NCC243079_Site Plan or Location Map_20241004

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SURVEY & UTILITIES NOTES PAVING LEGEND & NOTES PROJECT DATA ,i
PROPOSED 6" CONCRETE 1. OWNER: TABERNACLE CHRISTIAN SCHOOL I- 2 x 8 N
ALL BOUNDARY,TOPOGRAPHICAL, AND EXISTINGS
INFORMATION SHOWN ON THIS PLAN WAS TAKEN FROM A d ATTN: TONY MANGUM WALKUP AVENUE ...1 U
SURVEY PROVIDED BY: WITH 6x6 6/6 WIRE MESH REINFORCING 2900 WALKUP AVENUE n w t°
GRIFFIN SURVEYING SERVICES (PER CONTRACTOR SPECIFICATIONS) MONROE,NORTH CAROLINA 28110 rn m c
1310 EAST BRIEF ROAD 704-219-0882 `o co LO LO ��
MONROE,NC 28110 tonyotcsmonroe.com W c�
PH:704-753-5008 2. CONTRACTOR: MCT GENERAL CONTRACTORS W O N N
ATTN: DOUG HELMS
LOCATION OF UNDERGROUND UTILITIES AS PRESENTED ARE . PROPOSED 8" CONCRETE N U
APPROXIMATE. WITH M4 REBAR AT 12" ON CENTER POST OFFICE BOX 337 SITE 0 `"
EACH WAY MONROE,NC 28111 O
UTILITIES SHOULD BE LOCATED BY CONTRACTOR PRIOR TO (PER CONTRACTOR SPECIFICATIONS) 704-289-5699 co z /0\ a> C.)EXISTINGCONSTRUCTION. NOTIFY ENGINEER OF DISCREPANCIES. doug.helmsCrnctgeneral.com p A .c a^i .- 1-1
CENTERLINE 3. DESIGNER: CHRIS L.HOPE,P.E. o on O x 11
A CERTIFIED SURVEYOR IS TO LAY OUT THE CORNERS OF 2617 ROWNG HILLS DRIVE o f $U
THE BUILDING PRIOR TO CONSTRUCTION. ,^
PROPOSED 4" CONCRETE MONROE,NORTH CAROLINA 28110
'j'r.... WITH 6 x 6 10/10 WIRE MESH REINFORCING 704-882-1500 `n, co $ Z N
BEFORE YOU DIG STOP. CALL THE NC ONE-CALL CENTER A
a ` . (PER CONTRACTOR SPECIFICATIONS) chrlshope0caroltna.rccom a r '
/ , / AT 811, ITS THE LAW. 0 U 8 g v
A�M�DAND i ff 4. SITE ADDRESS: 2900 WALKUP AVENUE ti
D o9#V06 MONROE,NORTH CAROLINA 28110 ° 1�
/ / Oa DO4 Pow OWNER SHALL ENGAGE SOIL TESTING FIRM TO DETERMINE THE 5. PARCEL I.D.#09115002 c�N ti 1� I
TZ ACRESSUFFICIENCY OF THE PAVING SPECIFICATIONS BASED ON THE 6. SITE LOCATION: CITY OF MONROE 5.1REE1 .,
/ ZOf' a'(MOOA17OE) EXISTING SOIL CONDITIONS AND OWNER'S USE. 7. LOT SIZE: 15.28 ACRES U,p50N W
ANY DEVIATION FROM PAVEMENT SCHEDULE SHOWN MUST BE 9. DISTURBEDOITYPE:SOIL: 6Bd 27, SF & ACRES)® O
\ _ 9. SOIL TYPE: BdB2,BdC2,BuB,&GoE
14,___...,..
ly� APPROVED PRIOR TO CONSTRUCTION. O
11..ZONING: RMD(CITYT OF MONROE) Vicinity Map
EXISTING RI T--oF-W, e0.p 11.ZONING OFADJOINING PARCELS:
� T / / £MSfiNG EDGE OF PAVEMENT
SOILS REPORT PAVEMENT RECOMMENDATIONS TO OVERRIDE THE GI(CITY OF MONROE)& RMD(CITY OF MONROE) Not To Scale O
TOMSACRES EMsnr/c BIiOOK(XT VARMS/Vu^ ABOVE PAVING SPECS.PAVEMENT SPECIFlCARONS ARE BY 12.SETBACKS: O
ZOAER CY d110A OE7 /Po7 'I�i D 09114001 GENERAL CONTRACTOR AND APPROVED BY THE OWNER.CHRIS,' \ FRONT=20'
e' f t,.C••- 1'�'.A,l - 589ACRES HOPE P.E.IS NOT RESPONSIBLE FOR PANNG SPECIFICATIONS.
SIDE YARD=10' V
.eY' r;:`yr; "f r rYy,, \ CORNER YARD 2 15'
p 1.•;�y.}r;144.'t t`,@,f r Y.l'tifJ••.:.. \ REAR YARD=20'
/ ,'''y.,�,fr}..I.1: ?' • ••'•k to S� ,7t,1.X, \` - 13.IMPERVIOUS: EXISTING =0.81 ACRES (■ 1
PROPOSED =0.38 ACRES v J
✓'.y , f1•+ l• 1 r XISH rf' r POSTING TOTAL -4.19 ACRES 27.4%OF SITE) O
1,V 7 r r+r' , ,' fF OC
v, •r'i�,TI+R!Yx14r, "y r• s U• 4..r r ASPHALT y 6 PoNt POLf ( O
y$ • m.,,a`ra 1r r '. , 'RKI•N �u s `__50' pU; Q 14.BUILDING AREA: EXISTING =45,695 SF LL r
°} ES NG }i ZI<:t. w + ��Q f :a e _LIC RIG PROPOSED = 9.252 SF (,9 CO
.'r A.!t r•rYd, r �y - OF=qY B oty6« TOTAL =54,947 SF Z W N A
EMSIIN T2Po P•,E ;,•;•R.U��f.1„47. f MPS I -
W vAL = uvY:�'y4�y'f 10 t•'� r N,,.Y r r f ° = a ;o; - _ EXISTING 15.RECEIVING WATERCOURSE JOSS BRANCH-INDEX 13-17-36-7 •
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" 12,464 SF `�A\ t,,; EXISTING 6,868 SF STONE O N
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l .,. :• TD B£SA9LY/T 20'FROM BUILDING IIIII
ry /Lt , POLE COH ,•IQ \ �p CAIHgr/,
' i,�t�V EXISTING 184 SF CONCRETE STING R0� rW,
/ / / / 'Y. • ` �` ,�!,rr DUMP57ER PAD TO BE I U UTY PALE • '•SS• 4,. % W
{ EXISTING EXISTING 398 SF CONCRETE II
1'�+ REMOVED Z"'= ■ ■ \ O �" O
s�, "f! ,` ♦ EXISTING PLAY AREA I 'S I I 5``t o r c
'fi'' SHEDS WALK TO BE REMOVED t•o. yb SEAL r? ://
E STI G / ,,". EXISTING 4' 5044/PON£R P• EXIST.548 SF SHED /,�•U r, q. CONCRETE WALK Irt BE REMOVED \\ .' •�;•,N07E•L1oNCRE7E AND STONE ■ • -, G,,E....•••.�Q.i```
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CLEAN OUTS F_ _n_L�eI ✓J
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p38-6A �857.49' £XISTTNC= __ 'f EXISTING SSMH � � '�' .�...: �' �i��L - -., .. -.-w-w-- - -ac �.--
PoIIER PALE--- RIM: 562.89 - - ___-_-_- (STING WATER_✓AL 1¢ _ _ _ •. .
EXISTING EXISTING •EDGE CF PAVEMENT • BROOME STREET-w•01• w-r 1- - - -- - ___- EXISTING WATER METER - - EMSTIN�
E.O.P. Nr �l" 1 -w EXISTING 8'HOPE EXISTING
RIGHT-OF-WAY - •dy INN. 555.49 OUT-w a-w-w-w-w w-w- EXISTING$SOH SANITARY SEIV£R UTILITY POLES EXISTING SSMH -_ _-RIGHT-OF-WAY W
50' PUBLIC RIGHT-OF-WAY s S ls•ze la• s s ls•zs 19•a R/M:ss11B s RIM: 36307 EXISTING EDGE OF PAVEMENT -�
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• I�/W _ INV'547.8 IN(N) • INl46.87 O/N E.O.P.E70STING EXISTING 1G MAI .9' -INV. 547.7/N ) 7NN 556.87 Of/T- - - ®9/2EXISTING FIRE HYDRANT PoM£R POLE UTILITY EXISTING WRIER VALVE INV• 547.E 5 STING FIRE HYDRANT -EXISTING UTILITY POLE EXISnNCy Revisions /I�6/19/2024 Z
UTILITY POLES I i 1 EXISTING B•Ply C900 WATER LINE Sce AS NOTEDMCKEE lie!
o � ��pn+ `./D JOE DB W23E 09115015
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aso ACRES lil ono �� �n ic5„,,A °�� 0i ON Date 6/14/2024 ag , , ¢ N job No 13302
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EXISTING SITE PLAN SEE UTLITYPL.AN(UP-0 1CI)
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FOR ALL WATER FIRE LINE,
50 0 50 100 so SPI
� AND SEWER COMNEC77ONS.
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