HomeMy WebLinkAboutSDP201900066 Plan - Revision 2020-03-26GENERAL NOTES
DEVELOPER: NEW BELVEDERE, INC
PO BOX 7505
CHARLOTTESVILLE,VA 22906
OWNER: TMP 06100-00-00-160R6
DB 5169 PG 566 BELVEDERE
NEW BELVEDERE, INC
610 WEST RIO ROAD
CHARLOTTESVILLE,VA 22901
ENGINEER:
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE,VA 22902
CONTACT: SCOTT COLLINS, PE
434.293.3719
TAX PARCEL #:
06100-00-00-161 (PART F) - 0.462 ACRES
ZONING:
SPLIT ZONING (R-4 ZONING - CLUSTER DEVELOPMENT (25% OPEN SPACE) & NEIGHBORHOOD MODEL DISTRICT
(NMD) PER ZMA2004-07 WITH BELVEDERE CODE OF DEVELOPMENT, AS LAST REVISED ON JULY 22, 2014. REFER
TO ZMA2004-07 FOR ASSOCIATED PROFFERS.
PROPOSED USE:
RESIDENTIAL DEVELOPMENT
PHASE IVA-2 (THIS SITE PLAN)
5 SINGLE FAMILY ATTACHED LOTS
ACREAGE:
LIMITS OF PHASE IVA-BLOCK 2 DEVELOPMENT WITHIN TMP 61-160R6 = 0.462 ACRES
DENSITY:
R4 AREAS PL4TTED TO DATE:
PHASE DB/PG
LOTS OPEN
SPACE
PUBLIC
R/W
PRIVATE
R/W
NUMBER
OF LOTS
AREAS (IN ACRES)
1113 5169/566
IVA-1 5193/462
0.000
1.770 2.194
1,183
0.000
0.119
0.000
0
21
TOTAL TO DATE:
1.770 2.184
1.183
0.11.9
21
COMBINED AREA: 5.256
DENSITY DU/AC: 4
OPEN SPACE %: 41.6%
R4 AREAS THIS PHASE
OPEN PUBLIC
PRIVATE NUMBER
LOTS SPACE R/W
R/W OF LOTS
J AREAS (IN ACRES)
0.167 0.000 0.000
0.000 3
TOTAL R4 AREAS TO DATE (INCLUDING THIS PHASE):
OPEN
PUBLIC
PRIVATE
NUMBER
PHASE DB/PG
LOTS
SPACE
R/W
R/W
OF LOTS
AREAS (IN ACRES)
_
1113 5169/566
0.000
1.183
0.17.9
0
IVA-1 5193/462
1.770 2.184
0.000
0.000
21
IVA-2
0.167 0.000
0.000
0.000
3
TOTALS:
1.937 Z184
1.183
0.11.9
24
COMBINED AREA:
5.423
DENSITYDU/AC:
4
OPEN SPACE %:
40.3'%a
OPEN SPACE: SEE CHART, ABOVE. NOTE: OPEN SPACE WILL BE DEDICATED TO THE BELVEDERE HOA
PARKING: 10 OFF-STREET SPACES PROVIDED WITH THIS PLAN FOR THE 5 PROPOSED UNITS
(2) PARKING SPACES PROVIDED PER LOT IN GARAGES AND DRIVEWAYS SHALL BE ACCESSED VIA
STREET (1 DRIVEWAY SPACE & 1 GARAGE SPACE)
REQUIRED GUEST PARKING = 5 UNITS x 1 SPACE / 4 UNITS = 2 SPACES REQUIRED
ONSTREET PARKING (GUEST SPACES) PROVIDED = 21 SPACES FOR GUEST PARKING PROVIDED WITH TH
I DEVELOPMENT (5 SPACES REQUIRED WITH PHASE I - THEREFORE, THERE ARE 16 SPACES AVAIL
FOR PHASE I AND II. THE (2) REQUIRED GUEST PARKING SPACES COUNT AGAINST THE EXCESS 11
PARKING SPACES, LEAVING 14 ADDITIONAL ON -STREET PARKING SPACES TO BE SHARED BY PHAS
& PHASE IVA-2 UNITS). THE 21 ONSTREET PARKING SPACES AVAILABLE ARE LOCATED ON FOWLEI
SOURCE OF BOUNDARY SURVEY:
ROUDABUSH, GALE & ASSOCIATES 2018, AND UPDATED IN JUNE 2019 WITH THE
RECORDATION OF THE BOUNDARY PLATS FOR THE PARCELS.
SOURCE OF TOPOGRAPHY: VIRGINIA RESOURCE MAPPING AERIAL SURVEY, DATED JANUARY 2016 WITH SUPPLEMENTAL FIELD SU
JULY 2018.
DATUM: ELEVATIONS BASED ON NAD '83.
FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD INSUI
RATE MAP, MAP NUMBER 51003CO279D, EFFECTIVE DATE FEBRUARY 4, 2005.
CRITICAL SLOPES: THERE ARE NO MANAGED AND PRESERVED SLOPES WITHIN THE LIMITS OF THE PHASE II PROPERTY.
STREAM BUFFERS: THERE ARE NO STREAM BUFFERS WITHIN THE LIMITS OF THE PROJECT AREA
WATERSHED: SOUTH FORK RIVANNA WATERSHED. THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY PROTECTION
EXISTING VEGETATION: THE AREA SHOWN IN THIS SITE PLAN HAS BEEN CLEARED AND GRADED FOR DEVELOPMENT, WITH THE F
IIB ROAD CONSTRUCTION, EXCEPT FOR PORTIONS OF OPEN SPACE THAT ARE TO REMAIN WOODED. AL:
THIS PROJECT DOES NOT LIE WITHIN AN AGRICULTURAL/ FORESTAL DISTRICT.
STREET TREES: STREET TREES TO BE PROVIDED ALONG PUBLIC ROADS AND SHALL CONFORM TO THE REQUIREMENTS 01
COUNTY CODE SECTION 32.7.9. ALL STREETS SHALL HAVE STREET TREES AS REQUIRED BY ALBEMARLE
DEVELOPMENT ORDINANCES.
ACCESS: THIS DEVELOPMENT WILL ACCESS EXISTING PUBIC ROADS LOCATED TO THE WEST VIA PUBLIC ROADS AND PRIVATE
ALLEYWAYS, INCLUDING BELVEDERE BOULEVARD AND FARROW DRIVE. CURB AND GUTTER AND STORM SEWER SYST
WILL CONVEY DRAINAGE WITHIN THIS DEVELOPMENT. ALL PROPOSED ROADS SHALL BE PUBLIC.
PHASING: THIS SITE PLAN IS PHASE II (PHASE IVA-2). THIS PHASE OF DEVELOPMENT SHALL OCCUR AFTER THE STREETS WITI-
PHASE IIB HAVE BEEN CONSTRUCTED. SEE THIS SHEET AND THE LAYOUT SHEET FOR THE IMPROVEMENTS UNDER PF
FOR ACCESS TO THE PHASE IVA-2 LOTS AS SHOWN ON THIS SITE PLAN.
STREETS: ALL STREETS SHALL BE PUBLIC STREETS WITH CURB AND GUTTER.
RECREATION AREA: NONE REQUIRED FOR THIS FINAL SITE PLAN (PHASE IVA-2).
CEMETERIES: NO BURIAL SITES WERE FOUND DURING FIELD SURVEY OF THE SITE.
RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THIS PROJECT.
SETBACKS: THE BUILDING SETBACKS FOR FOR TOWNHOMES WITHIN NMD ZONING ARE AS FOLLOWS:
TABLE 9: BLOCK 2-10 RESIDEN AL LOT REGULATIONS
Variation #21 (approved 3.2 .08 & revised 7.25.08) "build -to" range
Variation #22 (approved 3.2 .08 & revised 7.25.08) alley fed rears etback
Variation #37 (approved 3.1 .11) in Block4A, lots A-K, front "build to" lines of36'-44'
Variation #39 (approved 4.1 .11)aIIows the encroachment of steps in the 4'front yard setback for Lot 130.
Variation #40 (approved 4.1 .11) modifies Note 1 in Table 9
Variation #43 (approved 6.0 .11) increases build -to line for Block 2 town home units facing the Reserve at Belvedere
Variation #55 (approved 11. .18)-updated minimum lot frontage for Block 9 residential lots, red ucingthe minimum size from 60'+to 55' lot sizes.
Primary Structures 1, 4, 7 Carriage Houses & Accessory Structures
Townhouse SF30'-40' SF41'-50' SF51'-60' SF>60' All Lots
Front Build -to from Street 2 8'-16' 8'-16' 8'-16' 8'-16' 16' (same as Primary Structure)
Side Setback 3,4 0' 3' 3' 3' 5' (same as Primary Structure)
Rear 10, 10, 10' 10' 10' 4'
Rear 4' 4' 4' 4' 10' 4'
1. Porches (1 & 2 story), stair , balconies, baywindows, planters, chimneys, terraces, eaves, and entrance stoops manyencroach into the area
between the minimum build to range and the front R.O.W. line up to 4'from the front R.O.W. line. They may encroach intothe area between the
rear setback up to4'from thEproperty line or, in the case ofanalley easement, within 4'fromthe easement boundary. Stairs may encroach into
the area between the minim im build -to range and the front r.o.w lineup to 3' from the front r.o.w line, provided the distance between the back
ofthe sidewalk and the stairs is no less than 4'(Variation#40).
2. No encroachments are allowed within the minimum side yard.
3. Where aside setbackoflessthan4'11"is used, a 6'maintenance easement shall be recorded on all properties adjacent to the side setback of
less than 411".
4. Where an alley adjoins a side yard, the minimum setback is 3'.
5.Carraigehousesmust beI cated tothe rearofthe primary residence.
6.Otheraccessorystructure may not be placed in front ofthe pri ma ry structure.
Restrictions Governing Structures Extending Beyond the Front Build -to Line
Covered Porches Townhome
Covered Porches Single Fami y Homes
Open Porches Single Family Townhome
1. The dimensions ofa porch hall be measured from the
Min Depth 1
Max Depth
Min Width
4'
10,
8'
5'
10,
8'
3'
5'
V
ofthe house to edge ofthe floor area and shall not include a
THE BUILDING SETBACKS FOR PRIMARY STRUCTURES IN R4 ZONE ARE AS FOLLOWS:
FRONT -
5' MINIMUM, 25' MAXIMUM (MINIMUM AND MAXIMUM BEING MEASURED FROM THE R/W OR THE EXTERIOR EDGE OF THE
SIDEWALK IF THE SIDEWALK IS OUTSIDE THE R/W)
SIDE -
5' MINIMUM, UNLESS THE BUILDING SHARES A COMMON WALL AS PROVIDED IN SEC. 4.19 (10' BUILDING SEPARATION)
REAR -
20' MINIMUM
GARAGE-
18' MINIMUM FROM R/W OR EXTERIOR EDGE OF SIDEWALK AND NO MAXIMUM
PHASE IVA- BLOCK 2
FINAL SITE PLAN
SDP2019 - 00066 r -14
11V rz,
RIO MAGISTERIAL DISTRICT 4Q�
ALBEMARLE COUNTY, VIRGINIA
BUILDING HEIGHT: MAXIMUM 3 STORY UNITS. 35' MAXIMUM BUILDING HEIGHT
LIGHTING:
NO OUTDOOR STREET LIGHTING IS PROPOSED AT THIS TIME. UNITS SHALL
HAVE PORCH LIGHTS AND/OR POST LIGHTS THAT WILL EMIT LIGHT THAT IS
LESS THAN 3000 LUMENS.
TRAFFIC GENERATION:
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (LOTH EDITION)
5 TOWNHOME UNITS (CODE 230)
37 VPD (18 ENTER119 EXIT)
AM PEAK: 4 VPH (1 ENTER/3 EXIT)
PM PEAK: 5 VPH (3 ENTER/2 EXIT)
TRASH RECEPTACLES:
ALL UNITS SHALL HAVE AN INDIVIDUAL TRASH CONTAINER AND THE
HOA SHALL PROVIDE TRASH COLLECTION SERVICES.
FIRE & RESCUE:
AS REQUIRED, ALL FIRE FLOWS WITHIN THE DEVELOPMENT SHALL BE A
MINIMUM OF 1000 GPM AT 20 PSI. ADDITIONALLY, FIRE HYDRANTS SHALL
BE PROVIDED ALONG THE STREETS FOR FIRE FIRE PREVENTION AT A
MAXIMUM SPACING OF 500 FT PER TRAVEL WAY.
NOTE: ALL INFRASTRUCTURE ASSOCIATED WITH BELVEDERE PHASE IIB SHALL BE
APPROVED AND BUILT OR BONDED BEFORE THE FINAL PLAT AND FINAL SITE PLAN
CAN BE APPROVED FOR PHASE IVA-1. THIS INCLUDES ALL THE OFF -SITE
IMPROVEMENTS REQUIRED TO SERVE THE DEVELOPMENT.
IMPERVIOUS AREAS
DRIVEWAYS 0.045 AC.
SIDEWALK 0.015 AC.
BUILDINGS 0.092 AC.
TOTAL
AREA SUMMARY
0.152 AC.
ORIGINAL AREA TMP 61-16006 RESIDUE. • 0.462 AC
TOTAL RESIDEN77AL LOT AREA: 0.285 AC
LOTS 245-246 (NMD ZONING) AREA: 0.118 AC
LOTS 247-249 (R4 ZONING) AREA: 0.167 AC
TOTAL OPEN SPACE. 0.000 AC
TOTAL RESIDUE AREA - TMP 61-160R6 (NMD ZONING). 0.177 AC
NOTES:
1. A LANDSCAPE PLAN IS INCLUDED WITH THIS FINAL SITE PLAN AND MEETS
THE REQUIREMENTS OF SECTION 32.7.9 OF THE ZONING ORDINANCE.
2. PRIVATE ALLEYS, OPEN SPACE, CONSERVATION AREAS, PRESERVATION AREAS, AND
STORMWATER FACILITIES SHOWN HEREON TO BE OWNED AND MAINTAINED BY
THE BELVEDERE NEIGHBORHOOD ASSOCIATION, INC.
3. THE PARCELS SHOWN HEREON SHALL BE SERVED BY A PUBLIC WATER AND SEWER
SYSTEM.
4. ACSA WATER AND SEWER EASEMENTS TO BE CENTERED ON AS -BUILT LOCATIONS.
5. THIS DEVELOPMENT IS REQUIRED TO PROVIDE A MINIMUM OF 25% OPEN SPACE, AS
SPECIFIED IN SECTION 2.2.3 AND SECTION 4.7 OF THE ZONING ORDINANCE.
10
'90
0It
11111 �
VINITY MAP
CALE: 1" = 1000'
PHASE IVA-2 _
(PROPOSED PLAN)
IOR�
SI pN
Sheet List Table
Sheet Number
Sheet Title
1
COVER
2
EXISTING CONDITIONS & DEMOLITION PLAN
3
LAYOUT & UTILITY PLAN
4
GRADING, DRAINAGE, & STORMWATER PLAN
5
PLAN NOTES & DETAILS
6
UTILITY NOTES & DETAILS
7
LANDSCAPING PLAN & DETAILS
7
TOTAL SHEETS
LEGEND
EXISTING CULVERT
CUL VERT
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
PROPOSED PAVEMENT
EC-3A DITCH
6»
DEPTH OF EC-3A DITCH
EC-2 DITCH
6"
DEPTH OF EC-2 DITCH
... y...
EARTH DITCH
DRIVEWAY CUL VER T
BENCH MARK
CLEARING LIMITS
a VDOT STANDARD STOP SIGN
- zoo EXISTING CONTOUR
-200PROPOSED CONTOUR
240.55 PROPOSED SPOT ELEVATION
T/B DENOTES TOP OF BOX
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
;TT
OSCR. LLINS''Z
U Lic. No. 035'791,�
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SCALE
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SHEET NO.
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NOTES:
1. TOPOGRAPHY PROVIDED BY VIRGINIA RESOURCE MAPPING BY AERIAL SURVEY DATED SEPTEMBER, 2oi8.
W W W W --W-W 1 W W W W W _
�
- - -z BOUNDARY PROVIDED PROVIDED BY ROUDABUSH, GALE & ASSOCIATES. THE SITE WAS FIELD VERIFIED IN
SEPTEMBER, 2o18 BY COLLINS ENGINEERING
- - _ 2. THERE ARE NO soo-YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS SITE PER FEMA MAP PANEL
o'SCOTT R. LLINS�
I I #51oo3Co279D DATED FEBRUARY 4, 2005 & COUNTY GIS, RESPECTIVELY. ALSO NOTE THE PARCEL IS OUTSIDE
TMP o61oo-oo-oo-l6000
U Lic, No. 035791 �
THE LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDATION ZONES PER COUNTY GIS DATA.
��0 03/16/20
0O 3. THERE ARE MANAGED & PRESERVED STEEP SLOPES LOCATED ON THE PROPERTY, AS SHOWN ON THE PLAN.
oe, I — NEW BELVEDERE INC
4. AN APPROVED GROUNDCOVER TYPE/SPECIES SHALL BE INSTALLED ON DISTURBED AREAS OF SLOPES
SANITARY
PROPOSEDSEWER
`ZONAL '6
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EASEMENT D B 5012 PG 296 GREATER THAN 11 AS A FINAL STABILIZATION MEASURE AS SHOWN ON THE ESC PLAN.
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V C TORM DRA awI
EASEMENT (DB. 5169, PG. 566)` LIMITS OF EXISTING PRESERVED STEEP
_ SLOPES HAVE BEEN DETERMINED LESS -
ROJECT LIMIT (TYP.)- / THAN 25% BASED ON NEW TOPOGRAPHIC -
oo°
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LOT INFORMATION TO THE STAISFACTION OF ��� - -
LOT LOT LOTLn
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PHASE IVA-1 OPEN
SPACE
--- I -
LOT 254 2.184 ACRES EXISTING ALBEMARLE COUNTY
-- —
I - — (TMP 61-160) PRESERVED STEEP SLOPES (TYP.)
\ I TMP o62Go-00-07-000Eo
AP, D UTILITY0O TION PLANS / / / /
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/ NOTE: UTILITYORNSTALLBELVEDERE PHASE IIB � o x � , � I / / / / w .
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- I ACREAGE: 2.184o ACRES / / / / / / / o 0 0\
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30 \ LOT 253 --- I I I ZONING: R-4 / / /
OPEN SPACE
\ \ I \ 20 ACSA SANITARY
SEWER EASEMENT
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\ 20' ACSA SANITAR LOT 238 � � � � \ BY ACSA FOR ELVEDE , E PHASE IIB / �
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LOT
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MANAGED SLOPES
PRESERVED SLOPES
OPEN SPACE SCOTT R. LLINS''
io' xi6' U Lie. No. 035791 �
DECK 03/16/20
0�,�`�SI ANAL
2 2'
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F/C - F/C I (PART E)
NEW BELVEDERE INC
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4
ALBEMARLE COUNTY
FINAL PLAN GENERAL NOTES
GENERAL CONSTRUCTION NOTES
1.
PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING
CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2.
ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS
AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
J.
EROSION AND SIL TA TION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING,
GRADING OR OTHER CONSTRUCTION.
4.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5.
THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY
OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED.
6.
PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION
OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A
DRAINAGE CHANNEL.
7.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 1
TRAFFIC CONTROL DEVICES.
8.
UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS
9.
ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS
FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
GENERAL CONSTRUCTION NOTES FOR STREETS
1.
ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOTSTANDARDS
AND SPECIFICATIONS.
2.
SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR
WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO
A BOUNDARY LINE OR A NATURAL WATERCOURSE.
J.
GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS
WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT 1
LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER
(FOR PRI VA TE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL
BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND
ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
4.
WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM
TO VDOT CG-9(A, B OR C).
5.
WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM
TO VDOT STANDARD PE-1. ALBEMARLE COUNTY ENGINEERING FINAL PLAN GENERAL NOTES PAGE 2 OF 4
6.
COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON
THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
7.
ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE
FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE
PLANS SHALL BE NULL AND VOID.
8.
ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING
ORDINANCE AND MANUAL.
9.
TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER
WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER
TO PROVIDE SAFE AND CONVENIENT ACCESS.
10.
THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS
DETERMINED BY VDOT FOR PUBLIC ROADS.
11.
VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT
ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
12.
A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED
INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN
ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE.
ROAD NOTES
GRADING
1.
THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE
VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION
METHODS OF THIS PROJECT.
2.
WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE
ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION
OF THE ENGINEER.
J.
ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER
TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED.
4.
ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE
CONSTRUCTION OF THE SUBGRADE.
DRAINAGE
1.
ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER
OF ONE (1) FOOT.
2.
STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR
WHERE FIELD CONDITIONS INDICATE.
J.
ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM
DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT
OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS.
4.
ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER.
DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE.
REFER TO TREE
STAKING DETAIL
TRENCH EDGE AROUND
ENTIRE AREA TO BE \r
MULCHED
'A VEMEN T
AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL.
IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE
PROPOSED METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED.
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, H,
OR III PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT
THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO
60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY.
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED.
7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 @ 0.3 GAL./SQ. YD.).
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY's CAPACITY OR
TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY.
GENERAL WATER & SEWER CONDITIONS
WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE
RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY 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 ONL Y APPROXIMA TEL Y CORRECT. THE CONTRACTOR SHALL ON HIS OWN INI TIA TI VE LOCH TE ALL
UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY" (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE
CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION
OF THE LINE.
9. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER
0. CONTRACTOR SHALL FOLLOW ALL THE CURRENT GUIDELINES & SPECIFICATIONS OF THE ALBEMARLE COUNTY SERVICE AUTHORITY.
m
�KOTT R. COLLINS'-`
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STANDARD CG-6
CURB & GU TTER
NO SCALE
REFER TO ROOTBALL
/1 DETAIL
FOOTBALL (��� ��/j�� - ?.•;'.:;'. FOOTBALL
NOTES:
1.SET TREE PLUMB PRIOR TO STAK
ALL PRUNING IS RESTRICT TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
2. SHALL BE PERFORMED DER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
THE MANTING LD-004
12 SE ON N.T.S.
NO SCALE
VDOT #57,#68, OR #78
STONE BASE UNDER CURB
& CHECKED BY VDOT
PRIOR TO PAVING AND/OR
BACKFILLING.
CC-12 I NOTE:COMPONEN7S OF CURB RAMPS CONSIST OF THE FOLLOWING:
HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA N SQUARE YARDS)
CUBCG-3 IN LINEAR FEET)
GENERAL NOTES( DETECTABLE WARNING SURFACEHEN REQUIRED CCG-2R(AREA IN SQUARE YARDS)
1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD
2. DETECTABLE WARNNG SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP.
DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12;1 MAX
THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48�1 MAX
WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND
SPECIAL DESIGN SECTION FOR APPROVAL. L
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP q
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
4. IF RAMP FLOOR IS PRECAST,HOLES MUST BE PROVIDED FOR DOWEL BARS SO
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10+1 MAX
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG TYPE A
BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR
CONCRETE COVER 1V,".
6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5'MIN
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 12A
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER tm!T
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT
L, FIRE
HYDRANTS, DROP BE LOCATED INDLETS, ETC. VEHICLE SACCESSIBLE ROTOP LINES, IUTES PROVIDE STING LIGHT OAESCON71NUOUS PARALLEL
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL r
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED
AND USED BY PEDESTRIANS.
B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 12:1 MAX
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS% �?
PERPENDICULAR TO THE CURB. 5. MIN **
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN
TRUCK TRAFFIC) FOR CONCRETE DEPTH. AT W, , 2" HIGHER THAN
EDGE OF PAVEMENT
10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT JK)K , SAME AS TOP OF CURB
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH.
11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C
A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR
INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4'
LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME -
12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF "4C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 O O-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH
THE BACK OF CURB. 0 0 0 0 0 0 O O O O O O O LANDING RAMPy0 0 0 0 0 0 0 00 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
lq0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
I- 50%-65% OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DETECTABLE WARNING DIAMETER
AT BACK OF CURB _ 0'T 91.4" I VARIABLE FULL WIDTH I05 RAMP FLOOR _I
SEE NOTE 12. r' BASE DIAMETER
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL DETAIL
�VDDT CC-12 DETECTABLE WARNING SURFACE SREFERENCEN
PE
ROAD AND BRIDGE STANDARDS
SHEET 10F 5 REVISION DATE (GENERAL N07ES) 105
207/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
03.05
TREE GUYING DETAIL CONSISTS
OF 2 GUYS,SET 120° AROUND
PLANT PIT ON "UPHILL" SIDE
REFER TO TREE
STAKING DETAIL
COMPACT EXCAVATED SOIL
TO FORM ROOTBALL PIT
ON DOWNHILL SIDE OF TREE
�- TRENCH EDGE AROUND
ENTIRE AREA TO BE
MULCHED
REFER TO ROOTBALL PIT
DETAIL
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT
2� TREE PLANTING ON SLOPE LD-M
SECTION
N.T.S.
ILLLLLl LI l
STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION
FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD,
GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT
LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN
POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH
POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY
IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE.
TREE PR 0 TEC TION FENCE (FOR USE FOR TREE MASSES
STANDARD ORANGE
VINYL CONSTRUCTION
FENCE
TREE
BAR STAKES
'VYL
"T" BAR STAKES
COMPACTION OF SOIL AROUND
NON EQUIPMENT.
L. tnlclvu rc)v(,c Iv DRIPLINE AT ALL POINTS (DRIPLINE
IS DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES)
TREE PROTECTION DETAIL (FOR USE FOR SPECIMEN TREES
No SCALE
a
Lu -A
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JOB NO.
152121
SCALE
AS NOTED
SHEET NO
5
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY.
VARIES
10'f -
5 10'
f
WATER SEWER
3 �
O
LOCATION ❑F OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)
EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM
WATER & SEWER 30' MINIMUM
SEE PART 3, PARAGRAPH D) SEPARATION OF WATER & SEWER SYSTEMS.
UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT
90' TO THE RIGHT OF WAY,
UTILITY LOCATIONS & EASEMENT WIDTHS
NTS
FIG, W-1
rD-1
SEWER SERVICE LATERAL CONNECTION NOTES:
1. 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 2%
(1/4" PER FOOT )
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.
/7
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
PLUG END OF
MAIN LINE SERVICE LATERAL
SECTION
45'0'0"
IN LINE WYE-TEE
PLAN
VARIES
R
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD-31
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATEFIAL
24"SIZE( II`,IT1AL RACKFILL 24" IN
liIP1 _ UIN. •' �-11N I,•I'•. .
6•' BEDDING
68 STONE
* STABLE UIL F.fi k
k SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
=TONES 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
Iti INITIAL BACKFILL d
UNSTABLE
501L M VIN. , VIN. MIN _ MIN. #68 STONE
RANULAR FILL A5
M 1= <w'..i -:r• - APPROVED BY ACSA
--'_Ta E L C� L STABLE SOIL OR RCCK"'
N :, TE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24° OF THE WATER LINES.
2- NO ROCKS LARGER THAN 45
IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 15" LIFTS.
A-. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG DUT IV ALL CASES_
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG, W-2
4" ❑IAME'TER BRANCH VALVE B0
AND VALVE �
I Ill rI
LL�J
VARIES
WATER MAIN__
AIN (RESTRAINED JDINT FITTINGS
ON-LINE
(TYPE "B")
TD- 2
J. PLUG
VARIES THREADED COUPLING
PVC NIPPLE AND CAP
PVC SLEEVE or
0 GRASS NIPPLE AND CAP
LUBRICATE ALL THREADS
7H•3UST BLOCK 1 �
METER BOX (SEE FIG, W-7)
NO_ 57 STONE
M.J. FITTING
-All-2` PIPE SLOPED)
TO DRAIN IF
GRADE ALL4wV .
VARIES VA[rIES 2" PVC OR BRASS
PIPE
WATER MAIN AND VALVE 2" THREADED 7AP
ARE SAME SIZE PLUG
DEAD END
(TYPE "A")
TYPICAL BLOW -OFF ASSEMBLY
NTS
FIG_ W-8
TD-19
45'
Q max L
1 , 2
� a
LT41 fix' a 45
max
v PLUG
v I I I �
1 l
2
I
T �
1 1
FOR ALL BENDS FOR TEE OR VvYE FITTINGS
WIDEN TRENCH TO
ACCOMMODATE
ANCHOR IF
REQUIRED.
r45 MI
BEDDING AS
REQUIRED o - V
45'
MIN
T
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL
TEE AND PLUGS
VOL.
512E
OF
(FEET)
CU.YD-
(FEET)
CU.YD.
BEND
L
I H
I T
L
H
T
90
2.50
2.50
3.01
0.24
4" & S"
45
22 1/2
2.00
1.5C
2,25
2,00
2.60
2,52
0,15
0,10
2.00
2,25
2.5D
0.15
11 1/4
1.50
2,00
2.50
0,10
90
3.66
3,16
3.21
0,48
S
45
2.66
2.66
2.77
0.26
22 1/2
1,66
2.16
2.69
0.13
3.16
2.91
2.66
0.32
11 1/4
1.66
2.16
2.67
0.13
9D
4.53
3,83
3.42
0.83
10" & 12"
45
3.33
3.58
2.95
0.43
3.83
4, CO
2.83
052
22 1/2
2.33
2.58
2.86
0,24
11 1/4
1,83
2,33
2.84
C-18
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT VALVES.
2. USE 2500 P.S.I. CONCRETE.
Z. NO CONCRETE SHALL BE POURED ON ANY PART CF THE JOINT,
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF
ALL THRUST BLOCKS.
NTS
FIG. W-3
TD-3
NISHED GRADE
111- III
-III-11 I „ III-111 ... 111. 11'.
AIR RELEASE VALVE
BRASS OR BRONZE PIPE BRONZE GATE
VALVE
DRAIN TO GRADE
IF POSSIBLE III -II
(III
III.
I-
."- I=III,,IIIII � 111,,111=I�'-'
BRICK SUPPORTS OR
SOLID CEMENT BLOCKS
CRUSHED STONE
TYPE "K" SOFT
COPPER
TION STOP
NO TES:
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 THAN 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
FI G. W- 9
TO-20
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
THE LOCAL 5TANDARD.
1
LENGTH OF BRANCH VARIES
5' MIN
2' TO 1 P'
18`-22"
7 CU. FT. VALVE BOX
#68 STONE
6" GATL
42"hAIN � :' '�. VALVE
'+ •+ 1
5" x 5"
TEE
2500 P.S,I, CONCRETE
BASE AND THRUST
BLOCK AGAINST
UNDISTURBED STABLE
SOIL. STEEL PILE
RESTRAINED JOINT FITTINGS
WHEN THE SOIL IS DISTURBED OR WHEN
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE
1. SURROUND WEEP HOLES 'KITH GRAVEL AND KEEP FREE OF CONCRETE.
2, MAINTAIN A 3 1/2MIN. 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 %LLOWE❑ IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN 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_
M.T.S.
FIG. W-4
TD-8
FRAME & COVER
(SEE FIG. S-1-D,E)
STREET SURFACE OR
NON -PAVED AREA
SLOPED AREA
V-0" MAX
RUBBER COATED STEEL
STEPS CAST IN PLACE
3'-0'
,
MIN
PRECAST REINFORCED
CONCRETE SECTIONS
12" MIN
"0" RING SEALS
a
16 MAX
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H. 5"
4'-0"
5`
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
DEPTH OF FLOW CONCRETE
FILLETS
VARIES
CHANNEL TO BE
3/4 DIAMETER OF
CONTRIBUTING
-- =
-
SEWER.
q.
a
.d
12"
A FILLETED INVERT FOR A SMOOTH
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
MANHOLE
SECTION
SHOWING BRANCH TIE-IN
ACSA GENERAL WATER & SEWER CONDITIONS
N.T.S
FIG. 5-1-A
TD-25
1. 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 OWN INITIATIVE, LOCATE ALL UNDERGROUND
LINES AND STRUCTURES, AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE
GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4 DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & 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.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE
DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE
VALVE DURING A FUTURE EXTENSION OF THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
1o. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION
REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS
THE SAFE DRINKING WATER ACT).
PLACE 5' CALJANI7ED " WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED G4.ADE
- - - - - M.J. GATE VALVE'-z
WATER LINE
4
I(a 6
1---i .
2500 P.S.I.
CONCRETE a 2'x 2' BEARING AREA.
THRUST BLOCK 4
a.
.4 v a
A
a a
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL_ GATE VALVE
NTS
FIG. 'W-5
TD-9
`E
N E 'r
N `
E �¢ ¢
IJiLL oo �m o
Emw 1Y �a E
Ew0 �a
�o
w �
Ns
0
9, Vl oEoy oa oE�0
H
4 N
W4 7 N�Lu
E2 Nu N� 0LU o 7 �� o
L �
_ a d
o E
E
U
U E
"7J `E NE
ozm E
m
O
FT
a o o O
E P- Ho
IT
E E
\W •\b nN a W"I
W
N f•1 � Q
ILL
0 o
TYPICAL MANHOLE FRAME & COVER
N.T.S
FIG S-I-D
TD-31
O
(4) 1" (25mm) DIA HOLES
ON 32 3/a' (e3amm) Dw
BOLT CIRCLE.
1 1/2"
27 1/2' DIP' [38mm]
[699mm]
26 1/4" DIA
I� [667mm]
[178mm]
24" DIA
[606mm]
28 7/16" DIA
f [722mm]
5/13"
[16mm]
0 26'
O O
36" DIA
-14m,D]
[660mm]
13/16", 1 1/2"
[38mm]
FRAME SECTION
[20mm]
2" (51-) LETTERS
(RECESSED FLUSH)
'-}
[25mm]
[79mm]
cJ�\4
22 13/1613mm]�
3 13/16"
2 1/8"
[97mm]
[579mm]
[54mm
0 25'
1 3/8"
[635m m]
0 11/16
[35mm] 9/16" O.D. OF GKT GROOVE
[17mm]
[14mm] SECTION
VIEW 1/4"
6mm DIA
CAM BOLT
SEE ASSEMBLY
NEOPRENE CASKET
DETAIL
(2) WSHR 1/16 X 5/0 X 1 1/2
S
(2) CORED
1800"
1 5/8"
RUBBER PART# 00981045
(2) BLT Hp 5/8-11X3 1/2 SS
Vv
PICKBARS
[51mm.2400
[41 mm]
PART 00981250
[6mm
1 1/8" (29mm) DIA BOSS
1/2"
[13mm]
.63 DIA. STAINLESS STEEL ROD
(2) WSHR 5/8 ID 1.50 OD SS
PART# 00981318
PLAN VIEW
PICKBAR & LOCKLUG HOLE DETAIL
NOTES:
(2) NUT HX 5/8-11 ZN NYLK
PART' 00981284
1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER.
(2) NUT HX JAM 5/8-11 ZN
2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED.
PART# 00981228
3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY.
TYPICAL WATERTIGHT
2 LOCK
(SHORTS PART 001 3565
MANHOLE FRAME & COVER
LOCK LUG ASSEMBLY
N.T.S FIG S-I-E
BLASTING NOTES
1. 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.
3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO BLASTING
SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET 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 COMMENCEMENT OF BLASTING OPERATIONS.
5. BLASTING ON SATURDAYS, 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
SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
TD-32
' "^MPRES6ION x 3/4" MALE PIPE COu PLING
PPROVED EQUAL
1" TYPE N"
50FT COPPER
FOR USE ON ATTACHED SINGLE FAhIILY
RESIDENTIAL SERVICES OR GOAL RESIDENTIAL
AND IRRIGATION SERYCES.
1"xl"xl" TEE
0
NOTE.
NO SWEATED FITTINGS 2,
DUAL SERVICE
1' COMPRESSION x 3/4" MALE PIPE COUPLING
OR APPRDVED EQUAL
1- TYPE "K"
SOFT COPPER
FOR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE YNERE AN IRRIGATIDN
METER IS NOT PROVIDED.
SINGLE SERVICE
NOTE=
1) SADDLES SHALL BE USED ON PVC PIPE-
1/8 BENp COI
rvwesaarcr
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
H
J
z
I
NTS
FIG. W-6A
TD-10
3050 PSI CONIC. BASE
BENCH SLOPED TO FLOW
a CHANNEL 1/4" 1' MIN
r �
71 r A , r
1 BRANCH
12"
a
2"
FLEXIBLE CONNECTION NOTE:
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXITING MANHOLES $HALL
BE CORED AND A FLEXIBLE
W
J CONNECTION BOOT "
o INSTALLED
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - IN
NTS
FIG. 5-1-B
TD-27
COVER LIFT NCTCH
12 3/8"
WA TE R
CAST IRON LID
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH REAL METERS.
TYPICAL METER BOXES
(5/8" 1" METERS)
NTS
FIG. W-7
TD-13
1/1
SCOTT R. COLLINS`�
T-) Lic. No. 0357911�
1o�0�Als��IONAL E�
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ND Of BELVEDERE BLVD
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NEW BELVEDERE INC
DB 4966 PG 361
STOP SIGN PROPOSED WITH
PHASE 1113 ROAD PLANS
NO PARKING SIGN
(TYPICAL)
EXISTING
_ STREET` LOT I
TREES 254 I
LOT
236
321
F/C — F/C
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E/P — E/P
County of Albemarle
Conservation Plan Checklist— To be placed on Landscape Plans
(Handbook, pp III-284-111-297 for complete specifications)
1. The followim , items shall be shown on the plan:
® Trees to be saved;
® Lrrruts of clearing (outside dripline of trees to be saved);
® Location and type of protective fencing;
® Grade changes requiring tree wells or walls;
® Proposed trenching or tunneling beyond the limits of clearing.
2. Markings:
ID All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
® No grading shall begin until the tree marking has been inspected and approved by a County Inspector.
3. Pre -Construction Conference:
U Tree preservation and protection measures shall be reviewed with the contractor on site.
4. Equipment Operation and Storage:
® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees
to be saved.
5. Soil Erosion and Stormwater• Detention Devices:
ILI Such devices shall not adversely affect trees to be saved.
6. Fires:
iD Fires are not permitted within 100 feet of the dripline of trees to be saved.
7. Toxic Materials:
® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
8. Protective Fencing:
® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
El Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction.
9. Tree Wells:
ILI When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail
submitted for approval.
10. Tree Walls:
® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided, and a construction detail
submitted for approval.
11. Trenching and Tunneling:
ZI When trenching is required within the limits of clearing, it shall be done as far away from the trunks oftrees as possible. Tunneling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots.
12. Cleanup:
® Protective fencing shall be the last items removed during the final cleanup.
13. Damaged Trees:
® Damaged trees /shale treated immediately bypruning, fertilization or other methods recommended by a tree specialist.
NOTE:ITISTHEDEPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
7/09/18
OWNER SIGNATURE
CONTRACT PURCHASER SIGNATURE
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Landscape Notes
(DATE)
(DATE)
5/l/06 Page 1 of 1
253 - II I I 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION
\ I I I OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER
°
V I I I THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA
NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE
\ w d LOT VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD
LOT \ 252 I I I I AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION.
8•
_10I I I 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE
237 \ \ G O// \ I I I MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND
TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE
-��C` <� LOT I I I PLANT.
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251 I I
3. STREET TREES PROVIDED So' O.C. AND S'-io' FROM PROPOSED UTILITIES.
LOT �`], \ I CALCULATIONS:
�j`� LOT �V A
\ I TOTAL SITE AI
\ \ NO PARKIN' SIGN 250
\ \ ._ CANOPY REQU
S� (TYPICAL) + I PROPOSED PL.
LOT239 LOT 249 \ \I
\ o.o67 AC. \I I
LOT 248 \ I \
\ \ 0.051 AC. \ 1 I \ I ROI
11
RED (20%):
NTING CANOPY CALCULATIONS:
4
F
STREET NAME:
LENGTH OF STREET
TOTAL STREET TREES REQUIRED
TOTAL STREET TREES PROPOSED
FOWLER STREET
1,446
29
29
BELVEDERE BLVD
190
4
4
TOTAL:
1,636
33
33
PLANT SCHEDULE
SYM
BOTANICAL
COMMON NAME
SIZE
CANOPY (sfl
TOTAL SITE
QUANTITY
I COVERAGE (sfl
ON -SITE TREES
AR
ACER RUBRUM
I RED MAPLE
2 1/2" cal.
1 452
1 4
1,808
QP
QUERCUS PHELLOS
IWILLOWOAK
2 1/2" cal.
1 419
1 4
1,676
EXISTING TREES
Existing Tree Area 780
TOTAL SITE: 4,264,
Planting Notes
kLSCOT0
U Lie. No. 035791,'z_-,
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1. DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT OBSTRUCTIONS AND/OR GRADE
DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE
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BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR
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ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION.
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2. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ITS ARRIVAL ON SITE. SEE SPECS.
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3. ALL AREAS WITHIN THE PROJECT LIMITS OR DISTURBED BY CONSTRUCTION OPERATIONS AND NOT OTHERWISE SPECIFIED
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SHALL BE SEEDED FER SPECIFICATIONS.
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Landscape Notes
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1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS
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OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION.
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2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION
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CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION
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MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE
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ON —SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR.
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3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48—HOURS IN ADVANCE OF ANY CONSTRUCTION
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ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL
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LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS
APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK.
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4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA
SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED
METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE
DONE WITH A SMALL BOBCAT/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
WITHIN EXISTING DRIPLINES.
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
SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LU °' o
LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. Q
7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL M
PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48—HOURS PRIOR TO DELIVERY. CD
8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING.
9, MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO
A 2—INCH DEPTH. MULCH RINGS 24—INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN
PLANTING BEDS. MULCH TO BE DOUBLE —SHREDDED HARDWOOD.
10.CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE
LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING.
11.Al I STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
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NO PARKIN IGN TMP 62A —1 /
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SCALE
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SHEET NO.
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