20090554 Ver 2_Olde Mill Stream Ph 1 S & E_20190620

BITE NOTEs/ // * ./ / /- 7// \ - - --
ALL WORK SHALL CONFORM TO THE CITY OF ROCKY MOUNTS LAND BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE ADA AND LEGAL DISCLAIMER:
DEVELOPMENT CODE AND THE MANUAL OF SPECIFICATIONS AND OUT AND MARK ITEMS ESTABLISHED BY THE SITE PLAN, CONTROL THIS DOCUMENT IS NOT REPRESENTED TO COMPLY WITH ALLi
DETAILS, POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE REQUIREMENTS CONTAINED IN THE ADA OR OTHER LAWS. / // agS / / / UF DISTURBAN E \\
OF THE PROJECT. LACK OF THE PROPER WORKING POINTS AND ENGINEERS ARE NOT LICENSED TO INTERPRET LAWS OR GIVE ADVICE m xeA ease gar — -- '— / / •� — _ / / / \
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL CONCERNING LAWS, THE OWNER SHOULD HAVE THIS DOCUMENT
K N D TRAFFIC CONTROL IN OR ADJACENT TO NCDOT OR CITY SUCH POINTS AND GRADES HAVE BEEN REPLACED TO THE OWNERS REVIEWED BY HIS ATTORNEY TO DETERMINE LEGAL COMPLIANCE. / / `�
RIGHT—OF—WAY. ALL METHODS SHALL CONFORM TO THE MANUAL SATISFACTION. J /
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT DISCLAIMER: —
STANDARDS. EXISTING CONDITIONS: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM
ITE THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE ,
1544 CONTRACTOR TO COORDINATE INSTALLATION OF CONDUITS FOR EXISTING JOB CONDITIONS, ANY ADVERSE CONDITIONS AFFECTING SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND / / FENCE
& WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE
PHONES LIGHTING. UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, �� / g0i/ $ OUTLET
ATTENTION OF THE ENGINEER FOR POSSIBLE CLARIFICATION OR EITHER IN SERVICE OR ABANDONED, THE SURVEYOR FURTHER DOES DISTURBED ACREAGE 18f ACRES
��. te5s eF'�''<Fy UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM RECONCILIATION. NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN "�—_ 85 h / 37
0 1714 F,y CLEARING AND GRUBBING SHALL BE DISPOSED OF AT AN APPROVED THE EXACT LOCATION INDICATED' ALTHOUGH HE DOES CERTIFY THAT /
1700 m(;,o1858 Rp PERMITTED OFF—SITE LOCATION BY CONTRACTOR. CONSTRUCTION SAFETY: THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM i •"'r /
Rp• THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB INFORMATION AVAILABLE, THE SURVEYOR HAS NOT PHYSICALLY
ASPHALT PAVING TO BE A MINIMUM OF B" CABG AND 2" SF9.5A. SAFETY, ALL PROVISIONS FOR SAFETY SHALL BE SOLE LOCATED THE UNDERGROUND UTILITIES. 84 •+ / \ /
-/� - - - - \ MITS OF / /
RESPONSIBILITY OF THE CONTRACTOR. — — -- �" GF' — - � STUR NCE / � ' oll —
CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL STRUCTURALFlLI • — _ _ .— ._.. — ""-128 �pJNP •+ \
REQUIREMENTS/ CONDITIONS OF ALL ENCROACHMENTS & PERMITS SEE SPECIFICATIONS FOR STRUCTURAL FILL INFORMATION. VVVVl0 I / \ -_
INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED. 83 SILT
x CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED OFFSITE BORROW / TRENCH BORROW: '•3
FENCE /+/ 135 55
OFFSITE BORROW MATERIAL PLACED ON SITE SHOULD BE LOW — 82 + Oi / 2
!,. INSPECTIONS. {.•.� / a
Aunt Rd. PLASTICITY (PI LESS THAN 25 AND LL LESS THAN 50) AND SHALL p,,t�
7707 = CALL ONE CALL CENTER AT 1-800-632-4949 FOR LOCATIONS OF BE FREE OF ORGANIC MATERIAL OR DEBRIS PLACE FILL IN 8" TO I .� / `'g�— — - — _ ,� 'ys1W Q
EXISTING UTILITIES 48 HOURS MINIMUM PRIOR TO EXCAVATION. 10" LOOSE LIFTS AND COMPACT TO 95% OF THE STANDARD / / / '128-- .�' + 41 r 51oz! h
PROCTOR MAXIMUM DRY DENSITY, ASTM D698, THE MOISTURE / i- ,.� + A,,% 0 p
CONTENT OF THE SOIL SHOULD BE MAINTAINED WITHIN f 3 / // C2
EXCAVATION AND GRADING PLAN NOTES: PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT I 80 / / ST% --•
ALL AREAS NOT COVERED BY PAVING TO BE GRASSED, LANDSCAPED DETERMINED BY THE SAME TEST. OFF—SITE BORROW MATERIAL TO \ 62 SILT SILT FENCE i ,� r • •'' / ,�
OR LEFT NATURAL AS INDICATED. BE OBTAINED FROM A PERMITTED SOURCE. _126_ — — — FENCE r . �' +�.y. I\ -- 42 r ,�"' / —><738 138•
CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY I LIMITS OF CUTLET �'' }�,•" I „M°''
LOCATION MAP COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE -79- _124 DISTURBANCE �� 3P I 707 // PROP. 8" VC WATER
SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING,
NOT TO SCALE \ / \ �r t N ii 12T SON# 43 R ` 1yti ,J_ —
ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTOR \ \ + + r , y ��R s
SHALL RAISE OR LOWER TOPS OF EXISTING. MANHOLES AS REQUIRED \ 12 — — — — — — / i + + +�,,,. 1251 �MpOR 44 / 3 1ge 136 III
TO MATCH FINISHED GRADES. \
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CONSTRUCTION ACTIVITIES LIMITED WITHIN THE PHASE 1 LIMITS / 1 / �" 1�y - - - - - - - - - Certification by the Director of Development Services and the Director of Engineering that this
/ — — — / _ — — \ planned building group/construction plan conforms to the preliminary plan approved by the DRC
OF DISTURBANCE AS SHOWN UNTiL THE ISSUANCE OF DRIVEWAY / / / — — — — / / / / _ / on (date) and meets the standards set forth in the Land
PERMIT & UTILITY ENCROACHMENT AGREEMENT FROM NCDOT, - - - - Development Code.
404 PERMIT FROM USACE AND 401 CERTIFICATION FROM NCDEQ.
Director of Engineering Director of Development Services
DATE: MAY 2019 PROJECT: 18-266
Q'RT L Fr ,'� SED/MENTA T/ON AND CLIENT CODE: HODMOR
_ ARTLETT SCALE(HORZ):, CADFIL6)5259CP8—REV ROCKY MOUNT TWNSP NASH COUNTY
OLDE MILL STREAM (PHASE 1) FIELD BOOK:
EwF_ sF�,l ENGINEERING &SURVEYING, PC EROS/ON CONTROL PLAN SCALE(VERT)1 - 60 DRAWN BY: RF
20106 c SURVEY BY: KP, JB NORTH CAROLINA ZONE: R-6 & 0—I
z h = 1906 HASH STREET NORTH TELE: [phone] — CITY O F ROCKY MOUNT NORTH CAROLINA — REVISIONS:
`Voo �;?°m��cINE�`��.; WILSON, N.C. 27893-1726 FAX: [phone] PERM/T /PHASE 1) PIN
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&S URA\ �''�R;,,,S.11 000%1` www.bartietteng.com l / # SHEET SE1A