SW6030701_APPROVED PLANS_20050304

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW��D5 O%/
DOC TYPE
El CURRENT PERMIT
�DAPPROVED PLANS
C
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

rnaP P�rM;-�-swco03o�0lI
80x I -3
DEVELOPER
LITTLE RIVER FARM PROPERTIES
CONTACT
500 LITTLE RIVER ROAD
CARTHAGE, NC 28327
910-949-4600
RICH SMITH
CIVIL
LANDDESIGN, INC
ENGINEER
38 GARFIELD STREET SUITE C
ASHEVILLE, NC. 28803
828.281.1447
LAND
LANDDESIGN SURVEYING INC.
SURVEYOR
DAVID BOYLES
223 N. GRAHAM STREET
CHARLOTTE, NC 28202
704.337.8328
LITTLE RIVER FARM GOLF CLUB
39 LOTS
CARTHAGE - MOORE
Ii
COUNTY,
N C
SHEET
INDEX:
SUBMITTAL
C1
Cover Sheet
2/09/05
W1
Watershed Development Plan
2/09/05
S1
Site Plan
2/09/05
S2
Grading and Erosion Control Plan
2/09/05
S3
Utility Plan
2/09/05
S4
Road Profiles
2/09/05
S5
Sanitary Sewer Profiles
2/09/05
D1
Misc. Details
2/09/05
D2
Erosion Control Details
2/09/05
D3
Erosion Control Details
2/09/05
D4
Sanitary Sewer Details
2/09/05
D5
Water Details
2/09/05
GENERAL NOTES:
(APPLICABLE TO ALL SHEETS)
I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES REQUREMIE NTS.
2. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND
PRIMARY CONTROL ANY SUCH POINTS WHICH THE CONTRACTOR BELIEVES WILL
BE DESTROYED SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION. ANY MONLIME NTATION DES � ROYED BY THE
CONTRACTOR SHALL BE REESTABLISHED AT HIS EXPENSE.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO, AJ PREVENT ANY
DAMAGE TO PRIVATE PROPERTY AND PROPERTY OWNER'S POLES, FENCES,
SHRUBS, ETC. EU PROTECT ALL UNDERGROUND UTILITIES. C.) NOTIFY ALL UTILITY
COMPANIES AND FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL
UTILITIES PRIOR TO START OF CONSTRUCTION. NOTIFY OWNER OF ANY POTENTIAL
CONFLICTS WHICH MAY EXIST BETWEEN THE EXISTING UTILITIES AND
CONSTRUCTION PLANS.
4. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE NCDOT
STANDARD SPECIFICATIONS AND DRAWINGS. 712AFFI0 FLOW AND ACCESS SHALL
BE MAINTAINED DURING ALL PHASES OF THE CONSTRUCTION. THE CONTRACTOR
IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK ON
PROJECT.
5. CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL TIMES DURING CONSTRUCTION.
PONDING OF WATER IN STREETS. DRIVES, TRUCK COURTS. TRENCH -ES, ETC. WILL
NOT BE ALLOWED.
6. ANY DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR EXISTING
IMPROVEMENTS SHALL BE RESTORM BY THE CONTRACTOR TO AT LEAST THE
SAME CONDITION THAT T1 E REAL PROPERTY OR EXISTING IMPROVEMENTS WERE
IN PRIOR TO TI-E DAMAGES. THIS RESTORATION SHALL BE SUBJECT TO THE
OWNER'S APPROVAL, MOREOVER, THIS RESTORATION SHALL NOT BE A BASIS
FOR ADDITIONAL C M3E NSATION TO THE CONTRACTOR. RESTORATION SHALL
INCLUDE, BUT NOT BE LIMITED TO, REGRASSING, REVEGETATION, REPLACING
FENCES. REPLACING TRERS, ETC.
7. WI -ERE PRESENT, CONTRACTOR SHALL MAINTAIN EXISTING SANITARY SEWER AND
WATER SERVICE AT ALL TIMES DURING CONSTRUCTION,
BEFORE YOU DIG
CALL 1-800-632-4949
N.C. ONE CALL CENTER
rrS THE LAMA
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8. CONTRACTOR IS RESPONSIBLE FOR COORDANATION WITH UTILITY COMPANIES AND
ADJUSTMENT OF EXISTING SANITARY SEWER CLEANOUTS, WATER METERS AND
ANY OTHER APPURTENANCES TO NEW GRADE AS REOURED.
9. CONTRACTOR IS RESPONSBLE FOR COMPLYING WITH ALL APPLICABLE LOCAL,
STATE AND FEDERAL STORM WATER POLLUTION PREVENTION LAWS AND
ORDINANCES.
10. PAVEMENT REMOVAL AND REPAIR SHALL CONFORM TO NCDOT REQUIREMENTS. ALL SAWCUTS
SHALL BE FULL DEPTH CUTS. CONTRACTOR SHALL MAKE EFFORTS TO PROTECT CONCRETE
EDGES. ANY LARGE SPALLED OR BROKEN EDGES SHALL BE REMOVED BY SAWCUTTING
PAVEMENT PRIOR TO REPLACEMENT
11. CONTRACTOR SHALL MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL MEASURES
DURING CONSTRUCTION AND THROUGHOUT PROJECT CLOSE OUT.
12. OWNER SHALL MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES AFTER
PROJECT CLOSE OUT.
13 ALL DISTURBED AREAS ARE TO BE STABILIZED AND SEEDED WITHIN 15 DAYS OF
DISTURBANCE UNLESS OTHERWISE NOTED.
14. TOTAL DISTURBED AREA, 5.33 ACRES
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WATERSHED DEVELOPMENT NOTES
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ff,�;`,�,a,'?'?`,. ry'�'q• �5+.': �,�Y��r,, \',r; ! fii /;/, J'I CARTHAGE, NORTH CAROLNA 2$327
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I.- : 'r.y }�!, �' i ` ` 3. Fl.00DWAY SCALH) FROM FEMA F®tM MAPS FOR AREA.
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fe^x ':{'' 'a. >'!` " Yt \ ,� \',tt �? 4. ROODWAY AND WERANDS TO BE FIELD VERFi<rD PRIOR TO FINAL DESIGN AND CONSTRUCTION!
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trr* t g ; t ?` i�i ,eft 4, } Y tf� ", ti,�:• 4 j; 3 , ; SEWAGE DISPOSAL SHALL BE BY PUBLIC SEWBi.
:y F ,4 !. J �L,ry,s I ,- ''cy.i:�}r�:1,E�.., ti \ ",:,\\ ' �� � f� TYPE OF ROADWAYS: CURB AND G[I7"TER
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(,1:.' � ,?'1 •� 1' � - S: rx� _. ' i I _ 8. SOI. TYPES
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': rx t "fir'' '` == 1`��: si ���%,.. , , i �` . f , ' I : DoB DOTHAN LOAMY SAND, 2 TO b PERGTM SLOPES
y,:%�� ?,a t' f� yy t ;/, / T� Fab FUQUAY LOAMY 5AND, 0 TO 6 PERCENT SLOPES
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'1.- f L - �T ., Ii" �� . . / - % ' / / `'/,;/ ! , \ . ", �, Mc� MAYODAN FINE SANDY LOAM, 2 TO 8 PERCENT SLOPES
��.n!J r. tat r , r,, 'N R / /' h F r r1 ; I , \ ] ,, M& MAYODAN FINE SANDY LOAM, 15 TO 2S PERCENT SLOPES
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;=* r*. t"'':(' : d .;,` / ' f ' '%, 1!',` 1 l } + 1 r'i !! 9. TFf GOVERNMENT OFFICE HAVING FOR WATERSFED PROTECTION AND TIER
t (}}f/y. .2 � / /' / I ASSIGNS WLL HAVE RK -IT OF ACCESS TO TI-E PROPERTY FOR COMPLIANCE WiTH
_,�`t� �- Y, 1I. , , - - .' S l W TERSFED DEVELOPMENT PLAN.
' '� . = / r. _ ,= +' .z+-� ,-' ,- ,/:!-"i • : ':-' "—'y 10 PROPERTY IS LOCAiID N TOWN OF CARTHAGE WS ■ WATERSH D AND A HIGH QUALITY
. I \ — -1.5 — � '�. / - � �� Iri ' ( r� t, l . l �. r i lw / -'.^ WATERS HQW) WATERSHED AS DEFINED BY NCDEWL
'� �( '�' ` s J �' \ �:= - - \,,� ;.�' y '� , "" n SITE WLL BE DEVELOPED AS A LOW DENSITY DEVELOPMENIT WITH LESS THAN 12% IMPERVIOUS
i \\ \) `rl, t : , . r ' - ' '! • "`: AREA DMTNG AND/OR PROPOSED.
I' \
— "�. \\ _ - J' J ` lfJ '%'�'r ti:`` 1 ` 12 A 30 FOOT VEGETATED BUJFI=ER SHALL BE MAINTAINED ALONG ALL PBRENNAL STREAMS
Y ,'xiZ_ , 1 __ ''1�• �\ - • t.. � t`'' %}/' .-.. - t_1 10.74 ACRES
d� ? �i \\ ' 1 `\ 5t / t3• ALL U�EVELOP® PROPERTY (WEiLUAhDS & GOIF COURSq SHAL1. BE DEEDED AS COMMON OPBV
�� � �-- ,I--,-,�_-' _ fi ' � ,' t /' t' \� � \ ` ;'�1 u'lftA � 1 . 11 ," k , , 1NOT IN PROJECT} FOR PROPOSED DEVELOPMENT.
c' - ' ) /� , _-N _ � 11 i , { 'a - j ; 1 ! = SPACE TEE TFE COMMON OPEN SPACE SHALL REMAIN
"�• ' If r i, + * 6 i-� ,� \ \ f ' 'T ' ;' , ',, l: / UNDEVELOPED N PERPETUITY.
r` \ �. -- ,) , J,', : f It s ; >I O11.� IS '+ ;� = i ; . � _, Jl; ; f J 1 '', ,; 41 (r , I , i - �. 14. UNLESS OTHERWISE NOTI D ALL SNQE-fA1W.Y LOTS SHALL BE LUNT Q) TO 5000 SF OF
r . i . r '' , \ %I ,�yljt j: 11 , BUILT UPON AREA
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AL Li A 39 RESOB+! ML. Df 118.OPMFJYT WIT1'N POD A. POD !1 `� J 1 / M�P'i w / I�. 4, 1'i; f'- , 4 j r ; It, r'/ `! r , �'a - . � , -, _ yr i t\
THIS SUBMIT T FOR PEW OT I
(AREA 1+D1C,11T®1 TO BE PARTW.LY DEVB.OPED WTiH C JRB I�PD Gill'TER AND r � _ �_. '1l f , ,,1' i j ,,/; .� ' . f 1 �_� _-
STORMWATER COLiECT10N SYSTEIkS. Tlf RESOB�TW. AREA OF PO©A WILL NOT USE <, : 1 / if �•-''�' i`I J'r+l. / 'y 11 j ' ' �� `". `x� �
CURB AND CUT TER, BUT WILL UT M SH T-ROW, ROADSIDE INTC!'ES, MD A�VERTS� t , , ' / , 1, ,` �` ' :� (,'l, ' r'�' ," __ _ = ` _ -
THE RESDEIVTULL AREA, TI•BRffORE WLL MOT PAD TO BE FROiEC'I� WITH PK,'DB�R BEST, , ' ,' I �\ \(':, :; i rr r rl - = _
MANA(MB+1T PRACTICES FOR PBRMANFNT 1REATMI1 T OF STORMWATER. EROSIC�1 `" ' ` j� i'1; ; , t , } !, f rr,l ,' ; r'4''r `r ` _ _, _ '
'� O � OL BES � .�-Y' LL � USU). �., �._.�"�`;! ,rr 1 !' l f,tt+.� `'E�lt}i �f y- I:' J: 1'}rj�J it l i 'I i, / �+..
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DEVELOPMENT SUMMARY
POD
A
0
CrW CLUBHOUSE / LO[XIM / CABINS / 39 LOTS
AREA - 37.60 ACRES
B.U.A. - 'I3.28 ACRES
POD
B
0
EXISTING GOLF CLUBHOUSE / PRO *10P / PARKNG
AREA - 4 98 ACRES
B.UA. 3J3 ACRES 5
(7 % B.U.A. AS MED
SU ?
POD
C
0
EXISTNG SINGLE FAMI.Y LOTS (40)
AREA - 22.53 ACRES
B.U.A. 7J4 A CRIES
POD
©
FUTURE COIF COTTAGE LOTS (30)
AR!^A 8.95 ACRES
B.U.A. - 4.78 ACRES
POD
E
0
Rm�RE colF coTTA T
cE Lo s 36
()
AREA - 18.13 ACRES
B.U.A. - 535 ACRES
POD
F
0
FUTURE COIF COTTA GE LOTS 19
AREA - 4.70 ACRES
B.U.A. 3.62 ACRES
PW
Q
0
FUTURE CiOlF COTTAGE TS
IO f22?
AREA - 4.13 ACRES
B.U.A. - 2.53 ACRES
r 1.r1.J
H
0
FUTURE
SNGL,E FAMI.Y / TO
AREA
2A
27J CRIES
B.U.A.
- 15.11 ACRES
POD
J
0
FUTURE
TO 4
()
AREA
3.8E ACRES
B U.A.
- 227 ACRES
POD
K
0
FIDE
SINGLE FAMI.Y LOTS (i4
'- ,
AREA
12.47 A ORES
B.U.A.
- 2.21 ACRES
TOTAL SITE ACREACE - 604:.96 ACRES
LOW DENSITY OP1T)ON - 12% B.UA. MAX. (7159 ACRES)
OVERALL B.U.A. - 10 02 % (64.62 ACRES)
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NOTE. o
BOLT IRON ACREAGES ARE APPROXIMATED FOR FUTURE LAND USE LAND OWNER 1n
SHALT. BE AWARE THAT ANY MPROVEMENY'S RESULTING IN GREATER THAN � �
12% MPERVI IUS AREA SHALL REQUIRE 04G HEM STRUCTURAL CONTROLS
TO MANAGE STORMWATER RUNOFF AS REQUIRED BY NNMUM STANDARDS SET
FORTH N NCDEVR - STORMWATER BEST MANAGEMENT PRACTICES MANUAL
4(
GRAPHIC SCALE N FEET
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C!
�• U. / -:
14,663 sq. 11.
Or34 acres- J J 20
11,936 sq., tt. \ �.
k / / 5y 0.27 acres /
22
f, / 7,,/r
/ \ 15,255 sq, fI.
r . = e Ile
�- ~ 909 / / \ \\ \ 0,35 acres
k / / 3i \9,992 sq.12,874 sq ft. / / \\0.23 acres 34 ! / \ \ \ _ \
0.30 acres 1 I �,792 sq rt. ! _ !I l / // \ \ 17,397sq, it.
\
0.27 acres J29
\0\A
r 12,217 s% tt.0.40 ac essip//IF
0.28 acres
t;r \
ab L J 13,880 sq. ft. / / \ ; \ 36' 24�
4� r / /� ;R _ _ ! ! / 0.32 acres
32 1/(g, _ _ 11,7 ft. I-
G 13,168 sq. ft. '�j 3h ��+� ' / / / / / 27 \ \ 98'
+ 0.27 acres
r / 0.30 acres �� / / 15.446 sq. ft, \ 24-, L I
�` o`O N � � � � / // D.35 acres j r
EP
24 !
EP-EP u / �\ \ \ \ 11.775 sq. ft. ! 12,556 sq. ft.
34
\ \ / 2 R�?� ��' / \ \ \ 0.27 acres Q 0.29 acres
\r\ \ 13,252 sq. ff. "r
f \ \\\ \ \ 0.30 acres 38 \ \ 12,030 s% ft. \\25 -13 ` 1 !
r ru \ �%P \ / / f r • . \ 0.28 acres26
Y
\\\ '% \ -\\\ \\ / / tea► j % \ \\ 14.89q. fL \ \\ \\ v J� / ,�
\ / 13,465 sq. ft.
/ / ' 35 / / / Q.� \ 0.34 acres \ \ \ / (\ /
v I 18,224 sq, ft. 0.31 acres
\ o \\\ I 0.42 acres / / \ o / \ \
\\\ \\\\ \ 18,218 sq. ft. j I / / / / \\ \• \ `' / \ \ `\ ,-.
pV \ �\ \ 0.42 acres
15
rtJi \ 13,077 sq. ff. \ '& ` k _ F / \ \ 16,004 sq. ff.lo
/
IT
0.30 acres 1 ' �z / \ \ 0.37 acres J
1�I I
_ 11,267 sq . \ \ / /�+/ •`a C \\ \ \ \ \
\\
\\:ft
��'� \ \ / `// II \ r 1 \ \ ` 0.26 acres 14 \ \\ 1
/ / / \ �f• \ \ ,,� //' // \ C- \ \\ Y \ A / / r \ \ \ \ 14,800 sq. ft.
�� ` �� a IROAv nrr. \ \ \ 0.34 acres \ \
12,017 sq. ft. \ \\ � b q \ STA tu+oaao.34 acres
0.28 acres \ 13 \ >
> 39 14,405 sq. tt. ti \
��� ' \ 12,391 sq. tt. \\ \ C ` \ \ \ \ \ \\ 0,33 acres
� PQ►'� 0.28 acres \\ \ `/ 1� \ \ \12
\ \ \ q6 /
\\\ /�, i. ��Q \ \ \ `\ f \ r` \ \ 1 4,669 sq. .
!/
Ak
0.31 acres
PUTTING GREEN f �304
\ \ 10
♦ f n / /�/�/,. /,, f N75e3�T� �0'''\ \\ \ O,851 eft
s . 27acr
Is
i
�-• - I /'s'ur`:E /� EXIST3NG CURB \
f +� �0, 11,050 sq. ft. \\ 1 $5
rnwo cvrr� (')� y0 p71' r� \ \\ \ O.2�J acres \ \ }
r 10,395 sq, ft. \
0.24 acres
1
10,576 sq. ft.
6 \ 024 acres \ \\
EXISTING CONDOMINIUM r \ ; �/ \\ \ e 3}� / \ \ 10.26 c s
\ / _ �ti a \ \ 0.2b acres
I � BUILDING � \ �, �' ` � 0' 24Al
„� 5
\\ \ `% \ \ 13.316 sq. ft.
/ // \\� \\ \ \ \ .., / \ \ 0.31 acres Id \
\ \EP
sq, ft. \ \ \ 1
0.27 acres \ \
PAVING NOTES:
C 11,322 sq, ft. \ \ 1. ALL SIGNS. PAVEMENT MARKINGS AND OTHER
rJ��\ �1 \ ��� `�� o d h \ 0:2b acres > bq% TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE
!! MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,
\ _ \\\ \ ` Asa v` !'' f / �r j \� \ \ 1988 EDITION A AMENDED AND TOWN F
r -1 n << �' ,� �� \\ \ .,; 1 a ROAD
r ``` \ srn ao'000\ '1� S O O CAQTI-IAGE
\ \ \ \ ` �' \\ / W STANDARDS.
PAVEMENT MARKINGS SHALL BE FOUR (4)
\ \ \1 \ e \\\ / 2 + INCHES UNLESS INDICATED OTHERWISE ON THE
\ \\ Sn+vc r px EXISTING WET - ! !
DETENTION / * 19,�r 9,715 sa. tt. DRAWINGS. POND ` 0.22 acres 1 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL
// PAVEMENT MARKINGS AS SHOWN ON THE PLANS.
\ \ \ \ 1 ,r'� y "� .� }I / 1 ' `I ` ` J, IMPERVIOUS AREA (ROOFS, 4. CONTRACTOR SHALL COORDINATE INSTALLATION
\\ \ t F, OF ALL SIGNS, PAVEMENT MARKINGS AND OTHER
DRIVEWAYS, PATIOS, ETC.) ON TRAFFIC CONTROL DEVICES WITH OTHER
A PER/LOT BAST I CONTRACTORS ON THE SITE.
S SHALL BE
I J 10,608 sq. it. 5. CONTRACTOR SHALL SAWCUT TO PROVIDE
0.24 acres o LIMITED TO 4,500 S.F. SMOOTH TRANSITIONS AT TIE-INS TO EXISTING EDGE
OF PAVEMENT AND CURBS WHERE APPLICABLE AND
SHALL INSURE POSITIVE DRAINAGE.
6 ALL CONCRETE SHALL HAVE A MINI M
\
COMPRESSIVE STRENGTH OF 3,600 PSI.
a 7. JOINTS OR SCONE MARKS ARE TO BE SHARP AND
CLEAN WITHOUT SHOWING EDGES OF JOINTING TOOL.
8. DO NOT POUR ANY CONCRETE BEFORE FORMS
ARE INSPECTED AND APPROVED BY PROJECT
MANAGER.
GRAPHIC SCALE
a ROAD NT. so q ao so 120 210
IN FTET
1 inch 6 , M
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1
22 \
F.E.S.= C-4 !
INV. = 334.50' /
20' PERM. DRAINAGE -.
31 l / \ EASEMENT _ ♦ ,..
23
PERMANENT -
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\ DIVERSION DITCH
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1 :' �� LI TS OF , r
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(TYP) �.
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\ SEDIMENT TRAP 3*4 D2
;J.
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1 \k,q- \ \ �� 1 INLET' A04:
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-\ %� \ I i 2.60 Aa.
;f
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r / r� , r-L
� � � � - _ RIM= �5.00
• 1 \
\� _ o \ \ \ ' 1 , �, �`. INV.= 350.00' '
41,
37
2 STONE Ii�LET D3 P♦ \/
ROTECTION
38
INLET AREA=
P ti 1
I / All
x
O' \ ,'i ♦ �+ ��,% / , PIPE, B-I
Q DN. INV., 362.00'
r :-o
. / U'. NV.= 372.00'
PUT11NG GREEN y�
. �_ / 2 RJ
, � �f, � � � �� �� �t� �.l ;�.' ' %.- J ,�;• � 20' PERM
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NG CIRT AA
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IXISTING CC D MINIUM - •���
BLAILl IN
I)
SEDIMENT
I LET AREA,. /
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/
GRADING NOTES:
�\ E �►�� ,�4+ SILT FENCE
.�'� �� j' PIPE A -I 'L`� (TYP) D2
l / � I. DISTURBED AREA, 5.33 ACRES
+'' 1( \ \ 1 , t ; : `..,, \ DR (NV,, 381.00' \/ 2. ALL SLOPES OVER 5 FEET IN HEIGHT SHALL BE MATTED NORTH
V2 \\\ 1 \ LIP. INV., 387.00' AM
EPICAN GREEN SI50 OR APPROVED EQUAL,
ff
\ `'�: ` '.::� 3. ALL OUTLET PIPES SHALL NAVE FLARED END SECTIONS WITH
A RIP -RAP APRONS.
\ 11 ; �� +' \ 1 • ! ::::. ;.. 4. TOPOGRAPHIC INFORMATION SHOWN PROVIDED BY LANDDESIGN
\ ' \\ l \ �\, Al `� C AARKrNG I2. ��' 14 E `� i SURVEYING.
f�J 5. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCH MARK
�2 - \ \ �L ' �� t WI�ICN MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO
°off. \� �,�� A�', ::
GROUND BREAKING.
TEMPORARY MD2
6. REFER TO SOILS ENGINEERING RECOMMENDATIONS FOR
J /!ISEDIMENT TRAP #1
�' I ! `: \ DIRECTION ON FILL COMPACTION AND ANY STRUCTURAL
CONSIDERATIONS. UNLESS OTI-IERWISE NOTED, FILL SHALL BE
OMPACT D T 95� A.A SH.O. STANDARD COMPACTIO
N.
APRON D3
6 ax `+�� 7. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE
FOUNDATION SHALL BE CONSTRUCTED AT 2 I (HORIZONTAL TO
t
� � � „ ��7k►">E a �'� VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3= I SHALL BE
-....:
`� t'r�" `- ` �".. - ' — t E :� j .:—�— L;� CONSTRUCTED WHERE MOWING IS DESIRABLE.
8. SITE CONTRACTOR SHALL PROTECT ALL TREES AND
_ - _ � • . � VEGETATION INDICATED TO REMAIN AND MAINTAIN ALL TREE
PROTECTION BARRICADES.
9. PROPOSED CONTOURS IN ROADS REFLECTS FINISHED GRADES
INCLUDING ASPHALT. REFER TO PAVEMENT CROSS-SECTION DATA.
STABILIZED TO ESTABLISH CORRECT SUB -BASE OR AGGREGATE BASE COURSE
N
IT D
CONSTRUCTIO2 ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT, REFER TO
ENTRANCE/EX ROADWAY PROFILE SHEETS FOR DIRECTION ON ACTUAL GRADING
REQUIREMENTS WITHIN CROSS-SECTION OF PROPOSED STREETS.
\ J v 10. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE AT ALL
INTERSECTIONS.
II. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER AND
~ ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD
CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR
INSTRUCTION PRIOR TO PROCEEDING.
LEGEND
— X
SILTFENCE
—�- — —
LIMITS OF DISTURBANCE
INLET AREA
�---�
TEMP. DIVERSION DITCH
F10---m—
PERM. DIVERSION DITCH
O
STONE INLET PROTECTION
99
FLARED END SECTION
0
RP -RAP APRON
TOTAL DISTURB AREA: 5.33AC.
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�- Ptrm'4- ShV (o 05 a 701
SAPS
box 173
M
A
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Z
MANWOLE PING E COVER NOTES, MANHOLE RM E COVER ai
t� L MANHOLE TO CONFORM WITH ASTM 0478-72 _
EXCEPT AS MODIFIED BELOW.
(2) TYPE ONE PICKSLOTS 2 M M40LE BASE TO BE REINFORCED WITH A rOOi
--- { 3/4'
3 COLIRSES OF 3 COU SES OP U CD
BRICK MAX. fWMMI,AUI AREA � 0.20 SQ. N. PER LINEAR 24' BRICK MAX. N
M FOOT EACH WAY AND 13EW UJP AT WAILS IO 7T MIV v, co Co O
(2) r VENT HOLES AND SPLICED TO WALL REINFORCING. WALL UTILITY NOTES
SPIN I rARr REINFORCING TO BA A MINIMUM OF 0.12 u
I. LOCATION OF WATER AND SANITARY SEWE32 LINES SHALL BE INSTALL® AND MAINTAINED ACCORDING TO Li n
SO. IN. PER LINEAR FOOT. BOTH TONG AND ai
9' JOINT DIP tMp�A OR DIP THE STANDARDS AND POLICES OF THE TOWN OF CARTHAGE. v,
q, GROOVE" OF JOINTS SHALL HAVE REINFORCING ` a►
�` To LN�ISnazeEo 2. ALL WATER AND SEWEi? LINES SI-IALI. BE POLYVINYL CI LORIDE (PVC) EXCEPT AS NOTED ON PLANS. +�+
7/S" ECDIJAL IN AREA TO MINIMUM OF WALL SECTION. $. UNLESS OTHERWISE NOTED ON TI-EPLANS, ALL HATE=R LINES SHALL BE INSTALLED AT A MINIMUM DEPTI-t Or-
o :p m
k `D 3. ALL JOINTS SHALL CONFORM WITH ASTM C443-63 C-900 PVC COVER OF 3.0 FEET.
cN
sEwER IP
`' 4. STEPS TO BE PLASTIC srlC PE 4. THE UTILITIES AND THE LOCATIONS TkEVEOF, SHOWN ON THE DRAWINGS, REPRESENT THE DESIGNER'S R N
PICIGSLOT DETAIL 5. ALL PIPE OPENINGS TO BE NO GREATI32 THAN 0 co
3" LAPGE12 THAN O.D. OF PIPE AND ADI�N- °
IJITUNDERSTANDING OF EXISTING UTILITIES IN THE CONSTRUCTION AREA. il-E CONTRACTOR SHALL VERIFY THE
ALLY REINFORCED WITH A MNIMUM OF 0.20 -cM'�T "` LOCATION, DEPTH, AND EXISTENCE OF ALL UTILITIES (ELECTRICAL, WATER, TELEP�IHONE. GAS. SANITARY SEINER, rn0
I�A�POLE STEP SQ. IN OF STEB AT 9O DEGAS PIPE TO MptwoLE STEP STORM DRAIN, ETC.) WITHIN THE CONSTRUCTION AQE-A WITH THE OWNER AND/OR THE APPROPRIATE UTHJTY
BE CENTERED IN OPENINGS AND Si~PPORTED COMPANY PRIOR TO BEGINNING ANY EXCAVATION OR CONSTRUCTION. CALL U..00O (1-800-632-4949) 48
HODS PRIOR TO DIGGING. THE OMISSION OR TI-E INCLUSION OF UTILITY LOCATIONS ON THE PLANS IS NOT TO
COVER FACE STRAIGHT WALL OF MH OF PIPE FOR ONE FOOT FROM THE WALL 4 WIT14 A CONCRETE COLLAR IT GREATIB2 THAN O.D. F, is � � Be CONSIDERED AS THE NON-EXISTENCE OF, C)R A DEFINITE LOCATION OF IXISTING UNDERGROUND UTILITIES.
6E OCAT WALL OF MYi TO LOCATU) OVER NFI..I,ENT ANY DAMAGE TO EXISTING ITIES UTILSHALL BE REPAIRM AT THE CONTRACTOR'S EXPENSE.
•
TO BE LOCATED OVER T CONCRETE SHALL BE FORCED FROM THE OUTSIDE PIPE OR OVER WIDEST SHELF � :� ` 5. SERVICE TAPS (4 INCHES FOR WATER AND 4 INC1-IES FOR SANITARY SEWER) ARE REOUIRED FOR ALL
It FLUENT PIPE TO BECOME AN INTEGRAL PART OF THE MANHOLE
;t. BUILDINGS INDICATED ON THE PLANS. THE CONTRACTOR SHALL COORDNATE TI-E EXACT LOCATION OF THE
INVERT OR TO A POINT FLUSH WITH INSIDE WALL. MA O TO E i TAPS.
6. ALL SLJ12FACES SHALL BE SMOOTH EVEN TEXTL 2ED r 6. ALL PVC WATER PIPES SHALL BEAR THE NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL.
4'-O' OR 5'-0' WITH A MINIMUM OF HONEYCOMB. FINS AND 4•-O' OR 5'-0' :PROVIDE FLEXELE ~ 7. NO MORE THAN TWO (2) DROPS TO ANY ONE 5.0' DIAMETER MANHOLE.
PEP ASTM BOO � a OTHER IMPERFECTIONS� �-�l
8. REVIEW AND APPROVAL. OF THE PLANS DOES NOT RELIEVE TI-E OWNER, CONTRACTOR, OR DEVELOPER
m 7. LIFTING HOLES SHALL BE PLUGGED FROM OUTSIDE ' .�. FROM MEETING ALL THE S OF THE STANDARDS AND POLICIES OF THE TOWN OF CARTHAGE, AND
PRIOR TO BACI�ILLNG 1' ANY OTHER LOCAL, STATE, AND FEDERAL REGULATIONS AND APPROVALS,
1/2" 5" MCI. . 8NVERTS IN 5' DIAMETER MANHOLES TO BE 3600 PSI 5' I °°
O � ,;.�- : � v I - �[ 9. ALL IMPR01/E1v1BsffS OR EXTENSIONS OF PLELIC INFRASTRUCTURE UNDER THE 3-I215DICTION OF THE TOWN
READY MIX CONCRETE IN LIE I OF BRICK _ L f - OF CARTHAGE SHALL BE IN STRICT ACCORDANCE WITH THE ORDINANCES,REGU..ATIONS, POLICIES,
1/2" 9. STEPS IN 5' DIAMETER MANHOLES TO BE OVE3R �.:; REQUIREMENTS. AND SPECIFICATIONS OF THE TOWN OF CARTHAGE
© WIDEST SHELFE! l -� . 10. CONSTRUCTION OF UTILITY LINES MAY NOT BEGIN UNTIL ALL FEES ARE PAID, ALL PERMITS ARE PRESENT
©O !O. ALL. MASONRY MORTAR SHALL PORTLAND ©2© ON SITE AND NOTIFICATION OF CONSTRUCTION IS MADE TO THE APPLICABLE PERMITTING AGENCIES WITH THEIR
CEMENT I T 3 MIX.
POLICIES.
11. CARE MUST BE TAKEN TO FORM A SMOOTH 3 - a> QMARS II. GRAVITY SEWER SHALL MEET ALL REQUIREMENTS OF NCDENR - GRAVITY SEWER MINIMUM DESIGN CRITERIA
PLACE ON UNDISTURSED EARTH ��� •� i
FNI51-ED TROUGH FROM ENTRANCE PIPES TO Imo. AS ADOPTED 12, 1+iG L. 1996 INCLUD1MATERIAL INSTALLATION AND TESTING AND INSPECTION RI=OI JEI�AFJVTS. R
OR COMPACTEDF�L MATT321AL POUR 3'x 3' CONCRETE `.``� •. /�'ii
EXIT PIPE, AND IN CURVED MANHOLES THE POOTNG, 6'THICIC TO 12. SANITARY SEWER LINES SHALL BE PERIODICALLY FLUSHED TO PREVENT SOLID DEPOSITION BUILD UP PRIOR
CONCRETE SUPPORT COLLAR TROUGH MUST BE A SMOOTH CIRCULAR ARC SUPPORT DROP N STRUCTURE TO ADE GUATE FLOW BEING CONTRIBUTED TO THE SYSTEM. 13. CONFLICTS WITH EXISTING AND PROPOSED
TANGENT TO THE INSIDE WALLS OF THE PIPES UTUTESt -
COVER BACK FRAME PLAN AT THE12 BUDS. A. WATER MAINS
SEA
12. RAMSET MASONRY TES EVE32Y 12 INC-4-ES, 18-NCI4ES VERTICAL CLEARANCE FOR SEWER UNDER WATER.
13. PROTECTIVE WALL FOR OUTSIDE DROP SHALL 10- FEET HORIZONTAL SEPARATION PCQ SEWER PARALLEL. TO WATER. = �
BE A MNIMJM OF 4" MASONRY, AN 8" WALL DUCTILE IRON PIPE REOUIRED FOR SEVVH2 AND WATER W4 N THESE CLEARANCES ARE NOT MAINTAINED. �Q
MAY BE REOU.Ji7EQ UNDM SOME CONDITIONS. B. STORM DRAINS AND GAS MANS �'•,���' / ��?N (�-' `��`'�
23-1/4" 25-1/4" r' 14. THE SLOPE OF THE OUTSIDE DROP TROUGH SEWE32 UNDER STORM DRSEWER'/GAS LINE (ANY SEWPIPE MATERIAL)rrrrr tliai�► kO
SHALL BE U4' PER FOOT. > 2' CLEARANCE USE LOFT. OF STONE BEDDING.
23-1/2" 15. DROP STRUCTURE MAY ICE FORMED AND < 2' CLEARANCE USE 9 FT. DIP
m I" PORED RED OF 3600 PSI CONCRETE IN LIEU OF t,. - _•_ : , BACKFELL TQENCW BETWEEN SEWER AND STORM DRAINS WITH STONE BEDDING WHEN CLEARANCE IS LESS THAN
1-1/2" SU2FACE 7 1-114" MASONRY. 30" BETWEEN STORM DRAIN AND SEWER.
BE MACHINED 16- FOOTING FOR DROP MAY BE POL92ED AS PART x':: _ R SEWE5? OVER STORM DRAIN/GAS LINE IF SEWER IS PVC, V
- OF THE MANHOLE BASE SLAB OR FIELD POURED ` IF STORM DRAIN/SEWER CLEARANCE > 12' USE PVC
AND TIED TO MANHOLE BASE WITH THREE IF STORM DRAIN/SEWS2 CLEARANCE,, 17 USE 9' DP Z
EQUALLY SPACED A6 PMA12S DOWELED INTO
I-I/4' 1/2- (b ! " MANHOLE BASE 2" FROM TOP OF SLAB.
GROUT INTO 8" DEEP HOLES WITH EXPANSION R Z
1/2" 21-1/2" GROUT.
17. OUTSIDE DROP SHALLE NOT NTE 2 MANHOLE IN D
25-f/4" CONE SECTION. O
34-1/2• 18. JOINTS TO BE THDROUC-•ILLY SESAL.ED WITH V
COVER SECTION SEALANT TAR PUTTY TO PREVENT INFILIVAT10N. = W
FRAME SECTION NOTE' E PO
-- - - ALL MANHOLES OVER 16' TOTAL DTf-I
SHALL HAVE OSHA APPROVED STAINLESS O
ESTIMATED WEIGHT STEEL LADDER INLEEU OF MANHOLE STEPS 0
WLCAN TYPE V-1383
LOAD RATING - HEAVY DUTY
FRAMES 240 LBS. I NHOLE PING ND ..OVER 2 OLE 3 PRECAST MANHOLE W/ OUTSIDE MOP �J
COVER 145 LBS. NOT TO SCALE NOT TO SCALE NOT TO SCALE
TOTAL 385 LBS. D4 D4 4 AND 5 DIAMETER D4 4 AND 5 DIAMETER
N.T.S. N.T.S. u
U.
0
V V)
s
a
°0
� W J
LjL
c+�
Qt/i
W_
LL F-
W
(10 WEARING COURSE CONSIST OF A TACK WITH RC OR AE-1 SPECIAL TACK
>N,
o� 1-1/4' MNNUM OF2'1-2 BITLIMINOLIS PATCH WILL MATCH EXISTING PAVEME NT.HOT MIX ASPHALT 200'-300'F O
COMPACTED M1 STANDARD W
PROCTOR. > Q
" a DCiSTNG C.A.B.C. EXISTING C,AE.C.
Q NOTES (THICKNESS VARIES) (TWCKNESS VARIES) W
STUB -UP INSTALLED BY UTILITY CONTRACTOR TO ALLOW LOCATION OF LATERAL BY PLUMBER EXIST. PAVEMENT DOST. PAVE ME3V 2' a W
STUB -UP TO BE CUT-OFF I: CLEAN -OUT PLUG INSTALLED FLUSH WITH GRADE AFTER LANDSCAPING O 0 O O 00 O
8" CABC OMPACTED O
EXIST. BASE CD 8' BASE 0 w
COURSE 00 TO 1005 S PROCTOR CURSE 8" J
5' MIN. 0-3/4" 4" ITS
SANL SWR. LATE32AL PIPE TO BE O�C�O M (�
ASTM D3034-SDR 35 PVC PIPE CAP I2" a ,I III- II :,'ICI '
EIII 1111 111 - I il._
f I,I� IIII EI
BUILDING-
IIIII hl III€ fill 11j1
J
=1I r� -_ _ E r '
ii -OMN. COVE?I IEI I - I I1=111=111 DRY
F7-` COPOLYMER POLYPROPYLENE PLASTIC EARTH
SHEETED OPEN 11i1 'I ter- W
TRENCH TRENCH
METALLIC TRACER TAPE FOR OPTIONAL SANITARY T I12' GRADE 60 STEEL �T Pi ,
NON-METALLIC PIPE INSTALLATION (BY PLUMBING CONTRACTOR) NOTE, _-:_. 1I
THIS STEP TO BE DOVEN INTO I i;
SELECT MATERIAL 4" OR 6" SAN SWR. TAPEDOL HUES INPRECAST
SECTIONS MANHOLE:
COMPACTED IN 6" LIFTS'OIATE
` I I AS SHOWN ON PLANS -ION STEP SEE
_
I t2' MIN N 16' MIN. II{ PPE BEDDING DETAIL
SELECT MATERIAL =i�11 III 4' OR 6 WYES 1/g BEND
SECTION A -A 1 _0" PPS I'-O" O
COMPACTED IN 3- LIFTS _ DIAM.
I °`" I I Ia I _
_ II�II CAP �
NOTE - 7
61 1 I I -I ��I f I� I ��-1! 1111TI, }! MINIMLAA SLOPE, A PHALT REPLACEMENT
- STD. WYE AT MAIN 2% FOR .4' LAT. D,4 NOT TO SCALE
NOTE 1% FOR 6" LAT.
UNDISTURBED EARTH OR ROCK BELL HOLES NOT SHOWN
Y Y n
a -- on co
4 TYPICAL TRENCHING 5 SANIT_ A_ R_ YSEWER LATE_ R-AL 6 PLASTIC STeP FOR PRECAST MANHOLES$
Lu `0 uon� Lu t D4 NOT TO SCALE D4 NOT TO SCALE D4 NOT TO SCALE a Z Z Y >' b Z
0aaU(Yt^3- CA

�r- L�.s-
FIR
KENNEr
OR Al
24' X 24'
CONCRETE F
1/3 C.Y. OF
#57 STONE
CONCRETE St
APPROVED RESTRAINT DEVICE
RODDED MEGALUG OR EQUAL
WATER SYS FIRE HYDRANT
NOT TO SCALE
5/8„
6 15/16"
�57/1
6 11/16"
NOTE- SECTION A -A
BOX IS A DEWEY BROS. OR
EQUAL CAST IRON VALVE BOX
7 3/4" -
7 1/8"
6 7/8" -
8"
AVERAGE WEIGHT - 85 LBS.
WATER SYSTEMS
t�TAAIr'1Ar-)r-% l!AI X/G Mr1V
NOT TO SCALE
RETE PAD
HYDRANT 'TEE'
CONCRETE
THRUST BLOCK
EXTENSION
nn� ern
UNDISTURBED EARTH
CONCRETE THRUST BLOCK SCHEDULE
PIPE
SIZE
BEND
90' (TEE)
45'
22 1/2'
it 1/4'
INCHES
H
L
H
L
1-'i
L
H
L
2"
.75'
1.5'
.50,
1.0`
.50'
.75'
.50'
.50'
4"
1.5'
3.0'
1.0'
2.5'
1.0'
1.5'
1 1.0'
1.0,
6"
2.0'
4.0'
1.5'
3.5'
1.0'
3.0'
1.0
1.5'
81,
1 2.5'
5.0'
2.5'
4.0'
If
3.5'
1.0'
2.5`
10"
3.0'
6.5'
2.5'
5.0'
2.0'
4.0'
1.0'
3.0'
12"
3.5'
8.0'
1 3.0'
5.0'
2.5'
5.0'
1.5'
1 3.5'
FOR DESIGN PRESSURE - 200 PSI
TYPICAL SECTION TEE OR BEND SIZE SCHEDULE
NOTE t FITTINGS SHALL BE
COVERED WITH POLYETHYLENE
PLASTIC PRIOR TO POURING
THRUST BLOCKS. NO CONCRETE
1/2 L 1/2 L SHALL BE PLACED DIRECTLY ON
BOLTS
`; UNDISTURBED
W EARTH
ASS B CONCRETE
gTtl E
ANDARD VALVE
�X TOP SECTION
I/2 L I 1/2 L
.7719,
TEE
PLAN - TEE PLAN - BEND
2 THRUST BLOCKS
D5 NOT TO SCALE
PAVEMENT
30" SQ.x5"
IEAVY WEIGHT CONCRETEPAD IN
T IRON SOIL PIPE PAVEMENT
EXTENSIONS AREAS
TAMPED BACKFILL
--1N SOIL
GASKET
STANDARD VALVE
BOX BOTTOM SECTION
W. MAIN
NOTE:
IF VALVE IS NOT LOCATED IN A
PAVEMENT AREA, PROVIDE 30"
SQUARE CONCRETE PAD 6" THICK.
WATER SYSTEMS
VALVE BOX
VALVE
BOX
INSTALLATION
NOT TO SCALE
VALVE BOX COVER
PAVEMENT
VALVE BOX
NOT TO CONTACT
WATER MAIN NOR
VALVE
BRICKS OR OTHER SOIL
SUPPORT UNDER BOX
DIP WATER VALVES TO BE
MUELLER, M&H, OR KENNEDY
W. MAIN
TAMPED BACKFILL
VALVE FOOTING
EA12TP
CONCRETE
THRUST BLOCK
NOTES -
PLACE BLOW -OFF ASSEMBLY �
AT ROAD RIGHT-OF-WAY LINE, J
THIS ASSEMBLY TO BE USED C3
ONLY FOR NEW 4' DIAMETER
WATER LINE INSTALLATIONS. 900 ELBOW
2 1/2' BRASS NSFT DISCHARGE
WITH METAL CAP & CHAIN
❑PERATING NUT & LOCK WING
FINISHED GRADE
24'X3G'X6' CONCRETE PABf
W/EXPANSI❑N JOINT
4000 PSI
VALVE B❑
2' BRASS BODY
BALL VALVE
& VALVE BOX.
m
4' DIP WATER LINE"
2' BRASS NIPPL
(TYPICAL)
CAST IRON LID WITH PRECAST HOLE FOR
ELECTRONIC READING MODULE AND
REMOVABLE PLUG
"E--Z SETTER" METER BOX BY MUELLER OR
FORD MODEL LYLVP141-233 LONG YOKE METER
BOX WITH 4" PVC EXTENSION AND DUAL
CHECK VALVE BACKFLOW PREVENTOR
MINER BY
WATER MAIN OWNER
3/4" TYPE K COOPER SERVICE LINE
4" CORP STOP AND SADDLE, MUELLER OR
PROVED EQUAL
b SERVICE CONNECTION
NOT TO
NOTES:
1 ALL SERVICE CONNECTIONS UNDER ROADWAYS SHALL BE BORED, OR
PUNCHED
2, CONTRACTOR SHALL VERIFY WITH PROPERTY OWNER, EXACT LOCATION
FOR INSTALLATION OF METER BOX, PRIOR TO INSTALLATION.
GALVANIZED UPPER BARREL
(PAINTED RED)
18' MIN 24' MAX
�- TRAFFIC BREAKABLE UNION
i I ,
F'
GALVANIZED LOWER BARREL
(PAINTED BLACK)
VALVE STEM 3' COVER
(TYPICAL)
90° ELBOW
BRONZE BODY BALL VALVE
WITH AUTOMATIC WEEP
2' BRASS UNION
BLOW -OFF ON DEAD END LINES
NOT TO SCALE
GENERAL NOTES FOR WATER
L WATER CONSTRUCTION ON THIS SITE IS AUTHORIZED BY PERMITS ISSUED BY THE NORTH
CAROLINA DEPARTMINNT OF TI-E ENVIRONMENT AND NATURAL RESOURCES (NCDE N2),
AND T14E TOWN OF CARTHAGE. THE WORK IS SUBJECT TO INSPECTIONS AT ALL TIMES
BY REPRESENTATIVES OF NCDENR, THE TOWN OF CARTHAGE, THE OWNER, OR THE
ENGINEER. THE PERMITS REQUIRE CERTIFICATION OF COMPLETION OF THE WATER
SYSTEMS BY THE ENGINEE12 PRIOR TO ISSUANCE OF FINAL OPERATION APPROVAL BY
THE TOWN OF CARTHAGE.
2 MAINTAIN 12 INCHES VERTICAL SEPARATION BETWEEN STORM DRAIN AND WATER , OR
INSTALL FERROUS MATERIAL ON WATER LtIE WITHIN EO FEET EACHSIDEOF CROSSING.
3, C0012DNATE EXACT LOCATIONS OF VAULTS, METERS, BACK FLOW PREVENTION
DEVICES, AND SERVICE LINES WITH THE TOWN OF CARTHAGE WATER AND SEWER
ORDINANCE, AND THE DETAILED ARCHITECTURAL, PLUMBING, LIGHTING, AND
LANDSCAPING PLANS.
4. ALL WATER MAINS SHALL HAVE 3 FEET MINIMUM COVER OR BE CONSTRUCTED OF A
FERROUS MATERIAL.
5. MATERIALS AND NSTALLATION FOR WATER LINES SHALL CONFORM TO THE TOWN OF
CA12TWAGE STANDARD SPECIFICATIONS AND DETAILS MANUAL AND SHALL BE
INSTALLED UNDER THE INSPECTION OF THE TOWN OF CARTHAGE AND INSTALL-ED BY A
NORTH CAROLINA LICENSED UTILITY CONTRACTOR. UPON COMPLETION AND
ACCEPTANCE, WATER LINES SHALL BE MAINTAINED BY THE TOWN OF CAR11.IAGE.
6. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION. REPAIRS
SHALL BE MADE N ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE
AGENCIES AT THE CONTRACTORS EXPENSE,
7. CONTRACTOR SHALL NOTIFY ULOCO E APPROPRIATE UTILITY AGENCY PRIOR TO
PERFORMING ANY WORK.
8. TYPICAL EASEMENTS FOR WATER 10' PERMANENT EASEMENT
LDS LOCATED OUTSIDE
ESTAEBLISI-IED UTILITY EASEMENTS .. '................6"ik
OR ROAD RIGHT -OF -'WAYS SHALL .... • .. : w::: Wes". .
BE 10 FEET N WIDTH AND :5. ' ............... .
LOCATES) N EASEMENT PER f�- 5.0r
SKETCH.
9. WATER SERVICE WLL BE PROVIDED ONCE FINAL CLOSE-OUT SUBMITTALS NAVE SEEN
APPROVED BY T14E CITY OF CARTHAGE E fIGNEERING DEPARTMENT.
TESTINGANSPECTION
I. NOTIFY THE ENIGINEER AT LEAST 48 HOURS BEFORE STARTNG CONSTRUCTION OF
SEWER AND WATER FACILITIES, THE ENGINEER SHALL PERIODICALLY INSPECT THE
PE20GRESS OF INSTALLATION AND SHALL COMPLETE A FINAL WATE12 AND SE WM
INSPECTION. THE CONTRACTOR SHALL FURINISH, SECURE. AND PROVIDE ALL NECESSARY
TESTING MATERIALS EOUIPMENT, PROCEDURES, AND CERTIFIED LABORATORY TEST
RESULTS FOR USE WITH ENGINEERS FINAL CERTIFICATION OF COMPLETION.
2. PRESSURE TEST WATER MAINS TO 200 PSI MIN AND 250 PSI MAX AS PER CITY OF
CATHAGE REQUIREMENTS. DISINFECT WATER LINES AND PROVIDE ACCEPTABLE
BACTERIOLOGICAL TEST FROM A C43ZTIFIED TESTING LABORATORY FOR USE WITH THE
ENGINEERS CERTIFICATION OF COMPLE=TEON. NOTIFY OWNER'S REP. 24 HOURS PRIOR
TO TESTING,
3. SECURE FINAL OPERATIONAL APPROVAL FROM THE CITY OF CARTHAGE PRIOR TO
ACTIVATION OF THE SYSTEM.
4. TRENCH BACKFILL AND COMPACTION TESTING SHALL BE PERFORMED BY A
CERTIFIED SOILS LABORATORY UNDER ALL PAVED AREAS. BACKFILL MATERIAL FROM
T14E BOTTOM OF TRENCH TO WIT{ -INN SIX (6) INCHES OF THE SUBGRAIDE SHALL HAVE A
MINIMUM DRY DENSITY OF 95% AS DEFINED BY THE STANDARD PROCTOR TEST. ALL
MATERIAL WIT14N T14E TOP 6 INCE-ES OF THE SUBGRADE LEVEL SHALL HAVE AN IN
PLACE DENSITY OF 100%.
5. THE CONTRACTOR SHALL SUPPLY THE ENIGINEEBR WITH WATER SERVICE
MEASUREMENTS SUITABLE FOR PREPARATION OF FINAL RECORD DRAWINGS.
6. TEMPORARY WATER SERVICE CAN BE PROVIDED FOR TEMPORARY USE FROM A
FIRE HYDRANT INSTALLED AS PART OF A NEW WATER EXTENSION OR MODIFICATION, IN
ACCORDANCE WITH THE WATER POLICIES REGARDING TEMPORARY SERVICE THROUGH
FIRE HYDRANTS, UPON THE COMPLETION AND APPROVAL OF TESTING, INSPECTION AND
DISINFECTION (SECTION 6.10> CITY OF CATHAGE STANDARD SPECIFICATIONS) AND
SUBMISSION OF Tl E ENGINEER'S CERTIFICATION STATEMENT (SECTION 6.03, STAGER V,
ITEM D) IN THE FORM WHICH MEETS THE REQUIREMENTS OF THE REGULATIONS OF THE
NORTH CA12OUNA DEPARTMENT OF E WIROM1NIENTAL AND NATURAL RESOURCES. FIRE
HYDRANTS MAY ALSO BE ACTIVATED TO BE AVAILABLE FOR FIRE PROTECTION
SERVICE AT THE TIME ALL OF THE ABOVE CONDITIONS ARE MET,
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S>V C-O©3 v-70 1
INDEX OF SHEETS
Sheet No. Title
C-10.0
COVER SHEET
C-1.0
OVERALL SITE PLAN
C-2.0
EXISTING CONDITIONS PLAN
C-3.0
SITE PLAN
C-5.0
ROAD PROFILES
C-6.0
GRADING & DRAINAGE PLAN
C-6.1
POND PLAN, DETAILS AND NOTES
C-7.0
STORM DRAIN PROFILES
C-7.1
STORM DRAIN PROFILES
C-8.0
WATERSHED DEVELOPMENT PLAN
C-9.0
MISCELLANEOUS DETAILS
C--10.0
STORM DRAINAGE DETAILS
C-11.0
EROSION CONTROL PLAN
C-12.0
EROSION CONTROL DETAILS
C-13.0
SEWER AND WATER PLAN
C-14.0
SEWER PROFILES
C-15.0
SEWER DETAILS
C-16.0
WATER DETAILS
ver
Farm
Carthage, North Carolina
MAY
DEVELOPED BY:
LITTLE RIVER GOLF
500 Little River Farm Boulevard
Carthage, North Carolina 28327
(910) 949 ... 4609
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FUTURE GOLF COTTAG` S LR GOLF LRKT�ART
LI1/1TE0 PARTNERSHIP /
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` PIN 857503139775 _
GOLF PARCEL A
HOILE # 4
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LRK 940OD712
PIN 247
TRACTRACT 0345
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LRK 94005 ! / / • •. ` I I elf
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GOLF PARCEL A \ / f i/ -✓ 4 i r i 1r1J r ill x. \x \ 1 i i N
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\118.25 ACRES I
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'+ L + OPEN $PAGE `
2.11 Acre* \
y \+i+ C`x `�;'•, i�\\ / /fJ r�r fJ LITTLE ROVER ASSOCIATES \
LITTLE RIVER A550CIATES ` \ \ `\ r;lr .yx+:• }, ^°•` • \ `} \ '' .-'f`'f/ I� , J J LRK 8400071,
FUTURE - ,- + , '�+ ` i�'ti'+ s� : , /l ! f J TRACT , B
/ PIN &5754324T345
` LRK 940007T2 ` \ \i r' 1 - 1' ''i \ '+ +i4� 'i 1 x r , ..
PIN 857503247345 \ ` r ��li + 41 4 `rk x9 +x-` �-%'r / y� f ,•."�•�if
\ TRACT1_D GOLF LODGES ,K\>
do PARKING
\� `� / � y1I1 \ `+ `+ - r _• is` ice' +` � i ; \ ,� w-dd.�-� rr _.:�'�J, � + r ` t'� 4ti ; i �
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\� \ i I I RIME �L + \ ` x r + + i "• i,' r .' t' f' `' \ ` 1 !
POOL Arm
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LITTLE RIVER ASSOCIATES \ ♦ / ► + : + , + � t \ •�
\ LRK 94DO0712 \ ♦\ \\ 1 + 'xi ._+'• 4 % �,� � �,( ,1Yi ,+i\ ix4,` �!'
PIN 857503247345 +\ + _ f "i,f i +i 1 . \ '+`• 1 x r /
. \ TRACT #1-E �\ ♦ \ ♦' + x\ 44 �r i���•' {.�`-¢: 4 +,,+ i, .,r+ \` `- -
\`\% LITRE RIVER ASSOdAlE5 4` +r\ _ !S''�• F+ Y y•``-:f \ •` +i +\`+ •\\+ r'',\x
1 ♦ \ PIN 857503247345 , 1"-' ..-,;�•: - •,+\\ +• i '++ r 44 x r '
% �✓ LRK 94OW712 ++ '9'- /f �' i + '+'^i '\\i i+`+, •"r' y
TRACT f1-9 r 1•� i _- - r-�.-j ,f\ + i+\` \++r )\ '�' r.
pwm on"
\ . -- �- �= x` -_ - =: 4 ++ \i` \; _ ` ~ 114.68 ACRES
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LR GOLF L!►11TE0 PARTNERSHIP . ®, . , . �' G f , :J- . -� i `' -- ' \ + '`i' `' FUTURE
ems` 1� 7' `' /�, lfif iii \ +\'\ +," +iii \+iiL`- '�i
• LRK 94O 705 � ♦ � , � � � _ � L �_ Z
PIN F PARCEL
0 �-�--. • , f r - y -f� �; ` ' ,' r SINGLE FAMILY , -
' GOLF PARCEL $ \ \` � / � l �. � � f•• �' +i 1 i x S
HOLE # 10 \i ♦ /t,
V� (39 LOTS)
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\ %' /./ . , LRK 94000705 i
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%\ //,., y / \ \ \ \ f + GOLF PARCEL A
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HOLE # 9 /
/
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LRK 94000712 / \� ► P`�
LITTLE Ri
PIN 857503247343LRK I ! 1 - r 1 J •� .'� + - / i- /
TRACT /1-H / \ \ PINE r rr 1' _1 1 1 f
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GOLF PARCEL B \ \ `\ ~4�
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NOTE • , LITTLE RIVER !PATES !"�f i / '
NO DR Y LWA 1 COW�N SHALL BE \ \\ � \ 940 2 � _ � ~ � � SQ.-
LRK aft �A
CONSTRUCTED WITHOUT PRIOR APPROVAL PIN a57w 54S�-•� , !�` _
\ � r TRACT 1 r + r � � '! •.. •_- • -' -.. � � � - / •' •' /
OF TOWN OF CARTHAGE OR NCDOT AS !'�. -/
APPLICABLE.
LITRE RIVER i PATES
• LRK 94OI 2 ?4L"'a _ S\ Y /
GOLF PAf B
PROP
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EXISTING _
GOLF CLUBHOUSE _, _-_____-
' �' � � C `~ `- � ` �' CL PRIVATE ROAD
'J & OVERFLOW PARKING
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2'-0' 11 0'-8 2'-0"
DIMENSIONS FOR Z-O" CURB do GUTTER
PAVEMENT SCHEDULE
0 2" 1-2. 2" H-BINDER
O 8" AGGREGATE BASE COURSE
© 2'-0- CURB AND GUTTER
FARM CLUB DIVE (PRIVATE)
TYPICAL CROSS SECTION
N.T.S-
GENERAL NOTES
t BOUNDARY AND TOPO SURVEY BY LA DDESK3N SL RVEYNG PROJECT NO. 4103017.
Z TAX PARCEL:
PIN 857503247345, PIN 857SD3139175
3, TOTAL CL.UIIHO115E AND LODGE AREA: 24.07 ACRES, P1M1111E4-W
4, PRESENT ZONING: PlD CU
S. RONS TO BE SET AT ALL PROPERTY CORNERS.
6. ALL EXISTING RK3 `T-OF-WAYS ARE TAKEN FROM BOUNDARY SURVEY.
7. TOTAL LINEAR FEET OF PRIVATE STREETS: CMAMM AND LiODCES -19% F7,
8. ALL mPROVIEMENTS SHALL CONFORM TO THE TOWN OF CARTHACE STANDARDS AND
SPECFICATIONS AND THE NORTH CAROLNA DEPARTMENT OF ENVIRONMENTAL AND
RESOURCES FOR EROSION AND SEDIMENT CONTROL_
9. ALL PAVEMENT MARKINGS SHALL CONFORM TO NLCD.O.T. STANDARDS
10. ALL. DISTANCES ARE HORIZONTAL.
TL ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,600 PSL
iZ. ANY ONSIIT DEMOLITION LANDFILL REQUIRES THE FIRING OF A LAND CLEARING AND
INERT DEBRIS LANDFILL NOTIFICATION WITH THE DIPT. OF ENVIRONMENT, TT, AND NATURAL
RESOURCES AND RECORDATION OF DEMOLITION LANDFILL STET ON FINAL PLAT.
11 ALL DIMENSIONS ARE TO BACK OF CURB, EDCE OF PAVEMENT OR FACE OF CURB UNLESS
OTHERWISE NOTED.
14. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUIDNG DYMB+l510NS FOR STAKEOUT
AND CONSTRUCTION.
1L DO NOT SCALE DRAWING FOR ACTUAL DIMENSIONS AS IT E A REPRODUCTION AND
SUBJECT TO DISTORWK
I& UTILITIES: PUBLIC WATER AND SEWER.
17. TRASH SERVICE SHALL BE KJBLIC. EXISTING DUMPSTE R LOCATED AT THE EXISTING
CLUBHOUSE AND MTING PARKING AREA TO REMAIN AND MAINTAINED BY LITTLE
REM GOLF CLUB.
18. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY
THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEN OBTAINED FROM ALL REGULATORY
AUTHORITIES.
19. ANY DISCREPANCIES FOUND N TIE FED SHALL 8E CALLED TO THE. ATTENTION OF THE
OWNER AND 04CZ- R PRIOR TO PROCEEDING WITH WORK
20. CONTRACTOR SHALL MAINTAIN THE SITE N A MANNER THAT WORKMEN AND PUBLIC
ARE PROTECTED FROM INJURY.
21. THE CONTRACTOR SHALL CONTACT ALL OWNERS OF E ASEMENRS, UTILITIES AND RIGHT-OF-
WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING N THESE ARES,
22. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT TW LOCATION AND OR ELEVATION! OF
FJaSTNC UTILITIES AS SHOWN ON THE PLANS 6 BASED ON THE RECORDS OF THE VARIOUS
UTILITY COMPANIES AND, WHERE POSSE, MEASUREMENTS TAKEN N THE FIELD. THE
iNFFORMATION 5 NOT TO BE RELED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR
MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY TRENCI-94G
OR EXCAVATION TO REQUEST EXACT FELD LOCATION OF UTILITIES . FOR ASSISTANCE WITH
F ELD LOCATION OF EXISTING UTLiTES THE CONTRACTOR CAN CONTACT U-LOCO AT
i--800-632 4949.
23. THE CONTRACTOR LS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL
INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS,
PARKING AND PAVING NOTES:
I ALL SKTIS, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SFWi CONFORM TO
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 1988 EDITION AS AA404M AND
TOWN OF CARTHAGE STANDARDS.
2. ALL PAVEMENT MARKINGS SHALL BE FOUR (4) INCHES UNLESS INDICATED OTHERWISE ON THE
D RAW24M
3. CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS SHOWN ON TIE PLANS.
4. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL SIC2+1S, PAVEMENT MARKINGS AND
OTHER TRAFFIC CONTROL DEVICES WITH OTHER CONTRACTORS ON THE SITE
5. CONTRACTOR SHALL SAWCUT TO PROVIDE SMOOTH TRANSITIONS AT T7E-W TO EXISTING
EDGE OF PAVEMENT AND CURBS WHERE APPLICABLE AND SHALL INSURE POSITIVE DRAINAGE.
6. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STR94G'TH OF 3AW PSL
7. JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF
JOINTING TOOL.
8. DO NOT POUR ANY CONCRETE BEFORE FORMS ARE I+ISPECiED AND APPROVED BY PROJECT
MANAGER.
9. PARKING TOTAL - 263 SPACES
P11NIBIrC FRONL>7D TOTAL IL + VAMWi� Y i rM048
NOTE 1=1 0 PMW40 >FAR'X=tXkA*b 9Qlfft� OF i1FW DRINK FARM EOREEVAND
LEGEND
..-� •• -
AROARTY LINE
- -
SRRIFT RK?ff OF WAY LAE
24'VAL.EY CwLB & GVrnR
240 CEN &/VIlER
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BOC
BACX OF CUW
8-8
8J4C31' TO IMCK
F•F
FACE TO FACE
47A
QtOS4 FLOOR AREi4
1
EEF-ORE YOU [ITCH
CALL 1-800-632-4040
N.C. OBE -CALL C ENTER
HT's THE L A%m
GRAPHIC SCALE IN FEET
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MOORE CO. NORTH CAROLINA
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223 North Graham Street Phone: [phone]
Charlotte, NC 28202 Fax: [phone]
Scale: 1 "= 60' 60 30 0 60
Date: 07/14/03
Project Number; 4103017
Revision 1: TOPO 7/14/03
Revision 2:
Revision 3:
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--- _ I1 I •POOL, AREA r � INFORMATION SHOWN PROVIDED BY UINDDESFGN
• �r ___� _ - _ _ / 1 TOPOGRAPHIC SURVEYING
♦ � _ '.II-.. " j 1 y 2. ALL ELEVATIONS ARE N REFERENCE TO THE 084CH MARK WHICH MUST BE VERFtm BY
�♦ / _- r / I + ,' - TT E GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.
' I-, ' ' ... • � ' ' _ _ - - - - ! I f i ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
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EXISTING POND
r :� � I" �.. - rr r � 4 REFER TO SOILS LNG RECOMMENDATIONS FOR DIRECTION ON FILL COMPACTION
.. ' F AND ANY STRUCTURAL C , FILL SHALL BE
' : � r •- r / OINISDERATIONS. UNLESS OTHERWISE NOTED
% /' ,: _ � � f r !} • ` "I ' � '4 rr � , •' / 95% STANDARD COMPACTION.
1 COMPACTED TO AAS.H.O ST
, f {.' r :- .-' _ I .1, �r •_ -r- " 5 PERMANENT CUT AND FILL ROPES PLACED ON A S NABLE FOUNDATION SF'JALL BE
��,'/./ r � - T I i I f. 00,E CONSTRUCTED AT 2:1 i 4ORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES
i ,' { " x 1 f r ,� 1.` _ ♦' OF 3:1 SHALL BE GONSTRUGTED WHERE MOWING IS DESIRABLE
i - i 6. SITE CONTRACTOR MALL PROTECT ALL TREES AND VEGETATION INDICATED TO REMAIN,
/ , I ; = ,`<v�' % / r� : '' O s 1r w 1r 1. + 4' w w w ♦� AND MAINTAIN ALL TREE PROT1 CT10N BARRICADES.
/ _ -- ,' 7. PROPOSED CONTOURS N ROADS REFLECTS FNIS M GRADES NCLUDNG ASPHALT. REFER
' f 1./ `+-40 / , .' -' -- - - -- - - - _._r i` _- - - r/ ` ##♦ Ito � TO PAVEMENT CROSS-SECTION DATA TO ESTABLISH CORRECT SUB -BASE OR AGGREGATE
J , ,'' / ` .�' , _- - - - - r / ' . 0 �,, ' s �% BASE COURSE ELEVATIONS TO BE COMPMM UNDER THIS CONTRACT. REFER TO ROADWAY
� ,J / ,' ,,, � __ __ / / ,./r �' i♦ ♦It ... PROFILE SHEETS FOR DIRECTION ON ACTUAL GRADING REQUIREMENTS WITHIN CROSS-SECTION
f f f / r _ - - - -- - ..._ _ _ _ _ _ r OF PROP S.
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i ; / ; ` ,. r_ . `- --- - _ / �- ;� ♦♦ e. LIMITS OF SHOWN ARE BASED ON CUT dl FILL SLOPES AND OTHER GRADING
/ ; ! `, ! _ . -. _.. __ __.. _ _ _ _ ... // / 0 , I . y REQUIREMENTS AND ARE APPROXIMATE ACTUAL UNM SRALL BE STAKED BASED ON
• ._ -. FINE GRADING S OF PR SITE
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f / ' ,,, ,' . ' , ` u 5 ANY GRADING BEY APPROVED LIMITS OF CONSTRUCTION IS SUBJECT TO A FNE.
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,� / ,/ .' , ` / � .�: ,.. -- -- - , . •' ,.. /�' ` I � 1 ` -� � - i � 10. STABILIZATION 5 THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO
�' ', � , : '✓ '.• ' / ` -f' ", ` ,- ,.' ' / ' - / ! k \ � - ACHIEVE EROSION CONTROL ON DDLIDED AREAS AND ESPECIALLY WHEN THE CONSTRUCTION
►� ` ; ,' / �' .�` yr ," _ -- -_ 1 r` r SEQEIQ4a REQUIRES IT. ALL GRADED SLOPES SHALL BE SEEDED OR LANDSCAPED WRFIN 30 DAYS
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`�,�-�'01 f Imo:• r ! - _ __ r i 'r/ ! ` SD�O • jl OF COMPLETION OF C3tADi� ALL RFJ�AArINIG AREAS SHALL BE SEEDED WREN 45 DAYS
%---. -�,., _ -�r��.o _ _ '' A' , , ,,- ,: / , ` _ _ - • % n CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS INDICATED NOT THE EROSION
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` ,.' / - , .' - r / � / �� RIM 411.70 � _ 4]� CONTROL PLAN. NO DEVICE SHALL BE REMOVED UNTIL TH•E SITE 15 STABILIZED.
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F �' r' � r • r ♦*♦ � � " p� FOUND BE"f4VI33+1 ACTUAL FIELD CONDITIONS RIND CONSTRUCTION DOCLRVIEhfI'
. - ' - _ ! / WAIT FOR INSTRUCTION PRIOR TO PROCEEDING
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%16. ON-SfiE BURIAL PITS REQIJRE AN ON -SITE :
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_ _ 17 REFER TO SITE PLAN FOR ADDITIONAL NOTES so
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' _ _- -,/ `I �,/ r- ___ -' _. ! .. -._- r/ ~ __ • ♦ism `� - ^� 4w* ♦f __ 2 DRAINAGE DESIGN BASED ON RATIONAL METHOD. ra
\\ // \,' / _ _- _ - - . _ : - , / - . - _ .. _ - _ 4 ♦ - _ _ x�� ::. * $ ,, ` _ _ _ _ -- - . ... - MIVMUM COVER ON STORM DRAIN PIPE TO BE 2.0 FEET (UNLESS NOTED)
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,:,\ "--.:---- ...� /r \\ �/' _- ii♦ y �,Z, -- - - - ---- --' -- - . - SHALL MATCH PROPOSED GRADE ELEVATION.
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SHALL CONFORM t0 LATEST EDITION OF THE NCDOT STANDARD
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r , _ �� - -- *#♦ 35'� ++dam `� i - THE FILL AROUND PIPES SHALL BE PLACED N LAYERS NOT TO EXCEED SIX(6) NQ#S AND EACH
\`\ , I \ .. - . h / y /,�* 1 �9' iN _ LAYER SHALL BE COMPACTED.
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\\`\ , 1 k \\ -- ww• ► V \ / ♦♦* �. • - 1 '_`Qa +� h - 8. NO WATER SHALL BE PERMITTED TO RISE N UNBACKFLLED TRENCHES AFTER PIPE HAS BEEN PLACED.
., \\\ � \\ r �* 1% O . - 0 r 0 ♦i f � i r I • - - // 9. ALL PIPE SHALL BE MINWM CLASS 5 REINFORCED CONCRETE PPE UNLESS OTHERWISE NOTED.
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\\\ ; , - - --. _ T) _ - -• - / orb o F 1r / ' 1 ` ♦ / / - U ALL CONCRETE SHALL BE 3600 PSL
\\ / \ _ r, - - ♦�► f r \\ . ♦ - _ i' ri NIY►►YMUM GRADE OF STORM DRAIN P TO BE OS9b
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` : `' \ _ - _ _ - - µ ♦� ,�♦ i ♦#J _ - MAXUNUM GRADE OF STORM DRAIN PPE BE A96
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`\\ \\ 2 - 8• RD - _._ i' R �- + ii ♦ ,- 414,5 r ♦ :: /� 13 GONTRACTOIt{S? CONSTRUCTING IMPROVEMENTS SHALL BE FUIY RESPONSIBLE FOR COMPLIANCE
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``\ ``\ t \ IN 408.45 wwwr ~" w I «�1♦♦ - f ; I ST 5+ 9D ` \ WITH GOVERNING ORDINANCES AS INTERPRETED BY TOWN OF CARTHAGE, ENt�ERING DIVISION.
`, \ �_ \ 8a "� . • 1 a r \ ` ! \ \ __ /' � 14> CONTRACTOR(S) CONSTRUCTING IMPROWMNTS SHALL BE FULLY RESPONSIBLE FOR REQUESTING
\\ \ �, OUT 408 25 a� DI-1 Q 1 r ♦; i \ . /
- . y \ ; , . OUT S r �` ♦ I' \ Q \, t . / ♦ LOCATION, FROM THE PROPER PARTY, OF DUSTING UTILITIES PRIOR TO THE COMMENCF,IAFNI' OF
\ \\\\\ \ `\.•. \\'. �,\\ % w it RCP• iI 0 I 4� RIM 0 ♦�QA '� L lRIk 4 r - ♦# g II 406.31 \ ' //' / CONSTRUCTION.
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V. ALL PROPOSED DRAINAGE STIR SHALL BE OF BRICK R
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SEEDING SCHEDULE
SEEDBW PREPARATION NOTES
1 SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO
PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3" DEEP ON SLOPES 2:1 OR FLATTER TOTAL SEEDBED
PREPARED DEPTH SHALL. BE 4" TO 6" BEEP. IF SOILS ARE
COMPACTED DURING GRADING LOOSEN TO A DFPTHt OF 6" TO V.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS siALL BE REMOVED
FROM THE SURFACE TO PREVENT MERRX.ENC E. WITH ESTABLISHMENT
AND MAINTENANCE OF VEGETATION.
4. APPLY LIME ACCORDING TO SOT. TEST RECOMMENDATIONS. SOILS
WITH pH HIGHER THAN 6 NEED NOT BE LIMED. IF pH IS NOT
KNOWN, APPLY LIME ACCORDING TO SEEDING SPECIFICATIONS BELOW.
APPLY LIMESTONE AND INCORPORATE INTO TOP 4" TO 6. OF SOIL.
S. APPLY FERTL IZER ACCORDING TO SOL TEST RECOMMENDATIONS. F
NO SOIL TEST HAS BEEN PHtFORMED, APPLY FERTLIZER ACCORDNG
TO SEEDING SPECF1CATiONS BELOW.
6 ROUCH N SEEDBED SURFACE PRIOR TO APPLICATION.GROOVE OR
FURROW SLOPES STEM THAN 3:1
7. FOR TEMPORARY SEEDING OF AREAS WHICH WILL NOT BE BROUGHT TO
FINAL GRADE FOR MORE THAN 15 WORKING DAYS, FOLLOW THE
TEMPORARY SEEDING SPECIFICATIONS BELOW.
PERMANENT SIDING SPECIFICATIONS
LOW MAINTENANCE AREAS
STD SLOPES OR STONY, SHALLOW OR DRY SOTS
DATES TYPE RATE
AM 2S - SEPT. 15 TALL FESCUE 100 LB/ACRE
FM 1S - MAR 21 SERICFA tESPOAEZA 30 LB/ACRE
KOBE tfSPE)EZA 10 IA/ACRE
GENrLJE SLOM AVERAGE SOILS
DATES TYPE RATE
ALIG 25 - SEPT. 15 TALL FESLIX 80 LB/ACRE
R. 15 - MAR. 21 SERIC£A URWO [ZA 20 UVACAE
KOK IF94MA 10 UVACRE
HIGH MANF04ANC>E AREAS
GENTLE SLOPES, SOLE1'T I %W AVERAGE OR Bffi MOSTURL COOL SITES
DATES. TYPE RATE
AUG. 25 - SEPT. 15 M.E D OF TWO TURF -TYPE 2W - 250 WACRE
TALL FESCLIES (90W AND
TWO OR MORE K 04TUCKY
BUJEGRAM VARIETIES (10%I
C,BNTLE SLOPES, DRIER SOILSt� , PHYSICAL UWrAT1O
DATES TYPE RATE
-AM 2.5 - SEPT.'IS BIFH] OF W% KY 31 TALL 200 w 250 LB/ACRE
FESCUE AND 509E M[MI RE
OF TWO OR MORE TURF TYPE
TALL FESCtE.S
CRASS -LINED C HAI EMS, AVE RAGE SOILS
DATES TYPE RATE
AUG. 25 - OCT. TALL FESC LE 200 L8/ACRE OR
GtASSr-LPHy C HANN IS, DRY SO9.S 4 - 5 LB/1000 SF
DATES TYPE ItATE
APRs. 15 - jtLNE 30 COMMON OWMKDA GRASS 40 - 80 LIVACRE OR
1-ILIAWSF
AM E DMem % ML HE Anum AT THE RATE OF 4000 LB/ACRE OF GROUND
AGI=1LTURAL LIMFSTOW AND HOOD WACRE OF 10-M-1D FIERTILUSI.
DRY SOT., OWS-LAED C•IANNBS SHALL USE 3000 LB/ACRE OF GRORANO
AGRICULTURAL LIMESTONE AND 500 LB/ACRE OF V-10•-itl FR3 n03L
MULCH SHALL BE APPLIED AT THE RATE OF 4000 UVACRE OF STRAW:
STRAW SHALL IE AN aiORED BY TAOMW.' WITH ASPRiALT. NT M OR MIA.C•t
ANCHORING TOOL TOTE OR EXCELSIOR MATTING SHALL N USED N GRASS
LNRO CHANNELS TO C1LL.0 ULATKD HIGH WATER. DiPTK
3
�T
EXISTING GRQI,Jj+ID__"�_
313' CONCRETE MIN
OUTLET STRUCTURE TOP OF DAM ELEV. 390D
E.S. ELEV. 389.0 BERM - COMPACTED TO
LITTORAL SHELF TOP OF STRUCTURE ELEV. 389.0 •---- �--------- 959ro STANDARD PROCTOR
10FL0&1SLO, -
WEIR ELEV. 388.0 I..:. '� _
_�..._..._-r - 387A ___-�_.___...�____..__......-..
DW WQ RELEASE
V ELEV 3870 / ``-
f �' PERIIAAI�NT-✓
�L PO4X
BOTTOM HEY. 383S
TEMPORARY SWING SPECIr-AT1"
DATES TYPE RATE
AMEhDMOM
JAR 1 - MAY 1 RYE (GRAN 120 UVA
':,E
FED. 15 - MAR. R. 21 ANNUAL U5PBDEZA So LB/A .
` f AGRK:TS.TIL" LM4E-
OR ROBE
STONE AND 790 LBI
ACRE OF 10-'W-W
F8tTi1pHR
DATES TYPE RATE
AMENDMENTS
MAY 1 - AM 15 OBtMAN MLLET =D IBJI
' 9
AC3t1(2I.TlCtiAL LWIE-
STOW AND 79D LBI
ACAS OF 10- 70-11
FERTILIZER
DATES TYPE RATE
AMBNDAE}i5
AM IS - DEC. 30 RYE iGRM tso W .
>i
AGRFW.TUt& UME-
STONE AND MOO LB/
ACRE OF 10-7010
FEIt71JZFR
MULCH SHALL 13E APPLES AT THE RATE OF 4000 LB/ACRE STRA
STRAW SHALL BE ANCHOM BY TACtING WTTIi ASPHALT: Nr
NG OR MULCH
ANCHORING TOOL.
CCRA= NDM AND a1 71-E_�J+ FOR CRACK SLOPES .
D F1I5
SHALL M NO GREATER Tt•E ANGLE w IC H CAN BE wrAE
D BY
VEGETATIVE COVHE OR OTt Bt ADEQUATE EROSION CONTROL
. VICE OR
S'TRUCTILIR . N ANY EVENT, SLOPES LET I XPOW SHAtI WIM
AZ
WORKING DAYS OF COMPLETION OF ANY PHASE OF GRADING
. PL:ANTEID OR
Cra-M ITN PROVDW WITH GROUND COVER, DEVM OR sm
FLARES
SUiiCIENI TO RESTRAIN EROSION.
- wHE Em LAND DurLRBNG AcrwnY IS L,
tlrTAKE N ON
AMcorfet
TRACE COMPRISING MORE THAN ONE ACRE, F MM THAN
E
CONTIGLIOLZ ACRE 15 UNCOVERED A GROUND CXOVIR SLFFIM
TO
RESTRAIN EROSION MUST BE PLANTED OR 07MWISE PROVIDE
THIN 15
V40RKM DAYS ON THAT PORTION OF THE TRAQ UPON WH.
R FUtTHHEt
ACTIVE CONSTRUCTION 6 NOT WING U DWTA103N(, PROVIDED
AT TM
SHALL NOT APPLY TO CLEARED LAND FORMING THE BASIN OF
USHtVOR
LATE[ TO BE *A10AT®.
LUDMAM
•
t PLANT SELECTION, QUANTITY AND SEZE MAY VARY BASED ON ACTUAL SITE COND W >,
PLANT AVAILABILITY AND COST FACTORS. ROOTS MAY BE SUBSTTNUTED FOR POTS C
CONTAINERS, HOWEVER SPACING SHALL BE, REDUCED TO APPROXIMATELY 1 EACH PER
S.F. OR LESS.
2. TI-E AREA SHOULD BE PLANTED WHEN THE SOIL IS MOIST OR SATURATED, BUT NOT
INUNDATED. F THE SOL IS SUFFICIENTLY WET, PLANTING COULD BE CONDUCTED JUST
PRIOR TO FILLING THE POND.
3. SOILS SHALL BE TOPSOIL OR SILT/CLAY LADEN AND ARE TO HAVE A MINIMUM OF D
ORGANIC CONTENT. DO NOT USE SOIL FROM A WETLAND OR BOTTOMLAND F IT I:
POPULATED WITH UNDESIRABLE SPECES, N THAT CASE OBTAIN SOL FROM AN UPE.ANT
4. PUWTS�BELOW THE WATER SURFACE OR N SATURATED SOL WILL REQUIRE HAN" fflNG,
S. PLANING OF LITTORAL SPECIES SHOULD OCCUR N SPRING OR SUMMER, UNLESS OTF WISE
APPROVED.
THE FOLLOWING PLANTS ARE RECOMMENDED TO ADD COLOR IN THE SPRING MILT SUh ER MONTHS:
- CARDINAL FLOWER, MARSH MILKWEED, BLUE WATER IRIS, YELLOW IRIS AND UZZA H TAL
SIZE AT PLANTING MAY VARY BASED ON AVAILABILITY, COST AND AEST# EIIC OBJECTII
OPERATION AND MAINTENANCE:
Maintenance activities shall be performed as follows:
I . After every significant runoff producing rainfall event and st least mo�nthty:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash act
notation,
vegetated cover, and general condition.
b, Check and clear the orifice of any ohmuetions such that dmwd wn of the temporary
tal occurs within
2 Io S days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetativemow coos
ow vegetative
cover to maintain a maximum height of six inchms. and remove trash as needed.
3. Inspect and repair the collection system (e. catch basi.na, piping, swales, riptap, etc,) q
totLy OD maintain
proper functioning.
4. Remove woomulwA sediment from the wet detention basin system semi-arinually or 9
n depth is
reduced to 759E of the original design depth (see diagram below). Removed sediment s
I be disposed of
in an approixiate manner and shall be handled in a manner that will not adversely imps;
vAtrx cltttality (it.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it wii
ive an accur a
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads Z • 5 teeE in the main pond. the sedimente she
t: rtartaved.
When the permanent pool depth toad[ 2 fact in the f vbay, the sediment shall b
-moved.
BASIN DIAGRAM
tf1, in dw bknAsl
T?mosiPOWMevation 387
Sadimast al EL 386 75
SeEraentRermvaH>3evatioea 38b
rh
ago=>31e gion 184.-
BatLplAHtevatiuu�$�5
%
FORFF.BAY
5. Remove cattails and other indigenous wetland plants when they cover 50% Of the basin •face. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing c edinleat through
the emergency drain shall be minimized to the maximum extent practical.
RESERVOIR DRAW
W/ GATE VALVE
AND LIFT ROD
NV ELEV. 3833 -
TOP OF
ORIFICE PLATE W/
/T2" DIA. ORIFICE
LE 363.5
NV IN34
383.S'18" RCP
POND SECTION
N•T.S.
RIM
385.00
YARD INLET
NV N
38150
NV OUT 66�24.r RCP
10 380
W AM'1-SEEP Y}-2S �`�-� TO EXIST. CO
COLLARS
4' 3'
COAT INSIDE 3r OUTSIDE PLAN
OF BRICK RISER WITH TYPE
'IV WATER PROOF CEMENT -•-----•-
TOP MASONRY '- 389.0 !
� ►r 1
`• . a
• • •
r
- TOP ELEV. 386.25
Jva a 0 0 0 0 s a 0 0 Q O n O Q O n d
O Q O O O D O Q O 0 0 0 0 0 0 0 0
o ° o 0 0 0 o a o 0 o a a o a a o c
J°O°O°a°O°°°O°O°a°a°O°a°°°O°a°a°a°O°a°a0
O° O°d°n°O°d°Oda°n°O°°d°O°O°O°O°d°O°tS°o
n n �_o„o n odo„naonoa0000nno^o.
n n ^
ELEVATION
TYPICAL FOREBAY BAFFLE
N•T.S.
EMERGENCY SPILLWAY
TYPICAL WEIR DETAIL
N.T.S.
CLASS B CONCRETE
TO BE USED
STONE FACE WITH
BRICK WALL TES
(OPTK*W -�
r------------
1
1
h
PERMANENT
POOL
FLANGED END SHEAR
GATE VALVE,,,
NOTE;
CONTRACTOR %IAM SUN4T SHOP
DItAWINCS TO QJCI�M FOR
RENEW AND APPROVAL PRIOR TO
FABRICATM OF 0kn1ET STRUCTURE
TOP OF SHELF
3 ��Iwwww■w�■
1�
3' TYR
•
PI LMANEMf EROSION
CONTROL MATTING
'I'. All oompononts of the wet &A moon basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I wn responsible for the performiuxv of the seven
maintcnmwe prowddures, listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print nanm: ,
Note: The kpily resppmft pasty shouts Apt be a bmimaw Ems wsoptation unleaa wA to Ann 509E nt *elm have been gold *An
tr Went sat!the Iaabtivlilan has bean nawd the pm dent.
I' J- , a Notary Public for the State ofNO Ll
_
County of do hereby certify that
personally appewed before me t1 ackntowtesLge floe due
execution of the forgoing wet detention basin maintenance requirements. Witness my band and official seal,
SEAL.
My Commission expires�b� „»
---__----1J.
's-" t 0
I ITa ITY RRICY
GROUT WATER
TIGHT
NV N
3835 IBM RCP
12"
6" FIG x PE WALL
mC - tl!pfv rT
DAM AND EMBANKMENT CONSTRUCTION
1 GENERAL - THE POND AND DAM AREA SF•IALL BE CLEARED, GRUBBED AND STRIPPED OF ALL
VEGETATIVE MATERIAL AND TOP SOL PRIOR TO DAM CONSTRUCTION. THE DISPOSAL OF TREES,
STUMPS, CONSTRUCTION DEBRIS, VEGETATIVE MATMAL, ETC. SHALL NOT BE PERMITTED N THE
DAM OR POOL AREA OF THE POND. WHEN BLASTING IS USED TO REMOVE ROCK FROM THE
POOL AREA, THE BLASTED AREA SHALL BE OVER -EXCAVATED TO A DEPTH OF AT LEAST TWO
FEET (21 BELOW RUSHED GRADE AND BROUGHT BACK TO FINISHED GRADE WITH GLEAN
RELATIVELY MMF.RVIOUS SOIL MATERIAL COMPACTED N PLACE
2. EARTH FILL DAMS
A) SOIL MATEI S USED FOR EARTH FILLHG WHICH ARE HIGHLY PERMEABLE OR WHICH EXHIBIT
AL.
SIGNIFICANT SHRINKAGE SWELL, OR DISPERSION SHALL NOT BE USED N Tit EMBANKMENT.
B) A CUTOFF TRH MORE TRENCH} SHALL IE PROVIDED WITH A MINIMUM WIDTH OF FIVE
FEET (51L THE CE3NTE RUE OF THE CUTOFF TRENCH SHALL NOT BE LOCATED DOWNSTREAM
OF THE "SIDE TOP Of SLOPE OF THE DAM. THE CUTOFF TRENCH SHALL BE CAREFULLY
BACK -FILLED WITH HIGHLY MP RMEABI E MATSUAL AND COMPACTED TO AT LEAST
NINETY-m PERCENT (9sW OF STANDARD PROCTOR DENSITY.
C) THE MINIMUM TOP WIDTH OF THE DAM SHALL BE TEN FEET (1(Y) AND SLOPES SHALL NOT BE
STEM THAN 31 ( WEE HORIZONTAL TO ONE VERTICAL) ON THE DAM OR EMBANKMENTS
AROUND THE POND.
D) ALL DISTURBED GROUND AREAS AND EWAWM&M SURROUNDING THE POND SHALL BE
MECHANICALLY STABL OW OR HAVE: PERMANENT SEEDING SCHEDULE
GENERAL NOTES
,I H AWOM IN *W-a UVOWU FM WVIINE OMATION AND MAEHEBONM
2. CONTRACTOR SHALL ESTABLISH GRASS ALONG TI•E POND BANKS AROUND THE PE3RMNN W POOL
AS SOON AS GRADING OPERATIONS DICTATE. SEE PERMANENT SEEDING SPECIFICATIONS FOR
SBDIVG SCHEIDULE,
3. THE PkIt1VlAInFNT WET DETHNITION POND MAY BE USED FOR TEMPORARY SEDIMENT STORAGE
DURING CONSTRUCTION. ONCE THE SITE HAS BEEN STABEJZED, THE PEftMANIENT WET DETENTION
POND SHALL TE QLAN ED TO TIE DESIGN GRADES. ALL SEDIMENT SHALL BE REMOVED AND THE
POND STABILIZED.
4. SEDIMENT SHALL BE REMOVES] FROM THE POND DURING DEVELOPMENT WHENEVER THE STORAGE
VOLUME EKCEEOS 759E OF THE POND VOLUME.
S. POND HAS BEEN DESIGNED FOR A MAMMUM 514% IMPERVIOUS AREA.
6. CONTRACTOR SHALL. COORDINATE WITH THE OWNER AND THE OwNER's LANDSCAPE ARCHITECT
FOR THE SELECTION OF PERMANENT AQUATIC PLANTS. AQUATIC/WETLAND VEGETATION SHALL
BE ESTABLLSi-ED AROUND THE PStMANENT POOL AND AS FAR UP THE SLOPE AS POSSIBLE
WETLAND VEGETATION SHALL BE FSTABIISI•ED TO AT LEAST A MNIMUM DEPTH OF ONE FOOT
BELOW PERMANENT POOL
7. THE STORMWATEt CONTROL STRUCTURE(S) SHOWN ON THE PLAN IS DESIGNED TO REDUCE
THE POST -DEVELOPMENT 2-YEAR 6 HOUR STORM EVENT AND THE M-YEAR 6 HOUR STORM
EVENT' BY 60% AND 509E RESPECTIVELY.
8. THE GOVDtNMw OFFICE HAVING J amrTION FOR WATERSHED PROTECTION AND THEIR
ASSIGNS SHALL HAVE RIGHT OF ACCESS TO THE PERMANENT POND FOR INSPECTIONS AND
MAINTENANCE ENFORCEMN!".
ENGINEER'S CERTIFICATION OF POND AND DAM SAFETY
THE STORMWATER POND AND DAM SHOWN ON THIS PLAN SATFSFES RECyIJItEMLENTS OF THE NORTH CARGxINA
STATE DAM SAFETY LAW OF 1967 (AS AMENM THROUGH 1995) AND THE RULES AND REGULATIONS AS
PRESENTED N THE NORTH CAROLNA ADMINISTRATIVE CODE TIRE 15A, SUBCHAPTER 2K - DAM SAFETY.
EVEN N THE CASE WHERE TT-IE DAM SHOWN ON THIS FLAN IS DETERMINED BY THE STATE TO BE EXEMPT
FROM THE ABOVE. DAM SAFETY REQUREty ITS, L AS THE QUALIFIED DESIGN ENGINEER, STATE THAT THE
POND AND DAM ARE DESIGNED TO BE SAFE AND ADEQUATE FOR THE PROTECTION OF PUBLIC HEALTH, SAFETY,
WELFARE:, AND DOWNSTREAM PROPERTY. I UNDERSTAND THAT THIS STATEMENT AS THE DESGN ENIGINEIER SHALL
NOT RELIEVE THE OWNER OR OPERARTOR OF THE FOND AND DAM FROM THE LEGAL DUTIES, C GUGATx"�'ES, AND
LABLM ARISING FROM SUCH OWNIEILW OR OPERATION.
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POND PLAN
SCALE:- o E Y'
04
POND DESIGN INFORMATION:
TOTAL DRAINAGE AREA 4.0 AC. TO FACILITY
LAND USE - COMMERCAL/RESDFNTIAL (AVG. % IMPERVIOUS 62.50/6)
POND REQUIREMENTS: REQLARED PROVIDED
SURFACE AREA 6,098 SF 8,064 SF
TEMP. W.Q. VOLUME 7,369 CF 8,911 CF
STRUCTURE: SIZE
WATER QUALITY RELEASE 2"
RISER 31X3' BOX
BARREL 18" RCP WITH 12" DIA. ORIFICE PLATE:
WATERSFIED INFORMATION - SEE SHEET C---8.0
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Date: 7/a8/o3
Designed By: BSS
Drawn By: BSS
Scale: i"=40' H 7"=4' V
Project Number: 5oo=33
Sheet Number:
L:,50024331 ivy 1 wj
Nani Songeo
Revisions:
REVISED 7/28/o3 ADD WAFER QUAL IYPOND.
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Little River Farm Golf Club
Clubhouse and Lodge
STORM DRAIN PROFILES �I
Carthage, North Carolina
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Fort PIRMW Pum"$IEs ONLY
2:3 North Graham Street
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Charlotte, NC ghoa
Phone:7a4.333.o325
Phone: [phone]M
Fax: p4.332.3246
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Fax. [phone]
Not For Construction

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COLLECTION SYSTENr AREA TO BE PROTECTED WITH BEST MANAGEMENT PRACTICES
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PER NCDB%R - STORMWATER BEST MANAGEMENT PRACTICES DESIGN MANUAL TO AL
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FOR 90% TSS REMOVAL OF STORMWATER RUNOFF.
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WATERSHED DEVELOPMENT NOTES
1 DEVMOPFR: LITTLE RPM GOLF NC.
500 LITTLE RIM FARMS BOULEVARD
CARTHAGE, NORTH CARO(JNA 28327
(910) 949-46D9 '
2• WETLANDS PROVIDED BY F- owS, UPCHURCH & ASSOCIATES, P.A.
3. FLOODWAY SCALED FROM'LEMA FIRM MAPS FOR AREA.
4. FLOODWAY AND WE LANDS TO BE FEED VOWED PRIOR TO FINAL DESIGN AND CONSTRUCTION.
5. SEWAGE DISPOSAL SHALL BE BY PUBLIC SEWER. .
6• TYPE OF ROADWAYS: CURB AND GUTTER
7. SLOPE 2 - 10% ,'
8. SOL TYPES: ,
DoB DOTHAN LOAMY SAND, 2 TO 6 PERCENT SLOPES
FaB FUQUAY LOAMY SAND, 0 TO 6 PERCENT SLOPES
McIB MAYODAN FINE SANDY LOAM, 2 TO 8 PERCENT SLOPES
Mc# MAYODAN FINE SAPPY LOAM, 15 TO 25 PERCENT SLOPES
Vc6 VAUCLUSE GRAVELY SANDY LOAM, 2 TO 8 PERCENT SLOPES
9. THE GOVEU4MENT OFFICE HAVING FOR WATERSh� PROTECTION AND THEIR
ASSIGNS WI L HAVE RIGHT OF ACCESS TO T1 E PROPERTY FOR COMPLIANCE WITH
WATERSHED DEVELOPMENT PLAN.
10. PROPERTY IS LOCATED N TOWN OF CARTHAGE WS ■ WATERSHED AND A HIGH QUALITY
WATERS WOW) WATERSF� AS D� BY NCDETR.
11, STTE WILL BE DEVELOPED AS A LOW DENSITY DEVELOPMENT WTTH LESS THAN 12% IMPERVIOUS
AREA EXISTING AND/OR PROPOSED.
12. A 30 FOOT VEGETATED BUFFER SHALL BE MANTANED ALONG ALL PERENNAL STREAMS
AND WETLANDS. (WATERS OF Tf-E U.S.)
13. ALL LHXVELOPED PROPERTY (WETLANDS & GOLF COURSE) SHALL BE DFIDFD AS COMMON OPEN
SPACE FOR TEE PROPOSED DEVELOPMM. THE COMMON OPEN SPACE SHALL REMAIN
UNDEVELOPED N PERPE UI FY.
14. UNLESS OTHERWISE NOTED ALL SINGE-FAMLY LOTS SHALL BE L 17ED TO 5000 SF OF
-IS WATERSHED DEVE.OPEMENT PLAN IS APPROVE] BY TIE
IAT E RSHED REVIEW COMMITTEE :
DIRECTOR OF PLAN MNG AND DEVELOPMENT DATE
DIRECTOR OF CENTRAL B RING DATE
DIRECTOR OF PUBLIC SERVIC".ES DATE
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---� - ) *� I I // _ _.._ T' ! ! , I " I ! , j,: /. F/'" xl t`'r,4l, I, iy 1 ,+ I .i , f \� ''E ',
Y + ! '', � t J E C f C A � � 7 %'1f i : r , is r! ! \ ,y e(. - - "\ ` r .
-�� _ > !.;- , „!,. I ../' f.. P.�Fi A�. --J 11�Lf'Vr1 1 r f ` ,' _ - II I'I' �ijl� I�r'',\;ii'f1`tl - x+x'LLL,--.t \`ti ,� .. �i _ -
_ My. f ��.�Q �� ��pp 1. I� /il!'Ilrr ni�r' c 'ATE
`ram' ~ ~j ,r'- - V•7<W lIIUY-)...a f,� �f r f. ,#I I i I 'It I 1 - I F' Y+,�ti !. t'„L. ti _ ,,'� t '
°�, � (L I �' "� ,r r�r r. ' I I I J„ f . 1. -. {° BUILT UPON ACREAGES ARE APPROXIMATED FGR FUTURE LAND USE LAND OWNER
! "J t I `-� { ' , : I : , ` '` r ` "' i SHALL 8F AWARE» THAT ANY IMPROVENIB�lTS RESULTING N GRFATI7R THAN
��"Z ,, �' - '�. f , J I I 1rJ !, ' ,%' � �� _ 12% IMPERVIOUS AREA SHAM REQUIRE EDD STRUCTURAL CONTROLS
, � '.. :-,: ''' i IIr �I. i' I'' I I I�`1 _ _ - 'I ' /l ;,;r; ; i` ' r - _' `` _ ` ` TO MANAGE 5TORMWATAR RUNOh1= AS REQUAi� BY MHpMUM STANDARDS Sl~T
t 5 r' I j 11 '' I ;' •:� ` t\I l i 1- r r FORTH N NCDE3* - STORMWATER BEST MANAGEMEM PRACTICES MANUAL.
'rem rl i f l I� I' I r r'I!! r:rjr Ir: ;'
`I /' rr t .:i " If ,1I I;,fI f . . )
.-yk i 1 i �''. �'I. � 11 I I F/. � ��r
* I I �, ' t ; ; I;; I '; j'. �__.r -.: C�APHIG SCALE IN FEET
'.;: -.1 ', 4: ',�' t` ( [ \ i 1, l ' + 400 0 400 800 1200
'- +f
. ( r:^k44y I f r•
w
z�� ,cn
3
.
r
0
fit
0+
Q
A
A
0
0
.t
c
0WR
E
I�
f
/
- - - - -
N rR
a
. sz
,T, --r -T - - - _-
1 1 C r I T7 c , -� S' 1- y z; T ►t 1 rr; r r l Iy'. ,'-'r I - -
``i y1 i+}y�,�+�I�I'r' f rrf. :i 11 r r .r ly )}il #)irt �.11 f iyr ,r ,
:� r

r
.lRa & BUTTER _ SEE DETAIL
YPE H BINDER W/1' TYPE 1-2 SLPPACE COURSE - LIGHT DUTY
" TYPE H BINDER W/I" TYPE 1-2 SURFACE COURSE - HEAVY DUTY
%B.C. (8" HEAVY DUTY)
L ALL PRIVATE DRIvES AND PARKING BAY LANES
SHALL BE HEAVY DUTY ASPHALT. ALL PARKINCs SAYS
SHALL BE LIGHT DUTY ASPHALT.
I f:6kVAcTED SLBGRAoe 2. GEOTECHNICAL EwsINEER SHALL REVIEW AND APPRDVE
ASPHALT PAVE-1ENT DESIGN PER ACTUAL SOIL CONI71TfONS
AND OWNERS LOADDG RECUIRE=MENTS. TYPICAL MULTIPA•TILY
VEHICULAR LOADING HAS BEEN ASSUMED FOR ASPHALT SECTION DESIGN.
EXTENSIVE USE BY HEAVY TRAFFIC DURING CONSTRUCTION MAY INITIATE
PAVEMENT FAILURES,
R=AVEMENT SECTION
N.T.S.
STIFF !SMOOTH FINISH PERFTMIGuI.AR
TO TRAFFIC FLm
:
,Y..
..
�'.
•.!C'.'.•.•:.:...'::...:::::.:
. ul
4*.',
. . . . . . . . . . . .
Ej.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.',',', ,'
W
:
. . . . . . . . . . . ............
m':'::':: ' ':'::' :':'::':::
. . >.
. . . . . . . . . . . . . . . . . .
/.
. . . . . . . . . . . . . . . ... . .
SEE PLANS EQ. TO UJIDTI I
TF& EL SCORE JOINT W/
TOOL DANDWS 1" DEEP
-PROVIDE 1/2' BIT. EXPANSION JOINTS
0 25' MAXIMUM AND WHEN CONGIIMTE
AeUTI3 A RICK) SURFACE (Ts WALLS, CURBS).
TYPICAL SCORING PATTERN • _ _
IRO+ IR-HAND TROLL,EL SCORE JOINT
W1 TOOL 13ANDM V DEEP.
3J0w PSI GONG• •
28 PAYS
W14 COMPACTED SUBORAM
CONCRETE SIDEWALK
N.T.S.
2.�.
N
�U) A
FACE OF CL>
2,-a"
(� O BACK OF CURB
LIP OF' GlJTTJJR/EOP
PLAN VIEW
7 1/2-
a 3/c
4 •4. .4 4• �9r 4 7r a a' A •q
• & . A
e 4'
2,-0- r-0- 2.-0.
SECTION A —A SEQIIQLA D:B 5EQTIQN C—C
NOTES,
1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS.
CURB TRANSITION
2'-0" CURB AND GUTTER TO 21-011
VALLEY GUTTER
N.T.S.
R7-8e
OIYEmsom IWCHM
A 1 B 1 C I 0 I E I F I G 1 H 1 J I K I L
12 1 8 1 3/5 1 3/5 1-1/2 1-1/2D 1/2 1 ID 2-1/2.4 1-1/2
. WWASE SPACMIC SOX
D-FHWA (FEDERAL WMAY AAi1INISMgION/USDOI)
SERIES D LETTERS
LECETID AND DORM - GREEN
BACKGROUND - WHINE
LSS
AXIMUM
ENALTY
$250
-37.6
R7-8D
LEGEND AND BORDER - OR"
BACKGROUND - WARE
SIGN APPROVED FOR USE
UNDER GENERAL STATM 20-37.5
R7-BD PENALTY SIGNS ARE Rr_OUIRED TO
ACCOMPANY All R7-8a PARKING SIGNS
E7RECT'ED AFTER DECEMBER 31,1990
PLANTING STRIP
JNOTE:
SUPPLEMENTAL ACCESSIBLE SIGN (R7-Ba) USED IF
THERE IS ONLY OHE REOUTRED ACt3sS18LE PARKING
SPACE MUST BE VMI ACCESSIBLE)AND AT EACH
AD REDumm VAN ACCESSIBLE SPACE. (SEE
STD. NO. 50.10B)
AGCESSIBI E +-SIGN R7-00
RESERVED
PARKING
—SIGN R7-U
MAXIM U M
�' PENALTY -SIGN R7-W
150
it,A,E .JOINT AT
BACK OF GUTTER BACK OF WALK
EXP. JOINT
m
m
m JOINT
17
ALK SID>=w �_
FRONT OF WALK
BACK OF GUTTER
w w w w w A A w w w w -^^^
w w w w / v GLITTER Lp
2'-3" 1 4'-0' 1 2'-S"
SLOPE "A' 1211
PLAN VIEW—PARAUZ,, SLOPE B" 1/4"/FT
RAMP WITH PLANTING STRIP
WALK
JOINT
BACK OF GLITTER
NT OF WALK
PLANTING
STRP SIDEWALK,. CK OF GUTTER
�►• gAA
EXF'. JOINT Dp m wGUTTER LP
2'-31 4'-0' 1 2.-3"
DINIEI60•' eI 7•
LAN VIEW
• E!LANTKG STRIP
..LE RAMP j
ID
2'-W VALLEY GUTTER
N.T.S.
VT 91ADLS
3 RADEU3
61
5FAi`>;2AM 2'-0" CL EP AND GUTTER
- V8 RAC
r
ZbQ
1/8' RAMS (T MA 3
�b- Vr
1,i7AD
-� RADLIS
• I 2T R
PADKZ
IT
T.
1'-6 NEDIAN_CURB AND 2.0M
TO ESE U5ED N MMANS VW E N WeS ARE: SLOP® 2 -E7
FROM ISI.AD OR AS SPECFIED BY M1 E APPROPRIATE
CITY/COUNTY ENGINEERING 0E "r. ' - " YALLEY QLMR
L CONTRACTION JOINTS SHALL BE SPACED AT W-FOOT INTERVALS. FOR VALLEY GUTTER,
A 15-FOOT SPACING MAY BE USED WHEN A MACHYVE IS USED. JOINT SPACING MAY BE ALTmw
BY THE E>rIGINMK TO PREVENT LWONTROLLED CRACICNCL
2. CONTRACTION IONTS MAY BE NSTAL.EED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS,
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/? SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SFULLL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
PINTS SHALL MATCH LOCATIONS WITH JOINTS N ABUTTING SIDEWALK.
4. CONCRETE COMPRESSIVE STRB+IGT1i SHALL BE 3600 P.SJ, N 28 DAYS.
S. CURB SHALL BE DEPRESSED AT INTER%CTIONS TO PROVIDE FOR RJTLJRE ACCESSIBLE RAMPS.
6 TOP V OF SLIBGRADE BENEATH T1f CURB AND GUTTER SHALL BE COMPACTED TO ADO% STANDARD PROCTOR DENSITY.
CURB AND GUTTER
N,T.S.
TOTAL PARKING SPACES
PROVIDED
MMAMIIM �
OF ACCESSIBLE SPJ C 3
SPACES REOLARED
MINIMUM NUMBER OF
ACCESSIBLE SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
26 TO 50
2
1
51 TO 75
3
1
76 TO 100
4
1
101 TO 150
5
1
151 TO 200
5
1
2D1 TO 300
7
1
301 70 400
6
1
401 TO 300
9
2
501 TO 1000
2>j OF TOTAL
1 IN EVERY B
ACCESSIBLE SPACES
JODI AND OVER
20 PLUS 1 FOR
EACH 100 OER 1000
1 IN EVERY 8
ACCESSIBLE SPACES
SECTION 4.1.2 (5) OF THE ANERIC" NIH MSABMJTiES ACT NA).
SEE 4.1,2,(5) (d) FOR MEDICAL CARE RCIU IE9
1. ALL lrxlli ACCESSIBLE SIGNS (R7-6 3 117-1)
SHALL BE MOUNTED AT 7 FEET FROM GAME
M BOTIOM EDGE OF SIGN PACE MUTCDL
FINISHED GRADE MOUNTMR3 HEOIT CAN BE TO
5 FEEr IF PLACED IN AN AREA BETWEEN
SIDEWALK AND BUA.DNIG FACE IN WHICH
PEAE5TRW4S ARE NOT EXPECTED TO USE
2. REFER TO MANUAL ON WIFORM TRAFFIC CONTRIJL DEVICES, (MUTCO)
[ U.S. DEPARTMENT OF TRANSPORTATION AND NORM CAROLIUI
DEPARTMENT OF TRANSPORTATION SUPPLEIAENT,
3. IF ACCESSIBLE ROUTE IS A RAISm SIDEtEALK AREA THEN
RAMPS ARE REQUIRED AT LOADNC ZONE AREA
ACCESSIBLE PARKING
AND SIGNAGE STANDARDS
N.T.S.
—
SIGNAGE��® ® ® ® cACCESSIBLE SEE 140TE SR)OUTE
SEE STD. NO
50.09 FOR
DETAILS
ONE OUT OF EVERY EIGHT (B)ACCESSIBLE SPACES. BUT
NOT LESS THAN ONE. IS REDUIRED TD BE VAN ACCESSIBLE.
PARKING SPACE E&EMEN1 MARKINGS
o © o
ACCESSIBLE 2" 64 P K1�11 PARKING6
12'u18" MuTCD
RESERVED a1sAaLFA R7-8
PARKING ►A;SKNORR 12"xIAf
1097-e L.OAa1wa
ti'r1ll" ONLY '
REQlNREO ACCESSIBLE MAXIMUM R7-80
RESERVED PARKING SIGN PENALTY I2-x9•
# 250
EE
R7-�1r>,9•
1
n cc
� t[
n `�] r y_ ,n
O
m Cf
m co ct \6
Z -4. m N
y 0 0 m 0n
z o
co
�i�gy1 b b
N V Lk W rx, P-+
Iyyylllll li,/J//
coo "'kj�
/'1111
;:f)
•
�
t
1•�
0
b7D
cn
ct
cd
O
C
Qa
•
F�..L
A
Ca
vTt:I11, t'.... rl.,'Wlr'• 11 ' it��•S
'i I
r[

._ ._... .—_ - - 1 __ - l.i��..� .i .^ aL��_ -. _ _ _ 1�, y 13':i ;:;t,l•i_ _��:i3 2�.!i1.'
... _......
map � �]
Dv d
1" GENERAL NOTES:
12" MORTAR JOINTS 1/2' +/- 1/8„ THICK
FRAME, GRATE do HOOD
.� BACK OF CURB STD 20 02p CLASS "B" CONCRETE TO BE USED THROUGHOUT. 0 D
\ M X THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING.
DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. YARDS OF BRICK MASONRY. 0
3'-7" +ir 3/.,^ 2" ALL CATCH BASIN OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS
SECTION P-P L 1-4 P I ' r P Y Y 1'-2' ON CENTERS.
Lg g CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK.
JUMBO BRICK WILL BE PERMITTED.
B L �I j A nUTLET 1 FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-O' IN HEIGHT USE 12' WALL TO Q
\� W-0" FROM TOP OF WALL, AND 8' WALL FOR THE REMAINING W-W.
M ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH THE
I K+ILIN
INSIDE WALL GROUTEp AND BRUSHEp SMOOTH.
SECTION Q-B ��r i II2-}/8„ lk_4 • WEEP HOLE(S) SHALL BE PLACED IN BACK WALL. A STONE DRAIN CONSISTING OF 1 (ONE) CUBIC
in -�•1 i•+r-2-1/8" X FOOT OF NUMBER 78M STONE CONTAINED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT
I A A SECTION N -N SECTION M--.M 6'
SECTION -L WEEP HOLE.
PLAN SECTION X—X BRICK SHALL BE BONDED WITH FULL HEADERS EVERY 3 COURSES.
J
1p
PLAN = 8 8•
FRAME, GRATE, & HOOD ASSEMBLY iv •� '� STEP STEP
Iv! '
L
'of � to N E 4a
—� 8 A =
246
J L M 4, �6 OUTLET 4 G
-}� f
FRAME ELAN � '" � o "'
1 11/16" SLOT FOR �r w 3/4„ a . U m c» N
r3/4 1/27 BOLT SECTION Y-Y V I
• SECTION A -A .I� D ELEON f SECTION J-�t r '' ' ' ' .� � o o
WHERE 30" TO 36" PIPE IS USED i _
SECTION J-J a o v a o
GENERAL NOTES: I cr A
3-1/2"� f ----- -3'-d� �3-1/2" �B WHERE4 rA TO Se PIPE Is USED —M N p'+
EFFECTIVE OCTOBER 1, 1987. NO SECTION K-K
SUBSTITUTIONS WILL BE ALLOWED
1 1
FOR TYPE "r. 'r' AND "G" GRATES. R a,
'v �-{
} 4`3-3*
�i l— / 3' RAO. M M �illkf �',I
'�, 3/ 4 —+• I g O4 o Es•• O I f;
1' 1- 1 /23/47
"
-
R SECTION R-R PLAN -9
PLAN '�N
HOOD ELEVATION g . , '.p.,v
FRAM CAA AND C CATCF� "BASIN^ 12 THRU 54 _ PIPE
FOR USE 0 STANDARD CATCH 3ASMV N.T.S.
N.T.S.
Y
rAENERAL NOTES:
1 1/2" F CONC. PIPE ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 1'-2"
1 5/8 1 5/8 H I
ON CENTERS.
1 1/2" ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
E E T _ MORTAR JOINTS SHOULD BE BETWEEN 3/Ti' AND 5/87 THICK.
X X BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SUBJECT TO TRAFFIC.
CONC, JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE BLOCKS
MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK.
G G 10 PIPE FOR 8"-0" IN HEIGHT OR LESS USE 8" WALL OVER 8"-0 IN HEIGHT USE 12' WALL TO
I &4 — 6'-0' FROM TOP OF WALL AND 8 WALL FOR THE REMAINING 6'-0". OUANTmES TO BE
ADJUSTED ACCORDINGLY.
I FOR FRAME AND GRATE SEE DETAIL.
a Y ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK EVEN WITH THE
INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
I D - PLAN ALL SLABS SHALL BE FORMED.
WITH COPING REMOVED
F�-1'-4 1 /2"—+# 4.-1'-4 1/2" H 3• _G
17 5/87 1'-7 5/B PLAN OF FRAME - 3'-tr--� r•••"'�I
PLAN OF GRATING CAST IRON
e" T CAST IRON A B
1. 1. 8' e"
3'-3 3/4' 1/e" T CONC. `CONC. i r
1 -7 5/8" 1' 7 5/8 3'-2" 1/8" � PIPE (PIPE '1-1
�f 1" DEPRE5510 �� 3/4" 3/4 PAC• IPEI In(CODNCPIPE
2 1/g
SECTION G-G 2 1/g
SECTION E-E •~ +' .SECTION Y-Y
SECTION X-X Q
h--2'-3 1/4� DIMENSIONS AND QUANTITIES
uju
1 4/87
2'-3 3/4" 1 DIMENSIONS OF BOX do PIPE CONC, TOTAL BRICK MASONRY DEDUCTIONS
1/ PIPE SPAN WIDTH HEIGHT IN BASE PER FT.1 BRICK MIN. FOR ONE PIPE
1/8• 2'-Z B A B MIN. C.U. YDS HEIGHT COPING H C.M. R.C.
i 3/16' 2 3/4 3/4" 1 /8 12" 3'-(r 2'-0" 2'-8" 0.267 0.313 0.037 0.871 0,020 0.032
4 3'- 0.976 0034 0.447 W
SECTION H-H 4� 1 3'-� -1- - 0
.044 0.065
i I 24 3*-CrT-0" 4'-0I' 5.267 1 0.037 .289 OA78 0.113
2 1 /8" F• 2'-4 3/4� 2 1/�
2 -6" W
SECTION F-F MQK DP
&f INLE7 �I r
"" AME AND GRATE N.T.S. 4�
N.T.S. 1�
v) O
U
Nom,
1. STEPS DIFFERING IN DIMENSIONS,
1/2 CONFIGURATION, OR MATERIALS
FROM THOSE SHOWN MAY ALSO
• BE USED PROVIDED THE CONTRACTOR �
HAS FURNISHED DETAILS OF THE
5 b PROPOSED STEPS AND HAS RECEIVED
1^ WRITTEN APPROVAL FROM THE 1 i�
1 APPROPRIATE CITY/COUNTY
5 ENGINEERING DEPARTMENT. � � 7r •'.0 � �
1/4 1 2. ALL STEPS SHALL PROTRUDE _ •�
II 147 FROM INSIDE FACE OF STRUCTURE
12"
STt16-tJP TO BE Off -OFF 3c i- i PLAN
aEq+{j[ fr RUG WTAUA j PLAN g' POLYPROPYLENE 7/8"
5/ J SIDE VIEW �C 2 3/4
1 4 OAST IRON 1 d
M SIDE VIEW
I #3 DEFORMED 1 3/4„L CAST IRON
- ELEVATION srEEL Roo 1 14 1/2" N
�-=III• =j � �—� � �. , � I I— I I 1=k (I=� � I- .ELEVATION
„-
5 Ir
11/1ir T
8• owMl m ROOF Dk►►w POE To al+ t
MTM DMU-SM 35 PVC pff
-SECTION A -A
4. OUP, PVC Ile 1/4 10" aoo� 1" eo #8 BAJt s
8" PVC SD PFE yo4< 8 cyia
AS SHOWN ON PLM6i
` � 5/g' �o < A o0o REINFORCING
'oot o°o STEEL
u8' om0 2p°° °o°�� o
a o_ _ o o rn
• A PLAN SIDE VIEW W
SIDE VIEW «\ PLAN 12 REINFORCING STEEL NOT 'q
1/2 TO BE USED IN SANITARY H
COMPOSITE 1/ I" 1 1/2" 1/4" SEWER MANHOLES.
ELEVATION cm � o
1/4" REINFORCING STEEL NOT TO BE USED r1i a
1 /4 IN SANITARY SEWER MANHOLES. O0
ELEVATION � �
STORM DRAMV C1 V] ti U
N.T.S. TURF STEPS ° '°' m
�' "ti �lu
' z m
N.T.S.
U tt
z �
'•ei v
CIS 0
r ] A A cn a Lo
....... _ -
s ^,+7 ,

oo 20
/IJ
4'/16
i
FUTURE
POOL AREA
J
PROPOSM r BLOW OFF UTILITY NOTES
♦`PROPOSED 21D LF r PVC WM U LOCAU N OF WATER AND SANITARY SEWER LINES SHM.L K INSTALLED AND MAINTAINED
FROM TEE TO BLOW OFF �� }• ACC ORt�NG TO THE STANDARDS AND POLICES OF THE TOWN OF CARTHAGE.
` T OFF 130C - Y MN. COVER ♦ 2 ALL WATER AND SEWER LINES SI-IAL.L BE POLYVINYL CHLORIDE VVC) EXCEPT AS NOTED
ON PLAW
$ ♦ /i / / , ` , 3. UNLESS OTHERWISE NOTED ON THE PLANS, ALL WATER LINES SHALL BE INSTALLED AT A
MINIMUM DEPTH OF COVER OF 3.0 FEET. /� / ♦ 4 THE UTILITIES, AND THE LOCATIONS TMEOF, SHOWN ON THE DRAWINGS, REPRESENT THE
♦♦ ♦ DESKER'S UNDFRS'GIN7NG OF EXISTING UTLRES N " CONSTRUCTION AREA. THE
/ \ CONTRACTOR SHALL VERFY THE LOCATION, DEPTH, AND EXISTE NCE OF ALL UTLITES
ELECTRIC.& WATER, TELL3'F101+E, GAS, SMITHY SEINER, STORM DRAIN, ETC i WITHIN
♦ / ' /' / ♦♦ THE CONSTRUCTION AREA WITH THE OWNER AD/OR THE APPROPRIATE UTIITY COMPANY
♦ /� / / \ PRIOR TO �RNG ANY EXCAVATION OR CONSTRUCTION. CALL ULOCO (i•-$Oo-632•-4949)
48 HOURS PRIM TO DIGGING. THE OMISSION OR THE INCLUSION OF LMLI TY LOCATIONS
e �'G/ / / • / / ♦ ON THE KMIS LS NOT TO BE CONSIDERED AS THE OF, OR A DOWTE
/ / ♦ LOCATION OF E) STING U+DiRGROLIND UTLRES. ANY DAMAGE TO FXLSTNG UTLITES
SWILL BE REPAIRED AT TFIE CONTRACTOR'S EXPENSE.
$, / 1 ` 5. SERVICE TAPS (4 INCHES FOR WATER AND 4 INCHES FOR SANTARY SEWER) ARE REQUIRED
/ FOR ALL MADIN S N)ICATED ON THE MANS. THE CONTRACTOR SHALL COORDINATE
♦ THE EXACT LOCATION OF THE TAPS.
6. ALL PVC WATER PIPES SHALL BEAR THE NATIONAL SANITATION FOUNDATION (NISEI SEAL
oty �p / OF APPROVAL
,Q10 / / 7. NO MORE TWIN TWO (2) DRoPS To ANY ote SA' DwAEI%R MANHOLE.
r / / ' PROPOSED SMH--S \ L REVIEW AND APPROVAL OF THE PLANS DOES NOT RB EVE THE OWNER, CONTRACTOR, OR
DI / ' / STA 6+9t02 DEVELOPER FROM MEETING ALL TFE REQUREMENTS OF THE STANDARDS AND POLICIES OF
! / . STA
4t2.� ♦ THE TOWN OF CARTHAC� AND ANY OTHER LOCAL STATE, AND FEDERAL REGULATIONS
/ / ' AND APPROVALS.
9. ALL IMPROVEMENTS OR E7(TBNSIONLS OF PUBLIC MASTRUCTURE LNDM THE JL>�DICTTON
OF THE TOWN OF CARTHAGE SHALL BE N STRICT ACCORDANCE WITH THE ORDINANCES,
ri �' / / ♦� REGULATIONS, POLICIES, REQUREMHNTS, AND SPECFICATIONS OF THE TOWN OF CARTHAGE.
/ / \ 1IX CONSTRUCTION OF UTILITY LINES MAY NOT BECK UYIL ALL FEES ARE PAD, ALL PERMITS
/ ARE PRESENT' ON SITE AND NOTIFICATION OF CONSiRUCWN IS MADE TO THE APPLICABLE
/ PERMITTING AC84M WITH THEIR POLICES. o
/ tL GRAVITY SEWBR SH/LLL MEET ALL REQUIREMENTS OF NCDENR - GRAVITY SEINER mmNm 0
/ DE9IC2N GRETFRIA AS ADOPTED LEE. '1Z 1996 NCI.UDING MATERIAL, INSTALLATION AND w
co TESTING AND iNSPEC I10N REQUREME�+ITS� o
\ PROPOSED SMH-4 tZ. SANITARY SEWER LDS SHALL BE PERIODICALLY RUSH® TO PRL:YFM SOLD DEPOSITION i
STA 5+20A6 BOLD LIP PRIOR TO ADEQUATE ROW BEING CONTRBUTED TO THE SYSTEM.
RIM 409.60 T3. COINRCM WITH EXISTING AND PROPOSED URTIES:
Do
A. WATER MANS
PROPOSE) FIRE t U-14 0 VERTICAL CLEARANCE FOR SEWER .ADDER WATER.
Cd HYDRANT A55EMM Y ID- FEET HORIZONTAL SEPARATION FOR SEINER PARALLEL TO WATER.
✓ �j / / / ' ' \`. \ DL>CTI E RON PIPE, REQUIRED FOR SEWER AND WATER WHEN THESE � ARE
NOT MANTALNE[i.
p / J .af B. STORM DRAINS AND GAS MAINS
0 CIS R� SEWER LANCER STORM DRAIN/GAS LINE (AW SEWER .PIPE MATSUAL)
+ / 8r pVG / O \ \ ::;:;. o 2' CLEARANCE USE 10 FT. OF STONE BEDDING.
© © O p . , / V , • \ \\ � ��'•; ; ; :•. � 2' CLEARANCE USE 9 FT. DP
BACKFiL. TRENCH BETWEEN SEWER AND STORM DRAINS WITH STONE BEDDING WHEN
CO / / \ \ •\\ STAB SMH--3 CLEARANCE E LESS THAN 30' BETWEEN STORM DRAIN AND SEWER
/ J Y' J \\ RIM 396" i ' SEWER OVER STORM DRAINIGAS IN
RD NV f / \ ,f F SEWBR 15 PVC
G' F STORM DRANSEWER CLEARANCE 1r USE PVC
NV POC CO `Hai r J �`� \\ i� ��; ` F STORM DRAI`I/SEVIIER CLEARANCE Ir USE 9' DIP
' EL 4095 METER r� + / . \ �, \ • �.
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/ ,
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$1 G.V. SE OF TEE
RInJiY 6 t �• ,
EASEMENT MP.1 � ♦♦
CO / CO PROPOSED 21D LF $' PVC WM
FROM TEE TO BLOW OFF '::::: i'
f . , . d•. / ' i i ' 4' OFF BOC - 3' MR COVER
00
PROPOSED SN"
STA 1+3V6
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4' OFF BL' } ... Y AM COVER .'.. ..... :
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+ PROPOSED 8'X8'XS' TEEIre i ' EASEMENT iTYP.i
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:. PROPOSED SMI+-2
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r J 11 r r 1 +
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\`� `� \ `\ ♦♦ \ \ - '� ` :.':.•.. :....: r ! r rr lr 1 r( I'!S"F�•® FOR Kn IRE
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Co
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I►r1I+TI R LAYOUT FOR THE PROPOSED LOUCES 5 SUGIGESTTVE H
NATURE CONTRACTOR SHALL COORDINATE SERVKX LOCATIONS
AND METER CON90"TTONS WITH PLUMBNG PLANS FOR THE
BULDNGS AND WITH THE TOWN OF CARTHACE PUBLIC WORKS
DEPARTMOU.
NOTE
ALL CONSTRUG'IION OF WATER AND SEWER WES SHALL
BE N STRICT ACCORDANCE Wllli TFE STANDARDS AND
POLICES OF TFE TOWN OF CARTHAGE AND NCDE]-Mt.
CALL 1-800-W2-4040
I1T.0 ONL-CALL C 141
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U1500203A
Nani Songoo
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COVER FACE
COVER BACK
�Illllflllllllllll����lllilllJlllll�
COVER SECTION
ESTIMATED WEIGHT
VULCAN TYPE V-1383
LOAD RATING — HEAVY DUTY
FRAME 240 LBS.
COVER 145 LBS.
TOTAL 385 LBS.
SELECT MATERIAL
COMPACTED IN 6' LIFTS
SELECT MATERIAL
COMPACTED IN 3" LIFTS -
(2) TYPE ONE PICKSLOTS
(2) 1" VENT HOLES
1 /2':
FRAME FLAN
25-1/4"
23-1 /2"
SURFACE TO 1-1/4"
BE MACHINED
/811Coll
1 /2" i
21-1 /2"
25-1 /4"
34--1 /2f1
FRAME SECTION
LTI.UIR• w t ••
SHEETED OPEN /
TRENCH TRENCH
METALLIC TRACER TAPE FOR
/- NON-METALLJC PIPE INSTALLATION
NOTE
UNDISTURBED EARTH OR ROCK BELL HOLES NOT SHOWN
nogi-k-L It 1 Il.-NO NG
N.T.S.
MANHOLE RING as COVER
24" 3 COURSES OF
BRICK MAX.
7" MIN.
a 0
m �
c
JOINT- --r
MANHOLE STEP cn
c
STRAIGHT WALL OF M.H.
TO BE LOCATED OVER
INFLUENT PIPE
V—G* OR 5•—O" N
PROVIDE FLEXIBLE BOOT
PER ASTM A443
�V6i
m
O
°
5" MIN.
1
='A
10
PLACE ON UNDISTURBED EARTH
OR COMPACTED FILL MATERIAL
CONCRETE
SUPPORT COLLAR
PRECAST MANHOLE
4' AND 5' DIAMETER
N.T.S.
NOTE:
STUB -UP INSTALLED BY UTILITY CONTRACTOR TO ALLOW LOCATION OF LATERAL BY PLUMBER
STUB -UP TO BE CUT-OFF & CLEAN -OUT PLUG INSTALLED FLUSH WITH GRADE AFTER LANDSCAPING
5' MIN.
SAN. SWR. LATERAL PIPE TO BE
ASTM D3034-SDR 35 PVC PIPE
Fr--`: - CAP
OPTIONAL SANITARY TEE -
(BY PLUMBING CONTRACTOR)
4" OR 6" SAN. SWR.
AS SHOWN ON PLANS
4" OR 6" WYE --\
NOTE:
MINIMUM SLOPE:
STD. WYE AT MAIN 2% FOR 4" LAT.
1 % FOR 6" LAT.
1/8" BEND
— -CAP
BUILDING
-1/4"
NOTES:
1. MANHOLE TO CONFORM WITH ASTM C478--72
EXCEPT AS MODIFIED BELOW.
2. MANHOLE BASE TO BE REINFORCED WITH A
MINIMUM AREA OF 0.20 SO- IN. PER LINEAR
FOOT EACH WAY AND BENT UP AT WALLS 10"
AND SPLICED TO WALL REINFORCING. WALL
REINFORCING TO BA A MINIMUM OF 0.12
SO. IN. PER LINEAR FOOT. BOTH TONGUE AND
GROOVE OF JOINTS SHALL HAVE REINFORCING
EQUAL IN AREA TO MINIMUM OF WALL SECTION.
3. ALL JOINTS SHALL CONFORM WITH ASTM C443-63
4. STEPS TO BE PLASTIC.
5. ALL PIPE OPENINGS TO BE NO GREATER THAN
3" LARGER THAN O.D. OF PIPE AND ADDITION-
ALLY REINFORCED WITH A MINIMUM OF 0.20
SO. IN. OF STEEL AT 90 DEGREES. PIPE TO
BE CENTERED IN OPENINGS AND SUPPORTED
WITH A CONCRETE COLLAR 12" GREATED THAN O.D.
OF PIPE FOR ONE FOOT FROM THE WALL.
CONCRETE SHALL BE FORCED FROM THE OUTSIDE
TO BECOME AN INTREGAL PART OF THE MANHOLE
INVERT OR TO A POINT FLUSH WITH INSIDE WALL.
6. ALL SURFACES SHALL. BE SMOOTH EVEN TEXTURED
WITH A MINIMUM OF HONEYCOMB, FINS AND
OTHER INPERFECTIONS
7. LIFTING HOLES SHALL BE PLUGGED FROM OUTSIDE
PRIOR TO BACKnLLING
B. INVERTS IN .5' DIAMETER MANHOLES TO BE 3600 PSI
READY MIX CONCRETE IN LIEU OF BRICK
9. STEPS IN 5' DIAMETER MANHOLES TO BE OVER
WIDEST SHELF.
10_ ALL MASONRY MORTAR SHALL BE PORTLAND
CEMENT 1 : 3 MIX.
11. CARE MUST BE TAKEN TO FORM A SMOOTH
FINISHED TROUGH FROM ENTRANCE PIPES TO
EXIT PIPE, AND IN CURVED MANHOLES THE
TROUGH MUST BE A SMOOTH CIRCULAR ARC
TANGENT TO THE INSIDE WALLS OF THE PIPES
AT THEIR ENDS.
12, RAMSET MASONRY TIES EVERY 12 INCHES.
13. PROTECTIVE WALL FOR OUTSIDE DROP SHALL
BE A MINIMUM OF 4" MASONRY, AN B" WALL
MAY BE REQUIRED UNDER SOME CONDITIONS.
14_ THE SLOPE OF THE OUTSIDE DROP TROUGH
SHALL BE 1 /4" PER FOOT.
15. DROP STRUCTURE MAY BE FORMED AND
POURED OF 3600 PSI CONCRETE IN LIEU OF
MASONRY.
16. FOOTING FOR DROP MAY BE POURED AS PART
OF THE MANHOLE BASE SLAB OR FIELD POURED
AND TIED TO MANHOLE BASE WITH THREE
EQUALLY SPACED #6 REBARS DOWELED INTO
MANHOLE BASE 2" FROM TOP OF SLAB.
GROUT INTO 8" DEEP HOLES WITH EXPANSION
GROUT.
17. OUTSIDE DROP SHALL NOT ENTER MANHOLE IN
CONE SECTION.
18, JOINTS TO BE THOROUGHLY SEALED WITH
SEALANT TAR PUTTY TO PREVENT INFILTRATION.
NOTE:
ALL MANHOLES OVER 16' TOTAL DEPTH
SHALL HAVE OSHA APPROVED STAINLESS
STEEL LADDER IN LIEU OF MANHOLE STEPS
MANHOLE RING & COVER
3 COURSES OF
24" BRICK MAX.
7" MEN,
p 9' JOINT DIP (MIN) OR DIP
� RyF TO UNDISTURBED GROUND
tO C-900 PVC
PLASTIC PIPE
JOINT —�
MANHOLE STEP N
w
STRAIGHT WALL OF M.H. TO a
BE LOCATED OVER INFLUENT
PIPE OR OVER WIDEST SHELF
VOID TO BE 1�
MASONRY FILLED 7i-
4'-0' OR 5--0" F
w l'f
5" MIN. in
I�
>0 �
3 — #6 REBARS
POUR 3'x 3' CONCRETE
FOOTING, b"THICK TO
SUPPORTDROP IN STRUCTURE
PRECAST MANHOLE --_1N/ 0MUDE DROP
4' AND 5' DIAMETER
N.T.S.
COPOLYMER POLYPROPYLENE PLASTIC
1/2" GRADE 60 STEEL REINFORCEMENT
NOTE:
THIS STEP TO BE DRIVEN I
TAPERED HOLES IN PRECA!
MANHOLE SECTIONS. DO NC
USE AS A GROUTED —IN STET.
SECTION A -A
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CONCRETE THRUST BLOCK
UNDISTURBED EARTH
f -
)NCRETE THRUST BLOCK
4" 0 & p I a
LARGER
it DO �0
BEND 1 UNDISTURBED EARTH
PLAN ELEVATION
TYPICAL THRUST BLOCK FOR BENDS
N.T.S.
9/2
L/2
IIII 111=III=III 1f I
UNDISTURBED EARTH
¢' .: �: 4•' ' j'
CONCRETE THRUST BLOCK
pA
CONCRETE THRUST BLOCK
, �.• . 4 4 r
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7.
. S A• .Aa
4$0
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LARGER LARGER I
I E
TEE
UNDISTURBED EARTH
PLAN
ELEVATION
TYPICAL THRUST BLOCK FOR TEES
N.T.S.
22-1/2- OR
45' BEND
EXISTING OR FINISHED GRADE
=1 I J =-I ! =i L ..l 11=1 11=1 11=1 I IT=F1 =iTrl -1 i1-Ti=1�
�' _I 11—T='l I i—I 1 i— 11=MII= l=1 I I —I 11=1 I MITI=1 I'
�'=T_Iil�-TI=1I =III=1 'IIr�IIIiIj T. � III E
LATERAL PIPE WITH LESS THAN 3' COVER MUST BE DIP
USE AIRTIGHT CONNECTOR FOR TRANSITION
'-,--6" PVC LATERAL (ASTM D3034-SDR35)
/ 1 /8" PER FOOT MINIMUM
INVERT TO MATCH CROWN OF 8" PVC
VARIES WITH SLOPE
8" x 6" TEE
NOTES:
1. IF TEE IS DUCTILE IRON, BEND MUST BE DUCTILE IRON.
2. IF TEE IS PVC, BEND AND LATERAL PIPE MUST BE PVC.
3. TEE AND BEND TO BE FULLY ENCASED IN #67 CRUSHED STONE.
6w WATER LATE E
N.T.S.
12" MIN.
5/8" 0 THREADED ROD
I t 1 1 1 1 (GALVANIZED OR
BITUMINOUS COATED)
rf-
1.1 a LARGER ` .::.::..• '•.•-• 2" PLUG TO
_ -'�_ _' ` ' ' `• _ ' STANDARD BLOW -OFF
LL
1 i1 I I 1 CONCRETE THRUST BLOCK
UNDISTURBED EARTH
SIZE
1
11 1 4' BEND
22 1/2' BEND
45' BEND
90' BEND
TEE
PLUG
4"
1 A
6"
8"
9"
12"
6"
6"
181
6"
12"
16"
22"
6"
6"
6"
1 A
1 9"
9"
15"
18"
16"
15"
B
1 9"
18"
21"
32"
26"
29"
8"
1 A
1 12"
12"
18"
24"
21"
21"
B
1 12"
24"
31"
43"
34"
37"
10"
A
1 15"
18"
21"
30"
24"
27"
B
15"
24"
42"
54"
47"
45"
12"
A
15"
18"
27"
36"
30"
1 30"
B
22"
35"
46"
64"
54"
58"
14"
A
15"
21"
30"
42"
36"
36"
B
29"
41"
57"
75"
62"
66"
16"
A
18"
24"
32"
48'
42"
42"
B
32"
47"
69"
86"
69"
74'
18"
A
21"
27"
40"
54"
48"
1 48"
B
34"
53"
70"
96"
77"
82"
20"
A
24"
30"
48"
60"
54'r
54"
B
37"
59"
60"
107"
84"
90"
24"
A
27"
36"
54"
72"
60"
60"
B
1 47"
71"
92'
127"
108"
116"
SLIP JOINT P G w/ 2"TAP
6" OR 8 ,HATER MAIN
wil,.kL �—T IrII
NOTES:
1•. CARE SHALL BE TAKEN WHEN POURING THRUST BLOCKS
TO KEEP THE FITTING BOLTS FREE FROM CONCRETE.
2. THRUST BLOCK DESIGN BASED ON SOIL COMPRESSIVE
STRENGTH OF 2000 P.S.F.
3. DIMENSIONS MAY BE FIELD ADJUSTED BY THE ENGINEER
TO SUIT VARYING SOIL CONDITIONS.
THRUST BLOCKS — DIMENSIONS W + 'B'
in
—I
I CONCRETE BLOCKING DIMENSIONS:
LxWxD=(4-I•WIDTH OF DiTCH)x16"x16"
(:+
1ITI OR AS DIRECTED BY THE ENGINEER
i
;
JIV
.4•
V .
2" GALV.
PIPE 2" ELBOW
�.
• 4
2" GATE VALVE
•�
lIL III
I lir=liI�
III
III
I�
N
1$"
24"
PLAN
18"x18"x6" CONC. PAD
TL
1- I MI I Ir-I 11=11 I--'
•
11I— I1=IIHII
I�=11 I -111-1
1 l=1
TOP SECTION
VALVE BOX
STANDARD
WATER VALVE
BOX
2" PVC
2" GALV. PIPE
6" OR fiY WATER MAIN
2,. G.V. 2" ELBOW
4•
ELEVATION
2w VALVE WITH BLOW -OFF
N.T.S.
SHEETED OPEN /
TRENCH TRENCH
METALLIC TRACER TAPE FOR
% NON-METAL.UC PIPE INSTALLATION
SELECT MATERIAL
COMPACTED IN 6" LIFTS
SELECT MATERIAL
COMPACTED IN 3' LIFTS.
NOTE:
UNDISTURBED EARTH OR ROCK BELL HOLES NOT SHOWN
STANDARD EXCAVATION
TYPICAL TRENCHING
N.T.S.
FINISHED GRADE WORD "WATER" OR 'SEWER", AS APPLICABLE, CAST IN TOP
STD. BROOKS PRODUCTS
CONCRETE COLLAR FOR
- VALVE PDXES ,
a
La
a ADJUSTIBLE CAST
u IRON VALVE BOX
x
m
CONCRETE OR WOOD BLOCKING
(OR APPROVED VALVE BOX)
OMPACTED BACKFILL
GATE
VALVE
WATER OR SEWER
MAIN
•I:r,a t•'' y." CONCRETE SUPPORT PAD
(REQUIRED ON GATE VALVES
10" OR LARGER ONLY)
NOTES:
1. GATE VALVE SHALL BE AWWA APPROVED.
2. GATE VALVE SHALL BE LEFT HAND OPEN.
TYP. VERTICAL
GATE VALVE TALL.Al14N
CITY OF CHARLOTTE (STD.)
FIRE HYDRANT
A.W.WA. APPROVED
a
M
N.T.S.
2'•--6" MINIMUM
r- PUMPER NOZZLE TO FACE ROAD
FINISHED GRADE
-COMPACTED EARTH 9ACKFILL
JSTIBLE CAST IRON VALVE BOX
III- — ALL ENDS TO BE MECHANICAL
UNDISTURBED EARTH JOINTS UNLESS OTHERWISE NOTED
NOTE: GATE VALVE SHALL BE LEFT HAND OPEN.
TYPICAL OCK TYPE im-f-mu"Emi'ALLATION
N.T.S.
BRASS NIPPLE
3/4 K s (TYPICAL)
\\ �- - - BRASS PLUG
O / TAPS MADE ON PVC SHALL BE
MADE BY USING A TAPPING SADDLE TAPS MADE ON DUCTILE IRON
)111
CAN BE DIRECT OR WITH
Tl
A TAPPINGG SAD 5ADDLE.
8" WATER MAIN
— 1 \ BRASS NIPPLE
x 3"
(TYPICAL)
I�—NSTAALLED IN
A VALVE BOX ER%qCE LINE
COPPER TYPE K
URB ST CORPORATION
SIZE "3" COCK
MAL ERABLE T BRASS TEE (TYPICAL) --f
— —^-1 BRASS NIPPY (MA)lEABLE}
�� t BRASS TEE (MALLEABLE)TY
3/4' X'3' if'.1 '" (TYPICAL)
rho \\
1/4 TURN FULL PORT VARIES
BRONZE BALL SHUT-OFF
VALVE #1
SEE NOTE #3
TEST COCK #I•
SEE NOTE #4
DOUBLE -LEAF STEEL HAII
(HINGED & LOCKABLE)
REDUCED PRESSURE
PRINCIPLE ASSEMBLY
CHECK CHECK
VALVE #1-1 {-VALVE #2
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SEE NOTE #3
TYPE K OR L COPPER TUBING
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MH STEPS
15" O.C.
PLAN VIEW C. � DRAIN TO
CATCH BASIN
NOTES:
1. INDOOR INSTALLATION SHALL ONLY BE PERMITTED IN CASES
WHERE ADEQUATE SPACE FOR THE BACKFLOW PREVENTION
ASSEMBLY IS NOT AVAILABLE OUTSIDE. CMU WILL REVIEW
ON A CASE BY CASE BASIS.
2. REDUCED PRESSURE ASSEMBLIES (RP) MUST CONFORM TO CMU
SPECIFICATIONS. REFER TO CMU APPROVED UST OF RP'S
3. CMU APPROVED RP INCLUDES SHUT-OFF VALVES
#1 AND #2 AS PART OF THE ASSEMBLY. NO SUBSTITUTIONS
SHALL BE PERMITTED.
4. TEST COCK #1 SHALL BE UPSTREAM OF SHUT-OFF VALVE #1
AND IS PART OF THE APPROVED ASSEMBLY.
5. ASSEMBLIES SHALL BE INSTALLED UPRIGHT AND IN THE
HORIZONTAL POSITION, UNLESS OTHERWISE APPROVED.
6. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CMU
STANDARDS & SPECIFICATIONS.
7. SUPPORT FOR ASSEMBLY SHALL BE DESIGNED BY OWNER AS
REQUIRED.
8. AN AIR GAP DRAIN G RECOMMENDED TO REDUCE SPLASHING
OF MINOR DISCHARGES FROM THE REUEF VALVE DRAIN PORT.
9. ALL LOCATIONS FOR BPA'S REQUIRE CMU APPROVAL.
10. NO TAPS, BRANCHES, FH'S OR OTHER ACCESSORIES ARE
PERMITTED ON THE PIPING BETWEEN THE SPA & METER.
SACKFLOW PREVE"ON
-FEEXXMD PRESSURE PRINCIPLE ASSEMBLY 3/4' — T
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DEVELOPER
CONTACT
CIVIL
ENGINEER
-LAND
SURVEYOR
LITTLE RIVER FARM GOLF CLUB
PHASE 2 CONDOMINIUMS AND CLUB POOL
LITTLE RIVER FARM PROPERTIES
500 LITTLE RIVER ROAD
CARTHAGE, NC 28327
910-949-4600
RICH SMITH
LANDDESIGN, INC
38 GARFIELD STREET SUITE C
ASH EVI LLE, NC. 28803
828.281.1447
LANDDESIGN SURVEYING INC.
DAVI-D BOYLES
223 N. GRAHAM STREET
CHARLOTTE, NC 28202
704.337.8328
GENERAL NOTES;
(APPLICABLE TO ALL SHEETS)
I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES REQUIREMENTS.
2. NO PORTION OF THE PROJECT LIES WITHIN THE 100-YEAR FLOOD PLAIN.
3. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONLXIAENTATION AND
PRIMARY CONTROL.. ANY SUCH POINTS WHICH THE CONTRACTOR BELIEVES WILL
BE DESTROYED SHALL NAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION. ANY MOINUMENTATION DESTROYED BY THE
CONTRACTOR SHALL BE REESTABLISHED AT HIS EXPENSE.
4. IT SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR TO, A.) PREVENT ANY
DAMAGE TO PRIVATE PROPERTY AND PROPERTY OWNER'S POLES, FENCES,
SHRUBS. ETC. BJ PROTECT ALL UNDERGROUND UTILITIES. C.) NOTIFY ALL UTILITY
COMPANIES AND FE..D VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL
UTILITIES PRIOR TO START OF CONSTRUCTION. NOTIFY OWNER OF ANY POTENTIAL
CONFLICTS WHICH MAY EXIST BETWEEN THE EXISTING UTILITIES AND
CONSTRUCTION PLANS.
CARTHAGE MOORS COUNTY
SHEET INDEX:
SUBMITTAL
C1 Cover Sheet 12/21/04
W1 Watershed Development Plan 12/21/04
SO Overall Site Plan 12/21/04
S1 Site Plan 12/21/04
S2 Grading and Erosion Control Plan 12/21/04
S3
Storm Water Management Plan
12/21/04
S4
Utility Plan
12/21/04
D1
Misc Details
12/21/04
D2
D3
Erosion Control Details _
Erosion Control Details
12/21/04
12/21/04
D4
Utility Details
12/21/04
_
D5
Utility Details
_
12/21/04
-,
L-1.0
.-
Site Hardscape Plan
.__
12/21/04
L-2.0
Required Landscape & Preliminary Lightinq Plan
12/21/04
L-3.0
Plant Schedule & Notes
12/21/04
L-4.0
Planting Details
12/21/04
A2.1
Building Front Elevation
12/21/04
_
A2.2
_
Building Elevations
12/21/04
5. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE TI-E
RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE NCDOT
STANDARD SPECIFICATIONS AND DRAWINGS. TRAFFIC FLOW AND ACCESS SHALL
BE MAINTAINED DURING ALL PHASES OF THE CONSTRUCTION. THE CONTRACTOR
IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK ON
PROJECT.
6. CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL TINES DURING CONSTRUCTION.
POKING OF WATER IN STREETS. DRIVES, TRUCK COURTS, TRENCI-ES. ETC. WILL
NOT BE ALLOWED.
7. ANY DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR EXISTNG
IMPROVEMENTS SHALL BE RESTORED BY THE CONTRACTOR TO AT LEAST TI-E
SAME CONDITION THAT THE REAL PROPERTY OR EXISTING IMPROVEMENTS WERE
IN PRIOR TO THE DAMAGES. THIS RESTORATION SHALL BE SUBJECT TO THE
OWNER'S APPROVAL, MOREOVER, THIS RESTORATION SHALL NOT M A BA51S
FOR ADDITIONAL COMPENSATION TO THE CONTRACTOR. RESTORATION SHALL
INCLUDE, BUT NOT BE LIMITED TO, REGRASSING, REVEGETATION, REPLACING
FENCES, REPLACING TREES, ETC,
8. V0432E PRESEM, CONTRACTOR SHALL MAINTAIN EXISTING SANITARY SEWER AND
WATER SERVICE AT ALL TIMES DURING CONSTRUCTION.
BEFORE YOU DIG
CALL 1-800-632-4949
NC; OVIE CALL CFJVM?
ITS THE LA"
W0504 79.416670 W
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LOCATION MAP
9. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH UTILITY COMPANIES AND
ADJ JSTMENT OF EXISTING SANITARY SEWER CLEANOUTS, WATER METERS AND
ANY OTHER APPURTENANCES TO NEW GRADE AS REQUIRED.
10. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE LOCAL,
STATE AND FEDERAL STORM WATER POLLUTION PREVENTION LAWS AND
ORDINANCES.
11. PAVEMENT REMOVAL AND REPAIR SHALL CONFORM TO NCDOT REQUIREMENTS. ALL SAWCUTS
SHALL BE FULL DEPTH CUTS. CONTRACTOR SHALL MAKE EFFORTS TO PROTECT CONCRETE
EDGES, ANY LARGE SPALLED 012 BROKEN EDGES SHALL BE REMOVED BY SAWCUTTING
PAVEMENT PRIOR TO REPLACEMENT.
IZ CONTRACTOR SHALL MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL MEASURES
DURING CONSTRUCTION AND TNROUGHIOUT PROJECT CLOSE OUT.
13. OW ER SI4ALL MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES AFTER
PROJECT CLOSE OUT.
14. ALL DISTURBED AREAS ARE TO BE STABILIZED AND SEEDED WITHIN 5 DAYS OF
DISTURBANCE UNLESS OTHERWISE NOTED.
15. TOTAL DISTURBED AREA, 3.25 ACRES
16. TAX PARCEL: PIN 857503247345, PIN 857503139175
17. PRESENT ZONING, PUD C'LI
18. ALL PAVEMENT MARKINGS SHALL CONFORM TO N.C.D.O.T. STANDARDS
19. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,600 PSL
20. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS FOR
STAKEOUT AND CONSTRUCTION.
21. UTILITIES, PUBLIC WATER AND SEWER.
22. TRASH SERVICE SHALL BE PUBLIC. EXISTING DUMPSTER LOCATED AT THE EXISTING
CLUB40USE AND EXISTING PARKING AREA TO REMAIN AND MAINTAINED BY LITTLE
RIVER GOLF CLUB.
23. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO
VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED
FROM ALL REGULATORY AUTHORITIES.
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WATERSHED DEVELOPMENT NOTES
r^'\j^y{•J a€'{,Li• j r S' -L'Y. •[ '\ 1.
\ t' 1. DEVELOPER: LITTLE RIVER GOLF NC. rt Y,.�t� i
"*r; ;t .' , t• s _a';•' +�► *i Ra r�s: �r�� 1 �. \ /, ! , Soo Ln LE RIM FARMS BOIA,EVARD
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, - I, 1 .'il. % ,c , `y..,• r� Rr . .r 't , / . � \- CARTHAGE, NORTH CAROL NA 28327
x I 1! .�w �ia�l a }r+ l f;' tL1, �y�1 "" y ' �,^.ti� s`i��', :' , � t , -'Q k"'\' I T1. I � ) � 49" 9
r'.{•c,,4 }y,,�x"F'II.� � ' � I 1- ` ,rs?f ;- .,. r, r'\ \ i} 1 �I ;1 2 WETLANDS PROVD® BY hIOBBS, UPCHEJRCH & ASSOQATfS, P.A.
�' 'k- rtf4 Ia f' 711, at`iL. id ':':z ' \ 1a 1
t-`{ { r r I r w f i /r j r �i Y I -. a i\ `� ` ° 3. FLOODWAY SCAI.IFD FROM FEMA FIRM MAPS FOR AREA.
J J 3.r•r r if r, s
,:i��"�`'i,''';<'�' *?? et •a�'; ``Yi \ ,.� \ r =� 4, Fl.00DWAY AND WETLANDS TO BE ff1.D VERF® PRIOR TO FNAL DE51[I AID CONSTRUCTION.
ti Flt y V-', L,t.L .�. E'i�r•p+..S'�r,i`. \��'k+�J' EIF�i[ / - i \ `\\ y',
. •ep, 5s ; t:,,`a ,,, �. ,r I \ I': 5. SEWAGE DISPOSAL SHALL BE BY PUBLIC SEINEIR.
,. ? .. ,�!' (, L, ' yr.+ ►„1f� � "f, � .. X'"; mil- ,, - #.1 ,` "" k'- : ,, 4\t•,\ ` .',�. r '� [i. TYPE OF ROADWAYS: CURB AND GUTTER
TV � r �l-""'' , ri a `Yt . ���'1 ' .' � , �: 7. SLOPE 2 - 1p96
\ I
L�" �. y
r' }�,rr`d4' r;e j� :i •'r+ ti �, �� N �j , �r� ! 1 8. TYPES:
�rt'�;r� `• '' '��',� *� # `��:.. t' �'' ; /.. Dab LOAM S 2 T 6
*t . A' �,c r. , ' , ' 1, DOTHAN Y AID, O PERCENT SLOPES
'� :. Z .. rr r''- f- v ' �J..+ ,; .P: � � t '. z�x ' rl I 'i T } V. faB FUQUAY LOAMY SAND, 0 TO b PERCENT SCOFFS
• ';' i'>" z'' 'T 6 /, /f �',r/�; r f , S \ \� r M& MAYODAN FHE SANDY LOAM, Z TO 8 PERCH�[f SLOPES
y f=! i�� - / I ' % 1 l , 1 M MAYODAN FNE SANDY LOAM, 15 TO 25 PERCENT' SLOPES
9'& vim';; Z ---*"',ai5 '{ 7 t� / / ,/lr , { `' Vc8 VAUCLUSE CRAVH.Y SANDY LOAM, 2 TO 8 PERCENT SLOPES
' _ �.�= �'%-k ' f. ``fi t ` 1?�' ' _' ` / / % ';',1 \ , i t % 9 TFf GOVERNMENT OFFICE HAVNG FOR WATERSHB] PROTECTION AID? THFR
. '�,�."'t � :. � # ` ;� _ . ',. +`_'/ t . ''', ASSIGNS WLL HAVE RIGFfT OF ACCESS TO '11-E PROPERTY FOR COMPLIANCE WITH
' ; - - .. _ ! , i..o-''...I. f ?,- :?'I .�� � WATERSI-m DEVELOPHIFNT PLAN.
r _ `I % / i:' • ` :��.i j r /, ;' /-' Y -� ` ` a' "' :� 10. PROPERTY IS LOCATED N TOWN OF CARTHAGE WS ■ WATERSHED AND A RICH QUALRY
r ;;� Vi / - �- , 1 t I,, ' ( I ' f WATERS EI-iQW) WATERSHED AS DffLED BY NCDEIrR.
""-!,�'\` \i\; \+ 1 f r "*� "r" ri SrrE WLL DEVB.OPID AS A LOW DBV57iY DEVELOPMENT WITH LESS THAN 1296 wlPBtvIOUS
i \\ ' 1` \ ' }, Ili 1'.i , ; „:.=" AREA EXISTNG ANDlOR PROPOSED.
L:.
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,4, '. ;,fir �/ 10.74 ACRES 12 A 30 FOOT VEGETAT® BUFF R SHALL BE MANTANED ALONG ALL PEREI+NIAL STREAMS
Y, \ >AID WE1IAI�DS. (WATERS of THE USa
r / - ` = �`'� �� \ \' "'' ' \I 13. ALL lll►DEVB.OPED PROPERTY (1NETLAI+DS &GOLF COURSE) SHALL BE DEEDED AS COMMON OPEN
. 'ice' � '� . - '� rr- �,-�+.-jy , // • �\ ' �'� 1 )" �� I S�y; 5 i a \, ` T ) SPACE FOR TI-E PROPOSED DEVELOPMENT. THE COMMON OPEN SPACE SHALL REM AN
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`? LA�DEVfLOPED N PEIRPETUTY.
r.' * - - '\ `I 1-f 41 y r' .`•- ► : ""` t\ ''!;, Alr Zi1F 141-i �:;r f :- ` � -114. UNIM OTMA%E NOTED ALL SNQi--FAMLY LOTS SHALL BE UMTS) TO S000 SF OF
r r' i,1� w �'-, -�-.' 1 �' -A , I i rr er'% /,1 y/ 1 Ir, ,'I BUILT UPON AREA.
1
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:\:... �:,:;'► �- r t ,''ra . ;, / n �, ,\ _ WATERSHED RENEW COMMITTEE ENDORSEMENT BLOCK.
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t / _ ; � � `_ . a / , tom. j'; -, I' f Ewa 1 a / L' ./'' � / • t• ,t • . sir THIS WATHtSHl37 DEVEk,OPEMBVT PLAN IS APPROVE) BY Tif
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POD A UREA N71CA'ii01 TO BE PARTIALLY T]EVH.OPT3) WITH Q1RB AND [7UTTBR AND r I 1 r: /� `/ l ;/ X. ri; ! 1 \� ' i �.
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STORMWAT9t SYSiLMS► Tif RESi]B TNL AiIFA OF POD A WILL NOT 1�5E `. �, .-, I / f (� .. ,�, ,r I / •/ - ' . \ \ � /. -
CURB AND QRTK TAUT WLL unm SFW-'FL.OW, ROAD�i7E DITW3, AM Q�.VEIM Lk - `- / , r4. r
AREA TO BE PROTECTED WIT14 BEST PRACTICES PER NCDM - '' � / / ; % \li
STORMWATBR BEST MANAGE�€ENT PRACTICES DESTCN MMII)AL TO ALLOMI FOR 8596 TSS ' ;� � �' J f . � } f I , � ,� ` --) _-
RM OVAL OF STORMWATER RU4OFF N ARMS WT'T1`T CM Ai�D Q1TTiii.
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DEVELOPMENT SUMMARY
POD A GOLF CLUBHOWE / LODGING / C,V" / 39 LOTS
AREA - 37.60 ACRES
B.U.A. - 13.28 ACRES
POD T�iG B EXIS GOIF
aMMSE / FRO SFIOP / PRKINc A
AREA - 4.98 ACRES
B.U.A. •- 373 ACRES (75% B.UA ASSUMED)
POD C E=TM WGLE FAMLY LOTS (40)
AREA - 2253 ACRES
s
BMA.774 ACRES
POD @ RntRE GOLF GE GOTTA LOTS
(30)
AREA - 895 ACRES
r
B.U.A. 478 ACRES
KO @ R)TME GOLF COTTAGE LO
TS
tab}
u AREA s 18.1y ACRES
BMA - 5.35 ACRES
POD @ RM RE GOLF COTTAGE LOT
S '19
470 AC
RES
ORES
B.U.A. - 162 ACRES
POD @ F TURF GM COTTAGE LOTS (24
AREA - 4.13 ACRES
B:UA. 253 ACRES
POD @
SNGLE F Y RT1iJRE AMI, (7 TdWN-14MES
� / M
AREA - 27.72 ACRES
U B. A. s 6.11 ACRES
WI�IOMES 4 0
POD RiFURE TO
If
AREA - 3J% ACRES
B UA. - 227 ACRES
POD @ WTIXE %CM FAMLY LOTS i4
AREA 124 7 ACRES
B.0 A. - 2.21 ACRES
TOTAL Si It ACREAGE = 11 I ACRES
LOW DENSITY OPTM - 12% B.U.A. MAX. (72 % ACRES)
OVERALL BMA - 1002 % (60.62 ACRES)
NOTE:
BOLT UPON ACREAGES ARE APPROXIMATED FOR FUTURE LAND USE. LAND OWNER
SHALL BE AWARE THAT ANY IMPROVEMENTS RESULTING N GREATER THAN
12% IMPERVIOUS AREA SHALL REQUIRE QED STRUCTURAL CONTROLS
TO MANAGE STORMWATER RUNOFF AS REQUIRED BY MINIMUM STANDARDS SET
FORTH N NCDE R - STORMWATEP. BEST MANAGEMEN'r PRACTICES MANUAL
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PARKING AND PAVING NOTES:
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EXISTING CONDOMINIUM
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I. ALL SIGNS. PAVEMENT MARKINGS AND OTHER
TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,
1988 EDITION AS AMENDED AND TOWN OF CA12THAGE
STANDARDS.
2. ALL PAVEMENT MARKINGS SHALL BE FOUR (4)
INCHES UNLESS INDICATED OTHERWISE ON THE
DRAWINGS,
3. CONTRACTOR SI-'iALL F-LRNIS14 AND INSTALL ALL
PAVEMENT MARKINGS AS SHOWN ON THE PLANS.
4. CONTRACTOR SHALL COORDINATE INSTALLATION
OF ALL SIGNS, PAVEMENT MARKINGS AND OTHER
TRAFFIC CONTROL DEVICES WITH OTHER
CONTRACTORS ON THE SITE.
5. .CONTRACTOR SHALL SAWCUT TO PROVIDE
SMOOTH TRANSITIONS AT TIE-INS TO EXISTING EDGE
OF PAVEMENT AND CURBS WHERE APPLICABLE AND
SHALL INSURE POSITIVE DRAINAGE.
6. ALL CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3,600 PSI.
7. JOINTS 012 SCORE MARKS ARE TO BE SHARP AND
CLEAN WITHOUT SHOWING EDGES OF JOINTING TOOL.
8. DO NOT POUR ANY CONCRETE BEFORE FORMS
ARE INSPECTED AND APPROVED BY PROJECT
MANAGER.
9. PARKING REQUIRED, 2 SPACES PER EACH 2
BEDROOM UNIT. 32 TOTAL 2 BEDROOM UNITS v 64
REQUIRED SPACES.
PARKING TOTAL - 64 SPACES PARKING PROVIDED
INCLUDING 3 HANDICAP.
R2.5' (eC)
R2.500
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T TI (f .� J5.60 f. 0` 51,'l,t� 4 ', `i , Y DROP INLET
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' /� .' - - - - - - - LIMITS OF DISTURBANCE
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' EL.-411.8' ' / / ! f , r ! J ' r 1 J ! I ' f, r f LE Y IEL , Ir.LrF"1�Ji<JC 1 ` y. y \ ,` _I '
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/�\� 412. ' I , l l 1 f i DISTURBANCE ' .' t y y S` S ILL
{ �' ! �' ;/,r Q / ,;� BLOCK AND GRAVEL Z
41Z L, . '" / ; ill 0 411.5 -¢ f � CATCH BASIN
. ' r ` I f !'� ; , / I O \ PROTECTION (TYP) 0
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f �' r Z r S', `. (STDA 6.52) `
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412.4 , r i - . V �. t u..
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ADA ACCESS DETAIL I- =20 , , / ; r , , J . �
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GRADING NOTES: I . 1 _ ;' , \, s ; t z 'I , 1 ; _ ', J 4*.9 X+411.6 -
1. TOPOGRAPHIC INFORMATION SHOWN PROVIDED BY �\ _ f ` 1 11 •0, y - ; ; .
LANDDESIGN SURVEYING. Q - . '' t , + I ? O O
4
2. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCH ''� I ' , �-' ,.. ` `f ' 04
,
MARK WHICH MUST BE VERIFIED BY THE GENERAL p �' . .,
,' •O.
CONTRACTOR PRIOR TO GROUND BREAKING. ',� \ _ _ _ 1
4>� o .
3. REFER TO SOILS ENGINEERING RECOMMENDATIONS FOR \\, o V
DIRECTION ON FILL COMPACTION AND ANY STRUCTURAL 9/FA O \
CONSIDERATIONS. UNLESS OTHERWISE NOTED, FILL SHALL BE
COMPACTED TO 95% A.A.S.H.O. STANDARD COMPACTION. l ' f= � '7
4. PERMANENT CUT AND FILL SLOPES PLACED ON A / ' ` ; `
;r
SUITABI_.E FOUNDATION SHALL BE CONSTRUCTED AT 2:1 1 � .. - .. , b ' - `� ,'
(HORIZONTAL TO VERTICAL) OR MATTER. PERMANENT \ I .0 - a"E3� �i ` �1' ,
`�-
...
SLOPES OF 311 SHALL BE CONSTRUCTED V II ERE MOWING IS ' -
DESIRABLE. • 11 f` i . ... -
A � 4fl � `
TST#3 (STD.tt6.60) 0 - �(L
5. SITE CONTRACTOR SHALL PROTECT ALL TREES AND I ,� D` r
j --``
VEGETATION INDICATED TO REMAIN, AND MAINTAIN ALL TREE l I , , f 18 X36 X2 ` ; ' } \ _ . ,._ _ .. _ - �V X4Ii.5' `�� . t•'. l
(f ,
PROTECTION BARRICADES. , ' 1 tiV p � i t `
6. PROPOSED CONTOURS IN ROADS REFLECTS FINISHED ! �; I E i' r O - ( ,
GRADES INCLUDING ASPHALT. REFF.2 TO PAVEMENT ,`� i ! r i a ,
CROSS-SECTION DATA t0 ESTABLISH CORRECT SUB -BASE / I X411.5
OR AGGREGATE BASE COURSE ELEVATIONS TO BE / i I ! ! A� f
COMPLETED UNDER THIS CONTRACT. REFER TO ROADWAY % - ' i O
�, __ f'/
PROFILE SHEETS FOR DIRECTION ON ACTUAL GRADING J ' /�S
12EQUIRE ENTS WITHV CROSS-SECTION OF PROPOSED - Q%Q `4 I a . ' V .
STREETS. / 'L 1 - f ¢o,!L' +
7. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE AT ALL ! ,' Q �� 410.4' j
.-
INTERSECTIONS. / �, ,, I ���/
:. ,
8 THE CONTRACTOR SHALL IMMEDIATELY REPORT TO = .. . V" , '
OWNER AND ENGINEER ANY DISCREPANCIES FOUND /,` '" �` LEVEL SPREADER ,
BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION J - ~ .. / 1
r / x (sTD.tt
DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO ' J F
PROCEEDING. !% ./ .,� l .
�/ 1 4 - 'f TO BE
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STORM DRAINAGE NOTES:
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1, ALL CONSTRUCTION SHALL BE IN ACCORDANCE f 1 II r� f, r ' I , , u�0 •� . ` . a .� ,,
WITH TOWN OF CARTHAGE STANDARDS
2. DRAINAGE DESIGN BASED ON RATIONAL METHOD. ' "' ' `' ` ' N ♦ • +, `�
3. RIM ELEVATIONS SHOWN ARE APPROXIMATE. f -!; `i," f '!i f• • , • • a �. �, o
UNLESS OTHERWISE NOTED, RIM ELEVATIONS SHALL
• , ; i' �. ARE _ .13aG.
MATCH PROPOSED GRADE ELEVATION. Z
4. ALL WORK AND MATERIALS SHALL CONFORM TO O
J ' < `!I:r ? Q25-.8c.f.8 C.B. B3 _
LATEST EDITION OF Ti-E NCDOT STANDARD r r' �' �!i f� �l '- t � $�p,DER 3 e" C TOP = 409.4' (-
SPECIFICATIONS UNLESS OTHERWISE NOTED. ; J (STD,# 6.40) ': INV. = 406.11' z
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5. MINIMUM GRADE OF STORM DRAIN PIPE TO BE 0.5%. Z
6 CONTRACTOR(S) CONSTRUCTING IMPROVEMENTS
l ♦`
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SHALL BE FULLY RESPONSIBLE FOR COMPLIANCE W1T14 F.E.So Cl. INV., 406,2' •
GOVERNING ORDINANCES AS INTERPRETED BY TOWN z
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OF CARTHAGE, ENGINEERING DIVISION. ,' r : ' ! r `` I 6' WX9'LXI2" 0 Q
7. TOWN OF CA12THAGE ENGINEERING DIVISION SHALL
BE NOTIFIED 24 HOURS IN ADVANCE OF THE ' ! ` �f F 1 Q Q U
F TI ACTIVITY.
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COMMENCEMENT o coNSTRuc oN c �, O
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8. ALL FLARED END SECTIONS AND HEAD WALLS ` f i 1,� f; , , '� / f %• ' A A = .10ac. C % C.B.= B2
SHALL HAVE RIP -PAP. t,'tf f, >`f t r , `� , ; :1`', 1 r ♦ ; ; 95.. TOP = 409.4`
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AREA= Sac. 4 ;
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Dl = A / A = .24 �. r ♦/ a
TOP, 410A/ 78 i N +.,
INV. = 405.23 �Q2 9c, ,s, CB.= A �
{f �/ TOP: 409.8' tr . - BIOREIENnON #1=
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NV.: 404,17' * � Drainage Area, 55.488 s.f
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AREA!. -,I - c. -Imft�' O� p=O Provided, 1800 s.f.
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I. CONTRACTM SHALL DIRECT ALL ROOF DOWNSPOUTS AND
/ ROOF DRAINAGE INTO THE STORM WATER COLLECTION
�S� SYSTEM VIA PVC SMOOTH WALL SCHEDULE 40 PIPE.
o Loy
' ' \�` , ., 2. ALL R00F DRAWS TO BE RUN AT MAVINVN�XUI.
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REQUIRED TREE- PLANT
Broadleaf Deciduous
Quantity Code Name
LIST
Scientific Name
Common Name
Planting Size
Comments
14 ACOG
Acer rubrum "October Glory"
October Glory Maple
7-Cal
Conifer Evergreen
Quantity Code Name
Scientific Name
Common Name
Planting Size
Comments
24 PINP
Pinus palustris
Longleaf Pine
11/7-Cal
BIO-RETENTION AREA
Broadleaf Deciduous
Quantity Code Name
Scientific Name
Common Name
Planting Size
Comments
7 BETN
Betula nigro
River Birch
6' - 8'
5 LIQS
Liquidambor styraciflua
American Sweetgum
3"-Cal
3 PLAO
Plotanus occidentalis
American Sycamore
F-Cal
16 VIBD
Viburnum dentatum
Arrowwood Viburnum
3-Gal
Shrub
Quantity Code Name
Scientific Name
Common Name
Planting Size
Comments
24 BERJ
Berberis iulianae
Wintergreen Barberry
3-Gal
25 BERT
Berberis thunbergii
Japanese Barberry
3-Gal
Herbaceous Plant Mixes
Ground Cover
Quantity Code Name
Scientific Name
Common Name
Planting Size
Comments
5,500 SF V1MI
Vinca minor
Dwarf Periwinkle
Flat
ZONING REQUIREMENTS
REQUIRED PARKING LOT TREES 5
PROVIDED PARKING LOT TREES 14
REQUIRED BUFFERYARD TREES 24
PROVIDED BUFFERYAQD TREES 24
NOTES
I. THIS PLAN FOR PLANTING LOCATIONS ONLY,
2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE,
INCLUDING SHRUBS AND GROUNDCOVER, AND SHALL MAINTAIN AREA IN A WEED
AND DEBRIS FREE CONDITION, THROUGHOUT THE ONE YEAR GUARANTEE PERIOD.
3. ALL DIMENSIONS TO BE TAKEN FROM BACK OF CURB.
4. CONTRACTOR SHALL LAY OUT AND CLEARLY STAKE ALL PROPOSED IMPROVEMENTS
INCLUDED ON THIS PLAN.
5. CONTRACTOR IS RESPONSIBLE FOR CONTACTING APPROPRIATE CONTRACTORS AND
UTILITIES PRIOR TO BEGINNING CONSTRUCTION FOR LOCATION OF ALL UTILITY LINES.
TREES SHALL BE LOCATED A MINIMUM OF 5 FROM SEWER/WATER CONNECTIONS.
CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY AND ALL PUBLIC OR
PRIVATE UTILITIES.
6. QUANTITIES AS SHOWN ON THE PLAN SHALL GOVERN OVER PLANT LIST QUANTITIES.
CONTRACTOR TO VERIFY PLANT LIST TOTALS WITH QUANTITIES SHOWN ON PLAN.
LANDSCAPE ARCHITECT SHALL BE ALERTED BY CONTRACTOR OF ANY
DISCREPANCIES PRIOR TO FINAL BID NEGOTIATION. UNIT PRICES FOR ALL
MATERIAL SHALL BE SUPPLIED TO THE OWNER AT BIDDING TIME.
7. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT.
OWNER SHALL RECEIVE TAG FROM EACH PLANT SPECIES AND A LIST OF PLANT
SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE
PLANTS FURNISHED SHALL MEET THE NORMAL REQUIREMENTS FOR THE VARIETY
PER THE AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION, PUBLISHED
BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN). PLANTS SHALL BE
PRUNED PR1012 TO DELIVERY ONLY UPON THE APPROVAL OF THE LANDSCAPE
ARCHITECT.
8. WHERE TREES AND SHRUBS ARE PLANTED IN ROWS OR FORMAL GROUPINGS, THEY
SHALL BE UNIFORM IN SIZE AND SHAPE.
9. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES TO WHICH THE PLANTS ARE
TO BE JUDGED. FAILURE TO MEET MINIMUM SIZE ON ANY PLANT WILL RESULT IN
REJECTION OF TWAT PLANT.
10. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, WELL BRANCHED,
FREE OF DISEASE, INSECT EGGS, AND LARVAE, AND SHALL HAVE ADEQUATE ROOT
SYSTEMS.
11. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL -ROOTED
PLANTS AND ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE
PLANTS SHALL HAVE TOPS WHICH AROD QUALITY AND ARE IN A HEALTHY GROWING
CONDITION.
12. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCH BED WITH
SMOOTH CONTINUOUS LINES.
13. NO EXISTING TREES SHALL BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM
THE OWNER EXCEPT WHERE NOTED ON PLANS. NO GRUBBING SHALL OCCUR
WITHIN EXISTING TREE AREAS.
14. TREES SHALL BE LOCATED A MINIMUM OF 3'02 4' FROM WALLS AND WALKS
WITHIN THE PROJECT. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OF AREA AND
PLANS, CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION.
FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE OWNER OR LANDSCAPE
ARCHITECT WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE MATERIALS.
15. CONTRACTOR TO SLIGHTLY ADJUST PLANT LOCATIONS IN THE FIELD AS NECESSARY
TO BE CLEAR OF DRAINAGE SWALES AND UTILITIES. FINISHED PLANTING BEDS
SHALL BE GRADED SO AS TO NOT IMPEDE DRAINAGE AWAY FROM BUILDINGS.
16. TREE STAKING AND GUYING SHALL BE DONE PER DETAILS. CONTRACTOR SHALL
ENSURE THAT TREES REMAIN VERTICAL AND UPRIGHT FOR THE DURATION OF THE
GUARANTEE PERIOD.
17, ALL TREE PITS, SHRUB BEDS AND PREPARED PLANTING BEDS ARE TO BE
COMPLETELY EXCAVATED IN ACCORDANCE WITH THE PLANTING DETAILS.
18. MULCH IS TO BE SHREDDED HARDWOOD BARK FOR TREES AND SHRUBS. FINE BARK
MULCH IS TO BE USED FOR PERENNIAL BEDS.
19. CROWN OF ROOT BALL SHALL BE HIGHER (AFTER SETTLING) THAN ADJACENT SOIL.
20. TAGS AND TWINE ARE TO BE REMOVED AND BURLAP IS TO BE ROLLED BACK
ONE-THIRD ON ALL BEB PLANT MATERIAL,
21. SHRUBS, BULBS AND GROUNDCOVERS SHALL BE TRIANGULARLY SPACED AT
SPACING SHOWN ON PLANTING PLANS.
22, SHADE TREES: HEIGHT SHALL BE MEASURED FROM THE CROWN OF THE ROOT BALL
TO THE TOP OF MATURE GROWTH. SPREAD SHALL BE MEASURED TO THE END OF
BRANCHING EQUALLY AROUND THE CROWN FROM THE CENTER OF THE TRUNK.
MEASUREMENTS ARE NOT TO INCLUDE ANY TERMINAL GROWTH. SINGLE TRUNK
TREES SHALL BE FREE OF "W CROTCWES THAT COULD BE POINTS OF WEAK LIMB
STRUCTURE OR DISEASE INFESTATION.
23. SHRUBS: HEIGHT SHALL BE MEASURED FROM THE GROUND TO THE AVERAGE
HEIGHT OF THE TOP OF TILE PLANT, SPREAD SHALL BE MEASURED TO THE END
OF BRANCHING EQUALLY AROUND THE SHRUB MASS. MEASUREMENTS ARE NOT
TO INCLUDE ANY TERMINAL GROWTH,
24. ALL SUBSTITUTIONS OF PLANT MATERIAL ARE TO BE REQUESTED IN WRITING TO
THE LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER. FAILURE
TO OBTAIN SUBSTITUTION APPROVAL IN WRITING MAY RESULT IN LIABILITY TO THE
CONTRACTOR.
25. ALL CONTRACTORS SHALL BE REQUIRED TO COMPLETELY REMOVE ALL TRASH,
DEBRIS AND EXCESS MATERIALS FROM THE WORK AREA AND THE PROPERTY
(ESPECIALLY AT ALL CURB, GUTTERS AND SIDEWALKS) DAILY DURING INSTALLATION.
26. DEAD PLANTS ARE TO BE REMOVED FROM THE JOB BY THE CONTRACTOR WEEKLY.
CONTRACTOR SHALL MAINTAIN AN UPDATED, COMPREHENSIVE LIST OF ALL DEAD
MATERIALS REMOVED AND PRESENT A COPY OF THE LIST TO THE OWNER AT THE
END OF EVERY MONTH DURING THE CONTRACT PERIOD.
27. TOPSOIL REQUIRED FOR SOIL MIXES AND SPECIAL SEEDING AREAS SHALL BE
PROVIDED BY CONTRACTOR. CONTRACTOR MUST LOAD, HAUL, MIX, AND SPREAD
ALL TOPSOIL AND OTHER SOIL ADDITIVES AS REQUIRED.
28. CONTRACTOR SHALL BE RESPONSIBLE TO REGRADE, HYDRO -SEED, STRAW MULCH,
AND TACK ALL LAWN AREAS DISTURBED AS THE RESULT OF HIS WORK.
29. CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE IMPROVEMENTS, INCLUDING
SOD/SEEDING, FOR ONE FULL YEAR AS REQUIRED BY THE SPECIFICATIONS.
CONTRACTOR MUST CONTACT THE OWNER AT LEAST 10 WORKING DAYS IN
ADVANCE TO SCHEDULE ACCEPTANCE INSPECTION(S). CONTRACTOR MUST
REPLACE ALL DEAD OR UNACCEPTABLE PLANTS DURING THE FOLLOWING
RECOMMENDED PLANTING SEASON.
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fna1��
' I 1 I IAC C I-` L_J" �I V I I I V V
2�TREE PLANTING ON A
L-4.0
45
3 GUYING
L-4.0 SECTION
NOTE
CONTRACTOR TO REGRADE, SOD OR HYDROSEED
AND STRAW MULCH ALL AREAS DISTURBED AS
A RESULT OF HIS OR HER WORK.
UPRIGHT STAKES TO BE USED ON TREES UP
TO 12' IN HEIGHT. LARGER TREES MUST BE GUYED.
1/8 OF ROOT BALL TO BE ABOVE FINISHED GRADE
DO NOT COVER ROOT CROWN
TREE WRAP MAIN TRUNK
RUBBER HOSE
2" X 2" HARDWOOD GUY STAKE
2 PER TREE
12 GAUGE GALVANIZED WIRE
DOUBLE STRAND TWISTED
BLACK CORRUGATED PLASTIC PIPE
3" MULCH
SOIL MIX
3" SAUCER AROUND TREE
EXISTING GRADE
REMOVE TOP 1/3 OF ALL BURLAP FABRIC
AROUND ROOT BALL
COMPACTED MOUND TO PREVENT TREE
SETTLING (6" MIN HEIGHT)
UPRIGHT STAKES EXTENDED TO FIRM BEARING
08A-0 I
NTS
NOTE:
CONTRACTOR TO REGRADE, SOD OR HYDRQSEED
AND STRAW MULCH ALL AREAS DISTURBED AS
A RESULT OF HIS OR HER WORK.
UPRIGHT STAKES TO BE USED ON TREES UP
TO 12' IN HEIGHT. LARGER TREES MUST BE GUYED.
1/8 OF ROOT BALL TO BE ABOVE FINISHED GRADE
DO NOT COVER ROOT CROWN
REMOVE TOP 1/3 OF ALL BURLAP FABRIC
AROUND ROOT BALL
TREE WRAP MAIN TRUNK
RUBBER HOSE
2" X 2" HARDWOOD GUY STAKE
3 PER TREE
12 GAUGE GALVANIZED WIRE
DOUBLE STRAND TWISTED
BLACK CORRUGATED PLASTIC PIPE
3" MULCH
SOIL MIX
3" SAUCER AROUND TREE
3:1 MAXIMUM GRASSED SLOPE
EXISTING GRADE
COMPACTED MOUND TO PREVENT TREE
SETTLING (6" MIN HEIGHT)
SLOPE UPRIGHT STAKES EXTENDED TO FIRM BEARING
08A-02
NTS
NOTE:
CONTRACTOR TO REGRADE, SOD OR PYDROSEED
AND STRAW MULCH ALL AREAS DISTURBED AS
A RESULT OF HIS OR HER WORK.
118 OF ROOT BALL TO BE ABOVE FINISHED GRADE
DO NOT COVER ROOT CROWN
TREE WRAP MAIN TRUNK
RUBBER HOSE
12 GAUGE GALVANIZED WIRE
DOUBLE STRAND TWISTED
BLACK CORRUGATED PLASTIC PIPE
3" MULCH
2" X 2" HARDWOOD GUY STAKE 3 PER TREE
DRIVEN INTO FIRM BEARING SOIL o 45'
REMOVE TOP 1/3 OF ALL BURLAP FABRIC
AROUND ROOT BALL
3" SAUCER AROUND TREE
EXISTING GRADE
SOIL MIX
COMPACTED MOUND TO PREVENT TREE
SETTLING (6" MIN HEIGHT)
FOR LARGE TREES (> 121)
"4 '� MULTI TRUNK TREE PLANTING
L-4.0 ! SECTION
5:� MULCH
L-4,0 SECTION
3"
1 3-4"
LINE AT BED EDGE
08A-03 (:6�SHRUB PLANTING BED
NTS �4.SECTION
NOTE:
CONTRACTOR TO REGRADE, SOD OR HYDROSEED
AND STRAW MULCH ALL AREAS DISTURBED AS
A RESULT OF HIS OR HER WORK.
UPRIGHT STAKES TO BE USED ON TREES UP
TO 12' IN HEIGHT. LARGER TREES MUST BE GUYED.
1/8 OF ROOT BALL TO BE ABOVE FINISHED GRADE
DO NOT COVER ROOT BALL
TREE WRAP MAIN TRUNKS
RUBBER HOSE E WIRE - TIE MAIN TRUNKS TOGETHER
2" X 2" HARDWOOD GUY STAKE
2 PER TREE
12 GAUGE GALVANIZED WIRE
DOUBLE STRAND TWISTED
BLACK CORRUGATED PLASTIC PIPE
3" MULCH
3" SAUCER AROUND TREE
REMOVE TOP 1/3 OF ALL BURLAP FABRIC
AROUND ROOT BALL
EXISTING GRADE
SOIL MIX
COMPACTED MOUND TO PREVENT TREE
SETTLING (6" MIN HEIGHT)
UPRIGHT STAKES EXTENDED TO FIRM BEARING
NTS
NOTE:
• ALL SHRUBS TO BE PLANTED IN MULCHED BEDS
• BEDS TO HAVE SMOOTHLY CONTOURED AND
CLEANLY DEFINED EDGES. BEDS SHALL BE
CURVILINIAR EXCEPT AS NOTED ON PLAN
• PROPOSED BEDS MUST BE LAID OUT ON SITE
AND APPROVED BY OWNER, IF REQUESTED BY
OWNER
• EVERGREEN TREES WHICH ARE TIGHTLY SPACED
SHALL BE TIED TOGETHER IN ONE CONTINUOUS
BED. (CONTRACTOR TO INCLUDE THIS MULCHING
IN HIS BID.)
• MULCH BEDS SHALL BE SET BACK FROM WALKS
AND CURBS THE WIDTH OF ONE MOWING STRIP
OF GRASS UNLESS NOTED OTHERWISE.
• TREES WHICH ARE LOCATED WITHIN 4 FEET OF AN
ADJACENT SHRUB BED THEIR MULCHED AREA CON-
NECTED WITH THE MULCHED BED OF THE SHRUBS.
- SHRUBS SHALL BE PLANTED I" - 2" ABOVE EX. GRADE
- SOIL MIX
- 3" HARDWOOD MULCHED PLANTING BED
- EDGE OF PLANTING BED
LAWN FINISHED GRADE
2-3
08A-08
NTS
NOTE.,
• PLANT SPACING VARIES - (SEE PLAN)
PRUNE ALL BROKEN, DISEASED, AND WEAK
BRANCHES.
• ALL SHRUB BEDS TO BE COMPLETELY EXCAVATED
OF ALL EXISTING SOIL TO REQUIRED DEPTH AND
BACKFILLED WITH REQUIRED SOIL MIX
• REMOVE TOP 1/3 OF ALL BURLAP FABRIC
AROUND ROOT BALL.
.Y REMOVE ALL STRINGS, RIBBONS,
FROM THE PLANT.
?OTS ON POT BOUND PLANTS
OD MULCH
EXISTING GRADE
501L TO 85% AT OPTIMUM MOISTURE CONTENT
08A-13
NTS
'7_� EVERGREEN TREE
L-4.OJ SECTION
SPACING
ROWS "A"
CROWN OF ROOT BALL SHALL BEAR SAME RELATION (OR SIGHT
LOCATE ANCHOR STAKE 8" AWAY FROM TREE TRUNK ON SIDE
OF PREVAILING WIND). "T" RAIL IRON STAKE OR ACCEPTABLE
WOODEN SUBSTITUTE. ANCHOR FIRMLY,
FASTEN TRUNK TO STAKE WITH TREE DING
SET BASE OF TRUNK AS SAME GRADE AS IN NURSERY
3" MINIMUM OF MULCH
CREATE SOIL SAUCER WITH TOPSOIL (MIN. 6")
FOLD DOWN OR CUT AND REMOVE TOP 1/3 OF BURLAP IF
NON -DEGRADABLE WRAP 13 USED REMOVE TOTALLY
COMPACTED TOPSOIL MIX OR CLEAN SUBSOIL
COMPACT SUBSOIL TO FORM PEDESTAL AND PREVENT
SETTING
PLANT SPACING
CHART
SPACING "D"
ROW "A"
PLANTS /s.f.
6" o.c.
5.20"o.c.
4.61
8" o.c.
6.93" o.c.
2.60
10" 0.0.
8.66"o.c.
1.66
12" o.c.
10.40"o.c.
1,15
15" o.c.
13.00"o.c.
0.73
18" O.C.
15.60" o.c.
0.51
24" o.c.
20.806.c.
0.29
TRIANGULAR SPACING
8 SHRUBS AND GROUNDCOVER
LAW PLAN
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SCALE: 3/16"=1'-0"
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R-ANELL HOUSING GROUP, LLC
3549 N. HWY 16
DENVER, NC 28037
PHONE: [phone]
FAX: [phone]
WWW.R-ANELL.COM
LITTLE RIVER FARM
NC HWY 15-501
CARTHAGF_ NC
ROOF LIVE LOAD: 20 PSF
GROUND SNOW LOAD: 10 PSF
WIND: 100 MPH EXPOSURE: "C"
FLOOR LIVE LOAD: 40 PSF
SEISMIC DESIGN CATEGORY: "C"
ARCHI TEC TIP, SEAL:
THIRD PAR TYA GENCY STAMP.-
REVISIONS
NO: DATE: DESCRIPTION
A 09-07-04 CORRECTED FLOOR PLAN ORIENTATION
B 09-07-04 REVISED PER -AS BUILT- PLANS
I I I I APPROVED FOR CONSTRUCTION
®® ❑ NOT APPROVED FOR CONSTRUCTION
THIS DRAWING AND THE DATA SHOWN THEREON ARE
�.R BY OTHERS — RNISHED FLOOR PROPRIETARY AND CONFIDENTIAL AND ARE NOT TO
BE USED NOR REPRODUCED FOR ANY PURPOSE
WITHOUT THE EXPRESSED WRITTEN CONSENT OF
R-ANELL HOUSING GROUP, LLC.
STAIR TOWER BY OTHERS
PROJECT NUMBER.- �.
JOB--9134
DRAWNBK J L R
CHECKED BY- J RB
DA TE_• 12/7/04 j
SCALE.- 3/16"=1 '-O"
DRA WING TITLE_-
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SMDBEID PREPARATION NOTES
t, MWAa WATER CONTROL MEASURES TO BE NSTAUEE) ACCORDING TO
PLAN. COMPLETE C RADNG BiFORE PREPARING STD
Z AREAS TO BE S®® SHALL BE RffBD AND SPREAD WITH AVAILABLE
TOPSOIL Y DW ON MOPES 21 OR RATTER. TOTAL s�
PREPARED DEPTH SHALL BE 4r TO 6r' DES. F SOILS ARE
COMPACT® DURING GRAD NG LOOSEN TO A DlTIH OF 6" TO V.
3 LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED
FROM THE SI:RFACE TO PREIi NT INTHIMBNCT: WITH EST'ABIAH ENTT
AND MA TINANC>: OF VEGETATION.
.
4. APPLY LIME ACCORDING TO SOL TEST REOOMM&DAT KW& SOILS
WITH PH H M THAN 6 N® NOT BE LIMED, F pH B NOT
KNOWN, APPLY LIME ACCORDING TO SEEDING SPEWICATIONS BELOW.
APPLY LIMTONE AND INCORPORATE INTO TOP 4• TO 6r OF SOL
L APPLY F9tT10ER ACCORDING TO SOIL TEST RECO MMBNDATiOINIi. F
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7. FOR 'T"ORARY SIEDINIG OF AREAS WHC'H WILL NOT BE BROLKFIT TO
RENAL GRADE FOR MORE T H E WORKING DAI FOLLOW THE
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PERMANENT SEEDING SPECWCATTONS
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011elwIIE FWVDO Vi TH GRIOtND CONK MWIS OR =1RUCTUA
lLI1tOIa ' TIED MyttAN ®Osl K
RIMS- tAiNE1NEVat LAND DIFTUW JG ,#CF1 Y ■ U NDEMAM ON
UCWAFXMM MORE 11MN ONE ACE, r MORE THAN ONE
OONTISJOIN ACE 5 u XVIIII ® A GROUND CUM 3u901INT TO
RE MM EROSION MLffr N R,ANR@ OR 071111VAN FROIIDE 1MIM 5
WORKING DAYS ON IIHAT PORTION OF TM TWT. LW NI WHI T K*U
AL"1M GONNTRRK.'TION E NOT rNRi RMKTAKK Pa0YM THAT IM
SM NOT APPLY TO GEAAID LAND FORAM THE LAIN OF A MKVOR
LATER TO E 14SNE'3 =
1, PLANT SEIMCM4, QUANTITY AND SIZE MAY VARY BASED ON ACTUAL SITE COINDITIONS,
PLANT AVALAMITY AND COST K)R POTS OR
CONTTANEIRS, HOWEVER SPACING FACTORS.
BEROOTS RB� TO APPROX MAY BE SUBSTMAY 1 EACH PER
S.F. OR LESS.
2 TK AREA 94OLW BE PLANTED WH N 7K SOL lS MOIST OR SATURATED, BUT NOT
MWATiD. F THE SOIL 5 SUITCIENTLY WET, PLANTING COULD BE CONDLtIID JUST
PRIOR TO FLLING THE PONCE
3. SOILS SHALL BE TOPSOIL OR SILT/CLAY LADEN AND ARE TO HAVE A MNMIUM OF iD%
ORGANC CONTENT. DO NOT USE SOL FROM A WETLAND OR BOTTOWND F IT 15
POPULATED WITH iA+DPSRNiE SPECES, N THAT CASE OBTAIN SOL FROM AN UPLAND
SOURCE
4► PLANTS BELOW THE WATER SUNiIE:ACI,: OR N SATURATED SOL WAIL REQUIIL
S. PLANTING OF UTTORAL SPECIES 3*)L D 01 N SPRING OR SUMMER, LHM OTHERWISE
APPROVED.
THE FOLLOWING PLANTS ARE RECOMMEINM TO ADD COLOR N TL°E SPRING AND SUIMI4LE5t MONTI•!Sc
-- CARDN& FLOWER, MARSH MILKWEED, BLUE WATER IRIS, YELLOW RIS,AND LIZZARD TAIL
SNZE AT PLANTING MAY VARY BASED ON AVAILABILITY, COST AND AESTHETIC: OB=M
Mldmleeartoe aadvitias dM be pwhraled a fallawc
1. Afbr wvay dVMcsnt 1mwiip Iv install lament sod at left nwri li:
a. kappa the wet &*Won bodu worn for se w scculAw atica, eralrloc. trarh ate.
ve■+toW oovwr, sod paEaral condiEEm. '
b: Check sad der do odlioe of my obdmcdoas sash that dmwdoltm_of Rile temporary pod own within
210 S daps se deafpmd•
2. Repair=WW mu b medd*. rip-wW a necesmy to 1oabod l pond v rtwivw cwvsr, now veptabs
oovw to maluia a a mdwmn hdgbt of dx hwhes, and remove Nub a needed.
3. aald repair the ooltedioa (�.� Ca1CT1 baslml, plph>g. swaks. tlprap. e1C.) quarurly Oo raEdriRrin
4. Rown wmm u aed aedbow IE+om dw wet dwedoa bash syd m wu44 EEwMy or wbel depth is
ndnoed 1w 75%of the asNgiad dWpn depttl (see dsgrambdow� Reollovel aedvm shall be disposed of
in as appropiw muvw and shall be havOW in a talmwr dw w M net II6useiy inVad wow gllsRty (ix.
dod Ait Hear a wet dellrAm bado at ovum ea-N
Ma mw vxft device med oe delwmbw do sedimalt wlsvadon soul be sndr that it wN>i give an alxmrsle
depth =d not M107 pswbw b w aoEaaRmlaled sedialtmes•
Wbea toe peraaar"pwd depol reads 2.3 In die midst pool. do w6seot shill be rle wm&
Wbn the permed pool dep& Feat , 2 fad in do ibreblly, do sedinsw =hill bw lenoved.
BAN DIAGRAM
N {�tK iN r11e illwkrj
prnleareoe Tod 81r+►�rior 387
ardbuwlt il1.386
Bottom �,., BerlmeaKitaaawdmr+►atiaa �fTIE _
BwMw>31avIL:0 50
Foamy MAIN POND
S. Remove cans b and other hll 4p wll wledead plants when they wwr 309E ohhe basin sorbm Twae
phw4 shall be mooaraped io glmw don= do , optoted dtelf and forabay berm.
d. Nfile baste mast be &akmd for m walargsncy or topwfarm mdubsolaw the &dft of sedment droagh
do MaVxicy drsis dM be wAnimbed to the mexiawm e11e11t plral3t'ial. .
IM E.EV. 383.3
RESBRVOR DRAIN
W/ GATE VALVE
AND LIFT ROD
NV B•EV. WJ -
TOP OF
EiDA. ORIFICEEW ;IN
3B3.5 341-W It%CP
Cai"A
YARD NET
w IN
3BLSD
3BWt00� W-24- ta2l�
� YF25 TO EXIST CB
•
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. • • •• r • • w • •
• • r, • • • w • • •
• • •�� • • • r r • • r
N OF r •,y,NN • 00000000000000000
WASHED STIONE 000000000000000000 CLASS I RIP RAP
�r+,�••. • • • • • • • • • •
. • • , • 00000000000000000000 e I
•s• • 0000000000000000 . .
00000000000
•
00000000
FILTER FABRIC
LWIER DAM 0000 r -
• • •
Kff DAM INTO VMTING GRADE
f •
a
TOP ELEV. 3"
ouo o O 0 d 0 0 0 0 0 0 0 0 0 p O d o
o d o 0 0 0 0 0 0 0 0 0 0 0 0 0 0
p o 0 0 o a 0 0 0 0 0 o 0 0 0 0 0 0
O O O O d O O p O 0 0 0 Q 0 0 00000 0 0
�00 000000000000op0000000000000000000
,,O AOno000o00,�0,.O,�OnO0oOd0o00000000000p0o0
^ o.,onono„o-0 ^
ELEVATION
1 r M EQ 1 RAEM .
2W WER TOP OF SMF
3 3 ■ ■■■ ■
Y TYP.
EM MCBNCY SPILLWAY
.. .
7. AD comp0001* of dw wlet das"= bash) a" shall be mainuimd h1 good wmiing order.
I adarnwledgw and agmw by my sivahm below that I sm respor wb for the pwfa mw= of the seven
mdahame w prooedllros meted Abeft I agrew to notify D'WQ of soy prvbbn>Fs wl* the system or pior m ■1y
lea to the SIB or mgmt ibb petty. .
Pririt:pll>1e: .
�D5.w u , lot.�
gsaaarib Oita A
• •_. __ -may..
Now 7ae faplly rerpaa�M peeq► IdloolAl aot be a MoeoecMwaer: a■aafadan urlm eaoae ItiYl IONS► oT+Ne tou fEwe tiara sold aNld II
1r1111I1artOFbe anbdvLlala ra 1EawE aaeai tlEa pl,esldlwlR. .
L a Notary Public for dw Stadw of
Ommty of do hereby that
personslly appeased befbee me #his _- -- . _- _ day of . , � and admowledp do due
ssecation of &@ Iorping wet del rAw badly mainlewom regnbameWL Wimea my hand aad otliald evel.
MAL
My ooamtobaiorl expinles ,,,,;,,�
COAT NSDE it OL TSDE
OF BRICK RISER WTH TYPE
mV WATER PROOF CEMENT
C1 l Q
CLASS B CONCRETE f r / f` r , f r f I .!' • j
TO BE USED
�_--_-- _- � UT1I,TTY EiRICTC - !� � 1 r'• f' rr' y ' ' � f , � \ /.� '' ; 1
10,
1If
SCREEN
i RASH GUARD i'j IF
. • 1 a' r i� '�
I w RCP ,' l � ' I j,.'..t.'.'.'ll••••�•�'
BARREL bt
V.
t `,' . A` -� N\.-',. ' ry ♦ FT:S-i2,, `,,.rrl ♦ w
NV OU'f. 3;0.ir IS
04
FORE3AY ;��. ,. i I _ / ,y�+ e»
cv 21 .v m 00
1. Q r 1+ 1 s a q O d
�. N z N �.
PLAN CORROSION RMISTANT, , • :;..'.'. '�' 1 'Q 3'...f1 I , rr i f ; , or
REMOVABLE BAR SCREEN. i O 1' I 1, + I K U w a. r�
� LAN GRATE SPACING SHALL BE " i' ...
r
my 3/9A ���♦ s ;, i 1 ',.... ,' ` ', ' .� ' ! II F._ ® are $ �/�
��� l 1 , � R .�, . i ' ` . I . . •''t � . ! 1' . . '� . � 1�'' ti r r r �♦` 'S' ��i
p �� GROUT WATER +� y''.''
. '.�.'..i'` ' i
p Tl(r7•TT.''{
PERMANENT 541,
19r olA. WQ , 1 �.......,.. L .�... ,....�.. i:;
POCx. RELEASE ` 1 c:' ... I,' .' E ..y� .... N ...��r.. y rr r l i Ir r G = f R .t5� ` z
N1'. E' '.i. �'. , ...� !! i I r1 f rl rr �� ��Ncir�,�E ``♦.�2
7
RMNICED END SHEAR 3B35 1' I .. c r I r! I l i r "' • ,r
GATE VALVE 11I' RCP °. , �. 1 .. .. 1. ,. F .. ��' ''% �! I Irr r rr'�, rrN r I I i ii i+N
�36&3,i. ;,.'�'.�tWyAT+�R�/ 1 lfit �O 111
' `r+ ?' i'. '�'.'Lii 1l .'.7QL v.' • ' r I I f 'l = r' II. ' i, r
Yti`.t4111,
,4 .' +� jai
�y_i
1�:•1•.11 ♦ _ i ..' ;'' i' . �f-'NN' t.' • ` i N r rr 1 ' rr rr ', Cr' r
6" FIG x PE WALL r Ni I rrlr II 1 p •
WATER TIGHT ' L; E ' '') .. r .'7r �.r rr I I. rr Irr I` rr rl YY L.
'nQiOr
SECTION ry'
vl ! I N Irr i r Il
1 I f Ill 4 1 , s rrr11 �r I
'! � 1 I � I.'. •��� '!' •''1 •.•.i t '1
'.r
T.S. � � i ;;,fr. . ! ,.`. ,,1..r•. •. •� 4 Irr � i f i i ri I rrl r � +'I I
• I I r ..r .. ...r ' •,1 1; r f r
I 1' 1, .' KI rl r r f I I
1 f I r
01 rr I
DAM FJNBAII�CMEN'1' .CONSTRUCTfON r .. � ; '' r-fi� ' r r, r, r 1 i
1 � �( rr . . .�.; 1 .s ! 1 � ♦, J r I I � 1 I 11 rr I+ I� I I I �;
0
t GRBLAL - THE POND AND DAM AREA SHALL BE CLEARED, GRUBBED AND STRIPPED OF ALLry
:.'r i I i 1 :• l "7 }� r ' i r j - r r '`` ,
VEGETATIVE MATEND TO IAL AP SOL PRIOR 'TO DAM GOWSTRUCTION. THE DISPOSAL OF TREEA, -- -
S71NKS, CONSTRUCTION DOW VEGETATIVE MATERIAR, ETC SHALL NOT BE PIERMTTTED N T1fIX
DAM OR POOR. AREA OF THE POLAR WH N BLASTING IS USED TO REMOVE ROCK FROM THE ' c'� FH i ' f �► , ' i GRIN Ir I
POOL AREA, THE BLAST® AREA SHALL BE OVW-aCAVA7Ii? TO A DEPTH OF AT LEAST TWO
FEET (2') BELOW RNW'IED GRADE AND WMIG'TT BACK TO FNISHED GRADE WITH CLEAN
RE'Li1TIVE.Y IMPERVIOUS SOT. MAiIRIAL COMPACTED N PLACE
2 EARTH FILL DAMS..... . .. `+ r r> j !r
A) SOIL MATMALS USED FOR EARTH PILL VN•ICf ARE HK'GHLY PERMEABLE OR WHICH T - - - - _ _ t .. ► r ; I I rr r r
_ f 1 +: r r I r r, r f
SIGNIFICANT SHRINKAGE SWELL, -OR DISPERSION SWILL. NOT. BE USW N THE EMBANKMENT. - - -- -_ _ _ _ _ �_-' �` r 389.0 rr j ! r LIMTTSr C)F+EROSIONrr
■ A CITOW TRENCH IOORE 7RENCJF4 SHALL BE PROVIDED WiTH A M11" M WDTH OF FIVE - -` - ] -- U1T{3RAl: ,: ' ' � ; r r r r COl!�'�'RO[ MAT MG
FEET E9'1. THE CENTERLINE OF THE WTOFF TRDICH 5HALL NOT BE LOCATED DOWtZSMEAM - -- -- _' i �j r r
OF THE INSIDE TOP OF SLOPE OF THE DAKIrL THE CVTOFF TRENCH SHALL BE CARIFLUY '' -- _ �� . i 389A.r1 rr ( :1
BAa-K= WITH HOLY IlrPMWABLE MATERIAL AND COMPACTED TO AT LEAST -- �� -- - ::.-. 1 r f r r r l ^^ Q
_ --- - _ _ � ►�� � �` 3'�' ,CONCRIwTE rr r r W
NINETY-FIVE PERCENT (937R;1 OF STANDARD PROCTOR DBHSTTY. , -_ � ~�'� =�._ - - - -�~� r ,r ' Qt. .0 STRUCTURE r i' r
C7 1HE ARNIMILNA TOP WDTH OF THE DAM SHALL BE TENT FEET (10) AND MOPES SHALL NOT � -- 'r r�•
bD
STEEPER THAN M CTHR£E HORIZONTAL TO ONE V9RTIGAU ON THE DAM OR EMBANCMB+TTS tir _ `�-_y -�r-1 �� �l / ry INN OUT. 383.50 . "r r : f
AROI THE POND. - --- --�- ••��� -_
----- -- - - -
Di ALL L')L'►rt=ED GROUND AREAS AND EMBANCMEINTTS SLRROUNONG THE POND sHAI L BE - _] - _ _ _ _ _ _ � c� r 1 , / ' rf ' F•i t
MC{HANGALL.Y STABILIZED OR HAVE PERMANENT SEEDING SCF E V ~ -[ Sp' - - - - - _. _ _ _ _ _ . _ _ ® `• 1` r �}•
0�
- -- _ 381
AW'ANTI NN 38150
381.00
TE$ r F irl;j
G NW& NO
7c•ti�-�- ._ --- - __ _ ,ram .. { � F � If` .'' +`f' ♦� % 1 ' ir'
t HOAEOVNN WS ASSOCIATION SHALL BE RESPONSIBLE FOR ROUTINE OPERATION AND MAINTENANCE.
2. CONTRACTOR SHALL ESTABLISH GRASS ALONG THE POND BANGS AROI><ND THE PERMANENT POOL � y - -- �' - ` �-- __r.� _ _ �� � �;% �4, � f L ,r !r r rr 1 � •�
AS SOON AS GRADING OPERATIONS DICTATE. SEE PERMANENT SEEDE4G SPECIFICATIONS FOR 1� � �� � � -= '= ` � ` +r � '� '' =' � � r� i �f • R° I Q)SCHEDUM
'_�'^ r
I THE PBRMAI WILT DE'iBVTION POND MAY BE USED FOR TEMPORARY SH*AW STORAGE = !, ' f � / '�` T` ` ` --�` _'_ _ _ r r r •' I I `�
DURING CONSTRUCTIOK ONCE Tit SITE HAS BEEN S FABL®, Tit PERMANENT WET DETENTION
POND SHALL BE CLEM® TO THE DEMON GRACES. ALL S®wIENTT SHALL BE RENrtolAiD AND THE r� - - __ r 6 N N E si
POND S7AEfI.QED. i �'` 3� 1 C)
-�'�..ti • �� 5 %.y.r
4. �NABNT SHALL BE R04OVED FROM THE POND DURING DEMOPME NT VVHEINEVQR THE
STOP
` � - � � Ei�15T•`' CB r/.' � O
VOLUME EXO�IS 75% OF THE POND VOLUME. I - � -C � ' ' � � � , ', \ : '� 1 � � z
S. POND HAS BEEN DESIGNED FOR A MAWMaM SL4% NAPE KVKXIS AREA. I r ��♦� r � ♦ r
6. CONTRACTOR SHALL COORDINATE WITH 7HE OWNER AND THE OWNER'S LANDSCAPE ARCHUCT ` j ' �`
AQUA QUAi1GVVETUIPD VEGETATKN SHALL ti pp,,� 1 \ \��~: 1 `-��'` 1 ^ + '�
FOR THE SELECTION OF PHRMMNENT TLC PLANTS. A
BE ES'TABLL W AROUND 7FE PERMANENT POOL AND AS FAR LIP THE SLOPE AS POSSIBLE O 1
WETLMD VEGETATION SHALL BE E:iTMJ%W TO AT LEAST A lMN MR.MA WITH OF ONE FOOT
BELOW PLEtMANENT POOL. '
7. THE STCIRMWATER CONTROL STRUCTU M SHOWN ON THE PLAN 0 DE AD TO REDUCIE
Tit POST YEAR 6 L'KJUR STORM L:11B4T AND THE 1D-YEAR G HDUR STORM 4 ` `� ♦ y'� '� _ ors °,s, , r _ ` ; a,� rr` o
EVEN' BY W% AND 30% RE'SPEC Ti RELY.
a Tit GOVsV#A NTT OFRCE HAVING ARISQIGTION FOR WATERSHED PROTECTION AND THEIR w�
ASSIGNS 94AL MANnNANCE � RIGHT °F � � THE PlRiHNTrNI' MPOND FOR NSPECTIOM5 AND POND PLAN � A w
SCALE 1"-20' O
«". L1"1::. l �f� M1E. B �1 E B •
THE SFORMWATTER POW AND DAM SHOWN ON THIS PLAN SATISFIES REQUBiEMEN7S OF THE NORTH CAROLNA
STATE DAM SALITY LAW OF M7 (AS AMENDED TWO" "M AND THE RULES AND REGULATIONS AS
PREMED N THE NORTH CAROI.NA ADMiNIISTRMIVE CODE TITRE SA, SUBCHAPTER 2K - DAM SAII
EM N THE CASE WHERE THE DAM SHOWN ON THIS PLAN IS DETERMINED BY THE STATE TO BE DCFJ 4"
FROM THE ABOVE DAM SAFETY RBQUBtEMBN M 6 AS THE QUALM® DESIGN 84OHM STATE THAT THE
POND AND DAM ARE DESIGNED TO BE SAFE AND ADEQUATE FOR THE PR07ECT10N OF PIMLIC H:ILLTH, SAFETY,
WELFARE, AND DOWNSTREAM PROPERTY. I UNDERSTAM THAT THIS STATEII IT AS THE DEW N1 EI I4ffR 54AM
NOT RH.EVE THE OWNER OR OPERATTOR OF 7HE POND AND DAM FROM THE LEGAL DLTT>ti5, OBLIGATIONS, AND
LIABILM ARISING FROM MICR OWNIERSHF OR OPERATION
s V ;• v 21164
r _
�•���.kCIN£F;a;•� ��•
Q'/
W
PAD DESIGN INFORMATION:
TOTAL DRAINAGE AREA 4.0 AG TO FACILITY
LAND USE - COMMERCiAL/RESDTN71AL (AVG. % IMPERVIOUS a 62.50/6)
POND REQUIREMENTS: REQUIRED PROVIDED
SURFACE AREA 6,098 SF 8,064 SF
TEMP. W.Q. VOLUME 7,369 CF 8,911 CF
STRU IV,SIZE
WATER QUALITY RELEASE IV
BOX
BARREL 18" RCP WITH Ir DLA. ORIFICE PLATE
WATERSHED INFORMATION - SEE SHEET C-8.0
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