SW8070323_Approved Plans_20070328

(-) Copyright 2001 Appian Consultinq Engineers. P.A These drawings have been prepared as instruments of service for a particular site or building improvement and remains the property of the Engineer for use under his supervision. No reproduction or other use is allowed without his permission.
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"-'T" ARCHITECTURAL / STRUCTURAL PLANS
LOCATION SKETCH 8-2 O=OUHDQ7O QOH PL&H o DEcT&OLS
NOT TO SCALE 3-3 FLOOR CAL&Hs; FO[ty OSH SCHEDULE o DI2cT&OL3
3_4 ROOF o ROOF GRGaHUNQ PL&HO -D- DIE7&OLS
-5pp C LnCnWL°Q 11 �O�OO G�MOLDMCIS//��ti SITE PLAN LEGEND UTILITY SYMBOLS SITE INFO.
3- 7 B M O L D O H O D E T& O L� END SECTION) dr RIP RAP. OACT ACREAGE. � 8.32 Ac' NUMBER OF
TO REMAIN' D D - - - _ _ _ _ __� ��-, DRAINAGE PIPE. FES (FLARED EMPLOYEES: 5 (Max per shift)
GENERAL SITE PLAN NOTES 3-�lp �3MOLDO[�C� DD [�4�OL�
1. Location and topographical information was taken from an actual field survey performed by Appian Consulting Engineers, PA dated September 2006. Reference Datum LINEAR FOOTAGE BUILDING AREA:
is MSL. Benchmark is an existing railroad spike set in power pole located at the southwestern property. Elevation is 11.69 MSL (NAVD88). o O Q �, O PRO • CURS & GUTTM �� CATCH BASIN, DRAINAGE OF STREET: 234.91 Lf EXISTING: 2,875 Sf (TBR)
2. Boundary information for this project was taken from a map prepared by Powell Surveying Company, PA, dated October 28, 2005. No boundary survey was performed PIPE JUNCTION Box Z�: 8_1 PROPOSED: 6,992 s.f.
at this time. Boundary information is shown for reference only. Consult Professional Land surveyor for boundary data. MECHANICAL ENGINEERING PLAX - TOTAL: _ 6,992 SA
3. Wetland information for this project was taken from a map prepared by Powell Surveying Company, PA. dated February 2, 2006. The map was stamped preliminary. tr' - 09 Lr' L U llt/ll B O H1 O P L & H Pao s�1t1 TEE, G.V. & FIRE HYDRANT MINIMUM BUILDING SETBACK:
4. Storm drainage pipe if shown, is to be Class III reinforced concrete meeting ASTM C-76, latest revision. n�//�� (n��n (�LL.��� MM //�� (� FRONT: 35, SIGN AREA 120 SA. o Rood
5. All materials, construction, workmanship shall meet the Town of Beaufort Manual of Specifications, Standards and Design, if available. U�'/U -1 H ISO H u�=.1 U�..1 O O L,=,� L U' L G=.1 O� N /BLOCKING SIDE: 15, _ 120 S f. O 81dq
6, All concrete is to be minimum 3000 psi at 28 days,air entrained except dun ter d to be 4500 psi, unless otherwise now on the plans. tinnn /e� {{�� MM M nn nn M { Ex .AREA LIGHT '� 8' S.S. & MANHOLE REAR:
15 SIGN HEIGHT: 20'(Max)7. All signs, pavement markings, and other traffic control devices shall conform to the Manual on Uniform Traffic Control Devices, latest edition as amended, and are !�N o O o �' o CoZ !r� W Q V Ir' L Lr,1 UV -�
MAX. HEIGHT: 35'
C T CLCEC�THDC &L LOC�N70[IC� LOCATION:
the Contractors responsibility. o e MIN LOT FRONTAGE
�7 TEE at G.V. W/BLOCKING CITY: TOWN OF BEAUFORT
8. The contractor shall be responsible for all work zone traffic control in or adjacent to NCDOT or City right-cf way. All methods shall conform to the Manual on Uniform o L O OO Q L n O Vl! N �osEE AREA LIGHT O SETBACK: _ 60' STREET ADDRESS:
Traffic Control Devices (MUTCD) and NCDOT standards. R I DENOTES STOP SIGN LOCATION MIN. LOT SF.: 51000 Sf 1791 LIVE OAK STREET
9. Work within the NCDOT right-of-way shall conform to NCDOT standards and specifications., CIVIL MUNICIPAL PLANS DENOTES10. Contractor shall saw -cut to provide smooth transition at tie-in to existing edge of pavement where applicable. CONLJWTDENOTES STREET NAME LOCATION - BEAUFORT, NC 28516
11. Contractor shall comply with all pertinent provisions of the 'Manual of Accident Prevention In Construct:. issued by AGC of America, Inc., and the Safety and O � � � ®� � � �e � L p � O � � O 4 �o L Q � ,fir COUNTY: CARTEREETT
Health Regulations for Construction issued by the U.S. Department of Labor. nn (�finn (�
WATERSHED STATE: NORTH CAROLINA
12. Existing utility Locations shown, if any, are approximate and shall be verified in the field prior to beginning wor°f Contractor shall contact NC One Call Center at CIE-2 D E lA'JlJ O L O T O O N U'' L &e J�
__- -��-_ __ Ex EIEc. ta+E
EX. IMPERVIOUS AREA:
1-800-632-4949 for locations of existing utilities prior to beginning corlsUuction. 3 mo�o__ nn nn V I ��& r� -'
13. All disturbed areas shall be landscaped and seeded within 15 days of completion of construction. O o O toy V O L O ���Unn U'" L G=3 UV 0.066 Ac 0.80 X REQuIR D INFO.:RK
O 4 (3R LQ D O H® IP L Q H ar clslc 1 REQUIRED N0. PARKING SPACES:
14. On waterlines, "Megalug' joint restraints may be used in lieu of concrete blocking at fittings normally required to Have concrete blocking. Verify acceptability o e e o e -�"�- - PRO. IMPERVIOUS AREA:
with Munw4palrty before employing for approval �j 0.71 Ac &54X RETAIL 3.5/ 5f„
n �y x_ 3.5/1000 Sf.
15. Any relocation of existing electneal facilities will be at the aeveiopees expense. !� O E - 5 Cc�/R & D 0 H 8 IP L & a (c� o n is O niMl nu s d)(� /� ��yy REQ. 19.31 i 20 SPACES
18. Proms y is not located in a FEMA mapped flood area or Flood Hazard zone per F E MA map 372073MYJJ, dated July 16, 2003. O E - 6 L Q tl�.! DD O O Q P E o LOON I.I OHO P L Q UV - - z z - -- EX sArxT stv sEwmehR AREA DISTURBED
17. Owner is responsible for determination or discovery of existing underground storage tanks (UST), sepP Wanks, abandoned utility lines, graves or cemeteries that PHASE is 1.63 Ac. WAREHOUSE: 1475 Sf.
may exist on the site. t� f� I ;�f1 �o `! J e f�11 - PHASE 2: 3.4 Ac. X 0.7 1000 Sf.
18. Contractor shell exercise extreme caution when working under, around, and/or adjacent to existing power lines. CM-7 fILL�S R O 3 O O I�fVtft1 Lai U��fE D. V� � 1,� 4 7 R (O L Ir��j� L QI11�V� r C�
19. Silework handicap signage, surfaces, grades, pavement markings, etc., to comply with ADA requires-wf O E - 8 E OR O O O O H O O M 7 R O L H O 4 FE S A D L5 U & O L V - w- - Ex. WA � Aw REQ. - - --1y0J�= 2 SPACES -
TOTAL: 5.03 Ac. � - -
20. Contractor will be responsible for providing all pavement markings in his bid. All lines are to be 4' white unless otherwise noted. O o O O O r\ n O O r\ n O L D G=J O LV TOTAL. REQUIRED: 22 SPACES
21. Site contractor is to assume responsibility for all water and sewer utilities from a point V outside of twiWng to point of public connection. f� �1 M �a H n � r H �,(R f�I {�� /.� 950 - "Sw ' � �
22. Ali site plumbing is to meet the NC State Building Code Volume 11, Pk rd*V. O E- U O O O H S T R U O U O O H H O 7 E S & D E T 1�=,1 O L
23. Do not pour any concrete before forms are inspected and approved by the project engineer. Failure to do so may constitute removal of worts performed at O O O O O ©M D /� PROVIDED NO. PARKING SPACES:
UH D E �� & U L � t � '0 TYP. PARK SIZE: 9'X18�
Conlradors oust until made satisfactory by the Engineer, o .-.__
24. Site disturbance is more than 1 acre therefore an erosion Control permit has been applied for. No wort, shall begin on site until an approved copy of the erosion '9 (�(j (j (� H REGULAR: 34
control permit has been obtained from the review agency. All additional erosion control items that are instal led that are not shown on the plans, shall be approved by O o U O O uv v O O ©IJV D G=J O L HANDICAP STD: 1
the local agency or the Engineer before installing in order to approve for payment. Items not approved will be installed at the contractors expense. °°s11 cR�E
25. All curb and gutter returns shall have a 20' radius, unless shown otherwise. Provide handicap ramps at all returns. HC VAN ACCESSIBLE: t
26. Contractor shall watch for any potential upgrade depressions adjacent to and behind proposed curb. Should any be detected, fill to provide positive surface TOTAL: _ AA
drainage over top of curb. DEVELOPED p Y s ' o�.� GRA L OTHER: 1 LOADING BAY 12'WX55'L
27. All curb and gutter within NCDOT right-of-way shall be 30" standard curb and gutter.
28. Electric power is to be placed underground, and shall be installed, if posa+tue, before curb, pavement, and seeding of adjacent area. Coordinate with utility agency. C A R T E R E T COUNTY BOARD O F ALCOHOLIC BEVERAGES
Do nm
riot seed and mulch behind curb until underground electric has been installed. Coordination of electrical placement "I be the sole responsibility of the Contractor.
29, This aite is not located within a Watershed Protected Zone. 410 LIVE OAK STREET '
30. Existing or new, operable Manholes or Wetwells qualify as "confined' and require compliance with OSHA'Confined Access Entry' requirements. Certified equipment, �.`��� •F E" �0• �,y';
proper notification and other applicable equipment and/or devices may be necessary to protect workers, after system is operational from hydrogen -sulfide gas build up BEAUFORT, NC 28516
or an otherwise oxygen -less environment.
31. All handicap ramps are to meet "ADA Accessibility Guidelines for Buildings and Facilities' as detailed in Federal Register, Vol 58, No. 144 dated July 26, 1991, rules = SEAL
and regulations activated January 26, 1992. also refer to North Carolina State Building Code Volume 1-C, "Making Buildings and Facilities Accessible To and Useable (j3 U L cT (�(j `� 029958
by the Physically Handicapped O latest edition. H 6% H U
32. Contractor is to bring building pad to within 0.1 foot of the subgrade level. See bidding notes, specs, or sons report for clarification of potential surcharge area. '�.j ' •�C I NEE . ' Gj'���
33. Unless noted otherwise, all trees not marked to be removed are not to be disturbed. They are to be protected from damage by equipment during construction. SOULS & H Q L V S U S 9
34. The contractor shall be responsible for the repair of any pavement or existing utilities that may be damaged due to construction activity. Exercise caution.
35. It is common for revisions to occur to the sealed drawings during the permitting and bidding phase. As a result, only plans signed and dated by the Engineer of S & E C FW Drawnv
Record in the 'Approved for Construction" certificate (in addition to the signature and date over the seal) and, if applicable, also bearing the signature and data of SOIL &ENVIRONMENTAL CONSULTANTS P A. Review '
the applicable local government authority reviewing and approving the plans, will be considered the Approved Construction Drawings. These plans only are to be used ! p, `�" poeft Y
for construction. Work either staked or constructed from plans stamped 'Preliminary or with the signature missing from the "Approved for Cation" certificate will 11010 RAVEN RIDGE ROAD
be considered unacceptable for construction. The contractor shall be responsibb for remediating and correcting all conflicts created by him, at his own expense, PERMIT APPROvALS:
which may be at variance with the Approved Construction Drawings. R A L E I G H, NC 27614
36. Building Contractor shall be responsible to verify the minimum building setback requirements with Me building irmspectiohs office before cor>sinuction. SEWP H (919) 8 4 6 5 9 O 0 FAX [phone] N.C. coup CR MI SYSTEM:
N.C. DEHNR PERMIT N0: ' DATE: •
37. All construction debris shall be disposed of off -site in a state permitted landfill. '� - - -
38. Owner to be responsible for sign permit and sign placement. The sign placement on the plans only shown as potential location. Verify location with Owner prior to WATER DISTRIBUTION SYSTEM:
installation. NEC n n HUC n n ( N(3"OHIMERONQ IPn /� HSe N.C. DEHNR PERMIT N0 DATE: •
39. The cost for power pale relocation is to be home by ttme Developer. Contractor is to coordinate reIAC.�Lbn with time Department of Utilities. No power poles are lMJ I.�C w (r� w [�1 LLB (S, w I.I\J (� w (1" LV (nj w
expected to�•e VG ENGINEERING GROUP P.C. ol 40. The location of the topsoil stockpile shall be Coordinated with Developer. The proposed site shown may be moved a located elsewhere on property. Verity with ! REVISIONS
Owner/Developer prior to placement of stockpile. 874 COUNTRY CLUB ROAD
41. Contractor is required to provide "as -built" drawings for Engineer upon completion of construction. Note any deviations from the original plans. Plans are to reflect N0. p DATE: DESCRIPTION: BY: CAD: received
the actual location, materials and depth of facility along with valve fie' -downs Failure to provide as -built drawings may delay project and require at contractors ROCKY MOUNT, NORTH C A R O L I N A 27804 G� � p DEN ER CI)u11ENT_ �--
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APPIAN CONSULTING ENGINEERS, P.A. DIVISION OF WATER QUTAUI►
841 South Wesleyan Blvd. Rocky Mount, N.C. 27804
Phone: ` (2) 2) 9 2-7703
Fax; 2b2 72-7638
Email: adi minOoppionengineers.com
World Mande Web: www.oppionengineers.com

.— .,.. -,nc,i n...,,,,,, r,,.,.: � ,., i .,.,,,.....,.. i I :. Tr,. irnwv, r•; have- L,een oreUared us instruments of service for a porticulor site or buildinq improvement and remains the property of the Enqineer for use under his supervision. No reproduction or other use is allowed without his permission.
PAVEMENT SECTIONS
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These plans are for bidding purposes only and
are not to be used as Construction drawings
unless initialed and dated as approved for
Construction below by the Engineer.
Approved for Construction:
Date:
RECORD DRAWNIW
These drawings are believed to be a correct
representation of actual field conditions but
are not warranted as such.
By: Date:
CONSTFMTM SAFETY
These drawings do not contain the requirements for
job safety. All provisions for safety shall be the sole
responsibility of the contractor.
The contractor shall be responsible for reviewing all
existing job conditions. Any adverse existing conditions
affecting work shown on these drawings shall be
brought to the attention of the engineer for possible
clarification or reconciliation.
ADA AND LEGAL DISCLAMER
This document is not represented to comply with all
requirements contained in the ADA or other laws.
Engineers are not licensed to interpret laws or give
advice concerning laws, the owner should have this
document reviewed by his attorney to determine
legal compliance.
PRO. WELL LOCATION. WELL
CONTRACTOR TO COORDINAT
WITH SITE CONTRACTOR ON
SERVICE LOCATION AND
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CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL &
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
- ROCKY MOUNT: -
841 SOUTH WESLEYAN BLVD.
ROCKY MOUNT, N.C. 27804
PHONE: [phone]
FAX: [phone]
- WORLD WIDE WEB: -
www.appianengineers.com
adminOappionengineers.com
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PAVEMENT SEC11ONS 1
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d PERVIOUS CONC.
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PAVEMENT SECT.
these drawings have been prepared as instruments of service for a particular site or building improvement and remains the property of the Engineer for use under his supervision No reproduction or other use is allowed without his permission.
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These plans are for bidding purposes only and
are not to be used as Construction drawings-------------------�_----.-----------------------__________________
unless initialed and doted as approved for 6' LANDSCAPE EASEMENT
Construction below by the Engineer.
Approved for Construction:
Date: _
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These drawings are believed to be a correct \�
representation of actual field conditions but , \
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N/r JOYCE V. GIBBS
LOT 4, THOMAS GIBBS HEIR
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These drawings d notcon ain the requirements for
job safety. All provisions for safety shall be the sole
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EXKnM CONDITIONS
The contractor shall be responsible for reviewing all
existing job conditions. Any adverse existing conditions
affecting work shown on these drawings shall be
brought to the attention of the engineer for possible
clarification or reconciliation.
ADA AND LEGAL DISCLA ER
This document is not represented to comply with all
requirements contained In the ADA or other laws.
Engineers are not licensed to interpret laws or give
advice concerning laws, the owner should have this
document reviewed by his attorney to determine
legal compliance.
N/F JOYCE V. GIBBS TBM RR SPIKE IN
LOT 2, THOMAS GIBBS HEIR
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CONSULTING ENGINEERS, P.A.
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STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
- ROCKY FOUNT: -
841 SOUTH WESLEYAN BLVD.
ROCKY MOUNT, N.C. 27804
PHONE: [phone]
FAx: [phone]
- WORLD WiDE WEB:
www.appianonginears.com
adminOoppionenginsers.com
SEAL
029958
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------------------- ----- -________________________----- _
N \:7!
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I I - --..
l u l I I 10.1
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FM OUT 10.101 w 1 y \
\I I I INSTALL 8'W x 25 L x 12 D CLASS B RIP I IC W y • y , y w k �L • y `I'
N I RAP PAD W/MIRAFI 14ON FILTER FABRIC.
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II rl-----------------------------------------1---------------------------a--'='-�--�-
--------------------------------------------------------------------------------------------------------------------------------- �y
1 .L y
+ i-
I I + +
u
ZOLLER 30* ACCESS F R do LID
ZOELLER OUTDOOR (EPDXY RISER FOR Wf- TIGHT)
ALARM MOUNTED
ON BUILDING
EX. GRADE 9.25t—
------------
TO ALARM- --- - -- --
'
3/4- CONDUIT TO POWER - - - - - - -
SOURCE
J-BOX
TOP 7.75
U
BEFORE
YOU DIG
o CALL TOLL FREE
1- 800-
632-4949
NORTH
CAROLINA
ONE -CALL
CENTER
These plans are for bidding purposes only and
are not to be used as Construction drawings
unless initialed and dated as approved for
Construction below by the Engineer.
Approved for Construction:
Date:
BOUNDARY DESCRIPTION SHOWN
IS NOT FOR RECORDATION.
RECORD DRAWINGS
These drawings are believed to be a correct
representation of actual field conditions but
are not warranted as such.
By: Date:
CONS'T WTiON SAFETY
These drawings do not contain the requirements for
job safety. All provisions for safety shall be the sole
responsibility of the contractor.
EXISTING CONWK)NS
The contractor shall be responsible for reviewing all
existing job conditions. Any adverse existing conditions
affecting work shown on these drawings shall be
brought to the attention of the engineer for possible
clarification or reconciliation.
ADA AND LEGAL DISCLAWR
This document is not represented to comply with all
requirements contained in the ADA or other laws.
Engineers are not licensed to interpret laws or give
advice concerning laws, the owner should have this
document reviewed by his attorney to determine
legal compliance.
GROUT OPENING
W/ NON SHRINK GROUT
8' PVC O 1.00R--\
INV. IN 5.
M.H. STEPS BY MA -
INDUSTRIES PS1-PF
ZOELLER 1 HP P
EXTENDED BASE
8'
TYP
TOP OF BERM
11.60
INLET 4' PVC
Q
�J MAX STORAGE LEVEL
FM 10.10
ALL VALVE do UNION
�/—..._..._..._..._ .
—...—...—...—...—...
BOTTOM OF INFILTRATION
(T I CL MATERIAL
(TYPICAL)
BASIN 10.10
N
TO 4* ENLARGER
7;2*
sxy---------
---------- !z.GRADE
-----------------------
MOVE 4' OF SOIL
C`!LEX 6YWW WATER
_ _ _
z. REPLACE W/
S NO FROM ONSITE
4' PVC
MATERIALS.
1
SOILS
1
INSITU _/
1INFILTRATION
j1
BASIN
CROSS
SECTION
1 1
FLAT TOP W/ 2.5' DIA.
N.T.S.
OPENING
J 4' DIA. M.H ='
I
8-'
(PRE CAST, 1
TYP.
1
I
a
I
1
a
I
I
1
1
1
1
1
1
°
1
1
i
1
1
1
J
I 1
1
1
1
1
1
PUMP ON ELEV. 5.40
n 1
1
1
I i
1
N
ALl
PUMP OFF ELEV. 2.90
U■®i.rrn1
LIFT STATION FLOOR ELEV 1.90'
in
•--- —MIN. 12- # 57 STONE
NOT TO SCALC
PARTS:
ALARM CONTROL BOX
10-0333
LEVEL CONTROL
10-0032
J-BOX
10-0777
RISER W/ LID (30-)
172-00d5
PUMP (1 HP - N 161) - NON
AUTOMATIC (CONVERT TO AUTOMATICI)
FAIL TO START ALARM
N/f ✓OYCE V. GIBBS (L0T 2, THOMA5 GIBBS frt /N',)
MAP BOOK 1, PAGE 56
SCALE: 1' = 30'
MR
0 30 60 75 90 105 120
FILTER SOCK INSTALL PLUG/CAP AT END
DRILL 1/2'DIA. HOLES �—
I 5' O.C.
I
O CD
�120*111
• DRILL 1/2' DIA. HOLES AT 5' O.C.
• WRAP ENTIRE PIPE LENGTH IN FiLTER SOCK
2' PVC UNDERDRAIN
N.T.S.
VULCAN V-4867-1 2x3 D.I.'s
HEAVY DUTY GRATE do FRAME
FRAME do COVER WEIGHT = 456 LBS
WEIGHT MAY NOT DEVIATE BY MORE THAN -5.0%
12 IN? NET OPENING
CENTIPEDE SOD (WILL BE INUNDATED W/ WATER
MORTAR COLLAR
FOR APPROXIMATELY 1.5 DAYS.)
MAX 8' WITHOUT
PRECAST
APPROVAL FROM ENGINEER
REINFORCED CONC.
SEE NOTE 4
17 MAX STORAGE LEVEL
BOX OPTIONAL4ff�
°
— — — — — —
d
TRASH SNOUT
2" UNDER DRAIN PIPE
5
5
° FOR PRECAST BOXES,
JOINTS TO BE SEALED
UNDERDRAIN
WiTH BUM RUBBER
(SEE DETAIL)
(S
JOINT SEALANT
POND LINER
B PVC
INSTALL CAP W/ 1.5- DIA.
------------------------
----- -------------------
BOTTOM OF POND
HOLE DRILLED FOR OUTLET
-------
SEE PLANS FOR
ORFlCE (ENSURE ORIFICE
I I (
ELEVATION
AT LOWEST END)
8' TYP.
2' SUMP
a
r ----- ---- ,
PVC I L I I I
°
�-3* TYP.
-8"
I I ` �-2X3 D.I. PER DETAIL 703.05A
1
I!
°
I
L�J
T3,000
,�
PSI CONC.
STORAGE POND CROSS SECTION
(TYP.)
703.05
2' x 3' DROP INLET
N.T.S.
NOTES:
1. USE EITHER CONC. BUILDING BRICK-ASTM C55,
GRADE N, TYPE 1 DR CLAY BRICK-ASTM C32, GRADE MS.
2. MORTAR TO BE TYPE M.
3. CONCRETE PIPE TO BE CLASS III
4. MIN. DEPTH = 7-1' (TOP OF GRATE TO INVERT)
5. PRECAST BOXES 10 CONFORM TO LATEST ASTM C-913
6. PRECAST BOXES CONCRETE STRENGTH TO BE
A MINIMUM 4.000 PSI AT 28 DAYS
N.T.S.
NOTES:
1. EXCAVATE 2' BELOW BOTTOM OF PROPOSED CONTOURS TO INSTALL THE POND
LINER. REPLACE MATERIALS W/ SAND MIXTURE FROM ONSITE MATERIALS.
2. 2" UNDERDRAIN IS TO BE INSTALLED TO DRAIN THE EXCESS WATER IN THE SOIL
WITH IN 5 TO 10 DAYS.
3. PLACE CENTIPEDE SOD UPON COMPLETION OF BACKFILL OF SAND MATERIAL
AND DRAINAGE CONSTRUCTION.
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AppmiAn
CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL do
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
- ROCKY MOUNT: .
841 SOUTH WESLEYAN BLVD.
ROCKY MOUNT, N.C. 27804
PHONE: [phone]
FAX: [phone]
- WORLD WIDE WEB: -
www.appionengineers.com
adminOappionengineers.com
SEAL
029958 =
w.
r9 1aJ Drawir�p
Review Purposes ONLY
C[ Q �>
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SEE PLANS FOR , CD
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(0 Cap yr ignl . : it App,,i ;nsultlnq Lngineer,,, P A drain have been prepared as instruments of service for a particular site or boildinq irnprovernent and remains the property of the Engineer for use under his supervision. No reprodo( tion or other use is allowed without his pvrrrut,r;ion
BEFORE
YOU DIG
1 TOLL FREE
1-800-
32-4949
NORTH
AROUNA
IE-CALL
ENTER
BOUNDARY ESCpdpTK)N SHOWN
IS NOT F04ECORDATION.
CONSTRUCTION SA7y
These drawings do notontain the requirements for
job safety. All provisic for safety shall be the sole
responsibility of the coyctor.
EXISTMVC COIDTIOk
The contractor shall be sponsible for reviewing all
existing job conditions. A adverse existing conditions
affecting work shown othese drawings shall be
brought to the attention qhe engineer for possible
clarification or reconciliatio,
12�R7-8 or R7-8a
ON O.OtiC1" ALUM.
SIGN BLANK
2ESER2
GREEN
BLUE
WHITE SYMBOL
WHITE BACKGROUND
MAXIMUM
PENALTY R7-8D
050
VAN VAN -ACCESSIBLE
ACCESSIBLE SIGN AT VAN
* SPACE ONLY
INCREASE TO 84" WHEN
PEDESTRIAN PATH FROMto
o
CAR TO WALK PASSES 1
BY OR UNDER SIGN.
GALV. STEEL CHANNEL
SIGN POST 2//ft. w/
3 1/16- WADE FLANGE PLACE —PLACE 4" SCH 40 PVC
1//SLEEVE IF PLACING SIGN
IN CONC. S/W AREA
• •
II
II z
II �
II b
II �
II
II
u —
408.02 — R7-8
HANDICAP SIGN
NOT TO SCALE REV. 11-7-00
6
2' MIN,
SLOPE
(2) 4- PVC SCH.
INV OF PIPE-FLO
LINE OF GUTTER
111-1 11-1 11-1 11-1111 -1 11-1 I I_�
• 4I -111
FOOTING _ - T - 1 SUPAC FABRIC OR EQUAL
SUBGRADE T- , f y - LAP 6" - 9")
— < (WOVEN FABRIC NOT ALLOWED)
PERVIOUS F1L
6
4" PVC SUBDRAIN PIPE OR, ONE PIPE DIAMETER IF
m (PERFORATION'S DOWN) 1 PIPE LARGER THAN 6" IS
SOLID WALL 11 SPECIFIED.
/467 OR #67 CRUSHED STONE
708.11 - STANDARD SUBDRAIN
NOT TO SCALE REV. 7-25-94
6'-8" HIGH x 8' THICK
(2) 4" PVC SCH. 40
INV OF PIPE -FLOW
- UNE OF GUTTER
12- FI -
0-4UMPSTER
CONC. FILL
l=_ _
L N
6" DIP OR - I
STEEL PIPE
6" CONC. PAD
-1 _1_ 4000 P.S.I.
(2) 4- PVC l
6x6 WWF
W29 x W29
1/2" PERIMETER I I •< 4 ,
EXP. JOINT
'' 111'=III-111-11'
III -I i l-1 I I;
00
1 I I it II II I I COMPACTED
3000 P. S.I
1'-4" I I SUBGRADE
CONCRETE I
I L--J 1
I 1
I 1
409.02
SCREEN FENCE LAYOUT
AND DUMPSTER PA
SCALE: i- - 4' REV. 4-11-94
NOTES:
1. ALL MATERIALS ARE 100% PREMIUM GRADE "WESTERN RED CEIIER" IN NATURAL FINISH.
ALL SURFACES ARE TO BE ROUGH SAWED.
2. ALL BOARDS ARE TO BE:
A NEAR BLEMISH AND KNOT FREE
B CONTAIN TIGHT KNOTS ONLY (KNOTS THAT DO NOT FALL OUT)
C OF UNIFORM THICKNESS AND WIDTH
D ROUGH SAWN WITH NO TRACES OF BARK, ROLLED AREA'S., SPLITS OR CRACKS
3. ALL SUPPORT RAILS AND SUPPORT POSTS ARE TO BE:
A)) CCA- TREATED
B) UNIFORM iN SIZE AND APPEARANCE
C)) CONTAIN TIGHT KNOTS ONLY
4. ALL FINISHED SURFACES ARE TO MATCH BUILDING COLOR.
6"
6- DIP FILLED WITH
z CONCRETE & PAINTED
TO MATCH EXTERIOR
BUILDING COLOR
0
-FINISHED GRADE
D •7 t
• co
-I 11T I i'ill "T
111
z I-_111 _III_-1tI_
lilll, !, CONIC. PA. I
I z 18" DIA. CONCRETE
M FOUNDATION
-
M
GUARD POST
—
NOT TO SCALE
WIDTH AS NOTED ON
6"
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FLUME TYPICAL SECTION
NOT TO SCALE
-PARKING LOT- SLOPE AS NOTED ON PLANS
_ TERMINAL END DETAIL
NOT TO SCALE
11=1 I I-1 I I I —I I I —I 111=
-III=III=1 11= -III-III- 4 .
RIP RAP AS NOTED ON PLANS
N
TURN DOWN EDGE
FILTER FABRIC BELOW RIP RAP
709.03 = TYPICAL
CONCRETE FLUME
NOT TO SCALE 9_1-94
NOTES:
1. ALL CONCRETE TO BE PLAIN 3,000 P.S.I. AT 28 DAYS AIR —ENTRAINED
2. SCORE FLUME AT 10 Ft. INTERVALS. PROVIDE 1/2- EXPANSION JOINT
AT 90 Ft. INTERVALS AND WHERE FLUME ABUTTS OTHER STRUCTURES OR
CONCRETE PAVEMENT
VERTICAL WALLS MAY BE USED UP
TO A MAX. OF 5 ft. BELOW GRADE. -
GRADE
�%
a
W®
<0
oW
I �
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vNi 1 L—
z 1 5 PIPE
GRADE /
4l EXCAVATED
/ MATERIAL
A --SLOPE TO CONFORM WITH
OSHA REQUIREMENTS SUB-
PART P. FOR DEPTH OVER 5 ft.
THE CONTRACTOR MAY AT HIS OPTION,
DEPENDING ON SOIL CONDITIONS OR DEPTH
OF TRENCH EXCAVATION, USE THE ABOVE
1 TRENCH EXCAVATION DETAIL OR USE SHORING
1.5 AND BRACING. ANY SHORING AND BRACING OF
TRENCHES SHALL CONFORM TO ALL APPLICABLE
O.S.H.A. REGULATIONS.
UNDISTURBED SOIL NOTE: 1. 4' MIN. COVER FOR WATER MAINS
2. 3' MIN. COVER FOR SEWER
801.04 — STANDARD
TILITY TRENCH DETAIL
NOT TO SCALE
CISP, PVC, OR VCP
(FOR SIZE SEE
SITE PLANS) --\
PLAN
N
8" x V-6" x 1'-6"
CONCRETE PAD
NOTE:
WHEN SEWER CLEAN OUT IS
IN PAVEMENT IT MUST BE
INSTALLED INSIDE A VALVE
BOX WITH 'SEWER' COVER.
ELEVATION - CLEANOUT IN
REV. 6-21-95
PLUG (SEE PLAN FOR
TOP ELEV. OF CO.)
SCREW TYPE PLUG
(BRASS) MUST BE
2" BELOW GRADE
4
FIN. GRADE SCREW TYPE CONC. PAD
(EARTH) PLUG (BRASS) V-6" x V-6' x 6"
i=I 1 I'
i
�-t! I I 11 1
� I I � = -
-1
CLEANOUT
` CISP TO
SURFACE
so' BEND
CISP, PVC, OR VCP
(SEE PLANS FOR SIZE)
ELEVATION - CLEANOUT IN EARTH AREAS
FIN. GRADE SCREW TYPE
(PAVED) PLUG (BRASS)
,-_III„I 11= =1 IF -
Fill I I I;I �I I I III=11 I�
SEWER PIPE
(FOR SIZE SEE PLAN) 6" CLEANOUT
CISP TO
SURFACE
4 0
e. 1
1/2 DIA. A o
INV. (SEE PLANS) CONC. PAD
z'-6-
2•-0" x 2'-6" x V-0"
ELEVATION - CLEANOUr IN PMW94G LOT AREAS
809m01 TYPICAL CLEANOUT
NOT TO SCALE REV, 5-25-00
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CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL do
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
- ROCKY MOUNT: --
841 SOUTH WESLEYAN BLVD.
ROCKY MOUNT, N.C. 27804
PHONE: [phone]
FAX: [phone]
- WORLD WIDE WEB: --
www.appianengineers.corn
adminOcippionengineers.com
i
SEAL
029958
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MAP BOOK 1, PAGE � ' `� \ \`,\`�1'\ ,`, 1 �
\ \ 5.46S 27'22'08"E 1575.74'
------------------ - - _... -.. -- - - -- �,----T---------------------------------
- — — �- 6' LANDSCAPE EASEMENT
\r—..._... _... _... D-3 15 SIDE MBL " �� '__ _, - \ i \ \\ \�� 3 v
`, .\ ,'. __ ,__ \ •\ AREA 1.3 � ,11\ \`� \� \ , `' v_
INV. 12" ivI 'v 7.50 `v`�v
\'. \� ;• \ , „ c \ \ \ \ \
PW
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IN
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a` \�`'` AREA 1 \` lb
V
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-
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0.16 Ac. Pi
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0.01 Ac. PRO. STORM
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-
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AREA 2.1 ` +
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15' SIDE MBL
41 IA
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------- --\�\,-------------------- ---_— 6' APE EASEMENT \ \ - \ \\
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CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL do
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
- ROCKY MOUNT: -
841 SOUTH WESLEYAN BLVD.
ROCKY MOUNT, N.C. 27804
PHONE: [phone]
FAX: [phone]
- WORLD WIDE WEB: -
www.appianengineers.com
adminOappianengineers•com
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