005 I l N
GENERAL NOTES: o 0
BEEHIVE GRATE AND FRAME 50'-0" EXISTING '4 I N
_,
I .
THE ENVIRONMENTAL DESIGN PARTNERSHIP IS NOT RESPONSIBLE FOR ANY CONSTRUCTION WORK FILL SPECIFICATIONS ARE CONSIDERED MINIMAL AND ARE SUBJECT TO CHANGE UPON DISCOVERY OF FO MANUFACTURED BY NEENAH EXISTING PAVEMENT F
FOUNDARY COMPANY OR APPROVED GROUND �.
\ _....
PERFORMED PRIOR TO FINAL APPROVAL OF ALL PLANS AND SECURING OF ALL PERMITS AND FILING UNFAVORABLE SITE SOIL CONDITIONS AND/OR BY A GEOTECHNICAL ENGINEER RETAINED BY THE EQUAL. NO. R-2561 6" MIN.
(OPTIONAL)
OF ALL MAPS. OWNER/ DEVELOPER. MOUNTABLE BERM
CONTRACTOR TO ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL DESIGN ALL STORM SEWER PIPE TO BE DUAL WALL HIGH-DENSITY POLYETHYLENE WITH SMOOTH INTERIOR SEAL ALL GRADE EXTENTION JOINTS, FINISHED GRADE FILTER CLOTH PROFILE
PARTNERSHIP AND MUNICIPALITY PRIOR TO CONSTRUCTION. AND ANNULAR CORRUGATED EXTERIOR. PIPE JOINTS ARE TO BE SILT-TIGHT WITH EITHER INTEGRAL
INCLUDING TOP SLAB AND C.I. FRAME WITH �
FIELD ADJUSTMENTS MUST BE APPROVED BY THE ENVIRONMENTAL DESIGN PARTNERSHIP AND THE BELL & SPIGOT JOINTS WITH RUBBER GASKETS MEETING ASTM F477, SILT-TIGHT PREMIUM BAND " MIN. THICKNESS NON-SHRINK 50'-0" MIN.
MUNICIPALIIYS ENGINEER PRIOR TO CONSTRUCTION. COUPLERS WITH RUBBER GASKETS OR STANDARD BAND COUPLERS WRAPPED WITH NON-WOVEN
GEOTEXTILE FABRIC 4-FEET WIDE AND OVERLAPPED AT EACH END. WATERTIGHT JOINTS ARE CEMENTITIOUS STRUCTURAL GROUT (7200 -J I I-_ __ �\
PSI MIN. SUCH AS HARRIS DOT i- - �� 6" TOPSOIL
REQUIRED WHERE PE PIPE IS SPECIFIED FOR SMA BASIN INLET PIPE AND FITTINGS. III =I I-III- -III
CONTRACTOR IS TO VERIFY THAT ALL NECESSARY WORK PERMITS AND EASEMENT'S ARE IN PLACE CONSTRUCTION GROUT, SIKAGROUT 212, a
PRIOR TO COMMENCEMENT OF WORK. OR APPROVED EQUAL) I j I- -0" INSIDE DIA. CONCRETE �s
CATCH BASIN GRATES ARE TO BE BICYCLE SAFE. $" 2'GRADE EXTENSION (8" WALL THICKNESS) o _ '
THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS AND TAKE ALL SPECIAL TEMPORARY AND FILTER FABRIC C
PERMANENT PRECAUTIONS NECESSARY TO ENSURE A STABLE AND SECURE JOB. THE INFORMATION REPRESENTED WITHIN THESE DOCUMENTS DOES NOT IMPLY ANY CONTRACT WITH, OVERLAP (TYP.) 6" MIN. I
OR OBLIGATION FOR, PERFORMING ANY OR ALL TOWN, COUNTY, OR STATE REQUIRED INSPECTIONS Z W - o
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY TOWN, COUNTY OR STATE HIGHWAY CUT DURING THE COURSE OF CONSTRUCTION OR PURSUANT TO OBTAINING CERTIFICATE OF OCCUPANCY. - - - ~ SAND EXISTING
PERMITS. SUCH INSPECTION SERVICES, IF PERFORMED BY THIS OFFICE, SHALL BE ESTABLISHED BY SEPARATE
-III=III=1 I w 114
PAVEMENT
�_�:::: ::::: ,. ... . :. 12' MIN.
CONTRACT. I I :: ' L
THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND EASEMENTS PRIOR TO '
CONSTRUCTION AND BECOME FAMILIAR WITH THE CONDITIONS OF EACH PERMIT. IN THE EVENT THAT THE CONSTRUCTION STAKEOUT AND INSPECTION OF THE WORK IS NOT - - 24" MIN. p -III- (M r-
PERFORMED BY THE ENVIRONMENTAL DESIGN PARTNERSHIP (EDP), EDP WALL NOT BE HELD -III- I I-I I 0
THE CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, RESPONSIBLE FOR ANY ERRORS, OMISSIONS, COSTS, EXPENSES OR LIABILITY OF WHATEVER KIND I I=III c PLAN VIEW ? N
STRUCTURES, EQUIPMENT, ROADWAYS, AND DRIVEWAYS. AND NATURE RESULTING FROM FIELD CHANGES AND/OR ERRORS WHICH EDP WOULD OTHERWISE 8" FLAT SLABTOP W/2'-0" GO
T_
THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND RIGHT-OF-WAY HAVE HAD AN OPPORTUNITY TO CHECK AND CORRECT WERE THEY IN A POSITION TO CONTROL THE I.D. OPENING O 0)
PROJECT THROUGH STAKEOUT AND INSPECTION. SYMBOL o
PROPERTY LINES PRIOR TO CONSTRUCTION. y J 24" RING OF #3 CRUSHED STONE (V J
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES SUCH AS GAS, CLAIMS MADE AGAINST CONSULTANT FOR SURVEY STAKEOUT ERRORS WILL BE HONORED ONLY IF I I III y 1j" MIN. - 2j" SIZE
VERY AND
POWER, TELEPHONE, CABLE TV, WATER, SEWER, ETC. PRIOR TO COMMENCEMENT OF CONSTRUCTION. BEFORE ANY ISCONTROL NOTIFIESTAKES ARE DISTURBEDD FOR VERIFICATION
THE ERROR IMMEDIATELY
UTOS DETERMINEDNONED THAT III- t AP
-WOVEN CONSTRUCTION FABRIC
CONSULTANT CONSTRUCTION SPECIFICATIONSAS PER NYS INDUCTRIAL CODE 53: CONTRACTOR TO CALL DIG SAFELY NEW YORK, INC. AT NO STAKEOUT ERROR OCCURRED, THE CLIENT SHALL REIMBURSE THE CONSULTANT FOR ADDITIONAL =EXPENSES INCURRED FOR SUCH VERIFICATION. GEOTEX 451 OR EQUAL 1. STONE SIZE - USE 2" CRUSHED STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. � Q
1-800-962-7962 TO LOCATE BURIED CABLES OR OTHER UNDERGROUND UTILITIES NO LESS THAN I I- � -0" 2. LENGTH - AS EFFECTIVE BUT NOT LESS THAN 50 FEET.
=1�I � �
TWO OR MORE THAN TEN WORKING DAYS PRIOR TO DIGGING, DRILLING, 3. THICKNESS - NOT LESS THAN SIX(6) INCHES.
ETC. ALL ERRORS, OMISSIONS AND DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE
NG, EXCAVATING, DRIVING POSTS, DEPTH r 8' DIA. PERFORATED DRYWELL 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE LL c ENVIRONMENTAL DESIGN PARTNERSHIP IMMEDIATELY UPON DISCOVERY, OTHERWISE, THE 1� _ SECTIONS. 4" WALL THICKNESS. INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 0 X
CONTRACTOR MUST VERIFY THE ACCEPTABILITY OF ALL CONSTRUCTION MATERIALS WITH ENVIRONMENTAL DESIGN PARTNERSHIP WILL ACCEPT NO RESPONSIBILITY. �: - FORT MILLER OR APPROVED 5. FILTER CLOTH - WILL BE PLACED OVER ENTIRE AREA PRIOR TO PLACING OF STONE. Q
_ EQUAL. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE
MUNICIPALITYS ENGINEER PRIOR TO ORDERING. PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE
INSPECTION SERVICES BY THE ENVIRONMENTAL DESIGN PARTNERSHIP ARE NOT SUPERVISORY. d -III= PERMITTED. U.
INSTALLATION AND MATERIAL SPECIFICATIONS FOR STORM SEWER, SANITARY SEWER, WATER SERVICE ACCORDINGLY, THE ENVIRONMENTAL DESIGN PARTNERSHIP CAN NEITHER GUARANTEE THE 8'-0" DIA 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO
CONNECTIONS SHALL CONFORM TO THE MUNICIPALITYS STANDARD DETAILS AND REQUIREMENTS. PERFORMANCE OF THE CONSTRUCTION CONTRACTS BY CONTRACTORS NOR ASSUME RESPONSIBILITY �� UNDISTURBED SUBGRADE
PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH
INSTALLATION PROCEDURES AND MATERIALS MUST BE VERIFIED WITH MUNICIPALITY PRIOR TO FOR THE CONTRACTOR'S FAILURE TO FURNISH AND PERFORM WORK IN ACCORDANCE WITH THE -I'T CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT
CONSTRUCTION. CONTRACT DOCUMENTS. l _ Q
� ' I I-I SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH USE OF SAND
-III-ANY EXISTING STORM SEWERS AND UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE BAGS, GRAVEL BOARDS OR OTHER APPROVED METHODS.6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR 0
POSITION AND FOR INFORMATION ONLY. THE CONTRACTOR SHALL HAVE THEIR EXACT LOCATION
0 0� 12" CRUSHED STONE BASE FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH W
CHECKED AT THE SITE BEFORE CONSTRUCTION BEGINS. ( , ; 1�"-2j" SIZE ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP
CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE INVERT ELEVATIONS PRIOR TO II I II
_ SEDIMENT. ALL SEDIMENT SPILLED, DRIPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE Z
REMOVED IMMEDIATELY. Q _
-III _ _ I 7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. r ,
COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES WHICH RESULT MUST BE BROUGHT TO _ - _ V
THE ATTENTION OF THE ENGINEER IMMEDIATELY.
CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, GRADES, PIPE INVERTS AND ELEVATIONS AND -III I III I
REVIEW WITH CONSULTANT BEFORE CONSTRUCTION. I II II II I
4 STABILIZED CONSTRUCTION ENTRANCE LL w Y
ALL EXCAVATION TO MEET OSHA AND NYS DOT SAFETY REGULATIONS AND STANDARDS. rj NOT TO SCALE
THE CONTRACTOR SHALL FILL IN, AND RE-EXCAVATE, AS NECESSARY TO RESUME WORK, ANY DRYWELL STORM BASIN 0
O
EXCAVATIONS OR TRENCHES AT LOCATIONS AND AS OFTEN AS MAY BE REQUIRED TO ENSURE 3 r ,
PROTECTION OF THE WORK, ANY ADJACENT EXISTING FACILITIES, OR THE PUBLIC. cj NOT TO SCALE �+THE CONTRACTOR SHALL CLEAN UP THE JOB SITE DAILY BEFORE LEAVING THE JOBSITE. ALL 10 FT. MIN Q W
RUBBISH MUST BE CLEANED UP AND CONSTRUCTION EQUIPMENT MUST BE PROPERLY TAKEN CARE 13
OF AND STORED AT THE END OF THE DAY. � Z
AFETY DURING CONSTRUCTION. O � a O Z }
CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL AND S
SAND BAG LATH AND FLAGGING 0 Q W Z
THE CONTRACTOR SHALL FURNISH ALL FLAGMEN AND SIGNS, DELINEATORS, BARRIERS, AND DEVICES ON THREE SIDES Z
V J
NECESSARY FOR TRAFFIC CONTROL DURING ANY EARTH-MOVING OPERATION OR OTHER
A O A'
CONSTRUCTION ACTIVITY WHICH INVOLVES PUBLIC HIGHWAYS. O 0
COARSE TO MEDIUM TOP OF STONE ELEV=499.50 1 SAND BAG
0.5'
ALL TRAFFIC SIGNS, CONTROL DEVICES AND INFORMATIONAL ITEMS, IF DISTURBED DURING GRANULAR SAND BE SLIGHTLY DEPRESSED O 10 MIL ' J L U
CONSTRUCTION WITHIN CONTRACT LIMIT LINES, SHALL BE RELOCATED AS PER APPROVAL OF _ >..
_ O DEPRESSED � PLASTIC LINING ` �J Z
AREA
MUNICIPALITY. 11= - - -_ - - = 0 W_ II
RESTORATION OF PAVEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL -I I (�I I I I I- Z Z �
REPLACE AND RESTORE PAVEMENT WITH MATERIAL TO A CONDITION EQUAL TO OR BETTER THAN WRAP FABRIC OVER TOP OF -III=III :, ;`: >.':J ;: ' •,' .; ;;:.... =I I El I I I I O O ? O
PRECONSTRUCTION CONDITIONS. ALL PAVEMENT AND RIGHT-OF-WA OHIGHWAYWDEPARTMENT. STONE TO SEPARATE SAND _ "' I 3 FT. - I- I I=� Q 0 Q
DONE TO THE SATISFACTION OF THE STATE, COUNTY OR LOCAL MUNICIPALV-I I I (�I-I
CONTRACTOR SHALL RESTORE ALL LAWNS, DRIVEWAYS, WALKS, WALLS, CURBS, FENCES, ETC. TO A #2 CLEAN CRUSHED
CONDITIONS AT LEAST AS GOOD AS THEY WERE BEFORE BEING DISTURBED. OR ROUND STONE I I III I I I�III F -III�I i� - DRAWN BY xxx
10 MIL PLASTIC LINING
BOX ALL TREES AND HOUSE ALL SHRUBS AND HEDGES BEFORE PLACING EARTH AGAINST OR NEAR WRAP ALL SIDES OF I O O LATH AND FLAGGING SECTION (A A') CHECK BY xxx
THEM. SHRUBS AND HEDGES THAT MUST BE REMOVED DURING CONSTRUCTION SHALL BE HEALED STONE WITH NON-WOVEN I I III-I ON THREE SIDES
OR REPLANTED IN AS GOOD A CONDITION AS THEY WERE BEFORE THEIR REMOVAL. ANY DAMAGED GEOTEXTILE SUCH AS MIRAFl -III III- N EDP PROJECT NUMBER xxx
ITEMS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 160N OR EQUAL I I I=1 I CONSTRUCTION SPECIFICATIONS MAINTENANCE AND CLEANING ,,, 7W DMEcr 1,� OF A COMPARE
u (ie) E FOR w e
_ 1. CONCRETE WASHOUT FACILITY SHALL BE LOCATED A MINIMUM OF FIFTY 1. DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS, STORM scwE ARCf#TecT Far A LAnrosa�wF .veaxrroT ar
�I I I OF 7HE NEW
I II I II I FEET (50') FROM SENSITIVE AREAS. DRAINS OR DIRECTLY ONTO GROUND EDW�77ON SURuW AM11 NREa�wPONS AM is
POSTS, MAILBOXES, ETC. SHALL BE PROTECTED, OR REMOVED AND REPLACED EXACTLY AS THEY - I A a�A• MISDEMEANOR.
WERE BEFORE BEING DISTURBED. DAMAGED ITEMS SHALL BE REPLACED AT THE CONTRACTOR'S UNCOMPACTED _I_II=I I =_______ 2. THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED MINIMUMS. 2. DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL.
EXPENSE. EXISTING EARTH �I � I I=III=III=III=III=III=III=III=III III=I II CONCRETE WASHOUT FACILITY SHALL BE CONSTRUCTED AND MAINTAINED 3. PLACE A SECURE NON COLLAPSING, NON-WATER COLLECTING COVER REVISION DATE BY
IT MAY BE NECESSARY TO TIE OR HOLD BACK UTILITY POLES DURING CONSTRUCTION. THIS SHOULD I I I II I I I=I I I-I I I-I I I I II-I I I-I I I I I I I I-I I IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND OVER THE FACILITY PRIOR TO PREDICTED WET WEATHER TO PREVENT
CONCRETE WASTE ENERATED BY WASHOUT OPERATIONS. ACCUMULATION AND OVERFLOW. REVISIONS PER TOWN NG BOAR COMMENTS 9-1a-19 BMF
BE ACCOMPLISHED IN COOPERATION WITH UTILITY COMPANIES. 2 (APPROXIMATELY 60 GALLONS OF WASTE AND WATER PER TRUCK). 4. REMOVE AND DISPOSE OF HARDEN CONCRETE AND RETURN THE ANDSLOTsu�AaJUSTMENT�D COMMENTS 10-30-19 BMF
NO WORK, STORAGE OR TRESPASS SHALL BE PERMITTED BEYOND THE BOUNDARIES OF ANY 3. PLASTIC LINING MATERIAL SHALL BE A MINIMUM 10 MIN POLYETHYLENE STRUCTURE TO A FUNCTIONAL STATE.
STONE INFILTRATION TRENCH SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER 5. INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING OR
DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. DAMAGE AND REPAIR AS NESSESARY(RELINE THE STRUCTURE WITH
EASEMENTS OR R.O.W. AS SHOWN.
4. WASHOUT FACILITY MUST BE CLEANED, OR NEW FACILITIES MUST BE NEW POLY SHEETING AFTER EACH CLEANING).
CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS 5 NOT TO SCALE
CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL.
DURING CONSTRUCTION (PROPER SHORING, ETC.).
SIDE SLOPES GREATER THAN 1:3 WILL REQUIRE GUIDE RAILS (1-FOOT VERTICAL, 3-FOOT 5 CONCRETE WASHOUT FACILITY
HORIZONTAL).
rj NOT TO SCALE
ALL SITE WORK SHALL BE SMOOTHLY AND EVENLY BLENDED INTO EXISTING CONDITIONS. WHERE
a M
ACCESS OR WORK OUTSIDE OF PROPERTY BOUNDARY IS NECESSARY, THE PERMISSION OF f
ADJOINING PROPERTY OWNER MUST FIRST BE OBTAINED.
V MIN TOP WIDTH m
cu
SITE SURVEYOR TO VERIFY ELEVATIONS OF EXISTING ROAD CENTERLINE AND SHOULDER PRIOR TO
COMMENCING WORK. CONTRACTOR IS TO CONFIRM THIS WITH SITE SURVEYOR. CHANNEL SIDE FORMED BY "
COMPACTED EMBANKMENT OR m
WHERE APPROPRIATE, SITE LAYOUT AND GRADING WORK SHALL BE COMPLETED BY A LICENSED EXISTING GROUND EXCAVATED INTO EXISTING GROUND o
COMPACTED of
PROFESSIONAL ENGINEER OR LAND SURVEYOR. LANDSCAPE ARCHITECT SHALL APPROVE ALL EMBANKMENTSTORAGE LIMIT �----�•I-APRON LENGTH (5' MIN) m
LAYOUT WORK PRIOR TO CONSTRUCTION. MIN 17i FALL- U
CONTRACTOR TO NOTIFY ENGINEER AFTER ROUGH GRADING IS COMPLETED. FINISH GRADES TO BE 50'-0• 1I �n0 \
ADJUSTED IN THE FIELD AFTER INITIAL GRADING IS COMPLETED. ALL CHANGES IN PROPOSED RID HS SIDE)
EXCAVATE t0
RIGHT-OF-WAY ( ...............
FOR STORAGE FILTER CLOTH EMBEDDED
GRADES TO BE APPROVED BY OWNER AND ENGINEER. ; 25'-0• M, \
(EACH SIDE) MIN 4' AT UPSTREAM END) `� ;
ALL AREAS OF THE SITE WHICH ARE DISTURBED AND NOT PAVED SHALL BE TOPSOILED AND / \ 0
2'-0• 24'-0• 4•-6• TOPSOIL k 3 / ///i :..
SEEDED. 11-0' WING
CURB WEARING COURSE SEEDG TO d TOP OF COMPACTED EMBANKMENT / I `�\\ / ' \` >
FEATURES INCLUDING SIDEWALKS, CURBING, DECKS, LAMPS, STAIRS, ETC. WITHIN FIVE OF AVEME
ALL PHYSICAL 12'-0• 12'-0' R.O.W. (TYP.) MIN. t' ABOVE TOP OF STONE uNING A
l
FEET OF EXTERIOR BUILDING WALLS AND CANOPY OVERHANGS ARE TO BE CONSTRUCTED PER TRAVEL LANE TRAVEL LANE MAX 5' ABOVE EXISTING GROUND AT / I ` Z)
ARCHITECTURAL PLANS. IT IS NOT THE INTENT OF THESE DOCUMENTS TO ADDRESS SUCH DETAILS, CENTERLINE i y
WHICH ARE SHOWN ONLY FOR THE PURPOSE OF CONTINUITY BETWEEN THE SITE PLAN AND THE AuawetE_ 10X 6,-0• %"/Fr• �•/Fr, ' J
I
ARCHITECTURAL PLANS. _ `-- LENGTH OF WEIR (B) /
PROVISIONS FOR STORMWATER COLLECTION AND DRAINAGE PERTAINING TO THE ROOF AND TO su E Z
MAX SLOPE 2:1 MAX DEPTH of
PHYSICAL FEATURES WITHIN FIVE FEET OF THE EXTERIOR BUILDING WALLS AND CANOPY OVERHANGS
ARE THE RESPONSIBILITY OF THE ARCHITECT. wm cum / \ /\ \�
' i/ //\/\/T/\ i�/\ \ \Jj\ , j jj WEIR CREST TO BE ✓EIR CREST / f�
4• Hr. IYP. �.\�\\.\\//\\S \ / \/�\/ \/Y.\\/ �i� \ \� / Q
ALL VERTICAL GRADE CHANGES GREATER THAN 30 INCHES SHALL BE PROVIDED WITH SAFETY O 'SueckADE\.�// \ \/��/T\�a\�\�\ .\.\\.� \•� < }A BELOW EXISTING
BARRIERS AS PER NYS BUILDING CODE (FENCES, RAILINGS, ETC. PER OWNER). ` ���\y�\`� �/ GROUND AT CBANK ENT STONE SIZETHI TO BE 4' TO B' FLARE APRON TO
1-1/2• COMPACTED ASPHALT CONCRETE FILTER CLOTH
PRELIMINARY PAVEMENT AND SIDEWALK DESIGN SPECIFICATIONS ASSUME EXISTING SUBGRADE WEARING COURSE (TYPE 7, NYSDOT rrEM EQUAL 1'5 B SAT STONE LINED OUTLET AS PER TABLE SCALE: La
W
TYPICAL CATCH ASH AID PPING. 403.18)
CONSISTS OF CLEAN, GRANULAR MATERIAL (SAND & GRAVEL) AND THAT THERE IS NO WATER MAX 300• BETWEEN CATCH BASINS
/ ST-VI (CHANNEL MAY BE TABLE INTERFERENCE. PRIOR TO CONSTRUCTION, THE PROJECT OWNER SHALL HAVE THE EXISTING AID/OR MAX 30D' FROM HXIPOINT FIT EXISTING TOPOGRAPHY)CURVED AS NOTED
2' COMPACTED ASPHALT CONCRETE BINDER
SUBGRADE CONDITIONS EVALUATED BY A GEOTECHNICAL ENGINEER, WHO SHALL DETERMINE FINAL IN Raw QTT}1BtR TO UTILITY PLANS COURSE 3, NYSDOT ITEM 403.13)
PAVEMENT AND SIDEWALK DESIGN SPECIFICATIONS. THE OWNER ASSUMES ALL RESPONSIBILITY FOR NWALLATIONAND DETAILS FOR LOCATION AND HYPE CONSTRUCTION SPECIFICATIONS
PAVEMENTS AND SIDEWALKS CONSTRUCTED WITHOUT A FINAL DESIGN, SHOULD HE CHOOSE NOT TO In
12" MIN NYSDOT TYPE 4 GRAVEL A
HIRE A GEOTECHNICAL ENGINEER. SUBBASE, MAX. FINES BX, MIN. CBR 20, 1. THE AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED AND STRIPPED OF ANY VEGETATION AND ROOT MAT. THE POOL CONTRIBUTING AREA = 0.62 ACRES NOT FOR m
COMPACTED TO 95X MODIFIED PROCTOR AREA SHALL BE CLEARED ;
ll�ES: MINIMUM 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVER-SIZED MIN SIZE = 3,600 CF/ACRE a
FILL AREAS SHALL BE STRIPPED OF SOD, TOPSOIL AND UNSUITABLE MATERIAL AND BE SUB GRADE COMPACTED To 9OX MODIFIED STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY MIN SIZE = 2,230 CF CONSTRUCTION
MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER IN ACCORDANCE WITH NYSDOT 1 PROCTOR MINIMUM oI
.) SHOULD AN UNSUITABLE SUBGRADE (NON-GRANULAR) BE ENCOUNTERED, IT TRAVERSING WITH EQUIPMENT WHILE IS BEING CONSTRUCTED. MAXIMUM HEIGHT OF EMBANKMENT SWILL BE 5 FEET, MEASURED
203-3.09 CONTRACTOR TO NOTIFY TOWN OF QUEENSBURY HIGHWAY SUPERINTENDENT, AND AT CENTERLINE OF EMBANKMENT. CONTRIBUTING DEPTH OF LENGTH OF
CONSULT A GEOTECHNICAL ENGINEER TO PRODUCE AN SUITABLE ROAD BASE. 3. ALL FILL SLOPES SHALL BE 2:1 OR FLATTER, CUT SLOPES 1:1 OR FLATTER AREA CHANNEL (A) WEIR (B) 0
4. EXCAVATION OF THE TOP OF ANY DIKE DIRECTING WATER INTO TRAP MUST EQUAL OR EXCEED THE HEIGHT OF THE EMBAWKMENT (ACRES) SHEET TITLE: Z
FILLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NYSDOT 230-3.10, EMBANKMENTS. 2.) THICKNESS OF ALL COURSES SHOWN ON THE DRAWINGS ARE COMPACTED ) (� (� w
COMPACTION AND LIFT THICKNESS SHALL BE IN ACCORDANCE WITH NYSDOT 230-3.12. THICKNESS 5. STORAGE AREA PROVIDED SHALL BE FIGURED BY COMPUTING THE VOLUME AVAILABLE BEHIND THE OUTLET CHANNEL UP TO AN x
ELEVATION OF ONE (1) FOOT BELOW THE LEVEL WEIR CREST 1 1.5 4.0 GENERAL Q
CONTROLLED FILL AREAS: CONTROLLED, RELATIVELY CLEAN (12� MAX PASSING 200 SIEVE). 1) ALL MATERIALS SWILL CONFORM TO NYSDOT, SECTION 400. 6. FILTER CLOTH SHALL BE PLACED OVEER THE BOTTOM AND SIDES OF THE OUTLET CHANNEL PRIOR TO TO PLACEMENT IN STONE. 2 1.5 5.0 i
SECTIONS OF FABRIC MUST OVERLAP AT LEAST 1 FOOT WITH SECTION NEAREST THE ENTRANCE PLACED ON TOP. FABRIC SHALL
4.) CONSTRUCT ASPHALT PAVEMENT IN ACCORDANCE WITH NYSDOT SECTION 401-3 3 1.5 6.0
GRANULAR FILL SHALL BE SPREAD IN LIFTS NOT EXCEEDING 12" IN LOOSE THICKNESS. THESE BE EMBEDDED AT LEAST 6 INCHES INTO EXISTING GROUND AT ENTRANCE OUTLET CHANNELS NOTES AND J
MATERIALS SHALL BE COMPACTED TO A MINIMUM 95% OF THE MAXIMUM ASTM SPECIFICATION D 5.) BITUMINOUS TACK COAT SHALL BE APPLIED BETWEEN PAVEMENT COURSES IF MORE 7. STONE USED UN THE OUTLET CHANNEL SHALL BE 4 TO 8 INCH RIP-RAP. TO PROVIDE A FILTERING EFFECT, A LAYER OF FILTER 4 1.5 10.0 =
1557-91 DENSITY, MODIFIED PROCTOR. ALL CONTROLLED FILL SHALL BE FREE OF ORGANIC AND/OR THAN 413 HOURS HAS ELAPSED BETWEEN PLACEMENT OF COURSES. TACK COAT CLOTH SHALL BE EMBEDDED 1 FOOT WITH SECTION NEAREST ENTRANCE PLACED ON TOP. FABRIC SHALL BE EMBEDDED AT LEAST
WHEN USED SHALL BE APPLIED PER NYSDOT SECTION 407-2 AT APPLICATION RATE 6 INCHES INTO EXISTING GROUND AT ENTRANCE OUTLET CHANNEL. 5 1.5 12.0 DETAILS o
FROZEN MATERIALS. OF .05 - .10 GAL. YD. 8. SEDIMENT SHALL BE REMOVED AND TRAP RESOTRED TO ITS ORIGNINAL DIMMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO} 6 1.5 14.0 f
EMBANKMENT SUBGRADE AREA (TWO FEET BELOW SUBGRADE ELEVATION) SHALL BE CONSTRUCTED IN 6) ALL UTILITY CROSSINGS (ELECTRIC, CABLE GAS, ETC) TO BE INSTALLED IN CONDOR
THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH AN MANNER IT 7 1.5 16.011
WILL NOT ERODE. }
9. THE STRUCTURE SHALL BE REPAIRED AFTER EACH RAIN AND REPAIRED AS NEEDED 9 2.0 10.0 SHEET: Z)ACCORDANCE WITH NYSDOT 230-2.02B., SELECT BARROW AND SELECT FILL, COMPACTED PER 2 TYPICAL ROAD SECTION 10. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER EROSION AND WATER POLLUTION ARE MINIMIZED
203-3.12. 11. THE STRUCTURE SHALL BE REMOVED AND THE SREA STABILIZED WHEN DRAINAGE AREA HAS BENN PROPERLY STABILIZED 10 2.0 12.0 w
12. DRAINAGE FOR THIS AREA IS LIMITED TO 15 ACRES OR LESS w
ALL AREAS OF THE SUBGRADE SURFACE WITHIN THE ROADWAY OR OTHER PAVEMENT AREA LIMITS ) NOT TO SCALE o
SHALL BE PROOF-ROLLED WITH UNSTABLE AREAS CORRECTED TO THE SATISFACTION OF TEH z
ENGINEER, PRIOR TO PLACEMENT OF SUBBASE MATERIALS, BOTH EMBANKMENT AND CUT AREAS, IN G STONE OUTLET SEDIMENT TRAP 5
L,I
ACCORDANCE WITH NYSDOT 203-3.13& 203-3.14.
5 NOT TO SCALE �
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