NCC233251_Site Plan or Location Map_20231121

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SITE DATA Q
PROJECT NAME THE RETREAT AT HAW RIVER o D,
PARCELS WITH 3027,3029,81274,67217
DISTURBED AREA
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NC PIN: 9763.00..05.9347,9763-00-274609,976341-045228, E
9763-00-36.1503
PROPERTY OWNER: FLYING CROWN RANCH LLC O
105 WESTON ESTATES WAY p
CARY,NC 27513 H
PROPERTY ADDRESS: 1152 BYNUM RIDGE RD w
THE RETREAT AT HAW RIVERACAN DRG ND2312
TOTAL PROPERTY 375.90 AC a
RIMING R-1)RESIDENTIAL) p Z
WATERSHED DISTRICT: WSNNSW i O
CURRENT USE: VACANT
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WASTE WATER TREATMENT PLANT ° �
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EROSION CONTROL PLANSFp
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CHATHAM COUNTY, NORTH CAROLINA
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JUNE 9, 2023
REVISED: JULY 25, 2023
OWNER/DEVELOPER:
FLYING CROWN RANCH,LLC
105 WESTON ESTATES WAY
CARY,NC 27513
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CONTACT:TIM SMITH
EMAIL:[e-mail]
CE GROUP
ENGINEER/SURVEYOR:
CE GROUP,INC 301 GLENWOOD AVE.220
301 GLENWOOD AVENUE,SUITE 220 RALEIGH,NC 27603
RALEIGH,NC 27603 PHONE:[phone]
PHONE:[phone],X-101 FAX:[phone]
CONTACT: MARK ASHNESS,PE
EMAIL: [e-mail]
W W W.cegroupinc.com
FLOOD CERTIFICATION
UPON EXAMINATION OF FLOOD INSURANCE RATE MAPS, License#C-1739
PANEL NUMBER 9763(CHATHAM COUNTY),BEARING MAP
#3710976300K,DATED NOVEMBER 17,2017:THE SUBJECT
PROPERTY LIES IN ZONE"AE",WHICH IS AN AREA WITH TO CHAPEL HILL
FUTURE CONDITIONS 1%ANNUAL CHANCE FLOODPLAIN. h '
E SR szz ,'�i lIb 25C 9"
SEAL _
y\y� _ 028291
GENERAL CONSTRUCTION NOTES J5 �:
1. ALL WORK AND MATERIALS SHALL CONFORM TO CHATHAM COUNTY 0�s°•�'`
STANDARDS AND APPLICABLE NORTH CAROLINA BUILDING CODE AND
ASSIGNS.
2. CONTRACTOR SHALL VERIFY SCOPE OF WORK.CONTRACTOR SHALL BE
RESPONSIBLE FOR PROVIDING A LOCATOR SERVICE TO IDENTIFY ALL "
UNDERGROUND SERVICES(POWER,TELEPHONE,COMMUNICATION,WATER, '� % INDEX TO DRAWINGS z Q
SEWER,STEAM,GAS,ETC.)NOT LOCATED BY THE NC 811.CONTRACTOR
SHALL FIELD INSPECT AND VERIFY ALL SERVICES PRIOR TO CONSTRUCTION. , „j%//evH0
EXISTING SERVICES SHALL NOT BE ABANDONED,INTERRUPTED,OR 2EOSO NR'OGEEO I..L_ Z
REMOVED UNLESS CALLED FOR ON APPROVED CONSTRUCTION DRAWINGS. /�� w J J
TIMING OF ABANDONMENT MUST BE SUCH THAT EXISTING FACILITIES s 7+ j j COVER C000
> 0
REMAIN OPERABLE.ALL TEMPORARY DISRUPTION OF SERVICE(OFF HOUR, 4yo 4
SHORT TERM,ETC.)TO EXISTING FACILITIES SHALL BE COORDINATED WITH Jy" ° i/ '- Q
OWNER.ANY DISCREPANCIES WITH THE APPROVED SET OF PLANS FOUND IN EXISTING CONDITIONS C101 Z (,
THE FIELD SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND w
ARCHITECT AND SHALL WAIT FOR CLARIFICATION BY ARCHITECT/ENGINEER OVERALL EROSION CONTROL PLAN C301 _
PRIOR TO PROCEEDING WITH THE COORDINATION WITH OWNER
CONSTRUCTION. TO PITTSBORO
EROSION CONTROL PLAN STAGE 1 C302-C308 = Q I: 0
3. PRIOR TO BEGINNING CONSTRUCTION,THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING THAT ALL PERMITS AND APPROVALS HAVE BEEN OBTAINED EROSION CONTROL PLAN STAGE 2 C309-C315 __,..1—
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FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY LL O E'er
FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION /\ WET WEATHER STORAGE POND 11-
REQUIREMENTS. VICINITY MAP „ UPSET POND 13 W w U
4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ANY EXISTING ITEM TDS DA EXHIBIT C901-C902
AND OR MATERIAL INSIDE OR OUTSIDE CONSTRUCTION LIMITS. 1,�= 1 000' NORTH ._ I 0
CONTRACTOR TO COORDINATE LOCATION AND GATED ACCESS POINTS TSB DA EXHIBIT
THROUGH TEMPORARY CONSTRUCTION FENCE ALONG WITH SEQUENCE OF C903-C904 w Q
INSTALLATION WITH OWNER. Ct
EROSION CONTROL DETAILS C351-C353 Q
5. CONTRACTOR SHALL MAINTAIN SITE IN A MANNER THAT WORKMAN AND w LLJ =
PUBLIC ARE SAFE FROM INJURY.CONTRACTOR IS SOLELY RESPONSIBLE EC MATERIALS C354 I Q
FOR ENFORCING ALL APPLICABLE SAFETY REGULATIONS.
EC SPECIFICATIONS C355 i_ Q =
6. CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING CONSTRUCTION (,
ACTIVITY IS IN ACCORDANCE WITH APPLICABLE OSHA REGULATIONS.
7. CE GROUP IS NOT IN CONTROL,IN CHARGE OF,OR RESPONSIBLE FOR
ACTUAL CONSTRUCTION MEANS,METHODS,OR TECHNIQUES,PROCEDURES,
OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK OR FOR THE Date:
ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER INDIVIDUALS NOT JUNE 9,2023
UNDER THE DIRECT EMPLOYMENT OF CE GROUP.
Scale:
8. CONTRACTOR SHALL RESTORE DISTURBED AREAS TO EXISTING CONDITION N/A
OR BETTER.
Drawn:
9. ALL GROUND SLOPES SHALL BE GRADED NO STEEPER THAN 3:1 ALC
Checked:
10. CONTRACTOR SHALL FURNISH ARCHITECT/ENGINEER WITH AN AS-BUILT JRF
SURVEY OF ALL NEW AND RELOCATED UTILITY AND DRAINAGE
IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION. Project No.
11. ALL CONSTRUCTION WITHIN N.C.D.O.T.RIGHT OF WAY SHALL CONFORM TO 138- 9
N.C.D.O.T.STANDARDS AND SPECIFICATIONS. Computer Dwg.Name
138-I 9_c000 cover
`�\cy,B11 BBFON
UQ- A `tea Sheet No:
CHATHAM COUNTY EC:WP-23-306 �8J a
0
N Av. C000
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