HomeMy WebLinkAboutSDP200800128 Plan - Approved 2009-01-15SIEG WAREHOUSE PARKING ADDITION
BUILDING NO: BLD 1 693
LONG TERM ACUTE CARE HOSPITAL (LTACH) STAFF
ALBEMARLE COUNTY, VIRGINIA
FINAL SITE DEVELOPMENT PLAN
Original Submission: 11 August 2008
PARKING
OVERALL EXISTING PARKING PLAN
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cSx•wN.ROAD
24
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2'83 SPACES J -
ES
0
ROUTE 250
11 rjtj
289 SPACES
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87 SPACES ! / 22 SPACES
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T'MP 59-23C
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APPROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNERIZONING
ltiZoo
ENGINEER
INSPECTIO
A TU REVIEW BOARD
DEPA MENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
CP ww-,.2
VIRGINIA DEPARTMENT OF TRANSPORTATION
31-0
HEALTH DEPARTMENT
McKEECARSON
LANDSCAPE ARCHITECTS - CIVIL ENGINEERS - LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VIRGINIA 22902
434 -979 -7522
CEA
Robert B. McKee
Vicinity M
Standards and Specifications
1. MGIN111 DEPARTMENT OF TRANSPORTATION MM ROAD AND BRIDGE SPECIFICATIONS, DATED 2001.
2. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOILAND WATER CONSERVATION,
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK,
THIRD EDITION, 1902.
3. ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS,
ADOPTED JANUARY 15, 2001.
4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOILAND WATER CONSERVATION,
VIRGINIA STORMWATER MANAGEMENT HANDBOOK, FIRST EDITION, 1999.
General Contractor Notes
1. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE
SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL
SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR
DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK.
2. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE
ENGINEER.
3. THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON THESE PLANS. THE
CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO
DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS.
4. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED AND MADE AVAILABLE AT
THE CONSTRUCTION SITE BY THE CONTRACTOR.
5. PARKING FOR THE CONTRACTORS VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. PARKING FOR
EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE.
6. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY; THAT THIS REQUIREMENT SHALLAPPLY C.ONTINIOUSLYAND NOT BE LIMITED TO NORMAL
WORKING HOURS; AND THAT THE CONTRACTOR SHAT DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE
NEGLIGENCE OF THE OWNER OR THE ENGINEER".
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS
AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY.
S. THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE BUILDING
CONTRACTOR.
9. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTIUR1ES. PRIOR
TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHAT VERIFY THE EXISTENCE AND LOCATION OF,
OR THE NON-EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
NOTIFYING - MISS UTILITY' (1-800-552 -7001) ATLEAST 72 HOURS PRIOR TO ANY EXCAVATION ACTIVITY
ON SITE.
10. CONTRACTOR SHALL SUBMIT COMPLETE EXCAVATION PERMIT APPLICATION FORM TO UNIVERSITY OF VIRGINIA
UTILITIES DEPARTMENT WITHIN 2 HOURS OF CALLING MISS UTILITY.
11. THE CONTRACTOR SHAT MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY
AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY.
12. THE EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY
CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE
PLANS.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES
DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK
IM MEDUATELYAND NOTIFY THE ENGINEER.
14. RELOCATION OF ANY EXISTING UTILITIES NOT INCLUDED IN THE SURVEY OF EXISTING CONDITIONS, SHALL
BE AT THE OWNER'S EXPENSE AND COMPLETED WITH THE SITE WORK THE OWNER SHALL BE NOTIFIED AS TO
THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION.
15. THE CONTRACTOR SHALLADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT
AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE.
16. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WAL(S, LIGHTS, CURBS, PLANTS, ETC.) SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENTS SHALL BE MADE AS NECESSARY AT NO
COST TO THE OWNER.
17. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, OR ACTIVITY
SHALL BE REPAIRED, REGRADED, AND RESEEDED.
18. THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO AND INCLUDING THE CONNECTION TO THE
ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS AT A SINGLE LOCATION. THE TELEPHONE AND
CABLE TV COMPANIES WILL PERFORM THEIR OWN SITE WORK UP TO A SINGLE BOX ON EACH BUILDING.
Site Clearinq Notes
1. CUT AND FILL SLOPES MAY NOT BE EXPOSED FOLLOWING COMPLETION OF CONSTRUCTION.
2. NO CHANGE IN NATURAL OR EXISTING DRAINAGE PATTERNS FOR SURFACE WATERS SHALL BE MADE UPON ANY
LOT THAT COULD ADVERSELY AFFECT THE OWNER OF ANOTHER LOT.
3. EXCESS EXCAVATED MATERIAL OR MATERIAL UNSUITABLE FOR FILLING OR GRADING OPERATIONS,
MISCELLANEOUS REFUSE OR OTHER ITEMS INDICATED TO BE REMOVED, SHALL BE DISPOSED OF OFF - SITE
IN COMPLIANCE WITH LOCAL CODES AND ORDINANCES.
Context
1 •
TMP 59 -23B1
PROPOSED LTACH BUILDING
ON TMP 59 -2381
EXISTING MAINTENANCE
FACILITY WITH PROPOSED PARKING
ON TMP 59 -23D, 23F AND 23C1
k - 1 CSX RAILROAD
i, e
v7 ,At,40U
IVY ROAD /ROUTE 250
TMP 60 -E21
i! -,)... ,
MOF 0
TMP 59 -23C
PROPOSED PEDESTRIAN
CONNECTION
Purpose of Final Site Plan Amendment
1. THE PURPOSE AND IITENT OF THIS APPLICATION IS TO PROVIDE SUFFICIENT STAFF PARKING FOR THE
PROPOSED LTACH FACILITY ON TMP W23B1 , NORTHRIDGE OFFICE BUILDING ON TMP 59 -23B, AND THE
EXISTING MAINTENANCE FACILITY ON TMP W23D, 23F AND 23131 AS ILLUSTRATED IN CONTEXT MAP -
D/STING FACILITY IS TO REMAIN IN TACTAND FUNCTION. SEE COVER MEET, PARKING STUDY AND LAYOUT
PLAN FOR ADDITIONAL DETAILS.
2. SITE PLAN FOR PROPOSED PARKING ON OTHER TAX MAP PARCELS WILL BE PART OF THE FINAL SITE PLAN
WHICH IS MADE TO ACCOMPANY THE LTACH APPLICATION PREPARED BY TIAMONS GROUP AND SUBMITTED UNDER
SEPARATE COVER.
3. THE PARKING LOTS SHOWN IN THE EXHIBIT ON THE COVER SHEET WILL BE CONTROLLED IN A MANNER THAT
IS CONSISTENT WITH THE PROCEDURES ALREADY ESTABLISHED IN THE UNIVERSITY PARKING LOTS. SIGNS
SHALL. DESIGNATE PATIENTMSITOR PARKING AND STAFF PARKING AREAS. THE NORTHRKOGGE PARKING LOT
WILL HAVE THREE HOUR RATIENTMSITOR PARKING. THE STAFF FROM LTACH, NORTHROGE, SIEG, MOSER
CLINIC AND KIRTL.EY OFFICE BUILDING WILL HAVE A HAND TAGS TO FANG FROM THE MIRROR OF THE CAR.
International Fire Code(IFC) Notes
1. AFC 1404.1 - SMOKING TO BE ALLOWED IN ONLY DESIGNATED SPACES WITH PROPER RECEPTACLES.
2. AFC 1404240STE DISPOSAL OF COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END
OF EACH WORKDAY.
3. IFC 1410.1-ACCESS TO THE BUI DURING DEMOLITION AND CONSTRUCTION
SHALL BE MAINTAINED.
4. AFC 1404.6 - CUTTING AND WIELDING. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE
DONE IN ACCORDANCE WITH CHAPTER 28, OF THE INTERNATIONAL FIRE CODE, ADDRESSING WELDING AND
HOTIWORK OPERATIONS.
5. IFC 1414.1 -FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE
APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STANMY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE
MATERIALS HAVE ACCUMULATED.
6. REQUIRED VEHICLE ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED TO ALL CONSTRUCTION OR DEMOLITION
SITES. VEHICLE ACCESS SHALL BE PROVIDED TO WITHIN 100 FEET OF TEMPORARY OR PERMANENT FIRE
DEPARTMENT CONNECTIONS. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT
ROADS, CAPABLE OF SUPPORTING VENICE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS
SHALL. BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE AVAILABLE.
General Construction Notes for Site Plans
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHR -OF -WAY, INCLUDING CONNECTION TO
ANY EXISTING ROAD, A PERMIT SHILL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE
ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS
OF VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
EROSION CONTROL PLAN AND SHALL BE INSTA PRIOR TO ANY CLEARING, GRADING OR OTHER
CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL VERTICAL.). WHERE REASONABLY OBTAINABLE,
LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. RAVE, Rp4W OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
COUNTY ENGINEERING, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABLIZE DRAINAGE
CHANNEL
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED AREAS.
11. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL
ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE.
12. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, CBR TESTS SHALL BE
PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE OF 10 OR GREATER IS NOT
OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE ENGINEER.
13. ALL PAVEMENT MARKINGS TO BE REFLECTORIZED. ALL PAVEMENT MARKINGS SHALL MEET THE LATEST VDOT
SPECIFICATIONS AND SHALL BE IN ACCORDANCE WITH (MANUAL ON UNIFORM TRAFFIC DEVICES (MUTCD)
STANDARDS, LATEST EDITION.
14. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER
WHEN, IN THE OPINION OF THE CITY TRAFFIC ENGINEER, THEY ARE DEEMED NECESSARY IN ORDER TO
PROVIDE SAFE AND CONVENIENTAOCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM TO
THE VRRGINU MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
15. ALL SITE SIGNAGE MUST BE APPROVED SEPARATELY, PRIOR TO CONSTRUCTION BY THE ALBEMARLE COUNTY
OR CITY OF CHARLOTTESVILLE ZONING DEPARTMENT.
4. CONTRACTOR TO COORDINATE ALL UTILITY LIE ADJUSTMENTS WITH SERVICE PROVIDERS.
5. WATER, SANITARY SEWER ELECTRIC, TELEPHONE AND CABLE TV SERVICE SHALL BE MAINTAINED, OR
INTERRUPTIONS OTHERWISE COORDINATED WITH OWNER, TENANTS, ASSOCIATED AGENCIES AND SERVICE
PROVIDERS.
6. CONTRACTOR TO DETERMINE, THROUGH THE OWNER, THE STATUS OF POTABLE WATER SUPPLY TO EXISTING
STRUCTURES AND COORDINATE ANY TRANSITION BETWEEN EXISTING AND PROPOSED SYSTEMS.
Field Notes
SOURCE OF BOUNDARY, TOPOGRAPHIC THOMAS B. LINCOLN LAND SURVEYOR,
AND PHYSICAL SURVEYS CHARLOTTESVILLE, VA
Site Specifics
1. ALL SITE SIGNAGE MUST BE APPROVED SEPARATELY, PRIOR TO CONSTRUCTION BY THE ALBEMARLE COUNTY
2. A WAIVER REQUEST HAS BEEN SUBMITTED WITH REGARDS TO THE LIMITATION ON THE MAXIMUM NUMBER OF
PARKING SPACES.
3. A CRITICAL SLOPES WAIVER FOR TMP REQUEST WAS BEEN SUBMITTED ALONG WITH THE LTACH SITE PLAN
SOP200900052 LTACH ON JUN 24, 2008.
4. THE PROPOSED CONNECTOR ROAD SHOULD BE REVIEWED AS PART OF THIS SITE PUN.
Site Data
NAME OF DEVELOPMENT SIEG WAREHOUSE
OWNER/DEVELOPER RECTORS AND VISITORS OF
sheet 03
UNIVERSITY OF VIRGINIA,
sheet 04
PO BOX 400726,
sheet 05
CHARLOTTESVILLE, VA -22904
PLAN PREPARER McKEE CARSON 434- 979 -7522
sheet 07
301 EAST HIGH STREET,
sheet 08
CHARLOTTESVILLE, VA 22902
NORTH RIDGE SITE PLAN TIMMONS GROUP
sheet 10
919 2ND ST., S.E.
sheet 11
CHARLOTTESVILLE, VA 22902
sheet 12
434.327.1684
TAX MAP PARCEL TMP 59 -23D; TMP 59 -23F; TMP 59 -23C1
SITE ACREAGE 2.92 ACRES
ZONING L -1 (LIGHT INDUSTRIAL)
EXISTING USE WAREHOUSE
METAL WAREHOUSE ON TMP 23D:8856 SF
METAL WAREHOUSE ON TMP 23DA3754 SF
PROPOSED USE PARKING FOR LTACH STAFF (USE)
SETBACKS BUILDING IS EXISTING; SIDE -NA; REAR -NA
ADJACENT TO PUBLIC STREETS:
50' BUILDING & 10' PARKING
ADJACENT TO RESIDENTIAL OR RURAL DISTICTS:
50' BUILDING & 30' PARKING
MAGISTERIAL DISTRICT SAMUEL MILLER
COUNTY AND STATE ALBEMARLE, VIRGINIA
ADJACENT TAX MAP PARCEL TMP 60 -E21, TMP 60E1C1, TMP 59 -23D,
W
TMP 59 -23B, ROUTE 250 ROW
ADJACENT PARCEL ZONES TMP 59- 23D&TMP 59 -23B : LIGHT INDUSTRIAL
L
TMP 60 -E21 8 TMP 60E1C1: RURAL
MAX. ACREAGE OCCUPIED BY EACH USE NOT APPLICABLE
MAX. NUMBER OF DWELLING UNITS NOT APPLICABLE
GROSS RESIDENTIAL DENSITY NOT APPLICABLE
SQUARE FOOTAGE OF RECREATIONAL AREA NOT APPLICABLE
PERCENTAGE AND ACREAGE OF OPEN SPACE 22% AND 0.55 ACRES
MAX. IMPERVIOUS COVER 1.86 ACRES
MAX. SQUARE FOOTAGE OF COMMERCIAL USES NOT APPLICABLE
MAX. SQUARE FOOTAGE OF INDUSTRIAL USES NOT APPLICABLE
FLOOR AREA RATIO (IF INDUSTRIAL)NOT APPLICABLE
LOT AREA COVERAGE (IF INDUSTRIAL)NOT APPLICABLE
MAX. NUMBER OF EMPLOYEES 23 EMPLOYEES
MAX. BUILDING HEIGHT 26'
Sheet List
SHEETS FROM MCKEECARSON:
sheet 01 COVER SHEET
sheet 02 PROJECT DATA
sheet 03 EXISTING CONDITIONS & DEMOLITION PLAN
sheet 04 EROSION AND SEDIMENT CONTROL PLAN
sheet 05 LAYOUT AND DIMENSION PLAN
sheet 06 GRADING AND UTILITIES PLAN
sheet 07 LANDSCAPE PLAN
sheet 08 LIGHTING AND PHOTOMETRIC PLAN
sheet 09 EROSION AND SEDIMENT CONTROL DETAILS
sheet 10 SITE DETAILS
sheet 11 UTILITIES DETAILS & PROFILES AND ESC DETAILS
sheet 12 LANDSCAPE DETAILS
sheet 13 LIGHTING DETAILS
sheet 14 LIGHTING DETAILS
Legend/Abbreviabo n s
r T 7^
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7322
f: 434. 977. 1 194
www.mckeecarson.com
V NLTH OF `f
SH K TIWARI
L1c. No.. 043M
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REFERENCES:
NORTH RIDGE SITE PLAN
SDP - 2008.00130 :
MMONS GROU
CONSOUDATED PLAT:
THOMAS UNCOLN SURVEYORS
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REVISIONS
10-03-06: COUNTY COMMENTS
11- 24-08: COUNTY COMMENTS
DESIGNED SRK
CHECKED RBM
SCALE NA
DATE 07/281AB
PROJECT 0810
SHEET NUMBER
02
OF 13
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O Existing Condition Notes
1. DATUM: NAVD '88 VERTICAL DATUM
F i NOTE.- \
BUILDING CORNER ENCRaACWb 2. CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT /ENGINEER 24 HOURS PRIOR TO0.06'OViERPROPERTYL /NE OSFI k, nQ CLEARING DRAINFIELD AREA ON SOUTHERN PARCEL TO SCHEDULE AN ON -SITE REVIEW
OF SPECIMEN TREES TO BE SAVED IN THIS AREA.
A 3. BOUNDARY, TOPOGRAPHIC AND PHYSICAL SURVEYS BY THOMAS B. LINCOLN LAND SURVEYOR,I - &04.49 \ 0 2 LANnq 162 .33 CHARLOTTESVILLE, VA ON JANUARY 15, 2007, REVISED: JANUARY 25, 2007
YCLISO043WIER =1372 M__ 4. BENCH MARK IS IRON AND CAP STAMPED #131 ELEVATION 610.80.
I \
111.44' A 22.95'
7=11.48' 5. GREY AREAS REPRESENT CRITICAL SLOPES IN EXCESS OF 25%.
CB= S64 , If t77"E . _ 6. THE FOUR (4) DOGWOODS SHOWN BETWEEN LOADING DOCKS ARE NOT SURVEYED AND ARE PLACED
1 TA= 0 °5728" - IN APPROXIMATE LOCATIONS.
7. THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY.
UTILITIES ARE LOCATED USING UTILITY COMPANY LOCATIONS, CITY AND UNIVERSITY UTILITY MAPS,
AND FIELD VERIFICATION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
6Q572 I 693 EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR
I 1 \ \ ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATEI ! R= 137257x' 0y _\ 6DI891 MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
A- 125.18' _\ UNDERGROUND UTILITIES.
1 FACEOFSUILD /NG C =125. f4''' \ \ 610
1 605.30 EXISTING 1 STCaRYBRICKAMO -I PROPERTYL /NE CB=S670 f636'E OyF ip 609
EASEMENT METAL WAREHOUSE NOTE: LTA= 5 °1379"
D.B. AM SF BUILDING ENCROACHES _ -
Consolidated Plat Notes
I EX7 7 3.23' OVER PROPERTY LINE
alB 1. TMP 59 -23D, 23F, 23C1 AND FOLLY DRIVE EASEMENT WILL BE CONSOLIDATEDT =2853 _ - _ lr _
I I I PARTY WALL , C-57614' - _ __ _ INTO ONE SINGLE TAX MAP PARCEL FOR SIMPLIFIED REVIEW.
D.B. 1093 P. 78 ° CB-S71 00446 "E
607q I I EXCEPT. F13 19 DELTA =2 °22'51" _ 2• CONSOLIDATED PLAT AND APPLICATION WILL BE PREPARED BY THOMAS LINCOLN
l ` - /RONFOUND - _ _ R-1372.77' SURVEYORS AND WILL BE SUBMITTED AT A LATER DATE UNDER SEPERATE COVER.
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6A682 -6X0 66 DELTA= f0 ° 40'43 " General Demolition Notes
I I I II FF 0WMATER
13754 SF T
I I 609. 01 SEPERA7OR f9
1. BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALLUNIVERSITY "t ", / OBTAIN ALL REQUIRED PERMITS.
HEALTH SERVICES o I , I 605.41 LA'
ZONE: L1 r I / o j - - _ _ _-2. CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF
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t _ _ _ - - ' - - PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKINGII ! I bT8
fA01/7 _ - - - - - - - - - -
DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
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I , 602 7 3. EXCLUDED IS THE RELOCATION OF ANY UTILITIES NOT SPECIFICALLY NOTED TO BE REMOVED ORIIIII r I 608.95 f o I RELOCATED.
I1F , I BC T .
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60904 -
60589 6004
I 4. NO PROTECTED PLANTS SHALL BE DAMAGED, DESTROYED OR REMOVED FROM ANY LOT. LANDSCAPE
CONTRACTOR TO COORDINATE ALL ON -SITE TRANSPLANTINGS AND AREAS TO BE SAVED WITH LANDSCAPE
F RECTOR & VISITORS OF THE ARCHITECT PRIOR TO CONSTRUCTION. CONTRACTOR TO REFER TO LANDSCAPE PLAN FOR SPECIFIC LOCATIONS1I
609.06 ,; OF ALL TRANSPLANTED MATERIAL.I 1 T PRC> NE TANK I I UNIVERSITY OF VIRGINIA
25 6D892
8 1 I I
I ' I30'EASEA+IENT \ D'N/CACE
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f BERELOCATM TO ME I ZONE: COMMERCIAL 5. EXISTING TREES NOT SHOWN ON SURVEY WILL BE FLAGGED FOR REMOVAL ON SITE. CONTRACTOR TO
I i D.B. 910 P. 461 T 0" BW8..9B bir •61
NOIRTH 0F D + 604.93 I i l CO- ORD THIS WITH THE LANDSCAPE ARCHITECT ON SITE.
D.B. W3 P. 708EXCEPT. \ y> INV. PAR1CWNGL0T I = BC _
D.B. 387 P. f8 EXCEPT. I I - TC ` : 8W. 8 6
ACTIVITY
CONTRACTOR
TRANS A
SHALL ID- ORDINATE WIH
T
H LANDSCAPE ARCHITECT PRIOR TO STARTING DEMOLITION
2 \TO C (2) E JAPONICA ( Japanese Crypeomeria) TREES
I I 1 I 3 \\ \ / '
t 01.37 ; ON -SITE. THESE TREES ARE NOT IDENTIFIED IN THE SURVEY.
I HEATP(W TO BE
I o y I 3 I \ \ T 15RW I REL"TED TIC THE h
G
V.02 AOMOFPROPOSED
AARffiMGL0T .- ; TC General Demolition NotesIII ! I I ` T f5P/A1E115 601.38
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TREE/STRUCTURE TO BE REMOVED
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605.47 f 599.19 _ _ -- - - - VARWBLE WIOTH INGRESST -- - - - - -- - -_ ELEVATIO/V13&I- ------------ -------- - - -/ -- = = - -- \ \ /
fI7 --------- - - - - -- --------------------- F = - - - -- fi1 - - - - -- =$- -------- - - - - -_ .._- ` - BEGRESSEASEMENT
612.41
606.09 - - _ _ _ _ - WPIp BUFFFER - , ' 597.63 D.B. 1211 P. 3q PLAT
R- 2824.40' 60420 - - ------- __ - EXCEPT ,- ---------- - - - - -- F14
A= 193.55' scale: I"= 20' contour interval 2'T- 98. 81'
C= 193.51'
U.S. ROUTE 250 C6W7 °4073"W 0 20 40 80
DELTA= 3 °5535"
reserve their common law copyright and other property rights In these drawkVS. ideas, designs, sections, detalls, and plans are the property of McKee Carson and Pleld Sport Concepts, Ltd. Pew plans are not to be reproduced, changed, or copied In any form or manner whatsoever, nor are they to be assigned to any third portyw#hout W obtaining the express permission and consent of either McKee arson or Fleild Sport Concepts, Ltd.
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434. 977. 1 194
www.mckeecarson.com
REFERENCES:
NORTH RIDGE SITE PLAN
SDP - 2006-00130
IMMONS GROUP
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
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10-03-08: COUNTY COMMENTS
11 -24-08: COUNTY COMMENTS
DESIGNED
CHECKED
OTHERS
RBM
SCALE I..=20'
DATE
PROJECT
SHEET NUMBER
08/11/08
M
OF 14
L _ 1
05900-00 -00 -02380
UNIVERSITY OF VIRGINIA
HEALTH SERVICES
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reserve nw common
3. ALL EROION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN
CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL
TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A
SUPPLEMENTARY EROSION AND SEDIMENT CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE
PLAN APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES
NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING
LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHEIVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH
RUNOFF4 RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE FFECTIVENESS
OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM APPROVED, DESIGNATED BORROW AREA,
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA EARTH FILL SHALL BE INERT MATERIALS
ONLY, FREE OF ROOTS, STUMP, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDIANCE
SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF
ALBEMARLE.
DD 14. BORROW, FILL, OR WASTE ACTIVITY INVOLVING INDUSTRIALTYPE POWER EQUIPMENT SHALL BE LIMITED TO THE
I , HOURS OF 7:00AM TO 9:OOPM. - . _777 "
O S -
15. BORROW, FILL, OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL
SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSON, PHYSICAL DAMAGE, TO ADJACENT LAND AND
IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT
r , . - "- _- .
REQUIRED BY
j _, -
STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQU
THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR PORTION OF THE PROPERTY
i 4
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE 75 LBS/ACRE,
Y ! AND IN MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A 50/50 MIX OF ANNUAL RYEGRASS AND SEREAL
WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RTYE, OR MAY THROUGH AUGUST TO CONSIST OFN ., " . ' .v ' be ! GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL
BY THE COUNTY EROSION CONTROL INSPECTOR.
W Ei900.00- 00-023C0I
I .' ;' RECTOR & VISITORS OF THE
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. PULVERIZED
1 r -. P r Nit TAV
NUS AGRICULTURAL GRADE LIMESTONE SWILL BE APPLIED AT 90LB INCORPORATED INTO THE TOP 4-6 INCHESK
UNIVERSITY OF VIRGI
t ' , , 1, . ZONE: COMMERCIAL L. FERTILIZER SHALL BE APPLIED T LBS/ACRE AND T A 10-20-10 NUTRIENT MIX PERMANENTI ;_ , :
r f ,. 1...
OF
SHALL BE APPLIED AT 150 LBS/ACRE ANCONSIST OF 108 LBS OF KENTUCKY 31, 2 LBS OF RED TOP GRASS,
ctx r . ,. , :C , ' ' noRr C7F 'ROP!%f•F f ,l 20 LBS OF SEASON NURSE CROP AND 20 LBS OF CROWNVETCH. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF
I - / :. Il ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. SEEDING OPERATIONSf1
a,, 1 " t ' ! ; SHALL BE INITIATED WITHIN 7 DAYS AFTER REACHING FINAL GRADE OR UPON SUSPENSION OF GRADING OPERATION
s ! ' , , 1 FOR ANTICIPATED DURATION OF GREATER THAN 30 DAYS OR UPON COMPLETION OF GRADING OPERATIONS FOR A
1. } /' ) t . j. ! 11 11 1 /L . '_ ., . - I '' -_ le - I , '. 'L , .
F1 t y
w , SPECIFIC AREA
111 '
E > , : l R L C 'r47ED 70 }"H " 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR
j _ _ WHEN1 'x- ' f ' .._ i !!! I'll 111 -_ .f ' , / -- "_ 4 NfRTH C - _ :: = = = = _ = - - CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WH
I = / , y . (" I . p7 ,, ! ; - 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDEDK/t ` _: O 1 ! I ' 1; WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE
I ,4 fi", ' . 1 I COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
r 1 " I 1, 1 ! ! ,fj1 ` !
11
4 :' : , / , ` ` 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF .
I1,,. .y , a.. . ..w .. , ,. '; ,
1,ES ARE NO LONGER NEEDS SUBJECT TO APPROVAL BY THEFINALSITESTABILIZATION, WHEN MEASURES D, SUr. a I I f
i, S
I
SAI11 1 INSPECTOR.1 COUNTY EROSION CONTROL I
I r y ti 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING SURFACE AND AIR MOVEMENT OF DUST FROM
N i 11 EXPOSED SOILS WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL ORI, ' " ,; PLANTS LIFE. THE CONTRACTOR IS RESPONSIBLE FOR THE DAILY REMOVAL OF SEDIMENT THAT HAS BEENt1
r .z , y' - Ar !t . «, : , ., l TRANSPORTED ONTO PAVED OR PUBLIC ROAD SURFA
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tr i o !11. „ 22. VIRGINIA STORMWATER MANAGEMENT PROGRAM PERMIT ( VSMPP) FOR THE DISCHARGE OF STORMWATERt
i - :C , I FROM CONSTRUCTION ACTIVITIES IS REQUIRED FOR THE PROJECTS DISTURBING 1 ACRE OR GREATER. A VSMPPIin
4 I 1 f ! lti IS ALSO REQUIRED FOR PROJECTS DISTURBING 2 ARE FE R I I HIQUC500SQUAREETORGREATSNADESIGNATEDCHESAPEAKEI1. X
I I i
I _. • : i BAY PRESERVATION AREA. VISIT THE VIRGINIA STORMWATER MANAGEMENT PROGRAM PERMITTING WEB PAGE ATrI
lIT. I r `- - IWWW DCR STATE VA US7SVIIIVSMP HTM FOR MORE NFORMA KxV
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i / I ? : ri ;:: I (,1 I ; f % <C WIRE SUPPORTED SILT FENCE
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r ------ __--= -. -- -__. __ _..;I _ -....te a_ - - - - -- ` - `- ,..- - -__ -_ __----------------------- •r--------- - - - - -- - .I- _ LIMIT OF DISTURBANCE - . .
SEDIMENT TRAP DRAINAGE DIVIDE DA
U.S. ROUTE 250
Storm Sewer Note:
REFER TO GRADING AND UTILITIES PLAN (SHEET 6) FOR STORM
SEWER SCHEDULE
General Construction Notes for Erosion and Sediment Control
Plans
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO PRECONSTRUCTION CONFERENCE,
INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO
MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.
scale: 1" = 20' contour interval : 2'
NOTE: PROPOERTY LINE IS TO BE CONSIDERED AS LIMIT OF DISTURBANCE
WHEREVER LIMIT OF DISTURBANCE IS NOT SHOWN ON THE PLAN. 0 20 40 80
1S{Zof 6&
C i]0 or copied in any form or manner wncnoever, nor are any J : _-:.a M
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434 . 979 . 7522
f: 434 . 977 . 1194
www.mckeecarson.com
04 , `a- Y az: '
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REFERENCES:
NORTH RIDGE SITE PLAN
SDP-2008-00130):
MMONS GROUP
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
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REVISIONS
10- 03-08: COUNTY COMMENTS
11 -24-08: COUNTY COMMENTS
12 -09-08: DCR COMMENTS
DESIGNED
CHECKED
BT
RBM
SCALE I"=20'
DATE
PROJECT
SHEET NUMBER
08/11/08
re-AN
OF 14
Q
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ry
USE PARKING
REQUIRED
BUILDING
AREA
KIRTLEY OFFICE BUILDING OFFICE 12 3120 18
KIRTLEY WAREHOUSE WAREHOUSE 20 17382 8
KIRTLEY WAREHOUSE FIREHALL 10 5748 50 BEDS
LTACH
EXISTING I
NOTTHRIDGE
1ARKING LOT C A,
32
u
14 13
I
MEDICAL OFFICE
Q
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A ACCESS EASEMENT EXHIBIT
03 PLAN
AREA HIGHLIGHTED IN GREY SHOWS THE LIMITS OF PROPOSED
CROSS PARKING AND ACCESS EASEMENT
10"
S
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
IF: 434. 977. 1194
www.mckeecorson.com
SLTH Op k7%
o BLESH K. TIWARI
Lic. No.. 043868
SIONAL G
SIGHT DISTANCE EXHIBIT Scale: I"= 100' -
PLAN
0 100 200 REFERENCES:
NORTH RIDGE SITE PLAN
SDP- 2006-00130
IMMONS GROU
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
Layout Notes
BUILDING USE PARKING
REQUIRED
BUILDING
AREA
PARAMETERS
KIRTLEY OFFICE BUILDING OFFICE 12 3120 18
KIRTLEY WAREHOUSE WAREHOUSE 20 17382 8
KIRTLEY WAREHOUSE FIREHALL 10 5748 50 BEDS
LTACH HOSPITAUNURSING HOME 13
LTACH IMAGING CENTER
L70Ai9h1V
32 7925
NORTHRIDGE MEDICAL OFFICE 235 58770 16
SIEG MAINTENANCE
T
A ACCESS EASEMENT EXHIBIT
03 PLAN
AREA HIGHLIGHTED IN GREY SHOWS THE LIMITS OF PROPOSED
CROSS PARKING AND ACCESS EASEMENT
10"
S
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
IF: 434. 977. 1194
www.mckeecorson.com
SLTH Op k7%
o BLESH K. TIWARI
Lic. No.. 043868
SIONAL G
SIGHT DISTANCE EXHIBIT Scale: I"= 100' -
PLAN
0 100 200 REFERENCES:
NORTH RIDGE SITE PLAN
SDP- 2006-00130
IMMONS GROU
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
Layout Notes
BUILDING USE PARKING
REQUIRED
BUILDING
AREA
PARAMETERS
KIRTLEY OFFICE BUILDING OFFICE 12 3120 18
KIRTLEY WAREHOUSE WAREHOUSE 20 17382 8
KIRTLEY WAREHOUSE FIREHALL 10 5748 50 BEDS
LTACH HOSPITAUNURSING HOME 13
LTACH IMAGING CENTER MEDICAL OFFICE 32 7925
NORTHRIDGE MEDICAL OFFICE 235 58770 16
SIEG MAINTENANCE WAREHOUSE 18 18610 1 BAY
SIEG MAINTENANCE GARAGE 2 4000 22 EXISTING
MOSER CLINIC MEDICAL OFFICE 36 3592 PARKING SPACES
TOTAL
o'
O
378
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PARKING PROVIDED
0
1412
U .S. ROUTE 250 scale: 1" = 20' contour interval 2'
0 20 40 80
61/mIzzo-f 6&
common law cop and other property nghts in these . AM ideas, designs, sections, details, and plans are the property of McKee Carson and Reid Sport Concepts, Ltd. These plans are not to be reproduced, charged, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without W obtaining the express permission and consent of McKee Carson or Field Sport Concepts, Ltd.
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REVISIONS
10- 03-08: COUNTY COMMENTS
11 -24-08: COUNTY COMMENTS
DESIGNED
CHECKED
SCALE
DATE
PROJECT
SHEET NUMBER
SRK, NBB, EKR
RBM
1
08/11/08
0810
05
OF 14
L- (A9hVG 90GGK_ II
AN 418.0
B 60 2.1'91
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reserve their common law copyright and other property rights In these drawings. M ideas, designs, sections, detalls, and plans are the property at McKee corson ana mera spa, concepts, Lta. fnese plans are
PAD
1
1) -
18" NYLOPLAST DRAIN BASIN
PARTNPREFIX 2818AG_ _X
TOP 603.00
INV OUT = 598.00 - -
w -E07 , 1 , n ' ,
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McKEECARSON
Gradina and Utilities Notes
1. ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION
LIMITS INDICATED ON THE E&S PLAN.
2. SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS
TO STABILIZE AND CONTROL SOIL EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS
FOR SWALES OR CHANNELS WILL NOT BE PERMITTED.
3. INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS.
4. CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (i.e. CABLE, TV, GAS,
ELECTRIC).
5. ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS
ALLOWED BY SERVICE PROVIDERS. ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH
BUILDINGS. CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER
PRIOR TO INSTALLATION.
6, ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH
ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS /CODING
ARE NOT PAINTED.
7, TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER.
8, ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER
SHALL PROVIDE PULL WIRES TO CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL
CONDUITS.
9. GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER. GAS METERS SHALL NOT BE
LOCATED DIRECTLY UNDER ANY WINDOWS (IF ANY).
10. CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR
TO INSTALLATION.
11. WATER METER TO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY.
General Construction Notes
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION
TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM VIRGINIA DEPARTMENT OF
TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE
REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT
OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND
STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH
THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING,
GRADING OR CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE,
LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION
OF THE COUNTY ENGINEERING, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A
DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS
FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
Construction Notes for Stormwater
Management Plans
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND
2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A
GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING
CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT
FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO
PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE
PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE
COUNTY EROSION CONTROL INSPECTOR.
Stormwater Sewer Schedule
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434. 977. 1 194
www.mckeecarson.com
Op `f
oo 4WESH K. TIWARI
Lic. No.. 0438M
0
K & IrONAL 1G
REFERENCES:
NORTH RIDGE SITE PLAN
SDP-2008-001301:
MMONS GROUP
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
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10 -03-08: COUNTY COMMENTS
11 -24-08: COUNTY COMMENTS
it DESIGNED BKT, NBB, EKR
CHECKED RBM
SCALE I"=20'
DATE 08/11/08
scale: 1" = 20' contour interval 2' PROJECT 0810
0 20 40 80 SHEET NUMBER
011irtn" & 06
express permissim and consent of either McKee Carson or Field Sport Concepts, Ltd. OF 14
4OP 50600
NV IN = 592.00
IN = 592.00
OUT - 591.84FI
LILT -"
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a coplea In arty ram a manner wnarsoever, nor are any
McKEECARSON
Gradina and Utilities Notes
1. ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION
LIMITS INDICATED ON THE E&S PLAN.
2. SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS
TO STABILIZE AND CONTROL SOIL EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS
FOR SWALES OR CHANNELS WILL NOT BE PERMITTED.
3. INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS.
4. CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (i.e. CABLE, TV, GAS,
ELECTRIC).
5. ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS
ALLOWED BY SERVICE PROVIDERS. ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH
BUILDINGS. CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER
PRIOR TO INSTALLATION.
6, ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH
ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS /CODING
ARE NOT PAINTED.
7, TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER.
8, ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER
SHALL PROVIDE PULL WIRES TO CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL
CONDUITS.
9. GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER. GAS METERS SHALL NOT BE
LOCATED DIRECTLY UNDER ANY WINDOWS (IF ANY).
10. CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR
TO INSTALLATION.
11. WATER METER TO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY.
General Construction Notes
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION
TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM VIRGINIA DEPARTMENT OF
TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE
REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT
OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND
STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH
THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING,
GRADING OR CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE,
LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION
OF THE COUNTY ENGINEERING, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A
DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS
FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
Construction Notes for Stormwater
Management Plans
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND
2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A
GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING
CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT
FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO
PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE
PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE
COUNTY EROSION CONTROL INSPECTOR.
Stormwater Sewer Schedule
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434. 977. 1 194
www.mckeecarson.com
Op `f
oo 4WESH K. TIWARI
Lic. No.. 0438M
0
K & IrONAL 1G
REFERENCES:
NORTH RIDGE SITE PLAN
SDP-2008-001301:
MMONS GROUP
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
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10 -03-08: COUNTY COMMENTS
11 -24-08: COUNTY COMMENTS
it DESIGNED BKT, NBB, EKR
CHECKED RBM
SCALE I"=20'
DATE 08/11/08
scale: 1" = 20' contour interval 2' PROJECT 0810
0 20 40 80 SHEET NUMBER
011irtn" & 06
express permissim and consent of either McKee Carson or Field Sport Concepts, Ltd. OF 14
k \
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x\ \I 18 M 5 CJ _1 1
32 RA /
1 + +
LOAD/NGDOCK I
AND RAMP
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REFER TO LTACH/NORHRID4E --+-SITE DEVELOPMENT PLAN I
DATED AUG T 11 SUMTTED
UNDER SE RATE COVER !
BY TIMMON GROUP i I
Landscape Plan Notes
1 IAAR1bJG
1 PA2
240 PVlP8VP4 -6 VP 30" O.C.
rry
7 CC 1 FA
LAWN 1 7 1 QP 1 FA i 1 QP 6 VP 1 FA 1 QP 1 FA SOD -500 S.F.I - LAV,* z -- 2
ACSA 12" 0. y ' ,
EASEMENT i ' • - - - .
IN ii
Sy
U.S. ROUTE 250
reserve mein common law copyright ana other property rights in these drawings. AN ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any
Legend
1.ALL PLANTS HAVING A QUANTITY GREATER THAN ONE -(1) SHALL BE MATCHED AND SUPPLIED FROM THE
SIZE I ING S.F. /EA. TOTAL
1,
DECIDUOU CANOPY TREES
SAME SOURCE (PER SPECIES).CONTACT OWNER AND LANDSCAPE ARCHITECT AT THE TIME OF PLANT
DECIDUOUS CANOPY
NP')
Red Ma _ 1 _ 2.5" cal. B - 452 _ 4 j
MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE GROUNDCOVfR-
BIO- RETENTION
X
UNAVAILABLE, AND FOLLOWING INSTALLATION.
AA Amelanchier arborea 'Autum Brillia -
2.ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT
I
I EVERGREEN TREES (TYP.)
OF ORDERS. CONTRACTOR SHALL SUBMIT THESE SUBSTITUTIONS IN WRITING.
I
3.OWNER AND LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF
DECIDUOUS SHRUBS (TYP.)i
DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY
SOD
LANDSCAPE ARCHITECT 48 -HOURS PRIOR TO DELIVERY.
4.MULCH TO BE DOUBLE SHREDDED HARDWOOD, CLEAN AND FREE FROM PEST AND DISEASES. MULCH
EVERGREEN SHRUBS (TYP.)
SHALL BE APPLIED TO A 2 -INCH DEPTH. MULCH RINGS 24- INCHES MIN. IN DIAMETER ARE TO BE PLACED
AROUND ALL TREES NOT LOCATED IN PLANTING BEDS.
5.STABILIZATION MAT MAY BE APPLIED TO ALL SLOPES EXCEEDING 3:1 (TO BE DETERMINED BY LA AND
ENGINEER). TREE PLANTING AND MEADOW MIX SPREADING SHALL BE PERFORMED IN A MANNER THAT
DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE OR MAT (IF USED). SLOPE PROTECTION
MATTING SHALL BE AN APPROPRIATE NORTH AMERICAN GREEN PRODUCT. CONSULT LA AND
ENGINEER PRIOR TO ORDERING FOR TYPE AND QUANTITY.
6.CONTRACTOR TO VERIFY QUANTITIES AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE
ARCHITECT. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE OWNER AND LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION.
7.PLANTING IS SUBJECT TO CHANGE AS PER CLIENT REQUEST.
8.PLANTING WILL MEET MINIMUM COUNTY REQUIREMENTS. ANY CHANGES IN LOW MAINTENANCE
GROUNDCOVER MUST BE APPROVED BY ALBEMARLE COUNTY PRIOR TO INSTALLATION.
LAWN
1 IAAR1bJG
1 PA2
240 PVlP8VP4 -6 VP 30" O.C.
rry
7 CC 1 FA
LAWN 1 7 1 QP 1 FA i 1 QP 6 VP 1 FA 1 QP 1 FA SOD -500 S.F.I - LAV,* z -- 2
ACSA 12" 0. y ' ,
EASEMENT i ' • - - - .
IN ii
Sy
U.S. ROUTE 250
reserve mein common law copyright ana other property rights in these drawings. AN ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any
Legend
Maste Plant Li
ODE SCIENTIFIC NAME CCOMMON NAME - QTY.TCALIPER C - CANOPY CANO /SIZE I ING S.F. /EA. TOTAL
1,
DECIDUOU CANOPY TREES
X DECIDUOUS CANOPY
NP')
Red Ma _ 1 _ 2.5" cal. B - 452 _ 4 j
L ""`A,1.°"`'"'L.
AAkAA. &AL -&
I+
GROUNDCOVfR-
BIO- RETENTION
X I
DECIDUOUS UNDERSTORY
TREES (TYP.)
AA Amelanchier arborea 'Autum Brillia -
I
000000 ° 000 ° o °O ..o00o. o.-M
oo0000 ° o ° o ° o ° o ° o °OOOO ° o ° o ° 000 °OOOOJO0000000000000 oeo
OOOOOOOOJ00000 °00p0000
0000000000000000000000
000000000 oo000 of O000u
000000000000000000000000000000000000000000000000000000000000000000c
ROUNDCOVER-
GENERAL
I
I
I EVERGREEN TREES (TYP.)
I I
GROUNDCOVER-
PERENNIAL SEED MIX
DECIDUOUS SHRUBS (TYP.)i SOD
EVERGREEN SHRUBS (TYP.)
I
Maste Plant Li
ODE SCIENTIFIC NAME C COMMON NAME - QTY.TCALIPER C - CANOPY CANO /SIZE I ING S.F. /EA. TOTAL
1,
DECIDUOU CANOPY TREES
R Acer rubrum _ __ RRedMa _ 1 _ 2.5" cal. B - 452 _ 4 j
Willow Oak -
D UNDERSTORY TREE
AA Amelanchier arborea 'Autum Brillia -Vmy Servicebm - -_ - 6' -T' Ht. B&B - - - - - -- 130 910
MV Magnolia vi iro nian __ -- _
EVERGREEN TREES
IC E XISI Cryptomen _ponica _anese C tomeri TO BE, NTEDTRANSPLA ON SITP fP --
CSIOTIIter flant Lis
ODE SCIENTIFIC NAME COMMON NAME !QTY. CALIPER ROOT SPAC- TCANOPYCANOPY,I _ _ _ __- -- -_._ _ - /SIZE ING , IS. /E TOTAL _
DECIDUOUS CAN TREES
R Acer rubr _ ---- _ - - - -- Red Mae
B_ Quer bkolor Swam White Oak
DECIDUOUS UNDERSTORY TREES
AA Amela arborea 'Autum Brillian Downy Serviceben ht_ _ ,Br B X130 _ 130
SHRUBS
CA Clethra alnifolia 'Sixt Candies' _ Sweet Pe erb _ -__ 3 24' -- h J3 Cont. 3' o.c
IG Ilex labra ' Nipra' _ Ink Se 3 24" hg./3 g. Cont. 3' o.c.
IV - Ilex verdcillata 'Red Sprite' _ _ - I Winterber Ho - 2 2_ h ./3 Q, Cont. 3' o.c_
IGROUNDCOVER
PV Panlcum vieratum 'Shenandoah' Switchgrass _ 157 _ 1 sal_. - Cont. 30' - o.cy
Rainaarden Plant List
Landscape Calculations
TREE CANOPY CALCULATION REQUIRED PROVIDED
TOTAL SITE AREA 2.90 AC
TREE CANOPY REQUIRED (INDUSTRIAL USE= 10% OF SITE) 0.29 AC 0.40 AC
TOTAL PARKING AND CIRCULATION AREA 0.96 AC
5% OF TOTAL PARKING AND CIRCULATION AREA 0.05 AC 0.17 AC
STREET TREES REQUIRED (350'/50')
SCREENING TREES REQUIRED
PARKING LOT TREES REQUIRED (89/10)
7 10
N/A
9 18
VALUES FOR THE AREA OF CANOPY PROVIDED WERE GENERATED FROM THE ALBEMARLE TREE CANOPY CALCULATION
CHART OR, IN THE ABENCE OF TREE - SPECIFIC DATA, THE BEST PROFESSIONAL JUDGEMENT OF A LANDSCAPE ARCHITECT
scale : 1" = 20' contour interval : 2'
0 20 40 80
re rr
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 Eost High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434. 977. 1 194
www.mckeecorson.com
pLTH Op
EUGENE K. RYANG H
SxR'n 11CATE No. 1194 U
C
REFERENCES:
NORTH RIDGE SITE PLAN
SDP - 2008 -00130 :
MMONS GROUP
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
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REVISIONS
10- 03-08: COUNTY COMMENTS
11- 24-08: COUNTY COMMENTS
DESIGNED BM, ER
CHECKED RBM
SCALE 1 " =20'
DATE
PROJECT
SHEET NUMBER
08/11/08
I =:
OF 14
Landscape Calculations
TREE CANOPY CALCULATION REQUIRED PROVIDED
TOTAL SITE AREA 2.90 AC
TREE CANOPY REQUIRED (INDUSTRIAL USE= 10% OF SITE) 0.29 AC 0.40 AC
TOTAL PARKING AND CIRCULATION AREA 0.96 AC
5% OF TOTAL PARKING AND CIRCULATION AREA 0.05 AC 0.17 AC
STREET TREES REQUIRED (350'/50')
SCREENING TREES REQUIRED
PARKING LOT TREES REQUIRED (89/10)
7 10
N/A
9 18
VALUES FOR THE AREA OF CANOPY PROVIDED WERE GENERATED FROM THE ALBEMARLE TREE CANOPY CALCULATION
CHART OR, IN THE ABENCE OF TREE - SPECIFIC DATA, THE BEST PROFESSIONAL JUDGEMENT OF A LANDSCAPE ARCHITECT
scale : 1" = 20' contour interval : 2'
0 20 40 80
rerr
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 Eost High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434. 977. 1 194
www.mckeecorson.com
pLTH Op
EUGENE K. RYANG H
SxR'n 11CATE No. 1194 U
C
REFERENCES:
NORTH RIDGE SITE PLAN
SDP - 2008 -00130 :
MMONS GROUP
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
z 0
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REVISIONS
10- 03-08: COUNTY COMMENTS
11- 24-08: COUNTY COMMENTS
DESIGNED BM, ER
CHECKED RBM
SCALE 1 " =20'
DATE
PROJECT
SHEET NUMBER
08/11/08
I =:
OF 14
REVISIONS
10- 03-08: COUNTY COMMENTS
11- 24-08: COUNTY COMMENTS
DESIGNED BM, ER
CHECKED RBM
SCALE 1 " =20'
DATE
PROJECT
SHEET NUMBER
08/11/08
I =:
OF 14
DATE
PROJECT
SHEET NUMBER
08/11/08
I =:
OF 14
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Luminaire Schedule for Sieg Site
SYMBOL LABEL QTY CATALOG NO.DESCRIPTION LAMP FILE LUMENS LLF WATTS HEIGHT
Min MaxlMin Avg/Min
KAD 400M SR3 AREA LIGHT NTH HIGH ONE 400 -WATT CLEAR
0.2 k 0.0 k N/A N / A
PARKING LOT ONLY X
OD-2 3 MOUNTED ON 20 PERFORMANCE SR3 ED-28 METAL HALIDE,VM76.iss 32000 1.00 924 20'
6.3:1 2.7:1
SIDEWALK 8'
SSS POLE FINISH OPTICS, CLEAR FLAT HORIZONTAL POSITION.
0.1 k 20.0:1 8.0:1
UVALTACH p 2.4k 15.7k 0.0k
SHERVVIN GLASS.
WILLIAMS
ROOKWOOD
SHUTTER GREEN
ELA DARK SKIES DARK SKYS LANTERN 32 VWTT TRT
OG-1 10 FULL CUTOFF DK REFLECTOR IN HAT HORIZONTAL POSITION DS5970 2400 1.00 40 13. 5'
L4554 -HORS•TEXTURED LENS
250MH.IES
10OMW MOUNTED
ON ELA P3059 -12
CAST ALUMINUM
POLE W/ UVA
SEAL -
ROOKWOOD
SHUTTER GREEN
FINISH
400M R3 HS DIECAST CUTOFF ONE 400 -WATT CLEARKADOF -1 2 MOUNTED ON 20'LUMINAIRE WbR3 REFL.BT-37 METAL HALIDE,LTL8675.IES 32000 1.00 462 20"
SSS POLE FINISH AND HOUSE SIDE HORIZONTAL POSITION.
TO BE SHERWIN SHIELD
WILLIAMS
ROOKWOOD
SHUTTER GREEN
1. ALL FIXTURES ARE IES / IDA DARK SKIES APPROVED. ALL FIXTURES HAVE HORIZONTAL LAMPS WITH FLAT GLASS.
2. ALL CALCULATIONS ARE AT GRADE.
3. ALL CALCULATIONS ARE INITIAL USING A LLF OF 1.00
Luminaire Statistics Sieg Site
STATISTICS
LABEL MH TILT
10 OG-1 13.5
Desct"m Symbol Avg Max Min MaxlMin Avg/Min
LTACH PROPERTY LINE 0.0 k 0.2 k 0.0 k N/A N / A
PARKING LOT ONLY X 4.3 k 15.7 k 0.3 k 52.3:1 14.3:1
SIDEWALK 5'X 0.8 k 1.9 k 0.3 k 6.3:1 2.7:1
SIDEWALK 8'X 0.8 k 2.0 k 0.1 k 20.0:1 8.0:1
UVALTACH p 2.4k 15.7k 0.0k N/A N/A
Lighting Notes Sieg Site
1. ALL FIXTURES ARE FULL CUTOFF FLAT GLASS, IDA / IES DARK SKIES RATED.
2. ALL FOOTCANDLE LEVELS ARE INITIAL -USING A LLF OF 1.00.
3. ALL FOOTCANDLE LEVELS ARE MEASURED AT GROUND LEVEL.
4. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE
A FULL CUTOFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND
PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ON -HALF FOOT CANDLE.
5. MAXIMUM HEIGHT OF SIEG MAINTENANCE BUILDING: 26 FEET.
6. SIMILAR PRODUCTS MAY BE SUBSTITUED WITH OWNER/ARCHITECT APROVAL ALL FIXTURES AND COMPONENTS
TO MATCH THE PROPOSED AT LONG TERM ACUTE HOSPITAL PLAN.
Luminaire Locations
NO.LABEL MH TILT
10 OG-1 13.5 0.0
3 OD-2 20.0 0.0
2 OF -1 20.0 0.0
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434. 977. 1 194
www.mckeecarson.com
REFERENCES:
NORTH RIDGE SITE PLAN
SDP-2008-00130):
MMONS GROU
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
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REVISIONS
10- 03-08: COUNTY COMMENTS
11 -24-08: COUNTY COMMENTS
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reserve common law copyright and other property rights in these drawings. AN ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, cha'Ved, or copiea in any Corm or manner whatsoever, nor are
DESIGNED
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scale : 1" = 20' contour interval : 2' PROJECT
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any third party without W obtaindng the express perrnisslon and consent of McKee Carson or Flaid Sport Concepts, Ltd.
1 " =20'
08/11/08
0810
08
OF 14
McKEECARSON
LANDSCAPE ARCHITECTS
DRAINAGE SWALE CONSULTING ENGINEERS
DIRECTS FLOW 1. SET POSTS AND EXCAVATE A 4 "X4" 2. STAPLE WIRE FENCING TO THE POSTS. LAND PLANNERS
TO SEDIMENT 2 X 4" WOOD FRAME TRENCH UPSLOPE ALONG THE LINE
BASIN WITH GRATE OF POSTS.
STON
CONSTRUCTION 3" BM-2 ASPHALT 10' MAX. I I Charlottesville, VA 229027
1 East Hiflh Street
TOP COURSE 1ACCESSllFRAME ;;; _ I p: 434.979.7522
2% EXISTING 1.5 MAX' -- _ -. .. , F ! ',.` j f: 434.977. 1194
www.mckeecarson.
f ---
PAVEMENT _ X
6"21A AGGREGATE -
it _ li 1= `C` /. •'". . o`i."K Z`iJl Z,Y^ F` - -., - " _._ f i' '; - T ^4•
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n
r 20 . EGRESS FABRIC I TRENCH.
OPERATION
EXISTING
PAVEMENT 1
I
REFERENCES:
j _ ( (' BOARD FENCEPOSITIVEDRAINAGE NORTH RIDGE SITE PLAN
1 _ i 1 1
1 MIN. (SDP- 2008 - 00130TOSEDIMENT "- '' -k I j -; I
l
i CORD FENCE
IMMONS GROUPSCTITRAPPINGDEVICEli - -
CONSTRUCTION
ACCESS PLASTIC FENCE CONSOLIDATED PLAT:j _
I = - THOMAS LINCOLN SURVEYORS
PLAN CORRECT METHODS OF TREE FENCING
ELEVATION OF STAKE AND
P FABRIC ORIENTATIONPOSITIVEDRAINAGE DETAIL A
MIN O - / I i FLOW17 ; ..TO SEDIMENT 1 Ir "-
2% TRAPPING DEVICE -
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.z ` _
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE FILTER FABRIC
FILTER INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER '
SECTION B-B CLOTH THIN 5 %) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT Z 0
r WIREEXCEEDING1C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT E ,y ZOAPPLYTOINLETSRECEIVINGCONCENTRATEDFLOWS, SUCH AS _ - -- - —
NOTE: IN STREET OR HIGHWAY MEDIANS.I •- r rlut ! 1 r
A MINIMUM WATER TAP OF 2" IS REQUIRED WITH A MINIMUM WASH HOSE DIA. OF 1.5 ". SOURCE: N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, 1988 Q
TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING 0- J
U—
PAVED CONSTRUCTION ENTRANCE (D.00, ST FE NCE DROP INLET PROTECTION %D•010 SILT FENCE TH WIRE SUPPORT x -ODY REE PROTECTION AND PRESERVATION FENCINGC
PLAN AND SECTION N.T.S. L N.T.S. Sr DETAIL N.T.S. TP DETAIL Nmom+T,S. Q w
cn
D L = TOTAL DISTANCE FROM p J
A A INFLOW D/2 THE POINT OF INFLOW ! _ •— Q
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PLAN VIEW d AREA WITH NO DEFINED \ p U
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EQUIVALENT REVISIONS
SECTION A-A I 0 % - - INFLOW 10-03-08: COUNTY COMMENTS
11 -24-08: COUNTY COMMENTS
12 -09-08: DCR COMMENTS
RISER CREST ELEVATION
TYPICAL EARTHEN STRUCTURE KEY IN 6"-9"'
OI SIZE 4
SQUAREFILTERCLOTHRECOMMENDEDFOR I I ( 4' IENTIREPERIMETERSETATLEAST3' INTO
NOTES: THE GROUND.
1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18 -3 AND 3.18 -4. 8'
3. d =1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES.
TEMPORARY RIGHT —OF —WAY DIVERSIONS XD.o„ OUTLET PROTECTION — PIPE X.. BAFFLE LOCATIONS IN SEDIMENT TRAP ,
VV SECTION N.T.S. OP PLAN AND SECTION N.T.S. BF DETAIL N.T.S.
reserve their common law copyright and other property fights in these drawings. M Ideas, designs, sections, detans, and plans are the property of McKee canon ana Pieid sport concepts, LTC. These plans are not to be reproduced, changed, or copied in any ?arm or manner whatsoever, nor cue they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or
DESIGNED BKT
CHECKED RBM
SCALE 1 " =20'
DATE 08/11/08
PROJECT 0810
SHEET NUMBER
of IS'Apt &
Ltd. OF 14
N.T.S.SECTION
4
SECTION
CONCRETE WALK
2" SURFACE COURSE
VDOT STANDARD
SURFACE/SM -2A OR 9.5A
3" BINDER COURSE
VDOT STANDARD
BM-2 OR 25.0
10" BASE COURSE
SUB -BASE n1A
100 COMPACTED SUBGRADE
MAXIMUM DRY DENSITY
ASTM DM, METHOD D)
CONTRACTION JOINT
2" SMOOTH TOOLED EDGE (TYP.)
LIGHT BROOM FINISH TO BE
PERPENDICULAR
TO DIRECTION OF TRAVEL
EXPANSION JOINT - SEE
CONTRACTION JOINT 6 O.C. MAX.
OR AS SHOWN ON PLANS.
DEPTH SHALL BE 1.25" OR 25%
OF CONCRETE THICKNESS
EXPANSION JOINT
MAX. 25'0.C.) - SEE
WWF 6" X 6" W2.9xW2.9
WITH 2" MINIMUM COVER
4000 P.S.I. CONCRETE
AT 28 DAYS -
AIR- ENTRAINED
COMPACTED AGGREGATE
BASE VDOT 021A
COMPACTED SUBGRADE
MIN. CROSS SLOPE 1.5 %;
MAX. 2%
10 PLAN AND SECTION
4
N.T.S.
SEE NOTE 81 FOR TRENCH
6" MIXED VIRGINIA
GINIA FIELDSTONE CAP,
FIELDSTONE VENEER,c?
3" R
DRY -LAID APPEARANCE
MIXED VIRGINIA FIELDSTONE VENEER,
NOTE:RAKE JOINTS 1" FOR DRY4JUD APPEARANCE
SEE GRADING
EVERY 3 COURSES, GALV.
8"x8" PRECAST CONCRETE LINTEL,
PLAN FOR TOP V- Ur CAP
OF WALL AND 0' -9"8" BEARING EACH SIDE
SCUPPER ELEV.1 - 8" WALL 2' -2"
FROM WALL 0 2% MIN.,
5 "x5 "x5116"x5'L STEEL ANGLE LINTEL, (1) EACH
BOTH SIDES
TYP')
FULLY GROUT VOID
o
SIDE, (2) COATS FLAT BLACK ENAMEL, 6"
V -10"
04 BAR 0 24" O.C., Wi T -3"
I
HORIZ. LEG, ALTERNATE
BEARING EACH SIDE
DIRECTION OF HORIZ. LEG
3) 04 BARS CONT. 3" CLEAR
WEIR OPENING, 4' WIDTH, WITH 3"
CO)
28 DAYS
TH. VIRGINIA FIELDSTONE SCUPPER
COMPACTED VDOT 021-A AGG.
M" BARS
8"x8"x16" STD. CMU W/ FULLY GROUTED
04 Q 16"04 Q 10"04012'
IZ)HORIZ)Z)
0" BARS
CORE, CONT. DUROWALL REINFORCEMENT
I'4 1 05 Q 10"EVERY 2 COURSES, GALVINIZED WALL TIES
BACKFILL 1 #4 Q 18"6"
4
FINISH GRADE W/ 4" MIN. TOPSOIL, SLOPE AWAY
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0
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3 BELOW FINISH GRADE TOTOP OF FOOTING
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4 BARS, CONTINUOUS
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3'40" TYP ALTERNATE DIRECTION OF HORIZONTAL LEG
4 BARS 0 2'0.C.
COMPACTED VDOT 021 -A AGG.
SUBGRADE COMPACTED TO 95%
MODIFIED PROCTOR
RETAINING WALL WITH
o
WEIR scale 1/2" =1' - 0 "
SECTION 0 112 1 2
ASPHALT PAVING - PARKING
SECTION
QI ao
RESERVED PARKING SIGN TYPE R7-8 &
R7-8D & VAN ACCESSIBLE
FREE STANDING OR WALL MOUNTED)
5' MIN. COMMON ACCESS AISLE (8' MIN. VAN)
4" VIDE PAINT STRIPING, TYP.
HANDICAP SYMBOL
n
N.T.S.
CONCRETE TO BE
CLASS A3 IF CAST IN
PLACE; 4000 PSI IF
PRECAST
SURFACE $ BASE
SEE A & B/08
DEPTH OF CURB MAY BE INCREASED OR REDUCED BY UP TO 3" IN ORDER THAT BOTTOM OF CURB
MAY COINCIDE WITH TOP OF A COURSE OF PAVEMENT. OTHERWISE DEPTH TO BE 18" AS SHOWN.
VDOT STANDARD CG -2 CURB
SECTION N.T.S.
VAN ACCESSIBLE SIGN RESERVED
PMIGM QTY
WA HANDICAP SIGN (27-8) $ 100
VIOLATION FEE (27 -0D)
2" O.D. STEEL POST, COLOR ETOBEDETERMINEDBYOWNER.
CONCRETE FOOTING R7-8 R7-8D
NOTES:
1. R7-8D PENALTY SIGNS ARE REQUIRED TO ACCOMPANY
ALL R7-8 PARKING SIGNS.
2. SIGN APPROVED FOR USE UNDER GENERAL STATUTE 20-37.6.
3. LEGEND AND BORDER: GREEN; BACKGROUND: WHITE
4. THE SIGN SHALL BE MOUNTED ON A POLE AS SHOWN OR MOUNTED
ON EXISTING BUILDING WALL WITH THE SAME DIMENSIONS AS SHOWN.
HANDICAP PARKING SIGN NW„
VARIES 8' 8'
NOTES:
1. ALL PAVEMENT MARKINGS TO BE WHITE.
2. HANDICAP SIGNS TO BE MOUNTED ON 2" 0. D. STEEL POST OR UNI- STRUT,
UNLESS OTHERWISE NOTED. COLOR TO BE DETERMINED BY OWNER. SIGNS
SHALL MEET ALL ADA REQUIREMENTS AND MUTCD STANDARDS.
3. HANDICAP SIGNS TO BE CENTERED ON HANDICAP SPACE, UNLESS OTHERWISE NOTED.
HANDICAP PARKING SPACE ,D»
DETAIL N.T.S.
EXPANSION JOINT SEALANT
BACKER ROD, 117 DIA.
EXPANSION JOINT MATERIAL
112"
TYPICAL EXPANSION JOINT AD=
SECTION
INN ®1 \
ro
3'-0"
r
FREE STANDING WALL
3" MIXED VIRGINIA
FIELDSTONE CAP
1" REVEAL 4
K RAILING AS REQUIRED
SEE NOTE 81 FOR TRENCH
6" MIXED VIRGINIA
FIELDSTONE VENEER,c?
RAKE JOINTS FOR
DRY -LAID APPEARANCE
8"x8"x18" STD. CMU, CONT.
DUROWVALL REINFORCEMENT w
EVERY 3 COURSES, GALV.
174"
WALL TIES EVERY (3) COURSES
0' -9"
FINISH GRADE WW 4" MIN.X
TOPSOIL, SLOPE AWAY
2' -2"
FROM WALL 0 2% MIN.,i
BOTH SIDES
VV"
FULLY GROUT VOID
oSLOPEHAUNCHTOWASH
V -10"
04 BAR 0 24" O.C., Wi T -3"
I
HORIZ. LEG, ALTERNATE
CURB ELEVATION
SLOPE 2% TO OUtFALL
DIRECTION OF HORIZ. LEG
3) 04 BARS CONT. 3" CLEAR
L" BARS
3,000 PSI CONCRETE FOOTER Q
28 DAYS
8) - #4
COMPACTED VDOT 021-A AGG.
M" BARS
SUBGRADE COMPACTED TO 95%
MODIFIED PROCTOR
SECTION
DETAIL
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v
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7 IlM 1111 11A"
NOTES:
1. TRENCH DRAIN GRATE TO BE IRONSMITH'MARKET STREET M9053 -18, UNFINISHED CAST IRON, 24"
LENGTHS STANDARD. FRAME TO BE IRONSMITH 9000F -18. SUBMIT SHOP DRAWINGS TO LANDSCAPE
ARCHITECT FOR APPROVAL OF GRATE OR FRAME SUBSTITUTIONS.
TRENCH DRAIN
N.T.S. 10 SECTION
N.T.S.
K RAILING AS REQUIRED
SEE NOTE 81 FOR TRENCH
0'-0" - 4'-0"
GRATE AND FRAME
10 BY CODE
FINISH TO MATCH SIDEWALK
PROJECT
1Q" EXPANSION JOINT,
BOTH SIDES
N B"
ADJACENT SIDEWALK
174"0' -5"0' -9"
WwCw 2' -2"
3,000 PSI CONCRETE
10
VV"2'-0"3' -2"4' -5"V -10"
MATCH BOTTOM OF
I
CURB ELEVATION
SLOPE 2% TO OUtFALL
4 016"
3) 04 BARS, 3" CLEAR
L" BARS 6) - #4
NOTES:
1. TRENCH DRAIN GRATE TO BE IRONSMITH'MARKET STREET M9053 -18, UNFINISHED CAST IRON, 24"
LENGTHS STANDARD. FRAME TO BE IRONSMITH 9000F -18. SUBMIT SHOP DRAWINGS TO LANDSCAPE
ARCHITECT FOR APPROVAL OF GRATE OR FRAME SUBSTITUTIONS.
TRENCH DRAIN
N.T.S. 10 SECTION
3" CLR[ I I I 1 13" CLR
scale: 112" 1'- 0"
0 1Q 1 2
reserve their common law copyright and other property rights in these drawings. AN ideas, designs, sections, detals, and plans are ftle property of McKee Carson ana Hera sport COncepfs, Lfa. Tnese plans are
1.5" SURFACE COURSE
VDOT STANDARD
SURFACE/SM -2A OR 9.5A
2" BINDER COURSE
VDOT STANDARD
BM-2 OR 25.0
BASE COURSE
SUB -BASE Q1A
95 COMPACTED SUBGRADE
MAXIMUM DRY DENSITY
ASTM DM, METHOD D)
0
DETAIL N-1
B" V "C"
VIP
CONCRETE RETAINING WALL NEAR CONNECTOR swe:lrz_"
SECTION 0 112 1 2
or coplea In any form or manner wnafsoever, nor are
In
m
FASTENING BOLT
4 BARS
SEE DETAIL A/14
COMPACTED SUBGRADE
SECTION
uun ru veoicc
N.T.S.
LIGHT BROOM FINISH
1/4" SAWED OR TOOLED
JOINT X 1 -1/4" DEPTH
2" RADIUS
SEE DETAIL
WWF2.9"X2.9"
W/ 2" MIN.
COVER; TURN DOWN
W COMPACTED
AGGREGATE BASE
VDOT $21A
21/2" SQUARE POSTS,
CAPS AS SHOWN
314" SQUARE PICKETS
ABX3 LINE BOULEVARD BRACKET
ABX4 END BOULEVARD BRACKET
ALUMINUM POST WITH #8839
MOUNTING PLATE
315/16" TYP. i SET POST IN CORE -DRILLED HOLE,
J CENTERED, FILL WITH NON - SHRINK GROUT
NOTES:
CONCRETE RETAINING WALL
1) PROVIDE ECHELON PLUS PANEL CLASSIC 3 RAIL 48" HEIGHT ALUMINUM FENCING MANUFACTERED BY
AMERISTAR (1- 888 - 333 - 3422).
2) BLACK POWDER COAT FINISH.
3) FENCE PANELS STEP WITH TOP OF WALL.
PEDESTRAIN GUARDRAIL AT CONCRETE RETAINING WALL
ELEVATION N.T.S.
RETAINING WALL SCHEDULE
K RAILING AS REQUIRED
Hw 0'-0" - 4'-0"4'-0" -4'-0" - 640"
10 BY CODE
64" - 10'-0"
PROJECT 0810
Y
N B"0'4"174"0' -5"0' -9"
WwCw
0
2' -2"3'4"
10
VV"2'-0"3' -2"4' -5"V -10"
o
I
2" CLR
4018"4 016"A'M" BARS
L" BARS 6) - #4
VERT)
8) - #4
o M" BARS 04 Q 16"04 Q 10"04012'
IZ)HORIZ)Z)
0" BARS 1 #4 Q 18"I'57 STONE 1 05 Q 10"
I •BACKFILL 1 #4 Q 18"19 0 1("
4 0"0"
cn
m Q
BARS
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DOWELS)
0 0
D" BARS
W
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SEE DETAIL N-1)
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P" BARS
m
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2" CLR
Q
U
w wL
m w
COOT U.
W
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Q
QQ
3" CLR[ I I I 1 13" CLR
scale: 112" 1'- 0"
0 1Q 1 2
reserve their common law copyright and other property rights in these drawings. AN ideas, designs, sections, detals, and plans are ftle property of McKee Carson ana Hera sport COncepfs, Lfa. Tnese plans are
1.5" SURFACE COURSE
VDOT STANDARD
SURFACE/SM -2A OR 9.5A
2" BINDER COURSE
VDOT STANDARD
BM-2 OR 25.0
BASE COURSE
SUB -BASE Q1A
95 COMPACTED SUBGRADE
MAXIMUM DRY DENSITY
ASTM DM, METHOD D)
0
DETAIL N-1
B" V "C"
VIP
CONCRETE RETAINING WALL NEAR CONNECTOR swe:lrz_"
SECTION 0 112 1 2
or coplea In any form or manner wnafsoever, nor are
In
m
FASTENING BOLT
4 BARS
SEE DETAIL A/14
COMPACTED SUBGRADE
SECTION
uun ru veoicc
N.T.S.
LIGHT BROOM FINISH
1/4" SAWED OR TOOLED
JOINT X 1 -1/4" DEPTH
2" RADIUS
SEE DETAIL
WWF2.9"X2.9"
W/ 2" MIN.
COVER; TURN DOWN
W COMPACTED
AGGREGATE BASE
VDOT $21A
21/2" SQUARE POSTS,
CAPS AS SHOWN
314" SQUARE PICKETS
ABX3 LINE BOULEVARD BRACKET
ABX4 END BOULEVARD BRACKET
ALUMINUM POST WITH #8839
MOUNTING PLATE
315/16" TYP. i SET POST IN CORE -DRILLED HOLE,
J CENTERED, FILL WITH NON - SHRINK GROUT
NOTES:
CONCRETE RETAINING WALL
1) PROVIDE ECHELON PLUS PANEL CLASSIC 3 RAIL 48" HEIGHT ALUMINUM FENCING MANUFACTERED BY
AMERISTAR (1- 888 - 333 - 3422).
2) BLACK POWDER COAT FINISH.
3) FENCE PANELS STEP WITH TOP OF WALL.
PEDESTRAIN GUARDRAIL AT CONCRETE RETAINING WALL
ELEVATION N.T.S.
RETAINING WALL SCHEDULE
c
Hw 0'-0" - 4'-0"4'-0" -4'-0" - 640"640" - 9-0"64" - 10'-0"
PROJECT 0810
Y
N B"0'4"174"0' -5"0' -9"
WwCw 114"2' -2"3'4"4'-5"
o VV"2'-0"3' -2"4' -5"V -10"
o D" BARS 4 18"4018"4 016"04 010"
L" BARS 6) - #4 6)-04 6) - #4 8) - #4
o M" BARS 04 Q 16"04 Q 10"
Z
0" BARS 1 #4 Q 18"4 Q 18"1 #5 1 05 Q 10"
P" BARS 4 Q 18"1 #4 Q 18"19 0 1("4 A 10"
any
NOTE:
DETAILS N-10 CONCRETE RETAINING WALL AND 0-10 WALL CONTROL JOINT
PREPAPARED BY:
MOLER & ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS SALT H OF
108 FIRST STREET SOUTH yK)
CHARLOTTESVILLE, VA 22902
PHONE: 434 t971 -3027 FAX: 434- 971.4027 ' DENNIS J. MILER
No. 15334
4 -
4 oNaL
SEE DETAIL 0-1
16 GA. GALV. SHEET
STL. COATED TO
PREVENT BOND. WIRE CUT ALTERNATE HORIZ.
TIES Q EACH HORIZ. BAR BARS AT JOINT
EA TH FACE
WALL CONTROL JOINT
SECTION
3/4"
JOINT
iv SEALANT
1" BACKER
ROD
DETAIL 0-1
scale: 112" 1'- 0"
0 1/2 1 2
01
express
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434 . 979 . 7522
f: 434 . 977 . 1 194
www.mckeecarson.com
PAI10t B. MCKM
Lic* nag
REFERENCES:
NORTH RIDGE SITE PLAN
SDP - 2006-00130 :
IMMONS GROUP
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
Z
SK; BM
c
RBM
SCALE
O
DATE 08/11/08
PROJECT 0810
Y
Q
U
Q
Q N
V C
Z 0 °
U
a
J
cn
m Q
J
Q
Q C
0 0-
V)0
W
0
W
Z 0 U
W
i
H Z w
a
N
O
0 Q
U
m w
W Q
QQ
w
o
W z
N J
REVISIONS
10- 03-08: COUNTY COMMENTS
11 -24-08: COUNTY COMMENTS
DESIGNED SK; BM
CHECKED RBM
SCALE AS SHOWN
DATE 08/11/08
PROJECT 0810
SHEET NUMBER
ASPHAL PAVING - ROADS BUMPER BLOCKS
SECTION
T -11" MAX
MONOLITHIC CURB AND SIDEWALK
615
610
1
595
585
575
EX-1
8
i ce % / %i
8
LENGTH =10.2 FT
6 x DRAINAGE
AREA (IN AC.)
PROPO
G
D
EXISTING
GRADE
5.
0
1
o
0 tz
z
m
80
z
o o
A
0 +00 0 +20 0 +40 0 +60 0 +80 1+00 1 +20
STORM DRAIN PROFILE (BIOFILTER _
SCALE H:1" = 29, V: 1"= 5'
COAR MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS
AGGREGATE ACCORDING TO HEIGHT OF EMBANKMENT (FEET)
1 2'
67 CU. YD. /ACRE
DRY) 2.5'
67 CU YDJACRE
ATED 4
CROSS SECTION OF
4
1
103
CLASS I
RIPRAP
FILTER
CLOTH
ORIGINAL
GROUND
ELEVATION
OUTLET CLASS I RIPRAP
COARSE*
AGGREGATE
FILTER CLOTH
EXCAVATED AREA
DIVERSION DIKE
OUTLET (PERSPECTIVE VIEW)
NOTE:
COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5
TEMPO SEDIMENT TRAP
PERSPECTIVE AND SECTION
DETAIL N.T.S.
yt a - s.- - . 3R•' ' xa+
rte
f -
1rsx-
rte` S
SOIL MAP
reserve their common
H Ho W
1.5 0.5 2.0
2.0 1.0 2.0
2.5 1 1.5 2.5
3.0 1 2.0 2.5
3.5 2.5 3.0
4.0 3.0 3.0
4.5 3.5 4.0
5.0 4.0 4.5
TEMPORARY SEEDING SPECIFICATIONS
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
PLANTING DATES SPECIES RATES
LBS. /ACRE)
50/50 MIX OF ANNUAL RYEGRASS (LOLJUM MULTI- FLORUM)SEP. 1 -FEB. 15 & CEREAL (WINTER) RYE (SECAL.E CEREALS) 5Q-100
FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100LOLIUMMULTI-FLORUM
MAY 1 - AUG. 31 GERMAN MILLETTSETARIAITALICA
LIMING REQUIREMENT:
PH TEST RECOMMENDED APPLICATION
OF AGRICULTURAL LIMESTONE
BELOW 4.2 3 TONS PER ACRE
4.2 TO 5.2 2 TONS PER ACRE
5.2 TO 6 1 TON PER ACRE
FERTILIZERS REQUIREMENT:
450 LBS/ACRE OF 10 -10-10 (N-P40 OR 10 LBS11,000 SQUARE FOOT
PERMANENT SEEDING SPECIFICATIONS
SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN AREA (TOTAL LBS/ACRE):
KENTUCKY 31 FESCUE 108 LBS.
RED TOP GRASS 2 LBS.
SEASON NURSE CROP 20 LBS.
CROWNVETCH 20 LBS.
LIMING REQUIREMENT:
2 TONSIACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE (WLBS. /1000 SQ. FT)
FERTILIZERS REQUIREMENT:
500 LBS. /ACRE 10 -20-10 (N -P-K) OR 12 LBS. /1,000 SQUARE FOOT
TEMPORARY & PERMANENT SEEDING SPECIFICATIONS
tP5 DETAIL N.T.S.
ELV. 803 1
DRIGINAL GROUND`\
ELEVATION
EXCAVATED AREA r i 2'MAX. DEPTH = 4'
ELV. 800
41T
W= 3'
CROSS SECTION OF OUTLET
TEMPORARY SEDIMENT TRAP XD -006
SECTION
MINIMUM TOP WIDTH (VI) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS
ACCORDING TO HEIGHT OF EMBANKMENT (FEET)
H Ho W
1.5 0.5 2.0
2.0 1.0 2.0
2.5 1.5 2.5
3.0 2.0 2.5
3.5 2.5 3.0
4.0 3.0 3.0
4.5 3.5 4.0
5.0 4.0 4.5
W= 3'
DETAIL
N.T.S.
FILL SLOPE SECTION
SOIL STABILIZATION MATS SHOULD
BE INSTALLED VERTICALLY
DOWNSLOPE FOR BEST RESULTS.
10 `
x
V S.
Z S
Y '
TOE
MAINTAIN SLOPE ANGLE
SLOPE LINING
WET SLOPE)
TREATMENT -2
POLYPROPELYENE
NON -WOVEN
NEEDLE PUNCHED)
GEOTEXTILE FILTER
TREATMENTI 2) F4 P
T OF
SOILS
SLOPE LINING
DRY SLOPE)
NOTE: SLOPE SURFACE
SHALL BE SMOOTH
AND FREE OF
ROCKS, LUMPS OF
DIRT GRASS AND
STICkS. MAT SHALL
BE PLACED FLAT
ON SURFACE FOR
PROPER SOIL
CONTACT.
4'
4 2'
L
DIRT SHALL BE
TAMPERED PRIOR
TO LAYING TOP
LAP OVER
BERM
TRENCH INTO BERM AND
PROGRESS DOWNSLOPE
TOP OF
CUT SLOPE
Tr
2'
TREATMENT -2
BOTTOM OF
FILL SLOPE
BOTTOM OF
CUT SLOPE
BOTTOM OF OR SHOULDER
CUT SLOPE BREAK POINT
SOURCE: VDOT ROAD AND BRIDGE STANDARDS
SOIL STABILIZATION MATTING SLOPE INSTALLATION)..,
DETAIL
BIOFILTER
BED ELV. 602
3:1 SLOPE
TOP OF BERM
ELV. 604
CROSS SECTION
NOTES:
1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION.
2. CONSULT ENGINEER / LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
3. CHECK VALVE (PROFLO PF42853) SHOULD BE ADDED TO UNDERDRAIN
AND ORIENTED SO BACKFLOW FROM STREAM IS PREVENTED.
4. ONCE CONSTRUCTED, PROTECT BIOFILTER WITH SEDIMENT FENCE AND
HAY BALES.
BIOFILTER
N.T.S.
CLEAN-OUT W/
WATERTIGHT CAP (TYP)
50% SAND/ 30% TOP
SOIU 20% LEAF MULCH
SAND 0.02' -0.04' ASTM
C-33 FINE)
6' SCHEDULE 40
PERFORATED PIPE
01% MIN TO STONE
PROVIDE ACROSS ENTIRE
WIDTH 20 FT O.C.
NEEDLE - PUNCHED
NON -WOVEN
GEOTEXTILE FILTER FABRIC
LINING ENTIRE BIOFILTER
08 OR #78 CLEAN- WASHED
DAYLIGHT
57 CLEAN - WASHED STONE
8 or #78
CLEAN- WASHED
STONE
SECTION -LID Workshop- CUlpeper SON and Water Conservation District
WATER LEVEL
801.50
6" HIGHER
THAN BED
ELEVATION
RAINGARDEN 0' WIDE X 0.5' HIGH
BED ELV. 601 RECTANGULAR OUTLET
STABILIZED NTH
TOP ELV gROyypN
1H GHTER i rl, f \ . R.l t B 3 9 `t it .I f, RIPRAP OF D50= 3"
NEEDLE - PUNCHED
C-33 CONSTRUCTION NOW WOVEN
SAND TILLED INTO
LI
EOTEXTILE FILTER
NING ENTIRE BIOFILTER
FABR
SOIL (OPTIONAL)
D $57 CLEAN - WASHED
N.T.S. STONE
NOTES:
1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION.
2. CONSULT ENGINEER / LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
3. RAINGARDEN TO BE CONSTRUCTED ONLY AFTER SITE HAS BEEN STABILIZED TO THE SATISFACTION OF THE ALBEMARLE
COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR.
N.T.S.
RAIN GARDEN pp446
SECTION N.T.S.
are not to be reproduced, changed, or copied in any for m or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd.
STANDARD 15 "ADS
DROP INLET
WITH SILT FENCE
DROP INLET
PROTECTION
3.0'
15" HDPE
OUTLET PIPE
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434 . 977 . 1 194
www.mckeecarson.com
NIS I I I1n OF,
i
ppbed B. MWZ9
LiM n8
ONAL "
REFERENCES:
NORTH RIDGE SITE PLAN
SDP -2006 - 001301:
IMMONS GROUP
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
Z c
0 z
l cn
Ill J
Q Q0
U_ w
Q U_ 0
Q
U
cn
O W
a U .- 0
Z ,o Q 0) z
Q
0
0
J
J W
m Q } J
Q ~- c ILL
d• 0 N 0 0
Z 0 U W
LU a-
U = N
W z w L dS
O J U J
Z = -m w
Q WLU
U
W
1:
W J
f- -
W z
0
REVISIONS
10 -03-08: COUNTY COMMENTS
11 -24-08: COUNTY COMMENTS
12- 09-08: COUNTY COMMENTS
DESIGNED BKT
CHECKED RBM
SCALE AS SHOWN
DATE 08/11/08
PROJECT 0810
SHEET NUMBER
OF 14
TEMPORARY SEDIMENT TRAP DIMENSIONS
TEMPORARY SEDIMENT TRAP DIMENSIONS
i ce % / %i
LLENGTH =10.2 FT
6 x DRAINAGE
AREA (IN AC.)
OUTLET (PERSPECTIVE VIEW)
NOTE:
COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5
TEMPO SEDIMENT TRAP
PERSPECTIVE AND SECTION
DETAIL N.T.S.
yt a - s.- - . 3R•' ' xa+
rte
f -
1rs x-
rte` S
SOIL MAP
reserve their common
H Ho W
1.5 0.5 2.0
2.0 1.0 2.0
2.5 1 1.5 2.5
3.0 1 2.0 2.5
3.5 2.5 3.0
4.0 3.0 3.0
4.5 3.5 4.0
5.0 4.0 4.5
TEMPORARY SEEDING SPECIFICATIONS
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
PLANTING DATES SPECIES RATES
LBS. /ACRE)
50/50 MIX OF ANNUAL RYEGRASS (LOLJUM MULTI- FLORUM)SEP. 1 -FEB. 15 & CEREAL (WINTER) RYE (SECAL.E CEREALS) 5Q-100
FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100LOLIUMMULTI-FLORUM
MAY 1 - AUG. 31 GERMAN MILLETTSETARIAITALICA
LIMING REQUIREMENT:
PH TEST RECOMMENDED APPLICATION
OF AGRICULTURAL LIMESTONE
BELOW 4.2 3 TONS PER ACRE
4.2 TO 5.2 2 TONS PER ACRE
5.2 TO 6 1 TON PER ACRE
FERTILIZERS REQUIREMENT:
450 LBS/ACRE OF 10 -10-10 (N-P40 OR 10 LBS11,000 SQUARE FOOT
PERMANENT SEEDING SPECIFICATIONS
SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN AREA (TOTAL LBS/ACRE):
KENTUCKY 31 FESCUE 108 LBS.
RED TOP GRASS 2 LBS.
SEASON NURSE CROP 20 LBS.
CROWNVETCH 20 LBS.
LIMING REQUIREMENT:
2 TONSIACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE (WLBS. /1000 SQ. FT)
FERTILIZERS REQUIREMENT:
500 LBS. /ACRE 10 -20-10 (N -P-K) OR 12 LBS. /1,000 SQUARE FOOT
TEMPORARY & PERMANENT SEEDING SPECIFICATIONS
tP5 DETAIL N.T.S.
ELV. 803 1
DRIGINAL GROUND`\
ELEVATION
EXCAVATED AREA r i 2'MAX. DEPTH = 4'
ELV. 800
41T
W= 3'
CROSS SECTION OF OUTLET
TEMPORARY SEDIMENT TRAP XD -006
SECTION
MINIMUM TOP WIDTH (VI) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS
ACCORDING TO HEIGHT OF EMBANKMENT (FEET)
H Ho W
1.5 0.5 2.0
2.0 1.0 2.0
2.5 1.5 2.5
3.0 2.0 2.5
3.5 2.5 3.0
4.0 3.0 3.0
4.5 3.5 4.0
5.0 4.0 4.5
W= 3'
DETAIL
N.T.S.
FILL SLOPE SECTION
SOIL STABILIZATION MATS SHOULD
BE INSTALLED VERTICALLY
DOWNSLOPE FOR BEST RESULTS.
10 `
x
V S.
Z S
Y '
TOE
MAINTAIN SLOPE ANGLE
SLOPE LINING
WET SLOPE)
TREATMENT -2
POLYPROPELYENE
NON -WOVEN
NEEDLE PUNCHED)
GEOTEXTILE FILTER
TREATMENTI 2) F4 P
T OF
SOILS
SLOPE LINING
DRY SLOPE)
NOTE: SLOPE SURFACE
SHALL BE SMOOTH
AND FREE OF
ROCKS, LUMPS OF
DIRT GRASS AND
STICkS. MAT SHALL
BE PLACED FLAT
ON SURFACE FOR
PROPER SOIL
CONTACT.
4'
4 2'
L
DIRT SHALL BE
TAMPERED PRIOR
TO LAYING TOP
LAP OVER
BERM
TRENCH INTO BERM AND
PROGRESS DOWNSLOPE
TOP OF
CUT SLOPE
Tr
2'
TREATMENT -2
BOTTOM OF
FILL SLOPE
BOTTOM OF
CUT SLOPE
BOTTOM OF OR SHOULDER
CUT SLOPE BREAK POINT
SOURCE: VDOT ROAD AND BRIDGE STANDARDS
SOIL STABILIZATION MATTING SLOPE INSTALLATION)..,
DETAIL
BIOFILTER
BED ELV. 602
3:1 SLOPE
TOP OF BERM
ELV. 604
CROSS SECTION
NOTES:
1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION.
2. CONSULT ENGINEER / LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
3. CHECK VALVE (PROFLO PF42853) SHOULD BE ADDED TO UNDERDRAIN
AND ORIENTED SO BACKFLOW FROM STREAM IS PREVENTED.
4. ONCE CONSTRUCTED, PROTECT BIOFILTER WITH SEDIMENT FENCE AND
HAY BALES.
BIOFILTER
N.T.S.
CLEAN-OUT W/
WATERTIGHT CAP (TYP)
50% SAND/ 30% TOP
SOIU 20% LEAF MULCH
SAND 0.02' -0.04' ASTM
C-33 FINE)
6' SCHEDULE 40
PERFORATED PIPE
01% MIN TO STONE
PROVIDE ACROSS ENTIRE
WIDTH 20 FT O.C.
NEEDLE - PUNCHED
NON -WOVEN
GEOTEXTILE FILTER FABRIC
LINING ENTIRE BIOFILTER
08 OR #78 CLEAN- WASHED
DAYLIGHT
57 CLEAN - WASHED STONE
8 or #78
CLEAN- WASHED
STONE
SECTION -LID Workshop- CUlpeper SON and Water Conservation District
WATER LEVEL
801.50
6" HIGHER
THAN BED
ELEVATION
RAINGARDEN 0' WIDE X 0.5' HIGH
BED ELV. 601 RECTANGULAR OUTLET
STABILIZED NTH
TOP ELV gROyypN
1H GHTER i rl, f \ . R.l t B 3 9 `t it .I f, RIPRAP OF D50= 3"
NEEDLE - PUNCHED
C-33 CONSTRUCTION NOW WOVEN
SAND TILLED INTO
LI
EOTEXTILE FILTER
NING ENTIRE BIOFILTER
FABR
SOIL (OPTIONAL)
D $57 CLEAN - WASHED
N.T.S. STONE
NOTES:
1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION.
2. CONSULT ENGINEER / LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
3. RAINGARDEN TO BE CONSTRUCTED ONLY AFTER SITE HAS BEEN STABILIZED TO THE SATISFACTION OF THE ALBEMARLE
COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR.
N.T.S.
RAIN GARDEN pp446
SECTION N.T.S.
are not to be reproduced, changed, or copied in any for m or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd.
STANDARD 15 "ADS
DROP INLET
WITH SILT FENCE
DROP INLET
PROTECTION
3.0'
15" HDPE
OUTLET PIPE
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434 . 977 . 1 194
www.mckeecarson.com
NIS I I I1n OF,
i
ppbed B. MWZ9
LiM n8
ONAL "
REFERENCES:
NORTH RIDGE SITE PLAN
SDP -2006 - 001301:
IMMONS GROUP
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
Z c
0 z
l cn
Ill J
Q Q0
U_ w
Q U_ 0
Q
U
cn
O W
a U .- 0
Z ,o Q 0) z
Q
0
0
J
J W
m Q } J
Q ~- c ILL
d• 0 N 0 0
Z 0 U W
LU a-
U = N
W z w L dS
O J U J
Z = -m w
Q WLU
U
W
1:
W J
f- -
W z
0
REVISIONS
10 -03-08: COUNTY COMMENTS
11 -24-08: COUNTY COMMENTS
12- 09-08: COUNTY COMMENTS
DESIGNED BKT
CHECKED RBM
SCALE AS SHOWN
DATE 08/11/08
PROJECT 0810
SHEET NUMBER
OF 14
TEMPORARY SEDIMENT TRAP DIMENSIONS
TEMPORARY SEDIMENT TRAP DIMENSIONS
TEMPORARY SEEDING SPECIFICATIONS
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
PLANTING DATES SPECIES RATES
LBS. /ACRE)
50/50 MIX OF ANNUAL RYEGRASS (LOLJUM MULTI- FLORUM)SEP. 1 -FEB. 15 & CEREAL (WINTER) RYE (SECAL.E CEREALS) 5Q-100
FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100LOLIUMMULTI-FLORUM
MAY 1 - AUG. 31 GERMAN MILLETTSETARIAITALICA
LIMING REQUIREMENT:
PH TEST RECOMMENDED APPLICATION
OF AGRICULTURAL LIMESTONE
BELOW 4.2 3 TONS PER ACRE
4.2 TO 5.2 2 TONS PER ACRE
5.2 TO 6 1 TON PER ACRE
FERTILIZERS REQUIREMENT:
450 LBS/ACRE OF 10 -10-10 (N-P40 OR 10 LBS11,000 SQUARE FOOT
PERMANENT SEEDING SPECIFICATIONS
SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN AREA (TOTAL LBS/ACRE):
KENTUCKY 31 FESCUE 108 LBS.
RED TOP GRASS 2 LBS.
SEASON NURSE CROP 20 LBS.
CROWNVETCH 20 LBS.
LIMING REQUIREMENT:
2 TONSIACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE (WLBS. /1000 SQ. FT)
FERTILIZERS REQUIREMENT:
500 LBS. /ACRE 10 -20-10 (N -P-K) OR 12 LBS. /1,000 SQUARE FOOT
TEMPORARY & PERMANENT SEEDING SPECIFICATIONS
tP5 DETAIL N.T.S.
ELV. 803 1
DRIGINAL GROUND`\
ELEVATION
EXCAVATED AREA r i 2'MAX. DEPTH = 4'
ELV. 800
41T
W= 3'
CROSS SECTION OF OUTLET
TEMPORARY SEDIMENT TRAP XD -006
SECTION
MINIMUM TOP WIDTH (VI) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS
ACCORDING TO HEIGHT OF EMBANKMENT (FEET)
H Ho W
1.5 0.5 2.0
2.0 1.0 2.0
2.5 1.5 2.5
3.0 2.0 2.5
3.5 2.5 3.0
4.0 3.0 3.0
4.5 3.5 4.0
5.0 4.0 4.5
W= 3'
DETAIL
N.T.S.
FILL SLOPE SECTION
SOIL STABILIZATION MATS SHOULD
BE INSTALLED VERTICALLY
DOWNSLOPE FOR BEST RESULTS.
10 `
x
V S.
Z S
Y '
TOE
MAINTAIN SLOPE ANGLE
SLOPE LINING
WET SLOPE)
TREATMENT -2
POLYPROPELYENE
NON -WOVEN
NEEDLE PUNCHED)
GEOTEXTILE FILTER
TREATMENTI 2) F4 P
T OF
SOILS
SLOPE LINING
DRY SLOPE)
NOTE: SLOPE SURFACE
SHALL BE SMOOTH
AND FREE OF
ROCKS, LUMPS OF
DIRT GRASS AND
STICkS. MAT SHALL
BE PLACED FLAT
ON SURFACE FOR
PROPER SOIL
CONTACT.
4'
4 2'
L
DIRT SHALL BE
TAMPERED PRIOR
TO LAYING TOP
LAP OVER
BERM
TRENCH INTO BERM AND
PROGRESS DOWNSLOPE
TOP OF
CUT SLOPE
Tr
2'
TREATMENT -2
BOTTOM OF
FILL SLOPE
BOTTOM OF
CUT SLOPE
BOTTOM OF OR SHOULDER
CUT SLOPE BREAK POINT
SOURCE: VDOT ROAD AND BRIDGE STANDARDS
SOIL STABILIZATION MATTING SLOPE INSTALLATION)..,
DETAIL
BIOFILTER
BED ELV. 602
3:1 SLOPE
TOP OF BERM
ELV. 604
CROSS SECTION
NOTES:
1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION.
2. CONSULT ENGINEER / LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
3. CHECK VALVE (PROFLO PF42853) SHOULD BE ADDED TO UNDERDRAIN
AND ORIENTED SO BACKFLOW FROM STREAM IS PREVENTED.
4. ONCE CONSTRUCTED, PROTECT BIOFILTER WITH SEDIMENT FENCE AND
HAY BALES.
BIOFILTER
N.T.S.
CLEAN-OUT W/
WATERTIGHT CAP (TYP)
50% SAND/ 30% TOP
SOIU 20% LEAF MULCH
SAND 0.02' -0.04' ASTM
C-33 FINE)
6' SCHEDULE 40
PERFORATED PIPE
01% MIN TO STONE
PROVIDE ACROSS ENTIRE
WIDTH 20 FT O.C.
NEEDLE - PUNCHED
NON -WOVEN
GEOTEXTILE FILTER FABRIC
LINING ENTIRE BIOFILTER
08 OR #78 CLEAN- WASHED
DAYLIGHT
57 CLEAN - WASHED STONE
8 or #78
CLEAN- WASHED
STONE
SECTION -LID Workshop- CUlpeper SON and Water Conservation District
WATER LEVEL
801.50
6" HIGHER
THAN BED
ELEVATION
RAINGARDEN 0' WIDE X 0.5' HIGH
BED ELV. 601 RECTANGULAR OUTLET
STABILIZED NTH
TOP ELV gROyypN
1H GHTER i rl, f \ . R.l t B 3 9 `t it .I f, RIPRAP OF D50= 3"
NEEDLE - PUNCHED
C-33 CONSTRUCTION NOW WOVEN
SAND TILLED INTO
LI
EOTEXTILE FILTER
NING ENTIRE BIOFILTER
FABR
SOIL (OPTIONAL)
D $57 CLEAN - WASHED
N.T.S. STONE
NOTES:
1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION.
2. CONSULT ENGINEER / LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
3. RAINGARDEN TO BE CONSTRUCTED ONLY AFTER SITE HAS BEEN STABILIZED TO THE SATISFACTION OF THE ALBEMARLE
COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR.
N.T.S.
RAIN GARDEN pp446
SECTION N.T.S.
are not to be reproduced, changed, or copied in any for m or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd.
STANDARD 15 "ADS
DROP INLET
WITH SILT FENCE
DROP INLET
PROTECTION
3.0'
15" HDPE
OUTLET PIPE
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434 . 977 . 1 194
www.mckeecarson.com
NIS I I I1n OF,
i
ppbed B. MWZ9
LiM n8
ONAL "
REFERENCES:
NORTH RIDGE SITE PLAN
SDP -2006 - 001301:
IMMONS GROUP
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
Z c
0 z
l cn
Ill J
Q Q0
U_ w
Q U_ 0
Q
U
cn
O W
a U .- 0
Z ,o Q 0) z
Q
0
0
J
J W
m Q } J
Q ~- c ILL
d• 0 N 0 0
Z 0 U W
LU a-
U = N
W z w L dS
O J U J
Z = -m w
Q WLU
U
W
1:
W J
f- -
W z
0
REVISIONS
10 -03-08: COUNTY COMMENTS
11 -24-08: COUNTY COMMENTS
12- 09-08: COUNTY COMMENTS
DESIGNED BKT
CHECKED RBM
SCALE AS SHOWN
DATE 08/11/08
PROJECT 0810
SHEET NUMBER
OF 14
TEMPORARY SEDIMENT TRAP DIMENSIONS
TEMPORARY SEDIMENT TRAP DIMENSIONS
LIMING REQUIREMENT:
PH TEST RECOMMENDED APPLICATION
OF AGRICULTURAL LIMESTONE
BELOW 4.2 3 TONS PER ACRE
4.2 TO 5.2 2 TONS PER ACRE
5.2 TO 6 1 TON PER ACRE
FERTILIZERS REQUIREMENT:
450 LBS/ACRE OF 10 -10-10 (N-P40 OR 10 LBS11,000 SQUARE FOOT
PERMANENT SEEDING SPECIFICATIONS
SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN AREA (TOTAL LBS/ACRE):
KENTUCKY 31 FESCUE 108 LBS.
RED TOP GRASS 2 LBS.
SEASON NURSE CROP 20 LBS.
CROWNVETCH 20 LBS.
LIMING REQUIREMENT:
2 TONSIACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE (WLBS. /1000 SQ. FT)
FERTILIZERS REQUIREMENT:
500 LBS. /ACRE 10 -20-10 (N -P-K) OR 12 LBS. /1,000 SQUARE FOOT
TEMPORARY & PERMANENT SEEDING SPECIFICATIONS
tP5 DETAIL N.T.S.
ELV. 803 1
DRIGINAL GROUND`\
ELEVATION
EXCAVATED AREA r i 2'MAX. DEPTH = 4'
ELV. 800
41T
W= 3'
CROSS SECTION OF OUTLET
TEMPORARY SEDIMENT TRAP XD -006
SECTION
MINIMUM TOP WIDTH (VI) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS
ACCORDING TO HEIGHT OF EMBANKMENT (FEET)
H Ho W
1.5 0.5 2.0
2.0 1.0 2.0
2.5 1.5 2.5
3.0 2.0 2.5
3.5 2.5 3.0
4.0 3.0 3.0
4.5 3.5 4.0
5.0 4.0 4.5
W= 3'
DETAIL
N.T.S.
FILL SLOPE SECTION
SOIL STABILIZATION MATS SHOULD
BE INSTALLED VERTICALLY
DOWNSLOPE FOR BEST RESULTS.
10 `
x
V S.
Z S
Y '
TOE
MAINTAIN SLOPE ANGLE
SLOPE LINING
WET SLOPE)
TREATMENT -2
POLYPROPELYENE
NON -WOVEN
NEEDLE PUNCHED)
GEOTEXTILE FILTER
TREATMENTI 2) F4 P
T OF
SOILS
SLOPE LINING
DRY SLOPE)
NOTE: SLOPE SURFACE
SHALL BE SMOOTH
AND FREE OF
ROCKS, LUMPS OF
DIRT GRASS AND
STICkS. MAT SHALL
BE PLACED FLAT
ON SURFACE FOR
PROPER SOIL
CONTACT.
4'
4 2'
L
DIRT SHALL BE
TAMPERED PRIOR
TO LAYING TOP
LAP OVER
BERM
TRENCH INTO BERM AND
PROGRESS DOWNSLOPE
TOP OF
CUT SLOPE
Tr
2'
TREATMENT -2
BOTTOM OF
FILL SLOPE
BOTTOM OF
CUT SLOPE
BOTTOM OF OR SHOULDER
CUT SLOPE BREAK POINT
SOURCE: VDOT ROAD AND BRIDGE STANDARDS
SOIL STABILIZATION MATTING SLOPE INSTALLATION)..,
DETAIL
BIOFILTER
BED ELV. 602
3:1 SLOPE
TOP OF BERM
ELV. 604
CROSS SECTION
NOTES:
1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION.
2. CONSULT ENGINEER / LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
3. CHECK VALVE (PROFLO PF42853) SHOULD BE ADDED TO UNDERDRAIN
AND ORIENTED SO BACKFLOW FROM STREAM IS PREVENTED.
4. ONCE CONSTRUCTED, PROTECT BIOFILTER WITH SEDIMENT FENCE AND
HAY BALES.
BIOFILTER
N.T.S.
CLEAN-OUT W/
WATERTIGHT CAP (TYP)
50% SAND/ 30% TOP
SOIU 20% LEAF MULCH
SAND 0.02' -0.04' ASTM
C-33 FINE)
6' SCHEDULE 40
PERFORATED PIPE
01% MIN TO STONE
PROVIDE ACROSS ENTIRE
WIDTH 20 FT O.C.
NEEDLE - PUNCHED
NON -WOVEN
GEOTEXTILE FILTER FABRIC
LINING ENTIRE BIOFILTER
08 OR #78 CLEAN- WASHED
DAYLIGHT
57 CLEAN - WASHED STONE
8 or #78
CLEAN- WASHED
STONE
SECTION -LID Workshop- CUlpeper SON and Water Conservation District
WATER LEVEL
801.50
6" HIGHER
THAN BED
ELEVATION
RAINGARDEN 0' WIDE X 0.5' HIGH
BED ELV. 601 RECTANGULAR OUTLET
STABILIZED NTH
TOP ELV gROyypN
1H GHTER i rl, f \ . R.l t B 3 9 `t it .I f, RIPRAP OF D50= 3"
NEEDLE - PUNCHED
C-33 CONSTRUCTION NOW WOVEN
SAND TILLED INTO
LI
EOTEXTILE FILTER
NING ENTIRE BIOFILTER
FABR
SOIL (OPTIONAL)
D $57 CLEAN - WASHED
N.T.S. STONE
NOTES:
1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION.
2. CONSULT ENGINEER / LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
3. RAINGARDEN TO BE CONSTRUCTED ONLY AFTER SITE HAS BEEN STABILIZED TO THE SATISFACTION OF THE ALBEMARLE
COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR.
N.T.S.
RAIN GARDEN pp446
SECTION N.T.S.
are not to be reproduced, changed, or copied in any for m or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd.
STANDARD 15 "ADS
DROP INLET
WITH SILT FENCE
DROP INLET
PROTECTION
3.0'
15" HDPE
OUTLET PIPE
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434 . 977 . 1 194
www.mckeecarson.com
NIS I I I1n OF,
i
ppbed B. MWZ9
LiM n8
ONAL "
REFERENCES:
NORTH RIDGE SITE PLAN
SDP -2006 - 001301:
IMMONS GROUP
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
Z c
0 z
l cn
Ill J
Q Q0
U_ w
Q U_ 0
Q
U
cn
O W
a U .- 0
Z ,o Q 0) z
Q
0
0
J
J W
m Q } J
Q ~- c ILL
d• 0 N 0 0
Z 0 U W
LU a-
U = N
W z w L dS
O J U J
Z = -m w
Q WLU
U
W
1:
W J
f- -
W z
0
REVISIONS
10 -03-08: COUNTY COMMENTS
11 -24-08: COUNTY COMMENTS
12- 09-08: COUNTY COMMENTS
DESIGNED BKT
CHECKED RBM
SCALE AS SHOWN
DATE 08/11/08
PROJECT 0810
SHEET NUMBER
OF 14
TEMPORARY SEDIMENT TRAP DIMENSIONS
TEMPORARY SEDIMENT TRAP DIMENSIONS
FERTILIZERS REQUIREMENT:
450 LBS/ACRE OF 10 -10-10 (N-P40 OR 10 LBS11,000 SQUARE FOOT
PERMANENT SEEDING SPECIFICATIONS
SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN AREA (TOTAL LBS/ACRE):
KENTUCKY 31 FESCUE 108 LBS.
RED TOP GRASS 2 LBS.
SEASON NURSE CROP 20 LBS.
CROWNVETCH 20 LBS.
LIMING REQUIREMENT:
2 TONSIACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE (WLBS. /1000 SQ. FT)
FERTILIZERS REQUIREMENT:
500 LBS. /ACRE 10 -20-10 (N -P-K) OR 12 LBS. /1,000 SQUARE FOOT
TEMPORARY & PERMANENT SEEDING SPECIFICATIONS
tP5 DETAIL N.T.S.
ELV. 803 1
DRIGINAL GROUND`\
ELEVATION
EXCAVATED AREA r i 2'MAX. DEPTH = 4'
ELV. 800
41T
W= 3'
CROSS SECTION OF OUTLET
TEMPORARY SEDIMENT TRAP XD -006
SECTION
MINIMUM TOP WIDTH (VI) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS
ACCORDING TO HEIGHT OF EMBANKMENT (FEET)
H Ho W
1.5 0.5 2.0
2.0 1.0 2.0
2.5 1.5 2.5
3.0 2.0 2.5
3.5 2.5 3.0
4.0 3.0 3.0
4.5 3.5 4.0
5.0 4.0 4.5
W= 3'
DETAIL
N.T.S.
FILL SLOPE SECTION
SOIL STABILIZATION MATS SHOULD
BE INSTALLED VERTICALLY
DOWNSLOPE FOR BEST RESULTS.
10 `
x
V S.
Z S
Y '
TOE
MAINTAIN SLOPE ANGLE
SLOPE LINING
WET SLOPE)
TREATMENT -2
POLYPROPELYENE
NON -WOVEN
NEEDLE PUNCHED)
GEOTEXTILE FILTER
TREATMENTI 2) F4 P
T OF
SOILS
SLOPE LINING
DRY SLOPE)
NOTE: SLOPE SURFACE
SHALL BE SMOOTH
AND FREE OF
ROCKS, LUMPS OF
DIRT GRASS AND
STICkS. MAT SHALL
BE PLACED FLAT
ON SURFACE FOR
PROPER SOIL
CONTACT.
4'
4 2'
L
DIRT SHALL BE
TAMPERED PRIOR
TO LAYING TOP
LAP OVER
BERM
TRENCH INTO BERM AND
PROGRESS DOWNSLOPE
TOP OF
CUT SLOPE
Tr
2'
TREATMENT -2
BOTTOM OF
FILL SLOPE
BOTTOM OF
CUT SLOPE
BOTTOM OF OR SHOULDER
CUT SLOPE BREAK POINT
SOURCE: VDOT ROAD AND BRIDGE STANDARDS
SOIL STABILIZATION MATTING SLOPE INSTALLATION)..,
DETAIL
BIOFILTER
BED ELV. 602
3:1 SLOPE
TOP OF BERM
ELV. 604
CROSS SECTION
NOTES:
1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION.
2. CONSULT ENGINEER / LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
3. CHECK VALVE (PROFLO PF42853) SHOULD BE ADDED TO UNDERDRAIN
AND ORIENTED SO BACKFLOW FROM STREAM IS PREVENTED.
4. ONCE CONSTRUCTED, PROTECT BIOFILTER WITH SEDIMENT FENCE AND
HAY BALES.
BIOFILTER
N.T.S.
CLEAN-OUT W/
WATERTIGHT CAP (TYP)
50% SAND/ 30% TOP
SOIU 20% LEAF MULCH
SAND 0.02' -0.04' ASTM
C-33 FINE)
6' SCHEDULE 40
PERFORATED PIPE
01% MIN TO STONE
PROVIDE ACROSS ENTIRE
WIDTH 20 FT O.C.
NEEDLE - PUNCHED
NON -WOVEN
GEOTEXTILE FILTER FABRIC
LINING ENTIRE BIOFILTER
08 OR #78 CLEAN- WASHED
DAYLIGHT
57 CLEAN - WASHED STONE
8 or #78
CLEAN- WASHED
STONE
SECTION -LID Workshop- CUlpeper SON and Water Conservation District
WATER LEVEL
801.50
6" HIGHER
THAN BED
ELEVATION
RAINGARDEN 0' WIDE X 0.5' HIGH
BED ELV. 601 RECTANGULAR OUTLET
STABILIZED NTH
TOP ELV gROyypN
1H GHTER i rl, f \ . R.l t B 3 9 `t it .I f, RIPRAP OF D50= 3"
NEEDLE - PUNCHED
C-33 CONSTRUCTION NOW WOVEN
SAND TILLED INTO
LI
EOTEXTILE FILTER
NING ENTIRE BIOFILTER
FABR
SOIL (OPTIONAL)
D $57 CLEAN - WASHED
N.T.S. STONE
NOTES:
1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION.
2. CONSULT ENGINEER / LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
3. RAINGARDEN TO BE CONSTRUCTED ONLY AFTER SITE HAS BEEN STABILIZED TO THE SATISFACTION OF THE ALBEMARLE
COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR.
N.T.S.
RAIN GARDEN pp446
SECTION N.T.S.
are not to be reproduced, changed, or copied in any for m or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd.
STANDARD 15 "ADS
DROP INLET
WITH SILT FENCE
DROP INLET
PROTECTION
3.0'
15" HDPE
OUTLET PIPE
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434 . 977 . 1 194
www.mckeecarson.com
NIS I I I1n OF,
i
ppbed B. MWZ9
LiM n8
ONAL "
REFERENCES:
NORTH RIDGE SITE PLAN
SDP -2006 - 001301:
IMMONS GROUP
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
Z c
0 z
l cn
Ill J
Q Q0
U_ w
Q U_ 0
Q
U
cn
O W
a U .- 0
Z ,o Q 0) z
Q
0
0
J
J W
m Q } J
Q ~- c ILL
d• 0 N 0 0
Z 0 U W
LU a-
U = N
W z w L dS
O J U J
Z = -m w
Q WLU
U
W
1:
W J
f- -
W z
0
REVISIONS
10 -03-08: COUNTY COMMENTS
11 -24-08: COUNTY COMMENTS
12- 09-08: COUNTY COMMENTS
DESIGNED BKT
CHECKED RBM
SCALE AS SHOWN
DATE 08/11/08
PROJECT 0810
SHEET NUMBER
OF 14
TEMPORARY SEDIMENT TRAP DIMENSIONS
TEMPORARY SEDIMENT TRAP DIMENSIONS
LIMING REQUIREMENT:
2 TONSIACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE (WLBS. /1000 SQ. FT)
FERTILIZERS REQUIREMENT:
500 LBS. /ACRE 10 -20-10 (N -P-K) OR 12 LBS. /1,000 SQUARE FOOT
TEMPORARY & PERMANENT SEEDING SPECIFICATIONS
tP5 DETAIL N.T.S.
ELV. 803 1
DRIGINAL GROUND`\
ELEVATION
EXCAVATED AREA r i 2'MAX. DEPTH = 4'
ELV. 800
41T
W= 3'
CROSS SECTION OF OUTLET
TEMPORARY SEDIMENT TRAP XD -006
SECTION
MINIMUM TOP WIDTH (VI) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS
ACCORDING TO HEIGHT OF EMBANKMENT (FEET)
H Ho W
1.5 0.5 2.0
2.0 1.0 2.0
2.5 1.5 2.5
3.0 2.0 2.5
3.5 2.5 3.0
4.0 3.0 3.0
4.5 3.5 4.0
5.0 4.0 4.5
W= 3'
DETAIL
N.T.S.
FILL SLOPE SECTION
SOIL STABILIZATION MATS SHOULD
BE INSTALLED VERTICALLY
DOWNSLOPE FOR BEST RESULTS.
10 `
x
V S.
Z S
Y '
TOE
MAINTAIN SLOPE ANGLE
SLOPE LINING
WET SLOPE)
TREATMENT -2
POLYPROPELYENE
NON -WOVEN
NEEDLE PUNCHED)
GEOTEXTILE FILTER
TREATMENTI 2) F4 P
T OF
SOILS
SLOPE LINING
DRY SLOPE)
NOTE: SLOPE SURFACE
SHALL BE SMOOTH
AND FREE OF
ROCKS, LUMPS OF
DIRT GRASS AND
STICkS. MAT SHALL
BE PLACED FLAT
ON SURFACE FOR
PROPER SOIL
CONTACT.
4'
4 2'
L
DIRT SHALL BE
TAMPERED PRIOR
TO LAYING TOP
LAP OVER
BERM
TRENCH INTO BERM AND
PROGRESS DOWNSLOPE
TOP OF
CUT SLOPE
Tr
2'
TREATMENT -2
BOTTOM OF
FILL SLOPE
BOTTOM OF
CUT SLOPE
BOTTOM OF OR SHOULDER
CUT SLOPE BREAK POINT
SOURCE: VDOT ROAD AND BRIDGE STANDARDS
SOIL STABILIZATION MATTING SLOPE INSTALLATION)..,
DETAIL
BIOFILTER
BED ELV. 602
3:1 SLOPE
TOP OF BERM
ELV. 604
CROSS SECTION
NOTES:
1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION.
2. CONSULT ENGINEER / LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
3. CHECK VALVE (PROFLO PF42853) SHOULD BE ADDED TO UNDERDRAIN
AND ORIENTED SO BACKFLOW FROM STREAM IS PREVENTED.
4. ONCE CONSTRUCTED, PROTECT BIOFILTER WITH SEDIMENT FENCE AND
HAY BALES.
BIOFILTER
N.T.S.
CLEAN-OUT W/
WATERTIGHT CAP (TYP)
50% SAND/ 30% TOP
SOIU 20% LEAF MULCH
SAND 0.02' -0.04' ASTM
C-33 FINE)
6' SCHEDULE 40
PERFORATED PIPE
01% MIN TO STONE
PROVIDE ACROSS ENTIRE
WIDTH 20 FT O.C.
NEEDLE - PUNCHED
NON -WOVEN
GEOTEXTILE FILTER FABRIC
LINING ENTIRE BIOFILTER
08 OR #78 CLEAN- WASHED
DAYLIGHT
57 CLEAN - WASHED STONE
8 or #78
CLEAN- WASHED
STONE
SECTION -LID Workshop- CUlpeper SON and Water Conservation District
WATER LEVEL
801.50
6" HIGHER
THAN BED
ELEVATION
RAINGARDEN 0' WIDE X 0.5' HIGH
BED ELV. 601 RECTANGULAR OUTLET
STABILIZED NTH
TOP ELV gROyypN
1H GHTER i rl, f \ . R.l t B 3 9 `t it .I f, RIPRAP OF D50= 3"
NEEDLE - PUNCHED
C-33 CONSTRUCTION NOW WOVEN
SAND TILLED INTO
LI
EOTEXTILE FILTER
NING ENTIRE BIOFILTER
FABR
SOIL (OPTIONAL)
D $57 CLEAN - WASHED
N.T.S. STONE
NOTES:
1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION.
2. CONSULT ENGINEER / LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
3. RAINGARDEN TO BE CONSTRUCTED ONLY AFTER SITE HAS BEEN STABILIZED TO THE SATISFACTION OF THE ALBEMARLE
COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR.
N.T.S.
RAIN GARDEN pp446
SECTION N.T.S.
are not to be reproduced, changed, or copied in any for m or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd.
STANDARD 15 "ADS
DROP INLET
WITH SILT FENCE
DROP INLET
PROTECTION
3.0'
15" HDPE
OUTLET PIPE
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434 . 977 . 1 194
www.mckeecarson.com
NIS I I I1n OF,
i
ppbed B. MWZ9
LiM n8
ONAL "
REFERENCES:
NORTH RIDGE SITE PLAN
SDP -2006 - 001301:
IMMONS GROUP
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
Z c
0 z
l cn
Ill J
Q Q0
U_ w
Q U_ 0
Q
U
cn
O W
a U .- 0
Z ,o Q 0) z
Q
0
0
J
J W
m Q } J
Q ~- c ILL
d• 0 N 0 0
Z 0 U W
LU a-
U = N
W z w L dS
O J U J
Z = -m w
Q WLU
U
W
1:
W J
f- -
W z
0
REVISIONS
10 -03-08: COUNTY COMMENTS
11 -24-08: COUNTY COMMENTS
12- 09-08: COUNTY COMMENTS
DESIGNED BKT
CHECKED RBM
SCALE AS SHOWN
DATE 08/11/08
PROJECT 0810
SHEET NUMBER
OF 14
TEMPORARY SEDIMENT TRAP DIMENSIONS
TEMPORARY SEDIMENT TRAP DIMENSIONS
41T
W= 3'
CROSS SECTION OF OUTLET
TEMPORARY SEDIMENT TRAP XD -006
SECTION
MINIMUM TOP WIDTH (VI) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS
ACCORDING TO HEIGHT OF EMBANKMENT (FEET)
H Ho W
1.5 0.5 2.0
2.0 1.0 2.0
2.5 1.5 2.5
3.0 2.0 2.5
3.5 2.5 3.0
4.0 3.0 3.0
4.5 3.5 4.0
5.0 4.0 4.5
W= 3'
DETAIL
N.T.S.
FILL SLOPE SECTION
SOIL STABILIZATION MATS SHOULD
BE INSTALLED VERTICALLY
DOWNSLOPE FOR BEST RESULTS.
10 `
x
V S.
Z S
Y '
TOE
MAINTAIN SLOPE ANGLE
SLOPE LINING
WET SLOPE)
TREATMENT -2
POLYPROPELYENE
NON -WOVEN
NEEDLE PUNCHED)
GEOTEXTILE FILTER
TREATMENTI 2) F4 P
T OF
SOILS
SLOPE LINING
DRY SLOPE)
NOTE: SLOPE SURFACE
SHALL BE SMOOTH
AND FREE OF
ROCKS, LUMPS OF
DIRT GRASS AND
STICkS. MAT SHALL
BE PLACED FLAT
ON SURFACE FOR
PROPER SOIL
CONTACT.
4'
4 2'
L
DIRT SHALL BE
TAMPERED PRIOR
TO LAYING TOP
LAP OVER
BERM
TRENCH INTO BERM AND
PROGRESS DOWNSLOPE
TOP OF
CUT SLOPE
Tr
2'
TREATMENT -2
BOTTOM OF
FILL SLOPE
BOTTOM OF
CUT SLOPE
BOTTOM OF OR SHOULDER
CUT SLOPE BREAK POINT
SOURCE: VDOT ROAD AND BRIDGE STANDARDS
SOIL STABILIZATION MATTING SLOPE INSTALLATION)..,
DETAIL
BIOFILTER
BED ELV. 602
3:1 SLOPE
TOP OF BERM
ELV. 604
CROSS SECTION
NOTES:
1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION.
2. CONSULT ENGINEER / LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
3. CHECK VALVE (PROFLO PF42853) SHOULD BE ADDED TO UNDERDRAIN
AND ORIENTED SO BACKFLOW FROM STREAM IS PREVENTED.
4. ONCE CONSTRUCTED, PROTECT BIOFILTER WITH SEDIMENT FENCE AND
HAY BALES.
BIOFILTER
N.T.S.
CLEAN-OUT W/
WATERTIGHT CAP (TYP)
50% SAND/ 30% TOP
SOIU 20% LEAF MULCH
SAND 0.02' -0.04' ASTM
C-33 FINE)
6' SCHEDULE 40
PERFORATED PIPE
01% MIN TO STONE
PROVIDE ACROSS ENTIRE
WIDTH 20 FT O.C.
NEEDLE - PUNCHED
NON -WOVEN
GEOTEXTILE FILTER FABRIC
LINING ENTIRE BIOFILTER
08 OR #78 CLEAN- WASHED
DAYLIGHT
57 CLEAN - WASHED STONE
8 or #78
CLEAN- WASHED
STONE
SECTION -LID Workshop- CUlpeper SON and Water Conservation District
WATER LEVEL
801.50
6" HIGHER
THAN BED
ELEVATION
RAINGARDEN 0' WIDE X 0.5' HIGH
BED ELV. 601 RECTANGULAR OUTLET
STABILIZED NTH
TOP ELV gROyypN
1H GHTER i rl, f \ . R.l t B 3 9 `t it .I f, RIPRAP OF D50= 3"
NEEDLE - PUNCHED
C-33 CONSTRUCTION NOW WOVEN
SAND TILLED INTO
LI
EOTEXTILE FILTER
NING ENTIRE BIOFILTER
FABR
SOIL (OPTIONAL)
D $57 CLEAN - WASHED
N.T.S. STONE
NOTES:
1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION.
2. CONSULT ENGINEER / LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
3. RAINGARDEN TO BE CONSTRUCTED ONLY AFTER SITE HAS BEEN STABILIZED TO THE SATISFACTION OF THE ALBEMARLE
COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR.
N.T.S.
RAIN GARDEN pp446
SECTION N.T.S.
are not to be reproduced, changed, or copied in any for m or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd.
STANDARD 15 "ADS
DROP INLET
WITH SILT FENCE
DROP INLET
PROTECTION
3.0'
15" HDPE
OUTLET PIPE
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434 . 977 . 1 194
www.mckeecarson.com
NIS I I I1n OF,
i
ppbed B. MWZ9
LiM n8
ONAL "
REFERENCES:
NORTH RIDGE SITE PLAN
SDP -2006 - 001301:
IMMONS GROUP
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
Z c
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d• 0 N 0 0
Z 0 U W
LU a-
U = N
W z w L dS
O J U J
Z = -m w
Q WLU
U
W
1:
W J
f- -
W z
0
REVISIONS
10 -03-08: COUNTY COMMENTS
11 -24-08: COUNTY COMMENTS
12- 09-08: COUNTY COMMENTS
DESIGNED BKT
CHECKED RBM
SCALE AS SHOWN
DATE 08/11/08
PROJECT 0810
SHEET NUMBER
OF 14
TEMPORARY SEDIMENT TRAP DIMENSIONS
TEMPORARY SEDIMENT TRAP DIMENSIONS
W= 3'
DETAIL
N.T.S.
FILL SLOPE SECTION
SOIL STABILIZATION MATS SHOULD
BE INSTALLED VERTICALLY
DOWNSLOPE FOR BEST RESULTS.
10 `
x
V S.
Z S
Y '
TOE
MAINTAIN SLOPE ANGLE
SLOPE LINING
WET SLOPE)
TREATMENT -2
POLYPROPELYENE
NON -WOVEN
NEEDLE PUNCHED)
GEOTEXTILE FILTER
TREATMENTI 2) F4 P
T OF
SOILS
SLOPE LINING
DRY SLOPE)
NOTE: SLOPE SURFACE
SHALL BE SMOOTH
AND FREE OF
ROCKS, LUMPS OF
DIRT GRASS AND
STICkS. MAT SHALL
BE PLACED FLAT
ON SURFACE FOR
PROPER SOIL
CONTACT.
4'
4 2'
L
DIRT SHALL BE
TAMPERED PRIOR
TO LAYING TOP
LAP OVER
BERM
TRENCH INTO BERM AND
PROGRESS DOWNSLOPE
TOP OF
CUT SLOPE
Tr
2'
TREATMENT -2
BOTTOM OF
FILL SLOPE
BOTTOM OF
CUT SLOPE
BOTTOM OF OR SHOULDER
CUT SLOPE BREAK POINT
SOURCE: VDOT ROAD AND BRIDGE STANDARDS
SOIL STABILIZATION MATTING SLOPE INSTALLATION)..,
DETAIL
BIOFILTER
BED ELV. 602
3:1 SLOPE
TOP OF BERM
ELV. 604
CROSS SECTION
NOTES:
1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION.
2. CONSULT ENGINEER / LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
3. CHECK VALVE (PROFLO PF42853) SHOULD BE ADDED TO UNDERDRAIN
AND ORIENTED SO BACKFLOW FROM STREAM IS PREVENTED.
4. ONCE CONSTRUCTED, PROTECT BIOFILTER WITH SEDIMENT FENCE AND
HAY BALES.
BIOFILTER
N.T.S.
CLEAN-OUT W/
WATERTIGHT CAP (TYP)
50% SAND/ 30% TOP
SOIU 20% LEAF MULCH
SAND 0.02' -0.04' ASTM
C-33 FINE)
6' SCHEDULE 40
PERFORATED PIPE
01% MIN TO STONE
PROVIDE ACROSS ENTIRE
WIDTH 20 FT O.C.
NEEDLE - PUNCHED
NON -WOVEN
GEOTEXTILE FILTER FABRIC
LINING ENTIRE BIOFILTER
08 OR #78 CLEAN- WASHED
DAYLIGHT
57 CLEAN - WASHED STONE
8 or #78
CLEAN- WASHED
STONE
SECTION -LID Workshop- CUlpeper SON and Water Conservation District
WATER LEVEL
801.50
6" HIGHER
THAN BED
ELEVATION
RAINGARDEN 0' WIDE X 0.5' HIGH
BED ELV. 601 RECTANGULAR OUTLET
STABILIZED NTH
TOP ELV gROyypN
1H GHTER i rl, f \ . R.l t B 3 9 `t it .I f, RIPRAP OF D50= 3"
NEEDLE - PUNCHED
C-33 CONSTRUCTION NOW WOVEN
SAND TILLED INTO
LI
EOTEXTILE FILTER
NING ENTIRE BIOFILTER
FABR
SOIL (OPTIONAL)
D $57 CLEAN - WASHED
N.T.S. STONE
NOTES:
1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION.
2. CONSULT ENGINEER / LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
3. RAINGARDEN TO BE CONSTRUCTED ONLY AFTER SITE HAS BEEN STABILIZED TO THE SATISFACTION OF THE ALBEMARLE
COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR.
N.T.S.
RAIN GARDEN pp446
SECTION N.T.S.
are not to be reproduced, changed, or copied in any for m or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd.
STANDARD 15 "ADS
DROP INLET
WITH SILT FENCE
DROP INLET
PROTECTION
3.0'
15" HDPE
OUTLET PIPE
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434 . 977 . 1 194
www.mckeecarson.com
NIS I I I1n OF,
i
ppbed B. MWZ9
LiM n8
ONAL "
REFERENCES:
NORTH RIDGE SITE PLAN
SDP -2006 - 001301:
IMMONS GROUP
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
Z c
0 z
l cn
Ill J
Q Q0
U_ w
Q U_ 0
Q
U
cn
O W
a U .- 0
Z ,o Q 0) z
Q
0
0
J
J W
m Q } J
Q ~- c ILL
d• 0 N 0 0
Z 0 U W
LU a-
U = N
W z w L dS
O J U J
Z = -m w
Q WLU
U
W
1:
W J
f- -
W z
0
REVISIONS
10 -03-08: COUNTY COMMENTS
11 -24-08: COUNTY COMMENTS
12- 09-08: COUNTY COMMENTS
DESIGNED BKT
CHECKED RBM
SCALE AS SHOWN
DATE 08/11/08
PROJECT 0810
SHEET NUMBER
OF 14
TEMPORARY SEDIMENT TRAP DIMENSIONS
TEMPORARY SEDIMENT TRAP DIMENSIONS
SLOPE LINING
DRY SLOPE)
NOTE: SLOPE SURFACE
SHALL BE SMOOTH
AND FREE OF
ROCKS, LUMPS OF
DIRT GRASS AND
STICkS. MAT SHALL
BE PLACED FLAT
ON SURFACE FOR
PROPER SOIL
CONTACT.
4'
4 2'
L
DIRT SHALL BE
TAMPERED PRIOR
TO LAYING TOP
LAP OVER
BERM
TRENCH INTO BERM AND
PROGRESS DOWNSLOPE
TOP OF
CUT SLOPE
Tr
2'
TREATMENT -2
BOTTOM OF
FILL SLOPE
BOTTOM OF
CUT SLOPE
BOTTOM OF OR SHOULDER
CUT SLOPE BREAK POINT
SOURCE: VDOT ROAD AND BRIDGE STANDARDS
SOIL STABILIZATION MATTING SLOPE INSTALLATION)..,
DETAIL
BIOFILTER
BED ELV. 602
3:1 SLOPE
TOP OF BERM
ELV. 604
CROSS SECTION
NOTES:
1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION.
2. CONSULT ENGINEER / LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
3. CHECK VALVE (PROFLO PF42853) SHOULD BE ADDED TO UNDERDRAIN
AND ORIENTED SO BACKFLOW FROM STREAM IS PREVENTED.
4. ONCE CONSTRUCTED, PROTECT BIOFILTER WITH SEDIMENT FENCE AND
HAY BALES.
BIOFILTER
N.T.S.
CLEAN-OUT W/
WATERTIGHT CAP (TYP)
50% SAND/ 30% TOP
SOIU 20% LEAF MULCH
SAND 0.02' -0.04' ASTM
C-33 FINE)
6' SCHEDULE 40
PERFORATED PIPE
01% MIN TO STONE
PROVIDE ACROSS ENTIRE
WIDTH 20 FT O.C.
NEEDLE - PUNCHED
NON -WOVEN
GEOTEXTILE FILTER FABRIC
LINING ENTIRE BIOFILTER
08 OR #78 CLEAN- WASHED
DAYLIGHT
57 CLEAN - WASHED STONE
8 or #78
CLEAN- WASHED
STONE
SECTION -LID Workshop- CUlpeper SON and Water Conservation District
WATER LEVEL
801.50
6" HIGHER
THAN BED
ELEVATION
RAINGARDEN 0' WIDE X 0.5' HIGH
BED ELV. 601 RECTANGULAR OUTLET
STABILIZED NTH
TOP ELV gROyypN
1H GHTER i rl, f \ . R.l t B 3 9 `t it .I f, RIPRAP OF D50= 3"
NEEDLE - PUNCHED
C-33 CONSTRUCTION NOWWOVEN
SAND TILLED INTO
LI
EOTEXTILE FILTER
NING ENTIRE BIOFILTER
FABR
SOIL (OPTIONAL)
D $57 CLEAN - WASHED
N.T.S. STONE
NOTES:
1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION.
2. CONSULT ENGINEER / LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
3. RAINGARDEN TO BE CONSTRUCTED ONLY AFTER SITE HAS BEEN STABILIZED TO THE SATISFACTION OF THE ALBEMARLE
COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR.
N.T.S.
RAIN GARDEN pp446
SECTION N.T.S.
are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd.
STANDARD 15 "ADS
DROP INLET
WITH SILT FENCE
DROP INLET
PROTECTION
3.0'
15" HDPE
OUTLET PIPE
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434 . 977 . 1 194
www.mckeecarson.com
NISIII1n OF,
i
ppbed B. MWZ9
LiM n8
ONAL "
REFERENCES:
NORTH RIDGE SITE PLAN
SDP -2006 - 001301:
IMMONS GROUP
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
Z c
0 z
l cn
Ill J
Q Q0
U_ w
Q U_ 0
Q
U
cn
O W
a U .- 0
Z ,o Q 0) z
Q
0
0
J
J W
m Q } J
Q ~- c ILL
d• 0 N 0 0
Z 0 U W
LU a-
U = N
W z w L dS
O J U J
Z = -m w
Q WLU
U
W
1:
W J
f- -
W z
0
REVISIONS
10 -03-08: COUNTY COMMENTS
11 -24-08: COUNTY COMMENTS
12- 09-08: COUNTY COMMENTS
DESIGNED BKT
CHECKED RBM
SCALE AS SHOWN
DATE 08/11/08
PROJECT 0810
SHEET NUMBER
OF 14
TEMPORARY SEDIMENT TRAP DIMENSIONS
TEMPORARY SEDIMENT TRAP DIMENSIONS
REVISIONS
10 -03-08: COUNTY COMMENTS
11 -24-08: COUNTY COMMENTS
12- 09-08: COUNTY COMMENTS
DESIGNED BKT
CHECKED RBM
SCALE AS SHOWN
DATE 08/11/08
PROJECT 0810
SHEET NUMBER
OF 14
TEMPORARY SEDIMENT TRAP DIMENSIONS
TEMPORARY SEDIMENT TRAP DIMENSIONS
SHEET NUMBER
OF 14
TEMPORARY SEDIMENT TRAP DIMENSIONS
TEMPORARY SEDIMENT TRAP DIMENSIONS
REFER TO TREE
STAKING DETAIL.
ADD MULCH OVERTOP OF
ROOTBALUAND PLANTING PIT
LIMITS, BEGINNING AT NO MORE
THAN 1" DEPTH NEAR TRUNK AND
TAPERING UP TO A DEPTH OF
3" AT PLANTING PIT LIMITS,
THEN TAPER TO PROPOSED
FINISHED GRADE. KEEP MULCH
CLEAR OF ROOT COLLAR.
Il'
3X II` MIN.
N
1' I X
MINI lY1 I
ROOT COLLAR SHALL BE
EXPOSED AND FREE OF
SOIL. SET TOP OF
ROOTBALL LEVEL WITH
OR SLIGHTLY ABOVE
SURROUNDING GRADE.
BACKFILL TO TERMINATE
AT TOP OUTSIDE LIMITS OF
ROOTBALL.
ROOTBALL PIT
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING.
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
Lo.001 B TREE PLANTING
SECTION N.T.S. 12 SECTION N.T.S
TREE GUYING DETAIL CONSISTS
OF 2 GUYS,SET 12V AROUND
PLANT PIT ON "UPHILL" SIDE
REFER TO TREE
STAKING DETAIL
COMPACT EXCAVATED SOIL
TO FORM ROOTBALL PIT
ON DOWNHILL SIDE OF TREE
TRENCH EDGE AROUND
ENTIRE AREA TO BE
MULCHED
ROOTBALL
REFER TO ROOTBALL PIT
DETAIL
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT
TREE PLANTING ON SLOPE
12 SECTION N.T.S.
is
2 "x6" TREATED S.Y.P. NAILER,
LET IN TO POST FOR FLUSH
FIT, THREE EACH PANEL, TYP.,
MAX. SPAN 12'
1 "x6" WOODEN VERTICAL PICKET, TYP.
6X6" TREATED SOUTHERN
YELLOW PINE POST
STAIN ALL WOODEN SURFACES DARK GREY,
2 COATS MIN., SUBMIT STAIN SAMPLES TO
L.A. FOR APPROVAL PRIOR TO APPLICATION
1 "x 6" HORIZONTAL BAND BOARD
1"x 6" HORIZONTAL BAND BOARD
4
to
PLAN /SECTION
2W'x1 /4" GALVINLZED STEEL ANGLE FRAME,
2) COATS BLACK ENAMEL ALL STEEL COMPONENTS
WELD HINGE STRAP TO FRAME,
MOUNT PENDLE IN FACE OF POST
6X6" TREATED SOUTHERN
YELLOW PINE POST
FRAME
1 "x6" WOODEN CROSS PIECE
1"x6" WOODEN VERTICAL PICKET, TYP.
STAIN ALL WOODEN SURFACES DARK GREY,
2 COATS MIN., SUBMIT STAIN SAMPLES TO
LA. FOR APPROVAL PRIOR TO APPLICATION
STEEL DROP ROD, BOTH GATES, PAINTED BLACK
1"x 6" HORIZONTAL BAND BOARD
DUMPSTER ENCLOSURE PANEL ri DUMPSTER ENCLOSURE GATE
ELEVATION N.T.S. 12 ELEVATION N.T.S.
n and FWd Snort Concepts, Ltd. reserve their common law copyright and other property rights in these drawbos. AN ideas, designs, sections, detak, and plans are the property of McKee Corson and Field Sport Concepts, Ltd. Tim
6 . TRENCH EDGE AROUND
ENTIRE AREA TO BE
MIN. MULCHED
DISTANCE FROM
FRONT OF BED
UNLESS OTHER
SPECIMEN SHRUB
AS SPECIFIED ON
DRAWINGS)
NOTES:
1. SET SHRUB PLUMB PRIOR TO STAKING.
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD
AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER
THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING.
4. IMMEDIATELY SOAK PLANT WITH WATER.
5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY
RELATE TO THIS INSTALLATION.
REFER TO TREE
STAKING DETAIL
TRENCH EDGE AROUND
ENTIRE AREA TO BE
MULCHED
REFER TO ROOTBALL PIT
DETAIL
OPTION A: VERTICAL STAKING -
VERTICAL OAK STAKES TO BE
PLACED OUTSIDE LIMITS OF
TREE PIT. 2 STAKES AND GUYS
PER TREE. SET STAKES 190"
AROUND PLANT PIT. ATTACH
WITH 'ARBORTW OR EQIVALENT
WOVEN STRAPPING TIED IN
SLACK LOOP AT TRUNK AND
PULLED SLIGHTLY TAUT TO
STAKE.
OPTION B: DIAGONAL STAKING -
FOR EVERGREENS ONLY)
1- OAK STAKE ATTACHED
AT TRUNK WITH SLACK LOOP
OF'ARBORTIE' OR EQUIVALENT.
STAKE TO BE DRIVEN INTO
UNDISTURBED SOIL OUTSIDE
LIMITS OF PLANTING PIT.
OPTION C: GUY STAKING -
3 STAKES AND GUYS PER
TREE. 3-18" MIN.
OAK STAKES SET BELOW
GRADE. STAKES TO BE
SET IN UNDISTURBED SOIL;
SET STAKES 120^ AROUND
PLANT PIT. ATTACH WITH
ARBORTIE OR EQUIVALENT
WOVEN STRAPPING IN
SLACK LOOP AT TRUNK
AND PULLED SLIGHTLY
TAUT TO STAKE.
NOTES:
1. TREES TO BE STAKED ONLY WHEN APPROVED BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO
NOTIFY THE LANDSCAPE ARCHITECT OF CONDITIONS THAT NECESSITATE STAKING OR THAT
COMPROMISE PLANT SURVIVABILITY AND/OR CONTRACTOR'S WARRANTY.
2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE INCURRED DURING
PLANTING PROCESS.
TREE STAKING OPTIONS
SECTION N.T.S.
WISE SPECIFIED) ROW
c
12" SPACING
IL
O
r, 'TAPER SIDES OF PIT.
SCARIFY TO LOOSEN
ROOTBALL SOIL.
Illy
Q
1 ACKFILL WITH CULTIVATED,
CUT AWAY ALL WIRE BASKETS ORIGINAL SOIL FROM PLANT
AND/OR NON - BIODEGRADABLE PIT EXCAVATION IF LOOSE. IF
ROOTBALL WRAPPING AFTER EXCAVATED MATERIAL IS NOT
FINAL TREE PLACEMENT.LOOSE, SUBSTITUTE WITH
BURLAP ROOTBALL WRAPPING APPROVED TOPSOIL MATERIAL.
TO BE UNTIED FROM TRUNK COMPACT BACKFILL IN LIFTS
AND CUT AWAY TO A POINT BY FOOT. WATER THROUGHLY
AT LEAST 1/2 DISTANCE DOWN AT 1/2 DEPTH TO SETTLE SOIL.
ROOTBALL.
ROOTBALL TO BE SET ON UNDISTURBED
SOIL UNLESS HARDPAN IS PRESENT. IF
HARDPAN IS PRESENT, SCARIFY BASE
OF PLANT PIT. BREAK THROUGH AND
LOOSEN ALL HARDPAN (REMOVE AS
Z
NECESSARY TO FACILITATE DRAINAGE).
U
Q
RETURN EXCAVATED MATERIAL TO
J
PLANT PIT AND COMPACT.
NOTES:
1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT
AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN
TERMS OF PLANT SURVIVABILITY OR WARRANTY.
0-
2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE INCURRED DURING
PLANTING PROCESS.
ROOTBALL PIT
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING.
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
Lo.001 B TREE PLANTING
SECTION N.T.S. 12 SECTION N.T.S
TREE GUYING DETAIL CONSISTS
OF 2 GUYS,SET 12V AROUND
PLANT PIT ON "UPHILL" SIDE
REFER TO TREE
STAKING DETAIL
COMPACT EXCAVATED SOIL
TO FORM ROOTBALL PIT
ON DOWNHILL SIDE OF TREE
TRENCH EDGE AROUND
ENTIRE AREA TO BE
MULCHED
ROOTBALL
REFER TO ROOTBALL PIT
DETAIL
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT
TREE PLANTING ON SLOPE
12 SECTION N.T.S.
is
2 "x6" TREATED S.Y.P. NAILER,
LET IN TO POST FOR FLUSH
FIT, THREE EACH PANEL, TYP.,
MAX. SPAN 12'
1 "x6" WOODEN VERTICAL PICKET, TYP.
6X6" TREATED SOUTHERN
YELLOW PINE POST
STAIN ALL WOODEN SURFACES DARK GREY,
2 COATS MIN., SUBMIT STAIN SAMPLES TO
L.A. FOR APPROVAL PRIOR TO APPLICATION
1 "x 6" HORIZONTAL BAND BOARD
1"x 6" HORIZONTAL BAND BOARD
4
to
PLAN /SECTION
2W'x1 /4" GALVINLZED STEEL ANGLE FRAME,
2) COATS BLACK ENAMEL ALL STEEL COMPONENTS
WELD HINGE STRAP TO FRAME,
MOUNT PENDLE IN FACE OF POST
6X6" TREATED SOUTHERN
YELLOW PINE POST
FRAME
1 "x6" WOODEN CROSS PIECE
1"x6" WOODEN VERTICAL PICKET, TYP.
STAIN ALL WOODEN SURFACES DARK GREY,
2 COATS MIN., SUBMIT STAIN SAMPLES TO
LA. FOR APPROVAL PRIOR TO APPLICATION
STEEL DROP ROD, BOTH GATES, PAINTED BLACK
1"x 6" HORIZONTAL BAND BOARD
DUMPSTER ENCLOSURE PANEL ri DUMPSTER ENCLOSURE GATE
ELEVATION N.T.S. 12 ELEVATION N.T.S.
n and FWd Snort Concepts, Ltd. reserve their common law copyright and other property rights in these drawbos. AN ideas, designs, sections, detak, and plans are the property of McKee Corson and Field Sport Concepts, Ltd. Tim
6 . TRENCH EDGE AROUND
ENTIRE AREA TO BE
MIN. MULCHED
DISTANCE FROM
FRONT OF BED
UNLESS OTHER
SPECIMEN SHRUB
AS SPECIFIED ON
DRAWINGS)
NOTES:
1. SET SHRUB PLUMB PRIOR TO STAKING.
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD
AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER
THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING.
4. IMMEDIATELY SOAK PLANT WITH WATER.
5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY
RELATE TO THIS INSTALLATION.
REFER TO TREE
STAKING DETAIL
TRENCH EDGE AROUND
ENTIRE AREA TO BE
MULCHED
REFER TO ROOTBALL PIT
DETAIL
OPTION A: VERTICAL STAKING -
VERTICAL OAK STAKES TO BE
PLACED OUTSIDE LIMITS OF
TREE PIT. 2 STAKES AND GUYS
PER TREE. SET STAKES 190"
AROUND PLANT PIT. ATTACH
WITH 'ARBORTW OR EQIVALENT
WOVEN STRAPPING TIED IN
SLACK LOOP AT TRUNK AND
PULLED SLIGHTLY TAUT TO
STAKE.
OPTION B: DIAGONAL STAKING -
FOR EVERGREENS ONLY)
1- OAK STAKE ATTACHED
AT TRUNK WITH SLACK LOOP
OF'ARBORTIE' OR EQUIVALENT.
STAKE TO BE DRIVEN INTO
UNDISTURBED SOIL OUTSIDE
LIMITS OF PLANTING PIT.
OPTION C: GUY STAKING -
3 STAKES AND GUYS PER
TREE. 3-18" MIN.
OAK STAKES SET BELOW
GRADE. STAKES TO BE
SET IN UNDISTURBED SOIL;
SET STAKES 120^ AROUND
PLANT PIT. ATTACH WITH
ARBORTIE OR EQUIVALENT
WOVEN STRAPPING IN
SLACK LOOP AT TRUNK
AND PULLED SLIGHTLY
TAUT TO STAKE.
NOTES:
1. TREES TO BE STAKED ONLY WHEN APPROVED BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO
NOTIFY THE LANDSCAPE ARCHITECT OF CONDITIONS THAT NECESSITATE STAKING OR THAT
COMPROMISE PLANT SURVIVABILITY AND/OR CONTRACTOR'S WARRANTY.
2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE INCURRED DURING
PLANTING PROCESS.
TREE STAKING OPTIONS
SECTION N.T.S.
WISE SPECIFIED) ROW
c
12" SPACING
IL
O
ROOTBALL
1
Illy
Q
CL
u-
O.C. SPACING
Q
avi
V
Z
a
O
U
Q J
O Q
Q
m
0-0-
W
a C w
BED WIDTH
O 0
N
REFER TO ROOTBALL PIT
DETAIL
A
12
SHRU PLANTING
SECTION
CROWN BED IN
CENTER TO PROVIDE PERENNIAL SOIL MIX
POSITIVE DRAINAGE 12" O.C. (AS SPECIFIED)
TYP. SPACING TRENCH EDGE; TYP.
ASSPECILED) )
FINISHED GRADE
UNDISTURBED
SUBGRADE
NOTE:
A FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "SEASONAL COLOR,
12
BULBS AND PERENNIAL PLANTING SEQUENCE" NOTES.
Mw PERENNIAL / ANNUAL BED PLANTING LO-006
N or copma In any Corm or manner wnatsoever, nor are
BREAK THROUGH ANY
EXISTING "HARDPAN"
AND REMOVE TO
PROVIDE GOOD
PERCOLATION AND
POSITIVE DRAINAGE
N.T.S.
any
TOPSOIL:
1. TOPSOIL SHALL BE FERTILE, GRANULAR FRIABLE LOAM, FREE OF STONES OR OTHERDEBRISLARGERTHAN1112" DIA. AND i&jOUS WEEDS OR WEED SEED. LOAM SOILS SWILL
HAVE A CLAY CONTENT BETWEEN 15 -27%, USDA TEXTURAL CLASSIFICATIONS: LOAM, SANDY
LOAM
t
SILT
LANDS
PH SHALL BETWETOINNDn IT SOIL SAMPLE AND SOIL
PLANTING SOIL MIX:
1. THE LANDSCAPE CONTRACTOR SWILL FURNISH ALL TOPSOIL AND PLANTING SOIL MIX.
MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. [REFER TO SPECIFICATION
SECTION 02923, OR NOTE 1 ABOVE, FOR TOPSOIL REQUIREMENTS).
2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS IN CONTIGUOUS PLANTING
BEDS (NOT INDIVIDUAL PLANTING HOLES) SHALL CONSIST OF THE FOLLOWING UNLESS
OTHERWISE INDICATED ON THE DRAWINGS.
PLANTING SOIL MIX BY VOLUME:
80% TOPSOIL AS SPECIFIED UNDER NOTE 1 TOPSOIL'
20% FULLY COMPOSTED ORGANIC MATTER FREE OF VIABLE WEED SEED, HEAVY
METALS, AND EXCESSIVE LEVELS OF NUTRIENTS AND/OR SALTS.
SLOW RELEASE COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT
LIME AS RECOMMENDED INSOIL1000 SQ FEET
SITE PREPARATION:
1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING
ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBBING OF EXISTING VEGETATION,
CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS DEAD PLANTS, TREES 14NCH CALIPERORLESSANDALLOTHERPLANTMATERIALNOTNOTEDTOBESAVED. SAVE AND EXCEPT
SPECIMENTS OR GROUPINGS SPECIFICALLY IDENTIFIED IN THE FIELD BY THE LANDSCAPE
ARCHITECT FOR PRESERVATION.
2. CONTACT THE LANDSCAPE ARCHITECT PRIOR TO CLEARING AND GRUBBING TO VERIFY
MATERIAL SUBJECT FOR REMOVAL.
SOIL PREPARATION- TREE SHRUB PERENNIAL GROUNDCOVER ANNUAL PLANTING BEDS:
WHERE EXISTING SOILS ARE DETERMINED TO BE ADEQUATE BY THE LANDSCAPE ARCHTITECT-
1. REMOVE EXISTING VEGETATION TO A DEPTH SUFFICIENT TO PREVENT REGROWTH.
2. CREATE V -DITCH BED EDGE AS INDICATED IN DRAWINGS OR AS DIRECTED BY LA
3. ROTOTILL BED AREAS TO A MINIMUM DEPTH OF 6". REMOVE DEBRIS GREATER THAN
1 112" IN DIAMETER OR LENGTH.
4. SPREAD 2" FULLY COMPOSTED ORGANIC MATTER THROUGH OUT PLANTING BED.
EVENLY APPLY ORGANIC OR SLOW RELEASE FERTILIZER AS INDICATED BY SOIL
TEST, 1 LB. NITROGEN PER 1,000 SQUARE FEET. ROTOTILL AMENDMENTS INTO TOP 4" SOIL.
S. RAKE BED SMOOTH, ASSURING POSITIVE DRAINAGE TO PERIMETER. MULCH AS
SPECIFIED. WATER THOROUGHLY AFTER PLANTING.
WHERE EXISTING SOILS ARE DETERMINED TO BE INADEQUATE BY THE LANDSCAPE ARCHTITECT-
1. WHERE SUBSOILS ARE PRESENT OR WHERE EXISTING TOPSOIL IS DETERMINED TO BE
INADEQUATE FOR PLANT GROWTH, EXCAVATE BED AREAS TO A MINIMUM DEPTH OF
6" BELOW FINISH GRADE. ROTOTILL REMAINING SUBSOIL TO A MINIMUM DEPTH OF 6 ".
RAKE SMOOTH AND SLOPE GRADE TOWARD BED PERIMETER.
2. ADD 3" SOIL MIX AS SPECIFIED ABOVE AND ROTOTILL TO MIX WITH CULTIVATED SUBSOIL.
LIGHTLY COMPACT, AND ADD ADDITIONAL SOIL TO ACHIEVE FINISH GRADE. ENSURE
POSITIVE SURFACE DRAINAGE TO PERIMETER OF THE BED.
3. CREATE V -DITCH BED EDGE AS INDICATED IN DRAWINGS OR AS DIRECTED BY LA.
4. RAKE BED SMOOTH, ASSURING POSITIVE DRAINAGE TO PERIMETER. MULCH AS
SPECIFIED. WATER THOROUGHLY AFTER PLANTING.
COMPACTED SUBSOILS:
1. WHERE SUBSOILS ARE COMPACTED TO A LEVEL THAT WILL INHIBIT ROOT GROWTH AND/OR
INFILTRATION OF WATER THROUGH THE SOIL PROFILE, CONTRACTOR SHALL FRACTURE
SOILS WITH A RIPPER OR SIMILAR DEVICE TO A MINIMUM DEPTH OF 1'4", 2' O.C. BOTH WAYS.
2. NOTIFY THE LANDSCAPE ARCHITECT IF SEVERLY COMPACTED SOILS ARE PRESENT. ADDITIONAL
MEASURES MAY BE REQUIRED TO ENSURE ADEQUATE DRAINAGE AND SUBSOIL CONDITIONS.
BULB PLANTINGS:
1. PREPARE PLANTING BED AS SPECIFIED ABOVE. SUBSTITUTE A HIGH - PHOSPHORUS COMMERCIAL
FERTILIZER INTENDED FOR USE WITH BULBS AT MANUFACTURER'S RECOMMENDED RATE. ADD A
SMALL AMOUNT OF FERTILIZER TO THE BOTTOM OF EACH PLANTING HOLE PRIOR TO PLACING BULB.
2. PLANT BULBS AS SPECIFED BELOW AND AT INDICATED SPACING SHOWN ON PLANS.
AS A GENERAL RULE OF THUMB, SET BULBS 2.5X DEEPER THAN THIER DIAMETER.
FOR EX. BULB DEPTH
2.5 x BULB DIA. BELOW FINISH GRADE)
CROCUS 3-4"
MUSCARI 34"
TULIPS 44r
HYACINTHS 44"
DAFFODILS 6-8"
1 SUPPLEMENTAL LANDSCAPE NOTE
express
oflrs{zoot 66-
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434 . 977 . 1 194
www.mckeecarson.com
Q . EUGENE
ti,TH Op
K. RYANG H
ATErte. 1194
SC
REFERENCES:
NORTH RIDGE SITE PLAN
SDP - 2008 - 00130`:
IMMONS GROUP
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
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REVISIONS
10- 03-08: COUNTY COMMENTS
11 -24-08: COUNTY COMMENTS
DESIGNED BM
CHECKED RBM
SCALE
DATE
PROJECT
SHEET NUMBER
NTS
08/11/08
0810
OF 14
ELA LIGHTING COMPANY, INC.rojecr
17891 _T renih Avenue
Line current
Cit al'Industry, C4 91748
Primary Amps)
Web: 1vlvly, ela- lighting. com
E- mail, infigi4ela- lighting.comr
Start/Operating voltage watts factor N Line V = Lamp lumens
120 2.50/4.00
Luminaire
FIXTURE: K56- S- R- SAR- 250M1H -MT -COLOR WATTAGE:
HiD - 169, tae. 173POLE: P3059 - 12• - COLOR
A4 LUST
1.2512.00 110 455 90+ t10% = 610%
Mill (Metal H4111W
1.10/1.75
IMPS (High Pressure Soditttn)
480
PL (Compact Fhmrescent)
225
TLS (Pulse Start)
VOL TAGE•
SF Slrgls ftru 12% 2n, 3111
PLS (Pelss Start)
120, 209, 240 and 277 (Multi -Tap)V AGF-
SOCKET.'lik 301111, 240 and 277 0AVIS -1ap)
MH - (Medlin n Bate Ptxeelain)IIOClR7!MC - (Mogul Basepomalsin)
Ill Lea
OPTICS.AeG - t(Mopd Haste PmeWes)TYPE 2 PG ST 3
TM 2 PG ST 3
TYPE 3 PG ST 5
TYPS 3 FG ST 3
TYPE 5 PG HOR 3
TYPS S PSG HOR 3DIFFUSER.
AlfrlvACGL - (Clear Ohm)
WIG - to em I Clow GIs")
RCG - (Bktvele i Clear Glass)
OGL - ((opal Gum)
FGLIndili•d Glass)
OGL - (Opal Glass)
I FGL - (F?OftdGlaes)
OTHU spKI
CAC - (Clear Acrylic)
pause
FAC - (Frosted Acrylic)
Clow Polpa*oomft
OTHER (Pleat Special, )
cLaaEs
II Clear Acrylic
i I Clear Polycsrbonate
WSM DRS "a des**,$
Opal Potyarbotnte
WA (While)` YL (YOOV Ofen),
POWDER COATFINISHES:
M
MN (Midnight), DIN (Darn Bronze),
DC (Dealt01neou)I, or
WH (White), VL (i Green),
i NR (Natural RusseII GV (Gri v),
PNOTONIETRKS i LAYOUTS
I "
y .DG ( Dark Green), or
4VAaAaLE UPON REQUEST• -d
J.ELA lSP
Cu rOM (Specify')
FIXTUR4 OPTICS WArrAG
A0 %'1 BALLAST
MH
VOLTAGE
MT
COLOR OP770NS
P3059 SEE END CATALOGfpez3
This pot dtllct sad all its cow Aarlli7eAseAlfoA / jkp••sra shad ba U,L. Usaisd.
131011:1,1113111601,111
CAN TO FWW. 1- SM423.691
WEIR Detailed" wale
ELALI
SPECIFICATIONS:A „Aatericorr Trladilon Since
112 IES type if aay+owebid
1929.
CapobttklssSerord To
NO " t '
HOUSING:ELECTRICAL:WARRANTY:
The K56 is a architectural t3altests are High Power Fad•1 -Yar Manut'ach7rcr's
PET NEMAtAkNookPE (27716)
designed ftxure made Or for (1IPF). Soclets are Meal warrant%Orhrr bfueriafsSuchAs
cast aluminum corrDsion resistant or Mogul Base 411 Rated.
R58 IES typo V equate bar
ahoy.TESTING:Copper Bursa. Sianfw steel
9 Opel" live -up ballast 1111A 2111111. 110.
This procim -t and all its mom-
portents shall be U.L. Listed.
we Wks guard
4wd lmtr.4n llbo.Inallakie.
SR2 IES typo it asyetaaseica 277,4WA
100M' 705 RPD_ Round wattage PD277o8ram
Call Tall Free: I- 500-423 -6'561
SR3 IES Ill ageaslelrie0 10 Cones teeny for waxow wasson.
11 r arw is required When two or stars
150W 1005
Fas:1.426- 965 -9494
LIGHTING DETAILS - -OG -1
SIMILAR PRODUCT MAY BE SUBSTITUTED WITH OWNER/ARCHITECT APPROVAL.
ALL FIXTURES /COMPONENTS TO MATCH PROPOSED AT LONG TERM ACUTE HOSPITAL.
KAD 400M Arm - mounted Soft Square Cutoff
Coo ficientof Utilization
inidel FootcoWles
KAD R2 Test no. 1193083101
COEFFICIENT OF UTILIZATION
0 .1 .2 .3 A .5 .6
2
t '
ti
v N
0
1
5
t
2. L2
0.0. 2 I
2
o.,
s
I
0 1 2 3 4 5 6
40OW Metal Halide lamp, 32,000 rated lumens,
Footcandle values based on 3(r mounting height,
Distribution Type 11, cutoff.
KAD R4 Test no. 1191110101
COEFFICIENT OF UTIMTION
3 .4 .5 .6
tE
a S
2
3
4
0 1 2 3 4 5 6
40OW Metal Halide lamp, 32,000 rated lumens,
Footcandle values based on 30' mounting Might,
Distribution Type IV, cutoff.
010064,
I -01`
4''iil
MEN. -
40DW Metal Halide lamp, 32AOO rated lumens,
Footcandle values based on 30' mounting height,
Distribution Type III, cutoff.
KAD R4HS Test no. 1192061101
COEFFICIENT OF UTILIZATION
0 .1 .2 .3 A .5 .62
1 59
0
1 LL
2 1
3 £
a
4
0 1 2 3 4 5 6
RAU 11177 Test no. 1193111901
COEFFICIENT OF UTILIZATION
0 .1 .2 .3 .4 .5 .6
t T12 =
wl>tyaaaaaawaaaaaae eaaaet-
0N gin ,
S61A
t
40OW Metal Halide lamp, 32,000 rated lumens,
Footcandle values based on 30' mounting height,
Distribution Type IV, cutoff.
Electrical Characteristics
KAD 4 00 HS Ts aPON LPI UG
17891 Arenth Avenue
Line current Primary
Primary Amps)dropout Input Power Regulation
Wattage /ballast voltage Start/Operating voltage watts factor N Line V = Lamp lumens
120 2.50/4.00 55
400CWA 208 1.45/2.30 95
Peak -lead 240 1.2512.00 110 455 90+ t10% = 610%
Autotransformer 277 1.10/1.75 125
480 7311.00 225
Tested to current IES and NEMA standards under stabilized laboratory conditions. Various operating factors can
cause differences between laboratory data and actual field measurements. Dimensions and specifications on this
sheet are based on the most current available date and are subject to change without notes.
NOTES:
1 Photometric data for other distributions can be accessed from www.lithonia.com
40OW Metal Halide lamp, 32,000 rated lumens.
Footcandle values based on 30' mounting height,
Distribution Type V, cutoff.
Mounting Height Correetien Factor
Multiply the fc level by the correction factor)
1.44
35 ft. -0.73
40 ft. -56
ExesWng Mounting eight 1 Correction Factor
m g
I L /THO/V /4 L /GMT //VG ® L1tbDni. Li
mow ostdew
A %4 alrNyBranas C017P&V One Lithoni way, Conyers, GA 30012
Phone: 770.922 -9000 Fax:770.91B•1209
Sheet (f KAD -M -S 0 2007 Acuity Brands Lighting, Inc., Rev. 1/30/08 www.lithonle.eom
LIGHTING DETAILS --OD -2
SIMILAR PRODUCT MAY BE SUBSTITUTED WITH OWNER/ARCHITECT APPROVAL.
ALL FIXTURES /COMPONENTS TO MATCH PROPOSED AT LONG TERM ACUTE HOSPITAL.
ELA LIGMTNG CY Afft^ ING
KAD 4 00 HS Ts aPON LPI UG
17891 Arenth Avenue
111
01) Oflil9iAn r CA 91748
pF -1
Web: yvww ela-hgh1I can
tMukiWYdm •klwetbYttreoorreaNOnfaaorl
E-mail. - iaj6 (tla- 110fiing.com
bents loss Ispstaeeebrat, b oolod, alem flora that Y felt' poker/ "I - fit - slbrdar
s!}A; '_y{, la y .KK«,...1 ,•iYYNyN
r R,, 22 sw2"ASrra./T'!
40 ft. -.56
KADPolreeurpowderedws
Options
LUIT&Wiir
to srr IIATTAGa
r
in fildure
BA L1.P!
1111 (mew iWi&)li UPS (tfigh Pre MM Sodiom)
201 we- Sgs•te a r sent
FL (COeaperat phwr"ceea)
SF Slrgls ftru 12% 2n, 3111
PLS (Pelss Start)
V AGF-
rrrssoersc lik 301111, 240 and 277 0AVIS -1ap)
Cwt Constant
IIOClR7!
1
Ill Lea
JOW 400W
AeG - t(Mopd Haste PmeWes)
se- - -atT.a ctt.Aas I=TM 2 PG ST 3
1 ifM °r 'TYPS 3 FG ST 3
sv 1 er TYPS S PSG HOR 3
I AlfrlvA
WIG - to em I Clow GIs")oia4 L74rr
No U Ws OGL - ((opal Gum)
FGLIndili•d Glass)i VAC • (C1 wAuVra)
for 17a-4111IM earlielatla tMWKdtrlbwanaaada dwAbpuleewttWbet gkmbgy;
OTHU spKI
1 112' YALLASTASaY pause
Clow Polpa*oomft
cope -mwod and 788% 1sewW4bsrd.
Opal Illsbc-le-eas
bresse
R CQ4iT f
A7.1 RfT AL.00i6'pliiQS 1 (Mjd4(4 DS(Disik BrsagalFAUC 'aL MAT-BLACK
WSM DRS "a des**,$11188 while
WA (While)` YL (YOOV Ofen),
oosketiar t7 W sod above, With comer aloy,nkkN'pletsd seriew ohslfaed castle menace
Ul8ar11lOAN,8llp1.
MR 04saig al Russell GY (Gn4r
DC (Dealt01neou)I, or
BhNt
Cuf ollill (Sped*)
JrV"M on= Altf7'ACE lt4LirL7f t+ rAm MM primm
WMtlt: 17-1/7'(44.5 cm)
L4554 H(M 173 I1fH Mr SM STATE OF VA SEE EM OFALOG
J.ELA lSP
r.
tq. iawpl I . .
Iha?A
HOMING. 11ILSITRICAL. NUIRRANTY:Mss LASS is a aoiaiaiwnral ShIlaw are Hid Pam Foe- I-Ysr NawA6gmw sdosi*eed from tasde of for soof0au ass. Aisd.
X-000c4*ae"U&MOd21P
mma
wret+nrycatcialluvowtllraooftatlli!on tensom or11 Bow 41CV Rand.
s01As'Afadsrtale $w*As
alley. TSR7<1N[3 OWP•S Pass. siewerr Shad
This pot dtllct sad all its cow Aarlli7eAseAlfoA / jkp••sra shad ba U,L. Usaisd.
131011:1,1113111601,111
CAN TO FWW. 1- SM423.691
WEIR Detailed" wale
FAX:1dL26. 9166 -9494
LIGHTING DETAILS - -OG -1
SIMILAR PRODUCT MAY BE SUBSTITUTED NTH OWNER/ARCHITECT APPROVAL.
ALL FIXTURES /COMPONENTS TO MATCH PROPOSED AT LONG TERM ACUTE HOSPITAL.
IA L17WVJVIA LIOAMMAW
Ew
FEATURES & SPECi WATIM
Carlep Member
KAD 4 00 HS Ts aPON LPI UG
16"111
keotImm ouarads POLE pF -1
INraN UK
2) KAD 400M SR3 SPD04 SF
Notes
1de6 for prang won. men Soft vm km" wad sar ter.
Example: KAD 40OM 8378 SPOO4 LPI
i
floupol ,*-rAK soft comer aluminum hati tgvAWrnowitolwall tlNdmas .ilia -cat data
tMukiWYdm •klwetbYttreoorreaNOnfaaorl
Soft S,tt n LI*WnbentslossIspstaeeebrat, b oolod, alem flora that Y felt' poker/ "I - fit - slbrdar
Wntsge Voltage Moumiag
NIICOIIe.
3omd3eandad fblleh let dock Mertta (GDS) fkasft. vellh sale wahltewurM
40 ft. -.56
KADPolreeurpowderedws
Options
KAB 1ltttl High
available.
Artolked, shallow hysdornred rela0wm IES too suede #Atfxjdora FdOwi morkL Rt
lWm*)in fildure
sheet we lasted of to soft Comm sealabee M see ate ablest to skmp UMM adoise:
lealyeattesfel M paned thew) post nos %*AWO ao WAMbwyeab11. laplOVW% rands
balwa
iAnodized, aluminum hydralormed reflectors: IES full cutoff distributions R2 (asymmetric), R3
201 we- Sgs•te a r sent
artediod, segnarasd abwt11rw rsleern IE8 suet elaoff MoshletiolteaR2 (wyRex.akL ens
SF Slrgls ftru 12% 2n, 3111
asymmetric), R4 (forward throw) and R5S (square) are interchangeable. High- performance
7a AII'
7w
ATAL HAL10E
tasyameyki end aim ( fattened tbtow, sharp GUNM. sageawd reflectors etta A whit
Cwt Constant OF Dollble.fut•20s,24e410t
1
Ill Lea
JOW 400WrolesiTsonesrdarerentabletied' tllbrebosie"
I'!PD_ AgDna is rm PD Paawr I"
ttLaacnrcALarafea
15OW t1i1W
tool -less fasteners and are rotatable and interchangeable.
347
Pdb
i2 TeamWBIlW11
teaser wo reaota m, high polo er f Nrtaaorrfor70 -INW. Constant vgs amuss"Wmor
Fntsh'7
200W =
U
Q
70W 400W
for 17a-4111IM earlielatla tMWKdtrlbwanaaada dwAbpuleewttWbet gkmbgy;
photocontrall
20't0 35' MountingsupertaAtltpales -sort bgso ngleYdel for 211111 37MN and 3OW (S6YVA op8on{. Bakst is
1r WWD_ Wood
or
cope -mwod and 788% 1sewW4bsrd.EPA: 1.2t
bresse
super CWA pulse-start ballast required for 2WW, 32OW and 35OW (SCWA option)_ Ballast is
Q
socket Pore", borkwlak sr11trrd anadlrw bns socks tdr78 -19$W and NOW boo Weight; 36.9 eta Iwn ko)
WSM DRS "a des**,$11188 while
goosketiart7Wsodabove, With comer aloy,nkkN'pletsd seriew ohslfaed castle menace
Ul8ar11lOAN,8llp1.Lo1 17-112" (44.5 cut)
puls WTB Terminal wiring Necks BhNt
7
t8.1 cm)
tA1w WMtlt: 17-1/7'(44.5 cm)
Sam its mouse-side ohieid
s
uL Uaeed prsrdard. CSA CwWad Jam Optional. OL flow for 2rc Ambient amd wat
bOalfem. 11 in IfC
Depth: 7 118.1 am)lmealaccordaanwl8tsuedwdBpiyVephtqconrigttredinr'" Ir
Spaelkaaoas subject to chwtp wirers notice.example below,r0.2 end (445 em)
ORIIEIIl1116 INFORMADW Far ahoroast sad full , F.W& M ptlbflu@t Wing slotalltnd qdm wont is bald„
2) KAD 400M SR3 SPD04 SF
Notes Type
Example: KAD 40OM 8378 SPOO4 LPI
rII
coNsymucr10N
Rugged, die -cast, soh comer aluminum housing with 0.12` nominal wall thickness. Die -cast door
tMukiWYdm •klwetbYttreoorreaNOnfaaorl
eft Sq LISMhomehimpact - resistant, tampered, glass lens that is fully gsskand with one -piece tubular
Wntsge Voltage Moumiag Ballast
40 ft. -.56
MD
Lamp"Options
KAB 1ltttl High
available.
126 IYaa 1.41110 lWm*)in fildure
sheet we lasted of to soft Comm sealabee M see ate ablest to skmp UMM adoise:
LPI Lastpbalwa
iAnodized, aluminum hydralormed reflectors: IES full cutoff distributions R2 (asymmetric), R3
201 we- Sgs•te a r sent
U-
SF Slrgls ftru 12% 2n, 3111
asymmetric), R4 (forward throw) and R5S (square) are interchangeable. High- performance
7a AII'
7w
LL
Q
2107 e0e 03 from Cwt Constant OF Dollble.fut•20s,24e410t
1
Ill Lea
jow
METAL HALIDE
I'!PD_ AgDna is rm PD Paawr I"tslap
15OW t1i1W
tool -less fasteners and are rotatable and interchangeable.
347
Pdb
i2 TeamWBIlW11
isolated PER iMalfA fwiat -look recap-
tack only (no Fntsh'7
200W =
U
Q
460 bracket M photocontrall blank) M
21M1 41111 1r WWD_ Wood
or SCWA Supe DRS Querfz restrike sosile a bresse
super CWA pulse-start ballast required for 2WW, 32OW and 35OW (SCWA option)_ Ballast is
Q
TBV7 pole
wldl c A WSM DRS "a des**,$11188 whileWillisMow,puls WTB Terminal wiring Necks BhNt3SK4
o
DA012P Degree arm Sam its mouse-side ohieid B fRedlslns
p
Utz ballast CSA CSA Certified
0 M
UL Listed Istandard). CSA Certified (see Options). UL listed for 25% ambient and wet Depth: 7.1/8' (18.1 cm)
DADI2WB Degree arm
iwat)s
NOTE:SCWAbsiM
muotb issleotedto
X17
PEi N9 -lock PE 1120,moww131011:1,1113111601,111
10.2 cm) (44.5
WEIR Detailed" wale
ORDERING INFORMATION For shortest lead times, configure product using standard options (s is bold).
a(awiallat
112 IES type if aay+owebid breaks CoblvplyGb7rrlleTf1le20 PE3 NEMA hsatatdock PE 047VI
PE4 MEMA No94ock PE (400V)
Is KMA Meat arm
external filter
meblhaaM
rapdeliotwSCWA PET NEMAtAkNookPE (27716)
i ; Wattage
M IES Ilfisrreafd KTale Twin amend it OWMeybongwrad eeR for PER
installed in fixture
R58 IES typo V equate bar OtWwrotaba'
repld *MLConmb
ptionA111sVaL1daVOYartdalguard
ralloars 9 Opel" live -up ballast 1111A 2111111. 110.wells dbodtaa.we Wks guard
Double fuse 208, 240, 480
SR2 IES typo it asyetaaseica 277,4WA
100M' 705 RPD_ Round wattage PD277o8ram
WI
SR3 IES Ill ageaslelrie0 10 Cones teeny for waxow wasson.
11 r arw is required When two or stars
150W 1005
Ca.raN 4wa, tFEO
4 bwe ekAs -taw
SR4SC IES type IV forward throw luwineiri s are adorned on a W
t 15052
w hvaM64x>
drilkp pattern.
480 bracket photocontrol)blank) Dark
NOTES:12 Ship asparately.
Quartz restrike system's
Acc awriag
250M
1 Not available whh SCWA.
2 11et tveaaMs with 4108.
13 AvsaeMowkh SPD04 and SP006.
14 Must specify voltage. WA with TO.
DWH While
Oran x aAate cwalee
23050HZIO
wall
pulse WTB
3 )4ot awlasWs weh TsV.18 oak eve1"V ftlt sA%sal, a,Sl1WE Teewt MesRlltfas aflsatlw Number er hUMI
DAD12P Degree arm start HS
4 MasatbetrdandtoftW fA.opooa Tenon D.O. One Two*!! Tyt0010* T ree01'TM Four4'S60'
5 Reduced iaelme On required. far 1a Max ObwaW ' wattage 119"1 Ieebrdad.2 -aipr T20 T20 7 21 T SIE'726 988 T29 4NNW& VA snd M4SC apdas.
e meowoiee dteM available.
17 May be ordsrad as an acsaanry.
18 sea wwallameia,doelfar*abm far 2 725.780 T25 T2g 216 T25 726.300ie 725 400
7 lMt specify CM for use in Corrals.additl" saw ep"i, .4* 796.190 T3ti -2a T3a -280 T35-$0 TX-W T35-411111111131
8 0~ anmbl - op leapt 11126, M,is MM be spdRed.s aT gust
R3 IES type IN asysrwWdcs PE7externalfitterregulations. SCWA NEMA twist -lock PE (277V)
240, ZW in Cenadc l2D. 27'1, 39M.20 Must use 11PON KADWG Wire guard
R5S IES type V square rsgulatlona.Conaufl VG
Otllltdaar
Segmented reflectors 9 Optional five -tap ballast (120, 208, 240, local authorities. WG
Shah & KAi•M•s AL -370
LIGHTING DETAILS - -OF -1
SIMILAR PRODUCT MAY BE SUBSTITUTED WITH OWNER/ARCHITECT APPROVAL.
ALL FIXTURES /COMPONENTS TO MATCH PROPOSED AT LONG TERM ACUTE HOSPITAL.
A t.1mamm L/GHT/NGe
FEATURES & SPECIFICATIONS
Catalog Number
2) KAD 400M SR3 SPD04 SF
Notes Type
UVA -LTACH 100-2
LIGHTING DETAILS - -OD -2
SIMILAR PRODUCT MAY BE SUBSTITUTED WITH OWNER/ARCHITECT APPROVAL.
ALL FIXTURES /COMPONENTS TO MATCH PROPOSED AT LONG TERM ACUTE HOSPITAL.
KAD 400M Arm- mounted Soft Square Cutoff
c.114HcI.atofL1tlt17taaios
in" ous.afl1
KAD R2 Test no. 1 t99A001 KAD R3 Test no. t19zo(ien
COSFICofr OF U nLOA710N COEFFICIENT OF UTILIZATION
0 .1 .2 9 .4 .6 .a 0 .1 .2 .3 A S b
1
1 '0
0
5
2.
1 r .0 ! 5 i
r .
e Z a
a1
4
O 1 2 3 4 5 O
4OW. Metal Halide leas, 32AW rabd'kwmm6 4NN flea Fl" lamp, s4M.roud'Imwmts,
FoaawWb vebws based oa 3o' mounting height, I FaftwAle values, bred in 38' waRNlerg height,ohnial Lion Typo ill, cnesn. Okebtutlea Typo lei, cutoe:
1 I I
M _
f N
AN MEN
t
4wwkwwlioi lewp,3zomrattykmwem
F=Icendle values beets on a0' laoolalrtp Might,
Distribution Type IV, culeff.
KAD NHS Test no. 1192061101
CBEPr1cIEHE OF of ka2AltoN
Q .1 2 .3 A .5 e
0
Ideal for parking areas, street lighting, walkways and car lots.
coNsymucr10N
Rugged, die -cast, soh comer aluminum housing with 0.12` nominal wall thickness. Die -cast door
tMukiWYdm •klwetbYttreoorreaNOnfaaorl
eft Sq LISMhomehimpact - resistant, tampered, glass lens that is fully gsskand with one -piece tubular
11
96 ft - o'
FOISH
40 ft. -.56
MDStandardfinishisdarkbronze (0081 polyester powder finch, with other architectural colors
4
2E1tMci"
available.
Correction Factor
intsw wwwwo ""Mpentdillerencesbaaseanlebore" does and actual %M n=mremam. ounionf"s and speafnoatlem on this
O"WALSYMM
sheet we lasted of to soft Comm sealabee M see ate ablest to skmp UMM adoise:
iAnodized, aluminum hydralormed reflectors: IES full cutoff distributions R2 (asymmetric), R3
U-
asymmetric), R4 (forward throw) and R5S (square) are interchangeable. High- performance
LL
Q
anodized, segmented aluminum reflectors IES full cutoff distributions S112lasymmetric), SR3
Q
1 METAL HALIDE
asymmetric) and S1114SC (forward throw, sharp cutoff). Segmented reflectors such with
N
70W -40OWtool -less fasteners and are rotatable and interchangeable.
C
Z
ELECTRWALSYSTEM
U
Q
HIGH PRESSURE SODIUM
Ballast: High reactance, high power factor for 70 -IWW. Constant wattage sutotransformer 70W-40OW
for 175400W. Metal halide 15OW and below are standard with pulse - start ignitor technology; Spscilicsfi0 20 to 35' Mounting
super CWA pulse-start ballast required for 2WW, 32OW and 35OW (SCWA option)_ Ballast is
Q
copper -wound and 10091 factory- tested. EPA: 1.2 ft.'
Socket: Porcelain, horizontally oriented medium base socket for 70-15OW and mogul base 'Weight: 35.9 Ibs (16.28 kg)
I—C
7-1/8"socket for 175W and above, with copper alloy, niclal- plated screw shell and center contact.Length: 17 -1/2 (44,5 cm)
o
F
0
18.1 cm)UL listed 1500W,BWV.
USTWO Width: 17 -IIT (44.5 cm)
p U
H 0 M
UL Listed Istandard). CSA Certified (see Options). UL listed for 25% ambient and wet Depth: 7.1/8' (18.1 cm)I
locations. IP65 rated in accordance with standard IEC 529 'Weight as configured in I -4 " 17.1/2
W
M
Specifications subject to change without notice. example below.10.2 cm) (44.5 cm)
ORDERING INFORMATION For shortest lead times, configure product using standard options (s is bold).
Example: KAD 400M R3 TB SPD04 LPI
KAD 40ON SR3 277 SPD04 SF
Ij.l
Voltage Mounting Ballast
WLU
Lamp"i ; Wattage Options
KAD Metal High
halide pressure
120 IYAt Length" (blank) M Shjpoed
bell"
installed in fixture LPI Le"
208 SPD_ Square 04 r arm SF Single fuse 120, 277, 347V"
1:
7D11 SD708 240' P °If 05 6"arm CWI Constant OF Double fuse 208, 240, 480 LAP Lea
100M' 705 RPD_ Round wattage PD277o8ram Power tray lamp150W1005p0isolatedPER
347 VVgD_ Wall 12 17'arm NEMA twist -lock recap-Finish t
t 15052 tacle Only (no
2DOM 4 250S 480 bracket photocontrol)blank) Dark
400$Tee WWD_ Wood ORSSCWA Quartz restrike system's bronn
250M TBVO pole or CWA QRSTO ORS time delay'o.,s DWH While
320M4 23050HZIO
wall
pulse WTB Terminal wiring block1S DBl Bleak
35OM DAD12P Degree arm start HS House -side shield
DMB Modltas
40011A pole) ballast CSA CSA Certified
DADI2WB Degree arm NOTE: SCWA ballast Shipped tie erp t9v DNA NapralF_ Distribution (wall) mustbesebctedto PE1 NEMA twist -lock PE (120,ahnitinwa
Hydroformed WBA Decorative well complyvvith'I/OV)reflectors
bracket' CaliforniaTitle20 PE3 NEMA twist-lock PE (347V)
R2 IES type II asymmetric PE4
KMA Mast arm metalholide NEMA twist -lock PE (48OV)
R3 IES type IN asysrwWdcs PE7externalfitterregulations. SCWA NEMA twist -lock PE (277V)
R4 IES orward SCoy° IV f KTM8 Twin mounting also maybe required
bar tomeetotherstates'
Shortening cap for PER
option
R5S IES type V square rsgulatlona.Conaufl VG Venda!' guard
Segmented reflectors 9 Optional five -tap ballast (120, 208, 240, local authorities. WG Wire guard
SR2 IES type II asymmetric• 277,411 FRIENDLY
6 to CSR3IESaIIIasymmetric . 6 onsult factory for available wattages.typ 11 9" arm is required when two or more
co" LEED' gosh
d Gwen Globes' tiler.
SR4SC IES type IV forward throw luminaires are oriented on a 90'I ' tmtodw- "s r
drilling pattern.
NOTES: 12 Ships separately.Accessories
1 Not available with SCWA. 13 Available with SPDO4 and SPDO9. Order as sop Me catalog number.2 Not available with 460V. 14 Muyt specify voltage. N/A with TB. Toesm Mounting SRfiffer3NotavailablewithTBV. 15 Onl available with SR2, SR3, 8 SR4SC Number of fixtures
4 Must be ordered with SCWA. optics. Tenon O.D. One Two ®180* Two09O* Three 0120* Three41f90* Four ®90*
5 Reduced jacket ED28 required for 16 Max allowable wattage lamp included. 2.3/8" 720.190 TZO -280 T20 -290t T20 -320 T20 -390 T20 -490SR2, SR3 and SR4SC optics. 17 May be ordered as an accessory. 2 T25 725 - 260 725 - 29020 725 - 320 T25 725 - 480208Must 'sp ci
shield
fy CWI foorr use n Canada, add
18
additional col options.
See ww options. tars for 4' T35 -190 T35-280 735-290 T35 -3207Must ' specify in ol T35.390 T35 -490
8 Optional muNi -tap ballast (120, 208, It Must be specified. KA Vandal guard
240.27N; in Canada: 120,277,347V). 20 Must use RPD09 KADWG Wire guard
Outdoor Sheet # KAD -M -S AL -370
LIGHTING DETAILS - -OD -2
SIMILAR PRODUCT MAY BE SUBSTITUTED WITH OWNER/ARCHITECT APPROVAL.
ALL FIXTURES /COMPONENTS TO MATCH PROPOSED AT LONG TERM ACUTE HOSPITAL.
KAD 400M Arm- mounted Soft Square Cutoff
c.114HcI.atofL1tlt17taaios
in" ous.afl1
KAD R2 Test no. 1 t99A001 KAD R3 Test no. t19zo(ien
COSFICofr OF U nLOA710N COEFFICIENT OF UTILIZATION
0 .1 .2 9 .4 .6 .a 0 .1 .2 .3 A S b
1
1 '0
0
5
2.
1 r .0 ! 5 i
r .
e Z a
a1
4
O 1 2 3 4 5 O
4OW. Metal Halide leas, 32AW rabd'kwmm6 4NN flea Fl" lamp, s4M.roud'Imwmts,
FoaawWb vebws based oa 3o' mounting height, I FaftwAle values, bred in 38' waRNlerg height,ohnial Lion Typo ill, cnesn. Okebtutlea Typo lei, cutoe:
1 I I
M _
f N
AN MEN
t
4wwkwwlioi lewp,3zomrattykmwem
F=Icendle values beets on a0' laoolalrtp Might,
Distribution Type IV, culeff.
KAD NHS Test no. 1192061101
CBEPr1cIEHE OF of ka2AltoN
Q .1 2 .3 A .5 e
r ONE
O .
4pgfg Maesl}ISflaless, StAOarobd klmena,
Fobsendle Yokeee band on 3r mounting heipkt
DhtrlerlOW Typo Ile, Aloe.
11 ORION
am. 6l1A
ill ® -
40081/ f4olal t(aOde less, 32,080 raged lamsans,
Faeteaeek values booed on: 3F a otmer i. height:
Distribution Typo Y, cui
Elaetrilsal Charaobrlaides
0
1
Now" H1wi Cgsegti•a FscMr
Welttsgs/bdlast vohaga Slsrt/Opnting vokaga watts factor 1 %) Una V Lounp bunions tMukiWYdm •klwetbYttreoorreaNOnfaaorl
z
26 ft. - 1.44
11
96 ft - o'
3
40 ft. -.56
e,
4
2E1tMci"
8
Correction Factor
intsw wwwwo ""M
r ONE
O .
4pgfg Maesl}ISflaless, StAOarobd klmena,
Fobsendle Yokeee band on 3r mounting heipkt
DhtrlerlOW Typo Ile, Aloe.
11 ORION
am. 6l1A
ill ® -
40081/ f4olal t(aOde less, 32,080 raged lamsans,
Faeteaeek values booed on: 3F a otmer i. height:
Distribution Typo Y, cui
Elaetrilsal Charaobrlaides
Line current Primary
Primary (Atop) dropout laptit Power Raguletiea Now" H1wi Cgsegti•a FscMr
Welttsgs/bdlast vohaga Slsrt/Opnting vokaga watts factor 1 %) Una V Lounp bunions tMukiWYdm •klwetbYttreoorreaNOnfaaorl
120 2.a04A 5E 26 ft. - 1.44
400CWA 206 1.45/2,30 95 96 ft - o'
Peak -lead 240 1.2562.00 Ito 455 90+ t10% - t10%40 ft. -.56
Autotransfortnar 277 1.1061.75 125
ate 781Tm 225 2E1tMci"
Tented to arnrt ll$ turd frFJW%Wndw& Uedw 20sli111sd Ia MWM cottalaoma„ VwwA OPI•+tiae kKUs can.Correction Factor
intsw wwwwo ""Mpentdillerencesbaaseanlebore" does and actual %M n=mremam. ounionf"s and speafnoatlem on this
sheet we lasted of to soft Comm sealabee M see ate ablest to skmp UMM adoise:
NOTES:
PI -in is der top outer skoil tilers can be oaseesad iron wwvt Adwrde mom.
low
A/7WAam.4 "Aa"wy a L 4
awi..eAnqAad4trarliatCaPMVOralAMtds Way, Canyons, GA 30012
Sb"it KM>t-iL -$ Phw» W04924= Fa r7704MI206
o.2aal Aeaaw BrookifgMiep bow Bwl 1JBgAa vaevaWpaniaswer
LIGHTING DETAILS - -OF -1
SIMILAR PRODUCT MAY BE SUBSTITUTED WITH OWNER/ARCHITECT APPROVAL.
ALL FIXTURES /COMPONENTS TO MATCH PROPOSED AT LONG TERM ACUTE HOSPITAL.
ollsfzat'
reserve their common law copyngnt ana other property rights in muse drawings. Al ideas, desiam, sections, details, and plans are the property of McKee Carson and Field Sport Conceots, Ltd. These Mans are 0 any torm or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express pern*ston and consent of either McKee Cmon Or
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434. 977 . 1 194
www.mckeecarson.com
REFERENCES:
NORTH RIDGE SITE PLAN
SDP - 2008-001301:
MMONS GROUP
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
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REVISIONS
1043 -08: COUNTY COMMENTS
11 -2408: COUNTY COMMENTS
DESIGNED
CHECKED
SCALE
DATE
PROJECT
SHEET NUMBER
ICS (OTHERS)
RBM
08/11/08
1: e
OF 14
McKEECARSON
I L /T/S/ON /A LL?/5rT/NG'
FEATURES & SPECIFICATIONS
CONSTNKMII
Weldable- grade, hot - rolled, comma rcial-quatity carbon steel tubing with a
minimum yield of 55,000 psi (11- 9auge), 50,000 psi P- pausal. Uniform well
thickness of .125" or .181. Shafts are one -piece with a longitudinal electric
resistance weld. Uniformly square in cross - section with flat sides, small
corner radii and excellent torsion. Available shaft widths are 4, 5' and 6 ".
Anchor base is fabricated from hot -rolled carbon steel plate that meets or
exceeds a minimum yield strength of 38,000 psi. The anchor base is provided
with slotted holes. Base cover is finished to match pole.
A handhola having nominal dimensions of 3' x 5" for all shafts. Included is a
cover with attachment screws.
Top cap provided with all drill -mount poles.
Fasteners are high- strength galvanized zinc - plated or stainless steel.
FW M - Dark bronze (DD81 polyester powder standard. Other architec-
tural colors available. See www.lfthonia.condarchcolors.
iM11N01N6 - A nut holder located immediately inside the handhole rim is
provided (ground bolt and nut provided by others).
ANCON MOLTS - Top portion of anchor bolt is galvanized per ASTM A -153.
Made of steel rod having a minimum yield strength of 55,000 psi.
Coal" Number
SSS 25 4G DM 19
Notes Type
UVA LTACH OC
Anciler Sm roles
SSS
SO.UARE =WONT STEEL
ORDERING INFORMATION Lead times will very depending on options selected. Consult with your sales representative.
Example: SSS 20 5C DM19 DDB
SSS 25 413 011019
Shaft type Nominal shaft Nominal shaft base size/ Mounting' Options Fini :h'
SSS length well thickness Tenon Mountino Shfeaed inaoaed BOB Dark bronze
10 -3e feet (Set back page.) PT Open top LIAB Lou anchor bons WM white
see back page.) T20 2.3/1'0.D.12'NPSI W Vibration damper OR Black
T25 2.11WO.D.12 -1/2' TP Temper proof nee Medium bronze
NPs) Hxx liorizomal arm bracket DIM Natural aluminum
T30 3.1/2'O.D.(3'NPSI 0 fixturer•s OALV 6elvenized finish
T35 4'0.D.(3- 1/2'NPS) FDLxx Festoon outlet less
D[ltl MouatiD92 electrical°
Me I at 9r FGLxx Festoon 6FI outlet less
olectrical
DMM 2 at 180° 12CPxx 1/2" coupling
DM30PL 2 at 180' with one
side plugged 34CPxz 3/4" Coupling'
DM2B 2 at 90' 1CPxx 1' coupling"
DM31 3 at 90' 12NPxx 1/2' threaded nipples
OW 4 at 80' 34NPxx 3/4' threaded nipple
AfRisinuffiflDrillilliguoilloill 1NPxx I' threaded nipple
DWMS 1 at 90' Hlbox Extra handholer•s
NOTES:
DM21AS 2 at 110"
1 When ordering a
2M
non mounting and drill mounting for the same
DMS 2 at 90
pole, follow this exsmplo: DM28/T20. The combination requires an DMNAS 3 at 90'
extra handhels, DMIIAS 4it90 ' HANDHOLE ORIENTATION
2 The drilling template to be used for a particular luminaire depends Amts Suaosnd Drill Mountina C
on the luminaire that is used. Refer to the Technical Date Section DMIMST_ 1 at 10
of the Outdoor Binder for Drilling Templates. DM29AST_ 2 at 110
3 Insert'1' or'7 to designate fixture size; e.g. DMIUST2. OM29AST_ 2 at 00
4 Specify location and orfantadon when ordering option. OhOUST_ 3 at 90 D . - - 8
For Ist'x': Specify the height in feet above bass of pole, DM411AST_ 4 at 90
Example: Or - 5 and 20h . 20 OMDriveMyna
NFor2nd 'x': Specify orientation from handhola (A,B,C,D) DMMR 00T- 1 at
Rehr to the Hommols Orientation diagram on this page. DM79s4RT- 2 at 110 A
5 Horizontal arm is 1C x 2.3/1' D.D. tenon standard. DM29MRT_ 2 at 90' Hendhole
8 Combination of tenon -top and drill mount requires extra handhola. DM3IMRT_ 3 at 90'
7 Additional colors available, see www.lkhonia.com/srchcolors. DMOMRT_ 4 at 90'
Powder finish standard.
Outdoor Sleet t reN -SSS PL -320
POLE DET
CUT SHEET
OCTAGONALEXPOSED
CONCRETE BASE
BELOW GRADE
CONCRETE
FOOTING
LAMPPOST SECURED TO CONCRETE
BASE NTH GALVANIZED BREAK -AVAY
ANCHOR BOLTS AS REQUIRED BY
MANUFACTURER (MIN OF 4, 5A r' DU. x
18" LONG)
PLAN
INSTALL NUTS TO SECURE BOLTS PER
MANUFACTURER INSTRUCTIONS
REINFORCING: (4) $8 VW 83 TIES
N 12" O.C. (EXCEPT A 3" FOR
TOP 2 TIES)
FINISHED GRADE
06 GROUND
z
SCHEDULE 40 PVC
3/4" X 10'-0" GROUND
ROD (COPPER CLAD STEEL
OR COPPER)
FOOTING DESIGN TO BE
VERIFIED BY CONSULTANT
FOR ACTUAL SOIL
CONDTIONS
SECTIOWELEVATION
CAST IRON LIGHT FIXTURE
EDGEWATER FIXTURE
METAL HALIDE LAMP
D=d + 2"
d
ACCESS PANEL
FOR ELECTRICAL
CONNECTION
lV
r
CONCRETE BASE ON
D+( DIA.
COMPACTED SUBGRADE
MIN. 24" DIA.)
DETAIL SW -1; 2004 N.T.S.
SSS Square Straight Steel Poles
TECHNICAL INFORMATION
Bolt
i Z ME
Anchor Warehouse Template
RIGID GALVIN12ED `Z
CONDUIT
Square
Catalog
Number
I Nominal
shaft
lore feet
I
1 Pole Shaft
Sizeinxinx
wall
Thickness
inches
CONCRETE BASE ON
D+( DIA.
COMPACTED SUBGRADE
MIN. 24" DIA.)
DETAIL SW -1; 2004 N.T.S.
SSS Square Straight Steel Poles
TECHNICAL INFORMATION
Bolt son Base Anchor Warehouse Template
EPA (M) with 13 gust
Circle Projection Square
Catalog
Number
I Nominal
shaft
lore feet
I
1 Pole Shaft
Sizeinxinx
wall
Thickness
inches Gauge
ID
mph
Max.
weight
90
mph
Max.
weight
1110
mph
Max.
wolight
Bolt Circle
inches)
Bolt Size
in.x in. xin.)
Approximate
ship weight
founds
SSS Is 4C 10 4.0 x 10.0 0.125 1 11 30A 785 23.8 585 18.9 473 B- -9 3/4 x 16 x 3 75
Sts 12 4C 12 4.0 x 12.0 0.125 11 24.41 610 18.8 470 14.8 370 8--9 3/4 x 18 x 3 90
SSS 14 4C 14 4.0 x 14.0 0.125 11 its 418 15.1 378 11.7 293 8--9 3/4 x 18 x 3 100
SSS 15 4C 16 4.0 x 16.0 0.125 11 15.9 398 111.6 295 8.9 223 8--9 3/4 x 18 x 3 115
SSS 11 4C 18 4.0 x 18.0 0.125 11 12.6 315 19.2 230 6.7 188 8--9 3/4 x 18 x 3 125
SSS 31 4C 20 I 4.0 x 20.0 0.125 1 11 9.8 240 6.7 167 4.5 150 8--9 3/4 x 18 x 3 140
111=1111140 20 4.0 x 20.0 0.188 7 16.5 415 12.25 310 9.3 240 84 3/4 x 3D x 3 198
SSS ! 9C 20 5.0 x 20.0 0.125 11 17.7 443 121 343 9.4 235 10 - -12 1 x 36 x 4 185
SSS >a 90 20 5.0 x 20.0 DAN 7 26.1 703 21.4 535 18.2 j 405 10- -12 1 x 36 x 4 265
SSS 26 4C 25 4.0 x 25.0 0.125 11 4.8 150 1.6 100 1.0 50 8--9 3/4 x 18 x 3 170
Sit 25 40 25 4.0 x 25.0 DAN 7 10.8 270 7.7 188 5.4 135 8--9 3/4 x 30 x 3 245
SSS S 9C 25 5.0 x 25.0 0.125 1 11 9.8 245 6.3 157 3.7 150 10- -12 x 36 x 4 225
SSS 25 90 25 5.0 x 25.0 0.188 7 18.0 350 12.6 350 9.0 250 10 - -12 1 x 36 x 4 320
SSS M 40 30 4.0 x 30.0 0.186 7 8.4 180 4.0 100 2.3 58 8 - -9 3/4 x 30 x 3 295
SSS 318 x 30 5.0 x 30.0 f 0.125 11 4.7 150 2.0 50 10- -12 1 x 36 x 4 265
SSS 3160 30 5.0 x 30.0 0.188 7 10.7 267 6.7 167 3.9 100 10 - -12 1 x 36 x 4 380
SSS 7f1 OO 30 6.0 x 30.0 0.188 7 15.7 392 10.2 257 8.4 180 11 - -13 1 z 36 x 4 520
SSS 315 50 35 5.0 x 35.0 0.188 7 5.9 150 2.5 100 10- -12 1 x 36 x 4 440
Sit X OO 35 t 6.0 x 35.0 0.188 7 9.5 237 5.0 150 1.8 50 11 - -13 1 x 36 x 4 540
SSS M Ni 39 6.0 x 39.0 0.188 7 5.1 128 1.3 33 11 - -13 1 x 36 x 4 605
A
9
f
BASE DETAIL
VAR
1 B'
Shaft Bolt son Base Anchor Warehouse Template
Base Circle Projection Square Bolt Anchor Boil Number
Size A 8 C Description Description
CC 8 -1/2"2- 3/4' -4'8'ABSSS -4C A818 -0 PJ50004
4'G 8 -112'2- 3/4' -4"8'ABSSS-4G AB30 -0 PJ60004
5"10' -12"3- 3/8'4"11"ABSSS-5 A836 -0 PJ50010
6'11' - 13"3 - 318 " -4'12 -1/2" ABSSS-6 AB36 -0 PJ50011
IMPORTANT INUALLATION NOTE&-
Do sot erect poles without having fixtures installed.
Factory- supplied templates must be used when setting anchor bolts. Lithonia will not
accept claim for incorrect anchorage placement due to failure to use factory
template.
If poles are stored outside, e9 protective wrapping must be removed immediately to
prevent finish damage.
Lithonia is not responsible for the foundation design.
Installation requires grout to be pecked under base to ensure full contact with
foundation.
BMMAW
These specifications ere intended for general purposes only. Lithonia reserves the
right to change material or design, without prior notice, in a continuing effort to
upgrade its products.
aT/SrON /.4 /G/YTJNO` e
Oaadeer
An Conn& r One Lithordo Way, Conyers, 6A 30012
Phone: 770- 122 -IM Fax: 770-91 $4 209
Sbeec t role -SSS 019M Acuity Brands Lighting, Inc., Nov. 12127/07 www.litho"is.com
POLE DETAILS
CUT SHEET
111e ' , " eel ilk a ' •'.- #T:L '• r:.• f:.• a P.1- ill.• •. •.•_-. 9 1b71, d3C '. - IK,J•:eTiTi:d9G:::dT•:•: ale)•: e.$ T• i •3ftdAlil;= r= T•::•Ti.t: =7 or copied in any form or manner whatsoever, nor are any
OG -1 FULL CUT OFF FIXTURE IMAGES
IMAGE
of
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
P: 434 . 979 . 7522
f: 434 . 977 . 1 194
www.mckeecarson.com
REFERENCES:
NORTH RIDGE SITE PLAN
SDP - 2006 - 00130):
IMMONS GROUP
CONSOLIDATED PLAT:
THOMAS LINCOLN SURVEYORS
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REVISIONS
10-03-08: COUNTY COMMENTS
11- 24-08: COUNTY COMMENTS
DESIGNED ICS (OTHERS)
CHECKED RBM
SCALE
DATE
PROJECT
SHEET NUMBER
06/11/08
117 - M
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