SW6190901_Plan (Grading)_20200215

DEVELOPER
HOKE LANDING 3, LLC
4200 MORGANTON ROAD, SUITE 150
FAYETTEVILLE, NC 28315
NOTES:
1. ALL CONCRETE CURB AND GUTTER IS 24" WIDE UNLESS OTHERWISE
NOTED.
2. ALL CONCRETE APRONS ARE TO BE MINIMUM 6" THICK, UNLESS
OTHERWISE NOTED.
3. APPROPRIATE TRAFFIC CONTROL MEASURES SHALL BE IN PLACE PRIOR
TO COMMENCEMENT OF ANY WORK WITHIN THE ROADWAY.
4. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS,
CERTIFICATIONS, EQUIPMENT, ETC. THAT MAY BE REQUIRED.
5. THE ENGINEER AND / OR OWNER DISCLAIM ANY ROLE IN THE
CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE
PROJECT AS SET FORTH IN THESE PLANS.
STORM DRAINAGE NOTES
1. ALL STORM DRAIN PIPE SHALL BE CLASS III REINFORCED CONCRETE
PIPE UNLESS NOTED OTHERWISE.
2. ALL PIPE SLOPES AND LENGTHS ARE HORIZONTAL DISTANCES TO
CENTER OF STRUCTURE,
3. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NCDOT AND
SPECIFICATIONS.
POND CONSTRUCTION NOTES:
• SEE SHEETS C06 FOR POND CONSTRUCTION DETAILS
• IF GROUNDWATER IS ENCOUNTERED DURING POND EXCAVATION, THE
CONTRACTOR SHALL PROVIDE MEANS TO REMOVE GROUNDWATER TO
DEPTHS NECESSARY TO COMPLETE EXCAVATION.
SITE WETLANDS NOTE:
A SITE INVESTIGATION WAS PERFORMED BY MICHAEL EAKER, SENIOR SOIL
SCIENTIST AND PRESIDENT FOR SOUTHEASTER SOIL & ENVIRONMENTAL
ASSOCIATES, INC. THE PURPOSE OF THE INVESTIGATION WAS TO
DETERMINE THE EXISTENCE AND EXTENT OF AREAS THAT EXHIBIT THE
CHARACTERISTICS OF JURISDICTIONAL WETLANDS UNDER SECTION 404 OF
THE CLEAN WATER ACT. ALL WETLAND DETERMINATIONS AND
DELINEATIONS WERE MADE IN ACCORDANCE WITH THE 1987 US ARMY
CORPS OF ENGINEERS WETLAND DELINEATION MANUAL.
NO AREAS THAT CLEARLY MEET THE 3 REQUIRED CRITERIA FOR
JURISDICTIONAL WETLANDS WERE OBSERVED AT THE SITE. IT IS THE
OPINION OF THE INVESTIGATOR THAT JURISDICTIONAL WETLANDS DO NOT
APPEAR TO BE PRESENT ON THIS SITE.
LEGEND
DENOTES REBAR OR BREAK IN LINE
CONCRETE MONUMENT
WATER METER
GATE VALVE
WATER LINE
FIRE HYDRANT
FIRE LINE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
SANITARY SEWER MAIN
CATCH BASIN
DROP INLET
STORM DRAIN MANHOLE
STORM DRAIN PIPE
GAS LINE
FIBER OPTICS
STORM FORCE MAIN
OVERHEAD UTILITY LINE
N
-EW
-SS-
FA M
-GAS-
-F0-
-EX FM-
-OU-
PROPCSFCI
---`-- - I PROP. "NEW" DEVELOPMENT AREAS
LOT 3A - 57,733 sf
LOT 3B - 45,713 sf
_-sH(3478 I LOT 2A - 34,655 sf
EN S33Y.--r NOT SURVEYEf� o�y PHASE 2 DEVELOPMENT - 124,823 sf
_ "ET 7 CB(3476) --\�
TOTAL - 262,924 sf (DRAIN AREA)
NOT SURVEYED
���
_ PROP. "NEW" IMPERVIOUS AREAS
______ _ �- _ -' - EX. SSMH �� r
- EX S K L-i -- _i-� (NOT SURVEYED) I LOT 3B - 32,436 sf (90% of lot)
P- OHP OHP - r��\ - �� ��
f V \� __ .� � _----- _ S5- �,�\ LOT 3A - 51,960 sf UNDER CONST)
_ _ -- - - � -- IG'0 SUR EYE j-- �-
N71.09'42"E __- _____- �__-Ss SS � �� � � '1 LOT 2A,B - 31,190 sf (90% of lot)
30.17' E T�PB 34 .61 - r - ss-�-Ss I� - -Ew \ss r��lry EAs �3 -PHASE 2 DEVELOPMENT - 101,266 sf
(TIE LINE) 1 49.86 _J(( - SS --- -EX.8" C-900 wEWE-_ E �\ Ert�ENT NAT SURVEYETOTAL - 216,852 sf
m 180.28'® 1.33% p ETbP- 97�5.9 EX.399'-8 S -�-SS '-v FW E�`- _ E SSA\; E.���111q CB(34791
w ' `� N T sl1RVEYEEXISTING IMPERVIOUS AREA
INV 249.91 �--SS _ _EW S
EX. S sS Ew EW��, S �� 286,908 SF
EX. PK NAIL _ram TOP g� - �� SSWv �w EN W S EX. SMH SEE EX. CONDITIONS DWG
CONTROL I',
CORNER - 66 0o E 0� _� SS (NO SURVEYED) PROP. STORMWATER WET POND POST DEV.
_456920.3317 Ex. 7.6 B"Pvc t�a7ry S"s FF -- EW- �- ry �, �, -' DRAINAGE AREA sf
( )
EN- 1948386.3447 TOP 248.4 .125- SS EW WATER MAI� 00 \' E I 'r
W DRAINAGE AREA 2 59 436 sf
- ___--- m - I TOTAL - 290,955 sf (6.68 cc)
�f_ 900 ,
EWWV
ROP. CB --�- NLN.•,�••1 I Impervious Area:
LOT 3B - 32,436 sf
P-255.
LOT 3A - 46,388 sf
��
v 24 ffi - 714 sf 90% of lot)
i p �!� ,� I LOT 2A,B 29, o� a o �N.rn/NN r� PARKING LOT - 119,662 sf
I TOTAL - 228,200 sf
' I PROP. STORMWATER WET POND PRE DEV.
D ° T9 sue( © kN NNK• DRAINAGE AREA ��� I y 5 I
4 1 DRAINAGE AREA 2-59,436 sf
0 4s boo-1aa2 TOTAL - 290,955 sf (6.68 cc)
57,577. 2 SQ. Fi
p 1.32 cRE FOOD LION FAMILY DOLLAR TAU,I LO�e3B us 0 rsf
f NN (f)
• LOT 3A - 0 sf
PHASC 1f �1 „'. LOT 2A,B - 0 sf
RETAILPARKING LOT 55,535 sf
E STORY BUILD TOTAL - 55,535 sf
20, 20' •
20' 20 5,714 SQ FT
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Owner:
JOSEPH E
RIDDLE, III
ESCROW
TRUST
CONTACT.-
4200 MORGAATONROAD
SUITE 150
FAYETTEVILLE, NC 28314
[phone]
Project:
HOKE
LANDING
PHASE 2
tax id #• 49445-00-01-002
49445-00-01-430
49445-00-01-431
49445-00-01432
township: Raeford
county: Hoke
state: North Carolina
GRADING &
DRAINAGE
PLAN
CONSTRUCTION
DOCUMENTS
job no.: P19-014
date: 11 /04/19
drawn by: JN
survey by:
checked by: JN
sheet no.:
C-03