site plan Din ®Safely, / �� MAP REFERENCES: LEGEND: SITE SOILS DATA
Dig i ;� •yJ�� '^'
/ '' _ PERCALATION TESTS
Now York O CIRF=CAPPED IRON ROD FOUND _
®Cali Before You Di �\,� LOWELL SUBDIVISION p IRS=IRON ROD SET/TO BE SET TEST PITS v
9 PT-1 6/6/17 BY: T. CENTER, P.E. --
TP-1 — 6
DATED:MARCH 26, 1996 /6/17 BY: T. CENTER, P.E. PERFORMED AT TP-1 -
■watt Tire Re"Ired Time �, =UTILITY POLE
■Confirm U111 ty Response �` UPDATED:DUNE 27, 1996 WEST OF PROPOSED HOUSE STABILIZED PERCOLATION RATE:
N Respect The sNks \ BY.' W.J. ROURKE,ASSOCIATES 0-4„ - TOPSOIL 10 MINUTES, 52 SECONDS PER INCH ' r"
■DNi With Care \ „
800.962■7962 / ` MAP SHOWING LANDS OF 4-17 - LOAMY MEDIUM FINE SAND W/ GRAVEL & COBBLES PT-2 - 6/6/17 BY: T. CENTER, P.E. =�F'
www / \ 17-32„ - LOAMY FINE SAND W/ GRAVEL & COBBLES TRACE SILT PERFORMED AT TP-1 °-•'
RICHARD&MARCIA TRZASKA
DATED:DECEMBER 19, 1996 32-687 - FINE SAND W/ GRAVEL STABILIZED PERCOLATION RATE:
LAST REVISED:FEBRUARY 13, 1997 NO MOTTLING OR WATER OBSERVED 11 MINUTES, 21 SECONDS PER INCH
BY. WAYNE R. RAYMOND COMP ACT ® 38„ _
t "..
ROOTS TO 40
\ pap Reference:
� \ TP-2 - 6/6/17 BY: T. CENTER, P.E. SITE LOCATION
Map of a Survey made for ` EAST OF PROPOSED HOUSE LOCATION MAP
Dated:onDecCynthia
bar a Hot PERMIT PLOT P AN
\ B \ 0-2 - 'Topsoil- I HAVE PERSONALLY MEASURED THE DISTANCE
FROM THE PROPERTY LINES TO THE
y: Van Dusan & Staves Land Surveyors \ \ —
mP 1_0AMY FINE SAND W/ GRAVEL COBBLES
14-142„ - LOAMY FINE SAND W/ GRAVEL & COBBLES TRACE SILT
„ PROP SED S TURE(S)OR
42-77 - FINE SAND W/ GRAVEL r
��'� �4?�• /Q�QQ �'\ ` ��. \ NO MOTTLING OR WATER OBSERVED SIGN A E DATA
COMPACT 0 36
ROOTS TO 40"
\ \ LOT2A .
ji
LANDS N/F OF ��� / SITE LOCATION
RICHARD & MARCIA TRZASKA1146/272 \ NEIGHBORHOOD MAP
CIRF ZONING REQUIREMENTS
SITE SETBACKS
\
MINIMUM LOT SIZE-2 ACRE ZONE REQUIRED FOR PROPOSED
MDR ZONE
FRONT SETBACK- 30' "
SIDE SETBACKS- 25� FRONT(EAST) 30 71.5
� REAR SETBACK- 30
TOTAL AREA \ \ �� \ \ �\ \ SHORELINE- 75' REAR(WEST) 30' 1,050.5'
530,372 Sq. ft. �� \ LOT WIDTH- 100,
12. 18 acres \ \ \ \���°59, \ ` \ \ / ROAD FRONTAGE-100' SIDE(NORTH) 25' 26.0'
MAXIMUM BUILDING HEIGHT-40'
MINIMUM PERCENT PERMEABLE-50% SIDE(SOUTH) 25' 39.1'
\ \ SjDE S�TBgCK REVISED88840: sq.2f. \ \ \ \
\ \ 3.883 acres \ e�
/ SITE DEVELOPMENT DATA
26.0 \ \
a
\ \� \ � 1 '� e•^" 71.50' �0'tr SITE AREA:
3.88 AC(169,012.8 SF)
°.
_ �� j� . . ♦ �`� *-: �`` • ° EXISTING IMPERVIOUS PROPOSED IMPERVIOUS
-- \\ .~•:'°`°.°°°,se ;t,°°°°°,t• �,3 e i .s COVERAGE COVERAGE
\ ° �;•..•e• v O of
60
_ _ �� BUILDING 0 SF 2,850 SF
N84°59'26 d W DRIVEWAY 0 SF 3,360 SF
414.271
11
N84 : ; RETAINING WALL 0 SF 85 SF
1 y'45"W \.. Y s_ ',
TOTAL IMPERVIOUS 0 SF 6,295 SF
6" Z s,a'`•c�< t";�'.
MIN. t t
- REVISED LOT 3 Stogy �' ,� PERCENT IMPERVIOUS 0% 3.7%
387,B32t sq. ft. PN► -
�- —! Ji— °° \ D
8.3ot acres o PERMEABILITY 100/0 96.3%
• ASPHALT PAVEMENT DRIVEWAY ' LANDS N/F OF
•i EDWARD & MARY BARRETT q
' EROSION CONTROL IMPLEMENTATION
-` } ': S ;A ._ z� , ,.:T . :• / /. SCHEDULE
Q
.. SITE PLAN ago v PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE
_
— �—
EN (REMOVE
,.;...". W N � TIRE PROJECT
c - IC LE SEDIMENT CONTROL PRIOR TO CLEARING AND AFTER FINAL SITE
M FENCE SOIL DISTURBANCE STABILIZATION AND
;� '� �P p VEGETATION ESTABLISHMENT)
_..
o�`' �. .-_._.__ .._.....__... _.... TEMPORARY SEEDING A SITE
Lu
_ _............ __ � N Qy -p .� MPORARY SEED/ AFTER INITIAL UNTIL FINAL GRADING AND
SEED AND MULCH p IN FEET ) & MULCHING GRADING VEGETATION ESTABLISHMENT
YARD AREAS OR a o ....._....._
- NO LAND AREA MAY BE LEFT DEVOID OF VEGETATION FOR MORE THAN °J p1 STRMWATSR DURING FINAL SITE
PLANTING BEDS • . ' . -.:..._.... EROSION & SEDIMENT CONTROL NOTES
W --' - 5-DAYS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER SOIL RESTORATION NARRATIVE otf 'p N INFILTRATION GRADING PERMANENT
BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND O
oc ° c .._._. ... • THE ENTIRE AREA AND/R EROSION CONTROL MEASURES PROPERLY S Q1+r SEEDING A LI R
............... ............ ; :.......__. ENT CONTROL LL
FENCE SHALL BE AFTER FINAL SITE GRADING PERMANENT
OIL RESTORATION IS A REQUIRED PRACTICE & OTHER
_..
OF THE SITE WHERE THE NATIVE SOILS HAVE BEEN
• STABILIZATION
NSTALLEDAAS SHOWN ON THE PLAN. OCCURRING BETWEEN OCTOBER 15 & COMPACTED THROUGH EARTHWORK CONSTRUCTION AND WILL !V N
STALLED A
R GROUND CLEARING ACTIVITIES
• AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM L 15, IN WHICH VEGETATION CANNOT BE ESTABLISHED, EXPOSED BE REVEGETATED IN ORDER TO RECOVER THE ORIGINAL T C = 3
APRI
_.
- ; EVENT, SEDIMENT CONTROL FENCE AND ANY OTHER EROSION CONTROL WITH EITHER A TARP COVER OR .- v TAX MAP # 290.-1-22.8
,o -" S„ CO MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT • PREWOUSLY L qLp� ZONAL
........ E
PER PLAN, 3 r- U) ENgNEER VKNAATI�1 OF NYSAfDIICATION W
. REINFORCING PER GEOTECH ANY AREA OF EVEGE ATIONMMUST EXHIBIT A SURVIVAL OF A MINIMUM COMPACTS AERATE SOILS WITH SOIL AERATOR MECHANICAL !V
. 000 PSI CONC. ACCUMULATION ANY FAILURE SHALL BE IMMEDIATELY CORRECTED FOR YARD AREAS WHICH HAVE BEEN
e - REINFO NG ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN D,
IMPLEMENT DURING FINAL GRADING, APPLY 6-INCHES OF
r OF 80% OF THE VEGETATION THROUGHOUT THE YEAR Y
— EBAR PER GEOTECH 14-DAYS OF COMPLETION OF WORK IN THE AREA. ONLY AREAS WHICH
GETATION REVEGETATE AS NEEDED TO MEET THIS REQUIREMENT TOPSOIL, SEED AND MULCH AND INSTALL EROSION CONTROL p
/II�I/�`,`GIII�a�Ar%W01 /V'�//(�f� .' .. AREA ACTIVELY UNDER CONSTRUCTION MAY REMAIN OPEN FOR MORE . 7}IE CONTRACTOR SHALL COMPLY EWITH THE NEWR YRK MSTATE E(�f 0`
--........ �4 s e _- __ FOOTING & REBAR THESE AREA
.
ECIFICATIONS FOR EROSION AND SEDIMENT CONTROL E
THAN 14-DAYS. ONCE CONSTRUCTION IS COMPLETED IN S,
- STANDARD S
(
• BLANKETS
RNAREAS OF EX►ST7NG IMPERVIOUS COVERAGE (DRIVEWAY �'�@1�6
- a• _.._ BLUE BOOK).P
- M
& HOUSE) THAT WllL BECOME YARD AREAS R
- GEOTECH' PER
CONTINUOUS
, • WITHINAN500'UOF M.H.W. BE
NANYLLAKE,TMPOND, DRIVER, STREAM OR
:. ._ •' :-_- . WETLAND NO LAND AREA, INCLUDING AREAS SOTCKPILED WITH EARTHEN STORMWATER MANAGEMENT AREAS (RAIN GARDENS, VEG. ° m cc
.... --:... MIN .` ;......._...._..; ; . .: ..............': , -... ISSUED BUILDING PERMIT 18
. .
MATERIALS, WHICH HAS BEEN CLEARED MAY BE LEFT DEVOID OF STAB L PERMEABLE PAVEMENT), EXCAVATE j _� � 0 FOR BUILD ERM T 6�21/20
R
:: NO DETAILED W VEGETATION FOR MORE THAN 24-HOURS WITHINITIATEOUT AGE, G �;
-.. . THECONTRACTORSHALL Revisions Date
_..
No
- SIZE, REINFORCING) COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION WHERE
- ._.: : . DANCE PACTION TO COMPACTED SOILS !N ACCORDANCE
E0
(FOOTING S
-- ; - -' - - -" TO BE PERFORMED BY GEOTECH CONTROL MEASURES PROPERLY INSTALLED TO PREVENT SEDIMENTS C E C
ORGANICS & TOPSOIL ENCOUNTERED.
PRACTICABLE IN PORTIONS OF THE SITE ACTIVITIES HAVE � � �,�.
& DE OM COM EiF 1(}t�
�* ;___ _ : ; ._-.._. ; :.. .; 4. , •• ; - TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN SI i"E PLA � 0 d l�
,.._.: ,._......._ ._..... �. -, °aa•.' a•''. �..•:.O •!�'b• --- OR STRUCTURAL ENG. FROM ENTERING THE WATERBODY. ACCEPTABLE PROTECTIVE COVERINGS 14-DAYS.
___: N DECOMPACATION - APRIL 2
- - I °•' INCLUDE NATURAL MULCH OF A DEPTH OF 2-1 BACKFILL WITH prepared for:
WITH NYSDEC STANDARDS "DEEP-RIPPING AND
2-INCHES, ROCK RIPRAP, STABILIZATION of GRASS AREAS INCLUDES HYROSEEDING USING 008, AND ° `I JUN 2 5 20 I
NON-DEGRADEABLE MATERIALS SUCHTACKIFIER ON SLOPESAS PLASTIC R CANVAS GRANULAR SOIL TO ESTABLISH SUBGRA E .
1�
George Rhein
....... _......
__..,
_.. ._.............: : __:..
COVERINGS AND IMPERVIOUS STRUCTURES. CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE ON SLOPES
..._.--"' i"- • TEMPRARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT R WOOD CHIPS /N Ridge R EENSBURY
_ OVER 1.3 INSTALL EROSION CONTROL BLANKETS G&CO._ -. : -- Chestnut �u
�� DE
MULCH, SHALL BE INSTALLED AND ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS T� Town of Queensbury, Warren _
OIL STOCKPILE AREAS AT ARE TO �-�
CONTROL FENCE
AND R M
MAINTAINED FOR ANY TEMPORARY S THAT MAP REFERENCE: dr3. u s e
_..: ; ;.... .._ ; . ,...._ ... „ Drawn: TRC Checked: GTH Scale: NOTED Date: 5/3012018
&
BE LEFT FOR MORE THAN 5-DAYS BASE MAP INFORMATION FROM TOPOGRAPHIC Steve s
SURVEY MADE FOR GEORGE RHEIV SITUATED 169 Haviland Road
IN THE TOWN OF QUEENSBURY, WARREN Land Surveyors Queensbury, NY 12804
RETAINING WALL DETAIL COUNTY, NEW YORK. DATED MAY 3, 2018. (518) 745-0307 Phone 291270-01-S 1
SCALE: NTS PREPARED BY: ISO Haviland Road Queensbm7, Now York I="
(518) M-8474 New York Lie, No. 501W I Hutchins Engineering (518) 745-0308 Fax