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Copyright ©-2007 Oakley Collier Architects, P.A. These drawings are the property of the Architect for use under his supervision. No reproduction or other use is allowed without permission.
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, i•. 0 0 1 i. •.i NOTE. 28~ . / • APPLICABLE AT ALL POINTS OF INC OF INGRESS & EGRESS
~ • • ~ • • • • • ~ • • • • • UNTIL SITE IS STABILIZED FRE UE~ . . . . . 3.23 goo.. ~ ' FREQUENT CHECKS OF THE
30 0 15 3n 6n ~~n • ~ , , DEVICE AND TIMELY MAINTENANCE I ~n • 'NANCE MUST BE PROVIDED. Q i
i • 3.717'...'. ~ . 31J~ 3/ o~
308
/ 3A7 / 0 z
(IN FEET)
BEDMABYTATION ER0610N CONTROL NOTE C~14AD~N1K3 MO7~ 1 INCH = 30 FT. :ag` z
I. NAF~ATNE~ J
1. ALL CONSTRUCTION TRA THIS PROJECT CONSISTS OF THE DEVELOPMENT OF 2.88 ACRES OF LAND IN AVON, NORTH 2. PRIOR TO COMMENCEM CAROLINA. THE DEVELOPER INTENDS TO CONSTRUCT A 12,427 SF RETAIL BUILDING WITH ONE (1) CONTROL MEASURES ID 1,920 SF 4-BEDROOM APARTMENT. THE PARCEL IS ADJOINED ON THE WEST SIDE BY MILL CREEK AND NCDENR REGULATI CANAL. THE SITE IS RELATIVELY LEVEL AND PARTIALLY WOODED. APPROXIMATELY 105,499 SF ION TRAFFIC SHALL UTILIZE THE CONSTRUCTION ENTRANCE AS DESIGNATED. PROPOSED R
~ENCEMENT OF ANY LAND DISTURBING ACTIVITIES, ALL EROSION AND SEDIMENTATION BUILDING DITCH NC HWY 12 NY 12 V
IRES IDENTIFIED ON THIS PLAN SHALL BE INSTALLED IN ACCORDANCE WITH THIS PLAN FFE=8.1' ~ ~
GULATIONS. O
(2.42 ACRES) ON-SITE AND 5,895 SF (0.14 ACRES) OFF-SITE ARE TO BE DISTURBED. ALL 3. THE CONTRACTOR SHAL INFRASTRUCTURE CONSTRUCTION IS SCHEDULED TO BEGIN IN DECEMBER 2007 AND BE AS TREES SPECIFICALLY R SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS OF LAND DISTURBING AS WELL O Z
COMPLETED WITHIN THREE MONTHS. THE SITE IS ACCESSED BY AN EXISTING GRAVEL DRIVEWAY, ACTIVITIES. IFICALLY NOTED FOR PROTECTION ARE NOT ADVERSELY IMPACTED BY ANY CLEARING q EXISTING
WHICH WILL BE IMPROVED TO MEET CONSTRUCTION ENTRANCE STANDARDS. SILT FENCES ARE PROPOSED TO CONTAIN ANY MOVEMENT OF SOIL DURING CONSTRUCTION. THIS PLAN ILLUSTRATES 4. PROVIDE A GROUNDCOV SILT FENCES LOCATION. SHOULD THE NEED FOR ADDITIONAL FENCING BE DETERMINED DURING DAYS FOLLOWING COMP CONSTRUCTION, IT WILL BE INSTALLED AS DIRECTED BY THE ENGINEER OR NC DEHNR AGENT. DISTURBED AREAS WITHI N. ~OL~ FOLLOWING COMPLETION TOP OF BANK 12" HDPE PROPOSED I..L
UNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHING 21 CALENDAR 12" NCDOT #57 INV 3.26 2' RET. WALL TOP EL = 5.0' EX. 15" RCP INV 0.88' ¦
COMPLETION OF ANY PHASE OF GRADING; AND A PERMANENT GROUNDCOVER FOR ALL ON FORESLOPE 5' ~S WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) TO BE REMOVED
PLETION OF CONSTRUCTION OR DEVELOPMENT. NOTES: Irk
SOIL TYPES AS MAPPED IN THE SOIL SURVEY OF DARE COUNN: 5. IF ADDITIONAL MEASURE DUCKSTON FINE SAND (DtA) BE INSTALLED AS DIREC COROLLA-DUCKSTON COMPLEX (Cr8) 6. SOIL EROSION AND SED IEASURES TO RESTRAIN EROSION BY WIND OR WATER ARE REQUIRED, MEASURES SHALL F~ ~ r 1. CHECK DAMS SH S DIRECTED BY THE ENGINEER OR DARE COUNTY. Z Z o
MONTHLY AND A SIGNIFICANT RAIN AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED AS EXISTING NCDOT CLASS 'B' 2• ONCE THE UPSTR 4MS SHALL BE INSPECTED ~'T~I AND AFTER ALL NTS O W
JT RAINFALL EVENTS. Q oftwI Q
NECESSARY BY THE CO N' OONSTRUCTION ~EaJENCE~ 7. LIMITS OF SLOPES AND THE CONTRACTOR. DITCH INVERT RIP RAP THE DITCH HAVE UPSTREAM PORTIONS OF 6' 10' 6' i HAVE BEEN FILLED, mp% >Well
3. ROCK SHALL BE ES AND GRADING SHALL BE IN ACCORDANCE WITH THE LIMITS SHOWN HEREON. A STOCKPILED ON NEEDED BY THE RE TO BE FILLED SHALL BE RAISED IN COMPACTED SEQUENTIAL LIFTS NOT TO EXCEED ALL BE REMOVED AND
OBTAIN PLAN APPROVAL. .D ON SITE FOR USE A 3Y THE OWNER. TO MILL 4 TOP EL=4.5 EL=4.1 p TO PARK. LOT (D
FLAG OR STAKE WORK LIMITS. 8. AREAS WHICH ARE TO CONTACT ULOCO FOR LOCATION OF UNDERGROUND UTILITIES. 8 INCHES IN DEPTH. REEK CANAL _
BY THE ENGINEER. )EPTH. FILL MATERIAL SHALL BE CLEAN GROUP 1 SANDY FILL AND SHALL BE VERIFIED TYPKiAL C'~'~G~K DAM ~TAL =R• NTS J
HOLD PRE-CONSTRUCTION MEETING. INSTALL SILT FENCING. ~ ~ BOTfOIA E1=3.0
COORDINATE WITH ENGINEER TO ESTABLISH ANY AREA OF SELECTIVE CLEARING. 50 LF 8" PERFORATED I?- VARIES
CLEAR LOT OF EXISTING VEGETATION AS SHOWN. SEED, FERTILIZE AND WATER DISTURBED AREAS TO STABILIZE. HDPE IN RIVER ROCK BED
IMPROVE GRAVEL CONSTRUCTION ENTRANCE AND SILT FENCING. 1. ALL STORM SEWERS SH PLACE, COMPACT AND TEST ALL FILL MATERIAL PURSUANT TO GRADING PLAN. .RS SHALL BE PLACED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ~3T~O1F'~I~Iwi4TER ~i4~11 DIEri4L
INSTALL AND TEST ALL PROPOSED UNDERGROUND UTILITIES. 2. DROP INLETS SHALL BE NTS z = Z
STABILIZE DISTURBED AREAS WITH TEMPORARY VEGETATION. TALL BE CONSTRUCTED PER NCDOT 840. 3
COMMENCE CONSTRUCTION OF IMPROVEMENTS. 3. ALL OPEN PIPE ENDS S SEED, FERTILIZE AND WATER DISTURBED AREA TO STABILIZE AS NOTED IN SECTION IV. END SECTIONS AND FLU REMOVE SILT FENCES ONCE PERMANENT VEGETATION IS ESTABLISHED. TWELVE INCHES IN DEPT ENDS SHALL BE FITTED WITH A FLARED END SECTION OF THE SAME MATERIAL AND SIZE. 6" CURB A e TOP AT EL CURB AROUND O O AT EL 4.5'
ND FLUMES SHALL BE PROVIDED WITH TEN CUBIC FEET OF CLASS "B" RIP-RAP, PLACED ? 6" CURB AROUND w
IN DEPTH. #5 BARS ~ 3" TOP AT,1I EL 4.5' Y
N SEDN~ENTAl10N AND EROSION OOWT'ROL NOTES 4. INSTALLATION OF STORM REQUIREMENTS STIPULAT 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ULOCO (800-632-4949) TO LOCATE STORMWATER MANAGEMENT MEASURES SHALL BE IN ACCORDANCE WITH THIS PLAN AND N'F~1'~M?Y1'~P~IAI~B~R~'K~ 1I. I~~I., IL 34ic. ~ ~ aa. a a z ' z a a O ~ z_
STIPULATED BY THE DIVISION OF WATER QUALITY STORMWATER PERMIT. SPECIES RATE d.. a ll:Jj a~ ~ Y
UNDERGROUND UTILITIES. 5. RUNOFF FROM CONSTRU BASIN BOTTOM SHALL B 2. ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION ENTRANCE AS DESIGNATED ON THE PLAN. ;ONSTRUCTION ACTIVITIES IS TO BE DIRECTED TO THE STORMWATER BASIN, THE ENTIRE K-31 FESCUE 3 LB/1000 SF a: o e e .
HALL BE TILLED/DISCED TO RESTORE INFILTRATION ABILITIES. COMMON BERMUDAGRASS 1 LB/1000 SF a' Q a. e v '
6. ALL DRAINAGE STRUCTU 3. ALL REMOVAL AND DISPOSAL OF SITE DEBRIS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND THE EXCEPTION OF THE WINTER RYE GRAIN 3 LB/1000 SF fRUCTURES TO BE BUILT IN PLACE IN ACCORDANCE WITH NCDOT 840.15 & 840.01, WITH t
SHALL BE REMOVED BY THE CONTRACTOR TO AN OFF-SITE LOCATION. OF THE STRUCTURE SHOWN IN THE BYPASS. ~Y ~ _ ~Y ~ . ~ ` ` 15" H E RIM = 4.0 15" HDP IDP O X ~ O
SPECIES RATE z N VARIES g" X
4. AREAS WHICH HAVE BEEN DESIGNATED IN THE PLANS TO REMAIN UNDISTURBED SHALL BE IDENTIFIED PRIOR TO CLEARING. IN ADDITION TO SECTIONS SHOWN WHERE ALL VEGETATION IS TO REMAIN, ~ATFR MANA ADDITIONAL SPECIMEN TREES MAY BE SPECIFIED AND FLAGGED TO REMAIN. r a
I~l~~(~~f~A~;E~~ K-31 FESCUE 3 LB/1000 SF COMMON BERMUDAGRASS 1 LB/1000 SF CO I
1. UPON ACCEPTANCE BY T Q 5. NO BURNING IS PERMITTED ON SITE. MAINTENANCE SO THAT J 6. NO BORROW PERMITTED FROM THE SITE EXCEPT AS NECESSARY FOR GRADING OPERATIONS. 2. AFTER EVERY RUNOFF P SYSTEM FOR EROSION, 7. EVERYTHING WITHIN "PROJECT LIMITS" ESTABLISHED BY ACTUAL ADJACENT PROPERTY LINES SHALL BE INSPECT THE INFLOW ST CLEARED UNLESS NOTED TO REMAIN. CONTACT THE ARCHITECT IF UNCLEAR. OR DETERIORATION. RE SPECIFICATIONS E BY THE OWNER, IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE NECESSARY GERMAN MILLET 3 LB/1000 SF N o" o
THAT THE STORMWATER SYSTEM WILL FUNCTION AS INTENDED. RIM = 4.~ a 6" Z O
DOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY, INSPECT THE INFILTRATION ~ - ~ t e Q a
)SION, TRASH ACCUMULATION, VEGETATIVE COVER, AND GENERAL CONDITION. ALSO SPECIES RATE 'LOW STRUCTURES, CURB & GUTTERS, FLUMES, RIP-RAP, AND BASIN FOR OBSTRUCTION a co
iN. REMOVE ANY BLOCKAGE AND REPAIR THE STRUCTURE TO APPROVED DESIGN K-31 FESCUE 3 LB/1000 SF
8. STORMWATER RUNOFF DRAINS TO MILL CREEK CANAL WHICH IS CLASSIFIED AS SA WATERS AND IS IN WINTER RYE GRAIN 5 LB/1000 SF 1 " WEEP HOLES Y PLAN n 0
THE PASQUOTANK RIVER BASIN. 3. REPAIR ERODED AREAS I MOW VEGETATED COVER \REAS IMMEDIATELY, RE-SEED AS NECESSARY TO MAINTAIN ADEQUATE VEGETATIVE COVER, 80L,µ~,p~~g 0 N
~ 9. EXISTING TOPOGRAPHY INFORMATION BASED ON THE SURVEY INFORMATION OBTAINED BY ALBEMARLE AND NEEDED. S00 SHALL NO ASSOCIATES, LTD. ON SEPTEMBER 25, 2007. COVER TO MAINTAIN A MAXIMUM HEIGHT OF SIX INCHES, AND REMOVE TRASH AS APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR OR
TALL NOT BE PLACED ALONG THE BOTTOM OF INFILTRATION BASINS. APPLY 500 LB PER ACRE OF 10-10-10 FERTILIZER. 6" CURB AROUND ~ ~ ~~A~ 1) IYW/P7VLG NOTE&
4. CHECK FOR SEDIMENTATI ~ WITHIN THE SYSTEM, RE WALLS AND STRUCTURES uIENTATION WITHIN THE BASIN ANNUALLY. IF DEPOSITION OF MATERIAL IS OBSERVED ~i TOP AT EL 4.5' 1. MORTAR JOINTS 1 /2" f 1 /8" T SECTION X-X ~ ~ i,, 2. USE CLASS "B" CONCRETE THRO Q 1/8" THICK.
'EM, REESTABLISH DESIGN GRADES AS INDICATED ON APPROVED SITE PLAN.INSPECT BASIN 1CTURES TO ENSURE THAT THEY ARE MAINTAINED AT THEIR DESIGN ELEVATIONS. IF USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL ,NNEL 3. USE FORMS FOR CONSTRUCTION FE THROUGHOUT.
EROSION OCCURS, REES v~ i, REESTABLISH DESIGN ELEVATIONS AS INDICATED ON APPROVED SITE PLAN. LINING MATERIAL TO COVER BOTTOM AND SIDES OF SWALES. tUCTION OF BOTTOM SLAB. ~ ~ z Y U E BLOCK WHICH COMPLIES WTIH
Q 5. REFER TO INFILTRATION THE INFILTRATION BASIN. ANCHOR MATTING PER MANUFACTURERS RECOMMENDATIONS. ATION BASIN OPERATION AND MAINTENANCE AGREEMENT FOR REQUIRED MAINTENANCE OF HYDROSEEDING IS ALSO AN ACCEPTABLE METHOD OF -S' RIM = 4.0 RIM = 4.1 4. USE BRICK OR CONCRETE BLOC S• THE REQUIREMENTS OF SECTION SECTION 840 OF THE STANDARD o ~ o o v ~
I BASIN. TEMPORARY STABILIZATION p SPECIFICATIONS. 5. IF REINFORCED CONCRETE PIPE E PIPE IS SET IN BOTTOM SLAB SCALE:
...~..s.......,. OF BOX. Ann T(7 SI AR AS CHn ,s SHnWN nN STn N(1 R4n nfl
am &Q 292299999990= -A&MMMI&. ow Am"Mulumb, Aw- -19a AV w Mn.Mow~.e p 6. INSTALL (2) 1" WEEP HOLES AS 1 )LES AS DIRECTED BY THE 30
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. IMENT. ~ 5~ ENGINEER.
NC) T R INSPECT AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING WITH 50 LB/ ACRE NITROGEN. 8 7. FOR 81-0" IN HEIGHT OF LESS, 8. CONSTRUCT WITH PIPE THROATS LESS, USE 8" WALL. HROATS MATCHING.
9. USE TYPE "E", '*F" AND "G" GRA °G" GRATES UNLESS OTHERWISE SHEET:
INDICATED.
~CJNSTRUCTIOIV Ile SECTION Y-Y 10. CHAMFER ALL EXPOSED CORNE a9op i Vm ET CORNERS 1".
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• I • II 1 • . • • • . t . . - . , . . , • II 4 AFF U. GENERAL NOTE:
t ~ . . ' WIN WH A DO D HEAD Prior to construction
~ 5' ~ ~ ~ r ~ t start, Contractor shall verify & be responsible
S . • • • for all Dimensions
Revisions
, I ~ • . r: • I-4 AFF . , • . • • • , .•I. , . . • ~ . ' • ~ • . • ' . ~ ~ . • • ' • ' . ~ ~ WIND W ILL .F.
0 5 51LL
FINI H F R ' . L 0 D 00 S . - FINIHF . 00 G NISH FLOOR
Q L Dote Project No.
10rT ?a ^m7^ E`7
U VVI L- %I# V/VZ)/
0 2007
Drown Sheet No.
REAR ELEVATION i~a11- i I o° J H
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n 0 T.D.O.
Sheet Title
ELEVATIONS
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