20080121 Ver 1_Stormwater Site Plans_20080211

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7260 Highland Creek Parkway, Charlotte, North Carolina
Consultants � .�� Schedule of [)raw1njZs
Landscape Architect 100% CONSTRUCTION DOCUMENTS
Site Solutions C001 EXISTING CONDITIONS /DEMOLITION PLAN
2320 W. Morehead Street Owner: C 100 OVERALL SITE PLAN
C 10 I SITE PLAN NORTH
Charlotte, NC 28208 C 102 SITE PLAN SOUTH
704=52 1 -9880 Charlotte�Mecklenburg Schools C103 PRE - EROSION CONTROL PLAN
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C 104 POs T - EROSION CON ROL PLAN
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3301 Stafford Drive C105 OVERALL GRADING /DRAINAGE PLAN
Civil Engineer Charlotte, North Carolina C106 GRADING /DRAINAGE PLAN NORTH
I te So lutions � C107 GRADING /DRAINAGE PLAN SOUTH
C 108 GRADING /DRAINAGE PLAN NOTES
2320 W. Morehead Street
C 109 SITE UTILITY PLAN NORTH
Charlotte, NC 28208
C1 10 SITE UTILITY PLAN SOUTH
704 -521 -9880 Charlotte — Mecklenburg Schools C111 IRRIGATION PLAN ALTERNATE
C200 SITE CONSTRUCTION DETAILS
Architect C201 SITE CONSTRUCTION DETAILS
C202 SITE CONSTRUCTION DETAILS
The FWA Group Architects C203 SITE CONSTRUCTION DETAILS
Two Bank of Airnerica Plaza C204 BALLFIELD DETAILS
0 I South Tryon Street � C205 TRACK &FIELD DETAILS
Charlotte, !'VC 28280 � C300 ROADWAY TYPICAL SECTIONS
704- 332 -7004 C301 RIDGE ROAD DEMOLITION PLAN
1 G R 0 U P C301. I SHELLY AVE. DEMOLITION PLAN
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C301.2 STREET AVE. DEMOLITION PLAN
SOLUTIOIIS ARCHITECTS C302 RIDGE ROAD ROADWAY IMPROVEMENT PLAN
C302.1 SHELLEY AVE. ROADWAY IMPROVEMENT PLAN
C302.2 STREET AVE. ROADWAY IMPROVEMENT PLAN
C303 RIDGE ROAD GRADING,, DRAINAGE &EROSION CONTROL
C303.1 SHELLY AVE. GRADING, DRAINAGE &EROSION CONTROL
C303.2 STREET AVE. GRADING,, DRAINAGE &EROSION CONTROL
C304 RIDGE ROAD RDWY IMP PAVEMENT MARKING PLAN
C304.1 SHELLEY AVE. RDWY IMP PAVEMENT MARKING PLANS
C304.2 SHELLEY AVE RDWY IMP TRAFFIC CONTROL PLANS
C305 RIDGE ROAD RDWY IMP TRAFFIC CONTROL PLAN PHASE I STAGE I &2
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°k,� C305.1 RIDGE ROAD RDWY IMP TRAFFIC CONTROL PLAN PHASE 1 STAGE 3 &4
Mqp SITE C305.2 SHELLEY AVE RDWY IMP TRAFFIC CONTROL PLAN PHASE 2 STAGE I &2
C305.3 SHELLEY AVE RDWY IMP TRAFFIC CONTROL PLAN PHASE 2 STAGE 3 &4
m C305.4 STREET AVE RDWY IMP TRAFFIC CONTROL PLAN PHASE 3
FARE < SITE C305.5 RIDGE ROAD RDWY IMP TRAFFIC CONTROL PLAN NOTES
STATION '�
C306 RIDGE ROAD RDWY IMP CROSS SECTIONS STA 13 +00 - STA 17 +50
�oRO C306.1 RIDGE ROAD RDWY IMP CROSS SECTIONS STA 18 +00 - STA 21 +50
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( F C306.2 RIDGE ROAD RDWY IMP CROSS SECTIONS STA 22 +00 - STA 24 +74.35
C306.3 RIDGE ROAD RDWY IMP CROSS SECTIONS STA STA 27 +00
A `, C306.4 SHELLEY AVE RDWY IMP CROSS SECTIONS STA 60 +00 - STA 64 +21.90
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C306.5 SHELLEY AVE RDWY IMP CROSS SECTIONS STA 64 +50 - STA 69 +50
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ALLARD CREEK RD.� C306.6 STREET AVE RDWY IMP CROSS SECTIONS STA 40 +00 - STA 45 +50
03 M" C306.7 STREET AVE RDWY IMP CROSS SECTIONS STA 46 +00 - STA 50 +50
CROSS SECTIONS STA 51 +00 - STA 55 +00
C306 VlClill'ty Map -NTS
L 00.8 OVERALL LANDSCA PE PLAN
LIOI LANDSCAPE PLAN
L102 LANDSCAPE PLAN- WET POND
Revisions
1 02/08/08 cod-e Review Construction Documents
Revisions
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1000/o CONSTRUCTION DOCUMENTS
SITE SOLUTIONS m SHEET INDEXam
cool
EXISTING CONDITIONS / DEMOLITION PLAN
EPHEMERMAL .*44HANNEL
Cloo
INTERMITTENT UNIMPORTAJ CHANNEL
79 L:'
Cl 01
1 53 LF ..II
Cl 02
.
Cl 03
PRE-EROSION CONTROL PLAN
Cl 04
POST EROSION CONTROL PLAN
Cl 05
OVERALL GRADING/DRAINAGE PLAN
Cl 06
GRADING/DRAINAGE PLAN NORTH
Cl 07
GRADING/DRAINAGE PLAN SOUTH
Cl 08
GRADING/DRAINAGE NOTES
C109
UTILITY PLAN NORTH
Clio
UTILITY PLAN SOUTH
Cill
IRRIGATION PLAN
100/'/. �� � - ,,-%
C-0t
DOCUMENT'_'S
C200
N DETAILS I
C201
SITE CONSTRUCTION DETAILS
C202
SITE CONSTRUCTION DETAILS
C203
SITE CONSTRUCTION DETAILS
C204
BALLFIELD DETAILS
C205
C300
TYPICAL SECTIONS
C301
RIDGE ROAD DEMO PLAN
C301.1
SHELLEY AVE. DEMO PLAN
C301.2
STREET AVE. DEMO PLAN
C302
RIDGE ROAD IMPROVEMENT PLAN
C302.1
SHELLEY AVE. IMPROVEMENT PLAN
C302.2
STREET AVE. IMPROVEMENT PLAN '
C303
RIDGE ROAD GRADING, DRAINAGE & EROSI
C303.1
SHELLEY AVE. GRADING, DRAINAGE & EROSION CONTROL
C303.2
STREET AVE. GRADING, DRAINAGE & EROSION CONTROL
C304
RIDGE ROAD RDWY IMP PAVEMENT MARKING PLAN
C304.1
SHELLEY AVE. RDWY IMP PAVEMENT MARKING PLAN
C304.2
SHELLEY AVE RDWY IMP PAVEMENT MARKING PLAN
C305
RIDGE ROAD RDWY IMP TRAFFIC CONTROL PLAN PHASE
1 STAGE 1&2
C305.1
RIDGE ROAD RDWY IMP TRAFFIC CONTROL PLAN PHASE
1 STAGE 3&4
C305,2
SHELLEY AVE RDWY IMP TRAFFIC CONTROL PLAN PHASE
2 STAGE 1&2
C305.3
SHELLEY AVE RDWY IMP TRAFFIC CONTROL PLAN PHASE
2 STAGE 3&4
C305.4
STREET AVE RDWY IMP TRAFFIC CONTROL PLAN PHASE 3
C305.5
RIDGE ROAD RDWY IMP TRAFFIC CONTROL PLAN NOTES
C306
RIDGE ROAD RDWY IMP CROSS SECTIONS STA 13+00 -
STA 17+50
C306.1
RIDGE ROAD RDWY IMP CROSS SECTIONS STA 18+00 -
STA 21+50
C306.2
RIDGE ROAD RDWY IMP CROSS SECTIONS STA 22+00 -
STA 24+74.35
C306.3
RIDGE ROAD RDWY IMP CROSS SECTIONS STA 25+00 -
STA 27+00
C306.4
SHELLEY AVE RDWY IMP CROSS SECTIONS STA 60+00
- STA 64+21.90
C306.5
SHELLEY AVE RDWY IMP CROSS SECTIONS STA 64+50
- STA 69+50
C306.6
STREET AVE RDWY IMP CROSS SECTIONS STA 40+00 -
STA 45+50
C306.7
STREET AVE RDWY IMP CROSS SECTIONS STA 46+00 -
STA 50+50
C306.8
STREET AVE RDWY IMP CROSS SECTIONS STA 51 +00 -
STA 55+00
L100
-
L101
LANDSCAPE PLAN
L102
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0 EXI.STING DRAINAGE STRUCTURI a . " ____11 J . -.*- . low­- .
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.......................... .
........ ........... __ --- . 9
, * " *.'...... ­ * " * * NIIIII I OF A6501CIATEP LMLME \ CMS HAS OWNERSHIP OF ALL
. . . . . . . . . . . . . I I . . . . . . . . . I ......... � .... T ---- I
.. TEM. ORARY TREE* PROTECTION BARRICADE 0 . A ,,,I- .7.1 I
0 0 ,,,, \ - . A.
' 0-
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COORDINATE WITH ROAD
IMPROVEMENT 11 HEETS FOR
ALL ROAD DEMOLITION.
.
N
DEMOLITION AND CLEARING NOTESO
. -
1. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A SURVEY
PREPARED BY R.B. PHARR AND ASSOCIATES DATED 5/25/04, LAST
REVISED 1/31/05. R.B. PHARR 704-376-2186.
2. CONTRACTOR SHALL REMOVE ALL EXISTING TREES, CONCRETE, ASPHALT,
AND OTHER EXISTING STRUCTURES INDICATED ON PLAN. CONTRACTOR TO
DISPOSE OF ALL DEBRIS TO AN APPROVED (LEGAL) OFF-SITE LOCATION.
3. PROTECT ADJACENT CURBS, TREES, BUILDINGS, UITILMES, AND OTHER
ITEMS TO REMAIN FROM DAMAGE. CONTRACTOR SHALL BE RESPONSIBLE
FOR REPAIR AND/OR PAYMENT OF ANY DAMAGED ITEMS TO REMAIN.
4. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTIUTIES
PRIOR TO BEGINNING WORK, BOTH PUBLIC AND PRIVATE. CONTRACTOR IS
FULLY RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL REPAIR
AW DAMAGE AS A RESULT OF THIS CONTRACT.
5. SURVEYOR SHALL REPORT ANY ENCROACHMENTS OR DISCREPANCIES
GENERATED BY THIS CLEARING PLAN IMMEDIATELY TO SITE SOLUTIONS
LANDSCAPE ARCHITECTURE FOR DECISION.
6. SURVEYOR SHALL VERIFY CLOSURE AND ACCURACY OF CURVE DATA PRIOR
ELD STAKING.
7. HATCHED AREA ON THIS PLAN INDICATES EXISTING WOODED AREA TO BE
REMOVED. TREE SAVE AREAS ARE SHOWN IN MASSES. CONTRACTOR SHALL
MAKE EVERY EFFORT M SAVE ANY SPECIMEN TREES NEAR CLEARING
LIMITS.
8. CONTRACTOR SHALL MAKE EVERY EFFORT M SAVE ADDITIONAL TREES
WHEREVER FEASIBLE.
9. NO SOIL DISTURBANCE OR COMPACTION,, CONSI UCTION MATERIAL% TRAFFIC,
BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTMTY ALLOWED
IN THE TREE SAVE AREA.
10. CLEARING UMITS ON THE PLAN INDICATE THE EXTENT OF ALL MAJOR CLEARING
REQUIRED, CONTRACTOR IS ALSO RESPONSIBLE FOR ANY INCIDENTAL
CLEARING- REQUIRED FOR MINOR DISCREPANCIES IN GRADE, UTILITY
INSTALLATIONS, EROSION CONTROL MEASURES, ETC.
STREAM DISTURBANCES (NEW)
PHASE I DISTURBANCES
PREVIOUS NW39'PERMIT
CHANNEL TYPE
LF DISTURBE ) -
EPHEMERMAL .*44HANNEL
551 LF
INTERMITTENT UNIMPORTAJ CHANNEL
79 L:'
JINTERMITTENT IMPORTANT CHANNEL
1 53 LF ..II
PHASE I DISTURBANCES
PREVIOUS NW39'PERMIT
CHANNEL TYPE
LF DISTURBED
DESCRIPTION
. 88 LF
JINTERMITTENT IMPORTANT CHANNEL .]
144 LF
I
( WETLAND DISTURBANCE (NEW)
WETLAND IMPACT 0.34 AC
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I,
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ARCHITECTS
INa Plaza
101 South Tryon Street
Charlotte, North Carolina 28280
7041332-7004
[_-] 10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
8431785-6801
F-1 2530 Meridian Parkway Suite 300
I urham, North Carolina 27713
9191806- 4399
F-1 155 East Boardwalk Suite #400
, ort Collins, Colorado 80525
9701232-3125
I
2 3 2 0
W. Morehead Street
Charlotte, NC 28208
Landscape Architecture
1.9
Site Planning
Civil Engineering
www.sitesolutionspa.com ,
Telephone- 704-521- 9880
I *
I acsimilesss 704 -521- 8955
- CADD# 2870
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7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
DATE
DESCRIPTION
�`D
'1'/ 2 8 ,'O 7
100/'/. �� � - ,,-%
C-0t
DOCUMENT'_'S
PROJ-CT NO: FWA 2291.02
DRAWN BY: JER
APPROVED BY: BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
THE FWA GROUP ARCHITECTS.
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT IS PROHIBITED.
SHEET TITLE
EXISTING
1111 ��,
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DEMOLITION
PLAN
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W8 So. FT 7
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ft I I 'Pttg�4;� - 1 _'7 __71 SO -4019946"E 865-16 TBEARING & DISTANCE UNE BEARING & DISTANCE
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V800 WL1 S74!491
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PROPERTY LINE (NOT SURVEYED) WL2 S4502309 -PE 2.53 W 15.76
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RIGHT-OF-WAY LINE (NOT SURVEYED) ��4P --745, WL3 WL97
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LINES NOT SURVEYED WL5 N3V3708)N 0.40 N172028"W 14.57
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UTILITIES: < 0
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597425.2734 *1 /17$- V%J I _162,42. - WL8 N81*1845*E 11.72 NO(Y2740V 24.70
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MY Ll
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1-800-357-3853 HELP DESK I I / -1 '1z ?5-m M BUIDING u� 1 1 .4f r it I I I I f 73L� /. / 11 .e p .1.1 "1 1 .*'% %.,-ft . / li AlIw \S 4' 0 WL105
192.091 001 WL1 1 N7,r2325*E 14.86 N3(T,',?515*W 19.50
Xk4 (Ile or ,00' *-1-
7K.7 vy 070441 *E 16. N4510154V 14.91
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[phone] NEW CONNECTIONS 74&7 59730.0529 y
Lu 5%97259 0 7a" "W 32.42
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[phone] EXISTING SERVICES 74m E 147,458& oo,
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IIN 74" 747.4 L -(.* !Z. -i o ,or 00,00, 41 o0o — -IIIIII'-ft \ \, X WL20
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WETLAND CERTIFICATION S 30 979 is P. u14 1 N�W 1341 PE 22. N395954"W 21.54
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01 741L0 WL27 N2TO7 WL121 N493912V 21.16
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THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS all ,447.3
00? *-A�T_ WE o"I w--* %.,..
THE BOUNDARIES OF JURISDICTION OF SECTION 404 OF THE CLEAN yj IPA F, WL28 NOT 11 13*W 15.12 WL122 N6F5839"W 22.15
lit 74" 4up 9
7.4
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WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS 000l v 3S
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7*7 dj 747.4 1 1
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DATE. UNLESS THERE IS A CHANGE IN THE LAW OF OUR lips 7403 WL30 NW3629mE N674122*W 26.60
PUBLISHED REGULATIONS THIS DETERMINATION OF SECTION 404 LSSROamn.. go N
740 4Vb
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7
6 WL31
JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO t 4f A41 N3F2405*E 16.88 W IM N662144"W 37.73
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1 [72" hul FROM THIS DATE. THIS DETERMINA71ON 9 K32 S6lr2517*E 21.10 WL126 N090738*E, 40.98
$7, 1 1 174064 1 1 WL1351 G511 It
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WL127 N 1,TO422 37.93
WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS
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/,0000 79L4 711U 7vu 754S I
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MBX MAILBOX / / MIN 761A\ 7WA WL1 78 ftwoo* <0
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75 78LO 7NA \ WL87 WL1 81 4757"E36.13
INV INVERT 751A 78" \*% N AREI:'-J9,521 0. FT *41 N670641 *W 20,Q3
-751LO I me TAX NUMOR 029-471
I
two - 7m3 01073 ACRES
SI SIGN 39 EOT 1Z PART OF 17, BLOCK"A , RAOOD ACRES N WL88 *W 17.67 WL 474556"E 58.51
GR-757SB 7W NW5808
711L3 r.,
28 Iff mm 9-W MA
79M IN f M -I 7WA 7&k WL89 W 183 8g:�6*04"E39.%.I
ftI -ft. \ %% i% 1A16 AREA: 227,239 SO. FT \mg N6%T5254!E 17.64 W
mill- \.71L7 76 *A" %%% '\�V167 ACRES *16 \ma WL1 8 5.57
POB - POINT OF BEGINNING 71U -I% 4a 1% *% 28 (y20`2j'*E 3
64 WL90 N4 -C39511
4/#
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GEODETIC SURVEY -T BOARD OF EDUCATION A] 7 N20400V 22.39 W1 'R- 8"E37.38
f 66. HVAC HEATING, VENTING, AND AIR CONDITIONING Tm \m" 7m S6
N LZ 7JL2
lam
Cc.H AR LOTTE-MEC KLERBU RG 7W WL92 N0105052*W 13.79 WL1 86 §T30*5Z"E52.25
�pe UTL.MKR-UNDERGROUND TELEPHONE MARKER 3v oar. 3y I M 97
76
TAf-"M 029-471-0 & 06 WL93 *E 17.59 1,11(T 18`5
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v uj U. C>
u C%4 WL1 8 42.29
12 7*7 1TV kMP BOOK -CABLE BOX N58
W 0 Co Z14 81'64445"E
CBX 7624/ z4yv J� III ? AR5A: 52,245 SO. FT.
22.7 164 ::::::: * -4
34"m : . : . I m&OARD OF EI&WCAT16t.. 7m
EBX-ELECTRIC BOX 1.1994 ACRES 12 MA WL1 9
HARLOTTE-MECKLENB uj 04
C on$
L WETLANDS AREAS
70U 29
43 M 17S4-271 MA It % In "00"E3
-ELECTRIC PEDESTAL a:1
WL1 91 0.02
EPL m60ARD OF ED III N nu.A. MY -02
TURNBERRY SUBDIVISION TAX MUM 029-471-15
PAR7 CHA�LOTTE-MECKLE BUR6
BASEEM 10f LOT 18, BLOCK 'A - MDGEWOOD ACRkq WL192 60*09"41"E28.29
PA.BX-PAPER BOX MAP BU 26-391 66 % 7m su Fm N BLV -757 MAP m 9-93 1 DEW 17394-248 WL1 9 10*31 11 O"E 32.69
AS.PT-ADDRESS POST A19 : : 3 - . . 756.0
AS i�� 029471-13
70" 7M 70"
A " RMI6EWOODACRES
LOT I AREAS DELINEATED
67 Mal
-SIGNk BOX 2 MAP 2
SI.BX 75LI AREA: 140,963 SO. FT. 50*25"E 23.60
t9
As
CP 3.2361 ACRES
BFP-BACK FLOW PREVENTER 4& % AREA: 19042 SO. FT. WL195 Q5`47'19"L50.08
C2 WETLAND "A": 30,802 SQ* :T,. OR 0707
A20 4.552k4 7W
WL1 96 19934"09"E31.24
CpI 7r 2ES C)
MB.BX-MAIL BOX #A %ft. 75" 30
A2.1
7NO 780
C%4 7WA AC*
NOTES: N WL1 97 41`38"IZzV20.%04r_
W 198 27*28"25"E23.32
TED WITHIN n
JWW' 1. NO REC LOCA p 1 nRc; qo ()p n ()9A.Q
2,000 FEET OF SUBJECT PROPERTY.
2. THIS MAP WAS PREPARED WITHOUT BENEFIT OF A
TITLE COMMITMENT REPORT. R.B. PHARR & ASSOCIATES,
P.A. DOES NOT CLAIM THAT ALL MATTERS OF RECORD
WHICH MAY OR MAY NOT AFFECT THE SUBJECT PROPERTY
ARE SHOWN HEREON.
3. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS
MAP IS APPROXIMATE, BASED ON INFORMATION PROVIDED
BY OTHERS OR BY FIELD LOCATION. UTILITY LOCATIONS AS
SHOWN HEREON ARE INTENDED FOR PLANNING ONLY. ACTUAL
LOCATION, SIZE, OR DEPTH OF LINE SHOULD BE VERIFIED
WITH THE INDIVIDUAL UTILITY COMPANY BEFORE CONSTRUCTION.
4. SUBJECT PROPERTY ZONED: ' R -
ZONING PER CITY OF CHARLOTTE ZONING DEPARTMENT
MINIMUM LOT AREA 10,000 SQ.FT.
MINIMUM LOT WIDTH 70 FEET
MINIMUM FRONT SETBACK - 30 FEET
MINIMUM SIDE SETBACK 6 FEET
MINIMUM REAR SETBACK 45 FEET
5. ELEVATIONS BASED ON MECKLENBURG COUNTY MONUMENT
"MC 049", ELEVATION 746.90 (NGVD 29).
6. IRON PINS AT ALL CORNERS UNLESS OTHERWISE SHOWN.
WLI 99 48*36-36DN7-
4 . . .:.:.j -.0
v % v . :..:. .- .. - . .. . A.., 16.91 0] Mu
S73040056%,
7219dRI 7W
:A Of WL200 83*01 *37V34.87
W
75U
A*
X ACO
f: OT23*31 V3
Nx 0 �s ARD OF EDUCATI
1 06 $4 - :*�%� - - 3 WL201 7.86
-mr OUT -748.70
rm a WL202 0,V 18" 1 5"W47.33
0- V'��OARD OF EDUCATlf$N CH. ARLOTTIECKLEN
I tj
MM IM -251
SH -759. "!p7::: 66% 4 CHARLOTTE-MECKLENBURG ON WL203 71*12'13"W37.99
9% TAX WMM 029-471-12r0I 31
A IN
::7"A MWOOD
3 Z BLOCK 'A RD 78" M)a AREAS DELINEATED APRIL 289 2005
Z I A25 WL204 23032"41 "E 39.81
N . . . . . . . . , . )m
- .0 I..Gb
wo ... . . " RIDGEWOOD ACRES BWK SA
LZ3, 7 5 8TO3*22"E24.3
. 3A W 31,7 65 SO. F
L 7
I�A A36 mONREA W LAN D "A": 87,829 SQ,,FT,, 2.0163 ACRES wL201
AREA-:� 9s459 SO FT 6. 7 29? ACRE WU06 #17"E 49.91
CTTY OF CHARLOTTE 71" \ . : . . : �602
W24 -M 09
-.-. m 7 .9059 -ACRE ntl A Ft
MM M -281-M !10 '.. in 1 7&" 73U 7,V2O* 1 4"W36.4.2
15410 70" 71MA S L207
60 Aj 7m 70&1 0 WETLANu "B" )1 0.0503 ACRE
TAX I __,0 2,1 C SQ,FT
MCT 1, RMBWOOD ACRES 75" 1 33
7"A
WLI
4
MAP 9-93 �Y
in"
34 TOTAL WETLAND AREA.
A26 '40
B 7W
Ir. III. .. I :: .:: -i * -�w N I m 11 121,907 SQ. FT. OR 2.7986 ACRES
'mim k1A
INI 7"( 7W
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A /75U 70&9
X
78U mn
A3.1 r
79"
0.
A27
, . I EPHEMERAL CHANNEL
A30
A 34
7M 7
7W 7a"
70M tow.& -1-01IIIII
0 B3 _'I
W DELINEATED OCTOBER 2002 580 LINEAR
uWm ug GRID COORMNAMSO.-I
t CHMARK: RAILROAD SPIKE IN PO GRMN-595,406.013Fm
fthl., 68 3034 FE 083) f
-761.37, or
an POLE ELEVATION '%% "I m I GRIDE-1,475,1 4D FEET.
-ftla-1 )% NJ f.
UV -759.
7W 28 A29 C11 doe- TTALT V%%%- 12 7m %0
kv -&-I NL4 CIO R TOTAL AREA: 2,635,368 SQ. FT, OR 60,4997 ACRES
I . 0 . --76o... A& -Mo, 3
0
0 Ll 7W
&00
a-" -7 40-4 of
mp 80' 80' 160' 240'
7 .0
7su f 3tp �P.:
lop SCALE IN FEET
--oft 16 0
,CURVE TABLE LINE TABLE ANTHONY BLAKE CARAWAY 00 N it e,
801
C B DIX mmm on m -n .3
URVE RADIUS ARC CHORD BEARING & DISTANCE UNE EARING & DISTANCE *0
---I Uff 7Z M8 26-1
I I ME) WWI" mcwUMURG COUNInmofflimEw "mc 049.,
C 1 (TOTAL) 2ts/ 233.40 N2915'08*W 227.07' Ll S1 4!01'30ffiE 46.30'
lox rj=N-590,,W27FEFT0VAD0
GRME-1,480,149.53MET(MD83)
ND "B fANU. JA
C2 2870%f%f 107.10' NOT411 7*W 106.49' L2(,nE) N65029'53*E 44.83' FLE VA 7TON- 746.90 MET (NGvD 29)
JUAN ALVEREZ ROBERT SACHA KRAVCHUX lwgpn 7m comAmaM FACrOR-0.34M350
DEED 21502-467 DEED 22359-190 000001- L
C3 287.99' 126.30' N3T54 23N 125.29
tAx Kqm 03-M-74 TAX PRIM W -I13 1 A.S DEL INEA TED,
Wr As 10 N -M I Wr 7% W N -M I REVISIONS
C4 S39*20'37*E 83.84' IV 0 COMPOSITE MAP PREPARED FOR
JERRY DEAN SEAROOKS J4PRIL 28, 2005
C5 557.83' 111.65' S2T29'00*E 111.46' 1 fob MM 3112-2% TROY L A ARNETTE
Ile BOARD OF EDUCATION om us-=
A DIX MAM an
--ft-oft CHARLOTTE-MECKLENBURG TA MJWM 029421-27 TROY L JR ARNETTE CHARLO E-MECKLENBURG SCHOOLS
135.27 p -%e -y- -,r 4
C6 82.25' SOT 19'50"E 80.99' p ITM-264 1348-M
TAX WJM OM471-10 TAX NAM On -IS TO
LOT 4, BLOCK "A" "LWOOD ACRES IN RE- HIGHLAND CREEK
C7 642.51 92.55' S3F20137DE 92.47 013 f
C FLOOD CERTIFICATION
3AM& ft - -0. 1 1 W = " - (AS SHOWN)
1I __ 1.----3 a - - BOARD OF EDUCATION THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS NOT SHUW DEED REFERENCES
C8 617.83 123.65' S29*29'00*E 123.45' 111 1- AREA: 31,851 SO. FT. #
I. 7UN JI CHARLOTITE-MECKLENBURG LOCATED IN A SPECIAL FLOOD HAZARD AREA AS SHOWN ON
e::::: �_ %I Au mm IM -W 0.7312 ACRE WkPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT MAP REFERENCE. (AS SHOWN)
C9 195.27' 135.70 SOS50'30*E 132.98' M"�!t 6 f
I m I I 1 1%. BOARD OF EDUCATION 7AX KOM 029-471-M AGENCI FEDERAL INSURANCE ADMINISTION, DATED TAX NUMBERS.- (AS SHOWN
**% 11 LOTS, BLOCK"A"R,0GEWOODACRES
C10 1200.0 232.48 N5TO1 55"W 232-12 "111 7" 0 -p -M 0.0-I w- CHARLO7qE-MECKLENBURG FEBURNtY & 2,QQ4 COMMUN[a PANEL 3711900088 & QQ89,
0' METRO -RIDGE DEV. Wp on 9-43
f I 1.0w lop .11 imm DO -173W258 AREA: 31,740 SO. FT. B CHARLOTTE, MECKLENBURG COU 4TY, NORTH CAROLINA
C11 v0zluu 375m N75*46'07V 373.27' 0-01 asv�__ I&WTA TM NLqM 02"71-M
__*v6WIIImw_ MAffit 029-0-52 0.7286 ACRE AW9M
J06 nm LOT 6, BLOCK \4 -, ROGEMOOD ACRES 04 THis w
C12 962.00' 125.78 NVY19'39"W 125.69' ma I % v Cos MAP W. m 9-93 CHURCH BETHEL OUTREACH THIS IS TO CERTIFY THAT ON 'ME 25 DAY 0 F MAY 20 %WN R.B. PHARR & ASSOCIATES, P.A.
-I -:�Ov 1 1 1�4 t
r W 4"-R WAS PREPARED UNDER MY SUPERVISION AND THAT NO NEW BOUNDARY AND NO NEW FIELD LOCA710N WAS PERFORMED SURVEYING & MAPPING
0 F2 D IS NOT TO BE USED FOR +91 &M ML
C13 962,00' 124.39 N7574b au*W 124.30 AREA: 26,V6 SO. FT. MM 1841$ 19-131 IN ITS PREPARATION. THIS IS A COMPOSITE MAP MADE FROM PREVIOUS SURVEYS M
11 ! I ,I I ft 0.6qO9 ACRE TAX MNB
rfjj(j MCCAR HOMES ie;# I 7%C RECORDATION, CONVEYANCES, OR SALES. THIS MAP IS NOT INTENDED TO MEET THE MINIMUN STANDARDS OF PRACTICE AM 42 E LANE CHARLOTTE, N.C. 28204 TEL [phone]
060- A DEED 196* -581 MB 40-227
C14 APPROX R& KIM ANN ANT WOLFGANG SF 3t MCCAR HOMES 0 HAWTHORN
As" FOR LAND SURVEYING IN NORTH CAROLINA BOARD OF RULE. 1600 (21 NCAC56).
962.00 125.49' N&T13'07V 125.40 %01 1& 759.41 12276-104 DW 15349-775 CEID 19629-581 W4 TAX MO& 029-M-01 %
NW 2=-815 DEED 1 .02 tph" CREW. RAWN REVI
_I; Ax mim IAX ;46 . -1 SCALE: DATE: A LE N 0. W -2880C
C15 1545.00 5-7.03' S53*49'31 "E 57.03' W mmm on UM 029-IlM MPAErt 029-M. Tm MR SIGNED I
Lmlmni � . uIr 1', am I Lor 0, sm 5 Cos MB 4"77 GW TC JH 1 �80 MAY 25t 2004 JOB NO. 72224
MB W -M me k:* M8 44-1
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ARCHITECTS
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MARK
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CONSTRU!"T 101
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PROJECT NO: F1�VA 2291.02
DRAWN BY: JER
APPROVED BY: BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
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A SHEET TITLE
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THESE DRAWINGS AND THE PROJECT
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�. .,,.`�,.d ,.,, �, ...� / I f. o•r ,� EMERGENCY SPI LLWAY /
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STATION � a �b^J
INRIAL CONSTRUCTION S�EC�UEIVCE�
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2. CONTACT THE NC DEPT. OF ENVIRONMENT, HEALTH AND NATURAL
RESOURCES (NCDEHNR)/LAND QUALITY SECTION TO INFORM THAT
CONSTRUCTION IS READY TO BEGIN AT [phone].
3. INITIATE CONSTRUCTION PER PRE -EROSION CONTROL PLAN. INSTALL
CONSTRUCTION ENTRANCE, ORANGE AND TREE PROTECTION FENCING. CALL
URBAN FORESTRY FOR INSPECTION OF TREE PROTECTION FENCING PRIOR TO
CLEARING.
4. STAKE CLEARING LIMITS.
5. INSTALL SILT FENCING, CLEARING ONLY AS NECESSARY FOR ACCESS AND
FENCE LOCATIONS.
6. INSTALL INLET PROTECTION AT EXISTING INLETS NEAR SEDIMENT BASIN PRE -
1 AND INSTALL STONE FILTER BERMS NEAR FES -40 AND DI -47 PRIOR TO SITE
CLEARING. EXISTING DRY DETENTION POND A, WHICH HANDLES THE HIGHLAND
CREEK ELEMENTARY SCHOOL DRAINAGE, WILL REMAIN INTACT AND FUNCTIONAL
DURING THE PRE AND POST EROSION CONTROL STAGES.
7. CLEAR AND INSTALL ALL TEMPORARY SEDIMENT TRAPS AND RISER BASINS,
CLEARING ONLY AS NECESSARY FOR ACCESS TO THE BASINS. REGRADE AND
CONVERT EXISTING DRY DETENTION POND B INTO TEMPORARY SEDIMENT BASIN
PRE -1. INSTALL PERMANENT POND C CONTROL STRUCTURE, DISCHARGE PIPE.
AND CONCRETE VINGWALL. INSTALL TEMPORARY SKIMMER TO CONTROL
STRUCTURE CS --C.
8. INSTALL DIVERSION DITCHES AND ANY LININGS. SEED DITCHES IMMEDIATELY.
INSTALL ALL SLOPE DRAINS TO DRAIN DITCHES WHERE REQUIRED.
9. DO NOT DISTURB WETLANDS WITHOUT APPROVED WETLAND PERMIT.
CONTRACTOR TO CONFIRM C.O.E. PERMITS ARE APPROVED PRIOR TO
DEMOLITION/IMPACTS TO CREEKS. CALL SITE SOLUTIONS AT [phone] TO
CONFIRM. CONSTRUCT PERMANENT STORM DRAINAGE WITHIN CREEK AREA PER
PRE -EROSION CONTROL PLAN.
10. CONTACT NCDEHNR/LAND QUALITY FOR APPROVAL OF MEASURES, PRIOR TO
GRADING. [phone].
11. INITIATE DEMOLITION, CLEAR AND ROUGH GRADE SITE. STOCKPILE TOPSOIL TO
BE REUSED. HAUL OFF REMAINDER ALONG WITH ANY ST UMPS/DEBRIS TO AN
APPROVED WASTE SITE. ANY OFFSITE RELOCATION OF ADDITIONAL CUT MATERIAL
MAY REQUIRE AN ADDITIONAL PERMIT THROUGH NCDENR.
12. COMMENCE DEMOLITION OF EXISTING HOMES NEAR RIDGE ROAD AND
REMAINDER OF DEMOLITION WORK.
13. "ROUGHEN" SURFACE OF SLOPES WITH EQUIPMENT AS SLOPES ARE
PREPARED TO FINISHED GRADE. STABILIZE W/ SEEDING IMMEDIATELY.
Q14. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY
SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED
AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE
CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
15. ROADWAY CONSTRUCTION MAY HAVE ALREADY BEGUN DURING THIS INITIAL
EROSION CONTROL CONSTRUCTION PHASE. CONTRACTOR TO COORDINATE
DISTURBANCE AND GRADING CONSTRUCTION OF ROADWAY WITH ROADWAY
CONTRACTOR. CONTRACTOR TO CONTINUE TO COORDINATE THE CONSTRUC110N
ENTRANCE LOCATION AND ENTRANCE ROAD DURING THE ENTIRE EROSION
CONTROL INtT1AL AND POST STAGES.
16. COMPLETE ALL CONSTRUCTION WITHIN THESE PROJECT LIMITS.
17. EROSION CONTROL MEASURES (BASINS, FENCES, DIVERSION DITCHES)
DIRECTLY AFFECTED BY THIS CONTRACT SHALL BE MAINTAINED/REMOVED UNDER
THIS CONTRACT. DEVICES SHALL BE MAINTAINED TO MAX. 50% CAPACITY UNTIL
AREAS THEY SERVE ARE FULLY STABILIZED.
1 S. PROVIDE PERMANENT GRASSING FOR ALL DISTURBED AREAS NOT COVERED
BY BUILDING. PAVING. OR OTHER LANDSCAPED AREAS.
�..,, ` � 1, \, -�. ` .`�9J�/ - i // � .- �- � � � --- ,_,_ �.. ,_ ^ . � �. ` \ � � � � q - - - •... nr�i RCPT DURING�THI3 gTAG�. �� , � - ,- CONTRACTOR TO 19. AIL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C.
DI 21 ` '� �--Dj 22 // � '� ,.,, � � � �• � I f r 1 - - - EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. U.S. DEPT.
-. �� � i _ f,. -- -� - � - - - � � �, � � ., i � I t � I 1 I s � ✓ f � r \ ` f � 1 < < � � � � n � noN of
-.,` / �. / � \�. � / // / - � � � v .� / OF AGRICULTURE AND THE SCS.
D ��� i � 20. DIUC�NTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES
�s�. �` ,'' �G'' � � , �////�j � ,,,^ � �'' aY NOTE: S�UNTPS%E�'�:��lJ ��� � � J � { � � � �� / �,, ..- -' ...- -1' �„ S � .� /11 H }, 1 24 g� TMILI R O WN R.O.W. AND STRUCTURES TO MINIMIZE EROSION. MAINTAIN CLOSE CONTACT WITH THE
`" / ` � � � � ~\ "� / �� -- -�- '' � ` \ "� � + � ` / '"" � � �`` �- 1 I � 1 �� � � CONTRACTOR. NCNRCD/LQ SO THAT PERIODIC INSPEC110NS CAN BE CONDUCTED AT
'�J `-- ,,� � / ~' �, ` / �'�` -- _- --'', j���.- -� _.. -- -- - �' HAl'.�LED��N AR���Q,� ti ,,,, , ( ( ( ( � �l � � ~- J MP RISER � SKIMt�A R 20 � I � � a APPROPRIATE STAGES OF CONSTRUCTION.
� '''^�/----� "'� �' �.. � , �l��/r/ r � �' � WASTE �I�E�.�.RELO�T� d `� � � I I � � � � t � � � _ � � 21. EROSION CONTROL MEASURES (BASINS, FENCES, DIVERSION DITCHES)
!�. ,` �.� %�`�.� , �� / j////�, _ � � �„ � �..._ ` �„ ,,,� \ � � � J � � f J / y DIREC1tY AFFECTED BY THIS CONTRACT SHALL BE MAINTAINED UNDER THIS
` �-.� ` j � .,� ! � I �//�/�� '~- -..,._ _,_, -- ..- -• � MAT.ERI�4L OTV�IZE � � � ti � �. I 1 � � � � f I f r 1 � � �� CONTRACT. DEVICES SHALL BE MAINTAINED TO 509E CAPACITY (MIN.) UNTIL
''� �- '` `` --- �*` � � � 1 � \ � f / � � ( �� AREAS THEY SERVE ARE FULLY STABILIZED.
� � -- //�� /% `" '`� .., ` f,,, .--� � � � � � ` "� -� \ \ ~ � �� � , 1 O `,.,, � � \ � l / / , " (I 25 $ 22. SEDIMENT BASIN �3 SHALL REMAIN IN PLACE AS BEST POSSIBLE UNTIL THE
� % \ �. `� I \ \ \ / / ` � TRACK STORM INLETS HAVE BEEN INSTALLED AND ARE FUNCTIONING.
�� �.. � �- / �f , i � ,. � ,,,, -- --- -� .._, _ .r,,. -......_,; � ,� _.._ .,,_ � � �' (� 1 f 1 � � INSTALL PERM.
� � �� � �~ `��.� `� �` � ������r / � / � i'� �' �i � -' � i- = = -- -� ` .`..,_ ,: � � `' -- � �� � \ � � v�.. j � � ._ -- _ / � l � \ c� � 1 e� STRUCTURE W/A N
/ � � \ \ \ � \ 1 / - - S PRE 2 � I � � � ,� � PORTION OF PERM. 15
\ 1 � r, k��., a. „�.,/., �/� / / / / / .- r'' � � ,,,...- � / ,- ,.� � �.-- -� � � � � \ �-- a � � \ \ i � / � � L � �� RCP DURING THIS
� � '�� r'iii'� / � / / / .-' i �, i � � � / _..-`.` �: � \�' � 1� 1 ` � 1 � \ \ i' / � ��� � aC 1 ��. � \ � � � � _STAGE. PERMANENT SEEDING
� l \ � � � � �,. / �, � � '� SURFACE PREPARATION
�.� � � 1 � ` -� �� �� � tt ; (/; �� / ;,.'';,, f � ,.,� - _ � � � � 11 t � � � \ � � \ � � � � l� � � �� _ _ _ �� � � Phi@-Dev. %�rea 2 ,� � �, � � � I�! CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
� "�' ,� r,.,. � f � � � � 1 � I � � � , �� � � ,` - � � s� ADVERSE SOIL CONDITIONS, IF AVAILABLE. R►P THE ENTIRE AREA TO 6
;,� � ` / ��4 �'" � ��` °' ` � �` `%'" ``� 1 1 � � � � - � � l � �l ` � � / � � 1 � � � \ � / � � Drainage Arcea = %.1�aC. �, \ �" \ z� INCHES DEPTH. REMOVE ALL LDOSE ROCK, ROOTS, AND OTHER
� � � � \ � ` �� � � `� � � � � �, �. �`� � �� �� �.,,,� ��,���,� �.� � � 1 � } f � � 1 j f 1�l l ,, y �� � / � \� �C�Od3 = 3.86 a� � � �, � I � OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
� � .,,. \\ '� � i t � � ,,� � .,, � •� / i � �.. \ �y SOIL AMENDMENTS
� �� � .�- - � s � 1 �..,�.� � � � � �� � �� \� � �� \� ��., , , \ � �� � �� � � -� � � _ �� � � � Gra��Meadow = 3 ;tic. '` s - -
� � � � .;\ -� --.. � .,, .,� .,.� � �.,, �. .i -'i � � � �'" -- ..,. i � � � 9 �` SEE SPECIFICATIONS
. � � � � � 1 'fes. �`� � � �. \ `7 � � �� �,�� � � � �i -'/ ��j �j , � �s � \ I � t ,..
� � � ,.....,, �� t � `� � � � ,� 1 � � �� �.� �.�'� ..�'� .= _,,., ,� i� ,r �� i \ Imperv�us �.��aC. � BAFFLES TYP. �. 1
� � � � � �` � � � � � � i � �� ` r � �� ��� ��� _..� �i ����� � � � 2 � -- - -- .-., � � � \ �'� � � I 2s � AFTER COMPLETED SURFACE PREPARATION, SEED AND MULCH AS
y \\ � � � \ � � � � � � ' 1� � � ` � / �� \ � � � � `� \,�� `� _- -- � �i� �i''� � � FENCE 20 I � \ � � � � ` \ � \ � �I I�r SPECIFlEO BELOW:
� \ � � �' `� � � � � 1 � � \ / � �� 1 � -�' \ \ `' i � � _. 1 1 � � 3 SEEDING MIXTURE (Non-Athlet1c Fietd Areas)
\ ', � � � � � �` � � 1 � � i � � +� ) � 1 � ' �,o ,� t ,,� �`����-�IVCE � f � -�' � � � � � �� -- �. � � " I � W �; SPECIES RATE (LB/1000SF)
� � � � ~ � � � `' � � � t � � ��� � � � f -- -' r � \ � \ I \ � \ � � � COMMON BERMUDA 3
� � . � � � � � � AREA 4
�, \ � � � � .� � t 1 � I � 1 � � \ ` � r i ..� � t- '' r `' � � � \ J \ 7 \ � t � REBEL 111 FESCUE 5
1 � �� � � �. � �' `--'� � 1 1 / 1 �� _' * \` / O vV a , \-• � \ \ � DITCH TYP, � � � �S� �_
� � ` � � � � � � � �\ � �. � � � c? SEEDING DATES: APRIL 1 -AUG. 15.
� ,,� � � � � � � �, \ � �,` � � 1 f I � 1 '� \ � � �. � �.. � Al � �f ��` �,,.,_ ..-� � ��U�ON � � � � � � � � �� I � R � � NURSE CROP: BEFORE MA Y i OR AFTER AUG 15 -ADD RYE GRAIN �
�. �` � � � �' .,, `- v- -- -1 � f i � � � � � --�5s.,, � � , \ CONSTRU�ON LIMITS AND \ �� � �1 v 40LB/ACRE
� � � ` f : ^' -... LIMIT3 AND �
� � � � � � � � � � ,� �` ` � 1 j � � � ,..,, o C � � \ DENUDED LIMITS LINE. � � � 1 J MULCH
a"a�NE � � : D�NUD�D LIMITS \ � j m
�. � '� ` � \ � S \ �l � f ...,, _ ,,� f ��j J � ,o"PINE�'i ��' � � � � e � � � `` � \ ASPHALT NETTING OR A MULCH ANCHORING TOOL EROSION
LINE. � � � �� � � APPLY 4,000 LB/ACRE STRAW (GRAIN). ANCHOR STRAW BY TACKING WITH
l ., `. t \ � � � � 1 � i � l 1 � � ` `1 A18 � � `` f .-� 5�--1 �, � � � � � ` � � � � � � � �, 11� � o" EMULSIFlED
� � � � � t \ � i lJ � l ♦ ! � ) . � � 1 � � � i! � CONTROL BLANKETS SHALL BE USED WHERE INDICATED.
� , � � \ \� \ � �` �' '� f y � / ` �� i FENCING 2 � � � l \ �� � \ ( 1 `� �� �� it � MAINTENANCE
�` � 1 1 .,, 1/ f / �� � � � \ � � 1 � � � REFERT1LfZE IF GROWTH tS NOT FULLY ADEQUATE. RESEED, REFERTILtZE
J � � ` 3 : ..� - : � � t \� � � l �� � � Tw ANO MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
� � � , � � � -- -- �- � � � � � i � i � � UNt�ISTURB�D � ., S� E-3 �� �� `i , � 'rl
L -� _ _� � _ _ ,� � ��,� , � , W � � � 1 \ F4R�STED AREA � � � � � ,
� N DA- 78ac. �
,, � ,.�. �,_ �.�. .� f' � � � ` sE /f ,� � , � -. ,� \ � DIS �r �'
� t � r Azo � � � � Pre-DeV� rea 3 ,- � �
t i � � � � �� ` `��,, ,�, � Azl � l ti � � .• � AREA � � NOTES
'� �' � � � � � � � � EE �- _ _ ,�,�,�3 � i � � Drainage Are`' 1.78�� �. � � ��
� � \ � W p � ` \ `� --, d... � `�:. ` � _ � j 1� 31 i. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
� � � � �" :: j t BaI^G SOLI 1.7SaC. I �. aC. VIOLATI�1 OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS
\ � `r � � 1 � � ; 1 � �! � � \ t � � SUB.�CT TO A FlNE.
i � �, �� / ��� � ,� � � �� �� 2. STABILiZATiON IS THE BEST FORM OF EROSION CONTROL. TEMPORARY
t'L � �l � J A22 '�� WETL�g1yD `4 � I i' ,`� _ Q SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE
W
v �` ` J �S. ..:: :. , ASDELINEATED: � -�.: .. .. � ; : :.: `�. �f � �' O I � 1 �� N DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS
� -- �- -- `- "` "'' s PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL
�� ,� � \ � A23 � APRIL 28, 2005. .. ; : ..:. :: ; : � �
� � � GRADED/EXPOSED SLOPES MUST 8E SEEDED ANO MULCHED WITHIN 21
1 � n : 7 FT. OR 2.0163 AC. � � � ' � „� 33
�% .- s a2s sq. ` � � CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE. PROVIDE
a .O � 1� �, ` � A2 X185 A36 15 ��j� � / y � � � � � PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15
A35 � 2 , / � � � I �� ' '�- WORKING DAYS OR 90 CALENDAR DAYS. FOLLOWING COMPLETION OF FINE
a c9 i ` j A2s w���'t n �
� � TH jf�AP ATO BE U5E IN �� I 10' STON SPILLWAY ` N1 � GRADING.
(T, � THE�PIi'ML R0510N 5 AGE / = h� � 3. ADDITIONAL MEASURES TO C�V'fR� EROS70N AND SEDIMENT MAY BE REQUIRED
`�+�+ E � 3 ��� ��/ �� ELEV. .03
a ` �•P ONLY. R ASTER 7TdACK � ._.. � � � BY A REPRESENTATIVE OF NCDENR STAFF.
• p- �' .. . '. ::::::.: .:.::::. : :.:.:: : ..::;:.:: w 4 5T0RNi 5Y TEM SEEN 3 1
CITY CF CHARL » 8»p ..� .: . , : . . /.. . , ...\ f 4. ANY LAND -DISTURBING ACTIVITY> 1 ACRE REQUIRES COMPLIANCE WITH AL.L
gp24--342 a 3 .. • ..... , .. ... • ...: . .. . :... . . . , ,,� A33 1�TALLED D PUNCTIOI'lll�. I i 1 CONDITIONS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER UNDER THE
DEED �A / , .�
��-{� ... . , aD B 34
TAX l�l�� 029-' o . :. . . . . / . , f ... k \ I I \ 0 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(PERMIT NO.NCG010000�.
TRACT >> A A26 . ; .. .. • .:.. I : ' .... ' .....:. / ; : ' .: ' :. �. .. • . I ANY PERMIT NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND
_93 �► �� . 3 2 / 1 I I T
• 9 / MAY REQUIRE ENFORCEMENT ACTION BY THE NORTH CAROLINA DEPARTMEN OF
• 1�IP' �ODK � . ; .: , .:.:. - ...:.... - .:.: - . 11` L
• . . . . .' . �- �. FENCE TYP. % aC I S C TACT
t ` r! . .. . V'1 31, B .. , . . ; 2 ,�,p ENVIRONMENT, HEALTH, AND NATURAL RESOURCES.(FOR QUESTION ON
» _--1 - _,_, --- MOORESVIL.LE REGIONAL OFFICE WATER QUALITY STAFF AT 663-1699).
• •- - 4 l
• . I • • • • . • • ,�+� `` / �` • ' 5. TOTAL DENUDED AREA = 29.10 AC.
-..-.., ! E .. : ; . ,%• .�}�'''� 640113
ROADWAY CONSTRUC110N - -� ` ► ' A27 . .. • ... ' 0 / ..... � �" `� - ��
.. . • -- `"� .. � 6. SOIL. TYPES ARE. MeB Mel) MecMenbur M0 Monocon CeB2 Cecil IrA Iredell IrB Iredel!
LIMITS AND DENUDED \ \ ` ' .. ' : -� C 9�� C �� C )� C �• C
4
• LIMITS LINE. VEE � � n � • .......... vi .-� o �,.• ''"� �,,,,�,�,,,, ,,,,,.,.... , ' I 8° �� 7. ANY OFF --SITE BORROVY OR 1AIASTE AREAS USED 1N THE CONSTRUGTION OF
0 ,.. . �+ •�' G N P I
ROADWAY PLAN 6HEET6 S 'B,I � ` , .. .: 3 �• � ,� � 0� THIS PROJECT SHALL HAVE A VALID NCDENR LAND DISTURBA CE ERM T.
l . ' .... ; .1 .. /�� ,,.,....�- -�-�-,�w �" ~-~ "-l- -OWN. ,M,�• ---w -- �.. � � . �%`''`; THAT HAS AN ACTIVE APPROVED GRADING PERMIT FROM NCDENR.
POR MORE INFORMATION) �' . l / � / w''""' � _ ,.r~.•:-• - l q
WL18 ._ ,�. _ _._.6..-. „ .
,. �� "
A29 ...... .....
. ti , �. 1i. l ,0 -,. /�"\ /�� /�'\ . act \ _ i .I ata« "'"N•• .! .a"� _ .'""�.�• . .
. • -� (' ,•+'••� fo 8 ` /'n" i2» � • `�•Y"''a+tyyw�jw
�,,� , � � Z0 - ,ate ,,,�,�. / ,. ;�.
�...
;° CED AT TOE b SPE •
• 1 � �'!- � � / ,,r '"� '� ` �. �•. ROA►DWAY CONSTRUCTION LIMITS . M �- �•
• -"''' �'- z� 01• � 6 0 120 240
. POR ROADWAY PILL EA��. .-- ."-",, �• ,�� 0
• \ ..� ._ TROY L JR (SEE ROADWAY PLAN SHEETS , � L.... )
• SEE ROADWAY PLANS PO 2 .0l I ss�'0 ".-l. °o�° �s�s" - ,�
�--�' � � � � . � � � ' " ..� „�_. s � � 1 POR MORE INFORMATIONS �
. xF �, � MORE INFOR � �' .-1 ''' _ 00'�
�z�-
1 z •
LEI
t
ARCHITECTS
■ Two Bank of America Plaza
101 South Tryon Street
Charlotte, North Carolina 28280
7041332 7004
10 Pope Ave, Executive Park
Hilton Heaa, Jouth Uarolina 29938
843 785-6801
R
2530 Meridian Porkway Suite 300
Durham, North Carolina 27713
919(806-4399
Q 155 Est Boardwalk Suite #400
Fort Collins, Colorado 80525
9701232-3125
SITE232°
W. Morehead Street
7 Charlotte, NC 28208
Landscape Architecture
Site Planning
Civil Engineering
www.sitesolutionspacom
SL �' � � Telephone- 704-52 I - 9880
O I I O Facsimile- 704 -521- 8955
u CARD# 2870
\A CAIYO
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RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
DATE
DESCRIPTION
1
OZf8�08
Co �_e `Re iew
CD
11/ 2.8; 07
100.'
C0N`�TRUL,1-10t
DOCU v E �JTS
PROJECT N0: FWA 2291.02
DRAWN BY= JER
APPROVED BYE BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
AND REMAIN THE PROPERTY OF
THE FWA GROUP ARCHITECTS.
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT !S PROHIBITED.
ASHEET TITLE
PRE -EROSION
CONTROL
PLAN
SHEET NUMBER

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LEGEND
- j .G,,,...- � ` 1 � -•., •,„ -•w... ,,,ti ,,,,r - A- - ,.- - nllo- -- - �' �.,,,,r ..-,r .rte ..�.� �..,... .�,�„ + - - - ---� - ��,�Q �^ �
J fft ..,�. ,, --.. ,.,.._ ._.._ _......� w-- -'" �,. N : ��,er- TEMPORARY ROCK CHECK DAM
DI# �'�.,- / -.. ~-t,. % �� TEMPORARY RISER STRUCTURE -
� PROJECT BOUNDARY
�� Pte' d • .✓ ...••- ..r..u. .....•., .u...r ..s+r «....,, ..,.,,,, � '••-+ "'� •--• ,` ,R `�- w.... .�.� �� �� •M/M„«... r+�ww. .,��''• yr Cw
_...... +. / J
',� `ems .. ---- - """ -- ...•Gr "°°`' --�
-weft. '..-"' ..... ``t l ✓"- "'""� «..^• �..` � ...r. ..._ � �- ��.... � � � /808R
� 'r r• mow.. ` � �wR' � � / "'.✓ ..✓ M.' 0• -' � .'� � ��°' ~ � �r�''
MECK. CO. MONUMENT
. .� -"'.,� __1 ! ,i 0-11, ', e.,�'a.,� � �,, � � I � . OMC 049*
.,� �. I 1 ,' �. - _ z, , N- �463.� POST SEOUENCE
``�'�- / / ---• -� M°-' �--- �.°�' `�' .,,�� �,`, .�' ....- `�'." -.- ,..-- - 10 TAMP. (#57 STONE) %t
+`•. ...._ _, ...- "�.. ``�. J :' , s., E- 1480149.53
.,, DI �. �. '�.. .�,, t ELv- 748.90
.. '. •��`•..,. '` . ,...- ... `'� . „ , ./ / \.
EMERGE 5P1 WAY / / 1
`. .,, •.. o `� I f ...,. I� 1. CONTACT THE INC DEPT. OF ENVIRONMENT AND NATURAL RESOURCES
D1,96 / 2s CONTRACTOR TO (NCDENR) /LAND QUALITY SECTION AT (704 663 --1699 TO INFORM THEM COORDINATE it THAT THE POST EROSION CONTROL CONSTRUCTION IS READY TO BEGIN.
DI 21* �. .... D1 / t i NSTALLATI O
�., ^` OU / i
3/8-OR N O� 2. REINSPECT CONSTRUCTION ENTRANCE AND CLEARING LIMITS. REPLACE OR
.,, �. -•. /� �. `, ` �,,. `. .� r.,,• ♦ ` ..,,� j // j/ ,,,` �G)
FACILITIES IN R.O.W. ADD CONSTRUCTION ENTRANCE STONE AS NEEDED TO REESTABLISH.
```° � ''�. ''� / / ..- \ -.r• .,.._ ....,_ ..•...• \ � •A. •,• ` '� ION V
--• --' �.. .. �'~ •. •. j l j 1 / / /* 10 WITH R.O.W.
�. / ..-. `- --w •.,.. ~'' ~`' �. `- CONTRACTOR, 3. REINSPECT ALL EXISTING SILT FENCING AND TREE PROTECTION FENCING.
'`•. •,,,,,w '~'- ,,,�,,` �, ,,/ / /,� , .,r.,. •-- I3UILDINC3..PAD N-�• .,� -.._ ,� / r. r"'"" .,,,,� -� 24 REPAIR OR REPLACE FENCING INHERE NEEDED TO INSURE ALL REQUIRED
•- ,, - ,,- �,/ _....... --�- _ ~` ..�., / / �--•- •-�~ �. -. 11 FENCING IS PROPERLY IN PLACE.
-.- ...- --- ,� / .— ..�....•... ELEV 744*0 �. '� �. -�, BCD S.1 j
. r rte,,/ .- �, �.. -�. l l �- R 2 L 05
82
�. / //// ti --. ♦ �, s 4. INSTALL ANY ADDITIONAL SILT FENCING NEEDED OR RELOCATE SILT FENCE
PER THESE PLANS. INSTALL ANY ADDITIONAL ITEMS AS SPECIFIED BY EROSION
t �. CONTROL INSPECTOR.
v`,•' ,,! �, 1 // �` _„_, .--- �,` -� �., ,� -..y } 1 C. 8
,,` / 1 •.. 6. CONTACT NCDENR /LAND QUALITY FOR APPROVAL OF MEASURES, PRIOR TO
,•� ,,, ,,, -.. POST EROSION CONTROL GRADING AT [phone]. UPON APPROVAL
^• ,,,,, I/l '� AD � '`�. z � / �t j � 25 � � BEGIN POST EROSION CONSTRUCTION.
7. REMOVE SEDIMENT TRAP PRE -3 AND FILTER BERMS AS FILL GRADES ARE
10TH . `• -` /f� �` -""` ..-- ..•,.,.,`.`.' ,� �. ,..� ~� BROUGHT UP TO GRADE.
. ~. / // i --- ~-� 78 °� � '� `� ``� '`• � --' � It � � 8. INSTALL STORM LINES AND STRUCTURES AS SHOWN ON PLANS AS FILL IS `�•., / /l` ,- r ,..�, ._._. ,,,.�• ---. '� .� BROUGHT UP TO GRADE. INSTALL INLET PROTECTIONS WHEN COMPLETED. 0-00 ` ~'"• �' •`.` `''~"'',. , / f '� / "'� •r'' - "`~• --••• ` �'` ` �` I 05T �R�3 N ` 9. ROUGH GRADE SITE TO ESTABLISH BUILDING PAD PER THIS PLAN.
f /111 ,,r- -..,. e�r►� CONTINUE TO STOCKPILE TOPSOIL AS NEEDED. HAUL OFF REMAINDER ALONG
\ ` •.� °-... % .�' / ,,.- ,,,r• /'' °- ' --- ` ,'`` V° ` •►,.,. �` / ��� '` WITH ANY STUMPS DEBRIS TO AN APPROVED WASTE SITE.
10. TRACK SURFACE OF SLOPES WITH EQUIPMENT AS SLOPES ARE
PREPARED TO FINISHED GRADE. STABILIZE W/EROSION CONTROL BLANKET
,� �' / •- ... .� 1 �► f`I COIN CTION 0I=
�., ;� , -•-- / L f (INHERE INDICATED) AND SEED IMMEDIATELY.
t - / / IS PIPE D INLET
I TALLA710 R 11. ALL GRADED EXPOSED SLOPES MUST BE SEEDING WITHIN 21 CALENDAR
05T ER ON ST 2 DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. SEED ALL
DISTURBED AREAS WITH APPROPRIATE PERMANENT SEED MIXTURE AT ALL
` '�C �'''� $ ,,o ,,.�1 // / / � � � � � AREAS WHICH WILL NOT BE PAVED, GRAVELED OR OTHERWISE UNDER
. ` NP � , /f f ff '� ~ %_-. ,/ + CONSTRUCTION WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS A
` +\ � -� 1= TER FINE
-... ,, •.,,. .,, ,,,, a,,,r / f / S 8.� GRADING OPERATIONS ARE COMPLETE. SEE SEEDING SCHEDULE FOR TYPE.
,r .r' // �...,�., ,�' �� RATE do DATES. LT
,w / / /�, BAFFLES `� l 12. COMPLETE ALL POST EROSION CONTROL CONSTRUCTION AS SHOWN ON
� `� 2a PLAN SHEET C104 WITHIN THE PROJECT LIMITS.
10- -,,� i �,, „�,,. 00-
13. TEMPORARY SKIMMER DEVICES WILL REMAIN DURING THE POST EROSION
CONTROL CONSTRUCTION. P —
� � ,� UPON FINAL APPROVAL SEDIMENT BASIN POST —1
1--' ''� WILL BE CONVERTED TO PERMANENT WET POND C AFTER POST EROSION
•.,,, _ O CONTROL CONSTRUCTION IS COMPLETED. REMOVE SEDIMENT, TEMPORARY
I R SEDIEMNT DEVICES AND REESTABLISH THOSE BASINS TO PERMANENT POND
CONDITION PER CONSTRUCTION DETAILS
``► \ 8 "PINE $
. t \
�- ,.... Ode* � 10 PINE { N
<oo 00l
417
Oman
J
A18 3 -. --�5�" 1 1
1 l
uM� oF GIGi 3 uN�.�JRBED
/%/1 11/`TIr1AI
�'S,Z
Al LIMITS OF
coNS-rRucn c
V8*FJR .100"
ram
c..
AZT EXOTING
66
s� � �T' � %AZ � 1 , � (R�AAP�
A21 IN: ; UNDISTU
r, RQED} EE
coosp C.01
R6ERENCE
3/8-SR � � / A22 " `t.
• � '� � / �� : AS DELINEATED.
A23 APRIL 28, 2005
J 87.829 SQ. FT. OR 2.0163 AC
. a \ � � AZ 3
WO 88
• A36
3/• �� 3 CID
UNDISTURBED
• \ \ 1 ���� � `: -:: � : ' � �W�186 LIMITS LINE � ADf)O
/
CITY OF CHARLOTTE �►
TAX 1 Wt o29'281
ffiGMW �
9m
Q ROADWAY CONSTRUCTION —
• LIMITS AND DENUDED
LIMITS LINE, SSE
\ ROADWAY PLAN SHEETS
FOR MORE INFORMP►TION)
t
1 I 2
Id
�l
,
its \ + t • '
Lt_]�
If_�I
ac,'.1
- � v Area 2
�
rail e Are = 4.6,
14. DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES
AND STRUCTURES TO MINIMIZE EROSION. MAINTAIN CLOSE CONTACT WITH THE NCNRCD
29 � J APPROP IR ATE ST GES OF iCONSTRUCTI NONS CAN BE CONDUCTED AT
03
15. EROSION CONTROL MEASURES (BASINS. FENCES, DIVERSION DITCHES)
.-' a' DIRECTLY AFFECTED BY THIS CONTRACT SHALL BE MAINTAINED UNDER THIS
— � ' �.+a�� � vn — -r. va«.. � 1 1 �� 3�BbR � CONTRACT. DEVICES SHALL BE MAINTAINED TO 50X CAPACITY (MIN.) UNTIL
Di 95 � � I 1 �� t ip AREAS THEY SERVE ARE FULLY STABILIZED.
16. PROVIDE PERMANENT GRASSING FOR ALL DISTURBED AREAS NOT COVERED
30 BY BUILDING, PAVING, OR ETHER LANDSCAPED AREAS.
17. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE
N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S.
DEPT. OF AGRICULTURE, AND THE SCS.
1 18. SOILS: Ce82 (Cecil). MO (Monocan), IrA —IrB (Iredell). Me8 (Mecklenburg)
PERMANENT SEEDING
ac. 31
T
r� ,, R 3/4- R � N
TR
41
UNDIS.
� mop ( � � AREA
00
L)O. a
OR
� � • _ � M• ....,. tom. 3""n � � •
ROADWAY CONSTRUCTION LIMITS �•• .
,� --. '' •..' TROY L 2°' �: � • 12 , .
(SEE ROADWAY PLAN SHEET'S MW TROY
' ,,,. ,„. «w.• ��S FOR MORE INFORMATION) TAX '�
129
o
- d
4 5 6
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE. RIP THE ENTIRE AREA TO 6
INCHES DEPTH. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER
OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
SOIL AMENDMENTS
SEE SPECIFICATIONS
AFTER COMPLETED SURFACE PREPARA 770N, SEED AND MULCH AS SPECIFIED
BELOW:
SEEDING MI"URE (Non•Athletic Field Areas)
SPECIES RA TE (LB11 OOOSF)
COMMON BERMUDA 3
REBEL III FESCUE 5
SEEDING DATES: APRIL 1 --AUG, 15,
NURSE CROP: BEFORE MAY 1 OR AFTER AUG 15 -ADD RYE GRAIN 0
40LB /ACRE.
MULCH
APPLY 4,000 LB /ACRE STRAW (GRAIN). ANCHOR STRAW BY TACKING M714
EMULSIFIED ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. EROSION
CONTROL BLANKETS SHALL BE USED INHERE INDICATED.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFER77LIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
0 00 120 240
1" =60'
14
C
ARCHITECTS
Two Bank of America Plaza
101 South Tryon Street
Charlotte, North Carolina 28280
-7n.t177n_-7nnA
10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
8431785 -6801
F] 2530 Meridian Parkway Suite 300
Durham, North Carolina 27713
9191806 -4399
155 East Boardwalk Suite #400
Fort Collins, Colorado 80525
9701232 -3125
I T I 2 3 2 0
W. Morehead Street
Charlotte, NC 28208
S NILL, &
Landscape Architecture
--
Site Planning
Civil Engineering
9rO Al Ad
SOLU T I O N S Telephone- 704-521- 9880
Facsimile- 704 -521- 8955 CADD# 2870
LV-
SS011111111**
N CARD
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# #18111110* 1' 's
1 7.
RIDGE READ
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
EXISTING SIGN
—
EXISTING SANITARY SEWER LINE
EIP
EXISTING IRON PIN
PROPOSED SANITARY SEWER LINE
�
EXISTING LIGHT POLE
1N
EXISTING WATER LINE
R/W
RIGHT —OF —WAY
-- -yy- --
PROPOSED WATER LINE
HC
ACCESSIBLE SPACE
---G —
EXISTING GAS LINE
•
EXISTING TREE TO REMAIN
—G—
PROPOSED GAS UNE
EXISTING FIRE HYDRANT
= _ =
EXISTING CURB AND GUTTER
FH
PROPOSED FIRE HYDRANT
02/8/08
PROPOSED CURB AND GUTTER
®
EXISTING WATER VALVE
— — —""
PROPERTY LINE
EXISTING CONTOUR LINE
►t
PROPOSED WATER VALVE
r.,^
PROPOSED CONTOUR LINE
®ft
EXISTING WATER METER
+670.5
EXISTING SPOT ELEVATION
mWA
PROPOSED WATER METER
\-670.5'
PROPOSED SPOT ELEVATION
�y
EXCELSIOR LINED GRASS SWALE
EXISTING GAS VALVE
�- �---
GRASS SWALE
®m
EXISTING GAS METER
TD
TEMPORARY DIVERSION SWALE
Q
EXISTING SANITARY SEWER MANHOLE
TEMPORARY DRAINAGE INLET PROTECTION
saw 2
s
PROPOSED SANITARY SEWER MANHOLE
� � -
TEMPORARY SILT FENCE
Q
EXISTING STORM SEWER MANHOLE
TEMPORARY TREE PROTECTION BARRICADE
%M 2
PROPOSED STORM SEWER MANHOLE
EXISTING STORM DRAINAGE LINE
F
PROPOSED STORM DRAIN PIPE
EXISTING UTILITY POLE
PROPOSED ROOF DRAIN PIPE
— x —x---
EXISTING FENCE
0
EXISTING DRAINAGE STRUCTURE
---UE ---
EXISTING UNDERGROUND ELECTRIC LINE
■
PROPOSED DRAINAGE STRUCTURE
- -OP- --
EXISTING OVERHEAD POWER LINE
— -� —
LIMITS OF CONSTRUCTION
— T ----
EXISTING UNDERGROUND TELEPHONE LINE
INdmilludw
I
EROSION CONTROL FABRIC
TEMPORARY SLOPE PROTECTION
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DI# �'�.,- / -.. ~-t,. % �� TEMPORARY RISER STRUCTURE -
� PROJECT BOUNDARY
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MECK. CO. MONUMENT
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EMERGE 5P1 WAY / / 1
`. .,, •.. o `� I f ...,. I� 1. CONTACT THE INC DEPT. OF ENVIRONMENT AND NATURAL RESOURCES
D1,96 / 2s CONTRACTOR TO (NCDENR) /LAND QUALITY SECTION AT (704 663 --1699 TO INFORM THEM COORDINATE it THAT THE POST EROSION CONTROL CONSTRUCTION IS READY TO BEGIN.
DI 21* �. .... D1 / t i NSTALLATI O
�., ^` OU / i
3/8-OR N O� 2. REINSPECT CONSTRUCTION ENTRANCE AND CLEARING LIMITS. REPLACE OR
.,, �. -•. /� �. `, ` �,,. `. .� r.,,• ♦ ` ..,,� j // j/ ,,,` �G)
FACILITIES IN R.O.W. ADD CONSTRUCTION ENTRANCE STONE AS NEEDED TO REESTABLISH.
```° � ''�. ''� / / ..- \ -.r• .,.._ ....,_ ..•...• \ � •A. •,• ` '� ION V
--• --' �.. .. �'~ •. •. j l j 1 / / /* 10 WITH R.O.W.
�. / ..-. `- --w •.,.. ~'' ~`' �. `- CONTRACTOR, 3. REINSPECT ALL EXISTING SILT FENCING AND TREE PROTECTION FENCING.
'`•. •,,,,,w '~'- ,,,�,,` �, ,,/ / /,� , .,r.,. •-- I3UILDINC3..PAD N-�• .,� -.._ ,� / r. r"'"" .,,,,� -� 24 REPAIR OR REPLACE FENCING INHERE NEEDED TO INSURE ALL REQUIRED
•- ,, - ,,- �,/ _....... --�- _ ~` ..�., / / �--•- •-�~ �. -. 11 FENCING IS PROPERLY IN PLACE.
-.- ...- --- ,� / .— ..�....•... ELEV 744*0 �. '� �. -�, BCD S.1 j
. r rte,,/ .- �, �.. -�. l l �- R 2 L 05
82
�. / //// ti --. ♦ �, s 4. INSTALL ANY ADDITIONAL SILT FENCING NEEDED OR RELOCATE SILT FENCE
PER THESE PLANS. INSTALL ANY ADDITIONAL ITEMS AS SPECIFIED BY EROSION
t �. CONTROL INSPECTOR.
v`,•' ,,! �, 1 // �` _„_, .--- �,` -� �., ,� -..y } 1 C. 8
,,` / 1 •.. 6. CONTACT NCDENR /LAND QUALITY FOR APPROVAL OF MEASURES, PRIOR TO
,•� ,,, ,,, -.. POST EROSION CONTROL GRADING AT [phone]. UPON APPROVAL
^• ,,,,, I/l '� AD � '`�. z � / �t j � 25 � � BEGIN POST EROSION CONSTRUCTION.
7. REMOVE SEDIMENT TRAP PRE -3 AND FILTER BERMS AS FILL GRADES ARE
10TH . `• -` /f� �` -""` ..-- ..•,.,.,`.`.' ,� �. ,..� ~� BROUGHT UP TO GRADE.
. ~. / // i --- ~-� 78 °� � '� `� ``� '`• � --' � It � � 8. INSTALL STORM LINES AND STRUCTURES AS SHOWN ON PLANS AS FILL IS `�•., / /l` ,- r ,..�, ._._. ,,,.�• ---. '� .� BROUGHT UP TO GRADE. INSTALL INLET PROTECTIONS WHEN COMPLETED. 0-00 ` ~'"• �' •`.` `''~"'',. , / f '� / "'� •r'' - "`~• --••• ` �'` ` �` I 05T �R�3 N ` 9. ROUGH GRADE SITE TO ESTABLISH BUILDING PAD PER THIS PLAN.
f /111 ,,r- -..,. e�r►� CONTINUE TO STOCKPILE TOPSOIL AS NEEDED. HAUL OFF REMAINDER ALONG
\ ` •.� °-... % .�' / ,,.- ,,,r• /'' °- ' --- ` ,'`` V° ` •►,.,. �` / ��� '` WITH ANY STUMPS DEBRIS TO AN APPROVED WASTE SITE.
10. TRACK SURFACE OF SLOPES WITH EQUIPMENT AS SLOPES ARE
PREPARED TO FINISHED GRADE. STABILIZE W/EROSION CONTROL BLANKET
,� �' / •- ... .� 1 �► f`I COIN CTION 0I=
�., ;� , -•-- / L f (INHERE INDICATED) AND SEED IMMEDIATELY.
t - / / IS PIPE D INLET
I TALLA710 R 11. ALL GRADED EXPOSED SLOPES MUST BE SEEDING WITHIN 21 CALENDAR
05T ER ON ST 2 DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. SEED ALL
DISTURBED AREAS WITH APPROPRIATE PERMANENT SEED MIXTURE AT ALL
` '�C �'''� $ ,,o ,,.�1 // / / � � � � � AREAS WHICH WILL NOT BE PAVED, GRAVELED OR OTHERWISE UNDER
. ` NP � , /f f ff '� ~ %_-. ,/ + CONSTRUCTION WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS A
` +\ � -� 1= TER FINE
-... ,, •.,,. .,, ,,,, a,,,r / f / S 8.� GRADING OPERATIONS ARE COMPLETE. SEE SEEDING SCHEDULE FOR TYPE.
,r .r' // �...,�., ,�' �� RATE do DATES. LT
,w / / /�, BAFFLES `� l 12. COMPLETE ALL POST EROSION CONTROL CONSTRUCTION AS SHOWN ON
� `� 2a PLAN SHEET C104 WITHIN THE PROJECT LIMITS.
10- -,,� i �,, „�,,. 00-
13. TEMPORARY SKIMMER DEVICES WILL REMAIN DURING THE POST EROSION
CONTROL CONSTRUCTION. P —
� � ,� UPON FINAL APPROVAL SEDIMENT BASIN POST —1
1--' ''� WILL BE CONVERTED TO PERMANENT WET POND C AFTER POST EROSION
•.,,, _ O CONTROL CONSTRUCTION IS COMPLETED. REMOVE SEDIMENT, TEMPORARY
I R SEDIEMNT DEVICES AND REESTABLISH THOSE BASINS TO PERMANENT POND
CONDITION PER CONSTRUCTION DETAILS
``► \ 8 "PINE $
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�- ,.... Ode* � 10 PINE { N
<oo 00l
417
Oman
J
A18 3 -. --�5�" 1 1
1 l
uM� oF GIGi 3 uN�.�JRBED
/%/1 11/`TIr1AI
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Al LIMITS OF
coNS-rRucn c
V8*FJR .100"
ram
c..
AZT EXOTING
66
s� � �T' � %AZ � 1 , � (R�AAP�
A21 IN: ; UNDISTU
r, RQED} EE
coosp C.01
R6ERENCE
3/8-SR � � / A22 " `t.
• � '� � / �� : AS DELINEATED.
A23 APRIL 28, 2005
J 87.829 SQ. FT. OR 2.0163 AC
. a \ � � AZ 3
WO 88
• A36
3/• �� 3 CID
UNDISTURBED
• \ \ 1 ���� � `: -:: � : ' � �W�186 LIMITS LINE � ADf)O
/
CITY OF CHARLOTTE �►
TAX 1 Wt o29'281
ffiGMW �
9m
Q ROADWAY CONSTRUCTION —
• LIMITS AND DENUDED
LIMITS LINE, SSE
\ ROADWAY PLAN SHEETS
FOR MORE INFORMP►TION)
t
1 I 2
Id
�l
,
its \ + t • '
Lt_]�
If_�I
ac,'.1
- � v Area 2
�
rail e Are = 4.6,
14. DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES
AND STRUCTURES TO MINIMIZE EROSION. MAINTAIN CLOSE CONTACT WITH THE NCNRCD
29 � J APPROP IR ATE ST GES OF iCONSTRUCTI NONS CAN BE CONDUCTED AT
03
15. EROSION CONTROL MEASURES (BASINS. FENCES, DIVERSION DITCHES)
.-' a' DIRECTLY AFFECTED BY THIS CONTRACT SHALL BE MAINTAINED UNDER THIS
— � ' �.+a�� � vn — -r. va«.. � 1 1 �� 3�BbR � CONTRACT. DEVICES SHALL BE MAINTAINED TO 50X CAPACITY (MIN.) UNTIL
Di 95 � � I 1 �� t ip AREAS THEY SERVE ARE FULLY STABILIZED.
16. PROVIDE PERMANENT GRASSING FOR ALL DISTURBED AREAS NOT COVERED
30 BY BUILDING, PAVING, OR ETHER LANDSCAPED AREAS.
17. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE
N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S.
DEPT. OF AGRICULTURE, AND THE SCS.
1 18. SOILS: Ce82 (Cecil). MO (Monocan), IrA —IrB (Iredell). Me8 (Mecklenburg)
PERMANENT SEEDING
ac. 31
T
r� ,, R 3/4- R � N
TR
41
UNDIS.
� mop ( � � AREA
00
L)O. a
OR
� � • _ � M• ....,. tom. 3""n � � •
ROADWAY CONSTRUCTION LIMITS �•• .
,� --. '' •..' TROY L 2°' �: � • 12 , .
(SEE ROADWAY PLAN SHEET'S MW TROY
' ,,,. ,„. «w.• ��S FOR MORE INFORMATION) TAX '�
129
o
- d
4 5 6
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE. RIP THE ENTIRE AREA TO 6
INCHES DEPTH. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER
OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
SOIL AMENDMENTS
SEE SPECIFICATIONS
AFTER COMPLETED SURFACE PREPARA 770N, SEED AND MULCH AS SPECIFIED
BELOW:
SEEDING MI"URE (Non•Athletic Field Areas)
SPECIES RA TE (LB11 OOOSF)
COMMON BERMUDA 3
REBEL III FESCUE 5
SEEDING DATES: APRIL 1 --AUG, 15,
NURSE CROP: BEFORE MAY 1 OR AFTER AUG 15 -ADD RYE GRAIN 0
40LB /ACRE.
MULCH
APPLY 4,000 LB /ACRE STRAW (GRAIN). ANCHOR STRAW BY TACKING M714
EMULSIFIED ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. EROSION
CONTROL BLANKETS SHALL BE USED INHERE INDICATED.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFER77LIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
0 00 120 240
1" =60'
14
C
ARCHITECTS
Two Bank of America Plaza
101 South Tryon Street
Charlotte, North Carolina 28280
-7n.t177n_-7nnA
10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
8431785 -6801
F] 2530 Meridian Parkway Suite 300
Durham, North Carolina 27713
9191806 -4399
155 East Boardwalk Suite #400
Fort Collins, Colorado 80525
9701232 -3125
I T I 2 3 2 0
W. Morehead Street
Charlotte, NC 28208
S NILL, &
Landscape Architecture
--
Site Planning
Civil Engineering
9rO Al Ad
SOLU T I O N S Telephone- 704-521- 9880
Facsimile- 704 -521- 8955 CADD# 2870
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RIDGE READ
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
DATE
DESCRIPTION
1
02/8/08
Co Review
'D
1 "28/07
100/
CONSTRULTjo
DOCUMENTS
PROJECT N0= FWA 2291.02
DRAWN BYE JER
APPROVED BYE BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
AND REMAIN THE PROPERTY OF
THE FWA GROUP ARCHITECTS.
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT IS PROHIBITED.
ASHEET TITLE
POST
EROSION
CONTROL
PLAN
SHEET NUMBER
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Landscape Architecture
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Telephone- 704-521- 9880
Facsimile- 704 -521- 8955
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DESCRIPTION
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Gharlotte, Nortn Carolina 28280
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Hilton Head, South Carolina 29938
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Durham, North Carolina 27713
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Landscape Architecture
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Telephone- 704-521- 9880
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CHARLOTTE, NORTH CAROLINA
MARK
DATE
DESCRIPTION
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OZ'/'08-'08
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Cone Review
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DRAWN BY: JER
APPROVED BY: BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
THE FWA GROUP ARCHITECTS.
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT IS PROHIBITED.
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SHEET TITLE
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ARCHITECTS
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101 South Tryon Street
Charlotte, North Carolina 28280
7041332-7004
0 10 Pope Ave, Executive Park
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Hilton Head, South Carolina 29938
8431785-6801
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Durham, North Carolina 27713
9191806-4399
F1 155 East Boardwalk Suite #400
. Fort Collins- Colorado 80525
97OJ232-3125
2 3 2
W. Morehead Street
Charlotte, NC 28208
� Landsca e Architecture
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www.sitesolutionspa.com
Telephone- 704-521- 9880
Facs*mile- 704 -521- 8955
CADD# 2870
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THESE DRAWINGS AND THE PROJECT
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ARCHITECTS
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ETwo Bank of Arneri a Plaza
101 South Tryon Street
Charlotte, North Carolina 28280
7041332-7004
utive Park
Hilton Head, South Carolina 29938
8431785-6801
F] 2530 Meridian Parkway Suite 300
Durham, North Carolina 27713
9191806-4399
FI 155 East Boardwalk Suite #400
Fort Collins, Colorado 80525
9701232-3125
.
2 3 2 0
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W. Morehead Street
LN� 10%1�4 Charlotte, NC 28208
1P.. Landscape Architecture
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Site Planning
Civil Engineeri . ng
www.sitesolutionspa-com
Telephone- 704-521- 9880
Facsimile- 704 -521- 8955
CADD# 2870
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RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
PROJECT NO: FWA 2291.02
DRAWN BY: JER
APPROVED BY: BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
THE FWA GROUP ARCHITECTS.
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT IS PROHIBITED.
ASHEET TITLE
I
GRADING &
. DRAINAGE
PLAN
.
�
DESCRIPTION
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I
PROJECT NO: FWA 2291.02
DRAWN BY: JER
APPROVED BY: BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
THE FWA GROUP ARCHITECTS.
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT IS PROHIBITED.
ASHEET TITLE
I
GRADING &
. DRAINAGE
PLAN
.

GRADING & DRAINAGE NOTESIN
1. EARTHWORK QUANTITIES HAVE NOT BEEN ESIIMATED AND SITE AS
SHOWN IS NOT ASSUMED TO REPRESENT A BALANCED CUT/FILL CONWTION.
CONTRACTOR SHALL PERFORM HIS OWN ESTIMATES AND SHALL PROVIDE
ALL EARTHWORK NECESSARY TO ACHIEVE THE DESIGN GRADE. INCLUDING
ANY OFFSITE BORROW OR SPOILS REQUIRED.
2. ROOF LEADERS SHALL BE SOR 35 PVC MINIMUM COVER SHALL BE 18 °t
MINIMUM SLOPE SHALL BE 196. PROVIDE CE.EANOUTS AT ALL CONNECTIONS
WITH BUILDING DR/UN AND WHERE INDICATED. REFER TO PLUMBING PLANS
& ARCH, PLANS FOR THE D(p►CT LOCATION OF ROOF DRAINS AT THE BUILDING.
(NOT IN CONTRACT - BUILDING PACKAGE ONLY)
3. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS,
INCLUDING PAVING, LAWN AND LANDSCAPE AREAS.
40 THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREP-
ANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION
DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES
PRIOR TO BEGINNING WORK, BOTH PUBLIC AND PRIVATE. CONTRACTOR IS
FULLY RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL REPAIR
ANY DAMAGE AS A RESULT OF THIS CONTRACT.
6. CONTRACTOR SHALL BLEND NEW -EARTHWORK SMOOTHLY TO TRANSITION
BACK TO EXISTING GRADE.
7. THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES,
PARKING LOTS, AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING
ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH
CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE
COMPLETED UNDER THIS CONTRACT.
8. ALL "STD." NUMBERS REFER TO THE CHARLOTTE /MECKLENBURG LAND
DEVELOPMENT STANDARDS MANUAL.
9. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT
FROM THE ZONING ADMINISTRATOR.
10. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF NC DEPT. OF ENVIRONMENTAL
AND NATURAL RESOURCES, LAND QUALITY SECTION.
11. ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE
GRADING PLAN, IS SUBJECT TO A FINE.
12. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
PLAN IS SUBJECT TO A FINE.
13. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING
IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND
MULCHED WITHIN 15 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS
ARE TO BE SEEDED AND MULCHED WITHIN 30 DAYS.
14, PIPE LENGTHS SHOWN ARE THE ENGINEER'S ESTIMATE USED TO COMPUTE
PIPE SLOPES AND INVERTS AND SHALL NOT BE CONSTRUED BY THE
CONTRACTOR TO REPRESENT THE ACTUAL QUANTITY OF PIPE REQUIRED.
15, CROSS SLOPE OF SIDEWALKS SHALL BE 1 /4 " /Ff. (MAX).
16. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1
17. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF- -SITE GRADING,
PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS*
18. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION /CLEARING
GRADING CONSTRUCTION, AND NOT REMOVED UNTIL AFTER FINAL INSPECTI N
BY URBAN FORESTER.
19. NO DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC,
BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED
IN THE TREE PROTECTION ZONE, TREE BARRICADES MUST BE INSTALLED
BEFORE ANY DEMOLITION, GRADING OR CONSTRUCTION BEGINS, AND NOT
REMOVED UNTIL FINAL INSPECTION.
20. TREE PROTECTION BARRICADES MUST MEET OR EXCEED TREE ORDINANCE
STANDARDS (IN THE CITY OF CHARLOTTE TREE ORDINANCE GUIDEUNES
APPENDIX 9 OR LAND DEVELOPMENT STANDARDS MANUAL 40.04).
21. BEFORE GRADING /CLEARING /CONSTRUCTION BEGINS, CAL. 336 -3622 FOR
INSPECTION OF TREE PROTECTION BARRICADES BY URBAN FORESTER.
22. NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER
UNDISTURBED. SUPPLEMENT WITH 1 -2 INCHES OF MULCH. RE -SEED WITH
GRASS ONLY IN DISTURBED /GRADED AREAS.
23. BRUSH, VINES AND SMALL TREES ( <8 IN. DIA., OR AS SMALL AS 2 IN. CALIPER)
MAY BE HAND CLEARED ONLY CUT FLUSH WITH GROUND SURFACE. EXISTING
TREES MAY BE LIMBED UP 6 FEET (AT LEAST 2/3 OF THE BRANCHES SHOULD
BE LEFT) TO IMPROVE VISIBILITY.
24. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP PRUNING TOOL;
BACKFILL ASAP TO MINIMIZE EXPOSURE TO THE AIR.
25. ANY TREES IN TREE PROTECTION SETBACK THAT COUNT TOWARD TREE ORDINANCE
REQUIREMENTS THAT DIE DURING CONSTRUCTION WILL BE MITIGATED AS DIRECTED
BY URBAN FORESTER.
26. PIPE LENGTHS SHOWN ON CULVERTS INCLUDE FLARED END SECTIONS.
27. SOIL TYPE IS: CeB2,MeD,VaB
28. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL
IN AN UNOBSTRUCTED STATE.
29. DISTURBED LIMITS EQUALS 27.80 ACRES.
30. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
31. ALL ROAD IMPROVEMENTS AT HIGHLAND CREEK PARKWAY ARE TO BE COORDINATED
WITH THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.
32. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT -OF -WAY
IF DEEMED NECESSARY BY THE INSPECTOR.
33. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN
AN UNOBSTRUCTED STATE AND SHALL. REMOVE FROM THE CHANNEL AND BANKS OF
THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
34. NON - STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT -OF -WAY
REQUIRE A RIGHT -OF -WAY ENCROACHMENT AGREEMENT WITH THE (CHARLOTTE DEPARTMENT
OF TRANSPORTATION /NORTH CAROLINA DEPARTMENT OF TRANSPORTATION) BEFORE INSTALLATION.
ADDITIONAL GRADING NOTES:
1. "AS- BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING
DESIGNED DITCHES, BUILDING PAD AND SITE GRADING MUST BE SUBMITTED PRIOR TO
FINAL ACCEPTANCE. SEE SPECIFICATIONS FOR SPECIFIC SCHEDULE OF
COMPLETION DATES REQUIRED.
2. CONTRACTOR SHALL REVIEW SPECIFICATIONS FOR UNIT PRICES REQUIRED.
3, CONTRACTOR SHALL REVIEW SPECIFICATIONS FOR EARTHWORK MOVING EQUIPMENT REQUIRED.
4, CONTRACTOR SHALL REVIEW SPECIFICATIONS / ALLOWANCES FOR ADDITIONAL EARTHWORK
REQUIRED ON THIS JOB IN THE BASE BID.
5. ANY OFF -SITE BORROW OR WASTE AREAS USED IN THE CONSTRUCTION OF THIS PROJECT
SHALL HAVE A VALID NCDENR LAND DISTURBANCE PERMIT.
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CONSTRUCTION SEQUENCE:
1 • OBTAIN GRADING / EROSION CONTROL PLAN FROM THE CITY OF CHARLOTTE ENGINEERING
DEPARTMENT.
2. SET UP AN ON - 511E PRE - CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR
OF THE CITY ENGINEERING DEPARTMENT (PH. 336 -4258) TO DISCUSS EROSION CONTROL
MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND
DISTURBING ACTIVITY 15 A VIOLATION OF CKWTER 18 OF THE CITY CODE AND IS SUBJECT
TO A PINE.
3, INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES, TREE
PROTECTION, AND OTHER MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY
TO INSTALL THESE DEVICES.
4. CALL &36-2291 FOR ON SITE INSPECTION BY ENGINEERING INSPECTOR. WHEN
APPROVED, ENGINEERING INSPECTOR ISSUES THE GRADING PERMIT. BEGIN CLEARING AND
GRUBBING AFTER PERMIT ISSUANCES
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL
DEVICES AND STRUCTURES.
6. FOR PHASED EROSION CONTROL PLANS , CO OR SHALL. MEET WITH EROSION
CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL
MEASURES.
7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
8. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL
MEASURES.
9. ALL EROSION CONTROL MEASURES 6HALL BE CONSTRUCTED IN ACCORDANCE WITH THE �
EROSION AN12 SEDIMENT �ONTROL FLANNIWz bND DESIGN MANUAL. U.S. DEPT. OF
AGRICULTURE, U.S. SOIL CONSERVATION SERVICE, CITY OF CHARLOTTE EROSION CONTROL
ORDINANCE] AND THE CHARLOTTE MECKLENBURG LAND DEVELOPMENT STANDARDS.
STREAM DISTURBANCES (NEW)
CHANNEL TYPE ILF
DISTURBED
EPHEMERMAL CHANNEL
551 LF
INTERMITTENT UNIMPORTANT CHANNEL
79 LF
INTERMITTENT IMPORTANT CHANNEL
153 LF
PHASE I DISTURBANCES
PREVIOUS NW39 PERMIT
CHANNEL TYPE
LF DISTURBED
1
EPHEMERMAL CHANNEL
88 LF
INTERMITTENT IMPORTANT CHANNEL
144 LF
WETLAND DISTURBANCE (NEW)
WETLAND IMPACT 1 0.34 AC
STORM DRAIN SCHEDULE
STRUCTURE
RIM /GRATE
INVERT IN
INVERT OUT
Charlotte, North Carolina 28280
PIPE
OUT
EXCI -2
737.10 (EX)
729.18 (EX)
724.15 (EX)
10 LF, 30" RCPO0.509
MH -2.1
737.25
724.10
723.90
142 LF, 36" RCP01.349 (EX)
EXCI -27
737.00 (EX)
735.50 (EX)
735.50
74 LF,
15" RCP04.069 (EX)
MH -27.1
728.00
721.80 EXCI -31
721.57 EXCI 3
722.00 MH -2.1
715.05
10 LF, 36" RCPO0.509
EXCI -31
736.40 (EX)
731.90 (EX)
723.53. (EX)
98 LF,
18" RCP02.009 (EX)
FES -26
722.00
--
715.00
--
FES-37
722.00
--
714.68
-_
MH -37.2
727.50
715.25
715.25
103
LF,
36"
RCP ®0.50%
MH -37.1
729.00
714.9 EXCI -38
714,7 H-37.2
714.74
10
LF, 36" RCPO0.509
EXCI -38
733.40 (EX)
717.08
716.88
102
LF,
24"
RCP01.909
EXMH --39
735.50 (EX)
730.50
720.20
92
LF,
24"
RCP03.40%
EXDI -46
726.40 (EX)
20.93 EXCI -46.1
716.07
71
LF,
24"
RCPO0.73%
EXDI -47
729.00 (EX)
723.49(EXCI -48)
723.49
44
LF,
18"
RCP08.959
MH -57
736.00
731.00 CI
730. CI 69
730.80
56
LF,
24"
RCPO0.549
C1 -58
738.20
732.73
732.53
44
LF,
24"
RCP03.45%
CI -59
741.00
733.30
733.10
74
LF,
24"
RCPO0.50%
DI -60
741.75
733.74
733.54
49
LF,
24"
RCPOO.509
M H - 61
744.00
734.59
734.39
129
LF,
24"
RC PO0.509
DI -62
744.00
735.45
735.25
132
LF,
24"
RCPOO.509
D1 -63
744.50
741.00 DI _64
6. A 0 73 F1W 7
736.28
167
LF,
24"
RCPO0.50%
DI -64
749.00
743.93
743.73
207
LF,
15"
RCP0 1.329
DI-65
749.00
- -
744.75
165
LF,
15"
RCPO0.509
CI-67
731.00
726.75
724.94
38
LF,
15"
RCPO0.50%
CI -68
732.25
728.00
726.98
46
LF,
15"
RCP ®0.509
C1 -69
738.00
733.75
731.54
113
LF,
24"
RCPO0.509
CI -70
740.50
736.25
735.21
73
LF,
15"
RCP 02.00!
CI -71
735.50
--
729.72
76
LF,
15"
RCP02.269
DI-72
742.25
- -
738.50
129
LF,
15"
RCP 01.7 %
DI -73
742.25
--
735.75
113
LF,
15"
RCPO0.50%
DI -74
738,50
735.18 Oi_ 3
735.38 DI7
734.50
121
LF,
15"
RCP ®0.509
CI -75
743.75
--
739.15
152
LF,
15"
RCP02.489
DI -82
743.65
738.65
738.45
36
LF,
24"
RCP00.509
DI -82.1
743.65
739.35
739.15
50
LF,
18"
RCP01.009
DI -82.2
747.30
--
741.24
92
LF,
18"
RCP 02.059
M H -83
744.90
738.27
738.07
93
LF,
24"
RC P02.20%
CI -84
750.60
736.03 (MH_ 83)
735.83
279
LF,
24"
RCPO0.569
DI -85
740.80
733.90 DI 74
726.70
233
LF,
24" RCP02,279
DI -88
760.80
--
756,55
214
LF,
15" RCPO0.63%
DI -89
759.50
754.41
754.21
210
LF,
15" RCP03.31 %
DI -90
745.00
742.70 Di_91
742.29
13
LF,
18"
RCP 01.549
DI -91
756.50
743.97
742.99
57
LF,
15"
RCPO0.509
DI -92
756.50
752.25 DI -93
744,16
39
LF,
15"
RCPO0.509
DI -93
759.80
755.07
754.87
205 LF, 15" RCP ®0.509
DI -94
760.75
1 755.92
755.72
130 LF, 15" RCPO0.509
DI -95
760.50
--
756.25
67
LF,
15"
RCP ®0.509
DI -96
749.50
--
743.56
106 LF, 15" RCP01.00%
DI -105
749.00
--
744.75
79
LF,
15"
RCP ®0.5090
* COORDINATE WITH ROADWAY PLANS FOR ALL RELATED STORM DRAINAGE INFORMATION.
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Landscape Architecture
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www.sitesolutionspa.com
Telephone- 704 -521 - 9880
Facsimile- 704 -521 - 8955
SOLUTIONS
CADD# 2$70
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7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
Two Bank of America Plaza
DESCRIPTION
101 South Tryon Street
Charlotte, North Carolina 28280
7n4l.332- 7004
F-] 10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
8431785-6801
2530 Meridian Parkway Suite 300
Durham, North Carolina 27713
9191806 -4399
155 East Boardwalk Suite #400
Fort Collins ' Colorado 80525
9701232 -3125
IC
r16
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W. Morehead Street
7 Charlotte, NC 28208
Landscape Architecture
Site Planning
S9 Ar/AJ Civil Engineering
www.sitesolutionspa.com
Telephone- 704 -521 - 9880
Facsimile- 704 -521 - 8955
SOLUTIONS
CADD# 2$70
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1120
10 °� 0 N
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RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
DATE
DESCRIPTION
1
9/-/08/08
Code Revie*vj
Revisions
CD
X128/07
100:
CO STRUC7 C1
DOCUMENTS
PROJECT N0: FWA 2291.02
DRAWN BY: JER
APPROVED BY: BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
AND REMAIN THE PROPERTY OF
THE FWA GROUP ARCHITECTS.
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT IS PROHIBITED.
ASHEET TITLE
GRADING &
DRAINAGE
NOTES
SHEET NUMBER
3 4
5 6 7

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CIO UTILITY NOTESS
0
CONSTRUCTION SMALL BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL
N 1. UTILITY
AND STATE CODE REQUIREMENTS.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
2, THE CONTRA
EXISTING UNDERGROUND UTILITIES (STORM DRAINAGE, ELECTRIC, GAS,
HONE ETC. PRIOR TO CONSTRUCTION. INFORMATION SHOWN ON THIS
TELEPHONE* �
PLAN IS FOR REFERENCE ONLY AND SHALL. BE FIELD VERIFIED BY THE
CONTRACTOR.
3. THE C ONTRACTOR SHALL NOTIFY THE ARCHITECT /ENGINEER IMMEDIATELY IF ANY
�
DISCREPANCIES BETWEEN THE CONSTRUCTION PLANS AND ACTUAL FIELD
-' CONDITIONS ARE FOUND.
UM COVER FOR ALL SANITARY SEWER MAINS SHALL BE 3 -0 . DUCTILE
0 4. MINIM
RON PIPE WILL BE SUBSTITUTED WHEN MINIMUM COVER CAN NOT BE
I
`O MAINTAINED.
N
ANDARD DEPTH OF COVER FOR WATER MAINS SHALL BE 3' -0' MIN.
ST
v 5. THE
i EXCEPT AT VALVE OR HYDRANT LOCATIONS, OR OTHER SPECIAL CONDITIONS.
E CONNEC7ON TO EXISTING WATER MAINS SHALL BE PERFORMED ONLY
6' NG AND CHLORINATION ARE SUCCESSFULLY
AFTER ALL PRESSURE 11ESTI
COMPLETED AND THE LOCAL REVIEW AUTHORITY HAS AP PROVED THE CONNECTION.
THE CONTRACTOR SHALL- AVOID DISRUPTION OF EXISTING SEWCE,
0
0
-�
7. REFER TO PLUMBING DRAWING SERIES FOR THE HE LOCATION OF WATER AN
�
SgNI TARP SEWER SERVICE CONNECTIONS AT THE BUILDING.
-
8. UNLESS OTHERWISE NOTED, THE PHYSICAL CONNECTION BETWEEN THE SITE
�
UTILITY
LINES AND THE PIPE INSTALLED BY THE PLUMBING CONTRACTOR SHALL
BE MADE By THE SITE UTILITY CONTRACTOR.
° 9. PIPE LENGTHS SHOWN ON PLAN ARE THE ENGINEER'S ESTIMATE USED TO
�c
CO MPUTE PIPE SLOPES AND INVERTS AND SMALL NOT BE CONSTRUED BY THE
° .
CONTRACTOR TO REPRESENT THE ACTUAL QUANTITY OF PIPE REQUIRED.
73
0
DATE
rCIO
IN
1
I
ltm Ir maw- ml.� MINAW 4=L NNM'
10. IF WATER LINE CROSSES OVER SANITARY SEWER WITH LESS THAN 18 INCHES
CLEARANCE BOTH PIPES SHALL BE DUCTILE IRON 10 EACH SIDE. IF
�RTICAL REGARDLESS OF CLEARANCE* BOTH PIPES
WATER CROSSES UNDER THE SEWER
SHALL BE DUCTILE IRON 10' EACH SIDE, IF WATER LINE RUNS PARALLEL TO
SEINER LINE WITH LESS THAN 18" VERTICAL CLEARANCE AND LESS THAN 10
SIDE CLE~CE BOTH PIPES SHALL BE DUCTILE IRON.
11. IF REQUI RED BY NUMBER 10 ABOVE, REPLACE EXISTING SEWER WITH DUCTILE
IRON PI , PE CLASS 350 WORKING PRESSURE WITH GASKETED JOINTS, 10 EACH
SIDE OF WATER MAIN, BRANCHES, UNAPPROVED BYPASS PIPING,
BE NO TAPS, PIPING BRAN
12. THERE SHALL OR OTHER WATER-USING
HYDRANTS, FIRE DEPT. CONNECTION POINTS, WATER METER
APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEE7V ANY
AND ITS CMU- REQUIRED BACKFLOW PREVENTER.
13. EACH C
MU- REQUIRED BPA IS REQUIRED TO BE QED BY A CMU- APPROVED
CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM IN SERVICE.
0
7
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LEG END:
EXISTING SIG EXISTING STORM SEWER MANHOLE — —767-- EXISTING CONTOUR LINE
N �
—�—
—767— PROPOSED CONTOUR LINE
IRON PIN PROPOSED STORM SEWER MANHOLE
aP EXISTING
+787.5 EXISTING SPOT ELEVATION
�¢r EXISTING LIGHT POLE �y EXISTING UTILITY POLE
\-767.5 PROPOSED SPOT ELEVATION
RAW RIGHT —OF —WAY — x ---x -- EXISTING FENCE
TEMPORARY DRAINAGE INLET PROTECTION
---t�E EXISTING UNDERGROUND ELECTRIC LINE
HC ACCESSIBLE SPACE - - TEMPORARY SILT FENCE
. TREE TO REMAIN —0 EXISTING OVERHEAD POWER LINE
EXISTING TEMPORARY TREE PROTECTION BARRICADE
­T ----- EXISTING UNDERGROUND TELEPHONE LINE LINE
EXISTING FIRE HYDRANT .� .-� .� EXISTING STORM DRAINAGE
-- SS— — EXISTING SANITARY SEWER LINE PROPOSED STORM DRAIN PIPE
FM PROPOSED FIRE HYDRANT'
-�- PROPOSED SANITARY SEWER LINE sR PROPOSED ROOF DRAIN PIPE
EXISTING WATER VALVE
..... EXISTING WATER LINE 0 EXISTING DRAINAGE STRUCTURE
H PROPOSED WATER VALVE ___,__Dw_.__.__ PROPOSED DOMESTIC WATER LINE
� PROPOSED DRAINAGE STRUCTURE
F-W PROPOSED FIRE WATER LINE LIMITS OF CONSTRUCTION
®wm EXISTING WATER METER
y�._____ PROPOSED IRRIGATION LINE 0 co PROPOSED SANITARY SEWER CLEANOUT
lift' PROPOSED WATER METER
EXISTING GAS LINE - •- - - PROJECT BOUNDARY
EXISTING GAS VALVE GUTTER
EXISTING CURB AND
OPM EXISTING GAS METER
PROPOSED CURB AND GUTTER
S EXISTING SANITARY SEWER MANHOLE PROPERTY LINE
0
PROPOSED SANITARY SEWER MANHOLE
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ARCHITECTS
Two Bank of America Plaza
101 South Tryon Street
Charlotte, North Carolina 28280
7041332 -7004
�1 10 Pope Ave, Executive Park 8
lL Hilton Head, South Carolina 299,
8431785 -6801
2530 Meridian Parkway Suite 300
Durham, North Carolina 27713
9191806 -4399
1—i 155 East Boardwalk Suite 0400
U Fort Collins, Colorado 80525
9701232-3125 14
SITE232°
W. Morehead Street
�1 Charlotte, NC 28208
Landscape Architecture
Site Planning
Civil Engineering
wwwsitesolutionspacom
Telephone- 704 -521- 9880
S 0 L UT I O N S Facsimile- 704 -521- $935
CARD# 2870
CAR
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15471
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C _S•
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RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
C
L
I 1
MARK
DATE
DESCRIPTION
1
02/8/08
Co e Rev ie
Revisions
CD
-11 r 28 / 01 1-L00
CONSTRUL :OI
DOCUMENTS
PROJECT N0: FWA 2291.02
DRAWN BY: JER
APPROVED BYE BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
AND REMAIN THE PROPERTY OF
THE FWA GROUP ARCHITECTS.
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT IS PROHIBITED.
SHEET TITLE
UTILITY
PLAN
SHEET NUMBER

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REFERENCE:
3 /8-EIR
LEGEND:
1 I 2
1
1
5E'E
ENLARGEMENT #2
/
I
1
/
11 wtio `0�119
� - I
. . . ................
........ .............
.........
' • •`
8 "X6 REDUCER
f
1
6" C800
E �
\ ` NLARGE ENT #1 �
pv Nv M
Noy
SANITARY SEWER SCHEDULE
STRUCTURE
EXISTING SIGN
INVERT IN
EXISTING STORM SEWER MANHOLE
EIP
EXISTING IRON PIN
2
PROPOSED STORM SEWER MANHOLE
�
EXISTING LIGHT PALE
C0.7
EXISTING UTILITY POLE
R/W
RIGHT -OF -WAY
-x -x-
EXISTING FENCE
HC
ACCESSIBLE SPACE
- WE -
EXISTING UNDERGROUND ELECTRIC LINE
•
EXISTING TREE TO REMAIN
-O
EXISTING OVERHEAD POWER LINE
81 LF, 6" PVC @a 1.04%
SSMH #5
T -
EXISTING UNDERGROUND TELEPHONE LINE
736.41
T
EXISTING FIRE HYDRANT
co #6
--
--
741.67
--- --
EXISTING SANITARY SEWER LINE
FH
-�-
PROPOSED FIRE HYDRANT
741.67
50 LF, 4" PVC @ 1.04°x6 (MIN)
co #8
--
--
PROPOSED SANITARY SEWER LINE
®�
EXISTING WATER VALVE
--
--
741.67
90 LF, 4" PVC @ 2.41 % (MIN)
-yY- --
EXISTING WATER LINE
►�
PROPOSED WATER VALVE
-- DW ---- --
PROPOSED DOMESTIC WATER LINE
DOM
EXISTING WATER METER
- FW`
PROPOSED FIRE WATER LINE
■
PROPOSED WATER METER
- -`w--- -'
PROPOSED IRRIGATION LINE
�
EXISTING GAS VALVE
--
EXISTING GAS LINE
741.67
EXI STING GAS METER
co #14
EXISTING CURB AND GUTTER
--
740.62
�._..r_.....� -�
PROPOSED CURB AND GUTTER
a
EXISTING SANITARY SEWER MANHOLE
740.95
PROPERTY LINE
10
PROPOSED SANITARY SEWER MANHOLE
-=
EXISTING STORM DRAINAGE LINE
2
co #17
--
PROPOSED STORM DRAIN PIPE
i 7-&7 -
EXISTING CONTOUR LINE
°^ -
PROPOSED ROOF DRAIN PIPE
--
PROPOSED CONTOUR LINE
Q
EXISTING DRAINAGE STRUCTURE
+767.5
EXISTING SPOT ELEVATION
�
PROPOSED DRAINAGE STRUCTURE
\-767,5
PROPOSED SPOT ELEVATION
711.08
LIMITS OF CONSTRUCTION
190 LF, 8" PVC @ 1.04%
TEMPORARY DRAINAGE INLET PROTECTION
o co
PROPOSED SANITARY SEWER CLEANOUT
Am
TEMPORARY SILT FENCE
-r - - -
PROJECT BOUNDARY
TEMPORARY TREE PROTECTION BARRICADE
1 I 2
1
1
5E'E
ENLARGEMENT #2
/
I
1
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........ .............
.........
' • •`
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f
1
6" C800
E �
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pv Nv M
Noy
SANITARY SEWER SCHEDULE
STRUCTURE
RIM ELEV.
INVERT IN
INVERT OUT
PIPE OUT
EXSSMH # 1
728.00
715.20 (EX)
715.20
115 LF, 8" PVC @ 1.06%
EXSSMH #2
736.25
728.92
724.00 (EX)
95 LF, 8" PVC @ 7.36%
SSMH #3
741.80
730.38
730.18
121 LF, 8" PVC @ 1.04°
SSMH #4
743.00
731.42 (SSMH#S)
732.69 (co# 8)
732.49
81 LF, 6" PVC @a 1.04%
SSMH #5
743.00
739.50 (co# 9)
737.48 (co# 11)
736.41
103 LF, 6" PVC @ 1.04%
co #6
--
--
741.67
57 LF, 4" PVC @ 1.04% (MIN)
co #7
--
--
741.67
50 LF, 4" PVC @ 1.04°x6 (MIN)
co #8
--
--
740.43
80 LF, 4" PVC a@ 1.15%
co #9
--
--
741.67
90 LF, 4" PVC @ 2.41 % (MIN)
co #10
--
--
741.67
21 LF, 4" PVC C@ 1.044° (MIN)
co #11
--
--
733.73
100 LF, 4" PVC @ 1.04%
co #12
--
--
734.70
93 LF, 4" PVC @ 1.04%
co #13
--
--
741.67
15 LF, 4" PVC @ 1.04% (MIN)
co #14
--
--
740.62
50 LF, 4" PVC @ 5.4816
co #1 5
--
--
740.95
32 LF, 4' : PVC P 1.04%
co # 16
--
--
741.29
32 LF, 4" PVC @ 1.04%
co #17
--
--
741.67
37 LF, 4" PVC @ 1.04%
co #18
--
--
741.67
79 LF, 4" PVC @ 1.04% (MIN)
SSMH # 19
731.00
731.22
713.02
187 LF, 8" PVC @ 1.04%
SSMH #20
730.20
711.08
710.88
190 LF, 8" PVC @ 1.04%
SSMH #21
715.75
708.91
708.71
14 LF, 8" PVC a@ 1.04%
3
1
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l i
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61 CHECK VALVE
Water Line Enlargement
Scale: 1 " =20'
4 PVC (0�;H40)
Nc (C800)
1
4 REDUCED PRESSURE BACKFLOW PREVENTION 7
ASSEMBLY INSTALLED ABOVE GROUND WITHIN A
HEATED, INSULATED ENCLOSURE PER CMU REQUIREMENTS.
NN
ENCLOSURE TO HAVE DRAIN PORTS FOR DISCHARGE
WATER PER CMU REQUIREMENTS.
3
4" DOMESTIC WATER METER BY CMU.
DETECTOR METER BY CMU.
8" WATER AP 15Y CMU.
CONTRACTOR TO AY�ALL EE5
\� \�10" GNOUA
1 -1 /2" IRRIGATION METER
DEFECTOR METER BY CMU. Q
� Water Line Enlargement
Scale: 1 "=20'
e" pvc (C900)
4" PVC (6CH 40)
X51 P05T INDICATOR
C20V VALVE
- 8" X8'1 X6" TEE
-8" CHECK VALVE
- 8" x8" x6p TEE
8" DOUBLE CHECK VALVE A55EMBLY
0
'()21 ASSEMBLY INSTALLED ABOVE GROUND WITHIN A
HEATED, INSULATED ENCL05URE PER CMU REQUIREMENTS.
ENCLOSURE TO HAVE DRAIN PO RT5 FOR DISCHARGE
WATER PER CMU REQUIREMENTS, INSTALL TAMPER
SWITCHES ON 05 4 Y VALVES, HEATER SHALL BE UL LISTED.
THERMOSTATICALLY CONTROLLED 1000 WATT (MAX), 120 VOLT
60 HZ.
1 -1 % 2" DOUBLE CHECK VALVE ASSEMBLY
t ASSEMBLY INSTALLED ABOVE GROUND WITHIN AN
INSULATED ENCL05URE PER CMU REQUIREMENTS.
ENCLOSURE TO HAVE DRAIN PO RT5 FOR DISCHARGE
WATER PER CMU REQUIREMENTS.
O
0 40 80 120
1 "= 40'
4 5 6 7
ARCHITECTS
■ Two Bank of America Plaza
DESCRIPTION
101 South Tryon Street
Charlotte, North Carolina 28280
7041332 -7004
10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
8431785 -6801
2530 Meridian Parkway Suite 300
(l 1 A I 1 I
Uul f lui l 1, iVul tit l.JUl u!• I lu / / / I J
9191806 -4399
155 East Boardwalk Suite #400
Fort Collins, Colorado 80525
9701232 -3125
I T r 2 3 2 0
02/8/08 O8
Cow Reis ipw
Revisions
t�
�L y
s
1
f
I
r
J`
n
FIRE
HYDRANT
� SITE � gg ff
STATION xGQ
1
FIRE DEPARTMENT
\17 �11 �11 �11 �11
l i
0900) 7 J
61 CHECK VALVE
Water Line Enlargement
Scale: 1 " =20'
4 PVC (0�;H40)
Nc (C800)
1
4 REDUCED PRESSURE BACKFLOW PREVENTION 7
ASSEMBLY INSTALLED ABOVE GROUND WITHIN A
HEATED, INSULATED ENCLOSURE PER CMU REQUIREMENTS.
NN
ENCLOSURE TO HAVE DRAIN PORTS FOR DISCHARGE
WATER PER CMU REQUIREMENTS.
3
4" DOMESTIC WATER METER BY CMU.
DETECTOR METER BY CMU.
8" WATER AP 15Y CMU.
CONTRACTOR TO AY�ALL EE5
\� \�10" GNOUA
1 -1 /2" IRRIGATION METER
DEFECTOR METER BY CMU. Q
� Water Line Enlargement
Scale: 1 "=20'
e" pvc (C900)
4" PVC (6CH 40)
X51 P05T INDICATOR
C20V VALVE
- 8" X8'1 X6" TEE
-8" CHECK VALVE
- 8" x8" x6p TEE
8" DOUBLE CHECK VALVE A55EMBLY
0
'()21 ASSEMBLY INSTALLED ABOVE GROUND WITHIN A
HEATED, INSULATED ENCL05URE PER CMU REQUIREMENTS.
ENCLOSURE TO HAVE DRAIN PO RT5 FOR DISCHARGE
WATER PER CMU REQUIREMENTS, INSTALL TAMPER
SWITCHES ON 05 4 Y VALVES, HEATER SHALL BE UL LISTED.
THERMOSTATICALLY CONTROLLED 1000 WATT (MAX), 120 VOLT
60 HZ.
1 -1 % 2" DOUBLE CHECK VALVE ASSEMBLY
t ASSEMBLY INSTALLED ABOVE GROUND WITHIN AN
INSULATED ENCL05URE PER CMU REQUIREMENTS.
ENCLOSURE TO HAVE DRAIN PO RT5 FOR DISCHARGE
WATER PER CMU REQUIREMENTS.
O
0 40 80 120
1 "= 40'
4 5 6 7
ARCHITECTS
C
V 1 1 L W. Morehead Street
7 Charlotte, NC 28208
` Landscape Architecture
Site Planning
Civil Engineering
www.sitesolutionspa.com
L 11 N S Telephone- 704 -521 - 9880
Facsimile- 704 -521 - 8955
V CARD# 2870
CJWAL
o
o S s
a
s
15471
YAe �� �R♦ f `� p
E. 00
0-10
F-_7
rL&A L7* M r7_0� 3 FILES i 7
RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
■ Two Bank of America Plaza
DESCRIPTION
101 South Tryon Street
Charlotte, North Carolina 28280
7041332 -7004
10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
8431785 -6801
2530 Meridian Parkway Suite 300
(l 1 A I 1 I
Uul f lui l 1, iVul tit l.JUl u!• I lu / / / I J
9191806 -4399
155 East Boardwalk Suite #400
Fort Collins, Colorado 80525
9701232 -3125
I T r 2 3 2 0
C
V 1 1 L W. Morehead Street
7 Charlotte, NC 28208
` Landscape Architecture
Site Planning
Civil Engineering
www.sitesolutionspa.com
L 11 N S Telephone- 704 -521 - 9880
Facsimile- 704 -521 - 8955
V CARD# 2870
CJWAL
o
o S s
a
s
15471
YAe �� �R♦ f `� p
E. 00
0-10
F-_7
rL&A L7* M r7_0� 3 FILES i 7
RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
DATE
DESCRIPTION
02/8/08 O8
Cow Reis ipw
Revisions
CD
112811 0 7
100'/
CONSTRUC sOt
DOCUMENTS
PROJECT NO: FWA 2291.02
DRAWN BY: JER
APPROVED BYE BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
AND REMAIN THE PROPERTY OF
THE FWA GROUP ARCHITECTS.
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT IS PROHIBITED.
ASHEET TITLE
UTILITY
PLAN
SHEET NUMBER

V 2' 1
B 5 WASHED STONE 'THICK . x N HIGH (MN)) CLAS I RIP RAP
-0' MIN. B
WIRE FtTI - SPILLWAY CREST �•,,.y / /'�
� ll
# ,--
100' MIN.
# 5 W'148HEV STONE i
EXISTING PUBLIC STREET
STANDARD METAL
GROUND POSTS 2 -0 IN '�J
x:. -• . •. . , M. ,, : .,. ._ ,........ � PIPE --�.
..�`' • � ' ° o � ' i' l• �
not• . -WOMN PILTER FABRC GROUND R1PRA�' •.::•v a C�o ° o� ° c :w'. • .
„ .
• `,1� FLOW ,� .r �M'�'i • ��
SOIL STABILIZATION FABRICI WN
Q a pp
co
GALViNIZEO a I
UNDER STONE •�•s : o • .r »,•�;{, '�.
•�S+• © a a ♦ •y' �•r•.�3 Z^%wi • M� 1'•'i�t itit~v. ••w• •:• ••I Y•i i1� •�.•ti w.•�. M�N•,��4 ;.I•
M ::I • y` R �,� ••`•• ice•••• „Sr •t'•w Nr y/• �:'► • t• Y ••,r••.•'r •►•.� �• i•
HARDWARE WIRE , .� ...«,..�; w,, ..........
2-3 BALLAST STONE � •w
EXTENDS DOWN TO
100' MIN.
TOP of BoxPLAN
SECTION 13- B � / j � ��-----
--------- W (SPILLWAY)
'b ( � Two Bank of America Plaza
1 1
b° sca 011
I MIN 2J3 STREAM WIDTH 0 South Tryon Street
SEOI*rIfNT STOR14C>E AREA
Charlotte North Carolina 28280
z Q� 88 + ( mo o 7041332-7004
d� I. FILTT:R F'I4BRNC SN•W.i. BE A NIMPfA1�1M OF 32" IN WIDTH AND .,�� oo
2 a S � o SHALL HAVE A MINL4 UM OF 0 LINE WIRES WITH 1 e STAY BPAC
$ � oc� 0 p -LPERSPECTNE , V EV�I
00 c4 Op 0 2. WOVEN FILTER f�ABRIC BE USED WHERE SILT PENCE IS To R _ o o $ 85 WASHED STONE ❑ 10 Pope Ave, Executive Park
*' m FOR A PERIOD OF MORE THAN 3O DAYS. � + Ct11S8 I RIP RAP Hilton Head, South Carolina 29938
M 3. STEEL POSTS SHALL BE V -O' IN HEWIT' AND BE OF THE STEEL POST WITH WIRE a 4 9' ASM $FLow STORAGE ZON is 8431785-6801
�. - WTMNM ANGLE OTM TA'P'E° F iCir BAGKtiVG c o TOP QP &14c FINISH GRADE
__------c r�sg o �q ______---__-- cP ` �,� _ 4. Pit ADWATED SILT INCE I8 NOT ALLDWED. 2530 Meridian Parkway STORMWATER STORAGE ZONE n a y Suite 300
z 000 O FILTER Durham, North Carolina 27713
Q AL7T:R FABRIC _
I 5. - 919 806-4399
NOTES: 8. ?URN SILT UP AT 3 � O4b a 0 6ECTJON A A GLS 1 q►�
FENCE SLOPE END8. '�I 0 Q O RIPRAP _ -
d� 8' "'' 155 East Boardwalk Suite #400
7. FABRNC USED WITH WIRE MESH IW1Y USE b' � POSTS. ° Fort Collins,1. A STABILIZED ENTRANCE PAD OF WASHED 2-3" STONE BALLAST SHALL BE LOCATED WHERE ��y ,�p r O $ o PIPE Colorado 80525
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. o O o ELEVATIONS A AND B ..�,,,� ., +----------'---- 9701232-3125
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. /� `$$ o �O 6 ARE EQUAL WX. SEDIMENT• DEPTH
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILT. PREVENT TRACKING OR OWI OF MAINnNy" NO= 1. 14LTM PARRIEW SHALL BE INSPECTED *A*W1`ELY AFTER � USO o a � � A B CLEAN OUT POI
FL NG SEDIMENT EACH � AND A � C N!7
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL T LBW VIAILY DURING RA�"LrL° ANY
STONE AS CONDMONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. REPAIRS SMALL BE MADE vIATELY. ANCHOR ewr f' m 4x)0(D•oO000 O ° •� � � ---- g 2 3 2 0
2. BI�K>IJLD THE OR PRIOR TO THE END WITH ~ACTED SOIL ,
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. OF THE EXPECTED tIE LINE AND THE WRIER � 16 � • THE �'"'""'' """"""''�, _,.....,. STORAGE AREA W. Morehead Street
FABRIC SW�1L.L BE REPLACED PROMPTLY.
».
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN 3. s�EOIMENr DEPOSITSa SHOULD BE ro�vED AFTER EACH STOW EVENT. THEY � Charlotte, NC 2$208
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABIUZED WITH CRUSHED STONE WHICH DRAINS INTO AN
MUST 8E REMOVED WHEN DEPOSITS REACH APPIM HALF THE HEIGHT OF •
APPROVED SEGMENT BASIN. Lands a Architecture
THE BARRIER. ANY SED Nr DEPOSITS REMI1tNMVG IN PLACE AFTER 57 WASHED STONE PLACED TO A
THE SILT PEKE NS REMOVED SHALL DE DRE NED TO CONFORM 'rO THE
HEIGHT OF 12 -18 MIN. ABOVE SECTION THROUGH STREAM Site Planning
TOP OF -BOX
Civil Engineering
• Temporary e ora EiIt r www.sitesolutions a.com
a erm B �nh k D asTem oraec ani pravel onstr Euct on EntranceTem ora ilt Fence DetailTemora Dr i_ _ _a na e l nlet PrTel h n�tectl an,� Telephone- e 704 52 19880
4
lC�.
� N.T. ,K. STD, 30,12CHAR. MECK. OTD, 30,11A CHAR, MECK, OTD, 30006�Facsimile- 704 -521- 8955
CADD# 2870
1 • B FILL SLOPE
MIN. NOTES: STEEL POST
N 1. DRIVE STEEL FENCE POST AT LEAST 18" INTO
�y SOLID GROUND , OPEN COiR MESH •
2 MIN l�!�IE�,
c9 - JUTE FABRIC
a� COMPACTED BERM 2. WOOD POSTS ARE NOT ACCEPTABLE ? (APX. 1 X1 OPENING) SEE APPROVED TREE 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. ,���• •�i��
2 PRESERVATION PLAN FOR 2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES. ��� 1�1 CAS
RIP RAP APRON SCHEDULE + -., REQUIRED RADIUS ''� •.....,
`-'°°'°`°°'I OF TREE BARRIER 3. REFER TOCITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000 �� ,•'� •O
FES # D RR ��RAL Ojp � 3. TIE MESH TO POSTS ®6 O.C., SPACE POSTS 4 O.C. ��
CLASS W L H M ot��y� 2 lu�N
3 - •------ --• ••.. FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION. • • •
MH 27.1 18.0" B 23.0' 20.0' 24 3
�� . I
MH-37.9 25.5" 1 29.0' 26.0' 24 3
�.. 1120 ;
n
WW-C 18.0 B 14.5' 10.0' 36 3 3 ' • N �� Q
CLEAN OUT BEHIND BAFFLES • y ..� ;
AFTER EACH RAIN INLET ZONE (35lG / :� 7�?,: 4
ANCHOR SKIRT , •
rZ! OF SURFACE AREA} � , "j� ., �.,. �V
• S MINIMUM • •••...••• `�
�r
IonuN JUTE BAFFLE (TI --, • Q. •
z _..:�, -.- ::_� SEE PLAN
PLAN0 _ f w SAFELE PETAI L �.
RIP RAP APRON SCHEDULE ROADWAY IMPROVEMENTS
�. EARTH BERM
Temporary B FES # D RR CLASS W L H M Si� I FIRST CHAMBER (2595t -�
L D1 9.0 A 9.25' 8.0' 10 3 .7
OF SURFACE AREA)
(10' MIN.) E1 9.0" A 9.5' 8.0' 12 3 CHAR. MECK. 61-D. 30.05
61 9.0" A 9.25' 8.0' 10 3
'I. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END PLAN VIEW -OF ROOT ZONE
.�uTE OR EXCE'LSiO!? MST LINING
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF INSTALLED IN ACCORVIANCE WiTH
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT. W ~FAMRER'S SPECIFICATIONS
3. THERE SHALT. BE NO OVERFLOW FROM THE END OF THE APRON T4 THE NATURAL GRADE tt 9 &*xx*
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED Ell _ BOTTOM WIDTH "W
SHALL. BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL THE - =_I
ONE FOOT FOR EACH
APRON SHAtJ. HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. I RIP RAP D I = = " i
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM _ _ tiJ"' NCH OF TRUNK DIAMETER Z
WIDTH OF THE RECEMNG CHANNEL.. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 DEPTH OR 1/2 HEIGHT OF TREE
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95X OR GREATER. «Q« 1 r FOR PRUNING SEE WHICHEVER IS GREATER :3 OAD
S. THE PLACID OF FILL. EITHER LOOSE OR COMPACTED iN THE RECEIVING = LINING DEPTtf SECOND CHAMBER (25X NATIONAL ARBORIST °-
CHANNEL Si•I41 NOT BE ALLOWED. _ « « -'
of SURFACE AREA 6 MINIMUM WIDTH c
H i ASSOCIATION SPECS. O •
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL SCHOOL
BE PERMITTED. - S BARK MULCH, PLACE BARK MIDDLE
4"5 WASHED STONE - MULCH AT AREAS NOT
8. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR LAYER OF FILTER F � SURFACE (AREA DEAD TREES AND SCRUB OR UNDER o �
RIPRAP APRON DESIGN STANDARDS. FABRIC) PROTECTED BY BARRIER.
7260 HIGHLAND CREEK PARKWAY
9. DEPENDING NOTE: MINIMUM H�2 3
GROWTH SHALL BE CUT FLUSH WITH
1
ON SOIL CONDITIONS, WASHED STONE OR FILTER FABRIC WILL 8E PIPE DIAMETE ,��
ADJACENT GRADE. NO GRUBBING - CHARLOTTE, NORTH CAROLINA
NECESSARY UNDER RIP RAP. PEROPECTIVE
10. ANY DISTURBED AREA FROM END OF APRON TO RECEMNG CHANNEL MUST SECTION B-B VLIMB
REMOVAL ALLOWED UNDER DRIP UNE.
BE STABILIZED.
A. ,�.. � ?�• 'vg`s .. '
2"x4" STANDARDS + 1"x4" RAILS .
OR ORANGE SAFETY FENCING c
GrassLinedwal D �r Ene etaMAY BE USED.ae ec ionRit Ra A ront ence a e nsta anon -
CHAR, MECK, STD. 20923
-'III Ill- -i i i
N.T.S.
• 0 Temporary Tre e oEN�
�iAl NOTES.
I-VORTEX PLATE
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRU68ED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT. THE POOL AREA SHALL BE CLEARED,
WELDED TO OAF R TRASH RACK SHALL 8E REMOVABLE 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL B FREE OF ROTS OR OTHER
H �c FOR r�nSE IN MNINTENANCE. WOODY VEGETATION AS WELL A$ OVERSIZED STONES, ROCKS, ORG�ANlC MATERIAL, OR
OTHER ODJEC17ONAOLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WiTH EQUIPMENT WHiLE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE
T�iP. RIP-RAP SPILLWAY CONSTRUCTED THROUGH FILL 6ECT7ON6. ALL SPILLWAYS SHOULD 8E LiNED AND/OR RiPRAPPED.
SECTION A-A 1' FREEBOARD 0! MK
'e� TOP of DAM 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HA6 ACCUMULATED TO ONE-HALF THE DESK�7V DEPTH OF THE
TRAP. REMOVED SEDIMENT SHALL BE DEP061TED 1N A 6UITABLE AREA iN SUCH A MANNER THAT IT WILL NOT ERODE.
�' DESIGN HIGH-WATER
SUMMER
LATE WINTER/EARLY SPRING
0100 A ANTI-VORTEX PLATE � - SEED IM TELLY 4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECE66ARY.
• TRASH R� SEEDING MIXTURE
2 5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION SPECIES RATE(LB/ACRE)SEEDINGMIXTURE
TION !6 MINIMIZED.
SPECIES RATE LB ACRE
aK11ER sEE GERMAN MILLET 40 / }
DETNL 12, THIS SHEET 2'S 2.5 a _ yO 6. ALL CUT AND FiLL SLOPES SHALL B E 2:1 OR FLATTER, UNLE66 CER77FI ED BY REGI5T FRED GEOTECHNICAL ENGINEER. IN THE PIEDMONT AND MOUNTAINS A SMALL-STEMMED ANNUAL RYE GRAN 80
SEE PLAN FOR SIZES - R� 1 TALL FESCUE 20
CREST ,� CMP 7. SEDIMENT B S U N DAN G ROSS MAY B E S U B STITUTEO AT A RATE O F 50 E
ASIN EMBANKMENTS SHOULD BE PROVIDED WITH ER06ION CONTROL AND 6TABILIZAVON. LB ACRE. S EDING DATES
�- RISER
PIEDMONT-JAN. 1 -- MAY 1
8. STORAGE AREA 15 SHOWN A6 RECTANGULAR FOR ILLUSTRATIVE PURPOSE6 ONLY. AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME MARK DATE DESCRIPTION
�' WATM SEEDING DATES
na•rr SEAL REQUIREMENT 16 MET. THE OA6IN 6HOULD AL60 BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND 6E'DIMENT ARE ON OPPOSITE ENDS ON THE SOIL. AMENDMENTS
LONGER BA61N DIME'NSION5. PIEDMONT-MAY 1 - AUG. 15 FOLLOW RECOMMENDATIONS 0
� •P � P • r �s• RCP F SOIL TESTS OR APPLY 2,000
PROVIDE ROPE N DI�CHAR� PiPE 9. REQUIRED STO�C� 15 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA. IF SOIL AMENDMENTS LB RE GROUND AGRICULTURAL LIMESTONE AND 750
TETHER TO BANK N CLEAR WATER FROM UNDISTURBED AREAE IN DRAINAGE SA5IN ARE
TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON ER061VE MSSURE THEN BA61NS MAY BE SEIZED BY DENUDED ACRES. RECOMMENDED STORAGE 16 1800 FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY LB/ACRE 10-10-10 FERTILIZER. FIBER MULCH I S ALSO
_ 2,000 LB ACRE GROUND AGRICULTURAL LIMESTONE AND ACCEPTABLE. SUBMIT MIX FOR APPROVAL.
�A' CUBiC FEET OF STOkAGE PER ACRE OF G►RAINAGE AREA. %
•• � � � • � » t•••' • • 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
• '` ' � ' '' �' ' ' • •. � � ' '' ' 10. THE LENGTH OF THE STONE OUTLET (SPILLWAY) iS TO BE BASES ON A 10 � STORM.
APPLY 4,000 LB ACR
E STRAW ANCHOR STRAW BY TACKING
�-
ANTI-SEEP, MULCH � / •
CONI. ANCHOR COLLAR= BARREL ♦ PLUS 3' 11. WHENEVER TOPOGRAPHY ALLOWS, THE WIN LENGTH SHOULD BE TWICE (2X) THE WIN WiDTH, TO ALLOW FOR SETTLING. BAFFLES SHOULD OE PROVIDED IN THE WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
. s BASIN WHERE THE LEI\IC�TH !S LESS T1HAN TWICE THE WIDTH. APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
CLEAN OUT ST TACKING WITH DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
ASPHALT, NETTING, OR A MULCH MULCH ANCHORING TOOL.
EXCAVATED PIT Eley, Cl.r�w °� 12. CLEANOUT 6TAK ES SHALL BE PLACED 1N ALL SEDIMENT WINS AT THE LOW POINT IN THE BA61N. THE STAKES SHALL BE MARKED SHOWING THEANCHORING TOOL, A DISK WITH BLADES SET NEARLY
HALF FULL,
UNDER SKIMMER DATA sLOCK CLEANOUT POINT, of THE 5A61N. STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.,
MAINTENANCE
eA81N p�R �� 9�LOPE D S H Y Z STOKE �• �• �• �cc� 13. aAFE1Y FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS. MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
NO. 5 c REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. OTHER DAMAGE.
PRE-2 24« 15' 1.0% 12' 5' 3.03' 4.44' 2.2' 12,888 743.0 748.0 746.03 4,$'X4.5' 14. FOR DEV ION OF R16ER TYPE SEDIMENT WINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES, ER061oN AND, RESEED, REFERTILIZE AND MULCH IMMEDIATELY FO LLOW I N G
SEDIMENT CONTROL PLANNING, AND DESIGN 14MgjAL,
EROSION OR OTHER DAMAGE.
15. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SiLT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
16. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FiNAL,. GRADE HA6 BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION W BEEN GRANTED
• BY 17-1E CiTY/COUNTY LAND DEVELOPMENT INSPECTOR �� THE GRASS HAS GERMINATED AND STABLE GROUND � BEEN ESTABLISHED,
Tempora, edimentBassnTem eed�nSchedule
NTS 17. WASHED 6TONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SiLT FENCE 15 PLACED AT THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY
CHANNEL OR WATER COURSE WHERE 50' OF BUFFER 15 NOT PROVIDED.
1 02/08/08 Code ReVie W
Rev; ��Ons
LENGTH AS NECK SEDIMENT' PIT
SEDlIuI� BASIN DATA SL+OCK TO GO THRU DIKE RIP RAP � WASHED STONE
� iEMPC?RARY ..R TO $E REMOVED $Y OTHERS PIPE z FILTER BERM �,
DAM- 5' MIN. :� D 11/28/077 10 0 • .
ELEv. EI.EV. ELEv. /�I`'TER BUILDING PACXACE PHI'ISE IS G'OI�i'LETED. 1' MIN. (SEE DETAIL #5) �� -?--. .
0 D s Y H z RMIR s1RoRtiGE A B C DIA, TOP of BERM FREEDWO tom.) C ON S T R U M.ON
• DiMENT PIT D O C U M E �N T S
PRE-1 12' a' 8.38' 4.95` 3.80' 34,074 713.00 722.00 719.30 1-5. �� 1 r - - • ;• D' K�TI HIGH MMITER (IuNN}
DOWN
80WE TRASH RACK NO. 4 RED,AR (6" MIN.) FLEXIBLE PIPE H=D+12 •
SPILLWAY CREST 1 AMAX. � 'I •a`
00 REAR WELDED 8" O.C.E.W. J
• 380Q CU. FT, /'1�C+RE
0 (nmp. STRAP # $DLT TO box) STAKE - , • • •• ff-MA T 8T ,
. MNXF" LEVEL OF CLEM OUT ST 12" 85 WASHED 5
TIE DOWN • • (CLEM BASIN OUT WHEN H=2 •Z � 1
PROJECT NO: FWA 2291.02
0 . 10' WIDTH SHELF (1YP} AT END • THIS LEVEL REACHED} .
•
4' (MIN)*• • • • . Zs 2
CONTROL STRUCTURE CS-C 3 M�VNTE WN�CE 12" DWNETER (D) • • •
A=M SQUARE JR&H RACK DETAIL
. FILTER l:ABRIC �IP RAP
. SYLI N THROUGH BEAM AM FLLM
• DRAWN BY: JER
AREA UNOEt EMBANIp�IENT SWLLL 8E G.EARED. t�l�. AND S'fRIPPEO OF ANY VEGETA'itOl�f /WL? R00? MAT. -� TOP OF OM�M �S
� -*-- EL 722.00 TAKES � I � � THE POOL �► SHALL � CLEARED.
$ o / / _ 3 L (4 MIN.NNW) class 1 OR 2 z THE FTLL MATERNAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL APPROVED B Y : B J C
Zs OTRAP TOP of 2 SKIWERS 3 * AT THAN 1 SIA " ' CARRY RIP RAP UP RIP RAP AS o STONES, ROCKS, ORCAM MATERIA. OR INNER OBJECMONMXE MATERIAL. THE EMBANKMENT SHALL
TO�G►ETHER TO PREVENT COLii810N3 PE 4 X8 CLASS B vQ� EARTH DIKE 1 SILT FENCE BE COMPAMM BY TRAVERSING WITH EQUIPMENT WHiLE 88NG . SPILLWAYS SHOULD WT BE
1 3 RIP-RAP APRON � x� SIDES OF SPILLWAY f
/ CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RiPRAPPED. THESE DRAWINGS AND THE PROJECT
-� 3. sEOiMENr SHALL 9E REMOVED ANo TRAP RESTORED T�0 rrs oRIGUNAL, aMElNSIONs Wl'IEi+i TI'S HAS A�OCtUMUlJ1 MANUAL ARE INSTRUMENTS OF SERVICE
to
� TEMPoIzARr T���Sr► RAc�c � '�� � 3 N SECTION Tn ONE-144F THE oE�cN DEPTH OF THE TW. REQ �1°°
� 10 YR. STORM ELEV. PVC
1 RIP �, APRON THROUGH SHALL BLE QED IN A StffABL.E AREA IN SUCH AND REMAIN THE PROPERTY OF
E1.. 715,00
%H
I
B� TO � OF 018TUR8ED AREA • : �•..,. >,•':•., ••, .:..:T,:•,:•::::.: - ; •..+.••. THATIT WILL NOR ERODE.
0 / •,..•�.^• �,•�.;,•,, „ ,..•.,. :: THE FWA GROUP ARCHITECTS.
�. : = :� �;� :.;, � 4 THE Ttti1P SWY.l. 8E i AFTER EACH RAIN ANO REPAIRS .
' / '''";; :�x �;r;z:. ,_...��;���:``;;;,.' MADE N� UNAUTHORIZED DUPLICATION OR REUSE
�O EMBiANKMENT PLACED IN
H ♦ >' OPERATM SHALL BE
j.'••.1•i ~C� '•y;y•�v'•M• ••f`. ,.♦ ..t• S'.,`•-•.ft',, y ,LL„•• � WASHED ��r. �• C,�IRRIED OUT IN SUCH A MANNER THAT EROSION Mt0 VII�►TER POLLUTION IS MINibNZED
-'t �/++� • ,a r ,w �'• ri~y; �,•'+t�:r•`-:� �/ STONE WITHOUT WRITTEN CONSENT 1S PROHIBITED.
N UFTB AND V�VA►'ri��✓ f IED '� r• '` "'
j/��I� :.�...: °• ''• • t. ; <� ,• + : �:• - .:.:, : } �_ :• 6. ALL CUT ANO FILL SLOPES S•iAl•L BE Z:1 OR FLATTER, UNLESS CERTIFIED BY RECs''fSI W GWIECHNICAL ENGINEER
p TO STAND"D PROCTOR. . .
y '•, > ••:, ;�;; .• _•-'�" ��; ,•; i,.1.�': � � y• :�' 7. � BASIN EM8�1tt�KMENTS St1�0�UL0 8E PRONiD® WITH C' •.... ..• w w• .-:' % . �♦ a' . • :�. «• '... CONTROL AND STABLfIATION.
U `C' REQUIRED SURFACE AREA EL.. 714.00 1. THE TOP OF THE DIKE OVER THE INLET PIPE AND THOSE �x-x SILT PENCE .41 FJW a 91"01M AREA IS SI' M AS RECTANGULAR FOR IU.USTRIITW PURPOM ONLY, AND MAY 8E CONSTRlUCfED IN ANY SHAPE
3 DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1 FOOT FILTER SRI PROV= Tim MINS" Si�ORAGE VOLUME REWP43 M LS MET. THE BASE+! SHOULD ALSO BE oIBENTED SUCH THAT THE
X C8 MN.) SHEET TITLE
cn FN. AND THE MANN FLOW OF WATER AND SEMMW ARE ON OPPOSITE ENDS ON TTE tONc;t.R BASIN DIMENSIONS.
a� 1 HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE.
THE PIPE BE FLEXIBLE WITH WATER 'TIGHT �EG"f1NG e• FAXAM A TN � RMW AM TAKEN MODUI�W OF � THE PM
0"M � BY NON E IF CLW WAM � THEN BONS MAY
.17 WW 85 2. I
� •�� DAA, tV PROVIDE ROPE 8MID8. FLEXIBLE PiPE SHOULD BE STAKED ON EITHER SIDE. ..ELEVATION OF BERM AND FILTER eE s� ear oENUoaD ArCREs. STroRAOE Ns teoo cuelc FEET of s�roRA�cE PER ACRE OF oNz AREA.
L SEE DETAIL 9IW20�0 � TETHER TO MW 03 Ll-l�l 54" RCP 3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET. 10. THE LENGTH OF THE sroNE oLrrLET (�� � TO eE Br�esED ON A to YEAR sroRM.
0 0 3: ? 7xxx f
`A' e�0i`I'OM EL.. 713.0 •ro W W-8 4. THE SOiL AROUND AND UNDER THE INLET PIPE AND INCE 11. � �lOPOARAPHY AL1.+O^ THE BASIN UMM SW ULD BE TOM (Z O TttE BASNN WOM, TO Al"M FOR SUFI. s. �.Es SITE
o --'-------------- SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF PRoalom sN THE BASIN MiIHERE THE LENtitH Ls Lass Tww TWICE THE MINaiH.
DATA BLOCK
12. CLEANOUT STAKES SI'MILL BE PL.A�CED IN ALL BASINS AT THE LANrf POINT IN THE BASiN. THE STAKES StIALL 8E MARKED
� �� E EARTH DIKE. sl�oW�Na THE I'iALF FVC cL,EANouT POINT► of THE BAsaN. STRUCTION
5. FOLLOW-UP INSPECTION AND ANY NEEDED ILMI E DISTURBED STORAGE STORAGE DIMENSIONS STORAGE TOP OF BERM 13. SAFETY FENCING S HIGH SHOULD BE PIIIIII AROUND ALL SEDIMENT RASOM
� 7?3.OiD
BE PERFORMED AFTER EACH 8TORM, AREA REQUIRED 14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH C,AROUNA► DEPARTMENT OF ENWRONMENT,
TOP BOTTOM DEPTH f DIMENSION H L T W X I#ALTH, AND NATIURAL Ems! AND SEDIi�t�ft' MAHM MID D�1 MANUAL
-� Ct.EAN OUT STAKE. EXCAVATED PIT
1.81 AC 6,518 CF
DETAILS
SEDIMENT CLEM OUT, FLEX PIPE 7EW. P� 183' 181` 756.00 110' 759 2 10 3 6 7.5 1s. FOR GREATER THAN 10 01 LENGTH AND BY SILT FENCE AT 'THE TOE OF THE SLOPE. SLOPE
UNPER SKIMMER INTO PLATE DISCI�IRGE PIPE TERRACM
WILL BE REQUIRED.
WATERTIGHT ANTI -SEEP COLLARS 18. TTS BERM ON ANT BASNN.S SHOu. BE SMM ONCE FINN. GRADE HAS BEEN RETE. THE SILT FENCE MAY BE REMOVED
. '.5' ARU iF PERMISSION HAS 8EEN GRAN'! W BY THE CiTY/COUNTY LAND DEVELOPMENT INSPET:M AFTER THE GRASS. HAS 00ft MM
AROUND BARREL Tempora" ,
o Drain( , e AND STABLE QW M� HAS BEEN EWARMO.
l W*04
C'HAR, MECK, STD, T17• WASHED STONE AND WIRE BACKM SHALL BE USED WITH SILT FENCE WHENEVER SLT FENCE 6 PLACEDAT THE TOE OF A
.ens ora edament TSHEET NUMBER
Temporary
sLopE >to vI�aTTcu• OR AL�oNc ANY a�uwNl�L OR WATER so' of BUFFER Is Mn Plzo�noED.
dim n Be e t a�s�n I 15l.

112" RADIUS 112* RADIUS
„ HANDICAP PARKING SIGNS
HAND TROWEL SCORE JOINT- 1 /4"X3/4# DEEP 6' 1' -Q" 6' 1 -O 5 RADIUS CENTERED IN SPACE 1.5" 6.95A 51TUMINOUS 1.25" 5.95A arwmiNOUB
WITH TOOL BANDING, SEE SITE PLAN FOR . `f' 6 1 2" FLUSH CURB WIDTH 6NISH
SCORE JOINT SPACING. 3 RADIUS RADIUS 1 VARIES GRADE ,SURFACE COURSE SURFACE COURSE
,• ' , .. 1/$ RADIUS ;.; ,:: • . S SEE SITE 8' R ? -Se 8X12 S
a : • . , f* NO PORTION OF PLAN AT VAN ACCE SIBLE SK�i ME- •.,,,'
MEDIUM BROOM FINISH PERPENDICULAR , • " • •::: CURB SHALL BE IN < SPACES ONLY d d d
TO TRAFFIC FLOW 3' TYPICAL >: ..,• 1 /81U3 = ..� :. o • : .• j . ` • • • • ' ' a ... • . •.:: THE PATH OF THE �-" 0000. 0000 ---a -- .. SAN EEN
• • .. s . •.• t- :• 1 a , RADIUS ! • s• FLUSH SECTION OF .. .
•-- , . .. 0000... ........ .. ........... _
"i ............ �0 WHITE BACKGROUND
•' . • {• .. ........ ... • • SIDEWALK -
• 6 • , . . ' • • . �: . • THE RAMP AND THE Q} • • a R7 8 OR R7 8a �„,,,,� 1 1 /4
■ .,. ,'I s • ••f. •8 0Lo 0000• •.♦ ••• •>�1•'V P�i r r al nl Al �1 1 S/ ♦ • 5"
•.. . , . • .. ...: s•• .. • , . .. ............. 12 X18 SIGN {l V V .
cfl a � +• ... .'•c' cts •. '�. .. PAINTED AISLE, ..:...... ... B1.tJE
• • .•• ' • - ••� +f •` j I' • . ``f •A• '•f• r. ••L T�• . . • . • •�.• : ••• ••• . . . . • • . . . • . O •
• :• ' a . m cra n . ° ( BOTH SIDES) 0000 ,,, ... ........... CURB AND GUTTER �'' WHITE SYMBOL o ° opo 0 0 000 0 o
_ ........ ............. ... 0 0 0 0 R7 -80 GS 20 -37. °.._..� o ° 0 1_3
Q ° o ° o
11_6. • 1 9'X12" SIGN VAN ° ° ° ° o ao °
a 0� o
~ i �� �TM A� ° a a ° ° O O Q�
� " " 2'- a VALLEY GUTTER � SPACE a � ° � °
> ST�j•NDARD CCIRB AND C,ITIER SPILL CURB AND COTTER El
I� TO 8E USED WHEN ASPHALT SLOPES TAPER CURB AND WALK ONE OUT OF EVERY EIGHT (8)ACCE881BLE SPACES, BUT
-�` DOWN TO GUTTER GRADE 'o NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE. �
AWAY FROM GUTTER. �
WIDE WHITE PARKING SPACE PAVEMENT MARKIN„•� 6" COMPACTED
PAINED LINES W �* ABC (TYPE A) ARCHITECTS
40
r-
2 LB /FT. C,ALVmzw COMPACTED
" 1 /2' RADIU 6' 2' -0' U. C EL DRIVEN Two Bank of America Plaza
PROVIDE 112H 51T•. EXPANSION ,JOINT PLAN M JOINT SEALER - r 21-6' MIN. INTO 5U06RADE
SMOOTH FINISH 1 1 2 WIDE " RECESSED 1 /8 TYP. COMPACTED EARTH FINISH GRADE
® 30 O.C.. PLACE EXP. JOINT / .. 3 RADIUS �_ � 101 South Tryon Street
WHERE SHOWN ON PLAN, WHERE EACH SIDE OF SCORING 1/80 RADItJ SURFACE OF GUTTER 4 WIDE WHITE JA fCi.. CO� �� AND AT PAVEMENT EDGES. PAINTED LINE BEYOND SURFACE COURSE 70413,32-7004
NEW POUR 18 COIvITiGtIOUS TO ANY •'•� 4 • . 1 /e'R AT LOCATIONS WITHOUT
STRUCTURE, AND AT 30 O.C. MAX. - N 10 VAN R7 -8e
• A. • j • 2 � g r �AWINGD CURB AND GUTTER 10 Pope Ave Executive Park
•. d = CA 6'x'I2
A4 a ,. cv �8 MUTCD Hilton Head, Sou h
t Carolina 29938
'K i >A .. • ' ' � . 00-,;: •• ' '. %. , • 81 1 RESERVED R7� 8 r • a.. • . , •'. 5 8 PARKING 12 x18 843j785 -6801
. L1 ht D u AS h I Pavi
:. . • at
' �' JOINT FILLER (8' WIDE FOR �' 2530 Meridian Parkway Suite 300
VAN ACGESSIBLE) PiAN ' r 4'
1 /4' X 3/4' TOOLED - 2 -6 1/2' HANDICAP OIGNAGE '. " 12 x18 Durham, North Carolina 27713
JOINT WITH RADIUS NTS 9191806-4399
EDGES. STANDARD 2,-e B GUTTER TRANSVERSE EXPANSION JOINT GEd�RAL NOj i k*XIMUM 9" -8D
* -�• ! - =�!3 """ �� 155 East Boardwalk Suite #400
1T .4- . -.10 MEDIUM
1 RAMP AND WING SLOPES SHALL NOT BE STEEPER THAN 12.1 ❑
• ° . v•° a• d d• •. a BROOM 2. GUTTER FLOW LINE AND PLAN PROFILE SHALL BE MWNTAINED Fort C o I I i n s, C o l o r a d o 8 0 5 2 5
FINISH ' WIDTH VARIES SEE PLAN THROUGH THE RAMP AREA. M�xiMtuM 9 7 0 2 3 2 - 312 5
• . .a NOTES
• 4 , ' , as ° 4 r 8 PENNLTY R7- 8D
e . 1 3. THE SURFACE OF THE RAMP BE WITH THE $ 250 9'x12' 3" 5.9!5A 61TUM11VOU8 "
_ _ _ 1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER,
- _ - - - - _ - _ - - _.. - -- - __ - = 1:12 MAXIMUM SLOPE FLOWUNE OF THE CURB AND GUTTER. FIN18H 1 25 6,9M 617UMINOUS
A 15-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE 4• COORDINATE CONSTRUCTION TO COMPLY WITH LOCAL. AND �pE aURIrACE COURSE 5t1RFACE CC)URSE
� I (smooth tnar�. pre�ered) .
ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING. 1 /4 max 2% SLOPE FEDERAL. ADA STANDARDS 2 � 2 �
-, ; ►--� -,-, �--� i r- r ''=11 l_! ! i =1 I 1 =! I 1 -I i i=11 I -III- .
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY . ,. .: f • : 5. ALL 12 "x18' ACCESSIBLE SIGNS (R7 -8 4 R7 -1)
3000 PSI CONCRETE W/ OTHER APPROVED METHODS WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, •: • ; ,� ; . ; ; ::' ' ' '' ` 1r• SHALL BE MOUNTED AT 7 FEET FROM GRADE
... .� :': TO BOTTOM EDP OF Slav FACE (MUTCD). " W. Morehead Street
AIR ® 28 DAYS COMPACTED A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED, "
MINTING HEIGHT CAN BE CHANGED TO 1 ? /4
SURE 3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENT TO ALL. ��.� WAt.1C 5 FEET IF PLACED IN AN AREA BETWEEN 3" � Charlotte, NC 28208
FIBER MESH LOCATED MIDWAY RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK. SECTION A -A SIDEWALK AND BUILDING FACE IN WHICH °
DOWN IN SLAB. SECTION a SEALED PEDWTRW40 ARE NOT EXPECTED TO USE. °o�-� o °o�� °00 a gyp° °oo o ° �a 0° Landscape Architecture
4. TOP 6 OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO EXPANSION TAPERED CURB 6, REFER TO WMAL ON UNIFORM TRAFFIC CONTROL DEVICE, (MUTCD) _
100% STANDARD PROCTOR DENSITY. JOINT U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA ° a �,o ° ° a ° ° a O 00 ° O O . 5. CURB SHALL. BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCE66IDL.E RAMPS. DEPARTMENT OF TRANSPORTATION SUPPLEMENT. "� 060 ° oQ�Qp "O ° Site Planning
6. CONCRETE COMPRESNE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS. HANDICAP RAMP 7. IF ACC � REQUIRED 19 A RAISED SIDEWALK � RE�1R�, THAI Civil Engineering
NS 8. IF PUBLIC WALKS CROSS DRIVEWAYS OR PARKING LOTS, THEN
THEY SHALL BLEND TO A COMMON LEVEL BY MEW OF CURB CUTS, www.sitesolutionspa.com
CURB RNAPS, OR SLOPED AREAS HAVING A 1:12 MAXIMUM SLOPE. Concrete
8 COMPACTED Telephone- 704 -521- 9880
o
ncrete u r an utter D etas i s " ABC (TYPE A) 6
Facsimile- 704 -521- 8955
N.T.S. �
CHAR. MECK. STD. 10,17A COMPACTED CADD# 28713
SU5GRAPE
CARRY BASE COURSE 6' NQ
BEYOND SURFACE COURSE 1. SEE SPECIFIC�ITIONS FOR OTHER
AT LOCA77ONS WITHOUT
5 CURB AND GUT TER REQUIREMENTS.
FLAG POLE
Handicap m i na a tri i n D tai l PROVIDE 1 2" BIT. EXPANSION alt / Hea Du As h Paving
1
JOINT ® 3o O.c. wrm JOINT CA
1' -6" SEALER AS SPECIFIED -1 2" THICK
I r� �� 0.00 w
2'-6
1/16" BELOW FLUSH ON 1/2" THICK
EXPANSION JOINT. PLACE EXP. JOINT �' • t�` •
'• _ CURB GUTTER WHERE SHOWN ON PLAN AND WHERE s
--- NEW POUR IS CONTIGUOUS TO ANY CONSTRUCTION JOINT (IF USED) = W 1120 '
STRUCTURE, AND AT 25' O.C. MAX. INSTALL 5/8" DIA. BOTH 5 TRANSITION FROM 4 WALK �� ,� =

12' MIN. _ o TRENCH WIDTH
5/2 5/2 CONCRETE THRUST BLOCK '-
UNDISTURBED EARTH V c i
. - .. ..:. ,.. . ,. • • ROTATING WRENCH
r•; ;► :•:.�:.;::;: ' 5/8' 0 THREADED ROD a X b
•.' . CONCRETE THRUST BLOCK •' • • :: cv IL p
�.o ' o� (GALVANIZED OR Q p Z j �� "
• �'' • - :: : • • : BITUMINOUS COATED 1.
':. :.• •::; •:.. •:•.�• � '`• �� �-: �:: �' ' • "� :•� }
INSTALL ONO HYDRANT W 2P FRO�AIiD GUTTER, 6 THICK CONC. PAD NAME T IN TOPRVICE
PROMDE COMMON LOCKS
4�p�p ••'' / ` OF CURB• ON ROADS WITHOUT C RB SLOPE TO DRAIN WATER
•.„ • '•'' ' ' LARGER • ; • '! • . .
.i, •• •
° a i� AND GUTTER, INSTALL HYDRANT" 6�
• , �• • ': �► L 'GE1R -'• •.. 2' PLUG TO
VALVE POSITION ARCHITIECT5
- -- � O � FROM EDGE OF PAVEMENT. "
•.' .•: ;• �'_ :' STANDARD BLOW -OFF }' 6
FINISH GRADE OR PAVING INDICATOR
=.4, ,..:: ': ' : • '•` • 2. CONCRETE BLOCKING TO EXTEND TO MIN. 6
s :.: = ` 8 8► /� UNDISTURBED EARTH, SEE DETAIL MIN. , , Two Bank of America Plaza
' '; : • rn �� FOR MINIMUM DIMENSIONS. _ : 2x12 CONC. 101 South Tryon
Z i� MINIMUM MINIMUM l j � = ' : '< {
BEN UNDISTURBED EARTH U_ �p _" PSI) S u t Street
BEND CONCRETE THRUST BLOCK V p 10, 2 6 MIN 3.
FIRE TO 8E MUELLER CENTURIN II
Charlotte,
North Carolina 28280
UNDISTURBED EARTH /� PIPE OR APPROVED EQUAL. 7041332- 7004
PLAN ELEVATION WD j,. LINE ` 4, FIRE SHALL HAVE 5" STORZ CONNECTION, - - Pte- C .ODE i v r o e Ave,
OUTLET TO BE TURNED FACING ROADWAY. e, txecuttve 'ark
us \ =' U Hilton PHead, South Carolina 29938
TYPICAL TH R U5T BLOCK P0R P LUGS IL STONE , a . • 6
'TYPICAL THRUST BLOCK FOR BENDS N.T.S. W 2 1 2 PIPE D1A. �° ADJl15TABLE CAST IRON 843 {785 -6801
N.T.S. V Q ' N � / _ �
(SEE NOTE 6 BELOW) VALVE BOX SLEEVE WITH
� El 2530 Meridian Parkway Suite 300
� t 1 1/4P 22 1 2' B 46• 90'' BL�+I P ��, "'- FINISHED GRADE L- COVER Durham,
North Carolina 27713
A a. 919J806-4399
8
8 BOTTOM OF EXCAVATION
e (5EE NOTE 3 BELOW) .�� . .t:�
' j 155 East Boardwalk Suite #400
• • � COMPACTED � � Fort Coll ins, CoI orado 80525
5/2 15/2 B N O TE C_ BACKFI LL
CAST IRON VALVE 9701232 -3125
B 1. BACKFIL.L TO 959E OF MAXIMUM DENSITY WHERE EXCAVATIONS CUT /-ADJUSTABLE CAST IRON BOX BASE
• 4 y ,'` �' ,•::• UNDISTURBED THROUGH PAVEMENTS CURBS DRIVEWAYS AND SIDEWALKS, AND GRAVEL OR 2 VALVE BOX
CONCRETE THRUST BLOCK B
UNDER OR ADJACENT�TO STRUCTURES. WASHED STONE $ GATE VALVE
..�.: _ 2 3 2 0
h-,; ': :; . CONCRETE g
THRUST BLOCK , .... 2. STONE TO BE 61ZE 1 /2a TO 1 1 /2a, WELL TAMPED. GATE VALVE
:.. • :. ; ': • :' . N 8 UNDISTURBED ,
W. Morehead Street
•.� -.: .` •;� 3. STONE 16 REQUIRED TO 6" BELOW PIPE WHERE WET CONDITIONS EARTH - -- ----- - -____ - - -- --- - --- -- Charlotte, NC 28208
� • • < B
4•� # 4' # OR ROCK 15 ENCOUNTERED, ONLY AS DIRECTED. _
.� j •• 'J. '� a
LARGER LAGER s • • � • • Landscape Architecture
cv A 4. HAND SHAPE TRENCH BOTTOM FOR LOWER QUADRANT OF PIPE �° ' • • ' � � -
4 e AND BELL. = Site Planning
• •' :.'• .: ••. - SEE PLANS AND SPECIFICATIONS
TEE '` NOTE. , - " TEE CONNECTION =
5. PROVIDE MINIMUM 3 0 COVER OVER PIPE. 2 -3/4 GALVANIZED RODS TO WATER MAIN FOR SIZE AND TYPE OF VALVE
CARE SHALL BE TAKEN WHEN POURING THRUST BLOCKS Civil Engineering
1. W/ GALVANIZED NUT5 OR POST INDICATOR VALVE SHALL BE WELLER CO.
TO KEEP THE FITTING BOLTS FREE FROM CONCRETE. CONC. TH RUST MODEL #A-20804 OR APPROVED EQUAL.
UNDISTURBED EARTH 2. THRUST BLOCK DESIGN BASED ON SOIL COMPRE86lVE 6. STONE TO 1 /2 PIPE DLO. NOT REQUIRED FOR C -900 P.V.C. OR TYLER LONG SWIVEL BLOCK v�✓ww.sitesolutlonspa.com
STRENGTH OF 2000 P.S.F.
DUCTILE IRON PIPE. ADAPTER OR EQUAL Telephone- 704 -521- 9880
PLAN ELEVATION 3. DIMENSIONS MAY BE FIELD ADJUSTED BY THE ENGINEER CONC. SUPPORT PAD UND15TUR15ED Facsimile- 704 -521- 8955
TO SUrr VARYING SOIL CONDITIONS. AND THRUST BLOCK EARTH CADD# 2870
TYPICAL THRUST BLOCK FOR TEES THRU51w BLOCKS - DIMEN510NO
If 11 4 �! B"
N.T.S. N.T.S. Gate Val Ve Post Indicator Valve
Fire H rant Detail. ��� Trench D iI d
N.T.S. 5 Thrust Block Details Ut eta
N.T.S.
N.T.S. N.T.S.
N.T.S.
oww"
CARqe4 5,60 ••6 •i9R
4 , i
I - -� Y GENERAL NOTES:
-E _
3 4 BARS rV' 1 -1 /2" L •
» " EQUALLY SPACED 3 -# 8 BARS 1. ALL DROP INLETS OVER X -6" IN DEPTH TO BE PROVIDED WITH STEPS V -2"
~ CONC. PIPE ON CENTERS. 15471
USE ON FLAT GRADE r2� AND UNDER 3 "VY" O 3 O.C. � . -
2. ALL CONCRETE TO BE 3000 P.S.I. COMPRESSIVE STRENGTH.
-r1 4. BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SUBJECT TO TRAFFIC. " " •a «.�/ �•
R --- j� 3. MORTAR JOINTS SHOULD BE BETWEEN 3/8" AND 5/8" THICK. � � «; � �•R" ��
3' -0" 3' -0" 4 ' ' ' ' ' X ENGRAVE "" IN SANITARY SEWER CAST IRON BODY WITH
DEPT Y C. 5. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4 SOLID CONCRETE BLOCKS BRONZE PLUG �,► �i�
ENGRAVE 5D IN STORM DRAIN PVC BOCyY WITH � � i.•i.••
GUTTER LANE } IIH MAY BE USED IN UEU OF HARD COMMON CLAY BRICK. » " GUTS BRONZE PLUG E.
ELEVATION ! 1 f t PEE 6. 6'- 8 FROM�TOP OF WALL AN 8' WALL. R THE REMAINING W-O*. QUANTITIES TO 0 BE
LEVA N ,,,,
STANDARD CURB AND GUTTER ON LIGHT GRADES •t o'► ADJUSTED ACCORDINGLY.
�W �--- - -- ----- •�•�•�-� REDUCED PRESSURE PRINCIPLE ASSEMBLY CLEANOUT TO CLEANOUT TO �
SHUT -OFF VALVE #1 7. ALL PIPE IN STORM DRAM STRUCTURE TO BE STRUCK EVEN WITH THE BE FLUSH BE FLUSH W /GRADE
NORMAL GUTTER LINE • 3'J L-` S RESILIENT SEATED GATE VALVE SHUT --OFF VALVE #2 Y INSIDE WALL, GROUTED AM BRUSHED SMOOTH.
12% AND PLAN OF TOP SLAB WITH HANDWHEEL OPERATOR. RESILIENT SEATED GATE VALVE 8. ALL suss SHALL BE FORMED.
USE ON GRADE WITH HANDWHEEL OPERATOR. PLAN 9. FOR FRAME AND GRATE DETAIL SEE N.C.D.o.T. STD #840.16 OR APPROVED EQUAL. b • .: .
SEE NOTES #2 & #3.
#E BARS U* SEE NOTES #2 & #3.
CHECK VALVE 1 °�0° °g�° •� Q 4,' .
#
4 CHECK VALVE 2 4r 3•'6» �-4" 2-6t
GUTTERR R UNNE "V" g" 3" E 4 Y SSP�ED #8 BARS "W" TEST COCK #1 # .f_..._.
'j 0 SEE NOTE �-
-0 1 4 BARS "U
i� NL
ELEVATION .�•.. ..� •. a a a
'"� ~'`' '�'' s" e' 8r 12 X12 X8 CONCRETE
STANDARD cuRe AND GUTTER ON STEEP GRADES 1-1/211 ;. -.�.� � RESTRAINED JOINT B PAD FLUSH TO GRADE 60J SECTION R -R / SEE NOTE #5 = ALL PIPE BENDS AND (3000 PSI MIN.) ALL PIPE BENDS AND ,
���-�� CONNECTIONS SHALL BE - �� 9 SChloOt$
• CONC. PIPE PIPE . PIPE L 45• CONNECTIONS SHALL BE PIPE REMOVABLE � � � �•
INSULATED ENCLOSURE C*
WITH DRAIN PORTS.
FLOW = .. • • • �,. _ • : •. • ♦• w ,,;•,/•. •t;;.•., • {,,R. %.
DIMENSIONS AND QUANTRIES FOR BRICK CATCH BASIN ••a.•. , � t` •. '= .;•�. ,:•�'`•%'�U�e };�.t,�,y,': RIDGE ROAD
DIMENSIONS OF BOX AND PIPE COVER REINFORCING CUBIC YARDS OF BRICK MASONRY DUCTILE IRON PIPE OR �EC�ON X -X SECTION Y -Y
PIPE SPAN WIDTH WIDTH SPAN HEIGHT HEIGHT DIMENSION BARS -U BARS -V BARS -W TOTAL. CONCRETE IN Box H1 TYPE K OR L COPPER
D A B C G MIN.H1 H2 E F NO LENGTH NO LENGTH No LENGTH LBS. TOP SLAB FLOOR TOTAL. CU. M. PER FT. HT. TUBING FOR MIN. OF 5' MIDDLE
15" 3'-Or 2' -4" - - .21 ' -6' - - - - - - - - - - - 0.294 0.294 0.823 0.329 SLOPE GROUND 12" MIN. REUEF VALVE ON EACH END OF ASSEMBLY.
SCHOOL
18' IS-00 2'-4" - - 2' -10" - - - - - - - - - - - 0.294 0.294 0.933 ABOVE AWAY FROM 30" OUTLET SEE NOTE #5 DIMENSIONS AND QUANTITIES
DIMENSIONS Of BOX er coNC. To�rAL BRICK MASONRY DEDUCTIONS CLEANOUT IN PAVED AREA
24" S -0" 2' -4' - - V -4" - - - - - - - - - - - 0.294 0.294 1.098 MIN. H1 COVER • • PIPE SPAN " IN BASE Fr. BRICK MIN. FOR ONE PIPE NOTE: CLEANOUT IN U N PAVED AR EA5 7260 HIGHLAND C RE EK PARLAY
30' 3' -0" 2' -4" S -4" 3'-0" 3' -2" 1' -10" 4' -4" 4 V -6' 3 4' -1" 3 4' -1" 45 0.147 0.374 0.522 1.306 ' t ' �% t ' ' �' ' • ' C.U. .
• • • •� e A 8 MIN C HEK3FR COPING H C.M. C M R C USE CONCRETE MASONRY UNITS OR PRECAST GRADE RINGS TO SET GRATES.
• ~ ~ - A ~ " r " 037 0 871 0 020 0 032 CHARLOTTE, NORTH CAROLINA
36 3 -0 2 -4 3 -10 3 -0 3 -8 R 2'-4* 4 •-4 4 2 -0 4 4 -1 3 4 -1 49 0.) 87 0.415 0.602 1.870 12 3 -0 2 -0 2 -8 0.267 0.313 0.
r , » . » . . . " I • r • • " • • • r 0.329 15 3 -0 0.976 0.031 0.047 ALLOW FOR TOP 20 TO BE ADJUSTED ACCORDINGLY.
42 3 -0 20-40 - 4 -5 4 -4 2 -1 3 -6 4 1 -9 3 3 -3 3 39- 38 0.135 0.390 0.525 1.847
r • r . » • • • r • r • • • » . r ► r HC 1 -5 1.108 0.044 �.0
48 3 -0 2 -4 - 5 -0 4 -10 2 -8 3 -6 4 2 -6 4 3 -3 3 3 -3 40 0.173 0.430 0.603 2.185 LOWEST POINT OR PRECAST CAN BE SUBSTITUTED. SUBMIT SHOP DRAWINGS ON ALL STRUCTURES.
54" 3'--0" 2' -4r - 5' -7' 5' -4" L 3' -3" 3' -6" 4 3'-0' 6 V -3" 3 3' -3" 48 0.211 0.470 0.680 2.553 RELIEF VALVE OUTLET 24 30-0 2'-0 4 -0 1.289 0.078 0.113
12" GENERAL NaTFS: SUPPORT PAD AND
BACK OF CURB 1. MORTAR JOINTS 1/2" +/- 1 /8r THICK Clean Out
CONCRETE FOOTINGS AS
�( 2. ALL CONCRETE TO BE 3000 P.S.I COMPRESSIVE STRENGTH. Brick D rO Inlet D 2" 3. PRECAST STRUCTURES MAY BE SUBSTTTUTED AFTER APPROVAL 8Y ENGINEER. REQUIRED BY SYSTEM DESIGNER
4. ALL CATCH BASIN OVER 3 -6 IN DEPTH SHALL BE PROVIDED WITH STEPS NoTo5a
Y -- - - Y 1 -2 ON CENTERS. 8
L 8" 5. CONCRETE BRICK MAY BE USED IN UEU OF HARD COMMON CLAY BRICK. RESTRAINED JOINT
A 6. JUMBO BRICK WILL BE PERMITTED. CHAR. MECK. OTP. 20,13
1 7. FOR 8' -0" IN HEIGHT OR LESS USE 8' WALL. OVER 8' -0r IN HEIGHT USE 12" WALL TO SEE NOTE #5
n() 6' -0" FROM TOP OF WALL. AND 8' WALL FOR THE REMAINING 6'-0'.
8. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH THE NOTES: CMU
INSIDE GROUTED AND BRUSHED SMOOTH. ZONING REQUIRED I RED BPA
X 6rj-r'''` '� - ``' 9. WEEP HOLE(S) SHALL BE PLACED IN BACK WALL A STONE DRAIN CONSISTING of 1 (ONE) CUBIC 1. REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RP) MUST CONFORM L LISTED FIRE DEPARTMENT CONNECTION
FOOT OFD ER 78M STONE CONTAINED IN A BAG OF POROUS FABRIC SHAM BE PLACED AT TO CMU SPECIFICATIONS. REFER TO CMU APPROVED UST OF BPA'S. SETBACK ABOVE GROUND THREADS SHALL MEET CITY FIRE 1. MANHOLE TO CONFORM TO ASTM 0478 EXCEPT AS MODIFIED BELOW. ' COVER
PLAN SECTION X -X 10. BRICK SWILL BE BONDED WITH FULL HEADERS EVERY 3 COURSES. 2. CMU APPROVED RP INCLUDES SHUT -OFF VALVES #1 AND #2 AS DEPARTMENT REQUIREMENTS 2. CARE MUST BE TAKEN TO FORM A SMOOTH FINISHED TROUGH FROM ENTRANCE FIFES (SEE NOTE 14)
11. FRAME AND GRATE SHALL BE NCID T STD 840.03. PART OF THE ASSEMBLY. NO SUBSTITUTIONS SHALL BE PERMITTED. 1 USE UP TO THREE COURSES
3. FIRE LINE SERVICES SHALL HAVE OUTSIDE STEM AND YOKE OS & Y TO EXIT PIPE, AND IN CURVED MANHOLES THE TROUGH MUST BE A SMOOTH CIRCULAR 2 OF BRICK FOR ADJUSTMENT
"RIM ELEVATION' ( ) PROPERTY SEE ARC TANGENT TO THE INSIDE WALLS OF THE PIPES AT THEIR ENDS. 75MIN.
rr12" REFERENCE HERE - HANDWHEEL OPERATORS. IF SERVING FIRE SPRINKLERS, TAMPER SWITCHES NOTE #8 & #9 Z 3. WALL REINFORCING TO BE A MINIMUM OF 0.12 SQ. IN. PER LINEAL FOOT. TONGUE AND 18` CONE
ARE REQUIRED. LINE GROOVE OF INT SHALL HAVE REINFORCING JO S VE EINr-0 LING EQUAL IN AREA TO MINIMUM OF WALL SECTION. MAX.
N = 4. TEST COCK #1 SHALL BE UPSTREAM OF SHUT -OFF VALVE #1 AND IS a F1N15HED GRADE 4. ALL JOINTS SHALL CONFORM TO ASTM 0443.
r r
= r
01-9 8, 8 A PART OF THE APPROVED ASSEMBLY. 5. ALL MANHOLES OVER 3 -6 IN DEPTH SHALL BE PROVIDED WITH STEPS l'-4! ON CENTERS.
tO j'"'� STEP .�. STEP 5. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CMU STANDARDS METER STEPS SHALL. BE IN ACCORDWE WITH
.1. . • R
SPECIFICATION. ALL JOINTS SHALL BE RESTRAINED NTH MEGALUG PUBLIC 8. ALL PIPE OPENINGS TO BE NO GREATER THAN O.D. OF PIPE AND Y REJNFORCED b•
»
RESTRAINTS OR APPROVED EQUAL. WATER
WITH A MINIMUM OF 0.20 60. IN. OF STEEL AT 90 DEGREES. PIPE TO BE CENTERED IN
e" A � = 6. 8" - 10" RP SHALL BE SUPPORTED AT CENTER WITH BRICK PEDESTAL MAIN OPENIN06. ADDrT10NN_ REINFORCING NOT REQUIRED FOR CORED OPENINGS.
± + AND SHALL NOT BLOCK RELIEF VALVE ON DRAIN PORT. 7. ALL SURFACES SWILL. BE SMOOTH EVEN TEXTURED WITH A MINIMUM OF HONEYCOMB, FINS
ouTLET 8r 1 7. INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CMU ENCLOSURE GRAVEL OR 4 "40 GALVANIZED PIPE AND OTHER IMPERFECTIONS. SECTION
INFORMATION. WASHED STONE 4" CHECK VALVE W BALL DRIP 9. CONCRETE T 0 E TIIES EVERY 3600 P.S.21..�H�� cv
r ' '�'f• ��'! w e • . 80 ALL LOCATIONS FOR BPA'S REQUIRE CMU APPROVAL.
I 9. NO TAPS, BRANCHES, FH S OR OTHER ACCESSORIES ARE PERMITTED TYPICAL A TI ON REQUIREMENT is DIP 10. INVERTS IN 5' DIAMETER MNNHaLr� TO BE OVER WIDEST SHELF.
SECTION Y -Y - ' e ~ ON THE PIPING BETWEEN THE BPA & METER. FOR ABO ROUND INSTALLATION UNDISTURBED OR
-AL. PIPE 11. 8TEP8 INS DNJu�TER MWNHOLES TO BE OVER WIDEST SHELF. EARTH T _ 12. LIFTING HOLES SHALL. BE PLUGGED WITH MORTAR FROM OUTSIDE PRIOR TO BCKFIWNG.
END ELENA ION f SECTION J J N.T.S. : a '•: 13. STRAIGHT WALL OF W NHOLE TO BE LOCATED OVER INFLUENT PIPE OR OVER WIDEST SHELF.
WHERE 30" TO 36' PIPE IS USED •' � • •' -�► -•
SIDE ELEVATION /S ECTi 0 N M - M ` ' a'•: ' - 14. FOR FRi'1 E AND COVER USE DEWEY BROS. INC. MODEL #MH - RCR - 2010 OR APPROVED EQUAL.
WHERE 42" TO 54" PIPE IS USED a COVER SHALT. BE LABELED ' SANITARY SEWER' .
10 -0 3 -0 10 -o ---� - - EL ATI N
TEE CONNECTION
2-3/4" GALVANIZED RODS TO WATER MAIN 1 7/d " COVER 120 N.BS. MIN' MAR K D ATE D E S C R I P T I O N
J J M M W GALVANIZED NUTS OR 1'
• - < TYLER LONG SWIVEL CONE. THRUST
-o ADAPTER OR EQUAL TYP BLOCK 1 /4
PLAN Q �- � � �
CURB AND GUTTER WITH CATCH BASIN UNDISTURBED -�
ON STEEP GRADES CONE. SUPPORT PAD
Pressure Principle Assembly. 2 -1 2- I AND THRUST BLOCK EARTH Reduce
PLA N P�qN e THICK LAYER OF
N.T.S. #57 WASHED STONE � : ' ' '�M, ; �
Inlet Detailft Curb
Fire De 9
artment Connection Detail - _=•_ '
CHAR. MECK. 5TO. 20.03 N.T.S.
INVERT SHALL
.�ldd SE APED 2 7/8 '
AND TROWELED
NOTE: SMOOTH 25 1 4 '
USE CONCRETE MASONRY UNITS OR PRECAST GRADE RINGS TO SET GRATES. 182 LOS. r• 23 3/4 '
ALLOW FOR TOP 20 TO BE ADJUSTED ACCORDINGLY.
s
PRECAST CAN BE SUBSTITUTED. SUBMIT SHOP DRAWINGS ON ALL STRUCTURES.
'- 22 1/48
_ I
FINISHED GRADE ELEVATION COVER FRAME EQUAL TO
N.C.D.OT. STD. J840.54 T �� 24 3/4
12 DRAIN BASIN- 12" CST IRON GRATE 3
00 2'
M 2' -6' �� ,3.25'
Precast Sanitary M r • Manhole
s_ r - �• 13
SPRING � 1 -2" N.T.S.
O� LINE 12 12" �c�
Q 1 -1/8" Q 1 -1/4"
O 0 X X
O O
- CD 1 ~J 28 0 i 100'/
CAST IRON H-10 RATED *(1 j CONS T R_U C "'ON
1
PEDESTRIAN GRATE I Nj
V.
a0 4" ' - 10 - - =r• 2' -10" I �­­2 PEDESTRWN (H -10) RATED
PART SECTION Y-Y *(1) ADAPTORS CAN BE DRAIN AREA = 51.0 3Q. INCHES
MOUNTED ON ANY ANGLE DOWNSPOUT DOWNSPOUT
10--3 4" SECTION ON �. 0• TO 359'. TO DETERMINE MINIMUM HINGED GRATE COINER
0
- - } -- - IN AN ANGLE BETWEEN ADAPTORS SEE FOR EASY ACCt�
" Y ADAPTOR FOR 8" PLAN. BUILDING FACE BUILDING FACE PROJECT NO:
cv 12 SPR 35 PVC PIPE FWA 2291-02
CONC. I
GENERAL NOTES: PIPE -- - ---� -- --
1. ALL MORTAR JOINTS TO BE 1/2* ( + / -� 1 /8" •' I
•.f ,.. l 12"
2. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED. • . i '`� I
3. ALL SLABS SHALL. BE FORMED. a
COPOLYMER POLYPROPYLENE PLA511C • ' 12" X12" X8" CONCRETE
U 4. ALL CONCRETE TO BE 3000 P.S.I. COMPRESSIVE "
STRENGTH. PVC PIPE TO BE 3 ABOVE PAD FLUSH TO GRADE
FINISHED GRADE. PAINT COLOR (3000 PSI MIN.) PVC PIPE TO BE FLUSH DRAWN 8 Y JE R
5. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE CONC. • • 5' -a' SELECTED BY ARCHITECT. PROVIDE W/ CONC. PAD. PROVIDE PIPE
STRUCK EVEN vwT}I THE INSIDE WALL, PIPE PIPE LARGE ENOUGH TO ACCEPT LARGE ENOUGH TO ACCEPT APPROVED BY: B J C
1 /2" GRADE 60 STEEL REINFORCEMENT GROUTED AND BRUSHED SMOOTH. ! DOWNSPOUT.
� I DOWNSPOUT.
6. MANHOLES OVER 3' -6' IN DEPTH SHALL '' . , . . . '
BE PROVIDED WITH STEPS 1' -2" ON CENTERS. I „ ;r ' ro. .• ; a°
i • •. .'. '4 , �a •� a • a THESE DRAWINGS AND THE PROJECT
% 7. PRE -CAST STRUCTURES MAY BE S BUT MUST `'a :•. _ !4 • • MANUAL ARE INSTRUMENTS OF SERVICE
5-3/4" BE HEAVY DUTY TRAFFIC RATED AS SPECI U. -- -- -
Ll3 : y ° ; ' AND REMAIN THE PROPERTY OF
4) - - - -- = MIATERIAL: CAST IRON . SECTION A-A Y °��' > THE FWA GROUP ARCHITECTS.
-8 I QUA 7Y: MATERIAL SHALT. USE INCREASERS / DCCREASERS USE INCREASERS/ DECREA�3ERS -'- UNAUTHORIZED DUPLICATION OR REUSE
O SECTION -X COWORM1 TO AM A48 - CLA88 308 AS NECESSARY TO ON AS NECESSARY TO TRANSITION T
EC ON X `- •' • -' � ' • • •�,�• • WITHOUT WRITTEN CONSENT IS PROHIBITED.
co NOTE: PAINT: COASTING ARE FURNISHED TO SIZE OF HORIZON. PIPE TO SIZE OF HORIZON. PIPE
N THIS STEP TO BE DRIVEN INTO y� A BLACK Pte• ALL PIPE BENDS AND ALL PIPE BENDS AND
TAPERED HOLES IN PRECAST CONNECTIONS SHALL BE CONNECTIONS SHALL BE
v MANHOLE SECTIONS. DO NOT *(2) MAXIMUM i 45' MAX. '
i USE AS A GROUTED-IN STEP. RECOMMENDED � SUBMIT SHOP DRAWINGiB FOR 8U88TlTUTION6 `� MAX. SHEET TITLE
OVERALL HEIGHT 10' � (PLASTIC /PVC MODELS) SEE GRADING /P TANNAGE SEE GRADING/ DRAINAGE
DWG FOR PIPE SIZE., DWG FOR PIPE SIZE
•3
Drain Manhole Detail
Storm
12
SITE
CHAR. MECK, 51`0, 20.09
s
CONSTRUCTION
CLEANOUT IN PAVED ARC CLEANOUT IN PAVED ARC
U •
Area Dr a�n I .
•
Down Drama a tructure t
j N.T.S.
N.T.S.
(D SHEET NUMBER
.1
0
co
2 3 4 5 6 7
cv

E
C
N
co
0
N
0
0
ca
i
O
N
U
.3:
Q�
1__*1
c�
L
0
s
U
0
o�
0
N
1 112N
STEEL TROWEL FINISH
CROWN ON POST
6" DIAMETER STEEL PIPE
FILLED WITH CONCRETE. PAINT
WITH RUST Ili H1151VNG PAINT,
COLOR AS SELECTED
FINISH
GRADE
�-- COMPACTED
SUBGRADE
-' 3000 PSI CONCRETE
FOOTING
• CRUSHED
STONE
Concrete Pipe Bollard
ueor1r_/%A0r_ kAA r=01A1 _ tt c ASPHALT PAVING
AND DRIVES).
2 Sleeve
N.T.S.
F
T
STAKE PLACED AT
)F CAPPED SLEEVE
TOP OF STAKE YELLOW
GRADE
ENDS OF SLEEVES
..,, PIPE. SEE PLAN
FOR SIZE OF SLEEVE
GENERAL NOTES:
1. ALL CORNERS TO BE CWERED 1 IF CONCRETE.
2. THE COMKAGTOR WILL OR REIiLJIRED TO PLACE 2-#0 AARB 'Y IN THE TOP
OF ALL ENDWAL.L FOR PIPE CULVE M 42' AND OVER WITH A MINIMUM r
COVER AND A LENGTH OF a LESS THAN ENDWALL.
3.
MS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAG.
4. M LL THKW 4M (T) SHOWN IS NOT TO BE INTERPRETED TO
WAN THE THMAW ACCEPTABLE, BUT IS USED ONLY
IN COMPUTING ENDWALL QUANTITIES.
5. IF CONTRACTOR EL Wf9 TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE,
BAR 'X' (DOWELS) SHALL N PLACED IN THE BASE AS SMOWN ON PLANS.
SPACING OF BARS TO BE APPROXS►MITPLY it cwm UNLESS soNmR
DIRE= OTHIERWOL
8. IF CONTRACTOR ELECTB TO USE CONSTRUCTION JOINT AT BO?TOM OF PIPE,
AND POURS BABE SEPARATELY, THE TOP OF BA9E SHELL BE LEFT ROUGH.
7. ALL CONCRETE TO BE WW P.S.1 COMPRESSIVE STRENGTH.
C7
BARS AT 12'
cam
12' ON CENTER
3N CENTER
SIDE VIEW
FOR RIP RAP SPLASH PAD
REFER TO STD. 20.23
CONCRETE PIPE
D*A9* IONS
REIMIFORCING
REQUIRED BPA
LABEL
PIPE
SIZE
WALL
THK.
OUT
DIM.
IN
DIM.
MIN.
H
A
B
C
E
F
6
W
K
M
RC. BAR
'D' BAR
"X' BAR
NO.
L6T.
NO.
LGT.
NO.
LOT.
• ° • o
NCDOT #57 WASHED STONE
.I�- --
155 East Boardwalk Suite #400
0 ° o
° • ° •
IN ENTIRE REINFORCED ZONE
a
° • o
°•° 0 0 o•
r
V9 -'' .
....- ---�--
O
O, O °' ° ° °' o
° °
2' OW PVC WEEP A V o/c, COVER
BURY LE
FABRIC
° o °
o ° ° ; 0
o ° ° ° o o • ° O ° 0
o
END WITH FILTER FABRIC
m
0 0
..
o °oo••o o •
WW B
54'
5.5'
66'
54'
85'
W
180"
le
42'
a
12"
-
11Or
33'
4
7' -5'
4
14' -9'
4
W -9'
� w
Al 0
Win all without Sp ashpad Detail
NOTE: This Is a Mod1fled Structure and Is not a standard
(MODIFICA11ONS WW B ONLY)
CAST IRON VALVE BOX AND SLEEVE
CL 66 "B' RIP RAP STONE FILTER
INV. = 1' ABOVE
FOREBAY BOTTOM
POND MNNTE *ME INPORIWITION
MUST BE POSTED AT SITE.
(SEE GRADING PLAN FOR INFO.)
x•14
+wrn ••mot «.�.. .... .. ..... w.,+. r...�rt . �..0 � ,.�»
WAM
•...;.III..,..
t, #.�_
��Y��lMMllt MAu
10' LITORAL
SHELF
NORMAL POOL 714.50
EL 715.00 3 SEDIMENT 2
RIPRAP APRON S IMWOWL 1 FORESAY 1
ter. =t.3T
EL_ 709.00
SS DOOR
EDGING
STEPS
TOP VIEW OF GRATE
1/4 TURN FULL PORT---s
BRONZE BALL SHUT -OFF
VALVE #1
SEE NOTE #2
REMOVABLE
INSULATED ENCLOSURE
SLOPE GROUND
AWAY FROM
COVER (TYP.) -
STRAINER
OPTIONAL
CLA66 *54 RIP RAP
STONE
20
1.2 (TOTAL)
Lill
FOREMY WEIR 0 BERM
(REt..EASEB 2 YR. STORM)
10' WIDTH LITTORAL SHELF (TYP)
CONCRETE OUTLET
STRUCTURE (SEE DETAIL)
OUTLET STRUCTURE WITH
SEE FOREBAY SECTION TRASH RACK 6" MIN.
FREE80ARD FROM TEMP.
POOL EL.EVAWN
CLASS 'B" RIP RAP 300 INVERTED WATER
FILTER QUAUTY ORIFICE 0
CAST IRON VALVE EL. 714.50
BOX SLEEVE ''\
TEMP. POOL EL. 716.00
Y 2
1 DMX. 2
1�
CALCS. BOTTOM EL. 708.00
ELEV. 1.egf ACTUAL BOTTOM EL. 707.00
CONTRACTOR TO
EXCAVATE ADOMONAL
NOTE: MIINBAY EMERGENCY DRAIN FOR ONE FOOT FOR
M AIN7EIWINCE PURPOSES WILL BE- DONE SEDIMENT STORAGE.
BY PUMP ONLY, DUE TO LACK OF
POSITIVE DISCHARGE THROUGH CONTROL
STRUCTURE,
4" MINIMUM
#67 WASHED
STONE
3 Wet Detention Pond C
(N TS)
Ponro coNSneucrON naTF:
1. COMRACTOR TO INSURE THAT THESE STRUCTURES ARE
BUILT PRECISELY TO WENT 18 SHOWN ON THESE PtMIB.
MY DE1MT1aV FROM MEW PLANS ARE NOT ALLOWED.
2. A5 -BUILT SURVEY OF PERA4q4ENT 8A81N3, STRUCTURES
AND DI9CFiARGE PIPES /IRE REQUIRED UPON COMPLETION.
SUBMIT t0 ENGMEER OF RECORD FOR APPROVAL. MY
D"TION FROM THESE PLANS SFNLL BE REPAIRED BY THE
CONTRACTOR PRIOR TO RELEASE OF FlNAL DRAW AND THE
CERTiRGTE OF OCCUPANCY.
DOUBLE CHECK VALVE
ASSEMBLY
-TEST COCK #1
(SEE NOTE #3)
NOTES:
1. DOUBLE CHECK VALVE ASSEMBLIES (DC) MUST CONFORM
TO CMU SPECIFICATIONS. REFER TO CMU APPROVED LIST OF BPA'S.
2. CMU APPROVED DC INCLUDES SHUT -OFF VALVES #1 AND #2 AS
PART OF THE ASSEMBLY. NO SUBSTITUTIONS SHALL BE PERMITTED.
3. TEST COCK #1 SHALL BE UPSTREAM OF SHUT -OFF VALVE #1
AND IS PART OF THE APPROVED ASSEMBLY.
4. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CMU
STANDARDS & SPECIFICATIONS.
5. INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CMU
ENCLOSURE INFORMATION.
6. ALL LOCATIONS FOR BPA 'S REQUIRE CMU APPROVAL.
7. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED
BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR
OTHER WATER -USING APPURTENANCES CONNECTED TO THE
SUPPLY LINE BETWEEN ANY WATER METER AND ITS
CMUD- REQUIRED BACKFLOW PREVENTER.
8. EACH CMU- REQUIRED BPA IS REQUIRED TO BE TESTED BY A
CMU - APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
SYSTEM IN SERVICE.
CHECK VALVE #1
CHECK VALVE #2
1/4 TURN FULL PORT
BRONZE BALL SHUT -OFF
VALVE #2
SEE NOTE #2
FLOW -
LOWEST
POINT
OR RELIEF •npE K OR L COPPER TUBING
VALVE
OUTLET OR 1" MIN. GALVANIZED STEEL
PIPE FOR MIN. OF 5 ON
EACH END OF ASSEMBLY.
SEE NOTE #4
SUPPORT AND PAD
AS REQUIRED BY
DESIGNER
(PAD IS OPTIONAL)
WATER ROAD' R/W
MAIN
TYPICAL LOCATION REQUIREMENT
FOR ABOVE GROUND INSTALLATION
N.T.S.
Double Check Valve Assembly (DC)- 3/4 " -2"
ABOVE GROUND VAULT
N.T.S.
"R
�- SOLID CONC. BLOCK
OR PRECAST CONC.
GRATE SECTION
MAJNTENANCE ACCESS
10'
722.00
3
1 2
EMBANKMENT PLACED IN 1
UFrB AND COMPACTED
TO STANDARD PROCTOR.
EL. 715.00
EL. 714.00
EX. 63± L.>=�54" RCP -J
03.17 %±
WATERTIGHT ANI7 -SEEP COLLARS
(MIN. 1.5' AROUND BARREL)
INV 719.00
1' -0'
PERMANENT POOL
N7
CONC. EDGING (NOT OVER WEIR)
2' MIN. OR SAME A5 GRATE HEIGHT,
WHICHEVER 16 GREATER.
EXIvnNG CONCRETE
ENOWAL.L (REMAINS)
WW #B /Wo"N
-�-- -- E.L. 719.00±
CONSTRUCT PRE -CAST
' CONCRETE W1NM.-,'k.LL9
RIPRAP APRON
INV. EL. =711.00
STRUCTURE ----%.
T
WATER auALnr aR,NCF tAseuaE oP
W18 CL5IRINICE BELOW TO 1MOF�C PROPERLY
WATER QUALITY ORIFICE DETAIL
WEIR
6' -6" Std• RETICULINE GRATE (FRONT)
W/ HINGED ACCESS DOOR
TOP OF DAM= 722.00
CMU
ZONING
REQUIRED BPA
SETBACK
ABOVE GROUND
PROPERTY
SEE
NOTE #6 & #7
LINE
.,
CMUD
a�
METER
PUBLIC
.•.• ,... :•'•
WATER ROAD' R/W
MAIN
TYPICAL LOCATION REQUIREMENT
FOR ABOVE GROUND INSTALLATION
N.T.S.
Double Check Valve Assembly (DC)- 3/4 " -2"
ABOVE GROUND VAULT
N.T.S.
"R
�- SOLID CONC. BLOCK
OR PRECAST CONC.
GRATE SECTION
MAJNTENANCE ACCESS
10'
722.00
3
1 2
EMBANKMENT PLACED IN 1
UFrB AND COMPACTED
TO STANDARD PROCTOR.
EL. 715.00
EL. 714.00
EX. 63± L.>=�54" RCP -J
03.17 %±
WATERTIGHT ANI7 -SEEP COLLARS
(MIN. 1.5' AROUND BARREL)
INV 719.00
1' -0'
PERMANENT POOL
N7
CONC. EDGING (NOT OVER WEIR)
2' MIN. OR SAME A5 GRATE HEIGHT,
WHICHEVER 16 GREATER.
EXIvnNG CONCRETE
ENOWAL.L (REMAINS)
WW #B /Wo"N
-�-- -- E.L. 719.00±
CONSTRUCT PRE -CAST
' CONCRETE W1NM.-,'k.LL9
RIPRAP APRON
INV. EL. =711.00
STRUCTURE ----%.
T
WATER auALnr aR,NCF tAseuaE oP
W18 CL5IRINICE BELOW TO 1MOF�C PROPERLY
WATER QUALITY ORIFICE DETAIL
WEIR
6' -6" Std• RETICULINE GRATE (FRONT)
W/ HINGED ACCESS DOOR
TOP OF DAM= 722.00
6' -6' So. GRATE --
W/ HINGED ACCESS DOOR
718.30
WEIR OP9JING
dE �F
x'3.0' DfA. PVC W/ BEND
714.50
713.50
4' THICK CONC. SLAB (4'X4'X4")
UNDER DRAWDOWN PIPE
704.00
BOTTOM OF POND
CAP UNIT
HIGH GRADE. SEE PLAN
FOR SURFACING TYPE
1W EL= VARIES Oman
Hill
SPLIT FACE CONC. -�
RETAINING WALL UNIT O o 0 00 , o
° 0 •
SUBGRADE
7' " SQ.
(our to OU
)
O o
. .• . .: •`t .:.. ••: • . • .
.,
0 0 O Q o
a�
.. .J•
• •• ti ..,. -i-. EXPOSED STRUCTURE
.•.• ,... :•'•
•
..'S .• ..
Hilton Head, South Carolina 29938
0 ° o
WALL ENGINEER
ti :• •
INSTALL TRASH RACK (#5 REBAR 0 6' O.C.B.W.)
'719.30
'•, •••• '•• "•••
. • :`_
--;--
•
a
f
:, •
WELD TO 2 "x2' STEEL ANGLE
(BOLT ANGLE TO STRUCTURE)
• ° • o
NCDOT #57 WASHED STONE
.I�- --
155 East Boardwalk Suite #400
0 ° o
° • ° •
IN ENTIRE REINFORCED ZONE
a
° • o
°•° 0 0 o•
r
V9 -'' .
....- ---�--
O
O, O °' ° ° °' o
° °
2' OW PVC WEEP A V o/c, COVER
BURY LE
FABRIC
° o °
o ° ° ; 0
o ° ° ° o o • ° O ° 0
o
END WITH FILTER FABRIC
m
0 0
..
o °oo••o o •
�GEOTMMLE
DRAIN SE
.:..
716.00
1' -6' PVC WITH W BEND
.. •. • • •
NOTE•
' • ; S
WEIR
TURNED DOWN
OUT NOT UMMnW To THE FOLLOWING:
I. TYPICAL SECTION SHOWING FULL RANGE OF WALL HWiM 4 CONDITIONS, GRID
�' '•
2. WALL ELEVATION INDICATING TOP, 80TMIM 4 OCTENT OF WALT., GRID SPACING.
`•
_
'' ...''
' •'' •.
MASONRY STRUCTURE
714.50
'1•
/
'r •
• '...:. •; •:
WITH 8' THICK SOLID MASONRY WALL
•,� �•„ �.
' 1 -©
/
TEMPORARILY PLUG PVC UNTIL EROSION
CONTROL MEASURE 19 REMOVED
713.00
OUTLET PIPE
(REAR WALL)
12* THICK CONC. SLAB
6' -6' So. GRATE --
W/ HINGED ACCESS DOOR
718.30
WEIR OP9JING
dE �F
x'3.0' DfA. PVC W/ BEND
714.50
713.50
4' THICK CONC. SLAB (4'X4'X4")
UNDER DRAWDOWN PIPE
704.00
BOTTOM OF POND
CAP UNIT
HIGH GRADE. SEE PLAN
FOR SURFACING TYPE
1W EL= VARIES Oman
Hill
SPLIT FACE CONC. -�
RETAINING WALL UNIT O o 0 00 , o
THE ABOVE DATA BHN.L BE 61JOhATTED TO THE ARCHITECT FOR APPROVAL PRIOR TO
SESMI MNG EARTHWORK.
Modular Block Retaining Wall
8c (8'xa'X12')
MW.
EXIST. 6' -0" BY 6' -0' (INSIDE DIMO SIONS)
PRE -GIST STRUCTURE WITH
3" THICK CONC. WALLS
(4000 P51 CONC. MIN.)
W. 713.00
CONTROL STRUCTURE DETAIL
- PRIMARY WATER QLG'1LITY ORIFCE
DRAWDOWN VaACE MUST' BE REVERSE
SLOPED TO DRAW WATER 1' BELOW
PE9%*X NT POOL ELEVATION.
PANT 'PERMANENT POOL ELEV. = 614.5D'
ON POND C STRUCTURE
/"-ZgHAR (CaALVENIZED)
ro AN LE)
FLOW
r(2��2 3/8' ST EEL. ANGLE
ZF�)
WEIR OPENING
4
d a'
• d
TRASH RACK DETAIL
N.T.S.
ARCHITECTS
° 0 •
SUBGRADE
O O
o W
• O
1 (1i CAE_, +h Tr��,�, C1 -oo+
O o
Charlotte, North Carolina 28280
0 0 O Q o
REINFORCEMENT GRID
10 Pope Ave, Executive Park
6 0
SPACING AS DESIGNED BY
Hilton Head, South Carolina 29938
0 ° o
WALL ENGINEER
o • •
,
2530 Meridian Parkway Suite 300
Durham, North Carolina 27713
• ° • o
NCDOT #57 WASHED STONE
.I�- --
155 East Boardwalk Suite #400
0 ° o
° • ° •
IN ENTIRE REINFORCED ZONE
"""
° • o
°•° 0 0 o•
r
V9 -'' .
....- ---�--
O
O, O °' ° ° °' o
° °
2' OW PVC WEEP A V o/c, COVER
BURY LE
FABRIC
° o °
o ° ° ; 0
o ° ° ° o o • ° O ° 0
o
END WITH FILTER FABRIC
m
0 0
o °oo••o o •
�GEOTMMLE
DRAIN SE
FABRIC TO ELEV.
GEOGRID BASE REINFORCEMENT
NOTE•
RETAINING WALL SUBCONTRACTOR SKA EMPLOY PR01~E,8 NONAL. EN
LL» GINEER, LCENSED
IN THE
STATE OF NORTH CAROLK% TO PREPARE 4 SEAL FULL CONI TRUCTION SHOP DRAW') M INCWPM
OUT NOT UMMnW To THE FOLLOWING:
I. TYPICAL SECTION SHOWING FULL RANGE OF WALL HWiM 4 CONDITIONS, GRID
PLACEMENTS.
2. WALL ELEVATION INDICATING TOP, 80TMIM 4 OCTENT OF WALT., GRID SPACING.
3. WAIL HEIGHT/61506M SCHEDULE FOR ALL CONDIiIONB OMW LENGTH, SPACING, GRID SPEC, ETC.
4. WALL CAP** DETNL.
5. CONSTRUCTION SPECIFICATION13 FOR ALL M ATERWA, METHODS, EXECUTION ETC.
THE ABOVE DATA BHN.L BE 61JOhATTED TO THE ARCHITECT FOR APPROVAL PRIOR TO
SESMI MNG EARTHWORK.
Modular Block Retaining Wall
8c (8'xa'X12')
MW.
EXIST. 6' -0" BY 6' -0' (INSIDE DIMO SIONS)
PRE -GIST STRUCTURE WITH
3" THICK CONC. WALLS
(4000 P51 CONC. MIN.)
W. 713.00
CONTROL STRUCTURE DETAIL
- PRIMARY WATER QLG'1LITY ORIFCE
DRAWDOWN VaACE MUST' BE REVERSE
SLOPED TO DRAW WATER 1' BELOW
PE9%*X NT POOL ELEVATION.
PANT 'PERMANENT POOL ELEV. = 614.5D'
ON POND C STRUCTURE
/"-ZgHAR (CaALVENIZED)
ro AN LE)
FLOW
r(2��2 3/8' ST EEL. ANGLE
ZF�)
WEIR OPENING
4
d a'
• d
TRASH RACK DETAIL
N.T.S.
ARCHITECTS
C
t
V 1 1 L W. Morehead Street
7 Charlotte, NC 28208
Landscape Architecture
Site Planning
Civil Engineering
www.sitesolutionspa.com
S 0 L UTi 0 N 5 Telephone- 704 -521 - 9880
Facsimile- 704 -521 - 8955
CADD# 2870
CARD
a •
120
s :N � Q '�►
s
10 •
;�
• • :
Z pip
RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
DATE
Two Bank of America Plaza
1 (1i CAE_, +h Tr��,�, C1 -oo+
Charlotte, North Carolina 28280
7041332 -7004
10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
8431785-6801
2530 Meridian Parkway Suite 300
Durham, North Carolina 27713
9191806 -4399
155 East Boardwalk Suite #400
02/8/08
Fort Collins, Colorado 80525
CD/2�31�
r
9701232 -3125
1 T r 2 3 2 0
C
t
V 1 1 L W. Morehead Street
7 Charlotte, NC 28208
Landscape Architecture
Site Planning
Civil Engineering
www.sitesolutionspa.com
S 0 L UTi 0 N 5 Telephone- 704 -521 - 9880
Facsimile- 704 -521 - 8955
CADD# 2870
CARD
a •
120
s :N � Q '�►
s
10 •
;�
• • :
Z pip
RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
DATE
DESCRIPTION
02/8/08
CODE REVIEW
RELY IS10NS
CD/2�31�
r
10i.
CONS TRUC.T =01'
DOCUME NITS
PROJECT N0: FWA 2291.02
DRAWN BY: JER
APPROVED BYE BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS Of SERVICE
AND REMAIN THE PROPERTY OF
THE FWA GROUP ARCHITECTS.
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT IS PROHIBITED.
ASHEET TITLE
SITE
CONSTRUCTION
DETAILS
SHEET NUMBER
C203

co
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cU
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0
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0
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75
0
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X35' Softball Field
ASPHALT
DU60UT PLAN b
(7YP.)
175'
7 FOUL POLE
2O EACH FOUL LINE
(7YP.)
BASF BID SKINNED INFIELD
f
N
$AcKsroP 4 ............... .....
.0
(7YF) 20
1 60
4 0/
Y
Z
60' 75'R i
V
kD
5' R
a
`-70' R
CONCRETE
(7yp.)
SEE SPECIFICATIONS FOR
OUTFIELD AND INFIELD
MIXTVRA=..S -�
125'
30/
1
5'R
Z
V
S
O
;001 4 BACKSTOP
20 (Tyr)
12' R
40'
90'
60.5'
90 \� ---
9 5' R
SPIWMNG ENTIRE RELD
235' CENTERFIELD DEPTH
10 H GT.
DUGOUT FENCE
g DU60UT PLAN
;04 (7YP)
7.5 R
12' R
195'
.,, EGIFIGATIONS FOR
OUTFIELD AND INFIELD
MIXTUMES
�RK�NVG ENTIRE HELD
5 PITCHERS MOUND
20 (rrPJ
� SOD INFIELD
12' SERVICE 6ATE
VCHAIN 4 '2 O (SEE 51TEPLAN FOR 325 CENTERFIELD DEPTH
LINK FENCE 2 LOCATIONS EACH FIELD)
WMA
Two an of America Plaza
DESCRIPTION
101 South Tryon Street
Charlotte, North Carolina 28280
'ul `.'
.x .
❑ 10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
-6801
t�R?`St^1"4b�i���`
`moo \i
Wl�
l> >t 12 1V \
h 111.
9191806-4399
F-1 155 East Boardwalk Suite #400
Fort Collins, Colorado 80525
9701232-3125
1 T r 2 3 2 0
►j r
u
CONSTRU
D ��UME N
■■
MME
5'R
Z
V
S
O
;001 4 BACKSTOP
20 (Tyr)
12' R
40'
90'
60.5'
90 \� ---
9 5' R
SPIWMNG ENTIRE RELD
235' CENTERFIELD DEPTH
10 H GT.
DUGOUT FENCE
g DU60UT PLAN
;04 (7YP)
7.5 R
12' R
195'
.,, EGIFIGATIONS FOR
OUTFIELD AND INFIELD
MIXTUMES
�RK�NVG ENTIRE HELD
5 PITCHERS MOUND
20 (rrPJ
� SOD INFIELD
12' SERVICE 6ATE
VCHAIN 4 '2 O (SEE 51TEPLAN FOR 325 CENTERFIELD DEPTH
LINK FENCE 2 LOCATIONS EACH FIELD)
WMA
Two an of America Plaza
DESCRIPTION
101 South Tryon Street
Charlotte, North Carolina 28280
'ul `.'
.x .
❑ 10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
-6801
t�R?`St^1"4b�i���`
`moo \i
Wl�
l> >t 12 1V \
h 111.
9191806-4399
F-1 155 East Boardwalk Suite #400
Fort Collins, Colorado 80525
9701232-3125
1 T r 2 3 2 0
►j r
u
CONSTRU
D ��UME N
-/ FOUL POLE
Z� EACH FOUL LINE
(TYF.)
LIMITS OF 5PRI661N6
(TO WARNING TRACK AND
SIDELINE FENCES)
.¢ 4' CHAIN .
2O LINK FENCE 10' 1NARN1N6 20 325' Baseball Field
TRACK (TYP.)
SCOREBOARD LOCATION
235"Softball Field layout
30' -0" BASEBALL 325' Baseball Field Layout
20' -0" SOFTBALL 1
0' -0'=� � 4 3'° 180' BRACE 1 p =�
' WIDE CHAIN BAND 5/16" X 1 1/4"
LINK FENCE CARRIAGE BOLT,
i� X35
OVERHANG 5196° LOCK WASHER
� RAIL END FITTING AND DUGOUT SLAB FLUSH WITH
� WITH 318" X 318" 5/16" HEX NUT FIELD SURFACE.
SE? SCREWS TYP. BOTH SIDES
REVERSE THE ORIENTATION
BACKSTOP PLAN VIEW 6' HIGH OUTFlE OF DUGOUT ACCESS OPENING,
� FENCE BASEBALL FENCE POSTS OR 1 STS'BA.SE
• °
LINE DUGOUT.
-! lTA� A/ 11f71►f
COMPACT
SUBGRAD
CONC. FOOT
3000 PSI
UTA.
DETAIL A TYPICAL AT UPRIGHTS
NOTES:
1. ALL WELDS ARE TO BE MADE BY
CERTIFIED WELDER.
2. ALL WELDED JOINTS IN UPRIGHTS ARE
TO BE LOCATED IN CONCRETE FOOTINGS.
3. SEE SPECIFICATIONS FOR OTHER REQUIREMENTS
4. 10' INFIELD AND DUGOUT FENCE TYP.
4 Ballfield Backstop Fence Detail
N.T.S.
1 I 2
UNIFORM
TO EAi
SIDE
UNIFORM SLOPE OR I"
PER FT FOR 6'. THEN
GRADUAL SLOPE TO
FRONT OF CIRCLE.
3
nr-A n e%1 ^Mf- ,'fill" I
TCHERS PLATE SEE
DECIFICAnONS,
.EVA77ON SHALL BE
' ABOVE HOME
.ATE.
5 Pitcher's Mound
N.T.S.
TCHERS MOUND
)MPOSITION SEE
DECIFICA77ONS.
3'_0
10' HIGH DUGOUT
INFlELD FENCE BACK
SET FENCE POSTS
IN CONCRETE SLAB
OPENING °I �
�Q DUGOUT CONCRETE SURF
00 / (see detail)
ACCESSIBLE --J
VIEWING AREA 12� MIN.
.. t 3"
3' -0" \7(3) PORTABLE PLAYER BENCH!
OPENING BACK SEE SPECS.
10' HIGH DUGOU PLAN VIEW 32' -D"
FENCE SHOWING TYP.
NOM 3RD BASE LINE DUGOUT -----
1. ALL FENCE POSTS 3" 0. D.
2. ALL BRACES AND TOPRAIL 1--5/8 0. D. 3 0. D. POST ---10/
3. TOPRAIL ALL THE WAY AROUND.
4. ALL DUGOUT FENCE 10' HIGH UNLESS OTHERWISE
INDICATED.
5. FENCE FABRIC TO BE INSTALLED ON THE
OUTSIDE OF POSTS AND BRACES. (DUGOUT ONLY)
6. SEE SPECIFICATIONS FOR OTHER MATERIALS
6
Dugout Detail
N.T.S.
�-TYP. FENCE POST
ALONG EDGE OF SLAB
W ACCESS
a OPENING
o a
12" MIN.
1 -5/8'° O.D. TOPRAIL
3" 0. D. POST
a
INFIELD 4" CONC. SLAB-\
4.
1,T2
COMPACTED
SUBGRADE 3600 PSI CONC.
FOOTING
- -1, -0»
DIA DIA
TYPICAL SECTION
ATHLETIC
FIELD TURF
FOUL TERRITORY
?4OTr-St
1. FOUL POLE FRA1vE AW I=an. POLE
PWRE FABRIC SHALL BE I'ROPERL.Y
PREPARED ivAINTM MITE ENAPOL., 2
GOAT'S.
2. FOUL. POLE SHOULD BE 110TAL.LM AS
0445E TO PENCE AS PRAGTIGAL.,
BBil1� aJ'iFIEL.D FB�1GE.
Foul Pole Detail
N.T.S.
4 -6" COMPACTED FINE
GRANITE SCREENINGS
CHAIN LINK FENCE
1 X19 WIf1C IUA0k11A1l% T0A4` -V rig -n"
SLOPE
2 Baseball Field Warning Track
N.T.S.
1'-ib •
VIA.
FAIR 7L'RRITORY
6ALV. POST GAP
r- AMINS s
I-S 18" O.D. 6ALV.
I /4" X5/46 DRAM BARS HITH
&ALV. POST BANDS AND BOLTS
2"X2"Xq WIRE PABRIG
TOP w4It of ourFia.a rice
POLE FIOL.E POST:
�• 0.0.6ALV. PIPE
4 I 5 I 6 I 7
cotes FaorlNs
ARCHITECTS
U 1 I L W. Morehead Street
�1 Charlotte, NC 28208
Landscape Architecture
Site Planning
Civil Engineering
www.sitesolutionspa.com
S 0 L UTI 0 N S Telephone- 744 -521- 9880
Facsimile- 704 -521- 8955
CADD# 2870
.�' CARO
D � 1120 �"
s n • Cole
'0
; v
",t
11.07 "S.0
C
,1 L L.1
RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
Two an of America Plaza
DESCRIPTION
101 South Tryon Street
Charlotte, North Carolina 28280
❑ 10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
-6801
F� 2530 Meridian Parkway Suite 300
Durham, North Carolina 27713
9191806-4399
F-1 155 East Boardwalk Suite #400
Fort Collins, Colorado 80525
9701232-3125
1 T r 2 3 2 0
U 1 I L W. Morehead Street
�1 Charlotte, NC 28208
Landscape Architecture
Site Planning
Civil Engineering
www.sitesolutionspa.com
S 0 L UTI 0 N S Telephone- 744 -521- 9880
Facsimile- 704 -521- 8955
CADD# 2870
.�' CARO
D � 1120 �"
s n • Cole
'0
; v
",t
11.07 "S.0
C
,1 L L.1
RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
DATE
DESCRIPTION
CONSTRU
D ��UME N
PROJECT N0: FWA 2291.02
DRAWN BYE JER
APPROVED BYE BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
AND REMAIN THE PROPERTY OF
THE FWA GROUP ARCHITECTS.
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT IS PROHIBITED.
ASHEET TITLE
BALLFIELD
DETAILS
SHEET NUMBER
C204

E
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co
O
N
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0
co
N
0
U
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0
0
0
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N
3" OD GALV. POSTS.
7.19'
�• --"'� 10` TAI.I, 2" X2" 9GA.
FABRIC. INSTALL TOP
4 INTERMEDIATE RAIL,
SEE DETAIL 6/L5.6.
MOW
WIDE FAINTED
10' WHITE UN
2' X$" WH LINE
" THI CONCRETE PAD
t WITH D BROOM FINISH
17.00'
DIISCUS6 THROW
b
--- ---70` RADIUS MAX.
AREA (SEE SITE
PLAN)
es.6o�'
17.00'
SHOT PUT
NOTE:
10L SHOT PUT AND DISCUSS THROW PADS SHALL BE
LOCATED PER SITE PLAN. CONTRACTOR TO CONSTRUCT
THESE PADS ON RELATIVELY FLAT GROUND WITH MINIMAL_
NOTE; GRADING TO PREPARE THE GROUND FOR THE CONCRETE,
SHOT PUT AND DISCUSS THROW PADS SHALL_ BE BACK FILL EDGE$ AND SEED 4 MULCH,
LOCATED PER SITE PLAN. CONTRACTOR TO CONSTRUCT
THESE PADS ON RELATIVELY FLAT GROUND WITH MINIMAL
GRADING TO PREPARE THE GROUND FOR THE CONCRETE,
BACK FILL EDGES AND SEED 4 MULCH.
Shot ut and Discus Detail
N.T.S.
START.- 3000 M
CURVED STARE
(RULE 5-3-7
1 / 2 GALV. --
STEEL GONDU IT
CONC.:
Radius Monument
2
N.T.S.
o.
"
2"X20X9 GA. WIRE
FABRIC-KNUCKLED
TOP & BOTTOM
CIA= anQT
400 METER EVENT MARKINGS LAYOUT START.- 1500M HU� �`- 'e'er"" u'�30 M ,
CURVED srAar
(RULE 5 -3 -7) r
EVENT
CAST ALUMINUM TOE
INCHE'S
H
SIZE TO BE 4
F__BOARD.
FEET IN LENGTH ALONG
55 M
THE INSIDE EDGE, 4.5"
39
WIDE, 4 4" TALL.
9.144 M (30 F Q
SECURELY FASTEN TO
110 M
CONCRETE.
39
2" WIDE PAINTED
9.144 M (30 FT.)
WHITE UNE
:
2 "X8" WHITE LINE
:
4" THICK CONCRETE PAD
'
WITH MED BROOM FINISH
•5 •
8
10L SHOT PUT AND DISCUSS THROW PADS SHALL BE
LOCATED PER SITE PLAN. CONTRACTOR TO CONSTRUCT
THESE PADS ON RELATIVELY FLAT GROUND WITH MINIMAL_
NOTE; GRADING TO PREPARE THE GROUND FOR THE CONCRETE,
SHOT PUT AND DISCUSS THROW PADS SHALL_ BE BACK FILL EDGE$ AND SEED 4 MULCH,
LOCATED PER SITE PLAN. CONTRACTOR TO CONSTRUCT
THESE PADS ON RELATIVELY FLAT GROUND WITH MINIMAL
GRADING TO PREPARE THE GROUND FOR THE CONCRETE,
BACK FILL EDGES AND SEED 4 MULCH.
Shot ut and Discus Detail
N.T.S.
START.- 3000 M
CURVED STARE
(RULE 5-3-7
1 / 2 GALV. --
STEEL GONDU IT
CONC.:
Radius Monument
2
N.T.S.
o.
"
2"X20X9 GA. WIRE
FABRIC-KNUCKLED
TOP & BOTTOM
CIA= anQT
400 METER EVENT MARKINGS LAYOUT START.- 1500M HU� �`- 'e'er"" u'�30 M ,
CURVED srAar
(RULE 5 -3 -7) r
EVENT
�. �
HUR
INCHE'S
H
Fl� HURDLE
HRDLES
TO FHNISH�
55 M
5
39
13.716 At (45 FT.)
9.144 M (30 F Q
4.708 M (15.45 FT.)
110 M
10
39
13.716 M (45 FT.)
9.144 M (30 FT.)
13.988 IM (45.88 FT.)
165 M
8
30
18.288 M (60 FT.)
18.288 M (60 FT.)
18.696 M (61.35 Fr.)
300 M
8
36
145 M (147.62 FT.)
35 M (114.83 FT.)
10 M (32.81 FL)
EVENT
NO. OF
HURDLES
NCHES
H
START TO
f 1RST HURDLE
BETWEEN
HURDLES
LAST HURDLE
TO FINISH
55 M
5
30
13 M (42.67 FT.)
8.5 M (27.90 FT.)
8 M (26.25 FT.)
75 M
7
30/33
13 M (42.67 FT.)
8.5 M (27.90 FT.)
11 M 38.08 FT.
110 M
1 10
30
13 M (42.67 FT.)
8.5 M (27.90 FT.)
10.5 M (34.46 FT.)
Z00 M
10
30
16 M (52.50 FT.)
19 M (62.33 FT.)
13 M 42.67 FT.
300 M
8
30
45 M (147.62 FT-4
35 M (114.83 FT•)
10 M (32.81 FT.)
300'*
1
ADVANTAGE
FEET
METERS
10.996
3.35
2
21.98
6.70
3
32.97
10.06
4
43.98
13.40
104.13 F7. TO MEASURE LNrE
103.76 Ff. TO LANE t1NE
103.10 Fr. TO EDGE of SURFACE
102.93 FT. 70 EDGE OF BASE ---1
400 Meter Track/ Field Detail (6 Lane
N.T. S,
1
Soccer Field Practice Field
N.T.S.
2
COMMON FINISH FOR ALL EVENTS
10 CM
POLE: MINIMUM 1 "0
INSTALL TOUCHING
OUTER EDGE
3
3. ALL WIRE FABRIC AND FENCE
HARDWARE SHALL BE GALVANIZED.
2. GATE A COMPLETE WITH
AND SOCKET HINGES R
APPROVED EQUAL
3. SEE SPECIFICATIONS FOR PVC VINYL
COATING TO BE APPLIED TO ALL
FENCE SURFACES. (BLACK)
3 12' Service Gate
N.T.S.
B
GATE FRAME
2' O.D. GAIN. PIPE
MITER CUT AND FULLY WELD
ALL CORNERS, REINFORCE AS
NECESSARY TO PROVIDE
SOLID GATE FRAME.
CHAIN LINK
FENCE
5.79 L85 /!`T Al ALL
CORNERS, INTERSECTIONS.
CHANGES OF DIRECTION,
AND EVERY 200'
610-1
SEE LONG JUMP SECTION DETAIL --�
FOR SURFACE
(MATCH SURFACE TO TRACK - TYP.)
100.17
s
h
TOP OF SURFACE COURSE TO
BE PLUSH WITH TOP EDGE OF
CONCRETE.
DO NOT APPLY
PRE - MANU FACTU RED TRACK
CONTINUOUS DRAIN CHANNEL SURFACING TO _
SYSTEM WITH SLOTTED CONCRETE.
GALVANIZED GRATE OR
APPROVED EQUAL. GRATE TO
HAVE LOCKING DEVICE, INSTALL
(8) SYSTEM CATCH BASINS
51PNGED PER M1 =TC.'S
NOTES:
1,
ALL WIRE FABRIC AND FENCE
HARDWARE gligLL BE GALVANIZED.
2.
BRACE RAIL REQUIRED FOR 6'
HEIGHT FENCE AND GREATER.
3.
SEE SPECIFICATIONS FOR PVC VINYL
COATING TO BE APPLIED T� ALL
FENCE SURFACES. (BLACK
Chaginfink Fence
4
N.T.3.
J_
7 Hi h jump Detail
N.T.S.
NOTES
PRIOR TO BA00RILI.09 TRI940H., RAVE
INSpWTOR QOM eLve. 5TP& INSPECT
2' MlN. Dapm OF SEPAL w- DiOr.LJN1ENr
LINE POST
LOOP CAP
TOP RAIL CONFECTION
AS SHOWN 24 -0" o/C
t1NE POST
-2" O.D. GALV. PIPE
-1 /2' TRUSS ROD AND BRACE
f AIL AT ALL CORNERS
�CT10NS CHANGES OF
DIRECTION ,TERMINAL POST
EVERY 20b
BOTTOM RAIL ONLY
WHERE INDICATED AND
11111 _ _ 11111IM1' 1
LEVEL SURFACE ZONE
1 % MAX. SLOPE
s I
HIGH JUMP LANDING.
SEE LONG JUMP SECTION DETAIL
FOR SURFACE
(MATCH SURFACE TO TRACK - TYP.)
NOTE:
COORDINATE SURROUNDING
GRADES W/ GRADING PLAN.
HARDSGAPI! MAT RIAL -02. ASPKAILT PAYIND
OR WALL MAYS AJV DR VW).
STAKL PLA41W AT
aw OP GAPPED SLEEVE
PAINT TO!' OP STAKE Y LLON
�-- IsINISH 6+RADl=
- ...T�.. GIMP 2Nl79 OF 9UWYM
SECTION pVG PIPE. 9m Pt./MI
FOR slze of SLEEVE
8 Sleeving Detail,
N.T.g.
2.50" 5.95A ASPHALT SURFACE COURSE
TACK COAT
-- 6" COMPACTED AGGREGATE BASE COURSE
OUTSIDE
Ul) G
M
D
130' MIN.
CONCRETE
o oar JJ
dp o
1" SURFACE
4 ASPHALT
2-1/2* LEVELING
'4° 6" STONE
PVC DRAIN PIPE
V
O.
Lu
V
ul
MOM
TAKE-OFF SYSTEM
RECOMMENDATION AND -T LANE - slope sway
o p
CONNECT TO STORM DRAIN
I I o
1! li
11-4
li /o MIN
1/4"R �--. -- - •.• ---r•
Type °
co
Vo
a.•vw+wwwwv .ww.rw.w,..w �.. • • , ._..._.._ ._..•....... ,..�..�.� .rte. -.... ---- - --"`�" rr.e.rro, ,,,,,�„_ �..,.r.
• - e
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,w,.. ... #57 WASHED STONE._" ---- ---:`° NO E:
1. TRACK SHALL SLOPE MAXIMUM
III III III III III OF 0.10% IN RUNNING
4"(P PERFORATED DRAIN PIPE DIRECTION.
WITH FABRIC SOCK, CONTINOUS 2, CROSS SLOPE TOLERANCE 15
AROUND TRACK. CONNECT TO 1,0% -1.75% TO DRAIN,
TRENCH DRAIN SYSTEM CATCH
BASINS,
12
Track Section
N.T.S.
29•_6"
0
'va
PLAN .50" S.95A BITUMINOUS
- ASPHALT SURFACE COURSE
1 % CROSS
SLOPE
I QWu
Z.
00 9�•oP; bp�� � bP; a p b ilk
5" ABC
SECTI N A -A
9, -0"
..,.:
�• •.t•••• •i• ! : w ••i: •� •.• :1•• 1k. .• • .,
OD
VIM
SECTION 13-B
• SAND PIT
--- 4" PVC (PERFORATED) w/ FILTER
SOCK 0 1 %- CONNECT TO 4" PVC
AND DRAIN TO STORM DRAIN 0 1 % MIN.
5 Lon rip e um
N.T.S.
4 5 g 7
C
ARCHITECTS
Two Bank of America Plaza
101 South Tryon Street
Charlotte, North Carolina 28280
7041332 -7004
10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
8431785-6801
2530 Meridian Parkway Suite 300
Durham, North Carolina 27713
9191806- 4399
F 155 East Boardwalk Suite #400
Fort Collins, Colorado 80525
9701232 -3125
2 3 2 0
W. Morehead Street
Charlotte, NC 28208
Landscape Architecture
Site Planning
Civil Engineering
www.sitesolutionspacom
Telephone- 704 -521- 9880
S 0 L
ii
T I 0 N 5
Facsimile- 2870- 8955
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04-0
RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
DATE
DESCRIPTION
CD
'11 28r 01
100/.
CONS TRJC�
PROJECT NO: FWA 2291.02
DRAWN JER
APPROVED BY: BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
AND REMAIN THE PROPERTY OF
THE FWA GROUP ARCHITECTS.
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT IS PROHIBITED.
ASHEET TITLE
TRACK &FIELD,
SOCCER &
FENCE
DETAILS
SHEET NUMBER
C205

EXIST. R/W EXIST ROAD EXIST. ROAD EX16T. R/W EXIOT, R/W EXIST, R/W
S 301
30,
VAR IE5 VAR I E-5
6-0° 6 0 VARIES VARIES 61 0 11 61 -0° 1 —0 5 0 4 —0 —6 15 1-0 11 12 0 6 0 6 0" �
10 TO 12' 10 TO 12' 51DEWALK P.O.
ARCHITECTS
1' -011 Two Bank of America Plaza
GRADE POINT 101 South Tryon Street
6% MAX GRADE PO WT E Charlotte, North Carolina 28280
7041332-7004
ROLLOVER :1 1 /4 " /FT. F� 10 Pope Ave, Executive Park
Vf1RIE5 -.0NATCH EXIST. MATCH EXIST. VARIE6 Hilton Head, South Carolina 29938
VARIES jjjjj��%�11IIII
MATCH EXIST, MATCH EXIOT..... --- 610% NK • 8431785-6801
8.0% EXIST. GROU N ?.� �j;1 3: J 21 � �' 3: 7 `21 � F� 2530 Meridian Parkway Suite 300
Durham, North Carolina 27713 EXIOT, GROUND EXIOT, GROUND T EXIOT, PAVEMENT EXIOT, GROUND 9191806-4399 EXIOT, PAVEMENT 155 East Boardwalk Sute #400
E Fort Collins, Colorado 80525
RIDGE ROAD 5TREET AVENUE 9701232-3125
TYPICAL 6ECTION NO. 6 TYPICAL 6ECTION NO. 1 5TAs 10+00,00 to 6TA, 12+75900 5TAe 40+1%3.40 to OTA. 55+59960 W. Morehead Street
Charlotte, NC 28208
6TA# 26+25.00 to OTA. 26+77o6O Landscape Architecture 61DEWALK Site Planning
PROP, R/W PROPO R/W EAOEMENT EXIOT, ROAD EXIOT, R/W EXIOT, ROAD www.sitesolutionspa.com
%3000 2v0 eepe4VARIE6 3010 Facsimile- 704 -521- 8955
%300 VRCADD# 2870
DRAINAG6 0 6 �0 11 -0 12-0" 12 �0 4-02-6 4 0 5 0 11 0 6 0 6-0 12-0 12-0 12 0 6 0 6-0 EA6EMENT E31KE P,Os OIDEWALK
LANE
GRA E PO I NT MAX, GRADE P I NT C R 6% 6% X# G R CLOVER D 2 15471 IsROLLOVER ROL R FT. b1/4/ \1PIIIIIIIIia H EXIST MATC H EXIT VA R I E5 MATC
VARIES H E MATCH EXIOT %%%-0 --- - 1 EXIOT, GROUND
8.0`� 0% MAX 0% NIN EEXIOT, GROUND EX16T. GROUND 11 EXIOT, GROUND EXIOT, PAVEMENT T 6
EXIOT, PAVEMENT
2040 E T T E 20sO R I DGE ROAD 6HELLEY AVENUE
TYPICAL 6ECTION NO. 2 TYPICAL 6ECTION NO. 7 Cheofte—MecMentmrg Sctmb
OT& 12+75e00 to 6TAs 16+75,00 13TAt 60+1631 to 6TAs 62 +39.44 OIDEWALK PROPO R/W EXIOT9 Ct ROAD PROP, R/W EAOEMENT R1 ROAD PROP* R/W EXIOTs ROAD EX16T, R/W Ma 3000 3080 2sO 1 MIDDLE SCHOOL
2sO %3010 VARIE5 VAR VARIE5 7260 HIGHLAND CREEK PARKWAY
NORTH CAROLINA
I it DRAINAGE 6 0 6-0 VARIE5 12-0 12'—o 4-0 12 6' 4 01' 5 0" CHARLOTTE, -0 14-0 4 0 12 �0 12 Of 12 0 6 0 6 1 0 5 0 4-0 —6 EMENT 131KE P.O. OIDEWALK
0,-0" To 11'—d LANE
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bH ELLEY AVENU E R I DGE ROAD TYPICAL 6ECTION NO. 8
TYPICAL 6ECTION NO. 3 OTAs 62+39o44 to 6T& 64+59o38
6TA9 16+75o 00 to 6TAs 20+OOeOO
EXIOT, R/W EX16T. R/W MARK DATE DESCRIPTION
EXIOT, R/W EXIOT, ROAD 30
PROP, R/W EXI%5T ROAD VA R I E6 VARIE6
�I290 4490 6 1 -0 If 6 1-0 11 12 1. 0 11 12- 0" 6 0 61_0
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131KE 12' To Of- 6"
OIDEWALK P.O. LANE
6% MAX s GRADE PO I NT ROLLOVER
1 0 C; GRADE POINT :,9 MATCH EX16T. VA R I ES EX16T* I, ER MATCH EX15T. ROL' B
GROUND
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EXIOT, PAVEMENT
7EXI15T. GROUND
EXIOTo PAVEMENT
T T E 20aO CAL 6ECTION NO. 9
6TA* 64+59*38 to 6TAs 69+20*26
C 1') 11/28/07 10 \0 0 P% I DGE ROAD C 0 N S'T R U "10 N
1) 0 ""Ll I'M 'E", NJ* S
TYPICAL 6ECTION NO. 4
6TAs 20+00900 TO 6TAo 23+6OsOO
PROJECT NO: FWA 2291.02
";7 EXIOT. R/W
Lj PROP, R/W PAVEMENT 6CHEDULE
EX 16T, ROAD 44sO VARIE6 3 DRAINAGE EA6EMENT
DRAWN BY: JER
PROP, APPROX. 1 e5" 13ITs CONC,, OURFACE COUROE, TYPE 69.5b, AT AN VARIE6 12 a 61 0 6'- 0 C 4-0 12-0 APPROVED BY: BJC
1 0 5-0 4 —0 —6 14'� 0 AVERAGE RATE OF 112 1.136, PER 6Q, YARD, IN EACH OF TWO LAYER6. 131KE THESE DRAWINGS. AND THE PROJECT
OIDEWALK PoC79 LANE 1 PROP, APPROX. 4 AOPHALT CONC,, INTERMEDIATE COUROE, TYPE 119.013, MANUAL ARE INSTRUMENTS OF SERVICE
AND REMAIN THE PROPERTY OF
TO D AT AN AVERAGE RATE OF 285 L135, PER 6Q, YARD IN EACH OF TWO THE FWA GROUP ARCHITECTS. I UNAUTHORIZED DUPLICATION OR REUSE
0 6 LAYERO. WITHOUT WRITTEN CONSENT IS PROHIBITED.
EXIOTO R GROUND 1 0 GRAD PO I NT
120 1/4 /FT$ 6% CIA 325*013s WEDGE ROL ER E PROP, APPROX. 5.5" 13ITs CONIC, 5A6E COUR6E, TYPE L SHEET TITLE
A e04 PRO AT AN AVERAGE RATE OF 456 L1364 PER %5Q,. YARDe
olo 4 m WEDGE A V — s04 PROPe* VA R I ES : 6,10% 4R 2-6" CURB AND GUTTER ROADY 0 EXIOT, GROUND 6 T EX15T. GROUND AT OTA. 22+50900 PICAL E D 4" CONCRETE OIDEWALK
EXIOT, PAVEMENT D SECTIONS
E T T EARTH MATERIAL 5 0 295 5 10
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DEMOLITION NOTES
1. BOUNDARY AND TOPCIGRAPHIC INFORMATION TAKEN FROM A
SURVEY PREPARED BY: RB PHARR AND iATES 704
� �
376- 2188, REVISED NOVEMBER 11, 2007.
2. vITE ��:MOLITION INCLUDES, BUT IS NOT LIMITED TO, THE
RE�+'fOVAL OF ALL EXISTING VEGETATION IN LIMITS, STRUCTURES
PAVED ARIA �' POOTING6, CU R� AND GUTTER, BASE COU R5E
P1EI'VCES AND PLIANT MATERIAL ALL SHOWN TO BE REIV�OVED.
3, TREES DENOTED AS BEING SAVED WILL BE PROTECTED WIT�I
AN
APPROVED TREE PROTECTION FENCE PRIOR TO COiV�AENCEMENT OF
GRADING OR DEMOLITION.
4. TREE PR ON AND SILT FENNCE AC'Til� AS TREE PROTECTED
N
MUST BE INSTALLED BEFORE ANY
DEMOLITION /CLEARING /��RADING /CONSTRUCTION AND NOT REl�+IQVED
UN'11L AFTER FINAL INSP�CTiON BY LANDSCAPE ARCHITECT. SILT
FENCE TO ALSO ACT A5 TREE PROTECTION FENCING, SEE EROSION
CONTROL PLAN.
5. NO SOIL DISTURBANCE OR COMPACTiON,COSTRUC►tiON
MATERiA�L.S,TRAFFIC, BURU�L. PITS, TR�HING OR OTHER LAND
DISTURBING ��C►'TNITY ALLOWED IN THE TREE PROTECTION ZONE.
6. TELEPHONE AND GiAS LINE REAL CIF REQUIRED MUST BE
COORDINATED WITH THE APPROPRIATE UTILITY COMPANY IN ORDER
TO RE��10�1/E A�B�W DON LINES WITHOUT DISRUPTING ANY 0TH ER
SERVICE.
7. CABLE LINES AND POWER LINES _ CIF PRESENT) SHALL BE
COORDINATED WITH APPROPRIATE UTILITY COMPANIES.
8. CO OR RESPONSIBLE FOR COMPLETE SCOPE OF
D�:MOLITiON AND RELOCATION OF UTILITY LINES. CO OR MUS
T
COORDINATE WITH ALL REGULATORY TES AND UTILITY
COMPANIES. ALLOW APPROPRIATE TIME FOR COORDINATION MID
RELOCATION.
8. SAW CUT ASPHALT t 1 t MiN. � AND CONCRETE WHEN NECESSARY.
10. CO OR IS RESPONSIBLE FOR REAL AND PROPER
DISPU�Ai,. OF ALL DE5RI8.
11. SEE C 102 � C 103 FOR ADDITIONAL EROSION CONTROL
INFORMATION.
12. CO OR S� DILIG�:NT1.Y MAINTAIN THE CONSTRUCTION
E E AND REGU L,ARLY WASH ANY A� D FROM RIDGE ROAD
DURING CO�TRUCTiON.
13. CO OR SHALL MAINTAIN EXISTING MAIL 80X SERVICES TO
ALL AI=FECTED PROPERTIES DURING COI�TRUCTION.
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101 South Tryon Street
Charlotte, North Carolina 28280
704332- 7004
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Hilton Head, South Carolina 29938
843785 -6801
2530 Meridian Parkway Suite 300
Durham, North Carolina 27713
919j806 -4399
D 155 East Boardwalk Suite #400
Fort Collins, Colorado 805�?5
970f 232 -3125
2 3 2 0
IrV. Morehead Street
� Charlotte, NC 28208
Landscape Architecture
Site Planning
;��� Civil Engineering
www.sitesolutionspacom
S 0 L U 110 N S Telephone- 704 -52 I- 9880
Facsimile- 704 -521 - 8955
CARD# 2870
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7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
DATE
DESCRIPTION
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" ° "`" "�" "�°"`--- EXISTING UNDERGROUND TELEPHONE UNE
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THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
� EXISTING DRAINAGE STRUCTURE
AND REMAIN THE PROPERTY OF
UNAUT ORIZEDUDUPLICAITI NT OR REUSE
DEMOLITION LEGEND
WITHOUT WRITTEN CONSENT IS PROHIBITED.
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SHEET TITLE
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� EXISTING DRAINAGE STRUCTURE
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DEMOLITION LEGEND
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DEMOLITION NOTES.
1, SEE SHEET 307 FOR ALL NOTES
DEMOLITION LEGEND
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1 Charlotte, NC 28208
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7260 HIGHLAND CREEK PARKWAY
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MARK
ARCHITECTS
DESCRIPTION
\ Two Bank of America Plaza
101 South Tryon Street
Charlotte, North Carolina 28280
7041332-7004
Q10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
8431785-6801
Q 2530 Meridian Parkway Suite 300
Durham, North Carolina 27713
9191806 -4399
Q 155 East Boardwalk Suite •400
Fort Collins, Colorado 80525
9701232 -3125
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W. Morehead Street
1 Charlotte, NC 28208
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www.sitesolutionspa.com
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CADD# 2870
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MARK
DATE
DESCRIPTION
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PROJECT N0: FWA 2291.02
DRAWN BY: JER
APPROVED BY: BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
AND REMAIN THE PROPERTY OF
THE FWA GROUP ARCHITECTS.
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT IS PROHIBITED.
ASHEET TITLE
Shelley Avenue
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ARCHITECTS
0 i wo Duf�k C) ryii kC( i(U t iu/_u
101 South Tryon Street
Charlotte, North Carolina 28280
704332 -7004
[-] 10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
8431785 -6801
Q 2530 Meridian Parkway Suite 300
Durham, North Carolina 27713
9191806 -4399
F-1 155 East Boardwalk Suite #400
For Collins, Colorado 80525
970'232 -3125
E2 3 2 0
W. Morehead Street
Charlotte, NC 28208
Landscape Architecture
Site Planning
Civil Engineering
www.sitesolutionspa.com
S 0 L U T l 0 N S Telephone- 704-521- 9880.
Facsimile- 704 -521- 8955
CADD# 2870
f CAIRO
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MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
DATE
DESCRIPTION
C:;fD
11/28/(,7
1 0;:
C(: )i S �R .� :5 . =O F. ..
PROJECT N0, FWA 2291.02
DRAWN BY: JER
APPROVED BY: BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
AND REMAIN THE PROPERTY OF
THE FWA GROUP ARCHITECTS,
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT IS PROHIBITED.
SHEET TITLE
Street Avenue
Rdwy 1-111p
Ex'isti'ng Cond'it'ions/
Demolition Plan
SHEET NUMBER
C301.2

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75625
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DOUBLE 'BELLOW LINE
SINGLE
... . ..........
IMA IvU1V1UL1,. uL*J Ay
CONSTRUCTION SHALL BE IN ACCORDANCE I I
WITH CHARLOTTE MECKLENBURG UTILITY'
DEPARTMENT STANDARD SPECIFICATIONS j
3 1 4 5
C**1
Y
LEGEND
-a-
EXISTING SIGN
DESCRIPTION
EIP
EXISTING IRON PIN
EXISTING LIGHT POLE
14y
EXISTING FIRE HYDRANT
•
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EXISTING UTILITY POLE
EXISTING PENCE
. t
-UE ---
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-OE
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R/W
RIGHT -OF -WAY
- ---SUE -
HC
ACCESgIBL.E SPACE
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•
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---e ----
_ - -
EXISTING CURB AND GUTTER
NOTES:
1 • THIS MAP IS NOT A CERTIFIED SURVEY.
Z• BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY R.B.
PHARR & ASSOCIATES.
3• THE UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVIENIENCE
ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THIS PLAN;
THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS
SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL
EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
CONFLICTS BETWEEN EXISTING UTILITIES AND PROPOSED
EXCAVATION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
4. CONTRACTOR TO PROVIDE A MINIMUM OF 48 HOUR NOTICE TO
OWNER OR REPRESENTATIVE PRIOR TO INTERRUPTION OF ANY
EXISTING UTILITY, IF BEING UTILIZED.
5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND /OR REPLACEMENT
OF ANY UTILITIES DAMAGED DURING CONSTRUCTION.
6. THE CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING NEAR
ALL UNDERGROUND AND OVERHEAD UTILITIES.
7. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL
NECESSARY PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO
CONSTRUCTION.
•
L�
PROPOSED CURB AND GUTTER
(SEE PLAN FOR WIDTH)
PROPERTY LINE
CENTERLINE
HEAVY DUTY CONCRETE PAVING
ASPHALT OVERLAY
FULL DEPTH SU PERPAVE ASPHALT
COURSE WITHIN R/W
PROPOSED CURB 4 GUTTER, CONC.
DRIVE, SIDEWALK
PROPOSED MILLING AND RESURFACING
PROPOSED SIDEWALK UTILITY EASEMENT
PROPOSED PERMANENT DRAINAGE EASEMENT
PROPOSED CONSTRUCTION EASWENT
PROPOSED CUT LIMITS
PROPOSED SHOULDER
PROPOSED SWALE
20 0 10 20 40
1 ° =20 HORIZONTAL
E
ARCHITECTS
Two Bank of America Plaza
101 South Tryon Street
Charlotte, North Carolina 28280
J0413,32-7004
F-] 10 Pope Ave, Executive Park
- Tilton Head, South Carolina 29938
8431785 --6801
a 2530 Meridian Parkway Suite 300
Durham, North Carolina 27713
9191806 -4.399
155 East Boardwalk Suite #400
Fort Collins, Colorado 80525
9701232 -3125
2 3 2 0
W. Morehead Street
Charlotte, NC 28208
Landscape Architecture
l
Site Planning
Civil Engineering
www.sitesolutionspa.com
S 0 L 11 T I 0 N 5 Telephone- 704 -521 - 9880
Facsimile- 704 -521 - $955
CARD# 2870
C
RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
DATE
DESCRIPTION
.i
1-1/2.8 is r
( /�l •
" �.r !i� .. h } " 1 �(�
\ ( \. • 0
PROJECT NO- FWA 2291.02
DRAWN BY: JER
APPROVED BYE BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
AND REMAIN THE PROPERTY OF
THE FWA GROUP ARCHITECTS.
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT IS PROHIBITED.
ASHEET TITLE
Ridge Rd.
Roadway
Improvement
Plan
SHEET NUMBER

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NOTES:
1 • THIS MAP IS NOT A CERTIFIED SURVEY.
2. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY R.B.
PHARR & ASSOCIATES.
3. THE UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVIENIENCE
ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THIS PLAN;
THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS
SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL
EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
CONFLICTS BETWEEN EXISTING UTILITIES AND PROPOSED
EXCAVATION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
4. CONTRACTOR TO PROVIDE A MINIMUM OF 48 HOUR NOTICE TO
OWNER OR REPRESENTATIVE PRIOR TO INTERRUPTION OF ANY
EXISTING UTILITY, IF BEING UTILIZED.
S. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND /OR REPLACEMENT
OF ANY UTILITIES DAMAGED DURING CONSTRUCTION.
6. THE CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING NEAR
ALL UNDERGROUND AND OVERHEAD UTILITIES.
7• THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL
NECESSARY PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO
CONSTRUCTION.
5
LEGEND
"v"'
EXISTING SKIN
EIP
EXISTING IRON PIN
*
EXISTING LIGHT POLE
I;
EXISTING FIRE HYDRANT
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EXISTING UTILITY POLE
EXISTING FENCE
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-UE -4040
EX161ING UNDERGROUND ELECTRIC UNE
---DE 4040--
EXISTING OVERHEAD POWER UNE
R/W
RIGHT-OF-WAY
HC
ACCESSIBLE SPACE
•
EXISTING TREE TO REMAIN
PROPOSED SIDEWALK UTILITY EASEMEW
EXISTING CU RD AND GUTTER
,. 400.0_ %.X .
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114
ARCHITECTvS
N Two Bank of America Plaza
101 South Tryon Street
Charlotte, North Carolina 28280
704j332 -7004
10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
8431785-6801
F� 2530 Meridian Parkway Suite 300
flurham, North Carolina 27713
9191806-4399
155 East Boardwalk Suite #400
l=ort Collins, Colorado 80525
970j232 -3125
2 3 2 0
W. Morehead Street
Charlotte, NC 28208
Landscape Architecture
Site Planning
Civil Engineering
www.sitesolutionspa.com
S 0 L U TI 0 N S Telephone- 704 -521 - 9880
Facsimile- 704 -521- 8955
CADD# 2870
0
0
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RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
PROPOSED CURB AND GUTTER
DESCRIPTION
(SEE PLAN FOR WID'T'H)
"a'�
PROPERTY LINE
q
CENTERLINE
* . . ..*..� • . . •}• •
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. PROPOSED PERMANENT DRAINAGE EASEMENT
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ARCHITECTvS
N Two Bank of America Plaza
101 South Tryon Street
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704j332 -7004
10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
8431785-6801
F� 2530 Meridian Parkway Suite 300
flurham, North Carolina 27713
9191806-4399
155 East Boardwalk Suite #400
l=ort Collins, Colorado 80525
970j232 -3125
2 3 2 0
W. Morehead Street
Charlotte, NC 28208
Landscape Architecture
Site Planning
Civil Engineering
www.sitesolutionspa.com
S 0 L U TI 0 N S Telephone- 704 -521 - 9880
Facsimile- 704 -521- 8955
CADD# 2870
0
0
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RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
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DATE
DESCRIPTION
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PROJECT N0. FWA 2291.02
DRAWN BY: JER
APPROVED BYE BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
AND REMAIN THE PROPERTY OF
THE FWA GROUP ARCHITECTS.
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT IS PROHIBITED.
ASHEET TITLE
Shelley Avenue
Roadway
Improvement
Plan
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3. THE UTILITIES SHOWN ARE FOR THE CONTRACTORS CONVIENIENCE
1-800-632-4949 ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THIS PLAN;
AV0D UMUTY DAMAGE THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS
SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL
EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
CONFLICTS BETWEEN EXISTING UTILITIES AND PROPOSED
. CONSTRUCTION SHALL BE IN ACCORDANCE EXCAVATION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
WITH CHARLOTTE MECKLENBURG UTILITY
D SPECIFICATIONS. 4. CONTRACTOR TO PROVIDE A MINIMUM OF 48 HOUR NOTICE TO
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- - - � \ EXISTING UNDERGROUND ELECTRIC LINE ,:"3 I ,-t
---- : ­�,' - �, PROPOSED CUR13 4 GUITER, CONC,
X, I 5T. EO P TO I Z EM'AIN 749.42 % \ k\�\, 'IV 1.1`1'�". ;,,�,�,
745.53 \ \ __ 747.80 ­% � - I j \ \ \ - 111-� ;1­ � - DRIVE, SIDEWALK
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� � � *' - == =w- __,_ ___ .�..�_� M= "...- 111..� ­..- -.-� __�_ 9.8 Xw \ �\ -%-, I �J� Ou E EXISTING OVERHEAD POWER LINE
� ..~_ _.�_ ..'� ..--- _==>_ ­._� --"-- ..&_� - .­�.-.I__ __ _�_ -1 _�_ ..-_� ...­� _,­� ,,.� ..� ­� _,.� .11.� �P_ P. O/ . PROPOSED MILLING AND RESURFACING
" ___ 4-w- ...00M ___-� AwWA� ...*� .I.---- .­� ­--� ­_� ...00- _,� __ __� _�- ..".1. _�_* ? *41,11-1 ..� 146 .10 W � - � +.0"J", �co *�'
�_ � � � . ....~
..--� I,---- _.-_� ."__ ...�. .P-�� ..W-� wA�*� -701'1: .-­� ­__ _..�...� .0 ( .0� 0.3 --,-, �_ \0 \ *.*_k'4� O-) *L0
...-� *"-- r �_� ;75 _.­*.-_�, 750.6 _� _� ... 1�­Pb� t 0 %.4- 9P --A R/W RIGHT-OF-WAY
+ orl�_ 74-7-.-5 / "� Ir.. 1**� W-00� 10_1�01 \ .�. �_ _.� .__� -. - :-: --..:I\- - I 2,
*"*\ / t... "Ift-N / ,--ft. ^1_.. .or-" .0-0 ..-A, .0-ow- \ - - __�. ...J\ \ \ I I � 46 4 k. $_ \ 1%_.. ***� \\\ , % -SUE- PROPOSED SIDEWALK UTILITY EASEMENT
\ / / 1--... %ft-.- �� .Wwww ..--*, � � � � ...� � � . J., ..- (-n ,--.. %. k. 11� \\\ /\\\ 0
09000 * / (.. - ---I,- � �.,..O_ � - -WOOD-4_44E- - - - --:;P- 0-0" 750.5 N \ �. 1-ft. \\\\ ..,* HC ACCESelbLE SPACE
b . . Wj _.. - / _� / ..���._./4_-�-_-L__gAl '".-� "...... -75T.Er .0_*".0_11*..V-*1* ..� \ 9 \ 0000 \zo \ \ %. - %. t. %.t. \ *-.- 11^_". A\\ / \ E PROPOSED PERMANENT DMNA6E EASEMENT
0 ZU06 / �� ...- / / __ __ �� �_� ,-%.. ,%--. -ft"- 751.9 ow_� 749--e z V 0 \ 0 & 06 --A \\\ / 11
C) "7� _1�0* 0 .7 - - - _1 144-- , - � - V _* \\\ '. - I lft%%� 0
CA 00 0 7 M. %�, 1%_� �� .. I �� 4�� %-.f -1 4�� � �� W ._"*..Ow� / \ \ N1.1 EXISTING TREE TO REMAIN 0 PROPOSED OONSTRUCTION EASEMENT
*.* (14 Ct4 11 / �
#.& (A (A BENCHMARK .--*,, ___��,
%11�� __0 `%� "111� (J4 U �j ZP _= -_ -_ = - EXISTING CURB AND GUTTER
00* .___� 00 00 '*,� �__� NAIL IN POLE � a'"I Opw 10 11CP = � PROPOSED CUT LIMITIS
i ,a 1,2n I& I* M M ELEV=754-13 HIGHLAND CREEK C
� % �* Nt � 10 M
�* � %& *I INCS
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.�u a a MB 25­860 & 861 OD
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1 2 3 . 4 ' 5 . 6 7
.
ARCHITECTS
Mn Pic=
101 South Tryon Street
Charlotte, North Carolina 28280
7041332-7004
ve, xecu ive or
11
8431785-6801
F� 2530 Meridian Parkway Suite 300
Durham, North Carolina 27713
9191806-4399
F] 155 East Boardwalk Suite #400
Fort Collins, Colorado 80525
9 701232- 31 25
2 3 2 0
W. Morehead Street
Charlotte, NC 28208
_. Landscape Architecture
____
Site Planning
I
Civil Engineering
www.sitesolutionspa.com
Telephone- 704-521- 9880
Facsimile- 704 -521- 8955
1 CADD# 2870
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RIDGE ROAD
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SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
DATE
DESCRIPTION
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PROJECT NO: FWA 2291.02
1
DRAWN BY: JER
APPROVED BY: BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
THE FWA GROUP ARCHITECTS.
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT IS PROHIBITED.
.
SHEET TITLE
.
Street Avenue
Roadway
Improvement
Plan
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PR OSED 15`- RCP
22 L. F* CAD 3.48%
I N V. IN °755.85 '.
I N V. OUT 755.08
GENEM N=•
1 • REFER TO SHEET C105 FOR PROPOSED STORM
DRAINAGE SCHEDULE. ALL PROPOSED
CONSTRUCTION.
2. ALL PROPOSED CONSTRUCTION WITHIN THE
PROPOSED RIGHT OF WAY SHALL SE IN
ACCORDANCE WITH NCDOT STANDARD
SPECIFICATIONS 4 DRAWING,
3, REFER TO C303.1 FOR ROAD STORM DRANAGE
SCHEDULE.
L
C
In
EXISTING SIGN
--Ss— —
EXISTING SANITARY SEWER LINE
EXISTING IRON PIN
—yy
EXISTING WATER LINE
EXISTING LIGHT POLE
—G ---
EXISTING GAS LINE
RIGHT --OF —WAY
- =-- — _ _
EXISTING CURB AND GUTTER
ACCESSIBLE SPACE
PROPOSED CURB AND GUTTER
EXISTING TREE TO REMAIN
PROPERTY LINE
--'788
EXISTING CONTOUR LINE
EXISTING FIRE HYDRANT
_____78Ift
PROPOSED CONTOUR LINE
PROPOSED FIRE HYDRANT
+787,3
EXISTING SPOT ELEVATION
EXISTING WATER VALUE
787.6
PROPOSED SPOT ELEVATION
11 .1..8 l.J /
EXISTING WATER METER
EXCELSIOR LINED GRASS SWALE
EXISTING GAS VALVE
GRASS SWALE
EXISTING GAS METER
•Ao �---
TEMPORARY DIVERSION SWALE
EXISTING SANITARY SEWER MANHOLE
TEMPORARY DRAINAGE INLET PROTECTION
,.�.. SF ..��
TEMPORARY SILT FENCE
EXISTING STORM SEWER MANHOLE
PROPOSED STORM SEWER MANHOLE
•��• TP
TEMPORARY TREE PROTECTION BARRICADE
ININVINM
EXISTING STORM DRAINAGE LINE
EXISTING U11UTY POLE
PROPOSED STORM DRAIN PIPE
EXISTING FENCE
D---
PROPOSED ROOF DRAIN PIPE
EXISTING UNDERGROUND ELECTRIC LINE
p
EXISTING DRAINAGE STRUCTURE
EXISTING OVERHEAD POWER LINE
PROPOSED DRAINAGE STRUCTURE
EXISTING UNDERGROUND TELEPHONE LINE
LIMITS OF CONSTRUCTION
EXISTING DOWNSPOUT
20
0 10 20 40
1 " =20'
HORIZONTAL
ARCHITECTS
Two Bank of America Plaza
101 South Tryon Street
Charlotte, North Carolina 28280
7041332 -7004
F-] 10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
8431785 -6801
F-1 2530 Meridian Parkway Suite 300
Durham, North Carolina 27713
9191806 -4399
F-1 155 East Boardwalk Suite #400
Fort Collins, Colorado 80525
9701232 -3125
S I T E2 3 2 °
W. Morehead Street
N&N-Charlotte, NC 28208
Landscape Architecture
Site Planning
Civil Engineering
www.sitesolutionspa.com
Telephone- 704-521- 9$80
Facsimile- 704 -521 - 8955
SOLUTIONS
CARD# 2870
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RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
DATE
DESCRIPTION
CD
11 .1..8 l.J /
J��r�f•�
D j E r i , 1 N ..I. S
PROJECT N0: FWA 2291.02
DRAWN BYE JER
APPROVED BYE BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
AND REMAIN THE PROPERTY OF
THE FWA GROUP ARCHITECTS.
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT IS PROHIBITED.
SHEET TITLE
Ridge Rd. Rdwy
Imp
Grading, Drainage
& Erosion Control
SHEET NUMBER
C303

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FIRE STATION
CONTRACTOR SHALL COORDINATE
THE OPERATIONS OF THE SIRE
STATION WITH CONSTRUCTION AT
ALL TIMES. ACCE66 AND SERVICES
SHALL REMAIN OPERATIONAL ALL
THE TIME.
PROPOSED 15" RCP
77 L.F. 0 0.41
INV. IN 756.00
INV. OUT 755.68
o y�'h��i y R�gG�OS
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Station
No.
Structure
No.
Structure
Type
Grate /Rim
Type
Grate /Rim
Elevation
[Ft]
Pipe
I nvert I n
[Ft]
Pipe
Invert Out
[Ft]
Pipe
Material
Pipe
Dia.
[Ins]
Pipe
Length
[Ft]
Pipe
Slope
[Ft /Ft]
Description
CI
Type "F"
759.73
------
756.67
RCP
15
58
0.0050
Upstream end of system
RIGHT --OF -WAY
= ` _ _
Storm Drainage System
Fort Collins, Colorado 80525
HC
ACCESSIBLE SPACE
PROPOSED CURB AND GUTTER
EXISTING TREE TO REMAIN
- -----
A4
CI
Type "G"
743.85
------
739.97
RCP
15
114
0.0050
Upstream end of system
PROPOSED FIRE HYDRANT
+787.5
EXISTING SPOT ELEVATION
&IV
EXISTING WATER VALVE
787.6
PROPOSED SPOT ELEVATION
®wM
EXISTING WATER METER
------
A3
CI
Type "E"
742.80
739.40
739.40
RCP -CLASS IV
15
37
0.0054
Connects io A2
- - - - --
- - - - --
- - - - --
- - - - --
- - - - --
739.40
- - - - --
RCP
15
- - - --
- - - - --
Connects tom 131
Culvert
TEMPORARY SILT FENCE
%M 2
PROPOSED STORM SEWER MANHOLE
�•� TP •�••
TEMPORARY TREE PROTECTION BARRICADE
GENERAL NOTE:
_ =
- - - - - -
A2
EX- DI
Existing
741.87
739.20
739.62
RCP
18
------
0.0300
Outfall of Systerm (Existing)
EXISTING FENCE
a---
PROPOSED ROOF DRAIN PIPE
2, ALL PROPOSED CONSTRUCTION WITHIN THE
PROPOSED RIGHT OF WAY SHALL BE IN
--'-LIE --
EXISTING UNDERGROUND ELECTRIC LINE
------
B1
CI
Type "F"
743.93
------
739.87
RCP
15
94
0.0050
Connects to A3
-- T ---
EXISTING UNDERGROUND TELEPHONE LINE
LIMITS OF CONSTRUCTION
°S
EXISTING DOWNSPOUT
Storm Drainage System
H1
FES
Type "F"
754.38
750.45
750.45
RCP
15
37.00
------
DI 90
DI
840.15
744.92
742.50
742.29
RCP
18
16
0.0125
Connects from School System
- - - - --
HO
FES
- - - - --
- - - - --
750.20
- - - - --
RCP
15
- - - -•
------
C2
CI
Type "E"
745.65
742.09
742.09
RCP -CLASS IV
18
39
0.0174
Connects to C1
- - - - - -
C1
EX- DI
Existing
743.59
741.41
739.55
RCP
18
------
0.0300
Outfall of Systerm (Existing)
Storm Drainage System
- - - - -
D2
C1
Type "F"
752.80
------
- 750.30
RCP
18
24
0.0030
Upstream end of System
- - - - --
D1
FES
- - - - --
- - - - --
750.23
- - - - --
RCP
18
- - - - --
- - - --
Outfall of Systerm
Culvert
- - - - --
E2
FES
- - - - --
- - - - --
- - - - --
749.92
RCP -CLASS IV
18
72
0.0050
Upstream end of culvert
- - - --
E1
FES
- - - - --
- - - - --
749.56
- - - - --
RCP
18
- - - - --
- - - - --
Downstream end of culvert
7
Storm Drainage System
--V-
EXISTING SIGN
- -Ss--
EXISTING SANITARY SEWER LINE
101 South Tryon Street
EIP
EXISTING IRON PIN
1
EXISTING WATER LINE
------
F 1
CI
Type "F"
759.73
------
756.67
RCP
15
58
0.0050
Upstream end of system
RIGHT --OF -WAY
= ` _ _
EXISTING CURB AND GUTTER
Fort Collins, Colorado 80525
HC
ACCESSIBLE SPACE
PROPOSED CURB AND GUTTER
EXISTING TREE TO REMAIN
- - - - - -
G2
CI
Type "G"
759.43
756.38
756.38
RCP -CLASS IV
15
48.00
0.0050
Connects b G1
PROPOSED FIRE HYDRANT
+787.5
EXISTING SPOT ELEVATION
&IV
EXISTING WATER VALVE
787.6
PROPOSED SPOT ELEVATION
®wM
EXISTING WATER METER
- - - - --
G1
FES
- - - - --
- - - - --
756.14
- - - - --
RCP
15
- - - - --
- - - --
Downstream end of system
cEdGM
EXISTING GAS METER
TEMPORARY DIVERSION SWALE
GS
EXISTING SANITARY SEWER MANHOLE
TEMPORARY DRAINAGE INLET PROTECTION
(a)
Culvert
TEMPORARY SILT FENCE
%M 2
PROPOSED STORM SEWER MANHOLE
�•� TP •�••
TEMPORARY TREE PROTECTION BARRICADE
GENERAL NOTE:
_ =
----- -
H3
FES
Type "E"
758.51
------
754.35
RCP
15
312
0.0080
Upstream end of system
EXISTING FENCE
a---
PROPOSED ROOF DRAIN PIPE
2, ALL PROPOSED CONSTRUCTION WITHIN THE
PROPOSED RIGHT OF WAY SHALL BE IN
--'-LIE --
EXISTING UNDERGROUND ELECTRIC LINE
------
H2
MH
840.51
757.80
751.85
751.85
RCP
15
177.00
0.0079
Connects b H 1
-- T ---
EXISTING UNDERGROUND TELEPHONE LINE
LIMITS OF CONSTRUCTION
°S
EXISTING DOWNSPOUT
------
H1
FES
Type "F"
754.38
750.45
750.45
RCP
15
37.00
0.0068
Conned b HO
- - - - --
HO
FES
- - - - --
- - - - --
750.20
- - - - --
RCP
15
- - - -•
- - - - --
Downstream end of system
0
0
d
z LU
J
fz Q
Pi
1 I 2 I 3 I 4 I 5 6 7
--V-
EXISTING SIGN
- -Ss--
EXISTING SANITARY SEWER LINE
101 South Tryon Street
EIP
EXISTING IRON PIN
_yy______
EXISTING WATER LINE
10 Pope Ave, Executive Park
EXISTING LIGHT POLE
Hilton Head, South Carolina 29938
8431785 -6801
2530 Meridian Parkway Suite 300
-G
EXISTING GAS UNE
R/W
RIGHT --OF -WAY
= ` _ _
EXISTING CURB AND GUTTER
Fort Collins, Colorado 80525
HC
ACCESSIBLE SPACE
PROPOSED CURB AND GUTTER
EXISTING TREE TO REMAIN
ROPERTY LINE
788'-
EXISTING CONTOUR LINE
EXISTING FIRE HYDRANT
�.78
PROPOSED CONTOUR LINE
PROPOSED FIRE HYDRANT
+787.5
EXISTING SPOT ELEVATION
&IV
EXISTING WATER VALVE
787.6
PROPOSED SPOT ELEVATION
®wM
EXISTING WATER METER
��
EXCELSIOR LINED GRASS SWALE
®GV
EXISTING GAS VALVE
GRASS SWALE
cEdGM
EXISTING GAS METER
TEMPORARY DIVERSION SWALE
GS
EXISTING SANITARY SEWER MANHOLE
TEMPORARY DRAINAGE INLET PROTECTION
(a)
EXISTING STORM SEINER MANHOLE
TEMPORARY SILT FENCE
%M 2
PROPOSED STORM SEWER MANHOLE
�•� TP •�••
TEMPORARY TREE PROTECTION BARRICADE
GENERAL NOTE:
_ =
EXISTING STORM DRAINAGE LINE
11 REFER TO SHEET C105 FOR PROPOSED STORM
�
EXISTING UTILITY POLE
PROPOSED STORM DRAIN PIPE
DRAINAGE SCHEDULE:. ALL. PROPOSED
CONSTRUCTION.
EXISTING FENCE
a---
PROPOSED ROOF DRAIN PIPE
2, ALL PROPOSED CONSTRUCTION WITHIN THE
PROPOSED RIGHT OF WAY SHALL BE IN
--'-LIE --
EXISTING UNDERGROUND ELECTRIC LINE
p
EXISTING DRAINAGE STRUCTURE
ACCORDNNCE WITH NCDOT STANDARD
SPECIFICATIONS 4 MWING•
EXISTING OVERHEAD POWER LINE
■
PROPOSED DRAINAGE STRUCTURE
-- T ---
EXISTING UNDERGROUND TELEPHONE LINE
LIMITS OF CONSTRUCTION
°S
EXISTING DOWNSPOUT
20
0 10 20 40
1 " =20'
HORIZONTAL
1 I 2 I 3 I 4 I 5 6 7
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E2 3 2 fl W. Morehead Street
3$, Charlotte, NC 28208
Landscape Architecture
Site Planning
Civil Engineering
www.sitesolutionspa.com
S O L U T ' O N " S Telephone- 704-521- 9880
Facsimile- 704 -521 - 8955
CADD# 2870
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RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
ARCHITECTS
DESCRIPTION
■ Two Bank of America Plaza
101 South Tryon Street
Chariotte, North Carolina 28280
7041332 -7004
10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
8431785 -6801
2530 Meridian Parkway Suite 300
Durham, North Carolina 27713
9191806 -4399
0 155 East Boardwalk Suite #400
Fort Collins, Colorado 80525
9701232 -3125
r�
IV
"I
E2 3 2 fl W. Morehead Street
3$, Charlotte, NC 28208
Landscape Architecture
Site Planning
Civil Engineering
www.sitesolutionspa.com
S O L U T ' O N " S Telephone- 704-521- 9880
Facsimile- 704 -521 - 8955
CADD# 2870
-�► CARa
�9wy0•�aroat�44Y
q A �
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@ ` O
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15471
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RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
I DATE
DESCRIPTION
ID �''IE-N...S
PROJECT N0: FWA 2291.02
DRAWN BYE JER
APPROVED BYE BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
AND REMAIN THE PROPERTY OF
THE FWA GROUP P.RCHITECTS.
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT IS PROHIBITED.
SHEET TITLE
Shelley Avenue
Rdwy I m p
Grading, Drainage
& Erosion Control
SHEET NUMBER
C303.

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HIGHLAND CREEK
COMMUNITY Assocal
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1 I 2 I 3 I 4 1 5
GMER& NOTE:
1. REFER TO SHEET C105 FOR PROPOSED STORM
DRAINAGE SCHEDULE, ALL PROPOSED
CONSTRUCTION.
2. ALL PROPOSED CONSTRUCTION WITHIN THE
PROPOSED RIGHT OF WAY SHALL 5E IN
ACCORDANCE WITH NCDOT STANDARD
SPECIFICATIONS 4 DRAWING.
LEGEND
10
ARCHITECTS
Two Bank of America Plaza
101 South Tryon Street
Charlotte, North Carolina 28280
7041332 -7004
F-1 10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
8431785 -6801
F1 2530 Meridian Parkway Suite 300
Durham, North Carolina 27713
9191806-4399
155 East Boardwalk Suite #400
Fort Collins, Colorado 80525 s
9701232 -3125
I T I 2 3 2 U
W. Morehead Street
IN Charlotte, RUC 28208
;S,6, S$-&
Landscape Architecture
Site Planning
9e IAIAA wwCivil Engineering
w.sitesolutionspa.com
5 Telephone- 704 -521 - 9880
Facsimile- 704 -521- 8955
CARD# 2870
Lf-j
RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
EXISTING SIGN
--Ss— —
EXISTING SANITARY SEWER LINE
EIP
EXISTING IRON PIN
_______w _______
EXISTING WATER LINE
�
EXISTING LIGHT POLE
—G —
EXISTING GAS LINE
R/W
RIGHT —OF —WAY
EXISTING CURB AND GUTTER
HC
ACCESSIBLE SPACE
PROPOSED CURB AND GUTTER
•
EXISTING TREE TO REMAIN
PROPERTY LINE
-- 788 -----
EXISTING CONTOUR LINE
EXISTING FIRE HYDRANT
-7
PROPOSED CONTOUR LINE
FH
10”;
PROPOSED FIRE HYDRANT
+787.5
EXISTING SPOT ELEVATION
�
EXISTING WATER VALVE
787.6
PROPOSED SPOT ELEVATION
aiwm
.
EXISTING WATER METER
.
EXCELSIOR LINED MASS SWALE
0(;v
EXISTING GAS VALVE
GRASS SWALE
�M
EXISTING GAS METER
TEMPORARY DIVERSION SWALE
Q
EXISTING SANITARY SEINER MANHOLE
TEMPORARY DRAINAGE INLET PROTECTION
D
0
EXISTING STORM SEWER MANHOLE
SF •••■•■
TEMPORARY SILT FENCE
%M 2
PROPOSED STORM SEWER MANHOLE
•�•■ TP
TEMPORARY TREE PROTECTION BARRICADE
-- --- --
EXISTING STORM DRAINAGE LINE
EXISTING UTILITY POLE
PROPOSED STORM DRAIN PIPE
EXISTING FENCE
D---
PROPOSED ROOF DRAIN PIPE
---UE --
EXISTING UNDERGROUND ELECTRIC LINE
p
EXISTING DRAINAGE STRUCTURE
---0E-
EXISTING OVERHEAD POWER LINE
PROPOSED DRAINAGE STRUCTURE
-T
EXISTING UNDERGROUND TELEPHONE LINE
LIMITS OF CONSTRUCTION
ON
EXISTING DOWNSPOUT
20
0 10 20 40
1 If =20'
HORIZONTAL
6
7
10
ARCHITECTS
Two Bank of America Plaza
101 South Tryon Street
Charlotte, North Carolina 28280
7041332 -7004
F-1 10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
8431785 -6801
F1 2530 Meridian Parkway Suite 300
Durham, North Carolina 27713
9191806-4399
155 East Boardwalk Suite #400
Fort Collins, Colorado 80525 s
9701232 -3125
I T I 2 3 2 U
W. Morehead Street
IN Charlotte, RUC 28208
;S,6, S$-&
Landscape Architecture
Site Planning
9e IAIAA wwCivil Engineering
w.sitesolutionspa.com
5 Telephone- 704 -521 - 9880
Facsimile- 704 -521- 8955
CARD# 2870
Lf-j
RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
DATE
DESCRIPTION
C..f
11/28/07
1 X
C N S” _I R 1,.J �,.+ • O
r jJ ,ti
s
PROJECT N0: FWA 2291.02
DRAWN BYE JER
APPROVED BYE BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
AND REMAIN THE PROPERTY OF
THE FWA GROUP ARCHITECTS.
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT IS PROHIBITED.
ASHEET TITLE
Street Avenue
Rdwy imp
Grading, Drainage
& Erosion Control
SHEET NUMBER
C303.2

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C*iAJFMR 21 CITY TREE CfUNANCE CODE SUMMARY 1365 LF ELEMENTARY
SCHOOL PERIMETER FRONTAGE
PERIMETER TREES REQUIREMENT'S: PREVIOUSLY REVIEWED 4 APPROVED,
EXISTING TREES TO REMAIN 8'f
RIDGE ROAD: TOTAL 61TE = 940 LINEAR FEET
MIDDLE SCHOOL FRONTAGE = 927 L.P. 925 LF MIDDLE SCHOOL
REQUIRED TREES = 24 LATGE MATURING OR 31 SMALL MATURING TREES PERIMETER FRONTAGE, 2 t°
Q IRE D
PROVIDED TREES = 4+ EXISTING TREES 2* CAL. 19 EXISTING TREES CAL. 0R GREATER + 7 NEW TREES
0
+ 20 NEW TREES
NEW PERIMETER /QPN�
SHELLEY AVENUE: TOTAL 61TE = 2290 LINEAR FEET TREES,
MIDDLE SCHOOL FRONTAGE — 925 L.F. TYPICAL r10
REQUIRED TREES — 57 LARGE MATURING OR 76 SMALL MATURING TREES o
-�.
PROVIDED TREES 50 EXISTING TREES 2 CAL. OR GREATER
� o
0
+ 7 NEW TREES �
v EXISTING
TREES
STREET AVENUE: TOTAL 61TE = 1535 LINEAR FEET TO REMAIN
MIDDLE SCHOOL FRONTAGE = 1535 L, F.
REQUIRED TREES = 36 LARGE MATURING OR 51 SMALL MATURING TREES
PROVIDED TREES = 23 NEW TREES + 15 EXISTING TREES 2aCAL, OR GREATER
HIGHLAND CREEK PKWY, TOTAL SITE — 1848 LINEAR FEET • 0 OF,
PREVIOUSLY REVIEWED AND APPROVED WITH ELEMENTARY SCHOOL 2b
REQUIRED TREES -- 46 LARGE MATURING OR 62 SMALL MATURING TREES
PROVIDED TREES — 75+ EXISTING TREES 2 a CAL. OR GREATER TO REMAIN o� _-
*APPROVED AND PLANTED PER HIGHLAND CREEK ELEMENTARY SCHOOL o o _
PROJECT IN 20056 '' O o —
ser / .,00
ves � -rte f,w, d
IF OVERHEAD DISTRIBUTION POWER LINES EXIST, ONLY SMALL MATURING TREES ARE
ALLOWED WITHIN 25 FT. OF LINES. OTHERWISE 75% OF NEW TREES MUST BE LARGE
MATURING.
INTERNAL TREE REQUIREMENTS:
ONE TREE PER 10,000 S.F. OF IMPERVIOUS AREA,
ALL PARKING SPACES WITHIN 60 FT. OF A TREE.
MINIMUM LANDSCAPE AREA AS A PERCENTAGE OF ENTIRE SITE 15
5% FOR RENOVATED 61TE-6 AND 10% FOR NEW SITES,
CALCULATIONS: IMPERVIOUS AREA - 210,554 6. F.
(ENTIRE SITE) LANDSCAPE AREA = 1,956,278 S.F.
% IMPERVIOUS SURFACE = 9.35%
TOTAL SITE AREA 2,252,052 S, F,
*' INTERNAL TREE REQU I REMENT: IMPERVIOUS. AREA/ 10,000=21 TREES
REQUIRED/ +15 PROVIDED = 15 PROPOSED (EXISTING INTERIOR TREES WILL
BE SAVED TO MEET OR EXCEED CODE)
Or
s
OR
SATE
= SITE �g
�
FIRE
STAMON
±15W LF MIDDLE SCHOOL
PERIMETER FRONTAGE,
23 NEW TREES
+ MININ(JM 15 EXISTING
II�EES PR RIVED IN HEALTHY
CONDITION
•< 2,rouc
LF MIDDLE SCHOOL
PERIMETER 1°R0NTitiGE,
12+ EXISTING TREES TO REMAIN
+ 12 NEW TREES
� � TE TREE PROTECTION ALONG � QP NEW PERIMETER RIDGE ROAD PERIMETER WITH ROAD
5 TREES, IMI'R0VEMENTS.
TYPICAL NOTED
IF A MINIMUM OF 12 EXlSTiNG TREES ARE SEE SHEET L -101- FOR ENLARGEMENT PLAN, 0 80 160 320
NOT SAVED IN HEALTHY CONDITION, 'THEN PLANT UST, N0TE5, AND DET/U1.5.
ADDITIONAL NEW ?BEES WILL BE �I
REQUIRED (6 QP + 8 AR) 1 " =80'
� 1 � 2 � 3 � 4 � 5 6 7
E I
I
ARCHITECTS
Two Bank of America Plaza
101 South Tryon Street
Charlotte, North Carolina 28280
7041332-7004
10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
8431785 -6801
El 2530 Meridian Parkway Suite 300
Durham, North Carolina 27713
9191806 -4399
155 East Boardwalk Suite #400
Fort Collins, Colorado 80525
9701232 -3125
I T I 2 3 2 0
W. Morehead Street
7 Charlotte, NC 28208
Landscape Architecture
Site Planning
Civil Engineering
9t5AIAA www.sitesolutionspa.com
SOLUTIONSTe' ephone- 704 -521 -9880
Facsimile- 704 -521- 8955
CARD# 2870
CA
Ro
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1120 0
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RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
DATE
DESCRIPTION
1
2/8/08
Cor4e Review
Rey'si.oris
CD
11/28/07
100%
CONSTRUCM OI`
DOCUMIF "NT S
PROJECT N0: FWA 2291.02
DRAWN BY: JER
APPROVED BYE BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
AND REMAIN THE PROPERTY OF
THE FWA GROUP ARCHITECTS.
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT 15 PROHIBITED.
SHEET TITLE
OVE LL
LANDSCAPE
PLAN
SHEET NUMBER

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EXISTING TREELINE
PROPOSED TREEUNE AFTER CLEARING
EXISTING TREE
PROPOSED TREES
EXISTING
TREE
/ TYPICAL
LANDSCAPE NOTES
PROPOSED EVERGREEN TREE
MINIMUM TREE SIZE AT PLANTING 18 2- INCH CALIPER (FOR SINGLE STEM
PROPOSED SHRUBS
COMMON NAME
PROPOSED GROUNDCOVER
TREES). ALL MULTI -STEM PLAiV S MUST BE TREE FORM, MAXIMUM 3 TO 5
MULCHUNE
06
PLANT LABEL
PLANT QUANTITY
EXISTING
TREE
/ TYPICAL
LANDSCAPE NOTES
10.
MINIMUM TREE SIZE AT PLANTING 18 2- INCH CALIPER (FOR SINGLE STEM
BOTANICAL NAME
COMMON NAME
Charlotte, North Carolina 28280
TREES). ALL MULTI -STEM PLAiV S MUST BE TREE FORM, MAXIMUM 3 TO 5
I.
THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE QUANTITY
SPREAD
TRUNKS, AND MINIMUM 8 FEET TALL..
34
OF PLANTS SHOWN ON THE PLAN. ANY DICREPANCIEB BETWEEN QUANTITIES
October Glory
Red Maple
2.5"
Full Straight
Matched Specimen
ON PLAN AND PLANT UST SHALL BE BROUGHT TO THE ATTENTION OF THE
11.
FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE
QP
LANDSCAPE ARCHITECT AND ANY FIELD ADJUSTMENTS OR QUANTITY
Quercus
phellos
AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 24' NEW
2.5°
ADJUSTMENTS MUST BE AUTHORIZED PRIOR TO PL'1 -MNG.
12'
TOPSOIL., OR TILL. AND AMEND THE TOP 24' OF EXISTING SOIL TO MEET
8'
IF 4 Ilex x attenuate Fosters n a Full MAtched 6
'Fosteri' #8 Holly #8 B &nt Specimen
Betula nigra Heritage Deciduous 8'
BN 6
'Heritage River Birch B & B
SHRUBS &GROUND COVER
AJ
TOPSOIL/ PLANTING MIX STANDARDS FOR TREES (WITHIN EN71RE MINIMUM
2.
ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCEPTED
3 Gal.
ARFA OF 274 SQUARE FEET CALL TREE). CAL 336 -4824 FOR AN
24"
STANDARDS ESTABLISHED BY THE AMERK�AIV ASSOCIATION OF NURSERYMEN
1 f 28il0 I
INSPECTION OF SOIL BEFORE PLANTING TREES.
52
(ANSI 280.1)
Redleaf
Japanese Barberry
n a
Full Specimen
3.5' oc
24°
12.
ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES-
3.
ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY
Ilex comuta
'Burfordii Nana'
PLANT 15`FROM ALL UNDERGROUND UTILITIES (SEWER AND STORM DRAINAGE,
n a
FOLLOWING PLANTING.
36"
GAS WATER, PHONE AND ELECTRICAL LINES).
4.
THE TOP OF ROUT CROWN SHALL BEAR THE SAME RELATIONSHIP TO
13.
TREES TO BE PLANTED TO CITY OF CHARLOTTE STANDARD 40.01 AND
Larissa
Holly
FINISHED GRADE, AS BORN TO PREVIOUS GROWING CONDITIONS.
Full Specimen
3.5' o.c.
40.09.
5.
ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR
14.
PLEASE CALL 336 -4824 FOR AN INSPECTION OF TREE PROTECTION AND /OR
Ilex vomitoria
'Nana'
TO B,ACKFILL LNG,
3 Gal.
TREE PLANTING AREAS, 1 TO 2 DAYS BEFORE THE TEMPORARY OR FINAL
6.
ALL PLC SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ONE
24"
CERTIFICATE OF OCCUPANCY 16 NEEDED.
40
(1) YEAR AFTER ACCEPTANCE BY OWNER OF ALL PLANT MNTERLAL.
15.
LARGE MATURING TREES MAY NOT BE PLANTED WHERE OVERHEAD
7.
MULCH A MINIMUM 4 FOOT AREA AROUND EACH TREE AND - MULCH A
coot.
DISTRIBUTION OR TRANSMISSION ONES EXIST. IF TREES CONFLICT WITH
POWER LINES OR SIGNS, CALL URBAN FORESTER TO RESOLVE BEFORE
LM
CONTINUOUS AREA AROUND ALL SHRUB BEDS, AS INDICATED ON THE PLAN.
LirIope
Muscari 'vari eta"
PLANTING.
1 Gal.
MULCH SHALL BE 3 -4' THICK. SEE SPECIFICATIONS FOR TYPE,
coot.
18.
NO LIGHTS ARE ALLOWED IN PLN`!TlNG ISLANDS WITH TREES.
8,
ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND
REMOVED FROM ROOT BALL PRIOR TO 13ACKFIL.L.ING PLANTING PIT. REMOVE
TOP 1/3 OF THE BURLAP FROM ROOT BALL.
9.
ALL DISTURBED AREAS SHALL BE SEEDED AS SPECIFIED.
1�
i
2 I 3
0 30 60 90
1 " --30'
PLANTING SCHEDULE
KEY
QTY
BOTANICAL NAME
COMMON NAME
Charlotte, North Carolina 28280
REMARKS
7041332-7004
COND
SPREAD
AR
34
Acer rubrum
'October Glory'
October Glory
Red Maple
2.5"
Full Straight
Matched Specimen
12'
B &B
8'
QP
34
Quercus
phellos
Willow
omit
2.5°
Full Straight
Matched Specimen
12'
B &B
8'
IF 4 Ilex x attenuate Fosters n a Full MAtched 6
'Fosteri' #8 Holly #8 B &nt Specimen
Betula nigra Heritage Deciduous 8'
BN 6
'Heritage River Birch B & B
SHRUBS &GROUND COVER
AJ
9
Aucuba japonica
'Sercatifolia
Saw - toothed
Japanese Aucuba
3 Gal.
Evergreen
3.5' O.C.
24"
Cont.
1 f 28il0 I
B T
52
Berberis thunbergil
atro urpurea
Redleaf
Japanese Barberry
n a
Full Specimen
3.5' oc
24°
B&B/Cont.
24°
IBN
176
Ilex comuta
'Burfordii Nana'
Dwarf Burford
Holly
n a
Evergreen screen
4.5' O.C.
36"
B &B or Cont.
36"
I C
60
Ilex cornuta
'Carissa'
Larissa
Holly
n a
Full Specimen
3.5' o.c.
24"
B&B/Cont.
24's
IVN
84
Ilex vomitoria
'Nana'
Dwarf Youpon
Holly
3 Gal.
Evergreen
3' O.C.
24"
Cont.
24"
HE
40
Hernerocalis
Daylilly
1 Gal.
24" o. c.
coot.
LM
140
LirIope
Muscari 'vari eta"
Varigated Liriope
1 Gal.
24" o.c.
coot.
O.C.
DIMENSION
r
O.C. DIMENSION --� ,�� O.C. DIMENSION
DIMENSION
O.C. DIMENSION
SEE PLAN -�
SUBGRADE SOIL ­X /
CONTAINER SOIL J
BREAK
SECTION
1 Groundcove
N.T.S.
5
4" MULCH MINIMUM
MEASURED COMPRESSED
MEASURED COMPRESSED
ROTARY-TILL ORGANIC
MATTER AND OTHER
ADDITIVES INTO TOP
8" OF SOIL
Planting Detail
GRA55
AREA
0
s
�R
SITE
F SI TE gig
E ROq p
FIRE
STATION
a
OA\ IM ACAfT
4" DEEP
TRENCH EDGING
REMOVE ANY BROKEN OR
DEAD AND 015EABED
LIM55
TYP. COLLAR
MIN. 2" HT.
MIN. 4" LAYER
OF APPROVED
MU LC H 4"
TRENCH AROU N D
ENTIRE PLANTING BED
EDGE OF PLANTING BED
TYPICAL PLANTING BED DETAIL
NOTES:
1. OMIT COLLAR AROUND EACH SHRUB
WHEN IRRIGATION SYSTEM IS PRESENT.
2. INSTALL TOP OF PLANT BALL
t ABOVE ADJACENT GRADE.
3. TAMP PLANTING MIX FIRMLY
AS PIT IS FILLED AROUND
EACH PLANT BALL
4. SANK EACH PLANT BALL AND
PIT INME17ATELY AFTER
INSTALLATION.
5. BEE SPECIFICATIONS FOR FURTHER
SOIL AND PL WnNG REQUIRBAENTS.
NEVER CUT A LEADER
REMOVE ANY BROKEN OR
DEAD AND DWMED LIMBS
� -SUIL MIX
SUSGRADE
Trench Edging
N.T.S.
SPACING VARIES
go 5EE LANDSCAPE PLAN
LTAMP SOIL MIX UNDER
EACH PLANT BALL TO
MINIMIZE SETTLEMENT
AMENDED NATIVE 501L
SEE SPECIFICATIONS.
CUT ROOTS A5 NECESSARY
IN CONTAINERIZED PLANTS
THAT ARE POT BOUND
0 0 0 TYPO
FINAL GRADE
12"
Q2"
EXISTING
GRADE
TYPICAL BED MOUNDING
STAGGERED
ROWS
0 0 0
EQUAL EDGE OF
SPACING PLANTING BED
BETWEEN
ALL P LANTS
TYPICAL PLANTING BED PLAN
ARCHITECTS
TTwo
Bank of America Plaza
DESCRIPTION
101 South th Tryon Street
Charlotte, North Carolina 28280
7041332-7004
F-]
10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
8431785-6801
El
2530 Meridian Parkway Suite 300
Durham, North Carolina 27713
9191806 -4399
a
155 East Boardwalk Suite #400
Fort Collins, Colorado 80525
9701232 --3125
1 T r 2 3 2 0
C
0 Shrub Planting Detail B
N.T.S.
V 1 1 L W. Morehead Street
IN 7 Charlotte, NC 28208
` Landscape Architecture
Site Planning
9 A71AA Civil Engineering
www.sitesolutionspa.com
SOLUTION A Telephone- 704 -521- 9880
5 Facsimile- 704 -521 - 8955
CADD# 2870
CAR
• • s
• 7
1120 0
4
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`�
11 4, i,►.
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ILL' � � 1� �1�! ► . �1 � i �1 ! � Jai � 1�1�1 i'J
RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
MARK
DATE
DESCRIPTION
CD
1 f 28il0 I
100'
jj Y
CONS R\f
DOCUM `ITS
MINIMUM UMIT --� `- 6" MIN.
OF MULCH P LAN
PROJECT N= F WA 2291.02
I. ALL TREES ARE TO BE NURSERY GROWN, BALL AND
BURLAP (8&8) PREFERRED.
2. REMOVE ALL TREATED OR PLASTIC- COATED BURLAP,
STRAPPING, WIRE OR NYLON TWINE FROM ROOT BALL
3�4" NYLON STRAP AFTER SETTING IN HOLE, CUT AWAY TOP 2/3 OF DRAWN BY: J E R
0 TREE BRACE STRAP WIRE BASKET, IF PRESENT, AND TOP 1/3 OF BURLAP.
WITH POLY OR HEMP FLUORESCENT TAPE
ROPE GUYS - OPTIONAL 3. SOAK PLANT BALL. AND PIT IMMEDIATELY AFTER APPROVED BY: B J C
REMOVE AT TIME OF 4" LAYER OF MULCH INSTALLATION.
ONE YEAR REVIEW. TAPER TO TRUNK. NO
T P OF ROOT BALL TO BE MULCH SHALL TOUCH 4. INSTALL TOP OF PLANT BALL 2" ABOVE FINISH GRADE.
29 ABOVE FINISHED GRADE. TREE TRUNK. " THESE DRAWINGS AND THE PROJECT
DO NOT PLACE ADDITIONAL 5. 4 SAUCER WILL BE OUTSIDE OF BAiCKFltI. MANUAL ARE INSTRUMENTS OF SERVICE
SOIL ON TOP OF ROOT BALL 6. SEE SPECIFICATIONS FOR OTHER PLANTING REQUIREMENTS. AND REMAIN THE PROPERTY OF
1:1 SLOP 7. NO BACKFl THE FWA GROUP ARCHITECTS.
MINIMUM 4" SAUCER BERM LL ALLOWED ON TOP OF ROOT BALL UNAUTHORIZED DUPLICATION OR REUSE
FINISH GRADE OUTSIDE OF BACKFILL 8. WHERE STRAPPING OR GUYING IS INSTALLED, CONTRACTOR WITHOUT WRITTEN CONSENT IS PROHIBITED.
SHALT. FOXNE ALL STAKES, GUYING, ETC. AT END
.......... .. ......... OF WARRANTY PERIOD.
.......... ........
........ ....
•...... •..... 9. IF STAKING IS REQUIRED USE DETAIL FOR STD. NO. 40.01.
....... ...... REMOVE TOP 1/3 OF BURLAP,
...... ......
...... ....... AND ANY NAILS/PINS, ETC.
14. INFORMATION ON TREE PLANTING AND PRESERVATION
......
"' • .7 " FROM B&B TREES SHEET TITLE
...... ..... IS AVAILABLE IN THE "CITY OF CHARLOTTE LANDSCAPE
.:.... ......
(3) 2" X 2" X 24"
.:... CONSTRUCTION STANDARDS MANUAL ".
STAKES WITH CENTERED •. ; ;•:. :. :::: REMOVE TOP 213 OF WIRE
3/8" DIAMETER HOLE. ........ BASKET PRESENT
....... ...:....
...... ......
PLANTING SOIL MIX DISTURBED SOIL UNE
AS SPECIFIED (IF SOIL HAS BEEN PREVIOUSLY LANDSCAPE
8" 6" 24" 6" 8" ROOTBAL1 'TOM INIMIIZZE UNDER
52"
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI, 1990s PART 1, "SHADE AND FLOWERING TREES'
FOR EXAMPLE: CAUPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. _ MIN. ROOT BALI. DEPTH
2" 12 -14' 16' 24" 16"
3" 14-16' 18' 32" 21"
Tree Planting Detail SHEET NUMBER
r.JV.MX M. DE ML 40.02 MMAIM V2101
6 7.

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PERMANENT POOL
CONTOUR DATA
NUMBER
LINE OR
CURVE
DATA
t
13.3'
C"
C5
2
Carex
strlcta
R =15.0'
ARC
LEN6TH =16.0'
3
1 Qt. Cont.
R =563.76'
ARC
LENGTH =81,3!
4
n/a
R=1,36.19'
ARC
LENGTH = 74.0'
N
61
R =69.0'
ARC
LENGTH =40.3'
6
Zone 1 -2
R= 169.65'
ARC
LENGTH =66,6'
7
Japanese
Blood Grass
R=253.42'
ARC
LEA = 178.3'
$
37,0'
Panicum vlrgatum
`5henandoah`
Shenandoah
Switch rasa
9
Full 6pecimen
30 oc
R=26.0'
ARC
LENGTH =42.6'
to
Pontederia
cordata
59.1 '
n/a
Full Specimen
30" oc
tt
2" Plug
R =77.0'
ARC
LENGTH =149,4'
t�
n/a
R -37,0'
ARC
LENGTH =64.6'
NOTE: THESE DIMEN61ON6 BASED ON THE
PERMANENT POOL CONTOUR
ELEV. 714.50
i+`!:AW.1r71i'1 i"1'Y�YA woo woo
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0 20 40 60
1 "= 20'
4 � 5
WW
3) °w
10' �
1 5,
... .........................
...........................................
.. .:......................... ....
......................... .
0T. OF POND
O
TOP OF BERM
ZONE 1 PLATING
WATER DEPTH: 0'
(PERIODICALLY INNUNDATED)
`-ZONE 2 PLANTING
WATER DEPTH: 0.50'
� Littoral Shelf Detail
SCALE: N TS
Rlp�.-``.
OAD
21
BW PLAMNG TOTES
1, IF BARE ROOT SPECIMENS ARE NOT TO BE USED WITHIN 4 DAYS, THEY SHOULD
BE PLANTED IN SUITABLE BEDS WITH THE ASSUMPTION THAT IT WILL BE A WHILE
BEFORE THEY CAN BE USED, AND THEY SHOULD BE PROVIDED WITH CONDITIONS
MAKING IT POSSIBLE FOR THEM TO SURVIVE AND GROW AS OPTIMALLY AS
POSSIBLE.
2, CONTAINER PLANTS WILL NEED TO BE WATERED REGULARLY (SEVERAL. TIMES
DAILY WHEN WEATHER 15 HOT)
3. PIN ALL SUBMERGED / FLOATING PLANT MATERIAL
4, CUT BACK TALL AND EA61LY BROKEN LEAVES AND 5TEM5 AT THE TIME OF
TRANSPLANTING,
5. NEWLY RECEIVED NURSERY STOCK AND DISTURBED TRANSPLANTS SHOULD NOT
BE EXP06EP TO DIRECT SUN ANY MORE THAN NECESSAJ;ZY UNTIL THEY ARE
PLACED IN THEIR PERMANENT POSITIONS.
6. INSERT DRY FERTIUZER TABLET'S OR SPIKES NEAR THE PLANTS AT THE TIME
OF TRANSPLANTING,
7• FENCE ENTIRE PLANTING AREA WITH 36" TALL PLASTIC FENCING WITH 1.5"X2"
OPENING. PLASTIC SHALL BE UV STABLE. COLOR SHALL BE BLACK. INSTALL
WITH STEEL POSTS SPACED AT 10' O.C. MAX. PIN THE BOTTOM LAYER OF THE
FABRIC TO THE GROUND WITH 10 -12" PINS. FENCING TO REMAIN IN PLACE FOR
A PERIOD OF ONE YEAR POST INSTALLATION OF PLANT MATERIAL..
$• PLANT QUANTITIES ARE TO BE VERIFIED BY CONTRACTOR PRIOR TO INSTALLATION.
IMAP PLANTING NOTES
THE FOLLOWING ITEMS SHALL BE INSPECTED /MAINTAINED BY THE OWNER.
A. VEGETATION
1. GOOD GRASS COVER SHALL BE MAINTAINED AROUND THE POND PERIMETER TO
PREVENT EXCESSIVE SEDIMENT FROM ENTERING THE POND. THE POND
PERIMETER SHALL BE MOWED ON A QUARTERLY BASIS. DO NOT MOW WETLAND PLANTS
2. TO PRESERVE THE HYDRAULIC CAPACITY OF THE POND SYSTEM AND TO PREVENT
RUNOFF FROM BACKING UP INLET AND
OUTLET AREAS SHALL BE KEPT CLEAR
/ OF HEAVY VEGETATION.
EROSION PROBLEMS
THE ENTIRE POND AREA SHALL BE INSPECTED QUARTERLY FOR SICK OF EROSION,
PAYING SPECIAL ATTENTION TO THE FOLLOWING AREAS:
1. RILL EROSION OF THE POND EMBANKMENT SHALL BE REPAIRED BY FILLING
THE SMALL CHANNELS WITH SUITABLE SOIL, COMPACTING, AND SEEDING.
INSPECT FOR, AND IMMEDIATELY REPAIR, ANY EROSION ON THE DAM
EMBANKMENTS.
2. ERODED AREAS AT PIPE INLET OR OUTLET AREAS SHALL BE FILLED WITH
4001 GOOD COMPACTABLE SOIL AND COVERED WITH GEOTEXTILE AND RIP -RAP
3. OPEN CHANNELS WITH ERODED AREAS SHALL BE SEEDED / 50DDED AND
PROTECTED WITH TEMPORARY VELOCITY 01561PATION (SUCH AS EXCELSIOR
MATTING, STRAW BALES, ETC.).
vn C. BLOCKAGE OF OUTLETS
THE WET DETENTION POND'S ORIFICE(5), PRINCIPAL SPILLWAY, AND THE EMERGENCY
SPILLWAY SHALL BE INSPECTED FOR BLOCKAGE THAT WOULD IMPAIR THE POND '5
WATER QUALITY AND HYDRAULIC FUNCTIONALITY.
1. THE LOW FLOW ORIFICE SHALL BE INSPECTED FOR BLOCKAGE TWICE A
MONTH AND AFTER LARGE STORMS.
2. TO ENSURE THE HYDRAUUC CAPACITY OF THE 5PIL.LWAY6, SPILLWAY SHALL
BE INSPECTED FOR BLOCKAGE ONCE A MONTH AND AFTER LARGE STORMS.
VEGETATIVE GROWTH IN THE RISER 6HAL.L BE REMOVED PROMPTLY 30 THAT
THE DESIGN CAPACITY OF THE SPILLWAY 16 MAINTAINED. THE OUTLET PIPE
SHALL BE CLEAR OF TREE LIMBS, SEDIMENT ACCUMULATION, ETC.
D. SEDIMENT ACCUMULATION
THE FORE13AY MUST BE DREDGED WHEN SEDIMENT DEPOSITION IN THE FOREBAY
EXCEEDS THE DESIGNED SEDIMENT STORAGE CAPACITY FOR THE FOREBAY. AN
INDICATION OF WHEN THE
SEDIMENT BARS ARE M51BLE NEAR THE INLET DISCHARGE OR WHEN THE SEDIMENT
LEVEL AT THE INLET TO THE POND 15 LEG THAN ONE FOOT BELOW THE NORMAL POOL
SURFACE. DEPTH MEASUREMENTS RELATIVE TO THE NORMAL SURFACE ELEVATION
(BOTTOM OF WATER QUAUTY ORIFICE) SHALL BE TAKEN AT SEVERAL LOCATIONS
s•y fY AROUND THE POND (TYPICALLY FOREBAYS WILL NEED TO BE DREDGED EVERY 5 TO 10 YEARS)
r. DREDGING OF THE FOREBAY (AND PERMANENT POOL AREA, IF NECESSARY) WILL BE
ACCOMPLISHED BY USING A DREDGE LINE, "GRADE ALL" OR 61MILAR PIECE OF
MACHINERY.
PLANTING SCHEDULE
KEY
QTY
BOTMIm %E
C44l01V WA
SIZE
PLM1'iM
ZONE
C"
C5
972
Carex
strlcta
Tussock
Sedge
n/a
Ful I Specimen
16" oc
Zone 1- 2
1 Qt. Cont.
IP
227
Iris
seudacorus
Yellow
Irls
n/a
Full Specimen
24" oc
Zone 1- 2
6" Cont,
N
61
Iris
vir lnica
Blue Flag
Iris
n/a
Full Specimen
24" oc
Zone 1 -2
6" Cont.
IC
157
Imperata cylindrica
`Red Baron`
Japanese
Blood Grass
n/a
Full Specimen
30" oc
Zone 1
1 Qt. Cont.
152
Panicum vlrgatum
`5henandoah`
Shenandoah
Switch rasa
n/a
Full 6pecimen
30 oc
Zone 1
1 Qt. Cont.
PC
175
Pontederia
cordata
Pickerel
Weed
n/a
Full Specimen
30" oc
Zone 2
2" Plug
SV
75
Scirpus
validus
Soft Stem
Bulrush
n/a
Full Specimen
30" oc
Zone 1- 2
1 Qt. Cont.
ROO
SITE
X SITE �r�
STATRION
a
1
7
E I
IC
C
[on
rmll
ARCHITECTS
Two Bank cf America Plaza
101 South Tryon Street
Charlotte, North Carolina 28280
7041332-7004
F10 Pope Ave, Executive Park
Hilton Head, South Carolina 29938
8431785 -6801
2530 Meridian Parkway Suite 300
Durham, North Carolina 27713
9191806-4399
Q 155 East Boardwalk Suite #400
Fort Collins, Colorado 80525
9701232 -3125
T E 2 3 2 °
W. Morehead Street
7 Charlotte, NC 28208
Landscape Architecture
Site Planning
Civil Engineering
AIAA vwvwsitesolutionspa.com
Telephone- 704 -521- 9880
Facsimile- 7 -52 t - 8955
SOLUTIONS
CADD# 2870
CAR
41111 *0 9000*010,0
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10 q 0 '' O
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RIDGE ROAD
MIDDLE SCHOOL
7260 HIGHLAND CREEK PARKWAY
CHARLOTTE, NORTH CAROLINA
PROJECT N0: FWA 2291.02
DRAWN BYE JER
APPROVED BYE BJC
THESE DRAWINGS AND THE PROJECT
MANUAL ARE INSTRUMENTS OF SERVICE
AND REMAIN THE PROPERTY OF
THE FWA GROUP ARCHITECTS.
UNAUTHORIZED DUPLICATION OR REUSE
WITHOUT WRITTEN CONSENT IS PROHIBITED.
SHEET TITLE
LANDSCAPE
PLAN
WET POND
SHEET NUMBER
L102
J