|
1` t i�. -,�r`i.�^',i�S;R•: �r�y �.Sr"ib3,,���•�,'��• r� �+'l "c�'�' ,�� �°� "''s, �-..
<br /> J�.& � '�.���y,� �/ .'*t�r^ r,�,�6,�'e.�f %���a �.M�'a j� � g� �cr ✓� `�" >rgv�.
<br /> nr'-�'.r ,�f''}� �� �a e � �i•� ,,ram- � � i�,-'° .'�,xy�>''•. / �'` `s'"�.r.;"a`��: { � � a yt. '��n��j:
<br /> ck
<br /> EX.PHASE 1&2, O SURVEYED,S NOT SURVE . j
<br /> > -�' -c> ��,,�.;7". ,`�``�r'h,'; ,.ae'�''�\ nt.�`- ew-�` �:+.L<;✓ Ivry. `�.;�:�..� �.-:-
<br /> r r r -\� '�' "' �� �, PER PREVIOUSLY APPROVED-"
<br /> GRADING AND STORM DRAINAGE NOTES: � � ., . x
<br /> fi � �.: .. ,Y r;� +{"`�i.,. �, ` �"\ /. '�m �+.:,,..s �� ':. y.. �„ •�k z,�;.�,�xs,.,a'� x, :�t
<br /> 0 SUP DRAWINGS(SEE SHEET
<br /> �. ..
<br /> x �.
<br /> -r
<br /> OVERALL VIEW/PLAN)
<br /> .may,. %. ,. ... _ ..-. t.: :::,,.r^v3s x �'`rS<..,,.. - ,#.. -,..... ... ,'c.,..., ,...,.:. _;. � _ _ ,✓
<br /> 1. EXISTING CONDITIONS FROM SURVEY DATA AND LOCATIONS PROVIDED BY MICHAEL T. BRANDON PROFESSIONAL LAND SURVEYOR DATED APR/L 5 2019. FIELD VERIFY • .:� ,. x,� �� r--��• - .�� g °. gs• � ^�' � �'• �.� �6:� `"*
<br /> EXISTING CONDITIONS BY DETAILED SITE INSPECTION PRIOR TO SUBMITTING BID AND BEGINNING CONSTRUCTION.NOTIFY ENGINEER OF ANY DISCREPANCIES.EXISTING
<br /> ,rsa�r•rrS;;- .: '.,(i->� s: q /.,�.,.�; , . �,�-; :' ��a� >_. , r.r -�?`.. - 3^�..,. ,,...,--;-. _ - , �,f..- .;. sa ,a,, H
<br /> _ ,, r=.. �� .,,., ,r ,.iy'et.-- .c-. t <, •,£ ,z. ^... ., t ,.r=. ;.,. ' ,�,.� c:^; ":s _�5�r� �n..= '7,. e...° . =_r�=.' .Ls.., ._s_-^-.. _ N
<br /> TOPOGRAPHY IS TAKEN FROM ORANGE COUNTY GIS. ;,,. �e y"h- sw �v* ss - _.r sue - _ W o
<br /> 3INVESTMENTS L�C ;' a A _,. ;z:; _
<br /> -
<br /> 2. ALL PIPE TO BE INSTALLED WITHIN THE RIGHT OF WAY SHALL BE REINFORCED CONCRETE PIPE PER NCDOT SPECIFICATIONS. PIN:0910246642 X_x. x\x�` x x-x x-x Q N
<br /> JURISDICTION:ORANGE COUNTY
<br /> " U
<br /> QC
<br /> 3. ALL PIPE TO BE INSTALLED ON-SITE AND IN THE RIGHTS OF WAY SHALL MEET OR EXCEED THE NCDOT ASTM AND AASHTO SPECIFICATION REQUIREMENTS FOR SUCH PIPE ZONING:AR �T __ - `• x x Z
<br /> MATERIAL. �� U :RA E R TRACK \ ` � � _p �
<br /> � U 0C
<br /> -�� r- x-x x4,
<br /> 4. ROOF DRAIN CONNECTIONS AND INLINE CATCH BASINS IN NON-TRAFFIC BEARING LOCATIONS MAYBE HDPE SYSTEMS SUCH AS "NVLOPLAST"BY ADS OR APPROVED :,I� c�
<br /> EQUAL. (SEE DETAILS FOR USE AS STORM DRAINAGE SYSTEM)
<br /> 0
<br /> V G�
<br /> ARGOS READY MIX LLC
<br /> 5. ALL ON-SITE PIPE SHALL BE INSTALLED MEETING COVER,BACKFILL AND BEDDING REQUIREMENTS PER NCDOT OR THE MANUFACTURER'S RECOMMENDATIONS, -�\ / PIN:0910322905
<br /> WHICHEVER IS MOST STRINGENT. // f
<br /> URISD/ TION:ORANGE COUNTY Q
<br /> 6. NCDOT PRE-CAST DRAINAGE STRUCTURES MANHOLES CAN BE USED IN LIEU OF NCDOT STANDARD BRICK OR CONCRETE CATCH BASINS.ANY DEVIATION FROM THE / \
<br /> / / \ USE:C MMERCIAL SPECIFIED STRUCTURES SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION AND SHALL MAINTAIN COMPLIANCE WITH ALL CORRESPONDING NCDOT MATERIAL, _ > 7.67 AC O
<br /> DRAWING&DETAILED SPECIFICATIONS. -� j' r
<br /> 7. CONTRACTOR SHALL FIELD VERIFY THAT PROPOSED GRADES MATCH EXISTING PAVEMENT AT ALL CONNECTIONS/TIE-INS. CONTRACTOR SHALL NOTIFY ENGINEER IF
<br /> DISCREPANCY OCCURS.
<br /> \ FLAT RIVER/LITTLE
<br /> 8. ALL WORK WITHIN NCDOT ROW SHALL COMPLY WITH MOST RECENT NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES,NCDOT STANDARD DRAWINGS, RIVER WATERSHED\
<br /> AND THE MUTCD STANDARDS. LINE \
<br /> 9. ALL STORM DRAINAGE CONSTRUCTION SHALL COMPLY WITH MOST RECENT NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES,AND NCDOT STANDARD \ J
<br /> DRAWINGS. r \
<br /> J
<br /> Li
<br /> 10. ALL UTILITY TRENCHING,BACKFILL,FOOTER AND PAD PREPARATIONS,AND SUB-GRADE COMPACTION EFFORTS SHALL MEET/EXCEED ONSITE GEOTECHNICAL TESTING MICHAEL R AMMONS / U�
<br /> FIRMRECOMMENDATIONS. PIN:0910138063 ;'/ \
<br /> ALL PROPOSED
<br /> o° / / \JURISDICTION. ORANGE COUNTY o`� -•"- IMPERVIOUS/BUA TO LD Z_
<br /> \
<br /> 11. ADDITIONAL SPECIFICATIONS AND REQUIREMENTS FOR FOOTER AND BUILDING PAD PREPARATION AND COMPACTION MAY EXIST IN ARCHITECTURAL AND STRUCTURAL ZONING:AR&EC5 o a / � <1' �
<br /> 60 � DRAIN TO PROPOSED _ Lr
<br /> DRAWINGS AND SHALL BE EXECUTED/IMPLEMENTED AS REQUIRED. USE:SINGLE FAMILY RESIDENTIAL SCM Wo°�' O ROUGEMONT STO AGE CENTER LLC \ W O
<br /> N
<br /> 7.17ACRES / PIN:097 237759 z a 4 "
<br /> 72. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED SURFACE. GRADE LINES MAYBE ADJUSTED AT THEIR BEGINNING,ENDING AND AT STRUCTURES / \, W N Z
<br /> / JURISDICTION:ORANGE COUNTY z � r4 _
<br /> AS DIRECTED BY THE ENGINEER/N ORDER TO PROVIDEA PROPER TIE-IN. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED INVERTS,FFE'S&FINISHED SURFACES TO / cv
<br /> ZONING:REDA CZ 1&AR al z c,
<br /> ENSURE THAT MINIMUM SLOPE&COVER REQUIREMENTS ARE PROVIDED PRIOR TO INSTALLATION OF REFERENCED ITEMS. CONTACT ENGINEER WITH DISCREPANCIES. / K 0 ❑ W = U z
<br /> USE:SELF STRRAGE FACILITY
<br /> 73. THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE;OFFSITE BORROW OR WASTE MAY BE REQUIRED. °°° 79.55 ACRES / \ ,:;# J v M i y 00
<br /> % \
<br /> 1 J �C OMrn
<br /> / m � o
<br /> 14. ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTING GRAVITY SYSTEMS AND SHALL BE ADJUSTED BY THE ENGINEER/F NECESSARY. L. Co E �
<br /> v @J
<br /> 75. SPILL CURB LOCATIONS SHALL BE FIELD DETERMINED BY THE CONTRACTOR TO ENSURE POSITIVE DRAINAGE THROUGHOUT THE PARKING LOTS AND DRIVE AISLES. NO o°
<br /> "BIRD BATHS"OR LOW AREAS THAT WILL HOLD WATER SHALL BE ALLOWED WITHIN THE CURB AND GUTTER OR PAVED AREAS. \ / O
<br /> / r
<br /> 76. ALL PRIVATE STORMWATER EASEMENTS SHALL BE PRIVATELY MAINTAINED. R x �, �, x J NOT FO
<br /> 17. ANTICIPATED AREA/AMOUNT OF DISTURBANCE/S±50,000 SF AND WILL REQUIRE A LAND DISTURBANCE PERMIT THROUGH ORANGE COUNTY /
<br /> / PROPOSED �x �
<br /> 18. THE DEVELOPMENT OF 64 ADDITIONAL SELF STORAGE UNITS CONTAINED/N 3 SEPARATE BUILDINGS TOTALING APPROXIMATELY22 . FT. OF IMPERVIOUS SURFACE 680 S � / SCM �
<br /> Q \ J -X „ X X X 4X �\ .�• ��
<br /> AREA.
<br /> LD LD
<br /> Ln
<br /> INC
<br /> TREATED POST / / sty Q \ / ANTICIPATED �j���••• •����
<br /> (DRY DETENTION POND WITH LEVEL -/ A/NAGE FLOW w E• A8
<br /> PRE POST SPREADER FILTER STRIP PER MDC) / o^^ �TTERNS
<br /> IMPERVIOUS AREAS(SF) 0.00 22,680 22,680
<br /> / / m CONSTRUCTION
<br /> AD
<br /> 1 YEAR STORM(CFS) 7.13 8.45 5.97
<br /> pq
<br /> s
<br /> NITROGEN(LB/AC/YR) 0.86 1.85 1.23 `O
<br /> W
<br /> PHOSPHOROUS(LB/AC/YR) 0.30 0.38 0.27
<br /> � I
<br /> Z
<br /> PROPOSED SEPTIC
<br /> SPRAY/DRIP FIELD \ W
<br /> / BY OTHERS
<br /> lb
<br /> Con
<br /> ---- ----------------------------
<br /> ---
<br /> --- ---- OHE I -OHE- OHE OH HE
<br /> -------------------------------
<br /> ------------ ---- ------
<br /> -------------------------------------------
<br /> h
<br /> -- --------
<br /> - --
<br /> -I
<br /> F-LI
<br /> --
<br /> -- �-I
<br /> --- -
<br /> ��� 60 �J
<br /> __
<br /> ----- --------------------- -------------------------- -----\ ---------------------------- ------ -- --- -
<br /> --------------------------- --------------- --------------------------------\-------------------------------- --------------------------- -----------------------------
<br /> -- -----
<br /> -- - \.J
<br /> \ - - -- ------ ----------- Ln
<br /> KENNETH F&NANCY W WALLACE \
<br /> PIN.0970220465 _
<br /> JURISDICTION:ORANGE COUNTY __________-------------"-- /
<br /> MICHAEL N&LUCIN A I DAVIS Z ��
<br /> _ ZONING:AR
<br /> 16 USE:SINGLE FAMILY RESIDENTIAL PIN:0910228451 Q
<br /> LL 2.68 ACRES JURISDICTION:NG:AR COUNTY JANSON AGGREGA S SOUTHEAST INC
<br /> a LEONARD H MANGUM ZONING:AR PIN:0910 21178 7 W
<br /> PIN:0910223106 \ USE:VACANT J U
<br /> 1.86 ACRES JURISDICTION:ORANGE COUNTY
<br /> JURISDICTION:ORANGE COUNTY ZONING: R
<br /> USE
<br /> ZONING:AR \ :FARM L ND
<br /> USE:VACANT \ 11.51 ACR U
<br /> co
<br /> 18.54 ACRES \
<br /> N \ O
<br /> BACON ROAD z Q
<br /> (601 PUBLIC ROW - SR 1531) U P� X C
<br /> GRAPHIC SCALE C3 PROJECT#:
<br /> 0
<br /> 20 0 10 20 40 80 18-079
<br /> (IN FEET) REVIEW PROJECT#:
<br /> 1 inch = 40 ft.
<br /> 20-0001
<br /> Know what's below. SHEET#:
<br /> Cal before you dig.
<br /> 0
<br /> co
<br /> •
<br /> V
<br /> w
<br /> O
<br /> a
<br /> 0
<br /> 0
<br />
|