SW8120602_Approved Plans_20120727

REVISIONS
NOW OR FORMERLY
SPS REAL ESTATE LLC / / ssso No.
r / ° For each open utility cut Date Description By
ZONE: RB-REGIONAL BUSINESS / ,� ° ,- 284 17 a ��R
USE: RETAIL AUTO / SIGNALIZED INTERSECTION of
City streets, a $325 o EN
permit °
hall be required from the ND
WIREGRASS R N
City prior to occupancy RD. IR.
--' / and/or project °Oo
acceptance.
�- APPROX. LO�ATION OF � o� EXIST. 8" WATER MAIN
SIDEWALK, I Approved Construction Plan
� I RP, Name _Date
/ RO OSED 5 E TRIAN
-REMOVE EXIST. OAKS (4) D�.REC fLY UNDE ACCE S EASEM NT
j��/�8 ss MANHOLE ` Planning � LOCATION MAP
P.(9WER LINE. _ _RETAIN REMAINING -OAKS AS SHOWN / / G� XIST.��IITARY SEWER RIM 41:05
\ NOT TO SCALE
f��MOVE EXIST. 11 Pt1<IE P P INV. Traffic
Fire
APPROX. LOCATION OF EXIST.
/` fQ-LET PROTECTION _ �Q / C� FIRE HYDRANT
R�`� /' PSEME i � .''. �- `�i�-' ' P� EXIST. ,,- - �i \
CONC. PAD
/ / ` • "- a
U / / /�
v�\�\P PGi �- '� .,� �, /' \Ci '' W/ Slf#AL�- � IN -
/\" ' v W CQNTRO � / j \ ANDICAP RAMP cir�og SITE DATA:
EXIST11�tG'DRI E AY MANHOLE / -�/ / '. \ a, \ (SEE DETAIL)
/ f BE REMOVED
R 40.82--'' -.� q .. .. n ; \ \ `y \ t:T�V� PROPERTY OWNER VANGUARD VENTURES
/ A .. g , XIST. BAGKFLOW PREVENTER PROJECT ADDRESS 5832 -MARKET STREET
/ P / CONNEC�6R SIDEWALK EXI IN / /° \ rroRTxcAxo>;nnvA PIN NUMBER 314815.53.4932
' ' XIST. WATER METER
TOP 4°E4' 1$ • Public Services • Engineering Division TAX PARCEL NUMBER R05010 001-010-000
/ N /,y �5. ✓ X \ 46x46 SITE DISTANCE TRIANGLE
GP~;% fiQ/V 38. )` s g3'.q� / „ � � � \ \ � APPROVED DRAINAGE PLAN AREA NOT IN A FEMA 100-YEAR FLOOD ZONE.
INV. 38.22 :• G 6 0 ZONING DISTRICT RB
Date:----- Permit ---- ---- DISTURBED AREA 17,013 SF_
EXIST. DI N0 EX\ ..•.... p \ \ \---------------
/ TOP 40.0 O INS 37.6
/ INV. -M.75 .. -
/ \ \ a \ 'T�` \ APPROX. LOCATION OF EXIST. Signed: u
/ INLEI 0 \ \----------------=------------- -- '
' � / ' • REQUIRED BUILDING SETBACKS ..FRONT: 25
PROTECT-f�JN / \ \ gyp! \\ \ ''� WATER SERVICE REAR: 0�
I ) \ r \\\ \ \ C� SIDE: 15
\ \ STRIPIN TO MEETINV♦i a \
( \ MUTCD TANDARDS- ' <i \\ \ \ PROPOSED BUILDING SETBACKS FRONT: 78
REAR. 150
/ XIST. LIGHT POLE \ EMOVE/RELOCATE" EXIST. PALM TREES SIDE: 31.8
TO BE RELOCATED \ \
7; AS SHOWN / i / \ \ TRACT AREA 42,929 SF 0.986 AC z
(2 -CONNECTOR SIDEWALK
EXISTING BUILDING AREA 5,400 _ SF
ROPOSED 5' SIDEWALK PROPOSED BUILDING AREA1950 SF
�p 00 Q \5� • P gyp. / 23 zs ® ` \ TOTAL BUILDNG AREA (AFTER DEVELOPMENT) 7,350 SF
� BUILDING LOT COVERAGE 7 350 42 929 17%
\ /O� \ ��� \\ \\ ��' ROPOSED 6" CONCRETE _ ( / ) 1
STAND-UP CURB NUMBER OF UNITS 1 �+ ,
' r %\ r' \ • p -' \'' G'� \\ \' .',!�' ' i �-- BUILDING HEIGHT 20'
® / / FLUMEh. \ \ NUMBER OF STORIES 1 '�-�
�- . 4:.. � 20x70 SITE
\ \ 0.57� E-1 a
DISTANCE TRIANGLE..
XIST. 15" FES EXISTING IMPERVIOUS AREAS: � 0
INV 38.90 EXISTING BUILDING 5,400 SF
XISTING DRIVEWAY EXISTING ASPHALT 24,485 SF - •�ii
\ EXISTING CONCRETE
�` \ \ PIPE TO BE REMOVED 1,445 SIF
�- \\ \ o DOOR .. �\ > \ EXISTING IMPERVIOUS AREA 31,330 SF (73%)
PROPOSED WHEEL STOP i ® \\
TYP ` ° • \\ \ XISTING DRIVEWAY PROPOSED IMPERVIOUS AREAS: x
( )- a'\\ .+� • \ \\ \ \ PROPOSED BUILDING 2 006 SF"
TO BE REMOVED
EXIST. ONE �, • PROPOSED ASPHALT/CURB 1633 SF
\ \`. STORY BLOCK \ o \ \ \ PROPOSED CONCRETE 2,179 SF- �'
/ / \ RELOCATE EXIST. WHEEL \\ BUILDING o t \ PROPOSED IMPERVIOUS AREA 5,818 SF (14%) '� z
STOPS AS NECESSARY \ r y, A FFE=41.50\ \ PO D "RADIUS TYPE„ DRIVEWAY
R�Q 5\�
I \ \ \\ - ENCLs06UiiE DOOR 25.0 \ MA1�CH EXIS�. GRADE 41.45f IMPERVIOUS ..
\ k\ e \p b \
/ . AREAS TO BE REMOVED:
/ \ o w ug \, BUILDING 127 SF
\ \ \\ PR,. ROP)DSED\ 15 RCP ASPHALT 3,085 SF"
\ \\ r� 1 0 HVA ' \ CONCRETE 701 SF H
IGHT (2)CONCRETE BOLLARDS n , . RO OSED\ SD H IMPERVIOUS AREAS 3,913 SF (9%) � I
\ EXIST. C P LE O \ 2 RIM 1.2t
� M
\ \ TOP 41. 3 \,;� P.) \ �✓ \\ �-►
\ / \\ � y \cA \ \ (MATC EX13,T. BADE)
\ INV. 37. _ 25. -> IMPERVIOUS AREAS AFTER DEVELOPMENT.
\ - 00
\ i \ \ \\-°o Y'_ �� ��\ \ INV 38 \85 \ BUILDING 7,279 SF W'
�\ E \\` \O 3 \ ASPHALT 23 033 SF � 1.4
.
EXIST. � �`� 1 •'1 ` �� \ SS MANHOLE \ � � +�
i HVAC 3 \\ \ RIM 41 27 CONCRETE 2,923 SF
\ \ \ \ v� \ \ T, i, \ IMPERVIOUS AREAS 33,235 SF 77%
A 12"P\ \ \ \ ( )
INV.
APPROX. LOCATION OF
'\ \ i \\ \.A - \\ EXIST. 8 SS SERVICE
i \ DIRECT TO P�XISTINGO�EGETATED / \\ � � f� ,. � `�- \ \ p � \ _ PARKING REQUIRED
\\ \ LANDSCAPE ISLAND �2
,ST �FwFR� r MINIMUM: 1/500 (7,350 500) 15 SPACES
/ \\ O ' CLIEANOUT RVICE S \\ \ ROPOSED SEWER MAXIMUM: PROVIDED:
(7,300%200) 37 SPACES •
\ \ \ PARKING PROVIDED. 28 SPACES �
EXISrY. DI \ -� , , SE �� \ (TYP.) �' �\ CLEANOUT0.4 TOP 40.93 \\ ` x v ; VE OR .r��' �\� 1 \ SEE DETAIL) O
\ _ - - - �@52 ' STRIPING TOM \ \ \ \. \ ( CAMA LAND USE: URBAN
MUTCD STANDAR \ \ \ 00
\ % \ \ \ \ ROPOSED SEWER
4,
SAMPLING STATION C\2
\� \ \ EXISTING WATER FLOW: 0 GPO ,
gp c' / \ \ \ (SEE DETAIL) _ EXISTING SEWER FLOW:
� pE / w .� / j ..; \ � \ � 0 GPD �
( e 12'x25 LOADING / R\N o \ \ \ \ » PROPOSED WATER FLOW:
�� � \ 5 FES /
N _ t pP 5 \ \ (25 GPD x 6 EMPLOYEES x 110%) 165 GPD
\� '�\ \ _ _- ✓ N� SPACE , \AN / .[•. ` \ {NV 38.82/ r-,
EXIST. DI / PSp \\ (21) PROPOSED SEWER FLOW. O
o \REMOVE EXIST. TOP 39.87 EX\S� \ .\. \ (25 GPD x 6 EMPLOYEES) 150 GPD
GREASE TRAP �`� INV. 38.07 // \ \� \\ \ �, \ _ J
\ � \ :.` 2Ox70 SITE / CONCRETE BOLLAR / \ \ i \� �\ N
EXIST. FIRE HYDRANT -�� _ /: 5 \ G ! j f \ DISTANCE TRIANGLE _ 0
_ \ \ CM \ \ LANDSCAPING REQUIRED: N p co
\ INV. 38.81\�, \ f" r-►-00
\ STREETYARD: MARKET �'' LO
✓i� 1 -, R 0 \ i T..�l u, \ \ \ (MARKET) REQUIRED PROPOSED, Lou
INLET PROTECTIO \
(139.53-0 25/2) 1 744 SF 1 752 SF
? \ TOP 4 / \ / 'Z, CYJ �'Jor"
r - \ \ _ \ % INV. 37. z�
3"0 \ :. . • / \ / �� / / \ �\ \ / STREETYARD: (CARDINAL) REQUIRED PROPOSED �07
(� �� 216) wv
EXIST. (308.13-30-12-36*25 2 2,876_SF 2,902 SF I z
% \ V \ SANITARY SEWE \ 0 Owz°
12"PR O \ �` ` \ Q 4+ `-{ `fin w
�A - \\\ INTERIOR LANDSCAPING: REQUIRED PROPOSED
��W
' \ ! ® \ • 23,094*4% _924 SF 1,750 SF �' �
ORIGINALLY BUILT _WfTH `\ `` ( )
\ \ STORMWATER EXEMPTION \\EXIST. DUMPSTE r> \ \ J \
\ \ REQUIRED PROPOSED ��-, O XNz
-.- \ PAD TO BE -•'':-- Q � � � FOUNDATION PLANTING:.
\\ 4 .�. �' 4 06 \ \ \ 216 SF 216 SF .-+ •r-+ 4 co O
\ ELOCATED \ ` • SOUTH (90.04*20*12%) d, '��
\ EXIST. Cl � INLET RRtSTECTIO \ \ • \
TOP 4�13 \\ \ � � / 41. 0 \ \ \
INV. 37.63 \\\ vg \ \ MP • EAST (20.67*20*12%} 50 SF 109 SF_
\ \ EXIST. NCDENR \\ \ / 0/ % • . \ \\ ---- -HANDICAP RA
SW PERMIT No. SW8000647 \\ ® \� ti� G %'� \ \ SEE DETAIL
NOTES. EXIST. IMPERVIOUS 6,969 SF' \ \ t \\ �/ �- i %/ ,.. \ (TYP. ALL SIDEWALK CROSSINGS)
1) TACTILE WARNING MATS ARE TO BE INSTALLED ON ALL WHEELCHAIR RAMPS, \ \ \ \ / Cr \ \
ALLOWABLE IMPERVIOUS 10,16CS\\ �\ INV. 38.94
2) ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS i i' �• > \ LEGEND
ARE TO BE THERMOPLASTIC AND _MEET CITY AND/OR NCD.OT STANDARDS. - \ \ ORIGINALLY BUILT WITH 42/\\ I i r Y y \
% / APPROX. LOCATION OF EXIST.
STORMWATER EXEMPTION -------32-------- EXISTING CONTOURS
3) ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT-OF-WAY ARE FIRE HYDRANT
TO BE MAINTAINED BY THE PROPERTY OWNER IN ACCORDANCE WITH MUTCD \ / i // / �' ��/ Q - - LIMITS OF DISTURBANCE
STANDARDS. --� / CM �� <v' APPROVED ���rIIILir,
4 ..ALL PARKING STALL MARKINGS N /fl/ 1.�-�y F�� ME.N� � � i/�Z � � ,(� \ \ \ \ Fr ��` C ,��
RKI GS AND LANE ARROWS WITHIN THE PARKING \ \ SE E \ �, T ¢fl _TSF__ TEMPORARY SILT FENCE �� \� _ °'O < �,
AREAS SHALL BE WHITE. \� C ... 4. E � x
5) ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC PCC p\� 41.1� \ N \ \ \x INi '1I1N
\ / / \ 50 g0 6p� , �� \ \ \ ... (175) LANDSCAPING w/AREA
l S E-A L ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) \ A � _
STANDARDS.MPp i / / \3g \ 4 \ \\ \
6 A UTILITY CUT PERMIT I ' EXIST. 1 / \ \ \
S REQUIRED FOR EACH OPEN CUT OF A CITY / � .-'% � C /� \ \ 3�� PROPOSED SPOT ELEVATION _ 17374
MANHOLE
STREET. CONTACT 341-5888 FOR MORE DETAILS. IN CERTAIN CASES AN
ENTIRE RESURFACING OF THE AREA BEING OPEN CUT MAY BE REQUIRED. / 1 \ TOP 41.74 I o Sig \ \\ \ \ j� RUN OFF DIRECTION % /�O ••....•
7 INSTALL REFLECTORS PER CITY AND NCDOT STANDARDS. TRAFFIC / INV. -37.54 ®� \\ \ '%, OREGOO���`��
ENGINEERING MUST APPROVE OF PAVEMENT MARKING LAYOUT PRIOR TO \ \ .\ 1 i' -t�2 \ 1 \ \ PROPOSED GRAVEL ''�rrrlLlrtit��'
ACTUAL STRIPING. / / �,� \ / / 14"G \ \
`, s',� NOW OR FORMERLY n \ Q DATE 07-23-12
8) CONTACT TRAFFIC ENGINEERING AT 341-7888 FORTY-EIGHT HOURS PRIOR / \ \ �� �� s 4� \ \
TO ANY EXCAVATION IN THE RIGHT OF WAY. '� / ��' ,��� '� EASTWOOD DEVELOPERS, L.L.C. M �' \ \ FOUNDATION/STREETYAR DESIGN PGT
9 PRIOR TO ANY CLEARING GRADING OR CONSTRUCTION / "-�. BOOK 2080 PAGE 0221
> CO RUCTION TREE / \ \ ,- �''�cA..- \ \ \ � \ DRAWN EJW
PROTECTION FENCING WILL 8E INSTALLED AROUND- PROTECTED TREES OR / / �- INV. 39.13� CARDINAL TRADE CENTER \ A \ ,
GROVES OF TREES. / �'� FUTURE DEVELOPMENT \ \ I\ \ TREE TO BE
10) N0 CONSTRUCTION WORKERS, TOOLS MATERIALS OR VEHICLES ARE / (NEED NOT BE DEVELOPED) _ 1
/ \ \PERMITTED WITHIN THE TREE PROTECTION FENCING. CONDO BOOK 10 PAGE 360 / \ JUL�.
1 1 ALL PROPOSED VEGETATION WITHIN THE SIGHT TRIANGLES SHALL \ \ / TRACT " " FI IPPI I T \ \ JUL2 4 2012
NOT DIVISION OF LOT 2 RAC B L N TRACT \ �/ \ \
INTERFERE WITH CLEAR VISUAL SIGHT LINES FROM 30"-10'. / '\' / \ \ BAR SCALE 1 ' =20' Y°
SHEET 1 OF 4
\ \ \ 20 10, 01 20' 40' 60'
11039

SITE WORK NOTES REVISIONS
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED- WITH EXISTING
DI�VARIES 6 -8 MIN. _ CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
ENG 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS Date Description By
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
STEEL POST CROWN OF TREE IS NEEDED FOR LEAF VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
_. / V ,--GROWTH TO PRODUCE OXYGEN" FILTER WHERERUNOFFIS DIRECTED
f - ✓� " MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
WIRE FABRIC / THE AIR, REDUCE WIND, SOFWN NOISE, CUT oR mono AWAY FROM CURB GUTTER
AND PROVIDE BEAUTIFUL APPEARANCE. JOINT SHALL SLOPE AWAY AS SHOW " 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
x / DO NOT DISFIGURE CROWN WITH CLASS A CONC. REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
r �--A. _MIN. 12-1 2 GA. o m FILTER FABRIC /IR
INSENSITIVE PRUNING!
_w :.r _;_.; / ! ¢ ASPHALT 3""R 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
INTERMEDIATE WIRES L1 SLOPE
i \ REMOVED FROM SITE AND DISPOSED OF 1N A PROPERLY PERMITTED FACILITY:
w "R
._..._ M I 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
8
ON
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
" -- EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
-✓� oRtPUNE , ®, DRAINAGE AWAY FROM CURB FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
®®®® 2. 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
ANCHOR FABRIC SKIRT I c1" PROPERLY PERMITTED FACILITY AS REQUIRED,
o AS DIRECTED BY ENGINEER �` l ®'�®I - 1" 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
CLASS A CONIC. _ EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
1 ASPHALT SLOPE _ " �:..2; IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR 1N PRIVATE
PLAN 3 3k EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE` PERSONNEL OF
_
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING•
u u ` 10, THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
NOTES: STRUCTURAL ROOTS sRooM FlNSH PERPENDICULAR DRAINAGE TOWARD CURB RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTHFEEDER ROOTS NEAR BASE of TRUNK ARE AND , STRUCTURAL ROOTS LOCATED TOPEOESTRUN FLOW DIRECTION APPROPRIATE PERSONNEL.
- SHALL HAVE A MIN. OF SIX LINE WIRES WiTH 12 STAY NEEDED to GIVE SUPPORT To PLAN 11. EXISTING SURVEYING.. PERFORMED BY MICHAEL UNDERWOOD AND. ASSOCIATES, PA AND SUPPLIED BY THE OWNER.
FEEDER ROOTS ARE LOCA �' A'
ENTIRE TREE IF REMOVED,
SPACING. AT "ORIPLINE" OF TREE 24- �URB SECT�O1�i 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
AND PROVIDE TREE WITH ELEVATION TREE CANFAiL AND DAMAGE - THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF MOISTURE AND NUTRIENTS. PROPERTY. NTS
36" IN WIDTH. FABRIC SHALL BE FASTENED SEE NOTE 1 & NOTE 4 SEE NOTE 2 &NOTE 4 4, SIDEWALKs s er PRIOR TO INSTALLATION.
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE oN00cPSI R 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
TREE PROTECTION DURING CONSTRUCTION _ HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
ENGINEER. T. DO NOT COMPACT SOIL BENEATH TREES. N0 VEHICLE SHALL BE ALLOWED TO PARK
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36 COVER _
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE UNDER TREES. NO HEAVY MATERIALS SHAD. BE STORED BENEATH TREES. RESULTS
AT FINAL GRADE.
OF COMPAC71ON CkUSE WATER'AN,Q AIR NOT TO REACH THE ROOTS "AND THE TREE
SELF -FASTENER STEEL ANGLE TYPE.
WILL DIE. _THESE FEEDING ROOTS OCCUR WELL AWAY FROM THE BASE OF 11-III i ti 15, ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
THE TREE TO THE EDGE of THE OVERHEAD BRANCH CANOPY. DAMAGING- METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE IN=i I=lfl=1l-f�-IN
1S PROHIBITED. APROTECTIVE BARRIER SHOULD PREVENT DAMAGE FROM /" OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS,
T FENCE E exe-10/10 W.W.M. [ cowPACTEo 2 TYPE SF 9.5A (NCDOT)
TEMPORARY SILT occuRlNc ouRlNc CONSTRUCTION. SUBGR„DE 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING -
2. NO CUTTING of LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE 8" ABC STONE (NCDOT) WORKMANSHIP, , MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS,- LIGHTS
NTS TRUNK. -- THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT PROVIDED IN ACCORDANCE WITH NCDOT
UPRIGHT IN HIGH WINDS, REMOVAL OF THESE ROOTS ALONG ONE SIDE 15 OR OTHER TRAFFIC CONTROL DEVICES SHALL BE
OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING SECTION TO MAINTAIN SAFETY AND TWO WAY TRAFFIC,
CONSTRUCTED. WHEEL CHAIR RAMP 17, ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT -
SIDEWALK/EOP 3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION. -
TYPICAL SIDEWALK AND ANY `DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION, ALL AREAS SHALL- BE
�� SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES:
`O METHOD OFTREE PROTECTION DURING CONSTRUCTION i'iEEL. CHAIR -RAMP DETAIL _ 18. CONCRETE STORM DRAINAGE PiPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
N SD 1 tJ-09 ri
RO AND INSTALLED 1N ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
NOT TIED SCALE =1 I1=1 19. USE `WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
NOTE: PAVEMENT SECTION MAY VARY CHLORINATED RUBBER ALKYD, "FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
DEPENDING UPON FIELD CONDITIONS. NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
° ° CONTRACTOR SHALL COORDINATE NIGHT .REFLECTING.
w/OWNER & GEOTECHNICAL 20. DUCTILE IRON SHALL BE CLASS 50.
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION. 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
12 12 STRENGTH OF 3000 PSI @ 28 DAYS - AIR ENTRAINED. ID _
CITY OF r Y _) L l Y i I 1 V GTO N 22. BY THEFIELDEOWNER. FURTHER BYSHALL BE TA
NE AREQUIRED DUETTOE
ATiNG FAIL FAILED ST WILLPBE FOR
PLAN VIEW PAID FOR BY THE CONTRACTOR.
f A V E 1 Y 1 E N T SECTION 23. SEE GEOTECHNICAL REPORT NO. ------- DATED ------ BY --------
----- FOR ADDITIONAL REQUIREMENTS.
NTS CONSTRUCTION SEQUENCE
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR z
1 /2„ 6'-1 1 " 1 2" EVERY RUN OF 3 FEET (1 VERTICAL TO 3- HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
7/8»0 HOLE EXPANSION JOINT INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. O
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
AT 30' iNTERVALS(TYP) BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
�►�t CONSTRUCTION.
( t*.f 4 R R TO BE INSPECTED AFTER EACH RAIN.
FRONT VIEW PLAZA AR A L ALL EROSION CONTROL MEASURES E
o SILT FENCE AND INLET_ PROTECTION ARE TO BE CLEANED WHEN"0.5 FEET OF SEDIMENT HAVE U�
.k JL ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE W
U)
t= SCORE(TYP) LAJL CLEANED OUT AS STATED OR WHEN HALF FULL. H H
" REINFORCI G: ' y 5._ IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
1 2 1 2
„ 4 - 4 REBAR - - } . DURING CONSTRUCTION. REMOVE' ACCUMULATION OF SILT AS REQUIRED- TO ALLOW PROPER ® Ot�
CONCRETE: - �- FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF' CONSTRUCTION, �-+ ' ref
4000 PSI @ _6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET' PROTECTION TO ACT AS SILT TRAPS
" 28 DAYS �: DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED 70 PREVENT -SILT -FROM -
SiDEWALK/CURB .5' Ln �_4 a ENTERING STORM DRAIN PIPING A
71 WIDTH x LENGTH x HEIGHT
„ 7. A 4 LAYER OF TOPSOIL .SHALL BE APPLIED TO ALL NEW TO BE GRASSED. �-+
9 X 7'-0" X 4 8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF O
END VIEW
PARKING AREA ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZD AREAS.%I-oyE-+
9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE
: W NO TO EXCEED 4" iN HEIGHT. __ -- 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
NOTE HEEL STOP T
STANDARD SIDEWALK DETAIL PLAN PROVE TO BE LESS EFFECTIVE. (14H M
SD 8-15 11, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. <4
WHEEL STOP DETAIL NOT To SCALE ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
NTS MAINTENANCE PLAN W H
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND Q
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS- THAN
LATE WINTER & EARLY SPRING
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF _ INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
TEMPORARY GRASSING _ .DETAIL "
EDING MIXTURE TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. --
SE THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING ,
�SPECIES RATE Qb acre) THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
Rye (grain) 120 ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
Annual .Iespedeza (Kobe in 3. SEDIMENT WILL BE REMOVED FROM ' HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK 0
Piedmont and Coastal Plain.
Korean in Mountains) 50 AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION -
Omit annual lespedeao when duration of temporary cover is not to extend WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. - ROCK WILL A cc
beyond June. BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. C\2
DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
SEEDING DATES. DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY _RAIN EVENT. _
- - Mountains - Above 2500 ft: Feb. 15-May 15 SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS- AND 'SOCKS
Below 2500 ft Feb. 1-May i
Piedmont- Jan. 1-May t ONCE A WEEK AND AFTER EVERY RAIN EVENT.
Coastal Plain -Dec, 1-Apr. 15 4, DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS_ '�
--i
SOIL AMENDMENTS FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST .BE O
TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF -�
Follow recommendations of soil tests or opply 2,000 ib/acre ground agricul ACTIVITY ASSOCIATED WITH A SWALE. Cz
turoi limestone and 750 Ib/acrq 10-10-10 fertilizer.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE_ WHEN IT BECOMES HALF FILLED. u
- MULCH THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST Q) O
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, BE STEEL. STAKE SPACING WILL BE 6 FEET <MAX. WITH THE USE OF EXTRA STRENGTH 44, O co
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD v-•I- Q0
USED AS A MULCH ANCHORING TOOL STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE S-, Lo Lo
DESIGNEDATLOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILLBEREPAIRED- 0 I I °
MAINTENANCE OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED dCO co
" e i growth is not fully adequate. Reseed refertilize and mulch im-
mediately OR IS DAMAGED. Z�
Rediatel f gr ty eq i
mediately following erosion or other damage. 6.- SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS ��-I
BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN } l _ I I zv
THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES -+--) O © z o
TEMPORARY SUMMER GRASSING DETAIL. WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE. TEAR, DECOMPOSE OR BECOME Y) r-I Wz
SEEDING MIXTURE INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN �{ (ll___ O 6JO-
4"X4" POSTS DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE, FLOATING SKIMMERS WILL BE ,SDI rz
�4PESdE�i .6f�_ acre) Uj
INSPECTED WEEKLY AND WILL BE KEPT CLEAN. N ' v
X GERMAN MILLET ao 7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS Imp 0 0-
" IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNDANGRASS MAY BE BEEN HALF FILLED WITH SEDIMENT. ROCK` WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT � oZ
SUesmuTED AT A RATE OF 50 LB/ACRE POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR 0 X
REPLACED IF THEY TEAR DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED " CIO
_ SEEDING NOTES PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF a"
MOUNTAINS MAY 15-AUG. 15 THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND i
r U ASPHALT PIEDMONT - MAY 1-AUG. is WILL BE KEPT CLEAN.
CO PAVEMENT COASTAL PLAN - APR. 15-AUG. 15
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
SOIL AMENDMENTS TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,0DO LB/ACRE GROUND AGRICUL-
VEGETATIVE COVER: ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDAR DAYS. ALL
8" CONCRETE PAD TURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
AT 3000 PSI W/ 9. FLOCCULATES WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS HOSES AND
% �6X6 - 6/6 W.W.F. MULCH INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY,
X I APPLY 4,000 LS/ACRE STRAW. ANCHOR STRAW BY TACKING WiTH ASPHALT. NETTING. a
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SEr NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL SPRING -SUMMER
9.5' MAINTENANCE PERMANENT GRASSING DETAIL
PLAN
RETERRUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTIUZE AND MULCH IM-
MEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
SEEDING MIXTURE -
SPECK` RATE u)Zacre)
PENSACOLA BAHIAGRASS 50Q��
\\. `N p� /,�
"....
Q .. • • F ESS / .
p i
FALL -WINTER
PERMANENT GRASSING DETAIL
SCO�MMON BERMUDA GRASS CRASS 10
S E A L
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
GERMAN MILLET 10
TALL FESCUE
-
- 17374
ENCLOSURE GATES
2" xs CAP W/CROSS-BRACING
SEEDING MIXTURE
,SPECIES RATE {b/acre)
(BLEND
SEEDING NOTES
/i FA/G
-
SPECIES RATE fib/acre)
Rye (grain) 120
TALL FESCUE OF TWO OR
THREE IMPROVED VARIETIES) 200
RYE (GRAIN) _ 25
1. WHERE A NEAT APPEARANCE IS DESIRED, _OMIT SERK:EA
2. USE COMMON BERMUDA GRASS ONLY ON ISOLATED SiTES WHERE IT CANNOT BE-
COME A PEST. BERMUDA GRASS MAY BE REPLACED WiTH 5 Ib/ocre CEMiPEDE GRASS.
i
�j /.... • • •'
SEEDING DATES
00 SEEDING NOTES JANUARY - APRIL SEEDING DATES
MOUNTAINS - AUG. 15-DEC. 15 AUGUST - DECEMBER APRIL i - JULY 15 n
COASTAL PLAN and. FIEDMONT -AUG. 15-DEC 30 DATE 06- 1 7 - 1 2
SOIL AMENDMENTS C, I
SOIL` AMENDMENTS DESIGN PGT
CONCRETE 4"X4" POSTS HORIZONTAL
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB ACRE GROUND AGRICULTURAL
/
LIMESTONE AND 1,000 LB/ACRE 10-10-to FERnuzER.
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS. OR APPLY 3.00D-5,000 lb/acre
GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND
1,000 Ib/ocre 10-10-10 FERTILIZER.
MULCH
APPLY LINE AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 Ib acre
/
GROUND AGRICULTURE LIMESTONE AND 500 lb/acre 10-t0- Z
ky
DRAWN GJVU
FOOTINGS (TREATED) WOOD SIDING
-
pp
ELEVIITIONS
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
APPLY 4,000Jb acre GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW Bt°TACKING WITH ASPHALT. ROVING. OR NETTING OR BY CRIMP-
ING WITH A'MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL
MULCH
APPLY 4,000 ib/ocre GRAN STRAWOR EQU F UERZOSUIT2ABLE
C2
USED AS A MULCH ANCHORING TOOL
MULCH. ANCHOR BY TACKING WITH ASPHALT, R NO. OR NETTING OR BY CRIMPIN
WITH A MULCH ANCHORING TOOL A DISK LADES SET. NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL --'-
:�---
MAINTENANCE
MAINTENANCE
0 P TER PAD &ENCLOSURE DETAIL
U M S
Repair and refertilize damaged areas immediately. Topdress with 50 lb/acre
of nitrogen in March. If it is necessary to extend temporary cover be nd
FERTILIZE ACCORDING TO SOIL -TESTS OR APPLY 40 Ib/acro NITROGEN IN JANt1ARY
OR FEBRUARY, 40 lb IN SEPTEMBER AND 40 lb IN NOVEMBER, FROM A 12-4-8,
MAINTENANCE
t
SHEET Z OF Lt
NTS
June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal Plain
or Korean (Mountains) lespedeza in late February or early March.
16-4-8, OR SIMILAR TURF FERTILIZER. AVOID FERTILIZER APPUCATiONS DURING
WARM WEATHER, AS THIS INCREASES STAID LOSSES TO DISEASE. RESEED, FERTILIZE,
REFERTIUZE-THE FOLLOWING APRIL WITH 50 Ib/acre NITROGEN. REPEAT AS GROWTH
REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS
AND MULCH DAMAGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCHES
AS NEEDED.
DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED.
11039

NOW OR 'FORMERLY
REVISIONS
ssso No. B
Date Description y
64 17 9�p�
NO
WIREGRASS R N
RD. IR.
Op
�
/ APPROX. LO�ATION OF
EXIST. 8" WATER- MAIN
QED Approved Construction Plan
SIDEWALK / \N Name Date
R�
RO OSED 5' E TRIAN
/ / / � / / -- AccE s EASEM NT LOCATION MAP
/ Planning
REMOVE/REC OCATE EXIST. OAKS {4) O�RI=C fLY UNDE / �8 / SS MANHOLE \ I NOT ro sca�E
,.- _ �' � �' / RIM 41 .05 Traffic
POWER -LINE. RETAIN REMAININ-G'OAKS AS SHOWN. GE XIST.,SMITARY SEWER
-REMOVE EXIST. 11C�'AK INV.-
/ Fire
\ APPROX. LOCATION OF EXIST.
FIRE HYDRANT
ISLET PROTECTION EXIST.
/ �, •� MEND .. � / /- PE' CONC. PAD '� /-' '° • '• :•. ° °�, \�' \ .
lVI Psti / /
W/ SI�AIAL ANDICAP RAMP o SITE DATA.
crrY
QpGE / / / / / �'' g\,\G / / C.QMTROL/ / �, (SEE DETAIL) OARON
(�PROPERTY' OWNER VANGUARD VENTURES
Pv -XIS I•Pd•G'DRIVEWAY MANHOLE / / �/ / ;,. U°Y \ 5832 MARKET STREET
� " PROJECT ADDRESS.- TO BE REMOVED R 40.82/ r�\ Y XIST. BACKFLOW PREVENTER - < 5�' • iii /PIN NUMBER 314815.53.4932
/ IN �`...g „�'' G \ XIST. WATER METER CONNEC-1'OR SIDEWALK EXI / . 4 -�''� ' � Public Services* Engineering Division TAX PARCEL NUMBER
R05010-001-010-OQO
TOP 4 "E'' `i ✓ ' /. AREA NOT IN A FEMA 100—YEAR FLOOD ZONE: RB
/ ..2`, ,�", f , ,,, , %/� r, \ \ 6x46 SITE DISTANCE. TRIANGLE APPROVED DRAINAGE PLAN ZONING DISTRICT
SON tf4�/. 38.
GP�j..`/' \., \ D AREA 17,013 SF
INV. 38.22, / �: SIG /� \ Permit DISTURBS
w / , / �\ \ ` Date.------------ _ #-----------------
/ EXIST. DI p,P / E
� •° • y / / � \ � � , . \ � \ Signed: REQUIRED BUILDING SETBACKS FRONT: 25
• °• � '� \ APPROX. LOCATION OF EXIST. g---�---'--'--------------------------
/ TOP 40 0 4 % \ 1� / REAR: 0'
INV. 3'6`.75 °. / \ \\ �., \ \ \ ,� WATER SERVICE SIDE: 15'
INLET / a.. '_ �' P \\ I ) \� \\\ \ \
PROTECT-ft'f(J \ \
' ' .. � f \ STRIPIN TO MEET w \%`-a
/ \ PROPOSED BUILDING SETBACKS FRONT: 78
\\ /. \ REAR: 150'
INV. 37.5 / / ' \ MUTCD TANDARDS \\
EMOVE/RELOCATE EXIST. PALM TREES SIDE: 31.8
XIST. LIGHT POLE \ / \ \
�j \ TRACT AREA 42,929 SF (0.986 AC) _
�.,,- � / / / � � �� �0• TO BE RELOCATED / \ /j.' �\ \ ti \\
AS SHOWN \ :/'� \
\, '��, �\ \ \ ONNECTOR SIDEWALK 5 400 SF
\\ EXISTING BUILDING AREA
(2 PRE) �p �/\, �,. \ PROPOSED BUILDING AREA 1,950 SF
P /( \/%\ ROPOSED 5 SIDEWALK
�9 \ S,00 PSP / \,® \ BOUILDING ILOT COVERAGE (7,350/42 929)NT) 7,350 SF
E / 17 1
/ ® / \ E pG / f,\�
EX�S�A� (23) \\ �1. c\f NUMBER OF UNITS 201
ROPOSED 6 CONCRETE
z z
A' .'� / ,. / �O�Q'� j\/ ` _ �`�� \\ •O \ \ A \ ° \\, ._* \ \ \ STAND—UP CURB BUILDING HEIGHT
NUMBER OF STORIES 1
PER / << \ \ oo \� \\ � ,, \ ' ; \ 20x7O SITE "
® \ , FLUMQo' \ i \ / . �i \\ % \. 40.57
�/ \ \ � a \\ \ � .. DISTANCE TRIANGLE EXISTING IMPERVIOUS AREAS: 0
\'� :' \ XIST. 15 FES EXISTING BUILDING 5,400 SF
/ \ \\ ` \ ` i \ ® '� \\ \ INV 38.90 EXISTING ASPHALT 24,485 SF
,-�� �� \ \ ° Q \\ /f 4/ XISTING DRIVEWAY EXISTING CONCRETE 1,445 SF U
��\ PIPE TO BE REMOVED EXISTING IMPERVIOUS AREA 31,330 SF (73%)
DRAINAGE AREA No. 2
DOOR \\ \ \ PROPOSED IMPERVIOUS AREAS: E—+
/ \ PROPOSED WHEEL STOP / / \ ° 4 30,623 SF
f / / \� \\ \ \ XISTING DRIVEWAY PROPOSED BUILDING 2,006 SF
(TYP) , °. \ . \\ TO BE REMOVED PROPOSED- ASPHALT/CURB 1,601 SF`
/ \ \ �'\\ ONE C�. c,� PROPOSED CONCRETE 2,179 SF
EXIST.o \ \ PROPOSEDIMPERVIOUSAREA 5786 SF (13%) W z
STORY BLOCK o
/ RELOCATE EXIST. WHEEL � � '� `. - � BUILDING \ ' ' PO D "RADIUS TYPE" DRIVEWAY 'IMPERVIOUS AREAS TO BE -REMOVED:..
/ l �\ FFE 41.50 % 25. MA1�CH IXIS�. GRADE 41 127 SF 0'
STOPS AS NECESSARY , / \ \ \\ENCLOWRIE DOOR � O -
\ BUILDING-
� �, ASPHALT 3,085 SF
W E—+
ROPpSED\ 15 RCP
PR
> r, �\\CONCRETE 701 SF
p� ' / \ IMPERVIOUS AREAS 3,913 SF (9%)
0 _ HVA`� Z � RO OSED\ SD N, •� _
1
/ \` I�HT (2)CONCRETE BOLLARDS '
\ ', � \��'' 1 2 ` .RIM 4\1.2t °�, r-+
\ EXIST. 6 % LE ' �` (MATCI� EXIT. RADE)_ IMPERVIOUS AREAS, AFTER DEVELOPMENT. �—+
TOP "41. 3 P.) 25.00 �� N INV 38 85 \ , a
\ \ INV. 37. \\ ,�� c�\ \ \ ASPHALT _ 23,001� SF
\� EXIST '1 A 3 \ \ SS MANHOLE' \ CONCRETE 2,923 SF Q
o r ' '�1' \ oC ,\a \ l RIM 41\27 IMPERVIOUS AREAS 33,203 SF (77%)
NVf�C y \ i INV. \ \
\` 12"P\ ` APPROX. LOCATION OF •
,, _ PARKING REQUIRED
/ . \ op \ EXIST. 8 SS SERVICE MINIMUM: 1 /500 7 350/500) 15 SPACES
i\ \ DIRECT ROPOSED ROOF DRAIN / /Y \� \ ( ,
\ � \ � \\ - , v � °° SFw -R -^ 1 ' • o o � �'� \ � MAXIMUM: 1 /200 {7,300/200) 37 SPACES
\ \ TO EXISTING VEGETATED Exis 'sj \ s ROPOSED SEWER PARKING PROVIDED:' 28 SPACES
\ LANDSCAPE ISLAND � \p o o °. \
\ �\\ � �.�' -c�EA. UT RvicE CLEANOUT
\ \ -� SE1 (TYP.}» 1 Q .�\� \ \ \ \ SEE DETAIL URBAN
� t ( ) LAMA LAND USE:
\ TOP 40.93 / \\ _VE .I OOR _ _ )@52 STRIPING TOM \ o \ \ \ \ ROPOSED SEWER Cc
\ \ INV. 38.3�3 / jOF� / /' / J MUTCD STANDAR \ SAMPLING STATION W: _ _0 GPD
\ S EXISTING WATER FLOW:
(SEE DETAIL) EXISTING SEWER FLOW: 0 GPD ccS
/ \ I PROPOSED WATER FLOW:
�.\ \ \ \ 5 FES / 25 GPD x 6 EMPLOYEES x 110%) 165 GPD
\ (I! ��' • 12'x25' LOADING / / O \
\ \ / �� pPR �`5„ o \ \ \ INV 38.82/ PROPOSED SEWER FLOW: p
SPACE / pNP 2� \ \ / 25 GPD x 6 EMPLOYEES) 150 GPD
\ EXIST. DI O
Xis .. " -'\'-.--
\ REMOVE EXIST. TOP 39.87 / ti \ \ \
\ GREASE TRAP INV. 38.07 / \ \ \ \ a � � � \ 20x70 SITE � C? •-+
G / \ \ r DISTANCE TRIANGLE LANDSCAPING REQUIRED: � o �
\ / CONCRETE BOLLAR 9 , g 0 \ � , S \ \ LANDS O �-, ---) -1 Q0
EXIST. FIRE HYDRANT \ �_ — rl /I \ \ CM f , \ \
/ \ \ � W � � � .INV.\ 38.81 STREETYARD: (MARKET) REQUIRED PROPOSED Cj � � Lou
�� �J \ \ \ (139.53-0*25/2) 1,744 SF 1,747 SF co C �
INLET PROTECTIO //� ,, :. /\ o TOP 4 0.6 < /' \ \
( �,, \ \ / REQUIRED PROPOSED ifl
37. \ �\ STREETYARD: (CARDINAL)
* 2,876 SF 2,902 SF
/ \ / / (308.13-30-12-36 25/2) 0 I I z"
\ \ 3»0� \ �� N %,.-� 216) �/ /� _ - \ EXIST. \ oz °
Wz
\ / SANITARY SEWS bO M C)a�
\ Z \ \\ 1, �R• N \ \ �� �- \ \ 1 INTERIOR LANDSCAPING:
loft
REQUIRED 1P��0 0SF D �W
PROPOSED f� ' ` O >I�z
\ ORIGINALLY BUILT WtTH \A�N\EX
=f " � \ \/ ) FOUNDATION PLANTING: REQUIRED � ,-a � � O
\ STORMWATER EXEMPTION I MPSTE \
\ / AD TO BE 0 \ / �4 SOUTH (90,04*20*-12%) 216 SF 216 SF v
/ \\
ELOCATED �t� \ .INLET P-R�6TECTIO \
\ EAST 20.67*20* 12%
\ EXIST. Cl � � � \ ,:{ / -- \ �g \ ( °) 50 SF 109 SF
TOP 4,1-1-5 \\ \ \ \ / \ \ \ ANDICAP RAMP
INV. /37.63 \\ \\ , S O / % `�/i • . SEE DETAIL
\ \ EXIST. NCDENR `\ � �. p..�� 0 � i / ,� �i, -... \
SW PERMIT No. SW8000647 / / \\ \ �- j // i �i�i ; •: \ (TYP. ALL SIDEWALK CROSSINGS)
EXIST. IMPERVIOUS 6,969 SF / / r f� ' \ \ INV. 38.94 LEGEND
\ \ DRAINAGE ARE No. 1 /�` / NOTES. \ / � �% � � � \
MATS ARE TO BE INSTALLED ON ALL WHEELCHAIR RAMPS. ALLOWABLE IMPERVIOUS 10,16� ,\\ `�/ �� �//�� / j
1) TACTILE WARNING M /`
-W AND FOR DRIVEWAYS / \ \\ / i ; 1Z,306 F � � .� �rj �• � \ APPROX. LOCATION OF EXIST.-�-------32--_---- -XISTING CONTOURS
2) ALL PAVEMENT 'MARKINGS IN PUBLIC- RIGHTS -OF -WAY \ \ORIGINALLY BUILT WITH 42/� I _ \ \
ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS. STORMWATER EXEMPTION �� FIRE HYDRANT LIMITS OF DISTURBANCE
E RIGHT-OF-WAY ARE '� / I // i / / F
3 ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE \ �- / \\\��t+i
IN ACCORDANCE WITH MUTCD \ / f
TO BE MAINTAINED BY THE PROPERTY OWNER , //� -/ I f� //�, ���� cM�
f \S� TEMPORARY SILT FENCE ����\� CAR��
STANDARDS. ((/ -�- %.- w� p,SEM GE � �/•r�j \ —" — x _ ��p�'.•oF�ssr `' '
KINGS AND LANE ARROWS WITHIN THE PARKING \ \ / ,' \\ f \ ¢
4) ALL PARKING STALL MAR / �� _ C:G�SS 56 PP j j / ®'� \ , \ \ \ Q
AREAS SHALL BE WHITE. (175) LANDSCAPING w/AREA
PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC \ \ / /
AND PAVE / � 50 p,P gO0 6� jam/ -� � / .•� 1�9 •�� � I \ \\ \ _ � ..• 17374 Q- -
5) ALL SIGNS M
ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) PROPOSED SPOT `ELEVATION
,--'\ < ''•. F �•.•'•
STANDARDS. \ / c�� g''`� \
CUT OF A CITY EXIST. 1 i / e 6 2 \ \ \ NGINE '`
6 A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN/ ,� RUN OFF DIRECTION '� /�0 ''•••••••'•y
IN CERTAIN CASES AN \ 1�� \ ; \ \ �''�� GREG�FZ
STREET. CONTACT 341-5888 FOR MORE DETAILS. / \� ' MANHOLEo S69
BEING OPEN CUT MAY BE REQUIRED. TOP 4�.74 N ��% \ \ \ _PROPOSED GRAVEL /0"'I"'1�\\\\
ENTIRE RESURFACING OF THE AREA BE / ./
PER CITY AND NCDOT STANDARDS. TRAFFIC / \ INV. 37,54 I 2 \ \ \ \
7) INSTALL REFLECTORS \ ' ti� , / �fi 14"G /
ENGINEERING MUST APPROVE OF PAVEMENT MARKING LAYOUT PRIOR TO / �� \ \ DATE 06-19-12
ENGINE �- NOW OR FORMERLY \� \ FOUNDATION/STREEiYARD DESIGN PGT
ACTUAL STRIPING. \ \ ���/ \ /i S /-A EASTWOOD DEVELOPERS, L.L.C. \ \
ENGINEERING AT 341-7888 FORTY—EIGHT HOURS PRIOR �}- , /Ci \ \ \ \ \ \ DRAWN EJW
8) CONTACT TRAFFIC / ' // > BOOK 2080 PAGE 0221 \,
TO ANY EXCAVATION IN THE RIGHT OF WAY. / W�. \
\ \ / CARDINAL TRADE CENTER \ \� \ \ \ _ TREE TO S ..,�.. _��.,
9 PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE / / INV. 39.13��, FUTURE DEVELOPMENT \ I\
PROTECTION FENCING WILL BE INSTALLED AROUND ` PROTECTED TREES OR / 'a \ \ \
(NEED NOT BE DEVELOPED) � �
GROVESOFTREES. / /
- TOOLS MATERIALS OR VEHICLES ARE / CONDO .BOOK 10 PAGE 360 \ � � \
10) NO CONSTRUCTION WORKERS, TOO \ \
PERMITTED WITHIN THE TREE PROTECTION FENCING. DIVISION OF LOT 2 TRACT "B" FILIPPINI TRACT �� \
\\ \ \ BAR SCALE 1 "=20' ��a
1-1) ALL PROPOSED VEGETATION WITHIN THE SIGHT TRIANGLES SHALL NOT /
INTERFERE WITH CLEAR VISUAL SIGHT LINES FROM 30"-10'.
_ SHEET 1 OF 1
\ \ \ \ \ 20' 10' 0 20' - 40, so' 11039