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Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
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�T THE CDNTRAOTAiIt
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SHEET 1 OF 1 REVISION DATE
20L04
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HALF PLAN
NOTESI
1. THIS ITEM MAY W PRECAST OR CAST IN PLACE, NOTES,
2. 0011101 TO BE CLASS A3 IF CAST IN PLACE, L THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
WOO PSI IF PRECAST,
2' 3, 0()MBINATION CURB A. OUTTIER HAVING A RADIUS 440000 PSI F PRECAST.6 AS F CAST IN PLACE,
}`
OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL 1_
BI- PAA FOR AS RADIAL COMBINA710N OURS W S. CURB HAVRJ R RADIUS OF 380 FEET OR LESS I I GUTTEIR. (ALONG FACE OF CURB) WLL BE PAD FOR AS
UuD�C 2z��po 0ppp �AI�AL CURB,
4• p1AAII AE NA'r' R T 1FTOMEN R D 4, THE DEPTH OF CURB MAY FfOUCE S MUCH se' s
CON,q� AND O ��R AgUCTEO �19 3" 4tb" TDIE+PTHIC9RRC INC I:D A3 h AS ►.'� O.r
OIJA% ANO T T Ii E I^t D WY L CAA DER T1ET8 OF .A
e•, a'
PAVEMENT, 811 RHOWN. ! A'' ►,R
THE
b, AI-LCWAA E CRITERIA FOR THE USE OF CC 7 IS BASED OC�E E 15 T BE MADE yea . 'A -
CRT ,
OIN ROAD�AY CLASSFICATON AND DESIGN SPEED F R AN INEA"SSE IN DEPTH•
All SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN VC-2 S �{ U7�RE �{Q µ�{ '
MANUAL Ng THE SECTION ON
qq LRBANpp��QBNNSTAN��D��ARD& AP tl A > VDCT ROAD YD�IG) 4mm oLr i%1 � p� a A
6. tSARpR�IER7MEU�R® THEE TRAN31t10NEI�ITOIBECMADEBT4?HN ADD •
N THE SECTION ON 06 URBAN ST ARCS, ' e •', ' a'
ISEOl1LAR OPE15, IN STANDARDS CAN BE MADE AT >.� i�,� •• A
'A ,e•
7.WAIFJA O018RNATION MOUNTABIJE CURB my OurTm is
11t3ED THE STANO ENTRIYAOE GUTTERS OR STANDARD a •' ' a '
dDNNE0IION FORDARRSTMT MRSECT04 ARE TO HAVE �}• . i' . A
Tlf MOWYTABLE CURB CCIIF101r 71CN INICORPDRArED,
rrSol RaD$IS
COMBINATION 4" CURB AND GUTTER
VIRGINIA DEPARTMENT OF tRANISIORTAT101A
REREFERENCE"
10t
502
IAHCE
— — —
i OF AN — — — —N Li AN
A"
ACCESS
DINT
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ACCESS ROUTE I — — — —IF L
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PEDESTRIAN ACCESS ROUTE DETAILS WITH &
WITHOUT UPAVED SPACE
ADOITOAAL RIOHT-OF•WAY IS REOURED IF THE LIMITS f•3"
OF PEMSTR14N ACCESS ROUTE. EXTEND BEYOND EXISTING
'WAY..lr 1
OR PROPD9lC VODT R G11i
UNOBSTR C•SD i�RE,UFIIEISi1 AND SLPAR:818TIAN US s, • s,
FI
PATH =NIECii ALL A:CESSIBLE ELEMEN-S OF A
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FACIL TY THAT CAN SE APPROA""IED, ENTERED AND • 1. >
USED BY PEDESTRIANS.
• e ,
0 IF PEDESTRIAN ACCESS ROUTE& 9 ARE BEING e • ■ , T. ■ ...
$
RREECURED WITH A MAX,, 3K CROSS SLOPE. SECTION B-B
WHEN USED IN CCMJJNCTON WITH STANDARD
HE "IS
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SLOPE
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BUILT CONCURRENTLY x X x 3 9 MAXIMUM DECREASE N SLOPE FOR F11i & INTERVAL AND
B % MAXIMUIN DECRErIlE FOR' SUCCEEDING MINIMUM W' INTERVALS • �e ■4o .m.0..
SECTION A -A
SECTION D-D
ROAD AND@n03�E STANDARDSSTANDARO ENTRANCE GUTTER � FE ► �"
SHEET I OF MVIS104 DATE 502
203:]3 07I15 VIR?I+aA '•i IARTi4rNT TPiANSPORTAT10N
b SURF)
bi
+e' ►A • ;A' • BASE
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ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
STANDARD B" CURB
SBS VIRDINIA DEPARTMENT OF TRANSPOIRTATON
R
00-2
0
BUMABE
ROAD AND BRIDGE STANDARDS
REVIMON DATE SHEET 1 OF 1
201.01
NOTE( COMO7NENTS OF CURB RAMPS CONSIST OF THE •OLLDW'NGj
HYDRAULIC CEMENT SIOEWA.K (DEPTH M INCHES AREA IN SQUARE YARDS:
REQUIRED 14 FEET)
GENERAL
NOTES`
CURB *HEN (CO-2 OR CO-3 LNEAf�
Oli TABLE WARVNG li.RFACE (AREA IV sgUARE YARDS)
THE DETECTABLE WARANG SI-ALL BE PROVIDED BY TRU`oCATEO DOVES,
EACH OF THE ABOVE ITEMS IS A 9EPARa-E 'A TEN AND 9431.1_D
2,
DETECTABLE WARNING SHALL CE FROM THE MATERIAL$ APPROVED LIST FCR
BE SJMMAARED FOR EACH CURB OUT RAMP.
DETECTABLE ;YARNING SUFACES. PRODUCTS NOT LISTEC SHALL MEET
$ICE+NALK—I TRAMP 121 VAX
TI-E REQUIREMEI OF THE IPEZAg.L�PRD'•1191ON FOR C0S 2 DETECTABLE
S1PECI4L DEl 1lECTICN FOR Pi9'vx�?ED "Q THE STANDARDS AND
,
3'
B S CIF CUMBE TRJCTON
FLOOR O5015
WIITH REOJIREO
L
PE'RW(3SBLE4CMIJONTI BARS,
RAMP FLOOR PRECAST MLST BE PROVDEC FOR DC'AT:L BARS SD
S
4.
IF 13 HOLES
THAT ADJONNO FLARED SID�8 CAN SE CAST N 2LACE AFTER PLACIEENT OF
PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4,
TYPE A
S,
REQUIRED BARS ARE TO BE NO,a X I" PLACED TCENTER TO CEWER ALON3
Q TH fS_QF TFE.R ItAP FLOCK, MD -DEPTH OF RAMP FLOOR, L*1MUM
ee NC4s sxVER I'I="•
PERPENDICULAR
S.
CUM 1 CURB AND GUTTER SLDDE TRANSITONS ADJACENT TO C.AB RAMPS
ARE INCLLDEC I" PAYMENT FOR CURB / CURB .AYD GUTTER.
S'V-0
7,
CURB RAMPS ARE TO BE LOCA-ED AS SHOVON CN THE PLANS OR AS DIRECTED
-7•EY
'2r,;,VAX -^['
81 THE ENGINEER, ARE TO BE 3ROVDED .AT NTERSEZTICNS W-IEIREVER
AH ACO:BSIBLE ROUTE WITHIN -1•E RIGHT OF WAY OF A M13MWAY FA.1i
1211 I,
CROSSES A 0UR9 REOARO-ESS OF RI -ETHER SDEINA.X IS EXISTING. PROPOSED,
OR gWNNE>)�QISTENT, 7HE" MUST BE OCATE) WITHIN PIEDE37R�VN gC�RpO�SgS�WALKS
9 LDCATEDEhLNC9v�SiCLE IITOj-LEIIDE4 Eft IT AO LIM POLESAFIRE NOT
?YPE B
PARALLEL
H ORANTS DROP INLETS, ETC, ACCESSIB_� ROLTES PROVIDE A .AMTINUDUS
UNOBSTRU�.TrD S�T�ABr�LE, FIRM AND SLIP RESISTANT PATH CDNNerma AL.
Y?i�iS EBTLIQDESTRbiFIAIA FACT TY THAT CAN BE APPROACHED, mrew
S.
9��stRMg�AY BE RADIAL
RAMPSPLACEDT
HE NG IS 1T�INRTNAgNOLENTIgAL FETTI CROI �+�KDA48)
THAT THE SLOP: AT THE :rDNV-C IDV OF THE C� CPEFBNO I$
1
PERPENOCULAR -0 THE CURB, B,µrN
XCXC x� -
2.
T"PICAL CONCRETE SIDEWALK IS 4" *11 AMEN THE ENTRANCE RADACANNIOT
A OMUDDATE THE TURNNO REQUIREMENTS CF MTIOPATEC HEAVY TRUCK 4,
TRAFFC REF:R TO STANDARD CO.11 COMrERCUA- ENTRA�E (HEAVY
TRUCK TWFIC) FOR CONCRs-E DEPTH,
Al' �^ NF,HER THAN
ED D* PA'dEM.
'0.
WHEN :.LAB RAMPS ARE USED N =WLNCION 40171- A SHARED USE PATH,
AT * X(, SAME AS 7OP OF CUR3
THE MNNLM WCTH !HALL BE THE WIDTH OF THE S- 11i LSE PATH
11,
WHEN Oft C_41R� pE F T'A'^. 1 IAOONAL),
TYPE C
NNFb SRAWHIi EPRPpOoRqMD
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PARALLEL &PERPENDICULAR
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TRUNCATED COVE
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g� �p p
CUR3 ENT'R�E9UDR 9TREET'119VECTI4"6 CTP9LEF
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AT TILE D'7
NARNNG SURFA ;E SHALL HAVE A FACTCRY RADIUS OR BE FIELD
p G C 0
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SPECIFICATION
REFERENCE
ROAD
AMC BRCOE $TANDAIIC$
(GENERAL NOTES)
VIIIIIi DEPARTMENT OF TRA43POR-ATMN
fDS
632
SHEET 'DE]4
REVISION DATE
07/18
203.08
cc -a
NOTES,
1, THIS ITEM MAY BE PRECAST OR CART IN PLACE•
2. 2MV,FrUS&3 A,3 TIFF CAST IN PLACE,
3.N� 0 C P�ON I<PDIE�A+� RADAL CVt,�Ul)
l��TTER.
4 F WiT OPEN
o pWRALLIF TOT 1k.4pF
AS
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THE P ENT.
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Im
ON OS I,Fi 3TARDARD9, C
DF TREECWNNTRACTCR
t COMBINATION 6" CURB AND GUTTER
XIB
802 VIROINIA DEPARTMENT OF TRANSPORTATION
CO.12
e8 DOWELS, S" LONG
AT 12' C •C J
jrB' 1 .11 MAX u' I
L � �j
PE�NTRMsIBSOL E
JOITRUCTION
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,asc ••o�u• A , •xc r.,or.o..
i TRUNCATED DOMES
BEE SHIM' I OF S FOR DETAILS
•• I
WAXE
FAD L
CF RO U MA++ OURS
BACK OF CURB
2"' 1 Ala ,
21 SECTION A -A
PERMISSIBLE '
2NTRUCTON
,IS
SECTION B-E
NOTES, FCR 3ENERAL NOTES ON THE OETECTABLE ,4AbJN3 SURFACE,
SEE SHEET 'OF S,
THE REQUIRED LENGTH OF A PARALLEL RAMP
p�y�_OPLL1 ITED TO 18 FELT,,REGARDLESS
GARDLESS OF THE
S..
1'YP PARALLEL
P LICATiON
R A:"ie4'f SPADE
k� PERCENT
I.4NFALRr r4,10 LENGTH
IN 7EET
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S" CURS
4
1
S
7
.2
S
5
.4
S
12
J
1
$
14
3
RDA] AND BRIDGE STANDARD'S
SHEET 3 OF S REVISICA DATE
203,07 47/18
WITH BUFFER STRIP
II CROSSWALK II
TYPICAL PLACEMENT
AT INTERSECTION
FLOOM 0111 x, WITHIN CROSSWALK
li
THE BOTTOM OF THE CURB AND
CLUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBBASE ODURSES PROVIDED A
MINIMUM DEPTH OF 7"
IS MAINTAINED.
y VA
WITHOUT BUFFER STRIP
CROS WALK I
1 i +1 UA1I"
AREA
WITH BUFFER STRIP OVA,
cRcsi
CO-12 DETECTABLE WARNING SURFACE
TYPE B (PARALLEL) APPLICATION
VIRUNA DEPARII,REVT or -RANSPORTATION
PLAN
1 j/4" DEEP CONTRACTION/SCORE
JOINT, SPACED EVERY 5' O.C.; TYP
X X - X X X°-•.X ..—IX
ii; M.110, mi ow"pulo
SECTION
ROAD AND ISRIDOE STANDARDS
REAMN DATE S1-11i I OF 1
201.03
a3. wr it KarXl9
+Ji-JiIL—pX'BAL
DIAGONAL PLACEMENT
l Y NAl
SPE F CAT ON
REFERENCE
t07
C:"D""ISION JOINT
)OTH TROWELED EDGE;
SAL
:D BROOM FINISH; TYP.
r �rxi 1_NDICULAR TO DIRECTION
OF TRAVEL
Y2" EXPANSION JOINT W/ j/2" RECESSED
BACKER ROD AND CAULK, SPACED
EVERY 25 (MIN) O.C.; TYP.
3000 PSI CONCRETE AT 28
DAYS, AIR -ENTRAINED
WWF 6" X 6" W1.4 X W1.4 W/ 2"
MIN. COVER
COMPACTED VDOT #21A STONE
BASE
95% COMPACTED SUBGRADE
CONCRETE SIDEWALK- BROOM FINISH WITH
TOOLED EDGES
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
\T H OF l'/
Alan G. Franklin
Lic. No. 35326 W
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III
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427 Cranberry Lane Crozet, VA 22932
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427 Cranberry Lane Crozet, VA 22932
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Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
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Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
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Alan G. Franklin
Lic. No. 35326 W
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ISSUED: 04-24-18
SCALE: lit = 20'
REVISIONS:
SHEET
OF 68
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/
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TMP 79D-12
R. GREGORY MAGRUDER
RESIDENTIAL
D8. 368, P. 175
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DB. 368, P. 175
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DB. 368, P. 175
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0 10, 20'
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Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
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SCALE: 1" = 20'
REVISIONS:
SHEET
OF 68
MATCHLINE - SEE SH ET 10 �� y % /� \ MATCHL/gE SE SHEET 14//
\ LOT 1-35
' ' V �\ ♦ / 9,150 SF
_CK, VDOT ST . // ON -STREET PARKING ZONE* \ G-6, T P
w 10 20 40 80 EXCEPT WHERE BLOCKING
\ / A
W 0 DRIVEWAY
/ \ \
(nuj
Lu
U) \ PG �/ ' \\ ' ♦ /
�-42 / � / co /
W _ \ O OP• \ � � � Q ll _ I
TMP 79D 15 5� 8,157 SF \ i o w LOT 134 � /
zR. GREGORY MAGRUDER \ SINGLE FAMILY DETACHED �OP,G�' \\ / \ ♦` ♦ \ �M o ll 7,932 SF \ J
RESIDENCE W/ 2 CAR GARAG ;J D 5� \ + W N�
RESIDENTIAL 2 APRON SPACES, TYP. / co
ar- _ _ /
DB. 368 P. 175 \ // \ `♦ ` \ 'gTA 16+43.49 MOOSE LANE
\ / \ \ ♦ STA1-5 7W4 MEANDER WAY75
65
♦♦♦ _ �RONTSET /N
i � % � /\\ / � � � ♦ ` Amommom
CK, TYP. 1
\�✓/ \ � / � � 4 35 R O
LOT 1-43 \\ e. 5' - / / +
\ 10,154SF
_
NOTE: - �\ / \ \ '90, ♦ (200 ADT� _ iP-s l 1
PRIVATE ROADS/ALLEYS SHALL BE DEDICATED TO AND
MAINTAINED BY THE HOA. NO PUBLIC AGENCY, INCLUDING VDOT
OR THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR \ / / / ♦ (PUBLIC. 00
2 l
MAINTAINING THE PRIVATE ROADS/ALLEYS. / / MPH 60'
\ / , / \ / R.O." . N42-01'20"W
117 6ll
- /
STREAM
BLOCK G \ LOT 1-44 \ I /
TOWNHOUSES W/ 8,722 SF /� / \ \ \ _ 5
CONGREGATE PARKING / \ \\ \ / / / / 4' I
/
BLOCK I \ , \ '� ,\ % _ - STOP /
AMENITY
SPACE � \ �
N \ \ LOT I-45 \ I\ I 1
7,396 SF / ll '1 VDOT STD. CG-
HC-RAMP, TYP =I /
�� 1 ___ __ �I
LOT 146 ll 1 II _ w o /
+ /
J TYP \ 7,913 SF Z ►�
�/ 11 ll
0
NI cy)
1 900 SF �_ ��RE T / II LOT 147 \ I CID/
LOTG 17 U 1 TYP _ \ \ ' ll 7,913 SF z, V /
1,900 SFLOT G-1 II ll ' ll I
2,991 S8
2m Q ' I / D TSTLu
I 1
/co -
LOT G-19 / \ 1 G 6 TYP ' I �/
' 2,991 SF LOT G-20 / TYP II I -. Z
' I 1900 SF / - I =
140 4Q/�ci LOT G-21 / II
ko / FR1,900 SF
N O LOT GSF / \ O W
VDOT STD. CO
DRY GUTTR , / 1,900 SF LOT G-23 _ _ 1 ' �J '
I, ) 1 1 1,900 SF LOT G- 4 1 I Oco
_D /
3,466 F LOT G-42 _ I 0 /
42.3' 3,466 SF
• ENITY 1 1 '
TYP /
ACE 1 ETggC I
5
FR \_ _
I
13+0p
I_ *Wa 5'R, TYPE
_VD(�T STI
4' CG-12
PAL, TYP g, HC-RAMP
�,PI�L TYP �Y
5. '
W-1
1 IBgCK, y
134'
N41-24"I (200 ADT 14 P
334 13' � Cia T7'n' ) ACES @ 9'
�'1 c; ' I ^12+00
(PRIV O V
ATE. 20A4_
30' ACCCtS-S-__ _
EASEMENT
TYP�T
\ 1 l 1 TYP CG-12
HC-RAM
/ VDOT ST .
5'
- CG-6, TYP / 1 4' 14 PS CES 9,
LOT G 33 J ; � 5.5'
1,900 SF
a"
a 15, FRO 1
\
LOT G-34 U 42.3' '� CK TYP.
2,991 SF m ' U TYP / \
w
r- OT G-35LOT_ \
I Q co 2,991 SF 1 900 SF I 900 SF I
LOT G-38 I I
I 1,900 SF 1 900 -3
SF LOT G-40 /
X� 20 140' 3,418 SF LOT G-41
TYP �,Y 3,418 SF
I _ 1
OR
BACK yP �
AMENITY
SPACE
STREAM
ON -STREET PARKING ZONE* I /
*EXCEPT WHERE BLOCKING I /
ON -STREET PARKING ZONE c I Y ll DRIVEWI
*EXCEPT WHERE BLOCKING
ll w
LOT I-1 ll W LOT I-2 II 1 ll ll
II 6,825 SF o o ll II �I 1
6,825 SF ll ll
ll ll I I
5'R \ 1\ 'I ll ll LOT 1-3 II 1 1 I
T 11+ 0 \ l \ \ 11 1 11 7,850 SF
P _I 1 V
ll S A. 1 +23.49 MOOSE LANE = I 1' 5' W
I '
S A. +88.87 LAZY - f I LANE ® _ ' C/)
1 ll 6.5'
1
/ I � I ' ►-
w
10, Co
07 L STOP
SPEED �CK IGN LIMIT SIW
GNp� ----------- VDOT STD.
STO \ \\\ \\\ \ _ _ CG-6, TYP VDOT STD. CG-1 J
SIGN i 17+p0 \ \\\ _ _ _ -RAM f I �t V
+ \_- I - \ \L 16+0p _
VDOT STD. CG-12 - - - - - - 25'g - - - - - _ ��_ \ \\\ 35'R I <
I
HC-RAMP, TYP 25'R ---�-rt\--------\\\--- --- 1---- - �' tNP� 5, /
SPEED T LIpLE$- _ \ \\ \ (650 qD
LIMIT SIGN � \\�---\�\-\ _ T-,) --------------------------- -- - 6. _- I
o I
hI4�p1 -- 15+0p ---_ ,
3 9 81, I I
A y
N �I
,�. NCH LANE
_ I
R. .
ON -STREET PARKING ZONE*
*EXCEPT WHERE BLOCKING _ 6.5' _
cy/ / DRIVEWAY _
STREET ON -STREET PARKING ZONE* _
/ *EXCEPT WHERE BLOCKING
NAME SIGN DRIVEWAY
AMENITY _
SPACE ! '
STA. 10+00.00 CATTAIL COURT
/ STA. 17+59.80 LAZY BRANCH LANE ll VOT STD. STREET
ll \ G-9B TYP / NAME SIGN _
14' S�
/ II 1 1 'I 11 ET BgCK YP
/ ll LOT J-34 ll ll all 1
6,856 SF II II LOT J-35
6,856 SF ll w ' Q II LOT J-36 a'
W w 11 6,856 SF II 1 11 I
ll � � Y _I
�; o ill 11cz
0 co11 �' m 11 LOT J-37
LIJ w
6,856 SF
/
\ J
� : 19+26 13
6 TOWNHOUSES W/
R G RAGE & a
RKI ON
00 /
1 5, / Z co /
5 /
r-
R. .W� .5' 1 /
I 0' RED-TBgC ham''/ Q / WETLAND
I
0 2,581 SF
LOT F-8
1,640 SF LOT F-9 /
1,640 SF AMENITYLOT F-10
1,640 SF 1 T -1 / CO/ SPACE
/ , / STREAM
STREAM
I\
WPO STREAM BUFFER '
PARK
TO BE DEDICATED TO THE COUNTY OF ALBEMARLE '
FOR PUBLIC USE AS A PUBLIC PARK
BLOC J
' ♦
SETBgCK
1'yP
wool
MATCHLINE - SEE SHEET 16
p"Elom"'.
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
H OF 'V:
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v
Alan G. Franklin
Lic. No. 35326 w
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ISSUED: 04-24-18
SCALE: 1" = 20'
REVISIONS:
SHEET
OF 68
1 _ ij
LOT 1-10
6,853 SF
STREAM
/ SINGLE FAMILY DETACHED
_ RESIDENCE W/ 2 CAR GARAGE AND
1
— 2 APRON SPACES, TYP.
1 � �
1 I ON -STREET PARKING
EXCEPT WHERE BLOCKING
/— — — D- - Y 11
_I LOT 1-9 ll
/ / 1 6,824 SF \
/ I
1 / ij
_6
a LOT 1-8
6,830 SF
U llQ
F-
i- — BScLL
1
O — U
_
1 'C/)
STREET W
/ LNWE SIGN LOT 1-7 0
6,825 SF
AMENITY
\ SPACE
_
1 -
i
L
_ — LOT I-6
—�—� 6,825 SF
11 �
ll
�_ ll
1 � �
/1
L _ LOT 1-5
6,825 SF
11
M / ll
1/
W-
W _
W
ll ��
W ll 11
Z
ll ll STREAM CID,
N
LOT 1-4 \ N
Q'1 7,850 SF m
1
� a
1 Q/
- MATCHLINE -SEE SHEET 11
1 Q / — —
/ O
►� a / — 0 0' 20' 40' 80'
LOT 1-69 AMENITY
6,856 SF SPACE
co
/0 \
Z /,
*' '' � r
� W _ _ � � �/ SINGLE FAMILY DETACHED
o Y RESIDENCE W/ 2 CAR GARAGE AND \ \
co
2 APRON SPACES, TYP.Lu
to 00
-
o
/ CO 0)
0 _.
/ `` f
.5' / = LOT 1-70 w \
/ 29, 8,181 SF \ `ID
6& 6.5'5'
4
R.O.W. .1=
1
It 1
�1
1 1
I 1 PC ' 13+7
1 9• 15
cb I
T 1
11
1 1 VDo STD. LOT 1-71
I
1 1 CG-9 19,847 SF
I / / 40P
LOT 1-72 �\
9,847 SF 1 1
1
TMP 80 55B
DARRELL /
ULLERY '
\ �I 0 i RESIDENTIAL
\ I i DB. 2478, P. 535
I
\ 1 V LOT 173 \
\ 1 \ 6,000 SF '
SPED
o \ LIMIT SIGN // STA. 16+44.57 MOSSY ROCK RD =
STA. 10+00.00 LAZY BRANCH LN '
\ LOT 1-
74
I 5,987 SF \\
35'R
/ N
1 STREFY% �
11 okoo \ \
f .�
hrR=SET o- I �o \\� LOT J-57 \ -o
5' 1 2 \/ 5,656 SF
1
SPEE
LIMIT SIGN
STOP
6`_ SIGN
13+00 VA
O.W. � � � J�_ �`�\ ♦ TMP 80 55
25MP i GERALD
,. \\\ ~\ '� PZ'� \ � pal � \ \\ HUGHES
_ _ \ \\\ \\\ \ �.� ,��p P� � 6' — \ � LOT J- 56 \\
\\ \ � � 5,167 SF
\ RESIDENTIAL
_ 12+00\ \\\ \\\ \ 5' \ o \ \ * \ DB. 739, P. 579
35 R TREET PARKING ZONE �-
\\\ 1' '� \ �EXC T WHERE BLOCKING
\ \\\\ \% \\ ' �'' VDOT �RI AY
HCRA/� MP, TYP \\ �
\\ \ \\ SPEE
% \ P LIMIT SIGN
� - - \ \\\ \ ' - ads �� ' � \ �� �-�c� ♦
ON -STREET PARKING ZON * \\
NT SE \ % *EXCEPT WHERE BLOCKING
p DRIVEWAY \ \ 5' 4' LOT J-55 \\
� \\ LOT J-39 \ \ 6 ' \ 6.5' \ 5,157 SF
ll II l7,153 SF
5 6.5'
ll I Y ll %s� � / 44
ll Q LOT J- 8 ��
m /I 3 VDOT S
6,857 SF _ / Po C YP
100,
\ LOT J-54
cp �i \\Ir5,148 SF \
1 Po sTREAM \ LOT J-40 \ oo \\ \ \
l� \
�FF� \ 01� 5,940 SF00,
.100
Lp
L101REA I STREAM PARK \ \ �O / / / // \\ �0 \ �
R—BgCK T I TO BE DEDICATED THE COUNTY OF ALBEMARLE
N \ �
J I FOR PUBLIG:USE AS A PUBLIC PARK \ / .0,
_ \ \ � % v0 \ \ \ j LOT J-53 \
� waft I I \ 1-1\ \\ \ 5,138 SF \
MATCHLIN - SEE SHEET 17 \ \
ON -STREET PARKING
*EXCEPT WHERE BLC
DRIVEWAY
ING
O
►Ian Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
H OF'
v
Alan G. Franklin
Lic. No. 35326 w
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ISSUED: 04-24-18
SCALE: 1" = 20'
REVISIONS:
SHEET
OF 68
/MATCHLIICIE - EE S T 12 2,581 SF LOT F-8 / - _TYP / N // _
MATCHLINE - SEE SHEET 14
I i 1,640 SF LOT F 9 I LOT F-11
1,640 SF LOT 1 640 SF1,640 SF S AMENITYO / / LOT / Fz
l 2,581 Y
Z / SPACE
v 4 0 0' 20' 40' 80'
- I l 42.3' // STREAM
w
/ co 1' /
_ `O TSET I 5 6.� / / SPEED
C I _ LIMIT SIGN `
22+p0�® 1 10' 6.5'
/sr /
35'R / R.C.W. /5,
5,
6.5'
V'LLAGE
PgRK
I LIC.25Mp 01z�
/ 61
R.O. . �� / PLAYGROUND
36' / `
--- - / ® 2 +�0 /
6.5' / o I **40* C4
\ - I ftftnow mm W
LLJ
U)
W
STOP / /LU
U)\ \ SIGN / /
35'R I / STREET _ LLJI
=Z
II VDOT STD. CG-12 I / M NAME SIGN
\ HC-RAMP, TYP
n ar/^ Q / STA. 20+99.66 LAZY BRA CH LA \ \
v / I z� P. J / STA. 24+3 .33 VILLAGE ARK AVE c� � ,
\ Q`
II VDOT ST I X VDOT ST . CG-12 ,
CG-6, TIP I Z/ V HC-RAM , TYP \ \
\ �✓ Z � TRAIL
I _ Q \ ,
ct TENNIS
O
1 , r \ \
I J '
LLl / Iil I / R.Q.W. 6.5' 5,co CO
\ \
Ljj z J`
a / / N
PAVILION \ `
BLOCK D
/ AREA RESERVED FOR p /
NON-RESIDENTIAL/MIXED USE DEVELOPMENT
LLl (20,000 SF MIN.)Lij
CO / vl
wl / \
/ \\
/ D°
RESTROO 1 I
I / NI /
' D °
/ I / GREEN
j / D
Q ON -STREET PARKING ZONE* /
\ *EXCEPT WHERE BLOCKING / I / PARK
I VILLA/TOWNHOUSE W/ 2 CAR GARAGE DRIVEWAY d / D P TO BE DEDICATED TO THE COUNTY OF ALBEMARLE
I AND 2 APRON SPACES, TYP. I� ry FOR PUBLIC USE AS A PUBLIC PARK
WPO STREAM / \
PLAYFIELD BUFFER '
° D
I /
°
_ \ D
PAVILION D
4' VDOTSTD. CG-12 / / �� I I AMENITY
5, H�-CAMP, TY // I SPACE
6.5'WETLAND v
35'R / I / VDOT STD. CG-12 D I
HC- P, TYP ' 1
l; 6+00
R.O.. TEgM l \
(PUeLlc: R l l
/ \
25
/+0p I / STREET
6.5' NAME SIGN
5' / / , \
l I TENNIS \ /
\ \ /
RON-TBAC STOP N /
' K� SIGN
63
� 35'R
/ ry �SPE / X
(�� 45, LIMI SIGN /
LOT H-1
5,605 SF
STA. 23+79. 6 LAZY RANCH LANE=
U
IT2 ' I / STA. 20+30.68 STEA ER DR / I
_ I N
/ IN / x
W 40 18' t o
/ ` /
LOT H-2 TYP i� N x
/ BASKETBALL / /
4,400 SF
/ Im
160' /
i a N WETLANDLN
/ x
w
BLOCK H
LOT H-3 5 6.5'
4,400 SF/-/� x
R. W. / 6.5' 5'
a I / VDOT STD.
CG-6, TYP
/ VDOT STD. / j / j X I x
LOT H-4 PC 25+57 I / CG-913, TYP STREAM
5,079 SF
/ - DOG PARK \
5" SIpE SET
BqC
z + '
V
ON -STREET PARKING ZONE*
*EXCEPT WHERE BLOCKING
DRIVEWAY ! MATCHLINE - SEE SHEET 18
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
H OF
v
Alan G. Franklin
Lic. No. 35326 w
FSS / O v
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ISSUED: 04-24-18
SCALE: 1" = 20'
REVISIONS:
SHEET
OF 68
LO
Lu
LLJ
LLJ
LLI
U)
Lu
z
12
Q
MATCHLINt'- SEE SHEET 15LOT J-41
5,940 SF \ (S" A \ \ V \
V
0 10, 20' 40' 80'
AMENITY
I SPACE \ \\ \ 00\\� ` ASPACEY
\ ` LOT J-42 �\ ® ® TMP 80-55
6,490 SF I I \ GERALD HUGHES
�� �/ / / \ / \dam`\ ♦ RESIDENTIAL
\ / / / cw \ o \ /� ♦ DB. 739, �D 579
VDOT STD.
CG-9B, TYP
\ ` WPO STREAM -'\ -o \ VDOT STD. LOT J-52
\ / \ S �� \ i CG-6, TYP BUFFER / 5,121 SF ♦
\ ......... \ \�
\ LOT J-43
� \ 6,490 SF � �
1 TRAIL ' \\ \ \� \ j SINGLE FAMILY DETACHED
`9cp \ \/ / o ♦ RESIDENCE W/ 2 CAR GARAGE AND
2 APRON SPACES TYP.
0 LOT J-51 _
000. \ 5'4 \ 5112SF o
\ i \ R. W. 6.5' \ �O / \
` \ LOT J 44 \ 6.5
/ 5,940 SF✓\\ 4' S'
LOT J-50
�o \ 5,102 SF
/ LOT J-45
/
6,490 SF \ \ \ \
LOT J-49
5,093 SF
"-'TREET PARKING ZONE
EXCEPT WHERE BLOCKING
DRIVEWAY
BLOCK J LOT J 46 ,
— — — \ 7,040 S\ \ \
,
\ / \ 35 R
STREAM
PARK
TO BE DEDICATED TO THE COUNTY OF ALBEMARLE
FOR PUBLIC USE AS A PUBLIC PARK
\ Jr
\/ 00
LOT J-47
` 6,490 SF
STREAM
' LOT J-48 \
\ 5,529 SF
STREAM
STREAM WPO STREAM
BUFFER
WETLAND \ STA. 22+60.30; 33.50' LEFT =
\+\ \ \ CENTER OF CUL DE SAC
--- — \ \ TRAIL ` / MOSSY ROCK ROAD
-f-
\ VDOT STD.
CG-6, TYP
`,
/ \ /
X I \ \ AMENITY
I\ / SPACE ` ,
TMP 80-55
+ I I \ WILL IAM CATON
RESIDENTIAL
000 DB. 2701, P. 749
000 000/ DB. 1712, P. 589
0*0
k / WPO STREAM \ ` PARK
BUFFER � ✓ ,
000 I TO BE DEDICATED TO THE COUNTY OF ALBEMARLE
X / / *100 \ 1 FOR PUBLIC USE AS A PUBLIC PARK0100 \ `
WETLAND `
X ' ` �—STREAM
i MATCHLINE - SEE SHEET 19
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
aian@aianfrankiinpe.com
\_T H OF �/
v
Alan G. Franklin
Lic. No. 35326 W
O �v
2
FSS / ON A U
ISSUED: 04-24-18
SCALE: lit = 20'
REVISIONS:
SHEET
OF 68
STREAM
AMENITY
SPACE
i
/\—TRAIL
20'
�Q.
O�
63' 45' LOT J-17,408 SF
I I MATCHLINE - SEE SHEET 16 _
I o WPO STREAM 1
0 BUFFER A
N WETLAND k
+
STREAM
x
1 / x
BLOCK J
AMENITY DOG PARK
1 1 `
\ I SPACE
\ I \ \ TRAIL
\ VILLA/TOWNHOUSE W/ 2 CAR \ \ f
GARAGE AND 2 APRON SPACES,
TYP. f
+\ PARK ' s
`00 -� \ 1 \ +\ TO BE DEDICATED TO THE COUNTY OF ALBEMARLE
FOR PUBLIC USE AS A PUBLIC PARK
Q C
10,
LOT J-33 \ `� X X _ X
< 101 �` 5,060 SF / / \ _ _ X—X—Xx x—x—x�
10, /
`� ♦ / LOT J-32—
s� tax 4,400 SF w
20.5' 18' �tiT ` % � oo / V� / �Q• / RFgR e W
y ` 4' VDO STD. / �� / qC/� Ty 2
CG-6, TYP LOT J-31 ` / V� A
5,060 SF Lu
LLI
ON -STREET PARKING ZON '
/ VDOT \60 \ ` 70,FR / *EXCEPT WHERE BLOCKING / W
6.G 9B, TYP DRIVEWAY Z
R.O.
WETLAND / J
Vt2gsFTe k / � LOT J-30 =
18
TYP o 5,060 SF STREAM V
29x
LOT J-3
6,078 SF �� / �m� / 6.5' ` ,! / LOT J-29
/ 1 \ / 4,400 SF /
LOT J-4 NT i (2
63' 45, 5,472 SF / * k / 00 / LOT J-28
ZGCEPT
TREET PARKING ZONE Tp`q �5,060 SF WHERE BLOCKING 24 MIN !' ,p \ �
/ DRIVEWAY R,q ` O NITY
LOT J-5 (pie<�c �Cy S3 �'`nD 10 F �M SPACE
4,458 SF 0
, RQ�
VF33183,0 F FTegC /
VDOT� ` \
1�' LOT J-6 �
/ 40' 1 0' 4,400 SF CG-6, TYP
/ LOT J-7 v�
/ 51060 SF
/ �v
LOT J-8 \ SPEED
63' 45' 5,060 SF
LIMIT SIG
24' MIN
gyp / LOT J-9 / —
4,400 SF
TMP 79-25B
ROBERT LI VENGOOD / / - / 40' LOT J 10
RESIDENTIAL 1 0' 4,400 SF
�
DB. 575, P. 609 Q ��
i
i
i
i
i
i
TMP 79-25C
/ DANIS WILLIAMS
RESIDENTIAL
DB. 4207, P. 348
I/
18' / 18,
18.7'
l
LOT J-2
5,835 SF
120'
40'
01 s/
TggCK Typ
LOT J-11 v�
5,060 SF
� 24'
MIN
000000
WETLAND
0000 0°00
I 0 0 0°°° 0 0
00000
000000 00 O O
° 0 0 0 O
0000000000
000000000
00000
I 0 00000000 O
O
00 00000
Ooo
000000000
0 0000000
0 0 0 0° 000
I 00000000
000°0000
i 00 000Do
0 0 0 0 0 0 0
O 00 00
000°0Cc) 0
- 000
000000
0 0 0 0 0
<jOoo
AMENITY
SPACE
TMP 79-26
DONALD RIGGIN
RESIDENTIAL
DB. 1031, P. 209
IQ I I
LOT J-12 1
45'
o63' I 5,191 SF ; LOT J-13
�fll 4,329 SF
I �
0 10, 20'
1
LOT J-14 I
4,343 SF
40'
18'
LOT J-15
6,844 SF
I
1
/-1,0'REAR SETBACK, � TYP
80'
1111111
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
aian@aianfrankiinpe.com
H OF 'V:
�G) ,
Alan G. Franklin
Lic. No. 35326 w
o
LONAU
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LL
ISSUED: 04-24-18
SCALE: 1" = 20'
REVISIONS:
SHEET
OF 68
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45'
cn LOT J-27
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♦ 0 10' 20' 40' 80'
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Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
H OF
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Lic. No. 35326 w
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ISSUED: 04-24-18
SCALE: 1" = 20'
REVISIONS:
SHEET
PROPOSED
390
GRADE
390
380
380
370
370
360
360
3+00 2+00
1+00
0+00
1+00
2+00 3+00
SIGHT LINE PROFILE
- ROUTE 250/MOOSE
LANE
SCALE: 1 "=20' H; 1 "=10' V
390
390
380
380
370
370
360
360
7+00
6+00
5+00 4+00
390
390
380
380
370
370
360
360
4+00
5+00
6+00 7+00
f WEST
EAST
�-------------------------------------------GHTLIN�J-EF
IL
2��[1P13,1—
----------
----
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----
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3.5'
----
----
----
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-------
----
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665'SIGHTLINELEFT(25MPH)
--———
— — — —
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Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
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Alan G. Franklin
� Lic. No. 35326 W
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KEY
ISSUED:
SCALE:
REVISIONS:
SHEET
04-24-18
lit =20'
390
MN
W11
3+00 2+00 1+00 0+00 1+00
SIGHT LINE PROFILE - TERRAPIN TRACE/MOOSE LN (WEST SIDE)
SCALE: 1 "=20' H; 1 "=10' V
39C
WO
37C
36C
3+00 2+00 1+00 0+00 1+00
SIGHT LINE PROFILE - TERRAPIN TRACE/MOOSE LN (EAST SIDE)
SCALE: 1 "=20' H; 1 "=10' V
390
370
360
2+00
2+00
390
370
360
3+00
ISTING
,ADE
390
w
370
m
3+00
--_--- 3.5'TARGE
390
HT LINE RIGH (5 MPH)
280_SI �_----
BIUTTERFIELD CUL DE SA — — — — _
380
g"Z—7----------7--------------7-----280_SIGHTLI�ELEFT-5MPHL---�
3.5' ARGET ----------�----�----
ET
CREEKSIDE
DRIVE DECISION
POINT
-*- - - -L--
3.5'
PROPOSED
GRAD
3+00 2+00 1+00 0+00
SIGHT LINE PROFILE - MOSSY ROCK RD/TERRAPIN TRACE
SCALE: 1 "=20' H; 1 "=10' V
370
360
350
1 +00
2+00
370
•N
3+00
280' SIGHT L
25MPH)
3.5' TARGE
NE LEFT
— 25MIPH�_--
_---
CRESC
DECISION
NT AV
POINT
— — —
---------_
PROPOSE
GRADE
----
--280_SIG
TLINERIGH
3+00 2+00 1+00 0+00
SIGHT LINE PROFILE - MEANDER WAY/MOOSE LANE
SCALE: 1 "=20' H; 1 "=10' V
1 +00
2+00
.0
370
360
350
3+00
Jan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
o���PLT H
Alan G. Franklin
Lic. No. 35326 W
O �v
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KEY
ISSUED:
SCALE:
REVISIONS:
04-24-18
lit =20'
SHEET
OF 68
�70
370
--—
____----------
— 3.5'TARGE
,60
—
3.5' TARGET
— — — — — — — — — — — — — — — — ,— 280' SIG r L
--- -- - -- -
--TERRAPIN PA K—�
- - - - - - - - - - - - ---------- __
_ 2$O�ISHI IoJj�l� GHT�25 MPH _______
360
- ---- ---
3.5'
�50
350
IDECISIC
N POINT
PROPOSED
GRAD
40
340
3+00
2+00
1+00
0+00
1+00 2+00
3+00
SIGHT LINE PROFILE - MOOSE LANE/LAZY BRANCH LN
SCALE: 1 "=20' H; 1 "=10' V
7
370
BU ERFIELD STEAMER
9aQ' I IJNEL,EFL(Z5 PW — — — ——---------- — — —— ------------- ----
----- 280'SIGHTLNERIGHTL5 PHL---------- — — — ---- --------
--- — — — ---- -------
360
------------
---------- — — — — ---
3.5TARGET
3.5' TAR ET
CATTAIL
DECISION
POINT
350\—PROPOSED350
GRADEADE
340
340
3+00
2+00
1+00
0+00
1+00 2+00
3+00
SIGHT LINE PROFILE - CATTAIL COURT/LAZY BRANCH LN
SCALE: 1 "=20' H; 1 "=10' V
370
____
_---
370
CATTAIL STEAMER
' S QU LINE
IGHT�25 MPH
_ _ _ _ _
— _ _, _ _
— — — —
— — '— — —
— ____
3.5' TARGET
----
----------
----
----------
-- — ——
280'SIGHTLINE
RIGHT �25MPH)---
----------
----
---- — — —
----------
----
3.5'
ARGET
3.5'
360
360
PROPOSED
VILLAGE AV
GRAE
E
DECISION
POINT
350
350
340
340
3+00
2+00
1+00
0+00
1+00 2+00
3+00
SIGHT LINE PROFILE - VILLAGE PARK/LAZY BRANCH LN
SCALE: 1 "=20' H; 1 "=10' V
CATTAIL CUL DE SACS
370
---- -------------------------------------------
370
280�SIGLINERIGHT�25MP�----------------
HT _RIGhiT_(25
--- _
----
3•5
80_SIGHTLIN MPW
— — — —
— — — — ----- — ——
----
----- ---- ----
3.5' TA GET
:::7'�
PROPOSED
STEAMER D GRADE
13.55'TARGET
36
360
POINT
350
350
340
340
3+00
2+00
1+00
0+00
1+00 2+00
3+00
SIGHT LINE PROFILE - STEAMER DRIVE/LAZY BRANCH LN
SCALE: 1 "=20' H; 1 "=10' V
Jan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
P_T H OF I/
e4o�
c� v
Alan G. Franklin
Lic. No. 35326 W
O �v
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KEY
ISSUED: 04-24-18
SCALE: lit = 20'
REVISIONS:
SHEET
✓ V 1
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►Ian Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
Alan G. Franklin
Lic. No. 35326 w
v FSS / O
NAU
ISSUED: 04-24-18
SCALE: 1" = 20'
REVISIONS:
SHEET
------
380
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Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
Alan G. Franklin
Lic. No. 35326 w
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LONAU
F-'cl
ISSUED: 04-24-18
SCALE: 1" = 20'
REVISIONS:
SHEET
OF 68
BM SET/M/bN.
ELE"1.50 I 380
TW 372.00 \ \ / I 0 10' 20MP 4.70% 100, 200,
INV. 369.48 _ I
63.8 LF OF 15„ \ \ \ / / I \ I I I \ I \
INV. 3 6.44 I \
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1
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
H OF
Alan G. Franklin
Lic. No. 35326
FSS / O
NAU
ISSUED: 04-24-18
SCALE: 1" = 20'
REVISIONS:
SHEET
OF 68
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►Ian Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
o���PVT H
Alan G. Franklin
Lic. No. 35326 w
v FSS / ONAU
ISSUED: 04-24-18
SCALE: 1" = 20'
REVISIONS:
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Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
H OF -V:
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Alan G. Franklin
Lic. No. 35326 w
LONAU
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ISSUED: 04-24-18
SCALE: 1" = 20'
REVISIONS:
SHEET
OF 68
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2,581 SF
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Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
H OF V1
v
Alan G. Franklin
Lic. No. 35326 w
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ISSUED: 04-24-18
SCALE: 1" = 20'
REVISIONS:
SHEET
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32
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BLOCK
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to \
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54 000
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WITH CONCRETE OR MODULAR 0
BLOCK HEAD/WING WALLS 0/ /x
(8' SPAN X 4' RISE X 70'L) 0
SWM/BMP FACILITYINV. IN 349.00 MAINTENANCE O
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A�Loc(PUBLIC) �
-
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7,408 SF \/ / /
/ 363.50 � � � w � 5,060/SF � / / c�
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/ LLJ
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\ 1 `�., \ / EX. IF PRESENT X. 4 PVC \ 0 r O 0
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SPACE EASEMENT - ---- /
I I 0 10'� 20' 100' 200'
1
x
+
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
H
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Alan G. Franklin
Lic. No. 35326 w
LONAL
F-,cl
ISSUED: 04-24-18
SCALE: 1" = 20'
REVISIONS:
SHEET
OF 68
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FOP 1BL1 USE AS A PUBLIC PARK / / % / / STREAM
k / / ACSA SS MH /
/ / / SWM/BMP OPEN RivannaVil-1-1 \ \
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Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
T H OF -
�G.'
v
Alan G. Franklin
Lic. No. 35326 w
o =,
LONAL
ISSUED: 04-24-18
SCALE: 1" = 20'
REVISIONS:
SHEET
OF 68
►Ian Franklin PE, LLC
380
370
360
350
340
330
320
37
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370
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EX SANITARY SEWER 'A' PROFILE; STA. 30+20 - 32+80
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2. DIP SANITARY
MAINS TO
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3. HE MINIMUM VERTICAL
SEPARATION
BETWEEN SANITAR
MAINS ANDSTORM
DRAIN LANES SHALL BE
12".
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SEPARATION
BETWEEN SANITARN
MAINS AND WATER
MAINS WATERLINE 18".
5. MAINTAIN 3'MINIIMUM
COVER
OVER SEWER.
0
EXISTING GRADE
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PROPOSED GRADE
Q
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---------
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FM
MANUFACTURER:
STAINLESS,
LLC - (706) 636
1881
ITEM
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#: 59C-8
304/316
STAINLESS ST
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10+00
11 +00
SANITARY SEWER 'B' PROFILE; STA. 10+00 - 16+60
SCALE: 1 "=20' H; 1 "=10' V
12+00
13+00
d 11,
15+00
ME
370
360
350
340
330
320
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
T H OF
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Alan G. Franklin
Lic. No. 35326 W
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Z
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19+00
20+00
21 +00
22+00
23+00
24+00 25+00 26+00 27+00 28+00 29+00 30+00
SANITARY SEWER 'B' PROFILE; STA. 23+40 - 30+20
SCALE: 1 "=20' H; 1 "=10' V
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PROPOSED GRADE
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2. ALL ID
3. THE MINIMUM
4. THE MINIMUM
5. MAINTAIN
1TARY MAINSTO B
IP SANITARY MAINS TO BE P 01 DIP.
VERTICAL SEPARATION BETWEEN SANITARY MAINS AND STORm
VERTICAL SEPARATION BETWEEN SANITARY MAINS AND WATER
3' MINIMUM COVER OVER SEWER.
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390
370
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
\_T H OF �/
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Lic. No. 35326 W
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TO BE P401 DI
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3.
THE MINIMS
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B
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LINES SHALL
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4.
THE MINIM
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B
TWEEN SANITARY MAINS A D WATER MAINS
WATERLINE
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MAINTAIN
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EXISTING
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CQ
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PROPOSED
GRADE
----
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224.50LFOF8"PVC
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SCALE: 1 "=20' H; 1 "=10' V
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26 PVC PIPE.
1. ALL PVC
SANITARY
2. ALL DIP
SANITARY
MAINS TO BE P
01 DIP.
3. THE
MINIMUM VERTICAL
SEPARATION
BETWEEN
SANITARY MAINS
AND STORM DRAIN LINES
SHALL BE 12".
X
4. THE
MINIMUM VERTICAL
SEPARATION
BETWEEN
SANITARY MAINS
AND WATER MAINS WATERLINE
18".
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5. MAINTAIN
TMINIMLIM
COVER OVER
SEWER.
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17+00
SANITARY SEWER 'R' PROFILE; STA. 16+60 - END
SCALE: 1 "=20' H; 1 "=10' V
18+00
19+00
20+00
21+00
390
370
360
350
340
15+00
We
m
37
36
35
34
16+00
17+00
370
360
350
340
SAN. SEWER 'S' PROFILE; STA. 16+60 — END
SCALE: 1 "=20' H; 1 "=10' V
10+00 11+00 12+00 13+00 14+00 15+00 16+00
SANITARY SEWER'S' PROFILE; STA. 10+00 - 16+60
SCALE: 1 "=20' H; 1 "=10' V
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N0
t0
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Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
Alan G. Franklin
Lic. No. 35326 W
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04-24-18
lit =20'
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ALL PVC SANITARY MAINS TO BE SDR 26 PVC PIPE.
2.
ALL DIP SANITARY MAINS TO BE P401 DIP.
3.
THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AN
STORM DRAIN
LINES SHALL
BE 12".
Q
4.
THE MINIMUM VERTICAL SEPARATION BETWEEN SANITARY MAINS AND
WATER MAINS
WATERLINE
5.
MAINTAIN 3'MINIMUM COVER OVER SEWER.
EXISTING
GRADE—
PROPO
EDGRADE
---------
----
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----
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-----
1.1'
225.79LFOF8"PVC
1.81%
---
— —
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----------
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3.9'
1.1'
4.00%
---
207.98LFOF8"PVC
167.00 LF OF 8" PVC @ 1.08% s
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SANITARY SEWER 'T' PROFILE; STA. 10+00 - 16+60
SCALE: 1 "=20' H; 1 "=10' V
12+00
13+00
14+00
15+00
16+00
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VC SANITARY -N
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E.
2. ALL
DIP SANITARY MAINS TO BE
P401 DIP.
Q
3. THE
MINIMUM VERTICAL SEPARATION
BETWEE
N SANITARY MAINS
AND STORM DRAIN LINES
SHALL BE 12".
4. THE
MINIMUM VERTICAL SEPARATION
BETWEE
N SANITARY
AINS AND WATER MAINS WATERLINE
18".
X
5. MA
NTAIN 3' MINIMUM COVER OVER
SEWER.
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SANITARY SEWER 'T' PROFILE; STA. 16+60 - 23+40
SCALE: 1 "=20' H; 1 "=10' V
SCALE: 1 "=20' H; 1 "=10' V
19+00
20+00
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SANITARY SEWER'R4-1' PROFILE
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350
330
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350
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Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
LT H OF
v
Alan G. Franklin
Lic. No. 35326 W
O �v
T =
KEY
ISSUED:
SCALE:
REVISIONS:
v /
W
J
04-24-18
1"=20'
SHEET
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370
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350
330
10+00 11+00 12+00 13+00 14+00 15+00
WATERLINE 'W' (CATTAIL) PROFILE -; STA. 10+00 - 15+20
SCALE: 1 "=20' H; 1 "=10' V
M1
Lt •s
Me
MI
EXISTING
GRADE
PHASE
PROPOSED
GRAD
WATERLINE
(EXISTING
—___-
IIT
3.5'MIN.COVER
—�.2L—_—
----
---_
1 1 8" CLASS
52 DIP
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WATERLINE 'Y' (VILLAGE) PROFILE
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11 +00
12+00
370 380
360 370
350 360
340 350
380
370
360
350
340
330
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11 +00
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350
340
330
17+00
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350
Jan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
H
Alan G. Franklin
Lic. No. 35326 W
O �v
T =
FSS / ON A U
KEY
ISSUED:
SCALE:
REVISIONS:
SHEET
04-24-18
lit =20'
370
360
350
340
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3.5' MIN. COVER
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SCALE: 1 "=20' H; 1 "=10' V
12+00
13+00
14+00
15+00
16+00
7
SHALLOW
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UP TO
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RANGE)WARCH
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SHALLOW
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P TO 3' OF
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DE
MINIMUM
COVER TO
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PROPOSED GRADE
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CLEARANCE
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ATERLINE)
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WATERLINE 'X' (LAZY BRANCH) PROFILE; STA. 16+60 - 23+40
SCALE: 1 "=20' H; 1 "=10' V
19+00
20+00
21 +00
22+00
23+00
24+00 25+00 26+00 27+00 28+00 29+00 30+00
WATERLINE 'X' (LAZY BRANCH) PROFILE; STA. 23+40 - 30+20
SCALE: 1 "=20' H; 1 "=10' V
31+00 32+00 33+00 34+00 35+00 36+00
WATERLINE 'X' (LAZY BRANCH) PROFILE; STA. 30+20 - END
SCALE: 1 "=20' H; 1 "=10' V
370
360
350
340
330
3501
330
701
501
EI
301
Jan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
H
Alan G. Franklin
Of
Lic. No. 35326 W
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co
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04-24-18
1"=20'
SHEET
OF 68
FRAME & COVER
SEE FIG. S—I—D, E
STREET SURFACE OR
NON —PAVED AREA
SLOPED AREA
2'-0" RUBBER COATED STEEL STEPS
1'-0" MAX ;. CAST IN PLACE
�r
�i— PRECAST REINFORCED CONCRETE
SECTIONS WITH "0" RING SEALS
APPROVED EQUAL
S—O" MIN o
' THE DROP CONNECTION SHALL BE
DUCTILE IRON PIPE CLASS 50
+• 5" BACKFILLED IN 8" LAYERS AN
COMPACTED BY HAND TAMPERS OR
12 MIN BACKFILLED WITH SELF —COMPACTING
16" MAX STONE.
5"
MINIMUM ELEVATION DIFFERENCE
VARIE 12 MIN 12"MIN . ACROSS M.H. FROM INLET TO
OUTLET SHALL BE 0.20 FEET
►, , A FILLETED INVERT FOR A SMOOTH
TRANSITION OF FLOW BETWEEN
A , • l INLET & UULET PIPE SHALL BE
PROVIDED.
12
3/4 DIA OF LARGEST
PIPE IN MANHOLE
MIN. �6" BEDDING WITH NO. 68 STONE
NOTES:
1, BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON —EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
4• SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE
DESIGN ON SEWERS WITH STEEP SLOPES.
TYPICAL MANHOLE WITH DROP CONNECTION
N TS
FIG. S—I—C
TO-28
J
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" ; 1' MIN
2"
BRANCH
FLEXIBLE CONNECTION NOTE'
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
CONNECTION " BOOT "
fl INSTALLED
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE — IN
N TS
FIG, S-1—B
TD-27
EXISTING
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MECHANIC,
PIPE JOINT
r M�
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4 CL $ E $Li
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TYPICAL MANHOLE FRAME & COVER
mT.S
FIG S-1-D
TD-31
SEWER SERVICE LATERAL CONNECTION NOTES:
I. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE,
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2X
(1 /4" PER FOOT j
1
4, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
2' MIN
DIAMETER OF 4".
5, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
PLUG END OF —
MAIN LINE SERVICE LATERAL
SECTION
45'0'O"
IN LINE WYE—TEE
PLAN
VARIES
R
SEWER SERVICE LATERAL CONNECTION
MECHANICAL EXISTING
PIPE JOINT �\ GRADE
PIER SPACING
APPROX. 17' O.C.
S.S. AERIAL CROSSING - PIER/ANCHOR SPACING
N.T.S.
FIG. S-2
TD-33
FRAME & COVER
(SEE FIG. S—I—D,E)
SLOPED AREA
STREET SURFACE OR
NON —PAVED AREA
— �1'-0°' MAX
RUBBER COATED STEEL
STEPS CAST IN PLACE
3'-0" MIN
PRECAST REINFORCED
CONCRETE SECTIONS
12" MIN
if
0 RING SEALS
a 16 MAX
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H.
5" 4'-0"
$.
FROM INLET TO OUTLET
SHALL BE 0.20 FEET,
DEPTH OF FLOW CONCRETE
FILLETS
VARIES
•
CHANNEL TO BE
3/4 DIAMETER OF
CONTRIBUTING
—
SEWER.
,d a.
a
12
A FILLETED INVERT OR A SMOG
g
TRANSITION OF FLOW BETWEEN
INLET & OUTLET PIPE SHALL BE
PROVIDED.
MIN. 6" BEDDING
NOTE.:
W/ NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN
IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT
FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE
WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON —EXTENDED BASES,
3. ALL JOINTS, LIFT HOLES,
INLETS, OUTLETS
TO BE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL
V AN H OLE
SECTION
SHOWING BRANCH TIE—IN
N.T.S
FIG. S—I—A
TD-2$
ANCHOR EXTENDS INTO SIDE OF DITCH
DITCH 8 MIN,
LINE
VANES D.I. PIPE
[, e
2500 PSI CONCRETE a '
12rI-
PLAN
SPACING SPACING SPACING
r
D.I. PIPE
ANCHOR NO. 1 AT
14 FIRST JOINT ABOVE
GRADE SPACING MANHOLE.
20S TO NOT OVER 38' �-
35X TO 5OX NOT OVER 24'
50% OR GREATER NOT OVER 18' z
PROFILE T
TYPICAL ANCHOR DETAIL FOR
SEDERS ON GRADES 20% AND GREATER
N.T.S
FIG. S-4
STAINLESS STEEL STANCHION SADDLE SPECIFICATION
MANUFACTURER: FM STAINLESS, LLC - (706) 636-1881
ITEM #: 59C-8
MATERIAL: 304/316 STAINLESS STEEL
ORDERING: SPECIFY BY PIPE, FIGURE NUMBER, DISTANCE TO CENTER OF
CONCRETE.
S.S. AERIAL CROSSING - STANSION SADDLE
DETAIL "T.S. DETAIL
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
36"MIN
LARGER THAN 8" IN ANY
DIMENSION
24"MI
INTIAL BACKFILL*
$"MIN
(6°' LIFTS)
EMBEDMENT
* THOROUGHLY COMPACTED
SPRING LINE
BY HAND OR APPROVED
MECHANICAL TAMPER
OF PIPE
HAUNCHING
NO. 68 STONE
_
BEDDING 6" max
4" min
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
ALL PIPE)
NOTE
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21 A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED'
3, WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
TYPICAL SEWER PIPE
NSTALLATION IN TRENCH
N TS
FIG. S-3
TD-34
RIFFIN LONG
N D.I. PIPE
kDJUSTABLE STAINLESS
EL STANCHION SADDLE
CIVIL DWG 23
50NOTUBE
0 - u5 VERT t
] ; (3) 0 3" O/C,
AINDER s 12" O/C
BOTTOM FOOTING
ELEVATION TO
BE ON BEDROCK
REINF W/ (5) - u4 (B) EACH WAY
PRELIMINARY:
DETAIL TO RE RE -CERTIFIED
A1,TH OF
DENNI OLER a
o Lic. o. 334
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SECTION I TOP VIED
S.S. AERIAL CROSSING - PIPE PIER/ANCHOR
DETAIL D-003
N.T.S.
Drawn By:
JHH
Checked By:
DJM
Date:
712 I / I 1
job Number:
1 107-17
Sheet Number:
561
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
\_T H OF �/
Alan G. Franklin
� Lic. No. 35326 W
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SCALE:
REVISION
SHEET
04-24-18
NONE
AIR RELEASE VALVE
BRASS OR BRONZE PIPE —
I Q�SSIBLJRADE
OLIDK L MENP;S LOOKS
--CYYIPE OPPER " SOFT
CORPORATION STOP
D GRADE
�ROJE GATE
AL
USHED STONE
NOTES:
1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC
AREAS, OR A METER BOX ASSEMBLY IN NON —TRAFFIC AREAS, OR APPROVED EQUAL,
SHALL BE USED.
2) FOR WATERLINES SMALLER THIV 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER
LINES 12 AND LARGER USE 2 A.R.V. AND FITTINGS.
3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN
ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT
THE MANHOLE CONE.
AIR RELEASE VALVE (ARV)
NTS
FIG. W-9
TO-20
COVER LIFT NOTCH
12 3/8"
r
WATER
CAST IRON LID
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS,
TYPICAL METER BOXES
(5/8"-191 METERS)
NTS
FIG, W-7
VARIES
4" DIAMETER BRANCH
AND VALVE----,
'ALVE BOX
J. PLUG
VARIES
WATER MAIN) RESTRAINED JOINT FITTINGS
ON-LINE
(TYPE "B")
VARIES
THREADED COUPLING
PVC NIPPLE AND CAP
PVC SLEEVE
a
or
BRASS NIPPLE AND CAP
I
LUBRICATE ALL THREADS
THRUST BLOCK
0
METER BOX (SEE FIG. W-7)
VALVE
NO. 57 STONE
M.J. FITTING
2" PIPE SLOPED
TO DRAIN IF
—
GRADE ALLOWS
kVARIES
; ; VARIES
2" PVC OR BRASS
PIPE
WATER MAIN AND
VALVE 2" THREADED TAP
ARE SAME SIZE
PLUG
DEAD END
(TYPE "A")
TYPICAL
BLOW —OFF
ASSEMBLY
NTS
FIG, W-8
TD-19
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
INITIAL BACKFILL
BEDDING
B STONE
* STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
UNSTABL
SOIL
INITIAL BACKFILL 4 1
80 �n
MIN MIN. #68 STONE
ILAR FILL AS<:
ROVED BY ACSA • 1'. N. s'
STABLE SOIL OR ROCK
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 5" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
S. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
TD-2
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES—
VILLE THREADS WHICH IS
ATHE LOCAL STANDARD.
1
LENGTH OF BRANCH VARIES
6' MIN 2' TO 10'
(270')
1$"-22" ALVE BOX
7 CU. FT. I
#68 STONE
42"MIN ,:,..' Ill. " 6" GATE
r • �a p, VALVE
.: 0 8"X8'
� ' •, �"' , TEE
2500 P.S.I. CONCRETE
BASE AND THRUST
BLOCK AGAINST
UNDISTURBED STABLE
SOIL STEEL PILE
WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED MNT FITTINGS
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT,
N OTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
1T IS NOT ALLOWED 1N THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
FIG, W-4
TD-8
FINISHED GRADE
17I=7 I1=1� 7_71
=T1 %1TI=7 fT=T1 T=1Tl=i rT=
r
TRENCH
REDUCER
r A/
a
42500 P.S.I. CONCRETE THRUST ®LOCK
--------=—
UNDISTURBED SOIL
-------------- — —
�� '' 718"
MN.
PROFILE
i—
VIEW
UNDISTURBED SOIL — EDGE
24" MN,
OF TRENCH
----------•------
A �,—
—�— ----r------------
"l Tg" MIN.
/REDUCER
°
2500 P.S.I. CONCRETE THRUST BLOCK—1
8„ MN.
-- — —
----- --•---------
T
UNDISTURBED SOIL — EDGE
OF TRENCH
24" MIN.
NOTES:
PLAN VIEW
• NOT TO SCALE
• NO CONCRETE SHALL BE POURED ON
ANY PART OF THE MECHANICAL JOINT. USE
PLASTIC SHEETING AS PROTECTION
FOR BOLTS.
3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF
TRENCH, OR AS APPROVED BY THE
ACSA.
3' MINIMUM VERTICAL PENETRATION
INTO UNDISTURBED SOIL, OR AS APPROVED BY THE
ACSA.
• CERTIFICATION OF 95% COMPACTION
REQUIRED IN TRENCH.
° THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF
ALL THRUST BLOCKS.
TYPICAL REDUCER THRUST BLOCK
NTS
FIG. W-3D
TD-7
WATER
PLACE 5' GALVANIZED " WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
;f TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE
ADJUSTABLE VALVE BOX W/ LID
M.J. GATE VALVE
LINE
—77
2500 P.S.I.
CONCRETE d 2'x 2' BEARING AREA.
THRUST BLOCK d
V.
G
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE,
TYPICAL GATE VALVE
NTS
FIG. W-5
TD-9
CO]
�SaFr COPPER
1'x1'A' TEE
NOTE;
NO SWAIM FITTINOS
DUAL SERVICE
SINGLE SERVICE
NOTE,
1) SADDLES SHALL SE USED ON PVC PPE.
1' 0OMPRESS10N x 31e MALE POPE COUPLING
OR APPROVED EQUAL
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL RESIDENTIAL
AND IRRIGATION SERVICES.
C�
R.
^�MPREe�aa'I x a/*' MA1E P+PE ca+PUNa
PPROVED MAL
FOR USE ON DETAl SINGLE FAMILY
RESIDENTIAL SUNCE NHERE AN IRRIGATION
METER IS NOT PROVIDED.
31RADE
Di
:tER
AS
NECESSARY
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1 " METERS)
NTS
FIG. W-6A
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
H
Alan G. Franklin
Lic. No. 35326 W
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04-24-18
NONE
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Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
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Lic. No. 35326 w
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REVISIONS:
SHEET
OF 68
BM SET/MON.
ELEV. 381.50 I 3 \
�8 0 I
30.5 LF OF 15"
\ \ I I CMP @ 4.70%
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SINGLE WHITE STRIPE / LIMITS OF OVERLAY, V-0-77
- - - _
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x JV 2 APRON SPACES, TYP.
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Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
H OF 'V:
v
Alan G. Franklin
Lic. No. 35326 w
LONAL
F-'cl
ISSUED: 04-24-18
SCALE: 1" = 20'
REVISIONS:
SHEET
OF 68
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OPTIC
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DB. 3998, P. 409
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DB. 354, P. 399 / /
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
H
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Alan G. Franklin
Lic. No. 35326 W
O �v
F
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ISSUED: 04-24-18
SCALE: lit = 20'
REVISIONS:
SHEET
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PRIVATE ROADS/ALLEYS SHALL BE DEDICATED TO AND CONGREGATE PARKING
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OR THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR
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Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
H OF
v
Alan G. Franklin
Lic. No. 35326 w
o =,
v FSS / O
NAL
ISSUED: 04-24-18
SCALE: 1" = 20'
REVISIONS:
SHEET
MATCHLINE - S� E SHEET 50 \ \ \ \\ / `� \3 4 / / LOT I-35
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MATCHLINE -SEE SHEET 56 II / �
*
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
H OF 'V:
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Alan G. Franklin
Lic. No. 35326 w
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SHEET
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Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
H OF 'V:
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v
Alan G. Franklin
Lic. No. 35326 w
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ISSUED: 04-24-18
SCALE: 1" = 20'
REVISIONS:
SHEET
OF 68
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Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
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Lic. No. 35326 w
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Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
aian@aianfrankiinpe.com
H OF •V:
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Alan G. Franklin
Lic. No. 35326 w
v FSS / ONAL
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ISSUED: 04-24-18
SCALE: 1" = 20'
REVISIONS:
SHEET
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Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
H OF 'V:
�G) ,
v
Alan G. Franklin
Lic. No. 35326 w
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ISSUED: 04-24-18
SCALE: 1" = 20'
REVISIONS:
SHEET
OF 68
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Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
H OF
v
Alan G. Franklin
Lic. No. 35326 w
LONAL
F-,cl
ISSUED: 04-24-18
SCALE: 1" = 20'
REVISIONS:
SHEET
OF 68
GENERAL NOTES:
1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE
CONSULT LANDSCAPE ARCHITECT.
2. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING.
3. IMMEDIATELY SOAK WITH WATER.
4. DO NOT BREAK ROOTBALL.
5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE
CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY.
6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION.
7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS.
PLANTING NOTES:
1. EXCAVATE ROOTBALL PIT.
2. ADD EXCAVATED SOIL & TAMP. SET TREE SO THAT TOP OF ROOTBALL IS 2-3" HIGHER THAN FINISHED GRADE.
3. BACKFILL WITH SPECIFIED SOIL MIX AND WATER IN THROUGHLY.
4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH.
5. STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS.
CULTIVATE SOIL IN -
LANDSCAPE AREA TO
A MININUM DEPTH OF
12"; TYP.
SAME AS BELOW
MULCH LAYER
(AS SPECIFIED)
FINISHED GRADE
PLANTING SOIL MIX
(AS SPECIFIED)
EDGE OF LANDSCAPE
AREA, PAVEMENT EDGE OR
BACK OF CURB
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING.
2. GRADES NOT TO EXCEED 3:1 SLOPES.
3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED
UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL
CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF
PLANT SURVIVABILITY OR WARRANTY.
5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED
DURING PLANT INSTALLATION.
6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT.
7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL).
OPTION 2: DIAGONAL
STAKING
(FOR EVERGREENS
(1) STAKE & GUY PEF
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING.
2. GRADES NOT TO EXCEED 3:1 SLOPES.
3. ALL PRUNING IS RESTRICTED TO THE
REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF
THE LANDSCAPE ARCHITECT.
4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS.
SEE DETAIL FOR
SUITABLE TREE STAKING
OPTIONS �1
STAKES ON "HIGH"
SIDE OF TREE ONLY. \
0
111�
22 1/2 DIRECTION
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z
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ow
\ 16111111:+13
1. SET TREE PLUMB PRIOR TO STAKING.
2. GRADES NOT TO EXCEED 3:1 SLOPES.
3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN
BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE
LANDSCAPE ARCHITECT.
4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR
SPECIFICATIONS.
IN A CULTIVATED AND MULCHED PLANTING AREA L/ PLAN /
SEE DETAIL FOR
MULCH LAYER SUITAOPTION 1: VERTICAL I II-= _ OPTIONS TREE STAKING
MULCH LAYER- (AS SPECIFIED) =III-III-11 __
STAKING 1=III=III=III-I _ MULCH LAYER
BEGIN AT PIT LIMITS AND ADD NO MORE FINISHED GRADE (2) STAKES & GUYING PER '111=III=III=III=III== MULCH RING
THAN 3" TAPERING UP TO 1" AT TREE -III=III=III=III-I -III-_
COLLAR. BLEND WITH TO EXISTING GRADE PLANTING SOIL MIX TREE. SET STAKES 180° OPTION 3: GUY WIRE STAKING "=III=III=III III=III- TRENCH EDGE AROUND
AS NECESSARY AT OUTER PIT EDGE AS SPECIFIED AROUND THE TREE. SET -111=110 011=1 ENTIRE AREA TO BE ( ) �- (3)- #14 GA. SOILD WIRES TO BE PULLED �III=III III=III III= MULCH LAYER
GUYING A MININUM OF /2 THE TAUT WITH GALV. TURNBUCKLE (OR EQUAL) -III-11=III=11 III TRENCH EDGE AROUND MULCHED
COMPACT EXCAVATED SOIL HEIGHT OF TREE AND ABOVE ' =II =1IE III= I-
AND SECURED TO GROUND BY (3)- 18" MIN. III=III=III III ROOTBALL -III-III-= _
TO FORM ROOTBALL PIT ON - I1 - - -
- ° - ENTIRE AREA TO BE
THE LOWEST BRANCHES I- - - - <• .:: ,
_I I I_I I I_I I I_ 111EIII=III=III= 30 -
LENGTH TREE STAKES SET BELOW GRADE.
12" - - -
DOWNHILL SIDE OF
--- � 2-3" I._III_III_III • -'• =III -III -III -II III_ MULCHED `� / / / -
PLANTING AREA SET STAKE & GUYING PER PLAN VIEW II-III=III= III-III=III-II II -III- I -III= _ \\ �\ �\ "``` ° ' �\ �\ �\ N
FINISHED GRADE -III=III_ TYP. FINISHED GRADE -III-III-III_ _ _ _ _ _ -III-III-1 _III-III-III-III-III-III/� \� _
I I I_I I I -III-I I1=1 _ I-1I I-1I I-1I I-1I I-1I I-1I I -III- =1I1=1I1=1I I -I I1=1I1=1I1=1I I -III -I I1=' � �\ �\ . \ . ;'`� ��;:.=• ROOTBALL � , � �
I� III PLANTING SOIL MIX _
TRENCH EDGE
=I1- =1I I=1I I=1I I=1I I=1I I=1I I=1I I=1I I- =1I I=1I I=1I I=1I I=1I I=1I I=1I I=1I I=1I I=�' t _.IIII = 11 III I I) I I I = 11
- 11=III.=111-111- 1-111Ell 1Ell 1=III.=III.=III.=III.=III.=111-I' - - - -
I I
AROUND III IIII
I-III-III-11 .:., .::. - __ _ : •.:�.;�:::.:::; : �: �;:. �.• _
REMOVE TOP �// OF BURLAP _-_ _ _ ENTIRE AREA III-III=III _ 11=III-III=III-III- MULCH LAYER REFER TO TREE -------- _
AND/OR ALL NON ABLE 1=III=III=11 11=111=11=_ TO BE III -III_ _I11_I '`:<`=' : " _II_III_III I_I11-III �11=IIII=IIII=IIII=IIII=IIII=11
=III=III-III - -
PACKAGING AFTER FINAL _ - III=III=III=III== _ MULCHED =III=1 III=III=11 ;';:, ROOTBALL >`` ' III III III III II III ROOTBALL PIT DETAIL
11=111E111=11 ::. .:.`:::: 1ElIlE110101011=1 I_III_II _III_III II_ I_III_I11_III II_I CULTIVATED SOIL
- _ - - - PLACEMENT OF ROOTBALL =III=III=III ' ' 111EIII=III=III= I =_ I_III 111_III=11 > :: = III-III_III-III_III REFER TO TREE
I11=111=I I I=11 I Z El I lEI I I=111=111=III=11I-'' I=11=III-IIII I I-1I1=Ill= -- SECTION
=III=III-III- - - - - - - - III=III=III=III=III=III= III=III=11 -III=III= COMPACT EXCAVATED SOIL TO ROOTBALL PIT DETAIL
I1=1I I=1I I=1 I I== - - - - - - - -I =11011-I I I-III-I1 -III-III-I I -_I1=
SCARIFY BASE OF PIT. BREAK - - - -III=III=III=III=III-= II-ICI-III-III=III=III=III=111 III=111=III-III=III=III-III=III=III=III-III= FORM ROOTBALL PIT ON DOWNHILL
THROUGH AND LOOSEN ALL -III=III=III=III=III=III=III=III=III=111-I11-III-II _ -III=III=III=III=III=III- =III=III-III=III-III=III-III=III= SECTION
_�� - - - - "'-'�1=III=III=III=III=III=III-111-_ II- CULTIVATED SOIL SIDE OF PLANTING AREA
HARDPAN (REMOVE AS I -III,' III_II� �iI-Ili_,;,_ .��i-i�
NECESSARY) TO FACILITATE RETURN EXCAVATED SOIL
PROPER DRAINAGE AS NEEDED AND COMPACT
ON A SLOPE LIGHTLY TO BRING PIT
BACK TO FINISHED GRADE.
PREVENT TREE FROM ROOTBALL PITS SETTLING IN FUTURE TREE STAKING OPTIONS TREE PLANTING ON SLOPES TREE PLANTING
SECTION 1.-001 �j SECTION, PLAN I-- 002 SECTION, PLAN ' 003 SECTION, PLAN '- 004
N.1'.S N.T.S. .1.. �.T. .
12" ROW SPACING
CROWN BED 2-3";
TOP OF ROOTBALL TO BE A
'j
MIN. OF 2" ABOVE FINISHED
GRADE
MULCH I °
FINISHED GRADE -I .
UNDISTURBED SUBGRADE
CULTIVATE SOIL WITH ROTO-TILLER TO
A MIN. DEPTH OF 12"; BREAK TRHOUGH
HARDPAN AND REMOVE TO PROVIDE
GOOD DRAINAGE
CROWN
TOP OF
MIN. OF
GRADE
MULCH
FINISHE
ROW
SPACING
D O.C.
SPACING
ROOTBALL
BED
WIDTH A. ...
PLANTING SOIL MIX (AS SPECIFIED);
CULTIVATE A MIN. OF 4" LAYER OF
PLANTING SOIL MIX INTO BED; PROVIDE
1" OF CROWN FOR EVERY FOOT OF BED
WIDTH.
O.C.
SPACING
ROOTBALL
UNDISTURBED SUBGRADE L PLANTING SOIL MIX (AS SPECIFIED);
CULTIVATE SOIL WITH ROTO-TILLER TO CULTIVATE A MIN. OF 4" LAYER OF
A MIN. DEPTH OF 12"; BREAK TRHOUGH PLANTING SOIL MIX INTO BED
HARDPAN AND REMOVE TO PROVIDE
GOOD DRAINAGE SECTION
SHRUB PLANTING (SINGLE & DOUBLE ROWS)
SECTION, PLAN
1.-005
N T .S.
PLANTING SOIL MIX
PLANTING PROCEDURE
(AS SPECIFIED)
1. LAY OUT BED AND OUTLINE WITH TRENCH
EDGE. PLACE SOIL FROM EDGE WITHIN BED.
GROUND COVER
2. ROTOTILL BED TO 12" DEPTH. SPREAD 3" MIN.
(AS SPECIFIED ON DRAWING)
LAYER OF PLANTING SOIL MIX OVER BED.
LEAVE NO ROOTS EXPOSED
ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL
PLANTS & MULCH. WATER THOROUGHLY.
MULCH LAYER (AS SPECIFIED)
24"
(UNLESS OTHERWISE
FINISHED EDGE NOTED)
TRENCH EDGE
(TYP.)
jq
�t
i14
\/%\\/%\/,\/%\\/%\\/%\\/%\/%\\/%\\/\/\/%\\/%\\/%\\/%\\/%\\/%\\/%\\�/�
11-mil=11 I- 111=III=III=111=III=III=1 I III -I 11=III=III=1 I B I B I 1=11 I-
_ _,-1 I �M=M=TlI--, , . -,
EDGE OF LANDSCAPE AREA,
PAVEMENT EDGE, OR BACK OF CURB. UNDISTURBED SUBGRADE
BREAK THROUGH ANY EXISTING "HARD -PAN" CULTIVATE SOIL IN LANDSCAPE
AND REMOVE AS NECESSARY TO PROVIDE AREA TO MINIMUM DEPTH OF 12"
GOOD PERCULATION & POSITIVE DRAINAGE.
GROUNDCOVER PLANTING IN MULCH AND
CULTIVATED PLANTING AREA
NOTES:
1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE
2. SET TREE PLUMB PRIOR TO STAKING
3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE &
RUBBER HOSE (OR EQUAL) AT MIN. OF %2 TREE HEIGHT
4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH
TYPICAL STAKING DETAIL
5. SET ROOTBALL EVEN WITH FINISHED GRADE.
TREE O.C. SPACING
(AS SPECIFIED ON DWGS.)
TYP.
EXISTING GRASS h,
TO REMAIN
UNDISTURBED x
EXCEPT WHERE
TREES ARE I -
PLANTED =
C�
w
FINISHED =
GRADE `r
UIIIN 1r11111)JIIIvi,
di'uUllli
REFER TO����
-I I I -I I I -I I I -III -III -III III -III -III -III -III -I I I
ROOTBALL DETAIL;-"'-III=III-III=III=1 =III=III=III=III=III-
TYP. (9
NOTE:
LENGTH OF WOOD STAKES VARIES WITH
HEIGHT OF TREE. EACH STAKE TO BE
DRIVEN INTO THE GROUND 30" MIN.
TREE O.C. SPACING
(AS SPECIFIED ON DWGS.)
TYP.
EXISTING GRASS
TO REMAIN
UNDISTURBED Q
EXCEPT WHERE 2
TREES ARE (-
PLANTED =
(7
, -
w
FINISHED =
GRADE
li i
=III=III=III-_-
_Ir
I II
Tnrr �
STAKE
GALV.
WIRE
HOSE
STAKING
ENLARGEMENT
MULCH
(AS SPECIFIED ON DWGS.)
Tnrr
STAKING -
ENLARGEMENT
MASS PLANTING & STAKING IN EXISTING
VEGETATED AND MULCHED PLANTING AREAS
SECTION
NOTE:
STAKE
GALV,
WIRE
HOSE
NOTES:
1. LENGTH OF WOOD STAKES VARIES WITH
HEIGHT OF TREE. EACH STAKE TO BE
DRIVEN (30" MIN.) INTO SLOPE AT ANGLE
INDICATED.
2. GRADES NOT TO EXCEED 2:1.
3. TRENCH ALL EDGES OF PLANTING BED.
ROW SPACING
TYP.
FINISHED
GRADE 111 111 111f
'' -1 I I=1 I f.
TREE
(AS SPECIFIED ON DWGS.)
45°
TYPICAL STAKING:
1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE
2. SET TREE PLUMB PRIOR TO STAKING
3. SECURE STAKE TO TREE TRUNK WITH 12 GA. REFER TO
GALV. WIRE & RUBBER HOSE (OR EQUAL) AT
MIN. OF %2 TREE HEIGHT ROOTBALL DETAIL
4. STAKING TO BE CONSISTENT ALONG ALL
ROWS AND WITH TYPICAL STAKING DETAIL
5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE
PLANTINGS ONLY)
COMPACT EXCAVATED SOIL
TO FORM ROOTBALL PIT ON
DOWNHILL SIDE
PLANT SOIL MIX
(AS SPECIFIED ON DWGS.)
MULCH
(AS SPECIFIED ON DWGS.)
MASS PLANTING AND STAKING ON SLOPE
TREE
7-(---STAKE
-GALV.
WIRE
"`-HOSE
STAKING
ENLARGEMENT
TRENCH EDGE (TYP) 1" X 4" GALV. LANDSCAPE STAKE W/ 2" X 4"
X 30" ZINC COATED FENCE (2 1/2' ABOVE);
TENSION FENCE BETWEEN POST PRIOR 2' MAX.
ROW SPACING TO ATTACHING TO POST W/ MIN.
(3) GALV. FLEX 'C' RINGS PER POST. 1'
LOCATE AT TOP OF SLOPE.
USE EXCAVATED SOIL TO
IIII=IIII- i FORM ROOTBALL PIT ON
IIII-IIII= DOWNHILL SIDE.
IIII-III
SHRUB PLANTING ON SLOPE
IIIIIIIIIII IIII=IIII-nn (IIII (SET PLANTS PLUMB)
III=IIII=IIII=IIII=IIII IIII MULCH LAYER (AS SPECIFIED)
-IIII=IIII-IIII-IIII=IIII-II ' - :'.
IIII-IIII-IIII=_IIII=_IIII-' "` - � 24°
Ilk
IIII-IIII- -IIII=
PLANTING SOIL MIX I=_IIII-IIII-_IIII=IIII
(AS SPECIFIED) II=IIII=IIII=IIII=IIII-IIII
III=IIII=IIII-IIII=IIII- " " - TRENCH
Elul-IIII =IIII=111� _ _ II- "'" EDGE
-III' IIII=_IIII=IIII-11 (TYP)
ADD EXCAVATED SOIL TO BRING TOP IIII=IIII-IIII-IIII
OF ROOTBALL TO FINISHED GRADE. 4" MIN.
TAMP LIGHTLY PRIOR TO SETTING=IIII- II-IIII=
SHRUB TO PREVENT SETTLING. IIII=III =IIII-IIII=.I I=
-'III-IIII=_ ''=IIII=IIII=_IIII-
SET TOP OF ROOTBALL 4„ -IIII-IIII-
LEVEL WITH FINISHED GRADE. MI
1 SHRUB PLANTING ON SLOPE
DETAIL T.-10
N.T.S.
TRENCH EDGE (TYP) 1" X 4" GALV. LANDSCAPE STAKE W/ 2" X 4"
X 30" ZINC COATED FENCE (2 1/2' ABOVE);
TENSION FENCE BETWEEN POST PRIOR 2' MAX.
ROWS ACING TO ATTACHING TO POST W/ MIN.
(3) GALV. FLEX 'C' RINGS PER POST. 1
LOCATE AT TOP OF SLOPE.
USE EXCAVATED SOIL TO
IIII-IIII- FORM ROOTBALL PIT ON
IIII-IIII DOWNHILL SIDE.
-IIII=III
IIII= JUNIPER PLANTING ON SLOPE
IIII_III II- (SET PLANTS PLUMB)
IIII-IIII nu-IIII-IIII I
III=IIII=_IIII=_IIII=IIII=_ III MULCH LAYER (AS SPECIFIED)
-IIII=IIII=IIII-IIII_IIII II =.
-IIII=IIII=IIII=IIII=IIII= -
-1111=1111- -IIII= ' • 30"
PLANTING SOIL MIX -
(AS SPECIFIED) 'II=_IIII=IIII-IIII=_IIII=IIII
II=IIII=IIII=IIII=_IIII=_' TRENCH
III=IIII-_IIII=IIII _ II=_ EDGE
=111' =IIII-IIII-IIII-11 (TYP)
ADD EXCAVATED SOIL TO BRING TOP IIII-IIII IIII-IIII
OF ROOTBALL TO FINISHED GRADE. 4" MIN.
TAMP LIGHTLY PRIOR TO SETTING=IIII= SHRUB TO TO PREVENT SETTLING. =IIII=III =IIII=IIII- -
-'ill=IIII- ��=IIII=IIII=IIII-
SET TOP OF ROOTBALL --�ilI=IIII-
LEVEL WITH FINISHED GRADE. 3 1/2"
MIN.
SHRUB (JUNIPER) PLANTING ON SLOPE
L-006
SECTION
1 _00'
DETAIL
1.-011
.T.S.
FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS,
REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING NOTES".
PERENNIALS /SHRUBS
ROW (AS SPECIFIED ON
SPACING DRAWING)
PERENNIALS
(AS SPECIFIED ON MULCH LAYER
DRAWING) (AS SPECIFIED)
SLOPE FOR
12" DRAINAGE
TRENCH
EDGE (TYP.)
FINISHED
GRADE
=IIII= i+)
00
-IIII =IIII
\\ \\\7
/j
PERENNIAL \j\%�jamj�jamj
-
co
SOIL MIX _ =IIII= III
I=IIII=IIII=IIII=IIII=IIII=IIII=
(AS SPECIFIED) III=IIII=IIII=_IIII=_IIII=_IIII=_' -IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=11
�iI=IIII=IIII=IIII=IIII=_IIII=_IIII=III' -IIII- -IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII="
''1=IIII=IIII=IIII=IIII=IIII=IIII= III=1�. =IIII=IIII=IIII=IIII=IIII=IIII=11ii=
CULTIVATE SOIL WITH ROTOTILLER BREAK THROUGH ANY EXISTING "HARD -PAN"
AN ADDITIONAL 6-8" DEPTH & REMOVE AS NECESSARY TO PROVIDE
GOOD PERCOLATION & POSITIVE DRAINAGE.
UNDISTURBED SUBGRADE
MASS PERENNIAL BED PLANTING
DETAIL
DETAIL
N.T.S
N. s
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
H
Alan G. Franklin
Lic. No. 35326 W
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STORM DRAIN '2C1' PROFILE
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360
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STORM DRAIN '2E' PROFILE
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10+00 10+40 10+80 11+20 10+00 10+40 10+80
STORM DRAIN '2F' PROFILE
SCALE: 1 "=20' H; 1 "=10' V
>
370
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360
195.14
F OF 15" HDPE
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340
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STORM DRAIN 'A4' PROFILE
SCALE: 1 "=20' H; 1 "=10' V
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STORM DRAIN 'AA' PROFILE
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10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40
STORM DRAIN 'A2-1' PROFILE
SCALE: 1 "=20' H; 1 "=10' V
10+00 10+40
STORM DRAIN '21' PROFILE
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11 +20
11 +60
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Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
PLT H OF I/
v
Alan G. Franklin
Lic. No. 35326 W
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T =
FSS / ON A U
KEY
ISSUED: 04-24-18
SCALE: lit = 20'
REVISIONS:
SHEET
E3
On
390
380
370
360
350
380
370
360
350
340
390
380
370
360
350
1U+UU 1U+4U 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00
STORM DRAIN '2J' PROFILE: STA. 10+00 - 16+20
SCALE: 1 "=20' H; 1 "=10' V
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STORM DRAIN '2K' PROFILE
SCALE: 1 "=20' H; 1 "=10' V
"I U+UU "I U+4U 1 U+bU 1 1 +1U
STORM DRAIN '2L' PROFILE - (OPTIONAL ROOF DRAIN)
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340 340 3601
10+00 10+40 10+80
STORM DRAIN '2N' PROFILE
SCALE: 1 "=20' H; 1 "=10' V
1 1 +6u
12+00
12+40
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GRADE
82.23LFOF15'H P .910
---
__-------
61.92 LFOF15"
10+00 10+40 10+80
STORM DRAIN '2P' PROFILE
SCALE: 1 "=20' H; 1 "=10' V
13+20 13+60 14+00
CO O w O Ln
N
+ p(rjM(M
M O O CO CO
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380 380
z Z;
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0
370
370
o—
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360 360
11+20 11+60 10+00 10+40
STORM DRAIN '2Q' PROFILE
SCALE: 1 "=20' H; 1 "=10' V
14+40
14+80
15+20
15+60
ti (h N N O U) O O M O 0 0
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370
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F OF 18"
HDPE
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360
12+40
390
380
370
360
350
80
70
60
50
40
390
380
370
360
350
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
N
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Alan G. Franklin
-;o Lic. No. 35326 W
o c�,
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P"61
KEY
ISSUED: 04-24-18
SCALE: 1" = 20'
REVISIONS:
SHEET
OF 68
370
11 360
11 350
11 340
11 37
iQ
11 3�
11 34
10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40
STORM DRAIN '2M' PROFILE: STA. 10+00 - 16+60
SCALE: 1 "=20' H; 1 "=10' V
16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00
STORM DRAIN '2M' PROFILE: STA. 16+00 - END
SCALE: 1 "=20' H; 1 "=10' V
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360 370
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HDPE @ 12.75%
350 2.9' 350 360
Zo
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10+00 10+40
STORM DRAIN '2Z' PROFILE
SCALE: 1 "=20' H; 1 "=10' V
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HDPE
0.78%
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1.2'
10+00 10+40
STORM DRAIN '2R' PROFILE
SCALE: 1 "=20' H; 1 "=10' V
390
370
360
350
10+00 10+40
STORM DRAIN '2U' PROFILE
SCALE: 1 "=20' H; 1 "=10' V
370 370
360 360
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370 370
360 360
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360 360
350 350
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4.3'
W
W
a_
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0
0
co
co
10+00 10+40
STORM DRAIN '2M2-1' PROFILE
SCALE: 1 "=20' H; 1 "=10' V
ZOO
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370
10+80 10+00 10+40 10+00 10+40
STORM DRAIN '2RA' PROFILE STORM DRAIN '2RB' PROFILE
SCALE: 1 "=20' H; 1 "=10' V SCALE: 1 "=20' H; 1 "=10' V
1 :1�
11 +20
11 +60
12+00
12+40
12+80
13+20
13+60
370
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350
350
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340
340
340
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360
PROPOSE�RADE
GRADE
360
350
350
10+00 10+00 10+40
STORM DRAIN '2M3-1' PROFILE: STORM DRAIN '2M6-1' PROFILE
SCALE: 1 "=20' H; 1 "=10' V SCALE: 1 "=20' H; 1 "=10' V
14+00
14+40
�C•1
370
M
350
15+20
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
Alan G. Franklin
Lic. No. 35326 W
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SHEET
04-24-18
1"=20'
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9:1
370
360
350
330
011
38(
37(
36(
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370
360
350
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STORM DRAIN '2S' PROFILE: STA. 10+00 - 16+60
SCALE: 1 "=20' H; 1 "=10' V
-I10+0u -Ir+Zu II+bu 18+uu 18+4U 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80
STORM DRAIN '2S' PROFILE: STA. 16+00 - END
SCALE: 1 "=20' H; 1 "=10' V
10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60
STORM DRAIN '2V' PROFILE
SCALE: 1 "=20' H; 1 "=10' V
370
360
350
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U
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STORM DRAIN '2V5-1' PROFILE
SCALE: 1 "=20' H; 1 "=10' V
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V o o p
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HDPE @ 3.68%
340
10+00 10+40
STORM DRAIN '2T' PROFILE
SCALE: 1 "=20' H; 1 "=10' V
090
":1
370
360
350
Me
330
•1
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50
�1
30
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
LT H OF
v -v
Alan G. Franklin
-;o Lic. No. 35326 W
o c�,
NAL
P"61
KEY
ISSUED: 04-24-18
SCALE: 1" = 20'
REVISIONS:
SHEET
OF 68
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340
350
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350
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00
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10+00 10+40 10+80
11+20 11+60 12+00 12+40 12+80
10+00
10+40
10+80
10+00 10+40
10+80
11+20
STORM DRAIN '2W' PROFILE
STORM DRAIN '2W3'
PROFILE
STORM DRAIN '2X5' PROFILE
SCALE: 1 "=20' H; 1 "=10' V
SCALE: 1 "=20' H; 1 "=10' V
SCALE: 1 "=20' H; 1 "=10' V
350
340 r
330
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— - 340
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77.88 LF OF 24
" HDPE @ 6.(7%
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HDPE @ 2. 2% HDPE @ 1.73% 1.1'
-- 330
11.2'45.00 LF OF 4"
HDPE @ 1.49 /°
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w
00
10+00 10+40
STORM DRAIN '2X' PROFILE
or$
370
360
350
340
SCALE: 1 "=20' H; 1 "=10' V
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360
350
340
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10+80 11+20 11+60 12+00 12+40
16+40 16+80
STORM DRAIN '2J' PROFILE: CONT.
SCALE: 1 "=20' H; 1 "=10' V
BOX CULVERT INVERT ELEVATIONS TO BE
ADJUSTED PER FIELD VERIFICATION
OF
STREAM
INVERTS AND APPROVAL OF
ENVIRONMENTAL
CONSULTANT FOR COMPLIANCE
WITH PERMITS
J
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370
EXISTING
GRADE
370
GRADE
PROPOSED
MODULAR BLO
K
MODULAR
BLOCK
RETAINING WALL
TO
RETAINING WALL TO
SERVE AS ENDWALL
WATERLINE
TO 3'
SERVE AS ENDWALL
TW = 355.00
[SHALLOW
COVER
OVER
TW = 355.00
360
GU
RT TO
360
PR
VIDE 1'
SE
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1'
Q�
350
-
350
X
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w
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340
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340
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2' (HT)
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10+60
10+00
BOX
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LAZY
BRANCH
LN
STA. 31 +63
SCALE: 1 "=20'
H; 1 "=10' V
320
We]
MODULAR BLOCK -
RETAINING WALL T
SERVE AS ENDWAL
TW = 362.00
910
350
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330
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STORM DRAIN '2X4' PROFILE
SCALE: 1 "=20' H; 1 "=10' V
330 330
X=
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HDPE @ 5.7 %
10+80 10+00 10+40
STORM DRAIN '2X3' PROFILE
SCALE: 1 "=20' H; 1 "=10' V
BOX CULVERT INVERT ELEVATIONS TO BE
ADJUSTED PER FIELD VERIFICATION OF STREAM
INVERTS AND APPROVAL OF ENVIRONMENTAL
CONSULTANT FOR COMPLIANCE WITH PERMITS
J O O J O O
Q CD CDQ+ O
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EXISTING GRADE 370
PROPOSED GRADE
MODULAR BLOCK
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SERVE AS ENDWALL
TW = 362.00
360
X
w
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w70 L OF PRECAST 340
CONCRETE BOX
Q CULVERT, OR EQU L
8' (S AN) X 4' (HT)
0
0o
10+00 10+60
BOX CULVERT (@ LAZY BRANCH LN STA. 26+40
SCALE: 1 "=20' H; 1 "=10' V
340 350 r— _ _ _ � 350
330 340 ' 340
Lo
4 .89 LF OF 15"
H PE @ 5.75%
10+00
STORM DRAIN '2X5B' PROFILE
SCALE: 1 "=20' H; 1 "=10' V
BOX CULVERT INVERT ELEVATIONS TO BE
ADJUSTED
PER FIELD
VERIFICATION
OF STREAM
INVERTS
AND APPROVAL
OF ENVIRONMENTAL
CONSULTANT
FOR
COMPLIANCE
WITH PERMITS
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370
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MODULAR
BLOCK
RETAINING WALL TC
PROPOSED
GRADE CC
VER OVER
RETAINING
WALL TO
SERVE AS ENDWALL
CULVERT
TO
SERVE
AS ENDWALL
TW = 359.00
PROVIDE
1'
TW
= 359.00
360
S
PARATION
360
1
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-
--
350
350
�
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w
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340
340
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0
00
10+00
10+80
BOX CULVERT
LAZY
BRANCH
LN STA.
19+13
SCALE: 1 "=20' H; 1 "=10' V
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
o���PLT H
Alan G. Franklin
Lic. No. 35326 W
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FSS / ON A U
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ISSUED: 04-24-18
SCALE:
REVISION
SHEET