20230566 Ver 1_2023-01-06 Deep River State Trail_reduced_20230418

S E E P FRIN/ E FR STATE TFRAI L
P U B L I C ACC ESS AREA
7 '140 MONCURE PITTSBORO ROAD
MONCURE , NORTH CAROLINA
SCO # 'I 6- '14423-0 'I
N _ C _ 1:31N./ISION OF PARKS ANE3 RECREATION
DESIGN 1--) E Nor ELOPMENT
DUNE 3, 2C)
PROJECT INFORMATION: DRAWING INDEX: J 0
VICINITY MAP
C0.0 COVER _
PROJECT.• DEEP RIVER STATE TRAIL PUBLIC ACCESS AREA CO,I BUILDING CODE SUMMARY _. 0
C0.2 OVERALL PLAN
PROJECT ADDRESS: 7140 MONCURE P1ITSBORO ROAD C1.0-C1.8 STAKING PLAN s Eve
o an UJ
ro 6L III
MONCURE, NC C2.0-C2.8 EXISTING COND177ONS&DEMOLITION PLAN LL `L
C3.0-C3.8 GRADING&DRAINAGE PLAN Jrd ke O
PARCEL ID J/' 0011089 C5.1 STAKING DETAILS U
PIN: 9668 00 56 6753 I
ZONING. R-1/R-5
SITE ACREAGE: 742.43 ACRES
PROJECT CONTACT: W Y
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OWNER. N.C. DIVISION OF PARKS AND RECREATION 6L �/ W Z Q
Project LL a
OWNER CON TACT.• JUSTIN KILLIAMSON, PROJECT MANAGER Boundary 0 III
1615 MAIL SERVICE CENTER W W O
RALEIGH, NC 27699 O
PHONE. [phone]
DESIGNER: CLH DESIGN, P.A. N �•/ Z Z
400 REGENCY FOREST DRIVE, SUITE 120 � L.L J 0 U
CARY, NC 27518 Z
PHONE [phone] 0 N
DESIGNER CONTACT BILL HAMILTON, PLA, ASLA C
�\ W G o
PROJECT TEAM: i \ W U
LANDSCAPE ARCHITECT/ CLH DESIGN, P.A. Q Z
CIVIL ENGINEER: 400 REGENCY FOREST DRIVE, SUITE 120
CARY, NC 27518 }
CLH DESIGN, P.A.
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
Phone: [phone]
Fax: [phone]
LA: C-106, PE: C-1595 CO .0
CLH PROJECT NOS 2FI89

AREA 1
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CLH Design, PA
400 Regency Forest Dr.
' Suite 120
— Cory, NC 27518
- -_ Phone: [phone]
l Fox: 919.319.7516
LA: C-106 PE C-1595
AREA 3 -I FREL MANY
DOPE 6RE16 EW ONLY
e DO NOT USE FOR
AREA 2 -
$ a;n '°,° 4 a r5. et ... ?of ✓ 4F 7(/ ,.'.i` fY, '. �w -
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CHECKED BY: SM
z DATE: 01-06-2023
€ z PROJECT NO: 21-189
GRAPHIC SCALE FILE:
N\
r r IN FEET> OVERALL PLAN
I inch= 250 It.
CONCRETEKAYAK -
LAUNCH n.-"' r OVERALL SHEET SHOWN FOR REFERENCE.
SEE 40 SCALE AREA SHEETS FOR
DEEPR1�fR- ADDITIONAL INFORMATION. CO■
�- -
AREA 8

AREA 1 a ' KEYNOTES
A GRAVEL PAVEMENT
I. B LOCKED PIPE GATE
C ACCESSIBLE PARKING&SIGNAGE
D CONCRETE PAVEMENT
OE PREFABRICATED VAULT TOILET
6 FT WIDE NATURAL SURFACE PATH
G CONCRETE KAYAK LAUNCH
O
STOP BAR AND STOP SIGN R1-1 PER MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
I H ( 1
" O
- A O CONCRETE FORD
.�' CLH Design, PA
Oj ACCESS TO EXISTING SIDE ROAD SHALL BE MAINTAINED 400 Regency Forest Dr,
Suite 120
Cory, NC 27578
Phone: [phone]
GENERAL NOTES
xl, Fox: 919.319.7516
1. ALL CONS7RUC71ON SHALL BE IN ACCORDANCE WITH ALL NCDOT AND NCDEO STANDARDS AND SPECIFICATIONS. LA: C-106 PE C-1595
r 2. ALL DIMENSIONS SHOWN ARE TO EDGE OF ROADWAY,UNLESS OTHERMSE SHOWN.
f�
3. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS SHOWN AND CONTACT THE
' ARCHITECT IF ANY DISCREPANCIES OCCUR.
4. CONSTRUCTION STAKE OUT IS THE RESPONSIBILITY OF THE CONTRACTOR
5. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO THE"MANUAL ON UNIFORM TRAFFIC CONTROL
AREA 3 6. A AL L L RADII IN PARKING LOT ARE 5 FT UNLESS 18 FT TEE SHOWN MUMMY Y FILMS
- _ - 7. ALL PARKING SPACES SHALL BE 9 FT INDEX 78 FT DEEP MIN
-" B. (VAC)DENOTES VAN ACCESSIBLE PARKING SPACE FOR RE MEW W ONLY
- 9. ANY AND ALL LANDSCAPING,EXISTING TREES OR SHRUBS TO REMAIN WHICH ARE DAMAGED DURING DEMOLITION DO GOT USE FOR
4 � ; OR CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR U71LIZING A LICENSED LANDSCAPE CONTRACTOR AT O®G9�T6�MOTOOM
NO ADDITIONAL COST TO THE OWNER.
- - •. 1O. CONTRACTOR SHALL SUBMIT SCALED PLANS OF ALL SCORING/JOINTS FOR APPROVAL BY ARCHITECT 30 DAYS
t MINIMUM PRIOR TO INSTALLARON
A RG A 9, 11. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES UNTIL THE OWNER NOTIFIES
M„{ EA L ,.a� CONTRACTOR IN WRITING OF PROCUREMENT OF APPROPRIATE PERMITS,EASEMENTS,AGREEMENTS,OR
� RIGHTS-OF-WAY.
12. PORTIONS OF THIS SITE ARE LOCATED MTHIN FLOOD ZONE AE AS DETERMINED BY FEMA AND DEPICTED ON
FtR.M MAP 371O9668O0K,DATED 02-02-2007.
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DATE: 01-06-2023
PROJECT NO: 21-189
GRAPHIC SCALE FILE:
'.+ zso o ,zs zso soo
STAKING PLAN-
- ( IN¢_ FEET) OVERALL 1 inch= 250 ft.
OVERALL SHEET SHOWN FOR REFERENCE.
t' ` SEE 40 SCALE AREA SHEETS FOR
<< \ ADDITIONAL INFORMATION. /1 D
AREA 8 IV

KEYNOTES
A GRAVEL PAYMENT
r. B LOCKED PIPE GATE
., C ACCESSIBLE PARKING&SMAGE
\ \ D CONCRETE PAVEMENT
\ \E PREFABRICATED VAULT TOILET
P \ \ I \F 6 FT MOE NATURAL SURFACE PATH
\ —A REA �3 ©CONCRETE KAYAK LAUNCH C: L �--�
\H STOP BAR AND STOP SIGN(R1-1)PER MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES p E S 1 C;IV
IPF \ \ I I O\ CONCRETE FORD LREA 2 _\ 0 Design, PA I \j ACCESS ib EXIST 4
NG SIDE ROAD SHALL BE MAINTAINED Regency Forest Or.
Suite ICory, 27578
\ J GENERAL NOTES Phone::C 979
\ A 97
REA 4 Fox: 9E.3 C-579.6776
`\ 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE NITR ALL NCDOT AND NCDEO STANDARDS AND SPEOFlCATONS LA: C-106 PE' C-1595
2 ALL DIMENSIONS SHOWN ARE TO EDGE OF ROADWAY,UNLESS OTHERWISE SHOWN.
\ \ \ I CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VMRr47ION OF ALL DIMENSIONS SHOWN AND CONTACT THE
ARCHITECT IF ANY DISCREPANCIES OCCUR.
— 4.\ CONSTRUCTION STAKE OUT IS THE RESPONSIBILITY OF THE CONTRACTOR.a ALL PAYMENT MARKINGS AND SIGNAGE SHALL CONFORM TO THE'MANUAL ON UNIFORM TRAFFIC CONTROL
\ F �—
I 6. ALL RADB IN PARKING LOT ARE 5 FT UNLESS OTHERWISE SHOW, p W S�O WVOTVQ o M p�Q�
\ \ 7. ALL PARKING SPACES SHALL BE 9 FT WIDE X 18 FT DEEP MIN IY W LS II S
O B (VAC)DEN07ES VAN ACCESSIBLE PARKING SPACE. FOR REMEW ONLY
9. ANY AND ALL LANDSCAPING,EXISTING TREES OR SHRUBS TO REMAIN WHICH ARE DAMAGED DURING DEMOLITION DO NOT USE FOR
\ OR AND
SHALL BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT
2, �,®G9�T6G1M6TO®M
2 r — —L AREA J No ADDITIONAL COST TO THE OxNER.
\ FA 1O CONTRACTOR SHALL SUBWT SCALED PUNS OF ALL SCORING/JOINTS FOR APPROVAL BY ARCHITECT 30 DAIS
�\ WWBIM PRIOR TO INSTALLARON.
\ 11. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES UNIX THE OWNER N07F ES
z \w MON ����0�\ AREA 7 R
CONTRACTOR IN WRIT!!G OF PROCUREMENT OF APPROPRIATE PERMITS EASEMENTS AGREEMENTS OR
RIGHTS-GF-WAY.
PO71ONS OF THIS SITE ARE LOCATED MINN FLOOD ZONE AE AS DETERMINED BY FEMA AND DEPICTED ON
u o -I
AREA J F.CR.Y.MAP 37I0966800K,DARED 02-02-2007.
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CHECKED BY: SM
DATE: 01-06-2023
PROJECT NO: 21-189
FILE:
\`, g STAKING PLAN-AREA
AREA 1 MATCHLINE GRAPHIC SCALE
AREA 2
( IN FEET)
\\\\\ 1 inch= 40 ft. C 1. 1

KEYNOTES
A OR0EL PAVEMENT
AREA I MATCHLINE B LOCKED PIPE DATE
AREA 2 C ACCESSIBLE PARKING&SGNAGE
D CONCRETE PAVEMENT
�\ O PREFABRICATED VAULT MRET
\ \ O 6 FT WDE NATURAL SURFACE PAIN n �p �
©CONCRETE KAYAK LAUNCH (- II` Ill�illl
.NE7LANOS OH STOP BAR AND STOP SON(R1-1)PER MANUAL ON UNIFORM TRAFFIC CONTROL DEWCES p E IISII ICW NWI
Oj CONCRETE FORD CLH Design, PA
Oj ACCESS TO EXISRNG SIDE ROAD STALL BE MAINTAINED
400Regency Forest Dr.Sui
Suite 120
Cary, NC 27518
\ GENERAL NOTES Phone: 979 Fax. [phone]
751616
\ \
1. ALL CONSTRUCTKIN STALL BE IN ACCORDANCE WIN ALL NCDOT AND NCOEO STANDARDS AND SPECIFIC471ONS LA: C-106 PE. C-1595
2 ALL DIMENSONS SHOWN ARE TO EDGE OF ROADWAY,UNLESS OTHERWSE-SHOWN.
I CONTRACTOR STALL BE RESPONSIBLE FOR FIELD VERIFICARON OF ALL DIMENSIONS SHOWN AND CONTACT THE
...............
ARCHITECT IF ANY DISCREPANCIES OCCUR.
4. CONSTRUCRON STAKE OUT IS THE RESPON901LITY OF THE CONTRACTOR.
WERAN05 5. ALL PAVEMENT MARKINGS AND SGNAGE STALL CONFORM TO THE'MANUAL ON UNIFORM TRAMC CONTROL
6. ALL RADB IN PARKING LOT ARE 5 FT UNLESS OTHERWSE SHOW. nnn2 n(�n�pp/�nn�v1 n�
7. ALL PARKING SPACES 21ALL BE 9 FT WOE X 18 FT DEEP MIN. P W EU MIDIIV W W u PLANS
8 (VAC)DENOTES VAN ACCESSIBLE PARKING SPACE FOR REVEY ONLY
�\ 9. ANY CHC AND ALL LANDSCAPIN&EXISTING TREES OR SHRUBS TO REMAIN W9 ARE DAMAGED DURING DEMOLITION 00 M04 USE FOR
OR CONSIRUC71ON 91ALL BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT 0®a�46�M6400M
\ \,\ No ADORONAL COST TO THE OWNER.
\\\\ 1a CONTRACTOR SHALL SUBWT SCALED PUNS OF ALL SCORING/JOINTS FOR APPROVAL BY ARCHITECT 30 DAIS
\ •3 A NRNM PRIOR TO INSTALLA71ON.
11. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES UNIX THE OWNER N07FES
1 CONTRACTOR IN WBING OF PROCUREMENT OF APPROPRIATE PERMIT$EASEMENTS AGREEMENTS OR
\ RKi17S-0E-W4Y.
\ \\ 1Z. POR71ONS OF INS STE ARE LOCATED MINN FLOOD ZONE AE AS DETERMINED BY FEMA AND DEPICTED ON
F.LR.M.MAP 37109668",,DATED 02-02-2007.
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FAREA 7 I DATE., 01-06-2023
PROJECT NO: 21-189
AREA J FILE:
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GRAPHIC SCALE
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LREA 8 IN
//�" /'/�
al a nch FEET) 1 1.
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KEYNOTES
FREA 1 ICD
GRAVEL PAYMENT
Loan PIPE DATE
ACCESSIBLE PARKING&SMAGE
CONCRETE PAVEMENT
r OE PREFABRICATED VAULT TOLL7
`I OF 6 FT MOE NATURAL SURFACE PATH m �p np
— ©CONCRETE KAYAK LAUNCH III NI A
$#1 H STOP BAR AND STOP SIGN(RI
PER MANUAL 01!UNIFORM TRAFFIC CONTRO DENIES p E IISIILLLI ICWWREE N111I11
Oj CONCRETE FORD
ACCESS TO EVS77NO SIDE ROAD SHALL BE MAINTAINED 400 Design, PA
�REA 2 _ I`''.......'.."... O 400 Regency Forest Dr.
Suite 120
"......... iii........,_I Cary, NC 27518
\ ��-� .......' ..'..'. ..... GENERAL NOTES Phone: [phone]
Fox.: 919.319.7516
1. ALL CONS7RUCT0N SHALL BE IN ACCORDANCE WIN ALL NCDOT AND NCOEO STANDARDS AND SPECIFICATIONS. LA: C-106 PE. C-1595
- AREA 4
\\ 2 ALL DIMENSIONS SHORN ARE TO EDGE OF ROADWAY,UNLESS OTINFWSE SHORN.
I CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD YRIFICARON OF ALL DIMENSIONS SHORN AND CONTACT THE
ARCHITECT IF ANY DISCREPANCIES OCCUR.
\ \ I 4. CONSTRUCTION STAKE OUT IS THE RESPONSIBILITY OF THE CONTRACTOR.
5. ALL PAYMENT MARKINGS AND SIGNAGE SHALL CONFORM TO THE'MANUAL ON UNIFORM TRAMC CONTROL
OENCES'.
\ 6. ALL RAD81N PARKING LOT ARE 5 FT UNLESS OTHERWSE SHOWN. PWLSLSO MQW II Ir LS/„QINc�I
7. ALL PARKING SPACES SHALL BE 9 FT WOE X 18 FT DEEP MIN.
IB (VAC)DEN07ES VAN ACCESSELE PARKING SPACE FOR REVEY ORLY
9. ANY AND ALL LANDSCAPIN&EXISTING TREES OR MASS TO REMAIN WHICH ARE DAMAGED DURING"O IT ON no ROT MS[E r®n
OR CONSTRUCTION SHALL BE REPLACED BY THECONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT ®G9�T6�M6TO®M
No ADDIRONAL COST TO THE OWNER.
r — —- AREA J fO CONTRACTOR SHALL SUBMIT SCALED PLANS OF ALL SCORING/JOINTS FOR APPROVAL BY ARCHITECT 30 DAYS
\ MIWX PRIOR TO INSTALLA71ON.
•���` 11. CONTRACTOR WORK SHALL MR n�OF PERFORMED
OF APPROPRIATE 1S ENTS AGRE THE
�NOT1ETEs
[AREA 7 RKi1R-CF-war.
\ I 12. PORDONS OF THIS SITE ARE LOCATED MINN FLOOD ZONE AE AS DETERMINED BY FEMA AND DEPICTED ON
F.LR.M.MAP 37109W6",,DATED 02-02-2007.
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J
KEYNOTES
� I A GRAVfl.PAYMENT
AREA 3 MATCHLINE / B LOOKED PIPE DATE
C ACCESSIBLE PARKING&SMAGE
AREA 4
i I D CONCRETE PAVEMENT
/ O PREFABRICATED VAULT MR17
6 FT WOE NATURAL SURFACE PATH ��pp 1�Ny
/ ©CONCRETE KAYAK LAUNCH III m Filll
/ OH STOP BAR AND STOP SIGN(RI-I)PER MANUAL ON UNIFORM TRAFFIC CONTROL DEWCES p E NISI II GWWWWEEEE NRR��II
Oj CONCRETE FORD
CLH Design, PA
Oj ACCESS ID E)9577NG SIDE ROAD SHALL BE MAINTAINED 400 Regency Forest Dr.
Suite 120
C/ Phone:
919.31T9.6716
GENERAL NOTES Fax: [phone]
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NCDOT AND NCDEO STANDARDS AND SPECIFlCARONS LA: C-106 PE.' C-1595
__- 2. ALL DIMENSIONS----------
IMENSIONS SHORN ARE TO EDGE OF ROADWAY,UNLESS OTHERWISE-SHOWN
I CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS SHOWN AND CONTACT THE
ARCHITECT IF ANY DISCREPANCIES OCCUR.
4. CONSTRUCTION STAKE OUT IS THE RESPONSIBILITY OF THE CONTRACTOR.
5. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO THE'MANUAL ON UNIFORM TRAFFIC CONTROL
DEWCES'.
' 6. ALL RADII IN PARKING LOT ARE 5 FT UNLESS OTHERWISE SHOWN PWLSLSOWWQIIVAWM FLAMSc
7. ALL PARKING SPACES SHALL BE 9 FT WOE X 18 FT DEEP MIN Ir W LS II INc�J
B (VAC)DEN07ES VAN ACCESSIBLE PARKING SPACE �����m0��®���
9. ANY AND ALL LANDSCAPIN&EXISTING TREES OR SHRUBS TO REMAIN W991 ARE DAMAGED DURING DEMOLITION D0 MOT USE FOR
OR CONSIRUC71ON SHALL BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT COMSTPUC70N
1Y No ADDITIONAL COST TO THE OWIQt.
1O CONTRACTOR SHALL SUBWT SCALED PUNS OF ALL SCORING/JOINTS FOR APPROVAL BY ARCHITECT 30 DAIS
MNWUM PRIOR TO INSTALLATION.
11. NO WORK SHALL BE PERFORMED ON RIOIT-OF-WAYS OR ADJACENT PROPERTIES UNTIL THE OWNER N07FES
CONTRACTOR IN WBTING OF PROCUREMENT OF APPROPRIATE PERMIT$EASEMENTS AGREEMENTS OR
/ RIGHTS-OF-WAY.
12. PORTIONS OF TINS SITE ARE LOCATED MINN FLOOD ZONE AE AS DETERMINED BY FEMA AND DEPICTED ON
FIRM.MAP 37109668",,DATED 02-02-2007.
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(DEEP RIVER STATE TRAIL)
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DATE., 01-06-2023
[AREA 7 PROJECT NO: 21-189
/ FILE:
AREA J
g STAKING PLAN-AREA
I - - 4
AREA 4 MATCHLINE $ GRAPHIC SCALE
AREA 5
/AREA 8 R IN FEET)e0 C 14
L J 1 inch= 40 ft.

KEY NOTES
l CA)GRAVEL PAVEMENT
AREA 4 MA TCHLINE $ B LOCKED PIPE GATE
CCE
AREA 5 C ACCESSIBLE PARKING&SIGNAGE
D CONCRETE PAVEMENT 0
/ (J PREFABRICATE)VAULT TOILET
OF 6 FT WIDE NATURAL SURFACE PATH
O(�G CONCRETE KAYAK LAUNCH IIIV-TILT
(j STOP BAR AND STOP SIGN(R7-1)PER MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES p E IS I G N
0J CONCRETE FORD
/ Design, PA
400 01ACCESS TO EXISTING SIDE ROAD SHALL BE MAINTAINED 400 Regency Forest Dr_
$ Suite 720
Cary, NC 27518
GENERAL NOTES Phone [phone]
/ Fox: 919.379,7516
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NCDOT AND NCOEQ STANDARDS AND SPECIFICATIONS LA C-106 PF C-1595
/ 2 ALL DIMENSIONS SHOWN ARE TO EDGE OF ROADWAY,UNLESS OTHERWISE SHOWN.
J. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS SHOWN AND CONTACT THE
ARCHITECT IF ANY DISCREPANCIES OCCUR.
/ 4. CONSTRUCTION STAKE OUT IS THE RESPONSIBILITY OF THE CONTRACTOR.
/ 5. ALL PAVEMENT MARKINGS AND SGNAGE SHALL CONFORM TO THE'MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES'.
\ $ 6. ALL RADII IN PARKING LOT ARE 5 FT UNLESS O7HERWISE SHOWN p W��ON'NDuV nM PLUS
7. ALL PARKING SPACES SHALL BE 9 FT WIDE X 18 FT DEEP MIN FR I1W ma W II P L=J
B (VAC)DEN07ES VAN ACCESSIBLE PARKING SPACE FOR GYE140 Y OHLY
/ 9. ANY AND ALL LANDSCAPING EXISTING TREES OR SHRUBS TO REMAIN WHICH ARE DAMAGED DURING DEMOL17ION DO HOT USE FOR
OR CONSTRUC710N SHALL BE REPLACED BY THE CON7RACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT 6OG7�4GiM(�40�M
i NO ADDITIONAL COST TO THE OWNER.
/ 10. CONTRACTOR SHALL SUBMIT SCALED PLANS OF ALL SCORING/JOINTS FOR APPROVAL BY ARCHITECT 30 DAYS
MINIMUM PRIOR TO INSTALLATION.
/ 11. NO WORK SHALL BE PERFORMED ON RICHT-OF-WAYS OR ADJACENT PROPERTIES UNTIL THE OWNER NOTIFIES
CONTRACTOR IN V077NG OF PROCUREMENT OF APPROPRIATE PERMITS,EASEMENTS,AGREEMENTS,OR
RIGHTS-OF-WAY.
4 12. PORTIONS OF 7141S SITE ARE LOCATED WITHIN FLOOD ZONE AE AS DETERMINED BY FEMA AND DEPICTED ON
F.I.R.M.MAP 3710966BOOK,DATED 02-02-20OZ
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tiro° DATE: 01-06-2023
FAREA 7 PROJECT NO: 21-189
FILE:
AREA
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AREA 5 MATCHLINE GRAPHIC SCALE
ao 1U b lao
AREA 6
LREA 8 _ J ( IN FEET> 5
'� 1 inch= 40 fh

i KEYNOTES
STREAU I A GRMEL PAVEMENT
............
AREA 5 MATCHLINE B Loan PIPE� �
_... ._..
I ........... C ACCESSIBLE PARKING&SICNAGE
AREA 6
..... ...... ................... D CONCRETE PAVEMENT
WFIL ANDS
/ OE PREFABRICATED VAULT 7OLL7
./ .. ........... "-/' F 6 FT XnTE NATURAL SURFACE PATH m �p �p
CONCRETE KAYAK LAUNCH III IIIV--IIII
/ OH STOP BAR AND STOP SIGN(R1-1)PER MANUAL ON UNIFORM TRAFFIC CONTROL DEWCES p E VISA 1 IIIGWWW NWWW!!!
CONCRETE FORD
CLH Design, PA
\ \ / OJ ACCESS TO EXISTING SIDE ROAD SHALL BE MAINTAINED 400 Regency Forest Dr.
Suite I
Cary, NC 27518
\ 5'
/ GENERAL NOTES Phone: [phone]
919.319.7516
100j FFEj / 1. ALL CONS7RUCT ON SHALL BE IN ACCORDANCE WIN ALL NCDOT AND NCOEO STANDARDS AND SPECIFICATIONS LA: C-106 PE. C-1595
2 ALL DIMENSIONS SHOWN ARE TO EDGE OF ROADWAY,UNLESS ORUMSE SHOWN.
I CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICARON OF ALL DIMENSIONS SHOWN AND CONTACT THE
ARCHITECT IF ANY DISCREPANCIES OCCUR.
4. CONSTRUCTION STAKE OUT IS THE RESPONSIBILITY OF THE CONTRACTOR.
5. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO THE'MANUAL ON UNIFORM TRAFFIC CONTROL
6. ALL RADA IN PARKING S LOT ARE 5 Fr UNLESS 18 FT DEEP
SHOW. S SOWWQ VL o M pLQM
7. ALL PARKING SPACES SHALL BE 9 FT INOE X I8 FT OfEP MIN I�WW LS II INc�J
FOR 6R[�VEY ONLY
8. (VAC)DENOTES VAN ACCESSIBLE PARKING SPACE
/ 9. ANY AND ALL 1ON 91APIN&REPLACED
TREES OR CONTRAS O UTILIZING
WHICH ARE DAMAGED DURING CONTRACTOR
no MST UC FOR
ON
OR CONS77 NAL C SHALL BE RF7'LACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTIRACTOR AT 6®G9�T6�M6T0®(111
NO ADDITIONAL COST TO THE ONNFR.
la CONTRACTOR SHALL SUBWT SCALED PUNS OF ALL SCORING/JOINTS FOR APPROVAL BY ARCHITECT 30 DAYS
A NW UM PRIOR TO INSTALLATION.
11. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES UNTIL THE OWNER N07TFES
� CONTRACTOR IN WRITING OF PROCUREMENT OF APPROPRIATE PERMITS EASEMENTS,AGREEMENTS,OR
A - - RIGHTS-OF-WAY.
-- i 1Z. PORTIONS OF TINS SITE ARE LOCATED MINN FLOOD ZONE AE AS DETERMINED BY FEMA AND DEPICTED ON
208-10� F.LR.M.MAP 37109668",,DATED 02-02-2007.
o� , /
63+00
WERANDS
/gUfFER �
106 O
/
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i
/ D Q
v1J 0
Q
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WETLANDS r^
p a ^ V 1
- AREA
i
- LREA 2 —
66+00
................................ AREA 4 i
..............................
I
0..............................
I I
Z
I I
z
DRAWN BY: DC
[r�• — —L AREA J CHECKED BY: SM
_ _ _ DATE: 01-06-2023
AREA 7 -T.'..:::.::.::.::.;..::.::.::.I PROJECT N0: 21-189
•:.•:I FILE:
F
USTAKING PLAN-AREA
GRAPHIC SCALE
r\ �
eo 160
Q4 Q4 AREA 8 — J R IN FEET) C 16
Q Q 1ich= 40 ft.

KEYNOTES
FREA 7 / / A ORAYL PAYMENT
/ B Loan PIPE GATE
. . C ACCESSIBLE PARKING&SI NAGE
..... D CONCRETE PAYIIIENT
r \ / WERANDS.. .. O PREFABRICATED VAULT TOILET
`J OF 6 FT MOE NATURAL SURFACE PATH ,,,�® m �p �y
\ ©CONCRETE KAYAK LAUNCH QIII III IIIV--IIII
AREA OH STOP BAR AND STOP SON(R1-1)PER MANUAL ON UNIFORM TRAFFIC CONTROL DENCES p E IISLLLI IIIGWWW NIIIWWW
Oj CONCRETE FORD
� � CLH Design, PA
OJ ACCESS TO E)95TING SIDE ROAD SHALL BE MAINTAINED 400 Regency Forest Dr.
LREA 2 —
Suite 720
J Cary, NC 27518
GENERAL NOTES Phone: 979. 1.7511
379.6776
AREA 4 J //� ALL CONS RUC10N SHALL BE IN ACCORDANCE WIN ALL NCDOT AND NCDEO STANDARDS AND SPECIFICATIONS. LA C-706 PE.' C-1595
2 ALL DIMENSIONS SHOWN ARE TO EDGE OF ROADWAY,UNLESS OTHERMSE SHOWN.
/ 3 CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD YRIFlCARON OF ALL ONENSIONS SHOWN AND CONTACT THE
ARCHITECT IF ANY DISCREPANCIES OCCUR.
4. CONSTRUCTION STAKE OUT IS THE RESPONSIBILITY OF THE CONTRACTOR.
5. ALL PAYMENT MARKINGS AND SIGNAGE SHALL CONFORM 1D THE'MANUAL ON UNIFORM TRAFFIC CONTROL
JOEWCES'.
6. ALL RAD6 N PARKING LOT ARE 5 FT UNLESS OTHERNSE SHOW. P W EU MIDIIV W W M PLANS
I 7. ALL PARKING SPACES SHALL BE 9 FT WIDE X 18 FT DEEP MIN IY W LS II
/ B (VAC)DENOTES VAN ACCESSIBLE PARKING SPACE ®�������®�dT
I 9. ANY AND ALL LANDSCAPINa EXISTING TREES OR SHRUBS TO REMAIN WHICH ARE DAMAGED DURING DEMOLITION 00 NOT USE FOR
/ OT CONSIRUC71ON SHALL BE REPLACED BY THE CONTRACTOR UTILIZING A LFCENSED LANDSCAPE CON7RACTOR AT OOMn�T(�MOTDOa
\\ No ADDITIONAL COST TO THE OWNER.
—L AREA J —p0 g R la CONTRACTOR SHALL SUBWT SCALED PUNS OF ALL SCORING/JOINTS FOR APPROVAL BY ARM17ECT 30 DAIS
- / 1 MNWIUM PRIOR TO NSTA LADON.
1 11. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES UNIX THE OWNER N07FES
\ I CONTRACTOR IN WRITING OF PROCUREMENT OF APPROPRIATE PERMIT$EASEMENTS AGREEMENTS OR
A A:..�.: RI71TS-CF-WAY.
�...................
...................... I 12. PORTIONS OF THIS SITE ARE LOCATED MINN FLOOD ZONE AE AS DETERMINED BY FERIA AND DEPICTED ON
WETLANDS. F.LR.M.MAP 37109668",,DATED 02-02-2007.
AREA
LREA 8 — 1 / --
I 68+00
o a
P1 nn^^^
STATE OFNORRT H CAROLINA /• •\ �l/ V
(DEEP RIVER STATE IRAIL)
DB 1228,PG.0710
PB 2006,PG.23 //• '
PARCEL$11089
�• STREAM 2
/• / / / � l !R Cam OO dN-
� IBM LLJ
/ / ❑ BENCH TIF/SET
IN A 18"PINE J ILJ!- 4T pOr�
I / / ELEV 196.646'(NGV088) •4 •• _ ZS
U � 9
• FOOD)
�pOD zGTNE^'1100
/
•
/• O
$� \ � °
DRAWN BY., DC
CHECKED BY: SM
/ DATE: 01-06-2023
PROJECT NO: 21-189
O 'WETiANOS FILE:
g STAKING PLAN AREA
AREA 7 MATCHLINE / / / / GRAPHIC SCALE 7
AREA B / 1 ,,
...WETLANDS
p/ ,D ( IN FEET)
o� <: 1 inch= 40 ft. C 1. 7

.......... ..........
. .............
KEYNOTES
..............
AREA 7MATCHLINE . ...... OR0EL PAVEMENT
.......... .......... ......
..........:�:� ..... LOOKED PIPE DATE
.......................
............. ACCESSRE PARKING&SMAGE
AREA 8 . .. . .. ...... D CONCRETE PAVEMT
..... .....
. .. . ............ ...... ..........
110 .. . .. ... ........... .......
PREFABMCA70 VAULT TOILET
6 FT MOE NATURAL SURFACE PATH
CONCRETE KAYAK LAUNCH
..............
.................
. ....... (- LH
.......... . ....... ......
.................... STOP BAR AND STOP SON(RI-1)PER MANUAL ON UNIFORM TRAFFIC CONTROL DEWCES ED E S I C;r,4
.......... .....................
WETLANDS .*.*...*...':':� - - . .. . .. . ..... CONCRETE FORD
.............. ..
...... ............. CLH D� PA
................................................... Q)ACCESS TO EVS77NO SIDE ROAD SHALL BE MAINTAINED 400 Rg',',,y F—t D,
............
...................... .................. ....... 'A
C
�,uite 120
.............. .................................................................................:: C',,,,NC 2751
..................................... .............................................................................................. ph— : 979 6
GENERAL NOTES 116
............... ............
.......... ...... ........... ...
................ .. . .. . .. ........ . .. . ..............................
........................ .................................................................................. F­ "'J;,915,
1. ALL CONSTRUCTION SHALL aE IN ACCORDANCE WTH ALL NCDOT AND NCOEQ STANDARDS AND SPEaR04TIONS. LA C-106 PE C-1595
2 ALL DIM049ONS SHOKN ARE TO EDGE OF ROADWAY,UNLESS OTHERMSE-SHOWN
.......... ...... ...... .....
............................. .........................
I CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VMFICATION OF ALL ONENRONS SHOKN AND CONTACT THE
.............................. .. ARCHITECT F ANY DISCREPANCIES OCCUR.
....... ........ ...... ...... ...... ..........
. . .. . .. . ........................................... . k CONSTRUCTION STAKE OUT IS THE RES-ON901LITY OF THE CONTRACTOR.
.......... 5. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO THE'MANUAL ON UNIFORM TRAMC CONTROL
.................................. .. .. .......... . .. .. .. .. .................
............ ..­...... ......­..... DEW".
.................................
. .. . .. . .. . . 6. ALL RADII IN PARKING LOT ARE 5 FT UNLESS OTHERMSE SHOWN.
.................................. 7. ALL PARKING SPACES SHALL aE 9 FT WDE X 18 FT DEEP bffN. PREUMMY PLANS
...... ...... .......... ...... FOR REMEW OHLY
...................................................... .... & (VAC)DEN07ES VAN ACCESSELE PARKING SPAM
:-:-:: 9. ANY AND ALL LANDSCAFINa EXISTING TREES OR SHRUBS TO REMAIN WHICH ME DAMAGED DURING DEMOLITION no moy usE FOR
... OR CONSIRUC71ON 91ALL BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT
NO ADDITIONAL COST TO THE OffdR.
A ...................................................................................
.......................................................................................... la CONTRACTOR SHALL SUaWT SCALED PLANS OF ALL SM?NGIJOINTS FOR APPROVAL BY ARCHITECT 30 DAYS
ANWX PRIOR TO INSTALLA71ON
. .. . . .......... .......
........................................... ....... 11. NO WORK SHALL BE PERFORMED ON RIGFIT-OF-WAY3 OR ADJACENT PROPERTIES UNIX THE OWNER N07FES
CONTRACTOR IN KRITING OF PROCUREMENT OF APPROPRIATE PERMITS�EASEWENTS�AGREEMENTS�OR
a RfGHTS-CF-WAY
. .......... .
12. POR71ONS OF INS STE ARE LOCATED MINN FLOOD ZONE AE AS DETERMINED BY FEMA AND DEPICTED ON
...................................... F.I.R.M.MAP 3710069",DATED 02-a2-20OZ
...................................................................
.......... ... ........
. ................................................................
... . .......... .
.......... .................................
. .. . .. ......... .. ......I..WETLANDS .. .. - ..
........................................................... ................
........................................
FLOOD ZONE AE
..................................................................................
..........................................................................
....... .......
.......... ...... ....................................................
....... ......
S ...
........ ........
.............................................................
. .. . ......... . .. .. .. .. .. .. . .. .
...........................................................
.................................................................
_..... 0
......................................................
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rl
................ ............. Q�
.......... ...... ...... ...... ..........
.......................................
...................................
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m fl� Qq
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qb� cc
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LAREA 2
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FAREA 4
F -L-7
L AREA 51 IfYI/2"?
FDRAWN BY., DC
7A R—EA—7 CHECKED BY: sm
DATE., 01-06-2023
PROJECT NO: 21-189
AREA FILE.
AREA
............ ............ STAKING PLAN
.......... ............
8
...........
GRAPHIC SCALE
......................... o �c ac 16o
IN FEET
1 inch= 40 ft. Cl 1.8

• • AREA 1 '$�^ LEGEND
STRUCTURESIURLI77ES TO BE REMOVED STRUCTURES/UTILITIES TO REMAIN
R _ OVERHEAD E OVERHEAD E
•¢� ELECTRICAL ELECTRICAL
u� TELEPHONE T TELEPHONE T
UNDERGROUND UT UNDERGROUND UT
TELEPHONE TELEPHONE
m FIBER OPTIC FO FIBER OPTIC FO
�/' a L •x STORM DRAIN
� STORM DRAIN,Q," 1/ INDIVIDUAL TREE
1 tR': INDI NDUAL TREE L FA
TO BE REMOVED. ® TO REMAIN.JD 1 ,(
- / UTILITY POLE 'PP URLITY POLE "ccz//PP
CLH Design, PA
400
400 Regency Forest Or,
CONSiR./CLEARING LIMITS CLEAR AND GRUB AS Suite 120
NECESSARY. Cor Y, NC 27518
TREE PROTECTION FENCE
Phone: [phone]
Fox: 919.319.7516
LA: C-106 PE C-1595
KEYNOTES
A TEMPORARY TREE PROTECTION FENCE
TEMPORARY CONBTRUCTON FENCING
AREA 3 C REMOVE EXISTING GATE
S FREUNHARY FUH
n O REMOVE EXISTING DRIVEWAY CULVERT SEE SHEET C3.T FOR REPLACEMENT ®R RE�0EW ONLY
3 t CAI w ,r ,4v ' /J((( � "'�j ''.. ..,r _. O EXISTING GRAVEL ROAD DO NOT USE FOR
*4 GENERAL NOTES
®G9�46�M640®M
ALL EXISTING STRUCTURES AND UTILITIES SHALL BE REMOVED AS NEEDED TO ALLOW NEW CONSTRUCTION. IN
J GENERAL,FEATURES INDICATED IN BOLD ON THIS PLAN SHALL BE REMOVED.
AREAA 9 y _ ',)� -T... 2. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT
M LLA L 1 FOR NEW PAVEMENT,SIDEWALK,OR CURB AND CUTTER,ETC. ANY EXISTING PAVEMENT,SIDEWALK,CURB AND
CUTTER,ETC THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER
{ / THE SPECIRCA71ONS AND DETAILS OR TO MATCH PRE-CONSTRUCTION CONDITIONS(WHETHER OR NOT SHOWN ON
4� THE DRAWINGS TO BE REMOVED).
F d d \• v 3. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND BE
p H1"f; I PROTECTED FROM DAMAGE.
4. ALL WASTE MATERIAL GENERATED FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE
WITH ALL APPLICABLE RULES AND REGULATIONS.
5. EXISTING SITE BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION WAS TAKEN FROM SURVEY BY MCKIM&CREED
_ PERFORMED APRIL 20,2022 THESE PLANS DO NOT ASSUME ANY LIABILITY FOR ANY EXISTING INFORMA7ON
S * t BOTH SHOWN AND NOT SHOWN ON THE SURVEY AND ANY CHANGES TO THE EXISTING CONDITIONS THAT MAY
1
S G , HAVE OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL EXISTING 517E CONDITIONS
PRIOR TO CONSTRUCTION
a� =K r
� T��
6. INSTALL A PROTECTION FENCING
AlSH PRIOR BEGINNING CLEARING OPERA 11INJ5. CLEAR AND GRUB ALL AREAS
OWN AND REQUIRED TO PERMIT INSTALLLL ATION OF NEW CONSTRUCTOR CON PER SPECIFICATIONS AND TIONDRAWNGS.SHALL
s e ;6 B .4, .a et "» .FF7 ,, rA 6 S EXISTING TREES,SHRUBS OR OTHER LANDSCAPE MATERIAL WHICH WILL CONFLICT WITH NEW CONSTRUCTION SHALL
s %+' .�l; A•� € 'O „�. A ab r"P p 4 BE REMOVED(WHETHER OR NOT SHOWN ON THE DRAWINGS)ALL CONTRACTORS SHALL VISIT THE SITE AND
OBSERVE EXISTING CONDITONS PRIOR TO BIDDING
„1(` / 7. CONTRACTOR SHALL CONTACT OWNER&ENGINEER PRIOR TO ANY TREE REMOVAL BETWEEN STA77ONS 43+50 AND
67+00.
8. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF CLEARING LIMITS,THE CONTRACTOR SHALL
Al f.��F7.` x F k q� ; CUT 2-FT DEEP TRENCHES ALONG THE LIMITS OF DISTURBANCE,SO AS TO CUT,RATHER THAN TEAR ROOTS.
T ;1PRIOR TO
10 4. F� ,� ,h '' .t 9. ENGINEER DEMOLISHING EXISTING INSPECTION MATERIAL
EER IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE DISCOVERED, CAP AND REMOVE SERVICES,
FUEL TANKS AND SEPTIC SYSTEMS.ALL WORK TO BE PERFORMED IN ACCORDANCE KITH APPLICABLE FEDERAL,
',yd1 d f *f!.",1 .' " ♦ '�` / ,;?y _ ,1, w r S. yy` STATE AND LOCAL REGULATIONS 0 0
' ,; { ' 10. VERIFY ALL ILLUSTRATED UNDERGROUND ELEMENTS/URLITIES EXERCISE REASONABLE EFFORTS TO PROTECT ANY
� f /•T." 1 $ ;; 9, UNKNOWN UNDERGROUND ELEMENTS/UTILITIES NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN Q
ELEMENTS/IIPLITES ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE PROPOSED DESIGN. () LT7
{ Q c
* W ,�rt � off:. 9 ° i,z 71. CONTACT UTILITY LOCA IiNG SERVICE AT LEAST 48-HRS PRIOR TO EXCAVATION.
f�12. PR07ECT ALL ADJACENT PROPERTIES,THE GENERAL PUBLIC AND ALL OF THE OVINER'S FACILITIES SHOULD r�
DAMAGES OCCUR,REPAIR IMMEDIATELY AS DIRECTED BY THE ENGINEER.AREAS TO BE PROTECTED REPAIRED AND n
` .9'' CLEANED SHALL ALSO INCLUDE ANY STAGING AREAS ACCESS ROUTES AND OTHER EXISTING IMPROVEMENTS WITHIN V
AREA 4 'n I a THE CONS RUCTION LIMITS THAT ARE TO REMAIN. 0�
_ 13 ALL CONSTRUC7ION TO BE IN ACCORDANCE WITH ALL NCDOT AND NCDEO STANDARDS AND SPECIFICATIONS.
P 1 a 14 ALL EXIS71NG VAULTS,MANHOLES,STORM DRAIN STRUCTURES,CLEANOUTS,ETC.SHALL BE ADJUSTED AS NEEDED
TO MATCH FINISH GRADE.
iy 'r r A - 4_ 15. DEMOLITION AND PATCHING OF PAVEMENT,SIDEWALK,CURB AND GUTTER AND OTHER EXISTING PAVED SURFACES Q� �(
IN ADDITION TO THAT INDICATED ON THIS PLAN SHALL BE PERFORMED AS REQUIRED TO CONSTRUCT AND INSTALL tij Q
// • y I NEW URLITIES.ALL SUCH DEMOLITION AND PATCHING SHALL BE INCLUDED IN THE BASE BID SCOPE OF WORK. O �S
SEE SHEET FOR PAVEMENT REPAIR DETAILS n nQnnnn Q 0
d z CD
16. PORTIONS OF THIS SITE ARE LOCATED WITHIN FLOOD ZONE AE AS DETERMINED BY FEMA AND DEPICTED ON V Cr
d FI.R.M.MAP 3710966800K,DATED 02-02-2007.
17. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES UN71L THE OWNER NOTIFIES Q O
CN
CONTRACTOR IN WRITING OF PROCUREMENT OF APPROPRIATE PERMITS,EASEMENTS,AGREEMENTS,OR P- - RIGHTS-OF-WAY. p O N
• � Ml an # _,� < it m� y4�p',. .{ V
Y Big
zzzzi
Qq
AREA 5
F<
AREA 7 L qy
i n
C
N
l �r
1
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AREA 6
�-F 1'IJiImIII I �I .� '+� I 'j• } DRAWN BY: DC
CHECKED BY: SM
\\��\\ ri': _ z DATE: 01-06-2023
PROJECT NO: 21-189
GRAPHIC SCALE FILE:
o ,zs soo ,000
a EXISTING CONDITIONS
IN FEET &DEMOLITION PLAN-
n�ti= 250 ft. OVERALL
o \� ,I OUEPALL SHEET SHOWN FOR REFERENCE
SEE 40 SCALE AREA SHEETS FOR
ADDITIONAL INFORMATION. '%2.0
AREA 8 IV

LEGEND
\ \ \h I::: ::::::::::::::::.::: sTR CnMEs/unu Es o BE REMOVED sTRucn REs/unums TO REMAIN
OVERHEELECTRIAD -__---E-____- _ E
IELEPHWEELECTRICAL
___T_____
UNDERGROUND� ___UT_____- UNDERGROUND GROUND ___UT_____
HONE
EPHONE
FIBER OPRC ------Fp------ FIBER OP17C ------FO_____
\ I STORM DRAIN =_-0- = STORM DRAIN =====_ m
AREA INDIVIDUAL TREE iV\ INDIVIDUAL TREE C- III
\ \ TO BE REMOVED. F`c%`J� ro UTILIREMTY
P. IIIIL WWWEEE WWWEEE
IPF \ �\�\ L I UTILITY POLE or PP UTILITY POLE ,g PP CLH LH E S,PA IV
\ \\\\ \ AREA 2 — I 400 Design, PA
\\\\\� 400 Regency Forest Or.
CWSM./OLEARMG!!NITS CLEAR AND GRUB AS Suite 720
TREE PR01ECnON FENCE O O NECESSARY. Cory, NC 27518
Phone: [phone]T6
4 Fox: 9T9.3I9.75T6
AREA
LA: C-106 PB C
KEYNOTES
-1595
\\\ \ L JI RA mPORAIr
PORARY CONS7RUCnON FENCING
PR07ECIION FENCE
\MAR K
\ C REMOVE EXISTING GATE FREUNHARY
\\� D REMOVE EXISTING DRIVEWAY CULVERT.SEE SHEET C3.1 FOR REPLACEMENT
FOR REMEW ONLY
_ DO NOT USE FOR
\\\ �G�F Ws — —L AREA J GENERAL NOTES
OONSTRUCTME
1. ALL EXISTING STRUCTURES AND UTILITIES SIIALL BE REMOVED AS NEEDED i0 ALLOW NEW CONSTRUCTION. IN
— GENERAL.FEATURES INDICATED IN BOLD ON THIS PLAN SHALL BE REMOVED.
FA 7 2 ALL PAVEMENT OR CONCRETE 70 BE REMOVED SHALL BE SAW CUT TO PRONDE A STRAIGHT AND UNIFORM JWNT
FOR NEW PAVEMENT,SIDEWALK OR CURB AND GUTTER,ETC. ANY DDSBNG PAVEMENT,SIDEWALK,CURB AND
GUTTER,ETC THAT MUST BE REMOVED TO ALLOW NEW CW5117UCRW SHALL BE REMOVED AND REPAIRED PER
THE SPECIFICATIONS AND DETAILS OR TO MATCH PRE-CON31RUCnaN MU77ONS(NETHER OR NOT SHOWN ON
-I THE DRAWINGS TO BE REMOVED).o z I I I I I I I I I / / �/' / \\\\!♦ �\\ AREA J 3. ALL UIN71ES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND BE
PROTECTED FROM DAMAGE.
4. ALL WASTE MATERIAL GENERATED FROM MWOMTIDN ACRWIIES SHALL BE DISPOSED OF OFF-SHE IN ACCORDANCE
NTH ALL APPLICABLE RULES AND REGULA170NI
/ I I I I I / / / / / / / // \\\`�♦ \\\�-/ 5. EXISTING SIZE BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION WAS TAKEN FROM SURVEY BY MCKIVI&CREED
PERFORMED APRIL 20.2012 THESE PLANS DO NOT ASSUME ANY LIABILITY FOR ANY EXISTING INFORMATION
\ BOTH SHOWN AND NOT SI 02MV ON THE SURVEY AND ANY CHANGES TO THE EXISTING CONDITIONS THAT MAY
/ l l I / l / I l ` ♦\ ���\ / HAVE OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS
l PRIOR TO CONSTRUCTION.
$% a\\N / 6. INSTALL MEE PR07EC77ON FENCING PRIOR TO BEGINNING CLEARING OPERA WNS. CLEAR AND GRUB ALL AREAS
q D ♦�/ `:\\ /F' I AS SHOWN AND REWIRED TO PERMIT WSTALLA77ON OF NEW CONSTRUCTION PER SPECIFICATIONS AND DRAWINGS
` / / / / / / I I I I / / / •` '<�♦ y \\\\/ E)/SRNG TREES SHRUBS OR OTHER LANDSCAPE MATERIAL WHICH WLL CONFLICT W7H NEW CONSTRUCTION SHALL
IAREA 8 I BE REMOVED(WHETHER OR NOT SHOWN ON THE DRAWINGS).ALL CONTRACTORS SHALL VISIT THE SITE AND
/ % / / I I l I I I / / \\\� ♦ \\\ l ` J OBSERVE EXISTING CONDITIONS PRIOR TO BIDDING
7.\ ♦ \\\�� CONTRACTOR SHALL CONTACT OWNER&ENGINEER PRIOR TO ANY TREE REMOVAL BETWEEN STA77ONS 43+50 AND
67+00.
TO MINIMIZE DAMAGE TO EXISTING TREES NEAR ME INTERIOR EDGE OF CLEARING UAMS THE CONTRACTOR SHALL
CUT 1-FT DEEP TRENCHES ALONG ME LIMITS OF DISTURBANCE,SO AS TO CUT,RATHER THAN TEAR ROOTS
9. PRIOR TO DEMOLISHING EXIS7ING SIRUCTURES MAKE AN INSPECTION FOR ANY HAZARDOUS MATERIALS CONTACT
/'' _ ''/ /j j /i / / \ j I \��♦♦ /\�\F / ENGINEER IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND REMOVE UTILITY SERVICES
FUEL TANKS AND SEPTIC SYS7EMS ALL WORK TO BE PERFORMED IN ACCORDANCE NTH APPLICABLE FEDERAI, � OO
STATE AND LOCAL REGULAnWS 0 O
�� �� ____ j // ) I // ♦. \ \ l 10. VERIFY ALL ILLUSTRATED UNDERGROUND ELEMEN7S/URLITn DIERCISE REASONABLE EFFORTS TO PROTECT ANY
UNKNOWN UNDERGROUND ELEMENTS/URLITIES. NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN Q
/ ----_��'' ------ // —/ •. I I \ // \ \ / ELEMEN7SATEUTTES ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION 70 THE PROPOSED DESIGN.
------ I I I j \•� �\\I ;I. CONTACT UTILITY LOCATING SERVICE AT LEAST 48-HRS PRIOR TO EXCAVARW. p�
__ / l o"'V.P • I I I \\ I 11 PROTECT ALL ADJACENT PROPERTIES,THE GENERAL PUBLIC AND ALL OF TIff OWNERS FACIIRES. Saw p
_-- /�5/ ♦ I [\` r\\ DAMAGES OCCUR REPAIR IMMEDIATELY AS DIRECTED BY THE ENGINEER.AREAS TO BE PROTECTED,REPAIRED AND n^vn^^^
/ —J �"I \\\ CLEANED SHALL ALSO INCLUDE ANY STAGING AREAS,ACCESS ROUTES AND OTHER EXISTING IMPROVEMENTS WITHIN V
_ `A
-------_-- I / ♦♦ f1. STORM DRAM 57RUCTURES CLEANOU7S ETC.SIIALL BE AD,457ID AS NEEDED
THE CONSTRUCTION LIMITS IN AT ARE TO REMAIN.
' / \ ( i\�� �\\\ 13. ALL CONSTRUCTION TO BE ACCORDANCE NI1H ALL NCDOT AND NCDEO STANDARDS AND SPEOFlCA170NS
-----------------
( y TO MAID/FlNISII GRADE.
_---- / 5. DEMOLITION AND PAIOIING OF PAVEMENT,SIDEWALK,CURB AND GUTTER AND OMER EXISTING PAVE)SURFACES
�� �� /_-_ ,/i ♦ T ' \\ IN ADDITION 70 THAT INDICATED ON THIS PUN SHALL BE PERFORMED AS REWIRED 70 CONSTRUCT AND INSTALL Q
•/ / / / / \\ \\` �\r % NEW U1ILI11ES.ALL GUCIH DEMOITIW AND PATCIINC SHALL W INOUDED M THE BASE BID SCLWE OF MORK. O
------�\ SEE SHEET v_FOR PAVEMENT RFPMR DETAILS Q p�
16. PORTIONS OF THIS SITE ARE LOCATED W17HIN FLOOD ZONE AE AS DETERMINED BY FERIA AND DEPICTED ON O
/ / /♦ / l / \\_, F.LR.M.MAP 371096680(NC,DATED 02-02-2007. Q
\ • 17. NO WORK SHALL BE PERFORMED W RIGHT-OF-WAYS OR ADJACENT PROPERTIES UNIX ME OWNER NOTIFIES �., O
'-- �\ I ,, / ♦� / —320-� / / / I I /\j>� �i CONTRACTOR IN WRITING OF PROCUREMENT OF APPROPRIATE PEIWIIS EASEMENTS AGREEMENTS OR ILIF-
% / / / • PJCHTS-Lr-WAV.. O N
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' /r \ -'' \\ \ \ \l
-_ _--- - . �---__- \ \ \ I � \ CHECKED BY: SM
--- \ \\\\ \\\\\\\\\\I\\\\\I\\\I\ III I\\ \
\\ DATE: 01-06-2023
---- �/ / --- -- -----'/- /
---------- PROJECT NO: 21-189
---`-320 FILE:
_--- \ ---\
_____ _ ,� \_` -- EXISTING CONDITIONS
___----___-\ \'. &DEMOLITION PLAN-
AREA 1
----- ` ,�=! _ --------- 315--� \ \\\ \ AREA 1 MATCHLINE GRAPHIC SCALE
♦`} AREA 2 '//// ,•••///� 1
I MENNEN
- -310-� \ \ -\mow% - `♦---__._ /__-\ \\ \ \\ \\ \ \\ \ V! ■
' /— \ ♦ \ \ \ \ / \ \ \\ \ \ R IN FEET)
i/ ---------- —�\- ♦ \� \. // \\ \\ % % \ \\ \\ \ Lich= 40 Et. ■

— ` — h — -------------- \ \ \\ \\ \\ \\ \ \\ \\\\ \\ \� LEGEND
�-315
—- -— \\•. �-'\ �♦ -----� ��-sls__ \ \\ \\\ \\ \\) \\\ `\\\\\\ \\\ \ STIUCTURES/UTILITIES TO BE REMOVED SIRUCTURES/UnlIr1ES TO REMAIN
---------------- \ \ \ \ \ \ \ \\ \ \ AREA I MATCHLINE OVERHEAD
g______ C EARL E
_ T______ IEIEPHOVE ______T_____
------- \\� \\�-- -\vA%`�- ` --__ f _ \\ 1 \ \ \\ % \ \ \ \ \ \ \ UNDERGROUND UNDERGROUND
-310-� \ ��� • ` , // 1 1 \ \ \ \ \ \ \ \ \ \ \ \ TELEPHONE ______UT______ TELEPHONE
------UT_____
_ \ FIBER OPTIC FO FIBER OPTIC
------------ —\ \\ ��\.\ `♦ / // I I I I \\ \\\ \\\ / / \\\ \ \\ \ \\\ \ STORM DRAIN -o-- STORM DRAIN = —
,_---- INDIVIDUAL TREE
TO BE REMOVED. TO REMAIN.
��\ \ ` ♦ '.1w NOS _ I I 1 / \ / / / \ \ \ \ \ PP PP �ES1CN
UTILITY POLE .or UTILITY POPE
--------- \ \ CLH Design, PA
——— \ \\ \ \� `�\ I 1 1 ` 1 I / 1 I I \ \ ) \ \ 400 Reg..y Forest Dr.
---_— _—_--_\���\�\\ \ _ \ \ CONSIR./CLEARNG LIMITS CLEAR AND DRUG AS suite 120
�� \ \ \\`--- — \ \ `� ` ♦ I I I I I TREE PROTECTION FENCE O OCory,
----— \ \ �— \ `� ` , I 11 \I \\J j j I \I NECESSARY. Phone N919.31T9.6716
300—\——\ \\\\\\ \\\\\ �\`� ` / / / / I I I 1 I j Fax. [phone]
I I I I LA: C-106 PB C-1595
\ \ \ ......L......
/.....L p\ \ .♦ ,--/ l I I KEYNOTES
' ' /� C/ / I / l % /� A :PORARY 7nFE PROTECTION FENCE
j \ ` /
\..........'.... / / // )\� \ ` ✓ ; ( I 1 I / \ I 1 / / / / I///L\� B tEMPORARY coNsmucnav FENCING
`A. \ I
C REMOVE DUSTING GATE�
REMOVE EXISTING DRIVEWAY CULVERT.SEE SHEET C3.I FOR REPLACEMENT
EXISTNG GRAVEL ROAD FOR CL�\�V�'IW7®G9dSY
no NOT USE FOR
GENERAL NOTES ®a�T��6To®a
\/ / I I I / / �� �` • \ 1 \ \ \ \ \ 1 1 L/• 1. ALL EXISTNG STRUCTURES AND UTILITIES SHALL BE REMOVED AS NEEDED TO ALLOW NEW CONSTRUCTION. IN
/ / ( / / \\ \ ,♦ \ ♦� \ ` _- \\ \ GENERAL FEATURES MID/CAIED IN
ON INS PLAN STALL BE REMOVED.2 ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT
\ CONDITIONS\ \ I 1 \ \ \ \ \ \ FOR NEW PAVEMENT,SIDEWALK OR CURB AND GUTTER,ETC. ANY EXISTING PAVEMENT,SIDEWALK,CURB AND
` I I / (\ \ \ 1 ♦ I `� \\ In♦ \ I \ \ 1 1 \ \ \ \ ` \ \ \ GUTTER,ETC.THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION STALL BE REMOVED AND REPAIRED PER
--------- -- \ \ \ 1 I \ \ \ \ \ \ THE SPECIFICATIONS AND DETAILS OR TO MATCH PRE-CONSTUCTON (WHETHER OR NOT SHOWN ON
/ \ \ \ 1 \ \ \ \ \ \ \ \ \ THE DRANMGS 70 BE REMOVED).
A\ \
\\ \ \\\\\` \\\\`\ \ \ �\ a \ ••\ \\ \\\ \\\ \\\\\ \ \I \ \\ \\\\ \\ \\ \\ \ 3 ALL UIU71ES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MOOIFICA7KN ARE TO REMAIN AND BE
\ \\\ \ \ \ \ \ \ • �` i \ �� `\ \\ \ \ \ \ \ \ \ ` PROTECTED FROM DAMAGE.
4. ALL WAS E MATERIAL GENERATED FROM MWOU170N ACTIVITIES SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE
\ \ \\ \ \ \ \ \ \ \ \V` \`\\ \♦ /� \ \ \ \ \ \ \ \ \ \ \\ \ \\ NTH ALL APPLICABLE RULES AND REGMAnONI
\\ \\ \\\\ \\ \\ \\ \\\ \ \ \\ \• \ I I \ \\ \\ `\ \ \ \\ \\\\ \ \ \ \ \ \ 5. EVSTNG 91E BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION WAS TAKEN FROM SURVEY BY MCKIM&CREED
\ \\ \ \ \ \ \ \ \ \♦• \ `\ \ `\ \\ / / --__\ \ \\ \ \ \\\ \ \ \ \ \ \ \ \ PERFORMED APRIL 20,2022 THESE PLANS DO NOT ASSUME ANY LIABILITY FOR ANY EXISTING INFORMATION
\ \ BOTH SHOWN AND NOT SHOWN ON THE SURVEY AND ANY CHANGES TO THE EXISTING CONDITIONS THAT MAY
`\ \\ \ \ \ \\ \\ \ \ ` `\ \ ♦\ 1 / / / \ \\ \\ \\ \ \ \ \ \ `\ \ ` \ \���\ HAVE OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS
PRIOR TO CONSTRUCTION.
\ \ 1 1 ` `\ \ \\ \ �\\ \ \ ♦ \ 1`� \ IA`I ( / / �� \\ \\ \ \ \\ \\ \\\\ \�\\ \ \\� �� -- 6. INSTALL TREE PR07EC77ON FENCING PRIOR TO BEGINNING CLEARING OPERA77ONS CLEAR AND GRUB ALL AREAS
\I 1 11 1 :� \\ \\ \\ \\ \\ \\ 1 ♦ 1 `� \I I I / / /" \\ \\ \\ \\ \ \ \ ��\\\\ ��\---\--\ AS SHOW AND REWIRED TO PERMIT WSTALLA77ON OF NEW CONSTRUCTION PER SPECIFICATIONS AND DRAWINGS
DUSTING TREES SHRUBS OR OWER LANDSCAPE MATERIAL WHICH NULL CONFLICT NTH NEW CONSTRUCTON SHALL
\ \ \ \ �♦ I \ \ \ \ \ \ \ \\ \
\J 1 II \\ \ `\ \\ \\1 1 11 1 I • \ �� I I`I j j \ \ \ \ \ \ �\\ \\ \ \ \—__\—�\\__ BE REMOVED(RHETHERCON I NOT SHOWN ON THE DRAWINGS)ALL CONTRACTORS SHALL VISIT RITE SHE AND
OBSRYE E)TISTNG CONDITIONS PRIOR i0 BIDDING
7. CONTRACTOR STALL CONTACT OWNER&ENGINEER PRIOR TO ANY TREE REMOVAL BETNEEN STATIONS 43+50 AND
67+00.
8, TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF CLEARING LUTS,THE CONTRACTOR STALL
\ / / I ♦ / 1 I` I \ \ \ \ \ \ \ �� \ \ CUT 1-FT DEEP TRENCHES ALONG THE LIMITS OF DISTURBANCE,SO AS TO CUT,RATHER THAN TEAR ROOTS
\ ) // / / / / ♦ I / \ \ \ \ \ \
/ / / / /� �i/ � / \`� \` I ♦ / \_ \ \ \ \\ \ \�\ \ \ \ \ \ \ \ - �-_ 9. PRIOR 70 DEMOLISHING EXISTNG STRUCTURES MAKE AN INSPECTION FOR ANY HAZARDOUS MATERIALS caRracr
ENGINEER IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND REMOVE UNITY SERVICES
,/ `\ �� \ / / \ \ \ \ \ \�\ \ \ \ \ \ �� FUEL TANKS AND SEP71C SYSTEMS ALL WORK TO BE PERFORMED IN ACCORDANCE NTH APPLICABLE FEDERAI, _QO
/ % / �/���/ / /���/ ` \ �• \ \\ I `\ \ `\ -\ \ \ \\ STATE AND LOCAL REGULATIONS 0 a
10. VERIFY ALL ILLUSTRATED UNDERGROUND ELEMEN7S/UnuIIES EXERCISE REASONABLE EFFORTS TO PROTECT ANY
/ / !/ // /// /// ♦ -� \ \ \ / / I \ \ \ \ \\ \ \ \\ \\ \ \� \ UNKNOWN UNDERGROUND ELEMENTS/U 71RIM NOTFY THE ENGINEER IMMEDIATELY IF UNKNOWN Q
ELEMEN7SAI N7ES ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION 70 THE PROPOSED DESIGN. ITJ
1I. CONTACT UIX TY LOCATING SERVICE AT LEAST 48-HRS PRIOR TO EXCAVATION
12. PROTECT ALL ADJACENT PROPERTIES THE GENERAL PUBLIC AND ALL OF THE OWNERS FAclillm SHOULD ppp�ppp
/ / /— ♦\,� I 1 I I I `� \ \ \\ \\\ \ \\ 1 \ DAMAGES OCCUR REPAIR IMMEDIATELY AS DIRECTED BY THE ENGINEER.AREAS TO BE PROTECTED,REPAIRED AND n
` ♦ \ / j / \ \ \ 1 1 CLEANED SHALL ALSO INCLUDE ANY STAGING AREAS,ACCESS ROUTES AND OTHER EXISTING IMPROVEMENTS LWTHIN
-
/
/ V
\\ .� / THE CONSTRUCTON LIMITS THAT ARE TO REMAIN.
` `` \ ) i/ / .. ���.. 1 I \ 14.. ALL CONSTRUCTION 10 BE W ACCORDANCE NTH ALL NCDOT AND NCDEO STANDARDS AND SPECMICATONS
// /� ♦ ` 1 .\\ / /� / _,��.. / % / / . I \ 14. ALL EXISTING VAULTS MANHOLES,STORM DRAW STRUCTURES CLEANOUTS ETC.SHALL BE ADXSIED AS NEEDED
TO MA TcH— — ___- _ _____J �' 1 DEAIOLI110NFIAND PAINISH ATMWING OF PAVEAIFNT,SIDEWALK.WRB AND GUTTER AND OTHER EYIS71 G PAVE)SURFACES
/ N �\\ \ �C
--/
/�----_-- / /-----,J- I\ \ \ S IN ADDITION 70 THAT INDICATED ON THIS PUN SHALL BE PERFORMED AS REQUIRED 70 CONSTRUCT AND INSTALL
/ /"-� , \�`�--'/ "C / / ------��-----z----- / NEW U7nN7Es ALL SUCH DEMOU71ON AND PATCHING SHALL BE INCLUDED W THE BASE BID SCOPE OF WORK. Q
-_ - \ E_____ / �\ \
_______y__ � _ / ______�\ -\ \\ � t�___! I t 1/ - SF SHEET v_FOR PAVEMENT REPAIR DETAILS
-----� // -- \\ \\ �;- -\ `\ ,`♦' 16. PORTIONS OF THIS SITE ARE LOCATED WITHIN FLOOD ZONE AE AS DETERMINED BY FEMA AND DEPICTED ON V 0
c\--- _-_ \ \►♦ / i-,_______� \ \ .—..��.. \ / /-' /1 \ FI.R.M.MAP3710966800KDATED02-02-2007. 09 CQ
-\ 17. NO WM SHALL BE PERFORMED ON RIGHT-OF-WAYS OP ADJACENT PROPERTIES UNIX THE OWNER NOTIFIES O
\ -�� / ^\ \\ ,�`♦♦ �S .. �� ••��•—•- •-_---� \\ /•T/ T�� �� ���� CONTRACTOR INWRIIING OF PROCUREMENT OF APPROPRIATE PERMITS EASEMENTS AGREEMENTS OR Q
wcnts-Lr-war. O
)CONTROL P�2INC
c3 9 •-
- - - � p o
•i:. :i: i;;;:•;
0............ AREA I / i/ // // I/I I j / �\ a �
k
............... ..
Fes- � J
AREA 4
0
I I a
U
0
I I
I cc
—L AREA J DRAWN BY., DC
_ CHECKED BY: SM
FAR—EA
_7 I DATE., 01-06-2023
PROJECT NO: 21-189
— AREA J FILE:
W
z F EXISTING CONDITIONS
v € &DEMOLITION PLAN-
F- AREA 2
I GRAPHIC SCALE
LREA 8 — J fv M /'/� "/'/�
I IS N FEET) CL■L
Q Q 1 inch= 40 ft.

LEGEND
-�` FREA 1 SIRUC7URES/UnLIT1ES TO BE REMOVED SIRUCTURES/UnIIIIES TO REMAIN
-`� OVERHEAD OVERHEAD ______
ELECTRICAL E------ ELECTRICAL E
--
TELEPHONE ______T______ TELEPHONE ______T_____
\�\ \ UNDERGROUND --_ UNDERGROUND ___
\ /
TELEPHONE ___UT______ TELEPHONE
---UT_____
FIBER OPTIC ______pp______ FIBER OPTIC ______Fp_____
STORM DRAIN =__ = NORM DRAI IVIDUAL N „�^nI
TO BE REMOVED. TO REMAIN. " ■
g�.� INDIVIDUAL TREE
I .. ........................I PP PP E S 1 C IV
I \ 1 ,� ..••.................. UTUTY POLE .0' UTILITY POLE �'
\ ? / CLH Design, PA
AREA 2 �.'....•..''.•...•........�.'I CWSIR./GEARING LIMITS
400 Regency Forest Dr.
CLEAR AND DRUB AS Suite 120
/l l\`\ �`• // ' NECESSARY.
...Y.'..L.... .......... I REE PROTECTION FENCE o o ne: 919.311 Ph9.6716
9.7516
Fox. 919.31106 PE c-159
!� AREA 4 '
-------- I KEYNOTES
t� v
^ \ \ \ \ 1 I
\ yam\ \ 1 A TEMPORARY TREE PROTECTION FENCE
B TEI/POPARY CONSTRUCTION FENCING
I\\ `'�\ F �— c REMOVE EXISTING GATE PWLSLSWLVQWII pLSL=QWS
I /^ \\ \ \ Z� \ D REMOVE EX STING DRIVE WAFOR REVEY ONLY
Y CULVERT.SEE SHEET C3.1 FOR REPUCEMENr
E EXISTING GRAVEL ROAD
D®NOT uSE ron
GENERAL NOTES 6®MSTRUCT0®M
\ \ \ 1 \ \ \ �� �� / \\
\L I \ \ \\ . / \ r — —- AREA J 1. ALL EXISTING STRUCURES AND UnunEs SHALL BE REMOVED AS NEEDED TO ALLOW NEW CgISn OCnQV. IN
GEI ERAI FEATURES INDICATED IN BGD ON IRIS PLAN STALL BE REMOVED.
1 ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW OUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT
FOR NEW PAVEMENT,SIDEWALK OR CURB AND GUTTER,ETC. ANY EXISTING PAVEMENT,SIDEWALK,CURB AND
J \\ \\ \ \\ \\ \ \ •\ \
------
\\ AREA 7 GUTTER,ETC.THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER
\\ THE SPECIFICATIONS AND DETAILS OR TO MATCH PRE-CW5IRUC710N CONDITIONS(NHIEIHER OR NOT SHOWN ON
\ \ \ \ \ ---� ♦� \� ` \♦ \ \�, I THE DRAWNGS 70 BE REMOVED).
I ALL UIU71ES STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ME TO REMAIN AND BE
\ \\\ \ \ PROTECTED FROM DAMAGE
OR
AREA J 4. ALL WASTE MATERIAL GENERATED FROM MWOU170N AC17VI70 SHALL BE DISPOSED OF OFF-STE IN ACCORDANCE
ENTHVS ALL APPLICABLE ND RUNES AND REGUUTWS
`0.� `� ) 5. PERFORM D A BOUNDARY AND TOPOGRAPHIC 00 NOT INFORMATION WAS TAKEN FROM SURVEY DUSTING
MCKIM 7 CREED
\ \ \-------- / / PERFORMED AND NO.2SHO TIHESE PLANS DO NOT ANY CH ANY TO THE FOR ANY EXISTING INFORMATION
^\� _ BOTH SHORN AND NOT SHORN ON Y W S ISSUED.
AND ANY CHANGES ILA THE EXISTING CONDITIONS THAT MAY
\ \ - ��\ \yj HAVE OCCURRED AFTER THE SURVEY WAS ISS/ED. CONTRACTOR STALL VERIFY ALL EXISTING SITE CONDITIONS
\ \------- - \\ PRIOR TO caysmucnoN.
�\ \�` / \ \ /� 6. INSTALL TREE PR07EC77ON FENCING PRIOR TO BEGINNING GEARING OPERATIONS GEAR AND GRUB ALL AREAS
AS SHORN AND REWIRED TO PERMIT WSTALLA77ON OF NEW CONSTRUCTION PER SPECIFICATIONS AND DRAWINGS
----��` \\��.�_ � \ ♦I \ / DUSTING TREES SHRUBS OR OWER LANDSCAPE MATERIAL WNICH WELL CONFLICT WITH NEW CONSTRUCTION SHALL
BE REMOVED(WHETHER OR NOT SHOWN ON THE DRAWINGS).ALL CONTRACTORS SHALL WST THE SITE AND
�
c---- \\�•\ /� I / OBSERVE EX TING CONDITWS PRIOR TO BIDDING
AREA S J 7. 6CONTR CTOR SHALL CONTACT OWNER&ENGINEER PRIOR TO ANY TREE REMOVAL BETWEEN STATIONS 43+50 AND
\�?�- Y ^^ \ L 8. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF CLEARING LIMITS,TIE CONTRACTOR SHALL
----�\ \ \ \\ \� // \ CUT 1-FT DEEP TRENCHES ALONG ME LIMITS OF DISTURBANCE,SO AS TO OUT,RATHER THAN TEAR ROOTS
9. PRIOR TO DEMOLISHING EXISTING STRUCTURES MAKE AN INSPECTION FOR ANY HAZARDOUS MATERIALS CONTACT
ENGINEER IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND REMOVE UNITY SERVICES
T 1J FUEL TANKS AND SEPTIC SYSTEMS ALL WORK TO BE PERFORMED IN ACCORDANCE NTH APPLICABLE FEDERAL, QO
STATE AND LOCAL REGULATIONS O
VERIFY ALL ILLUSTRATED UNDERGROUND ELEMEN7S/UTL)In E7UCISE REASONABLE EFFORTS TO PROTECT ANY
UNKNOWN UNDERGROUND ELEMENTS/UTLInES NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN Q
ELEMEN7S/UTUNES ARE DISCOVERED THAT WOULD NECESSITATE MODINCAnON 70 THE PROPOSED DESIGN. p
\\\\ \\\\ \\ \ )` CONTACT UTILITY LOCA77NO SERVICE AT LEAST 48-HRS PRIOR TO EXCAV47ICW.
11 PROTECT ALL ADJACENT PROPERTIES THE GENERAL PUBLIC AND ALL OF THE OWNERS FACILITIES. Saw ppp ppp
DAMAGES OCCUR REPAIR IMMEDIATELY AS DIRECTED BY THE ENGINEER AREAS TO BE PROTECTED,REPAIRED AND n
LLJZ , \) \) \\ \\ \\ ____ - I CLEANED SHALL ALSO INCLUDE ANY STAGING AREAS,ACCESS ROUTES AND OTHER EXISTING IMPROVEMENTS W9THIN V
CC \ - \ THE CONS7RUCTON LIMITS THAT ARE TO REMAIN.
;I. ALL CONSTRUCTION TO BE IN ACCORDANCE WIN ALL MCDOT AND NCDEO STANDARDS AND SPECIFICATION&
14. ALL EXISTING VAULTS MANHOLES,STORM DRAM S71R/CTIARES GEANOUTS El„STALL BE AD,W/STID AS NEEDED eg
TO MATCH FINISH GRADE.
\ I 15. DEMOLITION AND PATCIING OF PAVEMENT,SIDEWALK,CURB AND GUTTER AND OTHER EXIS71NG PAVE)SURFACES F�
IN ADDITION 70 7HAT INDICATED ON TITS PUN SHALL BE PERFORMED AS REWIRED 70 CONSTRICT AND INSTALL Q
NEW UDL) ALL SUCH DEMOU71ON AND PATCHING SHALL BE INCLUDED M THE BASE BID SCOPE OF WORK C)
C 1 SEE SHEET v_FOR PAVEMENT REPAIR DETAILS Q Q
16. PORTONS OF THIS SITE ARE LOCATED W1MIN FLOOD ZONE AE AS DETERMINED BY FERIA AND DEPICTED ON V O
FLR.M.MAP 3710966800K DATED 02-02-2007. p� Q
17. NO N17RK SHALL BE PERFORMED W RIGHT.-OF-WAYS OR AOWCCIT PROPERTIES UNIX THE OWNER NOTIFIES ���C- O
GHTUA OF-WA WRIIMC OF PROCUREMENT OF APPROPRIATE PERMITS EASEMENTS AGREEMENTS OR Vp Q O n^ N
y ' \ \\ \ \ � cf)
I I I I III \4 I \ \\ \\ \ \ \
0
Lo
LA
W Z
��� i I %l / / •/ j i ■ \I \ \\) DRAWN BY: DC
CHECKED BY: SM
DATE: 01-06-2023
'/ ��
• / \\ \\ \I
_ PROJECT N0: 27-789
l II / l/ / \\ i FILE:
EXISTING CONDITIONS
&DEMOLITION PLAN-
/ i / i / i// /' • ram% ! \\ AREA
AREA 3 MATCHLINE ✓ / / 7/ ,, GRAPHIC SCALE
AREA 4 /' % /'TT' /'T�'% 0 W ■.
IN FEET) V!..V

LEGEND
STRUCTURES/UTILITIES TO BE REMOVED STRUCTURES/UTILITIES TO REMAIN
AREA 3 MATCHLINE ✓/;/ ;/ ;/;/; / % /? i' / \\ \\ OVERHEAD ------E-----_ OVERHEAD E
\ ELECTRICAL ELECTRICAL
AREA 4 / / / / / ; / , / ✓ r _ \ \ TELEPHONE ______T------ TELEPHONE ______T_____
UNDERGROUND HONE _----_UT____-- �TELPHONEROUND ______UT_____
FIBER OPTIC FO------ FIBER OPTIC ------FO_____
/ \ STORM DRAIN S77NNM DRAIN m � 1�
{�T INDIVIDUAL TREE UIIA III ^I�'7111
INDIVIDUAL TREE �`�Jc,(YJ TO REMAIN. �i IIIILL IIIWWW WWWIII
/ / • ro BE REMOVED.
_ EDESIGIV
y///',�-'- j i/ j j I '�• \\ - �\\\ \\ / UTILITY POE or Pp unurr POE PP
�� _-/ / / ♦/ I,i OE / \ \ \ CLH Design, PA
/ / / // ♦/ a '� \ \ \ ) 400 Regency Forest Dr.
CONSIR./GLEARMG LIMITS CLEAR AND DRUB AS Suite 120
TREE PROTECTION FENCE O O NECESSARY. Cary, NC 27518
Phone: [phone],
/ / , / --/ \ -- Fax: [phone]
�' / LA: C-106 PE C-1595
KEYNOTES
A TEMPORARY 717EE PROTECTION FENCE
///j // j / \ r I' j:♦ \\ \\\ \\ �. B n]ePORAIrr coNsTRUCnav FENCING
/I /� c REMOVE DUSTING GATE pV[dOGJ��A9G1^Gi°,'Y FL MS
♦ / D REMOVE EXISTING DRIVEWAFOR RE�flEW ONLY
Y CULVERT.SEE SHEET C3.1 FOR REPLACEMENT
/ E E/s7INc GRAVEL RoaO
no MOT USE FOR
GENERAL NOTES
COMSTRUC70N
I I I I 1 / I♦ %// / / 1. ALL EXISING STRUCTURES AND UTILITIES SIIALL BE REMOVED AS NEEDED i0 ALLOW NEW CONSTRUCTION. IN
GENERAL,FEATURES INDICATED IN BOLD ON IRIS PLAN SHALL BE REMOVED.
�% / / 2 ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT
/ t ♦ % // //' � FOR NEW PAVEMENT,SIDEWALK OR CURB AND GUTTER,ETC. ANY EXISTING PAVEMENT,SIDEWALK,CURB AND
-? • / /i/ GUTTER,ETC.THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER
THE SPECIFICATIONS AND DETAILS OR TO MATCH PRE-CONSTRUCTION CONDITIONS(NETHER OR NOT SHOWN ON
♦ \\ .[ // i /i i // THE DRAWINGS 70 BE REMOVED).
/ // 3 ALL UIU71ES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIICAN NN ARE TO REMAIN AND BE
I I I I \< ♦ /// /i i i PRO ECTED FROM DAMAGE.
4. ALL WASTE MATERIAL GENERATED FROM MWOU170N ACTI070 SHALL BE DISPOSED OF OFF-SHE IN ACCORDANCE
NTH ALL APPLICABLE RULES AND REGMAnONI
J( v ♦ // j j / // 5. EXISTING 51 E BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION WAS TAKEN FROM SURVEY BY MCKIM&CREED
/ PERFORMED APRIL 20,2022 THESE PLANS DO NOT ASSUME ANY LIABILITY FOR ANY EXISTING INFORMATION
\ \\ \�♦ % % ���� i%j j j/ % BOTH SHOWN AND NOT I ON THE SURVEY AND ANY CHANGES 10 THE EXISTING CONDITIONS THAT MAY
THE S I I I I �\\ ♦ / / / / , HAVE OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL DOSING SITE CONDITIONS
PRIOR TOcaysmnGXN uc .
II I I I I I I \ I♦ / %' \y I --'' / j// // 6. INSTALL MEE PR07EC77ON FENCING PRIOR TO BEGINNING CLEARING OPERA77ONS CLEAR AND GRUB ALL AREAS
AS TIGWRESSLWINDTRACCBONCCI �0ASHAL DUSTING RUBS OR u MATERIAL KNIH WLLCONFLIT NTH NEWCONSCn ALL
III III I II 1\ \\ \ ` 1♦ L i"\�% ------ j// j, j BE RFAIOVED(WHETHER OR NOT SHOWN ON THE DRAINNGS).ALL CONTRACTORS SHALL VISIT THE SITE AND
_ OBSERVE VEX
CONDITIONS PRIOR TO BIDDING
1 \ \\ \\ I\ I \1 \1 11 1♦ ��!---_---'- /�//�//// 7. CONTRACTOR SHALL CONTACT OWNER&ENGINEER PRIOR TO ANY TREE REMOVAL BETNEEN STATIONS 43+50 AND
67+00.
\ I \\ \ \ \ \ II \ ( I\ 1 /��✓ - _�i/j% B TO MINIMIZE DAMAGE TO EXISTING TREES NEAR ME INTERIOR EDGE OF CLEARING LIMITS THE CONTRACTOR SHALL
/ CUT 1-FT DEEP TRENCHES ALONG THE LIMITS OF DISTURBANCE,SO AS TO CUT,RATHER THAN TEAR ROOTS
\\ \\\\\\\\\\\\\\ \\\\\\\\ ♦\\ /{, �!_ : j'315 / 9. PRIOR TO DEMOLISHING EXIS7ING STRUCTURES MAKE AN INSPECTION FOR ANY HAZARDOUS MATERIALS CONTACT
}� ENGINEER IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND REMOVE UNITY SERVICES,
FUEL TANKS AND SEP71C SYSTEMS ALL WORK TO BE PERFORMED IN ACCORDANCE NTH APPLICABLE FEDERAI, _OO
STATE AND LOCAL REGULATIONS. � a
XI I \ \ \ \ \ \ \ ♦ \, \\: ♦ /� �//% j 10. VERIFY ALL ILLUSTRATED UNDERGROUND ELEMEN7S/URL)In E7UCISE REASONABLE EFFORTS TO PROTECT ANY G
\I \\\ \ \ \ ♦\I\ 4\ /-- � /ice / UNKNOWN UNDERGROUND ELEMEN7SIV 77ES NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN Q Q
�♦ /3j0// / // ELEAlEN751VIDNES ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION 70 THE PROPOSED DESIGN.
11. CONTACT UTILITY LOCATING SERVICE AT LEAST 48-HRS PRIOR TO EXCAV47 W.
9 i// // 11. PROTECT ALL ADM"PROPERTIES THE GENERAL PUBLIC AND ALL OF THE OWNERS FAOIInm SHOULD � p�
DAMAGES OCCUR REPAIR IMMEDIATELY AS DIRECTED BY THE ENGINEER.AREAS TO BE PROTECTED,REPAIRED AND �J
—r— --- L4
I )' \ j ♦ // i �// /// CLEANED SHALL ALSO INCLUDE ANY STAGING AREAS,ACCESS ROUTES AND OTHER EXISING IMPROVEMENTS N9MIN
THE CONSTRUCTION LIMITS THAT ARE TO REMAIN.
13. ALL CONSTRUCTION TO BE IN ACCORDANCE NTH ALL MCDOT AND NCDEO STANDARDS AND SPECF07IONS
14. ALL EXISTING VAULTS MANH=SIM%I DRAM STRUCTURES,CLEANOUTS ETC SHALL BE AD&SIED AS NEEDED
TO MATCH FINISH GRADE.
/ I / I (, \ \ 1 ■\ / / / / / / 15. DEMOLITION AND PATCHING OF PAVEMENT,SIDEWALK,CURB AND GUTTER AND OMER EXISTING PAVE)SURFACES d pp^^
N/F IN ADDITION 70 THAT INDICATED ON THIS PUN SHALL BE PERFORMED AS REQUIRED 70 CONSTRUCT AND INSTALL vL
STATE OF NORM CAROLINA NEW UTILITIES ALL SUCH DEMOU71ON AND PATCHING SHALL BE INCLUDED M THE BASE BID SCOPE OF WORK. Q
(DEEP RIWR STATE 1RAIL) SEE SHEET v_FOR PAVEMENT REPAIR DETAILS Q O p�
/ / / �/ ■I i �1� /j / /%//// OR 1228,PG.0710 16. PORTIONS OF THIS SITE ARE LOCATED N17H OIN FLOOD ZONE AE AS DETERMINED BY FEMA AND DEPICTED ON V
/ / / / I E ■I I • O j j /,�h j j/j Y PH 2006,PG.23 FI.R.M MAP 3710966800K DATED 02-02-2007. 0[S"
PARCEL j 11089 17. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES UNIX THE OWNER NOTIFIES :q O
CONTRACTOR M WRITING O PROCUREMENT OF APPROPRIATE PERMITS EASEMENTS AGREEMEN7S OR (Y 00
RIGHTS-Lr-war. fLf 117h m d
1 11 11 f \ ■ \\\ ■ l i r j//�l r �REgg-
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AREA J DRAWN BY: DC
CHECKED BY: SM
/ I / / I I I i I / / /• / / DATE., 01-06-2023
AREA 7
PROJECT NO: 21-189
FILE:
AREA J
/i i i / ,/ / /� •� a EXISTING CONDITIONS
&DEMOLITION PLAN-
AREA 4 MATCHLINE ;;//i i i% l�// f/ GRAPHIC SCALE AREA 4
AREA 5 i�;/ / i / /
/// / i%// / / i/ ,' / • LREA 8 — J ( IN FEET) V�■T
a
/ / 1 inch= 40 ft. r

/ / / / / / , / / • I LEGEND
✓ / / / %%%/ / % % / /i / I \\ STRUCTURES/UTILITIES TO BE REMOVED STRUCTURES/UnUDES TO REMAIN
AREA 4 MATCHLINE
• --� OVERHEAD E______ OVERHEAD E
AREA 5 / i i i/ i i• / aEcmicAL ELEcmcaL -
UNDERGROUND --_ UNDERGROUND ___
/ / % / /// l ♦ TELEPHONE ____--LIT-----' TELEPHONE ---UT-----
FIBER OPTIC __FO------ FIBER OPTIC ------
FO_____
/ �' / / // / / / /� / • STORM DRAIN =__—= STORM DRAIN
/ // / / / / / j / • / • / INDIVIDUAL TREE INDIVIDUAL TREE L
/ / / / / / / . • \ TO BE REMOVED. t4y
TO REMAIN.
PP pp C)ESIGN
/ / / / / / / / / • \ \� �� I UTILITY POLE or UTIUTY POLE
/ / / / / / / / /i • ` • CLH Design, PA
400 Regency Forest Or.COVSM./OLEARMG TWI Suite CLEAR AND GRUB as suite 720
\ i ---- NECESSARY.
I i / i /' • \�' / ---- —� TREE PROTECTOR FENCE O O Cary, : 27518
I • / Phone: [phone]
--
�' Fax: [phone]
` / /-----_ LA: C-106 PE C-1595
I I II \ / \ • __--�/'// KEYNOTES
tEMPGRABY TREE PROTECTION 1ENCE
\ �; —211--� i' / /' \�J TEMPORARY CONSTRUCTION FENCING
/
•' - - oC REMOVE EXISTING GATE p6CdOHHQRV pdQGJS
REMOVE EXISTING DRIVEWAY CULVERT.SEE SHEET_I FOR REPUCEMEN7 FOR 6RE\WEY ONLY
1 1 1 1 \ \•�� --v'/////✓%i / �- E EXISTING GRAVEL ROAD
41 no MOT USE FOR
GENERAL NOTES
\\ `\ `\ g `\\ -•_ _ i y/i/i 1 G GEIERAL FEA URESTURESHTION �gHENEEDED TO ALLOW NEW CgSlRucnOV IN
INDICATEDIBOLD IN B REMOVED
2 ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOLNT
FOR NEW SIDEWALK,CURB AND
GUTTER,ETC.MATMUS SIDEWALK BE REMOVED TO ALLOW NEOR CURS AND W CONSMW170N SIALLPAVEMENT BE REMOVED AND REPAIRED PER
THE SPECIFIDRAMAIGS 70 RE OVED). OR ro MATCH PRE-WNS1RUCnaN CONDITIONS(WHETHER OR NOT s11oWN ON
THE l7RANMCS A BE REMOVED).
\ 7. ALL UIU71ES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODAFICADON ARE TO REMAIN AND BE
PRO TED FROM DAMAGE
�'\\ \\I \ \\ `\ ,'�\ \\\ \\ 1 1\ �� ✓( I 4. ALL WASTE MATERIAL GENERATED FROM MWOU170N ACIT070 SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE
NTH ALL APPLICABLE RULES AND REGULATIONS
\ \\ \ \i \ I 1 \• �\ • / 5. EXISTING 97E BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION WAS TAKEN FROM SURVEY BY MCKIM&CREED
PERFORMED APRIL 2O 2022 THESE PLANS DO NOT ASSUME ANY LIABILITY FOR ANY EXISTING INFORMATION
_^\1 \ \\ \ \I 1\ 1 1 1 1-�\ \ • / j I l B01H SHOWN AND NOT SHOW ON THE SURVEY AND ANY CHANGES TO THE EXISTING CONDITIONS THAT MAY
HAVE OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS
PRIOR TO CONSTRUCTION.
/1 \) \I 1\\\\\\ II �•��\ \ j / 6. INSTALL TREE PR07EC77ON FENCING PRIOR TO BEGINNING CLEARING OPERATIONS CLEAR AND GRUB ALL AREAS
AS SHORN AND REWIRED TO PERMIT WSTALUTION OF NEW CONSTRUCTION PER SPECIFICATIONS AND DRAWINGS
EVS11NG TREES SHRUBS OR OTHER LANDSCAPE MATERIAL NNICH MLL CONFLICT NTH NEW CONSTRUCTION SHALL
BE REMOVED(WHETHER OR NOT SHOWN ON THE DRAINNGS).ALL CONTRACTORS SHALL WST THE STE AND
/// % / / I {� .lY \ \• / OBSERVE EXISTING CMHOITKWS PRIOR TO BIDDING
//% / / 1 i� I •\ `ems y\ // // 7. CONTRACTOR SHALL CONTACT OWNER&ENGINEER PRIOR TO ANY TREE REMOVAL BETNEEN STATIONS 43+50 AND
67+00.
B TO AONIA92E DAMAGE C EXISTING TREES NEAR F D INTERIOR E S OF CLEARING L1AN1$THE CONTRACTOR SHALL
PRIOR
R TO DEEP SHINCIffS ALONG RU LIMITS M=DISARRANGE,I O AS ro OUT,RATHER THAN TEAR ROOTS
9. ENGINEER
A DEMOLISHING IF ANY
HAZARDOUS
M MAKE AN INSPECTION EDP ANY HAZARDOUS MATERIALS CONTACT
ENGINEER IMMEDIATELY ff ANY HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND REMOVE UNITY SERVICES,
STATE ANNDD LOOCaDL RREEaiunuNSMs ALL WORK ro BE PERFORMED m ACCORDANCE NTH APPLICABLE FEDERAL. O OO
/// I I / , / l/ /\\• \ \ • \\ / j / 10. VERIFY ALL ILLUSTRATED UNDERGROUND ELEMENR/UnUT7Es EJffRRCISE REASONABLE EFFORTS To PROTECT ANY
UNKNOWN UNDERGROUND ELEMENTS/UTRI DISCOVERED IMMEDIATELY-71M N077FY THE ENGINEER U THAT WOULD NECESSITATE MODIFlGTION 70 THE PROPOSED DESIGN. Bl J
11. CONTACT UDLITY LOCATING SERVICE AT LEAST 48-HRS PRIOR TO EXCAVA7W. O�
%%I I I ) I ,L' \ )• \ \ • j j / 12 PROTECT ALL ADJACENT PROPERTIES THE GENERAL PUBLIC AND ALL OF THE ONNER�S FAClUnEs SHOULD Opp Opp
DAMAGES OCCUR REPAIR IMMEDIATELY AS DIRECTED BY THE ENGINEER.AREAS TO BE PROTECTED,REPAIRED AND n
CLEANED SHALL ALSO INCLUDE ANY STAGING AREAS,ACCESS ROUTES AND OTHER EXISTING IMPROVEMENTS WTHIN V
THE CONSTRUCTION LIMITS THAT ARE TO REMAIN.
\\ \�;)'��/ \ \ \• •^�� /i i j 1J. ALL CONSTRUCTION TO BE IN ACCORDANCE NTH ALL NCDOT AND NCDEO STANDARDS AND SPECF07IONS
14. ALL EXISTING VAULTS MANHOLES,STORM DRAM STRUCTURES CLEANOUTS ETC SHALL BE AO457ED AS NEEDED e�
\- •o\\ DEMOLITION MaTaH FIND ATCHGRADEI °
`' / / ( \ \ \ • \ • i // 1S IN AND PATCHING OF PAVEMENT,SIDEWALK, BE AND PERFORMED
A AND OMER EXISTING PAVED SURFACES
IN ADDITION TO THAT SUCH
DEMO ON THIS PUN SHALL BE PERFORMED ED REQUIRED B E CONSTRUCT AND INSTALL Q
NEW UTILITIES ALL SUCH DENT REPA AND DETAILS.
SHALL BE INCLUDED M TIff BASE BID SCOPE OF WORK.
SF SHEET F T FOR PAVEMENT REPAIR DETAILS O
PORTIONS OF THIS SITE ARE LOCATED 02-2 FLOOD ZONE AE AS DETERMINED BY FE1IA AND DEPICTED ON qfi� Vcl�i \ \\\\ \ \ \ \ \ \ \ \• / / / F.LR.M.MAP ALL BE PERFORMED
DATED 02IGHT-OF-. :q Q
17. NO CONTRACTOR
SHALL RI PERFORMED UR MENT OF APR RI ADJACENT PROPERTIES UNIX AGI THE OWNER 17FIES Q O
WN7TS-OF-M M1nIMC OF PROCUREMENT Q'APPROPRIATE PERMITS EASEMENTS AGREEMENTS OR LY N
vcHTs-Lr-war. Ca I�
��------' Lu
\ --------' O O O
`\ `\ \ �\\ \_----- a
\ \ \ \ •.� � I AREA
1 \I -------
/i J
\`\ \\ \\ \ `T \ \\`\--- F J a
\ i \♦ \zs i\ `\ `\ `\ \\ I rirrrirrri• Ll
.:.. .... .. DRAWN BY. DC
r — ?� �••� CHECKED BY: SM
`\ \\��� //\ \\ • \ \\ \\ `\ \\ DATE., 01-06-2023
AREA 7 I PROJECT NO: 21-189
FILE:
;i`\ \.� \ \\ \\\\\\\\ I _ AREA J q EXISTING CONDITIONS
&DEMOLITION PLAN-
AREA 5 MATCHLINE -0_0�_;'I\ ✓ z�\\ \\\ \\ \\ I GRAPHIC SCALE AREA 5
AREA 6 \
�� \ `\ LREA 8 _ J ( IN FEET) ■
1 inch= 40 ft.
l \

�I/ . \\\ / / / j L\ \\\ \\\ " ,/ / I % 1/ l I / I I I II / \\\\ \\ \ �� \\\ ♦'\ LEGEND
S�EAM i / % / I \\ \ ;,.\_ , I I I / \ \ ' ' \\ /\\\ SIRUCTURES/Un1111ES TO BE REMOVED SIRUCIURES/Un1111ES TO REMAIN
AREA 5 MATCHLINE ; i I ; 1 ; -\\ \ ✓ ;'I\ `✓
\ \ \ �.....f ) - ♦ \ \ OVERHEAR OVERHEAD
\I \ 1 I
�\.. A /` \ \ ♦ �\ \ \ ELEcmicAL ELEcmcaL
______T_____REA 6 TELEPHONE ______T______ TELEPHONE
/ ...... VIE IL / / l l / I I I I I /� \ \ �� \ UNDERGROUND ___ UNDERGROUND ___
,
.... / �--/ TELEPHONE TELEPHONE
!/,/ I I I 1 _� �� l � � J..'.'.'.'.'.'.'.l''.'.'.'�' / / I / / l � I l / l I I I �) -� �( \ \ •\ �� \ FIBER oPnc ------Fo------ FIBER oPnc ------Fa-----
d
\l�\ I /-'�///�/l/�'/// /// // //'% l I// .../.� ...l l/l l// /// j // ///% ////// /l I(/ (// jI I u�//-/_ \.'\r.�Y I��Y� 'l`I -/--♦•\\`\\\\� ?45�\\ \\\ STORM DRAW STORM IN
=___--
INDIVIDUAL REE
TO REMAIN.TREE
TO BE REMOVED. 1WIIIp�G �W�IIIE�ES1G1V
/ i I / / / / / i / I I l / / / / / / / / l l ♦ l I \ \ \ \ UTILITY POLE .0"PP PP UTILITY POLE
i / \ \ \l / / / / / / / / / / / / / / / / / ♦•'I/ / (� ♦ -� \ \ \ CLH Design, PA
\\ 1 / / % % / \ \ \ \ CONSTR./CLEARINGLIMITs
/ \ I \\ 1\ / / // , / / / / / / o I \ \ \ \ \ \ CLEAR AND GRUET AS Suite 120cy Forest Or.
/ / \ I(/ 1\\ )1 \ / / / / / // , / / / / / / ' I I l / / / C/ �♦ C \ \ '\ \ TREE PROTECTION FENCE O O NECESSARY. Y,
CarNC 27518
� l \ Phone. [phone]
l/1/ t I l / / �/ / / / / / / I 1 I • \ / ) \ ��\ \\ \\ Fax: [phone]
LA: C-106 PE C-1595
�k
--- //11 /// I / / / / ♦ KEYNOTES
// _ \\ \�� �� —_. \\ /////r//j"/l//j/////// /l I I( II 1I // // ////j,i/ i/j//j ti� // // /, ♦/�
/,' ♦� . \ /�///j1���\��� �//�,,\3\\- \�\\�\\ ORARYMPORARr coNEsPROTE cnON FENCE
TRUCnav FENCING
C REMOVE DUSTING GATE'/
e o o e S
----- 1 / /l ----'
v0
FOR REVEY ONLY
_� , // / / / / / / l I / / / / / ♦/ / //� // �� ��J/l \ D REMOVE EXISTING DRIVEWAY CULVERT.SEE SHEET C3.1 FOR REPLACEMENT
E EMSTNc GRAVEL ROAD no MOT USE FOR
-- j \ � 7, / /, / / I 1 / , l / / / •• / / \-,----_-\^ . GENERAL NOTES
1. ALL EVSIING STRUCTURES AND UTILITIES 91ALL BE REMOVED AS NEEDED TO ALLOW NEW CONSTRUCTION. IN
\ \\\ ( /,/ // / / / / •/ / /.'' ' \ / i l/ \ z35 —J/ )J GENERAL,FEATURES INDICATED N BOLD ON IRIS PLAN SHALL BE REMOVED.
ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT
- FOR NEW ETC.
THAW,USTSIDEWALKR OR CURB AND GUTTER,ETC ANY ENSHAL PAVEMENT,SIDEWALK,CURB AND
OS l \ I// I / / / / / / / 1 1 I / / / / \ \\ � �,• --_�/ _ % // \ _ /�I GUTTER,ETC THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER
N�� v 7 v v /
ry THE sPEaFlcanays aro DETAILS OR ro MATCH PRE-carsTRucnaN corm noNS(NETHER OR NOT SHOWN ON
ti \ \\ - / i • \\ / / / \ - THE DRANNGS 70 BE REMOVED).
I ALL UIU71ES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND BE
�J//_/ //7 7 / / / l / / l 1 / I \ \ I l \•• - J/ j/r\I \ _I PROTECTED FROM DAMAGE.\\�� /�/�// // / / / / .�• / I , / \ '� / / ••/ /_ \ _ 4. ALL WASTE MATERIAL GENERATED FROM MWOUTION ACTIWTIES SHALL BE DISPOSED OF OFF-STE IN ACCORDANCE
NTH ALL APPLICABLE RULES AND REGULATIONS
/ / / / / / / / / / / / '/ \ / I I \y-i/ / ♦•/ , \ �� /- �//�\ 5. TOPOGRAPHIC SURVEY WFORMA77ON WAS TAKEN n?0M SURVEY BY MCKIM&CREED
PERFORMED APRIL BOUNDARY 20,20 20 THESE PLANS 00 NOT ASSUME ANY LIABILITY FOR ANY DUG INFWMA17
BOTH SHOWN AND NOT S10NN ON THE SURVEY AND ANY CHANGES TO THE EXISTING CONDInONS THAT MAY
HAVE OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDInOAtS
...WEUANDs / / / / /, / / / l / , l . \�, ♦, v' / / / / / / l -/ / / / �_- ��_ % l \ 2 PRIOR TO CONS7RUCTIOU.N.
• ' �/ _ 6. INSTALL TREE PR07EC77ON FENCING PRIOR TO BEGINNING CLEARING OPERA77ONS CLEAR AND GRUB ALL AREAS
-...... ;;;;(/.. / / , / / % // % / / / l' / ♦ \ % j / / / I / / / ��- // \\\ DU SHORN AND REWIRED TO PERMIT NDSCAPE1M OF NEW ICH W L CON PER NTHNEW SPECIFICATIONS AND 77ONDRAWNGS.SHALL
:........�.... 1, �\// \ \ E)(151NG TREES SHRUBS OR OTI1ER LANDSCAPE MATERIAL N1HICIl NHLL CONFLICT NTH NEW COUS7RUCTION STALL
.............'/...' / / / / / l / // J \ •j / / // / , I I \ \ BE REMOVED(NHENER OR NOT SHOWN ON THE DRAINNGS).ALL CONTRACTORS SHALL VIST THE STE AND
\ J \ OBSERVE EXISTING CONDInONS PRIOR TO BIDDING
/ / /% / /% // / / /' '•l / \, I / / / \ 1, , l \ \�\ / / / �� , \ \ _ 7. 67+00.CONTRACTOR STALL CONTACT OWNER&ENGINEER PRIOR TO ANY TREE REMOVAL BETWEEN STATIONS 43+50 AND
l l / / /, / /// / , /'// ♦ \ i l , I l < \ I / / / / \ \ \ B CU MINIMIZE DAMAGE C DOSING TREES NEB THE INTERIOR E S OF TO OUT,RATE THE CONTRACTORARROOTS
SHALL
CUT 2-FT DEEP TRENCHES ALONG ME LIMITS OF DISTURBANCE SO B TO OUT,RATHER THAN TEAR ROOTS
PRIOR TO DEMOLISHING EXISTNG STRUCTURES MAKE B INSPECTION FOR BY HAZARDOUS MATERIALS CONTACT S�
/ / / / / / / / // / / / / ♦ / ''\i , I \ \ \ I \_--_ - / / j / ) I / I ENGINEER IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND REMOVE UTILITY SERVICES LS
/ / / / / / / / / / ♦ /' l I \ ---- / / / / / / I / FUEL TANKS AND SEP71C SYSTEMS ALL WORK TO BE PERFORMED IN ACCOPDBCE NON APPLICABLE FEDERAL, OO
/ j j , // /j/ / / / -`, j • / /� I I I \ \ \ I \ ___/ / / /- -� / / C---/ STATE AND LOCAL REGULATIONS
/ / / , / / l / / j / ♦ i \ 1 \ \ \ \� -\\`__------ , 10. VERIFY N ILLUSTRATED UNDERGROUND ELEMENTS/U Y TIES.ENGINEER
REASONABLE EFFORTS TO PROTECT ANY Q
/ / / / I I /l / / / ♦ /' -/ / / // / % / j ,-------- UNKNOWN UNDERGROUND ELEMEN75/UTILITIES NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN � Q
/ I I I / ','1 1 \ \ \ \\ \ �\- ------ '�/ / / / / / / J E!D/EN75/U1IL171ES ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATON TO THE PROPOSED DESIGN. nl J
/// \ ----- / // / // / / / 11. CONTACT UTIUTY LOCATING SERVICE AT LEAST 48-HRS PRIOR TO EXCAVATION.
---------- 12. PROTECT ALL ADJACENT PROPERTIES,THE GENERAL PUBLIC AND ALL OF THE OMNERS FACIIIIES SIgRD pp pp
l / 1 I I I I , ♦ I \ 1 \ \ `_ DAMAGES OCCUR REPAIR IMMEDIATELY AS DIRECTED BY THE ENGIM..AREAS TO BE PROTECTED,REPAIRED AND n^Vn^^
1 I I I / / / , I I / ♦ �'// \ \ \ \ \\\ __--------� CLEANED SHALL ALSO INCLUDE ANY STAGING AREAS,ACCESS ROUTES AND OTHER EXISTING IMPROVEMENTS W9THIN V
II I / I I I I I I II // ♦ %''II`\\ `\ \\ \ \\ \\\�__--- _--------\ \ \ l / / % // /// / / %- I THE CONSTRUCTION LIMITS THAT ARE TO REMAIN.13. ALL COVSTRI1C17QV TO BE N ACCORDANCE NTH ALL NCDOT AND NCDEO STANDARDS AND SPECIFICATIONS
14. ALL EXISTING VAULTS MANH=STORM DRAW STRUCTURES CLUNOUTS,ETC STALL BE AD&STED AS NEEDED
II II II II II II II II I I I I I `\ I / / ♦ / �i \\\ \\ \\\ = --------_'''/ \�\\\\\ \\ / / % / /�'// /// ���0/ '/ ''// / TO MATCHFlNISH L
----- ING OF PAVEMENT,SIDEWALK,CURB AND GUTTER AND ONER EXISTING PAVE)SURFACES
\\ /'�--' 15. DEMOLITION AND PA IN ADDITION 70 THAT INDICATED IN THIS PUN SHALL BE PERFORMED AS REQUIRED TO CONSTRUCT AND INSTALL vL
NEW UTILI/IES ALL SUCH DEMOU71ON AND PATCHING SHALL BE INCLUDED N THE BASE BID SCOPE OF WORK. C) Q
I 1 I I I I I I I ♦ /---/ \\ \� _ --------_ /_- 1 I I /' / / / / SEE SHEET-_FOR PAVEMENT REPAIR DETAILS a Q ¢
/ / / / 16. PORTIONS OF THIS SITE ARE LOCATED W1NIN FLOOD ZONE B AS DETERMINED BY FEMA AND DEPICTED ON O Qq
23e (2!! Y O
F.LR.M MAP 3710966800K,DATED 02-02-2007. °[S" Q I
17. NO CWORKONTRACTOR
SHALL RI PERFORMED UR RIGHT-OF-WAYS RI ADJACENT PEASE EES UNIX THE OWNER NOTIFIES O00
I I I ♦\ ♦ ) / \ �_-----_ WfNTSAOF-OF INCOUPROGIREMENi OF APPROPRIATE PERMITS EASEMENTS AGREEMENTS OR O nn
% UREA 1 a O -
/ 240--
/ / -------- o
/ - I I Q j
:::::::r:::. \ \ i i i i i // l l i%/ / i / _------- I pay Z
I l '\ `\\ \\ J,\ \\\ \\\\♦\\\\ I j I 1 i% /
) \ \ ♦ \� \\ \ \ \♦� \\ \\ \ '" \ \ \ I \ I �/'...:.WETLANDS _ �
...................L....... / I j i/ i // / i / / i i i 7 / l / / / / / i / AREA31
.................\'.'.'.'.'.'.' /
_....-�..............Y.... LREA 2
.........\\. \\ l l I I II l% l l l l j l / / j/ /j / // / j / ti 7 / //
I / / / / / / / , r -_ JSE
o
\ I
i AREA 4
\\ \ \\ \\ \\ \\ \ \\ \\\ I i I I `�
\ \ \ \ I � / I I
10(i,
\
; I / / ; ; /; ;\`\� / / / / I I t o
/// l I; I 1 I I ; I I I 1 I
\ \) I \\l I Ir..�.'7.'
/
,I
1 1
DRAWN BY: DC
r— —L AREA J CHECKED BY: SM
F: rr } }:. r rr� r r: — —
............ ....... DATE: 01-06-2023
� \ \\\ \\ rI A R—EA—7
I PROJE
CT NO: 21-189
iii FILE:
.....{{.
Lu
............'..'..'..'..,.. 1 I : isAR��1•::6
EXISTING CONDITIONS
&DEMOLITION PLAN-
/
GRAPHIC SCALE AREA 6
Mm
160
it \1/( t J11 /
l////\��,--///� �///�J�
/ / %: / .... i j \f _>) 1/l l l l l \\ LREA 8 — J ( IN FEED) V 1..V
/...'j....... 1 inch= 4o ft.

I \ LEGEND
�REA 7 i \\ \\ I \ SIRUCNRES/UnUT1ES TO BE REMOVED SIRUCTURES/UTILITIES TO REMAIN
_ \ ......... _ OVERHEAD OVERHEAD
\ .......... _ ELECTRICAL g______ ELECTRICAL E
--- ----
TELEPHONE ___T______ TELEPHONE __T_____
.\..... .:WETLANDS �... / FIBER OPTIC
---UT--- FIBTELEPH UNDERGROUND =—=Ui--
I ... / FIBER OPTIC ---FO------ FIBER OPTIC ---FO-----
\ .... / / STORM DRAIN STORM DRAIN m ����pp����1I
.. .. / / IN REMAIN.
TREE III IB WT I I \. '' INDIVIDUAL TREE IIIILL III�WWW WWWWEEEE
AREA I I \ TO BE REMOVED. TO REMAIN.
\ / .. / l l / UTILITY POLE .or PP UTILITY POLE ,g PP E S 1 G 1V
LREA 2 i ---- i / / / CLH Design, PA
/ / � / / / %/ CONSIR./CLEARMG LIMITS 400 Regency Forest Dr.
/ II/ / / / CLEAR AND GRUB AS Suite 120
TREE PROTECTION FENCE O O NECESSARY. Cary, NC 27518
Phone: 919.319:75 6
\ / _ // i Fax.' 919.319.7576
AREA 4 / %/ // LA: C-106 PE, C-1595
//
KEYNOTES
A TETePORarr n:EE PROTEcnal FENCE
TEMPORARr CONS.111 v FENCING n2 nL��p n�/ n n�a
C REMOVE EXISTING GATE PWLS�OWVOLVQWII pLS/„QW�1
\ \ I I I I I D REMOVE EXISTING DRIVEWAY CULVERT.SEE SHEET..1 FOR REPLACEMENT
r;;®�w r�EmoEa�®aaY
EXISTING GRAVEL ROAD
D®a®4 19S[�F®6�
GENERAL NOTES
r L AREA J �\, \_ \ \ \ _,:,.I.::,' 1 I I 1. ALL EXISIING STRUCTURES AND UTILITIES SHALL BE REMOVED AS NEEDED TO ALLOW NEW CONSTRUCTION IN
— \�\�\ \\ `\ \ \\ \\ ...'.\'. .,) I I i GENEIRAL,FEATURES INDICATED M BOLD ON IFS PLAN SHALL BE REMOVED.
.......\ I I I I 2 ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT
- FOR NEW PAVEMENT,SIDEWALK OR CURB AND GUTTER,ETC. ANY EXISTING PAVEMENT,SIDEWALK,CURB AND
rrllftEA:.'7::::::::.:.' GUTTER,ETC.THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER
r......................... THE SPECIFICATIONS AND DETAILS OR TO MATCH PRE-CONSTRUCTION COM77MS(WHETHER G7 NOT SHOWN ON
/ \\ I I I THE DRAWINGS 70 BE REMOVED).
I,,......,',.,,......,',.,,.,., ... I1 .'.'WETLANDS I I I I A ALL UIU71ES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIICANON ARE TO REMAIN AND BE
................... / \V/r\ I \\ .... .. / I I I I 1 I\ I \\ PROTECTED FROM DAMAGE.
AREA 4. ALL WASTE MATERIAL GENERATED FROM MWOU170N ACTIVITIES SHALL BE DISPOSED OF OFF-STE IN ACCORDANCE
1 I I I \ \ NTH ALL APPLICABLE D RULES AND OGRMnaSA
5. EXISTING SITE BOUNDARY AND TOPOGRAPHIC SURVEY ASSUME
AN WAS TAKEN R AN SURVEY BY MCKIM 7 CREED
APRIL 20.2012 THESE PLANS DO NOT ASSUME ANY LIABILITY FOR ANY EXISTING INFORMATION
/•• `P�[q7 / I I \— / / \ I I \ \ \ BOTH SHOWN AND NOT SHOWN ON THE SURVEY AND ANY CHANGES TO THE EXISTING CONDITIONS THAT MAY
HAVE OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS
/i/• I \ \ ' \ PRIOR TO CONSTRUCTION.
INSTALL TREE PROTECTION FENDING PRIOR TO BEGINNING CLEARING OPERATIONS CLEAR AND CHUB ALL AREAS
AS SHORN AND REWIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION PER SPECIFICATIONS AND DRAWINGS
DUSTING IREES SHRUBS OR OTHER LANDSCAPE MATERIAL WHICH WILL CONFLICT WITH NEW CONSTRUCnON SHALL
BE REMOVED(WHETHER OR NOT SHOWN ON THE DRAWINGS).ALL CONTRACTORS SHALL VISIT THE SITE AND
�I(\I \\ •\ .. OBSERVE EXISTING CONDITIONS PRIOR TO BIDDING
LREA 8 — 1 \ l 1_— 7. CONTRACTOR SHALL CONTACT OWNER&ENGINEER PRIOR TO ANY TREE REMOVAL BETWEEN STATIONS 43+50 AND
67+00.
B TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF CLEARING LIMITS THE CONTRACTOR 94ALL
CUT 2-FT DEEP TRENCHES ALONG ME LIMITS W DISTURBANCE,SO AS TO OUT,RATFIER THAN TEAR ROOTS
9. PRIOR TO DEMOLISHING EXISTING STRUCTURE$MAKE AN INSPECTION FOR ANY HAZARDOUS MATERIALS CONTACT
ENGINEER IMMEDIATELY I ANY HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND REMOVE UNITY SERVICES,
.( I \ \ \ \ \ FUEL TANKS AND SEPTIC SYSTEMS ALL WORK TO BE PERFORMED IN ACCORDANCE NTH APPLICABLE FEDERAL, QO
i' \ \1 STATE AND LOCAL REGULAnG4s 0
1a VERIFY ALL ILLUSTRATED UNDERGROUND ELEMEN7S/UnLIIn ENERGISE REASONABLE EFFORTS TO PROTECT ANY
UNKNOWN UNDERGROUND ELEMENTS/UnLInES. NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN Q
g w ELEMENIS/UTILITIES ARE DISCOVERED THAT WOULD NECESSITATE MODINCAnON 70 THE PROPOSED DESIGN. 0 TJ
—� IT. CONTACT UTILITY LOCATING SERVICE AT LEAST 48-HRS PRIOR TO EXCAVA7w.. 0�
12. PROTECT ALL ADJACENT PROPERTIES 711E GENERAL PUBLIC AND ALL OF THE OWNER'S FACILITIES. STOLID pp pp
N/F / I ����� I I DAMAGES OCCUR REPAIR IMMEDIATELY AS DIRECTED BY ME EMI..AREAS TO BE PRO7EC7EO,REPAIRED AND n^Vn^^
STATE OF NORM CARIXINA / / 1 '' I I I / I CLEANED SHALL ALSO INCLUDE ANY STAGING AREAS,ACCESS ROUTES AND OTHER EXISTING IMPROVEMENTS WITHIN V
(DEEP RIVER STATE TRAIL) // /'I II I I I / 1 THE CONSTRUCT ON LIMITS THAT ARE TO REMAIN.
DB 7228,PG.0710 / •• I / / 1 I 13. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NCDOT AND NCDEO STANDARDS AND SPECIFICATIONS `J
PB 2006,PG.23 / \ / / / 1 14. ALL EXISTING VAULTS MANHOLES,SI M DRAM STRUCTURES,CLEANOUTS ETC STALL BE AD&STED AS NEEDED
PARCEL F 11089 / �� 1 \ I / / I \ TO MATCH FINISH GRADE.
15. DEMOLITION AND PATCHING OF PAVEMENT,SIDEWALK,CURB AND GUTTER AND OTHER EXISTING PAVE)SURFACES d pp^^
I __-- —y�l IN ADDITION TO THAT INGCA7ED ON THIS PUN SHALL BE PERFORMED AS REWIRED 70 CONSTRUCT AND INSTALL vL Q
I / / / / / NEW UDLTES ALL
SUCH DEMOU71ON AND PATCHING SHALL BE INCLUDED M THE BASE BID SCOPE OF WORK. I O
' SEE SHEET-_FOR PAVEMENT REPAIR DETAILS
16. PORTIONS OF THIS SITE ARE LOCATED WITHIN FLOOD ZONE AE AS DETERMINED BY TEMA AND DEPICTED W V LY 0
STREAM 2 FI.R.M.MAP 3710966800K DATED 02-02-2007.
17. NO WORK SHALL BE PERFORMED W RIGIr-OF-WAYS OR ADJACENT PROPERTIES UNIT THE OWNER NOTIFIES O
CONTRACTOR M WRITING OF PROCUREMENT OF APPROPRIATE PERMITS EASEMEN75 AGREEMEN75 OR (l;
RIGHTS-OF-WAY. G^ C)LLJ
O (\f
%�� /� \\ / ❑ BENCH TIE SET
IN A 18"PINE ( ) 4T Op^
\ELEV=196.646NG 8 i \, \\ \ 1 ( / ! / _ / Q O o
Z
W
LY C4
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AE(
�00D)
oaD ZONE Too
oc
DRAWN BY., DC
\ CHECKED BY: SM
DATE: 01-06-2023
-----------� \\\ i///'� \ \\ % \\ PROJECT NO: 21-189
/�
\ /
%// WETLANDS FILE:
\ \\\{�\\\\\\\\ \ a EXISTING CONDITIONS
i i \ \\ l. � \`\�\\\\ \\\ \\ \\ i € &DEMOLITION PLAN
AREA 7 MATCHLINE GRAPHIC SCALE AREA?
b 180
AREA 8 'F\ \ \\ \\\ v \\ 7
b �� /
i !I ..WETLANDS \ .. \\\�\ \1 l ( IN FEET)
,/..'.'.. \ \ \ \ \\ \\\ / 1 inch= 40 ft./�� I .......'...........'...........'.... \

LEGEND
/ %��I / / ... \ 1 ..'.j:.:_:.\>;\•\\\ SIRUCTURES/UnuTIES TO BE REMOVED STRUCTURES/UTILIDES TO REMAIN
AREA 7 MATCHLINE ii/ \\ \ `
/ / / .... \.. \ \. \ \ \ \ 1 OVERHEAD OVERHEAD ------/ ....................... ........... .............................. ......... \ �.�� \ ELECTRICAL ------E------ ELECTRICAL E
AREAB ii i / ....... >, \ \ \ /
)'.'" \ �� .\`\`f�\\ \\ \\✓/ TELEPHONE -_ T------ TELEPHONE ____T ____
I'. WETLANDS .. .. p\I \ \\ \ \\\\v
UNDERGROUND -- -UT------ �DERGROU ND -----LIT-----
\ \ / TELEPHONE
....... FIBER OPTIC ------FO------ FIBER OPTIC ------FO-----
//� --.--------- ---193:-.- `\ \\ "\\. \\�\ \�\\\\\�/ STORM DRAIN ------ STORM DRAIN ------
/ / \ \ \ \ \ \ INONDUAL TREE
/ \ \ \ INDIVIDUAL TREE
..........
/ I`." \j".." _._. \ TO REMAIN. WL WI
\�,g2 ^.�.. \ \ ,� \ TO BE REMOVED. lQ
__ \. '�J'
I' \ \—v
............................................................... �ESICIV
Pp
WETLANDS ./........... ...).\....................................................\.. ......... \.\ \\ \ \ UTILITY POE 12l UTILITY POE pp
I �.\\ \\ \ CLH Design, PA
\.'\ .� \ .\\\�\ 400 Regency Forest Dr.
..N/ / \ / \ v \ \ \\ COVSM./OEARMG LIMITS CLEAR AND GROB AS suite 120
( \
..... .. .. / )l.'. ). \�\\ \ TREE PROTECTION FENCE O O NECESSARY. Cary, NC 27518
/ -- — ..:\`. . \ \ Phone: [phone]
.................... ........................................................................
516
_ 1 �� Pax. 919.319. 159
.........................................................................
/ \ KEYNOTES
-- ----' \\ A mNPOearrr TREE PRDTEcnoN FENCE
B TEMPORARY CONSTRUCTION FENCING
I
i
/
I REMOVE EXISTING GATE
\ /
I / C
\\\\ IE-18.94' / / / / / /� \\ '' ...\.."..... PGiCdOMOaG^QGi�I pdG^Qa�
\\\\• / / / / / / \ \ ._...\_..... D REMOVE EXISTING DRIVEWAY CULVERT.SEE SHEET C3.1 FOR REPLACEMENT
EXISTING GRAVEL ROAD
�11 8
.I I/ \ -B6.3' / / / / / j l � � ....\'......................\ no aOT 19s[�f�O6�
Ift r \ \ ."..."."..."...."..... CCONSTRUCTME
/ ............................................\. ......__�._—_.. GENERAL NOTES
1. ALL E)OSTING STRUCTURES AND UTILITIES 91ALL BE REMOVED AS NEEDED TO ALLOW NEW CONSTRUCTION. IN
-Tso % \\ GENERAL.FEATURES INDICATED RF BOLD ON INS PLAN SHALL BE REMOVED.
2 ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JONT
.. FOR NEW PAVEMOT,SIDEWALK OR CURB AND GUTTER,ETC. ANY EXISTING PAVEMENT,SIDEWALK,CURB AND
/ .../.......................................................... ..... .......... GUTTER,ETC.THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER
/........... THE SPECIFICATIONS AND DETAILS OR TO MATCH PRE-CONSTRUCTION CONDITIONS(WHETHER OR NOT SHOWN ON
F. ........'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. THE DRAWINGS 70 BE REMOVED).
'.'.'.\.'.'.'.'.'.'.'.'.'.' 3 ALL U1I171ES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE 10 REMAIN AND BE
". \. ".'.'.�........... ............ ...................... PROTECTED FROM DAMAGE.
.'..\.'.'.'.'.'%'........'.'.'.(.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' 4. ALL WASTE MATERIAL GENERATED FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE
...\�/.............\.................................. WITH ALL APPLICABLE RULES AND REGULATIONS
\ WETLANDS /'�� 5. E)0S11NG 97E BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION WAS TAKEN FROM SURVEY BY MCKIM&CREED
\ \\\ \ \ I .f...." \. PERFORMED APRIL 20,2022 THESE PLANS DO NOT ASSUME ANY LIABILITY FOR ANY EXISTING INFORMATION
FLOOD ZONE AE \ / ".. \ BOTH OCCUR AND NOT THE S RV Y W SURVEY AND ANY CHANCES ro THE VERIFY
ALL
CONDITIONS THAT MAY
I \\\ \ \ \ \\ I \ HAVE OCCURRED AFTER ME SURVEY WAS ISSUED. CONTRACTOR CALL VERFY ALL DOSING SITE CONDITIONS
\_.... PRIOR To CONSTRUCTION.
\\ \\ \ \ \ I \ �..7" / 6. INSTALL TREE DR SQUIRED FENCING PRIOR L 77ON OF CLEARING OPERATIONS CLEAR AND GRUB ALL AREAS
....f�...." E)OSTWG TREES SHRUBS OR OWER LANDTO PERT SCAPE MATERIAL WHICHNEWSWILL CONFLICT SPEN THPERpNEW CONSTRUCTION SHALL
BE REMOVED(WHETHER OR NOT SHOWN ON THE DRAWINGS).ALL CONTRACTORS SHALL VIST THE STE AND
'.'.'.%............ OBSERVE EXISTING CONDITIONS PRIOR i0 BIDDING
7. CONTRACTOR SHALL CONTACT OWNER&ENGINEER PRIOR TO ANY TREE REMOVAL BETWEEN STATIONS 43+50 AND
67+00.
.. . �.'.'.'.'.'.\'.'.'.'.'.'.'.'.'.'.'.'. 8 TO MINIMIZE DAMAGE TO EXISTING TREES NEAR ME INTERIOR EDGE OF CLEARING LIMITS ME CONTRACTOR SHALL
\ \ \ I '..'.'�...........\....\........... CUT 2-FT DEEP TRENCHES ALONG THE LIMITS OF DISTURBANCE,SO AS TO CUT,RAW THAN TEAR ROOTS
/ .:.:.��'y:.:.:.:.:.:.:.:.:.:.:.:.:.:.:\'�.�I:.:.:.:.:.:.:.:.:.:.:. 9. PRIOR TO DEMOUNANG EXIS7ING STRUCTURES MAKE AN INSPECTION FOR ANY HAZARDOUS MATERIALS CONTACT S�
\ \``\\�\\ \ \\ \\ \\ \\ \ I /i .".'.'r% .. ,✓.___............................. ENGINEER IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND REMOVE UTILITY SERVICES rS
\ / / ..�/.................................................. FUEL TANKS AND SEPTIC SYSTEMS ALL WORK TO BE PERFORMED IN ACCORDANCE NTH APPLICABLE FEDERAL, � QO
..A..."......."...�."... STATE AND LOCAL REGULATIONS 0 O
10. VERIFY ALL ILLUSTRATED UNDERGROUND ELEMENTS/URLI➢ES.EXERCISE REASONABLE EFFORTS TO PROTECT ANY
.............. UNKNOWN UNDERGROUND ELEMENTS/U 71RIM NOTIFY THE ENGINEER IMMEDIATELY IF UNKNONN Q
................ a
\\ \ ELEMEN7SATIUNES ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION 70 THE PROPOSED DESIGN.
\\\ \ \ \ \ \ I I 11. CONTACT UDLITY LOCATING SERVICE AT LEAST 48-HRS PRIOR TO EXCAVATION.
12 PROTECT ALL ADJACENT PROPERTIES 11#GENERAL PUBLIC AND ALL OF THE OWNERS FACIl11ES. 910U1D p
✓ \ \�\\ 1\ \ \ \ \............. �J
\ DAMAGES OCCUR,REPAIR IMMEDIATELY AS DIRECTED BY THE ENGINEER.AREAS TO BE PROTECTED,REPAIRED AND
\\\\ \\ \ \ \ \ ...\............ n^^
\\\\ \ CLEANED SHALL ALSO INCLUDE ANY STAGING AREAS,ACCESS ROUTES AND OTHER EXISTING IMPROVEMENTS WITHIN V
THE CONSTRUCRON LIMITS THAT ARE TO REMAIN.
13. ALL CONSTRUCTION TO BE IN ACCORDANCE NTH ALL FKDOT AND NCDEO STANDARDS AND SPECIFICATIONS
14. ALL EXISTING VAULTS MANHO£S,STORM DRAM STWICTURES CLE4NOU7S,ETC SHALL BE AD&SIED AS NEEDED
7O MATCH FINISH GRADE.
15. DEMOLITION AND PATCHING OFPAVEMENT,SIDEWALK,CURB AND GUTTER AND OMER EXISTING PAVED SURFACES
��_ \ \ \ \ \\ \ / IN ADDITION 70 THAT INDICATED ON THIS PUN SHALL BE PERFORMED AS REQUIRED 70 CONSTRUCT AND INSTALL
_ __ \\\\ \ \ \ \ \ \ / NEW UTILITIES ALL SUCH DEMOU71ON AND PATCHING SHALL BE INCLUDED M ME BASE BID SCOPE O"WtRRK. O Q
\\ ---- - _—`�— —I \\ \ \\ \\\ \\ \\ \\ \\ % SFE SIIEET v_FOR PAVEMENT REPAIR DETAILS Q 0 p� O
16. PORTIONS O"THIS SITE ARE LOCATED V THIN FLOOD ZONE AE AS DETERMINED BY FEMA AND DEPICTED ON V
\ \ \ \\ \\ \ F.LR.M.MAP 3710966800K DATED 02-02-2007. 0�" Q
_ —fix\ \\ \ \ _--J1 \\ �� /\ 17. NO WORK SHALL BE PERFORMED ON RIGIIT-O"-WAYS OR ADJACENT PROPERTIES UNIX ME OWNER NOTIFIES O
\ \ \ ` \ / \ _ �'' % I ` CONTRACTOR M WRITING O"PROCUREMENT O"APPROPRIATE PERMITS,EASEMENTS AGREEMENTS OR LY 00
FREA 7 _-=—' \ \ \ \\ `\ \`--- — / \\ wcnts-Lr-wnr. m �S N
o \ n d\ a
\ ___ _ — —
------------
- --- Q = 9
WETLANDScl
I�O1�T 1T1 Z Q
SE 0\ ——- ------ `1
AREA S ——— \\\ \\\ \ s�9 ` \\\\ \\ \\\ i/ % / i/ / / \\ a U
LREA 2 --
\ \
(AREA 4 --
/
2"OAK\\
—L AREA J EFP/�/I/F/'
F \IP).\\\\ \ �—�� \\ DRAWN BY: DC
AREA 7 I \�
CHECKED BY: SM
\\\\ DATE: 01-06-2023
PROJECT NO: 21-189
AREA J ` `\ _ \ FILE:
EXISTING CONDITIONS
\ \\ `\\\\ € &DEMOLITION PLAN-
AREA 8
GRAPHIC SCALE
I::: ....................I
................... \\\\ b
C2.8
R IN FEET)
1 i ch= 40 ft.

r "''p ' ""'° AREA 1 GRADING LEGEND
_
f �`,
EXISTING CONTOURS
FINAL CONTOURS
270.4 EXISTING SURVEY SPOT ELEVATION
270.50+ PROPOSED GROUND/PAVEMENT ELEVATION
1 _ a'f
A4 STORM STRUCTURE NUMBER
O
r
EXISTING STORM DRAIN PIPE I�
PROPOSED STORM DRAIN PIPE
.U� CLH Design, PA
TREE PROTECTION FENCE ¢
ne 120cy Forest
Si Or.
Cory, 27578
Phone:: [phone]
Fox: 979.319.7516
t \;
GENERAL NOTES LA: C-106 Pe c-lsss
1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NCDOT AND NCDEO STANDARDS AND SPECIFICATIONS
2 TOTAL DENUDED AREA 75 AC
a
r , \ .' a J. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS,MANHOLES,STORM DRAIN STRUCTURES,CLEANOVTS ETC AS
NEEDED TO MATCH FINISH GRADE
4. ALL BACKFILL,COMPACTION,SOILS TESTING,ETC.SHALL BE PERFORMED BY THE OWNERS INDEPENDENT 7ES77NG
w
LABORATORY.(SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION)
�J AREA ��& 5 ALL STORM DRAIN PIPES SHALL BE PROTECTED MTN STONE FILTER PROTECTION AFTER STOPPAGE OF WORK EACH
T_ AREA A V `, el DAY SEE DETAIL ON SHEET CS 2
. MUMMY FUR
6. EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED.UNLESS NOTED OTHERWISE.
7 ANY AND ALL LANDSCAPING AND EXISTING TREES A,SHRUBS TO REMAIN WHICH ARE DAMAGED DURING FOR REMEW ONLY
-S• v l �I,�������� �� DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPE
9£ ,> CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. DO NOT USE FOR
.A 'a '. 8. ME GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING EROSION CONTROL MEASURES CONSTRUCTION
x - p A r ,\ BOTH ON AND OFF-SITE.
{! rj 9. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS
r �� THE
BY STATE AUTHORITIES OR THE ARCHITECT
AREA 2 s J A, 10 WA GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL CLEARING AND GRADING
1 =_ WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR
y� 'I � rt OFF SITE STOCKPILES AND/OR WASTE AREAS
P.= J / 11. CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS WHERE NEW CONSTRUCTION JOIN OR CONNECT TO EXIS77NG
5° ' - \w PAVEMENT,CURB AND OTHER RIGID STRUCTURES NOTIFY ENGINEER IF DISCREPANCIES OCCUR.
/
/ A
>
{ g A
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r �11 / r
>7^ ;p+�'
{{
AREA 4 r�u
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I v � I QQ o
o L
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\ AREA 5
o0
a
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AREA 7
- a
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AREA 6
CC
— DRAWN BY: DC
CHECKED BY: SM
DATE: 01-06-2023
\\ z
PROJECT N0: 21 189
GRAPHIC SCALE Fire
�0 �� a
o ,zs soo
t \ ,
OR ADING&DRAINAGE
FE
ET ET PLAN-OVERALL)
1 inch= 250 ft.
a OVERALL SHEET SHOWN FOR REFERENCE.
SEE 40 SCALE AREA SHEETS FOR
ADDITIONAL INFORMATION. �'1��
AREA 8 IV

GRADING LEGEND
f... ::.:::.::.
\ \h 1: :::::::::..:::. ::::.I ��___���,i� EXISBNG CONTOURS
FINAL CONTOURS
�.......... ':.':. .':.:I
..... ........... 270.4' EXISTING SURVEY SPOT ELEVATION
\ � I PROPOSED GROUND/PAVEMENi EtfVATI[dV ^ mmpp mmpp
\ AREA - P'4 STORM STRUCTURE NUMBER L FA
EXISTING STORM DRAIN PIPE p E 51 G IV
❑o \ 1�\ I REA 2 I ------- PROPOSED STORM DRAIN PIPE
\ \\\\ \ A _ 40" Design, PA
O O TREE PROTECTION FENCE 400 Regency Forest Or.
Suite 120
Cory, NC 27518
Phone: [phone]
\ \ \\ \ \ AREA 4 Fox: 919.31s.7516
GENERAL NOTES A: c-Tos Pe c-Tsss
\
i. ALL CONSTRUCTION SHALL BE IN ACCORDANCE NTH ALL NCDOT AND NCDEO STANDARDS AND SPEOFlCATIQVS
2 TOTAL DENUDED AREA=7.5 AC
J. CONTRACTOR SHALL ADAIST ALL EXISTING VAULTS,MANHOLES STORM DRAIN STRUCTURES CLEANOUTS•ETC AS
NEEDED TO MATCH FINISH GRADE.
ALL BACXFILL,CGMPACTION,SOILS IESTIN4 ETC.SHALL BE PERFORMED BY THE OWNERS INDEPENDENT 7XI71NG
^I \\ \ \\ \ \ LABORATORY.(SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION)
ALL STORM DRAIN PIPES SHALL BE PROTECTED N17H STONE FILTER PROTECTION AFTER STOPPAGE OF WORK EACH MUMMY
�p
DAY.SEE DETAIL ON SHEET C5.2. nn2�OnnOnp n nM FILMS
I \\ \\\ & EXISTING VEGETATION W TITN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED.UNLESS NOTED OTHERWISE W S W uV W W
i / \ \ \ \\ \ \ \`` j\\� F I 7. ANY AND ALL LANDSCAPING AND EXISTING TREES k SHRUBS TO REMAIN WHICH ARE DAMAGED DURING FOR RE16 EW ONLY
CED B THE CO DEMOLITION OR CONSIRUC71ON SHALL BE RFPIACONTRACTOR UTILIZING A LICENSED LANDSCAPE
CONTRACION AT NO ADDITIONAL COST TO THE ONNER. DO NOT USE FOR
THE GRADING CONTRACTOR SHALL COMPLY NTH ALL STATE CODES IN OBSERVING EROSION CONTROL MEASURES ®G9�46G�M640®M
AREA J 807H ON AND OFF-sIE
\\\\
\ I THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS
DIRECTED BY STATE AUTHORITIES OR THE ARCHITECT.
\O\�\ \\ i�
\\\\♦ \ 0. THE GRADING CONTRACTOR SHALL BE RESPONSBLE FOR OFF-SITE DSPOSAL OF ALL CLEATING AND GRADING`♦ \\ s AREA 7 WASTE MATERIALS GENERATED DARING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR
OFF-AIE STOCKPILES AND/OP WASTE AREAS
11. CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS WHERE NEW CONSTRUCTION JOIN OR CONNECT TO EXISTING
I I I I I / / /'��/ /// \ \\\\�♦ \\^ 8 PAVEMENT,CURB AND OTHER RIGID STRUCTURES NOTIFY ENGINEER IF DISCREPANCIES OCCUR.
AREA
I I I / / / /'/ �/ �\ \\\\\\♦ / \\\\ -fir 4 — J
'DISTANCE TRIANGLE / ♦ / `\\\\l
LREA8 — J
_-----------
/
/' l / / / / / /
i % �� 11 11 1 1 j /i -__/ / \ Q Z 9
tIl
LJIA ON
/ / \ \ a cl)
Ir----''� // / __ '� � �• // / / l / I I I I � I 11 I I j I I I I I/ `� g
329
/ i
it!
_ • — J ` 1\ \\ \ \ \ \\ \\ \ \ \ \ \\ DRAWN BY: DC
\—_ ----------'— ♦ �_— __� _�� ————
/ ///� \ \ \ CHECKED BY: SM
—_- ------ _, �� r �` -,-- ------ //�- � \' \\ \ \\\ \\\ \ \ 1\ II\ 111
\ \ \ \\ \ DATE., 01-06-2023
�--"320-------�� �_ �,---- \\ \\\ \\ \ \\\ \ J PROJECT NO: 21-189
-- ,(\ �• — —_---- - --- 1 \ \\ \\ \\ \\\\\\\II \\�� FILE:
320\ ------__ --------__ --_ `\ \ \\\ \\ \\\ \ \\ \\\\\\ \
i. _ _-------------- \\ `\ \\ \ \\ \\\\ \� g GRADING&DRAINAGE
1\ 315=-— — — — \♦. / ---------'��_3s_� PLAN-AREA 1
___------ r _ _---------- \ \ \ \ \\ \ \ \ \ \\ \ AREA 1 MATCHLINE GRAPHIC SCALE
- ----- - ♦ 315, //---___ \ i \ \\ \ \\ \\ \ AREA 2
��'/--310—� \\���` �� ♦♦ —_� \ \ \ / \ \ \ \ \\ \ \ RIN FEET ft.
)
i/ ————————————— \\ \ \\ / / \ \ \ \\ \ \\ \ 1 i ch= 40

— 315--------- \'` \' ------- \ \\ \ \\ \ \ \\\\ \\ GRADING LEGEND
EXISTING coerouRs
_ ___------ - ---------------- AREA 1 MATCHLINE
, ---___ \\ \ \ \\ \ \ AREA 2 �� FINAL CONTOURS
315
\ - -_.�i \\ \ \ \ \ \ \ 270.4' EXISTING SURVEY SPOT ELEVATION
310 // ---------— --\ \— n �\ ` ' _ \\I 11 II I \\ \ \\ % % \ \\ \ \\ \ \\ \ 270.50 PROF.G70UNDIPAVEMENT ElEVAI10N
----- -�\ ♦ \ \! �/ '/ 1 I 11 II I \I `\ `\ / / \I \\ \ \\ \ \ 4 STORM STRUCTURE NUMBER
------- IE Ill
_ -_ _ �� \ \ ` ♦ NERANOS I I I \ \ \ \ \ EXISTING STORM DRAIN PIPE p E S 1 G IV
__--- \� �\ \\ _-w\\ 37 \\ \\ \ \\ \ \ CLH Design. PA
\ 3 I I I / \ I / \ PROPOSED STORM DRAIN PIPE
••` II I 1 /1 //1 \ \�\1J I I I\ I I I O O TREE PROTEC TION FENCE 400 Regency cY Fore st Or
- __ \ �----- Suite
----- Corn NC 27578
PFox h 1 1300 919.39 756
GENERAL NOTES LA: C-106 PE C-1595
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE NTH ALL NCDOT AND NCDEO STANDARDS AND SPECIRCA77ONS
\ \ \ \ \ \ • / / i 2 TOTAL DENUDED AREA=7.5 AC
♦/ l I I l / I \ I CONTRACTOR SHALL ADAIST ALL EXISTING VAULTS,MANHOLES STORM DRAIN STRUCTURES CLEANOUTS•ETC AS
C� / I I / / / /^ NEEDED TO MATCH FINISH GRADE.
I I / / / % / \ 4. ALL BACXFILL,COMPACTION,SOILS TESTING,ETC SHALL BE PERFORMED BY THE OWNERS INDEPENDENT 7ES71NG
LABORATORY.(SEE SPECIFICATIONS FOR ADDITIONAL INFORMAIION)
5. ALL STORM DRAIN PIPES SHALL BE PROTECTED N17H S70NE FILTER PROTECTION AFTER STOPPAGE OF WORK EACH
l l l I( I I �.� \ • ` 1 I I I / \\ \ \ / I / / ( DAY.SEE DETAIL ON SHEET C5.2.
/ / I I I I /• �` . EXISTING VEGETAIION WTITN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED.UNLESS NOTED OTHERWISE MUMMY FUN
7. ANY AND ALL LANDSCAPING AND EXISTING TREES k SHRUBS TO REMAIN WHICH ARE DAMAGED DURING FOR REMEW ONLY
/ / / / I • / \ \ \\ `\ \ \ \ \ 1 \ �oL C�GAT�a�C�AL�T TD REPLA�BY THE CONTRACTOR UTRIZINC A LICENSED LANDSCAPE D®G7®4 USE FOR
/ / / / / / / / / ' \ '♦ I \ \ \\ \ \\ \ \ \ 7 & THE 807 ON AN CONTRACTOR SHALL COMPLY NTH ALL STATE CODES IN OBSERVING EROSION CONTROL MEASURES ®G9�46G1M640®M
eons ON AND OFF-sTE
9. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEICES AFTER EACH RAINFALL EVENT OR AS
�/ / I I I / / / / / \ ` �`, • \ I \ \ \ \ \ \ \ \ 1 I I L/•
f0. DIRECTED BY STATE AU7HORIM OR THE ARCHITECT.
/ / ( / / j \\ \ •• 3 •� \ \\ \ \ \
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WASTE MATERIALS GENERATED DARING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR
♦ \ \ \ \ I \ \ OFF-ATE STOO(PILES AND/OP WASTE AREAS
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\ I \ \ \ I ♦ \ - \ \ 1 1 \ \ \
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A EUSTING CONTOURS
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=15 PROF.GROUNDIPAVEMENT ELEVAITON
(4) SWRY STRUCTURE NUMBER C— L FA
EVSTING S DRAIN PIPE ED ES I C;r14
.. .. .................. PROPOSED STORM GRAIN PIPE
CLH Design, PA
TREE PR07EC77ON FENCE gency rest
LAREA 2 D,
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p e
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A GENERAL NOTES LA: C-106 PE C-1595
REA 4
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE NTH ALL NCDOT AND NCDEQ STANDARDS AND SPECIRCA77ONS
2 TOTAL DENUDED AREA=Z5 AC
I 0ON7RACTTOOR SHALL ADAIST ALL EVS77NO VAULN MANHOLM STORM DRAIN STRUCTURES�CLEANOUTso ETC.AS
NEEDED MATCH FINISH GRADE
ALL BACKFALL,COMPACTION,SOILS TESTING,ETC.SHALL BE PERFORMED BY THE OWNERS INDEPENDENT 7ES71NG
LABORATORT-(SEE SPECIFICATIONS FOR A00177ONAL INFORMAITON)
n 5. ALL STORMYORAW PIPES SHALL aE PROTECTED N17H S70NE FILTER PROTECTION AFTER STOPPAGE OF KM EACH
6. DAY.SEE DETAIL ON SHEET C&2. MUMMY PLUS
EVS VEGEIAITON WTITN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED.UNLESS NOTED ORIERMSE
Z ANY7AWND ALL LANDSCAPING AND EXISTNG TREES&34RUBS TO REMAIN WITCH ARE DAUAGED DURING FOR REMEW ONLY
< A THE CONTRACTOR U71UZWG A LICENSED LANDSCAPE
DCa0NdoU ICIOTNORGRA T CNOONSA IRMUIC1071NOANL 1HALTL TBOE 7RHEEPLO GED&B
DO NOT USE FOR
THE GRADING CONTRACTOR 914U.COMPLY NTH ALL STATE CODES IN OBSERVING EROSION CONTROL MEASURES
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IL THE GRADING CONTRACTOR SHALL MA TAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS
AREA DIRECTED BY STATE AU7HORIM OR THE ARCHITECT.
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WASTE MATERIALS GENERATED DURING CONSTRUC17ON AND FOR OBTAINING ALL APPLICABLE PERMITS FOR
OFF-SIIE STOOONES ANDIOR STE AREAS
11. EXISTING ELEVABONS WIERE NEW CONSTRUCTION JOIN OR CONNECT TO EXIS71NG
CONTRACTOR SHALL VEITIFY ALLWA
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j �� j / •j \ \ \ O O TREE PR07EC77ON FENCE 400 Regency Forest Or.
Suite 120
Cory, NC 27518
Phone: [phone]
Fox: 919.319.7516
/� / /; j •\�\\ GENERAL NOTES LA: C-106 PE. C-1595
// / ' / ' i• 324
— 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE NTH ALL NCDOT AND NCDEO STANDARDS AND SPECIFCATIONS
2 TOTAL DENUDED AREA=75 AC
1 CONTRACTOR SHALL ADAIST ALL EXISTING VAULTS,MANHOLES STORM DRAIN STRUCTURES CLEANOUTS,ETC AS
NEEDED TO MATCH FINISH GRADE.
4. ALL BACXFILL,COMPACTION,SOILS TESTING ETC SHALL BE PERFORMED BY THE OWNERS INDEPENDENT 7ES71NG
LABORATORY.(SEE SPECIFICATIONS FOR ADDITIONAL INFORMAIION)
/ j' j ♦ / / \ \ \ S ALL STORM DRAIN PIPES SHALL BE PROTECTED N17H S70NE FILTER PROTECTION AFTER STOPPAGE OF WORK EACH
DAY.SEE DETAIL SHEET CSz.
-- MUMMY FLMS
J & EXISTING VEGETATION W TITN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED.UNLESS NOTED OTHERWISE.
�'/ / I I / / // ♦h i/ / % % l 7. ANY AND ALL LANDSCAPING AND EXISTING TREES k SHRUBS TO REMAIN WHICH ARE DAMAGED DURING FOR REMEW ONLY
/ DEMOLITION OR CONSIRUC71ON SHALL BE REPLACED BY THE CONTRACTOR U71UZWG A LICENSED LANDSCAPE
j' l I I j /r' / ' �'' ♦ /'' ///-----J CONTRACTOR AT NO ADDITIONAL COST TO THE ONNER. DO NOT USE FOR
TH H NG CONTRACTOR SMALL COMPLY NTH ALL STATE CODES IN OBSERVING EROSION CONTROL MEASURES ®G9�46$M640®M
-- I THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS 324/ I:j j / / / DIRECTED BY STATE AU7HORIM OR THE ARCHITECT.
1
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I I I I • / /' i/ OF-ATE STOCKPILES AND/OP WASTE AREAS
1 / ♦ j / // /' 11. CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS WHERE NEW CONSTRUCTION JOIN OR CONNECT TO EXISTING
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AREA 7 PROJECT NO: 21-189
FILE:IT
AREA J F
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AREA 4 MATCHLINE GRAPHIC SCALE PLAN AREA
AREA 5 i i ���i '/ / � �/ �� %
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EXISTING CONTOURS
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AREA
1/ j / / / y / / )/ / 270.4' EXISTING SURVEY SPOT ELEVATION
/ /♦ / / / 270.50 PROF.G70UNDIPAVEMENT ELEVATIOON
L FA
STORM STRUCTURE NUMBER
EXTSTING STORM DRAIN PIPE p E S 1 C.N
/300 PROPOSED STORM DRAIN PIPE
/ / / / / / / / /i ♦ \ / / l CLH Design, PA
/ / / / / / / i • /--__-� O O TREE PR07EC77ON FENCE 400 Regency Forest Or.
Suite 120
300 r�///' ------ Cory, NC 27518
i� • / / Phone: [phone]
' Fox: 919.319.7516
//-----_ LA: C-106 PE' C-1595
♦ / GENERAL NOTES
/♦ / / _
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE NTH ALL NCDOT AND NCDEO STANDARDS AND SPECIRCA77ONS
2 TOTAL DENUDED AREA=7.5 AC
I CONTRACTOR SHALL CAIST ALL EXISTING VAULTS,MANHOLES STORM DRAIN STRUCTURES CLEANOUTS,ETC AS
NEEDED TO MATCH FINISH GRADE.
I 1 \ 1 I I \ / •- j/ l 4. ALL BACXFILL,COMPACTION,SOILS IESTING,ETC SHALL BE PERFORMED BY THE OWNERS INDEPENDENT 7ES71NG
LABORATORY.(SEE SPECIFICATIONS FOR ADDITIONAL INFORMAIION)
29 5 ALL STORM DRAIN PIPES SHALL BE PROTECTED N17H STONE FILTER PROTECTION AFTER STOPPAGE OF WORK EACH
\ DAY SEE DETAIL ON SHEET C5.2. MUMMY PLUS
a EA7SIING VEGETATION N1TIfIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED.UNLESS NOTED OTIiERW15E.
7 MY AND ALL LANDSCAPING AND EXISTING TREES A SNRUBS TO REMAIN WHICH ARE DAMAGED DURING FOR RE16 EW ONLY
/ / DEMOLITION OR CONSIRUC71ON SHALL BE REPLACED BY THE CONTRACTOR U71UZWG A LICENSED LANDSCAPE
295 /% caNTRacrar AT NO aoanarlu cosr TO THE OWNER. DO NOT USE FOR
B THE GRADING CONTRACTOR SIUML COMPLY NTH ALL STATE CODES IN OBSERVING EROSION CONTROL MEASURES ®G9�46�M640®M
BOTU ON AND OFF-SIIE
\ \ \\ \ \ \ N\ `\ \ `\ \\_ • / %•% // /'//� 9. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS
DIRECTED BY STATE AU7HORI OR THEARCHITECT.
1
0. 116S THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL CLEARING AND GRADING
WASTE MATERIALS GENERATED DARING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR
11. CONTRACTOR VERIFY ALL EXISTING ELEVATIONS NHERE NEW CONSTRUCTION JOIN OR CONNECT TO EXISTING PAVEMENT,CURB AND OTHER RIGID STRUCTURES NOTIFY ENGINEER IF DISCREPANCIES OCCUR.
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\_-•r \ �\ \ \� \\ \\\ AREA 7 I PROJECT NO: 21-189
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AREA 6I
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11 I l I l.. i i � .. ...L.......\.......� i / l � / l � I l / / I I 1 ✓�>�� \\ .♦\ \ - •I\\�\\ \\
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� \ \ \ \ \ PROPOSED STORY DRAIN PIPE
i /' ��\ I \ \ \/ / / / /\/ / / l l / / / / / / / / % ! l ♦''I� ♦ _� \ \ \ CLH Design, PA
TREE PRo7EcnON FENCE Regency
Sine e120c Forest Or.
V A v
Cor NC 27578
p4 J \ \
p \ Phone: 919.3I9.6776
_ )� I/ l l / / / ' / / / , / / , / ,v •' / 1 w� AV vv Fox: 979.319.7516
`wf ' _--_--------\ /\ % i / /i i i " l I• �. -- l/ GENERAL NOTES a: c-Tos Pe c-7sss
l l / I I I / / , l ! ;;' i \ / „ \ li \ \ 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE NTH ALL NCDOT AND NCDEO STANDARDS AND SPECIFICATIONS
i / �' i /^ // \� \\ \\ \\ 2 TOTAL DENUDED AREA=Z5 AC
\ 3. CONTRACTOR SHALL FINISH
G ALL EA75nNC VAUL75,MANHOLES STORM DRAIN STRUCTURES a£ANOU75,ETC.AS
/\ \ NEEDED TO MATCH FINISH GRADE.
__A
\ 4. ALL BACXFll1,COMPACTION,SOILS TESTING ETC SHALL BE PERFORMED BY THE DINNERS INDEPENDENT IiSTING
_
— s � G
// nl\ \ \ LABORATORY.(SEE SPECIFICATIONS Far ADDITIONAL INFOPMATICN)
I 1 / / _� S PROTECTED N17H STONE FILTER PROTECTION AFTER STOPPAGE OF KM EACH
---��\ r/ // / / � % % / / / % l � ' • % ALL STORM DIrAW PIPES SHALL BE
_ \ /// !l/ / / 1 / / / / / r•' DAY.SEE DETAIL ON SHEET C5.2.
/� ----- // /__\\\\ D. EATSTNG VEGETATION WTIAN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED.UNLESS NOTED OTHERNTSE. p�iC�d0�OG9MY PLUS
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\� �_// DO NOT USE FOR
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--- \ \C = / / / / r / / / l l/ ------ B07H ON AND aF-SHE
\ // r / / \�/ // -- \\
/ / / � / /'/ \ \` — 9. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTRA DEVICES AFTER EACH RAINFALL EVENT OR AS
DIRECTED BY STATE AU7HORITIES OR THE ARCHITECT.
0. TIff GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL CLEARING AND GRADING
`�� \ \�` 11/�// I I / / / / / \ / / / ••� ? / / ///�/ // I WASTE MATERIALS GENERATED IO WASTE CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS Far
Fls •/ \ OFF-ATE STOCKPILES AND/OP WASTE AREAS
\ \ //,,/ I / / / , / / 1 / 1 / .I• _ -{ \ i---- /� 11 ! \ \ CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS NHERE NEW CONSTRUCTION,Kd'N OR CONNECT TO EXISTING
\ \ / / ryp f• -"- --" / \\ — —_-- — i PAVEMENT,CURB AND OTHER RIGID STRUCTURES NOTIFY ENGINEER IF DISCREPANCIES OCCUR.
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% / / / / ....;!:.,L...L.. l !/! / %j l I j Il j I = T/I I I I I I I I I\ \\\ \\ AREA 7 ............. ......I PROJECT NO: 21-189
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PROPOSED STORM DRAIN PIPE
CLH Design, PA
/ 400 Regency Forest Or.
LREA 2 — i/ ! / / / / i i / TREE PROTECTION FENCE res
suite Ito
Cory, NC 27518
Phone: [phone]
/ / Fox: 979.319.7516
J ��% // /' / / j ry GENERAL NOTES A: c-106 Pe c-lsss
AREA 4
/' 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE NAM ALL NCDOT AND NCDEO STANDARDS AND SPECIRCARONS
2 TOTAL DENUDED AREA=75 AC
/ J. CONTRACTOR SHALL ADAIST ALL EXISTING VAULTS,MANHOLES STORM DRAIN STRUCTURES CLEANOUTS,ETC AS
NEEDED TO MATCH FINISH GRADE.
BACXFILL,COMPACTION,SOILS IESDNQ ETC SHALL BE PERFORMED BY THE OWNERS INDEPENDENT TESTING
LABORATORY.(SEE SPECIFICATIONS FOR ADDITIONAL INFORMAIION)
r 5. ALL STORM GRAIN PIPES SHALL BE PROTECTED N17H STONE FILTER PROTECTION AFTER STOPPAGE OF WORK EACH
\\ DAY.SEE DETAIL ON SHEET C5.2.
\ \\ \ I II I I I I I IT EXSTTNG VEGETAITON WMIN ME PROTECTION AREAS SHALL REMAIN UNDISTURBED.UNLESS NOTED OTHERWISE MUMMY p�p�`
7. ANY AN ALL LANDSCAPING AND EMSTNG TREES k SHRUBS TO REMAIN WHICH ARE DAMAGED DURING FOR REVIEW ONLY
I \ \ \ JI I I DOIOLNION OR CNONSAIUUCTON SHALL BE REPLACED BY THE CONTRACTOR U71UZWG A LICENSED LANDSCAPE
CONTRacTOR ar NG aoanonu cosr Ta THE OWNER. D®G7®4 USE FOR
THE GRADING CONTRACTOR SHALL COMPLY NTH ALL STATE CODES IN OBSERVING EROSION CONTROL MEASURES C®G9S46G1M640®M
I I BOTU ON AND OFF-SIIE
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OFF-AIE STOCKPILES AND/OP WASTE AREAS
� 11. CONTRACTOR SHALL VERIFY ALL EXISTING ELEVABONS WHERE NEW CONSTRUCTION JOIN OR CONNECT TO EXISTING...................... \ \
...................... / � / \ \ \ ........./..... PAVEMENT,CURB AND OTHER RIGID STRUCTURES NOTIFY ENGINEER IF DISCREPANCIES OCCUR.
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GRADING&DRAINAGE
i/ i �' n caawPTE IMA E PLAN-AREA 7
/ /// TO ALLOW FOR nYMRAInwPOC a+ DWTY\ 1 \.F/ \. \\\\\\\I \ \
AREA7MATCHLINE /I / / "" \ \ \ \ ` GRAPHIC SCALE
/ f / \ '.OF EXISTING XETIANGS ...... 1 ..\. \ \ \ \ 1
AREA 8 h i i i / \
{g3' WETLANDS �� '.'\`\\ \w ( 1M FEET G3. 7
//^.. 7
\ \ . inch\ 1 ih= 40 ft. V V■ /

\\ i \\ \\e\\\�\\\\ \\ GRADING LEGEND
\ / ' / //�� j /i7'/-•\�� 4 "CONCRETE SEGMT AF \\ I . .. -\N \fin\\\\\\\ \ \\ I
."ATAPPROXIMATE'.EAIST NG GR \ \ / \. \\\\ \J EXISTING CONTOURS
/�� ... -ro ALLOW FOR HATRAULIC I MTY
AREA 7 MATCHLINE / ; `\... . ".:;� OF E)^ .. ::: . \ —
/ ....................... .. .. ..................... FINAL CONTOURS
AREA 8 \ \\ \ \ \\
.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.......... \\\ \) \ / 270.4'+ ETGSTTNG SURVEY SPOT ELEVATION
........193' .." WETLANDS.'.'.'.'.' ; \\\\, �v
1. .................. \ \ ... .. \ \\ \\ \\ 270.50 PROPOSED G70UNDIPAVEMENT ELEVATION
-. �:$ AT APPI£SEGMENTEX97I ROAD \` \ \�\ \\ A4 STORM STRUCTURE NUMBER IN LJ
j\iI' AT APPRONUTA7E EXISTING GRADE IVE IW
\\T92�� .. .. J ..I. OFE1fISTING I� AIRIC CLMBIECAIP{Y. \'J \\., \\\,�\\�\�\ ------- EXISTING STORM DRAIN PIPE p E S 1 G 1V
To ALLOW Aw .. .. .\
\ \
/ \!. ' \.
..'."'. '.'.T WETLANDS / .L\ .. \.\ \ \ \�\ PROPOSED STORM DRAIN PIPE
\
I \ CLH\ 400 Design, PA
�" "" 4 \ ") \ \ \ \ O O TREE PRO7ECTION FENCE 400 Re enc Forest Dr.I 9 \. \
1 \
/ '.'.,..;.\..:.:...:...:.'....'.'..'. ..'.'.... \w\\ \ \ suite 120
.:.:.:j.�.'f.:.:.:.:.:.:.:.:.:.../...... .. ...'.'.'.'.'.'.'.'.'.'.'.'.).'.'.'.'.'.'.'.'.'.'.'... \ \ �
1 I /// ...........
\ \ \ Car 27.5
e` Po : 919
. \ h. 3119
. NC
. . . . Fa 919398..
6757116 6
GENERAL NOTES to c 106 Pe c lsss
/// `� '\\
\ 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE NTH ALL NCDOT AND NCDEO STANDARDS AND SPECIFICATIONS
2 TOTAL DENUDED AREA=75 AC
... 1 CONTRACTOR SHALL ADAIST ALL EXISTING VAULTS,MANHOLES STORM DRAIN STRUCTURES,q£ANOUTS,ETC AS
NEEDED TO MATCH FINISH GRADE.
4. ALL BACXFlLL,COMPACTION,SOILS iXITING ETC SHALL BE PERFORMED BY THE OWNERS INDEPENDENT TESTING
--
\ LABORATORY.(SEE SPEgFlCATIQVS FOR ADDITIONAL INFORMATION)
5. ALL STORM DRAIN PIPES SHALL BE PROTECTED N17H STONE FILAR PROTECTION AFTER STOPPAGE OF WM EACH
— .'. .'.'.'..' Dar.SEEDEraIL MsHEEresz. MUMMY PLUS
\\ IE=78,ff.94' / / /\ \ \. 8. EMSTTNG VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDIS URBED.UNLESS NOTED OTHERWISE.
�9 / / \ / / \ \ \,,
/ `\'"' 7. ANY AND ALL LANDSCAPING AND EMSIINC TREES k SHRUBS ro REMAIN NHNiI ARE DAMAGED DURING f;;®6�C[\RO[�7®G9dS1
."..\..................... DEMOLITION OR CONSIFUCTXN!SHALL BE REPLACED BY THE CONTRACTOR UTILIZWC A LICENSED LANDSCAPE
.....................................................
' \ CONTRACTOR AT NO ADDITIONAL COST ro THE ONNFR. 00 NOT USE FOR
ft / 7 / / \ 8. THE GRADING CONTRACTOR SHALL COMPLY NTH ALL STATE CODES IN OBSERVING EROSION CONTROL MEASURES ®a�46G1M640®M
':' .:.:.:.:.:.:.:.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'....\._........__�.— 807H ON AND OFF-SIZE
.. ...
/
\,' 9. TI#:GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS_ DIRECTED BY STATE AUTIfOR11AS OR THE ARCHITECT.
?a THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED DARING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR
\
h
rf/ /
OFF-SITE STOCIMILES AND/OP WASTE AREAS
\� mod' / \ '.../.....................................................'
11. CONTRACTOR SHALL VERIFY ALL EXISTING TRU ELEVATIONS NOTIFY
NEW CONSTRUCTION TES OR CONNECT ro EXISTING
/ \✓ / I h �...�..................................................... PAVEMENT,CURB AND OTHER RIGID STRUCTURES NOTIFY ENGINEER IF DISCREPANCIES OCCUR.
\\ % \
\J/ `
\ (\\ \ \ \\ \ \ I \ WETLANDS /! \
\...'............../..... .�.....
\\ \\ \ \ \ \ FLOOD ZONE AE ...\.............../.........\.....
\ ............
'.'.'I.'.'.'.'.'.'.'.'.'.'.'.
\\ \ \ \ I g
..... ......�... ............
0 a
��.". Q Q
\O\ \ 0
\
——————————— \ \ \\ ,@P CQ c�
a O
AREA 1 —=_ ' \' \\ \ \\\ \\ \ / \\ ----- / \\ � N
m Q d
— ----------------
Q = 9
' WETLANDS
.. O Z Q
AREA ------- --- \\ \\ \\ 92/ \ \\ \\ \ ' j saM4 /
\\ 2� cn
(AREA 4 \\
2'OAK\\ C\_/ \ 1 j
\\\ /� LY
—L AREA J /w' � \\\ \
\\\\\\\ \ \\��� \\ DRAWN BY: DC
A REA 7 I \ \ \
CHECKED BY: SM
DATE: 01-08-2023
\ \\\\\\\\ \ PROJECT NO: 21-189
— AREA J ` \\ _ \ FILE:
;. ;�
............ \�\\\\\\\\ g GRADING&DRAINAGE
PLAN-AREA 8
GRAPHIC SCALE
AREA............. \ b
C3.8
R IN FEET)
1 i ch= 40 ft.

12"
SIGN NOTES:
1. WHITE SIGN WITH BLACK LETTERS. SIGN NOTE: MAXIMUM PENALTY($250)IS
2. SIGN To of BOLTED ON u-POST SECURE ESTABLISHED BY LEGISLATURE VIA
3. SIGN TO FACE INWARD TOWARD OPEN GENERAL STATUTE 20-376
GATE.
SET 24 FROM EDGE OF TRAVEL GATE 1B" RESERVED
IN GONG.FOOTING(TYR of 2) TO PARKING -
7"DIA.X 5/11"THICK,GREASED POST MAXIMUM VAN
STEEL PIPE INSIDE 6"DIA STEEL PIPE PROVIDE HASP TO PENALTY ACCESSIBLE
WITH 7"DIA. WELDED CAP(TYP OF 2) GALV STEEL HINGE LATCH HOLD GATE OPEN Vim® I�jI ����II���
I ATTACH
HSS 2RE/2EXI2-712" W451DE PIPE. / (SEE BELOW) I R7588D `® III lUU WE
/ R7-8a
I I VAN ACCESSIBLE p ES I G 1V
I I r J VAN ACCESSIBLE"
TYPICAL R7-8 I—(~��
l WELDS _ j j L J SIGN CLH Design, PA
I LOCKS PROVIDED I 400 Regency Forest Dr.
I BY OWNER I Suite 120
N I I BOTTOM OF SIGN . SIGN R7-8 Cary, NC 27518
HSS 2-1 2 X 2-1/2 X/14" FINISH GRADE I Phone: [phone]
PRONDE CHAIN FOR ADLOK)AL LOCKING I GALV.3-LB u-CHANNEL POST Fox: 919.319.751,
OPTION.112"GRADE 43 HOT-DIPPED I i
I I 2'FROMDEDGE OF FOOTING TRAVEL OR AS GALVANIZED STEEL CHAIN I WELDED TO TIE-BACK POST ¢ SIGN R7-80 LA: C-106 PE' C-1595
OU
FORW/2 1/2"x 1/4" 3
STUD H.D.GALV. Z
I I 3M HIGH PERFORMANCE SAFETY STRIPE TAPE,3-IN CORE,
1 I BLACK&YELLOW DIAGONAL STRIPE PATTERN
{ F 5"DIA X 5/16"THICK
ul- STEEL PIPE SE7 INJ._ a 1 1/2"DIA.
3,000-PSI GONG FOOTING T'!I 2 GALV. STL.POST
l A.� ' W DARK BRONZE FINISH MUMMY PLAKS
PAINTING SPECIFICATIONS: Q FINISHED GRADE
T NOTES. FOR Gi[�d0[Y ONLY
1. MANUFACTURER: TNEMEC COMPANY,INC.;CARY,NO(919-859-3737) I.., 1. ALL STEEL SHALL BE HOT-DIPPED GALVANIZED I DO a04 lNO[`;frGOV�
2. SYSTEM TYPE:EPDXY-POLYURETHANE 1 I 1�3'DEEP CONC CO NOTG�i MC�E FO
2. SUBMIT SHOP DRAWING FOR REVIEW AND APPROVAL I I FOOTING
OF
J. SURFACE PREPARATION: SSPV-SPI AND BRUSH OFF BLAST CLEAN !X ,� PRIOR TO FABRICATION AND ASSEMBLY.
4. PRIMER: SERIES 27(FIELD-COATED)TYPDXY OR 69 HI-BUILD EPDXOUNE ! 3. ENSURE GATE LEAFS ARE PROPERLY SPACED SO I V I
�YGMERD
RVIDED LOCKING FLANGES ON HINGE LATCH ASSEMBLY ALIGN.
L--J
5. FINISH PAINT: SERIES 73 ENDURA-SHIELD,SEMI-GLOSS, O
COLOR=SAFETY YELLOW 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ALL SIGNS SHALL BE PROVIDED AND INSTALLED IN
GALVANIZED STEEL HINGE LATCH DETERMINE REQUIRED FENCE LENGTHS BASED ON ACCORDANCE WITH LATEST MANUAL ON UNIFORM TRAFFIC
N.TS. EXISTING CONDITIONS CONTROL DEVICES SPECIFICATIONS AND REOUIREMENTS
LOCKED PIPE GATE N.T.S. ACCESSIBLE PARKING SIGNAGE N.T.S.
20'MAXIMUM LAND DISTURBANCE i/4"
SLAB REINFORCING
1 1' 6" CONCRETE PAVEMENT SLAB Gft00 VE JOINT W/1/8"
SHOULDER SHOULDER d�/4 RADII&JOINT SEALER
6'TRAIL
—� 12"COMPOST SOCK, + a
2AT SLOPE SEE DETAIL TYPICAL CONTROL JOINT
TUTS
SLOPESIDE - EXIS77MG CRADE
SLOPE,TYP.
AGGREGATE BASE REINFORCING SHALL 7/4"
COURSE(ABC) NOT PASS THRU OO
JOINT GROOVE JOINT W/1/8' Q 0
'� 12" 6" dD/4 F RAD11&JOINT SEALER
COMPACTED SUBGRADE Q
NATURAL SURFACE IRATE N. S. TYPICAL NITS ENED EDGE
T. a°T_ a -
5/8"DIA x 16"LG. SMOOTH SLIP OWEL
GRAVEL LOT BARS AT 18"O.C.,GREASED BOTH SIDES. Ilnn
AND DRIVE CONCRETE PAVEMENT DIMENSIONS TYPICAL CONSTRUCTION JOINT
TUTS
CONIC SLAB THICKNESS,dC= 7" �yy
ABC THICKNESS,dB= 4" `�^U
AGGREGATE 10 IN
REINFORCEMENT= 6x6-W2.9x W2.9 vU
BASE COURSE
RADII AND Q OQ
NOTES: d JOINT SEALER �(l �1R Q Q
COMPACTED Qq
1 ALL(AS CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI 4 `�JM.r�f
_— S GRADE 2. CONTRACTION JOINTS SHALL BE SPACED AT 15 FT O.CE W MAX OR AS
_III(IIIII UB INDICATED ON THE PLAN JOINT FILLER I^L1V—J111 m V N
NON-WOVEN GEO-TEXTILE(MIN 10 OUNCE) 3 ONPTHE ANSIPLANII AND WHERE NTS SHALL CONCRETE PAVEMENT ABUTS ANY RIGI SPACED AT 50 FT UCEIV MAX D OBJECT
JEC DILATED TYPICAL EXNTS SION JOINT (jT� , O
nUU c—
GRAVEL ROAD CROSS SECTION
GRAVEL PAVEMENT N.T.S. CONCRETE PAVEMENT N.T S. o z o
H4
REBAR
LENGGTHWITHWI d o
SE 072"O.0 ACROSS®18"O.C.
MINIMUM J.
FROM SURFACE,BOTTOMS AND
SIDES REX VERGCIU ATTA(WNTERBERRY),
I�
2R CROSS SLOPE IN THE SAME �4 C 1
SEE SHEET C3.8
6"ABC DIREC
STONE BASE GROSS
AS THE RIVER FLOW / 1
12' 3
� II
ICI I I�
I" W IIIIIII�
=1I IIII-III: 12 z
III I I�I I III III III=11I III=1 I -lll� � i
I III III-III III I=I I II I I I_I I I I-III'
THICKENED EDGE SIDE 10"
-III-III-III=I L =III=ll1=1 - I- u1=
OF RAMP. :I I I I III III-I"-'I I-III I I I=11I-III=III-I I I� =1�11 I-I I I� o
=1=1 I1=1I I1=1I1=ti+-
111 III I I I IIIII III I III I I I IIIII III=ITT=III I= L�=�� COMPACTED SUBGRADE
RAMP CROSS SECTION li III:
-III DEGREE GROOVES IN THE
DI
GEO 7EX77LE FABRIC UND R DIRECTION OF ME RIVER FLOW (/)
ABC$TONE BASE 4 DEBAR
Z
RAMP SURFACE O
SEE NOTES BELOW LENGTTWSE®12'O.C. (�
Sff P(AN8 FOR(ONCINDINA( ACROSS 0 18'OC.
SLOPf MINIMUM 3"FROM SURFACE,
BOTTOM$AND S'DES
UNDISTURBED
RIVER BOTTOM DRAWN BY: DC
1 - gggl / CHECKED BY: SM
`II~ A,° I /� DATE., 01-06-2023
z PROJECT NO: 21-189
° 6< \ \ FILE:
12" THICKENED EDGE SIDE
OF RAMP.SEE RAMP THICKENED EDGE END OF RAMP '. J
CROSS SECTION DETAIL - 9
GEOTEXTILE FABRIC al \
I I \ RIVER FLOW
SECTION ELEVATION STONE BASE
STAKING DETAILS
NOTES1. RAMP PLAN
i. CONCRETE SHALL BE 4000-P-I CH D DAYS /
2. PRONDE CRISP,UNIFORM 1/4-INCH DEEP,SHARP"1/GROOVES SPACED I-INCH APART 60 DEGREES TO THE 12"
DIRECTION OF THE RIVER'S FLOW \
3. PROVIDE UNIFORM NO-SLIP BROOM FINISH 60 DEGREES DO THE DIRECTION OF THE RIVER'S FLOW UNDISTURBED
LAUNCH 4. NDE MOCK-UP OF CONCRETE FINISH FOR OWNER AND LANDSCAPE APPROVAL PRIOR 70 INSTALLING CONCRETE RIVER BOTTOM
LAUNCH RAMP
5 INSTALL COFFERDAM SYSTEM TO PROVIDE A DRY WORKABLE AREA AT THE BASE OF THE RAMP. ��.
CONCRETE PAVEMENT KAYAK LAUNCH RAMP N.T.S.