HomeMy WebLinkAboutSDP201800059 Plan - Approved Final Site Plan and Comps. 2019-08-26_I i: 9T, � I I 11 1 10 11 ;
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DEVELOPER, NEW BELVEDERE, INC
PO BOX 7505
HARL( VILLEx 'VA 22906
OWNER. TMP 0 1'00-0 -III-I60II0
DS 5012, PG 2-96
NEW BELVEDERE, INC
610 VVESST RIC ROAD
CHARLOTTESVILLE, RSA 22901
ENGINEER. COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTLSVILLE, VA 22902
CONTACT: SCOTT COLLINS, IS, PP
4X2913719
TAX PARCEL #; 061 =0 = 0G16000 (PORTION OF) 52S AC'ICES
ZONING, P 4 ZONING - CLUSTER DEVEL PMR T (25 OPEN SPACE) & AIRPORT IMPACT AREA (AIA)
PROPOSED USE RESIDENTIAL DEVELOPMENT
PHME3E IVA,I (THIS SITE PLAN)
2 SINGWE FAMILY DEETACHED LOTS
t 9 SINf
;LE FAMILY ATTACHED LOTS
ACREACM, LIMITS OF PHASE IIIA-BLOCK I DEVELOPMENT WITHIN TMP 61-160 = 5.,25 ACRES
(RESIDUE AREA OF TMP 61-16 = 2.572 ACRES)
DENSITY, BY-PUGHT 4 UNITS / ACRES
PHASE 1VA=1 ('THXS PHASE)
5,25 ACRES x 4 UNITS / ACRE; = 21 UNM. ALLOWED
21 UNITS PROPOSED 4 UNITS / ACRE (ALLOWABLE DENSITY = 4 UNITS / ACRE-))
ALLOWABLE DENSITY-, 4.0 D'UA
PROPOSED DENSITY. 4.0 DUA
OPEN SPACE, REQUIRED OPEN SPACE = 25 (PHASE VA-1 - THIS S PLAN)
25 ACRES x 25 ' 1.31ACRES OPEN SPACE REQUIRED
PROPOSED OPEN SPA = 2.184 ACRES
DOTE, OPEN SPACE WILL BE DEWCATLD TO THE; BELVEDERE H A
SPACESPARKING. 420IFF-STREEr . VWITH THIS PLAN FOR THE 21 PRDPDS, ED U NX'
�
(,» � PARKING � SPANS PROVIDED PER LET INGAAGI'`«a � AND DRIVEWAYS SHALL
. L
ACCESSED VIA ALLEYS OR THE !TREEET (1 DRIVEWAY SPACE & I GARAGE SPACE)
REQUIRED GUEST PARKING = 19 UNITS x I SPACE 14 UNITS - 5 SPACES REQUIRED
ONSTREET PARKING i>J! SPACES) fr"RO'H8D_,_ 2 SPACES FOR GUEST PARKING
NOTE. 21 SPACES PROVIDED ALONG FOWLER STREET
SURVEY,
SOURCE BOUNDARY ROUDAB SH, GALE &ASSOCIATES 2 1-6, AND UPDATED IN EPTEMB R, 2018 WITH THE
RECORDATION DP THE BOUNDARY PLATS FOR THE PARCELS,
SOURCE DP TOPOGRAPHY,
VIRGINI'A RESOURCE MAPPING AERIAL SURVEY, DATED IANUARY 2,016 WITH SUPPLEMENTAL
FIELD SURV, EY IN JULY 201&
DATUM � ELEVATIONS BASED OIL NAD '83.
ELOODPLAIN INFORMATION —
THIS PROPERTY ItsS LOCATED OUTSIDE OF THE 1'LDDP'LAIN LIMITS AS SHOWN OI'r1 THE FLOOD
INSURANCE RATE MAP, MAP NUMBER 510II3CO279D, EFFECTIVE ,DATE I'ERRUAR:Y 4, 2005,
4 �' �:_ SLOPES �». PROPERTY,, AS SHOWN O�� THE - LA�13
CRITICAL SLOPES: PI�1�1A� ,D AND PRESERVED SLOPE _,�T �3�1 THE P �' ,
`_RP O STR_A1�'1 BUFFERS HI�I
LIMITS O ..
BUFFERS, THERE STREAM BUEI;E
}� �y ��y ps 7 �yyv,��-y }�� �}q'�q p� j r�eg�',p9 �s�.�.!',�g�g_y �+L���� ',gip-•�! �j��,q �g )r �D .,g�} /� WATER
ATE�r�-�;/; t'�T�t i2:TT�K 14,.�5�3"4@xl lj�25 1�.57_,f� TE'S�e.,:SS-l��J+> 3 f3..e,i �9`a?�Y�B@:9 8 IS )�1T _OT_ 18 3-S
F
EXISTING VEGETP1710N-THE Eq IN I.�SITE HAS BEEN CLEAREDE
AND GRADED FOR DEVELOPMENT,
T' � PHASE 1I0 ROAD CONT�TR�DI�� �����OR PORTIONS DP �P��SPACE THAT IS
I O.
P D I - �1•I� I��DE ,
R�
STREET T y ��TREES TO PROVIDED ALONG PUBLIC ROADS
AND
SHALL CONFORM 70 THE
- � '� ,` L STREETS SHALL HAVE STREET
E ,aE'IEI�T� �E �U�3 .�D R UP
REQUIRED B1{
1 .ODLL ELOPlNT ORDINANCES.
_ CO.�'.-> F ! ..� V , ,' .. �,p �y g�qp ;} � !il '4 �EayryJ%w� 3@I�1�
�a g '�i � � �r= �'�„�,: y,�gg� 7�3 g� r� j`eq ��� 0�}"i� °IIG� 77 I� � ._..s AJ
�" .. � P�1��T W_LL �� �s � � � U �, �
AC,� . � TL1». ���L� �
yBELVEDEREBOULEVARD EVt` W DRIVE. CURB AND GUTTER AND
PRIVATE ALLEYWAYS, INCLUDING
STORMOSEWER SEPS WILL CONVEY DRAINAGE I DEVELOPMENT. ALL PROPOSED ROADS
SHALL S
LL HE PUBLIC
PHASE ry• y ,'¢�3 DEVELOPMENT aH.�1, ,�yCCygR AFTER THE
�! �, 9 � PHASE I P1-1A�� I�� �, , � PHAs�ri��, THIS �r� �� ��
�i
STREETS WITHIN PHASE 1113
yRHAS BEEN yDNS
RJ TEIv SEE THIS SHEET AN > THE LAYOU
T SHEETFOR T1=
SITE
' .g 1
> 4_ L� � ;' �' �� LOTS _ S�1I�+1�7 1� THIS SIT1= PLAN.
,SS �'.� THE PHASE I � AS
UNDER PHASE II1� FOR A��
IMPROVEMENTS U1�
a p�]
� : D ! i
SHALL �' �-.p� � _ ._ 9 qg Via_ GUTTER.
RERvATION AREA, NONE REQUIRED FOR THIS FINAL S� L;
PLA
N (PHASE .VA.I)a
CEMETERIES- NO BURIAL SITES WERE FOUND DURING FIELD SURY Y OF THE SITE.
RETAININGWALLS., ALLS, NO RETAINING WALLS ARE PROPOSED WITH THIS PROJECT,
lea
�- ESy �f
Y3 3S a
FRONT SETBACK, 5' MIN (FROM R/W OR EXTERIOR E:RIDR OF SIDEWALK IF SIDEWALK IS OUTSIDE Imo) & 2 ° MAX
SIDE SETBACK, NONE (10' BUILDING SEPARATION)
REARSETBx 9 y a
0 }. A.
i r
�L�ARAG1� II, MIN FROM R[tI DR E�TL�,DR EDGE �)F SIDE�IA�R (5SIDE 'LOADED) ADD NO MAX
BUILDING SEFIARA170 1, 101 MIN AND NO MAXIMUM BUILDING HEIGHT; ��I�UN3�TORY U ITS3 35i
MAXIMUM BUILDI
NG HEIGHT
LIGHTINrl � :T 4' a UNITS SHALL
.' a3� _ Via. -
HAVE PORCH LIGhnS ANDIOR POST J_,GHT5 THAT 1VIL I, _IT LIGHT THAT IS
LESS THAN .3000 LUNIE _S
TRIP GENERATION A 5ED ON ITE --'E777-.Rr-ll T3 .3'ti MANUAL TH ED] T-TiN
2 -SINGi E FAN-ILY UNITS (CODE 21 )
20 VP)) 010 ENTE# 1 0 EX )
A N PEAry 2 VFH (1 ENTE >,111 LE; --IT)
PAI P A,K, 2 VPH (1 EATrER111 E)
19 TO W O - UITS (CODE 2.30)
API 9'EAK.. 4 VP (I ELATER13 E"
P PEA , 5 VPPI (3 .!-:: TERI.7 EX -IT)
TRASH, ECXPTACJUES, ALL UN1T's HALL HAVEANINDIVIDUAL TRASH CONTAI R AND TH
FIRE & RESCUE. AS REQUIRED A LILL FIRE: PLO WS TT I THE DEVELOPMENT SHALL BE A
E I'ROVf E Al 14 THE STREETS FOR I fRE FIRE PREVENTION ATA
MAXIMUM SPAC-ING 01F SW Fr PER TRAVEL WAY.
NOTES;
1. THERE. ARE PRESERVED SLOPES AND MANAGED SLOPES ON THIS PORTION OF THE BELVEDERE PROPERTY, LOCATED
WITHIN THE OPEN SPACE AREA,
2, A L ADS °APE PLAN IS INCLUDED WITH THIS FINAL SITE PLAN AND MEFTS THE REQUIREMENTS OF SECTION 32.7.9
DE THE ZONING ORDINANCE,
j
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'1
FOWLER STREET ROAD NST'RUC TION PROPOSED
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UNDER BELVEEDERE PHASE 118 ROAD PLANS
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NOTE'. ALL INFRASTRUCTURE ASSOCIATED WITH SEUVEDERE PHASE IIB SHALL BE APPROVED AND BUILT OR
BONDED BEFORE THE FINAL PLAT AND FINAL SITE PLAN CAN BE APPROVED_ FOR PHASE I'VAn1 THIS
INCLUDES ALL THE OFF -SITE IMPROVEMENTS REQUIRED TO SERVE- THE DEVELOPMENT,
IMPERVIOUS AREAS
ROADMINY D, 5 :A'CC,
SIDEWALK 0,20 AC
BUILDABLE AREA 130 AC.
TOTAL 2.25 AC.
ACREAGES
TOWNHOUSE LOT AREA .766 ACRES
SINGLE FAMILY DETACHED UNITS.' 0.281 ACRES
EXISTING ROADS (PHASE II ); 9.019, ACRES
OPEN SPACE, _ 2A8 ACRES
TOTAL AC RIFAGE = -- --- - 25 ACRES
un F
TMP 6 l3-1
NMD - BLOCK 10
PROPOSED FARROW DMVE
ROAD CONSTRUCTION
1ON PROPOS
ED=D
z_R BELVEDERE PHASE 118 ROAD PLANS
SUB2016-00-91
GRAPHIC SCALE
60 1170
'' ET 3
:I>-1n}c, �• 60 Isla
240
f PHASE IVA—
(PROPOSE PLAN)
Sheet � Est Table
It COVER
2 EXISTING CONDITIONS & DEMOLITION PLAIN
3 LAYOUT PLAN
�_ _
UTILITY, GRADING & DRAINAGE PLAN
5 PLAN DOTES & DETAILS
6 UTILITY NOTES & DETAILS
LANDSCAPING PLAN & DETAILS
7 TOTAL SHEETS
LEGEND
r_____1
E-LINLET
' '' STRUCTURE , , 7 _
jI &
CURS
,41JR8
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FDf P TH Or EC- JA DITCH
-- —..
DEPTH OF EC-2 DITCH
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- DRIVEWAY CULVERT
BENCHMARK
r
r CLEARING LIMITS
<S
w
900EXISTING CONTOUR
PROPOSED CON TOUR
240.55 '_ T
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TOPOGRAPHY PROVIDED BY VIRGINIA RESOURCE MAPPING BY AERIAL SURVEY DATED SEPTEMBER 2011.0.
BOUNDARY PROVIDED PROVIDED BY ROUDABUSH, GALE & ASSOCIATES. THE SITE WAS FIELD VERIFIED)N
SEPTEMBER �,.mi8 BY COLLINS ENGINEERING.
THERE ARE NO j-oo-YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS SITE PER FEMA MAP PANEL
1__v s
#51003CO279- D DATED FEBRUARY 4, 2005 & COUNTY GIS, RESPECTIVELY. ALSO NOTE THE PARCEL IS OUTSIDE
ZONING- Llmi (TvP-)__
THE LIMITS OF THE FEDERAL, & STATE DAM BREAK INUNDATION ZONES PER COUNTY GIS DATA.
4v
STEEP SLOPES LOCATED ON THE PROPERTY AS SHOWN ON THE PLAN.
THERE ARE MANAGED & PRESERVEDS
AN APPROVED GROUNDCOVER TYPE/SPECIES SHALL BE INSTALLED ON DISTURBED AREAS OF SLOPES
4-
x- ------
GREATER THAN na AS A FINAL STABILIZATION M EASURE AS SHOWN ON THE ESC PLAN.
- - -- ------ 3
TMP 062A3 ---- --
-oo-oo-omoo
4P
BELVEDERE LAND HOLDINGS LLC EXISTING DRIVEWAY
DB,501-2 PG 296 TMP`o62A3-cfo-oo-omo
_-PROJECT L11MITS (TYP.) ACCESS EASEMENT"
D.B. 31494
BELVEDERE LAND HOLDINGS LLc"1
go.778 ACRES PG� 96 &
ACREAGE,
D.B. 3595, PG. 55
0_9 -
DB 5012 PG 296
RE -RUCTION PRbposra,
"X
A-1 ____ffRE T ROAD CON-ST RES
'ER 'VEDER
ACREAGE, 90,778AC )_-A
tE PHASE lit -ROAD PLANS
q
-AT
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(D , SCOTT R. COLLINS'
k-) Lic, No. 0 3 5 7 9 1
v V-vw��o
'E 118
LIMITS OF PHASE Nqp 05' U1.89"w
All LIMITS OF PHAS
A
J
71
N4r 53 DRIVEW" ACCESS FA,�- M ENT
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DS 3.149, PG 96 84
D��cqs, PG 55
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il (4 E�IPA NG SOAf,-ES DENOTED
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ALBEMARLE COUNTY PA is-VL AN -AY(
1,;
1p I P -IF CEM THE AGGREGA 7E BASE MA 7ERIAL.
EDVA 1. AN ACTUAL COPY OF THE' CER REPIRT IS TO HE 5 RMITTED d -)R 70 1/ , PLAC -ENT 0j'
�-L ; : ' i �:: T cE-NP--.RAL -NOTES, IF 7HE SSV VALUESS ARE LESS 7HAN 10, THE DE-VELOPER MLL HER-EQUIRED TO SUBMIr FOR ENGINEERS APPROVAL THE
GR,-V-Z'RAL CONS"T'RUICTION NOTIM5Z PROPOSED JWE7`H0D Of' CORREC110N.
1, PRIOR X) ANY CONS7TIUCTION PI#7H/b/ ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING 2, SUBGRADE MUST BE APPROVE-0 BY THE ENGINEER FOR CHADE, TEMPLATE AND COMPAC77ON StFORE BASE IS PLACED.
CONNErCTION TO ANY EYMSTING ROAD, A PERMIT SHALL BE OBTAINED rROM 7HF-7 WRGINIA J. TEST REPORTS ON SELECT MATERIALS MUST RE -SURM/77ED SHOMAX,' THE MA7ERIAL MEETS REQUIREV GRADATION FOR TYPE t, It
CIEPARTMENT OF -rRAA1SP0R7-A7-l01V (VD07). 7TItS PLAN AS DRAWN MAY NOT ACCURA7ELY OR N PRIOR TO PI.ACING ACCREGA;W BASE
RlErLECT THE REQUIREMENTS OF 7NE-7 PERMIT WHERE ANY DISCREPANCIES OCCUR THE 4-. 7HE REQUlfiFOWENTS TO PUGMILL AGGRE01-17E BASE WILL HE WAIWED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT
RLQUIREMEENTS OF 7HE PERMIT SHALL GO11FRIV. 7HE COMPLF770tj Or THr INSTALLA770AI OV THE AGGREGA]IF HASE, IN THE EVENT THAT 7HE SURFACE COURSE IS APPLIED PRIOR 70
2 0 60 DAYi1c, Jt4E PUGM/11 REQU T WILL APPLY
. ALL JW117ERIALS AND CONSMUCTON METHODS SHALL CONFOHM TO CURRENT SPECIFICA77ONS 5. 7-HE lJSF OF AN AGGREGA7E SPREADER IS RY-QUIRED WHEN PLACING AGGREGATFE BASE.
AND STANDARDS Or VDOT UNLE5S OTHERNSE NOME-0- 6, HASE MUST BE APPROVED BY LEN FOR DEPTH, TEMPLA T-F, AND COMPACTION BEFORE- SURrACE' rREA TMENT IS APPLIED.
SH B OF IV R F I h 7H
3 EITOSION AND SJLTA770N CONTROL ME'ASURES ALL E PROW D / ACCO.DANCE W H E Z PRIME COAT MUST BE APPLIED TO BASE MA7EXIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME C01-AT RC-250 0 0.3 GALISQ. Yo.).
APPROVED E-ROSION CONTROL PLAN AND SI-11-ILL HE INSTALLED PRIOR TO ANY CLEARING, 8. -HlnjjWIJVOU.5 SURFACE 70 REAPPLIED IN ACCfW.)ANCC WPhl CURVENT VIRGINIA DEPAR77WENT OF TRANSPORTATION SPECIFICATIONS.
GRADING OR 0-r-HER CON."jTRUC770N. 9. ENCROACHMENT- POST55, WALL�% 5 OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWA Y's CAPACITY OR
4. ALL SLOPES AND DIS7URRED AREAS ARE To IHE FE-R77LIZEV, SEED&A AND MULCHED. M11ANIG SArETY, SHALL NOT BE PERAWIT7JE-0 Wrl-IIN 774E RIGHT OF WAY ONLY THOSE STYUG7URES SPECIFICALLY AU77-IORIZ-FD BY
,5, THE MAXIMUM ALLOWABLE SZOPE 1-5 (HORIZZONTAL.- WR77CA-1). WHERE REASONABLY P-ERMIT ISSUED By WRGINIA DFP-lAR7MPDvr or TRANSPORTATION MAY HE LOCATED WITHIN Pliff-T S7RF-'f-'7S RIGHT Or WAY
OBTAINARL& LESSE-R SLOPES OF a 1 OR RET7ER ARE 70 BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MATLINED DITCH MAY HE REQUIRED WHEN IN THE OPINION
OF THEF COUNTY ENGINEER,. OR DEES'1631V-Et, IT IS OFE-EMED NEECESSARY IN ORDL-R TO STA811-17F A GENERAL WATER-& SEWER CQJ
_VDITIOM
DRAINAGE CHANNEL
Z ALL rr?A.MC CONTROL SIONS SHALL CONFORM NTH 774-F VIRMN/A MANUAL FOR UNIFORM 1� WORK SHALL RE SUBJECT TO INSPE-CTION BY ALVISMARZ-F-E COUNTY -SERWCE AU77-10RII-Y INSPECTURS. THE CON7RACTOR WILL BE
RESPONSIBLE FOR NOfIr)ING 7HE PROPER SERIVICL AUTHORITY OFFICIALS AT THE START OF THE WORK.
7RAF'rlC CON7ROLI DEVICES.
8. JJNLESS 07HE-RINSE' NOTED, ALLI CONGHL-TE PIPE SHALL L9E REINFORCED CONCRETr PIPE-aAS,5 2. THE LOCATION OF EXIS77AIG U771-/77-PS ACROSS 7HE 011C or 7Hf-.- PROPOSED WORK ARE NOT NEC-F-SSARILY S14001 ON THE
PLANS AND WHERE SHOMV, ARE ONLY APPROXIM,,17ri-Y GORREr,7: U4-F- CON7RACTOR SHALL ON HfS OWN fNf77A77VE LOCA7E ALL
11L AD P/PE INSTALLA770N MUST COMPLY W7714 OSHA S7ANDARDS UNDERGROUND LINIES AND SrHU07URES AS NECESSARY. 7E WE
9� ALL EX(,'A VA 770N VOR UNDERGROU 1 3. ALL MA7ERIALS AND CONSTRUCIION -SHALL COMP-1Y WITH, THE CURRENT EDITION OF THE GENERAL WA R AND SE R
FoR THf Cot4.57RUCTIOIV INDUS7RY (29 CFR PART 1926)� CONSTRUC710YAl 6PECIFICA77ONS AS ADOPIED BY THE ALBEMARLE COUNrYSER)ACE AUTHORITY
4. DA 7UM FOR ALL EFLEVA 77ONS SHOWN IN NA nf-WAL GEOVE77C SUR VEY
GENERAL CONSTRUCTION NOTES FOR STIREETS 5. 7HE CONTRACTOR SHALL HE RL5POA15ZOLE FOR NOW-WhIo "MISS Umllrr (1-800-552-7wl)�
L ALI. MATF-PJALS AND CONSTRUCTION MUST BE TESTED AND DOCI-)MEN711--D ACCORDING TO VDOTSTANDARDS & ALL W47ER AND SEIW-'R PIPES SHALL HtIW--- A MINIMUM OF 3 FEET OF COWER MEASURED rROM 7774E TOP OF PIPE, OVER THE
AND, SPECIF7CATIONS CEN7M-INE Or PIPE 7HIS INCLUDES ALL HRF HYDRANT LIN-0S, SER11110E LA7ERALS� AND WATER LINES, ETC
-2. SURFACE DRAINAGE ANO PIPE DISCHARGC MUST YE RETAINED W17HIN THE' PUBLIC RIGHT -Op' --WAY OR Z ALL WATER AND, SEWER APPURTENANCES ARE TO BE LOCA7ED OUTSIDE OF ROADSIDE DITCHES.
W17HIN EASEMENTS PRIOR TO ACCEPTANCE ALL DRAINAGE OUWALL -EASEMENTS ARE TO BE EXTENDED TO & VALVES ON DEAr)END LINES SHALL HE RODDED TO PROWDE ADEQUA7E RESTRAINT FOR THE VALWE DURING A FUTURE EXTENSION
A BOUNDARY LINE OR A NA 77JRAL VIA TER601) RSE OF THE LINE.
J GUARDRAIL LOCA 77ONS APE APPROXIMA 7E EXACT LEENG7H, LOCA TION AND APPROPRIA TE ENDf 77?EA IMENT5 9. ALL COMMERICIAL BUILDINGS WILL HE PEQUIRIED TO HAIVE A RACKFLOW PPEVENTER
WILL VE FJEID "EIF)ED AT THE nM---'- OF CONSTRUC770M. ADD17101VAL GUARDRA11- MAY BE REQUIRED AT 10- CONTRACTOR, SHALL FOLLOW ALL THE CURRENT GUIDELINES & SPECIFICATIONS OF THE ALREAdARLE COUNTY SERWCE AUTHORITY
LOCATIONS NOT SHOWN WHO/, IN THEE CIPIP41ON OF VVIOT (rO-R PUBLIC, ROADS) OR THE COUNTY ENGINEER
(FOR PRIV67F� ROADS), OR DESIGNE& IT IS DEEMED NECESSARY WHEN GUARDRAII- IS REQUIRED, ITSHALL
RE IN-STAttr EDGE J WM 4 EPA E
D pouR (4) r-y-Er Or-FSF- T FR OM ME Or FA Et T 70 TH C OF rUARDRA L AND
ROADWAY SHOIJI-DER WDTHS SHALL BE INCREASED TO SEVEN (7) FEET TOP
4. WHERE UPXAN Str=N-S ARE )AIST.ALLF0, ALL RESIDENTAL DRIVEWAY EN7RANCESSHALL CONVORM OF 4-- .2" R
TO VDOT CG--9(A, 8 OR C). CURB 4- CONC.(3000 Ps/ AT
5� KIFERE RUPAL CRa5S SECTfONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY rENTRANCES SHALL CONFORM 28 DAY OR STRONGER
TO VVIOT STANDARD PE-1. ALBEMARLE COUNTY ENGINEERING FINAL PLAN GENERAL NOTES PAGE 2 OF' 4
6. COMPI-1ANCE WTH WE MINIMUM PAVEM&NIT W07H, SHOULDER WD7H AND DITCH -SECRONS, AS SHOWN ON
IETAIL, SHALL BE S7RICTLY ADHERED Ta
THE T)PJCAJ- PAVEMENT SECTION b
-'UBr
N, 13"
Z ROAD PLAN APIPROVAL FOR SUBDIVIS101 5 IS SUBJECT TO FINAL 5 )IWSION PLAT VALIDA770N. SHOULD THE 4
NINC 4
FINAL PLAT PVR THIS PROKCT EXPIRE PRIOR TO 90y AND RECORDA 77ON, THEN APPROVAL Or THESE 4 7z`
13. 4. 'A.
Pl-Af,L5 SMALL DIFAIULL AND VOID. 4" 21-A STONE BASE
& ALL. SIGN!5' OR 07HER PEGULA TORY 00ACES SHALL CONFORM WTH THE VIRGINIA MANUAL FOR UNIFORM
'R -T
7RAMC CONTROL DEWCES AND THE AL-HrEWiftE COUNTY ROAD NAMING AND PROPERTY NUMBERING CONG if E SJDEWALK
ORDINANCE AND MANUAL. 4
A 7RAP-PIC CONTROL OR OTHER, REGULA TORY SIGNS OR BARRICADES SHALL HE INSTALLED BY 1HE DEVELOPER MIN NO SCALE
W4-FN, IN THF OPINION OF THE C0lUNrY ENCANETR, OR DESIONK-E, 7HEY ARE DEEMED NECESSARY IN ORDER
TO PROWDE SAFE AND CONVENIENT ACCESS. - 70 2-'
10. ME SPEED LIM17,"; TO bE POSTED ON SPEED LIMIT SIGNS ARE 5 MP14 BELOW THE DESIGN SPEED,, OR AS DOT #57,#68� OR #78
DETERMINED BY VVOT FOR PUBLIC ROADSK STANDARD CG-6 SSTONE BACSE UNDER CURB
11. KdOT STANDARD VD-7 OR C`D-2 CROSRS' DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE, MATERIAL AT & CHECKED BY WDOT
ALL CUT At -it) FILL 7RANSITIONS AND GRADE SAG PONTS AS 55HOW ON THE ROAD PROAX-05. CURB & GU TTER PRIOR TO PAVING AND/OR
12 A 1ADE0 CAMERA INSPEC770N JS REQUIRED FOR ALL SrORM SEWERS AND CULIWERTS THAT ARE DEEMED NO SCALE BACKFILLING.
INACCn.5)BLE TO W)OT OR COUNTY INSPECTIONS 7HE WDEO INSPECTION SHALL BE CONDUC7ED IN
ACCORDANCE W77q VVOT'S VVE0 CAMERA INSPECTION PROCEDURE -
ROAD NOTES
1�10T COO I , 1 11 , 1, THE FOI-kOlN114&M.
:E7�
GRAMYG -L fA 0
- �j
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qATE 'E I SEPARA ITEM AN �Hou 0
IH- ALK ll� PROMPF-P, By TFUN D,DG�',ESz tEj�A H
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ME !.A!-VST E-DiTION OF INE ROAD & HRIDO'lf: SPECIFICATIONS, THEROAD & BRIDGE STANDARDS OF THE Fv
I TM AQ I 4i5 D L
1 1��ll I-,rll Fl
R'I
WRGYNIA DEPARTMENT OF TRANSPORTATION SPECIFIC477ON-S SHALL GOIVERN 7HE MATERIAL AND CONSTRUC770N pFvRSllu`&J, Fp ". ts
Tell
ME-0100S of- nws PROJECT --'uRflZqEl-llll%6 bm".11bawE TO Tr
2, WHERE UNS-VITABLF MATERIAL IS ENCOUN7EWD IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE
-0E 011,499 RM m �y BE: C 1- m6LIOLITH P- ITH Rklif'
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RnAn Qlr-'"T rf WAY WD77H AND REVIAC-60 NEGE SUITABLE MATERIAL TO 774E SATISFACTION O� eNR D ust 1111-2 Iwolv?N JCWT WITH k 14ED RAR&
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3. ALL GROWT-H OF IREFS AND VE-GETATJOhl -SHALL BE' CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER
RAW rt�PM� t1TW
1�1 NO. X 11",PLACM ll(�Etjlp TO , 0�'��IJTER k0l'jQ
5
Typ
PPAPEN LAP
SUBGRADE
T%ES owv W-GE7A 770AI W41cH 08,57RUC"r SlrAff DISTANCES AT ROAD )N7ER5VC770NS SHALE HE REMOVED
TO PRIOR TO
.1111i
So e0fg, Cqv-ai: fW,
ASPHALT PAVINk- ROADS
4� AVL VEGV:TA77O/V AND O'VER8URDEN TO BE REMOVED FROM SHOULDER 5HOULDER ME
.40, mwr, IT 'To suna ni0ps
dOTTEN !R I' TAND
T
C�S-JWUC,770N OF RIE SUBGRALE
p r Rgl
,-L Ilw AYMENT 1,
'0
-'CALE
F
181�11MOIW'ml-,,Rlll- ll-K "A
11- W.,
N 0 5
T
7nl`ll� UZI ;111
-D—RAIALAGE
1.
-pr PRIvAm -ENTRANCES, SHOKW HEREON ARE TO HE RCP WTH A MINIMUM COvr--R
A L L PIPE CUL VCR I-% Excr
flowOlsmlll�l
go a"I",
TYPE 'a
OF ONE (1) FOOT
I l'!ATEI) BEI-1113 -�H sT
D F, IN 23a, rumAoi
- I ,
PARALLEL
2�
Cr R lJD-4S) TO RF PROWDED AS INVICA7ED ON' THEE PLANS, OR
S7AIVDARD UNDERDRAIM4 ( J-1 OR 00-2 0
5 6 A FAelfxy 411 eL a w 0,
PINE -HE 17PI-1) COND177ONS INVICAI-V
T
r,".
J
ALL iRIVE10Y ENTRANCE PIPE�53 SNAIL BE A MINIMUM OF TWNTY (20) FEET IN LENGTH AND HAVE A MINIMUM
r
A-F gmuflix, Of, Im"1119 I'll
79 TW
\J11
DIAME7ER OF FIFTE-EN (15) INCHES AND SHALL HE PLACED IN ACCORDANCE NTH 7'H-E WRGINIA DEPAR71WEENT
p L�T Cr
'h� T"' -'V' I DMT
W= i2g. 6�)A'ff'ECR�FflTf &,'A Al"F-1
or 7RAjv.5p0RTAj0fV 5Prrlr7CA770NS UNLESS OTHERPYI-SE NOTED ON PLANS.
.AltVAWLI
JAkAily
3i"c -,WprlAt , e�lffi E� 47
4�10�
A , tit
T4.
4.
ALL DRAINAGE EASEMENT SHALL BE GLEAREV AND GRAVE-0 'TO T14E SA?ISFAC77ON OF THE ENGINEER
I7CO
MIT M3 RIP 4�.OM
"I
dklpi,�VORM
EQ . F EMENT
11 M *X., SAME AS NIP QF CURB
DRAINAGE EASEMEN75 SNALL EXIEND TO A PCOVT DEEMED, AS NA77JRAL WA7F-R COURSE.
RAllll'-' E Ijl,�,l 10 AWN 41 li u'll 1;
r � 11
IjE �S ARED
JL : R
Typp, C
P�W-ALLEL t PF.PPENOICULAR
"TO, �`v
I -VI. S WHERE U 'El RALIR� Nt TERSEST, -A _R4014-1, SECTIV4, OF
P
RE' FER TO TREE
STAKINIG DETAIL
,RENCH EDGE AROUND
ENTIRE AREA TO BE
MULC�ED
REFER TO ROOTBALL PiT
IDETAE
NOTES;
1. SET TRIF PLUMB PRIOR TO STAKING -
ALL PROiNING IS RESTRICTED TO) THE REMOVAL OF DEAD AND BROKEN BRANCHES AIND
2.SHALL BE PERFORMED UNDER -THE SUPERVIS"ON OF THE LANDSCAPE ARCHITECT.
ANTINIG
i \ TREE PLA
p / SECTION
N, I lb.
3jqe, AT I, E -, T Flrlu
A �ACVTAONr�ly
'Tu
r
,f TH ly!'Mil
'I'll P. *.p p 0-
0, Q Q 0, 9 C� q
Op Q 9 0 0 01 9 0 10 Q a 0
WYCTLR
A0
rep Djp?&. -- — ---------
mr, 0 -Re"15,411 -11
PH C RAUI�l FLOOR
DIA17-TER
-OA —Llhllll�
UA
JR3
DETECTABLE WARNING
TED DOME, r JAI Lr, WA
GETEC. . 8 FINING
100�T&-LED A RADW DETAIL
xv0Crr vpr
gt',C',
CG�-112' DETECTABLE. WARNING SURFACE
-RAL NOTES)
��T �l Z-13-law —VATS :(GEN r vAq
OF TRANSPORMION 502
-w-3.0 5�
GUYING DETAIL CONSISTS
GUYS,SET ',20* AROUND
41 PIT ON "UPH;LL" SIDE
�R TO TREE
KING DETAIL
IPACT EXCAVATED SOIL
-ORM ROOTBALL PIT
DOWNHILL SIDE OF TREE
ICH EDGE AROUND
RE AREA TO DE
�3HED
�:R TO ROOTBALL PIT
A 1 -1
NOTES:
i, SET TREE PLUMB P-RiOR TO STAKING
2- ALL PRUNNG 18 RESTRICTED TO THE R5:MQVAL OF DEAD AND BROKEN BRANCHES AND
SHALL BE PERFORMED LINDER THE SUPERVISION OF 1-HEE LANDSCAPE ARCHIT ECT
SECTION
N.T.S.
qT—1 Ul Fj D Q 0 1
n F
I
�;IANOARD ORANCE 111Nr- OR PI-AS77C CON37RUCTION
FENCE ATTACHED TO POSTS (PRE-VIEA7NERED V100D,
GALVANIZED STEEL IRON OR THICK PIK' -LAS77C), AT
LEAST 40" ABOVE FINISH GRAVE W17H SPAN BETWEEN
POSrl NO CREA17r-R 77TIAN 6' ON C-FlYTER. EVERY NIN77TI
POST SHALL CONTAIN A WAIRNINO SIGN THAT CLEARLY
IDENMES 77HE FENCE AS A TREE PROTECRON FENCE.
TR —FE EEO --SSE
TEG-LION FENCE (FOR USE —IEEE-9A —S)
STANDARD ORANGE
VINYL CONSTRUCTION
FENCE
TREE
BAR STAKES
lqYL
� "T" BAR STAKES
PRIVATEACCESS I PRIVATE ACCESS
EASEMENT C L POINTOF EA5EMENT
FINISHEDGRADE
SqNPACECOYA'$Y
EXIST GROUND
J?
INA
CONC DRAINACRP rtWC PRA G-F
RIBBOAf P18YON
E&S T WOUND' EXk!;T' WOUND
-1 - -----------
20' CVATJVC"R SffAAZ,9AW-7M AMMff VNhlff WMF
AWAW VP MW A"MAY AM CAPA" ar 84rPMRTfjW
Typ
.164yz AL�r s
A-Mloff AV" & rawmE vArAM"IR ZfAwhrs ZIP Av Rl# 2v".
PEIL"P6 ALLrr (.4Z",r L) & M,"ELJUS A--MXY (AL-Z9Y F)
.D,rslcN sinezo zfozr Zomffi
,*O=r -7'49 ,5'r,.4-ZR
P'T = 1.0
Location lCv
Joesign
-Z�R
a'se
—SSV— Dr sulf-oce b a ase b �a
Sui b-base III a
jDp
AD-f
Belvedlere BoWevard 2537 2
2557
4
4 18.02 S—TW-9.5 2 2.25 W-25 5 2.25
21A 8 0.6
2k55
Fovvler Street 9io 2
Ph 14
ft,s Afley - =2
1230
160
4
4
4 14.50 SM-9-5 1.5 2-25 IBMI,25 3 2,25
2.25 B-TV 1-25 2
4 8.38 sm�95 1,5 2,25
I
—2 1 A 8 0-6
2 -1 Alk 6 0.6
14.93
11.48
COMPACTION OF SOIL AROU114D
00N EQUIPMENT.
110M)f IKIC' AT Al I DrAtAfTC /nlXDl Wr'
4A�l I r-jlf�� jw
IS.) DESIGNATED BY OUTSIDE EOCES OF TREE BRANCHES)
TREE PROTEECTION DETAIL (r'
�06 -;E FOR SPECIMEN EELS)
NO
MOUND
EXIST GROUND
EXISrOROUND 7
EXISr GROUND
7
EXIST GROUND
ALANMW
S?w
cicwrlprw
9XVIALK
crl-a 1 4- PaINT Or CO-6
GURU GUMP C'�� FIN1-53"Er) GRADE CURB & GUTM? _51DEWALK
p"Itl7m
-10, 10* —6
LANE LANE
QNSTREET ONSTREF T —
PARKING PARKING
36' FIC-FIr
w Rlw
TYAMAZ ST".FT SWTION
"JrZF,R Sr"AT — Sr.4 14+00 — YTA 17+80 FU"C ROA�V rRAVEL L4NES JrZTO
,VjrS4WN YP.FFP Z6 mffi PAP -cm ON .80-rH 171DR-5
JVOT TO SeWLT
is
J
mguh
A
POIN T OF POINTOF CG-6
CURS,k GUT7BR FINISHED GRAJDE IFIWSHED GRADE GURR & GUTtER SO-E-WALK
4
--,B' ONSTREET- 8/�K 10' 10, '51 HIKE S'ONS7PEET-1
6- PARKIA10
LANE TRA',VEL LANE IRAVEL LANE LANE
....... 46'FIC-FIC—
t2.;=F j-72-5-4-1
R/W—
TYP14YAL STREWT SWTION NOT-y-
BffLVZ&f" BLVVt (,YT.4 fX+00—f8+60) — FUB"Cv RO" PARKIM Off BOTH
AAS'119,ff SArX.0 "Jfff ZSmffi SIDERY Wffff BlJA(-P-0VTS
ArOT -TO SCALAR
jpm—
-Xf) PARKNG
GG-6
R/W
CURB 4, rUT[r-R
K.
PLAMW
2,9' EIP-EIIP
POINT OF
rlIVISHED GRADE
IM-11
CO-6
CURB & GU77-rl?
CIVSMECT—j 11
PARKING
-32, FIC-FIC .. -11
- 57� R1W
TYP,104L ST".ATT SAMAOAr
M#Z9ft, STM" (RO" Jr) — STA 0*50 — STA— f4+95 — fiV-B"C RWAD
,DjrS-XAr SPXZD Rf mjA
NOT TO SCVALE
cvmrmm
WIEWN-K
PLANTWO
Sim
EvSr GROUND
AIVTN.l
TR4v.vz LAN-P.7 JrA7H
PARAMAV7 ON ON-V Shn-F
1�- 0-1-
ENS �r IND
EXISE GROMD
4 v
1� -
1YISr GROUND
.-I
vJ:j 0jr
SCOTITT-1 R. COLLINStZ
Lic. No. 035791,1�
MEN!
"01
"01
JUNCTION SORES, TRANSFORMER PADS, PEDESTALS, ETC.
SHALL NET BE LOCATE!) WITHIN THE RIGHT OF VAY,
VARIES
WATER SEWER
ra 7)
LOCATION OF OTHER UTILITIES
(GAS, .)
ELECTRIC, TELEPHONE, CABLE, ETC
EASEMENT WfDTHS1 'WATER OR SEWER 1114LY 20' NINIlPlUI14
WATER Z, SEWER — 30' MINNIUM
SEE PART 9, PARAGRAPH Dj SEPARATION OF WATER SEWER SYSTEMS,
UTILITIES CROSSRIG A WATER OR SEWER EASEMENT SHOULD _13r: AT
90' TO THE RIGHT OF WAY,
UTILITY LOCATIONS & EASEMENT WIDTHS
NTS
FIG, W-1
SEWER SERVICE LATERAL CONJINECTION NOTES:
1. WHERE A SEWER SERVICE LATERAL C901ECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICA 'TED ,THE TOP (CROWN) ELEVATION OF TILESER VICE
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: CON14ECTED USING A PIPE SADDLE.
1 MINIMUM GRADE FOR SEVER SERVICE CONNECTION SHALL BE 2%
(1 /4- PER FOOT
4. ALL SEWER LATERALS SHALL HAVE A NINIMUM COVER 2' MIN
DIAMETER OF 4'% 199%
5. ALL SEWER LATERALS SHALL HAVE A MINRIUM COVER T—
OF .3 FEET.
SALT—/
TR EATED
x
FINISHED GROUND 2 4
MARKER
PLUG FIND OF
MAIN LINE SERVICE LATERAL
SECTION
5
IN LINE WYE-TEE
P LAN
T 'VARIES
IE
SEWER SERVICE LATERAL CONNECTION
N,T.S.
FIG. 3-2
TD-31
4! N TER 09,ANICH ANA
V, LVE
GOOD F0(Jj\1DATI()N kAIATERIAL ROCKY 'FOUNDATION INIATERIAL
,
2- - ------ - INITIAL 8A(`K-- FIU_—,,,_,,,
_1 m IN. �IRIMJ MIN
#6,5 samiE
S7ABLP ;SDIL ROC(
SCRAPE THE EIGITTO'NI OF THE TRENCH. REMOE rALL
STONES TO INSURE THE PIPE DOESWT REST t tN ROCK AND
TC',0�41Pk,"T THE
#6HEN 84 STOINECAL OR PROVIDE A 4HEI)DING OF
SOIL C0NDITI0I`q,, FOUNDATION IN POOR 5,OIL LJ
Mx
INITIAL BACK ILL---,
UNSTAaLE AIN
SCJ I L
&,JULPAR HLL A�
APPROVED BY ACSA
__11�_TABLE SOIL Or. plfj-CK'�`,
NOTE
NO ROCKS `HALL DE ALLOWED Ii.41THIN 24` CIF THE WATER LINE5,
NO R,0C1<,S LARGER THAN 6"" IN ANY DINAIENSION SHALL BE ALLO10ED
ABOVE THE INITIAL BACKFILL.
3,THE INITIAL 1BACKFILL SHALL BE PLACED AND CONAPACTED IN 6" LIFTS.
14-NO ORGANIC OR FROZEN MATERIAL OR [JEEIPIS SHALL BE ALLOWED
IN THE TRENCH.
5, HELL. HOLES 'SHALL GE DUG OUT IN ALL CASES -
DUCTILE IRON WATER
PIPE INSTALLATION BFDDING
ITS
TP), "k-2.
VARIES
dG-pINT r-mrim's
,0�J—LINE
(-rYPF
-FJ- 2
VA R_ I E THIREADEP CIOUPLING , 3
In"Ir NIPPLE AND CAP
or
0 8RASS N11"PI 17, AND CAP
1 -
11b L!.%VRJCATE ALL THREADS
THRIJ51F
_F ell
,r METER BOX fSEE FIG, W-1)
'VALVE '7 STONE
0.TNG-\ 1 FIT PIPE
TQ PRAIM IF
Al VARIES
55
PIPE
�'-2* TIr-I'MEADED TAP
1,hIATER 1,41AIN Aprkv VALIVE
ARE SAE,1E $111E
PLLJG.
DEAD END
(TYPE "W')
I
TYPICAL 81—MAI—OFF ASSBABLY
F4T,
FICL W-8
AIR RELEASE VALVE
BRA S$ OR BIRONI PIPE
DRAIN TO GR,rDE
IF POSSIBLE--,
BRICK SUPPORTS OR
'EMEN �OUD f I T BLOCKS
45""
ftm
4
-p C\
L
FOR ALL BENDS FOR TEE OR WYE FITTINGS
WIDER TRENCH TO
ACCQMN10DATE
ANCHOR IF
REQUIRED.
Mtn
4151 4
BEDDING AS
REQUIRED
L
T,
SECTION 2-
PIPE
DECREE
BEND DIMENSIONS VOL.
TEE AND PLUGS
VOL,
SIZE
OF
(FEET) CU,YD,
(FEET)
CU,YD,
L
1-4
90
2.50
2.50
3.01 0.24
e
45
2,Q1D
2 � 25
2,60 035
2.00
2,25 5
5 0
0.15
22 1/2
1,50
2IQQ
2,5-2 QAQ
11 1/4
1.50
2.00
2150 0.10
d9O
3.0
3A6
Ji 2 �tO 4 �a
45
2.66
2.66
G M'
22 1/2
J,66
O
316
2.91
2,o6
Ot 3?
11 1/4
1,66
2.16
2,67 0,13
0)o
403
3,85
3,42 0,83
10" 12'
�" 5
13
3.58
2,95 0,43
183
4.00
2,83
015.2
?2 '1112
2733
2,513
2J36 0,24
11 114
1,83
'3_�
:,84 0,18
THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE ; CHANGES OIRECTIOi\4 CHANGES
SIZE, DEAD ENDS AND AT VALVES,
,71 USE 25QO P.5A. CONCRETF.
a. ['40 CONCRETE SHALL BE POURED ON ANY PART OF THE JCINIT.
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE 70 THE VERIFY THE TYPE & SIZE OF
ALI THRUST BLOCKS.
CONCRETE THRUST BLOCKS
HTS
FIGW-3
"--TYPE "K` SOFT
COPPER
CORPORATION STOP
TO-3
NISHED GRADE
GATE
STONE
1) A PRE(,AST MANHOLE CONE AND COVER WITH WATER CAST ON Lit) FOR TRAFFIC
AREAS, OR A PVIETER BOX ASSEMBLY IN INON-TRAFFIC AREAb, OR APPROVED EOUAL,
E D.
SHALL 0 USE
2) FOR 1WATERLINES SMALLER THAN 12' USE A I- A.R.V. AND FITTItAGS, FOR WATER
LINES 192" AND LARC�ER USE 2" A,R,VAND FITTINGS,
3) IN SITUATIONS WHERE THE A.R,V, ASSEMBLY CANNOT BE OFFSEI FRO,'w THE MAIN AN
LINE ooEs NOT Sup'POP7
ADEQUATE FO.L)NDATION SHALL BE INSTALLED �O THE WATEI;
THE MANHOLE CONE,
AIR RELEASE VALVE (ARV)
NTS
FIG. W- 9
TD-20
NOTE; HYDRANT MUST BE
EQUIPPED MOTH CHARLOTTES-
VILLE THREADS WHICH IS
'AL STA THE _00 NDARD,
+ LENGTH QF BRANCH VARIES
2' TO 10'
13"-22" VAI VE PROX
7 CV, F T.
#68 STONE
42"MIN 43' CATS
VALVE
it TEE
2.509 P.S.I. GONIGIRETE
BASE A14D THRUST
BLOCK AGAINST
UNDISTURBED STABLE
STEEL PILE--_
RESTdAINED JOINT FITTNGS
WHEN THE SOIL IS DISTURBED OR WHE'N
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURINC CONCRETE, A STEEL PILE SHALL
BE USED AS ADDI FIONIAL SUPPORT.
NOTE
1 � '_�URROIJND WEEP HCLE5 WITH GRAVEL AND KEEP FREE OF CONCRETE,
2. IMAIN FAIN A 3 1/2' WN, COVER FROM THE 14AIN TO THE FIRE HYDRANT
INCLUDIMG DITCHES )
1 FINISHED C� ADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
'H.
IT IS NOT ALLOWED IN THE DITCH.
5. FIF.E HYPRANT5 SHALL 9E $15TALLED AT _QCPjIQN5 WHERE- VEEP
HOLES ARE ADOVE THE PIREVALINIq 0RQUNQWATEj?, ELEVATION. IF
REGUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL IRE
PLUGGED AND THE HYDRANT SHALL BE PUNIPED DRY.
TYPICAL FIR[- HYDRANT ASSEIVIBLY DETAIL
FIG� W-4
011 )HE a FI_NAWW�%_,
TD-8
FRAME & COVER
(SEE FIG. 5-1-0,E)
STREET SURFACE OR
NON -PAVED AREA
SLOPED AF
RUBBER COATED STEEL
STEPS CAST IN PLACE
"
V-0MIN
PRECAST REINFORCED
CONCRETE SECTIONS
1A �
"0" RING SEALS 4 I N N4
MINIMUM ELEVATION
i
DIFFERENCE ACROSS M.H. 5",'' 7, 4-
FROM (INLET TO OUTLET
SHALL BE 0.20 FEET.
DEPTH OF FLOW CONCRETE-
FILLETS
VARIES
� 70, EL
BE CHANNEL
3/4 DIAMETER 0
CON71RI2011ING
SEWER.
12"
A FILLETED INVERT FOR A SM00
TRANSITION OF FLOW BETWEEN
INLET & OUTLET PIPE SIJAIL BE
PROVIDED,
MIN. 6" BEDDING
NOTE
W1 NO, 68 STONE
1. BEDDING THICKIIIESS REQUIREMENT SHOWN
IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT
FOR THE SOIL CONDITIONS
2. THE CONSULTANT VALL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
1 ALL JOINTS, LIFT HOLES, INLETS, OUTLETS
TO FIE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE
SECTION
SHOWING BRANCH
TIE-IN
N.T.S
FIG. 5-1-A
TO-25
PLACE 5' GALVANIZED " WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
AS DIRECTED, MARKER 1_0 0,-\T10'11 MW MAY BE SUE0T
TO HICHWAY DFPARTMENT APPROVAL
FINISHED GRADE ---ti
-
0
ADJUSTABLE VALVE BOX W1 LID
u
M.J. GATE VALVE
WATER LINE
COINCRETE 4 2',( 2! BEARING AREA,
_THRkrT BLOCK
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIG. W-5
TD-9
q as
A
Q
E
F
LAI ez,
Iq
"T
a
T
E
1. 9 li;5 t% �`Lk tag
u
III
0
u
tip I
kp
0" 0
� 'Q
1.
y tj
q,
o
v-,
ity
N :t
INPICAL MANHOLE FRAME & COVER
N'T's
FIG &A-D
AJI GENERAL WATER & SEWER CONDITIONS m ----------
WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA)
INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA
OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY
CORRECT. THE CONTRACTOR SHALL, ON HIS 0W`N INITIATIVE., LOCATE ALL UNDERGROUND
LINES AND STRUCTURES, AS NECESSARY.
3. ALL MATERIALSAND CONSTRUCTION SHALL C01M PLY WITH THE CURRENT EDITION( OFTHE
GENERAL WATER AND SEWER CONSTIRLIC""ION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY,
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
-70
- ALL WATER AND SEWER PIPES SHALL HAVE A MRNIMUM OF THREE & ONE-HALF (3.5) FEET OF
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL
FIRE HYDRANT LINES-, SERVICE LATERALS AND WATER LINES, ETC.
V
7y ALL ' VIA TER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE
DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED -TO PROVIDE ADEQUATE RESTRAINT FOR THE
VALVE DURING A FUTURE EXTENSION OF THE LINE.
I. Am MANHOUT-S wm
At 1O t kA2f 13�� P-010
9TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 2-l.
iri. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION
REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4,2014 (SENATE BILL 3874 WHICH AMENDS
THE SAFE DRINKING; WATER ACT).
BLfASTLIVC NOTES
11 BLASTING, WHERE REQUIRED, SHALL BE DONE'WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL,
STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION
AND BY SKILLED AND EXPERIENCED BLASTERS., A BLASTING PERMIT MUST BE OBTAINED FROM THE
ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO COMMENCING THE WORK.
2. ALL FEDERAL, STATE-, AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED TO
AND ANY VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE
CONTRACTOR AND/OR DEVELOPER,
3PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY, NO BLASTING
SHALL, BE DONE WITHIN TWENTY-FIVE (25) FFFT OF ANY COMPLETED WORK OR ADJACENT TO ANY OTHER
STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN, ENDS OF UTILITY LINES ADJACENT TO THE BLASTING
AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE.
4. PROPER NOTIFICATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE PUBLIC
PRIOR TO THE COMMENCUAENTOF BLASTING OPERATIONS,
BLASTING ON SATURD"S, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL WRITTEN
PERMISSION FROM THE ALBEMARLE COUNTY -SERVICE AUTHORITY.
6. WHENEVER BLASTING WILL BE UNDERTAKEN IN THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY BE DONE
WITH DIRECT "ONSITE" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF BLASTING OPERATIONS
SHAJILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR,
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Lic. No. 035791
7
y UrTHI'SE-SHEE IH 1�, N S T - Il CORNELIUS ALLEY (PRIV,,,t-A.,TEAL���EY-2,o'R],,W) ZONING LINE: Nfli 4 IBELVEDERE PHASE 1113 (CURRENTLY UNDER DEVELOPMENT) IPHASEIIBLOTS IF ONSTRVCTION PROPOSEI?
(LOTS WITHIN PHASE IIB TO E S� T
_D C
IU D B 1-1 ED 'E
RE PHAS 11B ROAD PLANS BE APPROVED UN'ER A IIII01 IUD, L. 0 6 SEPARATEPLAN -22 12, 7 LOT
I L0111- LOT 222,85 I' T, LOT 229, kin BELVEDERE BOULEA ARD ROAD rul �-�NSTRL 10POSED LIND RB -D-WITH' N�Ek.S9_r_jlqN'PR0'P0St R IJECT LIMITS (TYP.)- PHfi, -ROAD -PLANS,', 13 p RO 8 UB201 A R 'T E Glil, P PbL�E:D WITH
H PLANS
3 F/C - F/C A, + iN In) DERSUB016
IIN1 . . . ... ......... BELVEDERE BOULEVARD;� IC STRE E-T '72 1W -'PUBI JLJ
PUBLIC ROAD PROPOSED WITHI, I7, L + v
STREET NAME- LENGTH OF STREET TOTAL STREET TREES REQUIRED TOTAL STREET TREES PROPOSED H FOWLER STREET 1,446 29 29 BELVEDERE BLVD 190 4 4 W-SCOTT �R COL TOTAL: 1,636 33 33 Np. 035791 4�&
PLANT SCHEDULE COMMON NAME CANO TOTAL F QUANTITY C(DVERAG� (st) SYM BOTANICAL slzr-7 py 0) 51TE STREET TREES
AR JACER RUBRUNI RED IVIAPLE 2- 1/2" cal, 1 452 1 29 13,10-0 QP IQUERCUS PHELLOS uj
w ULj EX1STING TREES 0
0 8 0 u
�Isti,ng Tree Area 4 P_ TOTAL SITE- S6,601 8 Z Z w Planting Notes nUJ LU 1 - DO NOT PRC,CED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT OBSTRUCTIONS AND/OR GRADE <7
ui z: DIFFERENCES� EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE (9 BROUGHT TO, THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR tLj ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. uj
2� ALL PLANT MATERIAL SHALL B W, E APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ITS ARRIVAL ON SITE SEE SPECS. En (n
3. ALL AREAS WITHIN THE PROJECT LIMITS OR DISTURBED BY CONSTPUCTION OPERATIONS AND NOT OTHERWISE SPECIFIED W W Lu SHALL BE SEEDED PER SPECIFICATIONS. U) cn
Landscape Notes z
z 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMIT OF CONSTPUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION. z
W L-L
2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION > Z)
Lu C)
CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION 00 Z MEASURES SHALL. BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE 'z ON —SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND A VISE LA AND TREE ARBORIST IF ANY OCCUR. E Lu 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48—HOURS IN ADVANCE OF ANY CONSTRUCTION > w w r— r— m (n �1
ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL uj LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS u__ U_ 0 0 APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. 9z LU LL
4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA Lu
SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED jE
METHOD FOR GRADING SMALL. AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL B0BCAT/TRACT--HOE, CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING' ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR Un (A (n
w w
WITHIN EXISTING DRIPLINES. ce ve
5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES).
6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF CD CID (n ch Im
SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE Z�, zi i 1
LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. ;4 i�4 Go ;;p ;Z�
C14 ".4 rq
7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL II PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY.
r .LOT�. L Q-T J.'LOT, LOT F/C - F/c -2 2 35 �233.'. 3. 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. ILandscape Notes 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO
ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION r D IN
A 2-INCH DEPTH. MULCH RINGS 24-INCFIES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL. TREES NOT LOCA F
N PROPOSE D- WITH OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER
ki- I -SHREDDED HARDWOOD.
It-TOP'S I Ilit PLANTING BEDS. MULCH TO BE DOUBLE
L 0 T LOT B ROAD PLANS THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA
E/p NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE 10.CONTRACTOR 'TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE
I ANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING.
E/P VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAr)
IAND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 'I'LALL STREET TREES WITHIN THE PLJBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
-K&ARKING SIGN IPHAS�EIffi LOTS z
TYPICAL) ci I2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE I_(L-0-TS—W YA ffli JECT BE APP VED U1 P.) MAINTAINED AT, MATURE HEIGIl THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE IISEPAR E PL ,111t
RLANT. Im LLJ
STREET TREES PROVIDED So"O.C. AND 5"-i.dFROM PROPOSED UTILITIES-. I3 Id F- P_ RQ.JEC 0
'AR ICALCULATIONS: C'4 I0)
TOTAL 28- L90 SF al MTE A CAN AC A OPY E 15.736 I.05 ATIONS: 1.30 AC SF 01 L OT PROPOSED PLANTING CANOPY CALCUL IL01 od
LL
iSHAS 40A ui EXISTIN G ALBE MARL, X6UNTY,/ F O�,EN SPACEP -0 tO MANAGED STEER&L PES(T 2� Z Owe
0-T LO, TREEPR TION w
254 CL ILo
V F-
I< L ITS (TYP.) L 0 z Im < .... ........ I-AW& U 7 rf COUNTY 4ILBE APL- -LOT', 0 -:P 400P�S S n ::ryp PHASE IIR T v . 239 _----NO PARKING SIGN (LOTS WITF PHAS-E-ff-I (TYPICAL) z
y CL
BEAPPRPVEEDVOE�A SSRAMW PLAN) Iw
uj < r o A6 u A I -LOT IIul
F 7�.E�
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LLJ L I-4% -1 IOT < ILu 'CT ]MIT IT P.) . ..... . ... . �Mp 06200-00-00-002BO N/F BELVEDERE LAND HOLDINGS, LLC Lj I_T PARKING (TYP.) ON-STREIE OT. DB .354 PG I 485 uj
> �242 LOT 2o&/, I S 01 JDF PR Jr' OU )ARY W1, _j
TH EA Y Lu
ECT j LIMITS (T) BELVEDERE PHASE I CN 0 . . . . . . . .. . . .. 'LOT (CURRENTLY UNDER DEVELOPMENT) ILu
FOUVWL S EETx ROAD S D Sr- IN PH.. 01 TO _SH ME 30ZN -DERE H P NS UN ER ELV� A 11BIR r3
ZONING LIMIT<, E
L' T 3 \�UB D21 L IIIJOB NO. I14- IiN "M F:62A3-1 I152121
:AL�I --NMD - B Lbt SCALE ROPO4fip' YARRO DRI'Vft RO D C NSTR CTI011 'VE E P AS[ 0A1 L�r ..... ..... 30
OJECT LIMITS (TYR. LOT2 20 01.2 >
ISHEET N IIEXISING PRO YPJ PERTY LIN� (T 7
I