ppppp
oate` PROTECT WEIR WITH FILTER
2'-B" a 2'-3' (MIN.) FABRIC AND RIP-RAP WEIR ELEV gON11R0\1\\\O
WEIR (SEE CHARTI
a I�
FILTER FABRIC 3� �J��```P,. .. if-
a > EXISTING GRADE ,<. WET DETENTION 0� ?'• ••�dQ�'�
a
a_•6
APN
77
5 BASIN
a x6EY0ND TEND STOTOE OF NE SLOPE �� •u• 2:Y
a 6" D' 6 SUBGRADE DRAIN r.0
PRECAST CONCRETE W/ SOCK INCLUDED W/ �dp'•?' ;'�_�`�
W CONFORMING
C913,ROR 8 BRICK vd 7 �i++f+•• 1",,4. INLET (SEE PLAN FOR '�, ti
• SIZE 6 LENGTH)
0 1/2" 1.2 MORTAR ON = INVERT SHALL BE AT 1
OUTSIDE AND INSIDE. ad N d BOTTOM OF SUB-BASE s
V OR AT TOP OF WATER
TABLE, WHICHEVER ^' r =
I i
z ° a w IS HIGHER '<
SECTION
Z ..
4"-O' MIN. _ �IIN. �� E
SNr� JT m
o ,
f y
TOP oFaA.�h ; j
_ I
I
SEE PLANS FOR I r--------_, I U%EIRELEA' !
SUBGRADE DRAIN I ( I I FILTER FABRIC 1 i
SIZE AND LENGTHI I 22' I ( 3 FOR
I _ I I _ z FLATTER
A I
vAR1Es I i
'a (SEE CAAR'I) z
I w
WEIR TOP OF "L" m
ELEVATION BANK (FT) I
L— ----�—_J I 41.00 43.50 10
i I I
____ ____ EMERGENCY OVERFLOW - RIP RAP -
NOT'1.O SCALE
PLAN
I
STANDARD INLET - SINGLE GRATE TYPE
NOT TO SCALE Z2
D (0 g 10
LrLV m co y
1�h C M o
WIDE OPENING NOTE: _ V ®0
THE PRECAST MANUFACTURER IS TO PREPARE AND = m ' � t t
SUBMIT TO THE ENGINEER DESIGN DETAILS AND c 4) o := V °
CALCULATIONS FOR THE STRUCTURES SHOWN BASED ON °
THE DESIGN CRITERIA SPECIFIED. THE DESIGN SHALL BE c • = o
,aoncr,aaa,n,p. eea:a tb2 C N o
PERFORMED UNDER THE DIRECT SUPERVISION AND C.
p o"
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN to c Q p E v
C+ THE STATE OF NORTH OR SOUTH CAROLINA EXPERIENCED (n
IN THE DESIGN OF PRECAST CONCRETE THE DESIGN 0 t C4 O °t
SHALL INCLUDE PROVISIONS FOR HANDLING STRESSES y Y U E u °
EP— r 2" SAND LEVELING BED EP AND CONSTRUCTION LOADS. REPRODUCED COPIES OF Z a m
PAVING BLOCKS, (DO NOT COMPACT) r— _M
ASTM 'STANDARD STANDARD SPECIFICATIONS FOR PRECAST � � �
t _-----_--_ < 12 1 12 1 _ _ REINFORCED CONCRETE BOX SECTIONS FOR CULVERTS, m N f
AND 271
A SUBSTITUTE�FORR DESIGN.S WILL NOT BE ACCEPTED AS 2 Of i_ j
11—w N m
�� -
------------------------------------------------------ - - - - -
Outlet Structure Dimensions 3
r i i Permanent Pool Elev. 39.00
TRAFFIC II ;-----' 2•STEEL GRATING HD6 lox
' 7 L I I Temporary Pool Elevation 40.00
EXISTING (CO #57 STONE BASE EXISTING —1 I A
Orifice Invert/Size 39.00/1.0"
/!t ROADWAY (COMPACTED} ROADWAY — — —
Grate Top 41.00 N U)
14-
SECTION "A-A" I Pipe Invert/Size 39.00/ 15" J
Bottom Elevation 35.00 -Ld > Q
NOTE: PROVIDE GRATING V 3 I j
GENERAL NOTES: FRAMING AND TAMPER Z = G
GO FILL VIEW FILL CORES OF PAVING BLOCKS WITH TOPSOIL �
RESISTANT CLIPS NOTE'M ORACTOR TO INSTALL FLOATING Oj w
33] AND SEED IN ACCORDANCE WITH SPECIFICATION � SKtlIY�R FOR DE-WATERNe DURING CONSTRUCTION W z I:V
a SECTION 1660. RMSMACTSW THE m DRAIAIL
NAGE S�UPON STABILIZATION TOF Q
r PVC ORIFICE AS SHOWN.CONTRACTOR RESPONSRA:E PERMANENT
J
a CROSS PIPE (OPTIONAL FOR PROVIDING ALL FnTN68 2•STEEL 6RATOle H.D.G. Q
AS DIRECTED BY THE FRAME MOLE Q O Z
o ENGINEER) FRAME Nee
U
22)2'ANGLE
FRAME NOS O F Q
w . \, EMERGENCY OVERFLOW Z F 0
J PAVING BLOCKS Z•O l\ 4'PVC CLEANOVT U� Z Q
TEMPORARY POOL 4'PVC STUBBEDINTO BOX I I r N Z W Q
PERMANENT POOL - _ I rI, W ILL. Z
/y W
PAVING BLOCKS TO BE
PETRECAST a STEEL GRATSiB N.O.B. i 4'PVC TEE C6
MANUFACTURER w
I �� ( 48" N 48" }V IE C E i V E a
2" SAND LEVELING BED — =j Z LLI
0
MAR 2 4 2014
(DO NOT COMPACT) — — — — — j W
o PVC
1O' 0° 25'-0" (TYP.} I t0'-0' I � W/HART FOR LID iBY:�_ a LL.I Z_
I 10" #57 STONE BASE \ (SEE CHART FOR$rsE1 Q Q
i (COMPACTED) PIPES
6• MIN. 6" MIN. Z a
.: TRAFFIC OUTLET PIPE tVOrth CalY7luNi
BOTTOM ELEVATION
JOB NO: J-24124.0000 CONTRACT STANDARDS DATE: 2/24/2014.
AND DEVELOPMENT UNIT
i Office 91s-]OT-695o FAX [phone] N_L N DRAWN: KWL
�t
" DETAIL FOR DESIGNED: KWL
REVIEWED: JHR
_ - PLAN VIEW ISOMETRIC VIEW MEDIAN CROSSOVER O7fE Cau CCIJ><CEr APPROVED: JHR
ORIGINALBY: C.O. Cuevas GATE: io-w "J SCALE: I° = I'
Woo I' SSY. E E BIRD wie: 11-03 Cali Before You Dig
FILE SPEC.: •.,ws•• , ., •.. OUTLET STRUCTURE DETAIL
NOT TO SCALE 1-8OM32-4%9 C4 * 3

S
p
```a```pl0luuuN014b
O GENERAL NOTES: Z li
m O N ; 0�: ,»Z z t` •'•.Y L
" C7 M BACK OF CURS FAME CMiAT USE CLASS "B" CONCRETE THROUGHOUT. O Cn o m S °"'1 Z 0:' <O m
1-•1 1"'1} �-+ EXPANSION JOINTS >- o Q: F w c o ;c -
E <� X F1 BEVAT10N PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" ~Q <;i QQ U: ==ic71a- c
��• ZO �'9" ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Z _ O O 6'r E� 4'-6" 4,-B" Z a=(,] %Z 1- O v :4,
1-1 O OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR N4 BAR DOWELS AT ,y ( U >M O „ r--1 �' • i� W Z e O
s r m O v o s v ° 12" 'CENTERS AS DIRECTED BY THE ENGINEER, ly J O CD r O m-1 O „ „ 6 6" LL.J O M �y dQ••••.••.••• . '•Gp�A
O -I p- ?-::• :'.::. ;. STD. 840.03 FRAME a Z , ��
1m.Z�=D Y - Y .y a z mZ =-� #4 BARS V oo = - O, N ..•< .6
L USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O 00= 1.4 -) > E AL E _,,,� GRATE & HOOp fY°� /4/ CER
=O D C'>m v A - -��- _ a. ; IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q Q LL= =O D Q Zi.l 3„ 1 it. t 1 1 " <Q O= ///1411f11111110%%
•: m io p:, •;o AS SHOWN ON STD. NO. 840.00. 1-V cc O(r - Z= LC !Oy
S =CA O .? 6n :: B 6„ = USE TYPE „E-, „Fr' AND "G" GRATES UNLESS OTHERWISE INDICATED. =f"Z'~ _ O-n ~ W
Z -O �'1 -y. ��_� :o W Z -O 1'f I / 1-S Z
• ,�O I,y g-, FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER O 2 LL ON J O pry i N¢O 1-4 o Q
C7_=Z ::o, c '- 8'-0" Td 16 -0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJIRiT O O O Q n==z in h io - w C C/3 CC �N
.. - :°'•- •.-:o•.' . QUANTITIES ACCORDINGLY. 2 R m R j v �6'-0" Z M ��� •., tSt �i,
`ZDD v _ Z F1 `.tyD �o _ < '>
O~ PLAN ••po•a ..p. CHAMFER ALLEX ONSTRUCT WITH PPOSEO CORtiERSIPE CROWNS Mt^CHING. a0 O� ' ¢a r1: "' LL WRB AND GUTTER WITH CA HT'C .BASIN ON STEEP GRADES a0 v-per ••d2'•.. -
O0 y" SEE NOTE , W o ¢ ¢m a r Lu :Ir:c A dam;u
z X SECTION X-X DRAWING NOT TO SCALE. O z <e " o TOP " o _cQ1 w 3:c-
a w _ a "' ELEV. 6 a y w 2.
GRADES 2% AND UNDER
USE ON FLAT EXPANSION JOINT SY .Od 4�:=
eul
W - ' ' - STEPS03
- STD. N0. 840.66 STEPS
RI AT - STD. N0. 840.66 S I - 1 I DEPRESSED GUTTER LINE '''`'`�fj •fN ••• 11`�`,,`
u _ _
c " Jp
EXPANSION JOINT
A rn
6" 6n 1 - - - - - - cc
- - - PLAN OF TOP SLAB SECTION S-S M
cr
1 1 �} P• m A- LOL = O NORMAL CURS AND GUTTER ON LIGHT GRADES LLi- o
Z ~
= 1-, 7 B I :: cm to Z 1-1 cs N
i co ro '. :'p•'•:v•": •:b °:r' T E-�•I -% _p Z (!I NORMAL GUTTER LINE Z 'Q W i >
n I Q W
N = 0. 1-'N m C" N 'A = EXPANSION JOINT „ ~ m a I m
e ? = 6" G :. 6" = 3" M 6" E #B „Wn BARS #4 BAR 3 1-4
m � 6" C Q = m TOP Q a
SECTION Y-Y a r _ Ec oC =
-I po Y.' c � n " I a USE ON GRADES VER 2%
2 m Z :a D : D O V m Z @ A S
C D VARIES 'p s` -'•, Q C a ` , i - - DEPRESSED GUTTER LINE Q W I
_ ion
'? •° Q V rD EXPANSION JOINT MAX 6'-On
O" Q V O i
•P 0 S. vo.' •:°:'o'l`'b o c• f p'' :o• A O BARS " " - ". 6" 'v- z = !I
_ �° .P '• 6" SECTION J-J m • :: :n.q:•., . a s:<, :;. :.,. . IW- _ 1hz DOWEL ELEVATION FQ--
A SEE NOTE WHERE 30" m 36' PIPE IS USED SECTION N-W O W - > SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES CC N
1701 W N - WHERE 42" TO 54" PIPE IS USED = �' N W F-i _
M V r m �'Z co z - MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEZOIr N WZTN NO RIS(81 * 1•••1 = r
(' Z WHERE 3D" TO 36" PIPE IS USEU
N O RISER HT• -• J 0 �..� DIMENSIONS OF BOX AND PIPE COVER - CU.YDS. CONC. IN BOX DEDUCTIONS J ® m
c•' ::FFFs
':c. :.••:o• DIMENSION L ONE PIPE ('S
Z -T _ 'O PIPE SPAN WIDTH WIDTH .SPAN MIN-. HEIGHT BARS-U BARS-V -BARS-W -- TOP BOTTOM /C• Z
O J p J Z Z O Y I C.Y. R.C.
.';. p-:;,:• • 1.,::..::• b;:.r- g M LLI =T D ..A B C G H E F NO. LENGTH NO. LENGTH NO. ENGTH TLBB. SLAG SLAB Wn art-' ° . n : . a t2" 3r-0„ 2,.2" _. - __ 2'.g" .. .. .. _• __ _. .. ._ 0.235 0.772 0.016 0.026 '
P4 15" 3'-0" 2'-2" 3'-0" - - 0.235 0.829 0.023 0.036-
> 1. A o'•i .-! A 6 18" 3'-0" 2`-2". 3'-3" 0.235 0.887 0.033 0.048
•t4 c •_ 24„ 3,_Gn, 2r_2„ - 3'-8" - A.236 1.001 0.069 0.086
30" 3`0. 2`-2„.. W-4" 4'-3" V-2" 4'-0„ 4 7'-5" 2 9'-9. 3 3'-9"-. 39 0.123 -0.321 1.433 0.092 0.127
36" 3`-0". 2'-2"- 3'-10" 4'-8" V` 8" 4'-0" 4 t'-it" 3 3'-9" 3 -3'-9" - '43 0.161 0,358 1.714 0.132 0.178
WHERE 42" TO 54" PIPE IS USED 'nr"• '�-'ti'- --. -- 42" 3'-0" ' 2'-2n. 4'-5"- 5 -3 1'e5" 3'-2" 4. i'-8" 2 2'-11" 3 2'-11" 32 0.112 0.318 1.738 0.180 0.243- -
' n�.• .o.• - a .
�,,rM s � OD
48" 3'•p" 2'•2" 5'-0" 5,-9" 2,-0" 3'-2r' 4 2'-3" 3 2'-11" 3 2'•11" 35 0.745 0.352 2.052 0.235 0.31T
^r 54'• 3•_p" 2'-2" 5'-7" 6'-3" 2'-7" 3'-2" 4 2'-t0" 5 2`-it" 3 2'-tt" 4t 0.160 0.386 2.387 0.297 0.401 i
EET 1 OF 2 OF RISER CONSTRUCTION PUN PLAN SHEET 1 OF 2 MEET 2 OF 2 SHEET 2 OF 2
1840.02 1840. 021 • RISER HAS .226 CUBIC YARDS of CONCRETE PER Fool HEIGHT $40 a 02 I i i Z
Z
m z00 om o� � o �
'10 » i--I U 00 ch H
cj
<. 43" NOTE: USE TYPE "E", "F" AND "G" GRATE da H�Z DETAIL SHOWING TYPES OF GRATES 2 as ~� _ o oQ
z UNLESS OTHERWISE NOTED. IN P P z to O USE ACCORDING TO WATER FLOW. 1 "� z�'_ '- o ° -
aMO�o a _' f1¢(7C3 D► 107Dco) M=MO O e � Ss
mzm=tn coosz mZm='i a oo°-zz c a) ° `_'
F-1 -I > B n n fn. t-1 "'I D =Fri - D s u D
'O=n� WQZLL n' O�C>� rr n » » » » Z Q C C >
=-nZam t`» 2 „ i-o -0cD x-n>>m TYPE G TYPE E TYPE F A A 1rr� 1 9�" E- v�ocs.'s �_ > o -0 "11
.• 090 2r8 tom`- Q t,y - =C��O �x�Zty IS Q � � Eu
Lu
Z 1-1 r- "T01iA
-_i N N co LLOJ ZpgOM-TI _ �T COF-LL 0_j � 5 � CV � -0f
n= Z - SECTION - LL SECTION - NM 0 O M OC t�_ Z T » O O V>Q Q Y Q E u o
• a z ,,x n a WATER FLOW --•- SAG -F WATER FLOW f9%s Z . + �� z o
nDI A A ALIGN FRAME 1 " F-,>., �-� �,>.1 w c
(�A11 ' EDGE OF WAL mI r w C O Z ' - W O m
z �� FOR VERTICA ; 1» j_ aAy� 1 ~ �� O O
LTA O B 1� 12» ° 0 �S
» _._ _ C
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SECTION - ae - - - - - - - - - - - - - - - - - - - - 3
- - - 11i'2„
B SECTION - PP SECTION - NN F=
SECTION B-B
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North Carolina
- JOB NO: J-24724.0000
DATE: 2/24/2014
DRAWN: KWL _
DESIGNED: KWL
REVIEWED: JHR
i� �I�I �d•L'_`.a �Call Center APPROVED: JHR
H SCALE: I. = 1'
MAR 2 4 21 Call Before You Dig
IPs The Law
1-800-632-1949
NIPPON C4 * 4

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TREES
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DITCH S (SEE DETAIL) Acerrubrum Autumn Blaze'
I$BENCHMARK 2.5"min.cal-Qty: 16
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SET STAKE ".g" NOWAY 421
ELEVATION: 36.76 quired Buffer P -
N: 237309.97 =L
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FOR EVERY 200 SF. PLANTING SHELF IS 2280 SF=570
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Y AREA ga 44 <, ° a'-0 & ---- x I " x x PLANTED ABOVE POND LINE ON r U m M N
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JO NO, J-24724.0000
1�`III I " II 1 J` II Idl 1 SageDesign PLLC DATE, 1/22/2014
1 GRAPHIC SCALE
1 1 ' ' II' III 1, III II' ,II DRAWN, SLB
5.4 understory trees and lawn _ I, 1' I 1' I II I ll 20 o to 20 40 Sara Burroughs,RLA DESIGNED, SLB
II 1 ,II 1'1' I` II 228 North Front Street REVIEWED,SLB
I II 1 1, 1 Suite 202D APPROVED,SLB
II " II Wilmington,NC 28401 SCALE,
Provided Buffer - - — _ 'r
' III 1 ' b, , I ( IN FEET )
276 linear feet= 3 Canopy, 6 understory trees, and — - I' 1 III Ph. (910>2 esign.8
1 inch = 20 ft. [e-mail]
lawn Ll 1
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qBETWEEN
0 0 0 TYPICAL PLANT MATERIAL NOTES
m STAGGERED
ROWS 1. ALL PLANT MATERIAL SHALL CONFORM TO THE MOST CURRENT STANDARDS ESTABLISHED BY THE
AMERICAN ASSOCIATION OF NURSERYMAN".
0
2. CONTAINERIZED PLANTS SHALL HAVE A ROOT SYSTEM SUFFICIENT ENOUGH IN DEVELOPMENT TO
EQUAL SPACI ALL PLANTS EDGE OF PLANTING BED HOLD THE SOIL INTACT WHEN REMOVED FROM THE CONTAINER. THE ROOT SYSTEM SHALL NOT BE
NOTED AS ON-CENTER (O.C.) PLANTING ROOT BOUND,A CONDITION WHERE THE ROOT SYSTEM IS DENSE IN MASS, EXCESSIVELY
DIMENSION IN THE PLANT SCHEDULE INTERTWINED,AND HAS ESTABLISHED A CIRCULAR GROWTH PATTERN.
6"SLIP KNOT WITH STOP KNOT, TOP OF ROOTBALL TO BE 2" TYPICAL PLANTING BED LAYOUT 3. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY,VIGOROUS,WELL-ROOTED PLANTS AND
6" LARGER THAN TRUNK DIAMETER ABOVE FINISH GRADE ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH
3/4" NYLON STRAP ARE GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION.
ROOT CROWN TO BE LEVEL WITH BUTTRESS ROOTS 4. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY UNLESS APPROVED BY THE LANDSCAPE
FINISH GRADE, ± 1" KEEP MULCH 1"-2"AWAY FROM TRUNK ARCHITECT PRIOR TO SHIPMENT.
KEEP MULCH 1"-2"AWAY FROM TRUNK MULCH; 3" MIN., 4" MAX. DEPTH.
REMOVE TYPICAL EXCESS SOIL FROM � 5. ALL TREE PITS, SHRUB BEDS AND.PREPARED PLANTING BEDS ARE TO BE COMPLETELY EXCAVATED
GROWER OVER ROOT SYSTEM, UPTO 1" MULCH; 3" MIN., 4" MAX. DEPTH. IN ACCORDANCE WITH THE PLANTING DETAILS. cu
DEPTH. REJECT PLANTS WITH MORE CUT ROOTS AS NECESSARY IN � a
THAN 3" EXCESS SOIL. WATER BERM; 4" MAX HEIGHT. INSTALL CONTAINERIZED PLANTS THAT ARE 6. TOPSOIL AMENDMENTS REQUIRED FOR SOIL MIXES SHALL BE PROVIDED BY CONTRACTOR AND
OUTSIDE OF PLANT MIX BACKFILL 2^ POT BOUND. REJECT PLANTS THAT APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. CONTRACTOR MUST LOAD, HAUL,
vJi
1"x 2"x18"WOOD STAKE, WITH ARE ROOT BOUND MIX AND SPREAD ALL TOPSOIL AND OTHER SOIL ADDITIVES AS REQUIRED ON SITE. w
3/8" HOLE CENTERED. DRIVE FIN.
STAKE IN LINE WITH STRAP GRADE
FINISH GRADE ] CONTRACTOR SHALL VERIFY AND/OR AMEND ALL PLANTING SOILS TO ENSURE PROPER SUITABILITY
'V'TRENCH AROUND ENTIRE PLANT BED INCLUDING STATE RECOMMENDED QUANTITIES OF NITROGEN, PHOSPHORUS,AND POTASH
10" m NUTRIENTS AND SOIL AMENDMENTS TO BE ADDED TO PRODUCE QUALITY PLANTING SOIL FOR ALL
" <" # 8 LIFT AT E
ii PLANTING MIX (SEE SPECS.). INSTALL IN PLANT MATERIAL TO SURVIVE
REMOVE TOP 1/3 BURLAP AND ANY S, WATER BETWEEN LIFTS
NAILS, PINS, ETC. PLANTING MIX(SEE SPECS.). INSTALL IN ! ' ` u
8" LIFTS, WATER BETWEEN LIFTS. UNDISTURBED SOIL 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL PLANTING PITS PERCOLATE U
REMOVE TOP 2/3 OF WIRE BASKET PROPERLY PRIOR TO PLANTING INSTALLATION.
UNDISTURBED SOIL — o
RAISE PIT BOTTOM AS NEEDED TO ENSURE TAMP SOIL MIX UNDER PLANT BALL TO 9. SHRUBS, BULBS,AND GROUNDCOVERS SHALL BE TRIANGULARLY SPACED AT SPACING SHOWN ON "
BUTTRESS ROOTS ARE AT CORRECT HEIGHT. 6" MIN. MINIMIZE SETTLEMENT
14" ROOTBALL 14" PLANTING PLANS AND/OR IN THE PLANT SCHEDULE. >
FIRM SOIL UNDER ROOTBALL. MIN. DIAMETER MIN.
i
10. THE CONTRACTOR SHALL THE VERIFY EXTENT OF SEEDING OR SOD AREA WITH OWNER
A SINGLE STEM TREE INSTALLATION DETAIL u SHRUB INSTALLATION DETAIL REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
B TREE INSTALLATION NOTES
SCALE: NTS o SCALE. NTS
1. ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK(ANSI, 1990, PART 1, "SHADE
AND FLOWERING TREES"). s
2. TREES SUPPLIED MUST HAVE BEEN PROPERLY PLANTED AND GROWN IN THE NURSERY. THE ROOT
CROWN(ALSO CALLED THE TRUNK FLARE) SHALL BE EVIDENT NEAR THE TOP OF THE GROUND. ANY Z
EXCESS SOIL, UP TO 3 INCHES COVERING THE CROWN WILL HAVE TO BE REMOVED CAREFULLY BY
HAND, IN ORDER TO PREVENT ROOT SCRAPES. THE TREE IS THEN TO BE PLANTED WITH THE ROOT Z m
CROWN IN PROPER RELATION TO THE SURROUNDING GRADE. ANY TREES WITH MORE THAN 3
INCHES OF SOIL ON TOP OF THE ROOT CROWN WILL BE REJECTED. THE NURSERY OWNERS MAY DIG O 1 o
0 10
OVERSIZE BALLS AND REMOVE THE SOIL IN ORDER FOR THE ROOT SYSTEM DIAMETER(WHICH IS THE v COM
REQUIRED ROOT BALL DIAMETER)TO MEET THE SPECIFICATION FOR THE TRUNK CALIPER REQUIRED. LL c. E
rso 0 'E M 0 0
3. BALL AND BURLAPPED(B&B) PLANTS MUST HAVE FIRM, NATURAL BALLS OF EARTH, OF DIAMETER =— CDo
NOT LESS THAN RECOMMENDED IN THE"TREE AND SHRUB TRANSPLANTING MANUAL",AND BE OF =m 4) CD
SUFFICIENT DEPTH TO INCLUDE THE FIBROUS AND FEEDING ROOTS. PLANTS MOVED WITH A BALL C
WILL NOT BE ACCEPTED IF THE BALL IS DRY, CRACKED OR BROKEN BEFORE OR DURING PLANTING a_ N c7 N o
o _
OPERATIONS. rr^^ > o c:
00 N
4. REMOVE ALL TREATED OR PLASTIC-COATED BURLAP, STRAPPING,WIRE OR NYLON TWINE FROM CN
Q CN a
ROOT BALL. AFTER SETTING IN HOLE, CUT AWAY 2/3 OF WIRE BASKET, IF ANY,AND TOP 1/3 OF y z 0 a m
BURLAP. m 0
c 00 u
5. SOAK ROOT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. O
N .3
=m 3
6. CONSTRUCT 4" HIGH SAUCER(WATER BERM)OUTSIDE OF PLANT MIX BACK FILL. ' 3
7. WHERE TREES ARE PLANTED IN ROWS,THEY SHALL BE UNIFORM IN SIZE AND SHAPE. F=
8. NO EXISTING TREES SHALL BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER
REPRESENTATIVE EXCEPT WHERE NOTED ON PLANS. NO GRUBBING SHALL OCCUR WITHIN EXISTING
TREE AREAS.
9. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED TREES AND OBTAIN APPROVAL
FROM THE LANDSCAPE ARCHITECT AND OWNER REPRESENTATIVE PRIOR TO INSTALLATION. z
1-4
10. ALL TREES SHALL BE STAKED AT TIME OF INSTALLATION IN ACCORDANCE WITH PLANTING DETAILS.
11. THE CONTRACTOR SHALL ENSURE THAT TREES REMAIN VERTICAL AND UPRIGHT FOR THE DURATION W
OF THE GUARANTEE PERIOD. J J
o W Q
12. STAKES FOR TREE SUPPORT SHALL BE CONSTRUCTED OF 2"x2"x18" UNTREATED PINE. GUYING
FABRIC SHALL BE'ARBOR TAPE,AS MANUFACTURED BY NEPTCO, PAWTUCKET, RI. [phone](OR -- U L� Lil
APPROVED EQUAL). COLOR SHALL BE OLIVE DRAB. H
Z W q
SHRUB INSTALLATION NOTES Q z Lw
1. CUT ROOTS AS NECESSARY IN CONTAINERIZED PLANTS THAT ARE POT BOUND. REJECT PLANTS } f
THAT HAVE GIRDLED ROOT OR ARE BOUND. (n Z W
2. INSTALL TOP OF PLANT BALL 2" ABOVE ADJACENT GRADE. o U
W U W (000)
A
3. TAMP PLANT SOIL MIX FIRMLY IN 8" LIFTS AROUND PLANT BALL. Lz Z
z d Q
4. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. W LACL J
A
5. PURSUANT TO LDC 18-483 A T BUFFER SHALL BE PROVIDED IN FRONT OF SPACES 35 AND 36; IF Z
PROPOSED EVERGREEN SCREEN DOES NOT SURVIVE, OWNER SHALL PROVIDE A 3' HGT. 'GREEN W
SCREEN WITH SCREEN AND EVERGREEN PLANT MATERIAL TO SATISFY THIS CODE REQUIREMENT. 0.
SageDesign JOB NO, J-24724,0000
DATE, 1/22/2014
DRAWN, SLB
^ SageDesign PLLC DESIGNED, SLB
EVEli " ; REVIEWED SLB
Sara Burroughs,RLA APPROVED SLB
MAR Z y 2O�'� g SCALES
j 228 North Front Street
BY: Suite 202D
Wilmington,NC 28401
Ph. [phone]
[e-mail] L - 1 , 2
— .. . -