HomeMy WebLinkAboutSUB201300092 Plan - As-built 2015-12-15a
E.
CEXERAI NOTE',S:-
OWNER:
MEADOWCREEK DEVELOPMENT, LLC
SITE PLAN & DETAILS
230 CHESTNUT OAK LN
0
CHARLOTTESVILLE, VA 22903 -9610
ENGINEER:
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
- zoo
CHARLOTTESVILLE, VA 22902
20o
434.293.3719
DEVELOPER:
MILESTONE PARTNERS
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300 2ND STREET NE
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CHARLOTTESVILLE, VA 22902
TAX MAP PARCELS:
T.M.P. 61A -2 D.B. 2792 Pg. 363 6.306 ACRES
T.M.P. 61A -1 -34B D.B. 2792 Pg. 363 0.062 ACRES
T.M.P. 61A -1 -34A D.B. 2792 Pg. 363 0.031 ACRES
TOTAL SITE ACREAGE: 6.399 ACRES
ZONING:
R4 RESIDENTIAL.
PREAPPLICATION CONFERENCE: FEBRUARY 11, 2013
USE:
21 SINGLE FAMILY DETACHED DWELLING UNITS ARE PROPOSED THIS PLAN (5 FUTURE LOTS
RESERVED)
DENSITY:
4.06 UNITS PER ACRE
BONUS DENSITY:
AFFORDABLE HOUSING: (1) EXTRA MARKET RATE UNIT PER EACH AFFORDABLE UNIT. ONE OF THE
LOTS WITHIN 15 -20 SHALL BE AN AFFORDABLE UNIT. THIS (1) AFFORDABLE UNIT ALLOWS THE
DENSITY TO INCREASE FROM 20 UNITS (4 UNITS /ACRE) TO 21 UNITS AS SHOWN. THE AFFORDABLE
LOT WILL MEET THE AFFORDABLE HOUSING REQUIREMENT AS SET FORTH BY ALBEMARLE COUNTY
°
ZONING CODE.
OPEN SPACE:
0,49 ACRES OPEN SPACE PROVIDED - 7.7% OPEN SPACE
SETBACKS:
FRONT 25 FEET MINIMUM
SIDE 10 FEET MINIMUM*
REAR 20 FEET MINIMUM
0
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*A REDUCTION OF SIDE SETBACKS FROM 15' TO 10' IS INCORPORATED WITH THIS PLAN, BASED ON
THE AVAILABLE FIRE FLOWS TO THE SITE.
BUILDING HEIGHT:
35 FEET MAXIMUM
STREETS:
CURB AND GUTTER, PUBLIC STREETS
EXISTING CONDITIONS: SITE IS PARTIALLY CLEARED WITH ONE EXISTING HOUSE & ACCESSORY STRUCTURES, THE
REMAINING PORTION OF THE SITE IS CURRENTLY WOODED.
UTILITIES:
SITE WILL BE SERVED BY PUBLIC WATER AND SEWER
TOTAL LAND DISTURBED: 13.28 ACRES
FLOODPLAIN:
NO FLOODPLAIN EXISTS ON THE SUBJECT PROPERTY, PER FEMA MAP #51003CO287D, PANEL 287D
STREAM BUFFERS:
NO STREAM BUFFERS EXIST WITHIN THE LIMITS OF THE PROJECT AREA,
TOPOGRAPHY:
BOUNDARY OF THE SITE & PEN PARK LANE WERE PROVIDED BY KIRK HUGHES & AND BOUNDARY
0
ASSOCIATES. TOPOGRAPHY WAS FLOWN BY VIRGINIA RESOURCE MAPPING IN MARCH, 2013,
AS PROVIDED BY KIRK HUGHES & ASSOCIATES. SITE WAS FIELD VERIFIED IN APRIL 2013.
DATUM:
NAVD88
RIGHT -OF -WAY:
1.41 ACRES (22.0% OF PHASE lA & 113)
LOTS:
4.50 ACRES (70.3% OF PHASE 1A & 113)
PARKING:
EACH LOT WILL HAVE TWO OFF- STREET PARKING SPACES. PARKING WILL ALSO BE PROVIDED ON
ONE SIDE OF THE PUBLIC ROADS, WHICH WILL BE MARKED WITH SIGNS IN THE DEVELOPMENT.
LIGHTING:
NO STREET LIGHTING IS PROPOSED.
LANDSCAPING:
STREET TREES HAVE BEEN INSTALLED ALONG THE STREETSCAPE PER ALBEMARLE COUNTY
( ^
REGULATIONS.
WATERSHED:
MEADOW CREEK
STREET TREES:
STREET TREES SHALL BE PROVIDED ALONG ALL PUBLIC ROADS IN ACCORDANCE WITH COUNTY
REQUIREMENTS.
TRASH COLLECTION: TRASH RECEPTACLES SHALL BE MAINTAINED ON EACH INDIVIDUAL LOT.
BUILDING SITES:
LOTS 1 -21 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE
ALBEMARLE COUNTY ZONING ORDINANCE.
ON -SITE IMPERVIOUS AREAS: ROADS 0.86 AC.
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DRIVEWAYS 0.06 AC.
SIDEWALKS 0.28 AC.
TOTAL 1.20 AC.
N M UA 0 lifAl Fa' 5110
Rn
v)AD AS DIJILI PLAN
OCTOBER 23, 2014
ALBEMARLE COUNTY, VIRGINIA
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SHEET LAYOUT
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EXISTING CULVERT
SITE PLAN & DETAILS
CUL VERT
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DROP INLET & STRUCTURE NO.
TOTAL SHEETS
CURB
CURB & GUTTER
- zoo
PROPOSED PAVEMENT
20o
EC -3A DITCH
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DEPTH OF EC -3A DITCH
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EC -2 DITCH
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DEPTH OF EC -2 DITCH
PEN PARK
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PHASE IA & IB ROAD AS -BUILT PLAN
TITLE SHEET
COVER SHEET
EARTH DITCH
SITE PLAN & DETAILS
DRI VEWA Y CUL VERT
+
BENCH MARK
TOTAL SHEETS
CLEARING LIMITS
VDOT STANDARD STOP SIGN
- zoo
EXISTING CONTOUR
20o
PROPOSED CONTOUR
240.55
PROPOSED SPOT ELEVA77ON
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TBC DEN07ES TOP /BACK OF CURB
T/B DEN07ES TOP OF BOX
PHASE IA & IB ROAD AS -BUILT PLAN
TITLE SHEET
COVER SHEET
1
SITE PLAN & DETAILS
2
ROAD PROFILES
3
TOTAL SHEETS
3
GENERAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WI THIN THE DEVELOPMENT WILL
BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF
COMMUNITY DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF THE START OF
CONSTRUCTION.
2. 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.
J. 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
NA TURAL WA TERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE
END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL
GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF
THE COUNTY ENGINEER, OR DESIGNEE, 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.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY
ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES
SHALL CONFORM TO VDOT STANDARD PE -1.
Z COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH
SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY
ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS 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.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA
MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD
NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED
BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE,
THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE
DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD CD -1 OR CD -2 CROSS- DRAINS UNDER TO BE INSTALLED UNDER THE
SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS
SHOWN ON THE ROAD PROFILES.
13 A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS
THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO
INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA
INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
ALBEMARLE COUNTY
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.
J. EROSION AND SILTATION 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. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE
OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, 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 Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
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Top,, 417,83 417.93 ' , . ! MARICC (M R ,TM P / . . ..:� I_ . .. .
- 11 I I _ _. , � -- . � - � . 1. �Ll :_ 11 11. - - I I - � ' � " - - . � 11 - . . �s t-: . - . . . I'll
. . . 'Z-- __ ____
' Invert in - _ . - _--�<E X C L U S -1 VELY) , . 7;
412.90 ; 412.68 : -0.22 -1 11- 18 I—— : I I FbRE ` � I- � WESTERN Y2 LOT 14, PEN PARK I . _�_. - Z, la. 20' UTILITY EASEMENT --- LL. -
' " '' I . . HOPE 613 � __ - � ___ - _____ _ - 'b'72T . C . .
. \, �
: 411.43 -0.12 ' . 15 . /I ,C:; __4 _ I .
Invert in ' ' ' 411.55 . - . 5jC ,\ LU
., _. - 11 - - . - � I 1 � � � - I _ . - 1 - � . I— 18 I- - � - 1.� �. 11- 11- - I - - -1. I .... I DB 2412-311 1 * . _ - . .1 . .
. -Z,/ .q - 1 ,4,26 . -"\ -\
Invert Out 40911 � 409,18 1 0.07 � . ... I . Q I � SANITARY SEWER LA . I- _____ . .. . �\ - - VAR. WIDTH �5 a-
6B � D1-3B ; � - . : i : / . 1.73TC SIGN AND . % - __ I . . . \ 11 DISTANCE (::�) In
�
.___.r6.1 _ � I - � - � � � - -----,-�-�1--l-..:,-,---�.�.��-,�� --- - ----- - __ --- -�-.-"�,�-�-�-�,�1.1�,�ll-��,�-- � _11-11-1--, __ --- DB 2262-549, 552 (PLAT) "�� . I I . EASEMENT _____ I . - . '426.56C,L- N 1-1 1\ LU
------ � _ � -_ - -1-1--1-- -1--l-, , ; . ( � --- -_ - , SIGHT
I :- � I . .i / ..cc r_11! , , . I _ , *I'-- '� 1-1
1 2 �____ ___1_ L_ " 11- 11"' "' . 'N" -,
Top � 418.50 418.53 , 0.03 I
" '_ 16 .... LANDSCAPE EASEMENT 5 WAt& I ------ -_ EASEMENT Q----) �n
Invert 1��_, _1__111___ �_ 1 _1111_ -111. - " , , I - -
� ; _0.2 1 I Qj . I - ; ,\.
411.75 411.53 ! I . 1� - - �__� \1 11\ a�
. AY- I Q,A -
- . �_�� 41:3 -- ' SIDE _-A- - -i - - 'A . . I 11
- . DB 4476 PG 197
8 DI-3B . � I : . I I . . /�.b �J U, . L - - . - . I I - ;��� . v 426.14TC 11\ ` ce
: , 441 A,_, - 14 _' �\
11111. -.1111 I I � I - � I � 1111111_._ - i � - � � � '' � ''", . ..... .. .. ", �. -, - , , , , " , . 11\�
. . I ____ 11 426.61 TC - I . _A26*8 L L I _�\
.I.-I-1.1 ill-1--l- 11. _11 - 11 - � ( /,- � __ \ .. . . . . . .
.joM I - 10-L -,r --- . ' . . W - . jpuw .
___'_ """ " ' ' 41630 ; 415.94 -0.36 " ' " - ___11�� --- �' � __� .4j ,3, . - I I .. - . ,,, . . . . . . . : : � �� . - 1\ 1\
Top ' 6 : 425.89 : -.08 � . TMP 61A-20 10 . .1 . . , - . . 1� 13 115F . , . , - '\ "'-, 1\ \
Invert In - � I.. .- - � .- I-. I—_ .... _�, I—- 1. r DARRELL W. BICKERS & � .i I C) . - . __- I � I 427.60TC ' - . - - - . , - , _�-- . .
Invert ettW' 4i620 .. . ... 416.04 ': . -b .i6 11 18 � HOPE 1 6 , D.B. 1 7, P . 9 1 . 11 4 CNI. ____ ____ _____ I -A, - ___� - ,_,7. I I 11"? , I I . . � - .426 1 �/ � 25:2,5TC -\" ,\
TAMARA-W-GIBSON - . / STREET NO PA -_ - I ,_,��--:��- . . . I 1_�_ •Ir.. 0 - Poo, � : - - , .- _y,___ - . I . . '+ZtD. I 0 1 U - 1\
I - r I . � .
10 D1-3C I . . I � Lr. , ---I �19 - \ NO PARKING
: � 1 �, __,__._._,_-- ., -, - ""r. 111 I r' ___, -1-1 LOT I �, - : . I I - - , � I . 26+0 . . . . ^ -1 I", N
I .
I
0.03 r � : . 4 . .
.. .. .. 426.18 1 - 11.1- I I I I - _ � _q ..... - _�G f� 11 . �
T6p__.__ - . - 1.11-11 _ - -1. 1_11 1___1 - 11 PEN PARK - R / ./ - I I I _51GN__ 9-1 �,:�____ I Li I U - SIGN z
. . ----,/ I ___. L___,�47r . _!t�., . \
� . . 426 55CL '4' _ -
I-— I . ...... ..... ...... � ' ' ' 11-1-1 . 1. � -1 11 . 111111-11. , I 111____ I . 1111 9,&7184 . . . . . .
. � / . 1 - v y > _� . . . . . . - . . . ;,/-I .I . � �
Invert in " - 418A0 417.98 -0.12 � 18 HDFE 12 j � : . I SIGN - I .N�,� � I . __:_ I 1_�_� - P -r";S�,. -. .^ �1� '� �\ I I I
I .,1, ,_i _4,t.,� ___ 11111-.1-11 11111f� 1_1 I- .,1____1_.'_- "rr � � � � __ � r.'r � , DO 29 1 . . - - I . . . . /1 , 40 X "
- . . D '-VAR, A -_ __ - � , � . `_
. 4 8.00 -O!", � FUPE . a - T) � 188 .. � '"�-� ... I., (0
-Invert (:)iA " _ - B 226�,54, 5&2_-�PLA 27.52C[ " . /1:7 RZ
I . . 7TC. � - __ . . .. .. �6TC . - . - . Sq, 4CL� . . . -1 I I ,X� � - . . -A, I.,
,/O -
, -
� A 44�.6' , ::: . __r�z I-,
1
12 Di 3C 1 � � . I . . ____ , ,_ -
� ; � . i LINT EA EMENT I . . . I . . . . . . . . - - ' , ' - ' - ' - �� ---- V_ _,� I , -,a �) ".j, x", <, . IN,
I __ � - I-- __ ,-- , - - -,- , , , . - - - , ' ' ' - I 'L - �' I I I I I - I -11 -11 - I I I I I I � L � I � . 1; , . - 'i ��, - � \ 0 0 %-,P
1__11_.f6p__ ___11_1__ -;-,---,. - I - � I - 11 � . ___ 15 . . - , - ------- : , V�c -r ,;;;k v DOT STD.
: - . . . , i" ,
: 426.10 , 426.15 � f � I 0 . , I .
. . . ___ _-g� ,��, �26; U 1%,
0.05 - - - ... ;� . _ � � � � I I- '444 1 OTC - i - ____ - _�_�_ -------. , •-_ 7. �� -_ . . . 430 08TC ( � - ___�� - . _,�4 - U) II-
. - ' I .'- � " � "' FID% � �" - 14 � I . : . . __ . . . I "'. Y-,,. ;
41&87 418.70 : -0.17 1 18 ' . �1 � , S., lj C�0. , F LU "'
n I I -r- _'. . - � �iy " _��__Q - __1 - - - . - , � 1\ v-. ,t i� BARRICADE !� 1_
I I I . : . I - I - . . . 1.\J\jt - '�_02.49CL CIRO I � -1
- I . 1'___��_._,_ -, . ' ' � .11, I . . . - . . 0 "
-
Invert ( � ... . ...... '--"- - ' 111-1.1 I 1-1. - - I I-, D.B. 447 , PG. 387) 391 (PLAT) UUNIY _)� • 11 __w�1_5_ - - - _ NfN ____ . I . . I ;���, 5�� . I, . . . . \1� CO = -_
I I I - �. I
Invert In � 418.87 � 41810 -0.17 15 HDPE � 128 1 1 . , .1, - . � I ALK-/ ____ . \1
�
-
I � . I - I ,, 1. N , 1� _ .1 -1 . . . . . A r\ I r , . - y \ \ . I I w ___ . .. . . . '� I \1 . 4
" . L � - � i -
1, Inv ,. - ,.- 11.1-1.1 - - ----'' : '" - 44� Q1 , �� -_�- �,K AC I . . . .
! . � 1111-1, -0.22 -1 ... � : - NI \ww\ I __ I ' . 435.90CL 1-�()Q 43'2.5�i�,_�
rt CiA __ 418.77 418.55 � - 18 HDPE 10 /, / L - - __ .< . TC _1i ___,� STO
� . . � I . 0 C.P. . . _�,: , I . % .
.1 I I . I I I . : :-f \' I I . . � , __ zl��::�� �TN ., V - P� SIGN 8 . . . - 0
I � - . -
� I a . � 11 'Q 00 , � � ". :;� I
- 12B DI-36 I I z 425. 73 : 11. . 'r I 11- 1. r . D.B. .B. 4 OUNTY) / , I , I - A . A_ ,t,j- , - i�� I '%--NO F1,\Rr\Il)IU I . . I . I . . -- , � •
�,\,-" . . . .............. '. M
Top 1 425.68 0.05 . � I . . � . D,.b. Lk,k I - , - I _�% .
14--_� I— - - - _74CL - - .
_"___.___1.__11_1_ 1:11 --- __1 I � - 1 - - I _ __..___1___._1_1 __.__11 . ] - .:::5 N . . . - . __� - -_
_ _ � 419M 419.33 : -0.06 -1-5- '' - - _-F__CFE-_'_1�b . . . I - � ,,, - VARIABLE WI . ..
I . 11 ____ I -"-, COMMON MI\LM . . . ____ , C, 4*1b.96T \ --- '--- _� SIGN I �22. / -
- . - _-, - - � I -1 - I I / . .. I , , - U)
/ ,� , . 441'40TC :M: DT .
17 " - 'STC ' . �
Invert. r " � � - --HDPE - � I �0 SIG I . I. . . . . . ,- . . 438, -11' . , I � \ . . .
- Invert " " " , -0.21 . 1 1�56� �, 16 � 425 .... . .
; 419.29 419"08 1 16' . 12 - 1� . . . . . . 1_". 18A 38. - . . .
I � . . __. . _� � � - . ': .1 M
14" 72TC ' '. � , -
,
- ___,_____,____ . ......... ", - -1-111 ..... I 11-111: _11:11---_ lr---, - PACE 2/ ��, rn , I . I - - I-, . \ I . . . .. .
D-36 . - . OPEN S C.P . )(,--- . . - .
12D. � � , �, _ - I - � _11- � .1- / 22 ... . . . . . . I . -V-� I..,J Z� \_I L_ - --- �
I 1 - . - . I . . . . . . ....a. _a I . . . . ....
. .
1 - I - - � __ - 1 11- ; I _ 11 -, , __ _ __ , --''--- -,--- . .
� - G
� � I � : ,b .. - ,� - ; . I � �_2 16i . 1% -1,
419.56 ' ' " - ---- 410AS- _�' - 0.07 - 15 12B ( __� .
_ -,Top , _, -,- __ - - " . _p � I ,0 I '��.� - �:)_ 91 �4.
- - " - - 426.68 � , -0.02 . . . � -
� � 57 ' -� , . I �r -�--_f_ ' '441 43TC ,1 __,:�_,��� : �:.-, - I - / >
- llilv4rt Out __�� jQ___ - - I . . . -;��� %'' PARKIN '��
� - I I I . - - C - _7�44415C - - - � � coi 35- SIGN . Uj
14 MSB � .
- � , jk� _ . . _4 �,_ . . _% . . I
11 . 'Ir : r . I . . w, ____ , I..�����.�.�1--l�l--:�,�.�,������������"",� ... - - -1-1. � 11:11 ... - I .11, _ :z 9 %jr ..
, `
I I . , ,��. . . . . .4' 4.1 � -10
� - . : � . . . . .
Top' __ , � " -, , "' , ,-", "'': 429.bb ' 429.46 � 0.16 : � : ? Q-1 I 'N , , . � . . .
- - � ' I 0 '111 11 I ., - ' ' ' - 47.2'E -��444.15CL . . --- � . I * 1 41' .6 CL '
� I - . .
. .
I 1 . .. . ....... ... ... . .... .. ... . .................. I—— 11 ... 1:111" L LI'L 11111,1 : I r - ►
-1 I . �z I .
� .
.
I - i . U "
" -
Invert "04 ... .... .. i 42071 , ,� 420 6 0.05 - 18 - HOPE � 12 __1 . . - I :: I ___ C:� 7��-4 I . '�_, - ,_� I I .
0 � . � . . ____ __ � LOT 21 . . . . .
4
Invert in 421.31 : 421.26 .05 . it? . HDPE _ _ -16' ' L " ' VAR111 . . . , \ � vo 9 r��" ! . / '-425.62T / ' ,�' ,� _�_ .2,1k Ice
I I :z
I - . DRAIN GE el . . - '% __ U-1 rn % LOT 1 4 . .1 . I . . I . . .
16 Dk3B : : � ; . . EASEMENT " - z 4-46.91 C V � ,71, . . . .
I . . I � . . , I /s, .
23 � - . �_ , 1 �2 .1010 � .
Top � . 429.38 t 42946 t 0.08 - � . . - \ % � 15 UTILITY EASEMENT � � _1P1 -4 I
._ in� ... � -.1111-1 � 11 I I 11I.- � � � I I ". � L'. . 1 � I 111.1 - �� . .. .... _ 11 , i 1�_, ____ - P_ �� I .. ,
erfij .. ... .. 1111,111,11 ... 111111 � . 1110 - I 0 �' . I I.- --- . . C�) C) ;7- - - -
0 � : 11 . . 1 ____ I � V__ I- -_ �__ -,-- - . . .1 . . . <
V � : 424.50 ! 424A6 L : -0.34 - 15 1 0, R D.B. 17, PG I I � / w�12�1��,
_ .
: !, _ 00 __6 � - _ � � _ � - _ � _ - _,._+�� ------- ..._._._..1$. 1111...-.._.._....._....,.._.._. __ I Ln �50 � --t-1 -,;O LOT 1 3 0 S . . . . I r_
. 1 - - q.�> 418.91 . .
Inv � - � - ---- IL ..... .
-
ert Out 1 � _7 __ 422-.26 1 .1 - 15 . . . . . . .� I 1___ _____ ___ I � - T, % - � c::n ,, LO tn . . 6 1. ___ - . . .
L - . . . �% � F-VIC11- ��','11_rl z � 20' ACCESS EASEMENT . -
� � . : .�� z 2:
18 � D136 1 : r . . - . ,9� % -10 3_7 f�_ 4) . �. .
1_1To�__..1101_1.___ .111_11 .1 -1, ' L 0 - ''I 1, -1011'"10---- ' . . ....... � '-'-11 111 . ___ _ _, ' 0 G) /,c . 0 Im
� � � .
- - � � I ... . I LOT 12 . 1�_11 �� .
438.48 4V.86' - .. � ___ - � . _� C?; . . � =)
, 0 -In -11-0 ... � ... 0 1 - -0 ,"'I-0-0, I 111-1111 � .1110,64,0 -: '----,- ,',1 __ � . -1.1-11111 ." % I . � -!�. , -n :z v . I . _� / : I E: U)
; r - 0.62 - ' ' '20 ,_ '_ - :f, X%� ,- -tbQ.-t,5TC 1 44 � I ri � � . I .
Invert In 433,80 433.16 � � 15 HDRE .84TC - / /
r - N r I , - .. I LOT I 1 - -56 �g , ___1 .
00-111. .. 0 I
- . � - C)f .-
Invert'In : 430M �� 430,26 i -0.66 . 15 . HDPE � 18B . . �111 i�_ �� � _x_1 - � ,_0 9 . . . /
� - I '_ ., r I --- ----- ,", '- _r0.._ , _, -0 r-- :�4 _I . . Q :5
Invert Out 1__1..__110 - .____- _ � 43 1 0.06 � 11 - 1111__1 .-.-. � - � : 16 ,--' , ?N ,-,f' - � �_ C) 0. - 2H - "t - I : a-
430.82 - -0.76 -'-'- _"______'_'1'5_ - ' ?1y\ � Ln � "P . / PARKING SIGN
. - HDRE 0 -;U- � / I I - - V]
- I � � I ,/' I I . . , 1 ► i I -0; 9- \ � 171 . '_ (!�/ - I LU
z . . . . . I . I ? (0) . , / .
--
18B D136 . . :0 : / � _ U) � iol- & V END -j 'I 0 �,
; ; - � . \\'r' 111 � �,% 03-;�,;__� ,0 , �_,
� . : � . : . . . -.-3,0 I . / / MA
STD. ' ' Z -
Top 1 � 0.20 . : �_. I I __ _: - I , , "D . % LOT 1 0 . � ri- // / 11 / Q) ' ' 4 0 D
ll
nve I— � 11 I—— __1__ __ '' _ ' ' 15 11 - _ � � - I � - -1.11 . . 9:� (�� M TENANC�' SIGN 1 I. * -, .
.. .- , . j5 _. -, ,- . P. .�; ,; 0 , � �� / 1--�, / / ( / - co
: 431.11 � 43128 i 0.17 " FDPE I . / - - - ,<, -\ � 6 ..P - � _,__ . _1 . i
V lzlo:, 9 - .
- I , rt but -, �, - - - . 18-, , --��- , . �Iz � . I VD S m U�
I r . I I - . .
I . . . �, Z; -;u -g-, / �j / A-- , •
20 . .D[-3B : . . - � _�, 0 _-_ __ � _� � / / - /
. . . � . / I , I - I > <
I . � - 11� , . QI-) C:� LLJ _j
I C) / 40
-
- 'rt In' ' : 0.03 : ...... r ,j611_1_-_1___ . 1", I . . 10 � d2CL 1� --- �� , . / __1_ - __j - I/ I BA ICA E
Top 446.33 446.36 ; . 1% .
. . - _�2 ... :--'-' - � ' - I .. ./ %. . . (, - Ce <
- I 1-_, r �_ I
-
'
InVe ' '"' 439.68'--' ' '_'440.11 _ " " _ - 6.43 , ; HDRE . k\ 1�0 ___11_11_1__f�. a S_�,A . ____ / . /__ / (,v I I / f. � : .
'
� 1 � � / _1
-,- _11-1 ______1_1 I-,,,,-,- . � -,,,I- _ � ___ __ __ - ___. .115 1---1-f - , ___ ,.-j 4q 11 .I . ,---- Lf) . 1--
0.01 , I : � ..,CA11 - 18 41 ____
- 44 - . 4 .... � �'D / /
� . %<-- \ tK�X VARIABLE W qt� w � . . A, / �0 , -
Invert Out 1 439.58 64� - - _ '76* IT -- WIDTH _� S � - - . /
/ I I - L . a� � 1. ? -, . I-Ii '�) I I Z
22 : Dl3B I - � 1-0 9 . �) ____ __ � � .. _�_ - I I ___ 'y / . ('\� C / 3 �.
-.f � I I 1 14?16.111 - _-:6, ,Ill_,,,- _ " -' ....... I'l " "-' I 11,11, " ", _U DR��INAGE EASEMENT 3� ig - ____ - (I I .1 . .
Top 1-1 "' I 1 , - � . - . . \) 0 . - 9 r_1 _____,�z __j
_ � --- � ' '4_4731 03' ___ " - _ - _"' "" '_ . . A_� .
: . - � . ... . 1 , I I
1 4z; 1-� /, !. . .
I : . It . ,� � . � __:�__ . /
, ,
'
Invert .1 � 111111 : - � 1 � 11-0.32 L 11 . .......",,,,--,,.15",,,,I.LL.I'-I,---.HDPE.-..---�. ---- � 24. _ - : .1 � K bb f 'a.� I . . �_ ----_ . Q) I. I
. .1 I ..
. � 440.70 - - i 20 . I , ___<�,__ 1-i
� I is HIE : i , / . _� -
Invert In � 440.80 440.48 1 . , / � , / .. _T� PRIVATE __ ____ ___ _�t� - / . I
� : . 154.58TC . -
Invert Out ; 440.43 � -0.27 : . Q. 0. � . . ____ I I - , _ , --- .
: I � _�_ - - r_-_
24 DI � i � � i � . . // ,�g / LOT 7 1 . LOT 9 ' � -"-\-, � ____ * DRAINAGE EASEMENT _ -_ --- - �._ - . / 2J / /
- . I ----Z�z -_
I .1 I - I 1� Z� . . ,_ - �_
: I j . � . --- , . _ ---,-:t
Top 1 457.45 � 457.46 � 0.01 : . � - 40- LOT 8 .
___,______., ____4�1- . I (-Z,). I 1 26 , � . V I _ ,
� �§C-- ....... - �����--�'--'--."�"-"--L----.--" _726_� , ---,-,--*, I I ___ - 1. _��_ . .
Invert In ... ... : 447M -0.30 � 15 . I.
� - 11 - -
� .( , . / /
I 11 - - � : __1;_,___ _ , ___ Z) . � . .
� -0.54 - - _' I=� . 24B : I -) . . __ --- - __ . . .
____ . __ __� __.___ , . \
Inverflri_` -'-"- _ ' '__'___'4D,20 '- � -'- '462'66 - . __'_.'_ _12� �' % I �
. I � I I 4 (P) PUBLIC ACCESS 'EASEMENT I b V
I i � PARCEL "Y" . ___ . __ __�,, .
! ..
Invert _ Out � 446.96 � 44676 -0.20 � ' 16 HERE . 1 -22 � / __�'_�__ . .
�
Inlet � I . � : 458.06T 58.00 DEDICATED TO PUBLIC USE PARK MAINTENANCE A�D LANDSCAPING � . __� . _�_ . . I ' �,A 1 LOT 1 9 . - - _ Z��_ __Z��_ . - I j .. V /
"In,", "", I '"' ... .... '- I L 1 -1 11�11 I I I 11 , 11 1-11'r111, I L" I - � " 11 1,� I -1 .... -r__1j:.,D,V_ 1-11 I—- . . 11 ..
24B I I ; . : ' . I/ . I _'. -_ _
Invert 11 458.46 458.59 0.13 1 N . . / 58.05��C,,�. 4472, PG. 387, 391 (PLAT)(COUNTY) . ___ , . _-, ��,_ -
- .
i ; I I - � . : � __ 1. 26 D1313 :� " - . I . . . 1Z1_ . \ \ . I I
I I - -1. . . - I - - - I 1 141 I-- I � - I - -11 - -_ _711 - __...._....- 11.11.. -1 - I -
I ... ___1 __ , � - "' ---- - - ' __ . . " -
T61P, - _ "' , - , " 456.83 451.�6 ' '� _- OM - - - - - " . . / . . . ___ . �� . . � I O' LANDSCAPEAND -_ J/ F
11 " .1 I I I 11 - - - ' '_ -.1-1 -11 - - - I . I . I
�
vert Ir '-- ' __ , : . . 28 . . __ . . - _____
� 44923'__ _ - -_ -_ ___ - - � / - �MAINTENANCE EASEMENT.- - ',-A \
in 44EI�,'81 -0,42 , :'1_16 . HOFIE I - . . . . . . . . . ______ . LOT 1 8 I- 11 2 --,
, 1,5 , 11 LL IH�- I 111 "' L L L ' ' ' 1 - " '
. I I ................. . -_
Invert Out ': 446.113 --- ---- 446.81- "" - "' 432 - � : 24 ( / I . 14 ...........'.... . .. . -1 -4
. - III ,,, . . ..... ..... ___ � � . 20' DRAINAGE EASEMENT N31
. : . � , .. .. ____ I . - LLJ __
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VERTICAL SCALE
2.5 5 10 20
( IN FEET )
I inch = 5 ft.
HORIZONTAL SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
-
NO
TES.-
1.
STORM PIPE SHALL BE CLASS /// RCP, OR HDPE. HDPE
4' CONCRE7F
SHALL BE INSTALLED PER THE VDOT STANDARD
4' CONCRETE
SIDEWALK
REQUIREMENTS AND SPECIFICATIONS, INCLUDING GRAVEL
4' CONCRE71E
BACKFILL MATERIAL. A MINIMUM OF 1' COVER OVER
�*
STORM PIPES MUST BE PROVIDED.
2.
ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST
PLAN77NG
PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE
�� ;
SURFACE
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UNIFORM LAYERS NOT MORE THAN 8 INCHES IN
\
THICKNESS BEFORE COMPACTION OVER THE ENTIRE
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ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD
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AND BRIDGE SPECIFICATION J0304.
J.
ALL FILL MUST MEET 95% COMPACTION.
4.
MINIMUM 3' OF COVER MUST BE MAINTAINED OVER
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SANITARY SEWER.
5.
MINIMUM 3' OF COVER MUST BE MAINTAINED OVER WAL
6.
MINIMUM 1' OF VERTICAL SEPARATION FROM STORM
�
10+34.26
SEWER & WIL AND 1.5' OF SEPARATION BETWEEN WAL &
�
m-
SANITARY SEWER MUST BE PROVIDED.
7.
VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL
�&44S-E
STRUCTURES.
8.
VDOT STD SL-1 SAFETY SLAB REQUIRED ON ALL STR
PLAN77NC
PL A
STRIP
,
WITH HEI GH T GREATER THAN 12 FEET
9.
STEPS SHALL BE REQUIRED ON ALL DRAINAGE
I
STRUCTURES WITH A DEPTH EXCEEDING 4'.
4' UD-
UNDERDR._
1
VERTICAL SCALE
2.5 5 10 20
( IN FEET )
I inch = 5 ft.
HORIZONTAL SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
TMRANS17YOMN ROAD FROM _ _ 7RAN5177ON ROAD FROM 0-6
12' LANE TO - 14' LANE 12' LANE TO - 14' LANE
i _28' -32' FIC-FIC I
I
VAR.
. RIW
-NOTE., U0-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES Or
TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD
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NOTE. PROPOSED LANDSCAPING TO
U77LIZE OUTER X OF PLANPNG STRIP I
CG-6
CURB & GUTTER
U77LIZE OUTER 3' OF PLAN77NG STRIP
POINT OF CG-6
FINISHED GRADE CURB & GUTTER
I PER X CLEAR ZONE REQUIREMENT
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4' CONCRETE
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SUBBASE
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TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD
:
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490
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TMRANS17YOMN ROAD FROM _ _ 7RAN5177ON ROAD FROM 0-6
12' LANE TO - 14' LANE 12' LANE TO - 14' LANE
i _28' -32' FIC-FIC I
I
VAR.
. RIW
-NOTE., U0-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES Or
TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD
TrFl0.4Z ArAv,l!lllli�,�,l������!ffBORHOOD ST".ff SA=Z0,ff (V,4R rZOTH.RON)
Pfff FlOW L"Al'=hX.-Ar BILL L",r STA "*84 Of - 17-ol-MR8
CS =SS" R"ZBXMIAL & JUXrD =A' SUMMMOAr STM" ,VMICN SPffA'Br 85 "ff
__�L
/
iXST. GROUND
EXST. GROUND
NOTE.- PROPOSED LANDSCAPING TO
URLI OUTER 3' OF PLAN77NO STRIP
PER R ZONE REQUIREMENT
CG-6
-- CURB & GUTTER
'16),-,
/'* ---:�t,,,t,4,, zr
EXIST. GROU �X
____�;'� - 2X -
.
4 . . - UO-4
POINT OF CG-6
FINISHED GRADE TIER 3' 4' CONCRE7F
SURFACE CURB .. U' L" �EAR SIDEWALK
= � -V
-
. LID " U 6 PLANTING
4' UD-4 UNDERDRAll* ,. STRIP wor 21.
UNDERDRAIN- V-- BASE i `-- SUBBASE S-
EVST GROUND --VAR. .. TME 6 1
- 12.5'
125'
I. (TRAWL LANE) ,I' F-11 LANE) -1
R.
RIW
•NO TRAFFIC UNDERDRAINS ARE REQUIRED *HEN THE PROJECTED VOLUMES OF
TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 WO
TrPl0,4.Z ,ffE.A9HB0)ZW0P ST"" S=10,ff X45' R/)r)
P,rAr PAW LAN.' (.'AST OF zwhzm iffm "mr)
CS-SS" BMIAM71" & JffXr,V VS.' S9BVIVISIM XT",ff -B"ICAr SPrXB' X5 "fir
NOTE. PROPOSED LANDSCAPING TO
U77LIZE OUTER X OF PLANPNG STRIP I
7m,
n
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U77LIZE OUTER 3' OF PLAN77NG STRIP
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I PER X CLEAR ZONE REQUIREMENT
Ck�
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4' CONCRETE
SIDEWALK
CG-6 POINT OF CG-6
4' CONCRE71E '. CURB & GUTTER FINISHED GRADE CURB & GUTTER "
4' CONCRE71E
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2X 2X
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EXST. GROUND
NOTE.- PROPOSED LANDSCAPING TO
URLI OUTER 3' OF PLAN77NO STRIP
PER R ZONE REQUIREMENT
CG-6
-- CURB & GUTTER
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- 12.5'
125'
I. (TRAWL LANE) ,I' F-11 LANE) -1
R.
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•NO TRAFFIC UNDERDRAINS ARE REQUIRED *HEN THE PROJECTED VOLUMES OF
TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 WO
TrPl0,4.Z ,ffE.A9HB0)ZW0P ST"" S=10,ff X45' R/)r)
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ERDRA FN-- n"-,- S7RIP
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STONE - -
BASE ... UNDERORAIN- ` BASE I ` SUBBASE I"- -6 1
-12.5' - 125•
(TRAWL LANE) I (IRA WL LANE) --]
I - 29' ' -F'l - --------
14'
N`NQTE.• UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF RIW
TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 WD
TYPICAL N,Fl0HB0RH00,V STREET SAT ION (54' R/*')
WCAWAVAr AW jWVZ .MM" AV" C
CS- SSA R B"WrNTIA Z & A ffXZP L TZ . 5 VBM VISMA r STRXA 7 , VA.TICA r SPAZA?h M MPH
4' CONCRE7r
Sl"ALK
4'
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GENERAL NOTES: ,, '�
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1. DETECTABLE WARNING TO BE P TI I - - - - �- \\A
INSERT WITH SLIP RESISTANT SURFACE COVERING I ..
THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT 12:1 MAX. � , ffl\ \
IN LENGTH IN THE DIRECTION OF TRAVEL TYPE B 5' MIN.
2. THE DETECTABLE WARNING SHALL BE PROVIDED BY
TRUNCATED DOMES. TRUNCATED DOMES TO BE PARALLEL
STAMPED IN TOP SURFACE. THE COLOR OF THE I "
DETECTABLE WARNING SECTION SHALL BE YELLOW. 11 11
3. SLOPING SIDES OF CURB RAMP MAY BE POURED r. I j_- I
MONOLITHICALLY WITH RAMP FLOOR OR BY USING 5 MIN -
PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED
BARS. - 2' MIN.
4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE AT * , 2- HIGHER THAN
PROVIDED FOR DOWEL BARS SO THAT ADJOINING C OINING AT* *. SAME AS TOP OF
FLARED SIDES CAN BE CAST IN PLACE AFTER PARALLEL & PERPENDICULAR CURB
PLACEMENT OF PRECAST RAMP FLOOR. PRECAST
CONCRETE SHALL BE CLASS A-4. 0 i L.50%-65% OF BASE DIAMETER
I I
.. - ___;�� TOP DIAMETER
5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' - 11 . - 1 0.9w-1.4m
CENTER TO CENTER ALONG BOTH SIDES OF THE VAR WIDTH I -
RAMP FLOOR, MID-DEPTH OF RAMP FLOOR. SIDEWALK OR I - 0.2" 'BASE DIAMETER
MINIMUM CONCRETE COVER 1 1/2-. SIDEWALK SPACE TRUNCATED DOME
- MIN.
____ -_
6. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL t:!,L 1, DETAIL
10-
SECTIONS PROVIDED THAT THE CURB OPENING IS � - .. -
4e - 4� ---Pr--^-
-
PLACED WITHIN THE LIMITS OF THE CROSSWALK AND IN.
vps 0 -
,
THAT THE SLOPE AT THE CONNECTION OF THE CURB � ,- 00 0 0 0 a, cl .0 0)"
,
7
OPENING IS PERPENDICULAR TO THE CURB. - - . c 0 Q ,00
IN
* TREATMENT WHERE 1.6m-2.4�j 00 � � ' ' 0 c'. � . Q . � � z- 0 �� c
7. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN ".,)"..'),"").."',�',
WIDTH OF SIDEWALK C-C 0000000000000000000
THE RAMP IS PLACED IN THE CURB RETURN RADIUS
OR SIDEWALK SPACE 0.650 MIN.1 oci I
IT 0 THICK. IS LESS THAN 7'-4" �_ VARIABLE 4' MIN. --[..-
PAY UMITS
8. WHEN CURB RAMPS ARE USED IN CONJUNCTION CG-12 DETECTABLE WARNING
WITH A SHARED USE PATH, THE MINIMUM WIDTH
SHALL BE THE WIDTH OF THE SHARED USE PATH. CURB RAMP - DETAIL
CITY STANDARDS
CG-12 DETECTABLE WARNING
CITY OF CHARLOTTESVILLE I SURFACE GENERAL NOTES
(SHEET 1 OF 3)
REVISION I DATE SCALE: N.T.S. I STANDARD NUMBER: CG-12
HIGH PT STA: 10+34.26
HIGH PT ELEV: 485.63
PVI STA: 10+49.35
\ I k 1-7
LOW PT STA: 11+40.92
LOW PT ELEV: 481.17
PVI STA: 11+04.94
PVI ELEV: 482.14
K: 26.00
1 \/r• 71 or,
NOTE. PROPOSED LANDSCAPING TO
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PER 3' CLEAR ZONE REQUIREMENT
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ERDRA FN-- n"-,- S7RIP
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STONE - -
BASE ... UNDERORAIN- ` BASE I ` SUBBASE I"- -6 1
-12.5' - 125•
(TRAWL LANE) I (IRA WL LANE) --]
I - 29' ' -F'l - --------
14'
N`NQTE.• UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF RIW
TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 WD
TYPICAL N,Fl0HB0RH00,V STREET SAT ION (54' R/*')
WCAWAVAr AW jWVZ .MM" AV" C
CS- SSA R B"WrNTIA Z & A ffXZP L TZ . 5 VBM VISMA r STRXA 7 , VA.TICA r SPAZA?h M MPH
4' CONCRE7r
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4'
41
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GENERAL NOTES: ,, '�
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1. DETECTABLE WARNING TO BE P TI I - - - - �- \\A
INSERT WITH SLIP RESISTANT SURFACE COVERING I ..
THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT 12:1 MAX. � , ffl\ \
IN LENGTH IN THE DIRECTION OF TRAVEL TYPE B 5' MIN.
2. THE DETECTABLE WARNING SHALL BE PROVIDED BY
TRUNCATED DOMES. TRUNCATED DOMES TO BE PARALLEL
STAMPED IN TOP SURFACE. THE COLOR OF THE I "
DETECTABLE WARNING SECTION SHALL BE YELLOW. 11 11
3. SLOPING SIDES OF CURB RAMP MAY BE POURED r. I j_- I
MONOLITHICALLY WITH RAMP FLOOR OR BY USING 5 MIN -
PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED
BARS. - 2' MIN.
4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE AT * , 2- HIGHER THAN
PROVIDED FOR DOWEL BARS SO THAT ADJOINING C OINING AT* *. SAME AS TOP OF
FLARED SIDES CAN BE CAST IN PLACE AFTER PARALLEL & PERPENDICULAR CURB
PLACEMENT OF PRECAST RAMP FLOOR. PRECAST
CONCRETE SHALL BE CLASS A-4. 0 i L.50%-65% OF BASE DIAMETER
I I
.. - ___;�� TOP DIAMETER
5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' - 11 . - 1 0.9w-1.4m
CENTER TO CENTER ALONG BOTH SIDES OF THE VAR WIDTH I -
RAMP FLOOR, MID-DEPTH OF RAMP FLOOR. SIDEWALK OR I - 0.2" 'BASE DIAMETER
MINIMUM CONCRETE COVER 1 1/2-. SIDEWALK SPACE TRUNCATED DOME
- MIN.
____ -_
6. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL t:!,L 1, DETAIL
10-
SECTIONS PROVIDED THAT THE CURB OPENING IS � - .. -
4e - 4� ---Pr--^-
-
PLACED WITHIN THE LIMITS OF THE CROSSWALK AND IN.
vps 0 -
,
THAT THE SLOPE AT THE CONNECTION OF THE CURB � ,- 00 0 0 0 a, cl .0 0)"
,
7
OPENING IS PERPENDICULAR TO THE CURB. - - . c 0 Q ,00
IN
* TREATMENT WHERE 1.6m-2.4�j 00 � � ' ' 0 c'. � . Q . � � z- 0 �� c
7. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN ".,)"..'),"").."',�',
WIDTH OF SIDEWALK C-C 0000000000000000000
THE RAMP IS PLACED IN THE CURB RETURN RADIUS
OR SIDEWALK SPACE 0.650 MIN.1 oci I
IT 0 THICK. IS LESS THAN 7'-4" �_ VARIABLE 4' MIN. --[..-
PAY UMITS
8. WHEN CURB RAMPS ARE USED IN CONJUNCTION CG-12 DETECTABLE WARNING
WITH A SHARED USE PATH, THE MINIMUM WIDTH
SHALL BE THE WIDTH OF THE SHARED USE PATH. CURB RAMP - DETAIL
CITY STANDARDS
CG-12 DETECTABLE WARNING
CITY OF CHARLOTTESVILLE I SURFACE GENERAL NOTES
(SHEET 1 OF 3)
REVISION I DATE SCALE: N.T.S. I STANDARD NUMBER: CG-12
HIGH PT STA: 10+34.26
HIGH PT ELEV: 485.63
PVI STA: 10+49.35
\ I k 1-7
LOW PT STA: 11+40.92
LOW PT ELEV: 481.17
PVI STA: 11+04.94
PVI ELEV: 482.14
K: 26.00
1 \/r• 71 or,
10+00 10+50 11+00
HIGH PT ELEV: 444.96
PVI STA: 10+58.31
PVI ELEV: 444.16
K: 21.80
LVC: 80.00
11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50
PEN PARK LANE - LOCHLYN HILL LANE
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