20100617 Ver 1_Site Plan_20101012

Project: 50243.00 - Walgreens - Denver,NC - File Transfer - 50243.02 - Walgreens Store... Page 1 of 2
Project: 50243.00 - Walgreens - Denver, NC - File Transfer - 50243.02 -
Walgreens Store No. 13036 - NCDWQ Stormwater Submittal
Daniel McGlamery [[e-mail]]
sent: Tuesday,October 12, 2010 4:03 PM
To: Strickland, Bev
A File Transfer has arrived on the ColeJenest&Stone,P.A.Info Exchange site.
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Project Name: 50243.00-Walgreens-Denver.NC
Project Number: 50243.00
From: Daniel McGlamery(ColeJenest& Stone.P.A.)
To: Beverly Strickland(NCDFNR)
CC: Todd Fisher(ColeJenest& Stone.P.A.)
Subject: 50243.02-Walgreens Store No. 13036-NCDWQ Stormwater Submittal
Sent via: Info Exchange
Expiration Date: 10/27/2010
Remarks: Beverly,
Per your request, I have attached the PDFs of the stormwater submittal
for Walgreens in Denver, NC dated 09/29/10.
Please let me know if you have any questions or have any issues
accessing the files.
Thanks,
Daniel J. McGlamery, El, LEED AP
COLEJENEST& STONE, P.A.
150 Fayetteville Street, Suite 950
Raleigh, North Carolina 27601
Tel [phone]
Dir 919-645-5968
Fax [phone]
www.colejeneststone..com
This information is intended ory for the use of the recipient or entity to which it is addressed. It may contain
information that is privileged,confidential and subject to copyright. Any unauthorized use,copying,review,
retransmission or disclosure is strictly prohibited.
Transferred Files
Name Type Date Time Size
CVI_O.pdf PDF`File 10/12/2010 12:11 PM 547 KB
CV2_O.pdf PDF File 10/12/2010 12:11 PM 588 KB
CV2_1.pdf' PDF File I0/12i2010 12:11 PM 497 KB
CV3_0.pol' PDI:File 101/12/2010 12:11 PM 863 KB
CV3_I.pdf PDF File 10/12/2010 12:11 PM 876 KI3
C:V4 O.pdf PDF File 10/12r'2010 12:11 PM I?18 KB
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 10/13/2010

Project: 50243.00 - Walgreens - Denver,NC - File Transfer- 50243.02 - Walgreens Store... Page 2 of 2
CV4_1.pdf PDF file 10"12�2010 12:11 PM 734 KB
CV-5 0.pdf PDF File 10/112010 12:21 PM 1.029 KB
CV6 0.PDF PDF File 10/12/2010 3:42 PM 1.618 KB
CV6 ].PDF PDF File 10/12/2010 3:42 PM 1.350 KB
CV6 2.PDF PDF File 10/12/2010 3:42 PM 1.360 KB
CV6 3.1'DF PDF File 10/12/2010 3:41 PM I.739 KB
CV7_0.pdf PDF File 10,12/2010 12:18 PM 1,331 KB
CV7_1.pdf PDF File 10/12/2010 12:18 PM 603 KB
CV7,_2.pdf PDF File 10/12i2010 12:19 PM 592 KB
C'V7_3.pd1' PDF File 10/121/2010 12:18 PM 535 KB
CV7_4.pdf PDF File 10/12/2010 12:18 PM 632 KB
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Daniel J. McGlamery, El, LEED AP
COLEJENEST&STONE, P.A.
150 Fayetteville Street, Suite 950
Raleigh, North Carolina 27601
Tel [phone]
Dir 919-645-5968
Fax [phone]
www.colejeneststone.com
Think before you ink.
This information is intended only for the use of the recipient or entity to which it is addressed. It may contain information that is privileged,confidential
and subject to copyright. Any unauthorized use,copying,review,retransmission or disclosure is strictly prohibited.
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 10/13/2010

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NCGS STATION "159 JAS' (NAD 83)
/ �1� NORTHING.= 619,143.59 FEET EASTING-1-1_2!�N N DRAWN BY:
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..........1,
LEGEND SITE NOTES
NOW OR FORMERLY MELVIN D. CORE SYMBOL DETAIL 1 ALL DIMENSIONS ARE AT 90 DEGREES AND ARE TO FACE OF CURB, EDGE OF PAVEMENT,
PB. 14 PG. 387 OR FACE OF BUILDING, UNLESS OTHERWISE NOTED. FACILITIES PLANNING, DESIGN, & ENGINEERING
OF DB.1212 PG. 317
106 WILMOT ROAD
2. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND
kRKERS PID# 87825 PROPOSED SIDEWALK 1/CV7.1
()0 NIR LOCAL STANDARDS. DEERFIELD, IL 60015-5105
kIL 5, C\17.3 3. ANY DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE
pGK4$# CALLED TO THE ATTENTION OF THE OWNER PRIOR TO PROCEEDING WITH THE WORK. CONSULTANT PROJECT NO. 50243
PROJECT TYPE
4# 4. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT ALL
HEAVY DUTY CONCRETE 4/CV7.1
A REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY
DRAWINGS/SPECIFICATIONS BY:
SITE<M�N�1... / ,OO . r.•, AUTHORITIES.
F1 WALGREENS'
5. THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES, AND
...........4 40
z EIR -OF-WAYS, PUBLIC AND PRIVATE, PRIOR TO WORKING IN THESE AREAS. LANDLORD'S CONSULTANT
RIGHT
HEAVY DUTY BITUMINOUS CONCRETE 2/CV7.1
,� / O 1P
R` �b 6. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SUCH THAT WORKMAN AND THE /VC _Z_ ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
GENERAL PUBLIC SHALL BE PROTECTED FROM INJURY.
E:1 WALGREENS' CONTRACTOR
7. DO NOT SCALE DRAWING FOR ACTUAL DIMENSIONS, AS IT IS A REPRODUCTION AND
4
0" V- SUBJECT TO DISTORTION. LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
41e
PROPOSED 6" CURB & GUTTER 5/CV7.1
8. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS. STORE BUILDING
N 9. REFER TO SITE ELECTRICAL PLAN FOR EXTERIOR LIGHTING.
sr NEW. . . . . . . . . . .
10. CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS SHOWN ON NEW. . . . . . . . . . .
. . . . .El
THE PLANS. REMODELING .
. . . . . . . El
P.O.B. EXISTING .
4$# PARCEL '13' 11. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL RELOCATION . . . . . . El
623,929.994 NEW SHELL ONLY . . . El
N� CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL
VICINITY MAP OTHERS . El
40' E-1.405,001362 DEVICES.
NIK' 12. ALL PAVEMENT MARKINGS SHALL BE FOUR (4) INCH YELLOW LINES UNLESS INDICATED
bo NOW OR FORMERLY
STTR LIMITED PARTNERSHIP OTHERWISE ON THE DRAWINGS. NOT TO SCALE
S1'4 '1 7"E
DB. 1088 PG. 663
8
PID# 34534
90.69
13. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY EXISTING UTILITY POLES WITH
'
THE UTILITY PROVIDER, AS REQUIRED.
/ n_ / EXISTING BOUNDARY, PHYSICAL, AND TOPOGRAPHIC INFORMATION OBTAINED FROM
"ALTA/ACSM LAND TITLE SURVEY PREPARED FOR MORGAN PROPERTY GROUP OF
PROPERTY AT THE INTERSECTION OF HIGHWAYS #16 AND #73, LINCOLN COUNTY,
/ L (j NORTH CAROLINA," BY R.B. PHARR & ASSOCIATES, P.A., DATED MAY 19, 2010,
4,
R:32.00
PROJECT NO. G121, JOB NO. 76178.
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PROJECT INFORMATION
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TYP. Colei ma
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C3 HEAVY DUTY
CONCRETE 7 4 CHAMFER CORNERS APPLICABLE CODE(S): LINCOLN COUNTY
OF CONC. PAD
PAVING 8 Land Planning
Lan scape Architecture
Civil Engineering
16. 7,D. 70. PARKING STALLS REQUIRED (MINIMUM): 1 SPACE/300 SF = 50 SPACES Urban Design
\ \ \
C saw'O 0
'1, 76", PARKING STALLS REQUIRED (MAXIMUM): 105% OF MIN. 53 SPACES
14, ,
z- 10
/ 6 «�\ P�� 4 a` ^ As °s PARKING STALLS PROVIDED: 52
200 South Tryon Street
3,
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4# Suite 1400
0,
X11, SITE PLAN KEYED NOTES
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Charlotte, North Carolina 28202
\ \\ C-5 C5 <0 Tel 704. 376. 1555
1. 501 X 4"W YELLOW PAINT STRIPE (TYPICAL) LANE DIVIDER.
ACCESSIBLE RAMP
Ll 7 SEE DETAIL 1, CV7.2
\ \ \ \ d\\ \ \
00, 0 Fax [phone]
2. LINE OF CANOPY ABOVE. www.colejeneststone.com
25 LF END OF ROAD GUARDRAIL
R� V,
\ \ \ \ � ¢'
SEE DETAIL 1, CV7.3 3. YELLOW HATCH LINES.
NNI TREE PLANTING
5 ISLAND, TYP. 4. 36"H FLEXIBLE DELINEATOR POST. FASTEN TO CONCRETE W/ BOLTS,
�2� \ \ (NONADHESIVE FASTENING).
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V0 4CZ9 CONNECTIVITY
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\ \ \ - 3825 SF 7. PAINTED STOP BAR (V-6" X 9'-0") AND TEXT.
PROPOSED BICYCLE RACK 11 Ox
ACCESSIBLE DETAIL 13/CV7.3 44:) 10:1 END TAPER W/ 8. CONCRETE DRIVE-UP LANE.
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INSTALL PERMANENT
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IRON STAKES TO 11. CONCRETE SIDEWALK.
10 14
MARK LIMIT OF 50'
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STREAM BU
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P.O.B.
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TEMPORARY CONSTRUCTION
EASEMENT DB 2083-565
'x I k N:623,603,879
2 09/29/10 Dim PERMIT REVIEW
E:1,405,305.428
18 15. ASPHALT PAVEMENT FLUSH WITH CONCRETE WALK AT ACCESSIBLE PARKING
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SPACES.
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16. YELLOW PAINT STRIPING (TYPICAL).
41� ��z,-x 17
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17. ACCESSIBLE PARKING DESIGN TO MEET ALL GOVERNING CODES. QUANTITY AS
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PAVING, TYP. REQUIRED BY A.D.A.-ACCESSIBLE PARKING SPACES AND THEIR ACCESS AISLES
00
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2/CV7,J
8&1 O/CV7.3
6) 00 W OR FORMERLY
TRANSITION 2'-6" C&G eo(9 16 LTSM, LLU 18. READERBOARD PYLON SIGN (50 SF MAX). CONCRETE BASE FOR SIGN
DB. 2066 PG. 76
TO 1*-6" C&G
TO BE INSTALLED AS SOON AS POSSIBLE. ORIENT PERPENDICULAR TO
4�q , 17 3 PID# 87827
TYP. EA. SIDE MAJOR TRAFFIC STREET. SEE ARCHITECTURAL PLANS FOR DETAIL.
PROPOSED STORMWATER
DETAIL 8/CV7.1
P (SAND FILTER) 60
BM
01,000 19. DIRECTIONAL "EXIT" SIGN.
SEE DET
AIL 7/CV7.4 cl*
20. TOTE ENCLOSURE. NO. DATE BY DESCRIPTION CONST
40 1 145-LF W-BEAM . . . . . . . . 7)
NC REVISIONS
GUARDRAIL; SEE . . . . . .
4? 21. DETECTABLE WARNING SURFACE, 36" DEEP.
DETAIL 1, CV7.3 TRANSITION �7-6
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C&G 10 1-6 CileG 22. DIRECTIONAL ID SIGN (±4 SF). SEE ARCHITECTURAL PLANS FOR DETAIL. CERTIFICATION AND SEAL
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SEE GRADING AND .1?. EA. DE
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L2 4.22 N58*57'59'W C2 56.98 178.00 0000
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7&9/CV7.3
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GUARDRAIL AT CURB
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.. . . . . . . .
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STORE NUMBER 13036
L8 194.06 S35*55'45'W
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L12 31.50 S54*04'15'E CHANNEL PER U.S.A.C.O.E.
C) HWY 16 AND HWY 73, DENVER, NC
L13 8.50 N35*55'45'E ACTION ID 201000882,
TYP.
L14 125.00 N35*55'45'E N1. 40i DRAWING TITLE
I I 0 STAKING AND MATERIALS PLAN
N�
DRAINAGE 4q
L15 29.61 N35*55'45'E
PERMANENT N
L16 294.70 S73*55'10'E EASEMENT N, 41Ip CADD PLOT: SCALE: DRAWING NO.
L17 114.00 N35*55'45'E DB 1981-649 TEMPORARY
CONSTRUCTION CONCRETE MEDIAN 4,�A DRAWN BY:
L18 130.00 S54*04'15'E EASEMENT 4eor VOID PLOT: DJM
L19 25.50 S53-58'26-E DB 1981-649 UNDISTURBED BUFFER AREA DATE: 07/12/10 CV2 . 0
0 = 8000 SF (5960 SF SCALE: 1 11=30'
EXCLUSIVE OF ROW 1 SUPERSEDES
DEDICATION) PLAN DATED: REVIEWED BY:
0 15 30 60

LEGEND ° 0 0 0
SYMBOL DETAIL
FACILITIES PLANNING, DESIGN, & ENGINEERING
PROPOSED SIDEWALK 1/CV7.1 106 WILMOT ROAD
I DEERFIELD, IL 60015-5105
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MAINTACOORDINATE WITHIN SERVICE TO XIDUKE ENERGYSTING HOUSE;
��• \ S\(E �\ NORTH CAROLINA," BY R.B. PHARR & ASSOCIATES, P.A., DATED MAY 19, 2010,
EIR `30 1 —6 C&G, \ pFF p3 PROJECT NO. G121, JOB NO. 76178.
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3:1 SLOPES OR FLATTER: , , ...�. ,� a`r TOP DIM. = 13OX50' _,, - I...... ,........ .., I,— .� - �1.� .., ( Al 19. PREPARE BUILDING PAD AND STABILIZE PARKING AREA/DRIVEWAYS WITH STONE.
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2. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/1000 S.F. - CIE 732.90 - " INSTALL DIRT,....PAQf �. � ,
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JUL. 15 - AUG. 15 TALL FESCUE AND 300 LBS/AC OR 7 LBS/1000 S.F. - ->;f',-o,-,, ..,., I 11 / ... IS ESTABLISHED. INSTALL ADDITIONAL MEASURES AS REQUIRED BASED UPON
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HYBRIDS 30 LBS/AC OR 3/4 LB/1000 S.F. 1- - ­'. I .01 "I......I ......I ..... .",.........� .....�",.... , ..... ­-.111........1. -, ,_­­1 .,1'.,,,, "" .. ...� / 1 24. UPON FINAL SITE STABILIZATION AND UPON APPROVAL BY NCDENR INSPECTOR, theron are instruments of Cole-lenest & Stone, P.A..The
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4. MULCH WITH STRAW APPLIED AT THE RATE OF 75-1000 LBS/1000 S.F. `11� 'N' Arl. - � ...\ ,,r ,'I......�... ,.., 4b consent of Cole-lenest & Stone, P.A. is prohibited.
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SLOPES GREATER THAN 3:1 IN'A 729.37(OUT) I ,1 ,_ ___ � ' ,r ,,r .,0" -,.!-WPP 1 EXISTING DRIVEWAY NOT TO BE USED AS A CONSTRUCTION ENTRANCE.
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SEEDBED PREPARATION NOTES '*11� ,1_ � \1 >',��,�-­ , a ,- , ,x %11 __­
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1. APPLY AGRICULTURAL LIME AT A RATE OF 90 LBS/1000 S.F. le. �­­. .1..�� /-., ,, ,.,­ � /
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2. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/1000 S.F. 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. N_,, _1 I . - - - -,<Z INITIAL CONSTRUCTION. MAINTAIN SILT DITCH ALONG WEST SIDE OF
'N'.1 �� .-1_1 ,-� i;;-, ��,, ___"' � PROPOSED DRIVEWAY GRADING TO CONVEY RUNOFF TO SEDIMENT BASIN STORE NUMBER 13036
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL **N, `7�­., I,--__1 SNI, � -, � / / UNTIL CURB AND GUTTER, STONE BASE, AND RETAINING WALL IS
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3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES: '*11� "I 1.1. I.." ­ I t./, � CB PROJECT NAME
3"DEEP, TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" TO 6" DEEP. 1.,,­ ­1 �_. .-'17 �,"��,T� ...a- � . - /i GR� 738.70 INSTALLED ALONG PROPOSED DRIVEWAY NORTH OF EXISTING ENTRANCE.
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DATE: TYPE: 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE PROTECTION FENCING �, 4" �, �;­--,­.�i��,�� _�'..I- �­.,.....- ...11-'Ay.-� �/ / ,��) �� INV. 728,31(c 3. CONTRACTOR TO COORDINATE NEW RESIDENTIAL GRAVEL DRIVEWAY
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MAR. - JUN. 1 SERICEA LESPEDEZA 50 LBS/AC OR 1 1/2 LBS/1000 S.F. MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION AT I—.,...,...,...� ,% / (�)
LIMITS INSIDE STREAM � ..'".. -- .. , �11 W"09A"00#"�
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(SCARIFIED) AND FINISHED GRADES SHOWN SHALL BE REASONABLY SMOOTH AND UNIFORM. `,� BUFFER, TYP. - '­..'.. � a,40 /�'./ 11M� 4. INSTALL PROPOSED DRAINAGE INLETS CI-D3 AND CI-D2 WITH HWY 16 AND HWY 73, DENVER, NC
MAR. - APR. 1 ADD TALL FESCUE � \ I li, 1
150 LBS/AC OR 3 1/2 LBS/1000 S.F. 111r, %1.1 - `11- - " CONNECTING PIPE TO PERMANENT OUTFALL AT NC 73. COORDINATE
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OR 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING , "-,� / � 4:�v INSTALLATION OF STORM PIPE AND CATCH BASINS WITH PROPERTY
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MAR. - JUN. ADD WEEPING LOVEGRASS 5 LBS/AC OR 1/8 LB/1000 S.F. SPECIFICATIONS. IN ADDITION, PROVIDE 15 LBS/1000 S.F. N--" I--," ­- � �� _.�) / OWNER. INSTALL INLET PROTECTION IN BOTH CATCH BASINS. DRAWING TITLE
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JUN. - SEPT. 1*** TALL FESCUE AND 60 LBS/AC OR 1 1/2 LBS/1000 S.F. "4 _ DEI 1981-649 - - 1114�1.11 ,� � -� %/ 5. ALLOW PROPERTY OWNER TO USE EAST SIDE OF ENTRANCE ROAD TO STAGE 1 EROSION CONTROL PLAN
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BROWN TOP MILLET 35 LBS/AC OR 3/4 LB/1000 S.F. TEST REPORT. N �......"I I ON ., � * NTAIL GRAVEL DRIVEWAY WHILE WEST SIDE OF ROAD
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6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL EASEMENT �;GRN,7 D .- _­_`--,­ IS BEING PAVED. INSTALL REMAINING SECTION OF RETAINING WALL CADD PLOT: SCALE: DRAWING NO.
HYBRIDS 30 LBS/AC OR 3/4 LB/1000 S.F. DURING SEEDBED PREPARATION. ED OR- 727�92(N) GR-'*,� DB 1981-649 GVR, 7 SINN SOUTH OF EXISTING DRIVEWAY.
SEPT. - MAR. 1 SERICEA LESPEDEZA 70 LBS/AC OR 1 3/4 LBS/1000 S.F. 727.8a(S) ' 3 - 736.18 4� CB
INV. 730.37(IN) IN 72511 , RIM. H MR; 737�53 DRAWN BY:
(UNHULLED - UNSCARIFIED) - N", <1 IN`A 724.99(OU .1--­.., 4V INV 729.23(IN) _ INN 727ZXIN) 6. ALLOW THE PROPERTY OWNER TO USE THE WEST SIDE OF THE ENTRANCE
. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON FIELD INV. 720.34(OUT) INV 72A20(CUT)/ RI . 737,75
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TALL FESCUE 150 LBS/AC OR 3 1/2 LBS/1000 S.F. INV. .1 I(IN) IN'A 727.26(OU'O VOID PLOT: DJM
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MILLET OR SUDAN 20 LBS/AC OR 1/2 LB/1000 S.F. CONDITION. PP"�� INNV7 ��gCUT) SIDE IS PAVED. CV3 . 0
4, MULCH WITH 6" STRAW APPLIED AT THE RATE OF 60-70 LBS/1000 S.F. AND ANCHOR 8. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN WITHIN TWO DAYS AFTER DATE: 07/12/10
WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14-28 GAL/1000 S.F. MULCH IS SPREAD. N_,, 40, `M1 SCALE: 1" = 40'
AL/AC. 9. ALL SLOPES GREATER THAN 2.5:1 SHALL BE STABILIZED WITH JUTE MESH. -110 \\�Ipp � 06666P1111110MM1111119 PLAN DATED: REVIEWED BY:
*** TEMPORARY RESEED SEPT. 1 AT RECOMMENDED RATES. SMAH 0 20 40 80
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INV. 729�47(OUT) _,`& 'I- - `��,`%, ­1 ­,,_ ", _­ /-" � / , / I QUALIFIED ENGINEER TO COMPLETE THE DESIGN OF ALL PROPOSED RETAINING - - I I - -
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�
N�_, INV. 728.30(IN) I 1% ...,, ," � __ ,.. , . � f,,-..U,W� E"'�_�� 1 CV4 . 1
�1� INV: 728.28(OUT) "... C� CA � I _ SCALE: 1 11=30'
.
<5 � I'll.. \ L,,.\,
� _ � t,`
� ­ - ­
­ . _ _
­ � ­ .1
.� '�� '. - �. �, �
� '. x . GIRV"731.06 1
'1� 4 . ' INV: 72-6.38 , � PLAN DATED: REVIEWED BY:
.
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'-,, CONVERT EXISTING .�)7 -, .. r*�,�
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<M> 6a a JG���\MTYT p 0NF0 LEGEND: 0 0 0 0
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0 0
NOW OR FORMERLY MELVIN '' CORE
PB. 151 PG. 387 °°�° o �� SYMBOL. DESCRIPTION:
o '
FACILITIES PLANNING, DESIGN & ENGINEERING
DB.1212 PG. 317
AID# 87825 3•g2o0'W ,NIR \ 1 a y m EXISTING SEWER MANHOLE DEERFIELDI' IL LMO 6001A5D 5105
PG
CO PROPOSED CLEANOUT
CONSULTANT PROJECT NO. 50243
\ Bffi�ORE YOU DIG!
c:orrrn30N8.C,�Ia,Csw'rslt PROPOSED S TM. D R N. INLET ,� PROJECT TYPE
N SITE
DRAWINGS/SPECIFICATIONS BY:
�l 1 \� EXISTING WATER VALVE
ASS 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
MM
W
..... \ .. °. \, ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION. ❑ WALGREENS'
EIR \`` EXISTING FIRE HYDRANT
/ \\ 2 ETC AS Y
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, 'S' � LANDLORD'S CONSULTANT
NECESSARY TO INSURE SAFETY TO THE PUBLIC.
�c ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
� ^�� / ►1 PROPOSED WATER VALVE
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO I�\/
� 0 0 0h \ \ STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. / U ❑ WALGREENS' CONTRACTOR
4- PROPOSED FIRE HYDRANT
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART �3 ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
O O ^ ,, P, OR AS AMENDED. STORE BUILDING
/�� �P� \ EXISTING STORM DRAINAGE LINE
�1 NEW. . . . . . . .
t
PROPOSED STORM DRAINAGE LINE
NEW. . . . . . . . . . . ®
REMODELING . . . . . .El
o :
�4s \ OE EXISTING OVERHEAD UTILITY LINES EXISTING . . ❑
L RELOCATION
„B.,
\ N:623,929.994 ❑ NEW SHELL ONLY. ❑
E:1p4O5p0O1:762 ss EXISTING SEWER MAIN VICINITY MAP OTHERS . . . . . . . . .❑
\ \ Now OR FORMERLY PROPOSED SANITARY SEWER
STTR LIMITED PARTNERSHIP NOT TO SCALE
41
DB. 1088 PG. 663
W EXISTING WATER MAIN
�sA \ PID# 34534
F W PROPOSED WATER MAIN
/ EXISTING BOUNDARY, PHYSICAL, AND TOPOGRAPHIC INFORMATION OBTAINED FROM
G EXISTING GAS MAIN "ALTA/AGSM LAND TITLE SURVEY PREPARED FOR MORGAN PROPERTY GROUP OF
................ ........ AO \ PROPERTY AT THE INTERSECTION OF HIGHWAYS #16 AND #73, LINCOLN COUNTY,
,�o� \ NORTH CAROLINA," BY R.B. PHARR & ASSOCIATES, P.A., DATED MAY 19, 2010,
PROJECT NO. G121, JOB NO. 76178.
/38 _•,
^, . ..
41
.:.
\ Colejano
UTILITY NOTES:
41 1. CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY
3 \ FOR THE COMPLETE INSTALLATION AND TESTING OF THE UTILITIES PER Land Planning
APPLICABLE BUILDING CODES AND NCDENR REQUIREMENTS. ALL PIPES AND
e4
FITTINGS SHALL BE INSPECTED BY THE BUILDING INSPECTOR PRIOR TO BEING Landscape Architecture
....
k COVERED.
2 ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODE REGULATION AND g
^� Civil Engineering
E BY THE STATE OF NORTH CAROLINA AND BY THE LOCAL
r �s
Urban Design
s, s, D si n
LEI E ` r WATER INV: 732.50 UTILITY AUTHORITY.
ED
\ \ � WATERLINE TO BE
1� 6+ CONSTRUCTED OF DUCTILE 3. ALL NEW WATER LINES SHALL HAVE A MINIMUM COVER OF 36" ABOVE TOP OF
\\ \ S\ 200 South Tryon Street
�. IRON (6") OR GALVANIZED PIPE.
a STEEL (2 ) PIPE FOR 10 ON Suite 1400
\ \ EITHER SIDE OF CROSSING 4. CONTRACTOR SHALL ADJUST LOCATION OF PROPOSED WATER LINES AS r
APPROXIMATE LOCATION OF �. "t C,F REQUIRED TO AVOID CONFLICTS WITH STORM SEWER OR OTHER UTILITIES. Charlotte, North Carolina 28202
\ PROPOSED GAS LINE BY SERVIC 1
PROVIDER; CONTRACTOR TO 'lot
Qx
\ COORDINATE INSTALLATION WI STORM INV: 732.05 5. WHERE A WATER LINE PASSES BENEATH A STORM SEWER LINE, A MINIMUM
Tel 704. 3 76. 1555
\ \
PIEDMONT NATURAL GAS;....._ 1��' '�`� " � ° � � •. `\\
WATER INV: 730.25 12-INCHES VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN THE TOP OF
Fax [phone]
REFER TO MECHANICAL PLA / PROPOSED FIRE HYDRANT THE WATER LINE AND BOTTOM OF THE STORM SEWER AND THE WATER LINE
\ SERVICE REQUIREMENTS SHALL BE CONSTRUCTED WITH DUCTILE IRON OR GALVENIZED STEEL PIPE FOR A
\ \ s SEE DETAIL 11/CV7.1 MINIMUM OF 10 FEET ON EITHER SIDE OF THE CROSSING LOCATION. WWIU.GOlejeneststone.GOrn
6. LOCATION, SIZE AND INVERT ELEVATIONS OF SANITARY SEWER SHALL BE
---,_PROPOSED �` / COORDINATED WITH THE APPROVED PLUMBING PLANS FOR THE BUILDING.
GAS METER St j
\ \ _. ,� 1
�'�� �'� 7. DRAIN CLEANOUTS SHALL BE SPACED AT A MAXIMUM OF 100 FEET ON ALL
1 O REFER TO PLUMBING "° 4-INCH AND 6-INCH DRAIN LINES.
PLAN FOR TIE-IN
AT BLDG '
8. THE CONTRACTOR SHALL COORDINATE ALL NEW UTILITY TAP LOCATIONS WITH
INV: 735.00
THE LOCAL UTILITY AUTHORITY.
\ � 90 S / � F F �
. BEND
SEWER INSTALLED NTH
�... 9. INSTALLATION AND REPAIR OF UNDERGROUND ELECTRICAL, GAS, AND TELEPHONE
UTILITIES, AND REPAIR OF ALL DISTURBED AREAS, SHALL BE THE
CONCRETE ENCASEMENT AT
:. \ / RESPONSIBILITY OF THE CONTRACTOR. THE DISTURBED AREAS BENEATH
DRIVEWAY CROSSING SEE
/ • 7 EXISTING OR NEW ASPHALT SHALL BE RE-COMPACTED TO THE REQUIRED
STORM INV. ...31.77
DETAIL 15/CV7.1 � 45'
' / ,�... SPECIFICATIONS, AND THE STONE BASE AND ASPHALT SHALL BE RETURNED TO
d „ BEND IT'S ORIGINAL CONDITION.
. .. / PROPOSED 6 FIRE LINE
/ 345 LF OF':. PROPOSED 4" DIP
\-
PVC 1120, CLASS 200 ,,�
\ SANITARY SEWER 0 1.04,0
10. REFER TO MECHANICAL/PLUMBING/ELECTRICAL SITE PLANS FOR ADDITIONAL
\ f. INV: ~ MINIMUM SLOPE UTILITY INFORMATION AND REQUIREMENTS.
\... /
/ .. •. _.. _.... �..734.25
11. REFER TO SHEET CV1.0 EXISTING CONDITIONS FOR SURVEY INFORMATION AND
LEGEND OF EXISTING IMPROVEMENTS.
s ........ . . .
\ \ FT
TEMPORARY CONSTRUCTION 6 fi INV. P "A"
ARFL A
\- ^� 12. CONTRACTOR SHALL INSTALL UNDERGROUND UTILITIES SUCH THAT NO TRENCH
V _ ..
EASEMENT DB 2083 565 - c - .. -.:. ^ 1 09/13/10 DJM PER WALGREENS COMMENTS
fr 733.97
/ " !� � C7.3� � <. GG NT 523360 .8��' EXCAVATION SHALL OCCUR WITHIN THE DRIP LINE OF EXISTING TREES WHICH
/� y �\
.. .. . ..
Eo1,405,305,428 ARE TO REMAIN. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY LOCATIONS 2 09/29/10 DJM PERMIT REVIEW
�i � = ,.. °::: °.:. °.:. :° \ ,o WHERE THIS REQUIREMENT CANNOT BE MET, PRIOR TO BEGINNING THE WORK.
:PRQP�7SED 2 DO�;;ESTIC :: .. .. •, ... <.. ,,_ ,._ C�
-/
O\
W. R LINE .o
,. " " ,_ CONTRACTOR SHALL INSTALL THRUST BLOCKS PER DETAILS 12 CV71 AT ALL
�Q \ PVC 1 1°20' CLA 200 6 X6 X6 ^�
\ \
BENDS AND TEES ON ALL WATER LINES 4" AND GREATER. THRUST BLOCKS
k TEE SHALL BEAR ON UNDISTURBED TRENCH WALL. AT LOCATIONS IN WHICH THIS
A A\` \ \ = 45'
/, CANNOT BE ACCOMPLISHED, WATERLINE SHALL BE CONSTRUCTED WITH
V V 26 \ ........., BEND NT : RESTRAINED JOINT DUCTILE IRON PIPE.
CT V \ ERY .
2066 PG. TSB 14. GENERAL CONTRACTOR SHALL INSTALL UTILITIES TO WITHIN 5' OF BUILDING.
2 _ \ PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITIES IN THE BUILDING
\ �a \\ .;: `L ,., •... :' ID# 878- 736 AND WITHIN 5' OF THE BUILDING.
\ APPROXIMATE LOCATION \�
OF EXISTING GAS LINE \' ' 15. FIRE SERVICE MAINS INSTALLED BY SITE CONTRACTOR SHALL BE TERMINATED AT
STORM`'INV: 28 n
o
\ ,o A FLANGE, CAP, PLUG, OR VALVE LOCATED INSIDE THE BUILDING, ONE FOOT
\ \ - WATER INV: 72 5 �� f. } ` ABOVE THE FINISHED FLOOR. ALL FIRE SERVICE MAINS SHALL COMPLY WITH NO. DATE BY DESCRIPTION CONST
THE NFPA STANDARDS FOR FIRE SERVICE MAINS.
45' R ' REVISIONS
16. UNLESSOTHERWISE NOTED ON PLANS SEWERLINES 6-INCH AN SMALLER
BEND / SHALL BECONSTRUCTED OF PVC-DWV TYPE PIPE EAND FITTINGS CONFORMINGTO CERTIFICATION AND SEAL
APPROXIMATE LOCATION OF \ / ASTM D-2665. SEWER LINES 8-INCH AND LARGER MAY BE CONSTRUCTED OF
...... .....
\ EXISTING 12" WATERLINES SDR-35 PVC PIPE MEETING THE REQUIREMENTS OF ASTM D-3034.
M S • \�39 73g �, �P .::: / INSTALLATION OF ALL THERMOPLASTIC SEWER PIPE SHALL BE IN ACCORDANCE U O�� �� R��
��J Sg, \ \�8 �w s� WITH ASTM D-2321. ��1'IIS� & STD% .`��,��N'"ss"'•:�/��''.
t�
f
28. 'L) \ `" iNV: 'P h 2 17. DUCTILE IRON WATER PIPE SHALL CONFORM TO ANSI/AWWA SPECIFICATION j;�� q :�� ? : 9'•�
® ,. SEAL
732.80 ��� C151/A21.51 AND SHALL BE PRESSURE CLASS 350. J c c-�as1 - E
18. E (PVC) W E `�•. op c-ioso��.
POLYVINYL CHLORIDE WATER PIPE SHALL BE PVC 1120 MEETING TH
IRRIGATION LINES `.� �\ REQUIREMENTS OF ASTM D-2241 WITH A PRESSURE RATING OF 200 PSI. CAR ``Q :��J�'••.c�,yC I NEF.Q ::'���
\ ' •.REFER TO _ .. I'3 ��� fj� .,� �.
IRRIGATION PLAN 1111`t 19. REFER TO DETAIL 1, SHEET CV7.0 FOR PIPE TRENCHING, BEDDING, AND BACKFILL ���i��� ���/IIIf ''•,, ODD••F•� ���`�
\ FOR CONTINUATION * �a �. o, REQUIREMENTS. N�un1iu%1 09/29/10
6" REDUCED PRESSURE DETECTOR \ Q�O�.
BACKFLOW PREVENTION ASSEMBLY
BACK FLOW PREVENTER NOTES: The drawings, the project manual and the design shown
INSTALLED ABOVE GRADE WITHIN \ 1,
INSULATED ENCLOSURE FOR FIRE theron are instruments of ColeJenest & Stone, P.A..The
\ \ �0 1. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, reproduction or unauthorized use of the documents without
SERVICE; SEE DTL. 3/CV7.4 � \ � � � r'
,. '\ ��, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER WATER USING
\ INV: consent of ColeJenest & Stone, P.A. is prohibited.
2" REDUCED PRESSURE PRINCIPLE \ APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER
BACKFLOW PREVENTION ASSEMBLY \ 7s i 60.:.°` \ �� EWER T TALLED
\ C METER AND ITS REQUIRED BACK FLOW PREVENTER (BFP)
INSTALLED ABOVE GRADE WITHIN �. .... A ColeJenest & Stone, P.A. 2010
LIT ONTRACTOR T P
INSULATED ENCLOSURE FOR DOMESTIC 20 WIDTH ON EACH SIDE OF \ F� \ TING MANHOLE
\THE PROPOSED WATERLINE �. \ 2. EACH BPA IS REQUIRED TO BE TESTED BY A CERTIFIED TESTER PRIOR TO
SERVICE; SEE DTL. 3/CV7.4 SHALL BE REPAVED \ \ \ \ / COORDINATE INSTALLAXnN WITHPLACING THE WATER SYSTEM IN SERVICE.
LINCOLN COUNTY PUB WORKS•
AFTER INSTALLATION \ CA CONTRACTOR TO PAY ALL FEES.
WATER METER PIT \"` \ � �\ "" STORE NUMBER 13036
e
SEE DTL. 1/CV7.4 '\ \ r,..� .::' g5�� � INV 4 IN = 731.0
TOP OF VAULT = 736.25 \ +�� � / PROJECT NAME
CONTRACTOR TO FURNISH (0
AND INSTALL VAULT ANDcM \ OW.. ... .... ` \ W"9A"000"
ALL EQUIPMENT INCLUDING 12" x 6" TAPPING SLEEVE \ C
METERS. METERS TO BE AND IN A VALVES FURNISHED PP V:
� ` /
APPROVED BY LINCOLN AND INSTALLED BY UTILITY \731.1 - v
o O. SEWE OVER �
COUNTY PUBLIC WORKS. CONTRACTOR AS SHOWN ON \ ' HWY 16 AND HWY 73 DENVER NC
PLAN; COORDINATE EXISTING 30"/ �\ '
INSTALLATION WITH LINCOLN \ \\ STORM DRN V �V
o .;
COUNTY PUBLIC WORKS; \ �,.r. `` DRAWING TITLE
CONTRACTOR TO PAY ALL FEES.
PE DRAINAGE RMANENT � \ QV WATER DISTRIBUTION AND SANITARY SEWER PLAN
N
EASEMENT
12" GATE VALVE TO B 1981-649 l ` CADD PLOT: SCALE: DRAWING NO.
a BE INSTALLED ON '\"\ �
Y EXISTING 12" WATERLINE \ TEMPORARY \ \ ��ONC T- MEDIAN �� O}
o CONSTRUCTION Q� N DRAWN BY:
EASEMENT \ 4¢ VOID PLOT: DJM
E DB 1981-649
E 1" REDUCED PRESSURE PRINCIPLE 1""' ' RIM H736,18 MH CV5 . 0
s BACKFLOW PREVENTION ASSEMBLY INV: 729.23(IN)
INSTALLED ABOVE GRADE WITHIN \ RI 737,75 SCALE: 1"=30' DATE: 07/12/10
INV: 729.20(OUT) IN 0a IN SUPERSEDES
INSULATED ENCLOSURE FOR ( )
IRRIGATION SERVICE; SEE DTL. PP 0' INV` 73 , (OUT) 0 15 30 60 PLAN DATED: REVIEWED BY:
2/CV7.4
e
o
0
U

B
1 4' MAX. HARDWARE CLOTH 0 O
MIN. O O O O
2'-0" MIN. ( MESH OPENINGS)
A A W NATURAL GRADE SPILLWAY FACILITIES PLANNING, DESIGN, & ENGINEERING
III III CREST
106 WILMOT ROAD
2 RIP RAP 2 = - DEERFIELD IL 60015-5105
�IIII _ - # 5 WASHED STONE NCDOT #5 OR #57 £ '
H III I I II- 12' THICKNESS 3
W II - RIP RAP ��� wasHED STONE
CONSULTANT PROJECT NO. 50243
ICI FLOW 2 PROJECT TYPE
DRAWINGS/SPECIFICATIONS BY:
4 N0. 5 WASHED STONE ........ Z 16 MIN.
NCDOT TYPE 2 FILTER FABRIC = WALGREENS'
NOTE: MINIMUM H=2/3 FILL SLOPE
do = PIPE DIA PIPE DIAMETER
La = APRON LENGTH
SECTION B-B ® LANDLORD'S CONSULTANT
_
2'
W 3PXON WIDTH D MIN e - SECTION A-A !- ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
d = APRON DEPTH PLAN NOTES: W (SPILLWAY) 2 MIN ❑ WALGREENS' CONTRACTOR
.
1. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END MIN 2/3 STREAM WIDTH COMPACTED ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
La OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF FILTERED FINISH GRADE
BERM
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR ADE STORE BUILDING
SLOPE 0 % CULVERT HEIGHT. WATE N-L GROUND
FLOW
a.
1' MIN. BELOW LOWEST
2. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE z
BANK LEVEL MIN
( )
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED �� NEW. . . . . . . . . . .
- - - - SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE :: :: ::�: :�: :. :�:.:: q
- - - - - - - - - BTU
�I SAME GRADE FLUSH WITH THE SURFACE OF THE RECEIVING CHANNEL. THE _
: REMODELING . .
III III III III
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
A� ❑
I-III-III-I 11=111=1 I R
- - - - - - - - OU EXISTING . ❑
III,-1�1-1�11�1111�11 I�I-I�I-I�I-�I ND
I-III-III-III- 3. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. RIP RAP NCDOT #5 OR #57 \ RELOCATION . . ❑
SECTION B-B WASHED STONE NEW SHELL ONLY . . . ❑
d Filter blanket 4. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING FLOW # 5 WASHED STONE
OTHERS . . . . . . . . .❑
NCDOT Type 2 4" - No. 5 washed stone CHANNEL SHALL NOT BE ALLOWED. 12" THICKNESS GENERAL NOTES:
Filter Fabric 5. ANY DISTURBED AREA FROM END OF APRON TO RECEIVING CHANNEL MUST BE A7 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
SECTION A-A STABILIZED.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET.
SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4
B ..:: B FEET APART. NOTE:
RIP RAP APRON CHART
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH 1. DITCH SHOULD HAVE MIN. LONGITUDINAL SLOPE OF 1.0%.
IN. UPSTREAMDOWNSTREAM DEPTH NCDOT TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP
STRUCTURE Do La WIDTH 3xDo WIDTH,Do+La D50 Dmax. 1.5xDmax. CLASS OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. 2. SILT FENCE MAY BE REQUIRED BEHIND BERM.
" 4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT
FES-Al 24 16 6 22 8 16 24 B
OF 16 INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. oWanpm�
AJ PLAN 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE
ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. & Stalm
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.
Land Planning
RIP RAP APRON N.T.S. 12 TEMPORARY ROCK CHECK DAM N.T.S. 9 HARDWARE CLOTH AND GRAVEL INLET PROTECTION N.T.S. 6 TEMPORARY SILT DITCH N.T.S. 3 Landscape Architecture
Civil Engineering
NOTES: Urban Design
NOTES: 12" MIN OF NCDOT 5 W=5' MIN.
1. REMOVE WIRE OR NYLON TWINE C+AOS3-SECTION #
FROM BALL. 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY OR #57 WASHED STONE 100' MIN. 200 South Tryon Street
2. SOAK ROOT BALL AND PLANT PIT VEGETATION AND ROOT MAT. THE POOL AREA SHALL BE CLEARED. TEMPORARY SEDIMENT T= 1.5' MIN. PUBLIC STREET
> _ -n: , .
IMMEDIATELY AFTER INSTALLATION. 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER
3. SEE ATTACHED LANDSCAPE WOODY VEGETATION AS WELL AS OVERSIZED STONES ROCKS ORGANIC MATERIAL OR
TRAP DESIGN CRITERIA EXISTING= k �� Suite 1400
GROUND`'
CONSTRUCTION STANDARDS FOR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY 3600 CU FT / ACRE t Charlotte, North Carolina 28202
DRAINAGE r? I h lotte, 0 th Olin
.....
OTHER PLANTING REQUIREMENTS TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT <Y SOIL STABILIZATION FABRIC Tel 704. 376. 1555
4. STAKING REQUIRED FOR LEANING BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AREA 5 AC. �, 5' MAX
TREES OR CONTRACT.AS REQUIRED BY AND/OR RIPRAPPED. (ACRES) H UNDER STONE Fax [phone]
�-�` 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS MIN.
5. STREET TREES TO BE LIMBED UP / WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE LENGTH 2:1 100' MIN. WWW.cole•eneststone.com
6' FROM GROUND TO FIRST LIMBS.
TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A
TO WIDTH
MANNER THAT IT WILL NOT ERODE.
W
RATIO ..:.:::::... :.::f w
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE ASof
........
NECESSARY.
3600
MIN. (CU. FT. Z
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT VOLUME
EROSION AND WATER POLLUTION IS MINIMIZED. PER AC. FILTER
U
REQUIRED DISTURBED FABRIC m
3/4" NYLON STRAP 6"" SLIP KNOT WITH STOP KNOT 6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY )
(OP110NAL-SEE NOTE #4) s" LARGER THAN TREE DIAMETER REGISTERED GEOTECHNICAL ENGINEER. 435 PLAN �W
ROOT CROWN TO KEEP MULCH AWAY FROM 7. SEDIMENT BASIN EMBANKMENTS TO BE PROVIDED WITH EROSION CONTROL AND SURFACE .....".. ...... .............'.
BE AT FINISH GRADE t1" TRUNK 1" TO 2" STABILIZATION. AREA (SQ. FT.
8. STORAGE AREA SHOWN FOR ILLUSTRATIVE PURPOSES ONLY, AND 8. MAY BE REQUIRED PER CFS DESIGN SETTLED TOP OVERFILL 6" FOR
WITH"TWs" WOOD STAKE 4" MAXIMUM LAYER OF MULCH WITH CENTERED 3/8" HOLE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME Q10) SETTLEMENT NOTES:
1" MI
DRIVEN IN LINE WITH STRAP 4" MAXIMUM HIGH REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE
WATER BERM OUTSIDE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS OF 1. A STABILIZED ENTRANCE PAD OF COURSE AGGREGATE (2"-3" STONE) SHALL BE
FINISH GRADE OF BACKFILL THE LONGER BASIN DIMENSIONS. LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC
9. REQUIRED STORAGE IS 3600 CUBIC FEET OF STORAGE VOLUME PER ACRES OF STREET.
DRAINAGE AREA. IF CLEAR WATER FROM UNDISTRUBED AREAS IN DRAINAGE NOTE: L-10' MIN. EMERGENCY 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE
UNDISTURBED SOIL BASIN ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE
BY-PASS 6' CONSTRUCTION ENTRANCE.
- MEASURES THEN BASINS MAY BE SIZED BY DENUDED ACRES. RECOMMENDED
PLEASE REFER TO BELOW
REMOVE TYPICAL EXCESS SOIL :ss:.'::sss::::sssk:
FROM GROWER OVER ROOT STORAGE IS 3600 CUBIC FEET OF STORAGE PER ACRE OF DRAINAGE AREA. SETTLED TOP 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
� \ NCESCPDM SECTION #6.60
SYSTEM, UP TO 1" DEPTH. 10. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR FOR ADDITIONAL DESIGN 2 TO 3.5 OF DAM FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE
REJECT PLANTS WITH MORE / PLANTING MIX STORM. PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR
THAN 3" (AS SPECIFIED) 11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE TEMPORARY SEDIMENTRDING NATURAL GROUND OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT.
REMANDOVE TOP 1/3 ANY NAILS/PINS, ETc. ..' :: BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES SHOULD BE PROVIDED IN THE TRAPS. FILTER FABRIC I, I, X=7' MIN. 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE
BASIN WHERE THE LENGTH IS LESS THAN TWICE THE WIDTH. REMOVED IMMEDIATELY. 1 09/13/10 DJM PER WALGREENS COMMENTS
REMOVE TOP 2/3 OF WIRE 12. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT
BASKET WHERE PRESENT 8" 6" ROOT BALL 6" IZ 8" IN THE BASIN. STAKES SHALL BE MARKED SHOWING THE HALF-FULL, CLEANOUT DATA BLOCK 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO 2 09/29/10 DJM PERMIT REVIEW
DIAMETER POINT, OF THE BASIN. TRAP VOLUME TRAP SURFACE AREA ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA
RAISE PIT BOTTOM TO SET BUTTRESS ROOTS TRAP NO. DRAINAGE DENUDED CLEANOUT H L T W X
AT THE CORRECT HEIGHT. FIRM SOIL UNDER 13. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN AREA AREA Q10 REQUIRED PROVIDED QUIRE PROVID D H 2( ) ) (FEET) (FEET) (FEET) (FEET)
ROOT BALL. VARIES REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION HAS BEEN GRANTED (ACRES) (ACRES) (CUBIC FT.) (CUBIC FT.) 7S FT.� (SQ FT� DEPTH FT. (FEET STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (AMSI, 1990, PART 1, BY THE INSPECTOR AFTER THE GRASS HAS BEEN GERMINATED AND STABLE GROUND 1 2.2 2.2 9.20 7848 7862 4002 4868 1 2 10 1.5 5 7
"SHADE AND FLOWERING TREES") FOR EXAMPLE: HAS BEEN ESTABLISHED. 1 0.8 0.8 3.25 2772 2814 1414 1850 1 2 10 1.5 5 7
CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
2" 12'-14' 16, 24" 16"
3" 14'-16' 18' 32" 21"
TREE PLANTING DETAIL N.T.S. 14 TEMPORARY SEDIMENT TRAP N.T.S. 5 STABILIZED CONSTRUCTION ENTRANCE N.T.S. 2
NO. DATE BY DESCRIPTION CONST
A
SLOPE TRENCH SIDES
SLOPE TRENCH SIDES REVISIONS
PER OSHA A STEEL POST PER OSHA REQUIREMENTS REQUIREMENTS CERTIFICATION AND SEAL
Install dirt bag filter C WIRE FENCING 8' MAX.
on pump discharge line [Diversion Pump I �i�� ........
p B WOVEN S FILL ��```,'��5� &.STD .�`p
POR
Discha1'ge Hoses SEAL 2� =
FILTER lv � =:QUO ti•
FABRIC 12' 12'
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MIN 4
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HAUNCHING
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9 29 10
BEDDINGFowFlow
BEDDING
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II _II _II _ II II _II _II _ II
STREAM CHANNEL
..
II II II II I II II II
,.. - - - -
FLARED END SECTION �......... IN ROCK, - - - - The drawings, the project manual and the design shown
....I..:.::
- - - - g , p J g
Ill Sa' d6a _S o e 'Ba .
W1 t n crier: II _ II _ II _ II
END WALL OR DITCH o
I II II II II
OUTLET
.:...;
I ..::: ... .: ...: ...: .... ........
D+4 MAX
theron are Instruments of ColeJenest &Stone P.A..The
E F C G
.....
cV
reproduction or unauthorized use of the documents without
I
i p
A ...:.' :::.
..� ( ..
uW11 ha(e RIGID PIPE FLEXIBLE PIPE consent of ColeJenest & Stone P.A. Is prohibited.
_ Work Area P I :; I i I
Length I�iOt To Exceed Or Pop( INCLUDES REINFORCED CONCRETE INCLUDES CORRUGATED MEfEL, HDPE,
That Which Can Be 12" Min Depth 4"X8" MIN. GENERAL NOTES CONT. AND DUCTILE IRON PIPE AND PVC PIPE ColeJenest & Stone, P.A. 2010
Completed In One Day 2' Min Diameter TRENCH GENERAL NOTES
DEPTH B. AT DENUDED LIMITS WHERE A REQUIRED UNDISTURBED BUFFER IS 50 FEET
OR LESS AWAY. 1. BEDDING SHALL BE CLASS I-A WORKED BY 6. SELECT BACKFILL NOT UNDER PAVED AREAS
PLAN' GENERAL NOTES: HAND. IF GROUNDWATER IS ANTICIPATED, CAN BE CLASS IV-A COMPACTED TO 95% STORE NUMBER 13036
8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE THEN BEDDING SHALL BE CLASS I-B STANDARD PROCTOR.
COMPACTED TO 95% STANDARD PROCTOR. 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE
1. FILTER FABRIC FENCE SHALL BE A MINUMUM OF 32" IN WIDTH AND (WITHIN 5 FT.) WHEN GRADING IS ADJACENT TO STREAMS, WITH ASTM D 2321-LATEST EDITION. PROJECT NAME
......... SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. WETLANDS, OR STREAM BUFFERS. 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS 8. ALL MATERIALS SHALL BE INSTALLED IN W"09A"000"
I-A OR CLASS I-B OR CLASS II COMPACTED TO MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN
95% PROCTOR. WITH ASTM D 698. CLASS III AND IV-A
6" NO. 5 WASHED STONE OVER FOR A PERIOD OF MORE THAN 30 DAYS. MAINTENANCE NOTES: MATERIALS SHALL BE COMPACTED NEAR
SheetingNCDOT TYPE 2 FILTER FABRIC 3. INITIAL BACKFILL SHALL BE CLASS I-A OPTIMUM MOISTURE CONTENT.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY WORKED BY HAND, OR CLASS I-B OR CLASS II HWY 16 AND HWY 73, DENVER, NC
SELF-FASTENER ANGLE STEEL TYPE. RESPONSIBLE PARTY OR HIS/HER AGENT IMMEDIATELY AFTER EACH COMPACTED TO 95% STANDARD PROCTOR. 9. FILL SALVAGED FROM EXCAVATION SHALL BE
Base Flow / FREE OF DEBRIS, ORGANICS AND ROCKS
1 Foot RIP RAP THICKNESS, T RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. 4. INITIAL BACKFILL NOT UNDER PAVED AREAS LARGER THAN 3".
Work' Area (2 Foot 'Minlmum� 4. WIRE FENCING SHALL BE AT LEAST #10 GAUGE WITH A MINIMUM OF ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. S BE CLASS Ill COMPACTED TO 90% DRAWING TITLE
STANDARD PROCTOR.
OCTOR. 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED,
SECTION A-A 6 LINE WIRES WITH 12" STAY SPACING. SHORED, SHEETED, BRACED, OR OTHERWISE SITE DETAILS
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END 5. SELECT BACKFILL SHALL BE CLASS I, u, OR SUPPORTED IN COMPLIANCE WITH OSHA
5. TURN SILT FENCE UP SLOPE AT ENDS. OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE III COMPACTED TO 95% STANDARD PROCTOR REGULATIONS AND LOCAL ORDINANCES. CADD PLOT: SCALE: 1 Z30' DRAWING NO.
Cross Section Of Sandbag/Stone/Stone Diversion. RIP RAP FABRIC SHALL BE REPLACED PROMPTLY. WITH TOP 24" COMPACTED TO 100%
g LOCATION PIPE SIZE A B C D E F G H T CLASS STANDARD PROCTOR.
6. WIRE MESH SHALL BE MIN. 13 GAUGE WITH MAXIMUM 12" OPENEINGS.
CULVERT A 72" 24' 16' 3.5' 2' 2' 9.5' 7' 4' 34" 2 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN THE DEPOSITS REACH APPROX. DRAWN BY:
7f
DITCH B 24 17 10 2.5 1.5 1 8 5.5 3 22 1 7. WIRE AND WASHED STONE WILL BE REQUIRED AND NOTED ON PLANS WHEN: HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
SECTIONA- VOID PLOT: DJM CV7 . 0
A. AT TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE) PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
OR ALONG WATER COURSES. TO THE EXISTING GRADE, PREPARED AND SEEDED. DATE. 07/12/10
SUPERSEDES
PUMP AROUND PRACTICE N.T.S. 13 RIP RAP PLUNGE POOL N.T.S. 10 TEMPORARY SILT FENCE FOR HIGH RISK AREAS N.T.S. 4 TRENCH DETAIL FOR STORM DRAIN AND UT10Y PIPES N.T.S. 1 PLAN DATED: REVIEWED BY:

wg_�__VAK&��
. ASPHALT PAVING FACILITIES PLANNING, DESIGN, & ENGINEERING
COURSE, PER PLAN 106 WILMOT ROAD
3000 PSI CONCRETE KEYED NOTES DEERFIELD, IL 60015-5105
W 12' CONCRETE THRUST BLOCK SCHEDULE 0-- 6 (D . PIPE CONSULTANT PROJECT NO. 50243
- - - - ­��� ­��� �­ I - PIPE BEND CONCRETE FILLED AT ALL
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DUMP LOOPS ....... � 2. PAINT 2" BLACK OUTLINE AROUND 1. INSTALL 1%1/4" CONTROL JOINTS WITH A 1/8" RADIUS WHERE SHOWN ON PLAN; COMPRESSIBLE FILLER �D 1/4" TOOLED JOINT
ARROW AND LETTERS FOR PROJECTS ON CENTER. 0 N/A (D (3/4" MAXIMUM).
I ", WITH CONCRETE PARKING LOTS. CUT BACK AND 6" X 6" #1 0 W.W.F. W"WgA"0010"
11 2. INSTALL 1/2" EXPANSION/ISOLATION JOINTS WITH A 1/4" RADIUS AT 50 FT ON �D 4" COMPACTED �D
A.- �� AGGREGRATE BASE PROVIDE SEALANT, HWY 16 AND HWY 73, DENVER, NC
�­ CENTER AND ADJACENT TO ALL RIGID OBJECTS. FILL JOINT WITH SEALER FLUSH TYPICAL, AT ALL
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INSTALLATION SECTION DATE: -07/12/1 0 CV7 . 1
I . " 'PERSEDES
PERMANENT MARKER AT STREAM BUFFER N.T.S. 13 CATCH BASIN INLET PROTECTION N.T.S. 1 0 PAVEMENT PAINTING N.T.S. 7 HEAVY DUTY CONCRETE N.T.s. 4 TYPICAL PERIMETER SIDEWALK N.T.S. 1 PLAN DATED- REVIEWED BY-
-11 _11 -,/) -,/)

EQUAL SPACING— INSULATED
BOTH DIRECTIONS FIBERGLASS ORo O o 0
ALUMINUM 3'-0" MIN.
ENCLOSURE WITH CONTINUOUS FLUSH CURB FACILITIES PLANNING, DESIGN, & ENGINEERING
MANUFACTURER PASSAGE X BACK OF WALK CONC. SIDEWALK
SUPPLIED SET ROOT COLLAR PER PLAN 106 WILMOT ROAD
HEATING AT SLOPE LINE m DEERFIELD, IL 60015-5105
ELEMENTS; I C
m NOTE:
l EXP.
1
.... ��
�::::::::.::::::::::::::::::::: JOINT- z
F 5' 1 u�— PROVIDE DETECTABLE WARNING
SIZE AS EXISTING SLOPE 12' :/. ' _ :
REQUIRED TO EXP. JOINT Ay### :#:#sssssssssssssss's�A ACK OF CURB SURFACE; SEE DETAIL CONSULTANT PROJECT NO. 50243
6 FIT BACKFLOW
LINING PER SCHEDULE NOTE:
R Z OUTLET PREVENTION SHRUB SHALL BEAR SAME RELATIO -• "-'`- err PROJECT TYPE
6" MIN. DEVICE /-lr X �o FLUSH CURB
TO FINISHED GRADE AS IT BORE �u:1 ry 6'-0" 4'-0" 6'— FACE OF CURB DRAWINGS/SPECIFICATIONS BY:
FREEBOARD �� FACE OF CURB
ELECTRICAL OUTLE
TO PREVIOUS GRADE EXCEPT IN
L I PLAN — PARALLEL RAMP NOTE:
MIN. TOP WIDTH, W , 1 AREAS OF COMPACETD FILL N WARNING WALGREENS'
SHRUB TO BE PLANTED 4" — 6 �° r
PROVIDE DETECTABLE
' 12:1 SLOPE 12:1 SLOPE SURFACED SEE DETAIL
❑
ABOVE FINISHED GRADE.
� 5 TRANSITION FROM ® LANDLORD'S CONSULTANT
CONCRETE SLAB (TYP.) ' rr 4' WALK TO 5' WALK. 6' 4 6'
ALL WALKS MUST BE
THIN BRANCHES AND FOLIAGE � 5 WIDTH AT SS NOTED OTHERWISE, Y.
RAMIP
ALL CONSTRUCTION WORK UNLESS B
ENCLOSURE WALL (NOT ALL END TIPS) BY 1/3 ELEVATION PLAN ❑ WALGREENS' CONTRACTOR
1
0 1 i RETAINING NORMAL PLANT
SHAPE. THINNING NOT
12:1 SLOPE 12:1 SLOPE
' 3 ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
ZR ANCHOR I i REQUIRED ON EVERGREENS SLOPES �•I �•j
ZL ......... SIDEWALK 3'-0" MIN. BACK OF WALK STORE BUILDING
...............�... 4' Gt*�1G ...1�LAF3 ; EXP. JOINT CONTINUOUS
PASSAGE FLUSH ELEVATION DEPRESS CURB AT WALK
a
�X CURB BACK OF CURB
6" FACE OF CURB PERPENDICULAR RAMP NEW. .
S rn C B+ C Im ?L WITH CONTINUOUS WALK PERPENDICULAR TO CURB NEW. . . . . . . . . . .
1 + REMODELING . .El CONCRETE SLAB 4" MULCH THROUGHOUT qy fq EXISTING . . . . . . . . ❑
BOTTOM WIDTH, B PLANTING BED RELOCATION . . . . . . ❑
X EXP. JOINT GENERAL NOTES NEW SHELL ONLY . ❑
REMOVE BURLAP FROM 6'-0,, 0" OTHERS . .El
DI 4'-0" 6'- NOTE: 1.AT PUBLIC STREET INTERSECTIONS, RAMP PLACEMENT AND CONSTRUCTION
SECTION LOOKING UPSTREAM TOP 1/3 OF BALL. REMOVE MENS�ONS AT EDGE OF PAJEMENT PROVIDE DETECTABLE WARNING SHALL CONFORM TO NCDOT STANDARDS. DUAL RAMPS SHALL BE REQUIRED
CONTAINERIZED PLANTS FROM SURFACE; SEE DETAIL AT LOCATIONS SHOWN ON PLAN.
THEIR CONTAINERSIX< PLAN — DIAGONAL RAMP
2.ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
MIN. NOTES: MOUND TOPSOIL 4"------ 12 3.RAMP SURFACE SHALL HAVE COURSE FINISH CONTRASTING WITH ADJACENT
TO FORM SAUCER ADJACENT WALK ® 1/4" PER FOOT
BOTTOM DEPTH OF MIN. TOP LINING 1. PROVIDE 120V, GROUND FAULT PROTECTED, CIRCUIT TO BFP FOR UNIT HEATERS (REFER TO WALKWAY.
BACK OF CURB
LONG. SLOPE WIDTH B SIDE SLOPE LINING, D WIDTH, W THICKNESS, ELECTRICAL PLAN). MOUNT OUTLET 6" ABOVE DISCHARGE POINT OF RPZ UNITS. 3-3 4"
DITCH (FT/FT) (FT) ZL ZR (FT) (FT) LINING TYPE T (IN) KEEP SAUCER LEVEL ` '" 1 3-3/4" 1 4" PER FOOT / 12 FACE OF CURB 4.GUTTER FLOW LINE SHALL BE MAINTAINED THROUGH THE RAMP AREA.
2. LEVEL SURFACE AROUND BFP 6' IN EACH DIRECTION BEYOND ENCLOSURE OUTSIDE DIMENSIONS. , .. ..
A PER PLAN 0 3 3 1.0 6 North American Green C350 - .,.,.t.. ,,-, 6' �� ;-';' '''.:+. �- ."�"�'' '` *�"' � `O 5 THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE GUTTER FLOW LINE
PLANTING MIXTURE r
B PER PLAN 2 3 3 2.0 14 North American Green C350 _ 3. POUR FULL CONCRETE PAD 4" THICK AROUND BFP, MIN. 6" IN EACH DIRECTION BEYOND ENCLOSURE i ''l'' +'. '.<"`-"`:``.•"'
INSIDE DIMENSIONS. AS SPECIFIED
X.
S-0" 2'-0" SLOPE "A" 12:1
4. INSTALL ENCLOSURE PER MANUFACTURE'S SPECIFICATIONS. SCARIFY TO 12" DEPTH 1 SECTION X-X SLOPE "B"
5. ENCLOSURE SHALL INCLUDE DRAIN PORTS FOR DISCHARGE WATER. PARALLEL RAMP SLOPE "C" 1/2"/FT
CoWenest
6. FOR FIRE LINE INSTALLATIONS, PROVIDE TAMPER SWITCHES CONNECTED TO ALARM CONTROL PANEL LEVEL GROUND WITH CONTINUOUS WALK PARALLEL TO CURB
(SEE ELECTRICAL PLAN). & stom
Land Planning
TYPICAL DITCH SECTION N.T.S. 15 TYPICAL BFP ENCLOSURE INSTALLATION N.T.S. 12 SHRUB PLANTING DETAIL N.T.S. 9 Landscape Architecture
ADJOINING SLOPE = Y:X Civil Engineering
SLOPE SHALL X WHERE X IS A VARES PER MANUF. = Urban Design
NOT EXCEED oY LEVEL PLANE N
REFERENCE KEYED NOTES 1:20
WALK STREET '.": • • . o,s'� ""I,4::..:.�.: .. - 200 South Tryon Street
6•, DIVISION 03-CONCRETE- MEASUREMENT OF CURB RAMP SLOPE
s. 03 30 19 24"0 CONCRETE FOOTER BELOW FROST LINE (4'-0" MINIMUM). 2.35" (TYP.) le Suite 1400
DIVISION 05-METAL- Charlotte, North Carolina 28202
S
05 10 06 2" X 2" STEEL TUBE EXTENDED INTO CONCRETE FILLED 6"0 PIPE CLOSURE PLATE AT TOP OF TUBE.
o�9�F Te1704. 376. 1555
sC+�L�2-- c���li�, � DIVISION 07-THERMAL AND MOISTURE PROTECTION
- SECTION OF "DOME STAMP"
R�-p s 'S-_10_ , 07 46 01
DOWNSPOUT. X Fax [phone]
07 90 01 SEALANT. PEWALKRIAN PATTERN IN SURFACE 2.35" www.colejeneststone.com
DIVISION 10-SPECIALTIES- 2,35" O
10 14 48 STANDARD USDOT R7-8 SIGN (BOTH SIDES-WHERE APPLICABLE). SEE SIDE FLARE 0.9" DIA., n O O
10 14 49 SUPPLEMENTAL SIGNS, "VAN ACCESSIBLE" AND/OR $ - FINE AS APPLICABLE. NOTE BELOW 0.2"H. �J O O O m O O
SIGNS MOUNTED TO BUILDING WALL OR COLUMN IS THE PREFERRED DETAIL WHERE ALLOWED. FOR I-' I _ O N O O
v 10 14 50 J -
w 8- FREESTANDING SIGN SEE DETAIL 3/C-520. '� nnnff{ '° 'n
N
10 14 51 STAND-OFF BRACKET (WHEN DOWNSPOUT IS PRESENT) AT TOP AND BOTTOM OF SIGN. DO NOT ANCHOR CURB RAMP ?2.35"?2.35"I��
SIGN TO DOWNSPOUT. O O
10 14 52 SIGN. "X" IS 60" MIN. AT AN OUT SWING TRIANGULAR PATTERN SQUARE PATTERN
DIVISION31-EARTHWORK- DOOR WITH A SLOPE OF 1:50 (2%) (EITHER PATTERN IS ACCEPTABLE)
31 23 01 FINISHED GRADE. MAXIMUM. LEVEL SURFACE IS PREFERED. PLAN OF "DOME STAMP" PATTERN IN SURFACE
o_
oq�
SIDE FLARE NOTE: (SEE REFERENCE DIAGRAM
9��T ABOVE). SIDE FLARES SHALL HAVE A
r CURB RAMPS MUST HAVE A DETECTABLE WARNING FEATURE EXTENDING
y MAXIMUM SLOPE OF 1:10 (10%). WHERE "X"
3 ti THE FULL WIDTH AND DEPTH OF THE RAMP (MID—WALK "IN—LINE"
IS LESS THAN 48", SIDE FLARE SLOPE RAMPS ONLY NEED DETECTABLE WARNINGS AT WALK/PARKING
SHALL BE 1:12 (8.33%) MAXIMUM. WHERE "X" TRANSITION). THE DETECTABLE SURFACE MUST CONSIST OF RAISED
-P IS LESS THAN 36", WALGREENS PREFERS
THE "IN—LINE" RAMP SHOWN BELOW. TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A
HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER—TO CENTER SPACING
`SoJ OF NOMINAL 2.35 INCHES. THE TEXTURE OF THE DETECTABLE WARNING
`r�oo FEATURE MUST CONTRAST WITH THE SURROUNDING SURFACES (EITHER 1 09/13/10 DJM PER WALGREENS COMMENTS
F 1 1/2% LIGHT—ON—DARK OR DARK—ON—LIGHT). SEE ABOVE.
2% MAX. ACCEPTABLE PAVER MANUFACTURERS: 2 09/29/10 DJM PERMIT REVIEW
epos Ao��F� —HANOVER ARCHITECTURAL PRODUCTS, DETECTABLE WARNING PAVERS,
s www.hanoverpavers.com/html/detectable.htmI
tiy PLAN —TekWay' '— DETECTABLE WARNING SYSTEM
www.stronggo.com
T� 1:12 (8.33%) MAX. —NuWay, DETECTABLE WARNING PAVERS
ELEVATION *SLOPE < 5% = WALK www.nuwayinc.com
(NOT RAMP).
"IN—LINE" RAMP
ACCESSIBLE PARKING - SIZE AND MARKINGS N.T.S. 8 NOTES: A CURB RAMP(S) MUST BE PROVIDED ALONG
AN ACCESSIBLE PATH FROM THE PARKING LOT TO
WALGREENS CURBED SIDEWALK.
1 1/2' R
A CURB RAMP(S) MUST ALSO BE PROVIDED IN THE NO. DATE BY REVISIONSDESC
CONST
OF PARKING STALL PARKING LOT AT ALL INTERMEDIATE AND PERIMETER
4 7/8" 5„ N CURBS ALONG THE ACCESSIBLE ROUTE CONNECTING TO 6"DO NOT T EXPOSE T AND EPAVER EDGES S CERTIFICATION AND SEAL
<10 14 48 PUBLIC SIDEWALKS.
12x12 TRUNCATED
RES RV � LATEX OR EPDXY DOME PAVERS W/ ///��//�I �`����
N I A RAMP IS ANY SLOPE GREATER THAN 1:20 (5%) AND MODIFIED CEMENT SEALED GROUT JOINTS ���I�' & ������� `.�`�� �N •,,,•,Rp� ��'�,
SHALL HAVE A MAXIMUM SLOPE OF 1:12 (8.33%). THE MORTAR LEVELING �� S ST �''�''� SSA •'•
4 1/4" 4 1/4" MAXIMUM SLOPE IS 1" OF RISE PER FOOT OF COURSE. —o"MIN. OR FULL RAM `��,��� o�PpRq, O�! _�.�pFE arl1.
<10 14 49 I DISTANCE TRAVELED. ALL DETECTABLE WARNING AREAS \ COMPACTED BASE \W SEAL <"' _ a SEAL
AROF THE RAMP ARE TO HAVE AN INTEGRAL RED COLOR. N C-1361 '+
N .a - Q. ° \ :2 C-103 Q ,O 25163
1/2' R 3" 3' THE CLEAR WIDTH OF ANY RAMP IS A MINIMUM OF cAR `�� ',�••FNG EF,`�.'�
IO .Jy",°•yt.. ,.{'yy,�. %4�. ^n�.! '4,v4`SF,y�y,..:, ii.:t.. i.T. .'.'C.F..k Y: '',1 I, '•••• ••''�
CURB RAMPS HAVE A MAXIMUM RISE OF 6" AND DO "— '— ' ������������►���09/29/10
NOT REQUIRE HANDRAILS. SECTION AT CURB RAMP WITH
<07 90 01 ANY RAMP WITH GREATER THAN A 6" RISE SHALL
0 ALTERNATE TRUNCATED PAVERS W/DOMES The drawings, the project manual and the design shown
� HAVE HANDRAILS ON BOTH SIDES AND CURBED EDGE
0 PROTECTION ON BOTH SIDES. EDGE PROTECTION theron are instruments of ColeJenest & Stone, P.A..The
00 CONSISTS OF CURBS, WALLS, RAILINGS, OR
Z PROJECTING SURFACES THAT PREVENT PEOPLE FROM reproduction or unauthorized use of the documents without
�� c0—n SLIPPING OFF THE RAMP. HANDRAIL DETAILS SHALL consent of ColeJenest & Stone, P.A. is prohibited.
<31 23 01 , 1 , ,
`� FOLLOW ACCESSIBLE GUIDELINES.
<03 30 19::::� 00
0 ColeJenest & Stone, P.A. 2010
n
1' 0" SEE NOTE
STORE NUMBER 13036
USDOT STANDARD R7-8 SIGN BELOW
": .a I PROJECT NAME
I
o a W"WgA"0010"
VAN I
ACCESSIBLE I _
HWY 16 AND HWY 73, DENVER, NC
a DRAWING TITLE
SITE DETAILS
NOTE (R7-8 SIGN): THIS IS A STANDARD SIGN AND MAY BE CADD PLOT: SCALE: 1 Z30' DRAWING NO.
ORDERED FROM ANY TRAFFIC SIGN SUPPLIER BY NUMBER. THE SIGN
MUST BE SUPPLEMENTED WITH A "VAN ACCESSIBLE" SIGN AS DRAWN BY:
IT
APPLICABLE AND/OR AMOUNT OF THE FINE FOR ILLEGALLY PARKING
IN THE RESERVED SPACE(S) A MUNICIPALITY MAY IMPOSE. CONFIRM VOID PLOT: DJM CV7 . 2
WITH LOCAL REGULATIONS. DATE: 07/12/10
SUPERSEDES
ACCESSIBLE PARKING SIGN N.T.S. 7 ACCESSIBLE RAMP STANDARD N.T.S. 1 PLAN DATED: REVIEWED BY:

GENERAL INSTALLATION NOTESo
1. STRIP VEGETATION AND ORGANIC SOIL FROM WALL AND
GEOSYNTHETIC ALIGNMENT. FACILITIES PLANNING, DESIGN, & ENGINEERING
Q 2. BENCH CUT ALL EXCAVATED SLOPES. 106 WILMOT ROAD
DEERFIELD, IL 60015-5105
EXIST. o o 3. DO NOT OVER EXCAVATE UNLESS DIRECTED BY SITE SOIL
GRADE Z Z ENGINEER TO REMOVE UNSUITABLE SOIL. IMPERVIOUS FILL CONSULTANT PROJECT NO. 50243
�
_ V) N MIN. 8" THICK
4_0 w w 4. SITE SOIL ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING PROJECT TYPE
COMPETENT PER THE DESIGN STANDARDS AND PARAMETERS.
PROP. � 733.0 5. BASE SHALL CONSIST OF COMPACTED COARSE SAND AND/OR
CAP UNIT 3 DRAWINGS/SPECIFICATIONS BY:
GRADEJ GRAVEL, 6" THICK MIN. ADHERE TO TOP UNIT 1 � -"r ❑ WALGREENS'
VARIES (2) EXISTING W/ CONCRETE ADHESIVE
SEE PLAN CATCH BASINS
6. CONTRACTOR MAY OPT FOR A LEAN CONCRETE PAD. CONCRETE ® LANDLORD'S CONSULTANT
4" MULCH THROUGHOUT PAD SHALL BE UNREINFORCED, 1" TO 2" THICK MAXIMUM.
PLANTING BED ® ® 7. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE \/ GEOSYNTHETIC REINFORCEMENT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
\/ /�/ LENGTH, TYPE, AND SPACING
12" FOR WALL HEIGHTS FROM 4 FT. AND UP, 6" BELOW 4 FT. �� �\� AS SPECIFIED BY WALL DESIGNER ❑ WALGREENS' CONTRACTOR
ADJACENT PLANTING � � \
AREA OR PAVING UNLESS SHOWN DIFFERENTLY. MODULAR CONCRETE
FACING UNITS ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
8 INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. STORE BUILDING
a RETAINED BACKFILL
_y
y
9 AS. BACKFILL MATERIAL SELECTION AND PLACEMENT SHALL BE UNIT CORE FILL
DRIVEWAY PROFILE AT HIGHWAY 73 A_ DIRECTED BY THE SITE SOIL ENGINEER. a 1 (3/4" CRUSHED NEW. . . . . . . . . . .
SCALE 1 20. 10 ROC STONE) I I -� I NEW. .
10 OUTLETS MAX 40 FT `-' III—I REMODELING . . . . . .El
PIPE IS USED, PROVIDE 0 ... ....... ..... ......... ..... ........
ON CENTER _ EXISTING . . . . . . . .
WHERE DRAIN D 8
�, /�\\ \ RELOCATION . . . . . . ❑ ❑
PLANTING MIXTURE` NOTCH WALL AT 11. FOR UNITS TO BE EMBEDDED, COMPACT FILL IN FRONT OF o fir\\j//\ \\r� EXCAVATION LINE NEW SHELL ONLY . ❑
AS SPECIFIED - DRIVEWAY CROSSING UNITS AT THE SAME TIME BACKFILL BEHIND UNITS IS OTHERS . .❑
8" - 10" DEPTH SEE DETAIL 9/CV7.4 COMPACTED.
EMBEDMENT DEPTH REINFORCED BACKFILL
AS SPECIFIED Br COMPACTED TO 95% OF MAXIMUM
a 0 12. COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS WALL DESIGNER
w INSTALLED. THE MINIMUM NUMBER OF TESTS SHALL BE STANDARD PROCTOR DENSITY
CD Z DETERMINED BY THE SITE SOILS ENGINEER.
Z �\ \
=P. Cn X 13. COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD
GRAADE w 739.5 w PROCTOR DENSITY.(ASTM D-698)
t% 14. GEOSYNTHETIC REINFORCEMENT SHALL BE AS SPECIFIED BY
WALL DESIGNER. PULL GEOSYNTHETIC TIGHT PRIOR TO —I I I—I I I-1 1
72" RCP BACKFILLING. - -
15. GEOSYNTHETIC SHALL BE PLACED WITH STONGEST DIRECTION GRANULAR LEVELING PAD � �
EXIST.-----' PERPENDICULAR TO WALL. FOLLOW GEOSYNTHETIC 6" THICK MIN.
GRADE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN
EXISTING CONCRETE SPECIFICATIONS. & stom
RETAINING WALL
Land Planning
GROUNDCOVER PLANTING N.T.S. 15 DRIVEWAY PROFILE AT HIGHWAY 16 SCALE: 1"-20' 9 SEGMENTAL CONCRETE BLOCK RETAINING WALL N.T.S. 3 Landscape Architecture
Civil Engineering
SAW-CUT LINE SAW-CUT LINE
2 1/2" S9.5C ASPHALT END OF ROADWAY MARKER Urban Design
1'-6" CURB AND GUTTER (ER-1, 24"x24", RED)
EXISTING 200 South Tryon Street
ASPHALT,
Z MATCH EXISTING DEPTH NCDOT CL II RIP RAP BANK Suite 4
(10" MIN. B25.00) ORNCABCE ER-1 °� PROTECTION TO TOP OF BANK Charlotte, North Carolina 28202
BASE
Tel 704. 3 76. 1555
PAVEMENT Fax [phone]
•
20' 20' www.colejeneststone.com
STREET BARRICADE
1 1
40' °
3' END ROAD FILL t2 5; f2.5;
o MATCH EXISTING MATCH EXISTING
N
12" PIPE 12" TRANSITION FROM 2'-6" CURB
O.D. TO 1'-6" CURB AND GUTTER IN SIGN LOCATION DETAIL
20'-0' NCDOT TYPE 2 FILTER FABRIC
1/2" EXPANSION JOINT (TYPICAL EXISTING CHANNEL
END OF EACH RADIUS) CROSS SECTION
e# .....
SECTION
RIGHT OF WAY OF POST
0
(14 GAUGE)
1
F
�.�. y��..�. . COMPACTED EARTH 42'
r
....... .....: .....
ELEVATION SECTION NOMINAL PIPE DIAMETER DEPRESS CURB o Q :. r
.
Cn FOR FUTURE GROOVE JOINT TYP. 0 z
w ACCESSIBLE RAMP POST o g
NOTES: Q (TYPICAL EACH 2'-6" CURB AND o
SIDE GUTTER o �w N
1. ALL EXISTING CONCRETE AND ASPHALT PAVEMENT TO BE CUT WITH A SAW FOR ) 30' Rom` -15' R o 0-1 1 09/13/10 DJM PER WALGREENS COMMENTS
A CLEAN EDGE.
o
``' 2 09/29/10 DJM PERMIT REVIEW
2. ALL PAVEMENT REPAIRS ARE SUBJECT TO APPROVAL BY NCDOT. o a
0 �.
3. SHORING REQUIRED IN ACCORDANCE WITH OSHA STANDARDS, PART 1926, SUBPART P. : o
0
0
EXISTING EOP BASE 0
0
TIE TO EXISITNG (SLEEVE) 0
0
0
CURB AND GUTTER, TYP.
PAVEMENT REPAIR N.T.S. 14 DRIVEWAY ENTRANCE AT HIGHWAY 73 N.T.S. 8 END OF ROAD MARKERS N.T.S. 5 RIPRAP BANK PROTECTION N.T.S. 2
NO. DATE BY DESCRIPTION CONST
1'-6" CURB AND GUTTER REVISIONS
W' BEAM RAIL ROUTED WOOD 'W' BEAM RAIL CERTIFICATION AND SEAL
NOTES: 28 OFFSET BLOCK Z" 41"
8 4 STD. W6x9 GUARDRAIL 0Iuunuiii
1. BIKE RACKS SHOULD BE INSTALLED AS PER &, ��i �• '�N 0� •�
POST ® 6'-3" SPACING ////////I/j ������ C/�R
MANUFACTURER'S RECOMMENDED INSTALLATION HEAD BOLT ROUTED WOOD ����,��5•• "' •STp �O��'•F�cSS/o°•.��'��
PROCEDURES.
7" LONG WITH 13/16" OFFSET BLOCK r c° SEAL F ��� 'QUO ���•'�
2. ALL DIMENSIONS SHOWN ARE MINIMUM. WASHER AND NUT DIA. HOLE W' BEAM RAIL J: c-�ssi \ _ SEAL
0 co 00 O o C-103 ��' \ 25163
6'-0" N
1-1 4" DIA. SCH. 40 4'-0'• TRANSITION FROM 2'-6" CURB � .�cAR ; `� ����.°•F`N ��°;'�.``�
v GALVANIZED STEEL PIPE 2� 10-6" CURB AND GUTTER IN ►���' ,1��� '.���', TO G. ....
W/ WHITE PVC COVERING 1/2" EXPANSION JOINT (TYPICAL 4$ °' '"//„///'' ���"'I'�D111110, 09/29/10
11' 9 R, STD. W6x9 GUARDRAIL I
Z TYP. END OF EACH RADIUS)
o POST ® 6'-3" SPACING PLAN VIEW
mRIGHT OF WAY The drawings, the project manual and the design shown
M 4" - 3500 PSI theron are instruments of ColeJenest & Stone, P.A..The
o CORE DRILL 1" 0 CONC. SLAB TRAFFIC
0 LARGER THAN i 30' GROUND LINE GROUND LINE reproduction or unauthorized use of the documents without
Q PIPE DIA. N DEPRESS CURBS FOR consent of ColeJenest & Stone, P.A. is prohibited.
FUTURE ACCESSIBLE RAMP GROOVE JOINT TYP. 2-6" CURB AND
GUTTER
(TYPICAL EACH SIDE) _ ColeJenest & Stone, P.A. 2010
w o
SIDE VIEW 24" �� GENERAL NOTES:
GROUT 15' R, TYP 10
1) DETAIL INFORMATION TAKEN FROM THE NORTH STORE NUMBER 13036
CAROLINA DEPARTMENT OF TRANSPORTATION
EDGE OF SLAB ROADWAY STANDARD DRAWINGS DETAIL 862.02 PROJECT NAME
2) FOR ADDITIONAL DETAILS NOT SHOWN, SEE
v 2$-9$' NCDOT ROADWAY STANDARD DRAWINGS
LL Cn EXISTING EOP W"WgA"0010"
3) THE ROUTED BLOCK SHALL CONFORM TO ALL
Z Q REQUIREMENTS OF SECTION 862 OF THE HWY 16 AND HWY 73, DENVER, NC
o Cn TIE TO EXISITNG NCDOT STANDARD SPECIFICATIONS.
m 11 p CURB AND GUTTER, TYP. DRAWING TITLE
2'-9" TYP. bi 4) BOUTED THE BLOCK MAY BE USED WHERE APPROVED SITE DETAILS
of 0 0
a w FRONT VIEW SIDE VIEW CADD PLOT: SCALE: 1-30' DRAWING NO.
DRAWN BY:
VOID PLOT: DJM
WALL OR BUILDING FACE CV7 . 3
PLAN VIEW DATE: 07/12/10
SUPERSEDES
INVERTED AUn RACK FOR BICYCLE PARKING N.T.S. 13 DRIVEWAY ENTRANCE AT HIGHWAY 16 N.T.S. 7 VEHICULAR GUARDRAIL N.T.S. 1 PLAN DATED: REVIEWED BY:

V Q 0 Q O O
(4) ALUMINUM
HINGED VAULT FACILITIES PLANNING, DESIGN, & ENGINEERING
ACCESS COVER 106 WILMOT ROAD
SOD PER EXISTING EXISTING T/VJALL EL DEERFIELD, IL 60015-5105
SLOPE TO DRAIN
PLANTING PLAN FINISHED GRADE
(SEE EXISTING CONDITIONS REDUCED PRESSURE PRINCIPLE ASSEMBLY
CONCRETE CURB PER ON SHEET CV6.0 CONSULTANT PROJECT NO. 50243
DETAIL 5/CV7.1 SAND FILTER DEMO TOP OF EXISTING SHUT-OFF VALVE #1 SHUT-OFF VALVE #2 PROJECT TYPE
CHAMBER CONCRETE GRAVITY RET.WALL SEE DETAIL 2/CV7.1 RESILIENT SEATED GATE VALVE CHECK VALVE #1 RESILIENT SEATED GATE VALVE
TOP OF SAND FILTER TO BOTTOM OF PAVEMENT FOR�,����,
TO BE 1'f BELOW (TRAPPED SOLIDS DRAINAGE COURSE WITH HANDWHEEL OPERATOR. WITH HANDWHEEL OPERATOR. DRAWINGS/SPECIFICATIONS BY:
FINISHED GRADE NEW DRIVE EL SEE NOTES #2 & #3. CHECK VALVE #2 SEE NOTES #2 & #3.
ELEV.736.00
(SEE GRADWG PLAN)
WALGREENS'
TOP OF FILTER HEAVY DUTY CAST IRON FRAME HEAVY DUTY ASPHALT
.........................................................................................................................................................................
& GRATE NEENAH R-4990-AX TEST COCK #1 LANDLORD'S CONSULTANT
PAVING, SEE DTL. 2/CV7.1 NEW T/WALL EL SEE NOTE #4
OR APPROVED EQUAL. a SUBGRADE EL.
SLOPE TO DRAIN '4 , \\ \\�` RESTRAINED JOINT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
ELEV:731.08 8" //\� SEE NOTE 5
SEPARATOR BTM OF WEIR 18" FILTER SAND a \// ❑ WALGREENS' CONTRACTOR
WALL ASTM C-33 �� wAu DEMO NorEs: b
ELEV.730.83 I. CUT WALL DOWN TO BOTTOM OF REMOVABLE ® ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
PAVEMENT DRAINAGE COURSE INSULATED ENCLOSURE y DUCTILE IRON PIPE OR
TOP OF SAND
g. 6„ 8 FLOW
_ WITH DRAIN PORTS. (.......:....I I ..:....I TYPE K OR L COPPER STORE BUILDING
.... W : ° , 2 IF WALL IS CUT LOWER THAN THE
ELEV.729.33 .::_ :: ..., EXISTING GRAVITY PAVEMENT.BRING SUBGRADE OVER I I
r+ Q :. RETAINING WALL ° ° !A TOP OF WALL BACK TO SUBGRADE I TUBING FOR MIN. 5'
..... .a... .. ELEVATION w/ 57 STONE WRAPPED (.............I I ........I
N TOP OF FILTER STONE M FILTER FABRIC ON 451DE5 SLOPE GROUND ON EACH END OF ASSEMBLY.
INFLOW PIPE(S) M `'# EXISTING I .........� )
r� WEEP HOLEs AWAY FROM COVER SEE NOTE 5
INV. 731.12 °r . a o NOT PLACE SOIL OVER TOP ( ...,..,.....I 12 MIN. RELIEF VALVE I [ # NEW. .
F WALL I.......=...a 30' MAX. OU TLET .......) NEW.
ELEV.728.33 "�
-.: .
--: . REMODELING . . . . . .❑
....... ...., ..........
�..
.. ... .. .., ,. .,, ' .. .., ,. ,.. ..., .. ,.. , NEW CLEAN WASHED
t...: . ....... _. .. :_.: ........ ..:... .;; ....: ....:.:: i_�,_.�
SEDIMENTATION BOTTOM OF FILTER -.
...... ............ O O ASTM 57 STONE 3: :.;;,. EXISTING ❑....... .....,. . '.'I
.....::�:a .. ......: .. .......:....... �:: ...... ......, ......:.: .. : ,.....; ...:;... . WRAPPED IN FILTER FA
BRIC ABRIC ...... _..Y Y "Y ..
..... :.... ... ... ... ... .... ... ,... .. O O ,,... ..,.. .., ,, ..... ,..
CHAMBER :. .. .. :. .:. . ... :. .:. . ... :. .:. .. RELOCATION . .
. . . RESTRAINED JOINT : LOWEST POINT OR ,, ,, ,, . ❑
O ,
O O ° , OUTLINE OF FILTER FABRIC
NEW SHELL ONLY . .
( O o 0 0 SEE NOTE #5 RELIEF VALVE OUTLET ❑
HEAVY SEDIMENTS,
...
ORGANICS, ° ° OTHERS . .❑
DEBRIS 0 00°°° ` PERFORATED
O 00000 • . . FOUNDATION DRAIN, EXTEND SUPPORT, PAD AND
.......... ....:'. ... .` ........ O O O O O ° TO DAYLIGHT AT DRIVEWAY
6" MIN. I#57NG CONTINUOUS 6" O °O°O FILL SLOPE CONCRETE FOOTING
STONE BEDDING 12" MIN. 12" MIN. COMPACTED DEPTH VARIES 6"-11" O O ° °
PERFORATED 00 o ExIsnNG AS REQUIRED
PVC UNDERDRAIN AGGREGATE (SEE GRADING PLAN) 0 DO 0 DO 0 O o € FINISHED GRADE
WITH CLEANOUT
AT UPPER END SLOPE INVERT O ° °
3500 PSI CONC. TOWARD OUTLET A
COMPACTED SUBGRADE (SEE GRADING PLAN)
2" - #8 WASHED �� . . . �A `,� ,� ,. A � NOTES:
STONE 1. HEATED ENCLOSURE IS REQUIRED.
1 ° ° 2. FIRE LINE INSTALLATION SHALL INCLUDE A DETECTOR BYPASS
10" - #57 WASHED A' ° METER(REDUCED PRESSURE DETECTOR ASSEMBLY).
STONE UNDERDRAIN 3. FIRE LINE INSTALLATION SHALL INCLUDE TAMPER SWITCHES
WIRED TO ALARM CONTROL PANEL. anet
Stone
Land Planning
SAND FILTER INSTALLATION DETAIL N.T.S. 12 TRENCH DRAIN N.T.S. 12 DETAIL AT EXISTING RETAINING WALL N.T.S. 9 2" AND LARGER REDUCED PRESSURE PRINCIPLE ASSEMBLY - ABOVE GROUND N.T.S. 3 Landscape Architecture
Civil Engineering
Urban Design
REDUCED PRESSURE
1/4 TURN FULL PORT PRINCIPLE ASSEMBLY 1/4 TURN FULL PORT
BRONZE BALL SHUT-OFF BRONZE BALL SHUT-OFF 200 South Tryon Street
VALVE #1 CHECK VALVE #2 VALVE #2
SEE NOTE #2 CHECK VALVE #1 SEE NOTE #2 Suite 1400
Charlotte, North Carolina 28202
STRAINER Tel 704. 3 76. 1555
OPTIONAL
Fax [phone]
REMOVEABLE ° ° FLOW-
INSULATED ENCLOSURE www.colejeneststone.com
76' WITH DRAIN PORTS
SEE DETAIL 12/CV7.2
TEST COCK #1 LOWEST
(SEE NOTE #3) POINT
.. ...
24" OUTLET PIPE x OR RELIEF (� TYPE K OR L COPPER TUBING
TO STRUCTURE A3 6" 4.5' , ` m ALUMINUM DOUBLE LEAF ALUMINUM DOUBLE LEAF Z a VALVE I( ..II OR 1" MIN. GALVANIZED STEEL
V HINGED VAULT ACCESS COVER HINGED VAULT ACCESS COVER OUTLET (I .I PIPE FOR MIN. OF 5' ON
cal o I( .:.......I EACH END OF ASSEMBLY.
SLOPE AWAY `� (� ••••••� SEE NOTE #4
FROM COVER, I( '°
ACCESS SAND BED TYP.
00 CLEARWELL MANHOLE
..
I ..
/. a ......... ......... 1 1 .
6' ; SUPPORT AND PAD
AS REQUIRED
SEDIMENT CHAMBER
NOTES:
ao OVERFLOW ACCESS
MANHOLE 1. REDUCED PRESSURE PRINCIPAL ASSEMBLIES (RP) MUST CONFORM TO LINCOLN
I 6' I 4' 1 COUNTY PUBLIC WORKS SPECIFICATIONS.
2. APPROVED RP INCLUDES SHUT-OFF VALVES #1 AND #2 AS PART OF THE 1 09/13/10 DJM PER WALGREENS COMMENTS
ALUMINUM DOUBLE LEAF ALUMINUM DOUBLE LEAF ASSEMBLY. NO SUBSTITUTIONS SHALL BE PERMITTED.
U m Q HINGED VAULT ACCESS COVER HINGED VAULT ACCESS COVER 3. TEST COCK #1 SHALL BE UPSTREAM OF SHUT-OFF VALVE #1 AND IS PART OF 2 09/29/10 DJM PERMIT REVIEW
THE APPROVED ASSEMBLY.
4. PIPE MATERIAL AND FITTINGS SHALL BE PER LINCOLN COUNTY PUBLIC WORKS
REQUIREMENTS.
5. NO TAPS, BRANCHES, FH'S OR OTHER ACCESORIES ARE PERMITTED ON THE
ALUMINUM ALUMINUM PIPING BETWEEN THE BPA & METER.
ACCESS HINGED VAULT HINGED VAULT
3.5' MANHOLE ACCESS COVER ACCESS COVER
00
1" REDUCED PRESSURE PRINCIPLE ASSEMBLY - ABOVE GROUND N.T.S. 2
i�
1 07/23/10 RTF MODIFY SAND FILTER
12" 12" NO. DATE BY DESCRIPTION CONST
PIT LENGTH = 10'f INSIDE REVISIONS
PIT WIDTH = 7't INSIDE
�110 OPENING PIT DEPTH = 3'-6" MIN., 4'-6" MAX. CERTIFICATION AND SEAL
8" CONCRETE WALL OR 12" BLOCK FILLED W/ CONCRETE
1'- " 1'- OVERFLOW WEIR 4'-0" 1'- 6'-0" L 6" FLOOR DRAIN WITH PVC & '' ` :���� '
DRAIN PIPE TO DAYLIGHT gill � � �N CARS
SEPARATOR WALL FOR PIPE 2" AND LARGER OR O O O OP 0 ,�� �S ST �� .����:'.�ESS/ '�.
M\T 1' IRRIGATION �� ��:o�PCRq�•,0 ` V 01 y
8" OPENING FOR WATER MAIN 0 W .� SEAL <"'. = a SEAL r
O BY-PASS p •yo c 103 �: 25163
6" PVC UNDERDRAIN J v ' P CARD ��
(oT GALVANIZED STEEL,-1 ALL PIPE TO BE P OR 0 ���� ���``` ',��� ..) .l!G.........NEF;S�
O 00
O COPPER O M 2" DOMESTIC SUPPLY ���I///�J///1���' ,����i ODD F.�
SECTION A-A SECTION B-B SECTION C-C 2'
OC P OP C J ������unu►►����09/29/10
F © ® The drawings, the project manual and the design shown
REFER TO DETAIL 12/CV7.4 theron are instruments of ColeJenest &Stone, P.A..The
FOR MEDIA REQUIREMENT OAx:c QF OE 6" FIRE LINE reproduction or unauthorized use of the documents without
consent of ColeJenest & Stone, P.A. is prohibited.
PIT WALL IS 8" BLOCK
FILLED WITH CONCRETE OR ColeJenest & Stone, P.A. 2010
REINFORCED CONCRETE
IF TRAFFIC BEARING;
DESIGN NOTES SET ON 6" CONCRETE
SLAB STORE NUMBER 13036
1. CONCRETE MINIMUM STRENGTH - 5000 PSI ® 28 DAYS CAST IN PLACE 4" REINFORCED CONCRETE TOP ON PROJECT NAME
2. STEEL REINFORCEMENT - ASTM A-615, GRADE 60
3. DESIGN LOADING - AASHTO HS20-44 AO TAPPING SLEEVE AND VALVE-2" SQUARE JO TEE
4. DESIGN SPECIFICATION - AASHTO LOAD FACTOR DESIGN METHOD OPERATING NUT W/VALVE BOX AND COVER
5. EARTH COVER 1'-0" MIN., TYPO STEEL ENCASEMENT UNDER HIGHWAY LO METER APPROVED BY PUBLIC WORKS DEPARTMENT W"09A"000"
6. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. HWY 16 AND HWY 73, DENVER, NC
7. SAND FILTER CONFIGURATION SHOWN BASED ON MODULAR UNIT BY OLDCASTLE PRECAST. 0 OS & Y VALVES
ALTERNATE CONFIGURATIONS MAY BE ACCEPTABLE, PROVIDED THAT OVERALL DIMENSIONS 0 BILCO, JD-3AL ACCESS DOOR, CENTER DOOR OVER METERS
ARE MAINTAINED. O AND SIZE FOR PIT DRAWING TITLE
SADDLE AND TAP
PO 5 PIPE DIAMETERS OF STRAIGHT PIPE ON BOTH SIDES SITE DETAILS
FO 6" - CL52 DIP OF METER; I.E., FOR 2" METER J=10", etc.
® INSTALL VALVE IF SERVICE MAIN IS UNDER HIGHWAY CADD PLOT: SCALE: 1 Z30' DRAWING NO.
Oldcastle Precast DRAWN BY:
Telford VOID PLOT: DJM
DATE: 07/12/10 CV7 .4
SU PERSEDES
PRE-CAST SAND FILTER N.T.s. 7 STANDARD LINCOLN COUNTY COMMERCIAL METER PIT N.T.S. 1 PLAN DATED: REVIEWED BY: