HomeMy WebLinkAboutSUB201400215 Plan - Approved Road Plan and Comps. 2016-03-21F3
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5
GENERAL NOTES
OWNER:
PIEDMONT NEIGHBORHOODS, LP
11111 SUNSET HILLS ROAD, SUITE 200
RESTON, VA 20190
DEVELOPER:
SM CHARLOTTESVILLE, LLC
11111 SUNSET HILLS ROAD, SUITE 200
RESTON, VA 20190
ENGINEER:
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, VA 22902
CONTACT: SCOTT COLLINS, PE
434.293.3719
TAX PARCEL #:
00940-00-00-01600 (DB 4498, PG 207)
TOTAL ACREAGE:
36,70 AC,
ZONING:
PLANNED RESIDENTIAL DEVELOPMENT
PROPOSED USE:
RESIDENTIAL - 26 SINGLE FAMILY DETACHED LOTS
HEIGHT:
DO NOT EXCEED 2.5 STORIES
DRAINAGE DISTRICT:
RIVANNA RIVER
WATERSHED:
MIDDLE RIVANNA RIVER
TOPOGRAPHY:
JAMES H BELL JR, PC (USGS DATUM)
DATE OF PHOTOGRAPHY - FEBRUARY 22, 1998
DATE OF COMPILATION - MARCH 12, 1998
ROUDABUSH, GALE & ASSOCIATES
AS -BUILT CONDITIONS FROM GLENMORE PERIMETER ROAD AS -BUILD ROAD AND UTILITY
PLANS - CARROLL CREEK ROAD AND FARRINGDON ROAD PLANS DATED APRIL 4, 2008.
TOPOGRAPHY VERIFIED WITH FIELD SURVEY ON JULY 7, 2014 BY ROUDABUSH, GALE &
ASSOCIATES,
DATUM:
NAVD 29
BENCHMARK:
EXISTING SANITARY MANHOLE TC 7-A TOP=278.17
CRITICAL SLOPES:
MANAGED & PRESERVED CRITICAL SLOPES ARE SHOWN ON THE ALBEMARLE COUNTY
CRITICAL SLOPE OVERLAY.
FLOODPLAIN:
A PORTION OF THIS PROJECT IS LOCATED WITHIN ZONE 'A' AS SHOWN ON FLOOD
INSURANCE RATE MAP COMMUNITY PANEL NUMBERS 51003CO450D AND 51003C0475D.
EFFECTIVE DATE: FEBRUARY 4, 2005.
DEVELOPMENT DENSITY:
26 LOTS/36.7 AC = 0.71 DU/AC
SETBACKS:
FRONT - 25' MINIMUM
SIDE - 15' MINIMUM
REAR - 20' MINIMUM
AREA SUMMARIES:
LOTS - 13.78 AC
RIGHT OF WAY - 2.53 AC
OPEN SPACE - 20,41 AC
TOTAL AREA - 36.72 AC
ALL LOTS CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE
COUNTY ZONING ORDINANCE.
NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PARCEL.
THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL-FORESTRAL DISTRICT.
THIS SITE IS NOT LOCATED WITHIN A WATER SUPPLY WATERSHED.
THERE WILL BE NO OUTDOOR LIGHTING ABOVE 3.000 LUMENS.
THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE
COUNTY WATER PROTECTION ORDINANCE
OPEN SPACE SHALL BE OWNED AND MAINTAINED BY GLENMORE HOMEOWNERS ASSOCIATION.
LOT
NUMBER
LOT AREA
(sf)
BUILDABLE
AREA (sf)
1
21,658
11,133
2
19,612
8,134
3
20,129
8,245
4
19,302
7,587
5
22,013
8,989
6
20,412
8,111
7
20,036
7,559
8
21,328
8,547
9
21,943
8,044
10
24,223
14,377
11
20,413
10,040
12
21,954
9,881
13
21,395
9,254
14
21,339
1 9,223
15
19,329
8,383
16
18,979
7,723
17
22,522
10,350
18
23,964
14,199
19
24,252
10,761
20
23,037
13,085
21
21,651
10,922
22
25,295
14,943
23
25,967
13,384
24
33,895
21,229
25
32,572
20,509
26
32,909
20,970
FINAL ROAD PLAN
SCOTTSVILLE DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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APPROVED
by the Albemarle County
SCommunity D velo ment Department
Date _ /��/Q p
File 602
VICINITY MAP
SCALE: 1" = 2000'
scdrT Fi COLLiN6'
rd Lic. No. 0/36791
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SHEET INDEX
TITL- .
SHEET
COVER SHEET
1
EXISTING CONDITIONS
2
LAYOUT & UTILITY PLAN
3
GRAWNG`& DRAINAGE PLAN
4
TYPI"AL SECTIONS, ROAD & WATERLINE PROFILES
5
NOTLS & DETAILS
6
UTILITY PROFILES
7
DRAINAGE & UTILITY PROFILES
8
-SHEET REMOVED PER ACSA REQUEST-
9
-SHEET REMOVED PER ACSA.REQUEST-
10
-SHEET REMOVED PER ACSA REQUEST-
11
TOTAL SHEETS
11
GENERAL CONSTRUCTION NOTES:
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS
PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES
OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES
OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP. OR STABILIZATION MAT LINE DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY
ENGINEER, OR DDESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
GENERAL CONSTRUCTION NOTES FOR PRIVATE STREETS:
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS
PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES
OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY.
THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN_ ADVANCE OF THE START
OF CONSTRUCTION.
3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE
CBR TESTS PERFORMED ON THE SUBGRADE SOIL, THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO
THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL
BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED, THE MAXIMUM ALLOWABLE
SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO
BE ACHIEVED.
7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN
EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A
BOUNDARY LINE OR A NATURAL WATERCOURSE,
8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE END TREATMENTS WILL BE
FIELD DETERMINED AT THE TIME OF CONSTRUCTION, ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT
SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESINEE, IT IS DEEMED
NECESSARY, WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF
PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
CG-9 (A, B, OR C).
10. WHERE RURAL. CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
STANDARDS PE-1.
11. PAVED, RIP -RAP, OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN,
IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY,
12. A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL
RESIDENTIAL SUBDIVISION STREETS.
13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE
TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE ALLOWED.
14, UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER
AT ALL STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY STREET
NAME SIGN REQUIREMENTS". THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF SIGNS UNTIL ROADS
HAVE BEEN ACCEPTED.
15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS
PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN
THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN
ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM
WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
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NCR. LENMOREAS5C7CIAr
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ADDRE S'PO BOX 7623
CRARLOT-TESVILLE, V 2906
ACREAGE^ 44,65 AC
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/ •Q1 / / / / ZONING: /PRD / _ - --- ''.- `__- _ I I , V I i I 1 ` .. _ ./ ' ` / / TN1P: 1 U93_M-'f MA-0040 `
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'E' /-- CHARLOTTESVLCE,_VA22903
A REfjG 4.15 !CC ` '1 /
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/ NOTES::TMP: 093A5-00-00-001001. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER /OO --- OWNER: GL ITED PA ASSOCIATES
� /._.. .--� LIMITED PARTNERSHIP
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES / / '-' --` :�, ADD ESQ: FPO BOX 7623 1
Oo /• BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS EDGE OF PAVEMENT. CONTRACTOR SHALL / -. �(�O 1 ---� { =�• -�
'�1�1RLOTTESVILLE, VA 22906
CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE
ACREAGE"48.6i�A
OR PAVEMENT BEING PLACED. / - ,w / ZONING: PRD;
0 O 2. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE ! I'llr -- DB/F G:-- �17/423 "- `� �\�
THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. ,
3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND •'� -
USE: VACANT- �4`-
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O
o �'o DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P DRAINAGE OR UTILITIES TO COLLINS ENGINEERING
_� „.
-
/ Uo FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY -� ,. , ,- _ ___ -
i� SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. ~�-'
j 0 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. Y -
v.
!/ 5. DRIVEWAY CULVERTS HAVE BEEN DESIGNED AS 15" CMP. CULVERT PIPES CAN BE CMP, RCP, OR HDPE PER �O -
O VDOT REQUIREMENTS AND REGULATIONS FOR CONSTRUCTION AND INSTALLATION. THE DRIVEWAY
/ Oo ENTRANCES MAY BE MOVED FROM THE LOCATIONS SHOWN ON THE PLAN; HOWEVER, ALL DRIVEWAYS _ O .
/, SHALL BE A MINIMUM OF 12' WIDE WITH A 12' MINIMUM ENTRANCE RADII. SEE DETAIL FOR THE DRIVEWAY - 1R-
C ENTRANCES ON SHEET 5. P
/ - _ . Jr�o ,
// (� EXISTING MH-CarrollCrk-4-1 \,\��/
.. , ..,C. TMP: 093A5-K2-OB-02400
. '9 \ �WNER: NVR INC D/B/A RYAN HO ES /
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"fMP:r 093A5-tC2-O,s�02800 s ,' �� DRESS: 1885 SEMINOLE TRAIL, IT 01
OWNER: AINSLIE, DONALD G & DAWN M ° ,
1, 'o .1CHARLOTTESVILLE, 2
ADDRESS: 3210/�ESTWICK PLACE `'' �' \.O ACR GE: 0.62 AC
KESWICK, VA22947 _- f aj� ZONI PRD
' , B/PG: 4547/240
ACREAGE: 5 AC _-- .
ZONING:/PRD r , o U R€SDfAL L���
- ;_.
DB/PG:' 4167/314 M-- -.
VACANT 1 U� I . ',: PROPOSED 12" PLUG / ,OTC,
!�-am.:-- ' '� EXISTING 10" DI WATERLINE � , _.
._-- -• � � &THRUST BLOCK �
/ 4
Ca
-_ - --/__ _ w � i --_ REMOVE EXISTING B.O.V. \ ___ " ��4.
..
-= "- i / \ -& CONNECT TO EXISTING ...... .
`�_ «... -,, �- -i io" WATERLINE x .
/
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'� �' -- PROPOSED 1o" DI WATERLINE
T:,
= � lfI ..
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T PROPOSED 20' ACSA , .
7 ACCESS EASEMENT r
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PROPOSED 12 x10 TEE
(2) 12" G.V., (1) 1o" G.V.
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/.'- -.' . / TMP:
093A5-K2-OA-01000
ff /' ' OWNE :
SANSOVICH DEVELOPMENT, INC
.. ADDR SS:
2000 RED HILL ROAD
. /
CHARLOTTESVILLE, VA 22903
AC AGE:
8 AC
(: ZO ING:
RA
"/-" .DE /PG:
4293/280
U E:
VACANT
PROPOSED 12"x8" TEE
00 (2) 12" G.V., (1) 8"
G.V. _
INTERSECTION OF CARROLL CREEK ROAD (STA. 5+8
& WATERSIDE WAY (STA.1o+oo)
STING E/P
E/P-E/P
-ING R/W
TMP:
093A5-K2-OA-00700
OWNER:
SANSOVICH DEVELOPMENT, INC
ADDRESS:
2000 RED HILL ROAD
CHARLOTTESVILLE, VA 22903
ACREAGE:
4 AC
ZONING:
DB/PG:
4293/280
USE:
VACANT
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o PROPOSED VAR. WIDTH STORMWATER . j.
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MANAGEMENT EASEMENT ' ; ..... ...................... -ASP
. .. ... _;�.: r:. - ,. MH-1 / I j ... '� RAIL ALONGSIDE
�' :., .::;:<:;;. 9 WATER EASEMENT (TYP.)'..'..' .. . ,, - - -: _ '.'PROPOSED ROADSIDE.'.......... � .................... . ' 8 8 5F ............. .
�..` ........ /o.....' ti CARROLL CREEK ROAD TO BE
... .
•3 ; 9S.
•I
F x�? . I........ ,
S `% gj - L.OT.1 ::. DITCH (TYP.) `' `.:•::;`::.:`` .................3.......... / I INSTALLED WIT
... VDOT#3 COARSE AGGREGATE OUTLET PROTECTION •?�•••• PROPOSED 10H THIS SET OF
w GEOTEXTILE FILTER FABRIC UNDERLAYMENT , 21. SF . .... ... / ..... PLANS - SEE DE - / ......................... :... /............. ' ' ' / ' DRAINAGE EASEMENT'......................... I I _, TAIL ON SHEET 8
. \'/'
- EXISTING MH-CarrollCrlc-2-1 L=6' W1=3.75' = 2�.:;•.:;::;:.. y°yU�- I ...................................................... �j
I ( W2 7.25, D 2 MIN.) ::::. / ...................... . LOT 1g .'...'.'.....'� I ................................................... , ..
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-
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T� G �'.'.'. ....'.......'.'..'..tip ...... ..........4�52 SF ...... / ..... . FIRE HYDRANT .
' ' ` I PROPOSED STORMWATER - = / /..�.. / P.' \ I ,� W 12"x6" TEE & 6" G.V. `3:t
PROPOSED EQUESTRIAN TRAIL MANAGEMENT FACILITY �� / / o v� X• • - p �- .... ........... ........../ h 1 l 'O'
I // �// / // /) /� / // //1`1// / // /\/// I /./I1 � :: /�I I . ..�I .�I .. /�I I ,I� I. II II I I- I 1. I �1 I�I �.I �..1I��I1 / �, `I "�I . I �, ".I /. �II .I 1 %-/1..:I -�,%...�.. 1-./,......, ., ..�-I/, ,1... .�. I : � ..,��.:, .
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1 vj ' I - yo5 r �� y z3" --6 ' .•..... SWM & ACSA SANITARY SEWER ti � � - 222' - - r' ,
.
o..... ...
......::: PROPOSED 20 .........� I ..... - _ _ -
....::::..
I.
II
'.' '. ' • :.::::i::::::. ACCESS EASEMENT ................. 15 SIDE I j --_
\ 44 UTILITY EASEMENT \... / .... ..'.....'...'.....•..... I = -------_-
.. I 132 \ \ o' ......./ SETBACK:-... I ' -
�\ I.
... .
........ ..... .... ........ -
1 xh ... I z)3, - -
_ -- \ ..... 6j, �.X, .. I ... PROPOSED ASPHALT
.. .......... .. .. ... .. .
.l
E ...... .............. .... - -----
PROPOSED SANITARY....................'.I
I I MH-1 LOT 1 ....... A - / SWM ACCESS PATH GREY - -
:•:::: � MH- 14 L ............. LATERAL (TYP.) _i IERON RO-____--- - -
�- ... :'.:':::::'....'....'. .......... 3� AD
�F za.. S
C: ,339
MH-1 .... '.........................'...,..'Z �.
j4 �- .. \ o, PROPOSED DOUBLE.—— — — .... �x � . ... i.. .
�I I o �....... LOT.1 ......... _
1 1 yo -�.. - -.-.-...... 1 ..... �5 ........... . _ .• WATER SERVICE TYP... 12' TYP.... / o. .... > .......... ` ....::.::.;::=:::::.: /:::::: r'::::•. / �:..................................................... OIQ
I LOT"2I <: PROPOSED SANITARY `.............................. ::. ti ..... / :::::::::.... S.................... -
/ PROPOSED 6 DI WATERLINE. _ ;`:
/ , .. .... _ / :::.::;;:::;•::;;•:: �nlw I PROPOSED 12 DI WATERLINE
:�:j-- I- 1�
I ........LATERAL TYP. rn ................... : / N cn �n
/ \ (. . ).. �n INSTALL 2' FROM E/P (TYP.) / /\..........................32i57z SF .... .t
�.. \ ....... ' ............................... / ....' I ..... 1
/ . .
o .PROPOSED FIRE HYDRANT.... \ ; ....... / 50 0 .. ..... / `I 'j 1 .
........... \ ` \' / / PROPOSED 10' PRIVATE ..... .....' 12 R (TYP.) I i-v-,�_V
�W/ 6"x6"TEE & 6" G.V. -OA ` / k5 ......
/ m ,9795.F . ............................... yh X�-:... / / / PROPOSED zo / / \ �...'...' '
l ................. ` / FTF j SEWER EASEMENT {
o • r L..
PROPOSED 20' o^ .. ..... . ............. °- �\............................. ................... a..........'- � ... 5 / UTILITY EASEMENT / ',� / ..... ,................................................ .
3 /_.-.
' o I I ti /.. ......................... `PROPOSED DRIVEWAY (TYP.) ' PROPOSED..... C'- k, ...... ... / / ,,,,, / I
T UTILITY EASEMENT // \ N X- oo " ,... 1 I \ .
...... \ � A ............................. / PROPOSED 8 x6 REDUCER ---- ___-_:...................... ,
6 / ...
/ ............. ° ROADSIDE k y. :: 12' T P
• 2:z,�22 SF• .PROPOSED 6 45 BEND , �, _-I o .... & 1 6 G.V. / a1 /// - -___- . J
.. \ DITCH (TYP.) s I /�� / O -.� r f
LOT.17 .. MH-32 - yt�o 76k5o::: / VDOT#3 COARSE AGGREGATE OUTLET PROTECTION /i`i:;,>°== ` ` :,
�/ L...'..'..'..........'.'.'....'... . ..... . ... � . __ -I..... ' ' S0 R/W-R/W / w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT -
,I z......................................................'.'..'.'..\ I I 1� �O°i......: ......... / (L=16', W1=6% W2=18', D=2' MIN.) I �--_.. --- .. I II
, / _ / .. .. .. .. .......
:::..
/ ....... ......'.'.-.PROPOSED 6"x4" REDUCER \ 1111 I o.... ............... / / �� m .. ..........----........- Ir
\........... .'.. y1k5..� .......'>...... PROPOSED DITCH #1 ..
i' & 1 G.V. ,- I "'........................................................ - -
x ..
T- .
/ cn 0 / �8 \ .. - .. �.� 4 p0_� ............ / .......... PROPOSED DOUBLE
Io �..................... 18 ... i _- _:.
.
' /.. / 18+50............ :;- ..._, 1'. .1..,1... I TMP: 093A-r<2-OA-00500
/.. -r 1009. R.' PIROPOSED M H-34 OPEN SPACE / _:. I ........ ..................'WATER SERVICE (TYP.) ...... .
/ M H -16 \ I-..'.'-1- .............. ......................... .......... r .
.......... .. ... .. .... .. ...... .... ... RY, LA
,r MH-1 '�> \� / < : .'.'.....I...... ... v'DOT STD. GR-2 VDOT f#3 COARSE AGGREGATE OUTLET P OR TEcrION........................................................... w RRY F OR DOROTHY S
NER GRE
5 .. I S/p -- -- 19+00 h� 20' E/P-E/P GUARDRAIL 20.12 AC. -' N ' ' ODDRESS: 1935 AYLORS GAP ROAD ' II :. ...SFT\ F Lj .................. ry �� � w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT mIa .......................... I f ..
I:: 1 .. ..... .e, i( ,O / (L=8', W1=2', W2=8.66', D=2' MIN.) ... NC1RT GARDEN VA 22959
K .. .'.'.'.'.'.'.'.'.... T. I �" P OSED STORMWATE LO.T 26 ...... -
, . MH- ROP R m .................... ......... .
.....
Y;. .... .............. 1 33 / y n ..{ ACREAGE: 4 AC
' ' ...12'R (TYP.) '.'.'.'.'.'.'.'.....'.'...-. -1 - -: -� MANAGEMENT FACILITY&;.........................32-9oQ9 F-a .�.-. ..-........ ..... 't� .
.. i. Jrt�i :., .
/ /............................................ -� -. : ' ;, - / �.A....................... ............................. I ZONING: RA
::. ;•;:,. .i . :;, ', :•::::. VDOT #3 COARSE AGGREGATE OUTLET PROTECTION N . ...... .
.................................. .N .'.'.'.'.'.'.. .. ::.. ._,.:�'''•.•:,'=:' r• .. ;'
m I DB/PG: 4293/ 80 / �.<; Oo u? U .......... ............ 4 . R...... 9 t:4 S. ..................EXISTING ROADSIDE... .
l ,a„. - `' ' . w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT PROPOSED VAR. WIDTH STORMWATER
oo-YEAR FLOODPLAIN . ................ .. ..............rr, - ..... ................ ....... f,.. 'S* ,. .................. .
I ..... •.a -n , ........................ .... " .. ....;,i•c. L=35' w=10' D=z' MIN. I ................................ DITCH TO REMAIN'... USE: REST ENTIAL
`...• �................................ . .....'.'..'.'.'.cA. -� ... '...'....'.'..'..'.'... .: r; , .. '; :::::: ( ) MANAGEMENT EASEMENT
- ................ y
O
.........................................................
LQ.T �.$. 1 •::?,. I / PROPOSED DRIVEWAY (TYP...... I f .
' ' . Z ...... PROPOSED 4 D1 WATERLINE ,r:,- ::•:::•: / I .............. ........................................ .
-` .
..::.::,: 1, /
. . . . . . . . . . . ..:::•.::•.::':::
I a. ` PROPOSED STORMWATER _ - -- I' S'o:........................................... \
c<'�,,\� PROPOSED UTILITY •�• , MANAGEMENT FACILITY - {
.
-- 2
` ............ EASEMENT.... ___- -z2
i
..............................
v / -.., / /
/ ^ � �:�:::..:...::, i?iiii:;:�::::;:.;:•:::-':..:::�::::4:•;::�:;:::;:::;:c:�i:4ii:i>.;�:;�?i:ii�iii>.:� r:cii:(:ii>.:4:'::r:5?:isi?is4::::.::;:•;:•i}i:;:.:..:::,::::::• ::•::. .. _. ___. _ _. �.
. .• �\ PROPOSED TYPEA:::. :.::::::::::::::....
\V�� ,BLOW -OFF ASSEMBLY PROPOSED ASPHALT OSPREY DRIVE
' I;:. \:::::.:::::..:/ ,____SWM ACCESS PATH I
r. 'I/ PROPOSED VAR. WIDTH ACCESS & \ - PROPOSED FIRE HYDRANT --
, o oo STREAM BUFFER i� STORMWATER MANAGEMENT EASEMENT \ / AT - _ r Tangent Data ° PROPOSED 20 T.
\ / .
II
WATERSIDE WAY Length. 18.423 Course. S o7 56 46.6367E I r
/ --:..
UTILITY EASEMENT
VDOT 93 COARSE AGGREGATE OUTLET PROTECTION
,
Tarn ent Data T-
Q \ w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT g Circular Curve Data -' { , „ /
/ • •'• PROPOSED 12x6 TEE W
I.
`• (L=11% W1=3.75', W2=12.25', D=z' MIN.) •' Length: 63.285 Course: N 80' 52' 21.2054" W Delta: ° 21' 668 " Tye: RIGHT
44 53 4 YP I I f I. (2)12" G.V. & (1) 6" G.V.
` '/ Radius: 475.000 EE GRAPHIC SCALE Length: 6 . Tangent: 1 .6 •
I' Circular Curve Data g 3 7 799 g 93 74 �: I I
ly' 'Q 50 0 25 5o Too zoo VDOT #3 COARSE AGGREGATE OUTLET PROTECTION Delia: z ° ' 2. 18 " Tye: LEFT 9
T 4 45 3 3 5 YP Mid -Ord: 35.157 External: 37.967 I,
I I I I I W/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT' i t
{ (L=1z', w1=z', W2=12.66', D=2' MIN.) Radlius: 500.000 Chord: 358.679 Course: S 14° 14' 10.1975" W _ -
�f Length: 216.063 Tangent: 109 744
Y �. / Mid -Ord: 11.625 External: 11.go2 Tangent Data f II
, O ( IN FEET ) - _ * - 4 or nurse S 8 ° g �`
1 inch = 50 Pt. Q� Ch d: 214.386 C 6 44 5z 6354 W Length: 51.656 Course: S 36° 25' 07.0317" W I
J=
'--_- r �1 O , F- - Circular Curve Data Circular Curve Data ' _:
0 '-,� / Delta: o ° 21' 26.2 1 " T e: RIGHT Delta: ' o 0 21" Tye: RIGHT
�• ' .- ::: _/I 9 4 5 YP 38 45 7 3 YP 4 --_
/- ____ �-, Radius: 750.000 Radius: 350.000 I EXISTING 12" DI WATERLINE I
/T t k' T �, . Length: 1.22.487 Tangent: 61.38o Length: 236.722 Tangent: 123.090
/ - - �. _
`- ` ._ ��� Mid -Ord: 2.499 External: 2.507 Mid -Ord: 1g.823 External: 21.014 -'
��<> --1 O O T, - -- j Q�C / Chord: 122.311 Course: S 790 02' 49.5969" W Chord: 232.236 Course: S 550 47' 40.5477" W ' I - x 4
\_ /
. -- -� 01 ,ice .. ,
.. �( :•:•' / -% Tangent Data I I
1 Tangent Data LOT 16
-_ = : _- "; `� ;'.. ,/ -� 1 ., Length: 195.300 Course: S 83° 43' 32.7177" W Length: 50.939 Course: S 75' 10' 14.o638" W I
- TMP: 0 3A5-K2-OA-00400
CONNECT PROPOSED
0?FX _ TMP: 093A5-00-00-00100 Circular Curve Data Circular Curve Data 12" WATERLINE T OWNER: S NSOVICH DEVELOPMENT, LLC
j I ADDRESS: 2 00 RED HILL ROAD
`' ' To OWNER: GLENMORE ASSOCIATES Delta: o6° 11' 11.5284" Type: RIGHT Delta: o8° 27' 56.2935" Type: RIGHT EXISTING 12" WATERLINE I .., .. .
LIMITED PARTNERSHIP Radius: 1055.00o Radius: 1000.00o C ARLOTTESVILLE, VA 22903
1.O PROPOSED EQUESTRIAN TRAIL ACREAGE: 4 15 AC
V) 1 ADDRESS: PO BOX 7623 Length: 113.914 Tangent: 57.012 Length: 147.753 Tangent: 74.011 I
'' CHARLOTTESVILLE, VA 22906 Mid -Ord: 1. External: 1.
537 539 Mid -Ord: z.728 External: 2.735
O11 ACREAGE: 48.65 AC Chord: 11 .8 Course: S 86° ' o8. 818" W ° ;. DB/PG: 293/280
3 59 49 4 Chord: 147.61g Course: S 79 z4 1z.z1o6 Vu/
ZONING: PRE)USE: ACANT
T / DB/PG: 1717/423 Tangent Data Tangent Data I I 6
USE: VACANT Length: 120.739 Course: S 89° 54' 44.246o" W Length: 26.709 Course: S 83° 38' 10.3573" W ,
o r - I..- / / . / . . . . /
����T 07
- - �,6
,I
O SC T R. COLLINS'�
U No. 35791 ;�.
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/ \ �.'. •.....'^•...•...."..'-T ' ' � -'' � CALF... ... ......... .. ... .
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t FOR FINAL LANDSCAPING PLAN -__ ._ �---� / f I c ss o Tc ! I r—
�. _. .... ._. 4 /.: �T�T DRAINAGE EASEMENT RA.. ..4...F4... ...... .......... / r,VD T #3 RS E rr se,-i
...J.OUTLET PROTEL�T/ \ � /� /i 1 ! O � �.. .. .. �- R� / �t '�•, •V � � � , � t ! ' t + ��• �'I t I � M
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14210
SCALE
1 "=5
LOW PT STA:10+47.50
LOW PT ELEV.- 419.38
-r..+- r v 1 .1 i h:1vr v.vv
PVI ELEV:419 5
K:35.00
LVC:35.00
Ln � Ln
425 " O)
+�
O w o
Lii v
> > ;
m
m /w
420 /
1 415
HIGH PT S 12+25.00
HIGH PT ELEV: 417.6o
PVI STA:p�•2+50.00
PVI ELEV:417 35
K:1�.67
\ L\tC- o.00
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\ o 1p o r9
Ln r Ln
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PROPOSED 12"x8" TEE
(2) 12" G.V., (1) 8" G.V.
STA. io+15
410
PROPOSED FIRE
PROPOSED 8" CL. 52 D.I. WATERLINE HYDRANT ASSEMBLY
i STA.12+51
1 405
INTERSECTION OF CARROLQ CREEK ROAD (STA. +8
W/ WATERSI E WAY (STA.1+00)
400
1 395
HIGH PT S:14+25.00
HIGH PT E ILEV: 410.35
PVI STA:�4+5o.00
PVI ELEV:4o9_35
i K:5?.00
LVC: o.00
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+ +
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PROPOSED 8"x8" TEE
8" G.V.-
STA.15+78
STING GRADE
425 1
4201
41-5 1
410 1
_ \ 405
ROPOSED GRADE \
PROPOSED 6' CL. 52 D.I. WATERLINE
\ 400
00?,0
PROPOSED 4"go° BEND TO
�
TYPE A BLOW -OFF & AL
I
395 1
PROPOSED 8"x6" REDUCER /
6" G.V. PROPOSED FIRE
STA.15+84 HYDRANT ASSEMBLY
390 I STA. 3.5' IN. 390
PROPOSED 6"4' REDUCER
4" G.V.
STA. 17+57
PROPOSED 4" CL. 53 D.I. WATERLINE
385 1 1 385
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I
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� 3r
, T. GROUND
--t- `../ 3:1
IST. GROUND 1-6.5' 4.5' 40-
/lST. GROUND
EXIST. GROUND
POINT OF
LFINISHED GRADE
SURFACE
2X 2X
776A �SUBRASE
10'
(TRAVEL LANE)
58'
R/W
TYPICAL N�IGHBORHOOI� ,STRT�'T S'E'CTION
IP.4TERSfP,F Or.4Y (P.A2fV.4TF - 58' Rl-*)
c�
POINT OF
FINISHED GRADE
SURFACE
2X 2X
(TRAVEL LANE)
1"=1'
BASE SUBBASE
6.5' 4.5 - 4 - ,
(TRAVEL LANE) 1
20' E/P-
50'
(TRAVEL LANE)
2X
ASPHALT
TRAIL
R/W
TYPIC�IL N.EIGHBORH00D ,S7'R�'�'T S�'CTION
OSPREY DRfVP (PR IYATA' - 50' R14)
ROAD CLASSIFICATION SCHEDULE
ROAD NAME
STATION
VPD
PAVEMENT
WIDTH (A)
PAVEMENT THICKNESS
FUNCTIONAL
CLASSIFICATION
SM-9.5
BM-25.0
21A
WATERSIDE WAY
10+00- 19+02
230
20'
1-1/2"
2-1/2"
6"
PRIVATE
OSPREY DRIVE
10+00 - 19+75
110
20'
1-1/2"
2-1/2"
6"
PRIVATE
NOTE: INSTALL BINDER COAT OF 1/2" TO 1" OF SM-9.5 OVER STONE FOR CONSTRUCTION TRAFFIC PRIOR TO THE PLACEMENT OF THE FINAL COAT OF ASPHALT
1-1/2" SM-9.5A
SURFACE COURSE
2-1_/2" BM-25
INTERMEDIATE COURSE
6" COMPACTED AGGREGATE
BASE COURSE, VDOT #21 A
OR #21 B DEPENDING ON
ULTIMATE TRAFFIC LIMITS
AND UNDERDRAINS
COMPACTED
SUBGRADE
ASPHALT PAVING
NO SCALE
3-4" .•_~'ra'Ji.`v�itfi.-i..sad-F- i ,':-•,-. v.cT �;+ �,; ».--: -
;z+'H v{s.r. t;, , A �{'"�'.�,s-'Sys,'�.�.� i�'�•-., f,'F. ' '+;•YN'M.;? "'y;
HARDWOOD
: „-r,.;, . � �"�r'�'r, r�:,v;,T� 't'' ??....Y,.• ,nr?Y� s », i•w:.��"•5...
MULCH ���\0/0�/���/
COMPACTED
SUBGRADE
EQUESTRIAN TRAIL
NO SCALE
NOTES:
1. THE EQUESTRAIN/WALKING TRAIL IS PRIMITIVE TRAIL SHALL BE
CONSTRUCTED TO THE "PRIMITIVE TRAIL STANDARD SHOWN IN THE
ALBEMARLE COUNTY DESIGN STANDARDS MANUAL, SECTION 7.H.
2. THE EXACT LOCATION OF THE PROPOSED EQUESTRIAN TRAIIL SHALL
BE FIELD DETERMINED WITH REGARD FOR THE EXISTING NATURAL
FEATURES.
3. THE TRAIL SHALL BE 8' IN WIDTH WITH A SURFACE OF 3-4"
HARDWOOD MULCH.
6" COMPACTED AGGREGA TE
BASE COURSE, VOOT #21A
2" SM-9.5A
SURFACE COURSE
COMPACTED -,,-I
SUBGRADE I A SPHA L T PA TH/ 1
PA VED EQUES TR/AN PA TH
NO SCALE
�_ WT
EXIST. GROUND
EXIST. GROUND
3:1
EXIST. GROUND
6.5' EXIST. GROUND
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+5o 19+00
PROPOSED
12"x1o" TEE
(2) 12"
G.V., (i) io" G.V.
PROPOSED
FIRE
�
A 5+06
\
� � �
A�T
ASSEMBLY
ROAD E/P
420
\
STA, 50
5' ROAD SHOULDER 5' PEDESTRIAN TRAIL
r
DRI VEWA Y
2" ASPHALT -�
29,
----- -----' _' _._
415
6" AGGREGATE BASE
EXISTING
GRADE
15" CUP CULVERT
410
PROPOSED
&THRUST
1z" PLUG
�
ASPHALT TRAIL DETAIL
STA. 2+50
BLOCK
�
NO SCALE
PROPOSED
12"A8"
TEE
(2)12"
G.V., (1) 8"
G.V.
STA.
5+71
405
f�
MIN.
35'\
`
PROPOSED 12"
CL. 51 D.I. WATERLINE
4O0
400
V
RTICAL
RAPHIC
SCALE
\
5
0
2.5 5
10
20
395
PROPOSED
HYDRANT
FIRE
�
395
( I�
1 inch
F'EET )
= 5 ft.
PROPOSED FIRE
STA.10+17
HYDRANT ASSEMBLY
(2)12" G.V.
(1) 6" G.V.
390
If
�� ONT-A L--&R-kP
I-I=I
C L-�
STA.
39 o
50
0
I 25 50
( 100
200
385
385
( I
r F'EET)
Lnc •
= 5u
CONNECT
PROPOSED 12"
CL. 51 D.I. WATERLINE
TO EXISTING
12" CL. 51 D.I.
WATERLINE, STA.15+97
380
`�
380
CAARROLL
CR
EK RQAD
W�TERLINE
375
1
375
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O SC TT R. COLLINS `Z
,U No. 35791
o� y/2Z//6
o��SSIONAL
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Notes:
See VDOT (toad and Bridge Standards, Sid. PE-1 for cut/fill details.
All entrance grades shall startback.of the shoulder fine.
If drainage is necessary, the ditch line may be moved back to provide 9 inches (min.) corer over pipe.
Entrances shall be 12 ft wide and transition smoothly into the roadway :surface., Driveway enrance
pavement shall extend to the right of line. When an existing . ireet Is re -developed and modification of
an existing driveway entrance is required, the entrance pavement shalt be extended to the right at way
line or the extent of disturbance to the exisbng driveway.
I y
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r
2 n 0 I
Pipe culvert
-
if necessary 12 FT
_'..
`:SURFACE"
,GRADE 16 FT'
Ditch flow line � , / `� R-12' Q � �
; 6
Shoulder
Edge of roadway pavement
-+i-- -w ROADWAY PAVEMEPR oft a -
FIGURE 9 - PRIVATE ENTRANCE DETAIL
DRIVEWAY ENTRANCES (LOTS 1-23)
(GENERAL PB-� PB-1 1
SEINER SERVICE LATERAL CONNECTION NOTES:
1. METHOD." " PI BEDDING SHALL BE USED FOR �y� _S OF PIPE CULVERTS WITHIN THE
�
Notes:
See VDOT Road and Bridge Standards,'Std. PE-1 for cutt811 details.
All entrance grades shall.start back of the shoulder line.
If drainage is necessary; the ditch fine may be moved back to provide 9 inches (rriin.) cover over pipe.
Entrances shall be 12 ft wide and transition smoothly into theroadwa/ surface. Driveway errrance
pavement shall extend to the right of line. When an exisdng streetis re-developed'an4 modification of
ti r • t
an existing drivewa} entrance is required, the entrance pavement, be extended o the right of way
line or the extent of disturbance to the existing driveway.
8,E;
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Pipe culvert
if necessary ��
12 FT
SURFACE" o 'd, CIA
GRADE 16 FT•` .- R=20'
Ditch slow line
Shoulder
(MIN.)_:
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f •
Cl.
N
qF
m
L ��.
Edge of roadway pavement
-.rt--+.t ROAD'NAY PAVE�t1ENF w.--rr.-
FIGURE 9 PRIVATE ENTRANCE, DETAdL
DRIVEWAY ENTRANCES ONTO CARROLL CREEK ROAD (LOTS 24-26)
NO PROJECTION OF PIKE ABOVE GROUND LINE
H OFTjr
ACSA GENERAL WATER & SEWER CONDITIONS
1.
WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA)
INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA
SCO' T R. COLLINS `Z
OFFICIALS AT THE START OF THE WORK.
O
2.
THE LOCATION OF EXISTING UTILITIES ACROSSTHE LINE O F THE PROPOSED WORK ARE NOT
LY D
NECESSARILY SHOWN ON THE PLANS AN WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT.
CO CT
L� No. 35791 �
o Z L
THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND
STRUCTURES, AS NECESSARY.
IONAt E
3.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL
WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4.
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
S.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
6.
ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED
FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES,
SERVICE LATERALS AND WATER LINES, ETC.
7.
ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8.
VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE
DURING A FUTURE EXTENSION OF THE LINE.
9.
TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
1o.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION
REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE
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SAFE DRINKING WATER ACT).
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TOP OF CWT PAY LIMITS F (TYPIGAL)
APPLlG T OF COVER RANOE NOTED 8 APNDA'RO PC-1 TABLO UN E98 TOP OF FILL TOP OF FILi TOP OF FILL CUT LET PiPE TO
I. 'rVHERE A SEWER S'-RVICE LATERAL CONNECTS r0 A MANHOLE OTHERWISE NOTED ON THE PLANS, � � � PAVr ANTWITH 45"
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
SUBBASE
INDICATED , [HE TOP (CROWN) ELEVATIOtRI OF THE SERVICE 2. H - FE14W OF COVER MEASURED FROM TOP OF C"VEJtT TO FINISHED GRADE. _ T _ � D C ): �
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE GROUh� 1R LINE GROUND ID LINE S GROUND LINE z F R _.___._
a. b ■ EXCAYATIO� DEPTH A3 SHOWN ON PLAM OR TO tM GEARING SOIL. -
4_
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED j -t r � Te
TO THE MANHOLE. j �- rrrrrr rrrr, - rrrr+rrr rrrr I-- rrrrrrr r r ►. I , R�YEIIENT
,� r'' COMBINATION UNDERDRAIN CD-1 AT LOWER END OF �.UTS
CIRCULAR PIPE Il - �`, r% = I rrr�.� ��r EIS I ,.+ -
rr r/` - TRAVEL LA±fNE3
2 SEWER LATERALS TAPPED INTO Atli Eks'rliaG SEWER MAIN SMALL �jj _
K F c' I SI ' , A PSADDLE.'` 1. D ■OUTSIDE DIAMETER OF PIPE. r+r +� . r r EARTH N rrr d err UNYIELDINGROCK
- -rrr d I EARTH (WITH TTi ,1L9��CT MATERIAL) _ -• _ ,�.-
B_ CONPd__TED J�IIG PIPE ca cv SOIL a i 1� i�► ry
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION ,SHALL BE 29b '�. S(� OVPIDE t?lA�TER OF PIPE, I - � - I p
_ . T MATERIAL
(T/4" PER FOOT) l 3. X ■ WIDTH 4F CLASS I f3ACKFiLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. ' - - ° TRENCH PLACEMENT - Av � 1TS TQ
X . t2' �YHERE d 18 LESS THAN 35". -- T - - A - jl'
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MTh! X . % NME d l5 WMD GREATER. MIN. m �r MIN. 1/ 10 D _._. RULP€R LINE� WITH hti' [�
OF q•. _ MN. itI'0 D X D X HERDING 1/10 D X D X HERDING -■k� PAVEMENT
SURFACE & EI1tSE
b" DiRECtm pY TH ENGI . DI MATERAAd. MAY >E NAMA FUR � � � � TOE OF FILL
NOR EARTH FQIJNDA 4!d$ E Etdif3ANC4r PIP PE EPT A MATERIAL MATERIAL X D x >a
U� E PLA'3TIC PiPEI cs o ra s� c, o r� i .,,rr SUBBASE ,� z
5. ALL SEWER LATERAL5 SHALL HAVE A MINIMUM COVER 30" AND LESS DIAMETER WiTH HEIGHT OF COVER 1V OR LESS. 1/j" PER I' QF 11 j, ,.� .0 � 0 � � � � � �� � w
OF 3 FEET. F.a�N, B , MAX. 24 >•OlJNDATION SOFT YIELCINC OR ca• o, a- c� . o+ • p • a - a - fl o • s� - SELECT MATERIAL TYPE 2 OltE (TYPICAL)
01 5. REGULAR BACKFYLL MATERIAL MAY BE USED NI LIEU Of CLASS I BACKFILL MATERIAL FOR
I NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL O ¢ ALL FOUNDATIi TYPES FOR ROUTINE ENTRANCE PIPE (E1(CEPT PLA$T� PIPE) 30' AND , �
SALT LESS IN DIAATER WITH HEGHT OF COVER IV OR LES•3, I ? +,, : i s A , ' 116y Ai4flrTE(3ATE, #B AGGREGATE OR CRUSHED
GLASS MEETING #8 GRADATION REQUIREMENTS. I�
rREA'1 EU 6. BEDDING AND CLASS I BACKFILL MATE ,MAY CBE ELIMINATED FOR SHOULDER RIPE PROJECTION ABOVE GROUNC) EWE . PLAN VIEW
2 y, 4 SLOT INLET S-)3) OUTLET PIPES Ii ST'Ai.LATION OE41TEXTltE DttAINAC>~ FABRIC (PLACEMENT Off' CD-1 COMBINATION UNDERDRAIN)'
FllJr`�HED GROUhID MARKER �s I
ELLIPTICAL PIPE_ MIN. 1.5 x D MIN. L3 x 0: MIN.1.5 x D MIN.1.6 x D MIN. 1.5 x U MIN.1,5 x D
TOP 9lr FILLOR
TOP OF FILL T4f' OF FILL
1. 51 OUTWE SPAN DIMENSION OF PIPE.
■ 11H DIMENSION OF PIPE. - z !� PAVEMENT SURFACE & 1'lA9E W
2. $ INiE1DE 9P rf r .� ; ....... rrrrrrr , „ g o ,a c "� SUBBASE OR CF. A t Swu,4 SUBBASE
3. R ■ OUTSIDEDIMENSION OF PIPE. rrrrrr rrrr r -- rrr rr . rrrrrrr - rrrrrrrr r, rrrr rrrrrr o
�- „ r, r,�r�rr rrrrrr -- rrrrr ' rrrrr . . ` ` , " . SELECT MATERIAL TYPE SUBQRADE
rrrrrr ` � rrrrrrrrrrrrr rrrrrrrrrrrrr .�.. p�
r Ice
4. X WfiJTH OF I CLASS i BACKFN.L MATERIAL BEYOND THE EXTREMITY OF THE PIPE. /` r - r rrrrrr - -- _ _ a a 4 A .. g} p c
- k 121 WHERE $ Fa LESS THAN 35". ! I , rrr r�,�'.%f rrrr rrr -�-- rrrrrrrrrrr rrrrrrrrrrr ,.,. . A , A tCEM4ENT OR LIME BTAZEQ)
ly ,a rr rrrrrr a rrrrrrrrrrf rrrrrrrrrr ..AA I
/ y " WHERE 8 15 30" AND GREATER rf' � r� r f r rrrr,�r � rrrr r�' rr rrrrrrr X �' r rrr r'r GROUND k rr rrrr s1 rrrrrr GROUND rrrrrrrrr , rrr�rrrrr,� o GROUND #57 ASI1 EI4TE, #8 AGOREOATE OR CRUSHED
15. WH DIRECTED TI•� �{ 'WI G M TEiRlAL MAY E iM NATED FOt�
PLUG END t7Fa . rr LINE ra - LINE
-� rrr .� rrr _ o �, -- LINE UEOTEXTf1.E SLABS MEETIIGI #8 GRADATION REGIUIREMENTB.
NO EARTH F NDATIQNTS ! NE NTR�fGE (PIP 62 I$ 3Q' OR - r a rr = r .�, rrr�r�� �_ 7 DRAINAGE ,, I GENERA NOTES
MAIN LINE SERVICE LATERAL LESS AND HEIIGHT OF COVER 1WOR 6E5$, I �® f- T FABRIC
S CTIUN -I �"
9. R OULAR t3A0,KF L MATERIAL MAY BE IN LIEU OF C ASS QACKFILL AERIAL FOR ' _- T - _�1, I UNLESS SPECIFICALLY INDICATED COMBINATION UNDERDRAIN WILL NOT BE
p I ht T - i
4 ' Q'D" A L FOUt�A?iON TYPE;i FOR ROUTINE ENTRANNCE PIPE W}�ERE Sg f3 3s" OR LESS AND i lIi Il llm III II ;� EARTH 11 ROr,K OR `i I LOCATED AT THIS POINT WHEN BOTH SUROASE AND $UPGRADE ARE STABILIZED,
HEIGHT OF COVER 15' OR LESS. MIN. 1/10 D -III-III- UN'rIFLDING } � - '
MIN. 'I/1a O x D X BEDDING "PER SOIL ATE AND THROUQHLY HAND T/QM TO
r r^ r tTt 4, TRENCH SHALL BE FILLED WITH AGdE�I
PIPE ARCH I hfATERIAd. 1'� OF H„ X MIN. 1/ia 0 EARTH
D X - /a BEGGING 'SERE,. � I INSURE CAM�'A4TNE93.
MIN. 13 BE pOINO MATERIAL
SPAN D ION OF PIPE. MAX. 24" MATERIAL NON -PERFORATED
OUTLET PIPE 3. OUTLET PIPE $HALL I OIN AT THE EDGE OF THE TRAVI1. LANE PAVEMENT AND
1, 8
FOUNDATION SOFT, YIELDING, OR 6MAIRL }P ER ON A QIRME PMALtLEL TO THE UMULDER 5LOPE 29MIN, 0 9
NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL
2. R ■RIB 0➢8510 OF PIP€, CRUSi-i STRENGTH 4.1 ON CURB AM GUTTER SEf r"TlONB, WH17i£ IT I$ A '035�LE TO OTHERWISE PROVIDE
OUTLETS FOR U�DRAJNB THE ARE TO BE LOCATED SO AS TO 0 DROP
3. B - PO-i T F FOR APPLICA� PIPE MATEPtIAJ. BEDRWG MATERIAL IN ACCORDANCE YJITH EMBANKMENT ;TYP£ OF PIPE W.T. 4" NOM, DIAMETER �kW.T. 9" NUM, DIAMETER � INLETS OR MANHOLES. Y 7 TE DRAIN INTO
SECTION 302 OF THE ROAD AND 8RIUGE NOTES:
i lE'4 LINE 'r YE - TEE 4. x - WIDTH OF GLASS IBA,CKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE, SPECIFICATIONS. SMOOTH WALL PVC .103 1 O.1b3 I
x t2" WHERE. $ Wt I PAR THAN AAn FOP. GENERAL NOTES ON PIPE BEUUING, 5. ON SUPERELEVATED SECTIONS, TRIVCH IS TO BE UNDER ENTIRE PAVEMENT AREA
PLAN x , 1B iWHERE Sj 1$ 35" AND QREATER CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE IN5TALLATIQN OF PIPE CULVERTS SMOOTH WALL PE '70 PS R��k 70 PSI XXX I WITH OUTLET PIPE ON LOW SIDE 0 Y,:
q�p�� WITH SECTION 302 OF THE ROAD ,AND BRIDES AND STORM SEVIER$ GENERAL NOTES ��-Ti� L� T79p qq�� qq1t��77��ET �7� p�
3. NPRM�ALa RTH 44YNpATiONEo t 9ED)DTIND MINE E igAN PiP� EYfH ELIMINATED
FOR OR SPECIFICATIONS. ON SHEET ta7.0a, �I'H'V 'T LEYAT18N OF R EIYIN'3�DR I TCH DR TSfR ORE. MUM OF 1'-�' ABOVE
VARIES LESS AND HEFT OF COVERR 15 OR LESS. I rr+r FOR PLASTIC PIPE CLASS T BA,CxFILL MATERIAL CRUSHED CLASS CONFORMING TO THE 7,1 AEI. CONNECTIONS (ELBOWS, WYlr3 ETC) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO
��p q��7 Mq� F �N iN ACCOROANCE WITH SECTION! 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RUN X WALL THICKNESS (MIN) - INCHES I AL OF THE $WAS (ELBOWS WY0 ETH At3 THE OUTLET PN'E.
5. ALt FOUNDATION T E�t FOR ROUTU,EUF RAINGE�PiPEPYiF�F 31 � 36' 4R LEE38 tWD AND BRIDGE SPECIFICATIOraS. USED IN LACEEOFbCLASS2I BACKMAY FILL. X, XX TESTED ACCORDING TO A'STM D-2412 AT 09 DEFLECTION.
HEIGHT OF SHOVER 1Q OR LESS. � B. OUTLET PIP(: TO HE SECURELY CGNIIEOIEO TO EW-120R OTHER ORNNASIE
• i FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL
.rrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD STRUCTURE.
SEWER SERVICE LATERAL CONNECTION ION AND BRIDGE SPECIFICATIO14S,
SPECIFICATION ROAD AfNt? BRIptIS STANIaARR9 R{7At7 rlA BRIDGE GE STANDARDS ROAD INSTALLATION ,( VMT \VDOT �" �" SPECIFICATION p /��A' SPEC (CATION
N.T`5- REFERENE OF PIPE CULVERTS �'�JRMEWER 1 a INSTALL. PIPE CULVERTS AND STORM +,7EYrEipSS REFERENCE AD AND BRIDGE STANDARDS !, STANDARD CCIMBiNATI+DN tJNDEIDRAiN REFERENCE
FIG. 2302 ENERAL NOTES VISION DATE SHIN 1 OF 1 SHEET 1 OF 4 REVISION DATE GIRC, PIPE BEDDING AND BACK'FILL - METHOD A 302 $HRZT 1 Orr 1 REVMON DATE (AT L 'WAR ENQ �1F OUTS) �0?
..... ORTATIN DEPARTMENT-OF-TRANaPORTATICN- 149,DI ARTMTID - 27 10700 YIRUAD(ENT OF TRANSPORTATI
ON 701
..... ._. VI 01M DEPARTMENTOF TRAN......._..
JUNCTION BOXES, "TRANSFORMER PADS, PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RGHT OF WAY,
VARIE'd +•
i I 5' III I I I r
I�
LOCAT ON OF OTHER LIT L TIES
{SAS, ELECTRIC. TELEPHONE, CABLE, E-C.}
EASEMENT WIDTHS; WATER OR SEWER ONLY - 20' ,MINIMUM
WATER & SEWER 30' MiINIMUIai
SnE PART 3, PARAGRAPH D; ,F.F°ARATION OF WATER & 5FWFfi SYSTEMS.
UT11-ITiES CRO55ING A WATER t'OfT 5EWER EASEMENT SHOULD 13E AT
90' TO THE R'GHT OF WAY,
UTILITY LOCATIONS & EASEMENT WIDTHS
NTS
FIG. W- i
PLACE 3' GALVANIZED ` WITNESS ' POST WITH
!I CAPPED ENDS PAIN''ED BLUE IN REMOTE AREAS
? AS DIRECTED. MARKER LOCATION MAY BE SUBJEC
;f TO HIGHWAY DEPARTMENT APPROVAL.
FIN15HED GRADE --\
+ m
z ry
�C7
m
WATE:R
L-
2500 P.S.I. .\
CONCRETE % $
THRUST BLOC
4 fir/. -A
4
ADJUSTABLE VALVE BOY. W/ LID
MJ. GATE VALVE
LIN'
2'x 2' BEARINGAREA.
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE G
TYPICAL GATE VALVE
NTS
FICA. W - 3
lilt @END
m REQUIR1
I
41' FRAME ? COVER
max L (SEE Fic, S I - D,E)
GOOD FOUNDATION MATERIAL ROCKY F01NDATION MATERIAL'
INITIAL BACK F
6" BEDDING
#68 STONE
ST'ABLIE SOIL ROCK
SCRAPE THE BuTrOM OF THE 'TRENCH. REP,10VE ALL
STONES To INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE: SOIL OR PROVIDE A 4' S,EDDING OF
#6B STONE,
FOUNDATION IN POOR SOIL UNDER;- CUT CONDITION
UNSTAB
SOIL.,,
INITIAL BACKFIL 741M'N
MIN MIN #68 STONE
RANULAR FILL AS
ACSA APPROVED F3 Y A A
)Cli E
L ,
5TA LE SOIL Oft R{?I
NOTE :
1. NO ROCKS SHALL :BE ALLOWED WITHIN 241 OF THE WATER LINES,
2.NO ROCKS LARGER THAN 6 IN ANY DIMENSIONSHALL BE ALLOWED
ABOVE THE INITIAL UACKFII.I_,
3.THE INITIAL BACKFILL SHALL 13E PLACER AND t*OMPACTED IN 6° LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS ;SHALL 13E ALLOVIED
IN THE TRENCH,
FOR ALL BENDS
SECTION 1 - 1
I.
.. � STREET SURFACE OR f
45° NON - PAVED AREA
- . - ina SLOPED AREA---*' REMAININ�a BACKFILL SHALL
PLUG NOtE: HY7RANT MUST BE : : NUT CONTAIN ROCK MATERIAL
• a EQUIPPED WITH CHARLOTTES -LARGER
,VILLE THREADS WHICH 15 •_ 1 - M' � 3Fi''l`rIIP CtIiV1Eh1510hlIAN' 5" IN ANY
2 I THE LOCAL STANDARD. 0 r,r4'
i 1 24'Nllf
• • 1
• � 1 1 LENGTH OF BRANCH VARIES ' 2'- 0" INTIAI. BACKFILL"FrBACKFILL" i $"FAIN
2 I r
, To � EfriS<EDPitEhI,T ';••.�-
t5' MIN ...
(6 - 1rTS)
(a�'o°) la I � THOROUGHLY COMPACTED
' � � BY HAND OR APPROVED
FOR TEE OR WYE FITTINGS RUBBER CC7A"CE[� STEEL .� '• PHIA.IG LINE h ,
3' - 0 MIDI OF PIPEFAECHADIIC AL TAtAf ER
WIDEN TRENCH TO 7 CU. FT.
18'
VALVE g0 STEPS CAST IN ,PLACE' `j- -
ACCOMMODATE N t - HAUNCHING
J'PRECAST REINFORCED
G$ STONE
ANCHOR IF , '
REQUIRED. • CONCRETE SECTIONS 1.2-" :MIt� BEDDING 6' max
" M r "0" RING SEALS � 16" Ar AX 4' min
INC, A5 36',MIN a ' FOUNDATION (SHALL. El_
' a, $r . VRLVE PYIINIMUNI ELEVATION} RcOIJ'IRcD WHEN S�aIL
EE
JIRED �, j . )
DIFFERENCE ACROSS M11-1.5" 4" - U"
,.. ,. .•.• a T lL___. •q, S �,C01DITIONS ARE UNSTABLE
TEE FRJAINLET TO. (AL_ 'lPr_) PLUG / 2500 P51 CONCRET . SHALL BE''0.20 FEET. �
BASE AND 7HR� ST d 4'.,4 :pv ari.;i,'i� . a; � VARIES
r BLOCK AGAINST d DEPTH OF FLUN FILLLETRET�
T UNDISTUR3ED 5tABLE CHANhIEL TO BE I ( _
SOIL, 3/4 DIAMETER OF
57:EL PILE CONTRIBI)TING�
SECTION 2-2 -- - -
3/4' THREAIDED RODS TO T� s• NOTE
:
WHEN 7H2 SOIL IS DISTURBED OR WHE L� )AAIN IN ALL INSTALLATIONS, SEWER. A A, p : rt
loll
PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL.
SIZE: OF (FEET) CU.YD. (FEET) CU,YD,
SEND L H T I_ H T
90 2.30 2.50 3.01 0.24
4' 6- 45 2,U0 2,25 2.60 U.15 2.00 2,25 2.50 0,15
22 1 /2 1.50 2.00 2.52 0.10
11 1/4 1.50 2,UU 2,50 0.10
90 3.66 3.16 3,21 0.48
43 2.05 2,06 2.77 0.26
® 22 1 /2 1.66 2.16 2.69 0,13 3.16 2.91 2,66 0,32
11 i 4 -
/ 1.66 2.iri 2.67 0,13
90 4.65 3.aJ 3.42 O.U3
10, & 12 45 3.33 3.58 2.95 0.43 3 g3 4•Q0 2.133 0.52
22 1/2 2.33 2.58 2,86 0.24
11 1, /4 1.83 2,33 2.84 0.18
A HYDRANT IS OCArED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED A FILLETED INVERT FOR A SNour'll ''• '' ': ' 8 ' ].OPEN CUTS IN PAVED AREAS V (THEN EXISTING VDOT RI FIT- F -WAY c -IA '
THE VALVE -D THE HYDRANT WITH 2-3/4" OR ASPHAL1r COATED E / G 0 �f L� BE
r'
. r
NO. A �`FI FLOW B ... L..GU ENTIRELY WITH A: STONE.
THREADED RODS IN ADDITION TO POURING
TRAP•151'TIOI! OF FLaW BEPNEE'�1 I N J. 21
CONCRETE. IF NECESSARY, A STEEL PILE INLET & OUTLET' PIPE SHALL <BE 2'. FOR DUCTILE IRON PIPE THE Bo-FrO it OF THE 'TRENCH SHALL BE SCRAPED
r
SHALL BE U5E7 AS ADDITIONAL SUPPOriT PROVIDED, L-- IviIN_ 6" BEDDING : AND CO IPACTED, AND ALL STONES REMOVED OR A 4' BEDDING OF NO, 68
(MOTE W/ NO. 68 `STONE ``NONE SHALL BE PROVIDED
,NOTE 3.WHETtE ROCK IS ENCOUNTERED PIPESHALL BE INSTALLED ON A ,MINIMUM 6'
1. BEDDING' THICKNESS REQUIREMENT SHOINK IS MINIMUM AND SHALL BE
1. TiRROUND WEEP HOLES WITH GRAVEL AND K:EP FIREE OF CONCRETE, SPECIFiCIALLY DETERMINED BY THE CONSULTANT FQTHE SOIL CONDITIONS. BEDDING OF NO. od STONE
2, "MAINTAIN A 3' MIN. COVER FROM THE .VAIN TO THIE FIRE HYDRANT
( INCLUDING DITCHES } 2, THE CONSUL1AitIT WILL DETERMINE WHETHER MAhtli}QLES: HALL HAVE
FINISHED T
3 INIS= _D GRADE SHALL SLOPE AWAY FHDtA HE FIRE HYDRAN-
T AND r r. _',,
VALVE Box, E.CrcNLJEQ OR NONCXTENII7EU CASE.
4, THE GATE VALVE 15 ALLOWED IN SHOULDER OR BEHIND THE DIrCH. 3. 0 INLETS > TO BE SEALED GROUTED
17 I$ NOT ALLOWED IN THE DITCH. ALL JOINTS, S, LIFT HOLES S OUTLET rx
5. FIRE HYDRANTS SHALL BE INSTALLIED AT LOCATIONIS WHERE WEEP INl IL1E AND OUT.
HOLES ARE ABOVE THE PREVAILING c3ROUNCr1AtER IELEVAtION. IF
_ T I P I A I V t A N H� L E J E r TI N TYPICAL SEWER PIPE
r%_t3U1RED t0 8r_ IN VJE1 A:iEAS, tHE TfCCr HOLES .SHALL 13E I
5.BELL HOLES SHAL! BE DUG OUT IN ALL CASES;. 1. THRUST 13LOC;X5 ARE REQUIRED WHENEVER THE PIP:_..INE : CHANCES DIRECTION, CHAN PLUGGED AND THE HYDRANT SHALL 13E PUMPED DRIY. � TRENCH
SIZE, DEAD ENDS AND AT VALVES. INSTALLATION ,' IN I
2. USE 2500 P.Sd, CONCRETE, S HOWI NG BRANCH : TI E: IN'>
t�
3. NO CONCRE'r, BHA'-L BE POURED ON ANY PART OF 7H= JOINT,
DUCTILE IR�p�ON WATER 4. THE CONSULTINQ ENGINEER SHALL BE RE5PONSIEILE TO THE VERIFY THE TYPE & SIZE N.T. S NTSALL THRUST 13LOCKS, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
PIPE INSTALLATION & BEDDING FIG. Sri - A FIG. S-3
CONCRETE THRUST BLOCKS N.T,s.
FIG. 'N - 4
NTS N15
FIG-. VV 2 -. _. - - FIG, LV_� 3 - ----- . - .. _ ...... _. TD - 2 1 TD - 2'^n
CU.iPRE550N Y 3/4' MALE PIPE CCUPUNG
! I OR APPIMED EQUAL
:SOFT .'ODDER
1'ci'xt' TEE
i
i
NnrE: I
ND 51NEAfku FrrtlNGS
i
DUAL SERVICE
I
1" TYPE 'I<"
j SOFT COPPER
IC
i
i
SINGLE 5EHVE
NVttt
1) SADDLES 5HAUL 3E US'U ON PVC PIPE.
FUR USE L}N ATfACHEp SIN6iLE FAMILY
HESIUENTIAL SERYCE5 OR DUAL RES:UEN"IAL
ANU IRRIGATION 5ERY.CE5.
I' .'.CPhPRE951VN x 3/4" !SALE PIPE COUPLING
OR i\FPRUYEL? EQUAL
FtiJR USE ON UE?ACHED SINGLE FAMILY
'HE5@ENTIAL SEltVll'E Yr?IEflE AN IRtSIGAiION
'METER la NUT F14UYIDED.
TYPICAL SERVICE LATERAL INSTALLATION
NT5
FIG. W-6
PIPE SLOT
(2 PLACES)
NOTES:
(1) FOR TOUCH REAL) METERS A 1-3/4" DIAMETER HOLY IS REQUIRE[) IN `iHE LID. Q � p TYPICAL iV1 A N H 0 L E` PLAN \- PLUG
DEAD. END
SHOWING BRANCH TIE - IN (TYPE r,A„)
TYPICAL METER BODES
(5/8r'_ I" METERS) TYPICAL MANHOLE FR.AiViE &COVER r,Ts TYPICAL BLOW -OFF ASSEMBLY.
N.Ts FIG. S
NTS FIG S-I-D NTS
FIG. W-S
FIG, W-7 TD-25' TD- 23 TD-is
z
O J <
w
0 U) L
z J u
O � c
V% H �
H z i
w a
N
' N
. o
w
i o
S V)
z
" w
) U
I
O
w
i a
� w
:W
w -r � Ln Ln
r� 1
M I'r' �
JUNCTION BOXES, "TRANSFORMER PADS, PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RGHT OF WAY,
VARIE'd +•
i I 5' III I I I r
I�
LOCAT ON OF OTHER LIT L TIES
{SAS, ELECTRIC. TELEPHONE, CABLE, E-C.}
EASEMENT WIDTHS; WATER OR SEWER ONLY - 20' ,MINIMUM
WATER & SEWER 30' MiINIMUIai
SnE PART 3, PARAGRAPH D; ,F.F°ARATION OF WATER & 5FWFfi SYSTEMS.
UT11-ITiES CRO55ING A WATER t'OfT 5EWER EASEMENT SHOULD 13E AT
90' TO THE R'GHT OF WAY,
UTILITY LOCATIONS & EASEMENT WIDTHS
NTS
FIG. W- i
PLACE 3' GALVANIZED ` WITNESS ' POST WITH
!I CAPPED ENDS PAIN''ED BLUE IN REMOTE AREAS
? AS DIRECTED. MARKER LOCATION MAY BE SUBJEC
;f TO HIGHWAY DEPARTMENT APPROVAL.
FIN15HED GRADE --\
+ m
z ry
�C7
m
WATE:R
L-
2500 P.S.I. .\
CONCRETE % $
THRUST BLOC
4 fir/. -A
4
ADJUSTABLE VALVE BOY. W/ LID
MJ. GATE VALVE
LIN'
2'x 2' BEARINGAREA.
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE G
TYPICAL GATE VALVE
NTS
FICA. W - 3
lilt @END
m REQUIR1
I
41' FRAME ? COVER
max L (SEE Fic, S I - D,E)
GOOD FOUNDATION MATERIAL ROCKY F01NDATION MATERIAL'
INITIAL BACK F
6" BEDDING
#68 STONE
ST'ABLIE SOIL ROCK
SCRAPE THE BuTrOM OF THE 'TRENCH. REP,10VE ALL
STONES To INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE: SOIL OR PROVIDE A 4' S,EDDING OF
#6B STONE,
FOUNDATION IN POOR SOIL UNDER;- CUT CONDITION
UNSTAB
SOIL.,,
INITIAL BACKFIL 741M'N
MIN MIN #68 STONE
RANULAR FILL AS
ACSA APPROVED F3 Y A A
)Cli E
L ,
5TA LE SOIL Oft R{?I
NOTE :
1. NO ROCKS SHALL :BE ALLOWED WITHIN 241 OF THE WATER LINES,
2.NO ROCKS LARGER THAN 6 IN ANY DIMENSIONSHALL BE ALLOWED
ABOVE THE INITIAL UACKFII.I_,
3.THE INITIAL BACKFILL SHALL 13E PLACER AND t*OMPACTED IN 6° LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS ;SHALL 13E ALLOVIED
IN THE TRENCH,
FOR ALL BENDS
SECTION 1 - 1
I.
.. � STREET SURFACE OR f
45° NON - PAVED AREA
- . - ina SLOPED AREA---*' REMAININ�a BACKFILL SHALL
PLUG NOtE: HY7RANT MUST BE : : NUT CONTAIN ROCK MATERIAL
• a EQUIPPED WITH CHARLOTTES -LARGER
,VILLE THREADS WHICH 15 •_ 1 - M' � 3Fi''l`rIIP CtIiV1Eh1510hlIAN' 5" IN ANY
2 I THE LOCAL STANDARD. 0 r,r4'
i 1 24'Nllf
• • 1
• � 1 1 LENGTH OF BRANCH VARIES ' 2'- 0" INTIAI. BACKFILL"FrBACKFILL" i $"FAIN
2 I r
, To � EfriS<EDPitEhI,T ';••.�-
t5' MIN ...
(6 - 1rTS)
(a�'o°) la I � THOROUGHLY COMPACTED
' � � BY HAND OR APPROVED
FOR TEE OR WYE FITTINGS RUBBER CC7A"CE[� STEEL .� '• PHIA.IG LINE h ,
3' - 0 MIDI OF PIPEFAECHADIIC AL TAtAf ER
WIDEN TRENCH TO 7 CU. FT.
18'
VALVE g0 STEPS CAST IN ,PLACE' `j- -
ACCOMMODATE N t - HAUNCHING
J'PRECAST REINFORCED
G$ STONE
ANCHOR IF , '
REQUIRED. • CONCRETE SECTIONS 1.2-" :MIt� BEDDING 6' max
" M r "0" RING SEALS � 16" Ar AX 4' min
INC, A5 36',MIN a ' FOUNDATION (SHALL. El_
' a, $r . VRLVE PYIINIMUNI ELEVATION} RcOIJ'IRcD WHEN S�aIL
EE
JIRED �, j . )
DIFFERENCE ACROSS M11-1.5" 4" - U"
,.. ,. .•.• a T lL___. •q, S �,C01DITIONS ARE UNSTABLE
TEE FRJAINLET TO. (AL_ 'lPr_) PLUG / 2500 P51 CONCRET . SHALL BE''0.20 FEET. �
BASE AND 7HR� ST d 4'.,4 :pv ari.;i,'i� . a; � VARIES
r BLOCK AGAINST d DEPTH OF FLUN FILLLETRET�
T UNDISTUR3ED 5tABLE CHANhIEL TO BE I ( _
SOIL, 3/4 DIAMETER OF
57:EL PILE CONTRIBI)TING�
SECTION 2-2 -- - -
3/4' THREAIDED RODS TO T� s• NOTE
:
WHEN 7H2 SOIL IS DISTURBED OR WHE L� )AAIN IN ALL INSTALLATIONS, SEWER. A A, p : rt
loll
PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL.
SIZE: OF (FEET) CU.YD. (FEET) CU,YD,
SEND L H T I_ H T
90 2.30 2.50 3.01 0.24
4' 6- 45 2,U0 2,25 2.60 U.15 2.00 2,25 2.50 0,15
22 1 /2 1.50 2.00 2.52 0.10
11 1/4 1.50 2,UU 2,50 0.10
90 3.66 3.16 3,21 0.48
43 2.05 2,06 2.77 0.26
® 22 1 /2 1.66 2.16 2.69 0,13 3.16 2.91 2,66 0,32
11 i 4 -
/ 1.66 2.iri 2.67 0,13
90 4.65 3.aJ 3.42 O.U3
10, & 12 45 3.33 3.58 2.95 0.43 3 g3 4•Q0 2.133 0.52
22 1/2 2.33 2.58 2,86 0.24
11 1, /4 1.83 2,33 2.84 0.18
A HYDRANT IS OCArED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED A FILLETED INVERT FOR A SNour'll ''• '' ': ' 8 ' ].OPEN CUTS IN PAVED AREAS V (THEN EXISTING VDOT RI FIT- F -WAY c -IA '
THE VALVE -D THE HYDRANT WITH 2-3/4" OR ASPHAL1r COATED E / G 0 �f L� BE
r'
. r
NO. A �`FI FLOW B ... L..GU ENTIRELY WITH A: STONE.
THREADED RODS IN ADDITION TO POURING
TRAP•151'TIOI! OF FLaW BEPNEE'�1 I N J. 21
CONCRETE. IF NECESSARY, A STEEL PILE INLET & OUTLET' PIPE SHALL <BE 2'. FOR DUCTILE IRON PIPE THE Bo-FrO it OF THE 'TRENCH SHALL BE SCRAPED
r
SHALL BE U5E7 AS ADDITIONAL SUPPOriT PROVIDED, L-- IviIN_ 6" BEDDING : AND CO IPACTED, AND ALL STONES REMOVED OR A 4' BEDDING OF NO, 68
(MOTE W/ NO. 68 `STONE ``NONE SHALL BE PROVIDED
,NOTE 3.WHETtE ROCK IS ENCOUNTERED PIPESHALL BE INSTALLED ON A ,MINIMUM 6'
1. BEDDING' THICKNESS REQUIREMENT SHOINK IS MINIMUM AND SHALL BE
1. TiRROUND WEEP HOLES WITH GRAVEL AND K:EP FIREE OF CONCRETE, SPECIFiCIALLY DETERMINED BY THE CONSULTANT FQTHE SOIL CONDITIONS. BEDDING OF NO. od STONE
2, "MAINTAIN A 3' MIN. COVER FROM THE .VAIN TO THIE FIRE HYDRANT
( INCLUDING DITCHES } 2, THE CONSUL1AitIT WILL DETERMINE WHETHER MAhtli}QLES: HALL HAVE
FINISHED T
3 INIS= _D GRADE SHALL SLOPE AWAY FHDtA HE FIRE HYDRAN-
T AND r r. _',,
VALVE Box, E.CrcNLJEQ OR NONCXTENII7EU CASE.
4, THE GATE VALVE 15 ALLOWED IN SHOULDER OR BEHIND THE DIrCH. 3. 0 INLETS > TO BE SEALED GROUTED
17 I$ NOT ALLOWED IN THE DITCH. ALL JOINTS, S, LIFT HOLES S OUTLET rx
5. FIRE HYDRANTS SHALL BE INSTALLIED AT LOCATIONIS WHERE WEEP INl IL1E AND OUT.
HOLES ARE ABOVE THE PREVAILING c3ROUNCr1AtER IELEVAtION. IF
_ T I P I A I V t A N H� L E J E r TI N TYPICAL SEWER PIPE
r%_t3U1RED t0 8r_ IN VJE1 A:iEAS, tHE TfCCr HOLES .SHALL 13E I
5.BELL HOLES SHAL! BE DUG OUT IN ALL CASES;. 1. THRUST 13LOC;X5 ARE REQUIRED WHENEVER THE PIP:_..INE : CHANCES DIRECTION, CHAN PLUGGED AND THE HYDRANT SHALL 13E PUMPED DRIY. � TRENCH
SIZE, DEAD ENDS AND AT VALVES. INSTALLATION ,' IN I
2. USE 2500 P.Sd, CONCRETE, S HOWI NG BRANCH : TI E: IN'>
t�
3. NO CONCRE'r, BHA'-L BE POURED ON ANY PART OF 7H= JOINT,
DUCTILE IR�p�ON WATER 4. THE CONSULTINQ ENGINEER SHALL BE RE5PONSIEILE TO THE VERIFY THE TYPE & SIZE N.T. S NTSALL THRUST 13LOCKS, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
PIPE INSTALLATION & BEDDING FIG. Sri - A FIG. S-3
CONCRETE THRUST BLOCKS N.T,s.
FIG. 'N - 4
NTS N15
FIG-. VV 2 -. _. - - FIG, LV_� 3 - ----- . - .. _ ...... _. TD - 2 1 TD - 2'^n
CU.iPRE550N Y 3/4' MALE PIPE CCUPUNG
! I OR APPIMED EQUAL
:SOFT .'ODDER
1'ci'xt' TEE
i
i
NnrE: I
ND 51NEAfku FrrtlNGS
i
DUAL SERVICE
I
1" TYPE 'I<"
j SOFT COPPER
IC
i
i
SINGLE 5EHVE
NVttt
1) SADDLES 5HAUL 3E US'U ON PVC PIPE.
FUR USE L}N ATfACHEp SIN6iLE FAMILY
HESIUENTIAL SERYCE5 OR DUAL RES:UEN"IAL
ANU IRRIGATION 5ERY.CE5.
I' .'.CPhPRE951VN x 3/4" !SALE PIPE COUPLING
OR i\FPRUYEL? EQUAL
FtiJR USE ON UE?ACHED SINGLE FAMILY
'HE5@ENTIAL SEltVll'E Yr?IEflE AN IRtSIGAiION
'METER la NUT F14UYIDED.
TYPICAL SERVICE LATERAL INSTALLATION
NT5
FIG. W-6
PIPE SLOT
(2 PLACES)
NOTES:
(1) FOR TOUCH REAL) METERS A 1-3/4" DIAMETER HOLY IS REQUIRE[) IN `iHE LID. Q � p TYPICAL iV1 A N H 0 L E` PLAN \- PLUG
DEAD. END
SHOWING BRANCH TIE - IN (TYPE r,A„)
TYPICAL METER BODES
(5/8r'_ I" METERS) TYPICAL MANHOLE FR.AiViE &COVER r,Ts TYPICAL BLOW -OFF ASSEMBLY.
N.Ts FIG. S
NTS FIG S-I-D NTS
FIG. W-S
FIG, W-7 TD-25' TD- 23 TD-is
z
O J <
w
0 U) L
z J u
O � c
V% H �
H z i
w a
N
' N
. o
w
i o
S V)
z
" w
) U
I
O
w
i a
� w
:W
w -r � Ln Ln
r� 1
M I'r' �
WATE:R
L-
2500 P.S.I. .\
CONCRETE % $
THRUST BLOC
4 fir/. -A
4
ADJUSTABLE VALVE BOY. W/ LID
MJ. GATE VALVE
LIN'
2'x 2' BEARINGAREA.
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE G
TYPICAL GATE VALVE
NTS
FICA. W - 3
lilt @END
m REQUIR1
I
41' FRAME ? COVER
max L (SEE Fic, S I - D,E)
GOOD FOUNDATION MATERIAL ROCKY F01NDATION MATERIAL'
INITIAL BACK F
6" BEDDING
#68 STONE
ST'ABLIE SOIL ROCK
SCRAPE THE BuTrOM OF THE 'TRENCH. REP,10VE ALL
STONES To INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE: SOIL OR PROVIDE A 4' S,EDDING OF
#6B STONE,
FOUNDATION IN POOR SOIL UNDER;- CUT CONDITION
UNSTAB
SOIL.,,
INITIAL BACKFIL 741M'N
MIN MIN #68 STONE
RANULAR FILL AS
ACSA APPROVED F3 Y A A
)Cli E
L ,
5TA LE SOIL Oft R{?I
NOTE :
1. NO ROCKS SHALL :BE ALLOWED WITHIN 241 OF THE WATER LINES,
2.NO ROCKS LARGER THAN 6 IN ANY DIMENSIONSHALL BE ALLOWED
ABOVE THE INITIAL UACKFII.I_,
3.THE INITIAL BACKFILL SHALL 13E PLACER AND t*OMPACTED IN 6° LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS ;SHALL 13E ALLOVIED
IN THE TRENCH,
FOR ALL BENDS
SECTION 1 - 1
I.
.. � STREET SURFACE OR f
45° NON - PAVED AREA
- . - ina SLOPED AREA---*' REMAININ�a BACKFILL SHALL
PLUG NOtE: HY7RANT MUST BE : : NUT CONTAIN ROCK MATERIAL
• a EQUIPPED WITH CHARLOTTES -LARGER
,VILLE THREADS WHICH 15 •_ 1 - M' � 3Fi''l`rIIP CtIiV1Eh1510hlIAN' 5" IN ANY
2 I THE LOCAL STANDARD. 0 r,r4'
i 1 24'Nllf
• • 1
• � 1 1 LENGTH OF BRANCH VARIES ' 2'- 0" INTIAI. BACKFILL"FrBACKFILL" i $"FAIN
2 I r
, To � EfriS<EDPitEhI,T ';••.�-
t5' MIN ...
(6 - 1rTS)
(a�'o°) la I � THOROUGHLY COMPACTED
' � � BY HAND OR APPROVED
FOR TEE OR WYE FITTINGS RUBBER CC7A"CE[� STEEL .� '• PHIA.IG LINE h ,
3' - 0 MIDI OF PIPEFAECHADIIC AL TAtAf ER
WIDEN TRENCH TO 7 CU. FT.
18'
VALVE g0 STEPS CAST IN ,PLACE' `j- -
ACCOMMODATE N t - HAUNCHING
J'PRECAST REINFORCED
G$ STONE
ANCHOR IF , '
REQUIRED. • CONCRETE SECTIONS 1.2-" :MIt� BEDDING 6' max
" M r "0" RING SEALS � 16" Ar AX 4' min
INC, A5 36',MIN a ' FOUNDATION (SHALL. El_
' a, $r . VRLVE PYIINIMUNI ELEVATION} RcOIJ'IRcD WHEN S�aIL
EE
JIRED �, j . )
DIFFERENCE ACROSS M11-1.5" 4" - U"
,.. ,. .•.• a T lL___. •q, S �,C01DITIONS ARE UNSTABLE
TEE FRJAINLET TO. (AL_ 'lPr_) PLUG / 2500 P51 CONCRET . SHALL BE''0.20 FEET. �
BASE AND 7HR� ST d 4'.,4 :pv ari.;i,'i� . a; � VARIES
r BLOCK AGAINST d DEPTH OF FLUN FILLLETRET�
T UNDISTUR3ED 5tABLE CHANhIEL TO BE I ( _
SOIL, 3/4 DIAMETER OF
57:EL PILE CONTRIBI)TING�
SECTION 2-2 -- - -
3/4' THREAIDED RODS TO T� s• NOTE
:
WHEN 7H2 SOIL IS DISTURBED OR WHE L� )AAIN IN ALL INSTALLATIONS, SEWER. A A, p : rt
loll
PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL.
SIZE: OF (FEET) CU.YD. (FEET) CU,YD,
SEND L H T I_ H T
90 2.30 2.50 3.01 0.24
4' 6- 45 2,U0 2,25 2.60 U.15 2.00 2,25 2.50 0,15
22 1 /2 1.50 2.00 2.52 0.10
11 1/4 1.50 2,UU 2,50 0.10
90 3.66 3.16 3,21 0.48
43 2.05 2,06 2.77 0.26
® 22 1 /2 1.66 2.16 2.69 0,13 3.16 2.91 2,66 0,32
11 i 4 -
/ 1.66 2.iri 2.67 0,13
90 4.65 3.aJ 3.42 O.U3
10, & 12 45 3.33 3.58 2.95 0.43 3 g3 4•Q0 2.133 0.52
22 1/2 2.33 2.58 2,86 0.24
11 1, /4 1.83 2,33 2.84 0.18
A HYDRANT IS OCArED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED A FILLETED INVERT FOR A SNour'll ''• '' ': ' 8 ' ].OPEN CUTS IN PAVED AREAS V (THEN EXISTING VDOT RI FIT- F -WAY c -IA '
THE VALVE -D THE HYDRANT WITH 2-3/4" OR ASPHAL1r COATED E / G 0 �f L� BE
r'
. r
NO. A �`FI FLOW B ... L..GU ENTIRELY WITH A: STONE.
THREADED RODS IN ADDITION TO POURING
TRAP•151'TIOI! OF FLaW BEPNEE'�1 I N J. 21
CONCRETE. IF NECESSARY, A STEEL PILE INLET & OUTLET' PIPE SHALL <BE 2'. FOR DUCTILE IRON PIPE THE Bo-FrO it OF THE 'TRENCH SHALL BE SCRAPED
r
SHALL BE U5E7 AS ADDITIONAL SUPPOriT PROVIDED, L-- IviIN_ 6" BEDDING : AND CO IPACTED, AND ALL STONES REMOVED OR A 4' BEDDING OF NO, 68
(MOTE W/ NO. 68 `STONE ``NONE SHALL BE PROVIDED
,NOTE 3.WHETtE ROCK IS ENCOUNTERED PIPESHALL BE INSTALLED ON A ,MINIMUM 6'
1. BEDDING' THICKNESS REQUIREMENT SHOINK IS MINIMUM AND SHALL BE
1. TiRROUND WEEP HOLES WITH GRAVEL AND K:EP FIREE OF CONCRETE, SPECIFiCIALLY DETERMINED BY THE CONSULTANT FQTHE SOIL CONDITIONS. BEDDING OF NO. od STONE
2, "MAINTAIN A 3' MIN. COVER FROM THE .VAIN TO THIE FIRE HYDRANT
( INCLUDING DITCHES } 2, THE CONSUL1AitIT WILL DETERMINE WHETHER MAhtli}QLES: HALL HAVE
FINISHED T
3 INIS= _D GRADE SHALL SLOPE AWAY FHDtA HE FIRE HYDRAN-
T AND r r. _',,
VALVE Box, E.CrcNLJEQ OR NONCXTENII7EU CASE.
4, THE GATE VALVE 15 ALLOWED IN SHOULDER OR BEHIND THE DIrCH. 3. 0 INLETS > TO BE SEALED GROUTED
17 I$ NOT ALLOWED IN THE DITCH. ALL JOINTS, S, LIFT HOLES S OUTLET rx
5. FIRE HYDRANTS SHALL BE INSTALLIED AT LOCATIONIS WHERE WEEP INl IL1E AND OUT.
HOLES ARE ABOVE THE PREVAILING c3ROUNCr1AtER IELEVAtION. IF
_ T I P I A I V t A N H� L E J E r TI N TYPICAL SEWER PIPE
r%_t3U1RED t0 8r_ IN VJE1 A:iEAS, tHE TfCCr HOLES .SHALL 13E I
5.BELL HOLES SHAL! BE DUG OUT IN ALL CASES;. 1. THRUST 13LOC;X5 ARE REQUIRED WHENEVER THE PIP:_..INE : CHANCES DIRECTION, CHAN PLUGGED AND THE HYDRANT SHALL 13E PUMPED DRIY. � TRENCH
SIZE, DEAD ENDS AND AT VALVES. INSTALLATION ,' IN I
2. USE 2500 P.Sd, CONCRETE, S HOWI NG BRANCH : TI E: IN'>
t�
3. NO CONCRE'r, BHA'-L BE POURED ON ANY PART OF 7H= JOINT,
DUCTILE IR�p�ON WATER 4. THE CONSULTINQ ENGINEER SHALL BE RE5PONSIEILE TO THE VERIFY THE TYPE & SIZE N.T. S NTSALL THRUST 13LOCKS, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
PIPE INSTALLATION & BEDDING FIG. Sri - A FIG. S-3
CONCRETE THRUST BLOCKS N.T,s.
FIG. 'N - 4
NTS N15
FIG-. VV 2 -. _. - - FIG, LV_� 3 - ----- . - .. _ ...... _. TD - 2 1 TD - 2'^n
CU.iPRE550N Y 3/4' MALE PIPE CCUPUNG
! I OR APPIMED EQUAL
:SOFT .'ODDER
1'ci'xt' TEE
i
i
NnrE: I
ND 51NEAfku FrrtlNGS
i
DUAL SERVICE
I
1" TYPE 'I<"
j SOFT COPPER
IC
i
i
SINGLE 5EHVE
NVttt
1) SADDLES 5HAUL 3E US'U ON PVC PIPE.
FUR USE L}N ATfACHEp SIN6iLE FAMILY
HESIUENTIAL SERYCE5 OR DUAL RES:UEN"IAL
ANU IRRIGATION 5ERY.CE5.
I' .'.CPhPRE951VN x 3/4" !SALE PIPE COUPLING
OR i\FPRUYEL? EQUAL
FtiJR USE ON UE?ACHED SINGLE FAMILY
'HE5@ENTIAL SEltVll'E Yr?IEflE AN IRtSIGAiION
'METER la NUT F14UYIDED.
TYPICAL SERVICE LATERAL INSTALLATION
NT5
FIG. W-6
PIPE SLOT
(2 PLACES)
NOTES:
(1) FOR TOUCH REAL) METERS A 1-3/4" DIAMETER HOLY IS REQUIRE[) IN `iHE LID. Q � p TYPICAL iV1 A N H 0 L E` PLAN \- PLUG
DEAD. END
SHOWING BRANCH TIE - IN (TYPE r,A„)
TYPICAL METER BODES
(5/8r'_ I" METERS) TYPICAL MANHOLE FR.AiViE &COVER r,Ts TYPICAL BLOW -OFF ASSEMBLY.
N.Ts FIG. S
NTS FIG S-I-D NTS
FIG. W-S
FIG, W-7 TD-25' TD- 23 TD-is
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A HYDRANT IS OCArED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED A FILLETED INVERT FOR A SNour'll ''• '' ': ' 8 ' ].OPEN CUTS IN PAVED AREAS V (THEN EXISTING VDOT RI FIT- F -WAY c -IA '
THE VALVE -D THE HYDRANT WITH 2-3/4" OR ASPHAL1r COATED E / G 0 �f L� BE
r'
. r
NO. A �`FI FLOW B ... L..GU ENTIRELY WITH A: STONE.
THREADED RODS IN ADDITION TO POURING
TRAP•151'TIOI! OF FLaW BEPNEE'�1 I N J. 21
CONCRETE. IF NECESSARY, A STEEL PILE INLET & OUTLET' PIPE SHALL <BE 2'. FOR DUCTILE IRON PIPE THE Bo-FrO it OF THE 'TRENCH SHALL BE SCRAPED
r
SHALL BE U5E7 AS ADDITIONAL SUPPOriT PROVIDED, L-- IviIN_ 6" BEDDING : AND CO IPACTED, AND ALL STONES REMOVED OR A 4' BEDDING OF NO, 68
(MOTE W/ NO. 68 `STONE ``NONE SHALL BE PROVIDED
,NOTE 3.WHETtE ROCK IS ENCOUNTERED PIPESHALL BE INSTALLED ON A ,MINIMUM 6'
1. BEDDING' THICKNESS REQUIREMENT SHOINK IS MINIMUM AND SHALL BE
1. TiRROUND WEEP HOLES WITH GRAVEL AND K:EP FIREE OF CONCRETE, SPECIFiCIALLY DETERMINED BY THE CONSULTANT FQTHE SOIL CONDITIONS. BEDDING OF NO. od STONE
2, "MAINTAIN A 3' MIN. COVER FROM THE .VAIN TO THIE FIRE HYDRANT
( INCLUDING DITCHES } 2, THE CONSUL1AitIT WILL DETERMINE WHETHER MAhtli}QLES: HALL HAVE
FINISHED T
3 INIS= _D GRADE SHALL SLOPE AWAY FHDtA HE FIRE HYDRAN-
T AND r r. _',,
VALVE Box, E.CrcNLJEQ OR NONCXTENII7EU CASE.
4, THE GATE VALVE 15 ALLOWED IN SHOULDER OR BEHIND THE DIrCH. 3. 0 INLETS > TO BE SEALED GROUTED
17 I$ NOT ALLOWED IN THE DITCH. ALL JOINTS, S, LIFT HOLES S OUTLET rx
5. FIRE HYDRANTS SHALL BE INSTALLIED AT LOCATIONIS WHERE WEEP INl IL1E AND OUT.
HOLES ARE ABOVE THE PREVAILING c3ROUNCr1AtER IELEVAtION. IF
_ T I P I A I V t A N H� L E J E r TI N TYPICAL SEWER PIPE
r%_t3U1RED t0 8r_ IN VJE1 A:iEAS, tHE TfCCr HOLES .SHALL 13E I
5.BELL HOLES SHAL! BE DUG OUT IN ALL CASES;. 1. THRUST 13LOC;X5 ARE REQUIRED WHENEVER THE PIP:_..INE : CHANCES DIRECTION, CHAN PLUGGED AND THE HYDRANT SHALL 13E PUMPED DRIY. � TRENCH
SIZE, DEAD ENDS AND AT VALVES. INSTALLATION ,' IN I
2. USE 2500 P.Sd, CONCRETE, S HOWI NG BRANCH : TI E: IN'>
t�
3. NO CONCRE'r, BHA'-L BE POURED ON ANY PART OF 7H= JOINT,
DUCTILE IR�p�ON WATER 4. THE CONSULTINQ ENGINEER SHALL BE RE5PONSIEILE TO THE VERIFY THE TYPE & SIZE N.T. S NTSALL THRUST 13LOCKS, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
PIPE INSTALLATION & BEDDING FIG. Sri - A FIG. S-3
CONCRETE THRUST BLOCKS N.T,s.
FIG. 'N - 4
NTS N15
FIG-. VV 2 -. _. - - FIG, LV_� 3 - ----- . - .. _ ...... _. TD - 2 1 TD - 2'^n
CU.iPRE550N Y 3/4' MALE PIPE CCUPUNG
! I OR APPIMED EQUAL
:SOFT .'ODDER
1'ci'xt' TEE
i
i
NnrE: I
ND 51NEAfku FrrtlNGS
i
DUAL SERVICE
I
1" TYPE 'I<"
j SOFT COPPER
IC
i
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SINGLE 5EHVE
NVttt
1) SADDLES 5HAUL 3E US'U ON PVC PIPE.
FUR USE L}N ATfACHEp SIN6iLE FAMILY
HESIUENTIAL SERYCE5 OR DUAL RES:UEN"IAL
ANU IRRIGATION 5ERY.CE5.
I' .'.CPhPRE951VN x 3/4" !SALE PIPE COUPLING
OR i\FPRUYEL? EQUAL
FtiJR USE ON UE?ACHED SINGLE FAMILY
'HE5@ENTIAL SEltVll'E Yr?IEflE AN IRtSIGAiION
'METER la NUT F14UYIDED.
TYPICAL SERVICE LATERAL INSTALLATION
NT5
FIG. W-6
PIPE SLOT
(2 PLACES)
NOTES:
(1) FOR TOUCH REAL) METERS A 1-3/4" DIAMETER HOLY IS REQUIRE[) IN `iHE LID. Q � p TYPICAL iV1 A N H 0 L E` PLAN \- PLUG
DEAD. END
SHOWING BRANCH TIE - IN (TYPE r,A„)
TYPICAL METER BODES
(5/8r'_ I" METERS) TYPICAL MANHOLE FR.AiViE &COVER r,Ts TYPICAL BLOW -OFF ASSEMBLY.
N.Ts FIG. S
NTS FIG S-I-D NTS
FIG. W-S
FIG, W-7 TD-25' TD- 23 TD-is
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r%_t3U1RED t0 8r_ IN VJE1 A:iEAS, tHE TfCCr HOLES .SHALL 13E I
5.BELL HOLES SHAL! BE DUG OUT IN ALL CASES;. 1. THRUST 13LOC;X5 ARE REQUIRED WHENEVER THE PIP:_..INE : CHANCES DIRECTION, CHAN PLUGGED AND THE HYDRANT SHALL 13E PUMPED DRIY. � TRENCH
SIZE, DEAD ENDS AND AT VALVES. INSTALLATION ,' IN I
2. USE 2500 P.Sd, CONCRETE, S HOWI NG BRANCH : TI E: IN'>
t�
3. NO CONCRE'r, BHA'-L BE POURED ON ANY PART OF 7H= JOINT,
DUCTILE IR�p�ON WATER 4. THE CONSULTINQ ENGINEER SHALL BE RE5PONSIEILE TO THE VERIFY THE TYPE & SIZE N.T. S NTSALL THRUST 13LOCKS, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
PIPE INSTALLATION & BEDDING FIG. Sri - A FIG. S-3
CONCRETE THRUST BLOCKS N.T,s.
FIG. 'N - 4
NTS N15
FIG-. VV 2 -. _. - - FIG, LV_� 3 - ----- . - .. _ ...... _. TD - 2 1 TD - 2'^n
CU.iPRE550N Y 3/4' MALE PIPE CCUPUNG
! I OR APPIMED EQUAL
:SOFT .'ODDER
1'ci'xt' TEE
i
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ND 51NEAfku FrrtlNGS
i
DUAL SERVICE
I
1" TYPE 'I<"
j SOFT COPPER
IC
i
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SINGLE 5EHVE
NVttt
1) SADDLES 5HAUL 3E US'U ON PVC PIPE.
FUR USE L}N ATfACHEp SIN6iLE FAMILY
HESIUENTIAL SERYCE5 OR DUAL RES:UEN"IAL
ANU IRRIGATION 5ERY.CE5.
I' .'.CPhPRE951VN x 3/4" !SALE PIPE COUPLING
OR i\FPRUYEL? EQUAL
FtiJR USE ON UE?ACHED SINGLE FAMILY
'HE5@ENTIAL SEltVll'E Yr?IEflE AN IRtSIGAiION
'METER la NUT F14UYIDED.
TYPICAL SERVICE LATERAL INSTALLATION
NT5
FIG. W-6
PIPE SLOT
(2 PLACES)
NOTES:
(1) FOR TOUCH REAL) METERS A 1-3/4" DIAMETER HOLY IS REQUIRE[) IN `iHE LID. Q � p TYPICAL iV1 A N H 0 L E` PLAN \- PLUG
DEAD. END
SHOWING BRANCH TIE - IN (TYPE r,A„)
TYPICAL METER BODES
(5/8r'_ I" METERS) TYPICAL MANHOLE FR.AiViE &COVER r,Ts TYPICAL BLOW -OFF ASSEMBLY.
N.Ts FIG. S
NTS FIG S-I-D NTS
FIG. W-S
FIG, W-7 TD-25' TD- 23 TD-is
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1) SADDLES 5HAUL 3E US'U ON PVC PIPE.
FUR USE L}N ATfACHEp SIN6iLE FAMILY
HESIUENTIAL SERYCE5 OR DUAL RES:UEN"IAL
ANU IRRIGATION 5ERY.CE5.
I' .'.CPhPRE951VN x 3/4" !SALE PIPE COUPLING
OR i\FPRUYEL? EQUAL
FtiJR USE ON UE?ACHED SINGLE FAMILY
'HE5@ENTIAL SEltVll'E Yr?IEflE AN IRtSIGAiION
'METER la NUT F14UYIDED.
TYPICAL SERVICE LATERAL INSTALLATION
NT5
FIG. W-6
PIPE SLOT
(2 PLACES)
NOTES:
(1) FOR TOUCH REAL) METERS A 1-3/4" DIAMETER HOLY IS REQUIRE[) IN `iHE LID. Q � p TYPICAL iV1 A N H 0 L E` PLAN \- PLUG
DEAD. END
SHOWING BRANCH TIE - IN (TYPE r,A„)
TYPICAL METER BODES
(5/8r'_ I" METERS) TYPICAL MANHOLE FR.AiViE &COVER r,Ts TYPICAL BLOW -OFF ASSEMBLY.
N.Ts FIG. S
NTS FIG S-I-D NTS
FIG. W-S
FIG, W-7 TD-25' TD- 23 TD-is
z
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V% H �
H z i
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w -r � Ln Ln
r� 1
M I'r' �
FUR USE L}N ATfACHEp SIN6iLE FAMILY
HESIUENTIAL SERYCE5 OR DUAL RES:UEN"IAL
ANU IRRIGATION 5ERY.CE5.
I' .'.CPhPRE951VN x 3/4" !SALE PIPE COUPLING
OR i\FPRUYEL? EQUAL
FtiJR USE ON UE?ACHED SINGLE FAMILY
'HE5@ENTIAL SEltVll'E Yr?IEflE AN IRtSIGAiION
'METER la NUT F14UYIDED.
TYPICAL SERVICE LATERAL INSTALLATION
NT5
FIG. W-6
PIPE SLOT
(2 PLACES)
NOTES:
(1) FOR TOUCH REAL) METERS A 1-3/4" DIAMETER HOLY IS REQUIRE[) IN `iHE LID. Q � p TYPICAL iV1 A N H 0 L E` PLAN \- PLUG
DEAD. END
SHOWING BRANCH TIE - IN (TYPE r,A„)
TYPICAL METER BODES
(5/8r'_ I" METERS) TYPICAL MANHOLE FR.AiViE &COVER r,Ts TYPICAL BLOW -OFF ASSEMBLY.
N.Ts FIG. S
NTS FIG S-I-D NTS
FIG. W-S
FIG, W-7 TD-25' TD- 23 TD-is
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NOTES:
1. ALL FILL TO BE PLACED AT 95% COMPACTION.
2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST
PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE
UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS
BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN
ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE
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MH--i8 395
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MH-26
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RIM:342.02
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320
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315
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305
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300
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295
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m 395
O 00
m
00
> 1-
° 00 0
LOT g
DRIVEVI
10-YE
ORM
u
INV. OUT
= 38;
DEPTH 4„
z
v~i hw- -
390
8" DEPTH
PROVIDED
390
PROPOSED
GRADE
EXISTING GRADE
/
385
J
_rO
2
/
385
° O
co
380
0
°oo °Oo
380
� �
Q r4 Ln r-, m
Amm=
>�
m-z O
LnH Z Z Z
375
375
\\��'y,0'
ltih��v
370
370
365
365
36o
36o
355
355
mcq
L110 in 't
m
m
00
im 00
im
L
375
-0+25 0+00 0+50 1+00 1+50 1+75
STR-10 TO STR-6
375
N
L
O +n r,
mO
>
� V) Z
370
(I
370
n MH-39
m m = STA:0+49.20
365
s = RIM-358.05
0 0 _ INV IN. 351.7o TO MH-4o
365
° INV OUT. 35 5o TO MH-36
00 ° N rl
CD H ri m
Ln
0 00 M m l-
36o
m m m Z Z O
= z z z - / Q,
36o
1
Cb
355
355
350
350
8" SDR-26
PVC
45.2o
LF @a o.66%
345
I
345
Oq
OR
n
Ln
n 00
Ln Ln
00 t
Ln lD
t 0)
lD to
0)
lD
m
m m
m m
m m
m
-0+25 0+00 0+50 1+00 1+50 2+00
MH-4o TO MH-36
385
'AY CULVERT
,.5o
W/ RI
IN`
10-YEAR STORM'
DEPTH = 1.2"
395
6" DEPTH PROVIDED
395
/
PROPOSED GRADE
390
STR:8 VDOT STD. DI-5
390
TP=391.50
INV OUT: 387.00 TO 6
/
8
3 5
L
_
3 85
W /
J
0
_
Q
38o
2 0 0
00 f- -
38o
m
O o
o o �
O N Ln r m
m m
Ln F-
375'
> > > ,c`%�
v~i ►- z z z
375
by
ti
370
370
EXISTING GRADE
/
365
365
STR:4A VDOT STD. MANHOLE
TP=361.93
/
INV IN: 356.35 TO 6
INV OUT: 351.00 TO 4
36o
36o
15" CL
III RCP
STR:4 VDOT STD. MANHOLE /
35 og
LF �a 14.11%
TP=350.13
355
INV IN: 345.25 TO 4A
INV OUT: 344•oo TO /
350 /
350
DOT STD.
EW-1
PRAP OUTFALL
15" CL III RCP
345
36.03 LF Qa 15.96%
345
/. OUT=343.00
15" CL III RCP
340
43.6o LF @a 2.29%
340
VDOT
#3 COARSE AGGREGATE OUTLET
PROTECTION
w/ GEOTEXTILE
FILTER FABRIC UNDERLAYMENT
(L=13',
W1=3.75', W2=14.25', D=2' MIN.)
335
(
(
(
335
N
CO
O O
O CO
lD W
O o
lD H
Ln O
It It
O 0)
00 0)
t M
Ln 0
OR CC!
00
C)
ri
It
O r,
t t
00 N
t lD
O t
lD r-,
It O
r� 00
t N
00 0)
Q7 Q7
00 rn
ri
(7)
m
m m
m m
m m
m m
m rn
m m
m
-0+25 0+00 0+50 1+00 1+50 2+00
STR-8 TO OUT
2+50 3+00
MH-20
STA:S+77.8o 385
RIM:382.40
INV
OUT. 370.4o TO
MH-1g
380
/
380
375
375
370
370
365
365
36o
00
N _
36o
O
�-
m
0,
�y1Oe
355
O 0
n 0 rr m
cip v
°
355
. It
C' 0 m
+ L
ri T- O
/ ti°��
"
mcn
°r+°Nmz0
_ 2E»
± E 2 > >
Ln LL Z Z
350
ri
°ri m =
350
22 O
000
° O ON Ln
o N Li) Ln m
345
r!M
6 m m
o N m m
__
345
= <
O `�" Z Z O _
>> > -
/
Z Z Z
1811 SDR-26
PVC
110.84 LF
Qa o.gg%
340
6 P\IC
340
g"8D F@2.04%
235;
335
335
330
330
00
(7)
00 00
0) N
00 00
N N
00 to
N lD
<D ri
to Ln
ri t
Ln O
It N
O m
N m
m N
m It
N lD
It 0)
lD Ln
0) lD
Ln N
lD r♦
N t
ri
t
ri
t
rl t
It It
t Ln
It It
Ln Li)
It t
Ln
t t
t\
t t
01 07
It t
0) A
It Ln
A A
Ln Ln
ri O)
Ln u)
0) CO
Ln lD
CO lD
lD n
lD
1\
m
m r•n
m m
m m
m m
m m
m m
m m
m m
m m
rn m
m m
m
-0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
MH-2o TO MH-17
4+50 5+00 5+50 6+oo
NOTE: HDPE CAN BE USED INSTEAD
OF RCP FOR THE DRAINAGE PIPES
PER VDOT & AASHTO STANDARDS.
345
ROPOSED G
340
EXISTING GRADE
y/
335
10-YEAR STORK
DEPTH = 4
EPTH PROVIDE[
345
340
335
INV. OUT=328.00
„ G
C.\.•\\\R96%
330ef
63�F 3 -- 330
VDOT STD. EW-1W/ RIPRAP OUTFALLOARSE AGGREGATE OUTLET PROTECTION
XTILE FILTER FABRIC UNDERLAYMENT
325 (L=11', W1=3 75'W2=12.25, D=2'
m °O M oN m rn
m m m m oM om
-0+25 0+00 0+50 1+00 1+50
STR-2 TO OUT
CL461
VERTICAL GRAPHIC SCALE
5 0 2.5 5 10
( IN FEET )
1 inch = 5 ft.
20
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
NOTES:
1. ALL FILL TO BE PLACED AT 95% COMPACTION.
2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST
PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE
UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS
BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN
ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE
SPECIFICATION 303.04
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF 4' OR GREATER SHALL HAVE STEPS IN
ACCORDANCE WITH STANDARD ST-1 AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN
ACCORDANCE WITH STANDARD SL-1 AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
MH-27
STA:5+07.64
RIM:342.12
INV IN. -i�t5.2o TO MH-18_� 345
INV IN. 335.2oTO MH-32
INV OUT. 335•oo TO MH-16
340
1
1
1-
1��
340
-
335
335
Ln
330
0 0 _
330
0 °°
t\
0�
lD + N = /
325
=mmZ
< 2E > > _
z
'�`'
325
320
r+
-�
320
-
v
/
o lr°,
ra =
v 2 O
_
/
315
0 _
r1t'
315
F_ ^ o m
Ln to '1 06 m 1-
'I X ,n +
= W ci N om z O
O =�2»
z z
310
° j
°
3 10
m W N
06 N) �
8" SDR-26
PVC
N
+ 0) z =O /
ri C_
92.02
LF @a 14.56%
> >
305
z z
305
300
300
V8"
/
68.8o
SDR-26 PVC
LF
Qa 11.77%
295
295
290
_ N
/
290
0
Ix
N
285
= ° N
285
l�7 0 ri ^0
N O
F- 0r4 zZ
`nQ>
28o
w Ln E z w
8"
DIP
28o
134.94
LF @ 18.88%
r
275
I�
275
270
II
II
II
I'
I
270
265
265
0
O
0 m
O
m lD
N
lD t
N 00
t n
CO Q1
t\ 0)
c1 ri
0) 00
ri ri
00 lD
ri r1
lD ri
r1 O
ri lD
O lD
lD lD
11R 01
to
01
06
n
06
n W
Ln
00 0)
Ln m
0) O
m ri
O O
t\ Ln
O ri
Lfl ri
ri N
ri 00
N N
00 lD
N m
lD 0
m t
0 ri
t t
ri
t
N
N N
N N
N m
m m
m m
m m
m m
m m
m m
m rn
m
-0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+25
MH-17 TO EXISTING MH-CARROLLCRK-2-1
OF
SC ` T R. COLLINS
L) No. 35791 1,
'�.�S'1/02NAE
U)
z
O w
Q
H �
U)
N
W
ce
Ln
N
Ln
Ln
0
w
Q
0
1n
z
Lu
O
U
0
O
V
w
a.
0
w
U)
F-1
w
Lu LnLnLn
f j � ] l,0
J
Luw
0 O
O
u"
Lu
J
LL
O
0
N
O
a
H
_J a
H `
o
1
o
c;d
W
L
C
O
a
H c
Z�
v
0
s
QN
W ;
J v
e
W
� a
L
r1
O
W
�
2 a
JOB NO.
E
142109
Z
a
SCALE c
c
1 "=50'
SHEEP NO.
t
8 a
e
s
Design Storm Year = 10 -_
DROP INI, TS
STRUCTURE
DRAINAGE
D
(IN)
FLOW'IYPE
INLET
TYPE
AREA
(1'r-)
PERIMEBTER
(Fr)
A
(ACRES)
C
-
1
(IN/FIR)
Q
(CFS)
2
DI-5
5.00
6.33
1.42
0.53
4.00
3.01
3.5
WEIR FLOW
2
DI-5
5.00
6.33
1.42
0.53
6.50
4.89
4.0
ORIFICE FLOW
8
DI-5
5.00
6.33
0.18
0.50
4.00
0.36
0.9
WEIR BLOW
8
DI-5
5.00
6,33
0.18
0.50
6.50
0.59
1.2
WEIR I -LOW
10
DI-5
5.00
6.33
1 1.44
1 0.50
1 4.00
1 2.88
3.4
WEIR FLOW
10
DI-5
5.00
6.33
1 1.44
1 0.50
1 6.50
1 4.68
4.0
ORIFICE FL04V
DRAINAGE DESCRIPTIONS
STR.
NO.
PIPE INFORMATION
INLET
INFORMATION
COMMENTS
DIA.
(in.)
LENGTH"
ft.
SLOPE
%
INVERT
IN
INVERT
OUT
MATERIAL
INLET TYPE
Curb
Type
SLOT
LENGTH
RIM
ELEVATION
2
DI-5
NIA
0
337.00
VDOT STD. IS-1
1
15
113.63
1 3.96%
333.50
328.00
RCP
8
DI-5
NIA
0
391.60
VOOTSTD.IS-1
7
1.5
156.16
14.09%
387,00
365.00
RCP
6
MH
NIA
0
371.52
VDOT STD. I3-1
5
15
35.09
16.82%
362.25
356.35
RCP
413
MH
NIA
0
361,93
VOOTSTD. 13-1
4A
15
36.03
15.96%
351.00
345.25
RCP
4
MH
NIA
0
350.13
voar sm. is-1
3
15
43.60
2.29%
344.00
343.00
RCP
10
DI-5
NIA
0
386.83
VDOT STD: IS-1
9
15
1 117.68
1 13.03%
382.33
367.00
RCP
2
1.42
0.53
0.75
0.75
9.00
5.58
4.2
OUT
333.50
328.00
113.63
0.0396
15
12.9
9.3 1
12.2
8
0,18
0.50
0,09
0,09
6.00
6.35
0.6
6
387.00
365.00
1 156.16
0.1409
15
1 24.2
7.9
19.7
6
0.00
0.90
0.00
0.81
10.14
1 5.34
4.3
413
362.25
356.35
35.09
0.1682
15
26.5
15.8
2.2
4B
0.00
0.90
0.00
1 0.81
10.18
5.33
4.3
4
351.00
345.25
36.03
0.1596
15
25.8
15.4
2.3
4
0.00
0:90
0.00
0.81
10.22
5.33
4.3
OUT
344.00
343.00
43,60
0,0229
15
9.8
7.7
5.7
10
1.44
0.50
0.72
0.72
10.00
5.37
3.9
6
1
382.33
367,00
117.68
0.1303
15
23.3
13.9
8.5
CULvERT281
4,19
1 0.34
1.42
142
13.00
4.84
6.9
OUT
I
1
343.00
1 340.00
36.50
1 0.0822
24
649
13.4
2.7
Table 8: Pipe Design Table
9
Structure
Area
(Acres).
Cw
tc
(Min.) .
2
1,42
0.53
9.0
4
0.00
0.90
5.0
6
0.00
0,90
5.0
8
0.18
0.50
6.o
10
1.44
0.50
10.0
413
0.00
0.90
5.o
CULVERT 28
1 4.19
0.34
13.0
PIPE DESIGN
n = 0.025
for CMP
n = 0.013 for RCP
n = 0.01 for HDPE
Pipe
Hydrology
Pipe
N
U
.N
U
a
G
2
o
V
R
rn
c
o
E
ro
`_°
c
o
is
E
$o
a
M-
C
$
O
L'
it
OL
l0
O
i1.
W
c0
(n
LU
4
U
U
U
iv
-
aC)
c
'c
_
c
N
O
LL
3
iL
tY
Pipe nun: 2 - OUT
2
OUT
1,42
0.53
0.753
0.753
9.00
5.58
4.20
4.20
333.50
328.00
113.6
0.01
0.0396
15
12.85
9.33
0.20
Pipe run; 8 - OUT
8
6
0.18
0.50
0.090
0.090
6.00
6.35
0,57
0.57
387.00
365.00
156.2
0.01
0.1409
15
24.25
7.93
0.33
6
46
0.00
0.90
0.000
0.810
10.14
5.34
0.00
4.33
362,25
356.35
35.1
0.01
0.1682
15
26.49
15.80
0.04
Q
4
0.00
0.90
0.000
0.810
10.18
5.33
0,00
4.33
351.00
345.25
X0
0.01
0.1596
15
25.81
15.39
0.04
4
OUT
0.00
0.90
0.000
0.810
10,22
5.33
0.00
4.33
344.00
343.00
43.6
0.01
0.0229
15
9.78
7..68
0.09
Pipe run: 10 - 6
10
6
1.44
0.50
0.720
0.720
10.00
5.37
3.87
3.87
382.33
367.00
117.7
0.01
0.1303
15
23.32
13.91
0.14
CULVERT 28
IN
OUT
4.19
0,34
1.425
1.425
13.00
4.84
6.89
6.89
343.00
340.00
36.6
0.01
0.0822
24
64.86
13.43
0-05
36o 36o
EXISTING GRA I E
oa
oL
355
r'r
355
350
i 350
/
I
/
I
345
/
j 345
/
PROPOSED
DITCH
0
cl?
340
340
00000
�•> T3
JUTE DITCH
335
WIDTH = 6'
(VDOTEC-3, TYPEA)
335
NO-SCAL;=
QZ 3.15
CFS Q,o 3182
CFS
V,= 5
57 FPS VT 51
.84 FPS
D2= 0�53
FT D,u
57 FT
i
330
1
330
N
O O
a> Ln
N
N
m
H ri
m ran
N Ln
rrnn M
li
M
-0+25 0+00 0+50 1+00 1+50
DITCH 1
43-5 43-5
EXISTING GRADE -
i
/ 350 350
410 410 PROPOSED GRADE
/
/ PROPOSED GRADE VDOT STD. ES-1
I VDOT STD. ES -1 EXISTING GRADE
VDOT STD. ES-i
345 345
405 405 - 10-YEAR STORM
10-YEAR STORM / DEPTH =16.8"
VDOT STD. ES-1 DEPTH = 9.6" / 33" DEPTH PROVIDED
I ( ol0 18" DEPTH PROVI INV IN=34o.0o INV IN=
INV OUT=399.23 Q G I I / 34300
INV IN=404.75 340 / 24" CL III RCP 340
4O0 400 - ------ 36.5o LF t7a 8.22%
O /
01h VDOT #3 COARSE AGGREGATE OUTLET PROTECTION
w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT
2o' SECTION OF VDOT STD. (L=16', Wi=6', W2=i8', D=2' MIN.)
EC-3 TYPE A JUTE DITCH AT 335 ( 335
395 OUTFALL OFICULVERT 395
N N LD LD n 1�
O O OR 00 Q1 al
o C) m m oron _• � � It
00 0 rnrn rnm Ill rn
It m t•
-0+25 0+00 0+50 1+00
CULVERT i.o
-0+25 0+00 0+50 1+00
CULVERT 28
1+50
375
375 365
EXISTING GRADE
DITCH MATERIAL
/
-----
- - - -
1500/0
- - - - -
370
370
CHANGE C STA, 1+oo
/
/
DL= 12"
PROPOSED
DITCH
/
/
3•
3;1
365
GRASS
DITCH
365
j
�(V
_
IDTH = 6'
10 SCALE
/
QZ 2.20 C
FS Q,o 2.66
FS
36o
� V
/ (0.
DL= 12�
3.�
3.1
VZ= 2.46 FPS
Dz= 0.55
V,a 2.58
T D,o 0.59
PS
T
36o
JUTE DITCH
/
WIDTH
6'
355
h
(VDOTE
NOSCAE
q-2)
355
2 3.00 CFS
�2=
Q,o 3.63 CFS
4.48 FPS
V,o 4.70, FPS
z = 0.47 FT
D,o = 0.51 FT
350
1
350
O
rn M
a?
Ln N
r9 t
rn ri
N N
lD ri
t cll
ri Ln
N ri
lD
Ol Ln
�
t
Ln
m
ri N
Ln LD
rn r-n
0 rn
w LD
m m
00 N
lD n
rn ro
Ol N
lD r,
m Ill
O m
t\ r�
rnm
O m
n n
m m
ri
t\
m
-0+25 0+00 0+50 1+00 1+50 2+00
E ITCH 2
Road Name: Waterside Way
Ditch Side: Left
2+50 3+00 3+50
Job Number: 142109 Designed By: ANVIL
Ivlax S=5.00 EG 2, Max V=l.O fps
Max V=3.O fas EC-3'I'v;le A Mae V-4.0 fps
365 370
36o
\
36o
\
EXISTING
GRADE
355
\
355
\
OL= 12"
�--�-1
\
I
350
- --
3•'
JUTE DITCH
--- - s�o --
350
\
\
--
\
WIDTH = 6'
\
(VDOT EC-2)
NO SCALE
\
345
Q2
81 CFS -
�Q10_
.98 CFS
\\_
345
V,=
.99 FPS V,a
3.13 FPS
\
Ds =
.30 FT D,0 -
0.32 FT
\
340
PROPOSED
DITC
\�
340
335
1
335
000
N q
1q_ col_D
Ln
Ln
0
al
ri
lD
ri LD
LD Ln
It O
Ln Ln
n N
t -1
O
t'
m
m m
m m
m rn
rn
-0+25 0+00 0+50 1+00 1+50 1+75
DITCH 3
Sta
Froin
Sta
To
T
(min)
C
Value
Area
(ac.)
CAI
ecui`
(41/1u•)
(cfs)
I Slope
(ft/ft)
Earth (tr=0.03)
Jute(Sod) (n=0.05)
Paved (n=0.015)
1'
(iidhr)
Q'
(cfs.)
Depth'
(ft)
Nlin.Desi n
Width
(ft)
Vet.
Depth
Vel.
Depth
VeL
Depth
(Depth) (Type)
IOt00
11+OU
6.5
0.53
0.11
0.06
1 5.4
0.31
0,0100
1.30 f)s
0.28 ft
6.50
0.38
0,30 n
18" Earth
11.00 ft
11+w
12+00
7
0.56
0.13
0.13
5.2
0.68
0.0100
1.58 fps
0;38 ft
6.30
0.83 <
0.41 ft.
18" Earth
11.00 ft
12.1-W
13+00
7
0,48
0.10
0.18
5,2
0.93
0.0250
2.41 fps
0.93 ft
1
1 6.30
1 1.13
1 0.3911
18" Earth
11.0011
13+W
t4+00
7
0.56
U.UB
0.22
5.2
1.16
0,0400
2.07fps
0.13 ft
6.30
L411
0 47 ft
18" Jute
11.00 ft
14+00
15+OU
1 7
O.SZ
0.09
0.27
5.2
1.41
0.0450
2.27fps
0.46 ft
6.30
1.711
0.49 ft
18" Jute
11.00 ft
Note: ditch collt➢Ales onJeft stile of OS rty Drive, Stkl. IO+W
I S+6G
17+00
6
0,52
0.11
0.06
5A
0,31
0,0500
2.37 fps
0.21 ft
6.50
0.37
0.22 ft
18" Earth
11.00 ft
l7 tOO
17 }65
5
) a
U.07
U.U)
5:G
O.SI `
'U.O500
'2,69 fps
0.25 tt
6.80
0.62
0.27 ft,
18" Earth,
-'11.00 ft '
Nute: ditch termitiuws ar Drop 111let ##8
Road Name: Waterside Way Job Number: 142109 Designed By: MIL
Ditch Side: Right MarS=a070 EC-2,MaeV-10fps
MayV=3.Ufus 1EC-3TyDeA_1%4,ixV=7.0fos
Sta
From
Sta
To
'T
(min)
C
Value
Area
(ac.)
CA
Iceut
I'
(in/hr)
Q
(efs)
Slope
(ft/ft)
Earth (ti=0.03)
Jute(Sod)
(n=0.05)
Paved n=0 015)
1'
(inil
Q
(efs)
Deptli'
(ft)
Min.Design'
Width
(ft)
VeL
Depth
Vel.
Depth
Vel.
I Depth
(Depth) (Type)
10+00
11+00
7
0.54
0.19
0,10
5.2
0.53 r
0.0100
10jbs
0.35' ft
1
6.30
0.65
1 0.37 ft
1811 Earth
I L.UU it
11400
12+00
7
0.50
0.13
0.17
5.2
0.87'
0.0100
1.68 fps:
0.42 it
1
6.30
1.06
0.45 It
18" Earth'
11.00 ft
12+00
13+06
7
0.46
0.10
0,21
5.2
LIL
0.0250
2.52., s
OJ8<ft
6.30
1.3-5
0.4111
18" Earth
11.00 t1
13+00
14•+•00
7
0,45
0.09
0.25
5.2
1.32:
0.0400
2,13 fps„
0.4511
6.30
1 1.60
0.49 ft
18" Jute
HIM
it
14+00
15+00
7
0.46
0.11
0.30
5.2
1.58
0.0450
2.33 f s ,
0.=48 11
6.30
1, P
0.5111
18" J cite
11.00 f►
I5+00
16+00
6
0.48
0.14
0.37
5A
2.01
0.6500
2,58fs
0.51 tt
6.50
2.42
U,55 it
18" Jute '
11.00 ft
16+00
17+00
6.5
0.51
0.19
0.47
5.4
1 2.53
0.05W
2.73 firs
0.56 ft
6.50
3.05
0.60 ft
18" J Lite
11.00 f1
17-t(}U
18+00
6.5
0.52
0.21
0.53
5.4
3.12
0.0500
2.87 s
fp
0,60 ft
6.5 0
.7
3 6
0.6411
18" Jute
u
11.0 tt
0
18+00
19+00
7.5
0.54
0.27
0.72
5.2
1 3.76,
0,0325
2.57 fps
0.7011
1
6.30
4.56
0,75 ft
18" Jute
1 LOU f1
Nate: ditell wanintaes at Drop Inlet ## 10
Road Name: Osprey Drive
Ditch ,Side: Left
Job Number: 142109 Designed By: ANIL.
V..X 5=aY/o EC-2, Nlar V=40 fps
iV1ax V=3.0 fps 1EC-3'ryPeA.IvhxV--7.0fos
,11,=
Sta
From
StaG
To
(min)
Value
Area
(tic.)
GA
eceut
1
(in/hr)
( 1
(cfs)
Sloe
P
(ft/ft)
Larth(n 0.03
-
Jute(Sod) n 0,05
( )(
.Paved n 0.015
(
1
(in/hr)
C ?
('cfs)
Dt, th
p
(ft)
.- .
Mtn:Desl
Width
(ft)
VeL
Depth
VeL
Depth
Vel.
Depth
(Depth) I ('type)
10+W
11+00
6.5
0.53
0.16
0.35
5.4
1;22
0.0600
2.73 fps
0.48 ft
6.50
2.31
0.52 it
1.8" Jute
11;00 fit
11+00
12400
6
0.4.6
0.10
0.40
5:!
2.16
0.1000
3,41 fps,
0.416 ft
6.50
2.61
0.49 ft
18" Jute
11.00<11
12+OU
13+00
6
0.56
0.07
0.114
5.4
2,38 ;
0.1000
3.49 fps
0.48 tt
6.50
2,86
0.51 11 _
18" Jute
11.00 ft
13+00
14+W
1 6
0.4 ,
0,07
0.47
5A
2.56'
0.1000
3.55Jps
0.49 ft
6.50
3.08
1 0,53 ft
18" .lute
11,0011
14+00
15+00
15+00
t5+75
1 6
1 6
0,60
0.54
0.06
0.05
0.51
0,54
5.41
5.4
2.76
1 2,90
10.0700
10.05501
1
1
3.17 fps-
2.93 Jim
0.54 ft
0,57 ft
6.50
6,50
3.32
3.49
1 0.5811
1 0.62 ft
1'8" Jute
18" Jute
11.00 ft
I Lw ft
Note: roadside
ditch eon►inues into Ditch 91, Sta. 1.5+75
Road Name: Osprey Drive
Ditch Side: Right
Job Number: 142109 Designed By: AMi L
NW ,S• 5.(P/o EC-2, Max V=1:0 fps
Max V=aOfos 1E_C-3TvueA.Nb_,rV=70fus
Sta
From
Stu
`To
[
(mire)
C
Value
Area
(ae.)
CA
keel
1
(in/hr)
Q
(efs)
Slope
(ft/ft)
Earth (n=0.03)
Jute(Sod) (n=0.05)
Paved (n-O.0 15)
1'
(in/hr)
Q -
(efs)
Depth'
(ft)
Min.Design
Width
(ft)
Yet.
Depth
Vet
Depth
VeL
Depth'
(Depth) (Type)
I O+W
t 1+W
5
0.64
0,04
0.03 :
5.6
0.14
0.0600
2.07 fps
0.151i
6.80
0. t7
0.16 tt
18" Earth
11.00 R
11+00
12+00
6
0.40
0.11
0.07
5A
0.38'
0.1000
2.21 fps
0.24 tt
6.50
0.45
0.26 ft
18" Jute
11.00 ft
12+U0
13+00
1 6
0.50
0.09
0.11
5A
0.62
O. I WO
3.49 fps
0.29 tt
6.50
0.74
0.31 It
18" Jute
11.00 ft
134W
14+00
6
0.56
0.07
0.15
5.4
U.83
0.1000
2.68 fps
0.32 ft
6.50
LW
034 ft
18" Jute
11,00 ft
14+W
15-FW
6
0.45
0.10
0.20.
5: 4
1.07
0.0700
2.50fps
0.38 ft
6.50
1.29
0.41 ft
18" Jute
11.0011
15+00
16+00
6
0.50
0.14
0,27
5A
1.45
0.0550
2.46 f1;s
0.,1 l ft
6.50
1.75
0.481t
18" Jute
11.00 ft
16+W
17+00
6
0.51
0.17
0.36-
5A
1.92
0.0400
2.34f1m
0.52 ft
6.50
2.31
0.5611
18 Jute
11.0011
17+W
18+00
1 G
1 0.53
0.18
1 0.45
1 5.4
2.43
0.0400
2,47fps
0.5711
6.50
2.93
0.61 ft
18" Jute
11.00 ft
I 32L
19+W
1 G
1 0.51
0.18
0.54
1 5A
2.93
0.0400
2.61 fps
0.61 ft
6.50
3.53
0.66 It
E 18" Jute
11.00 ft
19+W
20+00
1 7
1 0.61
0.32
0.74
1 5.2
1 3.&1
0.0250
2,34 fi)s
0.74 ft
6.30
4.65
0.79 ft
18" Jute
I IM ft
;Vote: ditch termfiiates at.Drop Inlet 42
1
FTIL-T
:...�
AREA = 0.13 ACULVERT #2 1 � � �r•
., Cw = 0.5) L CULVERT
Tc=7MIN./
;i ► AREA = o' 19ACi. SCOT R. COLLINS �
C
54 ; l _
A/
O
rm Tc=7MIN.
/ U No. 35791 1�__
':. ` WATERSIDE WAY 6Fiq��r..:y E o foo
'0 k::::
EA = o.10 AC R Cw 0.5 / i .9
Cw = 0.48 53 S1 ONA L
Tc= MIN a Tc=6.5MIN 9 - -
I
I CULVERT #2
3
r
I-
1 I �........ AREA = o.13 AC. I f
CULVERT 422 fCw o.56
Tc=7MIN. I I {
r 11!
_;J Imo.,--.j`�,�• A.
.
�` ir1 1ir
�I r -'j T 1 aP 0
Jill
all
�Al2EA=o38AG °`rry"�afr .► :'s ry� V
r Cw = o.61 ? j7a12E 0 so uj
. AC. I Q
F r:.::.:1:: {.... { . j:::.:.: } :.; • Cw = 0.53
I I I I r.OT:ti r:i;:r:':::..;. T
#24
Li............::::!::(CULVERT
ui
I i ._... ........� ....:: ��III �..
ce
i ; AREA = 0.39AC._1
Cw 0.49 rd
i Tc=7 MIN. l ,+"�✓ =
�
AREE2*9' AC..,.?, ::� d� �....:0.13 AC.
Cw=0.53 4 �.::.....� Cw=0.57 ,1
1 Tc = 7 MIN. a+t.:.. .. ' \'Tc = 5 kIiN I
\.. �.'..
t , CULVERT 925 4 f 1
T
-�F
S ` f
ti.........4 A EA
\ J.; ................ I t rrns:
0.10 AC. 1 ,1 , OWNEI
Cw
i.. ........... \ L0Fz6:{ :.::?;?::a j Tc= MIN. I A-- 1 -
i DEIJPc:
USE:
CULVERT #26
!DR IN E MAP
ui
' '.1 U '1tie
370
365
365
°o9
o�
36o
36o
\
EXISTING
GRADE
90 \
O0
0
\
355
\
355
I
PROPOSED
DITCH
DL= 12"
\
350-,
.,
�'�
350
JUTE DITCH
_
\
WIDTH = 6'
(VOOT EC-2)
\
t NO SCALE
\
345
Q = 0.7116
CFS = 0.
2 CFS
345
V,= 2.
6 FPS V0 3.(I
1 FPS
Dz= 0.
9 FT D,o 0.II
1 FT
340
(
340
r1
LD
ri
�D Co
0m Lri
n
ri
Ln LD
LD
00
l0
c6 ri
LD LD
ri t\
c0 Ln
n Dl
Ln It
Ol
It
m
m m
m rn
m m
rn
-0+25 0+00 0+50 1+00 1+50 2+00 2+50
DITCH 4
VERTICAL GRAPHIC SCALE
5 0 2.5 5 10 20
( IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100 200
( 'IN FEET )
1 inch = 50 ft.
Ditch #: 1 Job N1.frrbef: 1009 Designed By: AML
Max 5=5.U`ro L;c-2,1Max V=4.0 fps
i4lax V=3,Ofps I LC-3'1'ype A. Max V=7.0fps
Sea
Front
Sta
fui(Inin)lValueltic;.
., y
I
L
Area
_;
GA
tecun
I a
ill/hr
( )
:..
(�' -Slope
efs
(efs)
ft/lt '
(ft/ft)
_' :.
Ear[h,(a-0:03)
JutL;(Sod) (r1-0.U5}
• _
Paned (1r0.OI5)
,
I'
1/
(II 1>r)
,,
Q
(efs)
.
Depth'
t
(f)
, • ,.i
M1rDE;st��n
_W _ .
Width
(ft)
Y eL
De th
p
V t DI tl
Vel, Depth
F el.
e x
Depth -
�t e(tie.)
(Dc h) (Iyp)
-_195
l.� /a
lG-r4U
5
-0.44
U.US
_ :
U.�6.
�.G
3.10
2
U._380
.�.57' fpa U.53 fit
6.$0
2
3.8_
-
O.a7 it
"
18:0 Jute (EC-3A)
6.00 fit
Noh<: ditch OutCdls uit v SWM faeitit
Ditch #: 2 Job Number: 142109 Designed By: ANIL
Max S=5.Off/o EC-2, Max V=1,0 fps
IVL•ixV=3.0flips 1EC-3'ryvcAMxxV=7Dfvs
Sta =
To
2+00 -
T
min
6.5
C
Value
0.61
Area
ae.
0.38
'CA
eecuix
0.23
1
in/1>r
5.4
�
cfs
1.25
Slope
pc
ft/t11
0.0150
Earth n=0.03
( -)
Jute(Sod) n=0.05
-( -) ( )
Paved n=0.015
( )
1'
in/hr
6.50
Q'
efs
1,51
De tie'
p
ft
0.4711
Min.Desi ti
11
Width
ft
6.Oti ft
Vel.
2..14f)s
Depth
0.44 ft'
VeL
Depth
Vel
Depth
(DepthT e
12" Earth
I w.
7
OA9
0.39
0.42
5.2
2.20
0,0150
2.46 fps
0.55 a
6.30
2.66
0.5911
12" Earth
6.w ft
0w
7
0.531
0.29
1 0.58
5:2
1 3.00
0.1671
1
4.18 f7s
0,47 ft
6.30
3.63
1 0.51 It
12" Jute
6.00 ft
Note. ditchouttalls into S1VM Meilit
Ditch# 3 Job _Number: 142109 Designed By: AML
EG2, Max V=4.0 fps
lvlaL V i.O f ps 1fC-3'ryvcANUxV--7.0fps;
Sta
From
Sta
`Co
'I'
(inin)
C
Value
Area
(ac.)
CA
accun,
1
(in/hr)
Q''
(cfs);
Slope
(ft/ft)
Earth (n=0.0.3)
Jute(Sod) (a=0.05)
Paved (n=0,015)
1
(in/hr)
Q
(cfs),
Depth.
(ft)
Ntin,Dc siUn
Width
(ft)
VeL
Depth
VeL
Depth
Vel.
I Depth
(Depth) ('Type)
0+00
1+w
7
0.48
0.24
0.12
5.2
0,60
0.1357
2.77fps
027 ft
6.30
0.73
0.29 (l
12" Jute
6.00 ft
1+00
1-t&l
7
0.37
0.11
0.16
5.2
0.81
0.1357
2J' 9 fps
0.30 tt
6.30
0.98
0.32 tt
12" Jute
6,00 R
Note: ditch duttalls itito SWN1 tacilit
Ditch#: 4 Job Number: 142109 Designed By: AINIL
Max S 5.(P/a M-2, Max V=4.0 fox,
Max V=3.0 f as 1EC-3'rvL)eA11vktxV---7.0fm
Sta
From
Sta
To
'f
(rnii)
C
Value
Area
(ae.)
CA
accutr
I
>(in/hr)
Q
(cts�)
Stop
(ft/ft)
Earth (r1=0.03)
Jute(Sod) n=0.05)
Paved (1 0.015)
1.
(in/hr)
Q.
(efs)
Depth"
(ft)
Min,Desi n
Width
(11)
VeL
Depth
VeL
Depth
Vel.
Depth
(Dt pth) (Type)
0{Q0
l }0U
7.5
0.40
U.12
U,OS
5.2.
0.25 '
U.1G00
2. f7fps
O.l fit
G.3U
0.30
0.20 ft
12" Jute
6,00 ft
1+00
2+21
6.5
0,55
0.17
0.14
5.4
0.76
0.1382
2.96 fits
0.29 ft
6.50
0, (f-)
0.31 ft
12" Jute
6.00 ft
Note: ditch UWN16 into SWM 1116 it
z
O
� a
uj
C
o V) c
z J u
o a i
�Hn �
V)
F-1 z Li
a
uj Ln
� � n
M Ln
Project Glenmofe, Section K2C
I
Plan Sheet No.
Designer AML, PE
Sheet -�, of
-
1
Culvert ff
Rey. Dale-
Date 31110/15
AHW Controls
STATION.
HYDROLOGICAL DATA'
DA.= 0,20 ac. I
100 yr. Flood plain
elev.
-
Design AHW depth-
-
elev.
Structures
elev. keg. 'I'Vielev.
=
Culvert4l: Cw-0.54,Tc-7.Oiiiin.,12-4.7inihr,110-6.3inihr
- ----------- ----- --- ----- -1
- -
=
- =
Shoulder
-
eley. 418.76-
=
1
'___1;11i'
, I I !!
- -
- eley. 418.68
"�
DISCHARGE USED
R ASSETWENT I
At.) I
/ Skew
G Cover I
0 2 = 0.51 CFS
_
Detours Available Length
0 --ff-= _G,_9_CFS
-
Overtopping stage
0 _= _CFS
Flood Plain Management
Inv. El. 416.75
So= Inv. El. 416.55
Q _= _CFS
Criteria and Significant Impact
Orig, Gr. Etj�7._
_1�00%
L= 211- OrIg. Or. Ele-v.
0 __= ____CFS
__
I
-
I
HEADWATER COMPUTATIONS
CONT�
I OUTLET
End
INLETCONT.
I OUTLET CONTROL
-_
CULVERT TYPE & SIZE
0
�
QIG
Hw.
I VELOCIT Y
Treat
COMMENTS
�
HWID
I KIN
I Ke
do
(dc+D)J2
ho
H
I.So
I HW
I Smooth
ELEV.
Proposed 15' CMP Culvert (2 yr)
0.51
, 0.51
0.1
9.1
1 0.5
0.5
0.88
0A8
0.1
0.2
O�8
0.8
2ffi
NIA
QutleitCorivolled(44)
Loposed 15'CMP Culvert(IO yr,'
0.68
1 0.68
0.1
%i
1 0.5
0.5
0.88
0.68
0.1
0,2
0.8
1 03
22I
,
I NIA
OullAlControlled(481
Project Glenmore, Section K2C
Plan Sheet No�
Deslgrier_AML, PE
Sheet- of
1
Culvert #2
Rev. Date
Date 3110115
-
AHW Controls
STATION:
HYDROLOGICAL DATA:
D.A.= 0,28 ac. I
100 yr. Flood plain
elev. -
-
Design AHW depth-
elev.
Structures -.,-- - - _ _
elev. keg. TWelev,
=
Culvert #2: Cw - 0.53, Te - 7.0 min., 12 - 4.7 in1hr, 110 - 63 in1hr
__
- -
-
-
-
- - -
Shoulder
-
-
olev, 416.35
-
1
-1-1
Z;=�:�
. alev. 418.29
DISCHARGES USED
IRISKASSESSMENT I
AIDT
Skew
01
Q 2 = 0.7 CFS
Detours Available Lengt,
Q -70-= _G.'93_CF$
Overicipping Stage
-----I'-
�:__r
0 = CFS
Flood Plain Management
Init. El. 416.35
So= 1.00% Inv. El. 416.15
0 _= _CF3
Criteria and Significant Irnpact
Ofig, Or. El0_.
Lz --2T- Orig. Or. 5lov.
Q -= CFS
I
-
I
I HEADWATER COM PUTATIONS
CONT, I
OUTLET
CULVERT TYPE & SVE
Q
� Q1 B
KW.
I VELOCITY
PCM.Footh
EW
Treat!
INLET CONT.
I
OUTLET CONTROL
HWID
I HW
I Ke
do I
(dc+D)12
ho
I H
I LSO
HW
ELEV.
Froposed 15* CMP Culvert (2 yr)
O�7
0.7
0.1
O'l
0�5
0,5
0�88
Q.88
0.1
02
0.8
, 03
Z23
N/A
Outlet Controlled �48) -
lProposed 15' Chi P C ulvert (1 0 yr�
0.93
0.93
0.2
0.3
0.5
0,5
0.88
0.88
0.1
0.2
, 0A
1 O�8
2.41
N1A
lirietcontrolied(+Q-81) I
Project Glenmore, Section K2C
Plan Sheet No.
Designer Q L, FE
- of -
Culvert #3
Rev. Date
Date 3/10116
AHW Controls
STATION:
HYDROLOGICAL DATA
D.A.= 0.40 ac.
100 yr. Flood plain
elev,
-
-
-
Design AHW depth-..---
alev.
structures
elev,
keg. Tlillelev�
=
Culvert 43: Cw - 0.50, Tc - 7.0 min., Q - 4.7 irdhr, 110 - 6.3 Whr
=
-
__ z __
Shoulder
-
elev. 416.82
=
1
_'_�
___r���_
/ Skew
0
-
- elev. 416,62
-
Cover t '_11
zz��
DISCHARGES USED
RISKASSESSMENT I
ADT
Q
- Length
Detours Available
o -TO-= -TX-CFS
-
Qveficippivig,Stage
I
____V
Q - CFS
Flood Plain Management
Inv. El. 4114.9
So=
3.50% Inv, El, 414.20
Q ___ _CFS
Criteria and Significant Impaci-
OtIg. Or. Eg-v.
L�
_79- Qrfg- Or. Ere_v.
0 - CFS,
�
I
�
HEADWATER COMPUTATIONS
CONT,
OUTLET
CULVER r TYPE & SIZE
Q
QB
I
HX
VELOCITY
End
COMMENTS
I
INLET CONT.
OUTLET CONTROL
ELEV,
Treat.
HWID
HW
Ke
do
(dc+D)12
ho
H
I.So
HtN
Proposed 15'CMPCulveft(2yo
-
0.7940�94
0.2
0.3
0.15
06
0.88
0.88
0.1
0.7
0.3
03
3.79
ITA
hle[Controiledl(43')
Proposed 15* CMP Culveft(IO yri
1.20
1 116
0.5
0.6
0.5
0.5
0.88
0.88
0A
0.7
0.3
0.6
4.12
,WA
,IriletOonWled (46')
Project Glenniore, Section K2C
Plan Sheet No,
Designer AM L, ME
Sheet of
Culvert 94--
Rey. Date
Data 3110115
AHIPJ Controls
STATION:
HYDROLOGICAL DATA:
DA= 0.51 ac, I
100 yr. Flood plain
elev.
-
OesiqnAHWdqpIh_
-
elev�
Structures
eley. fireq. TWelov,
=
Culvea#4: Cw -0.50,
To- 8.0 min., 12-4.6
irVhr, 110- 6.0 in/hr
=
-
- -
Shoulder
=
elpy. 411.4
=
1
�'
��
- -
C . elev. 411.14
DISCHARGES USED
RIS �
ADT
Skew
11
Detours Available
Length
0 --170-= __TU_CFS
OveirlQpping Stage
___" -
-
��_v
0 = _CFS
Flood Plain Maragem-e-nT
-
Iny. El. 409.6
So= 4.50% Inv. EL 408.70
-
Q = _CFS
Criteria arid Significant Impact
-
Odg. Or. Eliv.
Lz -IT- 06g. Or. EgFv-.
Q _= _CFS
�
I
I
HEADWATER COMPUTATIONS
CONT.
OUTLET
End
INLET CONT,
OUTLET CONTROL
CULVERT TYPE & SIZE
Q
Q)B
I
Hvv
VELOCIT Y
I
Tfeat.
COMMENTS
I
__w_7D1
-HIN
-_ Ke ---
do
(dc+0)121
ho
H
LSo
I HW
7-NET'Smootb
ELEV.
Proposed l5"CMPCuIveft(2yf)
1.15
1.15
0.4 �
0.5
0.5
0,5
0.88
0.88
0.1
0,9
0.1
0,5
439
1 N/A
IldetCordrdled(45)
Proposed 15"CMPCulvert(10yr�
1.53
1.53
06
0,6
1 0.5
0.5
0,138
0.88
0.1
0.9
0.1
0.6
1 4.76
1 NIA
IldetControlled(46) I
Project Glenmore, Section K2G
I,ian ,6reet M
Liesigner ML, Ft:
z5neel_ oi
Culvert #5
Rev. Data
Date 3110115
-
1
STATION:
HYDROLOGICAI_ DATA
AHW Controls
IDA,= 0,64 aQ. I
100 yr. Flood plain -
alev.
-
Design AHIN depth-
elev.
Structures
alev.
fireq. '[Welev.
=
i
� Culvert#5: Cw-0,50,Tc-8,Omin.,12-4.6in/hr,IiO-6.0!h/hr
=
-
-
Shoulder
=
�
eley. 405�9
=
1
�
'
- -
CL. alley. 405.57
.
_���_�
`1`1�
DISCHARGES USED
Ric
- ADT
SXev�
Skew
�
.
Coy', 1,
Cover it
Q 2 = i.44 CFS
- Length
DeoursAvailable
-_
-
a --ff- = --TU-CFS
-
Overtopping Stage
I
U = ut"i
Flood Plain Manageri-e-M
la,4 El. 404.1
So=
5.60% Inv. EL 403.00
0 _= _CFS
Criteria and Significant Impact
Otig. Or. El6v_.
Lz
_710- Orig. Gr. 5lev.
Q _= _CFS
I
I
I
...... 1111-
HEADWAT ER COM PUTATIQNS
CONT *
I OUTLET
I End
CULVERT TYPE & SVE
Q
0313
I
INLET CONT.
OUTLET CONTROL
'
Hw.
I VELOCITY
Treat
COMMENTS
WID
F'ROT
Ke
do
I (dc+D)i2
ho
I H I
Lso
HW
ELEV.,
I C.M.
I Smooth
-
,Proposed I5'CMPCuIvert(2yr)
lAT41.44
O�6
0.8
0.5
0.6
0.93
0,93
0.1
11
-01
03
5.03
N/A
IdetControlled(40.8)
lProposed I5'CMPCuIvert(l0 yJ
i.92
1 1,92
0.6
0.8
0.5
0,6
0,93
0,93
0.1
1.1
-0.1
0,8
5A6
NIA
,Intel Controlled (48)
Project Glenmofe, Section K2C
Plan Sheet No.
OesignerAML, ME
Sheet of
Culvertif8-
Roy. Date
Dale 3110/15
-
1
______________ __________________
AHWCorltrals
STATION.
HYDROLOGK;AL DATA
R&= 1.35 ac.
100 yr, Flood plain
elev'_
Design AHW depth
elev.
Structures-
,elev- keg T'Ne;ev.
�
Culvert #8: Cw - 0.50,
TO -9.0 min., 12 - 4.3 in/hr, 110 - 5.8 in1hr
- -
-
-
- =
Shoulder
-
elev.
-
=
1
.3.91.68
'__�'
Skew
-
CL elev. 39iAlf
DISCHARGSTUSED-
RISKASSESSMENT I
AUl
Q 2 = 2.9 CFS
- Length
DebursAvailablo
- __
,Q 10 � 3_9_.2CFS
-
Overtopping Stage -
_��
-
-
Q = CFS
Flood Plain Management
Inv, El. 38915
So= 2-50% Inv. Et 389,25
Q _= _CFS
Criteria and Significarillm pact
Orig. Or, Bev.
-
L= 72-0 Orig- Or, IHW_
Q-"-'= ..... ____CFS
_____.'___._______ .... __
I
.----.
.
.- .1 ---- _1 .1._____'
HEADWATER COMPUTATIONS
CONT.
OUTLE
INLETC NT.
I OUTLET CONTROL
CULVERT TYPE & SIZE
Q
QJB
�
HYJ.
VELOC 1� �Y
ff�,e:l
I COM MENTS
HWID
I HW
I Ke
I do
I (dcPD)t2
ho
H
I.So
I HW
-C7M--T-$m
h
off'I
ELEV
Proposed 15' CMP CuN it (2 yr)
2,9
2.9
0.9
1.1
0.5
1 0.6,
1 0.93
O�93
0�11
0.5
0.5
. 1.1
4.56
1 N/A
1InI9ICantro1IedJ+l.IJ
[Proposed I 6' CMP Culvert (I 0 yr;
3.92
3.92
1.1
1A
0.5
0.7
0.98
0.9a
OJ
0.5
0.6
JA
4,139
I
11 NIA
Inlet Controlled C+i.4!)
Project Gfenmore, Section K20
Plan Sheet No.
Designer AM L. PE
Sheet- of
Culvert 0
Rev. Date
Dale, 3/10115
I
AHWContrals
-
STATION:
-
I _____ __
HwRoLoGicALvArk
D.A.= 1.41 ac.
100 yr. Flood plain
ejev.
____
Design AHW depth
elev�
-
Structures
elev,
keg, TMI ley.
=
C ulvert #9: Cw - G.60, Te - 10.0 min., 12 - 4.2 Whr, 11 0 - 5.6 irVhr
-
=
-
- -
Shoulder
z
elev. 389.9
-
-
1
__
1
;�_,���_��
-
. elev. 389.65
DISCHARGES USED
RISK 7MESSM ENT I
AUI
Skew
0
Cover- 'L "I ��
_ Length
Detours Available
Q __TU_= ___T55__CFS
Overtopping Stage
-,
m�__'
Q _= _CFS
Flood Plain Management
.........
Inv. El. 387.95
So=
2,25% M. El. 387.60
Q _= _CFS
-
Criteria arid Significant Irripa6lt-
Orig. Or. Elov.
L=
--20- Orig. Gr� E6.
Q _= _CFS I
-
I
HEADWATER COMPUTATIONS
CONT.
I
CULVERT TYPE & SIZE
Q
018
Hw,
,OUTLE
VELOCITY
End
,Treat
COMMENTS
INLET CONT.
OUTLET CON l' ROL
HVViD
I HW
Ke
do
(dci3O)12
ho
H
LSo
HIN
-
l5MFS_mooIh
ELEV.
Proposed 15'CMP Culvert (2 yr)
2.96
2.96
0,9
1.1
0.5
0.6
0.93
0.93
0.1
0.4
0.6
Ll
4.41
N/A
InletGontrofted (+1.1')
lProposed 15* CM P Culvert (10 y(�
3.95
3.95
IA
1.4
0.5
0.7
O�98
0.98
0.1
0.4
0.6
IA
4.7
JNIA
Controlled (*1.4')
Project Glenmofe, Section K2C
Plan Sheet No.
Designer AML, PE
I I 11
Sheet- of
Culvert f1_0
Rev� Date
Date 4120115
I
AffiV Controls
STATION:
____
HYDROLOGICAL DATA,
DA.= 0,51 ao.
100 yr, Flood plain
elev.-
Design AHW depth -
stay,
Structures
eliay� keg. Tweley.
=
Culvert #10: Cw - 0.53, Tc - 8.5 min., 12 - 4.4 irVhr,
110 - 5.9 1n/hr
- -
-
-
-
- =
Shoulder
-
elev. 406.25
-
-
1
_�
]�:�
- - __
CLetav, 406.5
DISCHARGESUSED
RIS999MMENT I
ADT
Skew
.��
"", '.�
C� ��
Datouir5AYailsb�lia
_ Length
Q --T-= __TM_CF8
Overtopping Stage
---V--------------------------------------_-�r
-
-
Q _CFS
Flood Plain Management
-
Inv. El. 404.76
So= 8.56% ,--
Inv. El. 399.23
_=
k.1 - CFS
Criteria and Significant Impaut
Ofig. Or. Etev.
- -
L= 6T.5 Ofig. Or, Elav�
Q _= _CFS
I
-
I
HMWATEIR
COMPUTATIONS
CONT.
OUTLET
CULVERT TYPE & SIZE
Q
QJ8
HW.
VELOCITY
End
COMMENTS
�
INLET CONT.
OUTLET C%ITROL
ELEV.
Treat
HWID
HW
69
I do
(dc+DY21
ho,
F1
,-o-
HW
CA.
I Smooth
I
'
trdwConvolled (46), OvOetprotection (20'VEC-3 Type A
Proposed I 5* CM P Culvert (2 yr)
11. 19
1.19
0.5
0.6
0.5 1:
0.7
0�98
0.98.
0.1
5.5
-4.4
0.6
5.67
.
I,YA
Jule ditch) foq0red
Intel Controlled (-f().8), Outlet protection (2W of EC-3 T ype A
I
Proposed 15'CMPCulyert(10yr
1.59
1.59
0.6
0-8
O�5
0.7
O�98
0.98
0.1
6.5
-4A
0�8
6.06
NIA
J�Iadiloh)MqLifed
Project Glenniore, Section K2C
Plan Sheet No.
Designer.AML, PE
Sheet- of
1
Culvert #6
Rev. Date
Date 3110115
.
AHW Controls
......
STATION:
__ __
HYDROLOGICAL DAlk-
D.A.= 0.84 ac,
100yr.F[oodplaill-
elev.-
I
DesignAHWdepth-
elev,
Strucluires
.
alley,
keg, TWelev.
=
Culver1#6: CW-0.5%TC-8.0
min., 12-4.5irdhr, 110-6.0 in/hr
=
-
- -
Shoulder
-
elev. 399A5
-
=
I
- -
CL eley, 399.13
__ DOCHARGE"SED
RISK ASSESSM ENT
_J ADT
I
Detours Available Length
Q __TG_ = --- 7757-CFS
Overtopping Stage
��r
Q _= _CFS
Flood Plain Managaiment
Inv. EL 39T6
So=
Inv. El. 396.54
Q CFS
Criteria and SigrillicaintimpaCt-
Ofig. Or. Elev.
L=
-5.30%
2-T- Ofig- Or. Ell-ev
_=
- CF3
.--.-----.I-
I
___ __
HEADWATER COMPUTATIONS
CONT.
OUTLET
End
INLETCONH'.
I OUTLET CON rROL
CULVERT TYPE & SIZE
Q
O/B
I
HW
VELOCITY
T reat.
COMMENTS
HWID
HW
Ke
do
(do,kD)12
1, ho
11
LSo
HW
CM.
I Smooth
ELEV.
Proposed 15"CMP Culvert (2 yr)
1.89
1.89
0.7
0.9
0.5
0.6
0.93
0.93
0.1
1.1
0.0
0�9
5.36
NIA
Intel Corinflad (49)
Proposed I5"CMPCu1hreft(l0yr,
2.52
2.52
0.8
1.0
0,5
0.7
0.98
0�98
0.1
1.1
0.0
I 1.0
, 6.8
I N/A
linlatConlrolled (0,O) �
Project Glerim ore, Section K2C
Plan Sheet No,
Designer AM L, PE
'
Sheet_ of
1
Culvert #11
Rev. Date
Date W10115
1 -
-
AHW Controls
STATION:
HYDROLOGICAL DATA
D.A.= 0.03 ac. I
100 yt� Flood plain
6�ev.
Design A,HW depth
elay.
-
Structures
elev.
-
keg. TWelev.
=
Culvert#11; Cw-0,64,Tc-6.Omifl.,12-5.2!rVhr,110-6.8irVhr
-
=
-
- -
Shoulder
=
elev. 401,83
=
1
-_
'I"--
/
- '____7
. eley. 401A8
DISCHARGES USED I
RISKA33ESSMENT I
Aul
0 2 = 0.1 CF8
Detours Available
-
Length
Q --TG-= __6.TF__CFS
Overtopping Stage
Q = (;F 6
Flood Plafn Management
----I,-
Inv. Fl. 400.05
So=
1___v`
6A0% Inv. El. 398.83
Q _= _CF8
Criteria arid Significant Impact-
Qr�- Or. Elev.
L=
72�_ Orl% Or. 81t_v,
Q -= -CF�
I
I
HEADWATER COMPUTATIONS
COW,
OUTLET
End
INLET CONT.
OUTLET CONTROL
CULVERT TYPE & SVE
Q
Q/B
W
VELOCIT Y
COMMENTS
ELEV.
Treat.
-TNU-T
_HW
Ke
do
(dc+D)12
ho
H
I.So
HW
T.-M-1.
�mooth
Proposed 15" CMP Culvert (2 yr)
0.1
0,1
0.1
0.1
0.6
0.5
0.88
0,88
0.1
1.2
42
0.1
NIA
.
Inle'lControlled (+O.I')
Proposed l5'CMPCulveft(10yr
0.13
GA3
0.1
0.1
0.5
0.5
0.88
0.88
0.1
1.2
-0.2
0.1 -
WA
Intel -Controlled (+O.I') -
F'rolec
Culvert
HYDROLOGICAIL DATA
D.A= 0,28 ac,
i Sheet No. Designer AML, PE
Rev, Date - Date 3/10115 -
___1 ... STATIC
AHW Confrols
I 00 yr. Flood plain __ elev.
Ues'UnAHWdVh_ elev.
Of
� -
Structures
9;ev.-- keg - TWelev.
Culvert #12: Cw - Q-57jc - 5.0 min., 12 - 5.2 in/hr,
�
110 - 6.8 inlhr
I __ -
-
- =
Shoulder
-
slay,
__
1
�
.369-32
"
CL
_= -
alev- 388.61
_�-
DISCHARGES USED
RWASSES94ENT
1
.ADT
Skew
Detours Available
Length
__
Of IT-= -1.09'-CFS
Overtopping Stage
----V'
---
_____V
-
Q = CFS
Flood Main Manager FieTt
Inv. EL
387.67
1
So= 11.25% Inv. El. 185.42
Q _= _CFS
Criteria and SiIlnificant Impadt
Orig. Or. E97-
L= _72U_ Of ig. Or. Ga-v 7
Q -= -CFS
I
__ -
HIEADWATERCOMPUTATIONS
-
CONE
- ------- -_ _______'_'
OUTLET
- ---
End
- - - -_ - - - - _ _
CULVERT TYPE & SIZE
Q
Q/8
INLET CONT.
OUTLET CONTROL
I I
HIVY,
VELOCITY
Treat.
COMMENTS
K�a
do
(dc+D)t2
h o
I H
I E�_
ELEV.
CA.
F5-n-00th
I PiopoSed 15* CM P Culvert (2 yr)
0.83
0.83
OA
0.1
0A
0.5
0.88
_E3
0.1
N/A
inlitContiolled(+0.0
-I
�Proposerl 15' CMP Culvert (10 yr
1,09
1-09
0A
0.5
0_5
0�5
0.88
_1�3
1 0-5
N/A
WetCOMMIled(+05)
Project Glenmore, Section K2C
Plan Sheet No.
Oesigner NAL, PE
hoet- of -
Culvert #7
Rev. Date
Date 3110i'15
- - -
AHW Controls
STATION:
-
-
HYDROLOGICALoAm
D � A.= 1.08 ac,
1 00 yr, Flood plain
elev,
� I
Design AM depth
elev.
Sliuclures-
elov.-
keg. Twelev,
=
Culvert 97: Ow - U0,
Tc - 9.0 min., 2 - 4.3 in/hr, 110 - 5.8 irVhr
-
-
-
-
- -
Shoulder
=
ehay. 393.52
-
1 =
'--I',-
CL elev. 393.21
F=:::�_�_�""�
D19017MGES USED
RISK;kSSE.ISMENT I
ADT
zl�1�7
Skew
Cover -
Detours Available Length
Q ___%_� _111-3--CF8
Overtopping Stage
I'll
0 __ _CFS
-_ -
Flood Main Management
Inv. El- 39135
So=
5.30% Inv. EL 390.69
Q __ CFS
Criteria and Signifira nt Impact
Orig, Gr� Elev.
L=
- -
72-0 Orig. Gr. EIEW
Q ___ _CFS
-
�
HEADWATER COMPUTATIONS
CONT,
OUTLET
CULVERT TYPE & SEE
Q
Q5
Hw,
VELOCIT Y
End
TleaL
COMMENTS
INLET CONT.
OUTLET CONTROL
_iTW_1D
F_HW
Ke
do
(do �0)12
I ho
I H
LSo
[-WIN-
C.M�
I Smooth
ELEV.
Pfoposedl5'CIVPCu1vert(2yr)
2,�2
2.32
0.7
0.9
0.6
0,6
0,93
1 0.93
0.1
1A
0,0
, 0,9
5.67
...
NIA
InletConfrolled (491
,Proposed 15'CMPCuiver((i0 yll
1113 1
3,13
0.9
1.1
0.5
O'7
0.98
1 0.98
1 0.1
1.1
6.15
1 WA
1InIetConIroIfed(+i.I)
Project Glenmof a, Section K2C
Plan Sheet No.
Designer AM L, PE
Sheet- of
I
Culvert #1 3
Rev. Date
Date 3110115
-
AHWConlrols
STATION:
�
HYDROLOGICAL DATA,
D.X= 0.31 ac. I
100 yn Flood plain
elev.
-
Desig n AHW depth-
elev.
-
Structures - - __ - --------- - -
elev.
ffeq. TWelev.
=
Culver(913: Cw-0.54,Tc-6,Omin.,12-4.9!rVhr,110-6.6!rVhr
�
- =
Shoulder
-
elev. 373-38
-
=
'__1
'I -
. elay. �72 �59
1
I
�_�����_�
,
010GHARGE0 USED
RISKA5SES5KNT [
AUI
z" Skew
Gover"I 'I-,
_ Length
Detours Available
I
0 __fT_= -ITF-CFS
Overtopping Stage - --- --- -------- - -- - -
0 = Ul- 6
Flood Plain Management
.
Inv. EL 371 �65
So=
10-95% Inv. EL 369.46
Q _= _CF8
Criteria and Significant Impiact
Orlq� Or. Elev.
L=
__
-Ia- Orig. Or. ley.
Q _= -OFS
I
-
.
.
HEADWATER COMPUTATIONS
CONT.
OUTLET
End
INLET C NT.
I OUTLET CONTROL
_
CULVERT TYPE & SIZE
Q
�
Q/B
HIM
VELOCITY
Treat
COMMENT$
HWJD
HW
I Ke
do
(dc+DP2
Fo
H
_LSo_F_A_W_
.
C.M�
I smooth
ELEV.
I
Proposed 15'CMPCuIvert(2yr)
0,82
O�82
0.3
GA
0.5
0.5
�0.88
0.88
0.1
2�2
-1.2
''I',-,,,
0A
5,45
�VA
Inlet Controlled (4-0�T)
Propo6edl6'CMPCuIve(t(110yr]
1.09
1.09
0.4
0.5
--
0.6j
0.5
0.88
0.88
0A
2.2
-1.2
0.6
5.93
NIA
Irile(ControllQ005)
Project Gleornere, Section K2C
Plan SheetNo,
Designer AML, PE
Sheet- of
Culvert 9-14
Rev, Date
-
Date 3110115
1
STATION:
AHW Controls
HYDROLOGICAL DATA
DA= QAl ac. I
100 yr. Flood plain elev.
- -
Design AHIN depth- elev�
� - - -----------------
Structures elev. keg. TWelev.
=
Culvertill:14: Cw -0.51, Tc-7.0 min., 12.47 ifl/hr, 110-6.3 in/hr
=
-
- -
Shoulder =
- -
elev. 359.63 � -
-
elev� 35113
1___1 -
-
//�'����' �
Skew 0 Cover IL
-------- __ DISCHARGES IUSED
RISK ASSESSMENT I
ADT
0 2 = 0.98 CFS
Detours Available - Length
0 -76-= _Ta�CFS
Over5opping Stage
""'VP ____7
Q = ul's
Flood Plain Management
Inv. EL 357.85 So= 6.65% ItIv. a. 356.52
0 _= -CF$
Criteria and S�rrillcant ImpacF_
Orig. Or, Elev. L= _717- Org, Or. ETe_y.
0 -= - CFS
- I . ..
HEADWATER COM PUTAT IONS
CONT.
OUILET
End
-----------------
INLET Cow.
OUTLET CONT ROL
-
CULVERT TYPE a SIZE
Q
I
Q/B
Hyl.
VELOCITY
COMMENTS
ELEV.
Treat
--RW/D-7HW
Ke
do
I (dr,+D)121
ho
H
I L�7o
HW
C.M.
I Smooth
Proposed 15'CMPCulvert(2 yr)
0.98
0.98
_ 0.4
1 0.5
0.5
0.5
I 0,88
� 0,88
0.1
1 13
1 44
0,5
4.82
1
. ITA
Inlet Contmiled (03) -
Proposed 15'CMPCulveft(10yf
1.32
1.32
0.5
1 0.6
1 0.5
0.5
1 0.88
1 0.88
� 0.1
1 1.3
1 -0.4
O�6
6.26
1
1 NIA
linlelControllefl*05)
Project Glefunore, Seclion K2C
Plan 8heetNo.
Cesigner-AML, PE
Sheet- of
Culvert #_f5_
Rev� Dale
Date 3110115
- I
.
STATIQN�
HYDRO LOGICAL DATA
AHW Controls
D.A= 032 ac. I
1OU yr. Flood plain-
elev.
Design ARW depth-
-
elev.
.
Structures - -- ---- -- -- -
elev. keg. T'Nefev.
�
Culvert#15� Cw - 0.51, Tc- 7.0 min., 12-4.7 irVhr,
110 -6.3 irVhr
=
- =
Shoulder
-
eley. 362.11
-
=
1
� I---
- -
. elev. 351-87
,
DISCHARGES USED
IRISKASSESSMENT I AL) I
Skew
I Cover , --, 1�1
Q 2 = 1.73 CFS
Detours Available
_
Length
-
.1
Q -7-= __Y.3T_CF8
Overtopping Stage
__�
,--T
Q _z _CIFS
Flood Plain Management
Inv, EL 350.33
So= 4.35% Inv, El. 349,46
Q _- _CF8
Criteria and $ignilluantImpact
Ortg. at. Elev.
L= -2U- Orig. Or. ET�v_.
0 _= _CFS
I HEADWATER COMPUTATIONS _
CONT.
OUTLET
'
End
CULVERT TYPE & SIZE
Q
QiB
INLET CONT.
OUTLET CONTROL
HtiV.
I
VELOCITY
��`�
Treat
COMMENTS
---- H"__r__RW__
___&___
___diF1__(KZj)�
--- ho
H ----
1--UF
71W
_Cv-�Sln000
ELEV.
Proposed 16"CMPCulved(2yr)
1.73
I I
1�73 i
0,6
Q.8
0.6
'
0�5
1 0.88
0.88
01
0.9
0.1
0�8
i
4.87 �
WA
Intel Controlled (48�)
Proposed I a' CMP C Iveft (10 yri
2.31
2,31
0.8
1.0
0,5
O�6
0^3
0.93
0.1
0.9
0.2
1�0
5.27
I
'
NA
Inlet Coflirelled (�I.V)
Project Glerimaie, Section K2C
Plan SheetNo.
Desigiter AM L, PE
Sheet- of
Culvert #16
I
Rev. Date
Date 3110115
-
STATION:
HYDROLOGICAL DATA
AHW Controls
D,.k= 1.01 ac. . I
100 yr. Flood plain
eley.
Design AHW depth
-
elev.
Structures ___
eley. leg. TWefev.
=
Cuivea#1.6: Cw-0.51,"rc-8.Q min., Q-4.51n1hr,
110-6.0inilhr
- -
,-
- =
Shoulder
elov. 345.78
-
1 -
�_�
- -
CL eleV. 345,25
DISCHARGES USED
RISKASSESSMENT 'I
/'__��
'
;
�_'
ADT
Skew
0 cover L "I-,
Detours Available
0 --TO'-= 107-CIFS
Overtopping Stage
-Length
a _= _CF5
Flood gain Managerfi-ent-
- -
Inv. El. 34197
So= 6,20% Inv. 0. 342.93
Q _= _CFS
Criteria and Significant Impact
Orig. Or. Elev.
___
L= 219- Orig. Or. Elev.
Q _-_ _CF3
I
-
�
- - -
T_ HEADWATER
COMPUTATIONS -_ -
-
CONT.
OUTLET
-
CULVERT TYPE & SIZE
Q
QJB
.
VE
End
Treat
I
COMMENTS
FI-NLETCONT.
I OUTLET CONTROL
HWID
HW
I Kle
do
I (dc+U))2
ho
H
I ILS6
HW
C-M I
1 81flow
ELEV,
1 -
. roposedl5*CMPCuIvert(2y()
232
2.32
1 0,8
1.0
0.5
0,6
0.93
0.93
O',
F10
0.0
1�0
5,63
N/A
Intel Coil Volled (+I.V)
1Pr0posedI5"CMPCuIvert(lQyf1
3�09
1 3.09
1 0.9
1.1
0.5
0.6
0.93
0.93
0.1 I
1.0
--
0.0 I
1. I
f ---
I .'�
_."ontrolled(A.1)
Project Glenmore, Section K2C
Plan Sheet No�
Designer AML, PE
Sheet- of
Culvert #1 7
Rev. Date
Date 3110115
1
AHW Controls
STATION:
-
HYDROLOGICAL DATA:
D.A= 1.19 ac. I
100yr, Flood pfain-
ellay.-
DesignMWdepth-
,
elev.
Structures
-
elev. keg. TWeiev.
=
Culvert #17: Cw - 0,61, Te - 8.0 min., 12 - 4.5 !n1hr,
110 - 6.0 in1hr
=
-
- -
Shoulder
-
efev. 342
- -
I
"�
"����
-
- elev. 34117-
-
1-1
DISCHARGES USED
RISKASSESSMENT I
Aul
z; Skew
0 Coy,, I
Detours Available
-
Length
�
-
Q fV= _16-4- C F S
Overtopping Stage
____1"
Q _= _CF3
Flood Plain Management
Inv. El. 340,45
__---y
So= 2.60% Inv. Ef. 339�95
Q _= _CFS
Criteria and SignilcantImpaff-
_____
Oflg_ Or. EliFT-
L= _" IV- Orig, Or, . -
Q ---= --CFS
I
-
I -
__ -
I HEADWATER COMPUTATIONS
CONT,
OUTLET
End
I INLET CONT.
OUTLET CONTROL
CULVERT TYPE & SIZE
Q
QJB
HIA
VELOCITY
'-ETA.
Treat
COMMENTS
[--Ti �iOHW�'
_dc
(dc+D)12
*Fo-
-H
-ES-o
FRIF
ELEV.
[ srnooiF
11
Proposed 15' CMP Culvert (2 yr)
2.73
2.73
0.8
1.0
0.5
0.6
0.93
0.93
0.1
O�5
O�5
1.0
4,5
ITA
InletCon Iled(flAY)
Pr oposed 15* CM P Culvert (I 0 yri
3.64
164
0.9
1.1 \
0.5 I
0.7
, 0.98
I 0.98
0.1
I 015
0.6
1.1
4.81
ITA
Inlet Controlled (il.lj
ProjectGenmore, Section K2C
Plan Sheet No.
Designer AM L,PE
it- of
Culvert #18
Rev. DaIe
-
Date 3110115
AHW Controls
STATION:
HYDROLOGICa DATA
D.A.= 1,34 ac. I
I 00 yr. F food plain
eley.
DesignAHWdepth
elev. .
Structures
eley. _ keg. Tweley.
=
Culvert # 18: Cw - 0.53, Tc -9.0 min., 12 - 4.3 in/hr, 110 - 5,8 ifVhr
-
- -
- -
Shoulder
-
elev. -340.67
-
z
1
11-1
�
Z�:S�k,w
- -
. elov. 340,5
' "
� ��
�
-
�-C,�Ie, �-'
DISCHARGES USED
R KASSESSMENT I ADT
Detours Available
-
Length
Q -TO'-= -Tr2_CFS
Overtopping stage
-
1___*7
0 --- _CFS
Flood Plain blanagerrient
Inv. El. 339.15
So= 2,00% lnv� El. 338.75
Q _= _CFS
Criteria and Sivjn1canthpact
Orig, Or. Elev.
Lz -10-- Orig. Or. El-ey.
Q _= _CFS
I ___
I
-
I
I HEADWATER COMPUTATIONS
CONT.
I OUTLET
I rid
F_NLET CONT.
I
OUTLET CONTROL
CULVERT TYPE & SIZE
Q
Oib
HX
I VELOCITY
I
COMMENTS
I
ELEV
TE
I reat.
I Hw/D
I mv
I Ke
I do I
(dc+D)/2
ho
H
LSo
HIN
I C.M.
I smooth
Proposed 15" CMP Culvert (2 yr)
3.05
3.05
1 0.9
1,11
0.5
0.7
0,98
0.98
.
0A
0.4
0.7
1.1
I
4.24 ii
NIA
11rdetControlled(*11)
Proposed 15"CMP Culvert (10 yr)
4.12
1 4.12
1 1.0
1.3
0.5
0 -1
0 PA
0.98
0.1
0.4
0.7
,
11
�
�
IIA
lInletContelled(A.3)
Project Gleninore, Seclon K2C
Plan Sheet No�
Designer MAL, PE
Sheet- of
Culvert #19
Rev. Date
Date 31101`15
I
AHW Controls
STATION:
-
HYDROLOGICAL DATA:
D.A= 0,76 ac. I
100 yr. Flood plain
elevr�_
Design AHW depth
elev.
Sitinirlures
. elev. fteq. TWe',ev.
=
Culvert #19: Cw - 0,54, Tc - 9.0 min., 12 - 4.3 im/hr,
110 - U ifvhr
- - -
-
-
_= -
-
Shoulder
�
efev. 38i.92
- -
I
I
2���
-
_. elev. .3181�23
DISCHARGES USED
RISKASSESSMCNT I
ADT
Detours Available
Of -'TF-= -9.J,T-CFS
Overtopping stage
,
-Length 1
-' "'�����
Q I z CFS
Flood Me 'In Manage ment
Inv. Er
378.37
Q _= _CF8
Criteria and Significant Impadt-
Orig. Or. ElFv_.
-
L= TT_ Otig. Or. 81ev.
Q _-_ _CFS
I
HEADWATER
COMPUTATIONS
CONT.
__ I --- I..
OUTLET
CULVERT TYPE & SIZE
Q
QJB
Hw.
VELOCITY
End
COMMENTS
I
I
- -_
T CONTROL
�
E L EV.
lrn�at
I HWID
I HW
Ke
dc
I (dc+D)i2
ho
H
LSo
I HW
_�._Ml
Smooth
Proposed I 5' CMP Culvert (2 yr)
1.76
1,76
O�6
O,a
0.5
0.5
0.88
0.88
0.1
2,0
-1,0
0.8
6,58
N/A
Inlet Controlled (46)
Proposed 16'CMPCuIveft(10 yr'�
2,38
2,38
�
0.7
, 0,9
O�5
0.6
0.88
0,88
0.1
2.0.
.1.0
1 ,0,9 ,
7A7
WA
Inlet Controlled (02) , . I -
Project Glenmore, Section =
Plan Sheet No.
Designer AML, PE
Sheet- of
Culvert 06
Rev, Date
Date _V1_01i5
- I
AHIN Controls
STATION:
HYDROLOGICALDATA
.
D.A.= 0,66 ac. I
100 yr. Flood plain
elev.- ,
Design AHW depth-
elev.
Structures
eley. freq. "T'Nelev.
=
Culveft#20: Cw- 0.52, Tc-9.0 min., 2 -43iinffhr, 110- 5.8in/hr
- -
, =
-
-_ -_
Shoulder
-
elev, 394.31
-
1 =
�
. eley. .393.53
�'
.
Z����
-
06CHA CES USED
RISKASSESSMENT I
ACT
Skew ,
I
Q 2 = 1.48 CFS
- Length
Delou(sAvallablia
�
Q -TO-= -T-99-CFS
Overtopping Stage I
_� 11 I
___1*7
Q --- _CF3
Flood Plain Management
Inv. a 392�65
So= 10�00% Inv. El. 390.55
Q = CFS
-
Criteria and SignilicaritImpacl-
Orig� Or., Elev.
-
L= 7� Orig. Gir, 5155y.
Q _= __CFS
� . __ -
I ____
--- ---
HEADWATER COMPUTATIONS
CONT.
CONT,
OUTLET
C, ULVERT TYPE& SIZJEIQ
I
QJB
WN,
� VELOCITY
End
Tf-al.
'
COMMENTS
VLff
[ OUTLET CONTROL
.
HWJD
I HW
I Ke,
I do
I
-
_C6oF_1f_h_
_CM_FT[noQIh
ELEV.
Proposed l5'CMPCuIverl(2 yr)
1,48
1.48
0.5�
0.6
0.6i
, 0.5
0.88
0.88
0.1
2.0
-1.0
0.6
6.27
NiA
Intel Cordiolled (461
1 Proposed W CM P Culvert (1 0 yr)
1 . 991
t99
0.7
0.9
1 0,5i
0.5
0.88
O�88
0.1
2.0
A,0
O�9
6.83
-
N/A
k1I6IC0[1UqIledf40,9J
Project Glenmore, Section K2C
Plan Sheiatl,lo.
Designer MAL, ME
I
Sheet of
Culvert #21
Rev. Date
.
Date 4/20fl 5
- -
1
-
-
AHWControls
.
STATION: -
KYUROLOGICAL OATk " _
D,A�= 0.16 ac, I
100 yr. Flood plain
elev,
Design AHW depth
elev.
-
Structures I
eiev. � keg. TWelev,
=
Culvert #21: Cw - 0,63, Tc - 6.5 min., 12 - 4.8 i!rVhr,
110 - 6A in/hr
-
=
-
- -
Shoulder
-
elay. 401.99
- -
1
�
- -
". a 11 102 V1. 4410111115
_���_�
1�
DISCHARGES USED
RISK ASS5SSM ENT I
ADIr
Skew
", " ,
, Cc",
Cover X
Detours Available
Length
_
-
Q f6_ = __T6TCF3
Overtopping Stage
-----V-
---IV
Q _= _CF3
Flood Plain Mauge6e_nt
Inv. El. 400.23
So= 5.00% Inv. El. 399.23
0 _= _CFS
Criteria arid Signilicantimpact
OriIl. Or. Efev.
L= __2T_ Offg� Or. 51ev�
Q _= _CFS
.
-
�
HEADWATER
COMPUTATIONS
CONTI
OUTLET
T
CULVERT TYPE & 82E
Q
I
Q/B
HIM
VELOCITY
I . Y
[C" �Smo'th
End
COMMENTS
INLET CONT.
I OUTLET CONTROL
ELEV.
Twiat
HWID" J''HW'I'
Ke 11
do
I (dc+D)j2
ho I
H I
LSo
I HW'
Proposed 15'CM P Lulye�_(2 yr)
0-41
OAl
0.1
0.1
O�5
O�6
0,93
0.93
1 0.1
I 1.0
I 0,0
01
1 3.37
NIA
IriletCon4olled(+0.6)
Iproposed 15' ", (' ff ",
'M , """
O."
0.54
0.1
01
0.5
I
1 0.6
0.93
I
, 0.93
0.1
I 1.0
I 0,0
0A
3.66
-
1 N)A
I Inlet Controlled (441
Project Glenmore, Section K2C
Plan Sheet No,
Designer AAlL, PE
______
Sheet of
Culvert
Rev, ata
-
Date T10115
T_
3 TAT [ON:
HYDROLOGICAL DATA
AHIN Controls
D.A.= 0.23 ac. --- 1__'1_1_
I
100 yr. Flood plain
-
elev.
Design AHVV depth
-
elev.
-
81ructures
elev. keg. T'Netev.
=
Culvert #22: Cw - 0.55, Tc - 7.0 min., 12 - 4.7 in1hr, 110 - 6.3 !rVhr
-
=
-
- -
Shoulder
= -
elev. 418
- - -
1
'__1
- -
CLetev. 417.9
1
- _�_7
- ==::_r==zE�Ei�"'
DISC14ARGES USED
RISKASSESSMENT I
/
I,--,
Pill
SO-
/ - kew
0
Cover 11 ::�'
- Length
Detours Available
______
Q -TG-= _0.�_CFS
_= -
Overtopping Stage
_____
�7__v
Q CF3
Flood Pain Managem_e_nF_
Inv, EL 415,71
So= 1Z% lnv� El. 41 5LO
Q - z _CFS
Criteria and Significant Impact
Orig. Or. Eli
Lz --IT- Ofig, Gir, 'Elev.
0 _= _CFS
I
I
. HEADWATER COMPUTATIONS
CONT.
I OUTLET
CULVERT TYPE & SIZE
0
OJB
INLET CONT,
I OUTLET CONTROL
HA
I VELOCITY
End
COMMENTS
.
HINID
HW
Ke
do
(dr,4D)12
ho
11 -----------
H
I.So
HN
ELEV.
rG:M_.F_Smootfi
Treat
Proposed 15'CMP Culvert (2 yr)
0.59
049
Q'I
0A
0.5
O�5
0.68
0.88
0A
0.2
0.f)
0.8
1 2,16
1
NIA
OutietCordrolled(-0.81
_
Proposed 15'CMP Culvert (10 yr
0.8
0.8
0.1
0.1
0.5
0.5
0.88
0.88
0.1
0,2
0.8
i 1
0.8 �
2.15
NIA
OugatControifed(fo.81 I
Project Glenmore, Section K2C
Plan Sheet No.
Designe(AML, PE
Sheet of
Culvert 923
Rev, Date
Da le 3110115
-_
1
.
-
Af fW Controls
STATION:
HYDROLOGICAL DATA
D,,k= 0,17ac� I
100 yr. Flood plain
elev,
-
DesignAHWdeph_
-
elev.
Structures
stay. keg. TWeley.
=
Culvert #23; Cw - 0.54, Tc - 6.5 min., 12 - 4.8 in/hr, 110 - 6.4 irVhr
=
-
- -
Shoulder
=
elov, 416.62
z
1
.
-
CL eley. 418A4
DISCHARGES USED
RISKASSESSMENT I
ADT
0 2 = 0.44 CF8
Detours Available - Length
Q -7-= -T39-CFS
Overtopping Stage
.
_____r_
7
Q _= _CFS
F food Plain Management -
loy. EL 4*26
So= 1.55% hiv. El. ___1
416.95
Q - � _CF8
-
Criteria arid S�nilicant InipaCt
Crig. Or. FJiFv-.
L= -2U- Orig. Or. Elev.
Q - - -CFS
t
I
HEADWATER COM PUTATIONS
CONT.
OUTLET
CULVERT TYPE &SIZE
Q
QB
End
COMMENTS
INL I
I
ELEV.
tea
H00
I HW`
Ke
do
I (dC+D)/2
ho
H
LSo
I HVI
C.M.
Smooth
Proposed 15'CMP Culvert (2 yr)
0.44
OA4
0,5
0.5
I 0.88
ua
-_
0.1
07303
0.1
2.28
NIA
InlekCaritiolledi+03)
Proposed l5*CMPCuhie(t(10 yr,
0.59
0.59
0.5
0.88
0'i
03
FO7
0.7
2.48
_-,
N/A
- I
,Inlet CiAilrolleiil (47') -
Project Gfianmore, Section K20
Plan Sheet No,
Designer AML, PE
of- of
Culvert #24
Rev. Date
-
Date 3110115
AHW Controls
__________
STATION:
HYDROLOGICAL DATA
DA= 0.10ac. i
100yr. Flood plain-
elev.-
Design AHNdepth-
elev.
Structures
elev,
keg. TWelev,
=
Culvert #24: Cw - 0.53, Tc - 6.5 min-12 - 4.8 iOr, 110 - 6.4 in1hr
-
=
- =
Shoulder
-
elev. 403.25
=
1
-
-
AP 403.2
. f, 'v.
___r_���___'
'I-,
_______ff8CHMOES`USED
RISKA35E33MENT I
ADT
Skew
0
Cover IL �__'
Detours Available Length
Q -TT-= -FR-CFS
Overtopping stage -
__ ____
'77f
a = ul'u
Flood Plain Mallagement
Inv, Ek 401.75
So=
hy. El. 401,GU
-
Of z - CFS
Criteria arid Significant linpact
Orig. Gr. Eliv-,
L=
-3,75%
0- Orig. Or. Elev.
Q -z - CF$
'
I
HEADWATER COMPUTATIONS
CONT.
I OUTLET
CULVERT TYPE & SIZE
Q
I
Q/8
H'&
VELOCITY
En
COMMENTS
INLET CONT.
-
I OUTLET CONTROL
-
ELEV. �
Treat
HWID
[ HW
Ke
do
(dc+D)/2
I ho
H
LSo
I HW
C�M.
I Smooth
Prcposedl5'CMPCuIvreft(2yr)
OF25
0.25
0A
OA
0,5
O�5
:T0880',8888
-
0.1
0.8
0.2
0.2
1 2,63
NIA.
lriliatContiolled(+021
Ffoposed I6'CMPCuIyert(10 yr]
0.34
, 0.34
, 0.1
0,11
I 0.5
0�5
0.88
0
0.1
0.8
0.2
, 0.2
�2 88
NIA
,IriletConUolled (+021 1
Project Glenmore, Section K2C
Plan Sheet No.
Designer AM L, PE
of
Culvert 06 - ----------
.---
Rev� Date
Da I, 3110115
-
AHN controls
STATION:
HYDROLOGICAL DATA-
D.A.= 0.23 ac. I
100 yr. Flood plain
elev.
-
DesignAHt/deph-
__ -
elev.
Structures
elev. keg. TWelev.
=
Culvert #25: Cw - 0.55, TO - 7.0 min., 12 - 4.7 irVhr,
110 - 6.3 !rVhr
- - -
-
- =
-
Shoulder
-
elev. 396.6
-
=
I
__1 _� �, r-!�Z�'
/
11 , Skew
-
. elev. 395�17_
T��� "
0 Cover 11 �'
* ........................
DISCHARGES USED
Q 2 = 0.69 CF8
Of -TT- = -70T.-CFS
NSKASSESSMEYL_J I
Detours Available ADT - Length
-
Overtopping Stage
0 _= _CFS
Of = _CFS
Q -z -CF8
Flood Plain Maniger5e-fil-
C61eria and S�nificant Inipact
-
Inv. EL 394
Orig. Or. E0v_.
I
��
8o= 5.50% Inv. EL 392.90
L= 72IJ_ Orlig. Gr; Eley.
-
CULVERT TYPE& SIZE
Q
.
Qt8
HEADWATER COMPUTATIONS
CONT.
HA
ELEV.
OUTLET
VELOCITY
End
Treat.
COMMENT$
I
INLET NT,
I OUTLET CONTROL
HWIO
I HW
Ke
do
(:dc+D)i2
ho
I H
I LSo
I HVII
Prcposed45'CMPCuIyeft(2yr)
0.59
0.59
0,5
0.5
0.88
0,88 i
0�1 �
1,1
�0.1
0.1
3.88
N/A
Inlet Controlled (+O. 1)
Proposed 16* CMP Culvert (10 yr]
0.8
03
O�5
0.5
0.88
0.88
0.1
1.1
-0.1
0A
4.24
WA
lilletControiled (41)
Project Geninore,,Section K2C
Plan Sheet No.
Designer AML, PE
at- of
Culvert #26
Rev, Date
1 Date 3110115
AHW Controls
STATION:
-
H=OLOGICAL DATA �
I
D,k= 0.33 ac.
100 yr. Flood plain
elev.
-
Design AHW depth
__
elev,
Structures
elev. - keg. TWelev.
=
Culvert #26: Cw - 0,58, Tc - 7.5 min., 12 - 4.6 Whir, 110 - 6.2 in/hr
=
-
-
Shoulder
- .
=
elev. 389.5
- -
1
----_
Z� �Sk,w
- -
CL elev. 389�29
-
�-Co,,, ��L��
91SCHARGES USED __
RISKAS�ESSMENT I ADT
-
Detours Available Length
Q -TO-= -77F-cFs
Overtopping stage
1
Q _= -CF$
Flood Plain Management
____�'
Inv. EL 388
____V
So= 3.50% Inv. El. 3137�n
Q _= - CFS
___
Criteria and Significant Impact
Orig. Or. Eliy_.
Lz --2U- 009. Or, 5ley.
Q - GFS,
I I
.
HEADWATER COMPUTATIONS
- CONT.
OUTLET
CULVERT TYPE& SIZE
. Q
Q/8
HYI,
VELOCITY
End
COMMENTS
INLET CON r.
-TWI-D -F _HW
OUTLET CONTROL
-
-'LEV.
Tieat
Kie -
do
(dc+D)/2
ho
H
I LSo.
I -��W-
G.M.
Smooth
Proposed 15"CMP Culvert (2 yr)
0,88
0.88
:;,
0.5
0.6
G38
0.88
0A
0.7
0.3
0.3
332
NiA
InletConvolled (+031
Pfoposodl5'CMPCuIveit(l0yr]
1.19
1,19
0.,T00�11
1 0.5
0.5
038
0.88
0.1
0.1
I .... 0.3
0.3
1 4.05
,
N/A
IfflletConlrolled (*0-31 1
ProjectGlenmofe, Section K2C
Plan Sheet No.
Designer ANIL, ME
Sheet- of
I
Culvert f2_7
Rev. Dale
Da'w '3nollb
-
�
AHW Controls
STATION: ... . .....
HYE)ROLOGICX DATA
D.A.= 0.83 ac, I
100 yr. Flood plain
elev.
-
Design AHW depth
eley.
-
Structures
eley.
___ - keg. TWeley.
=
Culvert #27: Cw - 0.54, To - 9.0 min., 12 - 4.3 in/hr, 110 - 5.8 in/hr
-
=
-
-
Shoulder
- =
elev. 369.81
1
11
-
__1
-
- elev. 369.51-
DtSCHARGMSE07--
RISKASSESSME=
I
AUI
Q 2 = 1.93 OF$
-
Detours Available Length
Q -TO-= -TIT-CFS
Overtopping Stage I
__�:�
Q = Uu
Flood Plain Management
Inv. El. 368.3
So=
10.25% Inv, El. 366.25
1
Q --- _CFS
� � 1
Criteria and Signilicant Inipact
Orig. Or. EfiFv-.
L=
- 2ff- Ofig. Or, l5lev.
a _= -CFS
I
I
HEADWATER COM PUTATIC)NS
CONT.
OUTLET
CULVERT TYPE & SIZE
Q
QID
HN'
VELOCIT Y
En
COMMENTS
INLET CONT.
I
-
OUTLET CQNT ROL
� �
TfeaL
. �
Propsedl5'CMPCuIver1(2yr)
1.93
1.93
__
0.6
0.8
0�5
0.88
0.1
2.1
-1.1
0.8
6,83
WA
lriletContialled(40.8)
Pfoposedl5*CMPCuIvert[l0yrJ
2.6
2,6
1 0.8
1.0
0.5
0.93
0.1
2.1
I I
1 -1.0
I 1�0
7.43
NiiA
lnIetControl1ed(+I,0')
-
Project Glerimore, Seclon K2C
. I Plan Sheet No.
Designer AML, ME
Sheet of
Culvert #28
Rev. Da'Le
Dab 4120116 :
-
STATION:
AHW Controls
HYDROLOGICAL DATA
DA= 4.19 ac. i I
100 yr. Flood plain elev.-
Design AHVV depth Olev.
-
structures eley, !req. TWeley.
z
�
Culvert #28: CW - 0.34, TO -13.0 min., 12 - 3.7 irVhr, 110 - 5.1 1n1hr
=
-
- -
Shoulder
__
eley. 345.75 1 -
-
I �_' _. elev. 345.7
I
F:7_��
:'_"�'
=Skall
DOCHAWES USED
RIS KA00=11AMNI I -
AV I
,1 Cover
Q 2 = 50 CFS
_ Length
Detours Available
Q -TO-= __T27_CFS
-
Overtopping Stage
____" I
Q = US
I
Flood Plain, Management
,---,r
Inv. El. 343 SO= 8.22% Inv. El. 340.00
Q _= _CFS
Criteria and SignifiGantim pad
Oriq� Or. EliT_ L= 73515- 06g. Or. Elev.
a -= -(;FS
____ ---
I
_
I
HEADWATER COMPUTATIONS
CONT.
OUTLET
CULVERT TYPE & SIZE
0
OIB
HIN,
VELOCITY
�
End
COMMENTS
INLET C,ONT,
OUTLET CONTROL
'
-
I
ELEX
Treat.
HW@
I HW
Ke
do I
(dc+D)12
ho
I H I
LSo
HIN
-
C11, I
Smooth
Proposed 24'RCPCuIvert(2yr)
5.27
6.27
0.6
1,2
0.5
0,8
1.40
1.40
0.1
3.0
-1.5
1.2
$.69
NIA
lnietCcntm]IW(+1.2),Outelp(otecdon(dprop)fequired
1
lProposed 24'RCP Culvert (10 yr)l
7,27
7.27
0,7
1A
, 0.6
0.9
1.45
1.45
0.1
3.0
-1.6
1.4
9.59
NIA
linietCoomlied(ti.4),OuUetpioWc6on(dprap)tequirW
0
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TH o
#S(Cn,T'l),R. COLLINS�Z
No. 35791
CoUiITY 0JF ALDEMA."E
Departinent -of Community Developinwit
401 imcillfir"e Roati, North Wing
chailottesy,ille, Virginia 22901.A596
Phoue (4341)'296-1932 Fax (434) 972-4012
Original Proffer �X—
Amended Proger
P . RO FTER, FO"l
Date: _November 14.2007
December.19, 2007
Glenmore Associates Limited Partnership
Z)vfA # 2006`616
.c/o Michael Barnes
Po Box 5207
45
.Charlottesville, Va'229.06
and portions oflax. 1194 Parcels 115, 16, 16A.
RE: ZM'A2006'.00016 6lentbore, Section K2, Leake Prop0t,y
Dear Mr. Barnes-
11.13 Aae3 to be rezoned frorA PR211CA to PRQ_
The Board of 8upervisors appfoved your-rezonlng application for ZMA206-00II6 on November
U, 2007.. Yclur,rezoning ftom RA - Rural Area zoning district to PRD � Planned Residential
lounty Board. of Supervis,Drs a(,;ts to
Tht., owner hereby vol tarily proftors that'if the Albemarle C
District - residential was approved In accordance, with the attilchdd proffers signed
November,13, 2007 and dated Ncivernber 14, 2007 and th6Ap lication Plan
p 'dated November
rezone 6e Pro perty � fy orn the� RA to �the FRD zoning district, as ieqi�ested. the, O��er shall
OQU L ehfS for any future 6pplie
K 2007. Please refertd�thbsed I'll Eiiions and. r6quests.on this
cord with thP kllawi g profferej de;ytlopmont. conditions (wh, a
develop the Property in ac I in
property.
"Proffer," and. 0'11661vtly� the "j?roffers'% which the 0,,wiler,aoknowledgea are YeA50nablel
pursuant to �Secti6a,15.2-2303:4 the Code of Virgirlia, 050, as' amended,- and pursuant'to
The Board�s action also reiulted iniapproval of the requested critical slopes waiver.
Sei�fion 33 . 3 of the Alb -,-triirle Count Zonha,- 0iidinance., If rczoning application ZIAA 2006.
015 is Unied, these proffers shall ii.ntnediatelybe inull. and voidand ofno fotcearld effoot.
A private street request and waivers to curb� gutter, and planting stdp requirements were
approved 1;ly the Pianning.Commission at'their August 21, 2OQ7 rrieetlh�. The,'Planning
`ZhjQ� Profter -Smiement'shall relate to ft�Applieation Plan entitled I'Nlaster Plarl"Glexuriore 't
Oommisslon also,�pproved a waiver to' provide sidewalks on all streets except on Farrih9d'on
du I led NqvCm��'2, 199 ` aad,pfeparCd�by Clo-wer A3'3.veiate�, Inc., the.ApOlIcation P141"I emdtled
Road, and Carroll Creek Road. For FarringdQn and Carroll Creed Roads, a `pav6d path on one
-
-0),
pfn ent Atiplid4tion"Plan for ZMA 99-016, datedAptil 12,
side of the stre�tqrily' was abprov6d, The Board, of Su ervlsors. approved the location of the
I entitled, "Qletuiwr(� Seotion K-2", dated June, .1 5,-2007,16t
2000 and more spmflcallY the� P ail
paths on the Application Plan dated November 14, 2007.
2007,aad pIetiared by Rciudabus,hj� Oalo,,aad Asso S, Inc,
Please, be advJsed.that although the Albemarle County Board of Supervisors took action
on the project noted above, no -uses on the property �s,app'roved above.may lawfully
i those uses allOyed by right under
1,he7dtyCl9pmeat qf the Property Shall be,fimiied 'to
begin until all appi I icable approvals have been recel ved and conditions have been met.
;ection 19.3,1 (8), (9), (10),and (I J)ancl tbose uses allowed by special
this Includes.-
useperinlittinder5eotion 193.2(2)i (4),(8)i of the Zoning Ordirwace of
Albemarle Couaty,Virginia (hereinafter m-fern'd to as the "Zoning Ordinailco" and the
compliance with. applicable PROFFERS and APKICATION KAN;
tior�s are
"County'.') as those Se(� in effec6ba Ndveitiber 14 2007, copies of widdh are
approval of. and compliance with a SITE PLAN and/or SUODWISIQN. PLAT; and
ata(;hed hereto. The residential developmeat on the Property shall Ill t exceed onp,-
approval of a ZONING COMPLIANCE CLEARANCE.
hundred ton (1.10), 5ingi ts. Of ffie�6e-h='Wred,ton (110) singleTamily
0 farally un! L '01
dwelling Units seveaty:�Six.(76) Single f4raJI dwC11irily 4aits are in addition to, and not
Y ; P -
If you have questions or comments regarding.the above -noted action, please do not hesitate to
(,ounted its part'of, the eight hundred thirfe,ea (813) uDitslauthorizea in Olenmore PRD by
contact Sherri Proctor at 296-5832.
-
VAA 99 6; thirty4b6r (14). siagle farn0y dwelling 1 nits are counted as part of the the
-01
ht hundred thirtt on - (8 13) units aut ho, fi�td in 'Glenmort� PRD by ZMA 99 rQ 16,
$irlcerely,
2. .1�i order to establish a futilre P'ilblic greenwdy-trail �for, the, County 41ong the'Edivanna
Wa
one'(1) year v,fter th6 date of approval! of Z -2006-1016, th QY ��h4
within, IAA MeT
V. l/Vayne/011iml:lerg
I ,
Director of Planning
1
Tex Weaver
Chuck Proctor (VDQT)'
Steve AlshoUse
Sherri Proctor
sar - ah Baldwin
Bruce Woodzell (Real Estate)
Proffers binder (if applicable)
File
dedid-aie,ln--k simple to the;`C90,44, �fo lus than 43.45 acres4n greetivihy
pubfic use, no
area,,�:iis shiiWnon Attaohinerit Aj 6iiijiledicnerimore GrueniWay-Trail,Final Exibibiti."
prepar�d by-4 Roudabush, Inc- and dated June. IS,-2001 -(the
�d 11 ed
creasse as MtitU4 Y' 4gier7
nwaX.Traj Area).'�
-6i.brlginally jritended to'bd
the Owner"and the County a I d o
�rid:ind u es,the greellwayat
ude Writ td
inol ala.,the greerlw-q,purs .-pro 6 V K797'. (such proffer
746) wid146 Wdhi ta c P,�!
ritifiedas pr9ffer no, 6oVWMA 9
ri"imUi 14,98 acres pro0eie"d r, r Uant t, us zMA 2.006416.
-Pu s 0
th
ri todedication.of '49�,enway'rrailkeato�
X, Pi 6f,
onstructed, or erecte�d wfihin�tha Orepaway Trail Area without the consent of
-�tbc 'County and it Shall 4�,'Q�Jidr.wiso pxeserved in its- natural state except for:
�.esthblishlng pedestrian arid riding. trails an
not limited toi the clearing-diflu'derbrush, removal of dead trees arid. shrubs., and
cle all -up Of tbe�river.
13, Ir - 1prJodedic4tion of the,'Greepway Ttail Area.to th.e.'County, the.Owner, may;
ts to'
GreenWay Ti4' Asea utility �a Qas-CM611
,gr at- aqross t'ho the
--Rivanxia Fiver for re d� �Q
Si ,4t f.%runoro and mQinbers.and guests of the
-i4ay build riding tfa�ls or, MAC -$jrrular uses ofJ4
af�k�prbvWdlhat suoh:-WIlty,and aczCsseiseme#t4 atlovi the Count, Is
t 'be used as agreeaway, includina-the
the surface of the easeme'n, Eqq�a 0 . . , a
est6blishrae.nt of Sipsload&s and other access6rYj Oroveinents, a40 do,-not*�
0 1 then of
vl$e interfere wiffi.flip. o..uaty'3L fut-tire'.
greeAW0,
D ed'of0ift aa4 B"Pment,
Owner shaLdonvey-t4 'Greenway TMI Arei�-by, �P a pl�t dj�pi,
Ag r ement, The.,Deedshall.be aQoompauiedli '--' bdi
ot
Ok`�Chway Trail Area and: bl� in&4Ln�.ationth4t.th6"Qr�qjlWay!'�ro- 'e4lsl
'd Cd - itated for p'ubUq W;e,.sa - ) , i I edl: to provisions and reseryations coutained w.1-t-Wrl.
*Peed. 1fat the Oreonw# T t a
xA I Are is not'dedic,at ; ed,
-pAy the cQsls� QJ surveying
by aIi accompanying subdiv.bibn plat, the OwaerAku'
1h way e',
e0rein ' TrA, k aipreparing the sub&isiomp 4tor
4doeptable to Develop t4nd t4e-County.Attbnie.Yi
and preparing and ree6rdifiwth.e D6ed, and further provided that the :ism, a:
.f6r ii approved.by the Coubty.Attorney.
D, -Af(�r dedidMion, tht03keenway.'Frail Area shall -ondique to be counted a� I bpeil
for. the aiter P1 required deils!V,
4tat Improvement Projebts, 'the'Owner shall corlikib*
3. To offset public exp�nditure on
K� h
as fbrthepiqosds6f;
-funding Parks
'di Sh rib4t'bhr Shall
'ptlblio expert ture
-bep . d I Albemar . le C o unty P I xioi�t "o, -6e, issuance of a buildftig�parmit tak eachllqit'
4. To oro�id� caoital for Albemarle Couniyls,AffQtdable,4(�ising'Program, the bvvue'6,40,�
duiiribute two -thousand nine-htiadired fift-two dollam (S.2,952)1n cash for each
dwelUg4p, 'oil the Property to providt, capital for Atberrilaile",Qourity's Affordable,'
2
8 Per 0 ount-
Nousilg Program Th '' I t be aid t' Alb6h:t C v prior
to th� issuatice of a building ponnit,tor each 1.6t.
5. Begiii44ig:fanuaryli2OO8,.thFIamouatofQasil,cb fib *6 ed by Proffer- nu�mb er 3
shall be ad) u . sted annually Witil paid, to r4ect inly increase or'decrease for the Preceding
ra 8 tht4t�
calendar year iiithe�.Comparafive coitmultipliQr, kegional Q1(y4Y0. ge, 011
SwLft) (the "Index') or the, mostapplicable lylarihall &, Swift iladex
0 '�(.IdCgq led
dete,mitted by the Q unty if jyjaishajI & Swjft� ceases pubHW.iou �,fthe 1hi:16 f
tbe tidjWW1614, stirn less thadtW�
hejem. In no �oveat shall arly ca h contri ution ambilm
amount initiiilly established by t4as� proffers. The anutial adi-tistlaent shaU�be made by
0 pgoffercd cash contribution amoiint f6r die Pmue Ila
Multi lying th, di, yeaxb 'a f
y A&Itjon,
the numerator of which. shall,be the Index as of D�cernlief l'in the year preceding the
calendar yC:Ar mo�t recently ended, I mid the denominator of which shall, be the Index as of
December 1-id the preceding caleadar year� Forplaoll cash contribution that is being paid
in increments, the, unpdd ii1creracatal pay.inentu Shall be correspondingly adj usted each
year,
I 6i in order to provide''a'llighcr level of grosion:=,d Sediment Cgritrol.1 , Ilan is re.quired by-
curreut State and Local, regulation, the Owner shall 0:09p't Q*txucflo�k P*eduresT and
praotic,os t . hat limit the mount of disturW uea'and-provide enhanced px6tection�f6r
ar"asIbistotical prone to erosion., These.px66ed�res aa4radUM Shall.include"
e ly
A, Liihitco jru�6doa activity,such thitnot more thatt 30,aorcs of the project is
Its I � - , , ,
disturbed at any point disturbed areas
in time. For, th� purp6ses6f this prcffe�,:,
will be deteilnitted by t):iQ Pilogram,Authority based on the'acdv6 E&S plan with
adjustments t6.include additional areas of disturban-,6 and 6xclu& areas whele
permanout stabUization: hasbeen, instaAed.
B, ,-Utilizew fire ru inforced Si It fmca to coutiol r'uuo'9 frova b4dij��, colistiuctidu,
C. -Utilize permanentSee , d and:niatflitig to stabil4e alt Slopes' st�.ep�r than �H: IV,
D. Modifications,to the above maybe grant(,d.by'the,'Prowara'Authoxity due to
a PC dial cir�uwt4acesdufing teview 6f-th� EAS P1
-SignatiLre Pago Follows�-
5,
'ItLeE&WRLE C049)YTY,�,'ODO
"lUEAf,4J?1X.00VjVTY CODE
ALB4VAR,4,C COUNTY CO2),6
4LACk44RLE COUNTY CODE
1. 0,
-1941 RECREM10NAL AREA REQ NTS,
12111A PT.C. R I a
a
2. Fire Old resictio squad Stations (raf�orei e 5'9).
n�c
19,3 PWArir9D USES
Ste seatiou 4.16 for reaeation requirements �(Anomidid
ZONING
3, resi l'onle, rurSina home, coinv-ale'sc orpharniP or, similai. -Institution (reference.
ont -ionic,
19.6.3 lit the caso of any proposed PRD having a totat.gross area of not. less than Alulie. liundred (3,00)
S2 CTION J 9
liall be pormitted subjod to the require"nients and limitations �f this
acres iuud�ai board of
.
'lines
ordinance
III f, pen �ipacezlind recreation * e"Illabove
superviisors may waivo t e provision 0 common, Q.
PLAMNED RESIDEMIAL MVELO1�1yiJINT
and related tow e . r . s as or oil trawrills
4. El"tri,44]: ar substations,,transinissicin s,lQxL
required provided that not less than'thirty-five (35) percent of the gross ureft of sucli, proposed
lilies, i punip., , satioris 4nd ' Pppu�Wnauces', unnianno d 6 o�cllallg6
`��'
) Dettiolied slngfc�farnlly dwellings,
PF-1), shalf be dooted,scllely to Agriculture," Por purpo t-s of this seqtion only; the tvrm "devoted
Sections:
microwayo'laid radiq�wave railsq�is�` d rel t wer5' 46W(4tio' arid appurtonallIc'ei,
$Iotj�an ay -!IS
.
ic all be
3o'l&iy to itaricul(gro" slijall be d6ernod to include noiLlnAre than one dwelling unit, Whi It sh
.0
(refero.
u It as duplexes, triple
Saro!Atta6ied and attildied single-family dw4h%is a c
Included it, tile, dottrinination of titeM.
1NTI;tqT,-'WftERB PEPWITIz. D
quadruplexas, townhouse3, :atrium I ovises And PatiO houses. Pr ovidt:d that density: is
a
19.2 APPLICATION:
5. Class.B (reference 5.2)..
maintainod, and provid d further that buildings go located 36 that.each unit could be provided
I mliftitTrEi) USES
'quiruitients for detachid.§41-le-lanaily dwellhi 3 exctpt for, side
with a lot Incetill It othrry"
19.1 11=111'r RE 0 UL;ATIONS
190.1 13Y JUGHT
BY $PLC
6. Churclies. (Added 94-8 1)
yards at:the common wall.
�Eicopt as othenvise provided In section'4,10, structures rnay he2erccted to u heig it not to oxceed
194-
NT OF D1,I)TTU CT
7� Stand Alone parking and parking stiuctu es (reference 4.1�2, 5.1,41) (A dided 11-7.84,
3, M61tiple-fanlily dwelling$,
provided that imy'structure ox Ming thirty. e (35) feet lithe, ght Shall be siet
sixty-fiv (65) ft�t, ce i`1v
in
191:5 LISHNIE
Aincridiod M�03)
back fromapy Street right-qf-waY.dr Single-family rosidontial or agricultural district; addition to
kf?,QU1RZXENT8F0R 1. 1
.0.6 _ OPEN SPACB AND
.4, poaled.9
If
minimum yardi0quiromehi.s; a: distance Of Inot,IOSS illan tWor(2) fect fo(�oitCh One (1) f0cit of eight
ItEC ILEATWNA)b 0ES
8. $W iin, S61f;,teon Wor simi lar atblQt id file 1 lities (reference 5.. 1, 10i ��Added 9-13-t8 9)
Y,
neXCoss,ofthirt JIVO'(35)f�et, (Arrianded,9-9-92)
�,QUIMMB
19.63 RF-QQ1VI`l()NA)G ARE A ItF
5. Parks, playgrounds, cortanutilty centers and notti;0romerolal recrot ional and ctiltural -facilities
19.1 IMMIT
9. Proftmionat oifices. (Added 6-844),
such us torlitis colirts, swintining pools, ganto worns, hbruries and tho like.
19.8 BUILDING SEPARATION
.19.6 BUILDING.SEPARATION
19-9. 4,M) YARD REGULATIONS
19. 10� MININUM I)FF-STRUBT.PARI�tNO),IEC;UI;ATIONS
10. Tier W monal WirtleS3 Service faqlli,00 (reftrenve 5.1,40).:(Added 10-,13,04)
6, �Ioctri6, gas, oil and conuntinication facilitio, excluding tQwer:structilres and I nc4uding poles,
and facilities for Aistributioll, of 10491 sffAce arid
arcel, there
Except,as othorwise provided in section 4.11.3; whether or not located on the same p-
SIGN RBcdL4v6N6
11, 14,1siorical: ��fltcrs, historical center 6 Wal events, historical cwltor.festivals
p
100M, p1pe-91 etto related
lines, tratisfor M
owned and Operated by a public utiliti. Water distribution arid sewerage collection lines,
to i n shall not apply to
shall bei a nihiluturn of thirty (30)'fect between main struc res� Tli 9 pfovi46
5. 1 -Oi-'Wded 6.8-0 5)
purnpirig ;tallun�,. and apipurtena=5 owited and operated by the Albetioarlo County, Service,
Structures builtO a coninlon wait. (Amended 1-1-83)
19.1 IN Wily, fit V14WA
estab lisibed by to the zorthig inap,in.a. ordance with
�6- Ord. 18(l 2. 3,
'9.3.2, 4 dird.'04-48' 10-43"
0 4- 1 (2) -
Authoritys ��Ise 6xpressly provided, 'central :water, supplies a nd central
s lit c 'riforittance with ChapterL 16 of tbo.Code of Albelinaile and, all other
sewerage system 0
PRDAI;tricts inay,
orov,SjOUS Sot f0J#l,_eaerAlIy f6rr PD dis and 13.0, and With deri�ities and
Ord.
applicable law.� (Amended� 5-12,93)
1�,9 S I RT-BACIC ANP,�ARD REG ULATIONS
to-locatim Ila avord�i With the wrlipre4ensivo, pljil(L
L
19.4 1jESwE wriA DWSITM
public, vsoA and buildings including temporwy or.. mobile facilities Such, as sc . hools t)d1ces,
19.9j S"cluaos to be located on the outer perimeter.. of a PRD -district shall c4nuorm to, the setback and
'vity jo�vjrd the. natural char"teristi,
Thoi-PRD and
8 "a il]l'farld duvolopment. Moro specifically"'the'FIRD Is
id. net residential' is shall 60 shown� on,iile
The gross� W dentitles.'perkiittcd Ill 4� Pro d"trict
park$;, playgroundS and roa ds fundW, owacd Or opuratcd by local, state or federal agencies
0 ak Does, trea4lient
(referenco 31.2-5); public water and sewer transmission, main r.,tru
ydr dreaulationi of dw adjoining district.
toWard impact -on ti SW pundina
,d jovel,.-ok- �m
mical i -use, an mipwv , �.-
to nd ofrlzi�nr lart �.
approved ilp�liqtibn plan therefor, Whi4j6lfbe bindilig'upon fts-;approval- Tba� ocrall grqS$-
"With
facilities, pumping stations -and the liku, rivyned'arldJor operated b y the Nvanna, Water and
19.9,2 Within tIwFK0 district tile board of supery! sors'shall estA laim4ni-setbuok a d yard
-,Jn� ed I . i�, I I I
de,
app priate and It arnio!)rloq,physical ilevelopinont,lioid:cM Ye -sign consisterit Wiiil��thle best
reforoll�e
be' ctermhoi,&�,-b": the board to
d upurvisQa
density, S( d of,
units per acre, it
I no 6`4n hirty.five,(35)' d-W4148 H
Sewer 'Ali thority(tcf�r6 '31.2 5;1.12)� (Amended 11-1-89)
Ist
require ru�llt3 at tinic of e'stablishm6ni ofsuch d'" rict.
jutej"�3tofthe county ind the
addition, t4e bonus. and cluster, pro- 'si -os; of, this ot-4inamo sball b6 inapplicillte'to-ally P1.0
To th�s� ends, the Pfq . Yidol'ibr flexibitity and variety of development for liOidejltlal pt.
I soexpressiyprciMoa.'
9.19 mimmium. OFJ�-STILIKET PARKING REGULATIONS
P�O
s�os ancillary, tb we mity serve sac4 yarliod uses as reae4tibu, �PrQioction of
. i -�
4 le,�L f
bct add Orcserv4tion o � ricidbural
we 49
NT OF DISKRXT'
rs o ng an -age
9.1 Apc=Q ry uses and structu e, Inc) di h
bultdin
'Off-stretet 0,44 and Joading, spitca�� reciti4erawts shal['W '�l -with; S�ctioli 4.12;
'may :Such, at -of
1�et
-re (iiiii
provideid ihat'ttiu board of stiperAsors vary or walva quirom=15 e
activity.
d for th�, ostabli3lmi,� di IQ �hiil) bitlut:o:(3) acres.
bfdPP,
hydis led ersons(refe nice'$il,i�l
10. Hotms for developmental ab p
�eitablislhwent of a PJkD district,
Mlile a PAD upproach.14._. !-ecorlimended, fbi dove(opro6ii4i'd anY density, it ls� xecOmlivioridtd but
oyed 10 area S who- 'he colnpreheiisiv� -plab xecomrnead�
� thit th�,`,PFD be, empl t
'm12 ea may be. added to an ogtabllsh,W PRD district if it adjoins and forms a lQgil
)J.. :S.tor or Thanauemp tit tqW1,11 on all approved fuial 54 plan or subdivision plat
mwat a
not,, required
(15) dv I e I recognition that dle�.m;ltt at StIch
/e ling, units pA4,aqr
addition to the approved devcItipmetiL Mile proc0lu e loran addid6h be fh6 Sallie as if'Po.,
original, a %vote filed, and all'� ukouleats shall.a ply.ex ::itthe mini= In acrpae
'(Aqd-�d 10-9-02)
,a platiltingwitil re�P�6�10 impact (Aineuded 844-85)
-climlly ieduirescare
requirealc4ofsWion 19.5A,
1.1,'Titr-1 alid Tierl] personal 5� 1,40). (Add�d.1043-04)
Sign regulations 4hall be as pre=ibed in section'4.15,
19.L�,&Pj, ION
19 6 N,,ftNlfyfUtvl-�,,OA""QUfltEr4E'r4TSFO QPENSPAQ8 411D.IiEc ATIOVAL V$1 S
0.204933,12-�
the, proyisiQnSi, of section 8.0, plowed development districts,
mmiinity� (PC) or: resi igb6Aood '(R'FN)
g-41erally,. where c�rt:ahl t:ilaoned cc ideatiat planned ii;�
j941- 'No ve �2 5) percent of,tile aid to residential us� with in any, PRD sha I
f less tlian twooty-fi
'be
B�! SPE, !�IAL USE PEI WAIT
nit �,iaWiliod, prior to U16 adot��oq �,j�f ti�h: d i00s, sbail be
AI�trlr,,ts have be!, this, ordinance, s
Ili conuincribIJewspace e&,ept 4$- her0irlaft0f, Wressly, prcivlded� ended 9-13-89)
a
to ]love ()e.�'rl,�stablished as FkD �istricts.;undtx fill$ ordittilaice. p1d -Sh-all be so
-use permit;: to Wed tit no Sep ate
irtit; f011o%ving 'uses sliall be'06moitted onPj by special p v at r
.considered
,�dpqlgnatcd oil the ItIAP;
Lipplic,ation Shall'bo I quk� d for anysurh use its shall be in*M -ill �thu origiria PRD i Zoning
Zoning 10, 1 Q� 1344
18-19-2
18494
Z nip4rStj pjefll�
PART NE RSHIP, a
ati%i of d led
FX
A6vexnb6r 18,19 P,4 (pi�
Mich Pir,
Dat
A
g es�s 6e s s, a r fixu
at o,:_ /0
comMONWEALTH ON VIRO-a 4a
OFLOLLe-���,:to wit';
te mo� Us il �5 day of November
WS4-dmertt was cknQwledged befo by
undi�rThe iaiakA.K�ssltrDt!claratioaof'�t4st
F A�Jed
e Paitn�x W
'Noveliii�1 8i 096, as ameride4j." ge�Orat Partner of Oleaniore; A5sqQiatcs; L imit d .... s
-v- jJ,
aryPubli
-,,04*Y
COMN40.NWEALTH OF VIRGMI.A.-
OF to wit�
Iedged before �w Ws 1 :mber;2007� by
�'�.day of.Nove
f dated
ar 0 T�
:Peggy.B Kesslu, S: he, Fxank A.. k0ssfir i�ql, atioa
t
Nov- 63 18,199 of Qle-iimore 5o6a es Limited PaftorWp.
6 as'atneaded�.-Gexieral Plaitimr
INotar
YPubJiC
*'Comu's6sion Expires:
'Cc�i . V*00.6, 91'. 10
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4 l*v COMMWIon 14*00on Ili 201
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