Site Plan Map & Details _0
PROPOSED GARAGE ADDITION
PROPOSED STECIUK GARAGE ADDITION AND SITE PLANg� Puj
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LOCATED AT 62 COUNTRY CLUB RD , QUEENSBURY, NY 12804
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PROJECT LOCATION
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62 COUNTRY CLUB RD w I=
QUEENSBURY, NY 12804 PROJECT SITE INFORMATION: W PT
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FRANK AND CINDY STECIUK APPLICANT:
DRAWING REFERENCES: 62 COUNTRY CLUB ROAD
QUEENSBURY, NY 12804
1. THIS DRAWING WAS PREPARED FROM A BOUNDARY SURVEY AND
REFERENCES AVAILABLE SITE SPECIFIC INFORMATION, PROPERTY PARCEL ZONING: MDR
DATA, PRIOR SITE PLANS, SUBDIVISION MAPS,SURVEY PARCEL TAX ID: 296.14-1-51
DOCUMENTS, FIELD VERIFIED CONDITIONS,AND HISTORICAL PROPOSED USE: RESIDENTIAUMULTIPLE DWELLING
PROPERTY DOCUMENTS AVAILABLE AT THE TIME THE DRAWINGS
6 urtm,Ckin PuaJ WERE PREPARED.ALL INFORMATION CONTAINED HEREIN IS ■
-
SUBJECT TO FIELD VERIFICATION,ANY PROPERTY LIMITATIONS YARD REQUIREMENTS: REQUIRED EXISTING PROPOSED
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AND/OR EASEMENTS,AND LOCAL, STATE,OR FEDERAL
AUTHORITIES RULES AND REGULATIONS. FRONT(EAST): 30 FT 186.4 FT 186.4 FT
2. MAP OF A PROPOSED SUBDIVISION TO BE KNOWN AS COUNTRY SIDE 1 (NORTH): 20 FT 62.3 FT 28.7 FT
CLUB MANOR, DATED OCTOBER 12, 1983 PREPARED BY COULTER& SIDE 2(SOUTH): 20 FT 69.8 FT 69.8 FT III
20 FT 174.0 FT 86.7 FT "k
MCCORMACK LICENSED LAND SURVEYORS. REAR(WEST): d
3. BUILDING PERMIT DOCUMENTS ON RECORD AT THE TOWN OF SHORELINE: 75 FT 178.2 FT 92.1 FT
D-1
QUEENSBURY FOR BUILDING PERMIT 99-525, LOT#1 AT 62
COUNTRY CLUB RD. LOT STATISTICS: REQUIRED EXISTING PROPOSED >m m
..A
4. BOUNDARY SURVEY FOR LANDS NOW OR FORMERLY OF FRANK J. LOT SIZE: 2.0 AC 2.02 AC 2.02 AC MR"
AND CONDY R. STECIUK DATED JUNE 16,2020 BY MJ ENGINEERING ca
LOT WIDTH: : 50%100 MIN 83.0% 79.5%FT 200 FT 200 FT T_
AND SURVEYING P.C.
PERMEABILITY
5. THIS DRAWING REQUIRES EXISTING CONDITIONS TO BE FIELD {'`- 'y
cm
ROAD FRONTAGE: 100 FT 200 FT 200 FT
VERIFIED PRIOR TO CONSTRUCTION. THE PROPOSED CONDITIONS BUILDING HEIGHT: 40 FT 32:t FT 32±FT V--
CONTAINED HEREIN ARE BELIEVED TO BE IN GENERAL PARKING: 1.5/UNIT 4 SPACES 4 SPACES " E
COMPLIANCE WITH THE ZONING ORDINANCE OF THE TOWN OF 0 Cc c*
16 Cj
QUEENSBURY(WITH EXCEPTION OF ANY REQUESTED/GRANTED NOTES: CX. cm
CM ai� cm
VARIANCES,WAIVERS, OR SPECIAL PERMITS). 1. POTABLE WATER SUPPLY IS THE TOWN OF QUEENSBURY MUNICIPAL WATER DISTRICT. tl� AERIAL PHOTO OF PROPERTY LLJ C, C4 CL
/1N LOCATION MAP 2. WASTEWATER DISPOSAL UTILIZES ONSITE SUBSURFACE WASTEWATER ABSORPTION NOT TO SCALE (b X cc cn
SYSTEM(S) PER NYSDOH APPENDIX 75-A WASTEWATER STANDARDS FOR RESIDENTIAL COD CD LL. r-
NOT TO SCALE cz co CO2
ONSITE SYSTEMS C:) (b ci co
:e2 a) co
EXISTING ASPHALT ,=b DRIVEWAY TO BE REMOVED CL C�m Lo
AND REPLACED AS REQ'D
TOWN OF QUEENSBURY EXISTING SHED AND 4T±HIGH STONE 3FT WIDE X 2FT DEEP FOR PLANNED WORK
SIGNATURE BLOCK ADJACENT WALKWAY AND Q &BOULDER r STONE EAVE TRENCH 0 (2500±SF)
4U RETAINING WALL TO BE RETAINING WALL
0 (IB#2) 0 ALL FEDERAL,STATE,AND LOCAL CODES AND
4u REMOVED REGULATIONS SHALL BE CONSIDERED TO BE PART
0 OF THE BUILDING DETAILS AND SPECIFICATIONS
ADOPTED ON BY THE ___-7-SWATE 0 HEREIN.IF DISCREPANCIES BETWEEN THE CODES
SPIGOT APPROVED UNDER AUTHORITY OF A RESOLUTION
PLANNING BOARD OF THE TOWN OF QUEENSBURY, N.Y.
AND REGULATIONS AND THE INFORMATION
S83 OTOWE 315-93' CONTAINED ON THESE PLANS EXIST,THE MORE
s84o 5g 00"E 102-77' STRINGENT SHALL APPLY UNLESS THE INFORMATION
FI SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION
ED APPROX. LIMITS OF OF THE CODE,IN WHICH CASE THE CODE OR
DATE REGULATION SHALL TAKE PREFERENCE OVER PLANS.
re
SIGNATURE
loom DISTURBANCE(12,000*SF)
TER LU DIG SAFELY NEWYORK
CALL BEFORE YOU DIG
-WAIT THE REQUIRED TIME
APPROVALS:
I SHED C14 20FT SIDE SETBACK -CONFIRM UTILITY RESPONSE
1000 GAL SEPTIC U) -RESPECT THE MARKERS
-DIG WITH CARE
IN im oN,6
ALL APPROVALS AND PERMITS FROM REGULATORY AGENCIES 3/4"0 WATER SUPPLY
TANK
ASPHALT
SHALL BE OBTAINED PRIOR TO START OF ANY CONSTRUCTION. ... ... ....... CONNECTED TO EXISTING LLI SAFE DIGGING IS EVERYONES RESPONSIBILITY!
PAVEMENT- PLEASE CALL 1-800-962-7962 BEFORE YOU DIG.
EXISTING NCH WATER SERVICE IN rL
AGENCY APPROVAL OR PERMITS MAY INCLUDE, BUT ARE NOT
....... MSITwww.digsafelynewyork.com FOR ADDMONAL
p 4"0 PVC EFFLUENT 2
'A
ASONRY PROPOSED GARAGE DRAIN/POOL GUTTER TO BASEMENT(MIN 5FT
LIMITED TO; .1 ... - -0 1 INFORMATION.
BLOCK / 1 11 1 .,.... . : _ . 1 1
I I STRUCTURE WITH POOL BE REMOVED AND SEWER AT 1% MIN
-TOWN OF QUEENSBURY PB SITE PLAN REVIEW • COVER) ll%o
WALKINA"
IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
REPLACED
-TOWN OF QUEENSBURY ZBA AREA VARIANCE 0 BALCONY ABOVE HOUSE, STORAGE/UTILITY D-BOX 2 OF THE NEW YORK STATE EDUCATION LAW
-TOWN OF QUEENSBURY FRESHWATER WETLANDS PERMIT L &,.,DWELL.I.NG_ ss SS 86 SS SS sw r-T SS ss ss FOR ANY PERSON,UNLESS ACTING UNDER THE
....... z DIRECTION OF A LICENSED PROFESSIONAL
............
ENGINEER,TO ALTER THIS DOCUMENT IN ANY
-TOWN OF QUEENSBURY BUILDING PERMIT
O PILLAR ... ......... WAY.IF AN ITEM BEARING THE SEAL OF AN
...............
C4
ENGINEER IS ALTERED,THE ALTERING ENGINEER
0 Ld SHALL AFFIX TO THE ITEM HIS SEAL AND THE
EROSION AND SEDIMENT CONTROL NOTES: SILT FENCE TO
0 NOTATION ALTERED BY"FOLLOWED BY HIS
1p 4"0 PVC BUILDING SIGNATURE,THE DATE OF SUCH ALTERATION,
BE INSTALLED 1 TEMPORARY EROSION CONTROL SHALL BE PROVIDED FOR ALL
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
Now
...... SEWER AT 2% MIN
PRIOR TO
DISTURBED AREAS IN ACCORDANCE WITH THE"NEW YORK GUIDELINES
........ ....
:.% , -�� DECK60
FOR URBAN EROSION AND SEDIMENT CONTROL." THE TEMPORARY DISTURBANCE, ............
TYP ui
EROSION CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY 0
.......... .. ......
UNTIL PERMANENT CONTROL MEASURES ARE IN SERVICE. STORMWATER STON
450SF X I FT DEEP BLOC I T1
DEVICES AND WATERBODIES/LAKESAIVETLANDS SHALL BE PROTECTED /Z
411 STONE BEDDING RETAIN 20' 1
WALL
FROM SILTATION DURING THE PERIOD OF CONSTRUCTION AND UINTIL
l / (IB#l) ...... ELJEN GSF ABSORPTION
THE SITE IS SUCCESSFULLY REVEGETATED BY USE OF SILT SCREENS, to IT BED WITH MINIMUM (9) B43 <
ir 0 0
PONDS OR OTHER
INLET PROTECTION DEVICES, SEDIMENT DETENTION L MODULES
SUITABLE EROSION CONTROL MEASURES. Co POOL
co :D
2. STAGING OF CONSTRUCTION TO FACILITATE EROSION CONTROL SHALL If w
EXISTING TWO
0 ENGINEERS STAMP:
� ____ 111 __ Ve I
BE REQUIRED. ONLY THOSE AREAS WHERE CONSTRUCTION IS ACTIVELY 4U STORY w w w w w
POOL FENCE ENCLSOUR
BEDROOM SFD
ARE NOT WITHIN AN ACTIVE CONSTRUCTION AREA SHALL BE MULCHED TO BE RECONFIGURED
OCCURRING SHALL REMAIN OPEN AND UN-VEGETATED. ALL AREAS THAT E
AND STABILIZED OR SHALL BE MULCHED AND RE-VEGETATED. PER OWNER 10OFT UNVERIFIED EXISTING
3. WITHIN 500 FEET OF THE MEAN HIGH WATER MARK OF ANY LAKE, POND, r / SEPARATION WATER SERVICE LINE, FV
TO POND LOCATION PRIOR TO
RIVER, STREAM, OR WETLAND, NO LAND AREA, INCLUDING AREAS --Egg START OF CONSTRUCTION POND 0
STOCKPILED WITH EARTHEN MATERIALS, WHICH HAS BEEN CLEARED MAY SHED
BE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 F T F
0
HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER / m
THE ENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY R IGATIl I I z
(2) Lu '-GATE C��iRE ou
INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER BODY. ry co PIT
�N PT#lA lBox I <
ANY AREA OF LAND FROM WHICH THE NATURAL VEGETATION COVER HAS a F UNVERIFIED EXISTING u-Im
4. .1.0 I_ I-- b
d1l CONC C3 WASTEWATER SYSTEM u_ W
C3 BEEN EITHER PARTIALLY OR MOLLY CLEARED OR REMOVED BY
I PATIO WITH 1250 GAL SEPTIC U) c;
DEVELOPMENT ACTIVITIES SHALL BE RE-VEGETATED WITHIN 15 DAYS M 1�0 Tz WOODS cv) C:)
J Z .� �a
4/4-7 TANK AND ABSORPTION
FROM THE SUBSTANTIAL COMPLETION OF SUCH CLEARING AND RELATED II-Xf 0 1 ATE cl
U C3 FIELD WITH 5 TRENCHES
,g a 1-z
CONSTRUCTION ACTIVITY. 'C141
P AT 55FT±EACH REVISIONS
5. REFER TO TYPICAL DETAILS FOR VARIOUS EROSION AND SEDIMENT �% 4k IT
Q>
EXPANDED CONCRETE C)
CONTROL DETAILS PERTAINING TO PROPOSED WORK. IMPLEMENT Q> C)
f co POOL DECK/PATIO AREA
PROTECTIVE MEASURES FOR ALL AREAS OF DISTURBANCE TO PREVENT (z) 0 5
�/ APPROXIMATE UNVERIFIED FENCED IN C)
EROSION AND SEDIMENT TRANSPORT. CLEAN, MAINTAIN, MONITOR,AND a WETLAND BOUNDARY.
ADJUST EROSION PREVENTION MEASURES UNTIL DISTURBED AREAS ARE -CIV EXISTING CONCRETE/PAVER POOL GARDEN 4
�p WETLAND BOUNDARY SHALL DECK TO BE REMOVED AND AREA co U)
STABILIZED BY HARD SURFACES OR VEGETATION,AS APPLICABLE. REPLACED AS REQ'D (170 BE Z) 3
BE FIELD DELINEATED PRIOR 20FT SIDE w cr
---------------------- 0 0 co 6. IMMEDIATELY UPON COMPLETION OF WORK DISTURBED AREAS SHALL BE TO ISSUANCE OF A BUILDING SETBACK -COORDINATED WITH OWNER) FOR 2 z
FINE GRADED, TOPSOILED, RAKED,AND HYDRO-SEEDED AND/OR SEEDED PERMIT FOR VERIFICATION OF UTILITY WORK,TO INTEGRATE
AND STRAW-MULCHED TO PROMOTE A DENSE LAWN. FOR MODERATE OR 1
STEEP SLOPES(3H:1V OR STEEPER) USE EMBANKMENT STABILIZATION SEPARATIONS PRIOR TO EXPANDED DECK AREA,AND FOR
CONSTRUCTION CONNECTION TO GARAGE PATIO uj
BLANKETS/SLOPE PROTECTION MEASURES. PROJECT NO. : 1571 z
0 4c
SCALE: AS NOTED
ED F-
GRADING NOTES: z
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1. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE GRADING, N820 33'50"W 472.37' DATE: 6/30/20 U)
z
Gc� 0
ELEVATIONS,AND CONTROL POINTS PRIOR TO START OF WORK. GRA 0
2. CONTRACTOR SHALL FINISH GRADE SITE TO MEET OR MATCH EXISTING DRAWN BY: DWRPE z
AND/OR CONTROL ELEVATIONS SPECIFIED. UNIFORMLY SLOPE AND r
CONTOUR SITE SURFACE BETWEEN CONTROL ELEVATIONS SHOWN OR PROJECT:
Li
SPECIFIED. 0 ui
x 0)
3. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF AND STECIUK GARAGE
BALANCING CUT AND FILL AREAS BASED UPON EXISTING SITE GRADES.
62 COUNTRY CLUB RD
WHEN A SURPLUS EXISTS EXCESS SOIL SHALL BE REMOVED FROM THE
SUBSURFACE DATA:
SITE. MEN A DEFICIENCY EXISTS, IMPORT CLEAN SAND AND GRAVEL
0-1
FILL VOID OF AGGREGATE LARGER THAN THREE INCHES TO RAISE SITE /0-3� PROPOSED SITE PLAN DRAWING TITLE w ,
0. <
SITE TESTING PERFORMED ON 7/3/20 BY DANIEL W. RYAN, P.E. SITE TESTING PERFORMED FOR COUNTRY CLUB MANOR SUBDIVISION ul
GRADES TO ELEVATIONS SPECIFIED. -1 INCH 20 FEET Cr Lu
4. CONTRACTOR TO GRADE SITE PRODUCING UNIFORMLY SLOPED SITE TO SUBSURFACE TEST HOLE TH#l: SUBSURFACE TEST HOLE TH#2: (1983) BY CHARLES MAINE&COULTER&MCCORMACK SITE DATA AND w ci�
0 z
PROVIDE PROPER DRAINAGE TO AVOID PONDING OR ACCUMULATION OF 0.�
RUNOFF. SLOPE GRADE AT PERIMETER OF BUILDINGS AWAY FROM DEPTH: TYPE: DEPTH: TYPE: SUBSURFACE TEST HOLE TH#7: PROPOSED SITE PLAN a:
GRAPHIC SCALE 0-511 0
TOPSOIL 0-30# TOPSOIL DEPTH: TYPE: ()
STRUCTURE MINIMUM 6-INCHES IN FIRST 1 OFT. Uj Lu
5-28" LT BRN MED SAND 3-36" ORG BRN LOAMY SAND 0-8" TOPSOIL co
Lu
5. GRADE TO DIVERT RUNOFF AWAY AND/OR AROUND EXISTING AND/OR 20 0 10 20 40 80
1 28-64" ORG BRN LOAMY SAND 36-50" YLW BRN MED SAND DRAWING NO. 09
1 8-32" FINE SANDY LOAM z
PROPOSED SEPTIC SYSTEM COMPONENTS.
'o
4
S840 59'00"� 102-77'
64 GRY BRN GRAVELLY MED SAND 5011+ GRY BRN GRAVELLY MED SAND 32-154" GRAVELLY MATERIAL
6. FOR SLOPED EMBANKMENTS NEW GRADES/CONTOURS SHALL BE cq
NO BEDROCK OR GWMOTTLING OBSERVED NO BEDROCK OR GW/MOTTLING OBSERVED 10
CONSTRUCTED AT A SLOPE OF 4H:IV, UNLESS NOTED OTHERWISE ON (IN FEET) co cm
z
co
PERCOLATION TESTING:
SITE PLAN. 1 INCH=20 FT. cmi 15
PERCOLATION TESTING: INFILTRATION TEST IT#l: - PT#lA STABILIZED PERCOLATION RATE= 11 MIN PER INCH a.
Lu Ir
PT#I STABILIZED PERCOLATION RATE= 4 MIN 30 SEC PER INCH - IT#1 = 4 INCHES PER HOUR IN NATIVE SOIL L
OF 3 Q)
GENERAL NOTES ITEM NO.403.178902 HOT MIX
30'MAX. SPACING BETWEEN
ASPHALT TYPE 6 TOP EXPANSION JOINTS EXPANSION JOINT
1. ALL UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION AND ARE FOR INFORMATIONAL COURSE, 1 1/2"THICK PAVING NOTES. W/P.M.J.F.
PURPOSES ONLY. CONTRACTOR SHALL VERIFY THEIR ACTUAL LOCATION IN THE FIELD PRIOR TO THE 1. REMOVE LOOSE AND FOREIGN MATERIAL FROM SUBBASE SURFACE
COMMENCEMENT OF CONSTRUCTION. ITEM NO.403.138902 HOT MIX
j /f ,/ ASPHALT TYPE 3 BINDER BEFORE PAVING. USE POWER BROOMS, BLOWERS OR HAND BROOMS. TOOLED RADIUS
2. CONTRACTOR IS RESPONSIBLE FOR EMPLOYING AND MAINTAINING VEHICLE ACCESS,TRAFFIC CONTROL,AND CONTROL JOINTS
f 7777
COURSE,2"THICK
RELATED SAFETY MEASURES DURING CONSTRUCTION. COORDINATE TEMPORARY CONDITIONS WHICH IMPACTUU 2. NO VEHICULAR TRAFFIC OF ANY SORT SHALL BE PERMITTED ON THE ( .)
SITE OPERATIONS, SITE UTILIZATION,AND OWNER ACCESS. o SURFACE OF SUBBASE COURSE MATERIAL ONCE IT HAS BEEN FINE GRADED,
3. CONTRACTOR IS RESPONSIBLE FOR PROPERLY AND SAFELY MAINTAINING AND PROTECTING AREA BETWEEN COMPACTED, AND IS READY FOR PAVING. SUBBASE MATERIAL SO PREPARED
ACTIVE WORK ZONES AND ALL ADJOINING PROPERTIES AND LESSEES. a o a ® a ® o FOR PAVING, UNLESS IT HAS BEEN DISTURBED, SHALL BE PAVED WITHIN ONE
4. NO WORK, STORAGE, OR TRESPASS SHALL BE PERMITTED BEYOND THE BOUNDARIES OF THE SITE,PLANNED WEEK OF PREPARATION UNLESS OTHERWISE APPROVED BY THE ENGINEER.
WORK AREAS, OR ANY EASEMENTS AND RIGHTS-OF-WAY, UNLESS OTHERWISE NOTED ON DRAWINGS. IN THE ITEM NO. 304.12 OR 304.14 SUBBASE SHOULD THE PREPARED SUBBASE BE DISTURBED, IT SHALL BE REGRADED o Q
EVENT THAT WORK OUTSIDE OF PROPERTY BOUNDARY OR PLANNED WORK AREA IS NECESSARY,THE o a o 0 o a a a COURSE TYPE 2 OR 4, COMPACTED TO AND RECOMPACTED TO THE SATISFACTION OF THE ENGINEER. rr)
PERMISSION OF THE OWNER AND ADJOINING PROPERTY OWNER MUST FIRST BE OBTAINED. 95% STD. PROCTOR DENSITY, 8"THK
5. REMOVE ALL VEGETATION,TREES, STUMPS, GRASSES, ORGANIC SOILS, DEBRIS,AND DELETERIOUS MATERIALS o o a o 0 o a o o 3. TACK COAT MEETING THE MATERIAL REQUIREMENTS OF 702-90 ASPHALT
WITHIN THE AREAS DESIGNATED FOR CONSTRUCTION. LEGALLY DISPOSE OF ALL EXCAVATED MATERIALS NOT EMULSION FOR TACK COAT OF THE NEW YORK STATE DEPARTMENT OF
RE-USED ON SITE. j/ //�f/ /f�/f�/f�/f\f/\//�/f\/f\//\/f�//\ff\% ` TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND NOTE: LT BROOM FINISH TOP OF SLAB
6. STRIP ALL PAVEMENTS AND TOPSOIL IN PLANNED WORK AREAS PRIOR TO COMMENCING EARTHWORK �� /���/ /�/�� ��/���/�% MATERIALS, DATED MAY 1,2008, SHALL BE APPLIED IN ACCORDANCE WITH V-0l' (VERIFY WITH OWNER)
OPERATIONS. TOPSOIL MAY BE STORED AND REUSED IN LAWN AND PLANTING AREAS. NOTE: REFERENCE"N.Y.S. DEPARTMENT OF UNDISTURBED OR SECTION 407-TACK COAT OF THOSE SPECIFICATIONS AND AS OTHERWISE PLAN
7. ALL PAVEMENT REPLACEMENT OR RESTORATION AND CONNECTIONS TO EXISTING SURFACES SHALL MEET AND TRANSPORTATION STANDARD SPECIFICATIONS COMPACTED SUBGRADE PROVIDED FOR IN THESE DRAWINGS. (MAX.)
MATCH EXISTING GRADES, MIMIC EXISTING DRAINAGE PATTERNS,AND SHALL PREVENT PONDING OR THE FOR CONSTRUCTION AND MATERIALS", 3/8"TOOLED RADIUS
4, APPLY TACK COAT TO SURFACES OF CURBS, GUTTERS, MANHOLES, AND
ACCUMULATION OF WATER. MAY 1,2016, FOR MATERIAL TYPE OTHER STRUCTURES PROJECTING INTO OR ABUTTING PAVEMENT. DRY TO A CUT EVERY OTHER 3/8"TOOLED RADIUS
8. CONTRACTOR SHALL MAINTAIN OR PROTECT EXISTING IN SERVICE UTILITIES TO REMAIN AT ALL TIMES DURING AND CONSTRUCTION REQUIREMENTS. 'TACKY"CONSISTENCY BEFORE PAVING. FABRIC WIRE AT �■■■� _
CONSTRUCTION. COORDINATE TEMPORARY OUTAGES WITH OWNER PRIOR TO ANY DISCONNECTIONS. CONTROL JOINTS 1/2"THK. PRE-MOLDED ■
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND THE COST OF ALL REQUIRED PERMITS, TYPICAL NEW PAVEMENT DETAIL 5. TACK COAT ENTIRE VERTICAL SURFACE OF ABUTTING EXISTING PAVEMENT. JOINT FILLER (P.M.J.F.)
INSPECTIONS, CERTIFICATIONS, UNLESS NOTED OTHERWISE,AND SHALL COMPLY WITH ALL SUCH REQUIRED
PERMITS. NOT TO SCALE 6. SUBBASE MATERIAL AND THE VARIOUS ASPHALT CONCRETE MATERIALS = - �
10. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK AND CALLED FOR IN THESE DRAWINGS SHALL CONFORM WITH THE SPECIFIED ITEM
12" REBATE FROM BINDER EXISTING NEW NUMBER AND REFERENCED SECTION OF THE NEW YORK STATE DEPARTMENT �
NOTIFY THE ENGINEER OF ANY DISCREPANCIES. THE ENGINEER SHALL BE NOTIFIED OF ANY CONDITIONS THAT " PAVEMENT o 0 0 0 0 0
VARY FROM THOSE SHOWN ON THE PLANS.ANY CONDITION ENCOUNTERED IN THE FIELD DIFFERENT FROM SAW-CUT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND
THOSE SHOWN HEREIN, SHALL BE REPORTED TO THE PROJECT ENGINEER BEFORE CONSTRUCTION WITH MATERIALS, DATED MAY 1, 2016. CONSTRUCTION SHALL BE AS FURTHER SET `� W
RELATED WORK PROCEEDS. SAW CUT EXISTING TOP FORTH IN THOSE SPECIFICATIONS AND AS OTHERWISE PROVIDED FOR IN
11. ALL TRENCH EXCAVATION SHALL BE DONE IN ACCORDANCE WITH THE LATEST REVISIONS OF NEW YORK STATE COURSE ASPHALT THEN SAWCUT EXISTING = THESE DRAWINGS. cc
ii■
INDUSTRIAL CODE RULE 23 AND OSHA REGULATIONS FOR CONSTRUCTION AND APPLICABLE UTILITY PROVIDERS. TACK COAT EXISTING BINDER COURSE �--
■ p O
PAVEMENT PRIOR TO Z 7. PLACE ASPHALT CONCRETE MIXTURE ON PREPARED SURFACE, SPREAD ITEM NO. 304.12 OR 304.14 SUBBASE SECTION 4x4-w2.9xW2.9 •y N
12. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE COORDINATED WITH THE TOWN m AND STRIKE-OFF USING A SELF-PROPELLED PAVING MACHINE, WITH
HIGHWAY, WATER,AND SEWER DEPARTMENTS, OWNER, AND THE UTILITY PROVIDERS. APPLYING ASPHALT VIBRATING SCREED. PLACEMENT IN INACCESSIBLE AND SMALL AREAS MAY BE COURSE TYPE 2 OR D COMPACTED DENSITY,
6"THK
TO W.W.F. (TYP.)
95/o STD. PROCTOR DENSITY 6 THK
co T
13. ALL EXCAVATIONS SHALL BE BACKFILLED TO EXISTING GRADE AT THE END OF EACH WORK DAY, UNLESS BY HAND. d'
cc
OTHERWISE APPROVED BY OWNER.WORK AREAS SHALL BE PROTECTED TO PREVENT ACCIDENTAL ENTRY. / OO cc Z C�
14. ALL EXISTING SUBSURFACE STRUCTURES AND UTILITIES OR SYSTEMS SHOWN ON PLANS ARE APPROXIMATE. - 8. PROVIDE JOINTS BETWEEN OLD AND NEW PAVEMENTS OR BETWEEN co N
cm
RELATED WORK AND CONNECTIONS TO SUCH SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO ANY o o 0 o SUCCESSIVE DAY'S WORK. TYPICAL PATIO/SIDEWALK DETAIL L u y N �.
RELATED OR DEPENDENT CONSTRUCTION. BINDER COURSE NOT TO SCALE Q3 x m p'y
15. UNLESS OTHERWISE INDICATED,ALL SPOT GRADES SHOWN ARE TO FINISH GRADE. o a o lig a o a o 9. AFTER COMPLETION OF PAVING AND SURFACING OPERATIONS, CLEAN y O LL. r
16. CONTRACTOR SHALL INSTALL AND MAINTAIN SITE EROSION AND SEDIMENT CONTROL MEASURES FOR DURATION -17 a o BUILDING OR SURFACES OF EXCESS OR SPILLED ASPHALT, GRAVEL, OR STONE MATERIALS C m c* .�.
OF PROJECT UNTIL SITE RE-STABILIZATION IS ESTABLISHED. Q TO THE SATISFACTION OF THE ENGINEER. Q Q3 C
a o a a o o a
17. CONTRACTOR SHALL IMPLEMENT NOISE AND DUST CONTROL PROCEDURES AND MEASURES AND COORDINATE SUBBASE 10. PAVEMENTS AND ROADWAYS SHALL BE UNIFORMLY GRADED BETWEEN PAVEMENT EDGE J O.. C.� .�.�
ALL CONSTRUCTION ACTIVITIES WITH OWNER DURING ALL STAGES OF THE SPECIFIED WORK.18. EXISTING ON SITE RUBBISH OR REFUSE SHALL BE REMOVED FROM SITE. CONTRACTOR SHALL PROPERLY o 0 0 0 0 o a a a HIGH AND LOW POINTS SPECIFIED. PROVIDE SLOPED SURFACES TO DRAIN LlDISPOSE OF ALL REFUSE AND DEBRIS IN A LEGAL MANNER.ALL DEBRIS SHALL BE REMOVED FROM THE SITE IN A ENTIRELY TO STORM WATER DEVICES WITHOUT PONDING.
/ � 1�1 \\ \\ ti\ \\ \\�
TIMELY FASHION SO AS NOT TO DISRUPT PROGRESS AND TO ENSURE SAFE SITE CONDITIONS. :�\�\\�\\.\\.�\ /i�/i�/i�ls�/��/ ' ' '�/i /l�li�/i�/i��'i�/i�. SEE PLAN FOR WIDTH CONT. EDGING
19. CONTRACTOR SHALL PERFORM SITE CLEANUP AT COMPLETION OF PROJECT, INCLUDING ALL PUBLIC AND ALL FEDERAL,STATE,AND LOCAL CODES AND
REGULATIONS SHALL BE CONSIDERED TO BE PART
PRIVATE LANDS AND RIGHTS-OF-WAY, PARKING LOTS, DRIVING LANES, PUBLIC STREETS, SIDEWALKS,AND COMPACTED SUBGRADE GROUND SURFACE OF THE BUILDING DETAILS AND SPECIFICATIONS
HEREIN.IF DISCREPANCIES BETWEEN THE CODES
EXISTING CATCH BASINS AND DRAINAGE STRUCTURES.ALL AREAS SHALL BE CLEANED OF DEBRIS, DUST, ----: AND REGULATIONS AND THE INFORMATION
SEDIMENT,AND ETC. VFF CONTAINED ON THESE PLANS EXIST,THE MORE
20. CONTRACTOR SHALL NOT REMOVE OR DISTURB ANY ITEMS KNOWN TO CONTAIN HAZARDOUS MATERIALS OR PAVEMENT CONNECTION DETAIL AT EXISTING 7 I I I I I �� SHOWN,DESCRIBED,
APPLY UNLESS THE INFORMATION
} --__ �- SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION
SUBSTANCES. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY OF HAZARDOUS MATERIALS OR SUBSTANCES NOT TO SCALE OF THE CODE,IN WHICH CASE THE CODE OR
DISCOVERED DURING COMPLETION OF SPECIFIED WORK. 6"PEA GRAVEL REGULATION SHALL TAKE PREFERENCE OVER PLANS.
21. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL = FILTER LAYER
a � I DIG SAFELY NEW YORK
SAFETY STANDARDS AND REGULATIONS AND INDUSTRY STANDARDS FOR INDIVIDUAL TRADES. LU CALL BEFORE You DIG
WOVEN WIRE FENCE 41SIDES LAPPED 6 INCHES LTER FABRIC WAIT THE RECAUTILITY
ED RESPME
ONSE
-CONFIRM UTILITY RESPONSE
RESPECT THE MARKERS
(MIN. 14 1/2 GAUGE W/ - UNDER PEA GRAVEL DIG WITH CARE
10'MAX. C. TO C. MAX. 6"MESH SPACING g - FILL WITH 1.5"-2.5" SAFE DIGGING IS EVERYONES RESPONSIBILITY!
36"MIN. LENGTH FENCE III_
0_ PLEASE CALL 1-800-962-7962 BEFORE YOU DIG.
POSTS DRIVEN MIN. 16" Ill
I WASHED AGGREGATE IISITTwww.dig felyn"ork.comFORADDITIONAL
INTO GROUND
iIT IS A VIOLATION OF SECTION 7209 SUBDIVISION
2 OF THE NEW YORK STATE EDUCATION LAW
I FOR ANY PERSON,UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
HEIGHT FILTER - ENGINEER,TO ALTER THIS DOCUMENT IN ANY
. 1 = 16"MIN.. I I I- WAY.IF AN ITEM BEARING THE SEAL OF AN
r ENGINEER IS ALTERED,THE ALTERING ENGINEER
- SHALL AFFIX TO THE ITEM HIS SEAL AND THE
MIN. < I I III I ( I I NOTATION"ALTERED Br FOLLOWED BY HIS
SIGNATURE 11iE DATE OF SUCH ALTERATION,
1 SLOPE OR LESS ! AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
PERSPECTIVE VIEW
36"MIN. FENCE POST
HAY BALES AT
- WOVEN WIRE FENCE MIN. 141/2 ---
ACCESS OPENING (
_ GAUGE wi Max. s" MESH SPACING) EAVE TRENCH DETAIL
WITH FILTER CLOTH NOT TO SCALE
5 COORD. W/EQUIPMENT REQ'MNTS. FLOW N MAINTENANCE: INSPECT P
_... UNDISTURBED GROUND EA GRAVEL ANNUALLY FOR SEDIMENT ACCUMULATION
- - ' OR OBSTRUCTIONS AND CLEAN ANQ REPLACE/REPLENISH AS NECESSARY. ENGINEERS STAMP:
COMPACTED SOIL co z
EMBED FILTER CLOTH
T T T MIN. OF 6"IN GROUND
4"
SECTION VIEW
f O ° MAX. SLOPE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES
10/o MAX. SLOPE SILT FENCE AT PERIMETER 10/o M
OR STAPLES. POSTS SHALL BE STEEL EITHER"T"OR"U"TYPE OR HARDWOOD.
INSTALLATION NOTES: 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE
1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION.
GRADE SHALL NOT EXCEED 10%. COORDINATE LOCATIONS IN FIELD W/EXISTING FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6"MAXIMUM MESH OPENING.
SITE CONDITIONS.
2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-
LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X,
3. UPON COMPLETION OF SOIL STOCKPILING, EACH STOCKPILE SHALL BE MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.
SURROUNDED WITH SILT FENCING,THEN EITHER STABILIZED WITH REVISIONS
VEGETATION OR COVERED IF CONSTRUCTION ACTIVITY PLANNED TO 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.
STOP FOR MORE THAN 14 DAYS. 5
4. SEE DETAILS FOR INSTALLATION OF SILT FENCE 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
"BULGES" DEVELOP IN THE SILT FENCE(6" MAXIMUM OF COLLECTED SEDIMENT). 4
5. REMOVE AND REPLACE HAY BALES EACH DAY DURING STOCKPILE USE. 6. ALL SILT FENCES SHALL BE INSTALLED PARALLEL WITH CONTOURS.
6. ALL LEFT-OVER MATERIALS TO BE REMOVED FROM SITE UPON COMPLETION OF PROJECT. 3
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SOIL STOCKPILE DETAIL SILT FENCE CONSTRUCTION SPECIFICATIONS 2
NOT TO SCALE NOT TO SCALE 1
PROJECT NO. : 1571 z
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SCALE: AS NOTED
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DATE: 6/30/20 z
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GROUND SURFACE OPTIONAL WATER-TIGHT ACCESS COVER 29'
AND SOLID CONC BRICK OR PRECAST
GENERAL WSTEWATER AND SEWER NOTES:
EXTENSIONS TO GRADE(MORTARED)
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1. ALL WASTEWATER AND SEWER SYSTEMS AND ASSOCIATED COMPONENTS SHALL BE INSTALLED IN Cr W CL
T INLET STRICT CONFORMANCE WITH SPECIFICATIONS AND DETAILS PROVIDED HEREIN AND IN ACCORDANCE
77
-fit WITH ALL NYSDOH, NYSDEC, AND THE TOWN OF QUEENSBURY STANDARDS AND REQUIREMENTS.
I -III-III _j
MIN 29'0 ACCESS OPNG EACH END 2. SEWER PIPE IN RELATION TO WATER SUPPLY LINES: WHERE POSSIBLE SEWERS SHALL BE LAID AT LEAST = zW
10'HORIZONTALLY FROM ANY EXISTING OR PROPOSED PRESSURIZED WATER LINE. VERTICAL W C3 <
FLEXIBLE PIPE BOOT/SLEEVE, TYP SEPARATION SHALL BE MAINTAINED TO PROVIDE 18"CLEAR BETWEEN TOP OR BOTTOM OF SEWER PIPE 7. 1
TO THE TOP OR BOTTOM OF ANY WATER LINE AT UTILITY CROSSINGS. w °' Ct Lu
4!'0 INLET
MAR
TOP VIEW CONCRETE OR STONE 3. ALL GRAVITY SANITARY SEWERS SHALL BE SDR 35 PVC UNLESS OTHERWISE SPECIFIED WITH ASTM 3034
ABOVE ALL
(SLOPE MIN 2%) 4"0 OUTLET MARKER
LIQUID BURRIED COVERS
TO D-BOX PIPE AND FITTINGS AND RUBBER GASKET JOINTS. INSTALL AT INVERTS SPECIFIED. FIELD VERIFY
1 LEVEL RECOMMENDED.
• (SLOPE MIN 1%) GRADE EXISTING CONDITIONS AND SEWER LOCATIONS/INVERTS WHEN CONNECTING TO EXISTING SYSTEM
INV. OF INLET 101, COMPONENTS. INSTALL SEWER PIPE WITH A UNIFORM SLOPE BETWEEN DESIGNATED OR CONTROL
2" MIN. ABOVE
18 EFFLUENT FILTER ELEVATIONS AND POINTS WITHOUT SAGS OR HUMPS. THE MINIMUM SLOPES FOR ALL SEWER PIPE SHALL
INV. OF OUTLET I POLYLOK ZABEL Al 00
BE 2% FOR SEWAGE LINES AND 1%FOR EFFLUENT ONLY LINES.
SANITARY TEE
8X18 VC, OR EQUAL
11 !
6"-12"COVER TOPSOIL, SEED, &MULCH
PRECAST SEPTIC 4. ALL DIRECTIONAL CHANGES IN SEWER SERVICE LATERALS SHALL BE MADE WITH A SINGLE BEND OR TWO
INSPECTION COVER BENDS CONNECTED BY A ONE-FOOT STUB, SUCH THAT FITTINGS DO NOT EXCEED 45° CHANGES IN
a TANK(FORT MILLER
_j CO. INC OR EQUAL) INLET BAFFLE ■
DIRECTION.
9 (TRAFFIC RATED) 5 OUTLET
DIST. BOX 5. ALL PIPE OPENINGS AND/OR PENETRATIONS IN CONCRETE STRUCTURES SHALL BE FORMED OPENINGS
2' BAFFLES MAY BE LLJ
p.1
OR CORE DRILLED WITH RUBBER BOOTED SLEEVES. USE STAINLESS STEEL BAND CLAMPS AND •
USED INSTEAD OF
14 % INLET FROM
SANITARY TEES SHOWN CONNECTORS TO ENSURE WATER-TIGHT CONNECTIONS.
j
COMPACTED iv TANK
SUBSURFACE SOIL AND
6. DETAILS PROVIDED AND INCLUDED IN THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT Q3
c"I
12,OF SAND/PEA GRAVEL INTENDED TO SHOW ACTUAL CONDITIONS OR INFORMATION TO SCALE. CONTRACTOR IS FULLY
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---------- --- - ------ RESPONSIBLE FOR IMPLEMENTING WORK IN ACCORDANCE WITH DETAILS IN A SAFE AND RESPONSIBLE S:
4*0 ABSORPTION
MANNER INCLUDING PROVIDING PROPER EXCAVATIONS AND IMPLEMENTING SAFETY PRECAUTIONS
PRECAST TANK BY FORT MILLER CO. OR
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TRENCH LATERAL WHEN WORKING WITH HEAVY EQUIPMENT. PROVIDE SHORING AND TRENCH BOXES AS REQUIRED FOR
EQUAL
OUTLETS WITH HIGH COMPLETION OF WORK.
NOTE: DIMENSIONS SHOWN MAY VARY FROM -4000 PSI CONCRETE-REINFORCEMENT ASTM A615 GRADE 60 DENSITY POLYETHYLENE COMPACTED
ACTUAL TANK SUPPLIED, COORDINATE ALL WORK -REINFORCEMENT ASTM A185 GRADE 60 PIPE SEALS AND SPEED SUBSURFACE SOIL AND cm
AND TANK REQUIREMENTS WITH MANUFACTURER LEVELERS(SEE SITE
-ENTRAINED AIR 5-9% ■
SECTION VIEW 12"OF SAND/PEA GRAVEL Go
-CONCRETE&REINFORCEMENT PER PLAN FOR LATERAL cm
ASTM C478 INVERTS) GARAGE WASTEWATER SYSTEM DESIGN INFORMATION CIO
SEPTIC TANK NOTES: -MEET ASTM C890, H2O TRAFFIC LOADING DB5 DISTRIBUTION BOXC � � o
1. REFER TO SITE PLAN FOR TANK SIZES, LOCATIONS,AND/OR ELEVATIONS. NOT TO SCALE cm
TYPE OF SYSTEM: ELJEN GSF BED SYSTEM Uj Q.DISTRIBUTION DEVICE NOTES: cr) coi. cp 0
2, THE MINIMUM DISTANCE BETWEEN THE INLET AND OUTLET SHALL BE SIX FEET. NO. GALS. PER BEDROOM: 110 GPD Lo CL
"i a..
3. TANKS MUST BE WATERTIGHT, CONSTRUCTED OF DURABLE MATERIAL NOT SUBJECT TO CORROSION, DECAY, FROST DAMAGE, OR DESIGN FLOW RATE: 110 GPD FOR 1 BEDROOM G3 x ION'
CRACKING. ADD 100 GPD FOR POOL USE CIO C) LL. ti
4. TANKS WITH A LIQUID DEPTH OF 48 INCHES OR MORE SHALL HAVE A TOP OPENING WITH A MINIMUM OF 20 INCHES DIAMETER. 1. MINIMUM SLOPE OF EACH OUTLET PIPE SHALL BE 1%TO TRENCH INVERT U.N.O. DESIGN FLOW=210 GPD cc c*
5. TANKS SHALL HAVE INLET AND OUTLET BAFFLES, SANITARY TEES OR OTHER DEVICES TO PREVENT THE PASSAGE OF FLOATING SOLIDS 2. ALL OUTLET PIPES FROM DISTRIBUTION BOX TO HAVE FLOW LEVELERS INSTALLED CALIBRATED FOR EVEN FLOW TO MINIMUM SEPTIC TANK CAPACITY: 1000 GAL 0AND TO MINIMIZE DISTURBANCE OF SETTLED SLUDGE AND FLOATING SCUM BY SEWAGE ENTERING AND LEAVING THE TANK. EACH OUTLET. DESIGN PERCOLATION RATE: 1-5 MIN/IN 4!
6. THERE SHALL BE A MINIMUM OF ONE INCH CLEARANCE BETWEEN THE UNDERSIDE OF THE TOP OF THE TANK AND THE TOP OF ALL 3. DISTRIBUTION BOX KNOCKOUTS TO HAVE HIGH DENSITY POLYETHYLENE PIPE SEALS. .4 O., C.'3 :�.
SOIL APPLICATION RATE: 0.95 GPD/SF
BAFFLES, PARTITION AND/OR TEES. 4. THE DISTRIBUTION BOX SHALL HAVE A REMOVABLE COVER NOT MORE THAN 12 INCHES BELOW GRADE. WHERE, DUE MINIMUM BED BASAL AREA: 210/0.95=221 SF
7. TANKS SHALL BE PLACED ON AT LEAST A 12 INCH BED OF COMPACTED SAND OR GRAVEL. TO SITE CONDITIONS, A DISTRIBUTION BOX MUST BE GREATER THAN 12 INCHES BELOW THE SURFACE, AN BED WIDTH: MAX 6FT
8. THERE SHALL BE A MINIMUM DROP IN ELEVATION OF TWO INCHES BETWEEN THE INVERTS OF THE INLET AND OUTLET PIPES. EXTENSION COLLAR SHALL BE INSTALLED TO WITHIN 12 INCHES OF THE SURFACE. REQUIRED BED LENGTH: 37FT(38FT PROPOSED)
9. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 POUNDS PER SQUARE INCH(PSI)AT 28 DAYS SET. 5. ALL OUTLETS FROM THE DISTRIBUTION BOX SHALL BE AT THE SAME LEVEL, AND HAVE THE SAME SLOPE FOR THE NUMBER OF GSF MODULES: 210/0.95/6SF/LF 9 B43 MODULES REGULATIONS
LL FEDERAL,STATE,ANCONSIDERED
LOCAL CODES AND
10. WALL THICKNESS SHALL BE A MINIMUM OF THREE INCHES UNLESS THE DESIGN HAS BEEN CERTIFIED BY A NEW YORK LICENSED FIRST FEW FEET TO ENSURE THE EVEN DISTRIBUTION OF FLOW. REGULATIONS SHALL BE CONSIDERED TO BE PART
PROFESSIONAL ENGINEER AS COMPLYING WITH ALL APPROPRIATE REQUIREMENTS FOR THIN-WALL CONSTRUCTION. ALL WALLS, 6. DISTRIBUTION BOXES MUST BE SET ON FIRM COMPACTED SAND/GRAVEL SOIL. PLACE A COMPACTED BED OF SAND OF THE BUILDING DETAILS AND SPECIFICATIONS
HEREIN.IF DISCREPANCIES BETWEEN THE CODES
BOTTOM AND TOP SHALL CONTAIN REINFORCING TO ASSURE A TRAFFIC RATED DESIGN AND APPLICATION. OR GRAVEL BELOW STRUCTURE AT LEAST 12 INCHES THICK. AND REGULATIONS AND THE INFORMATION
11. ALL JOINTS SHALL BE SEALED SUCH THAT THE TANK IS WATER-TIGHT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED FOR 7. THE DROP BETWEEN INLET AND OUTLET INVERTS SHALL BE AT LEAST TWO INCHES. A BAFFLE IS REQUIRED AT THE CONTAINED ON THESE PLANS EXIST,THE MORE
WATER-TIGHTNESS PRIOR TO BACKFILLING. INLET SIDE OF THE BOX. STRINGENT SHALL APPLY UNLESS THE INFORMATION
SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION
12. TANK SIZED FOR PLANNED OCCUPANCY IN ACCORDANCE WITH DESIGN NOTES, SEE SITE PLAN FOR MINIMUM VOLUME/SIZE. 8. THERE SHALL BE A MINIMUM TWO INCH CLEARANCE BETWEEN THE INVERTS OF THE OUTLETS AND THE BOTTOM OF OF THE CODE,IN WHICH CASE THE CODE OR
13. USE PRECAST TANK BY FORT MILLER CO., INC. OR EQUAL. THE BOX. REGULATION SHALL TAKE PREFERENCE OVER PLANS.
9. PRECAST DISTRIBUTION BOX SHOWN BY FORT MILLER CO., INC. OR EQUAL. DIG SAFELY NEWYORK
CALL BEFORE YOU DIG
TYPICAL SEPTIC TANK DETAIL -WAIT THE REQUIRED TIME
-CONFIRM UTILITY RESPONSE
NOT TO SCALE (PRECAST CONCRETE) -RESPECT THE MARKERS
ELJEN IN-DRAIN STANDARD NOTES: -DIG WITH CARE
ONSITE SAND/GRAVEL BACKFILL SAFE DIGGING IS EVERYONES RESPONSIBILITY!
(REMOVE STONES>2") 1. THE DESIGN COMPLIES WITH AND MUST BE INSTALLED IN ACCORDANCE WITH THE MOST CURRENT ELJEN NEW YORK DESIGN AND PLEASE CALL 1-800-962-7962 BEFORE YOU DIG.
INSTALLATION MANUAL. VISIT vwm.digsafelynewyork.Gom FOR ADDITIONAL
INFORMATION.
24"TOPSOIL 2. REFER TO GENERAL WASTEWATER NOTES FOR ADDITIONAL REQUIREMENTS, DESIGN INFORMATION AND RESTRICTIONS.
O 3. ORGANIC MATERIAL THAT CAN RESTRICT FLOW MUST BE REMOVED FROM THE ABSORPTION AREA. THE SOIL MUST BE SCARIFIED TO PROVIDE IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
4"0 PERFORATED 0) DEEP CHANNELS FOR THE SAND FILTER.A PLOWED INTERFACE ON CONTOUR IS RECOMMENDED TO PREPARE THE SOIL FOR FILL PLACEMENT. 2 OF THE NEWYORK STATE EDUCATION LAW
PVC PIPE aFOR ANY PERSON,UNLESS ACTING UNDER THE
2 SCARIFY ANY SMEARED SUBSOIL PRIOR TO FILL PLACEMENT.
co DIRECTION OF A LICENSED PROFESSIONAL
04 4. FILL MATERIAL SHALL MEET OR EXCEED STATE OF NEW YORK CODE REQUIREMENTS. ALL FILL MATERIAL SHALL BE CLEAN BANK RUN SAND, ENGINEER,TO ALTER THIS DOCUMENT IN ANY
GEOTEXTILE FABRIC 0 FREE OF TOPSOIL,HUMUS,AND-DREDGING'DIRECTLY BENEATH THE GSF SYSTEM. WAY.IF AN ITEM BEARING THE SEAL OF AN
COVER ENGINEER IS ALTERED,THE ALTERING ENGINEER
5. ASTM C33 SPECIFIED SAND WITH LESS THAN 10%PASSING A#100 SIEVE AND LESS THAN 5%PASSING A#200 SIEVE SHALL BE PLACE BELOW SHALL AFFIX TO THE ITEM HIS SEAL AND THE
--------�l AND AROUND THE GSF MODULES,WITH 6 INCHES MINIMUM UNDERNEATH AND 6 INCHES MINIMUM SURROUNDING THE GSF MODULES IN D BY"FOLLOWED BY HIS
ELJEN MODULE 0
z TRENCH CONFIGURATIONS. SIGNATURE, E DATE OF SUCH ALTERATION,
0 AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
cy)
CONCRETE SAND 6. ELJEN PROVIDED GEOTEXTILE COVER FABRIC SHALL PROVIDE PROPER TENSION AND ORIENTATION OF THE FABRIC AROUND THE SIDES OF
ASTM C 33 THE PERFORATED PIPE ON TOP OF THE GSF MODULES. FABRIC SHOULD BE NEITHER TOO LOOSE, NOR TOO TIGHT. THE CORRECT TENSION OF
(BOT.&SIDES) THE COVER FABRIC IS SET BY:
04
61. SPREADING THE COVER FABRIC OVER THE TOP OF THE MODULE AND DOWN BOTH SIDES OF THE MODULE WITH THE COVER FABRIC
TENTED OVER THE TOP OF THE PERFORATED DISTRIBUTION PIPE.
>_
a- 3'-10" 1'-13"(TYP ES) 6.2. PLACE SHOVEL FULL'S OF SPECIFIED SAND DIRECTLY OVER THE PIPE AREA ALLOWING THE COVER FABRIC TO FORM A MOSTLY VERTICAL
ORIENTATION ALONG THE SIDES OF THE PIPE. REPEAT THIS STEP MOVING DOWN THE PIPE.
GROUNDWATER OR 7. BACKFILL MATERIAL SHALL BE CLEAN WITH NO ROOTS OR STONES LARGER THAN 2 INCHES IN ANY DIMENSION TO A MINIMUM DEPTH OF 8
IMPERVIOUS SOIL CO 6-9' INCHES OVER THE GSF MODULES AND FINAL COVER FOR VEGETATION OF 4 INCHES TO 6 INCHES OF CLEAN LOAM.
8. ANY SYSTEM WHICH IS MORE THAN 18 INCHES BELOW FINISH GRADE AS MEASURED FROM THE TOP OF THE MODULE SHALL BE VENTED.
9. ALL SYSTEMS REQUIRE SUFFICIENT OXYGEN SUPPLY TO THE GSF SYSTEM TO MAINTAIN PROPER LONG TERM EFFLUENT TREATMENT. IF A ENGINEERS STAMP:
P-TRAP IS INSTALLED BETWEEN THE SEPTIC TANK AND THE HOME IT SHOULD BE REMOVED TO ALLOW AIR TO FLOW FROM THE GSF UP
THROUGH THE HOME VENT. ALTERNATIVELY PROVIDE A 4-INCH PVC VENT PIPE FROM THE TANK TO A CODE COMPLIANT VENTING LOCATION
TYPICAL ELJEN BED SECTION AND CONFIGURATION.
NOT TO SCALE 10. AN EFFLUENT FILTER SHALL BE INSTALLED ON THE SEPTIC TANK OUTLET IMMEDIATELY PRECEDING THE DISTRIBUTION BOX.
ELJEN IN-DRAIN BEDITRENCH INSTALLATION NOTES:
PVC THREADED CAP
1. CAREFULLY LAYOUT THE SYSTEM COMPONENTS TO MAINTAIN THE REQUIRED SETBACKS FROM THE PROPERTY BOUNDARY, BUILDINGS,
FINISHED GRADE SYSTEM COMPONENTS, WATER SYSTEMS(ONSITE AND NEIGHBORING PROPERTY),AND OTHER TOPOGRAPHIC BOUNDARIES. DEFINE THE
77 TE-T r FE] LOCATION AND ELEVATION OF THE TRENCH OR BED BASED ON LIMITING CONDITIONS SUCH AS BEDROCK OR SEASONAL HIGH WATER TABLE
ELEVATION. SET THE SEPTIC TANK OUTLET ELEVATION AND PIPE GRADES REQUIRED TO MAINTAIN FLOW TO EACH COMPONENT.
rr_--n TO i I E I I 2. DO NOT INSTALL A SYSTEM ON SATURATED GROUND OR WET SOILS THAT CAN SMEAR DURING EXCAVATION. KEEP HEAVY MACHINERY OFF
I I fffl I
CLAY SOILS USED FOR THE GSF SYSTEM AS WELL AS DOWN-SLOPE FROM THE SYSTEM WHERE SOIL STRUCTURE IS CRITICAL FOR
6"THK X12"SQ 4"SCHED 40 RISER AS ABSORPTION AND DRAINAGE OF THE TREATED EFFLUENT.
ENCASEMENT OPTIONAL REQUIRED 3. PLAN ALL DRAINAGE REQUIREMENTS UP-SLOPE OF THE SYSTEM TO AVOID ABSORPTION AREAS. SET SOIL GRADES TO ENSURE THAT STORM
(FLUSH WITH GRADE)W/ 45-BEND(SCHED 40) WATER DRAINAGE AND GROUND WATER IS DIVERTED AWAY FROM THE ABSORPTION AREA ONCE THE SYSTEM IS COMPLETE.
3/4'CHAMFER ON ALL 4. EXCAVATE THE TRENCH REMOVING ORGANIC MATERIALS SUCH AS GRASSES AND SHRUBS. SCARIFY THE RECEIVING LAYER TO MAXIMIZE THE REVISIONS
SIDES INTERFACE BETWEEN THE NATIVE SOIL AND SPECIFIED SAND.
4"WYE(SCHED 40) 5. MINIMIZE WALKING IN THE TRENCH PRIOR TO PLACEMENT OF THE SPECIFIED SAND TO AVOID SOIL COMPACTION. 5
6. PLACE ASTM C 33 CONCRETE SAND IN TRENCHES. SEE ELJEN STANDARD NOTES FOR MORE INFORMATION ON THE SPECIFIED SAND F4
FLOW FLOW SPECIFICATION. THE COMPACTED SPECIFIED SAND HEIGHT BELOW THE GSF MODULE MUST BE 6 INCHES MINIMUM.
7. A HAND TAMPER IS SUFFICIENT TO STABILIZE THE SAND BELOW THE GSF MODULES. SET A LEVEL SURFACE FOR EACH ROW OF MODULES ON 3
IL
THE SURFACE OF THE SPECIFIED SAND USING A 2-INCH X 4-INCH BOARD AND CARPENTER'S LEVEL OR A LASER BEFORE PLACING THE a
MODULES. 2 z
8. PLACE GSF MODULES WITH THE SINGLE PIECE OF CUSPATED CORE IN EACH GEOTEXTILE CORRUGATION AND THE PAINTED STRIPE FACING UP,
PVC THREADED CAP END TO END ON TOP OF THE SPECIFIED SAND.
9. PROVIDE DISTRIBUTION BOX INSTALLED IN ACCORDANCE WITH SITE PLANS AND DETAILS. INSTALL FLOW EQUALIZERS IN A GRAVITY FED
FINISHED GRADE DISTRIBUTION BOX. USE SPEED LEVELERS TO EQUALIZE DISTRIBUTION BETWEEN LINES IN DOSED DISTRIBUTION BOX DESIGNS. PROJECT NO. : 1571
10. USE 4-INCH SDR-35 OR EQUIVALENT SOLID WALL PIPE FROM THE DISTRIBUTION BOX TO THE PERFORATED PIPE ABOVE THE GSF MODULES. SCALE: AS NOTE;
. I
-11 lEl I FEI I I k_I I
11. CENTER 4-INCH SDR-35 OR EQUIVALENT PERFORATED DISTRIBUTION PIPE LENGTHWISE OVER MODULES WITH ORIFICES AT THE 5&7 O'CLOCK
POSITIONS.
DATE: 6/30/20 (n
12. SECURE DISTRIBUTION PIPE TO GSF MODULES USING ONE ELJEN WIRE CLAMP PER MODULE. POSITION LEGS OF WIRE CLAMP ON BOTH SIDES z
6"THK XlZ'SQ 4"SCHED 40 RISER AS OF THE PERFORATED PIPE. PUSH CLAMP ENDS STRAIGHT DOWN INTO UP-FACING CORE, THROUGH THE FABRIC AND INTO THE UNDERLYING 0 0
ENCASEMENT OPTIONAL REQUIRED SAND. DRAWN BY: DVVRPE z
(FLUSH WITH GRADE)W/ 45*BENDS(SCHED 13. INSTALL THE MANUFACTURER SUPPLIED COVER FABRIC. COVER FABRIC PLACEMENT REQUIRES SETTING THE TENSION AND ORIENTATION OF r
3/4"CHAMFER ON ALL 40) THE FABRIC AROUND THE SIDES OF THE PERFORATED PIPE ON TOP OF THE GSF MODULES. IF THE FABRIC IS TOO LOOSE, IT BLOCKS THE PROJECT:
D SIDES EFFLUENT FROM DRAINING INTO THE MODULES. IF THE FABRIC IS TOO TIGHT, IT COULD TEAR IF PUNCTURED BY A SHARP OBJECT AND ALLOW 0
SOIL AND SAND TO FALL INTO THE OPEN CORRUGATIONS OF THE MODULES.THE CORRECT TENSION OF THE COVER FABRIC IS SET BY: STECIUK GARAGE
13.1. SPREADING THE COVER FABRIC OVER THE TOP OF THE MODULE AND DOWN BOTH SIDES OF THE MODULE WITH THE COVER FABRIC
62 COUNTRY CLUB RD
FLOW TENTED OVER THE TOP OF THE PERFORATED DISTRIBUTION PIPE.
13.2. PLACE SHOVEL FULL'S OF SPECIFIED SAND DIRECTLY OVER THE PIPE AREA ALLOWING THE COVER FABRIC TO FORM A MOSTLY VERTICAL
ORIENTATION ALONG THE SIDES OF THE PIPE. REPEAT THIS STEP MOVING DOWN THE PIPE. DRAWING TITLE 0
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NOTE: INSTALL SEWER CLEANOUTS AT ALL 13.3. ANCHOR THE COVER FABRIC BY PLACING SPECIFIED SAND ALONG THE SIDES AND UP TO THE TOP OF THE MODULE AND WALK IT IN TO uj
LOCATIONS DESIGNATED ON SITE PLAN ("C.O.") ENSURE THE COVER FABRIC IS SECURE IN PLACE.
WASTEWATER SYSTEM wao�
14. TRENCH: PLACE 6 INCHES MINIMUM OF SPECIFIED SAND ALONG THE OUTSIDE PERIMETER OF THE MODULE(S)AND 6 INCHES AT THE ENDS OF a
EACH ROW. SIDEWALL SEPARATION BETWEEN TRENCHES SHALL BE 4 FEET OF NATIVE SOIL. DETAILS
15. BED: SPECIFIED SAND PLACEMENT WILL VARY BETWEEN MODULE ROWS AND AROUND PERIMETER OF THE BED WITH A MINIMUM OF 12 INCHES
CLEAN-OUT DETAILS OF SPECIFIED SAND BETWEEN MODULES ROWS, ALONG OUTSIDE PERIMETER, AND AT THE ENDS OF EACH ROW. co
16. COMPLETE BACKFILL WITH SANDY LOAM TO 12 INCHES MINIMUM OVER THE GSF MODULES. BACKFILL EXCEEDING 18 INCHES REQUIRES DRAWING NO. 0
NOT TO SCALE z
VENTING AT THE DISTAL(FAR)END OF EACH MODULE ROW. FILL SHOULD BE CLEAN, POROUS, AND DEVOID OF LARGE ROCKS. FILL SHALL HAVE
A PERCOLATION RATE OF 5 TO 7 MINUTES PER INCH. DO NOT USE WHEELED EQUIPMENT OVER THE SYSTEM. A LIGHT TRACK MACHINE MAY BE
co
USED WITH CAUTION, AVOIDING CRUSHING OR SHIFTING OF PIPE ASSEMBLY. BACKFILL FROM THE UPSLOPE SIDE. MAINTAIN ADEQUATE FILL co
DEPTH BELOW A LIGHT WEIGHT TRACK MACHINE TO AVOID CRUSHING OR DISTURBING THE DISTRIBUTION PIPES ABOVE THE MODULES. C =3 z
17. FINISH GRADE TO PREVENT SURFACE PONDING. TOPSOIL,SEED, AND STRAW MULCH AREA IMMEDIATELY UPON CONSTRUCTION. w
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