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GENERAL DOTES GENERAL GRADING & UTILITY PLAN DOTES GENERAL DEMOLITION DOTES TYPICAL �
CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR IS RESPONSIBLE TO ENSURE 1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO 1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: ~ �1� U � ¢
THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS. COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY V (4 W 2<
CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED,IN WRITING, PARTIAL BOUNDARY AND TOPOGRAPHICAL SURVEY OF THE LANDS OF PCGF NEWCO,LLC ABBREVIATIONS � 4 -z U ¢
1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN: TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT(POINT OF CONNECTION)AND PROGRESS UP GRADIENT. PROPOSED INTERFACE PREPARED BY AUSFELD AND WALDRUFF LAND SURVEYORS LLP Z � C) >Ir U z cr G
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POINTS(CROSSINGS)WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 323 CLINTON STREET KEY DESCRI PTI ON KEY DESCRI PTI ON w Q =o- LL
• PARTIAL BOUNDARY AND TOPOGRAPHICAL SURVEY OF THE LANDS OF PCGF NEWCO,LLC PREPARED BY AUSFELD AND WALDRUFF LAND SURVEYORS LLP SCHENECTADY,NY 12305. � � =, w 0-.*�
323 CLINTON STREET SCHENECTADY,NY 12305. DATED:01-04-2017 2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING,BUT NOT LIMITED TO,GAS,WATER, ELECTRIC,SANITARY AND STORM DATED:01-04-2017 I"4 (4 � 1E z E ¢d- x �--
BC BOTTOM CURB PROP. PROPOSED o w x o -
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SEWER,TELEPHONE,CABLE,FIBER OPTIC CABLE, ETC.WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE,WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, �
• "ARCHITECTURAL PLAN-REFERENCE TITLE AND PREPARER",LATEST EDITION. REFER TO,AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS 2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970,(29 U.S.C.651 et seq.), TO BE REMOVED pl� P4 � Y) P�
RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION,AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS AS AMENDED AND ANY MODIFICATIONS,AMENDMENTS OR REVISIONS TO SAME. TC TOP CURB TBR/R AND REPLACED � �
• GEOTECH REPORT-BY: DANIEL G. LOUCKS PE,P.O. BOX BALLSTON SPA,NEW YORK 12020. DATED: 12-13-2016 ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. rT�
3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL,OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION,OR ANYTHING RELATED TO SAME. BOC BACK OF CURB TBR TO BE REMOVED F+�1 � a 9 _
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING,BUT NOT LIMITED TO,ALL OF THE DRAWINGS AND
PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE DOCUMENTS REFERENCED SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A 4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION,ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST W 4 -
ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY. CONFLICT AND/OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES, REGULATIONS,LAWS, RULES, ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW BW BOTTOM OF WALL GRADE TPF TREE PROTECTION FENCE EY) Lu
STATUTES AND/OR ORDINANCES,IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING,OF SAID CONFLICT AND/OR SITE IMPROVEMENTS. ��jj 4 W U ¢ a a o ¢
2. ALL ACCESSIBLE (A/WA ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET,AT A MINIMUM, THE MORE STRINGENT OF THE REQUIREMENTS OF THE DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND TW TOP OF WALL BLDG. BUILDING F� ¢w, w 0 a -
"AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151 et seq.) OR THE REQUIREMENTS OF THE JURISDICTION COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORKAS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL,STATE 5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS,CONCERNS REGARDING THE APPLICABLE `4 �P4 a J ~ > 2�z -
WHERE THE PROJECT IS TO BE CONSTRUCTED,AND ANY AND ALL AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. AND LOCAL REGULATIONS,LAWS,STATUTES,ORDINANCES AND CODES AND,FURTHER,CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. SAFETY STANDARDS,OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT,WITH BOHLER ENGINEERING,IN EXIST. EXISTING SF SQUARE FEET0 " cc 4 Y) w > w o o w _w
WRITING,AND RESPONDED TO BY BOHLER,IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY.ALL DEMOLITION ACTIVITIES 4 o x x m - x
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3. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL STATE AND LOCAL
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4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE Q m
OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REGULATIONS,RULES,REQUIREMENTS,STATUTES,ORDINANCES AND CODES. BM. BENCHMARK SMH SEWER MANHOLE 0 C� J o m o �o
ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED REMOVED/RELOCATED DURING SITE ACTIVITY. 4 g . �o
PERMITS HAVE BEEN OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 6. PRIOR TO STARTING ANY DEMOLITION,CONTRACTOR IS RESPONSIBLE FOR/TO: EOP EDGE OF PAVEMENT DMH DRAIN MANHOLE Z a �� _
5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING ,4 ®P4 _
4. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES WITH JURISDICTION CENTERLINE STM. STORM � R P"
ISSUANCE OF A CERTIFICATE OF OCCUPANCY. UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER THROUGHOUT THE DURATION OF THE PROJECT,SITE WORK,AND DEMOLITION WORK. W C� Y
APPLICABLE REQUIREMENTS,RULES,STATUTES,LAWS,ORDINANCES AND CODES.
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5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE B.NOTIFYING,AT A MINIMUM,THE MUNICIPAL ENGINEER, DESIGN ENGINEER,AND LOCAL SOIL CONSERVATION DISTRICT,72 HOURS PRIOR TO THE START OF WORK. FF FINISHED FLOOR SAN. - C � -
REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH 6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER �� z ¢ 2E Yui W
JURISDICTION OVER THIS PROJECT. UTILITIES. C.INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. V.I.F. VERIFY IN FIELD CONC. CONCRETE 4� Lu z z o o w
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6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS
D.IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE-CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARKOUT, IN ADVANCE OF ANY GC GENERAL CONTRACTOR ARCH. ARCHITECTURAL � a w o w w w
CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GREASE TRAP REQUIREMENTS/DETAILS,DOOR ACCESS,AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST �� = = c0 = = =
EXCAVATION.
GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES,TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE Y)4
CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR HP HIGH POINT DEP. DEPRESSED �
AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK. CONTROL OF THE SITE,AND ALL OTHER APPLICABLE REQUIREMENTS,RULES,STATUTES, LAWS,ORDINANCES AND CODES AND,FURTHER,IS RESPONSIBLE FOR E.LOCATING AND PROTECTING ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, ��
CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE
COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S)EXISTS BETWEEN THESE SITE PLANS REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. LP LOW POINT R RADIUS a�
7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. AND THE ARCHITECTURAL PLANS,OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER,THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER,IN
CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS WRITING,AND PRIOR TO CONSTRUCTION,RESOLVE SAME. TYR TYPICAL MIN. MINIMUM
DIFFER FROM THOSE SHOWN ON THE PLAN,OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. F.PROTECTING AND MAINTAINING IN OPERATION,ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES.
8. WATER SERVICE MATERIALS,BURIAL DEPTH,AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER REVISIONS
8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST SERVICE MUST INCLUDE ALL FEES,COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST &ARRANGING FOR AND COORDINATING WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE INT. INTERSECTION MAX. MAXIMUM
NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WRITTEN NOTIFICATION THAT THE REV DATE COMMENT BY
COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. PC. POINT OF CURVATURE No.I# NUMBER
INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING 9. ALL NEW UTILITIES/SERVICES,INCLUDING ELECTRIC,TELEPHONE,CABLE TV,ETC.ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED
CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. H.COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE PT. POINT OF TANGENCY W. WIDE 1
9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, 10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AFFECTED PARTIES. WORK REQUIRED TO BE DONE"OFF-PEAK"IS TO BE DONE AT NO ADDITIONAL COST TO THE OWNER.
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ELEVATIONS, PRECISE BUILDING DIMENSIONS,AND EXACT BUILDING UTILITY LOCATIONS. REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN PI. POINT OF INTERSECTION DEC. DECORATIVE
THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS,
10.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK AND IMMEDIATELY NOTIFY THE OWNER AND ENGINEER OF THE DISCOVERY OF SUCH MATERIALS. PVI. POINT OF VERTICAL ELEV. ELEVATION 3
AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO,STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PERFORMED,VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN INTERSECTION
PLAN, WHERE APPLICABLE). CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, ACCORDANCE WITH THESE PLANS,SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS,RULES, 7, THE FIRM OR ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR MUST PROCEED WITH THE DEMOLITION INA 4
DISCREPANCIES OR AMBIGUITIES WHICH EXIST. STATUTES,LAWS,ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS,CURB,OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SYSTEMATIC AND SAFE MANNER,FOLLOWING ALL THE OSHA REQUIREMENTS,TO ENSURE PUBLIC AND CONTRACTOR SAFETY. STA. STATION UNG. UNDERGROUND
SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER,OR OWNER/DEVELOPER'S REPRESENTATIVE,SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED
11.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES INCLUDING,BUT NOT LIMITED TO,EXCAVATION,BACKFILL,AND GRT GRATE R.O.W. RIGHT OF WAY 5
ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES,STATUTES, LAWS,ORDINANCES 8. THE CONTRACTOR MUST PROVIDE ALL"MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND
CONTRACTOR. AND CODES.EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION(LATEST EDITION)AND ANY ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO
REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIR MUST INCLUDE THE RESTORATION OF ANY ITEMS REPAIRED TO THE INV. INVERT LF LINEAR FOOT 6
AMENDMENTS OR REVISIONS THERETO.
12.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION PRE-DEMOLITION CONDITION,OR BETTER. CONTRACTOR SHALL PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE.
(TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS)AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF 11. ALL FILL,COMPACTION,AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL I DIP DUCTILE IRON PIPE LOD LIMIT OF DISTURBANCE 7
ADJACENT,NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. REPORT AND MUST BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS.WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, 9. THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS
FILL AND COMPACTION MUST,AT A MINIMUM,COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR WITHIN THE LIMITS OF DISTURBANCE UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, AND/OR UNDER PVC POLYVINYL CHLORIDE PIPE LOW LIMIT OF WORK 8
13.THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE RESPONSIBILITY FOR OR AS RELATED TO FILL,COMPACTION AND BACKFILL. FURTHER,CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE. THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER.
TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL HIGH DENSITY
HDPE L.S.A. LANDSCAPED AREA g
APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND 12. THE CONTRACTOR MUST COMPLY,TO THE FULLEST EXTENT,WITH THE LATEST OSHA STANDARDS AND REGULATIONS,AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR 10. CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM OR INCIDENTAL TO DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED POLYETHYLENE PIPE
INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE"MEANS AND METHODS"REQUIRED TO MEET THE INTENT AND BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT NEW IMPROVEMENTS AND PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS REINFORCED
PROJECT. PERFORMANCE CRITERIA OF OSHA,AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES AND CONSULTANT SHALL AND GUIDANCE IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES, AND MUST BE DONE SO AS TO PREVENT RCP CONCRETE PIPE ± PLUS OR MINUS 10
HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES. WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE.
14.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE S SLOPE DEGREE 11
OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED 13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES,AND EXCEPT FOR EDGE OF BUTT JOINTS,MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS
WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 11. EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND ALL APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED
AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE,AND LOCAL GOVERNMENTS MUST BE IN PLACE PRIOR TO CONTRACTOR ME MEET EXISTING 0/DIA. DIAMETER 12
CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST 14. THE TOPS OF EXISTING MANHOLES,INLET STRUCTURES,AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED,AS NECESSARY,TO MATCH PROPOSED GRADES IN STARTING AN EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT
RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS,RULES,STATUTES,LAWS,ORDINANCES AND CODES. IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES.
CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. 13
CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE 15. DURING THE INSTALLATION OF SANITARY SEWER,STORM SEWER,AND ALL UTILITIES,THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD 12. CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FHWA "MANUAL ON UNIFORM
OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS AND/OR 14
THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE DRAINAGE OR UTILITY PLAN,WHICH ROADWAY RIGHT-OF-WAY. ������� LEGEND
15.ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 15
PLANS,DETAILS AND/OR GEOTECHNICAL REPORT. .13CONTRACTOR MUST CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS,STREETS, SIDEWALKS,WALKWAYS,AND
16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS,SOME OF WHICH MAY BE BUILT AT A LATER DATE,THE CONTRACTOR MUST EXTEND ALL LINES, OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY PRIOR TO THE COMMENCEMENT
16.THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION INCLUDING BUT NOT LIMITED TO STORM SEWER,SANITARY SEWER,UTILITIES,AND IRRIGATION LINE,TO A POINT AT LEAST FIVE(5)FEET BEYOND THE PAVED AREAS FOR EXISTING PROPOSED
MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE WHICH THE CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE,MARK LOCATIONS WITH A 2X4,AND MUST NOTE THE LOCATION OF ALL OF THE OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY.
REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR ABOVE ON A CLEAN COPY OF THE DRAINAGE OR UTILITY PLAN,WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK. �1 PROPERTY LINE
TO THE COMMENCEMENT OF CONSTRUCTION. 17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY 14 GOVERNMENTALACTIVITIESDEMOLITION AGE CIES WITEQUIPMENT H JURISDICTION.NOT USE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE,WITHOUT WRITTEN PERMISSION OF THE OWNER AND ALL _------------ SETBACK PRELIMINARY
17.THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75%MINIMUM SLOPE AGAINST ALL ISLANDS,GUTTERS,AND CURBS; 1.0%ON ALL CONCRETE SURFACES;AND
RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD 1.5%MINIMUM ON ASPHALT(EXCEPT WHERE ADA REQUIREMENTS OR EXISTING TOPOGRAPHY LIMIT GRADES),TO PREVENT PONDING. CONTRACTOR MUST IMMEDIATELY 15. THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, -- -- EASEMENT
IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES,AT ANY TIME. IDENTIFY,IN WRITING TO THE ENGINEER,ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY,HEALTH OR GENERAL WELFARE,OR PROJECT COST. IF STATE,AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE CURB
CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER NOTIFICATION,MUST BE AT THE CONTRACTOR'S OWN RISK AND,FURTHER,CONTRACTOR ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR
18.ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES,COSTS,INJURIES,ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM "PRE-DEMOLITION"CONDITION. D STORM MANHOLE D
COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, SAME.
AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS,
SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES,AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED 18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6"ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 16. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF S SEWER MANHOLE S
INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY .075%GUTTER GRADE ALONG CURB FACE. IT IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO UNAUTHORIZED PERSONS AT ANY TIME.
THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSTALLATION OF SAME. IIIII CATCH BASIN
INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR 17. CONTRACTOR IS RESPONSIBLE FOR SITE JOB SAFETY,WHICH MUST INCLUDE, BUT NOT BE LIMITED TO,THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING
AFTER THE COMPLETION OF CONSTRUCTION. IN ADDITION,ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, 19. REFER TO THIS SHEET FOR ADDITIONAL NOTES. AND OTHER APPROPRIATE SAFETY ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITY. PROJECT: ����
DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, WF15 WETLAND FLAG
SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS,SERVANTS, EMPLOYEES,AFFILIATES, SUBSIDIARIES,AND RELATED ENTITIES,AND ITS 20. IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS,THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL.
18. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION AS
SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS,ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER,IN WRITING,OF ANY DISCREPANCIES AND/OR CONFLICTS. WETLAND LINE
TORT DAMAGES, STATUTORY CLAIMS,STATUTORY CAUSES OF ACTION, LOSSES,CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO THE MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE USED TO ACCOMPLISH THAT WORK. ALL MEANS, METHODS, SEQUENCING,
TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL 21. CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE X54.83 SPOT ELEVATION 53.52
CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING ANY WORK. CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. �����
ENGINEER,IN WRITING,AT LEAST THIRTY(30)DAYS PRIOR TO ANY TERMINATION,SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. X TC 54.58 TOP&BOTTOM TC=
77 22. WHERE RETAINING WALLS(WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION)ARE IDENTIFIED ON PLANS,ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED 19. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH ALL G 53.78 OF CURB BC=53.82
19.BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. THE CONTRACTOR MUST MAINTAIN RECORDS TO DEMONSTRATE PROPER DISPOSAL FOR
DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. ACTIVITIES,TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. - - - 53 - - - - CONTOUR 50
CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS ������®�
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AND/OR METHODS AND/OR TECHNIQUES OR PROCEDURES COORDINATION OF THE WORK WITH OTHER TRADES AND CONSTRUCTION SAFETY 23. STORM DRAINAGE PIPE:UNLESS INDICATED OTHERWISE ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE RCP CLASS III WITH SILT TIGHT JOINTS. WHEN
( ) 20. CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS UPON WHICH IS INDICATED THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED,ABANDONED IN PLACE, FLOW ARROW f5/a�
PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER. BOHLER HIGH-DENSITY POLYETHYLENE PIPE HDPE IS CALLED FOR ON THE PLANS IT MUST CONFORM TO AASHTO M294 AND TYPES SMOOTH INTERIOR WITH ANGULAR
ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE CORRUGATIONS)WITH GASKET FOR SILT TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER,AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK. <= PAINTED ARROW I HOSPITALITY
REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM ISA 9
COMPONENT. BOHLER ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY AND 24. UNLESS INDICATED OTHERWISE ON THE DRAWINGS,SANITARY SEWER PIPE SHALL BE AS FOLLOWS: RIDGE LINE - - - - - � � ���
IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL
SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. FOR PIPES LESS THAN 12 FT.DEEP: POLYVINYL CHLORIDE(PVC)SDR 35 PER ASTM D3034 G 6 GAS LINE -G-G
• FOR PIPES MORE THAN 12 FT.DEEP: POLYVINYL CHLORIDE(PVC)SDR 26 PER ASTM D3034 L
20.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND • FOR PIPE WITHIN 10 FT.OF BUILDING,PIPE MATERIAL SHALL COMPLY WITH APPLICABLE BUILDING AND PLUMBING CODES. CONTRACTOR TO VERIFY WITH LOCAL OFFICIALS. T T TELEPHONE LINE T T LOCATION 010 SITE
FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, 25. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE. -f-f- ELECTRIC LINE -E-E
524 AVIATION ROAD
AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL TOWN OF QUEENSBURY
RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, WATER LINE w ISI
METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN 26. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME W W WARREN COUNTY
ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY BASED ON FINAL ARCHITECTURAL PLANS. }��'T� 'T� OH OH OVERHEAD WIRE OH OH STATE OF NEW YORK
AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ADA INSTRUCTIONS TO COQ�` Jl �AC Jl O�a
ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS 27. SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT,OR WHERE SITE CONDITIONS SO INDICATE,MUST BE CONSTRUCTED OF STORM PIPE
OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE STEEL, REINFORCED CONCRETE,DUCTILE IRON OR OTHER SUITABLE MATERIAL. - -
GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA(ACCESSIBLE)ACCESSIBLE COMPONENTS AND - = = = = = = = = = SANITARY LINE -s-s
AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT ACCESS ROUTES FOR THE SITE. THESE COMPONENTS,AS CONSTRUCTED,MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ACCESSIBILITY
LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL ACCESS BOARD STANDARDS AND REGULATIONS'BARRIER FREE PARKING COUNTOR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH JURISDICTION OVER SAME4
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21.1E THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE THE BOTTOM OF THE WATER MAINACCESS AND ANY MODIFICATIONS,REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING ®
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PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS,THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS SPACE,PUBLIC TRANSPORTATION,PEDESTRIAN ACCESS,INTER-BUILDING ACCESS,TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT,MUST T SIGN BOHLER
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INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND • WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING COMPLY WITH THESE ADA AND/OR ARCHITECTURAL ACCESS BOARD CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE E 1�Y G I 1�Y E E R I 1�Y G
ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE ENGINEER, MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE FOLLOWING: LIGHT POLE 00
TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT ok,
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DAMAGES,COSTS,JUDGMENTS, PENALTIES AND THE LIKE RELATED TO SAME. FOR THE SEWER MUST BE PROVIDED. • PARKING SPACES AND PARKING AISLES-SLOPE SHALL NOT EXCEED 1:50(1/4"PER FOOT OR NOMINALLY 2.0%)IN ANY DIRECTION. GUIDE RAIL
ALBANY, NY 12205
22.CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE 28. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH • CURB RAMPS-SLOPE MUST NOT EXCEED 1:12(8.3%)FOR A MAXIMUM OF SIX(6)FEET. gr UTILITY POLE � Phone: (518)438-9900
R.O.W.OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE. REQUIREMENTS,WATER MAIN PIPING MUST BE CEMENT-LINED DUCTILE IRON(DIP)MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE
APPLICABLE AWWA STANDARDS IN EFFECTAT THE TIME OF APPLICATION. • LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR Fax: (518)438-0900
23.ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY APPROVED SUPPLEMENT. NOMINALLY 2.0%)IN ANY DIRECTION. WWW.BohlerE/Iginee ring.com
29. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER,WATER AND STORM SYSTEMS,MUST BE REPAIRED
24.ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT IN ACCORDANCE WITH REFERENCED MUNICIPAL,COUNTY AND/OR DOT DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF • PATH OF TRAVEL ALONG ACCESSIBLE ROUTE-MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL(CAR OVERHANGS AND/OR
ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL,AND MUST REFER TO SITE PLAN FOR ZONING
PLANS,THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20(5.0%), ADA RAMP Wo Do
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AND COSTS THAT ENGINEER INCURS. 30. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS,THE DEVELOPER SHALL,BY BORING OR BY TEST PIT,DETERMINE THE DEPTH TO MUST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12(8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE RAMP MUST HAVE ADA HAND ANALYSIS TABLE AND LAND USE/
GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA,BASEMENTS WILL NOT BE RAILS AND"LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.0%) .
25.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, IN INSTALLED UNLESS SPECIAL CONSTRUCTION METHODS ARE UTILIZED,TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE OFFICIAL. IF AND WHERE FOR POSITIVE DRAINAGE. ZONING INFORMATION Q& NOTES ••
STRICT ACCORDANCE WITH THE APPROVED PLAN(S)AND DESIGN AND, FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR SUMP PUMPS ARE INSTALLED,ALL DISCHARGES MUST BE CONNECTED TO THE STORM SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM
PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DRAIN IN ORDER THAT BLOCKAGES CAN BE ADDRESSED. • DOORWAYS -MUST HAVE A"LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN
DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES 1:50(1/4"PER FOOT OR NOMINALLY 2.0%)FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT ` '�° �° �" �P.•RO FESSIONAL,ENGINEER
THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 31. FOR SINGLE AND TWO-FAMILY RESIDENTIAL PROJECTS,WHERE THE PROPOSED DWELLING AND ADJACENT SPOT ELEVATION(S)ARE SCHEMATIC FOR GENERIC BUILDING WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2003 AND OTHER REFER �` O °•-''OIL EROSION CONTROL ; NEWYORK LICENSE No.071284-1
FOOTPRINT,GRADES MUST BE ADJUSTED BASED ON FINAL ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX(6)INCHES BELOW TOP OF BLOCK AND/OR SIX(6)INCHES REFERENCED INCORPORATED BY CODE.) y �" VERMONT LICENSE No.7735
26.ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT,OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE. BELOW SIDING,WHICHEVER IS LOWEST,AND MUST PROVIDE POSITIVE DRAINAGE(2%MIN.)AWAY FROM DWELLING. ALL CONSTRUCTION,INCLUDING GRADING,MUST NOTES �'``' DETAILS SHEET FOR TYPICAL CONNECTICUT LICENSE No.21854
COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND ALL OTHER APPLICABLE REQUIREMENTS,RULES,STATUTES,LAWS,ORDINANCES AND CODES. • WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM
NOTES ��� DETAILS NEW HAMPSHIRE LICENSE No.1028G
27.ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL,STATE AND LOCAL REGULATIONS, LAWS,ORDINANCES, EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE EROSION A�` MASSACHUSETTS LICENSE No.42644
RULES AND CODES,AND ALL APPLICABLE OSHA REQUIREMENTS. 32. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY. DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE
CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR OHIO LICENSE No.**.. 9
28.CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S 33. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER,SHALL HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL REFER TO LANDSCAPE NOTES &
STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO HAZARDOUS SUBSTANCES,OR POLLUTANTS ON,ABOUT OR UNDER THE PROPERTY. WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS.
JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT DETAILS SHEET FOR TYPICAL SHEET TITLE:
ENGINEER INCURS AS A RESULT OF SAID FAILURE. • THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED
OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL LANDSCAPER NOTES AND DETAILS
29.CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH EPA REQUIREMENTS COSTS TO REMOVE,REPAIR AND REPLACE NON-CONFORMING CONCRETE.
FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES.
CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO REFER �� �������� ���� ���
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TYPICAL LIGHTING NOTES AND
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DEVELOPMENT
PLANS
FENCE'
f�
FOR
HOSPITALITY,
LLC\� I
LOCATION OF SITE
\ �> 524 AVIATION ROAD
/ TOWN OF QUEENSBURY
WARREN COUNTY
STATE OF NEW YORK
WOODED AREA(TBR)
BOHLER
N/F LANDS OF ` \ / E N G IN E E RI N G
THE PEOPLE OF
THE STATE OF NEW YORK 17 COMPUTER DRIVE WEST
rn WOODEDAREA(TBR) ALBANY, NY 12205
o \ Phone: (518)438-9900
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P.ROFESSIONAL ENGINEER
NEW YORK LICENSE No.071284-1
VERMONT LICENSE No.7735
Q — CONNECTICUT LICENSE No.21854
NEW HAMPSHIRE LICENSE No.10280
MASSACHUSETTS LICENSE No.42644
77
REFER TO GENERAL L NOTES SHEET OHIO LICENSE No.E-6832$
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NFOR DEMOLITION NOTES SHEET TITLE:
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DEMOLITION
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/ 1 R ROP' IDE PAINT-STRIPED mar ED
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ASPHALT PSTRAIN � IS; 1
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/ PROP.DRAINAGE / PROP.DIREC OITC OIT NAL,_. 3
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(TYP) �� PCGF NEWCO, L.L.C.
BK. 4143, PG. 236
PROP.STOP BARD T-=465.6
\ \
` SECTION 302.05 BLOCK 1 LOT 93.1
STOP SIGN(TY NRU=459. ° `
PROJECT:
SITE
a C EXISTING TRASH ENCLOSURE �♦ / \ \ PROP.ASPHALT \ ` ♦♦ DEVELOPMENT
(RELOCATED AS SHOWN) � ° GUTTER \ `
a/ PROP.F.E.S.WITH
/ A0 AMBROSIA DINER'S 1 STORY BUSINESS / PROP.FLARED END \ \ ° \ RIP-RAP(TYP.) ` CpNc�F �����
SECTION(TYP.) \ FOR
DMH O \ ° 312'8 c�c� } AVIATION
TF=466.2 r � � g ► �< sa ASHALT J
INV(E)=460.3 1 288'R \ N/F LANDS OF HOSPITALITY
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ac,1 INV(S)=460.2 \ STORM \ \ ° PCGF NEWCO, L.L.C. LLC
MANAGEMENT \ PRO 4'TALL BLACK \ BK. 4143, PG. 236 '
SMH \ AREA ° CHAIN L KFENCE SECTION 302.05 BLOCK 1 LOT 96.1 PARCEL 6 **4% LOCATION OF SITE
TF=465.7 LIQ \! \ `
\ � � 524 AVIATION ROAD
UNABLE TO OPEN
\ ' TOWN OF QUEENSBURY
\ WARREN COUNTY
\ D D goo \ ROR50'ACCESS/ STATE OF NEW YORK
\ \ UTILITY EASEMENT TO
\ \ MALL AND ACCESS DRIVE '
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\ L., ER
\ \ ° ROP.PAINTED BOH'
\ ° -'�kOUBLE LINE ' E N G IN E E RI N G
rn
e�oA PROP'.C\BREAK ' 17 COMPUTER
NY DRIVE EST
2205
\ ooh,c� ' Phone: (518)438-9900
� \ ' Fax: (518)438-0900
12
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PROP. AINAGE \
STRUCTU
X ASHALT
2 W.P. G DEL
\
° 312'R
N/F LANDS OF l
PROFESSIONAL]ENGIN E]EIR
QUEENSBURY DINER, LLC ' NEW YORK LICENSE No.071284-1
a BK. 4368, PG. 183 SNOW/lCE g
v O VERMONT LICENSE No.7735
SECTION 302.05 BLOCK 1 LOT 97 BANK 20'8 CONNECTICUT LICENSE No.21854
\ NEW HAMPSHIRE LICENSE No.10280
o
ZONE: ESC I \ MASSACHUSETTS LICENSE No.42644
F.E.S.
/ENCLOSED SHOPPING CENTER/ X49.1 OHIO LICENSE No.E-6832$
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REFER TO GENERAL DOTES
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' CONCRETE SMH ZONE CRITERIA REQUIRED PROPOSED C a
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,UCTU , N/F LANDS OF CONCRETE� � OF FLOOR AREA PER 0.5 ACRES � �4 �0 ¢ o C, o
�NEWCO, L.L.C. f • , Q < }
• c^ C/I�F MIN. FRONT YARD SETBACK 40 FT 50.2 FT -
BK. 4143, PG. 236 a =J - m
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312'P
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° EXISTING TREE
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\ CONCRETE SIDEWALK 10t_� 2 ' '� MIN. ROAD FRONTAGE 75 FT 107.7 FT F+�1 � 1 0
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14 20'R 3'R PROP-CONCRETE CURB PROP.ACCESSIBLE EMPLOYEE
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PROP.ACCESSIBLE PARKING 68'RR � SPACES
SIGN IN BOLLARD(TYP) o 20'R REVISIONS
2'R PROP.ACCESSIBLE RAMP(TYP) _ _ _ 3'R 9.p'
(V)-DENOTED VARIANCE IS REQUIRED
PROP.DRAINAGE 2R [[�} - �} - �] 2R (TYP) REV DATE COMMENT BY
8 p' 8.0, STRUCTURE(TYP.)
PROP.STOP BAR AND ° p "o- PROP.TRANSITION 1
STOP SIGN(TYP.) °IIIIIIII •�- LAND USE / ZONING
3'R II� p ~ 30'R CURB(TYP) N O ES
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pN ESIDE° 3'R AVIATION HOSPITALITY,LLC 4
ET _
CB G ROP.LANDSCAPE ALK(N�) �, PROP.DRAINAGE 123
TF=457.6 o AREA TYP. PROP.PLANTING-\ STRUCTURE TYP. 14
SUMP=452.0 �'/ ( ) AREA PROP.LANDSCAPE ° ( ) \ 2. OWNER: 5
DRY WELL AREA(TYP.) 20' \ PCGF NEWCO,LLC
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\ 6
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Y 3. PARCEL: 7
° �0 3'R \ SECT.302.05-BLK.1 -LOT96.1
F / ` 222.8' 3'R \ AVIATION ROAD 8
o TOWN OF QUEENSBURY
PROP. HOTEL
/ ® ® PROP.TREE LINE WARREN COUNTY, NEW YORK 9
/ �
PROP.CURB BREAK 15,665 SF± PROP.PATIO AREA \
92 ROOMS
W/SEATING&AMENITIES \ 10
/ PROP.FLARED END .(REFER TO ARCHPLANS)
(102 PARKING SPACES) 11
SECTION(TYP.) 4 t
PROP."NO PARKING"
PROP.CURB BREAK
° SIGN IN BOLLARD(TYP.) 13
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PROP.DIRECTIONAL ` ° ROP.ACCESSIBLE cn 14
3 PARKING SIGN IN BOLLARD
/ / I ARROW(TYP.) ° p° e N/F LANDS OF
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/ l`1.81gE ° BK. 4143, PG. 246 15
/ T�CK SECTION 302.05 BLOCK 1 LOT 92.11
_ 5.8 18.0' 26.0' 18.0' 18.0' 24.0' 1 18.0' ZONE. ESC
TR 3'R ` PRPP. /ENCL OSEO 5110,0, G CENTER
PRELIMINARY
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\ AREA \ - �
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ENCS t. ENCLOSURE
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PROP.CURB BREAK o 0
8 CD
L -To I (�) c)6 AVIATIO
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PROP.TREE LINE \ \ 1SPITALITY
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LOCATION OF SITE
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TOWN OF QUEENSBURY
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VERMONT LICENSE No.7735
� ••CONNECTICUT LICENSE No.21854
Q NEW HAMPSHIRE LICENSE No.10280
MASSACHUSETTS LICENSE No.42644
OHIO LICENSE No.E-68329
77o
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/ TF=465.7 G G'S \ ��� PARCEL 6 ` �/1 \ ���
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TOWN OF QUEENSBURY
1 PROP OUTLETSTRUCTUR \° .\ WARREN COUNTY
RIM 462.25 `., PROP FES-6 �`
1 � ' � � STATE OF NEW YORK
INV OUT 460.31 (15") `/ \ �� \ INV 460.50(15")
° 464
hBOHLER
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G 463.24 LP
G 463.55
/' \ G 463.73 TC 462
/' PROP DMH-3 ° G 463.32 " BC 46 8 / i/ o• o
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xN/F LANDS OF /' INV OUT 460.70(15") \'�ooF G 463.81
QUEENSBURY DINER, LLC /
BK. 4368, PG. 183 / n T,'� tTC 462.88 TC 460.90
° BC 462.38 TC 461.47
0) SECTION 302.05 BLOCK 1 LOT 97 ;' ;; BC 460.97 BC 460.40 PR®FESSI®NAIL-]ENG[NIEIEI�
a ZONE. ESC
INV 460.09 S-5 i' 62 m NEW YORK LICENSE No-071284-1
-'
/ PROP FES-5 � a�o � r •. VERMONT LICENSE No.7735
' I F.E. , ` ° BC 459.79
TC 460.29 ••CONNECTICUT LICENSE No.21854 ••
1 - 'r ` `` TC 461.22 NEW HAMPSHIRE LICENSE No.10280
/ENCLOSED SHOPP/NG CENTER/ � `
o ' 'i �\G 4 1.86 \ G 460.9 BC 460 MASSACHUSETTS LICENSE No.42644
OHIO LICENSE No.E-68329
,I G 460.93 ° THIS PLAN TO BE UTILIZED FOR SITE SHEET TITLE:
GRADING PURPOSES ONLYO
1 TC 460.79 GRADING &
/ i �\ \ BC 460.29
DRAINAGE
mal REFER TO GENERAL NOTES SHEET
PLAN
LO
0 FOR GRADING & UTILITY NOTES
SHEET NUMBER:
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/ BC 459.38 / ; R59 ' / ' ' I / ' TC 459.85 /� `�
( i \ BC 460.29 i G 459.10 r �` \ , I , , \ / / ' , ' `
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0 ADIR
CONTROLPLAN
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ATE ROUTE 87) �� NOTES�� ��UI DETAILS
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EROSIOA Com` SEDI Y ENT CONTROL A ®TES CONSTRUCTIONSEQUENCE NOTES 4 FACILITY SHALL NOT T FILLED BEYOND 95%CAPACITY �
UNLESS A NEW FACILITY IS CONSTRUCTED.
1. PIT IS SPECIFICALLY DESIGNATED DIKED AND IMPERVIOUS
CONTAINMENT TO PREVENT CONTACT BETWEEN CONCRETE 5. SAW CUT PORTLAND CEMENT CONCRETE RESIDUE FROM E
WASH AND STORMWATER. SAWCUT&GRINDING TO BE DISPOSED 0r IN THE PIT. Q
1. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE DONE AS SET FORTH IN THE MOST CURRENT STATE (4 W z Q
THE FOLLOWING CONSTRUCTION SEQUENCE IS RECOMMENDED:
SEDIMENT AND EROSION CONTROL MANUAL. 2. WASH WATER SHALL NOT BE ALLOWED TO FLOW TO SURFACE 6. MANUFACTURED CONCRETE WASHOUT DEVICES MAY BE USED cc �5 z o Q
WATER. IF REMOVED FROM THE SITE WHEN 95%FULL CAPACITY. C 4 " z o
-INSTALLATION OF STABILIZED CONSTRUCTION ENTRANCE/EXIT (AS SHOWN) z C� ® => z wIr
p
2. THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE LEFT IN AN UNTREATED OR UNVEGETATED 3. FACILITY MUST HOLD SUFFICIENT VOLUME TO CONTAIN 7. DEBRIS FROM THE VEHICLE WASH AREA SHALL NOT BE cc J = LL -
CONDITION FOR A MINIMUM TIME.AREAS SHALL BE PERMANENTLY STABILIZED WITHIN 15 DAYS OF FINAL GRADING CONCRETE WASTE WITH A MINIMUM FREEBOARD OF 12." BURIED ON THE SUBJECT SITE.ALL DEBRIS SHALL BE T w 0 -21
COUNTY, �..� z J Q
AND TEMPORARILY STABILIZED WITHIN 30 DAYS OF INITIAL DISTURBANCE OF THE SOIL. IF THE DISTURBANCE IS STATE,AND FEDERAL LAWS AND APPLICABLE CODES. p o w Q =Q o 22
WITHIN 100 FEET OF A STREAM OR POND,THE AREA SHALL BE STABILIZED WITHIN 7 DAYS OR PRIOR TO ANY INSTALLATION OF INLET PROTECTION IN(AS SHOWN) STAKE(2X4,(2)PER BALE) KEY IN �y 0 a
STORM EVENT(THIS WOULD INCLUDE WETLANDS). STRAW BALE REMOVABLE � cc
-DEMOLITION OF EXISTING SITE STRUCTURES(SEE DEMOLITION PLAN)
3. SEDIMENT BARRIERS(SILT FENCE, STRAW BARRIERS, ETC.)SHOULD BE INSTALLED PRIOR TO ANY SOIL 8" 10 MIL LININE25°/ 6"WASHED STONE W � a 9 _
DISTURBANCE OF THE CONTRIBUTING DRAINAGE AREA ABOVE THEM. MULCH NETTING SHALL BE USED TO -DEMOLITION OF EXISTING SITE PAVEMENT AND AMENITIES(SEE DEMOLITION PLAN) PLASTIC LINER SLOP ° C�
ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15%AFTER OCTOBER 1ST THE SAME APPLIES FOR AREA OF SITE CONSTRUCTION M� _ w � _
ALL SLOPES GREATER THAN 8%. 0 u 0 0 u ii -
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CLEARING AND GRUBBING 7STONE
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4. INSTALL SILTATION BARRIER AT TOE OF SLOPE TO FILTER SILT FROM RUNOFF.SEE SILTATION BARRIER DETAILS INSTALLATION OF TEMPORARY SWALES AND SEDIMENT BASINS �� mFOR PROPER INSTALLATION.SILTATION BARRIER WILL REMAIN IN PLACE PER NOTE#5. AREA WITHIN PROTECTION ZONE/TREE DRIP LINE FENCE TO �� 4 - c®z w > w oow-EARTHWORK AND EXCAVATION/FILLING AS NECESSARY FOLLOW TREE DRIP LINE OR 6'FROM TRUNK,WHICHEVER IS 6"WA4 < _ = m _
5. ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED AND/OR REPAIRED EVERY 7 DAYS AND GREATER 10 MIL PLASTIC LINING Tti ® = w o = Q o o
IMMEDIATELY FOLLOWING ANY SIGNIFICANT RAINFALL OR SNOW MELT OR WHEN NO LONGER SERVICEABLE DUE -CONSTRUCTION OF UTILITIES V J Ir CO
TO SEDIMENT ACCUMULATION OR DECOMPOSITION.SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACHSECTION A-A
4'WOOD&WIRE SNOW FENCE WITH STEEL STAKES 18"O.C.
STORM EVENT.THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE HALF THE HEIGHT OF -STABILIZE PERMANENT LAWN AREAS AND SLOPES WITH TEMPORARY SEEDING Z THE BARRIER.SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR
UNTIL AREAS UPSLOPE ARE STABILIZED BY TURF. -INSTALLATION OF INLET PROTECTION OF ON-SITE UTILITIES(AS SHOWN) 15'MINS 10'MIN.
A LIMITS OF 10 MIL W Y
6. NO SLOPES, EITHER PERMANENT OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE 2:1 PLAN PLASTIC LINING (4 4 o 0
( ) -CONSTRUCTION OF BUILDINGS WOOD&WIRE SNOW FENCE USED AS TREE GUARD TO 6"WASHED > LU _
7. IF FINAL SEEDING OF THE DISTURBED AREAS IS NOT COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST, PREVENT DAMAGE FROM CONSTRUCTION EQUIPMENT STONE C�� = Q 2E
-CONSTRUCTION OF ALL CURBING AND LANDSCAPE ISLANDS AS INDICATED ON THE PLANS � ,,, c� rc rc �
USE TEMPORARY MULCH(DORMANT SEEDING MAY BE ATTEMPTED AS WELL)TO PROTECT THE SITE AND DELAY �, Q w o > >
TREE DRIP LINE/TREE PROTECTION ZONE 0 0 0 0 0 0 0 0 0 0 0 �"(� 1--
SEEDING UNTIL THE NEXT RECOMMENDED SEEDING PERIOD. -SPREAD TOPSOIL ON SLOPED AREAS AND SEED AND MULCH `4 a_ z m z z z o
TAK LIMITS OF 10 MIL
8. TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED SHALL BE COMPLETED 45 FINAL GRADING OF ALL SLOPED AREAS yP PLASTIC LININGAREA WITHIN TREE PROTECTION ZONE TO REMAIN
cc
DAYS PRIOR TO THE FIRST KILLING FROST TO PROTECT FROM SPRING RUNOFF PROBLEMS. o
UNDISTURBED DURING CONSTRUCTION F
-PLACE 6"TOPSOIL ON SLOPES AFTER FINAL GRADING COMPLETED. FERTILIZE,SEED,AND MULCH SEED cc
9. DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT WILL BE RETURNED TO THE SITE AND REGRADED MIXTURE TO BE INSTALLED AS REQUIRED. 4'WOOD&WIRE SNOW FENCE WITH STEEL STAKES 18'O.C. z A o SUMP SLOPE 2.5% A a cc
ONTO OPEN AREAS. MIN.
-REMOVAL OF THE TEMPORARY SEDIMENT BASINS � o
10. REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSTRUCTION EXCEPT AS NOTED ABOVE. REVISIONS
ALL DISTURBED AREAS NOT OTHERWISE STABILIZED WILL BE GRADED, SMOOTHED,AND PREPARED FOR FINAL -PAVE PARKING LOT
SEEDING AS FOLLOWS: o
LANDSCAPING PER LANDSCAPING PLAN e REV DATE COMMENT BY
10.1. SIX INCHES OF LOAM WILL BE SPREAD OVER DISTURBED AREAS AND SMOOTHED TO A UNIFORM SURFACE. ELEVATION
-REMOVE EROSION CONTROLS AS DISTURBED AREAS BECOME STABILIZED TO 80%STABILIZATION OR 0 00 0 0 0 0 0 0 0 0 0 1
10.2. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TESTING IS NOT FEASIBLE ON SMALL GREATER. ...... 1 1-4
OR VARIABLE SITES,OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 800 LB PER S7RAVV BALI= 2
ACRE OR 18.4 LB PER 1,000 SF USING 10-20-20 OR EQUIVALENT.APPLY GROUND LIMESTONE(EQUIVALENT TO (TYP.)
50%CALCIUM PLUS MAGNESIUM OXIDE)AT A RATE OF 3 TONS PER ACRE(138 LB PER1,000 SF). 4 8 LIMITS OF 10 MIL PLAN 3
PLASTIC LINING
10.3. FOLLOWING SEED BED PREPARATION, DITCHES AND BACK SLOPES WILL BE SEEDED TO A MIXTURE OF 47% 4
CREEPING RED FESCUE, 5%REDTOP,AND 48%TALL FESCUE.THE LAWN AREAS WILL BE SEEDED TO A
PREMIUM TURF MIXTURE E I 1. KENTUCKY BLUE-GRASS,QUALITY
CREEPING RED FESCUE,AND D12%F PERENNIAL TREE PROTECTION DURING CONSTRUCTION CONCRETE WASHOUT DETAIL 5
RYEGRASS: SEEDING RATE IS 1.03 LBS PER 1,000 SF LAWN QUALITY SOD MAY BE SUBSTITUTED FOR SEED. A V` DURING CONSTRUCTION A V` WASHOUT N.T.S. N..�I�.��.
10.4. STRAW MULCH AT THE RATE OF 70-90 LBS PER 1,000 SF.A HYDRO-APPLICATION OF WOOD OR PAPER FIBER 6
SHALL BE APPLIED FOLLOWING SEEDING.A SUITABLE BINDER SUCH AS CURASOL OR RMB PLUS WILL BE INSTALLATION:
USED ON STRAW MULCH FOR WIND CONTROL. 1. EXCAVATE A 6"x 6"TRENCH ALONG THE LINE OF EROSION CONTROL OF THE SITE. 7
11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE SITE IS STABILIZED. 2. UNROLL SILTATION FENCE AND POSITION THE POSTS AGAINST THE BACK(DOWNSTREAM)WALL OF THE TRENCH(NET SIDE AWAY FROM FLOW DIRECTION).
3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS LAYING ACROSS THE TRENCH BOTTOM. 8
12. WETLANDS WILL BE PROTECTED W/strawBALES AND/OR SILT FENCE INSTALLED AT THE EDGE OF THE WETLAND 4. LAY THE TOE-IN FLAP OF THE FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH,BACKFILL THE TRENCH AND TAMP THE SOIL.TOE-IN CAN ALSO BE
OR THE BOUNDARY OF WETLAND DISTURBANCE. ACCOMPLISHED BY LAYING FABRIC FLAP ON UNDISTURBED GROUND AND PILING&TAMP-ING FILL AT THE BASE. 9
13. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL HAVE AN EXPOSURE WINDOW OF NOT 10
MORE THAN 7 DAYS.
11
14. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL FOLLOW APPROPRIATE EROSION
CONTROL MEASURES PRIOR TO EACH STORM IF NOT BEING ACTIVELY WORKED, 12
MULCH 1-z"x 1-z"POST
WOOD OR PLASTIC SLAT 13
LOCATION MULCH RATE(1000 SF) STAPLED THROUGH FABRIC TO
POST 14
PROTECT AREA STRAW 100 POUNDS FABRIC
13 MAXIMUM SLOPE
WINDY AREA SHREDDED OR CHOPPED CORNSTALKS 185-275 POUNDS 15
STRAW(ANCHORED)' 100 POUNDS
MODERATE TO HIGH JUTE MESH OR EXCELSIOR MAT AS REQUIRED DETAIL OF POST ATTACHMENT
VELOCITY AREAS OR
(PRE-ASSEMBLED PRIOR TO INSTALLATION)
STEEP SLOPES
GREATER THAN 3:1 3 PRELIMINARY
POST
GREATER THAN 3:1 (REFER TO GEOTECHNICAL REPORT FOR FINAL DESIGN REQUIREMENT) 1 POST
SLAT POST
A HYDRO-APPLICATION OF WOOD,OR PAPER FIBER MAY BE APPLIED FOLLOWING SEEDING.A SUITABLE BINDER SUCH FILTER FABRIC SILT FENCE
AS CURASOL OR RMB z SLAT _ (3'WIDE)FABRIC
PLUS SHALL BE USED ON straw MULCH FOR WIND CONTROL. FILTER FABRIC
MULCH ANCHORING n n N BACKFILL
ANCHOR MULCH WITH PEG AND TWINE(1 SQ.YD/BLOCK);MULCH NETTING(AS PER MANUFACTURER);WOOD j / BACKFILL
CELLULOSE FIBER(750 LBS/ACRE); CHEMICAL TACK(AS PER MANUFACTURER'S SPECIFICATIONS); USE OF A SERRATED
STRAIGHT DISK.WETTING FOR SMALL AREAS AND ROAD DITCHES MAY BE PERMITTED. PROJECT:DURING ����
CONSTRUCT SILT FENCE AND STRAW BALES AROUND PERIMETER OF STOCKPILE FLOW _
EROSION CONTROL NOTES
=. _ 0 DEVELOPMENT
op
WI �` TER C®A�` STRUCTIO �` N N LAPIN. PLANS
S
NATIVE SOIL BACKFILL FOR
1. WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15. TOE-IN METHODS PERSPECTIVEOF FENCE AVIATION
2. WINTER EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT NO MORE THAN 1 ACRE OF THE SITE IS
WITHOUT STABILIZATION AT ANY ONE TIME. HOSPITALITY,
3. EXPOSED AREA SHOULD BE LIMITED TO THAT WHICH CAN BE MULCHED IN ONE DAY PRIOR TO ANY SNOW EVENT. LLC
4. CONTINUATION OF EARTHWORK OPERATION ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL ���v �������®� ����� ������
SURFACE ON THE AREA BEING WORKED HAS BEEN STABILIZED SUCH THAT NO LARGER AREA OF THE SITE IS TEMPORARY STOCKPILE DETAIL LOCATION OF SITE
WITHOUT EROSION CONTROL PROTECTION AS LISTED IN ITEM 2 ABOVE. N.T.S. N.T.S.
524 AVIATION ROAD
5. AN AREA SHALL BE CONSIDERED TO HAVE BEEN STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER TOWN OF QUEENSBURY
MULCHED WITH STRAW OR straw AT A RATE OF 100 LB. PER 1,000 SQUARE FEET(WITH OR WITHOUT SEEDING)OR WARREN COUNTY
DORMANT SEEDED,MULCHED AND ADEQUATELY ANCHORED BY AN APPROVED ANCHORING TECHNIQUE. "L"=50'MIN.(SEE CHART 1) PUBLIC R.O.W.
2"-3"CLEAN ANGULAR STATE OF NEW YORK
6. BETWEEN THE DATES OF OCTOBER 15 AND APRIL 1 ST, LOAM OR SEED WILL NOT BE REQUIRED. DURING PERIODS CRUSHED STONE PITCH TO DRAIN AWAY FROM
OF ABOVE FREEZING TEMPERATURES THE SLOPES SHALL BE FINE GRADED AND EITHER PROTECTED WITH MULCH (6"MIN.THICKNESS) PUBLIC RIGHT-OF-WAY TEMPORARY SEDIMENT
OR TEMPORARILY SEEDED AND MULCHED UNTIL SUCH TIME AS THE FINAL TREATMENT CAN BE APPLIED. IF THE /__p_
OOL
DATE T AFTER NOVEMBER 1ST AND IF THE EXPOSED AREA HAS BEEN LOAMED, FINAL GRADED AND IS SMOOTH, ®�
THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 200-300% HIGHER THAN SPECIFIED FOR PERMANENT �� O O OQOQOQO�O�O O INSTALL FILTER FABRIC UNDER
SEED AND THEN MULCHED. IF CONSTRUCTION CONTINUES DURING FREEZING WEATHER,ALL EXPOSED AREAS 7/�D\��D D D D Dom^\ D\/ LER
\\moi./ PROVIDE GEOTEXTILE FILTER -7'MIN. 0 31 SLOPE WIRE MES GRATE(TO BE INSPECTED
SHALL BE CONTINUOUSLY GRADED BEFORE FREEZING AND THE SURFACE TEMPORARILY PROTECTED FROM EXISTING GROUND \ / �j ��j �j/\\//\\// / /\/��\//\\j\� �-FABRIC UNDER STONE 2'MAX 2:1 SLOPE-U°o°o°o°v°° 12„ (OPTIONAL AFTER EACH RAINFALL) E N G IN E E RI N G
EROSION BY THE APPLICATION OF MULCH. SLOPES SHALL NOT BE LEFT UNEXPOSED OVER THE WINTER OR ANY (MIRAFI 140N,OR EQUAL) - -- 0000000°o°o°0
OTHER EXTENDED TIME OF WORK SUSPENSION UNLESS TREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS PROFILE VIEW �00000�0
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M WEATHER CONDITIONS ALLOW DITCHES TO BE FINISHED WITH THE PERMANENT SURFACE TREATMENT, EROSION
2 SHALL BE CONTROLLED BY THE INSTALLATION OF BALES OF straw OR STONE CHECK DAMS IN ACCORDANCE WITH "L"=50'MIN.(SEE CHART 1) III III III III ALBANY, NY 12205
THE STANDARD DETAILS. DROITH P Phone: (518)438-9900
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PROVIDE CORNER ROUNDINGS 3"STON Fax: (518)438-0900
7. MULCHING REQUIREMENTS:
(AS APPLICABLE FOR SITE www.BohlerEn ineerin .com
SPECIFIC CONDITIONS) SIDEWALK "DOUGHNUT DETAIL" g g
LID 7.1. BETWEEN THE DATES OF NOVEMBER 1STAND APRIL 15TH ALL MULCH SHALL BE ANCHORED BY EITHER PEG Z (OR SHOULDER)
2 LINE, MULCH NETTING OR WOOD CELLULOSE FIBER.
X -v o TEMPORARY SEDIMENT WIRE SCREEN Wo o G® ���
7.2. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN POOL INSTALL FILTER FABRIC UNDER
o - _ w DEWATERING GRATE(TO BE INSPECTED
3% FOR SLOPE EXPOSED TO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN 8%. _ >
0) o TRAVELED AFTER EACH RAINFALL)
7.3. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15%AFTER + n WAY
co
Q OCTOBER 1ST THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8%. NSTRU
COCTION v o 0 0°
PROFESSIONAL ENGINEER
ACCESS �� I ¢ z ¢ °0°0000000 NEWYORK LICENSE No.071284-1
8. AFTER NOVEMBER 1 ST THE CONTRACTOR SHALL APPLY DORMANT SEEDING OR MULCH AND ANCHORING ON ALL DRIVE lJ�� o N ��
00000 0 0 0 VERMONT LICENSE No.7735
BARE EARTH AT THE END OF EACH WORKING DAY. ✓ 0°0°00°0°0000000.00 CONNECTICUT LICENSE No.21854
0 .00
-----__----__----__----_----------------- _"- o 0 0.0000.)00000000000,ofJEW HAMPSHIRE LICENSE No.10280•.
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9. DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM AREAS OF SEEDING AND - 5' �
MULCHING PRIOR TO PLACEMENT. MIN. MASSACHUSETTS LICENSE No.42644
GRADE TO DRAINX `• DROP INLET OHIO LICENSE No.E-68329
10. STOCKPILING OF MATERIALS(DIRT,WOOD,CONSTRUCTION MATERIALS, ETC.)MUST REMAIN COVERED AT ALL PT fN 'dEW AWAY FROM III III a WITH GRATE
TIMES TO MINIMIZE ANY DUST PROBLEMS THAT MAY OCCUR WITH ADJACENT PROPERTIES AND TO PROVIDE PUBLIC ROADWAY
SEE EROSION CONTROL PLAN FOR CONSTRUCTION
MAXIMUM PROTECTION AGAINST EROSION RUNOFF. SEDIMENT SHEET TITLE:
FENCE/GATES
SITE SPECIFIC CONSTRUCTION PERIOD (AS APPLICABLE) STONE&BLOCK DROP SOIL EROSION
11. EXISTING CATCH BASIN STRUCTURES SHALL BE PROTECTED UNTIL SUCH TIME AS THEY ARE REMOVED. STORMWATER MANAGEMENT REQUIREMENTS MAINTENANCE NOTES: CONSTRUCTION SPECIFICATIONS: J� �\EROSION
1. INSPECT STABILIZED CONSTRUCTION 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON IT'S SIDE FOR DEWATERING. FOUNDATION CONTROL
TROL
ENTRANCE/ANTI-TRACKING PAD AND
CHART I 1 SHALL BE 2 INCHES MINIMUM BELOW REST OF INLET AND BLOCKS SHALL BE PLACED AGAINST INLET ®���
SEDIMENT DISPOSAL AREA WEEKLY OR FOR SUPPORT.
• LENGTH OF STONE REQUIRED AFTER EVERY MAJOR RAIN STORM EVENT. 2. HARDWARE CLOTH OR 1/2"WIRE MESH SHALL BE PLACED OVER CLOCK OPENINGS TO SUPPORT STONE.
PERCENT SLOPE OF ROADWAY 2. WASH WATER(IF USED)SHALL BE 3. USE CLEAN STONE OR GRAVEL 1/2-3/4 INCH IN DIAMETER PLACED 2 INCHES BELOW THE TOP OF THE ������� �����
COARSE GRAINED SOILS FINE GRAINED SOILS DIRECTED TOWARD A SEDIMENT TRAP, BLOCK ON A 2:1 SLOPE OR FLATTER.
0 TO 2% 50 FT 100 FT SUFFICIENTLY SIZED FOR SPECIFIC SITE 4. FOR STONE STRUCTURES ONLY. A 1 FOOT THICK LAYER OF THE FILER STONE WILL BE PLACED AGAINST
2%TO 5% 100 FT 20OFT CONDITIONS. THE 3 INCH STONE AS SHOWN ON THE DRAWINGS. SHEET NUMBER:
3. EXCESSIVELY MUD-CLOGGED STONE MAXIMUM DRAINAGE AREA 1 ACRE
>5% ENTIRE ENTRANCE STABILIZED WITH FABC BASE COURSE(1) SHALL BE REMOVED AND REPLACED,AS
(1)AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. NEEDED.
is
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PROTECTION STRUCTURE N.T.S. REV 0
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PROP.WETLAND SEED MIX TYP. a � `„' '' � '
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LLC
KEY QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS
LOCATION OF SITE
. .. :......: ....
SHADE TREE(S)( ) PROP.HYDROSEED LAWN524 AVIATION ROAD
OVER 6"TOPSOIL TYP. \
GBPS 4 GINKGO BILOBA'PRINCETON SENTRY' PRINCETON SENTRY BRAND GINKGO 3"CAL.MIN. B+g ( ) / T Y
.::.:' \ I TOWN
COUNTY R
QP 4 QUERCUS PALUSTRIS PIN OAK 3 CAL.MIN. B+g CONCRE
\ ° STATE OF NEW YORK
TCG 5 TILIA CORDATA'GREENSPIRE' GREENSPIRE LINDEN 3"CAL.MIN. B+B �!
\ / PROP.3"LAYER OF DOUBLE-SHREE
I 1
HARDWOOD BARK MULCH OVER W/
SUBTOTAL: 13 ,.,. .. `r: . '.,::'` I I PERMEABLE WEED BARRIER FABRI(
ORNAMENTAL TREE(S) ASHALT 21 IGS J ALL PLANT BEDS(TYP.)
MSSM 2 MAGNOLIA STELLATA STAR MAGNOLIA 4-5' B+B
BOHLER
SUBTOTAL: 2 N/F LANDS OF �'\�op \� X63 �' /
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IF
rn EVERGREENTREE(S) QUEENSBURY DINER, LLC E N G I 1�Y E E R I N G
Fp cMo S 835 00' /
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PIAB 4 PICEAABIES NORWAY SPRUCE 6-T B+g BK. 4368, PG. 183 SNOW110E 17 COMPUTER DRIVE WEST
co SECTION 302.05 BLOCK 1 LOT 97 BANK 3 ' '' / ALBANY, NY 12205
a) TC 2 TSUGACANADENSIS CANADIAN HEMLOCK 6-7' B+g Q6L m /
SUBTOTAL: 6 ZONE.- ESC I F.E.S. ��� r / _ _:: Phone: (518)438-9900
�ENCLOSEDSHOPP/NG CENTER/ fly- q,� \ yti j Fax: (518)438-0900
DECIDUOUS SHRUB(S) \ \ www.BohlerEngineering.com
o30-36"12 MYRICA PENSYLVANICA NORTHERN BAYBERRY 30-36" B+g
X SBAW 45 SPIRAEAX BUMALDA'ANTHONY WATERER' ANTHONY WATERER SPIREA 18-24" #3 CAN \ �� V V oDo ® �EL
E SUBTOTAL: 57 / / \ \
PROP.4'DIA.MULCH I \ \
JREE RING TYP.) o :E
2 EVERGREEN SHRUB(S)
IGS 52 ILEX GLABRA'SHAMROCK' SHAMROCK INKBERRY HOLLY 24-30" #7 CAN
a PROFESSIONAL]ENGIN E]EP,
JHY 34 JUNIPERUS HORIZONTALIS'YOUNGSTOWN' ANDORRA JUNIPER 18-24"SPRD #3 CAN
NEW YORK LICENSE No.071284-1
77
o KLE 15 KALMIA LATIFOLIA'ELF ELF MOUNTAIN LAUREL 24-30" B+g �°®�}�T ®Tq T��j T�q�q�\�°�7j T�� �����°�"���q ��q ��j T���q �q�\'�°�° OWNER MAINTENANCE RESPONSIBILITIES VERMONT LICENSE No.7735
TOWN�� JL v REQUIREMENTS • CONNECTICUT LICENSE No.21854
ROHC 27 RHODODENDERON X OBTUSUM'HINO CRIMSON' HINO CRIMSON AZALEA 18-24" #3 CAN
o NEW HAMPSHIRE LICENSE No.10280
N SECTION OF BY-LAW DESCRIPTION REQUIRED PROPOSED MASSACHUSETTS LICENSE No.42644
co TBR 67 TAXUS BACCATA'REPANDENS' SPREADING ENGLISH YEW 18-24" B+g UPON OWNER'S(OR OWNER CONTRACTOR'S)COMPLETION OF LANDSCAPING WORK,THE OWNER IS
Q FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE,CARE,UPKEEP,WATERING,AND TRIMMING OF ALL OHIO LICENSE No.E-6832$
TH 11 TAXUS MEDIA'HICKSII' HICKS YEW 30-36" B+g 1794-090 PARKING D.FOR LOTS OVER 24 SPACES,162 S.F.OF LANDSCAPING SHALL BE REQUIRED FOR INSTALLED VEGETATION,PLANTS,TREE,BUSHES,SHRUBS,GRASSES,GRASS,ORNAMENTAL PLANTS O THIS PLAN TO
BE UTILIZED FOR AND LOADING EVERY 8 PARKING SPACES.ALL MAY BE COUNTED TOWARDS THE LANDSCAPING AND FLOWERS,FLOWERS,GROUND COVER,AND LANDSCAPING,INCLUDING ALL LANDSCAPE ISLANDS
SUBTOTAL: 206 REGULATIONS REQUIREMENTS. AND AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES,BUT IS SHEET TITLE:
GROUND COVER(S) 102 SPACES/8=12.75 x 162=2,066 S.F.LANDSCAPING 2,066 S.F. >2,066 S.F. NOT LIMITED TO,THE FOLLOWING: LANDSCAPE PURPOSES ONLY
w TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO ASSURE
RABFC 65 ROSA'APPLE BLOSSOM FLOWER CARPET' APPLE BLOSSOM CARPET ROSE 2 GAL. CONTAINER 179-8-010 D.EVERGREEN LANDSCAPE MATERIALS MUST BE INCLUDED TO ACHIEVE AT LEAST A YES YES THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PEDESTRIAN
SUBTOTAL: 65 GENERAL PROVISIONS 1:3 RATIO BETWEEN EVERGREEN AND DECIDUOUS PLANTS SURFACES)OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. LANDSCAPE• TREES WITHIN VEHICULAR SIGHT LINES,AS ILLUSTRATED ON THE LANDSCAPE PLAN,ARE TO BE TRIMMED REFER LANDSCAPE NOTES ES & � l
3 PERENNIAL(S) 179-8-050 D.INTERIOR PARKING LOT LANDSCAPING:ONE SHADE TREE(3"CAL.)PER 15 SPACES 7 TREES 7 TREES TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS OTHERWISE PLAN
� }� 1��
o • MULTIFAMILY AND AND 8%INTERIOR LANDSCAPED AREA(25,000 TO 49,999 S.F.) 8% 8.2% INDICATED ON THE PLANS. DETAILS AILS SH E]ET FOR LANDSCAPE �1�\y
LM 30 LIRIOPE MUSCARI'BIG BLUE' BIG BLUE LILYTURF 1 PT. CONTAINER NONRESIDENTIAL 102 SPACES/15=6.8 OR 7 TREES
LID • VEGETATIVE GROUND COVER,SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO
NOTES�OTES y�}d�A��7D DETAILS d�1
� y� ILS
o SUBTOTAL: 30 LANDSCAPING THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL
`O I REQUIREMENTS E.A 5'WIDE LANDSCAPED STRIP SHALL BE PROVIDED AROUND THE PERIMETER OF SURFACES)ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS-EGRESS WAYS.
m ORNAMENTAL GRASS(ES) THE SITE AND 1 SHADE TREEY CAL. SHALL BE PROVIDED PER EVERY 250 S.F.OF
( ) FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY SHEET NUMBER:
U MSML 26 MISCHANTHUS SINENSIS'MORNING LIGHT' SILVER VARIEGATED MAIDEN GRASS 2 GAL. CONTAINER LANDSCAPED STRIP FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY OTHER
N 2,832 S.F./250=11.33 OR 12 TREES 12 TREES 12 TREES HAZARDS.
5 PAH 57 PENNISETUM ALOPECUROIDES'HAMELN' DWARF FOUNTAIN GRASS 2 GAL. CONTAINER
m THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS 16
Know whets below. SUBTOTAL: 83 REQUIRED TO PROVIDE. 20 10 5 0 20
LIDOF 23
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REE RING(TYP-) l .' :. D°� _ \ �)� // I z z o o w
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C O/ ". o °
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- 57,6 0
TF 4 ° I ALL PLANT BEDS(TYP.)
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PROP.HYDROSEED LAWN
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5 PAH 6'' 5 PAH 3 TBK SBAW 3 TBR 3 SBAW 3 ROHC 4 PAH 10 MSML ,3 JHY 7
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PROP. HOTEL
15,665 SF± \ \ 1 TCG \ $
PROP.WETLAND SEED MIX(TYP.) 92 ROOMS 1 \ 9
3 TBR _ (102 PARKING SPACES)
m I I \ 4
10
/ 4j�h \ ` I PROP.3"LAYER OF DOUBLE-SHREDDED \ ,
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KEY QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS C
LOCATI®1� OFSITE
SHADETREE(S) / / / / / / / / / / / / � / / / / / ��/ / / / / / � / / / A 524 AVIATION ROAD
PROR ARDW LAYER OFDOUBLE-SHREDDED CO l�T��o ~ :-.'.-. 45 / / / / / / / / / / / / / �� / / / / / TOWN OF QUEENSBURY
GBPS 4 GINKGO BILOBA'PRINCETON SENTRY' PRINCETON SENTRY BRAND GINKGO 3"CAL.MIN. B+g NC :.`..:,...... / / / / / / / / _`
HARDWOOD BARK MULCH OVER WATER M� ����a �y / / / / / / / / /��j�� /
PERMEABLE WEED BARRIER FABRIC IN N / / / / / / / / / x� / WARREN COUNTY
QP 4 QUERCUS PALUSTRIS PIN OAK 3"CAL.MIN. B+B ALL PLANT BEDS TYP. PROP.HYDROSEED LAWN /A / / / STATE OF NEW YORK
TCG 5 TILIA CORDATA'GREENSPIRE' GREENSPIRE LINDEN 3"CAL.MIN. B+g ( ) OVER 6"TOPSOIL(TYP.) 455 / / / / / / / / / / / / / /// / / /
SUBTOTAL: 13
ORNAMENTAL TREE(S)
MSSM 2 MAGNOLIA STELLATA STAR MAGNOLIA 4-5' B+B ®H
LER
_
E N G I N E E R I N G
53
SUBTOTAL: 2
EVERGREEN TREE(S)
rn PIAB 4 PICEAABIES NORWAY SPRUCE 6-T B+g 45 / / / 17 COMPUTER DRIVE WEST
o PROP.WETLAND SEED MIX(TYP.) /
TC 2 TSUGACANADENSIS CANADIAN HEMLOCK 6-7' B+B
ALBANY, NY 12205
M •
456 /
/ Phone: (518)438-9900
SUBTOTAL: 6 Fax: (518)438-0900
ro
DECIDUOUS SHRUB(S) www.BohlerEngineering.com
U
MP 12 MYRICA PENSYLVANICA NORTHERN BAYBERRY 30-36" B+B
o /a I� E
X SBAW 45 SPIRAEAXBUMALDA'ANTHONYWATERER' ANTHONY WATERER 18-24" #3 CAN �NC WoDo ® ��L
2
X SUBTOTAL: 57 C/pF
E EVERGREEN SHRUB(S) �f ;
E IGS 52 ILEX GLABRA'SHAMROCK' SHAMROCK INKBERRY HOLLY 24-30" #7 CAN
PROFESSIONAL ENGINEER
Q JHY 34 JUNIPERUS HORIZONTALIS'YOUNGSTOWN' ANDORRA JUNIPER 18-24"SPRD #3 CAN NEW YORK LICENSE No.071284-1
KLE 15 KALMIA LATIFOLIA'ELF' ELF MOUNTAIN LAUREL 24-30" B+g '�°®�� ®Tq ��T�q�q�\�°���� j ��fij�°�"���q ��q �1�T���q 1\/I(�q�\'�°�° OWNER MAINTENANCE A CE RESPON\ SIBILITIES VERMONT LICENSE No.7735
U L D REQUIREMENTS M • CONNECTICUT LICENSE No.21854
o ROHC 27 RHODODENDERON X OBTUSUM'HINO CRIMSON' HINO CRIMSON AZALEA 18-24" #3 CAN NEW HAMPSHIRE LICENSE No.10280'
TBR 67 TAXUS BACCATA'REPANDENS' SPREADING ENGLISH YEW 18-24" g+g SECTION OF BY-LAW DESCRIPTION REQUIRED PROPOSED UPON OWNER'S(OR OWNER CONTRACTOR'S)COMPLETION OF LANDSCAPING WORK,THE OWNER IS MASSACHUSETTS LICENSE No.42644
FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE,CARE,UPKEEP,WATERING,AND TRIMMING OF ALL OHIO LICENSE No.E-68329
TH 11 TAXUS MEDIA'HICKSII' HICKS YEW 30-36" B+g 1794-090 PARKING D.FOR LOTS OVER 24 SPACES,162 S.F.OF LANDSCAPING SHALL BE REQUIRED FOR INSTALLED VEGETATION,PLANTS,TREE,BUSHES,SHRUBS,GRASSES,GRASS,ORNAMENTAL PLANTS THIS PLAN TO
BE q������� ®�y�
c AND LOADING EVERY 8 PARKING SPACES.ALL MAY BE COUNTED TOWARDS THE LANDSCAPING AND FLOWERS,FLOWERS,GROUND COVER,AND LANDSCAPING,INCLUDING ALL LANDSCAPE ISLANDS J Jl�
SUBTOTAL: 206 REGULATIONS REQUIREMENTS. AND AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES,BUT IS SHEET TITLE:
GROUND COVER(S) 102 SPACES/8=12.75 x 162=2,066 S.F.LANDSCAPING 2,066 S.F. >2,066 S.F. NOT LIMITED TO,THE FOLLOWING: LANDSCAPE PURPOSES POSES ®l�T\LY
w TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO ASSURE
RABFC 65 ROSA'APPLE BLOSSOM FLOWER CARPET' APPLE BLOSSOM CARPET ROSE 2 GAL. CONTAINER 179-8-010 D.EVERGREEN LANDSCAPE MATERIALS MUST BE INCLUDED TO ACHIEVE AT LEAST A YES YES THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PEDESTRIAN
SUBTOTAL: 65 GENERAL PROVISIONS 1:3 RATIO BETWEEN EVERGREEN AND DECIDUOUS PLANTS SURFACES)OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. LANDSCAPE• TREES WITHIN VEHICULAR SIGHT LINES,AS ILLUSTRATED ON THE LANDSCAPE PLAN,ARE TO BE TRIMMED REFER LANDSCAPE NOTES ES & � l
3 PERENNIAL(S) 179-8-050 D.INTERIOR PARKING LOT LANDSCAPING:ONE SHADE TREE(3"CAL.)PER 15 SPACES 7 TREES 7 TREES TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS OTHERWISE PLAN
� }� 1�T
o • MULTIFAMILY AND AND 8%INTERIOR LANDSCAPED AREA(25,000 TO 49,999 S.F.) 8% 8.2% INDICATED ON THE PLANS. DETAILS AILS SH E]ET FOR LANDSCAPE �1�\y
W LM 30 LIR MUSCARI'BIG BLUE' BIG BLUE LILYTURF 1 PT. CONTAINER NONRESIDENTIAL 102 SPACES/15=6.8 OR 7 TREES
• VEGETATIVE GROUND COVER,SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO NOTES AND
DETAILS ILS
o SUBTOTAL: 30 LANDSCAPING THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL A`I d�A� d�1
`O REQUIREMENTS E.A 5'WIDE LANDSCAPED STRIP SHALL BE PROVIDED AROUND THE PERIMETER OF SURFACES)ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS-EGRESS WAYS.
m ORNAMENTAL GRASS(ES) THE SITE AND 1 SHADE TREE 3"CAL. SHALL BE PROVIDED PER EVERY 250 S.F.OF
( ) FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY SHEET NUMBER:
U MSML 26 MISCHANTHUS SINENSIS'MORNING LIGHT' SILVER VARIEGATED MAIDEN GRASS 2 GAL. CONTAINER LANDSCAPED STRIP FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY OTHER
N 2,832 S.F./250=11.33 OR 12 TREES 12 TREES 12 TREES HAZARDS. q
5 PAH 57 PENNISETUM ALOPECUROIDES'HAMELN' DWARF FOUNTAIN GRASS 2 GAL. CONTAINER
m THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS
Know whets below. SUBTOTAL 83 REQUIRED TO PROVIDE 20 10 5 0 20
OF 23
Cell before you dig. 1"= 20'
REV 0
a
LANDSC APE SPECIFICATIO S NOTES �
1.) NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT.
2.) REMOVE ALL NON-BIODEGRADABLE MATERIAL AND ROPE FROM TRUNK&TOP OF ROOT BALL.FOLD BURLAP BACK 1/3 FROM ROOT BALL.
3.) PLANTING DEPTH SHALL BE THE SAME AS GROWN IN NURSERY. v W z Q
1. SCOPE OF WORK: D.ALL LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES(6"). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION 4.) THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AREA OF SITE CONSTRUCTION C CD =
THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING,SOIL PREPARATION, PERMANENT SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. Zj U ®24 z> z L J o p
SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS,TOOLS AND EQUIPMENT NECESSARY FOR THE THE TOP FOUR INCHES(4")IN TWO DIRECTIONS(QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA-FOR BID PURPOSES ONLY[SEE 5.) THE BOTTOM OF PLANTING PIT EXCAVATIONS SHOULD BE ROUGH TO AVOID MATTING OF SOIL LAYERS AS =a =o
�[ C J Q S
COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. SPECIFICATION 6.A. : NEW SOIL IS ADDED.IT IS PREFERABLE TO TILL THE FIRST LIFT 2 TO 3 IN. OF PLANTING SOIL INTO THE SUBSOIL. I� (4 � I E o
ll ( ) l �zJQ� �
I.20 POUNDS'GRO-POWER'OR APPROVED SOIL CONDITIONER/FERTILIZER 6.) REFER TO THE CHART"GENERAL RANGE OF SOIL MODIFICATIONS&VOLUMES FOR VARIOUS SOIL CONDITIONS"TO DETERMINE MINIMUM WIDTH OF PREPARED C� ® 0 �
2. MATERIALS II.20 POUNDS NITRO-FORM(COURSE)38-0-0 BLUE CHIP OR APPROVED NITROGEN FERTILIZER SOIL(X). TREE PROTECTION FENCE SHALL BE a p
A.GENERAL-ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF 7.)SUBSTITUTE ARBORVITAE STAKING SYSTEM WHEN SPECIFIED. AVOID PURCHASING TREES WITH TWO LEADERS INSTALLED TO FOLLOW TREE CANOPY
TRANSPORTATION'S SPECIFICATIONS. E.THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. OR REMOVE ONE AT PLANTING:OTHERWISE,DO DRIP LINE OR PROPOSED LIMITS OF rT�
NOT PRUNE TREE AT PLANTING EXCEPT FOR DISTURBANCE.
B.TOPSOIL-NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%,A PH RANGE BETWEEN 4.5-7.0. IT 9. PLANTING SPECIFIC STRUCTURAL CORRECTIONS.
SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH(1"),WOOD, ROOTS,VEGETABLE MATTER AND CLAY CLODS. A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS IS NOT C 4'HIGH WOOD&WIRE SNOW FENCE W/WOOD W (� I w o -
POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR REINFORCED RUBBER HOSE(1/2"DIA.BLACK) STAKES ATA MAXIMUM OF 8'ON CENTER. AS AN ¢ a o Q
C. LAWN-ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM 6"THICK LAYER OF TOPSOIL,ORAS DIRECTED BY THE LOCAL LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN SET ROOT BALL FLUSH TO GRADE OR SEVERAL OPTION, ORANGE/FLOURESCENT HIGH-DENSITY Z } w o Q
ORDINANCE OR CLIENT,AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS INDICATED ON THE THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. "VISI-FENCE"OR APPROVED EQUAL CAN BE USED. ¢ wLU
INCHES HIGHER IN POORLY DRAINING SOILS. CO L
LANDSCAPE PLAN FOLD BURLAP AWAY FROM TOP OF ROOT BALL 1�1 ®z w > w o o w w
I. LAWN SEED MIXTURE SHALL BE FRESH,CLEAN NEW CROP SEED. B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL o = = CO
12 GAUGE GALVANIZED WIRE GUYS TWISTED PLAN ® w o= Q , o
II.SOD SHALL BE STRONGLY ROOTED,WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. SOD INSTALLED ON SLOPES CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT ° 4"BUILT-UP EARTH SAUCER =U
CO
GREATER THAN 4:1 SHALL BE PEGGED TO IS IN A MUDDY OR FROZEN CONDITION. °°° WOOD&WIRE SNOW FENCE USED AS TREE J Coa- CO Ir
2"DIA.HARDWOOD STAKES 2/3 TREE HT3
HOLD SOD IN PLACE. GUARD TO PREVENT DAMAGE FROM.PER TREE 3"DOUBLE SHREDDED HARDWOOD BARK o
Z
C.ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING UTILIZING CLEAN,SHARP CONSTRUCTION EQUIPMENT. a --
D.MULCH-ALL PLANTING BEDS SHALL BE MULCHED WITH A 3"THICK LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH, UNLESS TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. MULCH(UNLESS OTHERWISE SPECIFIED)(DO �-
OTHERWISE STATED ON THE LANDSCAPE PLAN AND/OR LANDSCAPE PLAN NOTES/DETAILS TWICE THE WIDTH OF ROOTBALL FOR NOT PLACE MULCH IN CONTACT WITH TREE
TRUNK W Y
D.ALL PLANTING CONTAINERS, BASKETS AND NON-BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS DURING PREPARED SOIL FOR TREES. ) TREE DRIP LINE/TREE PROTECTION ZONE o 0
E. FERTILIZER PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT BALL AREA WITHIN TREE PROTECTION ZONE TO REMAIN } 0 -
I. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD BAGS SHOWING WEIGHT, PRIOR TO BACKFILLING. LANDSCAPE FABRIC AS SPECIFIED. UNDISTURBED DURING CONSTRUCTION. CC w Q Q 2E = w -
PREPARED SOIL FOR TREES C� = J 2E Y Y�,
ANALYSIS AND NAME OF MANUFACTURER. 1 PART PEAT MOSS � z z o o w
FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE 1 PART COW MANURE a w o > > L -
II. FOR THE PURPOSE OF BIDDING,ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN,6%PHOSPHORUS AND 4% POTASSIUM BY ARCHITECT PRIOR TO EXCAVATING PITS,MAKING NECESSARY ADJUSTMENTS AS DIRECTED. _ 6'WOOD OR STEEL FENCE POSTS AT 8' MAXIMUM / a w o w w w
3 PARTS TOPSOIL --- -- = z m z z z
WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED (RECOMMENDATION ONLY.SEE SOIL MOD.CHART) ;�\�T; y\\ ,j,j \\�\� \�\��T CENTER TO CENTER(MINIMUM 2'BELOW GRADE).
WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY. F. PRR TO LANDISOCAPE PHANSMMUST BESUANCE OINSTALLED, INSPECTEF ANY CERTIFICATE OD AND APPROVED BY HF OCCUPANCY,THE OE APPROVING AGENCYPOSED LANDSCAPE, STHE EOAPPROVED
AGENCY SHALL TAKE
F. PLANT MATERIAL INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES,SHRUBS,VINES OR GROUND UNDISTURBED SUBGRADE �T, �T ,ToiT✓? o�, , To�� �T`' a
I.ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK"(ANSI COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: Oj`' ELEVATION
Z60.1), LATEST EDITION,AS PUBLISHED BY THE I. PLANTS: MARCH 15 TO DECEMBER 15
AMERICAN NURSERY&LANDSCAPE ASSOCIATION(FORMERLY THE AMERICAN ASSOCIATION OF NURSERYMEN). II. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 DIG WIDE,SHALLOW HOLE ALL PLANTING CONTAINERS,BASKETS AND
II. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. WITH TAMPED SIDES NON-BIODEGRADABLE MATERIALS SHALL REVISIONS
III. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONE PLANT OF EACH PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE BE REMOVED FROM ROOT BALLS.
SPECIES FOR VERIFICATION PURPOSES DURING MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. TAMP SOIL SOLIDLY AROUND BASE OF REV DATE COMMENT BY
THE FINAL INSPECTION. ROOT BALL SET ROOT BALL ON UNDISTURBED
IV.TREES WITH ABRASION OF THE BARK,SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 11/4',WHICH HAVE NOT BEEN G. FURTHERMORE,THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH TRANSPLANT SHOCK AND SOIL IN BOTTOM OF HOLE 1
COMPLETELY CALLUSED, SHALL BE REJECTED. THE SEASONAL LACK OF NITROGEN AVAILABILITY,THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED THAT
PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: 2
V.ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH:WELL DEVELOPED ACER RUBRUM PLATANUS X ACERIFOLIA
BRANCHES, DENSELY FOLIATED,VIGOROUS ROOT BETULA VARIETIES POPULUS VARIETIES
SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. CARPINUS VARIETIES PRUNUS VARIETIES 3
VI.CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES(6")ABOVE THE CRATAEGUS VARIETIES PYRUS VARIETIES ���� ��®�����®� ������ ����
NATURAL GRADE FOR TREES UP TO AND INCLUDING A KO ERIA QUERCUS VARIETIES TREE PLANTING
DETAIL 4
FOUR INCH(4")CALIPER SIZE. IF THE CALIPER AT SIX INCHES(6")ABOVE THE GROUND EXCEEDS FOUR INCHES(4")IN CALIPER,THE LIQUIDAMBUIDAMBAR STYRACIFLUA TILIA TOMENTOSA
CALIPER SHOULD BE MEASURED AT A POINT LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES N.T.S. C®NSTRUCTION N.T.S. 5
12"ABOVE THE NATURAL GRADE.
VII.SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB,AND H. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS,WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL NOTES: 6
NOT TO THE LONGEST BRANCH. REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED FOR CONTAINER-GROWN SHRUBS,PLANT SHALL TREE
PLANT SHALL BE PLANTED SO THAT THE 1. ANY TREE INSTALLED WITHIN 10 FT.OF NEW CONCRETE SIDEWALKS
VIII.TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. THOROUGHLY: BE TRANSPLANTED AT THE SAME GRADE AS IN THE SHOULD BE INSTALLED WITH BIOBARRIER ROOT BARRIER FABRIC AS
I. 1 PART PEAT MOSS POINT AT WHICH THE ROOT FLARE CONTAINER. REMOVE THE CONTAINER,USE /—SEE DECIDUOUS OR EVERGREEN TREE 7
SHOWN
3. GENERAL WORK PROCEDURES II. 1 PART COMPOSTED COW MANURE BY VOLUME BEGINS N SET LEVEL WITH GRADE.CUT FINGER OR SMALL HAND TOOLS TO PULL THE DETAIL FOR PLANTING PURPOSES
AND REMOVE BURLAP FROM TOP 2. TREES SHALL BE INSTALLED ACCORDING TO THE APPROPRIATE
A.CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE III.3 PARTS TOPSOIL BY VOLUME ROOTS OUT OF THE OUTER LAYER OF POTTING 8
LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS,MATERIALS AND TOOLS SHALL BE PROPERLY STORED,STOCKPILED IV.21 GRAMS'AGRIFORM'PLANTING TABLETS(OR APPROVED EQUAL)AS FOLLOWS: ONE-THIRD OF ROOT BALL AS SHOWN. SOIL;THEN CUT OR PULL APART ANY ROOTS THAT PLANTING DETAIL.
PLANTING MIXCONC.SIDEWALK
OR DISPOSED OF. A)2 TABLETS PER 1 GALLON PLANT CIRCLE THE PERIMETER OF THE CONTAINER. 10'MAX. 9
:
B)3 TABLETS PER 5 GALLON PLANT 3"DOUBLE-SHREDDED HARDWOOD BARK
B.WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED C 1 PART PEAT MOSS 4 TABLETS PER 15 GALLON PLANT • o'
1 PART COW MANURE MULCH (DO NOT PUT MULCH AGAINST THE R III III III III III III III III 10
INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. D)LARGER PLANTS:2 TABLETS PER%"CALIPER OF TRUNK 3 PARTS TOPSOIL BASE OF THE PLANT). -
4. SITE PREPARATIONS I. FILL PREPARED SOIL AROUND BALL OF PLANT HALF-WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER THOROUGHLY. (SEE SOIL MODIFICATION CHART) LANDSCAPE FABRIC AS SPECIFIED BIOBARRIER ROOT III 11
A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING,ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS 8 121, FINISHED GRADE BARRIER FABRIC
AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. J.ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL,THE POINT AT WHICH THE ROOT FLARE BEGINS, IS SET AT %%o %` PLACE SHRUB ON FIRM SOIL IN BOTTOM OF HOLE. OR APPROVED UNDISTURBED 12
GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. v``;r,,r, i``ii EQUAL SUBGRADE
B.ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BEFORE PLANTING,ADD 3"T04"OF \rrr0`rri r ipp PREPARED SOIL FOR TREES 13
�G,��T��i, �,., BIOBARRIER ROOT BARRIER
BRANCH SHALL BE CUT OFF AT THE BRANCH COLLAR. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY K.ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM WELL-COMPOSTED LEAVES AND RECYCLED YARD iiTii,``ii` o%, o0 o``ir` SEE PLANTING DETAIL
WASTE TO BED AND TILL INTO TOP 6"OF °%°°%o%o°%%%%To°%%%%o °%% FABRIC TO BE INSTALLED = ( )
EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN,SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE BRANCHING HEIGHT OF T FROM GRADE. ,G,rG,it,G,G,yr,G,ir,G,G,yr,G,irG,1ryri TO THE DEPTH OF THE 14
ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF PREPARED SOIL. r; ? rT%%iy %ry4Q�, ` UNDISTURBED SUBGRADE
BOTTOM OF STONE BASE I I I
CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE(1)DAY. CONTRACTOR SHALL WATER EXISTING TREES AS L.GROUND COVER AREAS SHALL RECEIVE A1/4"LAYER OF HUMUS RAKED INTO THE TOP 1"OF PREPARED SOIL PRIOR TO PLANTING. ALL SOIL SURFACE ROUGHENED TO 24 MINIMUM WHEN APPROPRIATE,PLANT MULTIPLE COURSE OR 10", - 15
NEEDED TO PREVENT SHOCK OR DECLINE. GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE-EMERGENT CHEMICAL AS PER MANUFACTURER'S BIND WITH NEW SOIL. SHRUBS IN CONTINUOUS PLANTING HOLE. WHICHEVER IS GREATER
RECOMMENDATION.
C.CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF
ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE(3)DAYS PRIOR TO THE BEGINNING OF WORK. M. NO PLANT, EXCEPT GROUND COVERS,GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET(2')FROM EXISTING STRUCTURES SHRUB PLANTING
AND SIDEWALKS. BI®JBARRI ER ROOT ]BABBLER DETAIL
5.TREE PROTECTION
A.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE N.ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA OR SAUCER. NO DETAIL
JlL N.T.S. N.T.S. PRELIMINARY
ESTABLISHED AT THE DRIP LINE OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE,WHICHEVER IS GREATER. LOCAL STANDARDS THAT MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB.
MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED.
O.ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS FXV IA SET ROOT BALL FLUSH TO GRADE OR
B.A FORTY-EIGHT INCH(48")HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR APPROVED EQUAL, AS LISTED HEREIN. GRgpF SEVERAL INCHES HIGHER IN POORLY
MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A INCORPORATE 2"OF DRAINING SOILS.
MAXIMUM OF EIGHT FEET(8')ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. 10.TRANSPLANTING(WHEN REQUIRED) PEAT INTO 6"OF 4"BUILT-UP EARTH SAUCER
A.ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT.
C.WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO PLANTING MIXTURE,AS SPECIFIED CUT BACK SLOPE TO PROVIDE A SET ROOT BALL ON FIRM PAD IN
DEMOLITION, GRADING,TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING,THEY SHALL BE HEALED IN WITH MULCH OR SOIL,ADEQUATELY WATERED AND BOTTOM OF HOLE
REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. PROTECTED FROM EXTREME HEAT,SUN AND WIND. 1"DOUBLE SHREDDED FLAT SURFACE FOR PLANTING
PROPOSED GRADE FOR PLANTING PROJECT:
HARDWOOD BARK ` TOP SOIL FILL(COMPACTED) SITE
D.AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. MULCH AREA NOT TO EXCEED 2:1 (SLOPE NOT TO EXCEED 2:1)
TREE PROTECTION ZONE. EDGING ''o�� •` `o DEVELOPMENT
D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. (AS SPECIFIED) UNDISTURBED SUBGRADE \/\ o
6. SOIL MODIFICATIONS �����
A.CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. SOIL TESTS SHALL BE E.TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. FINISHED GRADE DIG WIDE,SHALLOW HOLE °r 4"-6"DEEPER THAN ROOT BALL
PERFORMED BY A CERTIFIED SOIL LABORATORY. WITH TAMPED SIDES
F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES(6")DBH SHALL BE REPLACED IN KIND. TREES GREATER THAN SIX FOR
B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT INCHES(6") 41
DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. TAMP SOIL SOLIDLY AROUND F
TOPSOIL 1.0/11 i ir` i., ;x /,....,.,, is ������®�
MATERIAL. SOIL MODIFICATIONS,AS SPECIFIED HEREIN,MAY NEED TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON �� hyo? hyo? �j< BASE OF ROOT BALL X�STj�y
SITE CONDITIONS. 11.WATERING 0 >7� r`o7,�r,�`,`07,�o�Srr%`o G
tiNJ i����r�p ��i, �. EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL GRgO
A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE
C.THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. COMPOSITION OF APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE REFER TO TREE PLANTING DETAIL FOR GENERAL PLANTING SPECIFICATIONS
AMENDMENTSSHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS PERFORMED BY A CERTIFIED SOIL PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. }�
LABORATORY. C�R®CL NDC OVER TREE PLANTING DETAIL e LLC
I.TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS,THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". B.SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE, CONTRACTOR
USE COMPOSTED BARK,COMPOSTED LEAF MULCH SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED TREES. �������� ®� ��®��
OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR N.T.S. N.T.S. LOCATION 'OF SITE
WOOD STRUCTURE. AVOID MATERIAL WITH A PH C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL, BUT ANY 524 AVIATION ROAD
HIGHER THAN 7.5. FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL FOR TOWN OF QUEENSBURY
II.TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO VIGOROUS, HEALTHY GROWTH.
30%BY VOLUME)AND/OR AGRICULTURAL GYPSUM. WARREN COUNTY
COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60%OF THE TOTAL MIX. 12.GUARANTEE 1. PRIOR TO SEEDING,AREA IS TO BE TOPSOILED, FINE GRADED,AND RAKED OF ALL STATE OF NEW YORK
SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO A.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF 1 YEAR FROM APPROVAL OF LANDSCAPE DEBRIS LARGER THAN 2"DIAMETER.
INCREASE DRAINAGE. INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT
III.MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%)BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% (10%)OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND 2. PRIOR TO SEEDING, CONSULT MANUFACTURER'S RECOMMENDATIONS AND
OF THE TOTAL MIX. WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. INSTRUCTIONS.
7. FINISHED GRADING B.ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. REPLACEMENT OF PLANT 3. SEEDING RATES: ®u
A. UNLESS OTHERWISE CONTRACTED,THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF-SITE,WITHOUT • PERENNIAL RYEGRASS 1/2 LB/1000 SQ FT � 1
LER
THE ESTABLISHMENT OF FINE-GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. EXCEPTION. 0 KENTUCKY BLUEGRASS 1 LB/1000 SQ FT E N G IN E E RI N G
• RED FESCUE 1/2 LB/1000 SQ FT
B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF C.TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY 0 SPREADING FESCUE 1/2 LB/1000 SQ FT 17 COMPUTER DRIVE WEST
THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS(1"±). MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION,WEEDING,WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE • FERTILIZER(16.32.16) 2 LB/1000 SQ FT
PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. LIQUID LIME 1 GAL/800 GAL. ALBANY, NY 12205
C.ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE • TANK TACKIFIER 35 LB/800 GAL. Phone: (518)438-9900
AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING,WEEDING, MOWING,TRIMMING AND OTHER OPERATIONS SUCH AS • TANK FIBER MULCH 30 LB/1000 SQ FT Fax: (518)438-0900
ARCHITECT. ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH,ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. www.BohlerEngineering.com
4. GERMINATION RATES WILL VARY AS TO TIME OF YEAR FOR SOWING. CONTRACTOR TO
D.ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING 13.CLEANUP IRRIGATE SEEDED AREA UNTIL AN ACCEPTABLE STAND OF COVER IS ESTABLISHED BY
BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE,THE CONTRACTOR SHALL REMOVE OWNER. ID
ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED AREAS ARE TO BE CLEANED.
8.TOPSOILING
A.CONTRACTOR SHALL PROVIDE A 6"THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL B.THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR AUTHORIZED ��p��®���� �����������®��
PLANTING AREAS. TOPSOIL SHOULD /
BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED REPRESENTATIVE. �
COMPACTED THICKNESS.
B.ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS 14.MAINTENANCE(ALTERNATIVE BID): PROFESSIONAL ENGINEER
NOT BEEN PROPERLY REMOVED,STORED AND PROTECTED PRIOR TO CONSTRUCTION. A 90 DAY MAINTENANCE PERIOD SHALL COMMENCE AT THE END OF ALL LANDSCAPE INSTALLATION OPERATIONS. THE 90 DAY ; NEWYORK LICENSE No.071284-1
C.CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE TOPSOIL TO BE UTILIZED IN MAINTENANCE PERIOD ENSURES TO THE OWNER/OPERATOR THAT THE NEWLY INSTALLED LANDSCAPING HAS BEEN MAINTAINED AS VERMONT LICENSE No.7735
ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO SPECIFIED ON THE APPROVED LANDSCAPE PLAN. ONCE THE INITIAL 90 DAY MAINTENANCE PERIOD HAS EXPIRED,THE OWNER/OPERATOR "NEW ENGLAND WETMIX"AS PREPARED BY: • CONNECTICUT LICENSE No.21854
ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. MAY REQUEST THAT BIDDERS SUBMIT AN ALTERNATE MAINTENANCE BID FOR A MONTHLY MAINTENANCE CONTRACT. THE ALTERNATE II HAMPSHIRE LICENSE No.10280•
MAINTENANCE CONTRACT WILL ENCOMPASS ANY WORK THAT IS CONSIDERED APPROPRIATE TO ENSURE THAT PLANT AND LAWN AREAS NEW ENGLAND WETLAND PLANTS, INC. MASSACHUSETTS LICENSE No.42644
ARE HEALTHY AND MANICURED TO THE APPROVAL OF THE OWNER/OPERATOR. 820 WEST STREET,AMHERST,MA 01002 OHIO LICENSE No.E-68329
PHONE:413.548.8000 ........
EMAIL: INFO@NEWP.COM
WEBSITE:WWW.NEWP.COM
SHEET TITLE:
APPLICATION RATE: 18 LBS/ACRE(1 LB/2,500 SF) LANDSCAPE
SPECIES: Fox Sedge,(Carex vulpinoidea), Lurid Sedge,(Carex lurida), Blunt Broom Sedge, (Carex
scoparia),Sensitive Fern,(Onoclea sensibilis), Blue Vervain,(Verbena hastata), Hop Sedge,(Carex ®���
lupulina),Green Bulrush,(Scirpus atrovirens), Nodding Bur Marigold,(Bidens cer-nua), Bristly Sedge,
(Carex comosa), Fringed Sedge, (Carex crinita),American Mannagrass, (Glyceria grandis),Wool ������� �����
Grass,(Scirpus cyperinus),Soft Rush,(Juncus effusus), Spotted Joe Pye Weed, (Eupatorium
maculatum), Boneset,(Eupatorium perfoliatum), Mud Plantain, (Alisma subcordatum), New England
Aster,(Aster novae-angliae), Rattlesnake Grass,(Glyceria canadensis), Purplestem aster(Aster
puniceus),Soft Stem Bulrush, (Scirpus validus), Blueflag(Iris versicolor),Swamp Milkweed,(Asclepias SHEET NUMBER:
incarnata),Monkey Flower,(Mimulus ringens). 18
OF 23
WETLAND SEED MIX SPECIFICATIONS
REV 0
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LIGHTING TING NOT ES a F.E.S. \ ARRANGEMENT WHERE ALBANY, NY 12205
f,�I INDICATED ON PLAN Phone: (518)438-9900
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x 1. THIS LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA 7. CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, .1 .9 1 .3 Fax: (518)438-0900
PROVIDED BY THE NOTED MANUFACTURER(S). ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES,OR OTHER STRUCTURES. WWW.BOI7lB/E/1Qll1EEl7/7Q.CO/71
6 PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE,
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FIELD CONDITIONS. REGARDING THE POWER SOURCE(S)FROM WITHIN THE BUILDING,AND TIMING DEVICES NECESSARY TO MEET N Wo o ® ���
THE DESIGN INTENT.
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c
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STANDARDS. SAFETY,AND ALL GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE.
PROFESSIONAL ENGINEER
M 3. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A 10.THE CONTRACTOR MUST VERIFY THAT INSTALLATION OF LIGHTING FIXTURES COMPLIES WITH THE NEWYORK LICENSE No.071284-1 ;
c
HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THE REQUIREMENTS FOR SEPARATION FROM OVERHEAD ELECTRICAL WIRES PER STATE REGULATIONS. VERMONT LICENSE No.7735
VALUES DEPICTED ON THIS PLAN ARE IN FOOTCANDLES. CONNECTICUT LICENSE No.21854
p 11.WHEN A BANK ATM IS INCLUDED IN THE PLAN,THE LIGHTING DESIGN REPRESENTS BOHLER'S NEW HAMPSHIRE LICENSE No.10280
r 4. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINEDo-TO ENSURE THAT THEY UNDERSTANDING AND INTERPRETATION OF THE REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED MASSACHUSETTS LICENSE 42644
° FUNCTION o PROPERLY. THIS WORK SHOULD INCLUDE, BUT NOT BE LIMITED TO, FREQUENT VISUAL STANDARDS. CONCRETE �FOUNDATION OHIO LICENSE No.E-6832$
INSPECTIONS, CLEANING OF LENSES, AND RELAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) CURB DESIGN BY OTHERS-SEE ••'•
3 MONTHS. FAILURE TO FOLLOW THE ABOVE STEPS COULD CAUSE THE LUMINARIES, LAMPS AND LENSES TO 12. UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT,THE OWNER SHALL BE RESPONSIBLE FOR ALL
o FAIL PROPERLY TO FUNCTION. MAINTENANCE,SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS NOTE BELOW) SHEET TITLE:
N COMPONENTS AND RELATED SYSTEMS,TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT AND
LO
5. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN FUNCTIONING AT ALL TIMES.
coo APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD LIGHTING
m_ MEASUREMENTS ARE TAKEN WITH A LIGHT METER AND ARE, CONSEQUENTLY, APPROXIMATIONS ONLY. DUE
Uo TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC, AREA LIGHT DETAIL
N ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE N.T.S. PLAN
CONSIDERED APPROXIMATE.
rn , 6 SYSTEM CONDUITS, WIRING VOLTAGETHIS LIGHTING PLAN IS INTENDED S AND OTHER ESHOW THE OLECTIRICAL COMPONENTS AREONS AND TYPE OF rTHIE RESPONSIBILITYRES, ONLY. F THIS PLA T® BE UTILIZED FOR NOTE:THIS DETAIL IS FOR BID AND BUDGETARY PURPOSES ONLY.CONTRACTOR SHALL BE
RESPONSIBLE FOR HAVING A FOUNDATION DESIGN PREPARED BY A QUALIFIED
0 THE ARCHITECT, MEP AND/OR LIGHTING CONTRACTOR, AS INDICATED IN THE CONSTRUCTION CONTRACT ���"��°���" PURPOSES ®��� STRUCTURAL ENGINEER CONSIDERING LIGHTING MANUFACTURER REQUIREMENTS, LOCAL SHEET NUMBER:
m DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. LIGHT WIND LOADS AND SITE SPECIFIC SOIL PARAMETERS.
`2 POLE BASES ARE THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER, AS INDICATED IN THE
HE STATE OF NEW YORK PROHIBITS ANY PERSON CONSTRUCTION CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR INSTALLING LIGHTING
9 ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE ACCOMPANYING SOME SITE CONDITIONS AND/OR LOCATIONS MAY REQUIRE VIBRATION DAMPENING
SPECIFICATIONS,UNLESS IT IS UNDER THE DIRECTION OFA LICENSED FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES 20 10 5 0 20 MEASURES AS DETERMINED BY A STRUCTURAL ENGINEER. 19
Know what's below. PROFESSIONAL ENGINEER.WHERE SUCH ALTERATIONS ARE MADE,THE AND ALL OTHER APPLICABLE RULES,REGULATIONS,LAWS AND STATUTES.
M THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF THE INTENT TO MOUNT ANYTHING OF 23
° PROFESSIONAL ENGINEER MUST SIGN,SEAL,DATE AND DESCRIBE THE FULL TO THE POLE,ASIDE FROM THE LIGHT FIXTURES, INCLUDING BUT NOT LIMITED TO
Cell before you dig. EXTENT OF THE ALTERATION ON THE DRAWINGS AND/OR IN THE 1 20 CAMERAS, BANNERS,FLAGS,SIGNAGE, ETC.AS IT WILL IMPACT THE POLE AND
SPECIFICATIONS.(NYS EDUCATION LAWSECTION 720Q-91FOUNDATION DESIGN. REV 0
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LIGHTING
NOTES:4®���o MOUNTING ARM MULTIPLE FIXTURE 17 COMPUTER DRIVE WEST
ro t t t t t t t t l� a t t t t t t ARRANGEMENT WHERE r ALBANY, NY 12205
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POLE Phone: (518)438-9900
1. THIS LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA 7. CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, Fax: (518)438-0900
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t t t t t t PROVIDED BY THE NOTED MANUFACTURER(S). ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES,OR OTHER STRUCTURES. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 t r www.BohlerEn ineerin .com
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+0.0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 2. THE LIGHT LOSS FACTORS USED IN THESE LIGHTING CALCULATIONS ARE 0.90 FOR ALL LED LUMINAIRES, 0.80 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.
FOR ALL HIGH PRESSURE SODIUM LUMINAIRES OR 0.72 FOR ALL METAL HALIDE LUMINAIRES UNLESS 9. THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED 2'-6"
v OTHERWISE SPECIFIED. THESE FACTORS ARE INDICATIVE OF TYPICAL LIGHTING INDUSTRY MODELING IN THE SITE PLAN, INCLUDING BUT NOT LIMITED TO, GENERAL NOTES, GRADING AND UTILITY NOTES,SITE (MIN.)
STANDARDS. SAFETY,AND ALL GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE. * * * * * * * * t
o
PROFESSIONAL ENGINEER
0 3. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A 10.THE CONTRACTOR MUST VERIFY THAT INSTALLATION OF LIGHTING FIXTURES COMPLIES WITH THE NEWYORK LICENSE No.071284-1 ;
o HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THE REQUIREMENTS FOR SEPARATION FROM OVERHEAD ELECTRICAL WIRES PER STATE REGULATIONS. VERMONT LICENSE No.7735
M VALUES DEPICTED ON THIS PLAN ARE IN FOOTCANDLES. CONNECTICUT LICENSE No.21854
N 11.WHEN A BANK ATM IS INCLUDED IN THE PLAN,THE LIGHTING DESIGN REPRESENTS BOHLER'S
NEW HAMPSHIRE LICENSE No.10280
r 4. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY UNDERSTANDING AND INTERPRETATION OF THE REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED MASSACHUSETTS LICENSE No.42644
° FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT NOT BE LIMITED TO, FREQUENT VISUAL STANDARDS.
J OHIO LICENSE No.E-6832$
o INSPECTIONS, CLEANING OF LENSES, AND RELAMPING (IF NECESSARY) AT LEAST ONCE EVERY SIX (6) CONCRETE FOUNDATION1-1
3MONTHS. FAILURE TO FOLLOW THE ABOVE STEPS COULD CAUSE THE LUMINARIES, LAMPS AND LENSES TO 12. UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT,THE OWNER SHALL BE RESPONSIBLE FOR ALL CURB (DESIGN BY OTHERS-SEE
3
o FAIL PROPERLY TO FUNCTION. MAINTENANCE,SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS NOTE BELOW) SHEET TITLE:
N COMPONENTS AND RELATED SYSTEMS,TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT AND
LO
5. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN FUNCTIONING AT ALL TIMES.
coo APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD ��������
m_ MEASUREMENTS ARE TAKEN WITH A LIGHT METER AND ARE, CONSEQUENTLY, APPROXIMATIONS ONLY. DUE
Uo TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC, AREA LIGHT DETAIL
N ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE N.T.S. ����
• CONSIDERED APPROXIMATE.
rn , 6 SYSTEM CONDUITS, WIRING VOLTAGETHIS LIGHTING PLAN IS INTENDED S AND OTHER ESHOW THE OLECTIRICAL COMPONENTS AREONS AND TYPE OF rTHIE RESPONSIBILITYRES, ONLY. F THIS PLA T® BE UTILIZED FOR NOTE:THIS DETAIL IS FOR BID AND BUDGETARY PURPOSES ONLY.CONTRACTOR SHALL BE
RESPONSIBLE FOR HAVING A FOUNDATION DESIGN PREPARED BY A QUALIFIED
0 THE ARCHITECT, MEP AND/OR LIGHTING CONTRACTOR, AS INDICATED IN THE CONSTRUCTION CONTRACT ���"��°���" PURPOSES ®��� STRUCTURAL ENGINEER CONSIDERING LIGHTING MANUFACTURER REQUIREMENTS, LOCAL SHEET NUMBER:
m DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. LIGHT WIND LOADS AND SITE SPECIFIC SOIL PARAMETERS.
`2POLE BASES ARE THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER, AS INDICATED IN THE �®
STATE OF NEW YORK PROHIBITS ANY PERSON CONSTRUCTION CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR INSTALLING LIGHTING
9 ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE ACCOMPANYING SOME SITE CONDITIONS AND/OR LOCATIONS MAY REQUIRE VIBRATION DAMPENING
SPECIFICATIONS,UNLESS IT IS UNDER THE DIRECTION OFA LICENSED FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES 20 10 5 0 20 MEASURES AS DETERMINED BY A STRUCTURAL ENGINEER.
M
Know what's below. PROFESSIONAL ENGINEER.WHERE SUCH ALTERATIONS ARE MADE,THE AND ALL OTHER APPLICABLE RULES,REGULATIONS,LAWS AND STATUTES. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF THE INTENT TO MOUNT ANYTHING OF 23
° PROFESSIONAL ENGINEER MUST SIGN,SEAL,DATE AND DESCRIBE THE FULL TO THE POLE,ASIDE FROM THE LIGHT FIXTURES, INCLUDING BUT NOT LIMITED TO
Cell before you dig. EXTENT OF THE ALTERATION ON THE DRAWINGS AND/OR IN THE 1 20 CAMERAS, BANNERS,FLAGS,SIGNAGE, ETC.AS IT WILL IMPACT THE POLE AND
SPECIFICATIONS.(NYS EDUCATION LAWSECTION 7209-2 FOUNDATION DESIGN. REV 0
z
z
TRUST BLOCK NOTES:
TABLE I TABLE 2 7. FOR REQUIRED BEAR/NG AREA AND DIMENSIONS D&L SEE TABLE 2. y
\y/y \�/�\�//y \y/y WATER
VALUES OF D&L OTHER THAN THOSE SHOWN IN THE TABLE MAY
SANITARY SEWER V ER S Jl STEM NOTES V V d TER SUPPL Jl SYSTEM STEM NOTES SAFE BEARING LOADS OF SOIL & RULTI BLOCK
BE USED PROVIDED THEY Y/EGD A BEARING AREA EQUAL TO OR
FACTORS FOR MODIFICATION OF THRUST BLOCK AREAS LARGER THAN THAT REOUIREO. � p
MIN/MUM REQUIRED BEAR/NG AREAS&DIMENSIONS 2. CONCRETE NOT TO OVERLAP ANY✓O/NT. z Q
SOIL SAFE BEARING LOAD FACTOR FOR CONCRETE THRUST BLOCKS
1. DESIGN,CONSTRUCTION,MATERIAL STANDARDS,MINIMUM SEPARATION DISTANCES,AND INSPECTION REQUIREMENTS (Les/so. FT.) p/pE TEE(See Note 4) 90'(1/4)Bend 45'(1/8)Bend 2z 1/2'(1/16)Bend 11 1/4'(1/32)Bend J. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH z o
SHALL COMPLY WITH: 1. WATER SUPPLY SYSTEM COMPONENTS SHALL NOT BE PLACED IN OPERATION UNTIL AN"APPROVAL TO OPERATE"HAS MUCK, PEAT G o SIZE AREA Or'mensian AREA Dimension AREA Dimension AREA Dimension AREA Dimension REMO✓/NG OR INSTALL/NG ANY OF THE JO/NT/NG HARDWARE o I G
BEEN ISSUED BY THE TOWN OF QUEENSBURY WATER DEPARTMENT. SOFT CLAY 7,000 2.00 ® z> z J O
(/N) Sq. Ft. D x L Sq. Ft. D x L Sq. Ft. D x L Sq. FL D x L Sq. Ft. D x L 4. VALUES FOR TEE, ALSO APPLY TO END PLUGS, CAPS, AND °� w Q = O 11 -
TOWN OF QUEENSBURY SEWER DEPARTMENT SAND 2,000 1.00 TAPPING SLEEVES. _ J Q= -
2. ALL PROPOSED WATER MAINS AND APPURTENANCES INSTALLED WITHIN THE LIMITS OF THIS PROJECT SHALL BE OWNED 2 0.400 0.50 x 1.00 0.500 0.50 x 1.00 O.3oo 0.50 x 1.00 0.100 0.50 x 1.00 0.100 0.50 x 7.00
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION REQUIREMENTS AND OPERATED BY THE TOWN OF QUEENSBURY WATER DEPARTMENT AFTER FINAL INSPECTION AND ACCEPTANCE. SAND&GRAVEL 3000 0.67 5. REQUIRED BEARING AREAS ARE DUE TO THRUSTS CAUSED BY z Q
SAND&GRAVEL 3 1.386 1.00 x 1.50 1.960 1.00 x 2.00 1.061 0.75 x 1.50 0.541 0.75 x 0.75 0.273 0.50 x 0.75 O SURGE w ¢ S 2E O
APPROVED ENGNNEERING REPORT(S) 4 2.037 1.25 x 2.00 2880 7 5D x 2.00 7.559 1.25 x 7.25 0.796 0.75 x 1.25 0.400 0.50 x 7.00 ALLOWANCE RESULTING IN 225 P.S.1 PS1 WORKING PRESSURE I.TOTAL501-(INTERNA75 L PRESSURE, ® z U CC U H V w
CEMENTED WITH CLAY 4,000 0.50
3. THERE SHALL BE NO CHANGES ON THESE PLANS IN ADVANCE OF,OR DURING CONSTRUCTION,WITHOUT PROPER SHALE ¢Oo0 0.20 NOM/NAL PIPE DIAMETER USED.
TOWN OF QUEENSBURY APPROVAL OF THE DESIGN ENGINEER AND THE NEW YORK STATE DEPARTMENT OF HEALTH. 10'-0"M/N. CLEARANCE 6 4.208 1.75 x 2.50 5.951 200 x J00 3220 1.50 x 2.25 1.642 1.25 x 1.50 0.826 0.75 x 1.25 F�
� 8 7.238 2.50 x Jo0 10.236 275 x 375 5.540 2.25 x 250 2.824 1.50 x 2.00 /.420 1.00 x 1.50 6. REQUIRED BEAR/NG AREAS ARE BASED ON ALLOWABLE SOIL ^�
2. A LICENSED PROFESSIONAL ENGINEER SHALL SUPERVISE CONSTRUCTION IN ACCORDANCE WITH THE APPROVED PLAN 4. WATER SUPPLY SYSTEM SHALL CONFORM TO THE FOLLOWING: O (SEE NOTES) O BEARING CAPACITY OF 2,000 POUNDS PER SQUARE FOOT FOR
10 10.887 2.75 x 4.00 15.397 325 x 4.75 8.333 2.50 x 350 4.248 7.75 x 2.50 2.136 1.25 x 2.00 SAND. DUE TO OTHER SOIL CONDITIONS ENCOUNTERED, BEAR/NG C
PIPE 2 AREAS MAY BE MODIFIED BY THE ENG/NEER, BY MULT/PLYING THE a
RECOMMENDED STANDARDS FOR WATER WORKS ADOPTED BY THE GREAT LAKES-UPPER MISSISSIPPI RIVER BOARD PROPOSED OR PROPOSED OR A POLYETHYLENE OR BU/LD/NG PAPER 2 75936 3.50 x 4.50 21.774 4.50 x 500 784 300 x 4.00 6.008 225 x 2.75 3019 1.50 x 2.25 AREA GIVEN/N TABLE 1 FOR THE APPROPR/ATE PIPE SIZE AND
3. ALL PROPOSED SANITARY SEWER SYSTEM COMPONENTS SHALL CONFORM TO THE TOWN OF QUEENSBURY SEWER OF STATE SANITARY ENGINEERS NEW YORK STATE DEPARTMENT OF HEALTH BULLETIN N0.42. EXISTING EX/ST/NG PIPE
1 TO PREVENT CONCRETE FROM FITTING BY THE LISTED CORRECT/ON FACTORS.
( SANITARY SEWER WATER MAIN BOND/NG TO PLUG AND HARDWARE A
44
DEPARTMENT SPECIFICATIONS AND REQUIREMENTS. RECOMMENDED WATER SYSTEM DESIGN STANDARDS OF THE INSURANCE SERVICES OFFICE OF NEW YORK. 7 /N MUCK, PEAT OR RECENTLY PLACED FILL, ALL THRUSTS SHALL F� (� E� Lu -
TOWN OF QUEENSBURY WATER DEPARTMENT REGULATIONS. A II I1= A THUS FACILITATING FUTURE RENOVEL =III=Iii _ _ III =11II II III= C�
u�'- BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT OF THE PROPOSED WORK. THE LAYOUT SHALL BE NEW YORK STATE DEPARTMENT OF HEALTH PUBLICATION(S): 311= -I.. BY REMOVAL OF SUCH UNSTABLE MATERIAL&REPLACEMENT Q = Q
WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THE THRUSTS, Q
WEQUI W,AS Hy Hy
APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. j�� /� /� j�� LENGTH L REQUIRED ALL AS REQUIRED
BY THE ENGINEER. a o � _
-RURAL WATER SUPPLY. RCRIZCI V�� RR�i`1 R�`1��Ol V R THIS BEAR/NG AREA DETERMINED - Z w m §i
5. THE CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR ALL PROPOSED IMPROVEMENTS TO THE ENGINEER FOR RECOMMENDED STANDARDS FOR WATER WORKS. 11=
BY
s7 of Pipf 1 _III_„ill T�,. I- III Ili Q w� o o
APPROVAL PRIOR TO THE BEGINNING OF CONSTRUCTION. NOTES. II I' ice= h III D=DEPTH o i i m i
cr
5. A LICENSED PROFESSIONAL ENGINEER SHALL SUPERVISE CONSTRUCTION IN ACCORDANCE WITH THE APPROVED PLAN _ - �aoo P.sl. I,II - = 3000 PSL STI 3000 P.S.L =1 + 11- C� a c� O - � w
WHEN/T/S IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERT/CAL SEPARATION AS -" "- CONCRETE THRUST ..III_ CONCRETE THRUST -__- TRENC/' NOTES ® z w O w Q O O
6. THE ENGINEER SHALL BE NOTIFIED IN WRITING BY THE CONTRACTOR OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN AND SUPPLEMENTAL DATA. HE SHALL THEN CERTIFY THE CONSTRUCTION,IN WRITING,AND FURNISH"AS BUILT PLANS. cancRETE THRUST
ON THE PLANS. THE PROPOSED WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL OF STIPULATED ABOVE, ONE OF THE FOLLOWING METHODS MUST BE SPEC/F/ED. BLOCK @LOCK UNDISTURBED 7. PIPE ZONE BEDDING SHALL CONSIST OF CRUSHED STONE, SAND, - a U) cc m u)
THE ENGINEER. 6. ALL PROPOSED WATER MAINS AND APPURTENANCES SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF A A LENGTH L EARTH OR ROCK SU/TABLE EXCAVATED MATER/AL OR OTHER APPROVED MATER/AL.
1. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND PIPE ZONE BACKFILL SHALL CONSIST OF SAND, SU/TABLE EXCAVATED
QUEENSBURY WATER DEPARTMENT. MATER/AL, DR OTHER APPROVED MATER/AL. TRENCH BACKFILL SHALL �y �;
SHALL BE PRESSURE TESTED AT 150 PS/ TO ASSURE WATER TIGHTNESS PR/OR LENGTH L �-a
7. SEWER MAIN AND WATER MAIN SEPARATION:WHERE POSSIBLE,SEWERS SHALL BE LAID AT LEAST 10'HORIZONTALLY TO BACKFILLING. SHALL CONSIST OF SUITABLE EXCAVATED MATERIAL OR OTHER --
DISTANT FROM ANY EXISTING OR PROPOSED WATER MAIN. VERTICAL SEPARATION SHALL BE MAINTAINED TO PROVIDE 7. ALL PROPOSED WATER MAINS AND SERVICES CONSTRUCTION SHALL CONFORM TO THE NEW YORK STATE DEPARTMENT APPROVED NATER/AL.
18"BETWEEN TOP OF SEWER AND INVERT OF WATER MAIN AT UTILITY CROSSINGS. OF HEALTH REGULATIONS AND REQUIREMENTS. 2. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASSED/N A WATERTIGHT LENGTH L BEND TEE SECTION A-A
2. ALL TRENCH EXCAVATION&ANY REQUIRED SHEETING&SHORING Py
CARR/ER PIPE WH/CH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSS/NG, SHALL BE DONE/N ACCORDANCE WITH THE LATEST REVISIONS OF
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT OF THE PROPOSED WORK. THE LAYOUT SHALL BE MEASURED PERPENDICULAR TO THE WATER MA/N. THE CARR/ER PIPE SHALL BE TEE WITH PL UGY THE FOLLOW/NG CODES: Y
8. MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE MANUAL OF APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. OF MATERIALS APPROVED BY THE HEALTH DEPARTMENT FOR USE IN WATER MAIN TYPICAL CONCRETE THRUST BLOCK DETAILS o. SUBPART 23-4, 'EXCAVATION OPERATIONS,"OF (� 0 0
CONSTRUCT/ON. N.Y.S. DEPARTMENT OF LABOR INDUSTRIAL CODE RULE 2-7 °� } CC
UNIFORM TRAFFIC CONTROL DEVICES AND THE TOWN OF QUEENSBURY REQUIREMENTS. 6. SUBPART P 'EXCAVATIONS, TRENCHING AND SHORING,"OF o -
9. THE CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR ALL PROPOSED IMPROVEMENTS TO THE ENGINEER FOR SCALE : NONE Us DEPARTMENT OF LABOR OSHA REGULATIONS FOR CONSTRUCT/ON w z Q 'z >
APPROVAL PRIOR TO THE BEGINNING OF CONSTRUCTION. PPE THE MORE STRINGENT REQUIREMENT IN EACH CODE SHALL APPLY. w 2 �w 7-
2f
THE CONTRACTOR SHALL COMPLY WITH ALL O.S.H.A.AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING J SHEET/NG&SHORING SYSTEMS OTHER THAN THOSE ALLOWED BY z
CONSTRUCTION. 10.THE ENGINEER SHALL BE NOTIFIED IN WRITING BY THE CONTRACTOR OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN 10'-0"MIN 70'-O"M/N. THE CODES, SHALL BE/N ACCORDANCE W17H SPECIFIC DESIGN PLANS Q z o
DONE BY ANEW YORK STATE LICENSED PROFESSIONAL ENGINEER. O O � i;:
ON THE PLANS. THE PROPOSED WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL OF (SEE NOTES) (SEE NOTES) PIPE ZONE BACKFILL `� z coo
z z z
10. ALL EXCAVATIONS SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES DURING CONSTRUCTION. THE ENGINEER
-- - ---,,,- j_ BEDDING MATER/AL
11. ALL EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES SHALL BE MAINTAINED DURING CONSTRUCTION BY THE ---
11.THE CONTRACTOR SHALL RESTORE PAVEMENT LAWNS DRIVEWAYS,CULVERTS,SIGNS AND OTHER PUBLIC OR PRIVATE � c®z�
i- - - - - - - - - - -i r M.J. RETAINER GLAND, CLOW
CONTRACTOR UNLESS OTHERWISE NOTED ON THE PLANS AND/OR AS DIRECTED BY THE ENGINEER. PROPERTY DAMAGED OR REMOVED TO AT LEAS AS GO D A CONDITION AS BEFORE BEING DISTURBED AS DETERMINED PROV/DE BELL HOLES& T - - - - - - - - - F-,058, OR APPROVED
BY THE ENGINEER. ANY DAMAGED TREES,SHRUBS,AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S IB"MIN CLEARANCE UNDISTURBED EARTH CONTINUOUS BEAR/NG SET SCREW, 75 EQUAL
(SEE NO SURFACE ELSEWHERE UNDISTURBED EARTH OR ROCK FT.-LBS. TORQUE
12. THE CONTRACTOR SHALL FERTILIZE,SEED AND MULCH ALL DISTURBED VEGETATED AREAS UNLESS OTHERWISE NOTED EXPENSE. TABLE 4 a�
ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 12.MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE MANUAL OF PROPOSED OR EXISTING SANITARY SEWER WAGER SMD OR EXISTING STANDARD TRENCH IN EARTH TRENCH IN ROCK OR OPTIONAL TRENCH IN EARTH A.O.B.E. NUMBER OF TIE 0 0
UNIFORM TRAFFIC CONTROL DEVICES AND THE TOWN OF QUEENSBURY REQUIREMENTS. RODS REQUIRED
13. PRESSURE SEWER SYSTEM INSTALLATION NOTES IN ELEVA TIONS 0 0 0 �
13.THE CONTRACTOR SHALL COMPLY WITH ALL O.S.H.A.AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING PIPE MIN/MUM V
THE DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION OF THE PROPOSED PRESSURE SEWER SYSTEM CONSTRUCTION. TYPE '4 CR SSING FIN/SHED GRADE SIZE NO. OF REVISIONS
AS SHOWN ON THESE PLANS. INCHES 3/4"RODS 0 0
10'-0"MIN. 10'-O"MIN. FINISHED SURFACE TREATMENT AS REO a.
ALL VALVE BOXES ARE TO BE BROUGHT TO GRADE. 14.ALL EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES SHALL BE MAINTAINED DURING CONSTRUCTION BY THE 2 2 REV DATE COMMENT BY
TI -
IN
RETA/NER GLANDALL TEES AND BENDS TO HAVE A SOLID CONCRETE BLOCK((4X 8"X 12" FOR THRUST RESTRAINT. CONTRACTOR UNLESS OTHERWISE NOTED ON THE PLANS AND/OR AS DIRECTED BY THE ENGINEER. (SEE NOTES) (SEE NOTES)PIPE LINE SHALL BE TESTED AT 120 PSIG FOR A DURATION OF TWO HOURS. ALLOWABLE LEAKAGE FOR 1,000 LF1:3 SLOPE(Typj � � 3 2OF PIPE SHALL BE AS FOLLOWS: 15.THE CONTRACTOR SHALL FERTILIZE,SEED AND MULCH ALL DISTURBED VEGETATED AREAS UNLESS OTHERWISE NOTED �� 11 1.3 SLOPE(Typ.J I' TABLE 3 4 2 TIE Roos WAS ERRETAINERON THE PLANS OR AS DIRECTED BY THE ENGINEER. PROPOSED oR EXISTINGs 2
PIPE SIZE ALLOWABLE LEAKAGE WATER MA/N B"M/N. CLEARANCE NUT
(SEE NOTES) 8 22
INCHES) (GALLONS PER HOUR) 16.ALL PROPOSED WATER MAINS AND APPURTENANCES SHALL CONFORM TO THE FOLLOWING REQUIREMENTS. _-0 019 MIN TENCH BACKFILL (SEE NOTE 1J - - MIN 10 221/2 024 11 Ii II W Zoe 12 230 029 DUCTILE IRON PIPE((CLASS 52) - 11 11= ti 3° ? 3
PIPE PUSH-ON AND MECHANICAL JOINTS:ANSI/AWWA C111/A21.11-85. TYPE 'B" CROSSIN 1 1 1 1:,2 SLOPE W o a 'APPL/ES TO 5/8"RODS
PROPOSED PRESSURE SEWER SYSTEM SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE DUCTILE IRON PIPE FITTINGS:ANSI/AWWA C110/A21.10-87. ;III' � <rya') 8 a AS WELL
a 2 RETA/HER CLAMPS
REQUIREMENTS OF THE TOWN OF QUEENSBURY SEWER DEPARTMENT. PIPE AND FITTINGS MORTAR LINED/PAINT SEAL COATING:ANSI/AWWA C104.A21-4-90. CRRT CAT CRP RAT CNR TI 12" 1 II 12 11= ° z'l� RETAINER CLAMPS 4
PROV/DE IN/T/AL CUSH/ON OF WWATER GATE VALVES:IRON BODY BRONZE MOUNTED DOUBLE DISC TYPE,AWWA C-500. 11 N 1 MATERIAL OVER PIPE SUFFICIENT Mi ti o o F a o
FIRE HYDRANTS:MUELLER SUPER CENTURION 200 - III TO PREVENT DAMAGE DURING W o o NUTS
14. GRINDER PUMP INSTALLATION NOTES: BACKFILLING r a z o Q
- COPPER TUBING:TYPE K SEAMLESS CONFORMING TO ASTM SPECIFICATION B88-81 AND FEDERAL SPECIFICATION 111 I' s @ 5
WWT-799.
LOCATION AND CONSTRUCTION OF GRINDER PUMPS SHALL BE APPROVED BY THE TOWN OF QUEENSBURY SEWER COMPRESSION FITTINGS:MUELLER H-15401 110 SEWER MAIN AND 11 0 = PIPE SPR/NG LINE 0' I.D. W min. W m-
DEPARTMENT PRIOR TO APPLICATION FOR A BUILDING PERMIT. /7O° I I f '/10°D TIE RODS Q
GENERAL GUIDELINES - CORPORATION STOPS:MUELLER H-15000 W/MUELLER 15071 110. BOTH STOPS SHALL HAVE � COMPACTED PIPE ZONE BACKFILL � z ,@ zs �_� �_I� ')) g
AWWA INLET THREADS. WATER MAIN SEPARATION (SEE NOTE 1) ,1 3 18 27
CURB STOP:CAST BRONZE FLARED INLET AND OUTLET MIN.SIZE 3/4" MUELLER 15200 OR APPROVED EQUAL. DEPTH FLAT TRENCH BOTTOM COMPACTED BEDDING AS s"M/N.
GRINDER PUMP SHALL BE LOCATED 20'MAXIMUM FROM PROPOSED BUILDING. A.o.e.E -1 111 AS STANDARD STANDARD(SEE NOTE 1) T- 4 19 28
GRINDER PUMP SHALL BE LOCATED 20'MAXIMUM FROM PROPOSED DRIVEWAY/PARKING. CURB BOX WITH ROD:CURS BOX SHALL BE CAST IRON,EXTENSION TYPE WITH STATIONARY ROD AND SINGLE -ITI=Iii=l I=ITI=ITi=i 6 2, 30 7
BUILDING SERVICE CONNECTION TO GRINDER PUMP SHALL BE BY GRAVITY LINE ONLY. PIECE LID,MUELLER H-10314,STATIONARY ROD MUELLER 82867,LID MUELLER 87081. SCALE NONE -11 _ - _ - AL TERNA TE STYLE
--m-m B 24 32
17.SEWER MAIN AND WATER MAIN SEPARATION:WHERE POSSIBLE,WATER MAINS SHALL BE INSTALLED AT LEAST 10' UNDISTURBED MATERIAL 70 26 34 T/E BOLT FLAT WASHER
NO BUILDING PERMIT SHALL BE ISSUED PRIOR TO APPROVAL OF THE LOCATION OF THE GRINDER PUMP BY THE HORIZONTALLY DISTANT FROM ANY EXISTING OR PROPOSED SANITARY SEWER. WATER MAINS CROSSING SANITARY w W 72 28 36 8
TOWN OF QUEENSBURY SEWER DEPARTMENT. WRITTEN APPROVAL BY THE TOWN OF QUEENSBURY SEWER SEWERS SHALL BE INSTALLED TO PROVIDE A MINIMUM VERTICAL SEPARATION OF 18". THIS SHALL APPLY WHETHER
DEPARTMENT SHALL BE SUBMITTED TO THE TOWN OF QUEENSBURY BUILDING DEPARTMENT AT A TIME OF THE WATER MAIN CROSSED ABOVE OR BELOW THE SANITARY SEWER. FOR ALL CROSSINGS ONE FULL LENGTH OF `OPTIONAL EXTRA TRENCH EXCAVATION& TRENCH IN ROCK 9
APPLICATION FOR A BUILDING PERMIT. WATER MAIN PIPE SHALL BE LOCATED SO THAT EACH JOINT IS AS FAR AWAY AS POSSIBLE FkOM THE SANITARY SEWER. COMPACTED BEDDING A.O.BE 1/10 WAY UP
ALL GRINDER PUMP UNITS ARE TO BE TESTED AFTER COMPLETION OF ALL GRADING AND LAWN LANDSCAPING. PIPE(SEE NOTE 1) AW.W.A LAY/NG CONDITION 4 1_I TIE RODS E_I
UNITS AND PIPING TO BE TESTED FOR 3 MINUTES AT 100 PSIG. WHERE NOT POSSIBLE,SEE SEWER MAIN AND WATER MAIN SEPARATION DETAILS. THIS SHEET.
ALL UNITS TO BE FINAL TESTED AFTER ALL SITE IMPROVEMENTS AND LANDSCAPING IS COMPLETED TO VERIFY
TRENCH IN EARTH
10
18.ALL PROPOSED CONNECTIONS TO EXISTING WATER DISTRIBUTION SYSTEM SHALL BE WET-TAPPED ONLY. STANDARD A.w WA. LAYING CONDITIONS 2(No BEDDING) �
THAT NO DAMAGE TO FORCE MAIN OCCURRED DURING CONSTRUCTION. TEST TO INCLUDE THAT PRESSURE IS CONNECTIONS SHALL BE MADE WITH A MINIMUM OF,OR NO DISRUPTION TO,WATER SERVICE IN THE EXISTING SYSTEM. OPTIONAL A.W.WA. LAYING CONDITION 4, A.O.B.E (WITH BEDDING) TYPICAL TRENCH DETAILS
MAINTAINED BY THE SYSTEM AND MUST BE WITNESSED BY THE TOWN OF QUEENSBURY PERSONNEL. AS MANUFACTURED BY STAR SUPPLY 11
15. THESE IMPROVEMENTS ARE DESIGNED FOR USE WITH ENVIRONMENT ONE CORP.PUMPS ONLY.USE OF OTHER PUMPS THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT AT LEAST 24 HOURS IN ADVANCE PRIOR TO THE START OF SCALE : NONE CORPORATION OR APPROVED EOUAL
SHALL REQUIRE P.E.CERTIFICATION AND APPROVAL FROM THE TOWN OF QUEENSBURY SEWER DEPARTMENT. MAKING ANY CONNECTION TO THE EXISTING WATER DISTRIBUTION SYSTEM. PREFERRED STYLE
TABLE 5 TABLE 6 ra
19 ONCE ALL PROPOSED WATER MAINS AND SERVICE LATERALS HAVE BEEN PROPERLY INSTALLED TO THE SATISFACTION MAX/MUM TAP SIZE MIN/MUM NO. MAIN TAP 2 TIE ROD 12
16. GRINDER PUMP AND SERVICE LINES ARE TO BE OWNED AND MAINTAINED BY THE OWNER. OF THE TOWN OF QUEENSBURY AND THE ENGINEER,THEY SHALL BE CLEANED,HYDROSTATICALLY TESTED AND BRANCH OUTLETS 30'TAP3 15'
DISINFECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE TOWN OF QUEENSBURY AND THE ENGINEER. MN. SIZE-INCHES 3 4 6 8 10 12&LARGER OUTLET TAPS 13
SIZE REQ b. STAGGER TAPS OFF ROTO-RING GLAND
1 2 3 9 1 1-1 41-1 2 2 FIXED
17. SEWER SERVICE TO BE PROVIDED BY TOWN OF QUEENSBURY SEWER DEPARTMENT. MAX TAP SIZE-INCHES / / / / _1/2" 2/1" LINE AS SHOWN
ALL INSTALLATION AND MATERIAL SPECIFICATIONS FOR SANITARY SEWER MAINS AND SERVICE 20.THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER THE LOCATION OF ALL INSTALLED IMPROVEMENTS THAT HE HAS (HYDRANT END) GLANDE
COMPLETED,SO THAT THE ENGINEER MAY FURNISH RECORD MAPS TO THE TOWN OF QUEENSBURY. 2" 3/I" SECTION 'B"-'B" o M.J. GATE VALVE M.✓. ANCHORING POPE, clow
CONNECTIONS SHALL CONFORM TO TOWN OF QUEENSBURY SEWER DEPARTMENT STANDARD DETAILS AND REQUIREMENTS. �~ F-12/6 OR APPROVED EQUAL 14
B„
18. TOWN OF QUEENSBURY SEWER DEPARTMENT SUPERINTENDENT SHALL BE NOTIFIED OF COMMENCEMENT OF MA/N E -' 15
CONSTRUCTION FOR THE PURPOSES OF INSPECTION. 4•t
CONTRACTOR SHALL OBTAIN A CONSTRUCTION PERMIT FROM THE TOWN OF QUEENSBURY SEWER DEPARTMENT 8"MIN IB"Ml
PRIOR TO CONSTRUCTION OF ANY PROPOSED SANITARY SEWERS. PIPE ZONE BACKFILL TAP�TAP 3
CAREFULLYPLACED AND CORPORA
BACKFILLED TO PROTECT PIPE STOPORAT/ON CORPORATION�I CORPoRAT/ON ZGLAND RESTRAINT �C� OR CG PPR
STOP STOP M.✓. TAPPED STOPS o
TEE B (SEE TABLE 6)
Bd WATER SERV/CE WATER SERVICE COPPER SERV/CE THRUST PRELIMINARY
PIPE
UP TO MAX- PIPE PIPE INLETS M.J. TEE
/MUM TAP SIZE
(SEE TABLE 6J RESTRAINT OPTIONS
Z (SEE TABLE 5)
BRANCH
CONNECTION
FILTER FABRIC (SEE TABLE 6) SCALE : NONE
USE BRASS BUSH/NG/N TAP OF SERVICE CLAMP
AMOCO 4551 OR TAPPED TEE TO ACCEPT DES/RED SIZE OF WATER SERVICE M✓. GATE VALVE
CORPORATION STOP&SERV/CE PIPE PIPE OUTLET
OR EQUAL MAX. SIZE=2" (SEE TABLE 6)
LL
3/4"THRU 2"TAPS PER MAIN SIZE 3/4"THRU 2"OUTLETS , 1/2"&T OUTLETS
LLm
N.A N.A
Bc/41WK ,4"MIN TYPICAL
6'-0"
•_�111E 11__•_�_ _ SINGLE TAP TAPPED TEE MULTIPLE TAPS JUNCTION PROJECT:
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BREAK FLANGE PERFERRED OPTIONAL EXTRA BEDDING AOBE SCALE : NONE SCALE : NONE DEVELOPMENT
POSSIBLE S
FINISHED GRADE FIN/SHED GRADE PLANS
PVC �JEDD ING DETAIL - - - - - FOR
1'-6" =1 I i I=iii-iii=iTi�TI=ITI=ITi=ITi=ITi=i I I I 1=1 I I�11=I I =1 11=I i I=I i I i i=III I I 1=1 11=1 11=I 11=iii=i i-iii=i 11=1 I I�11=1 I I- �i I=I i I=III=1 11= �/y
SCALE:NONE CUR@ BOX(EXTENS/ON YPE VALVE BOX \\/ ����®�
=III=III=III-I 111-111 11=111=111=111=111=111=111= -III III=11 III..-11
5'-0"MIN. STATIONC O TTERN BASE& 5'-0"MIN. (TELESCOPIC) ddd JJL11 �7 JJJlllddd JJL11 JJJLLL JJJLLL A ���lll
AS REQUIRED 11SPITALIT Jl
TRENCH
NOTE: VALV BOX(TELESCOPIC PATTERN) 5'-6"MIN. CURB STOP TO BE 9
CORP TION FULL PORT PER MJ. TEE(TAPPING SLEEVE
HYDRANT TO BE STOP ���
OWNER'S STANDARDS o �& VALVE FOR EX/ST/NG TEMPORARY CAP
LINES) OR PLUG
A MUELLER CENTURION
5-1/4"BARREL 6"M.J.GATE VALVE A41 N OR PUG TEMPORARY CAP
5'MIN. 30 t E MAIN
LOCATION Off' SITE
2"ABOVE FINISHED GRADE IF NOT BY OTHERS
CONSTRUCTED IN PAVED AREA T A H RACUSE BY OTHERS 524 AVIATION ROAD
POLYETHLENE ( �) A p L C� TOWN OF QUEENSBURY
M.J.ANCHORING TEE A GAC R 'AND YEAR OF SOL/D CONCRETE BLOCK OR M✓. GATE VALVE(PROVIDE
BUILDING PAPER INSTALLATION TO BE CAST ON COVER. C.I. FOOT PIECE AS REQQ. THRUST RESTRAINT AS
REQUIRED) WARREN COUNTY
III MAIN c�O`�s� 'T�#��'IN�'�A47� ARR(Tm) FOR SERVICES 2" DIAMETER OR LESS FOR SERVICES LARGER THAN 2" DIAMETER STATE OF NEW YORK
NO. 2 CRUSHED STONE - - - - -
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PRECAST CO °• 11=
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=1I 1=1 1=1I IJ I, =- III- III III="'� 2 � �14 TMOI�R� ,1�VIT ��ST CONCRETE GRADE EXTENSION
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17 COMPUTER DRIVE WEST
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NOTE: AS L C A O INSIDE FACE BOOT SEAL ASSEMBLY
ALBANY, NY 12205
� 1.HYDRANT DRAIN OPENING SHALL ELEVATION FLEXIBLE RUBBER
rn BE PLUGGED IN CASE OF HIGH INSIDE FACE
o GROUNDWATER TABLE A.O.B.E OF MANHOLE OF MANHOLE IN CORED HOLE Phone: (518)438-9900
PLACEMENT OF CRUSHED STONE THRUST AS REQUIRED FLEXIBLE RUBBER (ASTM 0923)
TO BE OMITTED. SLEEVE CAST IN Fax: (518)438-0900
� PRECAST
HRUST BLOCK MANHOLE SECTION JOINT(SEE TYPICAL MANHOLE JOINT DETAIL) PLACE e• , SERIES 3oa STAINLESS BAND CLAMP www.BohlerEngineering.com
MORTAR AFTER JIB 0 6..F''•G�•q SERIES 305 STAINLESS SCREW
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1111 I� SEE NOTE 18 INTO MHJATT/ON PROFESSIONAL
1111,° o Oo o H
PIPE SPR/NGL/NE I I I I IN OR OUT PROFESSIONAL ENGINEER
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VERMONT LICENSE No.7735
(BY HERS)
Q CONNECTICUT LICENSE No.21854
6"M.J.HYDRANT =
I I I
NEW HAMPSHIRE LICENSE No.10280
a TOP OF
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a
BIT.CON.TOP COURSE
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NOTE: w =III- 0 REFER TO GEOTECHNICAL REPORT � PAVEMENT SURFACE O C� Q aMIFRAFI 500X SYNTHETIC PREPARED BY DANIEL LOUCKS,PE. = O O O O C aa zO p 0= O O O O FABRIC UNDERDRAIN PRIOR TO AND DURING CONSTRUCTION O O O O°O 0 0 0 0 O C � = J wmw 2E
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� _III III-I I -III_ �T®T USED
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GRAVEL SUBBASE 6" 6" 6" COMPACTED PAINTED 6"WIDE Y
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REINFORCED MESH AT CONC. (4000 P.S.I. @ 28 CURB SHALL CONSIST OF 4,000 PSI AIR ENTRAINED CONCRETE,EXPOSED EDGES TO HAVE 2'-0"TYP. ui z z o o cr
MID DEPTH TRANSVERSE JOINTS 3/4"WIDE SHALL BE INSTALLED IN THE CURB 20'APART Q E O > >
DAYS) RUBBED FINISH AND SURFACE SHALL BE TREATED WITH A CONCRETE PENETRANT/SEALER. (� , �
EXPANSION JOINTS SHALL BE INSTALLED AND SHALL BE FILLED WITH CELLULAR COMPRESSION MATERIAL AS /I W a w o w w w o
EVERY 20 FEET WITH SCORE JOINTS EVERY PAVEMENT FINISH SPECIFIED RECESSED 1/4"IN FROM FRONT FACE AND TOP OF CURB. � z m z z z
GRADE THE ENDS OF CURB SECTIONS SHALL BE CHAMFERED 1/4 INCH. >
5 FEET. EXPANSION JOINTS SHALL ALSO TROWEL ~ PAINTED 6"WIDE
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THE BUILDING, BETWEEN ADJACENT SLABS, 4
CURBS OR AT PENETRATION STRUCTURES. FINISH.
4"TYP. � a�
EXPANSION JOINTS ARE TO BE 1/2" WIDE CURBS,CURB CORNERS OR EDGING SHALL BE FITTED TOGETHER AS CLOSELY AS POSSIBLE.
PREMOLDED BITUMINOUS MATERIAL. SLOPE
ACROSS SIDEWALK TO BE 1/4" PER FOOT EXPANSION JOINTS SHALL BE INSTALLED AT A MAXIMUM OF TWENTY FEET(20')ON CENTER REVISIONS
TOWARDS PAVEMENT. N
F". 6
USING PREFORMED EXPANSION JOINT FILLER HAVING A THICKNESS OF 1/2 INCH.
VEL OR CRUSHED STONE REV DATE COMMENT BY
NOTE: E 1'-0"
REFER TO GEOTECHNICAL REPORT 1/2" EXPANSION JOINT TYP 1
PREPARED BY DANIEL LOUCKS,PE. 6' AT BUILDLING
PRIOR TO AND DURING CONSTRUCTION AS NOTED ON SITE PLAN NOTE: ALL TRAFFIC FLOW ARROWS TO BE 2
FOR PAVEMENT SPECIFICATIONS AND REFLECTIVE WHITE PAINT PER SPECS.
ADDITIONAL REQUIREMENTS.
3
NYSDI011T R.O.W.
TRAFFIC FLOW ARROW CROSSWALK DETAIL 4
SIDEWALK & CUIJDLXJDD DETAIL N.T.S. CONCRETE CUR� DETAIL N.T.S. �®������ ���� ������ �®� ����� N.T.S. N.T.S. N.T.S. 5
"ACCESSIBLE PARKING ONLY"SIGN(IN 6
,----ACCORDANCE WITH ADA GUIDE LINES)
7
4"WIDE WHITE
4"WIDE AZURE STRIPING(TYP.) 8
BLUE STRIPING
(TYP.) PROPOSED 2'WIDE DETECTABLE WARNING STRIP 6"
BEHIND FACE OF CURB/WALK CONSISTING OF RAISED 9
TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9
NOTE:ALL PAVEMENT INCHES,A HEIGHT OF NOMINAL 02 INCHES AND A 10
o CENTER-TO-CENTER SPACING OF NOMINAL 2.35 INCHES
PAINTED(4"AZURE SHALL
STRIPINGCONSTST MOARKINGS 1.5 INCH BITUMINOUS CONCRETE TOP COURSE
NYSDOT ITEM 402.098202-9.5 F2 H.M.A. AND SHALL CONTRAST VISUALLY WITH ADJOINING PROPOSED BUILDING 11
BLUE)ACCESSIBLE CHLORINATED RUBBER SURFACES,COLOR TO BE CHARCOAL GRAY PER TD
SYMBOL(54"W x 60"H) PAINT APPLIED TO A DRY 6., 5' 6 CLASS A CONCRETE STANDARDS.THE MATERIAL USED TO PROVIDE 12
SURFACE WHEN THE 6 x 6 x 6 Ga.W.W.M. 1.5 INCH BITUMINOUS CONCRETE BINDER COURSE CONTRAST SHALL BE AN INTEGRAL PART OF THE
AT MID DEPTH OF 4"TYP.6"AT (3,500 PSI @ 28 DAYS) NYSDOT ITEM 402.189802-19 F9 H.M.A. 12 INCH GRANULAR SUBBASE COURSE WALKING SURFACE.GENERAL CONTRACTOR TO PROVIDE 13
TEMPERATURE IS GREATER CONCRETE MATCH EXIST.FINISH NYSDOT ITEM 304.12-TYPE 2 2 FOOT ARMOR-TILE TRUNCATED DOMES EMBEDDED
X) THAN 40°F.PAINT SHALL BE DRIVEWAY NYSDOT ITEM 608.0101
APPLIED AT A MINIMUM OF CROSSINGS(TYP) INTO THE CONCRETE OR SIMILAR MATERIAL IN
4 INCH BITUMINOUS CONCRETE BASE COURSE ACCORDANCE WITH THE OWNER'S REQUIREMENTS. \2�8. 14
0.015"(15 MIL)FILM - - ° _ EMS'
THICKNESS -III- III ° x' X a III III-III-III- NYSDOT ITEM 402.378902-37.5 F9 H.M.A. PROPOSED CONCRETE LANDING S\OP PROPOSED FACE 15
5'-0"/8'-0"VAN
SEE PLAN (OR AS REQUIRED SEE PLAN =III III TO BE FLUSH WITH GRADE �� 6�'M\N• OF CURBIWALK
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(NYSDOT TYPE 2)
ACCESSI]DDLE STALL MARKINGS & -_-
-I�I-I�I-I�I-I I I-III
PARKING LOT STRIPING DETAIL N.T.S. COMPACTED/ �:121a3 slS PRELIMINARY
NOTES: SUBGRADE SvOpEM V
1. SIDEWALK SHALL BE IN CONFORMANCE WITH THE LATEST ADA REQUIREMENTS-
2-
6 G M\N•
2. EXPANSION JOINTS SHALL BE PROVIDED EVERY 20 FEET,WHERE PROPOSED MEETS EXISTING,AND AS
OTHERWISE DIRECTED BY THE ENGINEER
3. CONTROL JOINTS SHALL BE PROVIDED EVERY 5 FEET AND AS OTHERWISE DIRECTED BY THE ENGINEER
4. CBR VALUES SHALL BE OBTAINED BY GEOTECHNICAL ENGINEER PRIOR TO COMMENCEMENT OF PAVING.
PROPOSED FACE
CURB TRANSITION-SEE SITE PLAN FOR LENGTH EXISTING SUB-SOIL OF CURB/WALK
FULL HEIGHT OF CURB 2"FACE TO FULL HEIGHT OF CURB
PROPOSED CONCRETE PROJECT: SITE
1"RADIUS NOTES: SIDEWALK
1. CONTRACTOR TO VERIFY PAVEMENT THICKNESS DEVELOPMENT
AND NYSDOT ITEM NUMBERS WITH DOT PRIOR TO
a BIDDING AND CONSTRUCTION. PLANS
a 2. NOT USED. (FOR SIDEWALK SLOPES LESS THAN 1:20(5.0%)MAX.)
a a a 3. EXISTING PAVEMENT BEING REMOVED SHALL BE ®�
REPLACED IN-KIND.
4. PERMEABLE BASE COURSE SHALL BE REPLACED NOTE:SLOPES OF ACCESSIBLE PARKING SPACES AND PARKING ACCESS AVIATION®�
TO MATCH ADJACENT PAVEMENT TO REMAIN. AISLES SHALL NOT EXCEED 1:50(2.0%)MAX.IN ANY DIRECTION.
5. TACK COAT BETWEEN ALL ASPHALT LAYERS.
JH OSPITALITY,
NYSDOT R.O.W. SIDEWALK DETAIL NYSDOT R.O.W. TYPICAL
LLC
TRANSITION CUIR]B DETAIL N.T.S. N.T.S. PAVEMENT EMENT SECTI®N N.T.S. ��®��� WALK��� ������ N.T.S. LOCATION OF SITE
524 AVIATION ROAD
TOWN OF QUEENSBURY
12' WARREN COUNTY
STATE OF NEW YORK
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rn 6" NOTE:LOCATION OF BLUE REFLECTIVE ALBANY, NY 12205
6"DIAMETER STEEL PIPE PAINT WHERE PAINTED
� TYP. STOP SIGN SHALL BE IN FILLED w/CONC.PAINTED ON PARKING SPACE Phone: (518)438-9900
�8'MIN. LINE WITH STOP BAR TRAFFIC YELLOW AND EM- Fax: (518)438-0900
M NOTE: BEDDED IN CONC.BASE o www.BohlerEngineering.com
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ALL PAVEMENT STRIPING AND MARKINGS SHALL CONSIST OF CHLORINATED RUBBER PAINT APPLIED
TO A DRY SURFACE WHEN THE TEMPERATURE IS GREATER THAN 40°F.PAINT SHALL BE APPLIED AT A BITUMINOUS JOINT DETECTABLE WARNING PANEL "LEVEL LANDING"
roPIPE AROUND 24"
Q MINIMUM OF 0.015"(15 MIL)FILM THICKNESS
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77 EXISTING BITUMINOUS CONCRETE BASE COURSE AND A 3"CLASS I BITUMINOUS ///\ \% MASSACHUSETTS LICENSE No.42644
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LO STALL. SHEET
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m TACK COAT VERTICAL SURFACE r_��TACK COAT VERTICAL SURFACE AND
a AND SEAL JOINT AFTER SEAL JOINT AFTER INSTALLATION OF SHEET NUMBER:
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LO
ACCESSIBLE PARKING OF 23
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PROPOSED FINISHED GRADE PRECAST CONCRETE ORAS � (� °� cc= J ¢� � o 0
(SLOPE TO DRAIN)(TYP) APPROVED BY THE ENGINEER C� �" 7
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TOP OF RIP-RAP TO FLARED END SECTION ^ h a a a w 0 25
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ON SIDE SLOPES OF INLET
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12 MAX. N.Y.S.D.O.T.ITEM N0.620.03 PRECAST CONCRETE 30"S UARE ¢ ui = w Q _
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MIXTURE PRIMARILY LARGER THAN FILTER FABRIC MIRAFI 140 OR EQUAL ? WASHED STONE 12" MAX.PIPE WITH THE LATEST EDITION OF o "
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50%-65%BASE DIAMETER FINISH ASPHALT BIT.CONC.1.112"NYSDOT TYPE 6(403.16) STATE OF NEW YORK
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ro SIDEWALK INTERSECTS A HAZARDOUS VEHICULAR AREA.
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x 0 0 0 0 0 0 0 0 0 0 BASE DIA.
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N/F LANDS OF BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION
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EDUCATION LAW.
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1w �\ a / �I .\ I \\ PAGE 236.
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DEED REFERENCES:
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SCALE IN FEET
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DRAWN BY:DAP PROJECT NO: 16-1816
Ausfeld & Waldruff Land Surveyors LLP VINCENT P.AUSFELD P.L.S.
323 CLINTON STREET, SCHENECTADY NY LICENSE 4049597
Phone: (518)346-1595 Fax: 518-770-1655 www.awislip.com