SW8211201_Approved Plans_20220609

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PARCEL ID it R03600-005-008-000 ......... .,E„.. . ....... ............„ . . . .. .
i REQUIRED PARKING: ANIMAL SERVICES . . „... ...... ..... ... . • .. . ....
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.. . PARCEL PIN#: 326018,40,7924.000 ' 4 SPACES PER 1,000 SF PROPERTY LINE
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SITE ADDRESS: 8130 MARKET ST ' TOTAL PARKING REQUIRED: 14,000 'SF/1,000 SF x4 = 56 SPACES
.,- PARCEL OWNER: WLM PROPCO LLC , TOTAL PARKING PROVIDED: 59 .. • „o„ ---,„,-. . ,-.0,_ DISTURBED AREA LIMITS
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„, : PARCEL AREA: 3.23 AC (140,780 SF) • REGULAR SPACES: 56
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/ .. PROPOSED PARCEL USE: DOG DAYCARE W/ KENNELS " HC SPACES: 3 .
V 35 *-- PROPOSED CONTOUR 9-_ • 1-, - „ ,
CURRENT ZONING: B--2/SHOD (BUSINESS DISTRICT) i TOTAL SPACES: 59 Ix , v) • CO
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/ • ; CAMA LAND CLASSIFICATION: TRANSITION , -x • x isr—x----te-------m— TEMPORARY SILT FENCE • • ,V) z D . (i)
/ • le' : FUTURE LAND USE: URBAN MIXED USE 1 LANDSCAPING: - ,,,.. H.
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* SOIL TYPE: Le/Ly ' INTERIOR (8%) OF PARKING AND DRIVES = SEE LANDSCAPE PLAN
110110MMIMM SE, -01NOWIIMMIN/SC IMONMEin SC .......... PROPOSED STORMDRAIN PIPE
PROPOSED BUILDING FRONT AND SIDE: FRONT:1101r. SIDE:153.75' ,
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BUILDING ,SETBACKS B-2' !" FRONT: 110.17x19.5x.12= 257.8 SF REQUIRED PROVIDED=358,5, SF .. _... . .
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-;141 •• -- - 8W • PROPOSED WATERLINE >
FRONT SETBACK: 100' SHOD * ' SIDE: 153.75x19.5x,12= 359,8 SF REQUIRED PROVIDED=454,8 SF '
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INTERIOR SIDE SETBACK: N/A (25' SHOD) SS • PROPOSED SANITARY SEWER z III N ;
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0 REAR SETEIACKS: N/A (25' SHOD) . :
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•.,„%, PARKING FRONT: 50' SHOD * '. STREETYARD FACTOR 25' (37,5' MAX - 12,5' MIN.) PROPOSED SPOT ELEVATION FLOW LINE
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. WI ADDITIONAL LANDSCAPE .210 * 30 X 25 = 4,500 SF REQUIRED 4,604 SF PROVIDED .---i4.1115 PROPOSED SPOT ELEVATION TOP OF CURB ._
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_, _. . ,„,. „ ,„ . ,„, . . ,„, , „ _ ,--41.85 PROPOSED SPOT ELEVATION FINISH GRADE
DUMPSTER
LOCATION MAP NTS • . ' la' ,
TOTAL # OF BUILDINGS= 1 . . .` - ' ' •
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TOTAL SF OF BUILDINGS= 14,000 SF .7 - . •C F__CAPAGELY___NLE,DS:. CO FLARED END SECTION WITH ' • 1-1- 1,.., ,
BUILDING HEIGHT 19,5' 15 EMPLOYEES x 25GPD/EMPLOYEE = 375 GPO
, -RIP-RAP ENERGY DISSIPATOR •• v) , .
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BUILDING CONSTRUCTION TYPE= TYPE II B ' 100 KENNELS x 2-0GPO/KENNEL = 2,000 GPD / 1 Z CI W.,
' ''.-- DROP INLET VVITH INL.ET PROTECTION (DI) U) 111
SHOD BUILDING LOT COVERA.GE= (21,658 SF/140,780 8F)*100=15.,4% :
AREA OF DISTURBED LIMITS = 3.28 ACRES , ".•',.., <1 0 :
Nor- CURB INLET WITH INLET PROTECTION (CI)
LXIST....IMPERVIOUS AREAS: (ALL TO BE REMOVED) I co
, BUILDING., 3,165 sr -,-RIP GENLRAILON:, ,
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. CONCRETE= 2,395 SF : DAILY TRAFFIC: 511 VEHICLES/DAY JUNCTION BOX WITH INLET PROTECTION (JB) - 1,_ I_ z
• , GRAVEL= 12,545 Sr , AM PEAK HOUR: 98 TOTAL TRIPS (52 ENTERING/46 EXITING) I, -- 1-1-1 tit Z
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TOTAL.-i,t 18,105 SF : PM PEAK HOUR: 99 TOTAL TRIPS (46 -EN IERING/53 EXITING) PROPOSED FIRE HYDRANT
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1 tEw IMPERVIOUS AREAS: • mt-
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. , BUILDING= 21,658 SF (ROOF AREA) EXISTING CONTOUR Ct ---""'
i ASPHALT, CONCRETE., CURB & GUTTER= 40,796 SE - in 0
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SIDEWALK. 2,804 SF .
6'\;7 Z"P IN E EXISTING TREE TO BE SAVED
. TURF= 16,066 SF •„.1.;"
FUTURE= 5,796 SF ,
TOTAL IMPERVIOUS AREA= 87,120 SF X 13"PINE EXISTING TREE TO BE REMOVED
% IMPERVIOUS LOT COVERAGE= 61.88%
TP HOLDINGS LLC I . 1
DB 4967 PG 1104 , , , . . 7 - - TP--.rp - -w --1p -•-TP --7— TREE PROTECTION FENCING
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• Designers Plan Certification: —vc —xi( —xx —Xx--xX —xx — FENCE ,
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ZONING: B-2 . "I hereby certify that this plan has been prepared in accordance with •
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CLASS: COM the latest New Hanover County Ordinances and Storm Water , - :..• ,••• ts • A q,-A 2 • •, 4; CONCRETE .
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- Signature. INTERIOR/FOUNDATION
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Printed Name and Title: John S: TUnstail, RE, LANDSCAPING ' W
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Date: ' 0' inI--0 LU L.) IT
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! Registration Number. 19851 „ ... .. „ ., ,. . .
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HEAVY DUTY ASPHALT ,
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LIGHT DUTY ASPHALT . Q eci v•-) 0
- - ::, "I (We) hereby certify that I (we)am(are)the current owner of the : ' .
TP HOLDINGS LLC property and that upon receipt of"Authorization-To-Construct any
IES-TEA,EASEMENT
ENT
' . DB 4967 PG1104 clearing, grading; construction Or development, will be performed in
ZONING: B-2 accordance with this plan and that the applicable ordinances and . .,
CLASS: COM rules of New Hanover County. the State of North Carolina and the
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TP HOLDINGS LAX; Federal Government and its agencies which are hereby made part
of this plan As the owner, l(we)accept full responsibility V the
DB 4967 PG 1104 ,
construction and operation and maintenance of the proposed
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facilities, i (We)wiil not attempt to transfer this responsibility
TP HOLDINGS LLC LOT 2 ,
DB 4967 PG 1108' MB 21 PG 49 , without the written authorization of New Hanover County" i
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ZONING: B-2 :
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• 1 Signature: . MB SO PG 11 !
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Printed Name and Titie: Benjamin H. Eberdt, Member
ZONING: B-2 , Company: WLM PropC0., LLC , -—
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; A •„ AMERICAN VERTICAL DATUM OF 1988 '
DATE 3/16/22
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SQUARE FEET IN AREA SHALL BE
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DATE 3/16/22 3 IMPERVIOUS '
TOTAL AREA (SF) , CONCRETE, C&G SIDEWALK :. TURF (SF) BUILDING (SF) % IMPERVIOUS
f t '
iofiliii$44 ,,
1 I (SF) : TOTAL(SF)
-- 1 . e'•.a CAI e*if 1,'
• (SF) •
•
•• ' • • , 4.*- Sr
4pr.4k.,
E DA1 3,375 2,945 0 0 0 2,945 87 .
010
„
.,,AN:',k, . 7%7 t,
DA2 6,477 1,627 0 4,215 0 5,842 90 • , I .-t.,p,,,,' SEAL r. E. !
i
:.t.
E DA2A 3,832 0 0 2,805 0 2,805 73 • Lzi
DA3 10,993 8,407 459 0 0 8,866 81 45
'ECE ‘
IVE -0, rif,,,,".**6**0 s,-\ S „
or,"$.1,"ii
DA4 10,879 6,726 867 0 0 7,593 70 '
„.„
T Ut4,04%***
'sefototalt*,- .5
DA5 4,078 0 0 4„078 0 4„078 100
','•
DA6 4,906 0 0 4,707 0 4,707 96 1 L
:
,..,
CN
DA7 37,239 21,091 1,478 261 0 22,830 61 BY.
DA8 8,202 0 0 0 8,202 8,202 :100 SCALE: 1 " - 30'
--„- DA9 12,015 0 0 0 12,015 12,015 100 ,
Tiii .::'
A DA10 1,441, 0 0 0 1,441 1,441 100 ...,..., :...._ __
0 30 60 90
;0= , ,
TOTAL: 10337 40,796 -4804 16066 21,658 81324 '
.
_-...,

1
f
CALL 811 (3) WORKING SYMBOL DATE DESCRIPTION BY
DAYS BEFORE YOU DIG. REVISIONS
©2018 NORRIS & TUNSTALL z
NCDOT EROSION a
CONTROL STONE 410470 4 .,.- f 6.5" CONCRETE (4000 psi) SITE WORK NOTES: J
/ --#5 REBAR 0 18" QC EACH WAY 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD
416 --,-.... froopli / CONSTRUCTION CONDITIONS. CO
A •
�0 A Zit 6" NCDOT ABC STONE (I)
� � � � 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF W
,N �' - 2 / / TYPE A WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS TO
Afr� Matil _ •
w1 TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. 0
'� ' • �' . ; . I ° 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESSPQ ,■;�400 1w w } oo e, �•���•w• OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
��iibte '� t�i) •• t. iiliNeT•L • • CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN W
I-III LIMITS OF CONSTRUCTION.
G� 4 II= I1=1li= COMPACTED SUBGRADE
!-III-!
\. \-444 1000' ' 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, WOOD,
Q�� LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING W J
�� �� ��� MAN _ SEE SITE PLAN STONE SHALL NOT NOTES: BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE I-
O ( V40 ._N 4 BLOCK OR IMPEDE 1. CONTROL JOINTS SHALL BE EVERY 15 FT. (MAX.) ELEVATIONS WITH A CLEAN SELECT-FILL COMPACTED AS SPECIFIED.
PIPE FLOW AND EXPANSION JOINTS SHALL BE EVERY 50 FT. 0 I- f--
.. �° •� `j t� c (MAX). 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE LLl
���' Q'4\ ( j REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE Z W
1. PAVEMENT SECTIONS SHALL BE DETERMINED WITH LOCAL AND STATE CODES.
I � �- - ' SEE SITE PLAN CONSULTATION FROM THE GEOTECHNICAL ENGINEER a O
44 n �� �_ AND ONLY PER THEIR RECOMMENDATIONS. PAVEMENT 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL Z I GO 0
'' `�� l DETAIL SECTIONS SHOWN ARE MINIMUMS AND MAY REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED
0 - -- ,/ ) SECTION A-A MIRAFI 600X FILTER FABRIC Z
BE STRENGTHENED PER GEOTECHNICAL ENGINEERS WITH BORROW OPERATIONS.
S� �� ) ( i / - OR APPROVED EQUAL RECOMMENDATIONS. W LLl z
\ 8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO (/)
�/ �` NOTE: FILTER FABRIC AND STONE SHALL 2. REFERENCE GEOTECHNICAL REPORT FOR RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8" OF SUBGRADE SHALL BE _1 It
(04s �`7. BE TOED UNDER FLARED END SECTION Q 0
UNDERCUTTING IN AREAS OF PROPOSED PARKING COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE C�
2"-3" COARSE AND DRIVE AREAS. CONSULT WITH GEOTECHNICAL CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY SHOULD BE Q 2 z
ENGINEER TO DETERMINE REQUIRED SUBGRADE UNDERCUT AND REPLACED WITH A CLEAN, SILTY OR CLAYEY SAND HAVING A O
AGGREGATEi
UNDERCUTTING AND REPLACEMENT. UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC. FILL MATERIAL 5" OUTSIDE OF W 0 � ...-1
BUILDING AREAS SHALL THEN BE PLACED IN LAYERS NOT TO EXCEED 8" AND 0 0 2
COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY
NOT TO SCALE NOT TO SCALE NOT TO SCALE DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING
COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL
MATERIALS WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS
1 TEMPORARY GRAVELLED CONSTRUCTION ENTRANCE 4 ENERGY DISSIPATOR 8 HEAVY DUTY CONCRETE PAVEMENT SECTION SHALL BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT m
LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) w
WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH W 2
LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN (1 W
AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES O 7 0
OF IN-PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE J
U r--
STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY TO LLI _J 0 N
MAINTENANCE: COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED IN > --I
CHECK SEDIMENT BASINS AFTER EACH RAINFALL. REMOVE SEDIMENT ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO WET 1-1-1a LU 0 d-
6 W E.S. FABRIC AND RESTORE ORIGINAL VOLUME WHEN SEDIMENT ACCUMULATES TO TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR 0 U H-- 2
Z
8 W WIRE MESH ABOUT ONE-HALF THE DESIGN VOLUME. SEDIMENT SHOULD BE OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE © Q- co
PLACED ABOVE THE BASIN AND ADEQUATELY STABILIZED. CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE I I I w 2 Z Q N
-- STEEL POST CHECK THE STRUCTURE FOR EROSION, PIPING, AND ROCK SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES AND m [L CY) r-
DISPLACEMENT WEEKLY AND AFTER EACH SIGNIFICANT (1/2" OR ROCK DAM NOTES: SOILS REPORT FOR ADDITIONAL REQUIREMENTS. Z W 2 I~ O
} Z WIRE MESH FOR GREATER) RAINSTORM AND REPAIR IMMEDIATELY. >, Z r
' } g I. CLEAR THE AREAS UNDER THE EMBANKMENT AND STRIP OF ROOTS AND OTHER OBJECTIONABLE W J c-
�a _ STANDARD FABRIC REMOVE THE STRUCTURE AND ANY UNSTABLE SEDIMENT MATERIAL. DELAY CLEANING THE RESEVIOR AREA UNTIL THE DAM IS IN PLACE. 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO O ICE > C7 0 O�
IMMEDIATELY AFTER THE CONSTRUCTION SITE HAS BEEN CONSTRUCT HIS WORK.
'' : - MIN. 14 GA. 6x6 MESH o N m - STANDARD OR PERMANENTLY STABILIZED. SMOOTH THE BASIN SITE TO BLEND WITH 2, COVER THE FOUNDATION AREA INCLUDING THE ABUTMENTS WITH EXTRA-STRENGTH FILTER FABRIC
FOR STANDARD FABRIC -I -� THE SURROUNDING AREA AND STABILIZE. ALL WATER AND SEDIMENT BEFORE BACKFILL.ING WITH ROCK. IF A CUTOFF TRENCH IS REQUIRED, EXCAVATE AT CENTERLINE OF
L EL... N x EXTRA STRENGTH SHOULD BE REMOVED FROM THE BASIN PRIOIR TO DAM REMOVAL. DAM, EXTENDING ALL THE WAY UP THE EARTH ABUTMENTS. APPLY FILTER FABRIC UNDER THE 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
Q ct FILTER FABRIC SEDIMENT SHOULD BE PLACED IN DESIGNATED DISPOSAL AREAS ROCKFILL EMBANKMENT FROM THE UPSTREAM EDGE OF THE DAM TO THE DOWNSTREAM EDGE OF THE EXISTING UTILITIES DURING CONSTRUCTION.
' M W APRON. OVERLAP FILL MATERIAL A MINIMUM OF 1 FOOT AT ALL JOINTS, WITH THE UPSTREAM STRIP
I- AND NOT ALLOWED TO FLOW INTO STREAMS OR DRAINAGE AREAS
u �, DIRECTION DURING STRUCTURE REMOVAL. L3 MBANKMENAID OVER THE DOWNSTREAM ONSTRUCT THE STRIP. 1. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
WITH WELL-GRADED ROCK AND GRAVEL TO THE SIZE AND HANOVER SURVEYING CIVIL SURVEYING COMPANY, AND PROVIDED BY OWNER.
NOTE: CHECK DAM AT DITCH DIMENSIONS SHOWN ON THE DRAWINGS. IT IS IMPORTANT THAT ROCK ABUTMENTS BE AT LEAST 2 FEET
#9 SHALL BE 5° WIDE. HIGHER THAN THE SPILLWAY CREST AND AT LEAST 1 FOOT HIGHER THAN THE DAM, ALL THE WAY TO 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
m ANCHOR FABRIC SKIRT �----•2' VARIES. THE DOV-NSTREAM TOE, TO PREVENT SCOUR AND EROSION AT THE ABUTMENTS.
is MIN. 8" DEEP I I , 4. SEDIMENT-LADEN WATER FROM THE CONSTRUCTION SITE SHOULD BE DIVERTED INTO THE BASIN 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
I E.... & 4" WIDE. ABUTMENT C�__ c15 ' RESERVOIR AT THE FURTHEST AREA FROM THE DAM. RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE
'�� AGENCIES AND AUTHORITIES.
� �. 'j WEIR ELEV. 5. CON`'RUCT THE ROCK DAM BEFORE THE BASIN AREA IS CLEARED TO MINIMIZE SEDIMENT YIELD
N , > FROM CONSTRUCTION OF THE BASIN, IMMEDIATELY STABILIZE ALL AREAS DISTURBED DURING THE y c o
MIN. 1' NCDOT _C �_ CONSTRUCTION OF THE DAM EXCEPT THE SEDIMENT POOL (REFERENCE: SURFACE STABILIZATION). 14, ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL N c
#5 OR #57 �.('O ) _.��JC_,, CLASS I AND II CONFORM TO NCDOT STANDARDS, Z r ,'--A-
- - WASHED STONE�e �> ����� Ja RIPRAP 6. SAFETY -- SEDIMENT BASINS SHOULD BE CONSIDERED DANGEROUS BECAUSE THEY ATTRACT r"
,�� >� CHILDREN. STEEP SIDE SLOPES SHOULD BE AVOIDED. FENCES WITH WARNING SIGNS MAY BE NEEDED IF
L L TRESPASSING IS LIKELY, ALL STATE AND LOCAL REQUIREMENTS MUST BE FOLLOWED. 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND Z w
.)C- 0CD L] �j , STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL [mmill U
NOTES: "s P r p -� \---,�/ u4 REQUIREMENTS.
•
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH _) /a) � 2 �C. 16. ALL. AREAS SHALL_ BE GRADED FOR POSITIVE DRAINAGE. ( ✓� `"
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC ��O O7i Cn OU c7 ci
AND 50 LB IN FOR EXTRA STRENGTH. �� c' ,� a.
/ 1 )�� �CJ \9: 17. SEE SOILS REPORT FOR ADDITIONAL REQUIREMENTS. W
-)� �/ L,e �l�-�, / r MIN. 1.5' THICK /""� -
`.� l � C � ROCK APRON � ,�,
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS s i O� ��> �>0��� )�� �_ 18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS Z
ARE NECESSARY, LAP FABRIC POST TO POST. o �� mac- �c.� r
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK r-�
����^ �`` x �L ��-' CONDITION. 0-•-•:.0)
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE ��. ->. �� , `
SELF-FASTENER STEEL ANGLE TYPE. J J C- 19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR "RAM
FILTER FABRIC SCUT-OFF TRENCH NECK". INSTALL PER [ 1 rT
E MANUFACTURER'S REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
NOT TO SCALE NOT TO SCALE SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY
-r
MIXED, QUICK DRYING, NON-BLEEDING. �'n ~ r
2 TEMPORARY SILT FENCE 6 TEMPORARY ROCK DAM DETAIL 21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW N M
WASTE, WATER AND ROOF DRAIN LINES. �i 4 Y. ,,
CONSTRUCTION SEQU-NCE: rs■ C
1. UNIFORMLY GRADE A SHALLOW DEPRESSION r144
APPROACHING THE INLET. U v
NCDOT #5 OR 2. DRIVE 5' STEEL POST 2' INTO THE GROUND 4000 PSI FIBER Z
#57 WASHED STONE SURROUNDING THE INLET.
F REINFORCED CONCRETECO) - 1-2, 0
SPACE POST EVENLY AROUND THE PERIMETER OF THE
N -•• • ••••••• ••••:+•�•••••••••••••••• • INLET, A MAXIMUM I o
4440 44,•••••••i•i•i•i•i•i•••44.14,WM OF 4' APART. 24" a4
...................................i i i i�i POST WITH WIRE MESH HARDWARE in
Dow 0.42.E 3. SURROUND THE 24" -
o NI i i i i/ i i$•••4 CLOTH. SECURE THE 18" 6" . •..
A : f _ +=�-��� A WIRE MESH TO THE STEEL POST AT THE TOP, MIDDLE --.- 1 1/2"R �- 8 _ _ - ; .
f1 1 1 2"R
,�����•1 �hy�.� AND BOTTOM. PLACING / z n is�
CLASS A CONC.
Mika •••••� A 2' FLAP OF THE WIRE MESH UNDER THE GRAVEL a CLASS A CONC. a00000 000noao�oaoao ° ti
�•�.�••4 I ;':::�� FOR ANCHORING IS RECOMMENDED.
. ..1 . .. / .� Ra o000000000000
„ , - ----- = • 4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) " 6 Q
O O O O O O O O O O O O
ASPHAAC`PL]A LT.-..� O O O O O O O O O O O O O O O
LT---\.M E � a°n°n°n°n°^°ao°n°o°•.Oa°o°�°nN-4"
!•;•;•;i ;.�•�•;� ON A 2:1 SLOPE WITH A HEIGHT OF 16" TO 18° ASPHALT a 4 3"R _ -
" 24"
.811 �.� o 1iyi i3 R a a. 3 R o
a • • ••� ������ TO AN EVEN GRADE.
=.= ;= = AGE AREA HAS d �, - ABC STONE
• • • �•• • AROUND THE WIRE, ANDSMOOTH
�'•'•••' tl �••'•_•' 5. ONCE THE CONTRIBUTING DRAIN
•.. 1 _ s. . ,�..... ... . ............... --'� -I '.u_ :� 4 _ G - b NOT TO SCALE 21162
• • . / _._---� - • • • 1WI" BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, l
.. . . , .. . AND ESTABLISH FINAL GRADING ELEVATIONS. °'`".:,::`
s 1�i�i�i'i'i'„•'•'**see*' ' ' •�•••04001$0 6• COMPACT THE AREA PROPERLY AND STABILIZE IT 1 R p a °
" ABC STONE ° o 11 24" SLOPE CURB SECTION CKD. JPN
N /•►44 0:44441:4�444441:44�i1:44 WITH GROUNDCOVER. ABC STONE d / a d Q a
• •• • • • ••• • •• ••• • • • • • ••1 _ a ° d
i
4" TYPE STONE ail : a_r _ _ DRWN. DGC
4" lita
ABC STONE
N 19-GUAGE \\ \�\\/\\/\\/�\/�\`�\j�\\�\ \ \� \\�\\�\\ /\/�%/.\/ /\/\/\/\/\/� \/\/\ DATE 2/3/22
HARDWARE CLOTH MAINTENANCE: COMPACTED SUBGRADE ;0,,;/,,/A/A /A/,,//, A /„/;,;// //_/Al \ \ \ \ \ \ \ \
INSPECT INLETS AT LEAST WEEKLY COMPACTED SUBGRADE /\/\/\/\/\/ \/\/\/\ ✓V>
3 (1/4 MESH OPENINGS) TYPE ABC STONE SHALL
STANDARD METAL AND AFTER EACH SIGNIFICANT (1/2
POSTS 2.0' IN 'F- 4' MAX. INCH OR GREATER) RAINFALL EVENT. EXTEND 6" BEYOND TYPE ABC STONE CONC. SIDEWALK ��{{{ CA ��� � '
• GROUND. TYP. NCDOT #5 OR CLEAR THE MESH WIRE OF ANY
CURB & GUTTER SHALL EXTEND 6" w/6x6-10/10 W.W.M. �� .
BEYOND CURB & 4000 PSI CONCRETE `z.q-o'Es••' ••• M
#57 WAHED STONE DEBRIS OR OTHER OBJECTS TO NOTE: CURB TYPE DEPENDS ON GRADES SHOWN ON GUTTER a 2 , • �' •147
PROVIDE ADEQUATE FLOW FOR GRADING PLAN. GRADES INDICATING FALL AWAY FROM cm 2% MAX L \lcip,r1
E - r,.x; �� SUBSEQUENT RAINS. TAKE CARE NOT CURB SHALL BE SPILL OFF TYPE CURB. GRADES
ASPHALT 19 5fTO DAMAGE OR UNDERCUT THE WIRE INDICATING CURB ACCEPTING FLOW SHALL BE FLOW "'`'�" �" `' n 'N MESH DURING SEDIMENT REMOVAL. LINE TYPE. NOTE; CURB TYPE DEPENDS ON GRADES SHOWN ON a `gogo ° ° o ° o ° ° °2�• ��; • •®•� q-,',4.4:*.,+O/E','i�t:-t. E SEDIMENT WHEN GRADING PLAN. GRADES INDICATING FALL AWAY FROM ° a a ° a ° a a ° aaa r •� . • • /. 16 • � �' 6 � LrIO, •a8,. • • u • • REMOV o 000o aoao a o00 �- �""" �j ••�• • � 4 • • . � • � • . a . t. • •.i1 aaaaaaaa ° ° aa N4412.00 �>Aar'u/B'si r41,?24#2�c.424.�'ac.➢.n9a.20r��� o a°o 0 0 o°a oa00000aoaa •ACCUMULATION REACHES HALF THE °°a a°a°a°° a°a a a a a a x x x x x ��� �►..�;N•. �
aaa o a o 0 0 0 0 0 0
`V`v CURB SHALL BE SPILL OFF TYPE CURB. GRADES °o°a°o°o°o°o°o°o°o°o°o°a° I ••
ai 11�� 7 7 V�1� - 1`t �1, a.a.o?°°a0a°a°o°a°a°°-�°� : �Ey pp,,,� ,r,,����•�{�{{{{{°°O°OaOaOaO°OaOaOOO°OaOOOIelE -„ ,�� 1 {�
7 '. , ,. "*/„. , ,./, ,c. \ ,.i�,1,/,./i.� INDICATING CURB ACCEPTING FLOW SHALL BE FLOW
I iv o I DEPTH OF ROCK. REPLACE STONE
1: WHEN IT NO LONGER DRAINS AS LINE TYPE,
16" TO 18" 2.0' BY:
N ¢ DESIGNED.
/ 1
" NOT TO SCALE
SECTION A-A NOT TO SCALE NOT TO SCALE NOT TO SCALE c6
N
um 0
3 HARDWARE CLOTH AND GRAVEL INLET PROTECTION 7 24" CURB AND GUTTER SECTION (SPILL-OFF) 16 24" CURB AND GUTTER SECTION (FLOW-LINE) 12 TURN DOWN WALK SECTION
I
I

CALL 811 (3) WORKING
DAYS BEFORE YOU DIG. z
0
D
a -A9PHA , 0.t A< ,,a R�M> ttI w T A Mr1 8
PAVEMENT u f E r .,.> �/'�
R StlRFi1G ' 3.13 CO
} MrE c ['"f 4. V J
1..R' Rkr?, t..,,R,...:.ir._<.,,.,.•!y -. rIA.Cd. �„ �kkE-lir`MT 9, „ +iltp. A.. a d14- 5r'l+Az"? s+j'7P_ r'E.t a EL.,c.. »z
";,. „ EMs1'[). ." 2'-L7,. -r _i -. 4 Y.. i fi Li 7 -$�RFAC:E/ '1.-A- ti;:% S. .# f:' EXISTING 'r3RLLL 1� .et: {.)
:..... ........„,. ' RAM} -..," / %Y ri" CEMENT CONCRETE I3 A-IC@
,,,. _. _ ,_. __... __ _.. } � 3'" RAtj. , y. ._.... _.. ..... " fie-. P AM ,, '..
0.
vt7§EAa:w:crE: :. . , `= .• : , wi j _ b u7 �...r3€
SUP SE 0.00 '. _ .- ,7, „„„ ., Cs F P _'' ' .,s IA 4 .._.._..r[ •r• --. u:a 3 1t - _:; ..., �.S,4,. �i `r ?` r[E A38 1,0<'
4ET fib.*',Y�'. dd'3 u:u ...Ae A ,.e»rraAr,r rRkcnxFtl,,a, a"a�• ,: C'i ,...;.,,.•..,»,. �• ,• c, •:.. m:. •.". j n ©.: „..9' ,_C„�y t,, "°: " �" r.. '* 4!r�_.+'.RO °.t;„A„r+,AI:AwAiri, ,P j :=,a y r
w,. n F > a.' a . .. ¢, > o 2, ';::, i f- x 2" ¢ i �f141ACld► :.•r„4 .,, A`
XC HRCU Y 4 44,,,.ERIRM RAMER'S 01tft I IR SEEM.tro,ft7E(4 S )- w. 4 ry= ' p , (,
,/ nM MINTER. USE RTE.P'8 PORICI ;:Eikt*I.Y'}NIP RV. (1441103 R4U,AEA. Q p_ �;'w`• ';.tr; Ca. Y,. 3r." ' : T ', •. ,GI C7
J
H '� RAp •o. 9 .
W"1;001.SMRST34143Il 1 -pog,ti7iAl ti,''-DL'H. Ac' x OR 44 6tM uttieLt A,7 F O. , `,y.�' ±x.•Y «., t^'� i a(
j( T7aik� o cat. , r _TSAR. . c , „ „ M 31 fon./I 1 -6 „• . . . s m c..-,4 v r ^r�Gb>,1 9`$`' ,� a a , TWINING:`Iti srr
+( ,.t r u L i F^Nks:F . ... u--7 R EY.,:g �.....:......:.:...:.,,. ,. <rw }., Q , t �:a s/ N1
9C.xc mu.WIMPS YI+R,."l'7tb5PP9LM7.ik4 T 9{7. L'?2'a M. ,....�..,.m,.,s ."L r.. P,. a„g>ry Via.,.... - o n..� O¢.F' �A>< S'a ">
t 4N� .. e, :: ,, tA_. " --. W .�� < ;..n, :�t'. C7 rf� ., :f%s.:5- '>'*a re5 J <.� F`'-'
,;: 2,$_ URB AM .R 13t CURE AND GUTTER �, .". �'
r. ,;w., ra,. rn SEC,AF? tssdu. }}++ yA GUTTER Q s,a.. c,�'r3 a, x,`7 ,� �. 5k5E l.;'3iiSE: '_.. Ca
,P RE s4,4Kno.i wt. id SS.J I3*ATOM IMAs 3T` ...._ 'E'_4....., W.,....,.aT ..,Nt ,..., CL '" .. '^r,,
� ■P' ... r, .. AS MOTE ON ST[3 11A$.(Y0. }-emt�.4 .. OR .y p A ,; yCY`..52.w'"�...e.L..v..n "` 04
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'� F..... i-. I '., 3C3x !$ X ,Y{A„ OR } KAL} g•.... mil ...An.a 1:11I:t.,0:2mi:47 AND"%:"f.�tATER lXH'!:s`SS!7.«�I.'R$3-+E '.'k�+ti'1E;3. }..X 9•. c � Ea..lh;.,ai.•br i' LLI
CONCRETE-CUR8 O 4CRETE CUAB I St�P€f. �' aNei RE i ems nt,ok my W Aku e(T 9 Ag• ilvEP ".r(E-u„ ..:.E j `43 , Pztt"t8o �13n, gP SF - . ,ELD4s?W40 ,: :tt" 4E2,T!USE h 6161.3.4E 44.0 011-0e 0 An. NI."s,"'? Lt0P-6# - _.-_ _ ..s _ f I,,..,.. ...,;.a lKl..v_ z ,. - _ :' -. �EK,P rN
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;• K" d -PLACE. CONTRACTION JOINTS AT 10' INTER`dALS, EXCEPT THAT PAVEMENT PAVEMENT 'r 0 U
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7x A :S SPACING MAY SE USED WHEN A MACHINE IS USED OR WREN
:. : .: N SATISFACTORY SUPPORT FOR THE EAU ;,°0 1A CAN SE OBTAINED SEALER F 1. ,Jt3IPd`f„SEALER,. .�' (emu I .-.._.--- ' D.
LONGITUDIN L �e T O#. `A-A' x-
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P °. R"' / ' Z ' -CONTRACTION . Y STALLED WIT I 141 USE F ' ZSUR ACE .-- p ' TO ,, RENAMING LONGITUDINAL O A TRANSVERSE JOINT £s = i't.
`: 7�M .. bfi. t'' �; .I«. '. tZP Jf)INTS MAY BE INSTALLED O i PaPoSE?C POH'ILAND CEMENT CONCRETE d 1.4 ^�~
Ill
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T' TEMPLATES OP FORMED F OTHER APPROVED METHODS. a a s. ? t`x 0 { (C} * Z
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-SPACE RIGID
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RISER di'. ' PAL'EC'A£NT JttlttT r'I_M.E§ I THE. TRANEVEREE ,.bOINTS AT 12' Eli CENTER. THE ?LAC,EMEFNT ANri CR SP„CING t"IF TI.E OE.GOMYEL EARS flat'BE. sl'Y IED RY SHE PLANS EMF THE t./
WAILS ,v' ..a - ( ALL R GIC OB,I£GiS, AIN'T/T/ EhG;7Fa?'ER. IMEaSt RE "kE M7 E9, TO ACCEPT r t Sc 9ARS, 7 s OF tFaE BaR PLUS g;S` 2 DIAMETER ANC, 1 FHE LEHLLTk 7F E B R PLl5 *"
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Ao .1 I LONItUOxNA JOINT PO ry I
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SECTION YIW } JOINTS p suTkow ,rE, s THE ?.aMatlaaPe zsr.rrNs FOR r sR 3+ ADHESIVES. F sr . '_r , ,
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1 NCDOT CURB INLET STD #840.02 4 TURN LANE CROSS SECTION CA
_ �
SKIMMER MAINTENANCE NOTES: ^I
cA Wiz „
I�+■1 Z
1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT 0 L,o o
(ON-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. I:4 (....) e
v; 7.
2. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY Z
JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRISC) o .a 0
E AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE c
t- f 4" PVC SCREW BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS 4 ' `"
CLOGGED; IF SO REMOVE THE DEBTS. EXTEND 9 GAUGE TO
, 66 TYPE PLUG
OUTLET BOX TEMPORARY POOL OUTLET ZONE BASIN SiDE OR INSTALL
o ____ Q _ 3. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE I-FIRST CHAMBER SECOND CHAMBER T-POST TO ANCHOR
OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND INLET ZONE 25% OF SURFACE AREA
N 25% OF SURFACE 25% OF SURFACE BAFFLE
A
REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. 25% OF SURFACE} AREA AREA TO SIDE OF BASIN AND
�4" PVC - 4" PVC TEE PERMANENT POOL AREA \ DRAPE BAFFLE MATERIAL OVER WIRE SECURE TO
STUBBED _ r r 4. FREEZING WEATHER CAN RESULT IN iCE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS �- STRAND AND SECURE WITH PLASTIC VERTICAL POST
INTO BOX. ' • r r r r �' SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. TIES AT POSTS AND ON WIRE EVERY 12
11
I f:1:
MAX. --j
O -4 4. ,.. •4 . .. • .-� __ '" ,-� �, -, ,� ,---' ,--� i-, ,-, i-, i-� �' ,---a ��
23 .e. ,N '-- r ,--, - , • /
'6 3° . . . � �-' - �- ,--, ,--, - -, - „-' -•-� - -.. „--, -J - -�
N ■
El �:,,, . ,� �, �, �., ,-, ,� ,� ,� �, ,_..� �� ,_. .-' �. OUTLET STRUCTURE I
•- .e•• SKIMMER NOTE: ,...x ..o.�,•....�.•....x..,., '�.;:....•....°'•.
5' CREST WIDTH i ""' ' """ " '' VARIABLE DEPTH
• � ( SEE DETAIL 9 GAUGE MIN- HIGH 3' MIN. 4.... ............... '.......... 21162
.-J � ---� r --- ,-� --� ,� --- r r �' ,--� r-' �-' r-, r � SKIMMER MUST FLOAT ON TOP OF , � � ��:�:; � :'s'�3 ��'-
T 4 ......:_,..,;,: .. .. ..
•.� ,. .. ,--� ,� .-� r ,--� .-� ,-- r .-� �� �' �- ,--� ,-- r , TENSION WIRE STRAND '::::. :°:::: :::::::� : :' r.a. WATER TO WORK PROPERLY. 1�' ll
.."•`' '� �' - r CONTRACTOR SHALL VERIFY THAT VENT OPENING FOR SD PIPE CONTINUES - 1_
SHALL BE SECURED .❖.....•..•..•.• ..•,•. -•
'�- " r THE BARREL LENGTH WILL ALLOW WATER ENTRY TO OUTLET LOCATION TO POST TO SUPPORT -III-�-- c - = j-'" SECURE BOTTOM OF BAFFLE TO DES. JST
T ',4 •-' '' -`• y.: 4 PVC CAP WITH 2.5 ORIFICE HOLE + •. i--i i i i i i i i-iiii i i i i-I i i-I it ii�- GROUND WITH 12" STAPLES AT CKD. JPN
SKIMMER TO FLOAT AT EMERGENCY 1! _ BAFFLE MATERIAL u
° •' -- r ,--' .DRILLED. SEE POND OUTLET r '' r
•�e _ , L r"' '-' STRUCTURE DETAILS FOR ORIFICE �' '-' �' �' r SPILLWAY ELEVATION. (;y: INFLOW .�... > co co f �' BAFFLE MATERIAL
N �. r J r r ` STRUCTURE +.+.+ _ 12" MAXIMUM SPACING DGC
ft ) DRWN.DIAMETER. �,.� 1, � � ��� * IF THE TEMPORARY SEDIMENT BAFFLE MATERIALLV °.' _. �-, r� ,-, ,� l-� , , .'-� r-� �� .,--' , .•-' r-� •-� ' ' r-' '� • 11 rro , ' ,,� m m i'i BASIN WILL BE CONVERTED TO A DATE 2/3/22
.-. .a . r ,� ,_, ,_.,• ,-, ,-- , r PERMANENT STORMWATER BASIN
_, ,-, r r r r r r ,-' r r �� Alip � RlPRAP OR '
SKIMMER SEE DETAIL OF GREATER DEPTH, THE BAFFLE 11 GAUGE �11111N
' ' OPENING FOR WATER ENTRY SLOPE DRAIN CONNECT SKIMMER TO HEIGHT SHOULD BE BASED ON LANDSCAPING ' ' ♦%" ���
N °• -- -- �♦ OUTLET ORIFICE. THE POOL DEPTH DURING USE AS STAPLE - •♦♦�� ••••
l- r -- ♦ ` REMOVE SKIMMER AND A TEMPORARY SEDIMENT BASIN. � � - - ♦♦Q-•oFES •• • •
ci a • ; '' .r� ,_._' r POND BOTTOM -- FLOAT -
CV FLEXIBLE JOINT EARTHEN RETURN BASIN AND •
' ° ` - NOTE: INSTALL THREE {3) COIR FIBERm� �-l -_� f-_� • .� ?VP•
y �y��j�\y��/��y��y��/�������f��y��j�\/f.�/�\ EMBANKMENT WITH OUTLET STRUCTURE TO BAFFLES 9N BASINS AT DRAINAGE OUTLETS In- tw= •4 r'
i \A\�s\��\`\A�A\A\�\\A\A\�\�\\"\,\\�\�:�\ A\A"\\�\\A -\\,\\�\\\\\,\ * BARREL PIPE STABILIZED SIDE STORMWATER DESIGN .
'� REFER TO TABLE FOR REQUIRED LENGTH. SLOPES CONDITIONS ® WITH A SPACING OF 1/4 THE BASIN LENGTH. C -. 474),10 19,c51
, `- CONSTRUCTION TWO (2) COIR FIBER BAFFLES CAN BE ••t,� .••F �, • �.j�
1)�I))))))�1111111� \\2 COMPLETION. INSTALLED IN THE BASINS LESS THAN 20 FT. "' MAR 1 ;1, ••HG,I� -.�
SKIMMER ORIFICE IN LENGTH WITH A SPACING OF 1/3 THE i�tis• ♦
.' SIZE DIA. BASIN LENGTH. SSJP U���♦♦♦
o OUTLET END 3.0 IN. 2.8 IN. POND/BASIN #1 POROUS BAFFLES IN A SEDIMENT BASIN. THE FLOW IS EMERGENCY FIGURE 6.65b COIR FIBER BAFFLE DETAIL BY:
CONNECT TO OUTLET DISTRIBUTED EVENLY ACROSS THE BASIN TO REDUCE SPILLWAY CROSS SECTION OF A POROUS BAFFLE IN
PIPE OR RISER. FLOW RATES AND TURBULENCE, RESULTING IN GREATER A SEDIMENT BASIN.
N REFER TO TABLE FOR SEDIMENT RETENTION.
`° REQUIRED DIAMETER
NOT TO SCALE
N NOT TO SCALE NOT TO SCALE
6
i,.
2 SUBMERGED ORIFICE OUTLET CONFIGURATION 2 FAIRCLOTH STANDARD SKIMMER DETAIL 2 BAFFLE DETAIL C 6 . 2 '',

a
CALL 811 (3) WORKING
DAYS BEFORE YOU DIG. Z
z
_ .1111110
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f 1/2 ALUMINUM BARSTOCK
/ TACKWELDED AT 4 O.C. EACH WAY. LAID U
v vo I 3.0' / IN & BOLTED DOWN TO TOP OF STRUCTURE �,
D v
�St. : . . : :. . . . .•. : : . : : : . `_:_, ATTACH SCREEN WITH 11.1
TOP 34.00
D -/ • . . : ... N i { WON!
GALV. LAG & WEDGE ' U)
« . .' '. I 3' X 3' PRECAST CONC. BASIN ANCHORS i . ,
.. -` • • • • - W/ KNOCKOUT PANELS y" vs �'
- : Li-
: LL. ALL 4 SIDES � ` TEMP. SKIMMER W
• IP A ''',/*IF \II', \\ /'''' :°11
.• . . . . . . - - "' 15" DIA, OUTLET I1
__
: :' INV. 29.0 I ,I' 2.5" DIA. ORIFICE � s /'� INLET 29.0 O F-
: : : : . . . . f T -- I
INV. 29.0 � -' , k,/ Z
(WO ORIFICE TO BE INSTALLED k r (/)
eL
. . . . . AFTER TEMP. � .._
... . . . . . . - - - - SKIMMER � .� : :: Q!
///// •« .• . .•. IS REMOVED) : , . � C�
41.***.'
• ,. . . . NOTE J ' !r� �. •,. BOTTOM 26.0
. .. .
` + 1.. BASIN, FRAME AND GRATE MAY 1A/21OPNG,EXPANDED
OR 8" #57 STONE IZ 0
3 ,r VARY IN NONESSENTIAL DIMENSIONS. [� I-
. ,, - " % fry" . . `+`+ ALUMINUM EXPANDED J
METAL SCREEN Q Q C�
. . . _ _ , }�_ � - � - - . : ;•: PLAN I-- Z
- : SECTION ELEVATION LJ..I o
=.``..., - = - `.:'*. ::.:`. I
POND OUTLET STRUCTURE #1 NTS
0
- J : : / 1/2" ALUMINUM BARSTOCK W . ® �
TACKWELDED AT 4" 0.C. EACH WAY. LAID p CO C1 '
• • -_ - % IN & BOLTED DOWN TO TOP OF STRUCTURE o a z o
1 _ _ 4.0'
I W W e
Q
. «' - - •-- ATTACH SCREEN WI TOP 32.25 Z COu_i a = a
�... i , ' T ITOP WEIR 31 75 � z � " �
GALV. LAG & WEDGE r w
/ ``. _ _ : : J ��` ANCHORS ; ' ' y WEIR 31.25 0 m m o
�. `•+ - _ - 4 X 4' PRECAST CONC. BASIN
. . .
. . _ . _ (LT PANELS H
- 22 - :. . ± . .` - 4 SIDES -- W X \ o,�
. . . _ . : r f WEIR OPENING / likt.y - • . - 15" DIA. OUTLET I x (N /
►'
/ . «
- INV. 29.0 `: ::, i
_ - _ _ - _ - -. ( i
L.L±__,_ i 1 ___ k � X' 1
: _ - _ - . •.•. . . . : :`: . : : : : •« I 04
• NOTE I �, ',..:� .1 . . K✓, % � BOTTOM 26.0
. - - ram' I ��r �, w 40
ALUMINUM EXPANDED o j
: V _ _ _ ` _ i - • • •` : V • u - .`-` ,. . .*. ... . . 1. BASIN, FRAME AND GRATE MAY 1//2M OPNG. GALV. OR �"
$" #57 STONE. �' x
: _ ^ _ - - _ . _ v . . I VARY IN NONESSENTIAL DIMENSIONS. ALUMINUM EXPANDED
r ^ rJ r
- _ _ _ METAL SCREEN z
LAN f
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. . . . . . .
:-;
POND PLANTING LEGEND: POND OUTLET STRUCTURE #2 NTS 4 W
_ _ _ THE VEGETATED SHELF (28.0--29.0) SHALL BE
- _ - : PLANTED WITH A MINIMUM OF THREE DIVERSEfillillil L4
_ SPECIES OF HERBACEOUS, NATIVE VEGETATION
u -,
- A MINIMUM DENSITY OF 50 PLANTS PER0? r ,
200 SF OF SHELF AREA. PLANTS MAY BE
SWAMP MILKWEED, SCARLET ROSE MALLOW, �-- r
AND LONGLEAF LOBELIA. FINAL PLANTINGS --a U O'
SHALL BE PER LANDSCAPE PROFESSIONAL. iat ^ M
33.0 TOP OF BANK ;� c4
MAIN POND ABOVE ELEV. 29.0 AND FOREBAYS H
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GRASS. POND SLOPE PLANTINGS SHALL BE //�/ f y ‘,._
`\/ TOP OF BANK = 33.0 z wEITHER SOD (BERMUDA GRASS) OR OR // /MATTED AND SEEDED WITH BERMUDA GRASS '\�/ 3: 1 SLOPE 3NORMAL POOL 29.0 _ / / )�. _.-"I1 5.0' O( )C of0
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WET POND PLANTING DETAIL '''y,%.
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6" WASHED STONE SAND WITH LESS THAN 5% WITH NON CLUMPING NATIVE GRASS: BERMUDA GRASS SOD SHALL POND SECTION 1 tlJ�`►
PASSING THE #200 SIEVE. BE PLANTED IMMEDIATELY. SOD SHALL COME FROM A SOD FARM NTS aA� ��t���„��
SAND SHALL BE BELOW WHERE NATIVE SOIL IS NOT CLAYEY. IF NECESSARY, AMEND NATIVE NTS
o ENTIRE LENGTH OF BLIND SOIL TO PROMOTE GRASS GROWTH. FREQUENT WATERING IS BY:_CO SWALE. REQUIRED FOR THE FIRST MONTH AFTER SOD INSTALLATION SO DETENTION POND NOTES:
% THAT THE FIRST 1.5 INCHES (MIN.) OF SOIL IS KEPT MOIST. 1. RESTORE POND TO DESIGN SIZE AND SHAPE UPON COMPLETION OF CONSTRUCTION AND STABILIZATION OF SITE.
N
J NOT TO SCALE NOT TO SCALE NOT TO SCALEc 6 A ,
1 LEVEL SPREADER DETAIL 4 105x30'o
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SITE DATA TABLE
PROPERTY LINE
/ PARCEL ID#: R03600-005-008-000 REQUIRED PARKING: ANIMAL SERVICES 0
,
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' PARCEL PIN#: 326018.40.7924,000 4 SPACES PER 1,000 SF tDL Wi. LDL DISTURBED AREA LIMITS 0
SITE ADDRESS: 8130 MARKET ST TOTAL PARKING REQUIRED: 14,000 SF/1,000 SF x4 = 56 SPACES i= :I
PARCEL OWNER: GRABOFSKI JOHN C CATHARINE M TOTAL PARKING PROVIDED: 59 35 PROPOSED CONTOUR,., 1-
03
SITE ,,,_
, ,,.. PARCEL AREA: 3.23 AC (140,780 SF) REGULAR SPACES: 56
0 cf) z
PROPOSED PARCEL USE: DOG DAYCARE W/ KENNELS HC SPACES: 3 --x---x--Ts0. x X ISF TEMPORARY SILT FENCE u) (.1)
0
, y CURRENT ZONING: B-2/SHOD (BUSINESS DISTRICT) TOTAL SPACES: 59 iii z 0
UJ
CAMA LAND CLASSIFICATION: TRANSITION
FUTURE LAND USE: URBAN MIXED USE LANDSCAPING: ir.•sp ..........sp ammorrum sp .......... PROPOSED STORMDRAIN PIPE c75 (ki
5
UJ (f) 0 t
4i INTERIOR (8%) OF PARKING AND DRIVES = SEE LANDSCAPE PLAN
SOIL TYPE: Le/Ly t--- 8W - PROPOSED WATERLINE
REQUIRED FOUNDATION PLANTINGS: FRONT: 238 SF, SIDE: 332.1 SF ct
BUILDING SETBACKS B-2: PROPOSED BUILDING FRONT AND SIDE: FRONT:110.17', SIDE:153.75 SS - PROPOSED SANITARY SEWER z W
7
/ 4 • FRONT SETBACK: 100' SHOD * FRONT: 110.17x18x.12= 238 SF PROVIDED=358.5 SF
-* SIDE: 153.75x18x.12= 332.1 SF PROVIDED=462.7 SF . ,4--------5.1.3_) PROPOSED SPOT ELEVATION FLOW LINE H 0 CO
INTERIOR SIDE SETBACK: N/A (25' SHOD) (NJ< 0
6,1, REAR SETBACKS: N/A (25' )
PARKING FRONT: 50' SHOD SHOD* STREETYARD FACTOR 25 (37.5' MAX - 12.5' MIN.) .---kt-1,1_3$ PROPOSED SPOT ELEVATION TOP OF CURB
6 F"-
*CAN BE REDUC:D UP TO 25% MAX. PRIMARY: MARKET STREET 25'
4,604 SF PROVIDED ,--41.85 PROPOSED SPOT ELEVATION FINISH GRADE -i .....11 W/ ADDITIONAL LANDSCAPE 210' - 30' X 25 = 4,500 SF REQUIRED 0
LOCATION MAP NTS co <
BUILDING INFORMATION: TRASH REMOVAL: DUMPSTER FLARED END SECTION WITH M
F...
RIP-RAP ENERGY D1SSIPATOR
' TOTAL # OF BUILDINGS= 1 w
TOTAL SF OF BUILDINGS= 14,000 SF WATER AND SEWER CAPACITY NEEDS: i 1 4-t BUILDING HEIGHT= 19.5' 15 EMPLOYEES x 25GPD/EMPLOYEE = 375 GPD 10 ) DROP INLET WITH INLET PROTECTION (DI) W W
ac-
I I BUILDING CONSTRUCTION TYPE= TYPE IIB 100 KENNELS x 20GPD/KENNEL = 2,000 GPD •4".") < 0 Ce .
•,,,,,,y CURB INLET WITH INLET PROTECTION (CI) -.1 i F 0
1
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3165 SF AREA OF DISTURBED LIMITS = 3.28 ACRES ,,*
,, JUNCTION BOX WITH INLET PROTECTION (JB) CL I- I--
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PROPOSED FIRE HYDRANT
1 1
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18,105 SF T
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X 13"R/NE EXISTING TREE TO BE REMOVED
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