HomeMy WebLinkAbout81-05 Shenandoah Dev. Com. Ctr. - Community & Fitness Ctr. - Opequon - BackfilePROJECT SUMMARY
TAX IDENTIFICATION NUMBER PART OF 87-((A))-103
EXISTING PARCEL AREA 976.266 ACRES
DEVELOPED PARCEL AREA 18.97 ACRES
ZONING R5
ADDRESS BALD EAGLE DRIVE
CURRENT USE VACANT
PROPOSED USE COMMUNITY AND FITNESS CENTER
DISTURBED AREA 18.97 ACRES
SETBACKS REQUIRE PROVIDED
FRONT 20' 10'
CORNER SIDE
SIDE 10' 696+
REAR 15, 219'+
PARKING 5' 18'+
BUILDING HEIGHT 35' (MAX.) 32'(+/-)
GROUND FLOOR FITNESS CENTER 9283 SOST.
GROUND FLOOR COMMUNITIES CENTER 18321 SQ.FT.
BASEMENT FLOOR COMMUNITY CENTER 8707 SQ.FT.
TOTAL- 36311 SQ.FT.
NUMBER OF STORIES FITNESS CENTER 1, COMMUNITY CENTER 2
FAR ALLOWED 1.0
FAR PROVIDED 1.0
MINIMUM LANDSCAPED AREA 4.73 AC. (257.)
LANDSCAPED AREA PROVIDED 11.82 AC. (62%)
PARKING REQUIRE PROVIDED
STANDARD SPACES (1/250) 11 334
HANDICAP SPACES 8 12
LOADING SPACES 1 i
TOTAL SPACES PROVIDED 347
PARKING LANDSCAPING
PAVEMENT AREA 143,503 S.F.
PAVEMENT TREES REQUIRED 71.8 @ 1/2000 SO. FT.
PAVEMENT TREES PROVIDED 72
INTERIOR TREES REQUIRED 34.2 (01 /10 SP.)
INTERIOR TREES PROVIDED 35
TOTAL TREES REQUIRED 106
TOTAL TREES PROVIDED 107
NOTES:
1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE
REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE.
2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE.
3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM
EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE.
4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL
FEATURES EXIST.
5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE
MARSHALL REQUIREMENTS.
6. ALL UTILITIES TO BE PLACED UNDERGROUND
7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES
OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20.
8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1
9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM
PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F.
10- FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C.
THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF
THE FIRE MARSHALL.
11. BUILDING AND POOL SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE
BUILDING CODE AND USE GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING
CODE/ 2003. OTHER CODE THAT APPLIES IS ICC/ ANSI A 177.1-03 USABLE
AND ACCESSIBLE BUILDINGS AND FACILITIES. (CAN UTILIZE THE 200 EDITION
OF THE VUSBC UP TO NOV. 16, 2006 FOR PLAN DESIGN) ROTE CHAPTER
31 IBC FOR SWIMMING POOL BARRIER REQUIREMENTS.
12. STRUCTURAL SHALL COMPLY WITH CHAPTER 17 OF THE IBC
PHASE 4
N/F
OAK RIDGE PROPERTIES, INC.
86-A-27 3D
USE: AGRICULTURAL
DB 604 Pg. 792
ffiASE, -1 LIMITS,;,
N 02'59'34" E
159.32' 1120
PHASE 4
PHASE 4 LIMITS"
t
li
f 1
opt 1
C opo
FOR SPECIAL INSPECTION (SOILS, CONCRETE, BOLT TEST
ETC.) AND THE PLANS SUBMITTED FOR PERMIT APPLICATION
SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN AMENITIES AREA
PROFESSIONAL. °
13 TEMPORARY BUILDING ADDRESS SHALL BE POSTED
UPON INITIATION OF CONSTRUCTION. L�
i
TRIP GENERATION
_f
ITE, 6TM+EDITION ESTIMATES COMMUNITY AND FITNESS
THIS SITE AT FULL DEVELOPMENT CENTER
WOULD GENERATE SM T.P.D.USE CODE= 49S
o „ •'
Qtiv i1 �� O
-"" SE1, PHASE 1 L7M - .. ___._�- �__� ,�_..._�•__
FIRE LANES REQUIREMENTS: pQ�'''
Fire lane markings and signage is required at all fire hydrants, fire department � 11VI-O ED W W T P.
connections, curbing not delineated as parking, and all normal and emergency
access paints to the structure. The contractor shall coordinate with the Fire
i
Marshall to ensure these requirements are satisfied.
N/F
w /
NORMAN N. & CONSTANCE H. TOLKAN
93-A-77
USE: AGRICULTURAL
DB 312 Pg. 208�'"
ROY S. & MARGARET I.
MADIGAN
86-A-223
DB 274 Pg. 52�
l >V �735 25_' 1.0,
N 58'03'2�W IA
231.81 a.. 5
N 55'22'55" W
219.72'
S 72'59'02"
57.66'
z •
-- cn
cn
N
N�ELIZABETH CAMPBELL O
ESTATE
BOBBY W. & GLADYS E.
GIBSON
86-A-273C
DB 581 Pg. 792
CAn c
O
COMMUNITY
CENTER SITE
N/F
NORMAN N. & CONSTANCE H.
93-A-77
USE: AGRICULTURAL
DB 312 Pg, 208
PHASE I LIMITS
N/F
ALBERT & TERRI GRADY
94A-1-11-20
USE: VACANT
N/F
MARY M. GRADY
94A-1-10-11
USE: VACANT
MARY M. GRADY
94A-1-1-12
USE: VACANT
NORAi MIS pg r
TO FRONT ROY_AL-
,..._.-----.� ,.-mil ✓
l
"64' }
'14 E
W
Y
J. DAVID Bt DIRMA V. HEADLEY ,
NIf 87-A-105
80'5024: E ^ ! I U9E:.•RE IDENTIAL qo _ ------ 1
76 OB 1 ug_. 514 j. & C ACE L _ 3"
rn 84 i'2 W 0 BO R} D.
87-A" p7f1At
a td1;20 P 1 USE: RESifl
8 V2¢" E m N 76'37'�'4 i DB 645 Pg• 55 �r - IL3
4.18 98.14' t ,
7 0 264• C �' V 34'4119" EE _._..._.. __,-. ____ .._._.. ;1` D L GL AIZE III i+ Yt z 196.00
j REDS JKS "N' S 27' W
a. 27-A 16�' 0T48
_: cD y lv+ u7 r Z
N�� rn � PARCEL FOUR D USE: VACANT `" aN t i Nw
U z 350.00'
A E I,I
j. ly 00 AVID A. HEAD Y j °'- 14.025 AC. N h _ a i wo
Q n 87- P ti
n5
666. SE: RESIDENTI L i;li Y N p MARY E. NIC
g DB 162 Pg. 712'(C)
_ 527"g - m
t
S 34'46'16" W a .a: �.` <; 1 `� 1-
480J8 S 344618 W
JEFFREY E. WILLIAMS 134.92' S 34'46'16" SV ' " ' " S 2709'i6" W
DB 568 Pg. 105 504.33' � � 388.10'
U.S. ROUTE 522 340 IAJ
/ CLEVELAND WILSON
160 � & G O -A J15ETTL
R/ ) I / r \ / 17'1 1 A A 1 06 139 Pg. 423 (C)
SCALE: 1 " = 500'
•
'7
14 33 15" E i
763.83'
N/F
JOHN M. & LILLIAN G. LEIGHT
86-A-218
DB 426 Pg. 121
N/F
MILTON K. & BEATRICE 1. APPERSON
87-A-15
DB 263 Pg. 183
c
N 34'517'24" E
G
i
O
J
137.284 AC.
W
N/F
SANDY'S MOBIL HOME COURT, INC.
87-A-95
USE: RESIDENTIAL
DB 837 Pg. 1554
I
�(A
m
0
ui
c0
W
N/F
ROSALIE B. CHAMBUN
27-A-12
DB 65 Pg. 39 (C)
€D€ii tlA' S 24731'14" W
L GO.. VA.
N/F
JOHN F. JR, & LILLIAN M. DAVIS
�! 27-A-14
rn USE: RESIDENTIAL
v a; DB 160 Pg. 354 (C)
N
N
r W A q
--"
323.16N/F
WILLIAM L & JO ANN FRANCIS
27-A-13
DB 168 Pg. 22 (C)
e2Y A. BOLYARD
87-A-101
920 Pg. 1000
-` ROGER G_ CLARK
87-A-100
DB 930 Pg. 1325
5YD L. & SHIRLEY J. LEE
87-A-98
DB 929 Pg. 1718
N/F
ICE A. RAPCZYK, TRUSTEE
87-A-97 & 97A
INSE #030004781
N/F
L_ & STELLA M. CATETT
87-A-96A
DB 627 Pg, 389
WAIVER OF CURB AND CUTTER REQUIREMENT
FREDERICK COUNTY GRANTS A WAIVER OF THE CURB AND GUTTER
REQUIREMENT AT THE INTERIOR ISLANDS AT THE SHENANDOAH
COMMUNITY CENTER PARKING LOT STRICTLY FOR THIS SITE PLAN
ONLY AND BASED ON THE ]NEED FOR WATER QUALITY TREATMENT OF
THE PAVEMENT RUNOFF TO PROTECT THE SURROUNDING NATURAL
WATER FEATURES. THIS WAIIVER REQUIRES THE INSTALLATION OF
PLANTINGS WITHIN THE ISLANDS AS SPECIFIED BY DETAILS PROVIDED
ON THE PLANS_
APPROVED WAIVERS:
ON NOVEMBER 8, 2000, THE FREDERICK( COUNTY BOARD OF SUPERVISORS, FOLLOWING
THE RECOMMENDATION OF THE PLANNING COMMISSION, GRANTED THE APPLICANT OF THE
SHENANDOAH MASTER DEVELOPMENT PILAN THE FOLLOWING:
1. ENVIRONMENTAL PROTECTION - AS� PERMITTED BY 165-77.R, A WAIVER OF THE
REQUIRED PROHIBITION OF WETLANDS DISTURBANCE.
2. ENVIRONMENTAL PROTECTION - AS. PERMITTED BY 165-77.R, A VARIATION FOR
WOODLANDS DISTURBANCE„ ENABLING DISTURBANCE OF UP TO 60 PERCENT
OF THE PROPERTY'S WOODLANDS.
3. BUFFERS AND SCREENING - AS PERMITTED BY 165-77.H, A WAIVER OF THE
INTERIOR RESIDENTIAL SCREEENING AND ROAD EFFICIENCY BUFFER REQUIREMENTS
IN AGE RESTRICTED COMMUNITIES.
GRAPHIC SCALE: 1 " = 500'
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STM STR 29, DI-3B L=12' RFCD EXISTING N
S-R._30 INLINE DRAIN _ _ __WIDTH-
RIM - 672.00 ___ _____.__._ _-
i ___ - J-�Y Y LINE DRAIN
_.._ 669:�0: -__-_ -
_ STM-STR-28 -DI-1 -::> _� _" � - T- _ --' _. -_INV OUT_ - _668;08 M9 R M STM ST671 00 N ---- LENGTH 1 q•
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TM STR 32, INLINE DI2A1 _ _.____._ __- _
--.__ - _ ```a _ -DRAINAGE AREA SUMMARY
RIM - 669.00
-
1 '--�-.'�... """"_,-�-� - .._ _ 1NV�O�T --- $69..Q0�-•t�-38"`�4-',__--..J� DA FREDERICK
e -- -- --- -- l....
/ STM STR 31. INLINE DRAIN __ _ - --~ -- - -:-. A ac A T c n i 2 Nlr i 10 nRr q Q 10 Q 471 r (1
RIM = 671.00
A 0.10 .�iN�„OUT 666.a8 C31 30
0.90 0.09 5.00 4.69 6.42 0.42 0.58 0.36 9.40 0.85
IP y _
' STM STR 25. INU RAIN, ' }
, . RIM = 667.00
rk
STM STR 26. DI-1 ` w\ ;' ✓ �'�QC30- o
RIM = 669. ; bi
EX STM STR 1037B. DI-3 BL=20
RIM 662.95
668
STM STR 1037D, DI-1
RIM = 663.00 �y
RIM 666.40
�owm M=mv 6 0-41-1
rn
N
B 0.27 0.90 0.24 5.00 4.69 6.42 1.14 1.56 0.97 9.40 228
0.90 0.20 5.00 4.69 1 6.42 0.93 1.27 0.79 9.40 1.87
STM STR 33, INLINE D - .... '- `' \ EX RACHEL C/yj"�SON DRIVE ' / D 0.10 0.90 0.09 5.00 4.69 6.42 0.42 0.58 0.3s 9.40 0.85
_ -E..
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RA
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F 30 0.75 023 5. 00 4.69 6.42 1.06 1.44 0.90 9.40 212
0.
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"D.��• '`,---..'`''� ,.:., ^^- .--, 1, ..,..� .,.»
w..---- G 0.07 0,90 0.06 5.00 69
' N 0.10 0.60 0.06 5.00 4.69 6.42 0.28 0.39 d.24 9.40 0.56
/ I 0.13 0.60 0.08 5.00 4.69 6.42 0.37 0.50 0.31 9.40 0.73
OUT = 662.00 C34-POND - s�
-1 ; - J 0.09 0.90 0.08 5.00 4.69 6.42 0.38 0.52 0.32 9.40 0.76
K 0.09 0.90 O.OB 5.00 4-69 6.42 0.38 0.52 0.32 9.40 0.76
U PROTECTION•,' L 0.07 0.60 0,04 5.00 4.69 6A2 0.20 0.27 0.17 9.40 0.39
RIM = 673.00 ( i
INV OUT = 670.58 C37-36 W H-
\� L,EN - I �� M 0.10 0.90 0.09 5.00 4.69 6.42 0.42 0.58 0.36 9.40 0.85
N 0.06 d.50 0.03 5.00 4.69 6.42 0.14 0.19 0.12 9.40 0.28
O 0.13 0.50 0,07 5.00 4.69 6.42 0,30 0.42 0.26 9.40 1 0.61
RI r' l P 1A /� r J P 0.18 0.90 0,16 5.00 4.69 6.42 0.76 1.04 0.65 9.40 1-52
IP f' {{- i STO MWATER j / Q 0.25 1 0,90 0.23 5.00 4.69 6.42 1.06 1.44 0.90 9.40 212
C 7-36 MENT POND
-1 " ! R 0.24 0.90 0,22 5.00 4.69 6.42 1.01 1.39 0.86 9.40 2.03 ; r, p �- - MANA
35 5 4 i `, s 0.22 0.90 0.20 5.00 4.69 6.42 0,93 1.27 1 0.79 9.40 1.86
EDIMENT FILTER i
01 / J T 0.11 0.70 0.08 5.00 4.69 6.42 0.36 0.49 0.31 9.40 0.72
6� 144 X 3OL' X .5'D f
?:
5.00 4.69 6.42 0.84 1.16 0.72 9.40 S_69
V 0.34 0.70 0.24 5.00 4.69 6.42 1.12 1.53 0.95 9.40 224
W 1 0.19 0.50 0.10 5,00 4.69 6.42 0.45 0.61 0.38 9.40 0.89
i 099 i X 0.45 1 0160 0.27 5.00 4.69 6.42 1.27 1.73 1.08 9.40 254
t f Y 0.20 0,60 0.12 5.00 4-69 6.42 0.56 077 048 9.40 1.13
1 1 1 !
f Z 0.41 0.90 0.37 5.00 4.69 6.42 1.73 237 1.48 9.40 3.47
AA 0.21 Qw 019 5A0 4.69 6.42 0.89 1.21 016 9,40 1.78
CC 0.06 0.90 0.05 5.00 4.69 6.42 0.25 0.35 0.22 1 9.40 0.51
/~I DD 0.17 0.70 0.12 5.00 4.69 6.42 0,56 0.76 0.48 9.40 1.12
EE 0.14 0.70 0.10 5.00 4.69 6.42 0.46 0.63 0.39 9.40 0.92
rs,, o OU ET PROTECTION`S STM STR 34, DI-1
FF 0.20 OMDA8 5.00 4.69 6.42 0.84 1.16 0.72 9.40 1.69
r ' ' GG 0.16 0.90 0.14 5.00 4.69 642 0.68 0.92 0.58 9A0 1.35
TH--s .` RIM = s71.6o i - t � W i
z G _ 1O` ~ f t f J HH U-13 0.90 0,12 5,00 4.69 6A2 0.55 0.75 0.47 9.40 1.10
_ j 11 0.09 0.90 0.08 5.00 4,69 6.42 0.38 0.52 0.32 9.40 0.76
v R RAP CLASS 1A t 1 i JJ 0.11 0.90 0.10 5,00 4.69 6.42 0.46 0.64 0.40 9.40 0.93
STI3 ,27, D(-,3B L=1fl TM TR 36 INU E N f < i KK 0.13 1 0.90 DA2 5.00 4.69 6.42 0.55 0.75 0.47 1 9.40 1.10
672.28,; ; RIM = 3 0 E -1 V W LL 024 090 022 500 469 642 101 139 086 940 203
LZvv RlM Q, t 3C )l- 10'
ri _ RIM
1�\
xgll
S
-M STR 47, INLINE �g r
M = 663.00 rF tV OLIT
24, DI-3B L=12'
STM STR 48, INLINE I = 669.19
RIM = 663.17 OUT = 665.27 C24- 3
INV OUT = 660.75 C48-47
S STR 6, 1 LINE DRAIN --- `�
RIM SF 67 10
STM STR 45, INLINE DRAIN
RIM = 672.10 66�p
STM STR 44A, DRAIN BASIN
RIM = 672.25
_ w
f f 1
RIM = 672.40
STM STR 44, INLINE DRAIN'` X
RIM = 672.20 j
STM STR 61, DB STM STR
RIM = 638.00 SAN kH '044 --='
S1A 7f 959- RIM = 6
'Niv i'NfNV OUT 657 1'
°
i3�' �:1y�. I •' t i
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\�\�''�•.
x
x
1 ' ASP
HA T TRAIL
STM STR 60, DB i
RIM - 636.51 N rs L
i t 1
li
Il
1 t r
STM STR 59,. � j
STM STR 40, ES-1
RIM - 622.00
"
D13
1 RIM = 627.57
INV OUT = 620.50
0 --
6j4f I
l
r
µ STM STR 58, DB r
RIM = 617.74 f STR
64, DB
�'r
RI ,621.6�
X S
f
TM STR '
S S LAKE `•
hQ
,, x
_
RIM = 611.77
INV IN = 609.75 C58-LAKE
. _. -
STM STR 71, ES-1
0
RIM = 612.00
STM STR 41, ES-1
INV OUT = 611.50 C71
OU PROTE C
r ✓�
RIM = 613.75
�O
RIP RAfS A
DEPTO
OUTLET PROTECTION
INV OUT = 613.75 C41-DITCH
-1Ill
if RIPRAP CLASS 1A
LENGTH-8'
DEPTH-1.7
WIDTH- lie
wow-1'
GRADING
PLAN
F'
SCALE: 1 "
= 50"
t
,C27-26 ,'' M STR 9, C I OUT = 661.0 C5O-POND �, ` j
- RIM = 72 ! ` Q + MM 0.17 0.90 DA5 5.00 4.69 6.42 0.72 0.98 0.61 9.40 1.44
l NN 0.15 0.50 Q08 5,00 4.69 6.42 0,35 0.48 0.30 9.40 0.71
_j 00 022 090 0.20 5.00 d.69 6.42 0.93 1.27 0.79 9.40 ].86
1 TM S R 50 .... MH= i .._.. - __ t 1 ` Q t
M S 1 B, I LINE DRAIN ,--- 1 PP 0.19 0.90 0.17 5-00 4.69 6.42 0.80 ].10 0.68 9.40 1.61
�. 1 RIM- _ .,671.50 l r m~ , 1 j QQ 0.11 0.50 0.06 5.00 4.69 6,42 0.27 0.36 023 9.40 053
IM = 7 .00
/ ( j i i ; RR 0.05 0.50 0.02 5.00 4.69 6.42 0.11 0.15 0.09 9.40 0.22
tr INV 0 6 .58 188-18 1 X 1 ' SS 0.03 0.50 0.02 5.00 4.69 6.42 ON 0,10 0.06 9.40 0.15
TT 0.24 0.90 0.22 5.00 k69 6.42 1.01 1,39 0.86 9A0 2.03
8 10 STM 18' 0 1 W 0.04 0.90 0.04 500 4.69 6.42 OR 0.23 0.14 9.40 0,34
' ww 0.10 0.90 0.09 5.00 4.69 6.42 0.42 0.58 0,36 9.40 0.85
-` STM STR 63, DI-3CC �o( a.os o.so o.os 5.ao a_s4 sA2 o.z5 0.35 o.2z sAD 0.51
RIM = 678.38 i YY 0.54 0.70 0.38 5.00 4.69 6.42 1.77 2-43 1.51 9.40 3.55
IINV OUT = 669 2 C 3-501 ZZ 036 0.60 0.22 &OD 4.69 6,42 1.01 1.39 0.86 9.40 203
~----► 1 j C6 - I 40NE 0.00 0.90 0.00 5.00 4.69 6.42 0.00 0.01 0.00 9.40 0.01
-1 TM STR 4, - '-j 5fl AAA 0.85 0.50 0.43 5.00 4.69 6.42 L99 273 1.70 9.40 4.00
19- 1 50 RIM = 669.60 R { IP BBB 0.11 0.50 DA 5.00 4.69 6.42 0.27 0.36 0-23 9.40 0.53
- J 4 }' C1 TM R 10; DI-1 �• M STR 1, /`, CCC 0.22 O.EA 0.11 500 4.69 6.42 0.51 0.70 0.44 9.40 1.02
' RIM 66010 I RIM = 659.6 -~�
Ip Ln i Ll DDD 1 0.17 1 0.50 0.08 5,00 4.69 1 6.42 0,39 1 0.54 0.34 9.40 0.79
' RIM 671 " I E y 1 r "'� ® I l P ? ! EEE 0.25 0,50 0.13 5.00 4.69 6.42 0-60 0.82 0.51 9.40 1.20
FFF 0,19 OM 0,09 5,00 4.69 6,42 00.60 0,37 9.40 0,88
O 17 GGG 0,07 0.50 0.04 5.00 4.69 6.42 00,24 0.15 9.40 0.35
� ✓'�..r Ip C3=1 iF ;} HHH 0.05 R50 0.03 5.00 4.69 6.42 0,12 0.17 1 0.10 9.40 0.24
TC10 -4 1- 0 1 111 0.04050 0,02 5.00 4.69 6.42 0.09 0,13 0.08 9.40 0.19 M STR ... 13C L=10' 1
�� JJJ 0.08 0.50 I 0.04 5.00 4.69 6.42 0.19 0.29 0.16 9.40 0.39
O RIM...=_671.3 ipLIN 569.58 C42- INV OUT 667.38 C18A- KKK 0.07 0.50 0,03 5.0o ass s.a2 0.16 0.22 D4 9.40 0.32
lP = �� t `�'�
LLL 0.03 0.50 0,01 5.00 4.69 6.42 0.06 0.08 0.05 9.40 0.12
mmm 0.18 0.50 0.09 5,00 4.69 6.42 0.42 0.58 0.36 9.40 0.84
NNN 0.04 0.50 0.02 5.00 4.69 6.42 0.09 0.12 0.07 9,40 0.17
tSTM STR D00 0.31 0,60 0.18 5.00 4.69 6.42 0.87 1.18 0.74 9.40 1.73
♦ �, if 1 RNV OU67_M 668.98 C3-1I-1 0S 0.22 0.90 0.20 5.00 4.&9 II 0.w 1.27 0.79 9.40 1.86
T 0,11 070 0,08 5,00 4.69 6.42 0.36 0.49 0.31 9.40 0.72
►# e ' " L QQ 0.19 0.50 0.10 5A0 4-69 6.42 0.45 0.61 0.38 9.40 uw
LINE DRAIN EEES Z�9 ' r RIM ST$71. DDD 0.30 0.50 0.15 5.00 4.69 6.42 0.71 0.97 0.61 9.40 1.43
INV OUT = 6 8.58 C2-1
TM jSTR 5, INLINE DRAIN LEGEND
RIM I - 671.00 N
f
SYMBOL DESCRIPTION
_ EX 8" SAN. SEWER MAIN
4
STM STR 11, INLINE DRAIN
BRIM = 671.fl0 �� EX SAN. SEWER MANHOLE
t EX GATE VALVE
_ r" u r r'1
STM STR 17, DI-3C L 12 % f 44 r
RIM = 671.30 J} Al„
INV OUT = 667.30 C 17 16' , 8,11('L} U cp ✓ Y EX FIRE HYDRANT ASSEMBLY
FIRE DEPT. C' / f' STM ,STR 6, INLINE DRAIN
CONNECTION y = �' RIM'= 671.00
EX STREET SIGN
TC
TL
PR - TI rO ���' � '-` _ LINE DRAIN EX STOP SIGN
1NIDT 10 IP \ J / RIM - 671?OOIN
✓J
_ S
LEN 8 ONNE �- - i� -. .•� PROPERTY LINE
s NETTO p. rx �,
r t DEPTH ! 1.: ' � : ` TER__
" 1 h'` C1-4 STORM CULVERT PIPE
IPE�4P �C ROVIDE 8"X6 lP�,. �� r EX STM STR 7, DI-3B L- )2°-'
!�lk t 1 EW FH P��� WAT REDUCER i�
¢' {
�� METER (p Ex F"Hr v p r� / RIM = 676.Q0`,Y
j
3$ 0 p V� O �' -~ i / NEW WATER MAIN
f r r
1 '
1
• , : �' 1 t 3 4 ,1wE:�s
,
:
+ l .'� f ' f 1 r• : i :, t l7 /` ' r " DRAINAGE AREA
f
N I 1 i ( ill r ' TR 4, ,t� - G9 EX STM STR /D1 � 126 / 1. E STM. S 1 1-3B L-$ IP -a
3 RI - 674.20 RIM-
i`F•.;�m� LIMITS OF DISTURBANCE
EX'STM STR 9, D13C $' X - SF X SILT FENCE
STR DITC \ y • + , € ,. _.. i' RIM 676.
\ STM STR 22. DI-1 „,�',. r �-- �,,--' y-''., ~ __----_
IM 641.89 OUTLET �� E>� STM STR 13,,.-D(-3B L=8 - n , r
INV IN• = 642.00 PROT TION RIM = 667.6:0 RIM- = 673.80 _ CONSTRUCTION ENTRANCE
WIDTH-10 INV OUT 665.18 2-DITCH r _,-__- b1
C69-DITCH g
LENGTH-8'12.1
�w..P . _
DEPTH-1:7' •, 1:� .. - _ 1�' 9 EXISTING CONTOURS
--STM STR 58A, MN-1 RIPRAP CLASS 1A TL R66TE� NV CUT = M2.00' 22-DITCH _w-
RIM -3 619.82 1 IDT �-
,t N w _- 680'--- NEW CONTOURS
' EP -1 7' `� SF X STM STR 5. DI-3B L=8 ® a, 'y✓
PR P SS x \ RiM = 675.6� Cy,3 ROCK FILLED CHECK DAM
STM STR DITCH INV OUT = 6 1.00 C 15- 14--`"`- ,
RIM = 612.00 , 1 c� ----- I
INV IN l 5 1 nr./ 4 r ._.� _ _ _ -___ - '` - - \ P INLET PROTECTION
#1 1-I) CH 1 :'ear^� Mli 104,E �
f v+'" .) !A 1 Est✓` 55
r -
4 `1,,111t 6 3.50 �. `�. op OUTLET PROTECTION
R, M ;7t fir;
OUTLET PROTECTION 1A,"V iti - :`, 9 \`
WIDTH-10 6-5 ✓ s ` ?�1 RIP RAP
fnri 0(.,!r ti5 1- 62
LENGTH-8 � � �-��\ �
EPTH-1.7'
IPRAP CLASS 1'A� ` - `�\ \w�`w.\ \ CROWN VETCH PLANTING
STM STR LAKE)
RIM = 610.00
~� +� DITCH
INV IN = 609,90 C71
�FH NEW FIRE HYDRANT ASSEMBLY
Oill �1 CO-1 SANITARY SEWER CLEANOUT 1
CO-2 SANITARY SEWER CLEANOUT 2
� 1
`( FIRE DEPARTMENT CONNECTION
� 1
GRAPHIC SCALE: 1 " = 50'
'50 0 50 100
R�� 1
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Prune codominant leaders DO NOT prune terminal
Prune rubbing or J leader or branch tips
cross branches A�
DO NOT stake or wrap
manic unless necessary
Remove all togs and labels
Cut away all balling ropes
Remove top of wire basket
Prune narrow crotch angles
and water spouts
Prune broken branches
Prune suckers
2'-Y mulch kept away from trunk
Sal well to contain water
back in sail
?:
Widen and scare hole wall
,�. �' 3:
� c-:
Q; ..
artaRy backfll, water to
•:,�,
.�: - �-
- -,
_ .t
. �-
settle soil, finish backfifling
Remove axrtainer and cut arcbn
ea for water drainage
it Leave solid sod pedestal - do
roots if container -grown, or as much not dig deeper than boll depth
burlap as possible 4 field grown
Dig hole 2-3 times root bad width
TREE PLANTER DETAIL
NOT TO SCALE
ALL PLANTINGS SHALL CONFORM NRTFI 165-36B OF THE FREDERICI( COW ZWK ORDINANCE
ALL PLANT =TTfUTIONS MUST BE APPROVED IN NRt(iTNG BY THE FREDERU iX1iM PLANNING
DEPARTMENT.
Permanent Stabilization: AN disturbed areas not payed shag receive a min. 6 in. topsoil
and be seeded as fobm
200 lbs Toll Fescue per lac.
12 lb. Annual Rye per lac.
10DO lbs. 10-20-20 Fertilizer per lac.
2 tans agricultural limestone per oc
2 tons straw mulch per lac.
Permanent seeding will occur as the final phase of construction
Temporary Stabilization: Seeding to stabilize areas lest denuded for more than 7 days, but not
yet at final grade shag be as fo m.
60 lbs German Millet per lac. (flay ihrouo September)
60 lb. Annual Rye per ac. (October through April)
450 lbs. 10-20-20 Fertilizer per ac.
2 tons agricultural limestone per oc
2 tons straw mulch per lac.
Seeded areas to be watered and cared for as necessary to provide grass emergence.
PLANTING SCHEDULE
BOTANICAL
COMMON NAME
SIZE
SPACING
QUANTITY
Aft-
ACER RUBRUM
RED MAPLE
2' CAL. 0 6' HIGH
AS SHOWN
65
ef
QUERCUS PALUSTRIS
PIN OAK
2' CAL. 0 6' HIGH
AS SHOWN
64
O
INKBERRY
18" HEIGHT
AS SHOWN
208
ip
CUPRESSOCYPARIS X
LEYLANDt
LEY AND CYPRESS
4$" HEIGHT
AS SHOWN
g
E
P�� NBC
PRE A
_\ �J�'
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/
v�, 1 •�� '�1%\ t \__� .-.__✓; { i �`+.-„-_,._../ .� fig!
c 0 0 0 0 0
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p \ f
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O°— /` \ N
O Q O
5' MIN 6' MIN 5' MIN
GRASS AREA AREA OF GRASS AREA
ANCHORED CONCRETE LAWN SEED WETLANDS LAWN SEED
WHEELSTOP MIX TYPE PLANTINGS MIX
SEED MIX TO BE
AS PROVIDED
BELOW
PARKING SURFACE PROPOSED
GRADE
SECTION A -A
SEED MIX COMMON NAME LATIN NAME
30% 3 LBS FOX SEDGE (CARER VULPINOIDEA)
10% 1 LBS DUCK POTATOE (SAGITTARIA LATIFOLA)
10% 1 LBS CARDINAL FLOWER (LOBILIA CARDINALIS)
30% 3 LBS MEADOW PHLOX (PHLLX MACULATA)
20% 2 LBS MARSH SMARTWEED (POLYGONUM PUNCTATUM)
SEEDED AREAS:
BROADCAST SEED MIX OVER THE ISLAND DRAINAGE AREA. ROLL
OR TRACK SEED INTO TOP 1 /4" OF SOIL. DO NOT ROLL ON
TRACK SEED IF SOIL IS WET. SEED SHALL NOT BE PLACED IN
POOLED AREAS.
MAINTENANCE -MONITOR WEEDS AND MOW REGULARLY DURING THE
FIRST TWO YEARS, WHEN DRY ENOUGH TO MOW. MOW EVERY
THREE YEARS THEREAFTER TO RETAIN HERBACEROUS COVER.
SPOT TREAT TO REMOVE INVASIVE SPECIES.
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SCALE: 1 " = 40"
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LEGEND
SYMBOL
DESCRIPTION
BOTANICAL
COMMON NAME
ACER RUBRUM
RED MAPLE
QUERCUS PALUSTRIS
PIN OAK
INKBERRY
CUPRESSOCYPARIS X
LEYLAND CYPRESS
LEYLANDI
LIGHT POLE
q
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