HomeMy WebLinkAboutSDP201800014 Plan - Submittal (First) 2018-03-15H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 413 - INITIAL SITE PLAN\V752000SDO.DWG PRINTED BY: EVAN.NEWMAN 3.07.18 @ 2:44 PM LAST SAVED BY: EVAN.NEWMAN
STANDARD DRAWING ]LEGEND
STANDARD
FOR ENTIRE PLAN SET
NOT TO SCALE
ABBREVIATIONS
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
FOR ENTIRE PLAN SET
ONSITE PROPERTY
AC
ADA
ACRES
AMERICANS WITH
DISABILITY ACT
LINE / R.O.W. LINE
- -
NEIGHBORING
PROPERTY LINE /
_ _
INTERIOR PARCEL LINE
ARCHITECTURAL
ARCH
EASEMENT
LINE
BC
BF
BOTTOM OF CURB
BASEMENT FLOOR
- - - - - - - - - -
SETBACK
LINE
BK
BL
BLOCK
BASELINE
BLDG
BUILDING
CURB AND GUTTER
BM
BUILDING BENCHMARK
SPILL CURB TRANSITION CUR
BRL
BUILDING RESTRICTION LINE
CONCRETE CURB &
GUTTER
CIFCUBIC
FEET
DEPRESSED CURB AND GUTTER
-------------
CL
CENTERLINE
CMP
CONN
CORRUGATED METAL PIPE
CONNECTION
-
UTILITY POLE
�o
WITH LIGHT
CONC
CONCRETE
�o
POLE
LIGHT
CPP
CY
CORRUGATED PLASTIC PIPE
CUBIC YARDS
TRAFFIC
LIGHT
DEC
DEP
DECORATIVE
DEPRESSED
0
UTILITY
O
DIP
DUCTILE IRON PIPE
DOMESTIC
POLE
TYPICAL
DOM
LIGHT
ELEC
ELECTRIC
ACORN(
LIGHT
ELEV
EP
ELEVATION
EDGE OF PAVEMENT
TYPICAL
SIGN
ES
EW
EDGE OF SHOULDER
END WALL
PARKING
X
COUNTS
X
EX
FES
EXISTING
FLARED END SECTION
FF
FINISHED FLOOR
170- -
CONTOUR
190
FH
FIRE HYDRANT
------------- %6.9------------
LINE
197
FG
FINISHED GRADE
TC 516.4
OR 516.4
SPOT
ELEVATIONS
C516.0 C 516.0
BC 515.5
G
GRADE
GF
GARAGE FLOOR (AT DOOR)
GH
GL
GRADE HIGHER SIDE OF WALL
GRADE LOWER SIDE OF WALL
SAN
SANITARY
T
LABEL
GIRT
GV
GRATE
GATE VALVE
STORM
X
LABEL
#
HDPE
HIGH DENSITY
POLYETHYLENE PIPE
SL
SANITARY SEWER
SL
LATERAL
HP
HIGH POINT
iy
UNDERGROUND
W
HOR
HORIZONTAL
WATER LINE
HW
HEADWALL
E
UNDERGROUND
ELECTRIC LINE
E
INT
INTERSECTION
G
UNDERGROUND
GAS LINE
G
INV
LF
LOC
INVERT
LINEAR FOOT
LIMITS OF CLEARING
OH
OVERHEAD
OH
WIRE
LOD
LIMITS OF DISTURBANCE
T
UNDERGROUND
T
LOS
LINE OF SIGHT
TELEPHONE LINE
LOW POINT
LP
C
UNDERGROUND
CABLE LINE
c
L/S
MAX
LANDSCAPE
STORM
MAXIMUM
SEWER
MIN
MH
MINIMUM
MANHOLE
S
SANITARY
S
SEWER MAIN
MJ
MECHANICAL JOINT
10,
HYDRANT
10�
OC
ON CENTER
PA
POINT OF ANALYSIS
O
SANITARY
O
MANHOLE
PC
PCCR
PI
POG
PROP
PT
POINT CURVATURE
POINT OF COMPOUND
CURVATURE, CURB RETURN
POINT OF INTERSECTION
POINT OF GRADE
PROPOSED
POINT OF TANGENCY
O
STORM
MANHOLE
i\O jI
® M
WATER
METER
(3
Wv
WATER
VALVE
•
GAS
VALVE
PTCR
PVC
POINT OF TANGENCY,
CURB RETURN
POLYVINYL CHLORIDE PIPE
®
GAS
METER
®
PVI
POINT OF VERTICAL
INTERSECTION
TYPICAL END
SECTION
E:ID
PVT
R
POINT OF VERTICAL TANGENCY
RADIUS
4HEADWALL
OR
�OR�
ENDWALL
RCP
REINFORCED CONCRETE PIPE
O
GRATE
INLET
O
RET WALL
R/W
S
SAN
RETAINING WALL
RIGHT OF WAY
SLOPE
SANITARY SEWER
CURB
INLET
0
CLEAN
0
OUT
SF
SQUARE FEET
STA
STATION
O
ELECTRIC
O
MANHOLE
STM
STORM
O
TELEPHONE
O
MANHOLE
SNV
TBR
SIDEWALK
TO BE REMOVED
EB
ELECTRIC
E
®
BOX
TBRL
TC
TO BE RELOCATED
TOP OF CURB
EP
ELECTRIC
PEDESTAL
EP
TELE
TELEPHONE
TPF
TREE PROTECTION FENCE
TW
TOP OF WALL
MONITORING
WELL
TYP
UG
TYPICAL
UNDERGROUND
TEST
PIT
UP
W
UTILITY POLE
WIDE
BENCHMARK
®
W/L
W/M
WATER LINE
WATER METER
BORING
PLUS OR MINUS
t
°
DEGREE
0
DIAMETER
#
NUMBER
GENERAL DEMOLITION PLAN NOTES
1. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION.
2. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND
SPECIFICATIONS AS WELL AS ALL FEDERAL STATE AND LOCAL REGULATIONS. ANY DISCREPANCIES OR
DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER ENGINEERING IN WRITING FOR
RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY.
3. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO:
A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON -SITE AND
AVAILABLE FOR REVIEW.
B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION
MEASURES PRIOR TO SITE DISTURBANCE.
C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED
TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC.
WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE
REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND
UTILITIES.
D. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED
DURING ALL DEMOLITION ACTIVITIES.
E. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE
FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE
CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND
SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY
COMPANY REQUIREMENTS.
F. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS
AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES.
G. A COMPLETE INSPECTION FOR CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF
ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE
WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL
CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ALL ENVIRONMENTAL WORK
INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS
THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT.
4. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO
PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA
REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY.
5. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT,
SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE
REMAINING ON -SITE OR OFF -SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF
DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW
MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE -DEMOLITION CONDITION.
6. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES,
DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE
LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL
ENGINEER.
7. EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE
GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE
REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN
EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC
VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES.
8. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN
CONFORMANCE WITH: THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL
STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY
RIGHTS -OF -WAY.
9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS,
STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE
RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY.
10. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE
WITHOUT WRITTEN PERMISSION OF THE APPLICABLE PROPERTY OWNER, AND/OR APPROPRIATE
GOVERNMENT AGENCY.
11. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN
ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE,
ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE
DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO
THEIR "PRE -DEMOLITION" CONDITION.
12. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A
MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME.
13. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE
REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL "MEANS AND METHODS" ARE
TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO
PROVIDE A SAFE WORK SITE.
14. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE)
SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND
APPLICABLE CODES.
PROPOSED EASEMENT ]LEGEND
SI
IM
SIGHT DISTANCE
DIM
STORM DRAIN
DIM
SANITARY SEWER
DIM
WATER
PM
TL
PUBLIC ACCESS
DIM
COMMON SHARED
IE
DIM
INGRESS -EGRESS
PU
DIM
PUBLIC UTILITY
VA
VARIABLE WIDTH S
W
STORMWATER FACILITY
DIM
MANAGEMENT
GENERAL SITE PLAN NOTES
1. ALL ADA ACCESSIBLE PARKING SPACES AND ACCESS ROUTES SHALL BE CONSTRUCTED TO MEET ADA
REQUIREMENTS.
2. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS AND
APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE
CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY ALL OF
THE PERMITTING AUTHORITIES.
3. THE OWNER/CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY/ALL CERTIFICATIONS,
INSPECTIONS, ETC. REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURING AND AFTER
CONSTRUCTION FOR SIGN -OFF AND CERTIFICATE OF OCCUPANCY ISSUANCE, INCLUDING BUT NOT LIMITED TO
PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION WITH
REPRESENTATIVES OF THE APPROPRIATE PARTIES.
4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY.
5. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED
CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY
NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY
SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS ETC.
6. THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS.
7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING AT THE TIME OF PLAN
PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING
IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD
BE INHIBITED BY ANY OTHER SITE FEATURES.
8. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO
PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF
SUCH NOTIFICATION HAS NOT BEEN GIVEN.
9. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY
LOCATIONS.
10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED HAZARDOUS
MATERIAL, AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY,
STATE AND FEDERAL LAWS AND APPLICABLE CODES.
11. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN
ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PROVISIONS TO ASSURE STABILITY OF
CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE.
12. CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO
PAVEMENT, STRUCTURES, ETC. TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE
APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF PAVEMENT,
STRUCTURES, ETC. TO REMAIN, AND TO PROVIDE A SAFE WORK AREA.
13. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ALL EXISTING DAMAGE AND FOR NOTIFYING
CONSTRUCTION MANAGER PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR
REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION SUCH AS BUT NOT LIMITED TO
DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND
SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE, CONDUITS, AND ANY UNDERGROUND ACCESSORY
EQUIPMENT DAMAGED DURING CONSTRUCTION. REPAIR SHALL BE EQUAL TO OR BETTER THAN EXISTING
CONDITIONS.
14. ALL CONCRETE SHALL HAVE THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS INDICATED IN
SPECIFICATIONS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT.
15. ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS/MEANS FOR COMPLETION OF THE WORK
DEPICTED ON THESE PLANS NOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME.
CONTRACTOR IS RESPONSIBLE FOR DETERMINING METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR
TO THE COMMENCEMENT OF CONSTRUCTION AND NOTIFICATION OF OWNER AND ENGINEER OF RECORD
WHEN A CONFLICT IS IDENTIFIED.
16. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY NOR HAVE THEY BEEN RETAINED FOR
SUCH PURPOSES.
17. ALL CONTRACTORS MUST CARRY STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY
INSURANCE AND APPROPRIATE LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL
CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS
SUB -CONSULTANTS AS ADDITIONAL INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE
SUFFICIENT TO INSURE THE HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS.
ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE
OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING
THE ENTIRE PERIOD OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT
PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS BOHLER ENGINEERING AND ITS SUB -CONSULTANTS
FROM AND AGAINST ANY DAMAGES, LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEYS' FEES AND
DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PROJECT, INCLUDING ALL CLAIMS BY
EMPLOYEES OF THE CONTRACTORS.
18. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER
ENGINEERING OR ITS EMPLOYEES AND SUB -CONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL
RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT
NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY
FOR PERFORMING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES.
BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY
CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR
SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB
SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND SHALL BE
MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY
INSURANCE.
19. BOHLER ENGINEERING SHALL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTION ON THE
CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH
THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR
CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION MEANS
OR METHODS, COORDINATION OF THE WORK WITH OTHER TRADES, OR CONSTRUCTION SAFETY
PRECAUTIONS, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. BOHLER ENGINEERING'S
REVIEW SHALL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO
PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE THAT BOHLER ENGINEERING
HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING SHALL
NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT TO THE
ATTENTION OF BOHLER ENGINEERING IN WRITING BY THE CONTRACTOR. BOHLER ENGINEERING SHALL NOT
BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS
HAVE NOT BEEN RECEIVED.
20. IN AN EFFORT TO RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF THE
PROJECT OR FOLLOWING THE COMPLETION OF THE PROJECT, BOHLER ENGINEERING AND THE CONTRACTOR
MUST AGREE THAT ALL DISPUTES BETWEEN THEM ARISING OUT OF OR RELATING TO THIS AGREEMENT OR THE
PROJECT SHALL BE SUBMITTED TO NON -BINDING MEDIATION UNLESS THE PARTIES MUTUALLY AGREE
OTHERWISE.
21. THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH INDEPENDENT
SUBCONTRACTORS AND CONSULTANTS RETAINED FOR THE PROJECT AND TO REQUIRE ALL INDEPENDENT
CONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A SIMILAR MEDIATION PROVISION IN ALL AGREEMENTS
WITH THEIR SUBCONTRACTORS, SUB -CONSULTANTS, SUPPLIERS AND FABRICATORS, THEREBY PROVIDING
FOR MEDIATION AS THE PRIMARY METHOD FOR DISPUTE RESOLUTION BETWEEN THE PARTIES TO ALL THOSE
AGREEMENTS.
22. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED
THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE
OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK
DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE
DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND
ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND
PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM.
GENERAL GRADING & UTILITY PEAK NOTES
1. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED
INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR
EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED
INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL
DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL
COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. ALL
PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD
VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2. ALL UTILITIES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM
SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE SHALL BE
VERTICALLY AND HORIZONTALLY LOCATED. THE CONTRACTOR SHALL USE AND COMPLY WITH THE
REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND
UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITIES DURING
CONSTRUCTION AT NO COST TO THE OWNER.
3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS
ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE
CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE
CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY BOHLER ENGINEERING IN WRITING PRIOR TO
THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL
CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF
WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES.
4. DEFINE AND LOCATE VERTICALLY AND HORIZONTALLY ALL ACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT
ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMS
THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY.
5. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER
REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS
IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN
NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN
ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS.
6. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN
FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR
ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT.
THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL
COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY
REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR
TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS,
ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE SAME.
7. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS SHALL BE SPECIFIED BY THE LOCAL
UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND
APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE A COMPLETE WORKING SERVICE.
8. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED
UNDERGROUND. ALL NEW UTILITIES/SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE
UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS.
9. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING WITH SUITABLE MATERIALS AS
SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED AS
OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL BE
SUBMITTED IN COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED
WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUB -GRADE
AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE
WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL
REPORT. SUB -BASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND
OTHER UNSUITABLE MATERIALS. SHOULD SUB -BASE BE DEEMED UNSUITABLE BY OWNER OR OWNER'S
REPRESENTATIVE, SUB -BASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS
DIRECTED BY THE GEOTECHNICAL REPORT.
10. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PER
THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED WITH THE
APPLICABLE UTILITY COMPANY SPECIFICATIONS.
11. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS AND
REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING
PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED
TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS
JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES.
12. PAVEMENT SHALL BE SAW CUT IN STRAIGHT LINES TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL
DEBRIS FROM REMOVAL OPERATIONS SHALL BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION.
STOCKPILING OF DEBRIS WILL NOT BE PERMITTED.
13. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE
ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS.
14. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY
INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO ENSURE 0.75%
MINIMUM SLOPE ALONG ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.0%
MINIMUM ON ASPHALT, TO PREVENT PONDING. ANY DISCREPANCIES THAT MAY AFFECT THE PUBLIC SAFETY
OR PROJECT COST MUST BE IDENTIFIED TO THE ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH
CONSTRUCTION WITHOUT NOTIFICATION IS DONE SO AT THE CONTRACTOR'S OWN RISK.
15. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS
OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE.
ENGINEER TO APPROVE FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION.
16. REFER TO SITE PLAN FOR ADDITIONAL NOTES.
17. IN CASE OF DISCREPANCIES BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE
PRECEDENCE. IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS.
18. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF -SITE
MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO
ENGINEER AND OWNER PRIOR TO INITIATING WORK.
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REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: V152000
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 3/5/18
SCALE: N/A
k. CAD I.D.: SDO
PRO E TJ C
INITIAL
SITE PLAN
j� FOR
B]ROOK]HII]I L
SECTION I
]BLOCK 4'jDD
LOCATION OF SITE
ROUTE 29 SEMINOLE TRAIL RD
AND STATE ROUTE 643
POLO GROUNDS ROAD
CHARLOTTESVILLE
ALBEMARLE COUNTY, VA
BOA ILA ERZ'
ENGINEERINcG
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540)349-0321
VA@BohlerEng.com
V sR`sYAN YAUT;ER
5.p Lic. No. 0402 6625
0� 38�
JONALj�
SHEET TITLE:
GENE�AL
NOTES
SHEET NUMBER:
c - 10 1
H:\15kVl52OOO\DRAVVINGS\PLANSETS\BLOCK4B- INITIAL SITE PLAN\V152000SD0.DWG PRINTED BY: DREARDON 3.06.18 @ 6:11 PM LAST SAVED BY: DREARDON
H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 413 - INITIAL SITE PLAN\V752000SDO.DWG PRINTED BY: EVAN.NEWMAN 3.07.18 @ 4:09 PM LAST SAVED BY: EVAN.NEWMAN
Original Proffers X
Amendment
Broolkhill
PROFFER STATEMENT
Date: October 13, 2016
ZMA No. 2015-007 Brookhill
Tax Map and Parcel Number(s): 04600-00-00-0I8A0, 04600-00-00-01800 and 04600-00-00-01900
Tax Map and Parcel Number(s) High School Site: 0460U-00-UO-018B0 and 04600-0U-00-018D0
p g
Owner(s) of Record: CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH;
CHARLES R. HAUGH, & E. J. OGLESBY, JR., TRUSTEES; CROCKETT CORPORATION, a
VIRGiNiA CORPORATION HORNE LAND CORPORATION a VIRGIINIA CORPORATION
AND CRAFTON CORPORATION, a VIRGiNiA CORPORATION
Date of Proffer Signature: t& 21 2016mount
Approximately 277.5 acres to be rezoned from R-1 Residential to NM11ll (Neighborhood Model
District)
CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map
Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the
owners of Tax Map Parcel 114600-00-00-01800; and CROCKETT CORPORATION is the owner of
Tax Map Parcel 04600-00-00-01900; all of the owners of such parcels are referred to herein, collectively
as the "Owner" and the parcels are referred to herein as the "Property". HORNE LAND
CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON
CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. The Property is the subject of
the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project
known as '`Brookhill"(the "Project"), which includes the application plan prepared by Collins
Engineering entitled, "Brookhill Neighborhood Model District (NMD) Application Plan," last revised
September 16. 2016 (the "Application Plan"), a Code of Development entitled the "Brookhill
Neighborhood Model Code of Development," last revised October 13. 2016 (the "Code of
Development"). Capitalized terns, not otherwise defined in these Proffers shall have the same definitions
as set forth in either the Code of Development or the Application Plan.
Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily
proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning
district identified above. These conditions arc proffered as a part of the proposed rezoning, and the
Owner acknowledges that the conditions are reasonable.
1. Transportation Improvements.
A. Polo Grounds Road Improvements. Pursuant to road tans approved b the Virginia Department
P P pp y
of Transportation ("VDOT"), the Owner shalt construct all intersection and turn lane
improvements, including improvements to the horizontal all alignment
P g P alignment, vertical all ment and cross-
section of Polo Grounds Road ("Polo Grounds Road improvements"). The Polo Grounds Road
improvements shall be completed in two phases. Owner shall begin construction of Phase 1, as
depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the
issuance of a building permit ("Permit") for the first (1) dwelling within the Project, and the
Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuance of
Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the
Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are
substantially complete.
D. Rio Mills Road Connection. Pursuant to road plans approved by VDOT, the Owner shall
construct a two lane road connection from Rio Mills Road to the newt constructed, Berkmar
Y-
Drive Extension in the approximate location shown on Exhibit D, Rio Mills RoadwayConnection
« PP �+
(Rio Mills Road Connection ). The Rio Mills Road Connection shall be substantially completed
prior to: i) issuance of the two hundredth (200th) Permit for a dwelling unit (other than a multi-
family d g, g g ty), or ii) the
y dwelling, Assisted Living, nursing home, rest home or convalescent facility),
occupancy of twenty five thousand (25,000) square feet or more of non-residential space within
Block 1 of the Project, which ever first occurs.
With the lust final subdivision plat, or first final site plan for any of the Property, excluding the
subdivision of Block 19, Owner shall dedicate sufficient land to permit the construction of the
Rio Mills Road Connection (including right of way and grading easements) as conceptually
shown on Exhibit D. (The dedication plat for the Rio MillsM illRoad Connection shall not be
approved until all road and infrastructure plans are approved and constructed or bonded). Owner
shall bear the costs associated with preparation of the Rio Mills Road Connection dedication plat
for review and approval by Albemarle County (the "County). The Rio Mills Road Connection
shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its
designee or ii when it is constructed inspected and VDOT has accepted the Rio Mills
g ) P P
Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially
complete.
E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a
proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be
designed and constructed in coordination with, and approval by the County Director of
Community Development and Regional Transit Authority (if in place) and shall incorporate a
shelter, including a rest bench, pedestrian access, and signage equal to or better than the current
transit stops for Charlottesville Area Transit (CAT). The 'Transit Stop shall be installed and
completed concurrently with the installation of surrounding roads and sidewalks within Block 1.
The Transit Stop and above referenced features shall be dedicated to public use, or the Owner
shall grant an easement as necessary to allow for the public access and usage of such facilities.
F. Public Transit Operating Expenses.$31,086,662.86.
Within sixty (60} days of transit services to the Property
having commenced by CAT, a regional transit authority, or other provider of transit service
selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the
County to be used for operating expenses relating to transit service to the Property; and Owner
shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period
of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer
IF, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in
years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and
each such contribution shall be conditioned upon transit service being provided to the Property
duringthe twelve 12 month period prior to such contribution.
( ) P P
G. Construction Traffic Management. The Owner shall establish Construction Entrances to the
Property in locations as approved by the County and VDOT as part of the Erosion and Sediment
Control Plan and Site Plan process. During the period in which all roads will be constructed
within the Property (and until completion), construction traffic shall be required to use the
Construction Entrances as designated in the approved Erosion and Sediment Control Plan. The
located. Parks and Civic Spaces shall be conveyed to, and maintained by the Owner's
Association.
3. Cash Proffer for Capital Improvements Projects.
A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the
number of units that are allowed b right under thezoning in existence prior to the approval of
Y g g P PP
this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the
Count s public facilities and infrastructure, i.e., schools. public safety, libraries, arks and
Y' P P Y. p
transportation. Far the purposes of this Proffer 3, the number of units allowed by right under the
R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market
rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit
or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash
contributions shall be Seven Thousand Three Hundred Thirty-three and I8/100 Dollars
Affordable for Unch it within the Project qualifyinge family detached Market assuche Unit, underProffer 4. ther than a In other wordsted ,
the cash contribution for market rate single family units shall begin after the issuance of a CO for
the 269th single family dwelling unit and prior to the issuance of a CO for the 270th single family
dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be
Five Thousand Four Hundred and Forty-seven and 57/100 Dollars ($5,447.57), other than a
constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the
Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market
Rae Unit shall be Seven Thousand Four Hundred Nineteen and 91 /100 Dollars ($7,419.91), other
than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within
the Project qualifying as such under Proffer 4.
4. Affordable Housing.
The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of
residential units constructed on the Property. For example, if one thousand (1000) total units are
constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to
satisfy this Proffer 4, subject to paragraph 4C. The Owner or its successors in interest reserve the right to
meet the affordable housing objective through a variety of housing types, including but not limited to for
sale units, rental units, accessory units and Carriage Units, ("Affordable Units") or through cash
contributions, as more particularly described in sections 4A, 4B and 4C below.
A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units,
(defined below) shall be approved by the Albemarle County Housing Office or its designee.
(dorm ale Affordable Housing Units" shall be dwelling units offered for sale at prices for which
households with incomes less than eighty percent )ling of the area median income may qualify,
and shall not exceed sixty -Coe percent (65%) of VHDA's Maximum Sales Price for first-time
and shall nors. The Owner shall provide the County V its designee a period es one hundred twenty
(120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units.
The one hundred twenty (120) day period shall commence upon written notice from the Owner
that the units shall be available for sale. This notice shall not be v
() given more than ninety (9(!)
days prior it receipt of the Certificate of Occupancy for the applicable For -Sale Affordable
Housing Unit; the County or its designee may then have thirty nit. days within which to provide
a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee
does not provide a qualified purchaser during the one hundred twenty (120) day period, the
Owner shall have the right to sell the unit(s) without any restriction on sales price or income of
Page 5 of 10
5. Cost Index.
Beginning January I of each year following the approval of ZMA 2015-007, the amount of each cash
contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individual) "Cash
Y Y
Contribution') shall be adjusted annually until paid. to reflect any increase or decrease for the proceeding
calendar year in the Marshall and Swift Building C
Y g Cost index for masonry walls in the Mid -Atlantic
("MSl"). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount
due for the preceding year b a fraction,
g Y Y the numerator of which shall be the MST as of December l in the
preceding calendar year, the denominator of which shall be the MST as of December I in the year
preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example,
the first annual adjustment shall be $7,333.18 x 2017 MSl/2016 MST. Each annual adjustment shall be
based on the amount of the proffered Cash Contribution due for the immediately preceding year based on
the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to
hereinafter as the "Cash Contribution Due" provided, however, in no event shall the Cash Contribution
aid b the Owner be less than Seven Thousand Three Hundred Thin
P' Y )� p Thirty-three I S/100 Dollars
$7,333.18 er sin le famil detached Market Rate Unit and Five Thousand Four Hundred Forty-seven
P g Y rty-seven and
57/100 Dollars $5,447.57 per single
p g e family attached Market Rate Unit and Seven Thousand Four
Hundred Nineteen and 91/00 Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or
Twenty -Four Thousand and 'Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit
under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated
each year using
Y b the Cash Contribution Due, even thou it may be less than the Minimum Cash
Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Minimum Cash
Contribution. For each cash contribution that is being paid in increments, the unpaid incremental
payments shall be correspondingly adjusted each year.
6. Credit For in -Kind Contributions.
Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash
Contributions shall not commence until the number of units, to which such Cash Contributions apply
have been completed that results in what would otherwise have been a total Cash Contribution equal to
the total value oh i) the Elementary School Site, and related improvements to be completed by Owner, ii)
the High School Site, iii) the Rio Mills Road Connection, iv) the Polo Grounds Road Improvements, v)
Route 29 Intersection Improvements, vi) Ashwood Boulevard Connection, and vii) the Trail Network,
(collectively referred to as the "in -kind Contribution"). The In -Kind Contribution shall be
The In -kind Contribution reflects the value of the improvements that the Owner has
committed to make in these proffers that are for the benefit of the public. in other words, the Owner shall
not be required to pay any per unit Cash Contributions until the time of the issuance of the building
permit for anew unit completed after applying a credit for the In -kind Contribution. in the event that the
Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining
balance of the in -kind Contribution may not be applied for any other project or development.
7. Elementary School Site.
Within one year after written request by the County, but in no event earlier than one year after the date of
issuance of the first (l ") CO issued for a dwelling within the Project, the Owner shall dedicate to the
County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a
public elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled
"Elementary School Site" (the "Elementary School Site"). The Elementary School site shall not be less
than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall
be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the
Pa e 7 of 10
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REVISIONS
REV
DATE
COMMENT
BY
,
IZ
Page 3 of 10
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
either i) a Permit for the fiftieth (50'h) dwelling (other than an Assisted Livuag, nursing home, rest
home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units
within a multi -family dwelling within the Project, whichever first occurs. Phase iV, as depicted
on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dwelling
(other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent
facility) within Blocks 14-18 of the Project The Polo Grounds Road Improvements shall be
Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard
and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the
Owner shall no longer have the authority or responsibility to regulate traffic thereon.
H. Road Improvements, Generally, The road improvements listed in paragraphs 1C and ID (the
"Road improvements") above shall be constructed in accordance with road plans submitted by
the purchaser(s). Carriage Units, as defined in the Code, shall not exceed twenty-five percent
(25%) of the total Affordable Units.
B. For -Rent Affordable Housing Units.
(1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks
edge of the parcel to accommodate an elementary school according to standards of the County School
Division's Building Services Department. At the option of the County, and in lieu of the construction of
a school, a public park may be established by the County on the Elementary School Site.
8. Public lligh School or Institutional Use Site.
PROJECT No.: V152000
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 3/5/18
SCALE: N/A
CAD I. D.: SDO
designed and constructed to applicable VDOT standards, including, without limitation, VDOT's
Geometric Design. The Polo Grounds Road improvements shall be determined to be
substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they
the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road
Improvements shall be designed and constructed to applicable VDOT standards, includiiig,
without limitation, VDOT's Geometric Design.
qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing
Unit")shall not exceed the then -current and applicable maximum net rent rate approved
by the Albemarle County Housing Office. In each subsequent calendar year, the monthly
Within one year after written request by the County, the Owner shall dedicate to the County, by General
Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school,
PROJECT:
INITIAL
are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official
otherwise confirms that they are substantially complete.
1. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County
net rent for each For -Rent Affordable Housing Unit may be increased up to three percent
(3%). For purpose of this Proffer 4B, the term "net rent" means that the rent does not
and/or such other use as the County may determine suitable, of not less than sixty (60) acres abutting a
publicly -dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High
SITE PLAN
and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal
include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable
School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any
Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander
at the Polo Grounds Road and Norfolk Southern Railroad Overpass. if, within ten (10) years after
Housing Units may not exceed the maximum rents established in this paragraph 4B shall
improvements or warranty as to suitability.
tunnels, shown conceptually in Figure B, ("Salamander Crossing Exhibit"). Maintenance of the
the date of issuance of the first (1st) CO for a single family dwelling within the Project, the
apply for a period of ten (10) years following the date the certificate of occupancy is
FOR
salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall
be established and approved by VDOT during the VDOT review of the road plans for the Polo
County has not so requested, (or VDOT has not approved the traffic signal within that time
period) the Owner shall be relieved of any obligation to install a traffic signal.
issued by the County for each For -Rent Affordable Housing Unit, or until the units are
sold as low or moderate cost units qualifying as such under either the Virginia Housing
9. Historic Resources.
JD3J�JL�OOI�JHIIJI L
Grounds Road improvements.
B. Route 29 Intersection improvements. Pursuant to road plans approved by VDOT, the Owner
2. "Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the
property:
Development Authority, Farmers Home Administration, or Housing and Urban
Development, Section 8, whichever comes first (the "Affordable Term").
A. National Register of Historic Places Eli ibg ility. The existing Brookhill dwelling is eligible for
the National Register of Historic Places. Owner shall address any adverse impact to this
designation as part of the Section 106 Review under the National Historic Preservation Act of
SECTION 1
]BLOCK ��
shall construct all intersection and turn lane improvements along Route 29, conceptually depicted
on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 intersection
A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's
(2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable
Housing Units during the Affordable Term shall contain language reciting that such unit
1966 (NHPA), which is administered by the Virginia Department of Historic Resources (DHR).
����������
Improvements shall be substantially completed prior to issuance of either i) a Permit for the
fiftieth (50'v) dwelling (other than an Assisted Living, nursing home, rest home or convalescent
facility) within the Project or ii) a certificate of occupancy for any units within a multi -family
design standards for a Class B- type 1 primitive nature trail, shall be established within the
Greenway as described within the Code of Development. The general location of the Trail
Network is shown on the Application Plan; however exact trail locations shall be determined by
is subject to the terms of paragraph 4B. In addition, all contracts pertaining to a
conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the
Affordable Term shall contain a complete and full disclosure of the restrictions and
B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project
on the site plan or subdivision plat for the area to be developed which contains such cemetery or
cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County
LOCATION OF SITE
ROUTE 29 SEMINOLE TRAIL RD
dwelling within the Project, whichever first occurs. The Route 29 Intersection Improvements
the Owner based on site conditions and in coordination with the County. Installation of the Trail
controls established by this paragraph 4B. At least thirty (30) days prior to the
Director of Community Development, or its designee at the plan or plat review.
AND STATE ROUTE 643
shall be designed and constructed to applicable VDOT standards, including, without limitation,
VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be
substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they
are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official
otherwise confirms that they are substantially complete.
Network shall commence concurrently with the site work for the first Block developed within the
Project and the entire trail network shall be substantially completed prior to issuance of the five
hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living,
nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be
determined to be substantially completed by the Albemarle County Engineer, or its designee.
conveyance of any interest in any For -Rent Affordable Housing Unit during the
Affordable Term, the then -current Owner shall notify the County in writing of the
conveyance and provide the name, address and telephone number of the potential grantee,
and state that the requirements of this paragraph 413(2) have been satisfied.
C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its
licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in
the Phase I Historic Resources Study for the Project.
POLO GROUNDS ROAD
CHARLOTTESVILLE
ALBEMARLE COUNTY, VA
(3) Reporting Rental Rates, During the Affordable Term, within thirty (30) days of each
This Proffer Statement may be executed in any number of counterparts, each of which shall be an original
Q O H L E
C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary
construction easement and maintenance agreement approved by the County, the Owner shall
Upon written request by the County, but not prior to the issuance of the five hundredth (500th)
Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for
rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner
shall provide to the Albemarle County Housing Office a copy of the rental or lease
and all of which together shall constitute but one and the same instrument.
construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and
landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard
Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection,
public use over the Greenway area, as shown on the Application Plan. Prior to the County's
request to dedicate such easement, the Owner may dedicate portions of the Greenway by
casement concurrently with one or more subdivision plats for areas lying adjacent to the
agreement for each such unit rented that shows the rental rate for such unit and the term
of the rental or lease agreement. In addition, during the Affordable Term, the then-
current Owner shall provide to the County, if requested, any reports, copies of rental or
IE N G IN E E RI N G
28 BLACKWELL PARK LANE, SUITE 201
shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of
Greenway; provided however, that Owner may reserve in such easements, rights of access for
lease agreements, or other data pertaining to rental rates as the County may reasonably
the five hundredth (500th) Permit for a dwelling ('other than a multi -family dwelling, Assisted
Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight
hundredth (800th) Pennit for any dwelling type within the Project, whichever first occurs. in any
event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion
of the western extension of Ashwood Boulevard to Berkmar Drive Extension.
grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be
dedicated and shall bear a notation that the Greenway area is dedicated for public use. if, at the
time the County requests dedication of the Greenway, any part of the Greenway that has not been
dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost,
surveyed, platted and recorded with one or more deeds of easement dedication.
require.
C. Cash in lieu of Constructing Affordable Dwellina Units.
In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the
total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the
[Signature Pages to Follow]
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VA@BohlerEng.com
Until such time as the County determines to submit the Ashwood Boulevard Connection for
public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and
insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary
construction easement and maintenance agreement that is acceptable to the County prior to
approval of road plans for Phase i roadway improvements. The Owner's improvements shall be
dedicated, together with the County -owned right-of-way at such time as the County determines to
submit the Ashwood Boulevard Connection for public dedication. The Ashwood Boulevard
Connection shall be determined to be substantially completed by- i) the Albemarle County
Page 2 of 10
Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the
Owner shall install signage along the Trail Network within the Dam Break Inundation Zone
designating evacuation routes. Signage shall be installed as the Trail Network is established.
B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the
Project for Parks and Civic Spaces as described in the Code of Development and generally shown
on the Application Plan, Each Park or Civic Space shall be substantially completed prior to the
issuance of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is
Page 4 of 10
affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five
Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner
shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the
County, if the Affordable I lousing requirement has not been proportionally met otherwise, in four (4)
installments; after an inspection and prior to the issuance of approval of a CO for each of the two
hundredth (200th), five hundredth (500th), eight hundredth (800th), and one thousandth (1000th) dwelling
unit within the Project The total Cash in lieu contribution due to Albemarle County at each of the four
(4) payment periods as noted above shall be calculated based on the total number of Certificates of
Occupancy issued for Market Rate and Affordable Housing Units.
Page 6 of 10
Page 8 of 10
LTH pF
R N YA R
Lis. No. 0402056625
�it� 3/5/18
s`s�ONAL ECG`
SHEET TITLE:
APPROVED
PR FEJR1\S
SHEET NUMBER:
C— 103
H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4B - INITIAL SITE PLAN\V152000SD0.DWG PRINTED BY: DREARDON 3.06.18 @ 6:11 PM LAST SAVED BY: DREARDON
RESOLUTION TO APPROVE
SP 2015-25 BROOEHILL
WHEREAS, the Owners of Tax Map Parcels 04600-00-00-01800 and 04600-00-00-018AO
(collectively, the "Property") filed an application for a special use permit to permit grading activities within
the floodplain that would expand the floodplain limits, and the replacements of culverts within the
floodplain, on the property, and the application is identified as Special Use Permit 2015-00025 Brookhill (SP
2015-25"); and
WHEREAS, on August 16, 2016, after a duly noticed public hearing, the Albemarle County
Planning Commission recommended approval of SP 2015-25 with staff -recommended conditions; and
WHEREAS, on November 9, 2016, the Albemarle County Board of Supervisors held a duly noticed
public hearing on SP 2015-25.
NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the staff
report prepared for SP 2015-25 and all of its attachments, the information presented at the public hearing,
and the factors relevant to a special use permit in Albemarle County Code § § 18-30.3.11 and 18-33.8, the
Albemarle County Board of Supervisors hereby approves SP 2015-25, subject to the conditions attached
hereto.
**a;
I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a
Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia., by a vote of five to
zero, as recorded below, at a regular meeting held on November 9, 2016.
Clerk, Board of Court VIPervisors
Ave Nay
Mr. Dill
Y
Ms..Mallek
Y
Ms. McKeel
Y
Ms. Palmer
Y _
Mr. Randolph
Y
Mr. Sheffield
Absent
SP-2015-00025 Brookhill Conditions
1. Prior to final road plan approval or permitting of a land disturbance in the floodplain, the applicant shall
obtain from the Federal Emergency Management Agency (FEMA) a Conditional Letter of Map Revision
Based on Fill (CLOMR-F), and prior to road acceptance, the applicant shall obtain from FEMA a Letter of
Map Revision based on FiII (LOMR-F). In addition, the applicant shall copy the County Engineer on all
correspondence with FEMA. Construction of the road shall be iii. compliance with approved road plans
and the FEMA approved CLOMR-F.
2. Any residential or commercial lots and associated streets (public or private) resulting from the subdivision
of the Property, with the exception of the stream crossings, shall be located outside of the 100 foot stream
buffer (as shown on the Brookhill Special Use Permit & CLOMR Plan, Existing Conditions, Sheet 2, last
revised 6/15/16), the Flood Hazard Overlay District, and preserved slopes on the property. Approval of
lots located within the stream buffer shall be subject to Subdivision Agent approval.
1/
PHASE II INTERSECTION '
IMPROVEMENTS
PHASE I INTERSECTION
IMPROVEMENTS
PHASE I INTERSECTION
IMPROVEMENTS
INTERSECTION i
• CONSTRUCT(i)NEW WESTBOUND
LEFT - TURN LANE ON POLO
\
GROUNDS ROAD WITH 375' OF
\\ 1
\
STORAGE.
T•
��
EXTEND WESTBOUND RIGHT -TURN
LANE ON POLO GROUNDS ROAD
FROM So' OF STORAGE TO zoo' OF
s
STORAGE.
J
CONVERT R 10 MILLS ROAD TO A
RIGHT IN I R IGHT-OUT OPERATION.
INTERSECTION 2
• CONSTRUCT A SOUTHBOUND
C !
ROADWAY, PROVIDING (i)
LEFT -TURN AND (s) RIGHT -TURN
LAN E.
CONSTRUCT AN EASTBOUND
PHASE III ROADWAY
LEFT -TURN LANE ON POLO
IMPROVEMENTS
GROUNDS ROAD WITH iSo FEET OF
PHASE II ROADWAY IMPROVEMENTS
A./ PHASE I ROADWAY IMPROVEMENTS
PHASE IV INTERSECTION l
IMPROVEMENTS
Rio I.Ir�, � 1
0
� O •
�f POLO GROUNDS ROAD
TREE
PHASE I INTERSECTION PHASE IV ROADWAY
'ARngh MPROVEMENTS IMPROVEMENTS
J�
STORAGE
INTERSECTION 3
• CONSTRUCT A RIGHT -IN I RIGHT-OU
ROADWAY ENTRANCE TO ROUTE is
• CONSTRUCT A NORTHBOUND RICH'
TURN LANE ON US zg WITH zoa' OF
STORAGE.
PHASE II INTERSECTION
' IMPROVEMENTS
' INTERSECTION 4
• CONSTRUCT NORTHBOUND
ROADWAY TO PROVIDE (1) LEFT
i TURN LANE $ (,I) RIGHT -TURN LANE
• RESTRIPE PAINTFD MEDIAN TO
PROVIDE WESTBOUND LEFT -TURN
LANE ON ASHWOOD BOULEVARD
WITH ioo' 0 F STORAGE.
• RESTRIPE EASTBOUND ASHWOOD
a� BOULEVARD APPROACH TO PROVIC
(i) RIGHT -TURN LANE
PHASE IV INTERSECTION
IMPROVEMENTS__ _
INTERSECTION 5
CONSTRUCT SOUTHBOUND
ROADWAY TO PROVIDE (i) LEFT -
TURN LANE AND (2) RIGHT -TURN
LANE
• CONSTRUCT AN EASTBOUND LEFT -
TURN LANE ON POLO GROUNDS
ROADWAY WITH iSo' OF STORAGE
GUR : BROOKHILL TRA F C PHASING PLAN
e
WITNESS the following signature:
OWNERS of Tax Map Parcel 04600-00-00-018AO:
By:
CHARLES R. H GH
ELI7.ABETHANN OGLESB AUC
Date: i 0 _Z_0
OWNERS of Tax Map Parcel 04600-00-00-01800:
By:
CHARLES R. U H RUSTEF,
Date: --
OWNER of Tax Map Parcel 04600-00-00-01900:
CROCKETT CORPORATION, a Virginia corporation
By:,�.L—
Ann O. Haugh, President
Date: Date: / O/ 2p (/C
OWNER of Tax Map Parcel 046WOO-00-018BO:
HORNE LAND CORPORATION, a Virginia corporation
By:
Ann O. Haugh, President
Date: /24D/7 G
OWNER of Tax Map Parcel 4146M11-00-00-018130:
CRAFTON CORPORATION, a Virginia corporation
By: LL11 CID.
Ann O. l laugh, President
Date: EC) / ac, J / 4
BROOKHILL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser)
By: River Bend Management, Inc., Manager
� /
By:
Alan R. Taylor, Presiden
�z:1a1�2�1�
Date:
30581191
IUD M his t yt
W PROPOSED PEDESTRIAN
I' ` CRO55-WALK
EXISTING TREE AREA
\ \\ \ Q- I _TRAILWAY CO CTIONTO
` PROPOS�VDOTR�TE \ : CONCRETE WAL
IMPROVEMENTS SW PQJ� \� +�
LJ
\\\\ A tIGC0NNECTORSED OAS\ %J LJJ j 1
OSED LANDSCAFF� \
CON (STING RGR ES
i ALO G CONNECTOR
RS
\ \\ CL 1 ' t-
o�
ISt " PROPOSED P IMIT /
PAIHWAYCONNECTIQ /
FIGURE C: ASHWOOD BOULEVARD CONNECTION EXHIBIT"
CII l', NOTE: POLO GROUNDS ROADWAY AND LANE CONFIGURATION AS
SHOWN IN THIS EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. THI
FINAL DESIGN AND LANE CONFIGURATIONS OF POLO GROUNDS
% O ROADWAY IMPROVEMENTS WILL BE IN ACCORDANCE WITH THE
APPROVED TRAFFIC IMPACT ANALYSIS AND FINAL APPROVED ROAC
CONSTRUCTION PLANS FOR THE ROADWAY IMPROVEMENTS,
PROPOSED SALAMANDER
CROSSING (3 TOTAL)
left
a' INVERTED RETAINING ,
\.
WALL AND CULVERT I
AHEAD WALL SYSTEM
Poi—
O
Rol
i CROSSING'
5AL:.%IAh
SALAMANDER TUNNEL CROSSING
�taraae�t:
I I
I I
FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT
I
PROPOSED 6o+ , I /
ACRE HIGH SCH OOL
SITE
TMP46-i8B S_ ,
HORNE LAND
Q CORPORATION
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CRAFfON
CORPORATION
PROPOSED 7 ACRE
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FIGURE E: BROOKHILL SCHOOL SITES EXHIBIT
TMP46--L8B
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KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: V152000
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 3/5/18
SCALE: N/A
CAD I.D.: SDO
PROJECT:
INITIAL
SITE PLAN
FOR
]3]�OOKHII]I L
SECTION I
]BLOCK 41B
AIJUDAIRTMENTS
LOCATION OF SITE
ROUTE 29 SEMINOLE TRAIL RD
AND STATE ROUTE 643
POLO GROUNDS ROAD
CHARLOTTESVILLE
ALBEMARLE COUNTY, VA
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540)349-0321
VA@BohlerEng.com
V RYAN YAUGER — y
.0 Lic. No. 0402056625
3/5/18
NAL
SHEET TITLE:
1 1�
SHEET NUMBER:
C-104
l
H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4B - INITIAL SITE PLAN\V152000SD0.DWG PRINTED BY: DREARDON 3.06.18 @ 6:11 PM LAST SAVED BY: DREARDON
U-Y-
/
\ wOOp SOU�C; � `� PROPOSED-ASHWOOD BOULEVARD CONNECTION
RD BUFFER. SEE PROFFERS FOR MORE INFORMATION' ,
ON REQUIRED BUFFER
_ r r
\ G
PROPOSED PRIMITIVE TRAIL WITH � -
CONNECTION TO FOREST LAKES
ROUTE 29 SWpp CO .�
IM', PROVEMENT T.M. 46BS-iC ` 1 r'
SWM FACILITY #3 = COUNTY OF I' -
ALBEMARLE
FOREST LAKES �QV
NEIGHBORHOOD , '-
r 30' MIN. NATURAL BUFFER
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I PROPOSED 1 / ALBEMARLE COUNTY
R/W TO BE EXTENDED TO p PRESERVED STEEP SLOPE
PRIMITIVE (B BLOCK 2 , ( f li FROM THE STREET NETWORK -� B (TYP.)
TRAILWAY OC 0 , O
( 1 / TO THE PROPERTY LINE
I I + `\ `--- -•I 1 TRAILS (TYP.)
11 /
t ) DEVELOPMENT
I i ? AREA (TYP.)
'C
BLOCK 21_7-
1
T,M.46 18B
HORNE LAND CORPORATION ' - - -- CON!/�/-
3\OPEN I\BLOCK 23 `
SPACE
° 1`� \ ; ,f ; / - "-� PROPOSED CIVIC SPACE -
BLOCK 13 I ("BLOCK 15) ° ° \ r �� -EASTERN POCKET PARK
EXISTING ioo-YEAR \° o D (LOCATION BE DETERMINED
WITH FINAL DEVELOPMENT PLAN)
FEMA FLOODPLAIN (TYP.) / /
° `' / PROPOSED VEHICULAR
(BLOCK 12) INTERCONNECTION ACCESS
PROPOSED °°b\ BLOCK i6 '
� � - 1 ° ' ,� �' ~ �� TO THE MONTGOMERY
ROUTE29 - �.�`� TRAILWAY 0 I �" /� �� RIDGE NEIGHBORHOOD
IMPROVEMENTSo
PATHWAY ° \ o OPEN/ \ A
PROPOSED CIVIC SPACE ° ' SPACE ��� ALBEMARLE COUNTY O
_ 0 1
° ,
BLOCK I GREENWAY i o (TYP) ° MANAGED STEEP SLOPE
ROUTE29 I -� ;� 1 \'/ 4 G (TYP.) o 11 eeoo 000 (TYP.)
°o °pOOOe � GREENWAY f� \� BLOCK 2 2 J_
IMPROVEMENT o
SWM FACILITY#2 3 GREENWAY ° `♦ °'° °o (TYP.) _ ,O \
UPLAND
/oo
PROPOSED So'BUFFER
(TYP.) y y PARK `\\\ °° 1 .0
/�
AROUND VDOT STORMWATER e�-^- °O°.. °-` 'EXISTING ARCHAIC WOODLAND \� DEVELOPMENT
e o ` --- --
1� �CAMPSITE T o AREA TO PRESERVED
MANAGEMENT POND a.- _ ��j I � -_- \ o° y ♦ o .\\ \ AREA (TYP.)
1
tl ( BLOCK 17 j
'� �.�o PROPOSEDTRA R °°°° � -
~ _ Q PARKING PROVIDED WITHI _
\ o i
) X THE UPLAND PARK _ -�' .° °oQ° ,- \\ EXISTING ioo-YEAR
z 0 to p FOR ATRAILHEAD & M BUFFER (TYP.). 000deo°eee°° \� a -_ FLOODPLAIN (TYP.) \ 1
w w v ACCESS TO MULTI -USE TRAIL 4
m BLOCK 4 o z \ ° °°
PROPOSED RIGHT IN -RIGHT OUT N J z BLOCK 2 I
INTERSECTION IMPROVEMENTS. ui � z O - �, + -', v_\ = - `� I I�
SEE BROOKHILL TIA REPORT j 6 f
:.�.. '; - I. �� - -- ' 0 1
ALBEMARLE COUNTY / \ ''� /
FOR FURTHER DETAILS_ 0 `" �.;' MAIN STREET i I r''r f _ ° or r I
l PRESERVED STEEP SLOPE -� ° I
{ i e; ` I
� "BOULEVARD ENTRANCE
(TYP.) OPEN I I
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(BLOCK 6.) SPACE i
i (TYP.) OPEN I I
SPACE
(TYP.) �!
- _
— =BLOCK
EXISTINGioo-YEAR o �1 (•BLOCK18
46 18D
T.M. ' BLOCKI - FLOODPLAIN (TYP.) °
CRAFTON CORPORATION
DEVELOPMENT AREA
3 fY 4340°0 BOUNDARY (TYP.) J1 f
PROPOSED NEIGHBORHOOD CENTER e° I Q + r 1 { '.
4 ° P° ff 1' \' +LIMITS OF PROPO E
(LOCATION TO BE DETERMINED ( I o e II
- WITH FINAL DEVELOPMENT PLAN.)
BLOCK 3 I a 1p I '
BLOCK 7 PROPOSED
PROPOSED ioo' BUFFER ALONG RTz9 BLOCK 5 / =, ( <<r5�"3±ACRE PARCEL ""' PRIMITIVE °
e /
TRAILWAY °
70' NATURAL LANDSCAPE BUFFER +I ! NOT PART OF ,' `,
& 3o' LANDSCAPE BUFFER j '~ REZONING ., l - - - �\ �,l ° I
i \ I ' , r \ `- ALBEMARLE COUNTY �• •. °o
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- MANAGED STEEP SLOPE l J f
NOTE: A PROPOSED MULTI -USE PATH APPROXIMATE LOCATION OF - �� T ' l n 1 l'1
IS PROPOSED BY VDOT ALONG THE HISTORIC MARKER FOR THE \ (TYP.) GR T PWAY
'� BLOCK 1
BROOKHILL PROPERTY PROPOSED 20' BUFFER \ /
ROUTE 29 FRONTAGE OF THIS
'• ` , _ _ - ! o o
PROPERTY. PATHWAY TO BE' - " _ \ l t
LOCATED WITHIN THE VDOT R/W. -•.
LOCATION OF EXISTING
BLOCK 2Lf -DUNN CEMETERYTO 1 °" e °
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}} c 1 BLOCK LINE (TYP.) ° \ '°° r I o \ �� NOTE: ALL STORMWATER MANAGEMENT FACILITIES
�' �� - r REMAIN _
t ' -'� ' ND EROSION CONTROL MEASURES SHALL BE
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1
GENERAL NOTES
1
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OWNERS: TMP 04600-oo-oo-os800 TMP 04600-oo-oo-oi8Ao
g a
�-
HAUGH, CHARLES R. & HAUGH, CHARLES R. &
E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H.
435 PARK ST 2575 SEMINOLE TRAIL
CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 22902
TMP 04600-oo-oo-olgoo
CROCKETT CORPORATION
C/O HAUGH & HELVIN
43S PARK ST
CHARLOTTESVILLE, VA 22901
Z
-
DEVELOPER: RIVERBEND DEVELOPMENT, INC.
Z
N
U
455 SECOND STREET SE, SUITE 400
u,i
CHARLOTTESVILLE, VA 22903
w
W
ENGINEER: COLLINS ENGINEERING
F_
zoo GARRETT ST, SUITE K
(f)
Q
Z
d
CHARLOTTESVILLE, VA 22902
z
O
z
d
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Z
TAX MAP & ZONING: o4600-oo-oo-os800 o4600-oo-oo-ol8Ao o4600-oo-oo-oigoo
r--4
0
D.B.731, PG. 6go D.B. 1333, PG. 4So D.B.731, PG.6go
(n
U
J
V)
f
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w
O
R-2 RESIDENTIAL R-1 RESIDENTIAL ZONE: R-1 RESIDENTIAL
W
a
W
.,
TOTAL PROJECT AREA: 04600-oo-oo-os800 42.S5 AC.
Z
04600-oo-oo-oi8Ao 27.29 AC.
s
04600-oo-oo-oigoo 207.66 AC.
n
277.5o AC. TOTAL
w
PROPOSED ZONING: MODEL DISTRICT
U)
/
NEIGHBORHOOD
TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN
SURVEYING AND BELL LAND SURVEYS, JANUARY 2015.
BOUNDARY INFORMATION WAS COMPILED BY LINCOLN
SURVEYING ON MARCH 7, 2015.
DATUM: NAVD 1988
UTILITIES: COUNTY WATER AND SEWER
FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Ca28oD
an
Ln
�
DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE
�
-
�
PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF
Q
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N
—4-I
THE PROPERTY.
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;
NOTES:
1. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET
CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT.
2. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE
DETERMINED WITH THE SITE PLAN PROCESS.
3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH
ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA.
4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE
J
OR FOREST LAKES.
5. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE
EAST/WES T CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN
THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS
TO THE FLOODPLAIN,
6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN
W
ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND
SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE
PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN,
7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY
Q U
DAY BREACH INUNDATION ELEVATION, AND DWEL LING UNITS BELOW THE PMP
I --I
INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT
Z
SAFETY ACTION PLAN,
W I-
8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN
(f)
ON THE APPLICATION PLAN. SEETHE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE
AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA.
/� 0
9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO
` J
ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER
Q
MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE
Z
DEVELOPMENT.
CONNECTION POINTADON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR
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10.
LU
INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINT �iHALL ONLY BEAN
EXTENSION OF THE RIGHT-OF-WAY FROM THE NEIGHBORHOOD STREETS TO THE2
I— (10
PROPERTY LINE.
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1 7 00 A LEGEND
I ALBEMARLE COUNTY ` \� -' . ` J 1 0[1' LOCATED OUTSIDE OF THE PRESERVED SLOPES.
BLOCK is / E_ Q
3 I � I PRESERVED STEEP SLOPE V' . ,' o°° I °� ¢� �� o PROPERTY BOUNDARY (TYP.) � GREENWAY PRESERVED SLOPES Z 1� Z
BLOCK 8 TYP.) ° ' J E ° VEGETATIVE BUFFER MANAGED SLOPES O Q
NOTE: AREA WITHIN THE too' BUFFER ( ( £ \ .• '� z
AND OUTSIDE THE EXISTING TREE 1 1 ��j ` • °ooa•:. t'a. \ �• � �` � T: I i y � ' ' _•�°Oo - _ _ -N` l
LIMITS SHALL BE REPLANTED IN -' II I ° \ I _ p R o°°° OPEN SPACE I
ACCORDANCE WITH THE PLACESz I ,+ F ' EXISTING ioo-YEAR ° °.. `. I pOL ° o
9 •° - � ` ,r'''� FLOODPLAI N (TYP J ,y„ _ _
FORESTED BUFFER REQUIREMENTS " I EXISTING BROOKHILL O DEVELOPMENT I ��� ��,r ° \. , __ - \ °o,WITH HOA APPROVAL, A lo' MULTI USE PATH GREENWAY IMPACTS &PRESERVED SLOPE IMPACTS J
/ 1 ` HOUSE TO REMAIN \I AREA (TYP.) x" SHALL BE EXTENDED TO THE ENTRANCE OF
MONTGOMERY RIDGE. THE HOA WILL NEED WETLANDS
_ `/,, .. , ' BLOCK \ ,,c _
,e00, ,, _.. BLOCK to i / DEVELOPMENT AREA 1 ' 9 ter'"'-`� -'`'' ' °° '' �� EASEMENT NOVE THE T DOCUMENITS ALDEXECUTE LOWING THE
PARCEL WITHIN BROOKHILL PROJECT NOT PART OFTHE
1 1 0t f ,i Y ram. -
BOUNDAR (TYP.) rr °
+ o ° ; f I 1- D REZONING
-. 1 ° CONSTRUCTION OF THE MULTI USE PATH
EXISTING ioo-YEAR }
\ °I ° - BLOCK LINES
FEMA FLOODPLAIN (TYP.), o ° d \ ; f OPEN I� 1 VY ON HOA PROPERTY. -' _ _ O
a • '>, . o o� \ z ? / PROPOSED 1o' PAVED '`'
o �. / SPACE / MULTIPURPOSE TRAIL
(TYP.) / 1 \--io'MULTI-USE PATH TO BE CONSTRUCTED ALONG PRIMITIVE TRAILWAYO
2 ' ' LL
o.O°000Op° / THE NORTH SIDE OF POLO GROUNDS ROAD
000
O1 °-°000°O�O°o° ° \ ` eopO°'°°°p°°°oo°° �= ° _ PROPOSED TRANSIT STOP - TO BE INCLUDED WITHIN TOWN
IMPROVED INTERSECTION' °f/ ° 1 s :f~ ^'" - Q��°OOOo° - °°°00000 RAC CENTER. FINAL LOCATION TO BE COORDINATED WITH
AND STOPLIGHT. �.. '(!�
°' X o __ r : _� � p ° pOpOe SOv�NFR\J�R ® TRANSITSERVICE.
SEE BROOKHILL TIA REPORTI , . li'' r S OLO GRO Np _ PRPOL0SEDIMPROVEMENTTO
0 GROUNDS ROAD FOR R PN�P
FOR FURTHER DETAILS'. °o - T E R' U SRO r \\) ®07 c° EXISTING 10o YR FLOODPLAIN
1 643 D.g AD (o') TURN LANES - SEETHE POLO
`. ( 481 P. 263) GROUNDS ROADWAY
o IMPROVEMENT PLAN
o°° APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED N BUFFER ALONG } GRAPHIC SCALE
POLO GROUNDS ROAD
1 °°,°° —FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED
Crr. rrr1l�` a9°°°°?ems � DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS `1 zw oD :I 400
=�!!nm i�m
� - - -
_ PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. T.M. 46 -18C NOT TO SCALE
SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN & TRAFFIC TIA. CROCKET CORPORATION
In
}� STREAMS
1� LOCATION OF HISTORIC RESOURCE TO BE PRESERVED
PROPOSED LOCATION OF CIVIC SPACE
eoo
1o' MULTI -USE PATH
(M•J�J) PROPOSED LOCATION OF HISTORIC MARKER
DUNE 15, 2015 �I
SHEET 1 OF 1
APPROVED BROOKHILL APPLICATION PLAN
FROM CODE OF DEVELOPMENT
FEBRUARY 2016
-FOR REFERENCE ONLY -
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REVISIONS
REV DATE I COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: V152000
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 3/5/18
SCALE: NTS
CAD I.D.: PHO
PROJECT:
INITIAL
SITE PLAN
FOIZ
B]DXOOK I LJL
SECTION 1
B3 L 0 C K 41
APARTMENTS
LOCATION OF SITE
ROUTE 29 SEMINOLE TRAIL RD
AND STATE ROUTE 643
POLO GROUNDS ROAD
CHARLOTTESVILLE
ALBEMARLE COUNTY, VA
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540)349-0321
VA@BohlerEng.com
p►LTH OF
Z
V R N YA R y
.p Lic. No. 0402056625
3/5/18
NAL
SHEET TITLE:
PHASING PLAN
SHEET NUMBER:
C-105
H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4B - INITIAL SITE PLAN\V152000PH0.DWG PRINTED BY: DREARDON 3.06.18 Q° 6:11 PM LAST SAVED BY: DREARDON
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PRELIMINARY PLAT
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INITIAL SITE PLAN �i
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ROAD IMPROVEMENT PLAN
SUB - 2017 - 0017 ,
BLOCK 8B
]BLOC] 8A ` .90 10001
SE�v PER
SE�p�R pNPROFFER
P PROFFER 0Y,
I
LEGEND
SECTION 1 DELINEATION
BLOCK DELINEATION
FUTURE BLOCK DELINEATION - — — — — — — — — -
4
BLOCK AREA SUMMARY
BLOCK
LAND USE DISTRICT
AREA PER BROOKHILL
PROPOSED AREA (AC.)
COD (AC)
NEIGHBORHOOD
1
SERVICE CENTER
12.0
2
URBAN DENSITY
6.3
3
URBAN DENSITY
5.8
4
URBAN DENSITY
27.4
27.96
4A
URBAN DENSITY
9.98
4B
URBAN DENSITY
11.39
4C
URBAN DENSITY
6.59
NEIGHBORHOOD
5
DENSITY
12.3
NEIGHBORHOOD
6
DENSITY
7.2
NEIGHBORHOOD
7
DENSITY
20.6
NEIGHBORHOOD
8
DENSITY
25.8
24.76
NEIGHBORHOOD
8A
DENSITY
17.60
NEIGHBORHOOD
8B
DENSITY
7 17
NEIGHBORHOOD
9
DENSITY
11.4
NEIGHBORHOOD
10
DENSITY
8.1
NEIGHBORHOOD
11
DENSITY
13.9
NEIGHBORHOOD
12
DENSITY
9.9
NEIGHBORHOOD
13
DENSITY
13.1
NEIGHBORHOOD
14
DENSITY
10.1
NEIGHBORHOOD
15
DENSITY
21.0
NEIGHBORHOOD
16
DENSITY
11.5
NEIGHBORHOOD
17
DENSITY
19.1
NEIGHBORHOOD
18
DENSITY
38.8
NEIGHBORHOOD
19
DENSITY
3.2
NOTES
1. PROPOSED AREA FOR FUTURE BLOCKS WILL BE REVISED AND INCLUDED WITH FUTURE
SUBMISSIONS AS ENGINEERING IS FINALIZED
2. ROAD IMPROVEMENTS ALONG ROUTE 29 AND POLO GROUNDS ROAD INCLUDED IN SECTION 1
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REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: V152000
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 3/5/18
SCALE: 1 "=200'
CAD I.D.: PHO
PROJECT:
INITIAL
SITE PLAN
FOR
j�
Jl ROOKHILL
SECTION I
BLOCK 473
L0CATION OF SITE
ROUTE 29 SEMINOLE TRAIL RD
AND STATE ROUTE 643
POLO GROUNDS ROAD
CHARLOTTESVILLE
ALBEMARLE COUNTY, VA
BOH LER
EN GINEERING
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540)349-0321
VA@BohlerEng.com
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SHEET TITLE:
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SHEET NUMBER:
C-106
H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4B -INITIAL SITE PLAN\V152000PHO.DWG PRINTED BY: DREARDON 3.06.18 @ 6:11 PM LAST SAVED BY: DREARDON
200 100 50 0 200
1 "= 200'
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It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: V152000
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 3/5/18
SCALE: 1 "=40'
CAD I.D.: DPO
OO
PROJECT:
INITIAL
SITE PLAN
FOR
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SECTION I
B]Ij�j�O CK 41 13
LOCATION OF SITE
ROUTE 29 SEMINOLE TRAIL RD
AND STATE ROUTE 643
POLO GROUNDS ROAD
CHARLOTTESVILLE
ALBEMARLE COUNTY, VA
�� BOHI,ER
IE iY � II iY IE IE ]� II Rf �
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540)349-0321
VA@BohlerEng.com
N,LTH -
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.p Lic. No. 0402056625
0A�i� 3/5/18 '
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CHECKED BY: RTY
' I ' DATE: 3/5/18
SCALE: 1"=40'
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H:\15N1520001DRAWINGSIPLAN SETSXBLOCK 4B - INITIAL SITE PLAMV152000UPO.DWG PRINTED BY: DREARDON 3.06.18 @ 6:14 PM LAST SAVED BY: DREARDON
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REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: V152000
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 3/5/18
SCALE: 1 "=40'
CAD I.D.: LPO
PROJECT:
INITIAL
SITE PLAN
FOR
BROOKHILL
SECTION I
B LOCK 4]3
APARTMENTS
LOCATION OF SITE
ROUTE 29 SEMINOLE TRAIL RD
AND STATE ROUTE 643
POLO GROUNDS ROAD
CHARLOTTESVILLE
ALBEMARLE COUNTY, VA
TD-1 0 117TL
D L R'�
Q IE N G N N IE IE R II Rf G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540)349-0321
VA@BohlerEng.com
WH -
Z
V R CNY A R y
.p Lic. No. 0402056625
3/5/18 4�
NAL
SHEET TITLE:
LANDSCAPE
PLAN
SHEET NUMBER:
C-701
1 1 „=
H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4B - INITIAL SITE PLAMV152000LPO.DWG PRINTED BY: DREARDON 3.06.18 @ 6:15 PM LAST SAVED BY: DREARDON
H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4B -INITIAL SITE PLAN\V152000LPO.DWG PRINTED BY: DREARDON 3.06.18 @ 6:15 PM LAST SAVED BY: DREARDON
5" ASPHALT SURFACE COURSE (SM 9.5A)
ASPHALT BINDER COURSE (25.0)
COMPACTED STONE BASE (21-A)
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
1. SECTION SHOWN IS BASED ON FINAL FLEXIBLE STRUCTURAL DESIGN MODULE. FINAL
DESIGN WILL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE.
TRUNCATED---'1:12 SLO
DOME PATTERN
NOTE:
1. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT
ADA ACCESSIBLE GUIDELINES.
STANDARD DUTY ASPHALT PAVEMENT SEC ION ADA ACCESSIBLE RAMP DETAIL
NOT TO SCALE NOT TO SCALE
�I
TRANSITION BETWEEN
PIPE DIAMETERS WHIEN
DIFFERENT SIZES OF
PIPES ARE ENCOUNTERED.
NOTES:
SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH
SHAPE TO ELEVATION
OF MID -POINT OF
LARGEST PIPE.
SHAPE
CONTOURO I I
OF PIPE
I
I I
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SLOPE TO DRAIN TO INVERT
OF OUTLET PIPE
SECTION A -A
n METHOD OF TREATMENT IN DROP INLETS
THIS DRAWING 5 TO APPLY TO THOSE STRUCTURES SPECIFIED \ SLOPE TO DRAIN
ON PLANS OR WHERE INVERT OF PPE IS ABOVE INVERT OF TO INVERT OF
STRUCTURE. / OUTLET PIPE
MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED
IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. / n
THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A / v
PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR
CLASS C1 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE
UP TO 4'I IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, • `/�7/l/// �;':
BROKEN CONCRETE
E I I I
:f.ALL ELEFT SOOH YOF HANTROWELLING. NONE
OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED.
DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE
PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED
INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET
CONFIGURATION AND FLOW LINES.
SECTION B-B
PLAN
METHOD OF TREATMENT IN MANHOLES
STANDARD METHOD OF SHAPING SREFEREN E
ON
V=r REFERENCE
ROAD AND BRIDGE STMANHOLE & INLET INVERTS
SHEET 1 OF 1 REVISIONSION DATE 302
106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION
REFER TO FACE OF CURB
2'-0"
6"
PAVEMENT DIMENSION(S) ON PLAN
VIEW REFER TO FACE OF CURB
2'-0"
1"
1-1 /2"R 1-1 /2"R
• Y
4 d
CURB
SPILL C �J RJR & GUTTER COLLECTOR CURB & GU°]c°a[°ER
NOTES:
1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS.
2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB.
3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT
4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.C. TOOLED 1/4" (±1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S.
NCRETE PAVEMENT SECTION
TACK COAT
(APPLIED AT A RATE
OF 0.2 GALLONS/S.Y.)
PAVEMENT SURFACE
(SEE PAVEMENT DETAIL)
CONCRETE -TO -ASPHALT DETAIL
NOT TO SCALE
PAVED SURFACE/ CONC. PAD
T TAPER 2' CURB 3' TAMPER
BREAK /
GUTTER PAN
TRIP -RAP PAD
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/__1" RADIUS
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NOT TO SCALE
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a4.
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(3000 P.S.I. @ 28 DAYS)
4" THICK, COMPACTED
STONE BASE (TYPE 2a)
1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED
AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL
TO SIDEWALK WIDTH.
TRUNCATED DOME PATTE
EDGE OF CURB
a. °
a
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° 112:1 MAX:. ° `. a 12:1 MAX., a .
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ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA
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ADA ACCESSIBLE RAMP DETAIL
NOT TO SCALE
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\—COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
NOTE:
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BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE.
STANDARD DUTY CONCRETE SECTION
NOT TO SCALE
FULL HEIGHT CURB T CURB TAPER 1" RADIUS
/2-
I�_V/�I�il�►�1
CURB TAPER DETAIL
NOT TO SCALE
1/2" RADIUS -
PROPOSED PAVEMENT
(SEE PAVEMENT DETAIL)
TACK COAT
(APPLIED @ 0.2
GALLONS/S.Y.)
1. CONCRETE TO BE 3000 P.S.I. @ 28 DAYS.
4" CONCRETE WALK
W/6x6 WWM (10 GA)
2% MAX. SLOPE
" COMPACTED 21-A STONE
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REVISIONS
REV DATE I COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: V152000
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 3/5/18
SCALE: N/A
CAD I.D.: SDO
PROJECT:
INITIAL
SITE PLAN
j� FOR
Jl➢]�OOKH ILL
SECTION I
]BLOCK 4J13
LOCATION OF SITE
ROUTE 29 SEMINOLE TRAIL RD
AND STATE ROUTE 643
POLO GROUNDS ROAD
CHARLOTTESVILLE
ALBEMARLE COUNTY, VA
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540)349-0321
VA@BohlerEng.com
T'
V RW�ON YAUT;ER
.p Lic. No. 0402056625
8 �� 3
�ssNAL
SHEET TITLE:
CONST]RUC']CION
D]ETAI][,S
SHEET NUMBER:
C-900
CONCRETE CURB & GUTTER ER DETAIL
NOT TO SCALE
H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4B -INITIAL SITE PLAN\V152000SD0.DWG PRINTED BY: DREARDON 3.06.18 @ 6:15 PM LAST SAVED BY: DREARDON
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
MONOLITHIC CURB AND SIDEWALK DETAIL
NOT TO SCALE
EX. WATER OR
STORM PIPE
CONCRETE ENCASEMENT REQUIRED WHERE
CLEARANCE BETWEEN SANITARY SEWER PIPE
A AND WATER OR STORM PIPE IS LESS THAN 18"
[EITHER ABOVE OR BELOW SANITARY SEWER.
20'-0"
LOO.-A
CLASS "C"
CONCRETE
9 ENCASEMENT
a
° a SANITARY SI
PIPE ONE LE
MIN.
=EEX.WATER C R STORM PIPE
CONCRETE ENCASEMENT DETAIL
JJJJJJJ
JJJ.JJJJJJ
JJJ.' JJJJ
JJJ_ 1JJJ
JJJ_ S
JJJJ
JJJJJJJJJJ
18" SQUARE CONCRETE
ENCASEMENT
JJJJJJJJ
(3000 P.S.I CONCRETE)
3,000 P.S.I CONCRETE
ASPHALT OR
CONCRETE AS
TRAFFIC RATED CLEANOUT COVER
DETERMINED BY
2" ASPHALT OR CONCRETE
TRAFFIC SURFACE
i .
4" SEWER CLEANOUT CAP : ;';:: ,..: I I—�
SAND CUSHION
3000 P.S.I. CONCRETE
6" PVC ENCASEMENT PIPE
TRAFFIC RATED ED CLEANOUT DETAIL
NOT TO SCALE
CONCRETE FILL TO BE ROUNDED
FOR PROPER RUN OFF
4" DIAMETER STEEL PIPE FILLED
W/ CONCRETE PAINTED TRAFFIC
YELLOW AND EMBEDDED IN
CONCRETE BASE o
-v
TOP OF ASPHALT OR
CONCRETE SLAB
i 1111-1 I ,11 I I1 .:11-111-1 11-
3000 P.S.I. CONCRETE 11=1 1 I —I I 1=1".'; _ 111—I 11-
-I 11-1 I I —I I' r 11—I I I— -
111-1 I I=III—I MIM11 M
1-1II—III—I II ;` : I1=1I1=
;III„III,;,IIII;,1`,'-. ,•:�.•�,11111111
NOTE:
1. SEE SITE PLAN FOR LOCATION(S). V-6"
MIN.
BOLLARD DETAIL
NOT TO SCALE
NOT TO SCALE
GRADE
12"
SECTION A -A
REFLECTIVE ALUMINUM
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
TYPICAL AT ALL ADA SPACES
THIS SIGN TYPICAL AT ALL "VAN
ACCESSIBLE" PARKING SPACES
PENALTY SIGN WITH WORDING AS
REQUIRED BY STATE OR LOCAL LAW
VANIZED "U" CHANNEL POST
4" DIA. SCH. 40 GALVANIZED STEEL PIPE
BOLLARD PAINTED OSHA YELLOW FILLED
WITH CONCRETE
PAINT CONCRETE BLACK AFTER
CURING AT ASPHALT LOCATIONS
PSI CONCRETE
ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT
WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES
O]L]LARD MOUNTED ADA PARKING SIGN D ETAI
NOT TO SCALE
TEST PIT (TO BE HAND D
ADJUSTMENT TO
EXTEND BEYOND LIMITS
OF CONFLICTS (3' MIN.,
EACH SIDE, CHECK
LOCAL STANDARDS).
1.5' MIN. CLEARANCE_
WATERLINE
ADJUSTMENT
USING FITTINGS
(VERTICAL
BENDS) (SEE
NOTES:
NOTE 3)
ISHED GRADE
CONFLICT
-�EX. MAIN
---------
NOTE 4
WATERLINE
— ADJUSTMENT
USING DEFLECTION
AT PIPE JOINTS
(SEE NOTE 4)
1. CONTRACTOR TO COORDINATE WATERLINE ADJUSTMENT WITH APPROPRIATE INSPECTOR, BASED UPON LOCAL
JURISDICTIONAL REQUIREMENTS AND FIELD CONDITIONS.
2. CONTRACTOR TO HAND DIG TEST PIT AT ANTICIPATED CROSSING LOCATION TO DETERMINE EXISTING WATERLINE
DEPTH, TOTAL WATERLINE DEFLECTION REQUIRED, AND BEST METHOD FOR WATERLINE ADJUSTMENT.
3. VERTICAL BENDS (INSTALLED PER LOCAL STANDARDS) AS REQUIRED.
4. PIPE DEFLECTION AT JOINTS (PER LOCAL STANDARDS)
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RFVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: V152000
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 3/5/18
SCALE: N/A
CAD I.D.: SDO
PRO E TJ C
INITIAL
SITE PLAN
j� FOR
B3XROOKH ILL
SECTION I
]BLOCK 41B
APARTMENTS
LOCATION OF SITE
ROUTE 29 SEMINOLE TRAIL RD
AND STATE ROUTE 643
POLO GROUNDS ROAD
CHARLOTTESVILLE
ALBEMARLE COUNTY, VA
1
rip -PI ,� �� H I
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540)349-0321
VA@BohlerEng.com
TH p
V sR`sY�AN YAUT;ER
8.p Lic. No. 0402056625
0
� 3
ONA
SHEET TITLE:
CONSTIRUC']CION
D]ETAI][,S
SHEET NUMBER:
C-901
HA15\V152000\DRAWINGS\PLAN SETSIBLOCK 48 -INITIAL SITE PLAMV152000SDO.DWG PRINTED BY: DREARDON 3.06.18 @ 6:15 PM LAST SAVED BY: DREARDON
WATERLINE ADJUSTMENT DETAIL
NOT TO SCALE
LANDSCAPE SPECIFICATIONS
NOTE: TREE STAKING TO BE REMOVED
ONLY TREES WITH ONE MAIN LEADER
o o
AFTER 2 GROWING SEASONS °
_
�' �
1. SCOPE OF WORK:
9. PLANTING
SHALL BE PURCHASED. DO NOT PRUNE
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THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL
A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT
TREE AT PLANTING UNLESS DIRECTED
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o
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PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS,
THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL.
TO BY PROJECT LANDSCAPE
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TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY
PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS
ARCHITECT
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THE GENERAL CONTRACTOR.
THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH
DO NOT WRAP TRUNK
w -i z a F g o
TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE.
DO NOT STAKE OR
FOLD BURLAP AWAY FROM TOP OF
°
M"�
F ¢ s
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2. MATERIALS
WRAP TRUNK
ROOT BALL
REINFORCED RUBBER HOSE ° °o
ONLY TREES WITH ONE MAIN LEADER
5 ir O ¢ I-_ m I:)o
A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE
B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN
(1/2" DIA.)
SHALL BE PURCHASED. DO NOT PRUNE
aj
P4 � P.4 •
DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS.
WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE.
PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION.
PREPARE WIDTH OF
SET ROOT BALL FLUSH TO GRADE OR
12 GAUGE GALVANIZED WIRE GUYS TWISTED o
0
TREE AT PLANTING UNLESS DIRECTED
TO BY PROJECT LANDSCAPE ARCHITECT
r�1
r� o a
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-
PLANTING HOLE 6 FT
SEVERAL INCHES HIGHER IN
e ° °
W
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B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE
OR TWICE THE WIDTH
POORLY DRAINING SOILS.
2" DIA. HARDWOOD STAKES 2/3 TREE HT. °
SET ROOT BALL FLUSH TO GRADE
�4
w o
BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE
C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING
2 PER TREE
W
o z 20
w ¢
MATTER AND CLAY CLODS.
UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED.
OF THE ROOT BALL; WHICHEVER IS
4" BUILT-UP EARTH SAUCER
EXISTING GRADE
OR SEVERAL INCHES HIGHER IN
POORLY DRAINING SOILS.
F g -
v
4,
GREATER
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C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR
D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS
3" THICK LAYER OF DARK
PREPARED SOIL FOR TREE _
—III=
IL1
- - w w
r m 2 � J
AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE
DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED
BROWN DOUBLE SHREDDED
1 PART PEAT MOSS —III=III=
3" THICK LAYER OF DARK
C5 F4 ¢ ¢ � m
O
PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES.
DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING.
PREPARED SOIL FOR
HARDWOOD MULCH
1 PART COW MANURE
I I I=
BROWN DOUBLE SHREDDED
M..�
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1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED.
TREES 1 PART PEAT MOSS 1
BEFORE PLANTING ADD 3 TO 4"
3 PARTS TOPSOIL I
HARDWOOD MULCH
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1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS.
E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL
PART COW MANURE 3
OF WELL -COMPOSTED LEAVES
UNDISTURBED SUBGRADE = I I
4" BUILT-UP EARTH SAUCER
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1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE.
OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED.
PARTS TOPSOIL
OR RECYCLED YARD WASTE TO
-
_-
�
D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED
BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED
F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE
APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY.
— ... .. x,.. —
'•,;�^:,:°;='=:::�:'==:
= =I IF '""'`: ''` ".'^`' "' :: ':'' .'. ` -.' -III—III
III=III= =III=III-
BED AND TILL INTO TOP 6" OF
PREPARED SOIL.
�..:
=III= III III- I T
BEFORE PLANTING ADD 3 TO 4" OF
WELL -COMPOSTED LEAVES OR RECYCLED
YARD WASTE TO BED AND TILL INTO TOP 6"
a L� o 0
P� a a
DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN.
THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS
=I I III = —
4-6" DEEPER THAN ROOT BALL
—III=III=I —__ — III= I
OF PREPARED SOIL.
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FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE
UNDISTURBE =I -I —_—III-I — —_—_—_ —
SUBGRADE 1-
—III—III— — I -III —III -III- —III-
i "—" "
REMOVE THE TOP 1/3 OF THE WIRE BASKET
o w r Q a
w z z -
E. FERTILIZER
FOLLOWING PLANTING SEASONS:
= -III—III—) I I —III= III — III=
REMOVE THE TOP 1/3 OF THE WIRE BASKET
III— I —I —' I—
IF PRESENT. ANY AND ALL TWINE SHALL BE
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1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD
1.1. PLANTS: MARCH 15 TO DECEMBER 15
—I = I— —'
DIG WIDE, SHALLOW HOLE
IF PRESENT. ANY AND ALL TWINE SHALL BE
12"
REMOVED FROM THE TREE BEFORE
� X u)J
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BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A
1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1
WITH TAMPED SIDES
REMOVED FROM THE TREE BEFORE
TAMP SOIL SOLIDLY AROUND
BACKFILLING. BURLAP SHALL BE FOLDED
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WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE.
BACKFILLING. BURLAP SHALL BE FOLDED
BASE OF ROOT BALL
BACK INTO PLANTING HOLE
`
w � 0, � 3 =
pp O_ w O w w w x w
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1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10 /o NITROGEN, 6 /o PHOSPHORUS AND
G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT
TAMP SOIL SOLIDLY AROUND
BACK INTO PLANTING HOLE
q =) z CO z z z a o
4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY
APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING
BASE OF ROOT BALL
SET ROOT BALL ON FIRM
SET ROOT BALL ON FIRM
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A CERTIFIED SOIL LABORATORY.
AGENCY FOR POTENTIAL SUBSTITUTIONS.
PAD IN BOTTOM OF HOLE
PAD IN BOTTOM OF HOLE
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F. PLANT MATERIAL
H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.
a
1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR
TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS
EVERGREEN TREE PLANTING DETAIL
TREE PLANTING ON SLOPE
DETAIL
NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE
GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING
ASSOCIATION. SEASON:
NOT TO SCALE
-
NOT TO SCALE�7][,��][��T,�
1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL
ACER RUBRUM PLATANUS X ACERIFOLIA
PLANT MATERIAL.
BETULA VARIETIES POPULOUS VARIETIES
1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST
CARPINUS VARIETIES PRUNUS VARIETIES
REV
DATE
COMMENT
BY
ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION.
CRATAEGUS VARIETIES PYRUS VARIETIES
ONLY TREES WITH ONE MAIN LEADER
���Djj���� ����jr�����IJl®��
SPECIFICATIONS
1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1'/4",
KOELREUTERIA QUERCUS VARIETIES
° o
WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH
LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA
° o o
SHALL BE PURCHASED. DO NOT PRUNE
WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES
00 o ° o TREE AT PLANTING UNLESS DIRECTED
1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF
°o°
TO BY PROJECT LANDSCAPE ARCHITECT
1. MATERIAL:
GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL.
DO NOT STAKE °
DISEASE, INSECTS, PESTS, EGGS OR LARVAE.
THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH
OR WRAP TRUNK o
1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT
1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX
THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY:
FOLD BURLAP AWAY FROM
THE SPECIFIED COMPOSITION:
INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE.
• 1 PART PEAT MOSS
o °
o °
TOP OF ROOT BALL
1.1.1. 80% - TURF TYPE TALL FESCUE SEED
IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE
• 1 PART COMPOSTED COW MANURE BY VOLUME
PREPARE WIDTH OF o
1.1.2. 10% - KENTUCKY BLUEGRASS SEED
CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE.
• 3 PARTS TOPSOIL BY VOLUME
'AGRIFORM'
PLANTING HOLE 6 FT OR °
TWICE THE WIDTH OF
SET ROOT BALL FLUSH TO GRADE
1.1.3. 10% - ANNUAL RYE GRASS SEED
1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE
• 21 GRAMS PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS:
o o °o
THE ROOT BALL;
OR SEVERAL INCHES HIGHER IN
1.2. INSTALLATION RATES:
LONGEST BRANCH.
A 2 TABLETS PER 1 GALLON PLANT
)
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WHICHEVER IS GREATER °
POORLY DRAINING SOILS.
1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF
1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL.
B) 3 TABLETS PER 5 GALLON PLANT
1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT
C) 4 TABLETS PER 15 GALLON PLANT
4" BUILT-UP EARTH SAUCER
SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE
3. GENERAL WORK PROCEDURES
D) LARGER PLANTS: 2 TABLETS PER t1Y2" CALIPER OF TRUNK
PREPARED SOIL FOR TREES
3" THICK LAYER OF DARK BROWN DOUBLE
(46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED.
A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE
1 PART PEAT MOSS SHREDDED HARDWOOD MULCH
1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A
CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS,
J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND
1 PART COW MANURE
RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF)
MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF.
WATER THOROUGHLY.
3 PARTS TOPSOIL
1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5
B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS
K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE
BEFORE PLANTING ADD 3 TO 4"
GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS
PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND
SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE.
BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP
UNDISTURBE
OF WELL -COMPOSTED LEAVES OR
RECYCLED YARD WASTE TO BED
INITIAL ESTABLISHMENT.
4. SITE PREPARATIONS
OF THE ROOT BALL.
_
SUBGRADE - — — _ =
- —III— ��' �r<'I" .�'�' I I —III —I
I—
AND TILL INTO TOP 6" OF
PREPARED SOIL.
1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A
RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT
A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG
L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED
=III= =III= I I-
COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE
,
OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN.
TO A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE.
-- I -I —
DEEPER THAN ROOT BALL
THROUGH THE STRAW LAYER.
B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF
M. GROUND COVER AREAS SHALL RECEIVE A /4" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL
DIG WIDE, SHALLOW HOLE - � � � — __—_—_ _
=III=III=III=III—III= -III 1I I I= I
REMOVE THE TOP 1/3 OF THE WIRE BASKET IF
2. EXECUTION AND PREPARATION:
/
ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE
PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT
WITH TAMPED SIDES "—III=III— —'—'
PRESENT. ANY AND ALL TWINE SHALL BE
SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL
CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION.
REMOVED FROM THE TREE BEFORE
2. IL N
L IL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS
A A SOI
KNOW WHAT'S BELOW
SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A
REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL
N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET FROM
TAMP SOIL SOLIDLY
BACKFILLING. BURLAP SHALL BE FOLDED BACK
AND R
THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO
ALWAYS CALL 811
(2')
AROUND BASE OF
INTO PLANTING HOLE
NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED
EXISTING STRUCTURES AND SIDEWALKS.
ROOT BALL
AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT
BEFORE YOU DIG
TO PREVENT SHOCK OR DECLINE.
SET ROOT BALL ON FIRM
AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED.
O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED
PAD IN BOTTOM OF HOLE
AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE
It's fast. It's free. It's the law.
C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR
AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB.
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.
GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING
TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS
PRIOR TO THE BEGINNING OF WORK.
P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE
DECIDUOUS TREE PLANTING DETAIL
TO SOIL ANALYSIS.
2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE
NOT APPROVED FOR
WATERING SPECIFICATIONS AS LISTED HEREIN.
PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON -SELECTIVE
S. TREE PROTECTION
NOT TO SCALE
HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL
CONSTRUCTION
A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE
10. TRANSPLANTING (WHEN REQUIRED)
WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW
PROJECT No.: V152000
PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT.
SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO
CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE
PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE
EEN
STRICT TREE PROTECTION ZONE SHALL BE HONORED.
B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL,
PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC
DRAWN BY:
ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND.
DEBRIS ARE PRESENT ON THE INSTALLATION AREAS.
CHECKED BY: RTY
B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR
2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED
DATE: 3/5/18
APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE
C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30.
OF ALL DEBRIS LARGER THAN 2" DIAMETER.
SCALE: N/A
PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED
PLANT SHALL BE
FOR
2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF
CAD I. D.: SDO
WITHIN THE TREE PROTECTION DETAIL.
D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE.
TRANSPLANTED AT THE SAME
SHRUBS, USE FINGER OR
SHRUBS,USE FINGER O
ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS
GRADE AS IT BORE IN THE
SMALL HAND TOOLS TO PULL
ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF
PROJECT:
C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING
E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN.
NURSERY PLOT PRIOR TO
THE ROOTS OUT OF THE OUTER
COMPACTION.
AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING
BALLING AND BURLAPPING.
LAYER OF POTTING SOIL; THEN
���ll����
ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND
F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES
CUT OR PULL APART ANY
3. INSTALLATION:
MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED.
GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE
PLANTING MIX:
ROOTS THAT CIRCLE THE
��Tj�JJjj�� ���}��
N
MUNICIPALITY'S TREE REPLACEMENT GUIDELINES.
1 PART PEAT MOSS
PERIMETER OF THE CONTAINER
3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS
D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT
1 PART COW MANURE
AND RECOMMENDATIONS.
STANDING IN THE TREE PROTECTION ZONE.
11. WATERING
3 PARTS TOPSOIL PLANTING
3" THICK LAYER OF DARK
3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO
FOR
A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING.
MIXTURE WILL CHANGE WITH
BROWN DOUBLE
HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN.
6. SOIL MODIFICATIONS
WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO
SOIL CONDITIONS
SHREDDED HARDWOOD
HYDROSEEDING MAY ALSO BE PERFORMED WITH THE
��®®�����
A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING.
THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL
8 12"
MULCH
ENGINEER/ARCHITECT'S APPROVAL.
SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY.
CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED.
3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING
SECTION I
B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO
B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE
BEFORE PLANTING, ADD 3 TO 4" _ = t
— FINISHED GRADE
=
DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED.
�p
]BLOC K 4�
THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED
ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED
OF WELL -COMPOSTED LEAVES —III .
—III—III
I —) I- PLACE SHRUB ON
3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO
BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS.
FOR ALL NEWLY PLANTED TREES.
A
_ B&B ONTAINER _— FIRM SOIL IN
AND RECYCLED YARD WASTE —III—
I I
AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND
���������
TO BED AND TILL INTO TOP 6"-I _ =I
BOTTOM OF HOLE.
VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE
C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY.
C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT
OF PREPARED SOIL I I I = III=I I = I=III=III _ _ _ _ _ I=
I- I I III-
111
=
APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A
LOCATION OF SITE
COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS
MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF
I -I I -I _ -I - 1
REMOVE THE TOP 1/3 OF THE I I- I I=I I I=I I I=III-I
III I_ III—� I I— I, I
-
RATE OF 80LBS PER ACRE.
ROUTE 29 SEMINOLE TRAIL RD
PERFORMED BY A CERTIFIED SOIL LABORATORY.
MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH.
WIRE BASKET IF PRESENT. ANY III—III—III-1 1 II ,-,I — —III
UNDISTURBED
3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE
1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC
24" MINIMUM
AND ALL TWINE SHALL BE
SUBGRADE
. RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSISIF NO
AND STATE ROUTE 643
MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL
12. GUARANTEE
REMOVED FROM THE SHRUB
SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER
POLO UN AD
DS R RO GUNO
PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF
A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL
BEFORE BACKFILLING. BURLAP
SOIL SURFACE ROUGHENED
AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET).
OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5.
OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A
SHALL BE FOLDED BACK INTO
TO BIND WITH NEW SOIL.
3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF
C O SVI
1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING
MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE
PLANTING HOLE
SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING
ALBEMARLE COUNTY, VA
COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE
RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN
AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC
USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX.
COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE.
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT
PRODUCT MANUFACTURER RECOMMENDATIONS.)
VL
SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE.
1.3. MODIFY EXTREMELY SANDY SOILS THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED
B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD.
DECIDUOUS AND EVERGREEN
4. MAINTENANCE
T
(MORE
CLAY LOAM UP TO 30% OF THE TOTAL MIX.
REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY
®� ILA � �"
�`
DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION.
SHRUB PLANTING DETAIL
4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS
1I' J{
�/
ENGINEERING
7. FINISHED GRADING
IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF
A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT
NOT TO SCALE
SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE
INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE
THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE
VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER
28 BLACKWELL PARK LANE, SUITE 201
SITE.
PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD
APPLICATION RATES.
WARRENTON, VIRGINIA 20186
CONDITION AND FREE OF INSECTS AND DISEASE.
PLANT MATERIAL
SPACED AS
4.2. REPAIR ALL SEED WASHINGS AND EROSION.
Phone: 540
( ) 349-4500
B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN
INCORPORATE 2" OF PEAT INTO 6" OF SPECIFIED. SEE LANDSCAPE
Fax: (540) 349-0321
ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL
D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER
PLANTING MIXTURE, AS SPECIFIED SCHEDULE FOR
PROPOSED SPACING.
VA@BohlerEng.com
THICKNESS (V±).
OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH,
ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS.
3" THICK LAYER OF
NTH
C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT
DARK BROWN DOUBLE
CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED
13. CLEANUP
SHREDDED HARDWOOD
op`
BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT.
A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE
MULCH
D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND
CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED
AREAS ARE TO BE CLEANED.
FINISHED GRADE
AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS.
Q
B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER
f �.".. ,; f
�% R N YA R
8. TOPSOILING
OR AUTHORIZED REPRESENTATIVE.
MINIMUM 6" TOPSOIL EXISTING
SUBSOIL
A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE
.� LIC. N0. 0402056625 Qi
LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED
SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS.
III=III=III III III=II I ` III
�Q �(/�
3/5/18G
B. ON -SITE TOPSOIL MAY BE DSUPPLEMENT TO REQUIRED. M THE SITE Y
sNAL
BE REJECTED IIFIT H CONSTRUCTION.
S NOT BEEN PROPERLREMOVED, STORED AND PROTECTED PRIOR TO CO
TYPICAL PERENNIAL AND GROUND COVER PLANTING
4�G
C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE
SHEET TITLE:
TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED
THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS
SECTION ABOVE.
D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED
D= PROPOSED ON CENTER
LANDSCAPE
FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK
(O.C.) SPACING
PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO
�������
DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA):
SEE LANDSCAPE SCHEDULE
1.1. 20 POUNDS'GROW POWER' OR APPROVED EQUAL
1.2. 20 POUNDS NITRO 38-0-0 BLUE CHIP
FOR FOR REQUIRED SPACING
D D
-FORM (COURSE)
E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS.
D
SHEET NUMBER:
C-903
TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT
PERENNIAL/GROUND COVER PLANTING
DETAIL
NOT TO SCALE
H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4B -INITIAL SITE PLAN\V152000SD0.DWG PRINTED BY: DREARDON 3.06.18 @ 6:15 PM LAST SAVED BY: DREARDON
J-
6" MIN 17 5"
(22 5' I -OR COMPOUND METER)
f� 60" -
36'
4
(22.5' FOR COMPOUND METER)
44' MIN
NOTES:
1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4".
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BI-OCK SHALL B
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL METER VAULT (2'I METER)
NTS
FIG. W- 7C
TD 13
' MIN 17. S"�"I 6' h11N
.�
a 4
60.. I
d
1- 361.
• 8 6a1'1
�- 17.S" �
WINGNUT I.-OCKING ASSCMBI.Y
E2' MIN
1 (�l
I
BYPASS
NOTES:
1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR - IN - PLACE VAULTS SHALL BE 4".
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL METER VAULT 0 112" METER)
NTS
FIG. W - 7 B
TD-12
EME
SPRI
C
NO. 68
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY
DIMENSION
-INTIAL BACKFILL*
(6" LIFTS)
* THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
-HAUNCHING
-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. 21A 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
INSTALLATION IN TRENCH
NTS
FIG. S - 3
TD-28
Top View
a
d
6" MINIMUM 4' MINIMUM
d d
a 4" MINIMUM
d�
4.a
a
d
a
d
Side View
- - - - 4
- - - 3' Minimum
d
Certification of 95%
compaction required d d
O Q Q
a
Galvanized Steel Beam, a
W12 x 14 (min. size) � d
3' min. penetration into undisturbe 45 V
soil , or as approved by the-
he a
ACSA.
11-11 1=1 11EI 11=1 I I I -I
I I-111=111=1 1=1 1=1
1 111 �1111� I I I 11ll�1 l
III=III III=11
TYPICAL THRUST BLOCK IN FILL AREA
NTS
FIG. W-3B
TD-5
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I
INITIAL BACKFIL
BEDDING
8 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
4IMIN INITIAL BACKFILL 4'IMIN
UNSTABLE 8" 81, 8" 81,
SOIL \ MIN MIN _ MIN MIN #68 STONE
~- O GRANULAR FILL AS = O
APPROVED BY ACSA
z S S A L S 1 R 0TABLE SOIL OR ROCK
NOTE
I. 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 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. VV - L
TD-2
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
QTHE LOCAL STANDARD.
1
LENGTH OF BRANCH VARIES
6' MIN 2' TO 10'
(270' )
7 CU. FT. 181, VALVE BOX
#68 STON
36"MIN 6" GATE
VALVE
ee " 8X 6u
TEE
2500 P.S.I. CONCRET
.eb•e ,.
BASE AND THRUST
BLOCK AGAINST
UNDISTURBED STABLE
SOIL. STEEL PILE
3/4" THREADED RODS TO
WHEN THE SOIL IS DISTURBED OR WHE MAIN IN ALL INSTALLATIONS.
A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED
THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED
THREADED RODS IN ADDITION TO POURING
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3' 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,
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
N-T S.
FIG W - 4
TD- 7
7PLUGA',
45 11,
max�1
FOR ALL BENDS FOR TEE OR WYE FITTINGS
WIDEN TRENCH TO
ACCOMMODATE
ANCHOR IF
REQUIRED.
mIn ° M
BEDDING AS
REQUIRED �\ �'
= D
45 °
MIN
I_ T _
SECTION 2 - 2
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
BEND
L
H
T
L
H
T
90
2.50
2.50
3.01
0.24
4" & 6"
45
2.00
2.25
2.60
0.15
22 1/2
1.50
2.00
2.52
0.10
2.00
2.25
2.50
0.15
11 1/4
1.50
2.00
2.50
0.10
90
3.66
3.16
3.21
0.48
b
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
90
4.83
3.83
3.42
0.83
10" & 12'
45
3.33
3.58
2.95
0.43
3.83
4.00
2.83
0.52
22 1/2
2,33
2.58
2.86
0.24
11 1/4
1.83
2.33
2.84
0.18
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHAN(
SIZE, DEAD ENDS AND AT VALVES,
2. USE 2500 P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
4, THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE C
ALL THRUST BLOCKS.
CONCRETE THRUST BLOCKS
NTS
FIG. W - 3
TD-3
PLACE 5' GALVANIZED " WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
o AS DIRECTED. MARKER LOCATION MAY BE SUBJEC
TO HIGHWAY DEPARTMENT APPROVAL,
FINISHED GRADE
0
ADJUSTABLE VALVE BOX W/ LID
II
U
7E
R
M.J. GATE VALVE
LAX-,
WATER rl b h I I d b hm LINE
2500 P.S.I.
CONCRETE 15 d 2'x 2' BEARINGAREA.
THRUST BLOC a
a.
d v e
d
a
a
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRA
TYPICAL GATE VALVE
NTS
FIG_ W - 5
TD -8
- FOR BENDS 8" & SMALLER
USE STRAP ON BEND WITH
ANCHOR BOLT ON CENTER LINE
OF BEND.
- FOR BENDS 10" THROUGH 12"
USE 2 STRAPS ON BENDS
ADJACENT TO BELLS.
- FOR 18" BEND USE 3 STRAPS
AS SHOWN.
USE BRACING STRAPS
ON ALL PIPE SIZES
D
�� �y1w 6 a
V it
B CONCRETE CLASS B
ELEVATION
PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT.
BEND
PIPE
SIZE
A
B
C
D
E
F
4" - 6'
1'-9"
2'-3"
2'-6"
V-2
2'-0'
1 1/4"
8'
2'-3
X-0
2'-6"
V-6
2'-6"
1 1/4"
11 1/4'
10"
2'-9
X-9
2'-6-
2'-0
3'-0"
2"
12"
X-0
4'-3"
V-0-
2'-3"
N-6'
2"
18"
3'-6"
V-6°
3'-3.
Y-D"
4'-6"
2 1/2"
22 1/2'
4" - 6'
2'-6"
S-0'
2'-6`
V-6'
2'-8-1
1/4'
8-
3'-0
V-3
2'-6'
2'-1
S-3-
2'
10"
3'-3"
5'-0
3'-0
2'-9"
V-9`
2"
12'
V-9"
6'-3
3'-0
V-6-
4'-3"
2"
18"
V-0
7'-6
X-3"
4'-0'
5'-8`
2 1/2"
45'
4" - 6"
S-0"
6'-D'
3'-0'
V-3'
X-3-
2 1/4'
8'
3'-6"
X-0"
3'-8"
3'-9"
2 1/4"
10"
4'-6"
7" 6.
7'-6
3'-0'
4'-3"
5'-0`
2 1 4'
12-
5'-3
V-0
V-3`
5'-0
5'-9"
2 1/2'
18`
6'-6
11'-0
X-9'
6'-0'7'-3"
2 1/2"
CHART FOR UPPER
VERTICAL BLOCKING
1L 1-LP1l.LJf
1V4" THICK
LATE WASHER
3" THREAD i p
1 NOMINAL INSIDE 3 4" ANCHOR
DIAMETER EXTRA BOLTS
STRONG STEEL PIPE
4 BARS ®12" PIPE BELL
12 CENTER r. CONCRETE CLASS "B"
12" BENDS &
LARGER I .� C�
SECTION
NOTE; STANDARD 90' HOOK ON END OF ANCHOR
BOLTS TO FACE CENTER OF BLOCKS.
CONCRETE BLOCKING FOR
UPPER VERTICAL BENDS
N.T.S.
FIG. W-3A
TD-4
V
COVER LIFT NOTCH
12 3/8"
WATER
CAST IRON LID
NOTES:
(1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID.
TYPICAL METER BOXES
(5/8"-l" METERS)
NTS
FIG. W-7
TD-10
U
Ua o
� 45 z 0 rw
Zz zl-u(D o~ zw
rFJ'I �® =O aLLLLw a=
w�za�g
H Oaa<a�<=�
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ow
Za
W Z
0
W zQ
C7ZUa aa= gzg �o
U
ZW
w o 2 2<� Z
- wwc -2>W
-C)P4 aQ��WX�
w O O W w a
F� ==032X:
Z�c c�F-O��H-�
0 =0= J70_Z
0 Z
woWaoo0
�v)�mrnzU �w
�� ♦�����♦ ra
�P �z
�Q�
P:-
W U o °
o a �o
W Z �� ~a
w r Q
C5 Luz<2z}=
r Z��1'Yd o0
'Z,� Fzz00Ww w�
a>W> O>->}->-� 0 ow
'(ar.1 OWOW
ia� =zmzzza ow
Z
1
RFVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: V152000
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 3/5/18
SCALE: AS SHOWN
CAD I.D.: ODO
PROJECT:
INITIAL
SITE PLAN
FOR
]B]�OOKHII]I L
SECTION I
]BLOCK 41B
APARTMENTS
LOCATION OF SITE
ROUTE 29 SEMINOLE TRAIL RD
AND STATE ROUTE 643
POLO GROUNDS ROAD
CHARLOTTESVILLE
ALBEMARLE COUNTY, VA
D �� L '
(ENGINEERING
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540)349-0321
VA@BohlerEng.com
T'
V�sR`s"I YAL7MR
.p Lic. No. 0402056625
0 4
�3/5/18 0
/ONAL
y
00
SHEET TITLE:
WATEIRAND
S]�W]ER �T�°I]I_eITY
DETAILS
SHEET NUMBER
HA15\V152000\DRAWINGS\PLAN SETS\BLOCK 4B -INITIAL SITE PLANW1520000DO.DWG PRINTED BY: DREARDON 3.06.18 @ 6:15 PM LAST SAVED BY: MGIBSON
SIZE BRANC[
VALVE THE
WATER MAIN
WATER
veQl�c
A. PLUG
TO TEE (COAT RODS WITH BITUMINOUS PAINT)
ON-LINE
(TYPE "B")
VARIES THREADED COUPLING
PVC NIPPLE AND CAP
PVC SLEEVE _ or
o BRASS NIPPLE AND CAP
I LUBRICATE ALL THREADS
THRUST BLOCK cO
METER BOX (SEE FIG. W-7)
VALVE OX
NO. 57 STONE
M.J. FITTING
2" PIPE SLOPED
TO DRAIN IF
GRADE ALLOWS
VARIES VARIES 2" GALV. OR BRASS
PIPE
2" THREADED TAP
PLUG
DEAD END
(TYPE "A")
TYPICAL BLOW -OFF ASSEMBLY
NTS
FIG. W-8
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I
INITIAL BACKFIL
BEDDING
8 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
a"MrN INITIAL BACKFILL 41MN
UNSTABLE s" a° s° a"
SOIL\ MIN MIN _ MIN MIN #68 STONE
GFILL AS RANULAR O "
--APPROVED BY ACSA z ST/�
h LE Oaf 00� ABLE 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 6" 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
TD-16
FRAME & COVER
SEE FIG. S - I - D, E
STREET SURFACE OR
NON -PAVED AREA
VDOT CLASS 1
5' MIN. RIPRAP
(TYP)
2'- 0" — 1' •5
Atism
FL
11 3 0. MIN,
11=1 I I 6 "
VDOT NO I
STONE BEDDING
SECTION A - A
NOT TO SCALE
LENGTH (VARIES)
MATCH EXISTING PROFILE 1
EXCEPT WHERE SLOPE OF
BANK EXCEEDS 1 TO 1 MAX.
1
MIN.
I=1 11=1 11=1 I1=1I I I —III 11=1
—
UNDISTURB ED
MATERIAL A
ELEVATION
NOTE: WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS T, THE TRENCH
SHALL BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF
VDOT CLASS 1 RIPRAP.
WATER
TYPICAL STREAM CROSSING
SLOPED AREA
2'-
0 RUBBER COATED STEEL STEPS
1'-0" MAX
o CAST IN PLACE
PRECAST REINFORCED CONCRETE
°p SECTIONS WITH "0" RING SEALS
OR APPROVED EQUAL
3'-0" MIN
THE DROP CONNECTION SHALL BE
p
DUCTILE IRON PIPE (CLASS SO)
d 5" BACKFILLED IN 6" LAYERS AND
COMPACTED BY HAND TAMPERS OR
12" MIN
BACKFILLED WITH SELF -COMPACTING
16" MAX
STONE.
5
p
MINIMUM ELEVATION DIFFERENCE
2"MIN 12"MIN . ACROSS M.H. FROM INLET TO
VARIE _
OUTLET SHALL BE 0.20 FEET
A FILLETED INVERT FOR A SMOOTH
'b °' TRANSITION OF FLOW BETWEEN
ZN•
s•
INLET & OULET PIPE SHALL BE
�.
p..
► 0 PROVIDED.
12 p' D ad 'e.
► D p: ►. p...D
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
NTS
FIG. S -,I - C
TD - 24
NTS
FIG. W - 12
TD - 20
FRAME & COVER
(SEE FIG. S - I - D,E)
SLOPED AREA
2' 0"
STREET SURFACE OR
NON -PAVED AREA
V - 0" MAX
RUBBER COATED STEEL
STEPS CAST IN PLACE
3' - 0" MIN
PRECAST REINFORCED
CONCRETE SECTIONS 121 MIN
O RING SEALS 4 16 MAX
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H.5" 4' - 0"
5
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
CONCRET .
VARIES
DEPTH OF FLOW I
FILLETS
°
CHANNEL TO BE
3/4 DIAMETER 0
CONTRIBUTING
SEWER.
°
A FILLETED INVERT FOR A SMOOT ° .4. g
12°
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
FOIFHE SOIL CONDITIONS..
2. THE CONSULTANT WILL DETERMINE WHETHER
MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BESEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE
SECTION
SHOWING BRANCH
TIE - IN
co
E
E
7
iv E
E
�m
0
0
a= N E oN m
K� �� a a
\E aOf
JJ mO J 03 o m m
LL
�❑ cJ�0 va E
U E
ELn N N
w a
U
"w 00
N >
0
0
a
ES E
Q coO uEoE cr1
emoE
Y¢
O
E NWN
Loo —
LN w uc) w
w U
o m
O 0 va
to d
Q E \Z o
o-
E� E
E
0 - J
N \U
.,r)L
E
�rNir n1 E �E
J \ E Ln L,
zo
vom —�
u
O O
g a a O
0 E m E 0 r-i
LLJ
E aE (DE of U
\� \trD I \N _ , (n
Ncoo,a'. w
N N co 2
N 2
U.
O O
TYPICAL MANHOLE FRAME & COVER
N.T.S
FIG S-1-D
TD-25
(4) 1' (25mm) DIA HOLES
ON 32 3/4" (1104mm) DIA
BOLT CIRCLE.
2" (51 mm) LETTERS
(RECESSED FLUSH)
N.T.S
FIG. S-I-A
TD-21
w
z
i
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1 /4" 1' MIN
L D
i
BRANCH
12
41
R1
FLEXIBLE CONNECTION-
WITH STAINLESS STEEL
BAND
Lu
O
2"
NOTE
ALL CONNECTIONS TO
EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
CONNECTION BOOT "
INSTALLED
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - IN
NTS
FIG. S - I - B
TD-23
27 1/2- DIA 1 1/2-
[699mm] [38mm]
26 1 /4' DIA 7"
[667mmJ � [178mm]
24" DIA
[606m m]
_ 28 7/16" DIA I 5/8"
[722mm] I [16mm]
36" DIA 0 26"
[914mm] [660mm 1 1/2-
FRAME SECTION 13/16" [38mm]
[20mm]
_f
777727
[79mm] [13mm]
3 13/16" 0 22 13/16"
2 1 /8" [97mm] [579mm]
[54mm � 25"
1 3/8" [635mm]
0 11/16" [35mm] 9/16" O.D. OF GKT GROOVE
[17mm] [14mm] SECTION VIEW 1 4" 6mm DIA
CAM BOLT NEOPRENE GASKET
SEE ASSEMBLY
DETAIL 77 (2) WSHR 1/15 X 5/8 X 1 1/2
1800" RUBBER PART# 00981045
CORED 1 5/8" (2) BLT HEX 5/8-11X3 1/2 SS
;KBARS [5mm 2400" [41 mm PARTS 00981250
FLAN VItW 29mm) DIA BOSS [6mm [113mm] 63 DIA. STAINLESS STEEL ROD PARTjt 00981318 1.50 OD 5S
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 (SHORT)SPART# 001 R LOCK 3585
MANHOLE FRAME & COVER LOCK LUG ASSEMBLY
N.T.S FIG S-I-E
TD-26
v �
Ua o
a) z 9
�w
�Z ~z
Z h" zw� O~ �w
�G R ® =OQaLL ai
w�zaimg
GPI a a JQ I- <mJ
a=I-¢O¢
�0 a�v�o 0
ow
z ci a ****** w �
�==l N
z WO Q z Q o R
C7 'W")aa= gZ< �o
QU
Z" waW <2 C ON
a�RJ w m > g
S <U)T_Luzz> ow
two OwwQ
cf] 2 2 m 2 2� z
Z �o c�1-O�1-H-0
Z ==)2 J7a'z z
(D 121
w O w Q O O w
A �y J f n cr m co z U
<
®� 00
w
w UI''a o
Z w �m ~ ga
} Q
0 wzQ2z}=
mz5ikW— a o0
zr) I-zzooWw < Q w O r o w
a w O w w w= � w
a� �zmzzza ow
cn
zrf)
a�
REVISIONS
REV DATE I COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: V152000
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 3/5/18
SCALE: AS SHOWN
CAD I.D.: ODO
PROJECT:
INITIAL
SITE PLAN
BROOKHILL
1FOR
SECTION I
BLOC K 413
APARTMENTS
LOCATION OF SITE
ROUTE 29 SEMINOLE TRAIL RD
AND STATE ROUTE 643
POLO GROUNDS ROAD
CHARLOTTESVILLE
ALBEMARLE COUNTY, VA
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540)349-0321
VA@BohlerEng.com
V RWN YAUT;ER - y
.p Lic. No. 0402056625
3/5/18
NAL
00
SHEET TITLE:
WATER AND
SEWEIR UTILITY
DETAILS
SHEET NUMBER
H:\15\V152000\DRAWINGS\PLAN SETS\BLOCK 4B -INITIAL SITE PLANW1520000DO.DWG PRINTED BY: DREARDON 3.06.18 @ 6:15 PM LAST SAVED BY: MGIBSON