20150615 Ver 1_More Info Received_20151218

Strickland, Bev
From:Devane, Boyd
Sent:Friday, December 18, 2015 11:24 AM
To:Strickland, Bev
Subject:Please file this in 15-0615
Attachments:NCR151000SD0-C-1_0 COVER.pdf; NCR151000SD0-D-1_0 CONST DETAILS.pdf;
NCR151000SS0-C-2_0 EXISTING CONDITIONS.pdf; NCR151000SS0-C-3_0 SITE
PLAN.pdf; NCR151000SS0-C-4_0 GRADING AND DRAINAGE.pdf; NCR151000SD0-D-1_
2 CONST DETAILS.pdf

From: Brian O'Kane \[mailto:[e-mail]\]
Sent: Friday, December 18, 2015 9:46 AM
To: Devane, Boyd <[e-mail]>
Subject: Rockingham Grocery

Boyd –
I’ve attached PDFs of the following plans:

Cover Sheet
Construction Details (2) – Shows cross section of the pond and Rip Rap Pad
Existing Conditions Plan
Site Plan
Grading and Drainage Plan

I’ll follow up with the calculations book in a separate email due to file size.

These plans are the latest based on our iterations with NCDOT and keep all grading related to the pond out of the
NCDOT Right-of-Way.
Thanks,
Brian

Brian O'Kane

Bohler Engineering, NC, PLLC

4011 Westchase Boulevard, Suite 290 | Raleigh, NC 27607

P: 919-578-9000 l [e-mail]

Serving the East Coast

Visit our new website!

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1

REEERE�TCCE
ALTA/ACSM LAND TITLE SURVEY:
"ALTA / ACSM LAND TITLE SURVEY"
PREPARED BY ALLIED ASSOCIATES, P.A.
DATED: 03/17/15
LAST REVISED: 03/23/15
GEOTECHNICAL INVESTIGATION REPORT:
"GEOTECHNICAL EXPLORATION REPORT FOR PROPOSED RETAIL DEVELOPMENT MGP PROJECT #P000339,
HAMLET AVENUE (US 74B), ROCKINGHAM, NORTH CAROLINA"
PREPARED BY S&ME INC.
S&ME, INC. PROJECT NO. 1305-15-022
DATED: 04/02/15
ENVIRONMENTAL SITE ASSESSMENT:
"PHASE 1 ENVIRONMENTAL SITE ASSESSMENT OF PROPOSED ROCKINGHAM RETAIL,
705 US HIGHWAY 74 BUSINESS, ROCKINGHAM, NORTH CAROLINA"
PREPARED BY S&ME INC.
S&ME, INC. PROJECT NO. 4335-15-061
DATED: 03/30/15
SEASONAL HIGH WATER TABLE
"REPORT FOR SOIL EVALUATION / SEASONAL HIGH WATER TABLE (SHWT) ESTIMATION FOR STORMWATER BEST
MANAGEMENT PRACTICES (BMP'S)"
PROPOSED RETAIL DEVELOPMENT
HAMLET AVENUE (US 74B), ROCKINGHAM, NORTH CAROLINA
PREPARED BY S&ME INC.
S&ME, INC. PROJECT NO. 4335-15-061
DATED: 03/27/15
TRAFFIC REPORT:
"TRAFFIC IMPACT STUDY FOR THE ROCKINGHAM GROCERY STORE DEVELOPMENT -
ROCKINGHAM, NORTH CAROLINA"
PREPARED BY RAMEY KEMP & ASSOCIATES
REPORT DATED: 06/05/15
UTILITY SERVICE CONTACTS
SERVICE
UTILITY / GOVERNING AGENCY
ELECTRIC
DUKE ENERGY
*
805 NORTH PINEHURST STREET
(C-1.1)
ABERDEEN, NC 28315
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NATURAL GAS
PIEDMONT NATURAL GAS
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325 OLD CHARLOTTE HIGHWAY
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ROCKINGHAM, NC 28379
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WATER / SEWER
CITY OF ROCKINGHAM PUBLIC WORKS DEPARTMENT
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RICHARD HAUGEN
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514 ROCKINGHAM ROAD
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ROCKINGHAM, NC 28379
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T: [phone]
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
C:\USERS\CBLENDERMANN\APPDATA\LOCAL\TEMP\ACPUBLISH-5340\NCR151000SDO.DWG PRIMED BY: CBLENDERMANN 12.17.15 0 10:56 AM LIST SAVED
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705 U.S. 74 BUSINESS
CITY OF ROCKINGHAM
PARCEL PIN 747202955663 / 747202953492 /
747202957304, DB 1347 PG 319 & D61481 PG 331
RICHMOND COUNTY, NORTH CAROLINA
W
al
GRDI, LLC
STORE #1085
1500 SUNDAY DRIVE, SUITE 101
RALEIGH, NC 27607
TELEPHONE [phone]
Firsihealth Moore
Regional Hospital
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COVER SHEET
(C-1.0)
1 OF 17
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GENERAL NOTES
(C-1.1)
2 OF 17
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GRADING AND DRAINAGE PLAN
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PHASE I EROSION & SEDIMENT CONTROL PLAN
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7 OF 17
PHASE II EROSION & SEDIMENT CONTROL PLAN
(C-6.1)
8 OF 17
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B011LER
E N G I N E E R I N G
P-1132
NC, PLLC
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
www.BohlerEngineering.com
CONTACT: BRIAN O'KANE - [e-mail]
*
COVER SHEET
(C-1.0)
1 OF 17
*
GENERAL NOTES
(C-1.1)
2 OF 17
*
EXISTING CONDITIONS & DEMOLITION PLAN
(C-2.0)
3 OF 17
*
SITE PLAN
(C-3.0)
4 OF 17
*
GRADING AND DRAINAGE PLAN
(C-4.0)
5 OF 17
*
UTILITY PLAN
(C-5.0)
6 OF 17
PHASE I EROSION & SEDIMENT CONTROL PLAN
(C-6.0)
7 OF 17
PHASE II EROSION & SEDIMENT CONTROL PLAN
(C-6.1)
8 OF 17
*
LANDSCAPE PLAN
(C-7.0)
9 OF 17
*
LIGHTING PLAN
(C-8.0)
10 OF 17
*
CONSTRUCTION DETAILS
(D-1.0)
11 OF 17
*
CONSTRUCTION DETAILS
(D-1.1)
12 OF 17
*
CONSTRUCTION DETAILS
(D-1.2)
13 OF 17
EROSION & SEDIMENT CONTROL DETAILS
(D-2.0)
14 OF 17
EROSION & SEDIMENT CONTROL DETAILS
(D-2.1)
15 OF 17
EROSION & SEDIMENT CONTROL DETAILS
(D-2.2)
16 OF 17
*
LANDSCAPE DETAILS
D-3.0
17 OF 17
* DENOTES SHEETS INCLUDED IN THE 08/26/2015 SUBMITTAL TO THE CITY OF ROCKINGHAM.
ALLIED ASSOCIATES, P.A.
4720 KESTER MILL ROAD
WINSTON-SALEM, NC 27103
TELEPHONE: [phone]
FAX: [phone]
ALERT TO CONTRACTOR:
1. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS
REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL
BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION
AND THE FINAL CONNECTION OF SERVICES.
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KNOW WHAT'S BELOW
ALWAYS CALL 811
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It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: AS SHOWN
CAD I. D.: SDO
PROJECT:
ROCKINGHAM
GROCERY
FOR
GRDI➢ LLC
LOCATION OF SITE;
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOH LER
E N G I N E E R IN G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
COVERSHEET
SHEET NUMBER:
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USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
X 12" CENTERS AS DIRECTED BY THE ENGINEER.
- -� USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
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8 GRATE
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PIPE SPAN WIDTH MIN. HEIGHT
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
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TOTAL
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FT. HT. FOR MINIMUM
HEIGHT, H
C. M. R. C.
12"
3'-0" 2'-0" 2'-0"
0.222
0.222 0.592
0.015 0.026
15"
2'-3"
0.648
0.023 0.036
18"
2'-6"
0.703
0.033 0.049
24"A/3'
-O"
1.5' MIN. CLEARANCE
0.814 1
0.059 1 0.085
30"
3'-0" 2'-0" 3'-6"
0.222
0.222 1 0.925 1
0.092 1 0.127
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- - - - - - - - - - - - - - - - - - - - - - - - - - -
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BLANKET SHALL BE
CONTIGUOUS WITH
OUTLET PROTECTION BOTTOM ELEV. OF SEDIMENT
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GRADING PLAN)
- ANTI -SEEP COLLAR
(SEE DETAIL)
CLAY CORE, REFER TO SHEET D-1.2 FOR DETAIL
ELEV. 257.97 (18" HDPE -OUTLET CULVERT)
(FAR SIDE)
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OR CORNER TIMES POST DIA. THAT WILL BE USED FOR CONSTRUCTION CONCRETE (TYP.)
POSTS OF A CHAIN LINK FENCE.
CHANT LINK FENCE W/ 41 DOUBLE GATE
REFLECTIVE ALUMINUM
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
TYPICAL AT ALL ADA SPACES
THIS SIGN TYPICAL AT ALL "VAN
ACCESSIBLE" PARKING SPACES
PENALTY SIGN WITH WORDING AS
REQUIRED BY STATE OR LOCAL LAW
GALVANIZED "U" CHANNEL POST
4" DIA. SCH. 40 GALVANIZED STEEL PIPE
BOLLARD PAINTED OSHA YELLOW FILLED
WITH CONCRETE
PAINT CONCRETE BLACK AFTER
CURING AT ASPHALT LOCATIONS
000 PSI CONCRETE
NOTE:
ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT
WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES
OLLARD MOUNTED ADA PARKING SIGN DETAIL
NOT TO SCALE
NOT TO SCALE
TEST PIT (TO BE HAND D
ADJUSTMENT TO
EXTEND BEYOND LIMITS
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WATERLINE
WATERLINE
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AT PIPE JOINTS
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1. CONTRACTOR TO COORDINATE WATERLINE ADJUSTMENT WITH APPROPRIATE INSPECTOR, BASED UPON LOCAL
JURISDICTIONAL REQUIREMENTS AND FIELD CONDITIONS.
2. CONTRACTOR TO HAND DIG TEST PIT AT ANTICIPATED CROSSING LOCATION TO DETERMINE EXISTING WATERLINE
DEPTH, TOTAL WATERLINE DEFLECTION REQUIRED, AND BEST METHOD FOR WATERLINE ADJUSTMENT.
3. VERTICAL BENDS (INSTALLED PER LOCAL STANDARDS)
AS REQUIRED.
4. PIPE DEFLECTION AT JOINTS (PER LOCAL STANDARDS)
WATERLINE AD1f1CTS°JCMENT
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ELEV. 257.97 (18" HDPE -OUTLET CULVERT)
(FAR SIDE)
"OS -1" - RISER STRUCTURE DETAIL
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OR CORNER TIMES POST DIA. THAT WILL BE USED FOR CONSTRUCTION CONCRETE (TYP.)
POSTS OF A CHAIN LINK FENCE.
CHANT LINK FENCE W/ 41 DOUBLE GATE
REFLECTIVE ALUMINUM
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
TYPICAL AT ALL ADA SPACES
THIS SIGN TYPICAL AT ALL "VAN
ACCESSIBLE" PARKING SPACES
PENALTY SIGN WITH WORDING AS
REQUIRED BY STATE OR LOCAL LAW
GALVANIZED "U" CHANNEL POST
4" DIA. SCH. 40 GALVANIZED STEEL PIPE
BOLLARD PAINTED OSHA YELLOW FILLED
WITH CONCRETE
PAINT CONCRETE BLACK AFTER
CURING AT ASPHALT LOCATIONS
000 PSI CONCRETE
NOTE:
ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT
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OLLARD MOUNTED ADA PARKING SIGN DETAIL
NOT TO SCALE
NOT TO SCALE
TEST PIT (TO BE HAND D
ADJUSTMENT TO
EXTEND BEYOND LIMITS
FINISHED GRADE
OF CONFLICTS (3' MIN.,
EACH SIDE, CHECK
LOCAL STANDARDS).
UTILITY CONFLICT
1.5' MIN. CLEARANCE
EX. MAIN
SEE NOTE 4
WATERLINE
WATERLINE
ADJUSTMENT
USING FITTINGS~
ADJUSTMENT
(VERTICAL
USING DEFLECTION
BENDS) (SEE
AT PIPE JOINTS
NOTES: NOTE 3)
(SEE NOTE 4)
1. CONTRACTOR TO COORDINATE WATERLINE ADJUSTMENT WITH APPROPRIATE INSPECTOR, BASED UPON LOCAL
JURISDICTIONAL REQUIREMENTS AND FIELD CONDITIONS.
2. CONTRACTOR TO HAND DIG TEST PIT AT ANTICIPATED CROSSING LOCATION TO DETERMINE EXISTING WATERLINE
DEPTH, TOTAL WATERLINE DEFLECTION REQUIRED, AND BEST METHOD FOR WATERLINE ADJUSTMENT.
3. VERTICAL BENDS (INSTALLED PER LOCAL STANDARDS)
AS REQUIRED.
4. PIPE DEFLECTION AT JOINTS (PER LOCAL STANDARDS)
WATERLINE AD1f1CTS°JCMENT
DETAIL
NOT TO SCALE
NOTES:
1. CONTRACTOR SHALL INSTALL CURB AND GUTTER AT ELEVATION OF EXISTING PAVEMENT (ELEVATION AT
EDGE OF GUTTER PAN MATCHES ELEVATION AT EXISTING PAVEMENT, UNLESS PLANS AND/OR SCHEMATICS
INDICATE DIFFERENTLY.
2. CONTRACTOR SHALL PROVIDE GUTTER PANS (COLLECTOR/SPILL) PER GRADING PLAN. SHADED GUTTER PAN
REPRESENTS FULL SPILL SECTION, NON -SHADED IS COLLECTOR. CONTRACTOR SHALL PROVIDE 3 FOOT
TRANSITIONS BETWEEN SPILL AND COLLECTOR SECTIONS.
3. PLAN INTENT IS TO PROVIDE A MINIMUM SLOPE OF 0.50% ALONG COLLECTOR CURB. IF FIELD CONDITIONS
AND/OR PLAN REPRESENTATION DOES NOT PROVIDE MINIMUM SLOPE REQUIREMENTS, CONTRACTOR IS TO
CONTACT ENGINEER PRIOR TO POURING CURB AND GUTTER. BOHLER ENGINEERING SHALL BE HELD HARMLESS
FOR ANY CURB AND GUTTER POURED THAT DOES NOT MEET MINIMUM REQUIREMENTS.
4. IN THOSE SITUATIONS WHERE RE -GRADING OF PARKING AND PAVEMENT REMOVAL IS NECESSARY (SEE
EXAMPLE 2), THE CONTRACTOR IS TO VERIFY THAT THE RESULTANT GRADIENT AT THE HIGH SIDE OF THE
ISLAND PROVIDES 1% PAVEMENT SLOPE, PER PLAN INTENT.
5. IN ISLANDS WHERE FLUMES ARE INDICATED, THE CONTRACTOR SHALL PROVIDE A FLAT BOTTOMED FLUME
AT THE SPECIFIED WIDTH. MINIMUM FLUME SLOPE SHALL BE 0.50%.
TOP OF RISER
SPILLWAY ELEV. 260.29
JSIDE) BOX STRUCTURE
T POOL
9.00
3 DRAW DOWN ORIFICE @ ELEV. 259.00
3E FILLED
ICRETE
NOTE: SEE NCDOT STANDARDS FOR DETAILS FOR OUTLET
STRUCTURE BOX, GRATE, REINFORCING, ETC.
NOTE: ALL CONCRETE TO BE 4,000 P.S.I. COMPRESSIVE
STRENGTH.
CONCRETE FILL TO BE ROUNDED
FOR PROPER RUN OFF
4" DIAMETER STEEL PIPE FILLED
W/ CONCRETE PAINTED TRAFFIC
YELLOW AND EMBEDDED IN
CONCRETE BASE 4
v
TOP OF ASPHALT OR
CONCRETE SLAB
4,000 P.S.I. CONCRETE I I I I III III
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MIN.
BOLLARD DETAIL
NOT TO SCALE
700
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PROP PVMT
(SEE NOTE 4)
0.50% MIN 0.50% MIN
SPILL CURB EXAMPLE TWO
WHITE LEGEND RED BACKGROUND
R1-1
36"X36"
NOT TO SCALE
WHITE LEGEND RED BACKGROUND
R1-1
30"X30"
"STOP" SIGN
NOT TO SCALE
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REVISIONS
REV DATE I COMMENT I BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: AS SHOWN
CAD I.D.: SDO
PROJECT:
ROCKINGHAM
GROCERY
FOR
GRDI LLC
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
j BOH LER
E N G IN E E R1 N G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
SHEET NUMBER:
D-1,0

1"EIPQ
(SAB) -
rn rn
ROBERT B. WILLIAMS, JR. WOODS '-- y"1v
PIN. 7472-0996-3244
D.B. 1106, PG. 377 ; " - `? \ \ C,�N 1
SLIDE 388-A
ZONED 0-1, R-20
x
USE VACANT 264.4'
Sgt • '1 it Fd UNTAIN POINTE APARTMENTS, LP
1
P/N� 7472-0295-8703
\'\\I l , D.�`.1655, PG 121 1
0� 265.9 1 1 ' '1 \ `,SLlDE�533-�
"1 W00 1 ' 11 111` 1\' 1\ `� \\` 11 LZONED`Q-3 \
E Q \ 7E. RE�ID�NT/AL
�28 0 6 EXIST. WETLY ff t\ \ \ \
85 LINE
t� 3' _
' �' -` '? --- SITE CU>gRENRy UNDER CONSIRkCTION 11
WOODS I o ; VIII' \\\ ` --- `,(OBSERl19�E100ENCE OC CURRENT �ARJH MOJ�ING WORK)
x . x N co / 570/bE7740 _--
; \
262.7' 262,4'TOf�OFOq`\` �m
`---------- ------
CONCRETE MONUMENT ---
" 1` ' % Z� - 272 " 1
(f X, i i `\ 6- 27i 1 I- i 1
- - 263.1 fy- 30' rte,. T/0 ------
1A 274 ---
-------
r•• ND-------- 1 c _
LODe;.� - 275 -
RYAN S FAMILY STEAK HOUSES EAST, INC. - l A \ \ vv
A D C�LT�LOD�LOD `, \ `\ `\
WOODS 7472-0295-5663
0 D.B. 1347, PG. 379 S63'5 x E
VZ / ZONED B-3♦ . ' 1'
-------& c y/; OD= 25,527 SF / 0.586 ACRES f
EXCLUDES AREA WITHIN POSSIBLE i - ( I 1 `,•'\ b`'' '\
O/ OVERLAP A-
261.8' 261.8' `
_ PROPERTY LINES
IRS l -b ----- S64'S9'49'f 217.1/1' (TOT.% / t� 1 ii 1 , \ c ,, '1
TO BE VACATED i/ 1
-- -- --/-- I �u \ it \ \ \ , , \ �. \ 1 GSi
2 .73' l 4 - ElP /r 1 I I ', � `,
_ \\ �`\ I ' 1 1 `I , \ I I 1 J J y�I \• 1 ' �' , 1 ' I � _
( 265.2 1 ♦ / 11 v 1 i ����J i y
259.8 60.3,
• WOODS 1 y
WOODS ' ' ' � ♦ -9� �---711iC- .Y
/ NCE 1 ;
11
x(DILAPIDATED) (�TBRJ \ <` n
X260.4' SCATTED TRE1rS !i ' `I
O 26�\ �,o s ;1 1 BRUSM (TBR)'1
� ,v / I \ a 1 ♦ 1 •i , 1 \ , \\ { `\:. ', t� :i � vii
1It
259. 1' I i i 1 n` 1 I {
o J]C A /N1f=260.98 ; 1 R' ♦ W069S (TBR I \ I
ZONED R-20 I -
_ 260.3' l , INV=26`0.93' 1'1 ; I \ \ } <`, '1
a 4
1
ZONED 0-1
258 /' I �,15� CMP f � I .� i I A' B4.
�• `, p ' / -a
259.6' I _ C Q' , 1 ,
x ♦ PROPERTY L/NEST ^ i� 1----- CE i`,` I {\\ " ' `I
258.8' �/ BE VACAtEO WOVEN WIRE FEN _ ;= RICHMOND HOSPITALITY, LLC vai
0
(DILAPIDATED) (TBR) Plk 7472-0295-7304
D.B. 1487, PG .3,37 I ' IQ)
1
WOODS (T k) w I J > SLIDE 746-
O
'' ' ,--------= / �6� / W / A i`'�y ` ♦ ? ZONED 83 I i 4
/ / / / i ♦ AREA= 102,700 S F 2358 ACRES f i
`i/ •~ ,. .i WOODS,
WOODS I /I♦ ! `� , / / % ,' '// (/ / /i' ! i , I ' `,i yy68.1' p
i""rAMILY ST
LAK HOUSES EASTINC.
257.8' w- A DELAWARE CORPORATION }
•% (r,1 .\ `\ ' 1 I lI I <J�,v',/1
nRi
I
Ir I O�PlV' 7472-0295-3492 > I C `T ,\
( D.B. 7347, PG. 319 �P® l \
I / POSSIBLE LL / }
256.8' SLIDE 656-G I i ' it
2619' LOCARON (fBR)i ,{
M.
`• x' ZONED B-3 PJ , }
257.5' � I I \
AREA= 90,966 S F / 2.088 ACRES +
EXCLUDES AREA WITHIN POSSIBLE OVERLAP _, `
WOODvS TBR 2 ,
ROBERT WILLIAMS, JR.
B.
258.1 ' J ` O / . ✓ Pr ,_ I'�- } { : 1 It 272
PIN. 7472 -0996-J244 ;' \ '\ l \ - , /-;' % { ,
Q _ ! ' % CATTERED TREES
D.B. 1106, PG. 377 \. '-
SLIDE 388-A % i i ( i i % 1 i -� ,' 1 ? BRUSH (TBR)
ZONED D-1, R-20 256.8' / {
USE RESIDENTIAL ,!`� ,'1
2572'
\: , i / /� , / �--- ) ' / ' I I �'1_=1►-a'I � // 6'
30
258'
6
`. / i,\^ % � I I ' \\ `. ` `• Cp
N �> 1WOODS Tb�, I 1 y ; EX. HYDRANT
Q N I \ I i i \ (TO {BE RELOCfEBB�,
256.6'
x256.2'i \ / 74
/ I SCATTEREDrib
TREES &
256.3' i i I i i 256.4' u i 1 C l y GUY-Wl
G WOODS 3418.461 - WOODS (TORR)
,i WOODS/ ;' ( \ ' i'I BRUSH (TBR) I "� I�r` /(To BE 1 SET) ; \ { - Y
0 6.90' j { 4
\. II /T- ' I \ I \
25r"7 I
2�6.>' rt X57.1' N 66°7428" W, 156189' F.O.M. lRS ;N
64` �yI a R,, ;lA)
F.� r 57 09=2-0 -- -3BW Dl ' PIDATED ' (TB =" 1 ° E/p Ali.�L N64'47 4411' 96.29'4 El �� i N64'S8 53 y96.36'
. f� \...�� _��/� >•ch>ayh _ .moi l Poya.i�i� \!moi •ter...-fo fp l \ /y n Fp fp�ftl i}ll'�_
= __-__ _-__ ` •\�.i��-'-f6l_ FO 11% FO FO
'04 29 ----- ------ ---- --- _ - _ - _ ____-
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,
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W�FES -=s s s' -�s-- s _ t- _s - s - _ --- --- s s --------
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g" PVC T T T - -----J --- ------ ---- _ _! -----{*-STRE�E`TLIGHT _----- �- -_ __�
___ -- -
LP BE RELOC
__------------------- IO�BlM18112'-------------- -♦- - ----- _flQL-- -
--LP---I_ --------- -
W TOP R1M=258.89' CL INV=254.97' APPROX. WATERLINE EX. STREETLIGHT
s TO lNV=25261' METAL TRAFFIC LIGHT POLE TOP R1M=264.93' (TOB RESET) lNV 265.20' lNV=265.70' STUB LOCATION (TO BE RELOCATED)
N ON CONCRETE BASE CL INV=257.28' PROP. SAWCUT W/FES (TBR) € W/FES (TBR)
------_EP ---__---------- PAVEMENT LINE
--EP -------------------------------------------- - --1 --� , SIGNALIZED INTERSECTION
-}I \---,✓-�----------------- --- --g ,-rte- �
I GRASS MEDIAN DIE 1 I �n' a +^' ^_ v v
JUNCTION BOX �w�w�w w w w
w
_ ---w----------------------------�---- --- - -------US. 74 e ]BUSINESS w w wg w w w w 10-
w w w w w
- CI S---------------------------------------------------APPROXIMATELY � 3'�ADT- - - - - - -
CONCRETE MEDIAN
------- F -----------
- �J �J ASPHALT PAVED PUBLIC ROADWAY
a �J (175`'09 PUBLIC R/'W) e I
ALDI (N.C.) LLC.
PIN.• 7472-0295-9336
D. B. 1452, PG. 129
ZONED B-3
USE GROCERY STORE
CB p
FLOW=273.06'
INV OUT=266.68'
CB #4
FLOW=273.16'
INV IN=266.17'
#4 E/R
1
1
OUTPARCEL HOLDINGS, L.L.C.
°O
PIN., 7472-0295-9153
1 D. B. 1659, PG. 240
1 SLIDE 773-V
ZONED B-3
USE FAST FOOD RESTAURANT
1�
FLOW=270.81 '
INV OUT=267.18'
� 1
1 CB #2
M FLOW=270.68'
a INV 1N=267.16'
M
3/4' BP
to
T
8" PVC 0
----------- TOP RIM=269.49'
CL INV=258.62'
w� -w CONCRETE MEDIAN
_ - ------------------------------------------------------ (45 MPH SP1E1ELIIv-I11) -
-
APPROX. WATERLINE LOCATON
----------------------------------E-
APPROXWATERLNE LOCATION � cP EP- -------- ----------------- ----------
---- ------- -
-------------- --- w
VP-
-
Wv
g
Q- w
a� O.T.C.B. 0_0_G_ G G: -G 12- PVC \
GG G G G G 0-0-G 0-0-, G G C G G G G�G \ G
PLASTIC OS �� a I OS i 4"PLASTIC 4"PLASTIC
I I
I I
� I
H:\2015\NCR151000\DRAWINGS\PLAN SEES\NCR151000SSO.DWG PRINTED BY: CBLENDERMANN 12.17.15 ® 10:54 AM VST SAVED BY: CBLENDERMANN
I I
I� �I
RIGHT -TURN ARROW
TO BE CONVERTED
M
GENERAL DEMOLITION NOTES
1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY:
ALTA / ASCM LAND TITLE SURVEY
ALLIED ASSOCIATES, P.A.
DATED: 03/17/15
REVISED: 03/23/15
JOB #NCR151000: SURVEY -JOB #PA150303
2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY
AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS
TO SAME.
3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE
SUPERVISION, OR ANYTHING RELATED TO SAME.
4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE
DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND
INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE
IMPROVEMENTS.
5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR
SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE
CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN
WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY
DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS
OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES,
REQUIREMENTS, STATUTES, ORDINANCES AND CODES.
6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO:
A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND
OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND
DEMOLITION WORK.
N64 47'16'W
184.45' (TIE)
DEMOLITION LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
DEMOLITION NOTE
PROPERTY
PoB
PELION LOAMY SAND
LINE
(2% - 8% SLOPES)
AcB
EASEMENT
(00 - 8%SLOPES)
LINE
�c� Z o_
SAWCUT
,
>�OLLm
LINE
F-1
CONCRETE CURB &
GUTTER
- - - - - -
------
0E-w�a0
LIMITS OF
�0
DISTURBANCE
LOD LOD-
METAL TRAFFIC LIGHT
POLE WITH CONC. BASE
CC cn
CC cn
♦����♦
UTILITY POLE
LIGHT POLE
W W
UNDERGROUND
WATER LINE
�
-6-c-
UNDERGROUND GAS
LINE
UNDERGROUND FIBER
a > z ¢ o Of
W in
FO FO
E
_ j
OPTIC LINE
H
OH OH
OVERHEAD WIRE
UNDERGROUND
a_3U)0,mco
_T_T_
TELEPHONE LINE
STORM
:.11111 x m 3 -cm xm :0 -cm
SEWER
=xsxsxsxsxsxsxsxsxsxsxsa
-5-5
SANITARY SEWER
MAIN
�0�
O
SANITARY
w
r 9 �
u a
MANHOLE
(D
STORM MANHOLE
0-1
za2z�
® M
WATER METER
C,)
CI
WV
W Of Of
Q w O Z ED
WATER VALVE
WELL LOCATION
OW
FIRE HYDRANT
a w O w w w
�zmzzz
GAS METER
❑
GAS VALVE
c�
H
WOVEN WIRE
-X----X----X----X----X----
FENCE
TREELINE
................................,
GRAPHIC LEGEND
.. .. ..
SOILS BOUNDARY
JmA
JOHNSTON MUCKY LOAM
(0% - 2% SLOPES)
PoB
PELION LOAMY SAND
(2% - 8% SLOPES)
AcB
AILEY LOAMY SAND
(00 - 8%SLOPES)
NOTE: A JURISDICTIONAL DETERMINATION REQUEST WAS SUBMITTED
s s TO THE US ARMY CORPS OF ENGINEERS ON MARCH 25, 2015 TO VERIFY
THE WETLANDS AND PROPOSED IMPACTS. THE DETERMINATION IS
STILL UNDERWAY AND WILL BE PROVIDED UPON APPROVAL.
0
am
40 20 10 0 40
1 "= 40'
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: 1" = 40'
CAD I.D.: SSO
PROJECT:
ROCKINGHAM
GROCERY
POIZ
GRDI LLC
LOCATION 'O F SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOHLER
E N G I N E E R IN G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
EXISTING
CONDITIONS &
DEMOLITION
PLAN
SHEET NUMBER:
C-2,0
vj
za
�e�n
�c� Z o_
,
>�OLLm
F-1
0E-w�a0
�0
ZL)1YL)-u)
CC cn
CC cn
♦����♦
W
�Q�
�
w o
a� a
aCL
a > z ¢ o Of
W in
E
_ j
H
Zc�P2
0 == m 22
a_3U)0,mco
�0�
w
r 9 �
u a
Y
o O
E�
0-1
za2z�
C,)
CI
w _3
z 2 Y Y�
W Of Of
Q w O Z ED
CL Lu 0 Lu Lu Lu
a w O w w w
�zmzzz
♦****♦
c�
H
cn
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: 1" = 40'
CAD I.D.: SSO
PROJECT:
ROCKINGHAM
GROCERY
POIZ
GRDI LLC
LOCATION 'O F SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOHLER
E N G I N E E R IN G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
rSHEET TITLE:
EXISTING
CONDITIONS &
DEMOLITION
PLAN
SHEET NUMBER:
C-2,0

GRAPHIC LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
7,000 SF
PROPERTY
LINE
MIN. LOT WIDTH
BUILDING SETBACKS
70 FT
--------_
BUILDING OR
PARKING SETBACK
30 FT
49.1'
LIMITS OF
DISTURBANCE
LOD LOD
11.0'
SAWCUT
LINE
0 FT
19.2'
CURB &
GUTTER
10 FT
10.2'
MIN. SIDE YARD SETBACK
5 FT
SPILL
CURB
MIN. REAR YARD SETBACK
RESIDENTIAL BUFFERS
5 FT
78.3'
FLUSH
CURB
15 FT
N/A
TRANSITION
CURB
20 FT
c -O-)
UTILITY POLE
60 FT
G0
LIGHT POLE
11@0
OH OH
OVERHEAD WIRE
STORMWATER
INLET
is
ENDWALL
END SECTION
0
®
SANITARY
MANHOLE
(D
STORM MANHOLE
0
PARKING
COUNT
6
ELEC. TRANSFORMER
ON CONC. PAD
PAVEMENT
STRIPING - 4" SSWL
STOP SIGN
ADAACCESSIBLE
PARKING SIGN
PAINTED STOP BAR
S TOP
TREELINE
❑o
SIGNAL POLE
FENCE
ROBERT B. WILLIAMS, JR.
PIN.- 7472-0996-3244
D.B. 1106, PG. 377
SLIDE 388-A
ZONED 0-1, R-20
USE RESIDENTIAL
S70'04 29'E
174.81' (TIE)
ROBERT B. WILLIAMS, JR.
PIN.- 7472-0996-3244
D.B. 1106, PC' 377
SLIDE 388-A
ZONED 0-1, R-20
USE` VACANT
j�
1 FdWTAIN POINTE APARTMENTS, LP
PVNS 7472-0295-8703 11
D.B`.16555, PG. (('1 121
SLlOg 533—GY
Z1�• / / ,F / 1 v 1 ; 1\', \ , 1 `\ 'I ZONED`B-3
`3 2$ E / P �Q�/ ' \ ��\11V , 11 1 I'' ` `, , , 1 ` `�E.• l�E�'lD�"N•TIA� �
SITE GWR, NkY UNQER'EONS7XR CTION 11
- \\(OB�SERI�E�EU%DENCE Of CUkRRT EARTH Aa6!(lNG WORK)
WETLAND AREA `` \ •, 1' ' ( — — —\ \ rij
-
iV=-----------------
)1
` 1 j ----1 -iROP. �\zz
'TREELINE ; 1 ' �\ i / DUMPSTER ENCLOSURE
(REFER TO ARCH. PLANS) `,;,;,` ` PROP. PAD
SPILL CURB MOUNTED
S63 E TRANSFORMER
`5'IPARKING SETBACK
r
�T PROP. LIGHT (TYP.) , , . [_ _ / o>
SEE LIGHTING PLAN g ' �� `.,• --- ' 0
_ 1 1 t
R�\ PROP. RETAINING WALL
i (TO BE DESIGNED BY OTHERS)
i ,- ----- 'ri., ". •, ?•:4 .•.•..: • ,.T . . • 4. t . ' i 1 i `, r ALDI (N.C.) L.L.C.
;1, , 1 1 ( PIN.- 7472-0295-9336
/ � . D. B. 1452, PG. 129
/ % I �' 1 ; I•) ' ZONED 9-3
3 04 5 / ` ;1 11 USE- GROCERY STORE
/ 1 .
420 PROP. 5' x 5'
10' 6 r i N 6 10 30't '20' 6' 1 CONC. PAD
/ 1
/ 18' 24' i 1 'I 10 / I I 1 '� 1 11 I \
/ Fcoo ' PROP. PAINTED 1 ~ i PRQP. PAINTED 1 �',1 1 )
DIRECTIONAL ( 11 N STOP`$AR (TYP.) � � , �
/ i
ARROVI'1(TYP.) �- 'I``� ',, � 9 130.00' \ \ I I 1
1
1
04
PROP. z 8�
TREELINE t 7----- --
I
\ 7 / c"I ` 1 1 1 1 1
ZONED R-20 / 4" SSWL i i" / I ' 11 1
', 1'11
ZONED 0-/ PROPOSED
w, ��y, ,� qa ` 1
\ )
� / / �\ � ,PROP. "STOP" ` 'V '--__-- _, ��, /( __
1
/ � 111` / / SIGN (TYP.) ,\\, / —_—� Ir—N / 9 GROCERY
R Jl M
30' 20' STORE
I
369110f SF �1
1 t J ( PROP. ADA VAN }� q q `, 1
7 i ACCESSIBLE FFE _ / 2" / i I II
6 7 ' ' N SPACE SIGN
Bo ® PROP. ADA
F ,/ ACCESSIBLEcs
,\` 111 1 I i1
/ ( r •� ; / /N SPACE SIGN I
'10.-►; r ; % `� 11 1� " i OUTPARCEL HOLD/NGS, L.L.C.
\ PROP. GATE ! °G I / 111 I I i 1 PIN. 7472-0295-9153
N I 1 D.B. 1659, PG. 240
//5 % I ua'i N 7 ;': `,�\ f SLIDE 773-V
PROP. RIP RAP OUTLET i ( ' ' cts• •' • ' PROP. SHOPPING % icy'» ZONED B-3
PROTECTION (EW -1) > ; ,� ` 1 ; Qi
USE. FAST FOOD RESTAURANT
p, • . CART STORAGE Iml
PROP.,ZTOP"
PROP. & CHAIN \ \ SZN (TYP.) / C-4,
LINK FENCE oo� 30R d - PROP. BOLLARDSFLUSH
rA ~ CURB .'` PER ARCH. PLANS t,
PROP. 18" N 1 (TYP.) :. PROP. 5' x 5' �NI'i I
CURB AND -► 2 _
PROP. ADA ,
CONC.PAD , I
9 ACCESSIBLE '011
0 GUTTER (TYP.) ,\pQ� , i s Ir 1 1 I I
I SPACE SIGN 1 66.9
WETLAND AREA / \ ! i ❑ N A5"11
/ ) C�.. 1
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EP - ---- U.S. /4 - BUSINESS ------- � r
--------------------------------------------------
- EP - - - - - � -CONCRETE MEDIA -
APPROXIMAT]E]LY 14,023 ADT ------- CONCRETE MEDIAN
ASPHALT PAVED PUBLIC ROADWAY
— — — — — — — — — — — — — — — — — —
_ — —----------------------------------------------------- (45 MPH SPEED LIMIT)
— — — — —----------------------------------------------- --
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H:\2075\NCRI51D00\DRAWINGS\PLAN SETS\NCR151000SSD.DWG PRIMED BY: CBLENDERMANN 12.17.15 0 10:54 AM LAST SAVED BY: CBLENDERMANN
N64'47'16'W
184.45' (TIE)
]PAINTING STRIPING LEGEND
SSWL/4" - SINGLE SOLID WHITE LINE / 4" WIDE
SSYL/4" - SINGLE SOLID YELLOW LINE / 4" WIDE
DSYL/4" - DOUBLE SOLID YELLOW LINE / 4" WIDE EACH
SBWL/4" - SINGLE BROKEN WHITE LINE / 4" WIDE
SSWL/24" - SINGLE SOLID WHITE LINE / 24" WIDE
SINCE PLAN & ZONING NOTES:
1. THIS PLAN REFERENCE DOCUMENTS AND INFORMATION BY:
BOUNDARY & TOPOGRAPHIC SURVEY, PREPARED BY ALLIED ASSOCIATES, P.A.
4720 KESTER MILL ROAD
WINSTON-SALEM, NC 27103
DATED 03/23/2015
2. OWNERS: FIRE MOUNTAIN RESTAURANTS, LLC
FORMERLY
RYAN'S FAMILY STEAK HOUSES EAST, INC.
1020 DISCOVERY ROAD
EAGAN, MN 55121
RICHMOND HOSPITALITY, LLC
17780 FITCH SUITE 105
IRVINE, CA 92614
3. APPLICANT: MGP RETAIL CONSULTANTS, LLC
1500 SUNDAY DRIVE, SUITE 101
RALEIGH, NC 27607
4. PARCEL: 705 U.S. 74 BUSINESS
CITY OF ROCKINGHAM
RICHMOND COUNTY, NORTH CAROLINA
ZONE: B-3 (HIGHWAY BUSINESS)
USES:
MISCELLANEOUS SALES OR SERVICE [ARTICLE 3] = PERMITTED
PRODUCE MARKET [ARTICLE 31= PERMITTED
5. BULK REQUIREMENTS [ORD. 9-4-941:
B-3 HIGHWAY BUSINESS
REQUIRED
PROPOSED
MIN. LOT AREA:
7,000 SF
5.03 AC (219,193 SF)
MIN. LOT WIDTH
BUILDING SETBACKS
70 FT
182,56'
MIN. FRONT YARD SETBACK
30 FT
49.1'
MIN. SIDE YARD SETBACK
10 FT
11.0'
MIN. REAR YARD SETBACK
PARKING SETBACKS
0 FT
19.2'
MIN. FRONT YARD SETBACK
10 FT
10.2'
MIN. SIDE YARD SETBACK
5 FT
42.0'
MIN. REAR YARD SETBACK
RESIDENTIAL BUFFERS
5 FT
78.3'
SIDE YARD BUFFER
15 FT
N/A
REAR YARD BUFFER
20 FT
N/A
MAX. BUILDING HEIGHT
60 FT
33'
NIA =NOT APPLICABLE N/S =NOT SPECIFIED (V) = VARIANCE (W) = WAIVER (E) =EXISTING NON-CONFORMANCE
TBD = TO BE DETERMINED (C)=COMPLIES
6. PARKING SUMMARY:
NUMBER OF PARKING SPACES REQUIRED:
REQUIRED:
RETAIL AREA: 1 SPACE / 200 SF GROSS FLOOR AREA x 36,170 SF MGP GROCERY STORE =181 SPACES
DISCUSSIONS WITH THE CITY OF ROCKINGHAM PLANNER = 150 SPACES REQUIRED
PROPOSED:
TOTAL PROPOSED PARKING = 150 SPACES (4.1511,000 SF OF GROSS FLOOR AREA) (COMPLIES)
NUMBER OF ACCESSIBLE SPACES REQUIRED:
CODE REQUIREMENT (5 /101.150 SPACES):
5 SPACES
PROPOSED:
6 SPACES (1 VAN) (COMPLIES)
[SECT. 10.07] FOR 90 DEGREE PARKING SPACES:
REQUIRED PROPOSED
ONE-WAY TRAFFIC FLOW 12 FEET 24 FEET (COMPLIES)
TWO-WAY TRAFFIC FLOW 20 FEET 24 FEET (COMPLIES)
PARKING SPACE DIMENSION::
REQUIRED: Y X 18'
7. LOADING REQUIREMENTS [SECT. 10.13]:
NUMBER OF LOADING SPACES
SIZE OF LOADING SPACE
PROPOSED: 10'X 18' (MINIMUM) (COMPLIES)
REQUIRED PROPOSED
2 2 (COMPLIES)
12'x 55' 14'x 85' (COMPLIES)
PAVEMENT LEGEND
(*) CONCRETE JOINTING AND FILLERS TO BE
COMPLETED PER DETAIL AND SPECIFICATIONS.
XTn1 plrC
• SEE SHEET C-1.1 FOR ALL GENERAL NOTES
• ALL CURB RADII SHALL BE 5' UNLESS OTHERWISE
INDICATED ON PLAN
• ALL DIMENSIONS ARE SHOWN FROM FACE OF CURB
TO FACE OF CURB UNLESS OTHERWISE NOTED
• ALL CONSTRUCTION WITHIN THE NCDOT
RIGHT-OF-WAY SHALL COMPLY WITH THE MOST
CURRENT EDITION OF NCDOT CONSTRUCTION
STANDARDS & SPECIFICATIONS
N
Ne
ININ
ON
40 20 10 0 40
1 "= 40'
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REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: 1" = 40'
CAD I. D.: SSO
PROJECT:
IRIMCKINGHAM
G]ROCE]RY
FOR
GRDI, LLCM
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOH LER
E N G I N E E R IN G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
F_SHEET TITLE:
SITE PLAN
SHEET NUMBER:
C - .3 00
DELINEATES PROPOSED HEAVY
DUTY ASPHALT PAVEMENT
DELINEATES PROPOSED
CONCRETE SIDEWALK
DELINEATES PROPOSED HEAVY
DUTY CONCRETE PAVEMENT*
DELINEATES PROPOSED STANDARD DUTY
ASPHALT PAVEMENT
(*) CONCRETE JOINTING AND FILLERS TO BE
COMPLETED PER DETAIL AND SPECIFICATIONS.
XTn1 plrC
• SEE SHEET C-1.1 FOR ALL GENERAL NOTES
• ALL CURB RADII SHALL BE 5' UNLESS OTHERWISE
INDICATED ON PLAN
• ALL DIMENSIONS ARE SHOWN FROM FACE OF CURB
TO FACE OF CURB UNLESS OTHERWISE NOTED
• ALL CONSTRUCTION WITHIN THE NCDOT
RIGHT-OF-WAY SHALL COMPLY WITH THE MOST
CURRENT EDITION OF NCDOT CONSTRUCTION
STANDARDS & SPECIFICATIONS
N
Ne
ININ
ON
40 20 10 0 40
1 "= 40'
w
ewd� C7 z o
Z r,�®>z��o
b ,y,,Jx~LLLL
F x�Oofax
Mail w� 0z<¢�0
ZUWUHU)
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REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: 1" = 40'
CAD I. D.: SSO
PROJECT:
IRIMCKINGHAM
G]ROCE]RY
FOR
GRDI, LLCM
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOH LER
E N G I N E E R IN G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
F_SHEET TITLE:
SITE PLAN
SHEET NUMBER:
C - .3 00

840.14
3
u
?" WEEP HOLES
I
PLAN
WITH GRATE & FRAME REMOVED
----- 'APING(INCIDENTAL)
)P ELEVATION
840.16 FRAME -
RATE
SECTION X -X
C:\USERS\CBLENDERMANN\APPDATA\LOCAL\TEMP\ACPUBLISH_5340\NCR151000SDO.DWG PRIMED BY: CBLENDERMANN 12.17.15 ®10:57 AM LIST SAVED
6❑
(SEE NOTE)
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
EL
B 6 t #4 BAR
N
11 0
x
DOWEL
MAX. PIPE THIS SIDE 18" fO
SECTION Y -Y
DIMENSIONS AND QUANTITIES
FOR DROP
INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
PIPE SPAN WIDTH MIN. HEIGHT
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
D
A B H
BOTTOM
SLAB
TOTAL
WALL PER CONCRETE
FT. HT, FOR MINIMUM
HEIGHT, H
C. M.
R. G.
12"
3'-0" 2'-0" 2'-0"
0.222
0.222 0.592
0.015
0.026
15"
2'-3"
PROCTOR.
0.648
0.023
0.036
18"
2'-6"
WORKED BY HAND, OR CLASS II
0.703
0.033
0.049
24"
3'-0"
INITIAL BACKFILL NOT UNDER PAVED AREAS
0.814
0.059
0.085
30"
3'-0" 2'-0" 1 3'-6"
0.222
1 0.222 0.925
0.092
1 0.127
Anti -seep collars may be constructed with class B concrete or compacted clay. The compacted clay shall have a
specific discharge of 1 X 11.1-5cmisec or less. The following specifications apply to class B concrete:
a. Minimum cement content, sacks per cubic yard with rounded course aggregate 5,0
h, Minimum cement content, sacks per cubic yard with angular course aggregate 5,5
c. Maximum water -cement ratio gallons per sack 6,8
d, Slump range 2" to 4"
e. Minimum strength - 28 day psi 2,500
UNDISTURBED
EARTH OR -
COMPACTED
FILL
r 1i I%ICHES UTILITY LINE
1 (DIAMETER VARIES)
i
16- 1[1CHE'S
TRENCH WIDTH I �
6 INCHES '� 6 INCHES
NOT Tu EXCEED 40 FEET
O
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840.14
Detectable Warnina Tage:
Acid- and alkali -resistant, polyethylene film warning tape
manufactured for marking and identifying underground utilities, a
minimum of 6 inches wide and 4 mils thick, continuously
inscribed with a description of the utility, with metallic core
encased in a protective jacket for corrosion protection,
detectable by metal detector when tape is buried up to 30 inches
deep; colored as follows:
1. Red: Electric.
2. Yellow: Gas, oil, steam, and dangerous materials.
3. Orange: Telephone and other communications.
4. Blue: Water systems.
5. Green: Sewer systems.
DETECTABLE WARNING TAPE
PLAN
CONCRETE OR
COMPACTED CLAY
srnxonao oerniL
ANTI -SEEP COLLAR DETAIL °°'as
UNDISTL
EARTH C
COMPAC
FILL
FINAL
BACKFILL
PIPE
SPRI
LINE
4" BEDDING
(MIN.)
4"
REINFORCED CONCRETE PIPE (RCP)
AND SPIRAL RIB PIPE
SMALLER THAN 60"0
NOT TO SCALE
ALL OTHER PIPES
INCLUDING SPIRAL RIB
PIPE 60"0 AND LARGER
NOT TO SCALE
STORM SEWER TRENCH & BEDDING
NOT TO SCALE
21
OUTLET PIPE
GENERAL NOTES
APRON
1.
BEDDING SHALL BE CLASS I WORKED BY
PIPE
SLOPE
(FT/FT)
STONE
DIAMETER
(IN)
HAND.
INITIAL
WIDTH
W1
(FT)
2.
HAUNCHING SHALL BE WORKED AROUND THE PIPE
O.D.
24
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS
OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.
15
I OR CLASS II COMPACTED TO 95% STANDARD
24.5
WARNING TAPE
PROCTOR.
THIS PRINT DISCLOSES SUBJECT MATTER WHICH
3.
INITIAL BACKFILL SHALL BE CLASS I
FINAL
3130 VERONA AVE
WORKED BY HAND, OR CLASS II
BACKFILL
SEE NOTE
COMPACTED TO 95% STANDARD PROCTOR.
0.028
4.
INITIAL BACKFILL NOT UNDER PAVED AREAS
SEE NOTE
EARTH OR
CAN BE CLASS III COMPACTED TO 95%
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FAX [phone]
FAX [phone]
STANDARD PROCTOR.
EARTH OR-�
5.
FINAL BACKFILL SHALL BE CLASS I, II, OR
JITI AL
www.nyloplast-us.con
III COMPACTED AS NOTED IN NOTES 3. AND 4.
ACFILL
FINAL
6.
FINAL BACKFILL NOT UNDER PAVED AREAS CAN
CONTAINED HEREIN, OR MANUFACTURE OF ANY
DATE 09-05-13
BE CLASS IV COMPACTED TO 95% STANDARD
CHING
-
2
i+m
PROCTOR.
)DING
7,
ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE
N)
6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING.
WITH ASTM D 2321-11.
BACKFILL
8.
ALL MATERIALS SHALL BE INSTALLED IN
REV C
z_
MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
PIPESPR
WITH ASTM D 698. CLASS III AND IV
z
MATERIALS SHALL BE COMPACTED ± 2% OF THEIR
OPTIMUM MOISTURE CONTENT.
9.
FILL SALVAGED FROM EXCAVATION SHALL BE
g
FREE OF DEBRIS, ORGANICS AND ROCKS
LINE
LARGER THAN 3".
-
10.
ALL TRENCH EXCAVATIONS SHALL BE SLOPED,
SHORED, SHEETED, BRACED, OR OTHERWISE
BACKFILL
SUPPORTED IN COMPLIANCE WITH OSHA
HAUNCHING
REGULATIONS AND LOCAL ORDINANCES. (SEE
SPECIFICATIONS)
STORM SEWER TRENCH & BEDDING
NOT TO SCALE
21
SUPPORtED IN COMPLRIANCE'WIITH OSHA I E
REGULATIONS AND LOCAL ORDINANCES. (SEE
SPECIFICATIONS)
UTILITY TRENCH AND BEDDING
NOT TO SCALE
NYLOPLAST DRAIN BASIN WITH DOME GRATE
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
(3) VARIABLE INVERT HEIGHTS RECOMMENDATION
AVAILABLE (ACCORDING TO (MIN. MANUFACTURING
PLANS/TAKE OFF) REQ. SAME AS MIN. SUMP)
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE
(ADS N-12/HANCOR DUAL WALL, ADSIHANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905,
CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
(5) ADAPTER ANGLES VARIABLE
0° - 360° ACCORDING TO PLANS
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN. ON 8"-24", 10" MIN. ON 30"
4" MIN ON 8" - 24" BASED ON MANUFACTURING REQ.)
6" MIN ON 30"
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I
8" - 30" OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING &
BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED &
COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536
OUTLET PIPE
RIP -RAP
APRON
OUTLET
NO.
GRADE 70-50-05.
PIPE
SLOPE
(FT/FT)
STONE
DIAMETER
(IN)
O.D.
INITIAL
WIDTH
W1
(FT)
DETECTABLE
LENGTH
L
(FT)
O.D.
24
DETECTABLE
OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.
15
6.0
24.5
WARNING TAPE
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
THIS PRINT DISCLOSES SUBJECT MATTER WHICH
DRAWN BY EBC
WARNING TAPE
UNDISTURBED
3130 VERONA AVE
DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING
H
HAS PROPRIETARY RIGHTS. THE RECEIPT
SEE NOTE
UNDISTURBE
0.028
RD, , GA 30518
RESTRICTIONS. SEE DRAWING NO. 7001-110-065.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
SEE NOTE
EARTH OR
9
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PHNBUF(77 -2443
FAX [phone]
FAX [phone]
ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL),
EARTH OR-�
REVISED BY CCA
PROJECT NO.INAME
l
www.nyloplast-us.con
COMPACTED
zFILL
FINAL
FOMPACTED
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE
CONTAINED HEREIN, OR MANUFACTURE OF ANY
DATE 09-05-13
FINAL
DRAIN BASIN WITH DOME GRATE
-
2
i+m
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
BACKFILL
ILL
DETAIL
6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING.
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
BACKFILL
PIPE
DWG NO. 7001.110.397
REV C
z_
PERMISSION FROM NYLOPLAST. 02013 NYLOPLAST
PIPESPR
z
°
g
INITIAL
LINE
BACKFILL
T
LINEING
BACKFILL
HAUNCHING
,•;,
HAUNCHING
4" BEDDING
4" BEDDING
(MIN.)
(MIN.)
4"
4"
PIPE DIA W
WATER LINE
<12 O. D. OF PIPE+ 12" TO 18"
SANITARY SEWER
GENERAL NOTES
1. BEDDING SHALL BE CLASS I WORKED BY
6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN
HAND.
BE CLASS IV COMPACTED TO 95% STANDARD
PROCTOR.
2. HAUNCHING SHALL BE WORKED AROUND THE PIPE
7. ALL MATERIALS ARE CLASSIFIED IN
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS
ACCORDANCE WITH ASTM D 2321-11.
I OR CLASS II COMPACTED TO 95% STANDARD
PROCTOR.
8. ALL MATERIALS SHALL BE INSTALLED IN
3. INITIAL BACKFILL SHALL BE CLASS I WORKED
MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
WITH ASTM D 698. CLASS III AND IV
BY HAND OR CLASS II COMPACTED TO
°
MATERIALS SHALL BE COMPACTED ± 2% OF
95% STANDARD PROCTOR.
THEIR OPTIMUM MOISTURE CONTENT.
4. INITIAL BACKFILL NOT UNDER PAVED AREAS
9, FILL SALVAGED FROM EXCAVATION SHALL BE
CAN BE CLASS III COMPACTED TO 95%
FREE OF DEBRIS, ORGANICS AND ROCKS
STANDARD PROCTOR.
LARGER THAN 3".
5. FINAL BACKFILL SHALL BE CLASS I, II OR
'3
III COMPACTED AS NOTED IN NOTES. AND 4.O
10. SALOL TRENSCH EXCAVATIONS SOHALLL BE SLOPED,
SUPPORtED IN COMPLRIANCE'WIITH OSHA I E
REGULATIONS AND LOCAL ORDINANCES. (SEE
SPECIFICATIONS)
UTILITY TRENCH AND BEDDING
NOT TO SCALE
NYLOPLAST DRAIN BASIN WITH DOME GRATE
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
(3) VARIABLE INVERT HEIGHTS RECOMMENDATION
AVAILABLE (ACCORDING TO (MIN. MANUFACTURING
PLANS/TAKE OFF) REQ. SAME AS MIN. SUMP)
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE
(ADS N-12/HANCOR DUAL WALL, ADSIHANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905,
CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
(5) ADAPTER ANGLES VARIABLE
0° - 360° ACCORDING TO PLANS
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN. ON 8"-24", 10" MIN. ON 30"
4" MIN ON 8" - 24" BASED ON MANUFACTURING REQ.)
6" MIN ON 30"
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I
8" - 30" OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING &
BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED &
COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536
OUTLET PIPE
RIP -RAP
APRON
OUTLET
NO.
GRADE 70-50-05.
PIPE
SLOPE
(FT/FT)
STONE
DIAMETER
(IN)
THICK.
d
(IN)
INITIAL
WIDTH
W1
(FT)
2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE
LENGTH
L
(FT)
EW#1
24
0.005
OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.
15
6.0
24.5
16
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
THIS PRINT DISCLOSES SUBJECT MATTER WHICH
DRAWN BY EBC
MATERIAL
12
3130 VERONA AVE
DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING
H
HAS PROPRIETARY RIGHTS. THE RECEIPT
DRIVEWAY FES
18
0.028
RD, , GA 30518
RESTRICTIONS. SEE DRAWING NO. 7001-110-065.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
OR POSSESOPLAST
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
DATE 03-25-10
9
{
NyIO laS
PHNBUF(77 -2443
FAX [phone]
FAX [phone]
ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL),
TECHNICAL INFORMATION SHOWN HEREIN
REVISED BY CCA
PROJECT NO.INAME
l
www.nyloplast-us.con
N-12 HP, & PVC SEWER (4"-24")
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
TITLE
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE
CONTAINED HEREIN, OR MANUFACTURE OF ANY
DATE 09-05-13
DRAIN BASIN WITH DOME GRATE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
QUICK SPEC INSTALLATION
DETAIL
6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING.
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
DWG SIZE A
SCALE 1:40 SHEET 1 OF 1
DWG NO. 7001.110.397
REV C
PERMISSION FROM NYLOPLAST. 02013 NYLOPLAST
RI PRA P OUTLET
PROTECTION
NOT TO SCALE
FINISH GRADE
PROP. TAPPING VALVE
PROP. TAPPING SLEEVE
EXIST. WATER MAIN
SERVICE TO
° °R) SITE OR HYDRANT
WATER SERVICE
lit
r
FLAT ROCK OR
a I -I CONCRETE
° aLII -
I�III 111111111111..-111„ILII
CONCRETE THRUST BLOCK
SEE THRUST BLOCK DETAIL
NOTE:
WET TAP AND VALVE MANUFACTURER SHALL BE DETERMINED BY
GOVERNING MUA OR WATER SUPPLIER.
2' SQ. x 6" THICK CLASS B
CONCRETE PAD
VALVE BOX TO SUI -
AND DEPTH C
TEMP BACF
VALVE BC
W,
WET TAMP DETAIL
NOT TO SCALE
ADJUST TOP SECTION
TO FINISH GRADE
ALVE BOX TO BE ENTIRELY
UPPORTED BY CONCRETE
LOCKS OR BRICKS TO SUIT.
ALVE OR BOX MUST NOT
EAR ON VALVE OR PIPE
CRATE VALVE
NOT TO SCALE
CORE DRILL EXISTING MANHOLE
AND SEAL WITH A -LOCK GASKET
AND NON- SHRINKING GROUT
FOR WATERTIGHT SEAL.
1771�
SUITABLE
BACKFILL j\ MANHOLE BASE
\
,�\j\\j REMOVE/REPLACE
INVERT CONCRETE CHANNEL,
SANITARY LATERAL AS REQUIRED
3/4„ o . o OUT SEWER
CLEAN
a
°
CRUSHED o 0 0
•
STONE °-
APPROVED SUBGRADE J FOUNDATION MATERIAL
NOTE:
1. MAXIMUM DROP BETWEEN INCOMING AND OUTGOING PIPES TO BE 2'.
IF OVER 2', DROP MANHOLE IS REQUIRED.
2. SEE GRADING/DRAINAGE/UTILITY PLAN FOR PIPE SIZES, INVERTS AND
ELEVATIONS.
SANITARY LATERAL TO MANHOLE
CONNECTION DETAIL
OUTLET PIPE
RIP -RAP
APRON
OUTLET
NO.
PIPE DIA
Pd
(IN)
PIPE
SLOPE
(FT/FT)
STONE
DIAMETER
(IN)
THICK.
d
(IN)
INITIAL
WIDTH
W1
(FT)
TERMINAL
WIDTH
W2
(FT)
LENGTH
L
(FT)
EW#1
24
0.005
10
15
6.0
24.5
16
EW#2
18
0.005
8
12
4.5
11.5
6
DRIVEWAY FES
18
0.028
8
12
4.5
15
9
RI PRA P OUTLET
PROTECTION
NOT TO SCALE
FINISH GRADE
PROP. TAPPING VALVE
PROP. TAPPING SLEEVE
EXIST. WATER MAIN
SERVICE TO
° °R) SITE OR HYDRANT
WATER SERVICE
lit
r
FLAT ROCK OR
a I -I CONCRETE
° aLII -
I�III 111111111111..-111„ILII
CONCRETE THRUST BLOCK
SEE THRUST BLOCK DETAIL
NOTE:
WET TAP AND VALVE MANUFACTURER SHALL BE DETERMINED BY
GOVERNING MUA OR WATER SUPPLIER.
2' SQ. x 6" THICK CLASS B
CONCRETE PAD
VALVE BOX TO SUI -
AND DEPTH C
TEMP BACF
VALVE BC
W,
WET TAMP DETAIL
NOT TO SCALE
ADJUST TOP SECTION
TO FINISH GRADE
ALVE BOX TO BE ENTIRELY
UPPORTED BY CONCRETE
LOCKS OR BRICKS TO SUIT.
ALVE OR BOX MUST NOT
EAR ON VALVE OR PIPE
CRATE VALVE
NOT TO SCALE
CORE DRILL EXISTING MANHOLE
AND SEAL WITH A -LOCK GASKET
AND NON- SHRINKING GROUT
FOR WATERTIGHT SEAL.
1771�
SUITABLE
BACKFILL j\ MANHOLE BASE
\
,�\j\\j REMOVE/REPLACE
INVERT CONCRETE CHANNEL,
SANITARY LATERAL AS REQUIRED
3/4„ o . o OUT SEWER
CLEAN
a
°
CRUSHED o 0 0
•
STONE °-
APPROVED SUBGRADE J FOUNDATION MATERIAL
NOTE:
1. MAXIMUM DROP BETWEEN INCOMING AND OUTGOING PIPES TO BE 2'.
IF OVER 2', DROP MANHOLE IS REQUIRED.
2. SEE GRADING/DRAINAGE/UTILITY PLAN FOR PIPE SIZES, INVERTS AND
ELEVATIONS.
SANITARY LATERAL TO MANHOLE
CONNECTION DETAIL
U Oo o° °°0 ° 000DU
WYE PLUG WYE IF SERVICE LATERAL
DOES NOT CONTINUE
SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION
SANITARY SEWER CLEANOUT
NOT TO SCALE
Z
P4 w
V w� (DZz w
>�c)w 0
U® of�Z~U_�
F =�(�a=
wP40LUwo_0
z _J Q g
rT�
W � � 2
LU
�wH
0
0 z 2
W WC7 Cn g E
F� z cc
Ir-1� awWw2¢
=��m W�
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T1 � =wow ao
�./ � � 0- _3 to K 0] Co a
0
z b rw a
F -1P4 W Y
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Luzazo
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A¢ w O 0 0 LU 8
W�U)�U)�: 3:�
awowLuLu z
�P zmzzz w
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�F
a� F
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: AS SHOWN
CAD I.D.: SDO
PROJECT:
ROCKINGHAM
GROCERY
FOR
GRDI LLC
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
J BOH LER
E N G IN E E R1 N G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
SHEET NUMBER:
D-102
NOT TO SCALE
THREADED PVC CLEANOUT PL
HEAVY DUTY FRAME AND COVER
W/ LETTERS "C.O." CAST IN COVER
GRADE SURFACE AWAY
FROM CLEAN OUT
1" IN GRASSY AREA
0" IN PAVED AREA
ADJUSTABLE HEAD
NOTE: SEE APPLICABLE DETAIL
FOR BACKFILL AND BEDDING
INSTRUCTIONS.
SIZE OF RISER PIPE PER LOCAL CODES
45° BEND
0. oI
.6000
CRUSHED STONE PER LOCAL CODES
°° 00
000°0°�00;
, ;° o°0000,�
° o /°l
/
0° o o° /
° °
o
°°OOoo
o
z o°
�oo°
°oo. 0° 0
o 00° 0 ////o
°
o .0 00 DIRECTION OF FLOW
U Oo o° °°0 ° 000DU
WYE PLUG WYE IF SERVICE LATERAL
DOES NOT CONTINUE
SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION
SANITARY SEWER CLEANOUT
NOT TO SCALE
Z
P4 w
V w� (DZz w
>�c)w 0
U® of�Z~U_�
F =�(�a=
wP40LUwo_0
z _J Q g
rT�
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�wH
0
0 z 2
W WC7 Cn g E
F� z cc
Ir-1� awWw2¢
=��m W�
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0
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�j Z -, 2 1z
A¢ w O 0 0 LU 8
W�U)�U)�: 3:�
awowLuLu z
�P zmzzz w
� o
�F
a� F
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: AS SHOWN
CAD I.D.: SDO
PROJECT:
ROCKINGHAM
GROCERY
FOR
GRDI LLC
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
J BOH LER
E N G IN E E R1 N G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
SHEET NUMBER:
D-102

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cn FLUSH
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PROPOSED NOTE
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ADA INSTRUCTIONS TO CONTRACTOR
CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP)
ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST
COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS,
REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING
SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE
BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT
LIMITED TO THE FOLLOWING:
• PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN
ANY DIRECTION.
• CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET.
• LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT
EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION.
• PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36 -INCH OR GREATER UNOBSTRUCTED WIDTH OF
TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO
GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR
NOMINALLY 2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), ADA RAMP MUST
BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE
RAMP MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE
THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE.
• DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY
FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. THIS
LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY
ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2003 AND OTHER
REFERENCED INCORPORATED BY COD.)
• WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF
OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING
ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS
FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR
MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT
DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE
COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM
LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS.
• THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY
NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR
TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE
NON -CONFORMING CONCRETE.
IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL
BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION.
GRADING NOTES
• STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR
MANHOLES STRUCTURE TO CENTER OF STRUCTURE.
• CURB REVEALS ARE 6" UNLESS OTHERWISE NOTED. FLUSH CURB REVEAL IS 011.
• SEE SHEET C-1.1 FOR ALL GENERAL GRADING & UTILITY NOTES.
IT IS RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING
CODE OFFICIAL PRIOR TO COMMENCING WORK.
Q
40 20 10 0 40
1 "= 40'
GRADING LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
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OVERHEAD WIRES
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SANITARY PIPE
S S
LIMITS OF DISTURBANCE
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DIRECTION OF DRAINAGE
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TOP & BOTTOM OF WALL
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TW XXX.XX
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GRADE ELEVATION
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SANITARY CLEAN OUT
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SANITARY MANHOLE
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STORM INLET
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STORM MANHOLE
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FIRE HYDRANT
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UTILITY VALVE
•
UTILITY POLE
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Q
40 20 10 0 40
1 "= 40'
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: 1" = 40'
CAD I.D.: SSO
PROJECT:
ROCKINGHAM
GROCERY
iOR
GRDI, LLC
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOH LER
E N G I N E E R IN G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
GRADING AND
DRAINAGE
PLAN
SHEET NUMBER:
C-4,0
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CL w O w w w
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P4♦****♦
cTa
cn
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR151000
DRAWN BY: KRW
CHECKED BY: BTO
DATE: 10/19/15
SCALE: 1" = 40'
CAD I.D.: SSO
PROJECT:
ROCKINGHAM
GROCERY
iOR
GRDI, LLC
LOCATION OF SITE
705 U.S. 74 BUSINESS
RICHMOND COUNTY
ROCKINGHAM, NC 28379
BOH LER
E N G I N E E R IN G
NC, PLLC NCBELS P-1132
4011 WESTCHASE BLVD., SUITE 290
RALEIGH, NC 27607
Phone: [phone]
Fax: [phone]
[e-mail]
SHEET TITLE:
GRADING AND
DRAINAGE
PLAN
SHEET NUMBER:
C-4,0