HomeMy WebLinkAboutSDP200800178 Legacy Document 2009-01-26GENERAL NOTES
1. OWNER ADDRESS: MARY I. AND ROBERT W. DICKERSON
P.O. BOX 321
IVY, VA. 22945
2. SITE ADDRESS: 1108 DRY BRIDGE ROAD
CHARLOTTESVILLE, VA. 22903
3. NTELOS SITE NO.: WEST IVY (CV842)
4. CONSULTING ENG.: PATTON HARRIS RUST & ASSOCIATES
401 E. MARKET ST., STE. 209
CHARLOTTESVILLE, VA. 22902
(434) 295 -3130
5. APPLICANT: NTELOS (VA. PCS ALLIANCE L.C.)
1150 SHENANDOAH VILLAGE DRIVE
WAYNESBORO, VA. 22980
CONTACT: DEBBIE BALSER 540 - 946 -1851
6. LEASE AREA: 625 SQ. FT. (25' x 25')
7. CURRENT ZONING: RA (RURAL AREAS)
T.M. 58, PARCEL 13A
D.B. 396, PG. 103
JURISDICTION: COUNTY OF ALBEMARLE
8. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT
FROM ALL APPLICABLE GOVERNMENT AGENCIES.
9. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S
RESPONSIBILITY AND AT HIS EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS.
10. THE CONTRACTOR SHALL NOTIFY THE COUNTY ENGINEER 24 HOURS PRIOR TO
THE BEGINNING OF CONSTRUCTION.
11. LOCATION OF EXISTING SEWER, WATER OR GAS LINES, CONDUITS OR OTHER
STRUCTURES ACROSS, UNDERNEATH, OR OTHERWISE ALONG THE LINE OF PROPOSED
WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND IF SHOWN ARE ONLY
APPROXIMATELY CORRECT. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION
OF ALL UNDERGROUND UTILITIES (INCLUDING TEST PITS BY HAND IF NECESSARY)
IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER
IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON
PLANS. IF THERE APPEARS TO BE A CONFLICT, OR UPON THE DISCOVERY OF
ANY UTILITY NOT SHOWN ON THE PLANS. FOR ASSISTANCE CALL "MISS UTILITY"
1- 800 - 552 -7001.
12. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY THE CONTRACTOR
(WHICH ARE NOT TO BE REMOVED) SHALL BE REPAIRED TO LIKE -NEW CONDITION.
13. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER
DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTIL WORK IS ACCEPTED BY
THE OWNER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY
FAILURE TO MAINTAIN DRAINAGE STRUCTURES IN OPERABLE CONDITION.
14. ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTEED FOR ONE (1) FULL
YEAR FROM THE DATE OF ACCEPTANCE.
15. THE OWNER SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE
AT ALL TIMES WHEN WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE
EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY COUNTY INSPECTORS.
16. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE
CONTRACTOR UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HAVE CONSIDERABLE
EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED HEREIN.
BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS ATTESTING THAT
HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS KNOWLEDGEABLE
OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY LICENSED AND
PROPERLY REGISTERED TO DO THIS WORK IN THE STATE IN WHICH IT IS TO
BE PERFORMED.
17. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE
SPECIFICATIONS, THE FOLLOWING NOTES SHALL APPLY TO THE MATERIALS
LISTED HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PROJECT.
18. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED
EXACTLY AND SHALL SUPERCEDE ANY CONFLICTING NOTES ENCLOSED HEREIN.
19. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION
PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE STRUCTURE AND ITS
COMPONENT PARTS DURING ERECTION AND /OR FIELD MODIFICATIONS. THIS
INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY
BRACING, GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL
BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER
THE COMPLETION OF THE PROJECT.
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FROM THE ROUTE 340 AND 1 -64 INTERCHANGE (EXIT 94 OFF OF 1 -64), PROCEED EAST ON 1 -64 APPROXIMATELY 13 MILES
AND TAKE EXIT 107 (US -250) TOWARD CROZET. TURN LEFT ONTO US -250 AND DRIVE APPROXMATELY 5.5 MILES. TAKE A
SLIGHT RIGHT ONTO MORGANTOWN ROAD. CONTINUE FOR ABOUT 0.6 MILES, THEN TAKE THE FIRST RIGHT ONTO DRY BRIDGE
ROAD. AFTER ABOUT 0.2 MILES, THE SITE WILL BE ON THE RIGHT, IMMEDIATELY PAST THE INTERSECTION OF DRY BRIDGE
ROAD AND IVYWOOD LANE.
o��7ALTH OF
JOHN D. RENO
Lic. No. 32989 Q;;
o�C�' 1 / 12/09
NAL
TELECOMMUNICATIONS FACILITY
WEST IVY (CV842) DICKERSON PROPERTY
1108 DRY BRIDGE ROAD
CHARLOTTESVILLE, VA. 22903
20. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE
DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE
BEGINNING ANY MATERIALS ORDERING, FABRICATION OR CONSTRUCTION WORK
ON THIS PROJECT. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO
THE ATTENTION OF THE OWNER AND THE OWNERS ENGINEER. THE DISCREPANCIES
MUST BE RESOLVED BEFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK.
THE CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OF CONSTRUCTION.
THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY
RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES,
AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE OWNER AND /OR THE
ENGINEER SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR
THE CONSTRUCTION PROCEDURES.
21. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD WORKING
QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE
CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY
APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND THE ENGINEER
PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY
EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT
BEING SUBSTITUTED.
22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, AND SUPERVISING ALL
SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE
CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS PROJECT AND RELATED WORK
COMPLIES WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY CODES AND
REGULATIONS GOVERNING THIS WORK.
23. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE
LOCAL BUILDING CODE.
24. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL
COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND
MATERIALS ACCESS, WITH THE RESIDENT LEASING AGENT FOR APPROVAL.
25. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE AND
FEDERAL CODES OR ORDINANCES. THE MOST STRINGENT CODE WILL APPLY IN THE
CASE OF DISCREPANCIES OR DIFFERENCES IN THE CODE REQUIREMENTS.
26. ANY DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE CONTRACTORS
EXPENSE.
27. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN
CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION.
28. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN
WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT
DRAWINGS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON
COMPLETION OF PROJECT.
29. COORDINATE THE CONSTRUCTION STAGING AREA WITH THE PROPERTY OWNER AND THE
PROPERTY MANAGER WELL IN ADVANCE OF THE CONSTRUCTION START DATE.
30. CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND PLAN DIMENSIONS,
AND NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
31. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE WORK SITE ON
A DAILY BASIS.
32. ALL NEW UTILITIES SHALL BE PLACED UNDERGROUND.
INDEX OF SHEETS
SHEET NAME SHEET NUMBER
TITLE SHEET AND GENERAL NOTES
T -1
PROPERTY JOINERS PLAN
Pi-1
TREE SURVEY
TR -1
TOPOGRAPHICAL AND STRUCTURE PLAN
TS -1
LAYOUT PLAN
LP -1
DETAILED LAYOUT PLAN
LP -2
SIGHT DISTANCE VERIFICATION
SD -1
Q
SITE PLAN AND ELEVATION
S -1
SECTIONS AND DETAILS
S -2
SECTIONS AND DETAILS
S -3
ELECTRICAL DETAILS
E -1
ELECTRICAL DETAILS
E -2
ELECTRICAL DETAILS
E -3
ELECTRICAL DETAILS
E -4
ELECTRICAL NOTES
E -5
APPROVALS
CONSTRUCTION
OWNER RF ENGINEER
SITE ACQUISITION OPERATIONS MANAGER
Waynesboro, Shenandoah Village Dr.
ills Waynesboro, VA. 22980
(540) 946 -1892
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RELEASE
DATE
REVISIONS
NO. DATE
Q1 1/12/2009 VDOT COMMENTS
DRAWN BY: J. ATKINSON
CHECKED BY: J. RENO
SITE NAME
WEST IVY
SITE NUMBER
CV842
SITE ADDRESS
1108 DRY BRIDGE ROAD
CHARLOTTESVILLE, VA 22903
SHEET TITLE
TITLE SHEET AND
GENERAL NOTES
SHEET NUMBER
T -1
PLAT SCALE: AS SHOWN
N /F 40 0
TM #58A1 -01 -1
ELINGTON INVESTMENT CO.
� \ DB. 689, PG. 166
ZONED: PRD
�O
JOHN D. RENO
�? Lie. No. 32989 Q�
1/12/09 �1
SIONALE��1
GRAPHIC SCALE
20 40 80
( IN FEET )
I inch — 40 ft.
/ F / N /F
TM / \ \ TM 58 -12
HELEN L.SLOCKWOOD / \\ GRANISON & OPHELIA TRIMIAR
DB. 1643, PG. 562 / PROPOSED 104.07 \ DB. 402, PG. 267
ZONED: RURAL AREAS
TOWER LOCATION 1 IN, ZONED: RURAL AREAS
1 �
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105' RADIUS FROM \
PROPOSED POLE 1
EX '
APPROXIMATE
PROPERTY
IBOUDNARY
N /F \
TM #58 -13B
VANDREW A. WHITING
DB. 553, PG. 362
ZONED: RURAL AREAS
1
261.68°
TM #58 -13A
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MARY I. DICKERSON
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ROBERT W. DICKERSON
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DB. 396, PG. 103
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HENRY T. WALLER
LELIA A. WALLER
DB. 492, PG. 589
ZONED: RURAL AREAS
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HENRY T. WALLER
LELIA WALLER
DB. 361, PG. 502
ZONED: RURAL AREAS
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TM #58 -26
JOHN E. ARMSTEAD
DB. 532, PG. 353
ZONED: RURAL AREAS
1150 Shmmdoah VRlage Dr.
Waposboro, VA. 22980
(540) 946 -1892
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RELEASE
DOTE
REVISIONS
NO. DOTE
,1 1/12/2009 VDOT COMMENTS
DRAWN BY: J. ATKINSON
CHECKED BY: J. RENO
SITE NAME
WEST IVY
SITE NUMBER
CV842
SITE ADDRESS
1108 DRY BRIDGE ROAD
CHARLOTTESVILLE, VA 22903
SHEET TITLE
PROPERTY
JOINERS PLAN
SHEET NUMBER
PJ -1
PLOT SCALE: AS SHOWN
NOTES: NTELOS SHALL NOT REMOVE ANY EXISTING TREES /
WITHIN THE LEASED AREA OR WITHIN 100 FEET IN
ALL DIRECTIONS SURROUNDING THE LEASE AREA
NO SLOPES STEEPER THAN 2:1. /
/
#101
#104 \
#128 /#105 #107
#129 ° o�
I - #10
-#127
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-- -- - #126
#125 #130
109 #110
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PROPOSED POLE
;12
REFERENCE TREE
l� - _-
25' RADIUS FROM
PROPOSED POLE
#113
= #114
#115
#122 9 i
#116
----#124 #117
#123_ - #120 - #118
�ALTH Opp
JOHN D. RENO
Lie. No. 32989 ��
0,,�,� 1/12/09 w
ON AL
TREE TABLE
TREE ID# T
TYPE B
BASE ELEV. H
HEIGHT T
TOP ELEV.
100 6
6" HICKORY 6
689.73 4
40' 7
729.73
101 1
15" N. RED OAK 6
689.32 7
70' 7
759.32
104 1
15" CHESTNUT OAK 6
689.07 7
74' 7
763.07
105 3
3" BLACK GUM 6
689.48 1
12' 7
701.48
106 3
3" DOGWOOD 6
690.48 1
15' 7
705.48
107' 2
2" BLACK GUM 6
691.50 1
17' 7
708.50
108 \
\ 8" BLACK GUM 6
691.70 3
38' 7
729.70
109 3
30" SCARLET OAK 6
691.57 9
97' 7
788.57
110 1
17" CHESTNUT OAK 6
692.87 6
66' 7
758.87
BLACK CHERRY 6
693.07 1
13' 7
706.07
112 1
19" PAULOWNIA \ 6
694.16 6
62' 7
756.16
113 4
4" PEACH 6
694.87 1
15' 7
709.87
114 4
4" HICKORY 6
695.49 3
35' 7
730.49
115 5
51 DOGWOOD 6
696.00' 1
18' 7
714.00
116 3
3" CHESTNUT OAK 6
695.61 3
35' 7
730.61
117 7
7" AILANTHUS 6
698.41 4
48' 7
746.41
118 1
15" CHESTNUT OAK 6
699.36 7
77' 7
776.36
119 3
3" CHESTNUT OAK 6
696.51 1
18' 7
714.51
120 4
4" AILANTHUS 6
696.54 3
37' 7
733.54
121 1
13" HICKORY 6
695.62 6
68' 7
763.62
122 5
5" WHITE OAK 6
694.49 4
41' 7
735.49
123 3
3" HICKORY 6
695.05 2
24' 7
719.05
124 1
15" WHITE OAK 6
693.77 8
83' 7
776.77
125 2
27" SCARLET OAK 6
691.55 9
91' 7
782.55
126 9
9" WHITE OAK 6
690.96 6
61' 7
751.96 ,.
127 1
18" SCARLET OAK 6
690.20 8
87' 7
777.20
128 1
12" WHITE OAK 6
688.59 7
76' 7
764.59
129 2
2" BLACK GUM 6
690.07 1
16' 7
706.07
130 5
5" WHITE OAK 6
690.81 4
41' 7
731.81
PROPOSED TOWER LOCATION:
BASE ELEV. = 694.50± 105' RADIUS FROM
HEIGHT OF TOWER= 104.07' / PROPOSED POLE
ELEV. TOP OF TOWER= 798.57± /
ELEV. OF LIGHTNING ROD= 800.57±
/ GRAPHIC SCALE
/ 20 0 10 20 40
/ ( IN FEET )
1 inch = 20 ft.
N
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r 1150 Shenandoah Village Dr.
Waynesboro, VA. 22980
(540) 946 -1892
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RELEASE
DATE
REVISIONS
NO. DATE
Q 1/12/2009 VDOT COMMENTS
DRAWN BY: J. ATKINSON
CHECKED BY: J. RENO
Sf1E NAME
WEST IVY
SITE NUMBER
CV842
SITE ADDRESS
1108 DRY BRIDGE ROAD
CHARLOTTESVILLE, VA 22903
SHEET TITLE
TREE SURVEY
SHEET NUMBER
TR -1
PLOT SCALE: AS SHOWN
1150 Shmmdoah VIIII Dr.
WaMeaboro, VA. 22980
(540) 948 -1892
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1 TOPOGRAPHICAL AND STRUCTURE PLAN
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SCALE: 1"=500'
1150 Shmmdoah VIIII Dr.
WaMeaboro, VA. 22980
(540) 948 -1892
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RELEASE
DATE
REVISIONS
NO. DATE
,1 1/12/2009 VDDT COMMENDS
DRAWN BY: J. ATKINSON
CHECKED BY: J. RENO
SITE NAME
WEST IVY
SITE NUMBER
CV842
SITE ADDRESS
1108 DRY BRIDGE ROAD
CHARLOTTESVILLE, VA 22903
SHEET TITLE
TOPOGRAPHICAL AND
STRUCTURE PLAN
ISHEET NUMBER�NUMBER
TS -1
PLOT SCALE: AS SHOWN
o���ALTH OF pI�
JOHN D. RENO
Lie. No. 32989 4
1/12/09
NAL E�� I
40 �� GRAPHIC SCALE Eo
( IN FEET )
1 inch = 40 ft.
\
\ ENTRANCE CONSTRUCTION NOTES:
I 1) REMOVE EXISTING CONCRETE AT ENTRANCE
ON NEIGHBORING PROPERTY.
2) FILL AREA WHERE CONCRETE WAS
Q REMOVED TO MATCH SURROUNDING
GRADES. MAINTAIN EXISTING CULVERT.
\ 3) POUR CONCRETE ON SUBJECT PROPERTY
TO MAKE A 12' (MIN.) WIDE CONCRETE
PROPOStU GRAVEL \\ ENTRANCE. EXTEND EX. CULVERT AS
REQUIRED.
F,6CESS ROAD: \
TRANSITIO FROM 12' TO
10' GRADUALLY
C3 -I O
TREE PROTE TIO_.- " oA \
I PROPOSED NTEL S TOWER / I
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\ 105' RADIUS AROUND
\ PROPOSED POLE
APPROX.
PROPERTY
BOUNDARY \
\
DEER XING
SIGN 11'
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6 4" MUL (6) Locust
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Waposboro, VA. 22980
(540) 948 -1892
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RELEASE
DATE
REVISIONS
N0. DATE
01 1/12/2009 VDOT COMMENTS
DRAWN BY: J. ATKINSON
CHECKED BY: J. RENO
SITE NAME
WEST IVY
SITE NUMBER
CV842
SRE ADDRESS
1108 DRY BRIDGE ROAD
CHARLOTTESVILLE, VA 22903
SHEET TITLE
LAYOUT PLAN
SHEET NUMBER
LP -1
PLOT SCALE: AS SHOWN