20010438 Ver 1_Site Plan_20010323

i
a. GRAVEL PAD TO BE 12'x 50' AND 6" THICK MINIMUM
b. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO 8E NOTES:
PROVIDED. 1. SINCE CONSTRUCTION IS SEGMENTED (ONE SECTION OF SS AT
c. ENTRANCE(S) SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTILITY 8Y ALL A TIME) THE EROSION CONTROL MEASURES MUST BE IN PLACE
CONSTRUCTION VEHICLES. FOR THAT SEGMENT BEFORE CONSTRUCTION MAY BEGIN.
d. MUST BE MAINTAINED IN A CONDITION 2 SILT FENCE IS TO BE FIELD LOCATED SO AS TO PROTECT
WHICH WILL PREVENT TRACKING OR
DIRECT FLOW OF MUD ONTO STREETS. NIN. to GA. RICHLAND CREEK FROM SEDIMENTATION CAUSED BY
PERIODIC TOPDRESSING WITH STONE UNE WWES SILL BE NECESSARY; KEEP SOME HANDY. g EF ~ CONSTRUCTION.
3. USE ROCK CHECK DAMS IF NEEDED IN AREAS WHERE DRAWS
e. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY. CROSS THE CONSTRUCTION.
4. USE CONSTRUCTION ENTRANCES IF NEEDED IN ORDER TO
MINIMIZE SEDIMENTATION FROM CONSTRUCTION EQUIPMENT.
5. COMPLETED SECTIONS SHALL BE SEEDED AND MULCHED.
FRONT VIEW SEED (OR SOD) USED WHILE ON THE GOLF COURSE MUST BE
~p0 APPROVED BY THE GOLF COURSE. SEEDING AND MULCHING OF
GR ~^°g* OTHER COMPLETED SECTIONS SHALL COMPLY WITH THE SEEDING
P
Sp. ~ ~a,~,.E SCHEDULE.
MiN tio~
-USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NE4ER IN
AREAS OF CONCENTRATED FLOW w R • idt ~ERVIt a 9LT iENGE iA11pE; IRE
O -END OF SILT FENCE NEEDS TO 8E TURNED UPHILL. fiE lUlm URiL ~ ' ~ Na 6'! W~g1ED STONE /.s `~r qty iqi ANCHOR WEM b1LT
\R~ 6 MIN EJ iE~!!fE q MOlEC11NG GTpI BAgN.
5~ 8' 111 W~fR
T OVER 9aRT
~ J REVISIONS DATE DESCRIP110N .VIfl10R SORT ~S
COARSE AGGREGATE gXEC1FU BY ENpIEIIf
2-3"
SIDE VIEW
NOTES: APPLICABLE AT ALL POINTS OF
INGRESS & EGRESS UNTIL SITE IS C•
STABILIZED, FREQUENT CHECKS OF DARD TEMPORARY SILT FENCE 1
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED.
TEMPORARY CONSTRUCTION ENTRANCE/EXIT
Ti ~roa ~vnnon or sror~uwnteR 0.5'-1'
/57 WASHED NAK ~
STONE A
QESIGN OF SPILLWAYS m N
1 EXIS E%IS71NG SLOPE
SEEDING SCHEDULE DRAINAGE AREA WEIR LENGTH
(ACRES} (FT) 1 4.0 CLASS 1 RIP-RAP FlL7ER FABRIC
PERMINANT SEEDING: SHOULDERS, SIDE DITCHES, SLOPES (Max. 3:1) 2 6.0 V ES
3 8.0 DATE TYPE PLANTING RATE 4 t0.0
Aug 15 - Nov t Tdl Fescue 200 lbs./acre 1 5 12.0
Nov 1 Afar 1 Tdl Fesaie 200 Ibs./acre DIMENSIONS SHOWN ARE MINIMUM SIDE VIEW
dt Abruzzi Rya 25 lbs./sae Mar 1 -Apr 15 Tdl Fescue 200 lbs./acre EXISTING SLOPES SLOPES
Apr 15 -Jun 30 Hulled Common Barmudagroas 15 iba./ocre NOTE:
HEIpiT do NIDiH DETERMINED BY
EXISTNG TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED.
PERMINANT SEED: SLOPES (3:1 UP TO 2:1) VARIES ~~ES
Aug. 15 - Nov. 1 Tall Fescue 200 lbs./acre KEY RIP RAP INTO 7HE OAM
do Sericea Lespedeza (unhulled, unacarifled) 60 to 70 Ibs/acre FOR STABIL12AilON.
Nov 1 - Mar. 1 Tall Fesa~e 200 Ibs./acre 6"-1' 6._~.
do Sericea Lespedeza (unhuiled, unacarifled) 60 to 70 Ibs/acre & Abruzzi Rye 60 to 70 Ibs/acre N ,,'~;...•"t•„ WEIR•:i~'`' ,z:..
y' . K . i4 .11 Nov. 1 - Mar. t Tdl Fescue 200 Ibs./acre ~ • • WEIR':; c KEYED RIP RM
do Serlcea Leapedeza (unhulled, unacarifted) 60 to 70 Ibs/ocre > . , • x • • • ::.ai:
/l57 WASHED STONE
Consult Conservotiap Engineer or Soil Conservation Service for additional in- FRONT VIEW
formation concerning other alterrlatlvea for vegetation of denuded areas. The above VIEW
vegetation rates are those which do well under local conditiais; other seeding rate combinations are possible. REVISIONS
DATE DESCRIPTION e~snroc
•+kTEMPORARY -Reseed according to optimum season for desired permanent vegetation. to/ee NOTE AD~110N N.H.p. Do not allow temporary cover to grow over 1Y in height before mowing, otherwise 4/SB App SPE.LWAY CHART G.N.A. STEP SEQUENCE
fescue may be ahoded out.
1 CHECK DAM 6
0 ,.`Q~H~~
? RICHLAND CREEK INTERCEPTER
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NOT TO SCALE A~ gyp, . INDEX TO DRAWINGS

A ~q~ SHEET TITLE
~ I. SHEET INDEX FOR PROFILES
1-7. SANITARY SEWER PLAN & PROFILES
8 DETAILS AND NOTES

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WITHIN 50' OF RICHLAND CREEK THE BANK WAS
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AS A SOLID LINE LABELED CREEK BANK.
Paschals Golf Club
` Post Office Box 222 - MH RIMS BETWEEN STATIONS 1+21 THROUGH Paschals Golf Club
Wake Forest, NC 27588-0222 26+90 PASCHALS GOLF CLUB TO BE SET FLUSH \ ( ) Post Office Box 222
1841.17 11 7920 ~ WITH THE GROUND. (SAME AS EXISTING MH s) ALL Wake Forest, NC 27588-0222
MH TO BE SEALED AND BOLTED. 1841.17 11 7920
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MH TO BE SEALED AND BOLTED. MANHOLE AT SERVICE CONNECTIONS, ENTERING A
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~ SURVEYED AND IS REPRESENTED ON THE PLANS -
6004 Ho e Farm Drive P AS A SOLID LINE LABELED CREEK BANK.
Wake Forest NC 27587-9654 -
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H(N ~ NTS This certiti~ that this copy o hat this copy of this plot identiftes ca waters of the U.S., or
GENERAL NOTES I, Charles R. Brown, NC PLS, do hereby cietify that this map was pr~ared wetlands, all areas of watero under my supervision, and occurotely depicts the locations of Section 404 auant to Section 404 of the I rose of watero of tha U.S., including wetlands, regulated pur- p'' on 404 of the Clean Water Act as determk~ed by the under- ~
Jurisdictional Areas as delineated by Enveromentd Servkxs, Inc. of Raleigh signed on this date. Unless i date. Unless there is a change in tha law, ar our publidhed y ~
1) Grid lk based on NCGS Grid Monument GOLDUR ,with grid coordinates North Carolina. regulation, this determination as shown h~~n, NAD 83, and g Combined (;rid Factor of 0.999988152 ~ determination of Section 404 justhtdictfon may be relied up- WETLANDS LINE TABLE WETLANDS UNE TABLE ~ ~ ~ d not to exceed five years from this date. This determination UNE BEARING LENGTH UNE BEARING LENGTH ~0 ~ ~ ~ w
2 2 The Wetlands Delineation Exhibit down hereon does not meet all of on for a period not to exceed ) was made utilizing the 1987 zing the 1987 Corps of Engieers Wetlands Delineation manual. Wi N 65'36'27" E t4.23 W22 N 39'24'49" E 20.20 0 c ~ ~ ,a
the requirements of GS 47-30, as amaided, and is NOT FOR p RECOIi~ATION. W2 S 53"16'27" E 19.87 W23 N 09'31'56" W 30.63 q z ° F ~ ~
3 All dhtanoee are horizontal ground. W3 S 4734'12" E 16.81 W24 27.30 ~ ' ~ ~ ~ ~ W 48 42 07 E v i
c ~ 4 Ail areas computed using coordinate from measured field data \``~111NIillillllfill/p//~~ in m n - 97 ~~~~\'~N ~~'~~i W4 S 63'06'51" E 23.46 W25 N 4719'43" E 51.65 0 ~ ~ ~ r
_ ~ ~ Charles R. Brow , NC PLS L 35 ~ i~ W. PINE ST. 0 e W5 S 80'2013 E 14.13 W26 N 78'55 31 E 23.05 ~ o o, W6 S 40'34'56" 20.59 W27 N 18'08'27" W 43.07 00 z ~W
~ 6SS/ SITE ~ ~ OF y ~ S 12'55'21" E 27.57 W28 N 24'46'12" w 23.62 ~ j w .q ~
Q~ GENERAL NOTES = SEAL W8 S 34'54'00" E 39.71 W29 N 05'49'59" E 23.22 ~
_ a ~ L-359 z ;n ~ r ~ W9 S 42'21'31" E 22.47 W30 S 8749'87" E 62.47 ~ ~ ~ ~ ~1 " m a
~ 1) As noted hsrean, Wake County Register of Desch. :y 9 3: ~ 0. e Wi O S 57'26 41 E 19.97 W31 N 06'04 05 E 396.56. q W11 S 53'11'39" E 25.35 W32 S 06'04'05" W 143.04 q
o 9'Q S Q W. STADIUM DRIVE ~~i~f Nh 2 S 70'17'02" E 19.90 W33 N 66'09'52" W 54.25 ~
~ii~iii S R ' /41NIiIIIpp111111 W13 S 51'30'33" E 6.28 W34 S 52'56'51" W 32.85 4 e
~J r{(-{{~' ~ , , ~l , ~ ~ W14 S 51'30'33" E 18.35 W35 N 88'48'26" W 35.59 'd ,oy
W15 S 88"13 34 E 15.83 W38 S 88'48 26 E 6.84 A Date W16 S 51'02'09" E 46.62 W37 S 00'09'42' W 18.83 Q0 ~
qE W17 S 58'11'48" E 26.05 W38 S 0709'10" W 62.18 r ~
Wt8 N 28'53'54" E 74.05 W39 7 404.00 c q S 0'0910. W •M
W19 N 43'08'28" E 25.11 W40 S 26'14'58" W 235.39 ~ a~
W20 M 00'36'30" E 32.48 W41 S 26'24'01" W 139.13 b q W21 N 11'31'43" E 31.26 ~ 00
q aw
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.
/ '
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EXISTING PK NAIL ' ' / ~
AT INTERSECTION OF ~ z • ~ o
CENTERLINE OF ' RICHLAND CREEK AND • WETLANDS AREA TABLE " N
CENTERLINE QF W. STADIUM . y
DRIVE (SR 1930) \ w AREA 'EA" 83,211.27 OR 1.91 ACRES a
TROL CORNtDt N\F CON SOUTHEASTERN BAPTIST
THEOLOGICAL SEMINARY ' DB 7416\381 AREA "EC" 13,106.18 OR 0.30 ACRES
r " \ UREA SYA 1.056.18 OR 0.02 ACRES
TOTAL AREA 97 373.63 OR 2.23 ACRES ~ /
~ A
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W
CENTER LINE OF ~ W ~ a7 ~
y RICHLAND CREEK ' ~ . S PROPERiY LINE az~ m
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NCGS GOLIHIR" N\F ~ F SOUTHEASTERN BAPnST ~ W ~ w x
E= 811,709.8201 ~ N= 2,142,796.0850 IOMM OF WAKE FOREST A o~~ THEOLOGCAL SEMINARY
COMBINED GRID FACTOR= ~ PUBLIC SEWER EASEMENT N~ N~ DB 7416\381 ~ W SOUTHEASTERN BAPTIST ~ ?a a
0.999988152 (10' WIDE) SOUTHEASTERN CONTROL CORNER - - - - - - - . - - 1HEOLOGICAL ! F ~ d THEOLOGICAL SEMINARY ~ d ~
- DB 7416 DB 7416 ~ W ~
N 02 4 55 ~ _ ~ - - - 274.10 ~ - ~ a W
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CENTER UNE OF ~
T1E LINE N 30'48'17"W ~ NAREA RICHLAND CREEK p IS PROPERTY UNE
2580.20 SYA . 0
1056.18 SQ. FT. 0.02 ACRES ~ ~ _ CENTER UNE OF c6
' RICHLAND CREEK U
IS PROPERTY UNE ~ ~
N 02'38'08' W TIE LINE 330.08' ~ s . ~ ~`o . 9 F p
N27~D4'30'W ~ ,y ~0•
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WAIrE COUNTY GORDON MUNRO ~ x
BOARD OF EDUCAliON DB 1996\PG 541 N AND WIFE W ~ ~ • ROBYN JONAS-MUNRO z ~ ~
W39 DB 8361\PG 463 ~ ~ a ~ ~
w o
W A a
~ z ~ W37 f0 ~
AREA 'EA' ,~28 83,211.27 Sf~ FT. ~ ~ A m z ~ o ~
1.91 ACRES VIA h ~ ~ N 00 42 E C
NCGS "GOLDUR' 3¢-------------- F' H
E= 811,709.8201 N= 2,142,796.0850 ~ \ W \ ~
COMBINED GRID FAC10R= \ ai
0.999988152 CENTER LINE OF . \ \ 0
CONTROL CORNER STADIUM DRIVE IS \
PROPERTY LINE \ v
\ \ ~ \ \ ~
• ~ \ \ ~ 3
. \ \ 1--1
• \ \ \ \
\ \
\ \
\ \ PBOJ~~' N0• TDC-00002 N 03'23'05" E \ \
LEGEND N\F 118 q,' ' • ~ \ ~r~xeao3: WETLAND1
a~ WAKE COUNTY ~ 09~3•~" \ \
~ Existing Iron Pipe BOARD OF EDUCATION 124~rv~~' E \ ~ OBA~IV BY: nee
DB 1996\PG 541 AREA "EC" / \ \ N %AND
GRAPHIC SCALE • Iron Pipe Set , N
so o 25 ao 1eo 200 A Computed Point 13,106.18 SQ. FT. cBMEB BY: 0.30 ACRES 9y 803, SCALE:
F4-1o-1l Lot Address N\F N F 3S~F 1 = 50
=ONO WAKE COUNTY Boundary Line Not Surveyed BOARD OF EDUCATION \ GORDON MUNRO BATE' 01 04 01
IN FEET DB 1996\PG 541 AND WIFE ROBYN JONAS-MUNRO SEM NO.
1 inch = 50 R DB 8361\PG 463
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