HomeMy WebLinkAbout20240590 400 Louden Site Plan Unitarian Universalist Congregation PlansUUCSS NEW CHURCH CAMPUS
400 LOUDEN ROAD
SARATOGA SPRINGS NY 2
CÄ000 COVER SHEET
CÄ00MASTER NOTES
CÄ00 EXISTING CONDITIONS
CÄ020 DEMOLITION EROSION SEDIMENT
CONTROL PLAN
CÄ0 LAYOUT MATERIALS PLAN
CÄ20 GRADING DRAINAGE UTILITIES
PLAN
CÄ30 PLANTING PLAN
CÄ0 CONSTRUCTION DETAILS
CÄ20 CONSTRUCTION DETAILS
CÄ30 CONSTRUCTION DETAILS APPROVAL SET
DOCUMENTS
07/30/2024
EQXGT UJGGV
PROJECT LOCATION GENERAL NOTESPREPARED FOR
SHEET INDEX
ZONING STATISTICS
PROJECT TEAM
THE UNITARIAN UNIVERSALIST CONGREGATION
OF SARATOGA SPRINGS
UUCSS
24 N $ROADWAY
SARATOGA SPRINGS NY 2
LANDSCAPE ARCHITECT/CIVIL ENGINEER:
STUDIO A ^ LANDSCAPE ARCHITECTURE
ENGINEERING DPC
74 WARREN STREET SUITE
SARATOGA SPRINGS NY 2
CONTACT: JEFFREY ANTHONY RLA / MATTHEW E HUNTINGTON PE
PHONE:404030
PRIOR TO COMMENCING ANY WOR- CONTRACTOR SHALL CONTACT
UFPO AND THE PROPER LOCAL AUTHORITIES TO CONFIRM THE
LOCATION OF ALL EXISTING UTILITIES ANY COSTS INCURRED $Y
THE CONTRACTOR FOR FAILURE TO CONTACT THE PROPER
AUTHORITIES SHALL $E SOLELY THE RESPONSI$ILITY OF THE
CONTRACTOR
2THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS
AND REPORT ANY DISCREPANCY $ETWEEN THE PLANS AND THE
FIELD CONDITIONS TO THE OWNERS REPRESENTATIVE
3CONTRACTOR SHALL VERIFY AND COORDINATE LOCATION OF ALL
UTILITIES INCLUDING $Y NOT LIMITED TO LINES DUCTS CONDUITS
SLEEVES FOOTINGS ETC WITH LOCATIONS OF PROPOSED SITE
ELEMENTS EXCAVATION RE3UIRED PROXIMATE TO UTILITY LINES
SHALL $E DONE $Y HAND ANY DAMAGE AND INCURRED COSTS DUE
TO FAILURE OF THE CONTRACTOR TO ADHERE TO THESE
GUIDELINES SHALL $E RESPONSI$ILITY OF THE CONTRACTOR
4CONTRACTOR SHALL ESTA$LISH PERMANENT $ENCHMAR-S PRIOR
TO THE START OF CONSTRUCTION ALL SECONDARY $ENCHMAR-S
SHALL $E LOCATED SO THAT THEY WILL NOT $E DISTUR$ED
DURING CONSTRUCTION
LIMITS OF DISTUR$ANCE IS NOTED ON DRAWINGS CONTRACTOR IS
RESPONSI$LE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND
OUTSIDE THE LIMITS OF DISTUR$ANCE ANY AREAS OUTSIDE THE
LIMITS OF DISTUR$ANCE THAT ARE DISTUR$ED SHALL $E
RESTORED TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST
TO THE OWNER IF NO LIMITS OF DISTUR$ANCE IS SHOWN
PROPERTY LINE SHALL $E THE LIMITS OF DISTUR$ANCE
CONTRACTOR SHALL EMPLOY CARE IN SCHEDULING CONSTRUCTION
SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS AND
MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC
CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY
OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMITS OF
DISTUR$ANCE
7VARIOUS PERMITS ARE RE3UIRED FOR THIS PROJECT IT IS THE
CONTRACTORS RESPONSI$ILITY TO ENSURE ALL RE3UIRED
PERMITS FROM ALL JURISDICTIONS AFFECTED $Y THIS WOR- ARE
IN PLACE PRIOR TO CONSTRUCTION
ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD
DURING CONSTRUCTION SHALL $E RECORDED $Y THE CONTRACTOR
ON ASÄ$UILT DRAWINGS AS SPECIFIED
CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING
INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION
CÄ000
TAX MAP ID: 4Ä2Ä44
ZONE: RURAL RESIDENTIAL
ZONE A$$REV: RR
LOT SIZE: 0 ACRES
RE3UIRED PROPOSED
MIN LOT WIDTH 200 FT2 FT
MIN LOT SIZE 2 AC0 AC
MAX $LDG COVERAGE 20
MIN PERVIOUS COVER 024
FRONT YARD SET$AC-0 FTXX FT
SIDE YARD SET$AC-30 FTXX FT
TOTAL SIDE YARD SET$AC-00 FTXX FT
REAR YARD SET$AC-00 FTXX FT
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YOR- STATE EDUCATION LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY WAY IF AN ITEM $EARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED $Y FOLLOWED $Y THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION
07/30/2024
23034
UUCSS NEW CHURCH
CAMPUS
THE UNITARIAN UNIVERSALIST
CONGREGATION OF SARATOGA
SPRINGS
UUCSS
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 0
PREPARED FOR
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE $ENEFIT OF DIG
SAFE MAR-INGS UTILITIES SHOWN ARE NOT WARRANTED TO
$E EXACT OR COMPLETE THE CONTRACTOR SHALL CONTACT
DIG SAFE AT $EFORE COMMENCING ANY WOR- AND SHALL
PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO
$E REMOVED IN THIS PLAN SET
MAP INFORMATION:
$ASE MAP INFORMATION O$TAINED FROM SURVEY OF LANDS
OF LOT 4 FOR WADE D AND $RIENNE NEWMAN IN THE CITY
OF SARATOGA SPRINGS AND TOWN OF WILTON SARATOGA
COUNTY NY MAP CREATED $Y CORNER POST LAND
SURVEYING PLLC AND DATED JANUARY 3 2023
PROJECT LOCATION
$O
G
M
E
A
D
O
W
R
U
N
WILTON MALL ROAD
ARCHITECT:
SD ATELIER ARCHITECTURE LLC
$ROADWAY
SARATOGA SPRINGS NY 2
CONTACT: SUSAN DAVIS RA
3
LOUDEN ROAD
ADJACENT PROPERTY OWNERS WITHIN 300 FT
70NCPFUECRGTGSWKTGOGPVU
SITE PREPARATION & DEMOLITION NOTES:
1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND SUBSURFACE
CONDITIONS PRIOR TO THE START OF WORK. COORDINATE ALL UTILITY
REQUIREMENTS AND WORK WITH THE APPROPRIATE UTILITY PROVIDER. NOTIFY
OWNER'S REPRESENTATIVE OF ANY AND ALL DISCREPANCIES.
2.ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED. MATERIALS
THAT ARE NOT TO BE STOCKPILED FOR LATER USE ON THE PROJECT OR
DELIVERED TO THE OWNER, SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE
CONTRACTOR IN A TIMELY FASHION SO AS NOT TO DISRUPT PROGRESS AND TO
ENSURE SAFE SITE CONDITIONS.
3.CONTRACTOR SHALL NOT REMOVE OR DISTURB ANY ITEMS KNOWN TO CONTAIN
HAZARDOUS MATERIALS OR SUBSTANCES. CONTRACTOR SHALL NOTIFY
ENGINEER IMMEDIATELY OF HAZARDOUS MATERIALS OR SUBSTANCES
DISCOVERED DURING THE COMPLETION OF SPECIFIED WORK.
4.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH
WITHIN THE LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND
GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE
UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE.
5.THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING CONDITIONS
AND WHICH ARE OUTSIDE THE LIMIT OF WORK.
6.CONTRACTOR SHALL IMPLEMENT AND BE RESPONSIBLE FOR ALL NECESSARY
MEASURES AND PROCEDURES TO MAINTAIN AND PROTECT EXISTING UTILITIES
TO REMAIN, PEDESTRIANS, LOCAL TRAFFIC AND ROADWAYS, ADJACENT
PROPERTIES, AND ETC. FOR DURATION OF PROJECT AND UNTIL PROJECT
COMPLETION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES
AND/OR RESTORATION REQUIRED AS A RESULT OF DEFICIENT PROTECTION
MEASURES.
7.THE CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF
UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED
COSTS.
8.ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED
TO PREVENT MUD ONTO PUBLIC WAYS. ANY MUD ON PUBLIC WAYS ORIGINATING
FROM THE JOB SITE SHALL BE CLEANED DAILY BY THE CONTRACTOR ONLY.
9.CONTRACTOR SHALL BE REQUIRED TO SECURE ALL PERMITS THAT MAY BE
REQUIRED FROM ALL JURISDICTIONS AFFECTED BY THIS WORK.
10.CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES NOT TO BE REMOVED.
EROSION & SEDIMENT CONTROL NOTES:
1.ALL EXPOSED SOIL DISTURBANCE SHALL BE IN ACCORDANCE WITH THE NYS
DEC AND NYC DEP REQUIREMENTS. ANY EXPOSED SOIL SHALL BE PROPERLY
STABILIZED WITH EITHER PERMANENT SEED AND MULCH IF SOIL DISTURBANCE
IS COMPLETED OR TEMPORARILY SEEDED AND MULCHED IF IT WILL BE MORE
THAN 14 DAYS BEFORE ADDITIONAL SOIL DISTURBANCE WILL OCCUR. EXPOSED
SOIL SHALL RECEIVE TEMPORARY OR PERMANENT SEED AND MULCH WITHIN 14
DAYS OF DISTURBANCE.
2.THE CONTRACTOR SHALL LIMIT THE AREA OF CLEARING AND GRUBBING,
EXCAVATION, BORROW, AND EMBANKMENT OPERATIONS IN PROGRESS,
COMMENSURATE WITH THEIR CAPABILITY AND PROGRESS IN KEEPING THE
FINISH GRADING AND MULCHING, SEEDING AND OTHER TEMPORARY AND/OR
PERMANENT CONTROL MEASURES IN ACCORDANCE WITH THESE PLANS.
3.THE CONTRACTOR SHALL DESIGNATE TO THE OWNER'S REPRESENTATIVE A
QUALIFIED EROSION AND SEDIMENT CONTROL SUPERVISOR WITH ADEQUATE
TRAINING, EXPERIENCE, AND AUTHORITY TO IMPLEMENT AND MAINTAIN ALL
EROSION AND SEDIMENT CONTROL MEASURES AS PER THE NYS DEC
REQUIREMENTS
4.CONSTRUCTION IS TO PROCEED IN ACCORDANCE WITH THE CONSTRUCTION
PHASING SCHEDULE SUPPLIED BY THE CONTRACTOR OR SHOWN ON THE PLANS.
GRASSES SHALL BE ESTABLISHED ON ALL DISTURBED AREAS AS SOON AS
POSSIBLE. FOR TIME FRAMES OUTSIDE THE GROWING SEASON, OTHER METHODS
OF SOIL STABILIZATION (SUCH AS THE USE OF JUTE MESH EXCELSIOR
MATTING) WILL BE USED UNTIL SUCH A TIME AS GRASS CAN BE ESTABLISHED.
5.ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN
PLACE PRIOR TO ANY SITE DISTURBANCE. THIS INCLUDES GRADING
OPERATIONS, UTILITY OR STRUCTURE INSTALL.
6.SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE
CONSTRUCTED IN ACCORDANCE WITH NYS DEC REQUIREMENTS.
7.APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN
PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA SERVED IS STABILIZED.
8.THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS AND
INSTALL ALL MEASURES REQUIRED TO REASONABLY CONTROL SOIL EROSION
RESULTING FROM CONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLOW
OF SEDIMENT FROM THE CONSTRUCTION SITE.
9.THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL
STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL
FACILITIES.
10.ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND MAINTAINED AFTER
EVERY STORM EVENT.
11.THE CONTRACTORS ATTENTION IS DIRECTED TO THE FACT THAT THROUGHOUT
THE DURATION OF THE PROJECT IT WILL BE THE CONTRACTOR'S
RESPONSIBILITY TO PROTECT ALL WATER COURSES FROM WATER BORNE
SEDIMENT OR POLLUTANTS ORIGINATING FROM ANY WORK DONE ON, OR IN
SUPPORT OF THIS PROJECT.
12.ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PREVENT CONTAMINATION
OF WATERBODIES BY SILT, SEDIMENT, FUELS, SOLVENTS, LUBRICANTS, EPOXY
COATINGS, CONCRETE LEACHATE, OR ANY OTHER POLLUTANT ASSOCIATED
WITH CONSTRUCTION AND CONSTRUCTION PROCEDURES.
LAYOUT NOTES:
1.VERIFY LOCATION OF ROADS AFFECTING SCOPE OF WORK.
2.VERIFY LOCATION OF ALL VAULTS, ELECTRICAL DUCT BANKS, MANHOLES,
CONDUIT AND PIPING, DRAINAGE STRUCTURES AND OTHER UTILITIES WITH THE
APPROPRIATE ENGINEERING DRAWINGS. NOTIFY ENGINEER OF ANY CONFLICTS
WITH ENGINEER SCOPE.
3.TAKE ALL DIMENSIONS FROM FACE OF BUILDING TO CENTERLINE OF DRIVE OR
TREES UNLESS OTHERWISE NOTED.
4.ALL ANGLES TO BE 90 DEGREES AND ALL LINES OF PAVING AND FENCING TO BE
PARALLEL UNLESS NOTED OTHERWISE. MAINTAIN HORIZONTAL ALIGNMENT OF
ADJACENT ELEMENTS AS NOTED ON THE DRAWINGS.
5.REFERENCE TO NORTH REFERS TO PLAN NORTH, REFERENCE TO SCALE IS FOR
FULL-SIZED DRAWINGS ONLY. DO NOT SCALE FROM REDUCED DRAWINGS.
EARTHWORK NOTES:
1.BEFORE ANY LAND CLEARING IS COMMENCED, THE CONTRACTOR SHALL
ARRANGE A MEETING ON SITE WITH THE OWNER'S REPRESENTATIVE TO
IDENTIFY WHICH TREES ARE TO BE PROTECTED OR REMOVED. NO CLEARING
SHALL OCCUR WITHOUT A CLEAR UNDERSTANDING OF THE EXISTING
CONDITIONS TO BE PRESERVED.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL
EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF
THE CONSTRUCTION PERIOD. THE PLACEMENT OF PROTECTION DEVICES
ADDITIONAL TO THOSE NOTED SHALL, HOWEVER, BE AT THE CONTRACTORS
DISCRETION. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR
WHERE DAMAGE MAY RESULT TO TREES TO BE KEPT. CONSTRUCTION
MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE KEPT.
3.ALL TEMPORARY EROSION AND SEDIMENT (E&S) CONTROL MEASURES SHALL BE
INSTALLED PRIOR TO ANY EARTH DISTURBANCE. E&S CONTROL DEVICES SHALL
BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED TO ENSURE
SATISFACTORY PERFORMANCE. ANY DAMAGE OCCURRING DURING THE COURSE
OF CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL EXPENSE TO THE OWNER. ASSOCIATED FINES RESULTING FROM
SUCH DAMAGE SHALL ALSO BE PAID BY THE CONTRACTOR.
4.ALL PROPOSED GRADES SET IN THE FIELD TO BE COMPLETED BY A NEW YORK
STATE LICENSED SURVEYOR.
5.ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN A
MAXIMUM OF 12" COMPACTED LIFTS.
6.ALL SLOPES 3:1 AND GREATER SHALL BE STABILIZED WITH SLOPE
STABILIZATION MATS. LOCATIONS AND METHODS TO BE APPROVED BY THE
OWNER'S REPRESENTATIVE.
7.PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO
DRAIN AT A MINIMUM SLOPE OF ONE-EIGHTH (18") PER FOOT. ANY
DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE
OWNER'S REPRESENTATIVE IMMEDIATELY BEFORE CONTINUING WORK.
8.EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE
DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING
UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS
AT NO ADDITIONAL COST TO THE OWNER.
9.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING
GRADE, PROVIDING VERTICAL CURVES OR ROUNDINGS AT THE TOP AND BOTTOM
OF ALL SLOPES.
10.DURING GRADING OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS
SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR OTHER
DAMAGE. WHEN IT IS NECESSARY TO INTERRUPT DRAINAGE OR OTHER
EXISTING UTILITIES, CONTRACTOR IS TO PROVIDE TEMPORARY FACILITIES
UNTIL PERMANENT WORK IS COMPLETED AT NO COST TO THE OWNER.
11.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM
STRUCTURE TO PREVENT PONDING. FINISHED SURFACES SHALL BE FREE FROM
ANY ABRUPT OR IRREGULAR CHANGES.
12.EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN
SHALL BE DONE BY HAND SO THAT NO DAMAGE OCCURS TO EXISTING ROOT
SYSTEM. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN
KIND AT NO ADDITIONAL EXPENSE TO THE OWNER.
13.EXCAVATION SHALL BE TO ELEVATIONS INDICATED WITH A TOLERANCE OF ± 1".
14.SUBBASE COURSE MATERIAL SHALL CONFORM TO NYS DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS SECTION 304, TYPE 2 AND
SHALL CONFORM TO MIN 95% MODIFIED PROCTOR DENSITY. BACKFILL
MATERIAL SHALL BE COMPACTED ON SITE SOIL MATERIAL.
15.EMBANKMENT FILL SHALL CONFORM WITH ALL REQUIREMENTS OF NYSDOT
SPEC. SECTION 203. MAXIMUM ALLOWABLE LOOSE LIFTS FOR EMBANKMENTS
SHALL BE 12 INCH AND SHALL BE COMPACTED TO NOT LESS THAN 95% OF THE
MAXIMUM DENSITY AS ESTABLISHED THROUGH THE STANDARD PROCTOR
COMPACTION TEST PER ASTM D698.
16.MATERIAL STOCKPILES, IF REQUIRED, SHALL BE LOCATED WHOLLY WITHIN THE
WORK AREA. ADDITIONAL SILT FENCES SHALL BE PROVIDED AT THE BASE OF
ALL STOCKPILES AS DIRECTED IN THE FIELD BY THE ENGINEER.
17.ALL TRENCHES AND OTHER EXCAVATION SIDE SLOPES INDICATED ON THE
DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT INTENDED TO INDICATE A
STABLE EXCAVATION SLOPE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
THE ADEQUACY AND STABILITY OF ALL EXCAVATION SLOPES, SHEETING,
SHORING, TRENCH BOXES, AND ANY OTHER MEANS REQUIRED FOR A SAFE
WORK ENVIRONMENT AND FOR PROTECTION OF ADJACENT ROADWAYS AND
OTHER STRUCTURES. ALL EXCAVATION WORK SHALL COMPLY WITH THE
REQUIREMENTS OF THE FOLLOWING REGULATORY AGENCIES:
--SUBPART 23-4, "EXCAVATION OPERATIONS", OF NEW YORK DEPARTMENT OF
LABOR INDUSTRIAL CODE RULE 23.
--SUBPART P, "EXCAVATIONS" OF THE UNITED STATES DEPARTMENT OF LABOR
OSHA REGULATIONS FOR CONSTRUCTION.
--ALL OTHER MUNICIPAL, COUNTY, STATE OR FEDERAL AGENCIES, REGULATIONS
OR LAWS PERTAINING TO EXCAVATION SAFETY AS MAY APPLY AT THE WORK
SITE.
--THE MORE STRINGENT PROVISION IN EACH OF THE ABOVE CODES SHALL APPLY.
THESE PROVISIONS SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND
SHALL BE INCREASED IF NECESSARY TO PROVIDE SAFE WORKING CONDITIONS.
18.CRUSHED STONE, WHERE CALLED FOR ON THE DRAWINGS, SHALL CONFORM TO
NYS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION
703-02, SIZE DESIGNATION 2.
19.ALL SILT FENCES SHALL BE INSTALLED PRIOR TO DISTURBANCE OF EXISTING
SITE FINISHES AND SHALL REMAIN IN PLACE UNTIL A STABLE GROWTH OF
TURF IS ESTABLISHED.
20.ALL DISTURBED AREAS NOT COVERED WITH SITE IMPROVEMENTS OR
LANDSCAPING SHALL BE COVERED WITH 3" OF TOPSOIL AND SEEDED TO
ESTABLISH A DENSE GROWTH OF TURF.
PLANTING NOTES:
1.ALL PLANT BEDS TO BE MULCHED WITH 3" DEEP SHREDDED CEDAR-NATURAL
COLOR, UNLESS OTHERWISE NOTED ON THE PLANS.
2.PRIOR TO PLANTING, CONTRACTOR SHALL LOCATE, VERIFY, AND REPORT ANY
CONFLICTS WITH EXISTING UTILITY LINES TO THE LANDSCAPE ARCHITECT.
3.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES
ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY
THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL BE OF SPECIMEN
QUALITY UNLESS APPROVED OTHERWISE BY LANDSCAPE ARCHITECT.
4.WRITTEN APPROVAL IS REQUIRED FROM LANDSCAPE ARCHITECT OF ANY
PROPOSED SUBSTITUTIONS OF PLANT MATERIAL. CHANGED PLANTS SHALL BE
EQUIVALENT FORM, HEIGHT, FLOWER, COLOR, LEAF, SIZE, BRANCHING, CULTURE
AND FRUIT.
5.PRIOR TO COMMENCEMENT OF PLANTING, STAKE LOCATION OF ALL PLANTINGS
FOR APPROVAL BY LANDSCAPE ARCHITECT.
6.SCHEDULE DELIVERY OF PLANTS ONLY IN REASONABLE TIME AS TO WHEN THEY
CAN BE INSTALLED. PLANTS TO BE INSPECTED BY LANDSCAPE ARCHITECT AT
DELIVERY.
7.MAINTENANCE TO BEGIN IMMEDIATELY FOLLOWING INSTALLATION OF PLANT
MATERIALS UNTIL FINAL ACCEPTANCE.
8.TREES SHALL NOT BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING.
TREES SHALL BE PLANTED 3” HIGHER THAN PREVIOUS GRADE. SHRUBS AND
GROUND COVER SHALL BE PLANTED AS THE SAME RELATIONSHIP TO GRADE AS
PREVIOUS GRADE.
9.PLANT MATERIAL QUANTITIES TO BE PROVIDED BY CONTRACTOR AS SHOWN ON
DRAWINGS.
10.UNLESS NOTED ON PLANT LIST, PLANTS TO BE BALLED AND BURLAPPED OR
CONTAINER GROWN.
1.THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS
POSSIBLE IN AREAS OF THE SITE WHERE ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS.
2.ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN
24 HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED
TO BE IN GOOD WORKABLE CONDITION.
3.THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY
BASIS TO COLLECT LITTER AND CONSTRICTION DEBRIS, WHICH MUST BE
DISPOSED OF LEGALLY.
4.ANY STOCKPILES OF FILL, EXCAVATED MATERIAL OR TOPSOIL SHALL BE
CONTAINED BY SILT FENCE AND/OR COVERED TO PREVENT EROSION.
MAINTENANCE NOTES
STORMWATER MANAGEMENT SYSTEM CONSTRUCTION NOTES
1.BIORETENTION OUTLET STRUCTURE OUTLET STORM PIPE SHALL BE HIGH-DENSITY
POLYETHYLENE DUAL WALLED CORRUGATED PIPE WITH SMOOTH INTERIOR
CONFORMING TO ASTM F2648. PIPE SHALL BE JOINED USING BELL AND SPIGOT JOINT
CONFORMING TO ASTM F2648. JOINTS SHALL CONFORM TO ASTM D3212. GASKETS
SHALL CONFORM TO ASTM F477. FITTINGS SHALL CONFORM TO ASTM F2306.
1.ALL POTABLE WELL DECOMMISSIONING ACTIONS SHALL BE PERFORMED BY A
NEW YORK STATE REGISTERED WELL DRILLER AND SHALL COMPLY WITH THE
REQUIREMENTS DESCRIBED IN THE NEW YORK STATE DEPARTMENT OF HEALTH
INDIVIDUAL WATER SUPPLY WELLS-FACT SHEET #4 AND THE NEW YORK STATE
DEPARTMENT OF ENVIRONMENTAL CONSERVATION WATER SUPPLY WELL
DECOMMISSIONING RECOMMENDATIONS, DIVISION OF WATER.
UTILITY REMOVAL NOTES
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
07/30/2024
23034
UUCSS NEW CHURCH
CAMPUS
THE UNITARIAN UNIVERSALIST
CONGREGATION OF SARATOGA
SPRINGS (UUCSS)
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 10
PREPARED FOR
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
10/10/23 SPECIAL USE APPLICATION
on 24" x 36" sheet
15 30 60030
1 inch = 30 feet
GRAPHIC SCALEnorth
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG
SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO
BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT
"DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL
PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO
BE REMOVED IN THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "SURVEY OF LANDS
OF LOT 4 FOR WADE D. AND BRIENNE NEWMAN" IN THE CITY
OF SARATOGA SPRINGS AND TOWN OF WILTON, SARATOGA
COUNTY, NY. MAP CREATED BY CORNER POST LAND
SURVEYING, PLLC AND DATED JANUARY 31, 2023.############MASTER NOTES
C-0.05
2
30 FT. SIDE YARD SETBACK100 FT. REAR YARD SETBACK30 FT. SIDE YARD SETBACK30 FT. SIDE YARD SETBACK60 FT
.
FRONT
YARD
SETBACK
TP-2
TP-1
TP-3 CITY OF SARATOGA SPRINGSTOWN OF WILTONEXISTING FIRE HYDRANT
+/-400 FT FROM CHURCH BUILDING
(ACTIVE CITY OF
SARATOGA SPRINGS
"RAW" WATER MAIN)
APPROXIMATE LOCATION
OF TEST PITSTP-1
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
EXISTING TREES
860
PROPERTY LINE SETBACK
############EXISTING CONDITIONS
C-0.10
3
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
07/30/2024
23034
UUCSS NEW CHURCH
CAMPUS
THE UNITARIAN UNIVERSALIST
CONGREGATION OF SARATOGA
SPRINGS (UUCSS)
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 10
PREPARED FOR
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
on 24" x 36" sheet
15 30 60030
1 inch = 30 feet
GRAPHIC SCALE
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG
SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO
BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT
"DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL
PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO
BE REMOVED IN THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "SURVEY OF LANDS
OF LOT 4 FOR WADE D. AND BRIENNE NEWMAN" IN THE CITY
OF SARATOGA SPRINGS AND TOWN OF WILTON, SARATOGA
COUNTY, NY. MAP CREATED BY CORNER POST LAND
SURVEYING, PLLC AND DATED JANUARY 31, 2023.
TEST PIT AND INFILTRATION
TEST LOG:
TEST PIT (TP-1)0" - 5" TOPSOIL + ORGANICS
5" - 15"DARK BROWN WELL-GRADED SAND
15" - 60"MEDIUM BROWN WELL-GRADED SAND
TEST PIT (TP-2)0" - 8" TOPSOIL + ORGANICS
8" - 13"DARK BROWN WELL-GRADED SAND
13" - 60"MEDIUM BROWN WELL-GRADED SAND
TEST PIT (TP-3)0" - 7" TOPSOIL + ORGANICS
7" - 19"DARK BROWN WELL-GRADED SAND
19" - 60"MEDIUM BROWN WELL-GRADED SAND
INFILTRATION TEST (PT-1)
STABILIZED INFILTR. RATE = 2 MIN. 14 SEC.
TEST CONDUCTED AT 36" BGSPS
INFILTRATION TEST (PT-2)
STABILIZED INFILTR. RATE = 1 MIN. 55 SEC.
TEST CONDUCTED AT 36" BGS
INFILTRATION TEST (PT-3)
STABILIZED INFILTR. RATE = 1 MIN. 04 SEC.
TEST CONDUCTED AT 36" BGS
TEST PITS NO. 1 THROUGH 3 WERE WITNESSED AND EVALUATED
BY STUDIO A STAFF ON JUNE 07, 2024.
PERCOLATION TESTS NO. 1 THROUGH 5 WERE PERFORMED BY
STUDIO A STAFF ON JUNE 07, 2024.
10
0
FT
.
WELLSETBACKSTABILIZED CONSTRUCTION ENTRANCE
LIMITS OF DISTURBANCE
±1.847 AC.
TOPSOIL STOCKPILE
SILT FENCE (TYP.)
SILT FENCE OR COMPOST FILTER
SOCK, CONTRACTORS CHOICE (TYP.)CONCRETE WASHOUT AREA
TREE PROTECTION
SILT FENCE OR COMPOST FILTER
SOCK, CONTRACTORS CHOICE
(TYP.)SPECIAL NOTE:
APPROXIMATE LOCATION OF PROPOSED
GROUND WATER MONITORING WELL.
CONTRACTOR TO VERIFY LOCATION OF
PROPOSED WELL SO AS TO BE UP
GRADIENT AND IN LINE WITH WELL ON
NEIGHBORING PROPERTY.
SPECIAL NOTE:
ACTIVE CITY OF SARATOGA SPRINGS
WATER LINE. CONTRACTOR TO
COORDINATE WORK IN CITY
RIGHT-OF-WAY WITH CITY PUBLIC
WORKS DEPARTMENT / ENGINEER.
VERIFY LOCATION AND DEPTH OF
EXISTING WATER LINE. CAREFULLY
EXCAVATE (BY HAND IF NECESSARY) TO
EXPOSE WATER LINE AND DETERMINE
DEPTH TO WATER LINE PRIOR TO
GRADING OPERATIONS TO ASSURE
MAINTENANCE OF ACCEPTABLE FILL
OVER THE EXISTING WATER LINE
FOLLOWING GRADING IN THIS AREA.
MAINTAIN EXISTING VEGETATION
WITHIN 60 FEET OF PROPERTY LINE
MAINTAIN EXISTING VEGETATION
WITHIN 60 FEET OF PROPERTY LINE
PROPOSED
STAGING AREA
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
SILT FENCE
EXISTING TREE TO REMAIN
860
PROPERTY LINE SETBACK
LIMITS OF DISTURBANCE
TREE PROTECTION FENCE
SITE ELEMENT
TO BE REMOVED
TREE PROTECTION
SAVE DATE: 7/30/2024 11:10 AMFILE NAME: Z:\Projects\2023 Projects\23034 - Unitarian Universalist Congregation\DWG\03 SHEETS\Construction Drawings\C-0.20_Demo Erosion and Sediment Control.dwgPLOTTED BY:JGOLLERDESIGN BY:DRAWN BY:CHECKED BY:############DEMOLITION, EROSION, &
C-0.20
4
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
07/30/2024
23034
UUCSS NEW CHURCH
CAMPUS
THE UNITARIAN UNIVERSALIST
CONGREGATION OF SARATOGA
SPRINGS (UUCSS)
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 10
PREPARED FOR
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
10/10/23 SPECIAL USE APPLICATION
on 24" x 36" sheet
15 30 60030
1 inch = 30 feet
GRAPHIC SCALEnorth
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG
SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO
BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT
"DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL
PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO
BE REMOVED IN THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "SURVEY OF LANDS
OF LOT 4 FOR WADE D. AND BRIENNE NEWMAN" IN THE CITY
OF SARATOGA SPRINGS AND TOWN OF WILTON, SARATOGA
COUNTY, NY. MAP CREATED BY CORNER POST LAND
SURVEYING, PLLC AND DATED JANUARY 31, 2023.
SEDIMENT CONTROL PLAN
C-5.10
1
C-5.10
2
C-5.10
3
C-5.10
3
C-5.10
6
C-5.10
3
C-5.20
3
30 FT. SIDE YARD SETBACK30 FT. SIDE YARD SETBACK60 FT
.
FRONT
YARD
SETBACK11.50'5.75
'
36.25'17.75'36.0
0
'
24.00'7.00'13.00'27.00'R25.00'
L38.75'R163.00'L115.25'R138.00'L62.25'R34.00'L25.50'R5.00'L7.75'R5
.
0
0
'
L7
.
7
5
'R3.00'L4.75'R5.00'L5.75'0
.5
0
'15.00'27.50'R22.00'
L51.50'R56.00'L100.25'R83.00'L33.50'R7.00'
L15.25'R150.00'L51.00'14.50'61.50'R10.00'L15.00'R138.00'L93.25'13.50'13.50'R4.5
0
'
L7.00
L R4.50'L7.000.25'
R44.00'
L26.25'R78.00'L21.40R138.00'L51.25'R165.00'L9.00'R150.00'L27.50'13.50'13.50'17.50'32.00'R150.00'L24.00'R239.00'L67.50'R1
6
.
0
0
'
L2
3
.
0
0
'
R10
.
0
0
'
L12
.
7
5
'R187
.00
'L24.25
'
R
5
.
0
0
'
L
7
.
7
5
'13.00'R4.5
0
'
L7.2
5
'R4.50'L7.250.75'R25.00'L39.00'4.
00
'10.25'1
.0
0
'R10.00'L6.00R
3
4
.
0
0
'
L
4
.
5
0
'R3.00'L4.75'R10.00'L16.25'R187.00'L65.50'R75.00'L31.25'13.50'12.75'13.50'R78.00'L69.50'14.00'12.75'R5.00'L8.25'R5.00'L8.50'24.00
'
(TYP
.
)R10.00'13.75R68.00'L60.75'R95.00
'L23.00
'R105.00'L7.00'R210.00'L28.75'R4.50'L7.00'R4.5
0
'
L7.0
0
'R210.00'L46.25'13.50'R5.00'L8.00R215.00'L35.00'R215.00'L13.25'R
4
.
0
0
'
L
6
.
0
0
'12.00'(TYP.)ENTRANCE SIGN
TO BE SUBMITTED TO
THE TOWN OF MILTON
FOR APPROVAL
2'W PRECAST CONC. RETAINING
WALL. SEE SHEET L-2.10 FOR
ELEVATIONS
4'W SIDEWALK (TYP.)
PROPOSED
BUILDING
FUTURE
PAVILION
SHED
FUTURE PLAY AREA
CONTROL JOINT (TYP.)
EXPANSION JOINT (TYP.)
FUTURE FIRE PIT 9
12
9
5
3
2
PARKING SPACES TO
BE BUILT IN FUTURE
(FINISH AREA WITH
LAWN IN PHASE 1)TOWN OF WILTONCITY OF SARATOGA SPRINGSPARKING ARROW (TYP.)
(2) 9'W X 18'L ADA ACCESSIBLE PARKING SPACES W/
PERMANENTLY GROUND MOUNTED SIGN (TYP.)
ADA COMPLIANT SIDEWALK RAMP
STOP SIGN
RECESSED
CURB (TYP.)
6"H CURB
(TYP.)
17.00'14.75'12.00'5.
0
0
'15.50'R27.00'
L48.00'8.75'7
.
2
5
'8.75'13.00'13.
7
5
'
13.25'
24.00'
CONCRETE WALK
CONCRETE WALK
.DRIVE ASILE
CONCRETE
CURBEND
CURB
CROSSWALK
STRIPING
2'W PRECAST CONC. RETAINING
WALL - SEE SHEET L-2.10 FOR
ELEVATIONS
2'W PRECAST CONC. RETAINING
WALL SEE SHEET L-2.10 FOR
ELEVATIONS
.22.50'END CURB
ROAD & DRIVEWAY
BOLLARD
LIGHT (TYP)
CRUSHER RUN
PARKING BAY
SURFACE
CRUSHER RUN
PARKING BAY
SURFACE
PROPERTY LINE
LEGEND
PROPERTY LINE SETBACK
PROPOSED ASPHALT DRIVE
PROPOSED CONCRETE
WALKWAY
PROPOSED CRUSHER RUN
PARKING BAY SURFACE
FUTURE PARKING
SAVE DATE: 7/30/2024 3:07 PMFILE NAME: Z:\Projects\2023 Projects\23034 - Unitarian Universalist Congregation\DWG\03 SHEETS\Construction Drawings\C-1.10_Layout & Materials Plan.dwgPLOTTED BY:JGOLLERDESIGN BY:DRAWN BY:CHECKED BY:############LAYOUT AND
C-1.10
5
on 24" x 36" sheet
1 BOLLARD LIGHT DETAIL
SCALE: N.T.S.
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
07/30/2024
23034
UUCSS NEW CHURCH
CAMPUS
THE UNITARIAN UNIVERSALIST
CONGREGATION OF SARATOGA
SPRINGS (UUCSS)
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 10
PREPARED FOR
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
10/10/23 SPECIAL USE APPLICATIONnorthDIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG
SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO
BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT
"DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL
PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO
BE REMOVED IN THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "SURVEY OF LANDS
OF LOT 4 FOR WADE D. AND BRIENNE NEWMAN" IN THE CITY
OF SARATOGA SPRINGS AND TOWN OF WILTON, SARATOGA
COUNTY, NY. MAP CREATED BY CORNER POST LAND
SURVEYING, PLLC AND DATED JANUARY 31, 2023.
C-5.10
7+8
C-5.20
2
C-5.10
11
C-5.10
12B
C-5.10
11
C-5.10
4
C-5.10
10
C-5.10
12B
C-5.10
12B
C-5.10
12A
C-5.10
12D
C-5.10
9
C-5.10
12C
C-5.10
12D
C-5.20
2
C-5.20
2
C-5.20
4
MATERIALS PLAN
C-1.10
1
C-5.10
12E
C-5.10
12A
C-5.10
12E
3
0
4
302300F.F. EL. 297.3
BSMT EL. 287.3
PROPOSED BLDG
2982962942962962962
9
4
292294292 29629830230029029429229029628
8
TP-2
TP-1
TP-3
10
0
FT
.
WELLSETBACK286288EXISTING CULVERT TO REMAIN
DH151 GRINDER PUMP STATION,
AS MANUFACTURED BY
ENVIRONMENTAL RESOURCE ONE.
4"Ø SOLVENT
WELDED SCH. 40
PVC SEWER LINE
1.5"Ø SDR 21 PVC
CONNECT FORCE MAIN INTO MUNICIPAL
SYSTEM. CONTRACTOR TO COORDINATE
WITH SARATOGA COUNTY FOR CONNECTION.
FORCE MAIN INSTALLATION WITHIN THE R.O.W.
SHALL BE HORIZONTALLY DIRECTIONAL DRILLED
10 FT.
MIN
+296.5 +296.2
BC 295.6+
TC 295.7+
+BC 295.0
+TC 295.5
+BC 293.2
+TC 293.7
PROPOSED POTABLE WATER WELL
30" X 30" PRECAST CONC.
OUTLET DEVICE #1
RIM EL. 294.5'
OUTLET INV. EL. 292.0'
30" X 30" PRECAST CONC.
OUTLET DEVICE #6 RIM
EL. 287.0'
OUTLET INV. EL. 285.5'
30" X 30" PRECAST CONC.
CATCH BASIN #2
RIM EL. 291.75'
INLET INV. 289.25
OUTLET INV. EL. 288.50'18"Ø X 60'L HDPE STORM PIPESLOPE @ 1.5%12"Ø X 1
0
4
'
L
H
D
P
E
S
T
O
R
M
P
I
P
E
SLOPE @
1
.
5
%
1
2
"Ø
X
76
'L
HD
PE
STORM
P
I
PESLOPE @
3
.6%
INFILTRATION BASIN W/ 1.5'W
X 1'D PEA GRAVEL DIAPHRAM
T/BERM EL. 287.0'
B/BASIN EL. 283.0'
INFILTRATION BASIN W/ 1.5'W
X 1'D PEA GRAVEL DIAPHRAM
T/BERM EL.295.0'
B/BASIN EL. 293.5'
INFILTRATION BASIN W/ 1.5'W
X 1'D PEA GRAVEL DIAPHRAM
T/BERM EL. 288.0'
B/BASIN EL. 286.5'
B/GRAVEL EL. 281.5'
PROPOSED MONITORING WELL
30" X 30" PRECAST
CATCH BASIN #3
RIM EL. 295.4'
OUTLET INV. EL. 292.0'
30" X 30" PRECAST
CATCH BASIN #4
RIM EL. 293.0'
INLET INV. 291.0
OUTLET INV. EL. 290.0'
30" X 30" PRECAST
CATCH BASIN #5
RIM EL. 292
INLET INV. 289.4
OUTLET INV. EL. 288.5'
12"Ø X 74
.
4
'
L
H
D
P
E
S
T
O
R
M
P
I
P
E
SLOPE @
1
.
5
%12"Ø X 30.4 'L HDPE STORM PIPESLOPE @ 1.5%12"Ø X 40.0 ' L HDPE STORM PIPESLOPE @ 1.5%BW 287.9+
TW 292.0+
+BW 288.9
+TW 296.0
+BW 293.5
+TW 296.0
4 FT DEEP CRUSHED
STONE SUMP 10' x 9.5'
4 FT DEEP
CRUSHED STONE
SUMP 17' x 12'
4 FT DEEP CRUSHED STONE SUMP 7' x 10'
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS
860
862
860
396.5 PROPOSED SPOT GRADES
SAVE DATE: 7/30/2024 2:53 PMFILE NAME: Z:\Projects\2023 Projects\23034 - Unitarian Universalist Congregation\DWG\03 SHEETS\Construction Drawings\C-2.10_Grading and Drainage Plan.dwgPLOTTED BY:JGOLLERDESIGN BY:DRAWN BY:CHECKED BY:############GRADING & DRAINAGE
C-2.10
6
on 24" x 36" sheet
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
07/30/2024
23034
UUCSS NEW CHURCH
CAMPUS
THE UNITARIAN UNIVERSALIST
CONGREGATION OF SARATOGA
SPRINGS (UUCSS)
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 10
PREPARED FOR
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
10/10/23 SPECIAL USE APPLICATIONnorthDIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG
SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO
BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT
"DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL
PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO
BE REMOVED IN THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "SURVEY OF LANDS
OF LOT 4 FOR WADE D. AND BRIENNE NEWMAN" IN THE CITY
OF SARATOGA SPRINGS AND TOWN OF WILTON, SARATOGA
COUNTY, NY. MAP CREATED BY CORNER POST LAND
SURVEYING, PLLC AND DATED JANUARY 31, 2023.
PLAN
L-5.20
1
L-5.20
7
L-5.30
3
L-5.30
3
L-5.30
1
L-5.30
1
L-5.30
1
L-5.30
2 L-5.20
6
L-5.30
3
L-5.30
3
L-5.30
3
L-5.30
3
PROPERTY LINE
LEGEND
EXISTING TREE TO REMAIN
PROPERTY LINE SETBACK
PROPOSED SHRUBS/ GROUNDCOVER
PROPOSED TREES
PROPOSED RAIN GARDEN
PROPOSED TURF GRASS AREA
EXISTING TREE LINE
PLANTING SCHEDULE
KEY QTY SYMBOL SCIENTIFIC NAME COMMON NAME SIZE COMMENTS
TREES
AS 15 ACER SACCHARUM 'FALL FIESTA'FALL FIESTA SUGAR MAPLE 2-1/2 - 3"
CALIPER B&B
GB 8 GINKGO BILOBA 'AUTUMN GOLD'AUTUMN GOLD GINKGO 2-1/2 - 3"
CALIPER B&B
JV 5 JUNIPERUS VIRGINIANA 'EMERALD
SENTINEL'
EMERALD SENTINEL EASTERN RED
CEDAR
6-8 FT
HEIGHT B&B
PG 6 PICEA GLAUCA WHITE SPRUCE 6-8 FT
HEiGHT B&B
CF 4 CORNUS FLORIDA PINK FLOWERING DOGWOOD 6-8 FT
HEIGHT B&B
SHRUBS
PO 36 PHYSOCARPUS OPULIFOLIUS
'SUMMER WINE'SUMMER WINE NINEBARK 2 GAL.
CONT.36" O.C.
CP 132 COMPTONIA PEREGRINA SWEET FERN 1 GAL.
CONT.24" O.C.
CS 80 CORNUS SORICEA 'CARDINAL'RED TWIG DOGWOOD 1 GAL.
CONT.24" O.C.
SD 81 SALIX DISCOLOR MUHL PUSSY WILLOW 1 GAL.
CONT.24" O.C.
PERENNIALS / GRASSES / SEDGES
TE 31 TROLLIUS EUROPAEUS GLOBE FLOWER #5 POT 18-24" O.C.
ES 20 ECHINACEA SOMBRERO ADOBE
ORANGE ORANGE CONEFLOWER #5 POT 18" O.C.
RO 19 ROSA X OSO EASY DOUBLE RED DOUBLE RED ROSE #5 POT 18" O.C.
GP 36 GERANIUM 'PATRICIA'CRANESBILL #5 POT 18" O.C.
PS 45 PHLOX SUBULATA 'PURPLE BEAUTY'PURPLE CREEPING PHLOX #5 POT 18" O.C.
WM1 12,400
SF ERNST GRASS SEED MIX ERNMX-114 SEED SPREAD @ 3-5 LBS
per 1,000 SF
ERN 6,534
SF ERNST RAIN GARDEN SEED MIX ERNMX- 180 SEED SPREAD @ 20 LBS
per ACRE30 FT. SIDE YARD SETBACK30 FT. SIDE YARD SETBACK60 FT
.
FRONT
YARD
SETBACK
F.F. EL. 297.3
BSMT EL. 287.3
PROPOSED BLDG
PERENNIAL PLANTING
AS-5
AS-4
AS-3
AS-1
AS-1
AS-1
GB - 8
RO-5
ES-4
RO-5
ES-4
CP-22
CP - 22
PO-3
PO-4
PO-4
PO-4 PO-4 PO-4
PO-4JV-1
JV-1
JV-1
JV-1
PO-3
PO-3
PO-3
TE-9
GP-3
GP-3
TE-7
TE-9
CP-22
CP-22
CP-22CP-22
TE-5
RO-4
ES-4
RO-4
ES-5
CF-3
GP-5
JV-1
ERN RAIN GARDEN MIXCF-1
DECIDUOUS TREE PLANTING
shrub planting
EVERGREEN TREE PLANTING
CS - 24
SD - 24
ERN RAIN GARDEN MIX
CS - 36
SD - 36
CS - 20
SD - 20
seeded area
CP-22
PS-3
PS-3
PS-3
PS-3
PS-3 PS-3 PS-3
PS-3
PS-6PS-5PS-5
PG-6
10
0
FT
.
WELLSETBACKERN RAIN GARDEN MIX
SAVE DATE: 7/30/2024 1:23 PMFILE NAME: Z:\Projects\2023 Projects\23034 - Unitarian Universalist Congregation\DWG\03 SHEETS\Construction Drawings\C-3.10_Planting Plan.dwgPLOTTED BY:JGOLLERDESIGN BY:DRAWN BY:CHECKED BY:############PLANTING PLAN
C-3.10
7
on 24" x 36" sheet
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
07/30/2024
23034
UUCSS NEW CHURCH
CAMPUS
THE UNITARIAN UNIVERSALIST
CONGREGATION OF SARATOGA
SPRINGS (UUCSS)
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 10
PREPARED FOR
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
10/10/23 SPECIAL USE APPLICATIONnorthDIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG
SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO
BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT
"DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL
PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO
BE REMOVED IN THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "SURVEY OF LANDS
OF LOT 4 FOR WADE D. AND BRIENNE NEWMAN" IN THE CITY
OF SARATOGA SPRINGS AND TOWN OF WILTON, SARATOGA
COUNTY, NY. MAP CREATED BY CORNER POST LAND
SURVEYING, PLLC AND DATED JANUARY 31, 2023.
F.G.
2' TYP.1'NOTES:
1.TREES SHALL BEAR SAME
RELATIONSHIP TO FINISH GRADE
AS IN THE NURSERY.
2.THIN BRANCHES & FOLIAGE AS
DIRECTED WHILE RETAINING
NORMAL SHAPE OF TREE. NEVER
CUT A LEADER
3.TREES SHALL BE PLUMB &
STRAIGHT.
ATTACH 18" GALV. STEEL CABLE
TO STAKE. NOTCH STAKE TO
RECEIVE CABLE. ENCASE WIRE
AROUND TRUNK TO REINFORCE
RUBBER HOSE ABOVE FIRST
BRANCH. SECURE ALL ENDS OF
CABLE WITH GALV. CLAMPS.
4" GALV. TURNBUCKLE EA. CABLE
3"Ø X 8' CEDAR STAKES, 3 PER
TREE. STAKES TO BE SAME
HEIGHT, DRIVEN IN ON A SLIGHT
ANGLE. STAKES TO BE OUTSIDE
OF ROOT BALL.
WRAP ALL DECIDUOUS TRUNKS
NEATLY TO A HEIGHT OF THE
SECOND LOWEST BRANCH ( FALL
PLANTING ONLY)
3" HT. PLANTING MIX SAUCER
3" DEPTH PINE BARK MULCH;
PULL MULCH AWAY FROM TREE
TRUNK
AMENDED PLANTING MIX, COMPCTED
CUT ROPE SURROUNDING BOTTOM OF TREE
TRUNK AFTER BACKFILLING BUT BEFORE
MULCHING. DO NOT REMOVE BURLAP.
NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92%
UNDISTURBED SUBGRADE
1 DECIDUOUS TREE PLANTING DETAIL
SCALE: N.T.S.
2' TYP.1'NOTES:
1.TREES SHALL BEAR SAME RELATIONSHIP
TO FINISH GRADE AS IN THE NURSERY.
2.NEVER CUT A LEADER
3.TREES SHALL BE PLUMB & STRAIGHT.
INSTALL 3 GUYS PER TREE EQUALLY
SPACED AROUND ROOTBALL. ATTACH 18"
GALV. STEEL CABLES @ 23 HEIGHT OF TREE.
PROVIDE REINFORCED RUBBER HOSE TO
ENCASE CABLE AROUND TRUNK. SECURE
ALL ENDS OF CABLE W/ GALV. CLAMPS.
4" GALV. TRUNBUCKLE EA. CABLE
3"Ø X 2'-0" CEDAR STAKES, 3 PER TREE,
DRIVEN IN AT A 25° ANBLE; STAKES TO
BE OUTSIDE OF TREE PIT.
3" HT. PLANTING MIX SAUCER
3" DEPTH SHREDDED CEDAR MULCH (NATURAL
COLOR); PULL MULCH AWAY FROM TREE TRUNK
AMENDED PLANTING MIX, COMPCTED
CUT ROPE SURROUNDING BOTTOM OF TREE
TRUNK AFTER BACKFILLING BUT BEFORE
MULCHING. DO NOT REMOVE BURLAP.
NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92%
UNDISTURBED SUBGRADE
F.G.
2 EVERGREEN TREE PLANTING DETAIL
SCALE: N.T.S.
PERENNIALS - SEE SHEET C - 3.10
FOR TYPE AND LOCATION OF
PLANTING
2" RIVER ROCK #2 OR #3 STONE MULCH
AROUND PERENNIALS AND GRASS SPRIGS
SUBSOIL
12" PLANTING SOIL MIX IN ALL PERENNIAL
BEDS PLACED IN 6" LIFTS (TYP.)
SHOVEL CUT AT
EDGE OF
PLANTING BED
4 PERENNIAL & GRASS PLANTING DETAIL
SCALE: N.T.S.
6"
MIN.6"4"MULCH BED - PLACE 3" SHREDDED
HARDWOOD BARK MULCH AROUND ALL
SHRUBS
3" MULCH OVER 3" LIP OF TOPSOIL
TO FORM SAUCER
CUT AND REMOVE BURLAP
FROM TOP ONE THIRD OF
SHRUB BALL
50% ORGANIC SOIL, 50%
EXISTING SOIL MIX
SCARIFY COMPACTED SUB-SOIL
TO A DEPTH OF 4"
3 SHRUB PLANTING
SCALE: N.T.S.
DIG HOLE 2X DIAMETER OF B7B
ROOT BALL OR CONTAINER
SEEDED LAWN. SEED MIX AS
SPECIFIED. STABILIZE ALL
SLOPES EQUAL TO OR GREATER
THAN 3:1 WITH HYDROSEED
APPLICATION OF "FLEXTERRA"
BONDED FIBER MATRIX, OR
EQUAL
6" LOAM TOPSOIL
FREE DRAINING
FILL SOIL OVER
BEDROCK
EXISTING BEDROCK12"5 SEEDED AREA DETAIL
SCALE: N.T.S.
C-3.10
4
C-3.10
1
C-3.10
3
C-3.10
2
C-3.10
5
SAVE DATE: 7/30/2024 11:17 AMFILE NAME: Z:\Projects\2023 Projects\23034 - Unitarian Universalist Congregation\DWG\03 SHEETS\Construction Drawings\C-5.10_Construction Details.dwgPLOTTED BY:JGOLLERDESIGN BY:DRAWN BY:CHECKED BY:############CONSTRUCTION DETAILS
C-5.10
8
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
07/30/2024
23034
UUCSS NEW CHURCH
CAMPUS
THE UNITARIAN UNIVERSALIST
CONGREGATION OF SARATOGA
SPRINGS (UUCSS)
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 10
PREPARED FOR
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
10/10/23 SPECIAL USE APPLICATION
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG
SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO
BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT
"DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL
PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO
BE REMOVED IN THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "SURVEY OF LANDS
OF LOT 4 FOR WADE D. AND BRIENNE NEWMAN" IN THE CITY
OF SARATOGA SPRINGS AND TOWN OF WILTON, SARATOGA
COUNTY, NY. MAP CREATED BY CORNER POST LAND
SURVEYING, PLLC AND DATED JANUARY 31, 2023.
NOTE:
1.STONE SIZE - USE 1" -4" TYPE 3 STONE.
2.LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE
RESIDENCE LOT WHERE A 30' MINIMUM LENGTH WOULD
APPLY).
3.THICKNESS - NOT LESS THAN 6".
4.WIDTH - 12 FEET MINIMUM, BUT NOT LESS THAN THE FULL
WIDTH WHERE INGRESS AND EGRESS OCCUR. 24 FEET IF
SINGLE ENTRANCE TO THE SITE.
5.GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA
PRIOR TO PLACING THE STONE.
6.SURFACE WATER - ALL SURFACE WATER FLOWING OR
DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE
PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL,
A MOUNTABLE BERM WITH A 5:1 SLOPE WILL BE
PERMITTED.
7.MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT ONTO PUBLIC RIGHTS-OF WAY MUST BE
REMOVED IMMEDIATELY.
8.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A
AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN
APPROVED SEDIMENT TRAPPING DEVICE.
9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL
BE PROVIDED AFTER EACH RAIN.
1 STABILIZED CONSTRUCTION ENTRANCE DETAIL
SCALE: N.T.S.
EXISTING
PAVEMENT
50' MIN.12' MIN.12' MIN.10' MIN.10' MIN.6" MIN.50' MIN.
3'5:1
GEOTEXTILE FABRIC
MOUNTABLE BERM
(OPTIONAL)
EXISTING
PAVEMENT
EXISTING GROUND
EXISTING GROUND PLAN VIEW
PROFILE VIEW
12"MIN.UNDISTURBED AREADISTURBED AREA
BLOWN/PLACED FILTER MEDIA.
COMPOST FILTER SOCK.
2"x2" WOODEN STAKES PLACED
10" O.C. @ 45° ANGLE
SECTION VIEW
DISTURBED
AREAFLOW F
L
OW 184182180UNDISTURBED
AREA
PLAN VIEW 8"EXISTING
CONTOURS.
2"x2" WOODEN
STAKES PLACES 10"
O.C. @ 45° ANGLE
COMPOST FILTER
SOCK.
5 COMPOST FILTER SOCK DETAIL
SCALE: N.T.S.
STAKES PER BALE
(2) 2"x2"x4'
ANCHOR BALES WITH
BALES TO BUTT
10' MIN.
POLYETHYLENE
SHEETING
BINDING WIRE
STRAW BALE (TYPICAL)
WOOD STAKE (TYP.)
10 MIL
30"±
6" MIN DEPTH
AGGREGATE
6" MIN IMBEDMENT
(TYPICAL)
EXISTING GRADE
18"±
12" MAX
AGGREGATE
TRUCKSALL CONCRETE
WASHOUT HERE
SHALL
18"
12"BLACK LETTERS
ON WHITE
BACKGROUND
GALVANIZED "U" 7'-0" TO
BOTTOM
OF SIGN
3'-0" MIN
SOIL
EMBEDMENT
FINISH GRADE
SIGN SHALL BE PLACED
IN A PROMINENT LOCATION
AT WASHOUT AREA
CHANNEL POST
TYPICAL SECTIONPLAN
WASHOUT SIGN
ALL AROUND
12" MIN
POLYETHYLENE
SHEETING
10 MIL
SEASONAL HIGH
GROUNDWATER
TABLE
10' MIN.
2 CONCRETE WASHOUT AREA DETAIL
SCALE: N.T.S.
CAPACITY:
THE WASHOUT FACILITY SHALL BE SIZED TO CONTAIN SOLIDS, WASH WATER, AND RAINFALL SIZED TO
ALLOW FOR EVAPORATION OF WASH WATER AND RAINFALL. WASH WATER SHALL BE ESTIMATED AT 7
GALLONS PER CHUTE AND 50 GALLONS PER HOPPER OF CONCRETE PUMP TRUCK AND/OR DISCHARGING
DRUM. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. IF EXCAVATED,
THE SIDE SLOPES SHALL BE 2 HORIZONTAL TO 1 VERTICAL.
LOCATION:
LOCATE THE FACILITY A MINIMUM OF 100 FEET FROM DRAINAGE SWALES, STORM DRAIN INLETS, WETLANDS,
STREAMS AND OTHER SURFACE WATERS. PREVENT SURFACE WATER FROM ENTERING THE STRUCTURE
EXCEPT FOR THE ACCESS ROAD. PROVIDE APPROPRIATE ACCESS WITH GRAVEL ACCESS ROAD SLOPED DOWN
TO THE STRUCTURE. SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS
DISCHARGED.
LINER:
ALL WASHOUT FACILITIES SHALL BE LINED TO PREVENT LEACHING OF LIQUIDS IN THE GROUND. THE LINER
SHALL BE PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 mils WITH NO HOLES OR TEAR, AND
ANCHORED BEYOND THE TOP OF THE PIT WITH AN APPURTENANCE EXCEPT AT THE ACCESS POINT
IF PRE-FABRICATED WASHOUTS ARE USED THEY MUST ENSURE THE CAPTURE AND CONTAINMENT OF THE
CONCRETE WASH AND BE SIZED BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS. THEY SHALL
BE SITED AS NOTED IN THE LOCATION CRITERIA.
MAINTENANCE:
·ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE DEACTIVATED AND REPAIRED IMMEDIATELY.
EXCESS RAINWATER THAT HAS ACCUMULATED OVER HARDENED CONCRETE SHALL BE PUMPED TO A STABILIZED AREA SUCH AS GRASS FILTER STRIP.
·ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75% OF STORAGE CAPACITY OF THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER
SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE.
·DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ON-SITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN
APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. IN THAT CASE, THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED, OR BURIED AND
COVERED WITH A MINIMUM OF 2 FEET OF CLEAN COMPACTED EARTH FILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION.
·THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY.
·INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN NON-DESIGNATED AREAS.
2" HARDWOOD
FENCE POSTS,
MIN. 36" LONG,
DRIVEN 16" INTO
GROUND
10' MAX. ℄ TO ℄
SECTION VIEW16" MIN. ABOVE GRADE8" MIN.BELOW GRADE2' OVERALL FABRIC HEIGHTFLOW
FLOW
WOVEN WIRE
FENCE (MIN. 14
GAUGE W MAX 6"
MESH SPACING)
36" MIN. FENCE POST
WOVEN WIRE FENCE
(MIN. 14 12 GAUGE W/
MAX. 6" MESH SPACING)
WITH FILTER CLOTH
FLOW 20" MIN.16" MIN.UNDISTURBED
GROUNDEMBED FILTER
CLOTH A MIN. OF
8" IN GROUND 4"
COMPACTED SOIL
NOTES:
1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR
STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE HARDWOOD.
2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED
EVERY 34" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX MESH
OPENING.
3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE
OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FIXTER X,
MARAFI 100X, STABILINKA T140N OR APPROVE EQUIVALENT IF USING THE WOVEN WIRE
FENCE. IF THE WOVEN WIRE FENCE IS NOT USED, FILTER FABRIC MUST BE NYSDOT
APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING
PERSPECTIVE VIEW
3 SILT FENCE DETAIL
SCALE: N.T.S.
SILT FENCE SLOPE LENGTH/FENCE LENGTH (FT.)
SLOPE STANDARD
FENCE
REINFORCED
FENCE SUPER
<2%300 / 1500 NA NA
2%-10%125 / 1000 250 / 2000 300 / 2500
10-20%100 / 750 150 / 1000 200 / 1000
20%-33%60 / 500 80 / 750 100 / 1000
NOTES:
1.REFERENCE IS MADE TO THE SILT FENCE DETAIL FOR MATERIALS AND INSTALLATION METHODS.
2.IF THE STOCKPILE IS TO REMAIN FOR MORE THAN 10 DAYS, IT SHALL BE STABILIZED WITH BURLAP MATTING OR SEEDED WITHIN 7 DAYS OF
COMPLETION TO MINIMIZE EROSION.
3.INSPECTION OF SILT FENCES SHALL BE AT LEAST ONCE PER WEEK OR AFTER SUBSTANTIAL RAINFALL. REPAIR OR REPLACE DEFICIENCIES
IMMEDIATELY.
4.SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL TOPSOIL STOCKPILE HAS BEEN ELIMINATED AND SHALL BE REMOVED ONLY WHEN
DIRECTED BY TOWN OR ENGINEER.
6 TOPSOIL STOCKPILE DETAIL
SCALE: N.T.S.
SILT FENCE TO EXTEND AROUND ENTIRE PERIMETER OF STOCKPILE, OR
TO EXTEND AROUND DOWNSTREAM PORTION IF STOCKPILE IS ON SLOPE
8 SIGN TABLE DETAIL
SCALE: N.T.S.
SIGN
NO.DESCRIPTION M.U.T.C.D.
NO./SIZE QTY
A R1-1
30"x30"
1
SITE SIGN TABLE
WHITE
LEGEND/BORDER,
RED BKGD
COLORS
R7-1
12"x18"4
PARKING
RESERVED GREEN
LEGEND/BORDER,
WHITE BKGD
C M1982
12"x18"2PARKING
NO GREEN
LEGEND/BORDER,
WHITE BKGD
B
ANYTIME
INFILTRATION BASIN
SPEDES PERMIT #
MUST BE MAINTAINED IN
ACCORDANCE WITH O&M
PLAN
DO NOT REMOVE OR ALTER
D N/A
18"X12"2 BLACK TEXT,
WHITE BKGD
NYSDOT ITEM NO. 688.01 WHITE PREFORMED
REFLECTORIZED PAVEMENT STRIPE (TYP.)
CURB
CONTINUE
CROSSWALK PATTERN
TO OPPOSITE CURB8' MIN.6' MIN.12"12"24" CLEAR SPACE (TYP.)
9 CROSSWALK STRIPING DETAIL
SCALE: N.T.S.
NOTES:
1.CURB RAMP SHALL BE IN
ACCORDANCE WITH
REQUIREMENTS OF ADA
STANDARDS SECTION 405.
2.DETECTABLE TEXTURE
WARNING TO BE IN THE
FORM OF DOMES AS
SPECIFIED ON NYSDOT
STANDARD SHEET 608-01.
3.CROSSWALK MARKINGS
SHALL BE WHITE AND
SHALL BE IN ACCORDANCE
WITH NYSDOT STANDARD
SHEET 685-01.
4 ADA COMPLIANT SIDWALK RAMP AND CROSSWALK DETAIL
SCALE: N.T.S.
DETECTABLE TEXTURE WARNING
CONCRETE RAMP
SLOPED AT 7.5%1.5%
MAX.
CLEAR SPACE & TURNING SPACE
CURB SHALL BE FLUSH
WITH PAVEMENT
5'-0"
7.
5
%
PARKI
N
G
L
O
T
5'-
0
"
L
MIN. SLOPE - 5%
MAX. SLOPE - 25%
OPTIONAL 1" CURB REVEAL
B/CURB, SEE TYPICAL CONC.
CURB DETAIL ON DWG C-5.10.
EDGE OF ROAD
OPTIONAL
LEVEL SECTION
JOINTS AS REQ'D
DROP CURB TRANSITION
CURB TRANSITION LENGTH (L)
SLOPE
HEIGHT 1:4 1:12 1: 20
0'-4"1'-4"4'-0"6'-8"
0'-6"2'-0"6'-0"0'-10"
TYPE TYPICAL JOINT DETAIL
11 CONCRETE JOINT DETAILS
SCALE: N.T.S.
2"
TYP.
TOOLED JOINT W/ 14" RADIUS EDGES AS
SHOWN, TYP.
CLOSED CELL POLYETHYLENE JOINT FILLER
MATERIAL COMPATIBLE WITH SUBSTRATE
AND OTHER EXPANSION JOINT MATERIALS.
COVER WITH W.R. MEADOWS OR EQUAL SNAP
CAP AND REMOVE AFTER CURING.12" JOINT
SINGLE COMPONENT SILICONE JOINT
SEALANT COMPATIBLE WITH SUBSTRATE AND
OTHER EXPANSION JOINT MATERIALS.
CONCRETE
EXPANSION
JOINT
2" TYP.TOOLED JOINT W/ 14" RADIUS
EDGES AS SHOWN, TYP.
12" JOINT
TOOLED CONSTRUCTION JOINT
CONCRETE1 1/4"DEPTH MIN.CONTROL
JOINT
NOTE:
1.LOCATE CONTROL JOINTS AS SPECIFIED ON LAYOUT & MATERIALS PLANS.
2.TOOLED JOINTS SHALL ALSO BE LOCATED AROUND ENTIRE PERIMETER OF
CONCRETE PAVEMENT.
3.EXPANSION JOINTS TO OCCUR 20' O.C. MAX AND AT ALL CURBS, WALLS
AND WHERE SHOWN ON PLANS OR OTHER DETAILS
A
B
10 PARKING LOT STRIPING DETAIL
SCALE: N.T.S.
NOTES:
1.ALL DIMENSIONS SHALL BE IN ACCORDANCE WITH ADA
STANDARD AND CURRENT ZONING AND SITE REGULATIONS.
2.PAINTED ACCESSIBLE LOGO TO BE IN ACCORDANCE WITH
NEW YORK STATE LAW.
3.SLOPE OF PAVEMENT SURFACE IN HANDICAP PARKING
AREA SHALL NOT EXCEED 2% IN ANY DIRECTION.
TYPICAL
COMMON PARKING
SPACE
10'10'
ACCESS
AISLE
10'20'HC
PARKING
COMMON
PARKING
4" WIDE WHITE
PAINTED PARKING
STRIPES, COMMON
SPACES
SEE DETAIL 2.1,
THIS DWG.
ACCESSIBLE ICON
(SEE NOTE 3)
SEE DETAIL 2.3,
THIS DWG.
NOTE: FOR ALL REFERENCES TO NYS DOT, SEE THE NYS DOT 2008 STANDARD SPECIFICATIONS
TYPE TYPICAL PAVEMENT SECTIONS
A
B
ASPHALT
PAVING
ROAD AND
DRIVEWAYS
12 PAVEMENT SCHEDULE
SCALE: N.T.S.
1 1/2"NYS DOT ITEM 404.0963 TOP
COURSE
2 1/2"NYS DOT ITEM 404.1969 BINDER
COURSE
12" NYS DOT ITEM 304.11 TYPE 1
GRAVEL SUBBASE
COMPACTED SUBGRADE
WOVEN GEOTEXTILE FABRIC, MIRIFI
500X OR APPROVED EQUAL
CONCRETE
WALK 4000PSI CONCRETE PAVEMENT
6 X 6 W2.9 X W2.9 WOVEN WIRE
MESH
12"4"NYS DOT ITEM 304-2.03 TYPE
2 GRAVEL SUBBASE COMPACTED
TO 95% STANDARD PROCTOR
COMPACTED SUBGRADE TO 90%
PROCTOR
MIRAFI 140N NON-WOVEN
(NON-TRAFFIC AREAS)
MIRIFI 500X WOVEN GEOTEXTILE
FABRIC (TRAFFIC AREAS)
RECESSED
CURB
C
R=1.5"
6"1"
FACE OF CURB
6" TYP.
6"7"16"
6"
COMPACTED
BACKFILL
95% MODIFIED
PROCTOR
FINISH GRADE
CRUSHER RUN BASE
4000PSI SLIP FORM OR
PRECAST CONCRETE CURBING
SEE LAYOUT PLAN FOR SURFACE
PROPOSED PAVEMENT
(SEE DETAIL)COMPACTED SUBGRADE TO 90%
STANDARD PROCTOR
CONCRETE
CURB
D
6"6"16"
6"
COMPACTED BACKFILL
95% MODIFIED PROCTOR
FINISH GRADE
CRUSHER RUN BASE
4000PSI SLIP FORM OR
PRECAST CONCRETE CURBING
SEE LAYOUT PLAN
FOR SURFACE
PROPOSED PAVEMENT
(SEE DETAIL)
COMPACTED SUBGRADE TO 90%
STANDARD PROCTOR
CRUSHER
RUN PARKING
e
NYS DOT ITEM 304-2.03 TYPE 2 GRAVEL
SUBBASE COMPACTED TO 95% STANDARD
PROCTOR
COMPACTED SUBGRADE
6"
MIRAFI 500X WOVEN STABILIZATION FABRIC
4"NYS DOT ITEM 304.070 COMPACTED IN
ACCORDANCE WITH REQUIREMNETS
OF S 230.3.12
NOTES:
1.ALL MATERIALS AND INSTALLATION SHALL
CONFORM TO MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD), LATEST
EDITION.
2.ALL SIGNS SHALL BE MIN. 3'-0 OFF EDGE OF
GRAVEL OR PAVEMENT AOBE.
3.U-CHANNEL POSTS TO BE USED FOR ALL
SIGNS WITHIN RIGHT-OF-WAY AND SHALL BE
DRIVEN INTO GROUND.
1/8" THICK GALV. STEEL
REFLECTIVE SIGN PANEL
GALV.STEEL FLANGED
CHANNEL SIGN POST. WEIGHT 2
LBS/FT. PUNCHED FULL LENGTH
W/ 5/16" SHEAR BOLTS
CONNECT BREAKAWAY PLATE TO
STUB POST IN GROUND W/4 5/16"
SHEAR BOLTS
UNDISTURBED SUBGRADE
FINISH GRADE, SURFACE MATERIAL
MAY VARY.
7 SIGN POLE INSTALLATION DETAIL
SCALE: N.T.S.7'-0"
SAVE DATE: 7/30/2024 11:17 AMFILE NAME: Z:\Projects\2023 Projects\23034 - Unitarian Universalist Congregation\DWG\03 SHEETS\Construction Drawings\C-5.10_Construction Details.dwgPLOTTED BY:JGOLLERDESIGN BY:DRAWN BY:CHECKED BY:############CONSTRUCTION DETAILS
C-5.20
9
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
07/30/2024
23034
UUCSS NEW CHURCH
CAMPUS
THE UNITARIAN UNIVERSALIST
CONGREGATION OF SARATOGA
SPRINGS (UUCSS)
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 10
PREPARED FOR
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
10/10/23 SPECIAL USE APPLICATION
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG
SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO
BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT
"DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL
PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO
BE REMOVED IN THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "SURVEY OF LANDS
OF LOT 4 FOR WADE D. AND BRIENNE NEWMAN" IN THE CITY
OF SARATOGA SPRINGS AND TOWN OF WILTON, SARATOGA
COUNTY, NY. MAP CREATED BY CORNER POST LAND
SURVEYING, PLLC AND DATED JANUARY 31, 2023.
2 CONCRETE RETAINING WALL WITH THIN VENEER DETAIL
SCALE: N.T.S.4'-0" MIN.OR TO BEDROCK3/4" CHAMFER, TYP.
1'-0"
4'-0"10"5'-0" MAX.#4 @ 18" C-C
0'-10".
(3) #4 EQUAL SPACED CONT.
2X4 SHEER KEY
2" CL (TYP.)3" CL#4 @ 9" C-C
#4 @ 9" C-C
2" CL 3" CL#4 @ 9" C-C W/STD HOOK
SELECT STRUCTURAL FILL
CONFORMING WITH NYSDOT SPEC.
SECTION 203 COMPACTED TO 95%
MODIFIED PROCTOR DENSITY.
FINISH GRADE. SEE
PLANS FOR ELEVATIONS
AND FINISH.
SEE ARCHITECTURAL
DRAWINGS -
FOUNDATION FOR
WALL SURFACE TO
MATCH SURFACE OF
FOUNDATION
FINISH
GRADE
4"Ø PERF. WALL DRAIN WITH MIN. 12"
THICK LAYER OF CRUSHED STONE
WRAPPED IN GEOTEXTILE FABRIC.
SLOPE DRAIN TO DAYLIGHT. DRAIN
NOT TO BE INSTALLED BEHIND
NORTHEASTERN DRIVEWAY
TURNAROUND WALL.
NOTE: (SEE ARCHITECTURAL DRAWINGS - FOUNDATION PLAN
FOR COORDINATION OF INTEGRAL SITE WING WALLS WITH
BUILDING FOUNDATION DESIGN AND ENGINEERING DETAILS)
1 E-ONE GRINDER PUMP DETAIL
SCALE: N.T.S.
4" Ø SCH 40 PVC SEWER
PIPE FROM MANHOLE,
SLOPE @ 1/4"/FT. MIN.'A' (INVERT DEPTH)'B'SLOPE AWAY FROM STATION
PRE-MANUFACTURED GRINDER PUMP
STATION AS MANUFACTURED BY E-ONE
CORP. OR APPROVED EQ. SEE SCH.
FOR MODEL
CONCRETE ANCHOR,
SEE NOTE #2
6" MIN. NO. 2 GRAVEL
BED
WET WELL VENT, SEE MANUFACTURER'S
REQUIREMENTS.
ALARM PANEL
NOTES:
1.PUMP STATIONS SHALL BE
VENTED IN ACCORDANCE WITH
MANUFACTURER'S GUIDELINES
2.CONCRETE ANCHOR REQUIRED
ONLY IF SEASONAL HIGH
GROUNDWATER IS ENCOUNTERED
DURING INSTALLATION OF PUMP
STATION. NOTIFY THE ENGINEER
IMMEDIATELY IF SEASONAL HIGH
GROUNDWATER IS OBSERVED.
BUILDING OR
CONTROL CENTER
2"Ø HDPE SEWER LINE TO
MUNICIPAL CONNECTION
1 1/4"Ø TO 2"Ø
HDPE TRANSITION
COUPLING
1 1/4"Ø HDPE
DISCHARGE LINE
BURIED TRACER
WIRE/WARNING TAPE, TYP.1'-6"3"Ø X 5' STAKES, 4 PER TREE, TYP.
WRAP ORANGE CONSTRUCTION FENCE
AROUND STAKES, TYP.
3 TREE PROTECTION DETAIL
SCALE: N.T.S.
DRIPLINE
ORANGE PROTECTION FENCE AT
DRIPLINE OR AS SHOWN ON
PLANS, WHICHEVER IS GREATER
WATERPROOF PERMANENT
SIGN READING "TREE
PROTECTION AREA"BOTTOM OF TREE PROTECTION
FENCE TO BE AT OR SLIGHTLY
ABOVE GROUND LEVEL, RATHER
THAN EMBEDDED
NOTES:
1.NO SOIL PLACEMENT OVER EXISTING TREE AND SHRUB ROOTS. NO SOIL SHOULD BE ADDED
WITHIN PROTECTED AREAS UNLESS ADDED TO ACHIEVE PROPOSED GRADES.
2.NO TRENCHING IN PROTECTED AREAS. TRENCHING ACROSS THE ROOT SYSTEMS SHOULD
START NO CLOSER THAN THE DRIPLINE OF THE TREE. TUNNEL UNDER ROOT SYSTEMS FOR
UNDERGROUND UTILITIES SHOULD START 18 INCHES OR DEEPER BELOW THE NORMAL
GROUND SURFACE. TREE ROOTS WHICH MUST BE SEVERED SHOULD BE CUT CLEAN.
BACKFILL MATERIAL THAT WILL BE IN CONTACT WITH THE ROOTS SHOULD BE TOPSOIL OR
A PREPARED PLANTING SOIL MIXTURE.
3.CONSTRUCT STURDY FENCES, OR BARRIERS, OF WOOD, STEEL, OR OTHER PROTECTIVE
MATERIAL AROUND VALUABLE VEGETATION FOR PROTECTION FROM CONSTRUCTION
EQUIPMENT.
4.PREVENT TALL EQUIPMENT, SUCH AS BACKHOES AND DUMP TRUCKS, FROM CONTACTING
TREE BRANCHES.
5.SEE X-XXX FOR TREE PROTECTION LOCATIONS.
PLAN VIEW
ELEVATION VIEW
6 WELL DETAIL
SCALE: N.T.S.
PITLESS ADAPTER WITH SANITARYSEAL FOR DISCHARGE PIPE
BENTONITE GROUT AROUND CASING TO ROCK AND ASSPECIFIED IN APPENDIX 5-B
WATER QUALITY SAMPLING SHALL BE DETERMINED FOR INDIVIDUAL DRILLED WELLS. WATER QUALITY SHOULD COMPLY WITH 10NYCRR
PART 5, TITLED DRINKING WATER STANDARDS. THE MINIMUM WATER QUALITY PARAMETERS TO BE TESTED SHALL INCLUDE
COLIFORM BACTERIA, LEAD, NITRATE, NITRITE, IRON, MANGANESE, IRON PLUS MANGANESE, SODIUM, pH, HARDNESS, ALKALINITY AND
TURBIDITY. ADDITIONAL SAMPLING MAY BE NECESSARY BASED ON PROXIMITY OF THE WELL TO POTENTIAL SOURCES OF
CONTAMINATION. WATER QUALITY SAMPLES THAT DO NOT MEET POTABILITY STANDARDS WILL REQUIRE TREATMENT TO MEET THE
DRINKING WATER STANDARDS.
WHEN WELL WATER TREATMENT IS NECESSARY TO MEET THE DRINKING WATER STANDARDS, ONLY WHOLE HOUSE TREATMENT IS
RECOMMENDED, EXCEPT FOR SOFTENING. WHEN WATER SOFTENING TREATMENT IS PROVIDED ONLY THE WATER FLOWING TO THE
WATER HEATER, LAUNDRY AND BOILER SHOULD BE SOFTENED TO PRODUCE A BLENDED WATER HARDNESS OF 50 - 80 mg/l.
TREATMENT MAY BE INSTALLED FOR IRON REMOVAL, MANGANESE REMOVAL, CORROSION CONTROL, SOFTENING, TASTE/ODOR
CONTROL, FLUORIDE REDUCTION, DEGASIFICATION AND ORGANIC CHEMICAL REMOVAL.
AQUIFERS EXHIBITING BIOLOGICAL CONTAMINATION OR TURBIDITY. EXCEEDING THE DRINKING WATER STANDARD OF 5 NTU ARE NOT
APPROPRIATE FOR INDIVIDUAL WATER SUPPLY DEVELOPMENT. OXIDIZED IRON OR MANGANESE TURBIDITY SHOULD NOT BE INCLUDED
WHEN DETERMINING TURBIDITY VALUES SINCE BOTH MAY BE REMOVED BY TREATMENT. TREATMENT FOR TURBIDITY REMOVAL MAY
BE ACCOMPLISHED VIA AN INLINE CARTRIDGE FILTRATION SYSTEM CAPABLE OF FILTERING PARTICLES GREATER THAN 5 MICRONS
(i.e., 5 MICRON ULTIMATE FILTRATION CAPACITY).
DRINKING WATER TREATMENT UNITS SHALL CONFORM WITH ALL APPLICABLE NSF STANDARDS. NSF CERTIFIED PRODUCTS ARE
LISTED IN A SEARCHABLE DATABASE ON THE INTERNET AT http://www.nsf.org
THE INDIVIDUAL DRILLED WELL SHALL BE CONSTRUCTED IN ACCORDANCE WITH 10NYCRR APPENDIX 5-B, TITLED "STANDARDS FOR
WATER WELLS".
AFTER A NEW WELL HAS BEEN CONSTRUCTED OR AN EXISTING WELL HAS BEEN REPAIRED OR SERVICED IN A MANNER THAT
REQUIRES THE OPENING OF THE WELL CASING, THE WELL SHALL BE PUMPED TO WASTE UNTIL THE PUMPED WATER IS REASONABLY
CLEAR. AFTER PUMPING TO WASTE, THE WELL, PUMPING EQUIPMENT, AND BUILDING PLUMBING SHALL BE DISINFECTED BEFORE
BEING PUT INTO USE. DISINFECTION SHALL BE CONDUCTED IN ACCORDANCE WITH NYSDOH POLICY.
INDIVIDUAL WELLS SHOULD, IF POSSIBLE, BE CONSTRUCTED TO PRODUCE A MINIMUM LONG-TERM SUSTAINABLE YIELD OF 5 GPM OR
MORE. WHERE THIS CAN NOT BE ACHIEVED, THE FOLLOWING TABLE CAN BE USED TO HELP SELECT WATER STORAGE THAT WILL
ALLOW LOW YIELD WELLS TO MEET PEAK HOUSEHOLD WATER DEMAND. THIS STORAGE CAN BE PROVIDED BY A TANK, STORAGE IN
THE WELL, OR A COMBINATION OF BOTH.
PRESSURE STORAGE TANK
MINIMUM SIZE:
2 BEDROOM HOUSE - 42 GAL.
3 OR 4 BEDROOM HOUSE - 82 GAL.
5 BEDROOM HOUSE - 120 GAL.
NOT TO SCALE
TANK PRESSURE OF 60 PSI
20' MIN. THROUGH OVERBURDEN,OR 5' BELOW PUMPING LEVEL -SEE APPENDIX 5-B, TABLE 2
5 GPM @ A STORAGEMINIMUM CAPACITYSUBMERSIBLE PUMP
DROP PIPE
WELL CASING
VENTED WELL CAP WITH SANITARY
SEAL FOR ELECTRICAL CABLES
18''MIN.PITLESS CASE
MOTOR CABLE
BUILDING FOUNDATION
NOTE:
THE MINIMUM WELL SEPARATION DISTANCES FROM CONTAMINANT
SOURCES (WASTEWATER DISPOSAL SYSTEMS, ETC.) SHALL BE
INCREASED BY 50% WHENEVER AQUIFER WATER ENTERS THE
WATER WELL AT LESS THAN 50 FEET BELOW GRADE. IF A 50%
INCREASE IN SEPARATION DISTANCES CANNOT BE ACHIEVED, THEN
50 FEET OF CASING BELOW GRADE SHALL BE PROVIDED.
5 WATER SERVICE LATERAL DETAIL
SCALE: N.T.S.
FINISH GRADE
OPERATING ROD
CURB BOX CAP (PROVIDE TWO-HOLE TYPE IN GRASSED
OR LANDSCAPE AREAS AND PLUG TYPE IN SIDEWALKS
OR PAVED AREAS. TWO-HOLE TYPE CAP SHALL BE SET
9/16" BELOW FIN. GRADE AND PLUG TYPE SHALL BE
FLUSH W/SURFACE)
CURB BOX
CURB STOP
2"Ø TYPE "K" COPPER
SERVICE LATERAL
PROVIDE "GOOSENECK"
CORPORATION STOP
WATER MAINRIGHT-OF-WAY OREASEMENT LINETO BUILDING
12"x12"x4" SOLID
CONC. BRICK
45° OR 30° BEND
AS REQUIRED
SLOPE 2% MIN. (14" PER FOOT) TO 10% MAXFLOWSADDLE 45° WYE FOR NEW CONSTRUCTION
OR TYPE CONNECTION FOR CONNECTION TO
EXISTING SEWER MAIN
ADAPTOR FITTING IF REQUIRED
45° OR 30° BEND AS REQUIRED
PIPE BEDDING
AS REQUIRED
FLOW
45°UNDISTURBED
SUBGRADE
℄
7 SANITARY SEWER CONNECTION DETAIL
SCALE: N.T.S.
1 FT4'-6"1'4'-0"1'-8"1'-8"9'-6"4 DIRECTIONAL ARROW DETAIL
SCALE: N.T.S.
SAVE DATE: 7/30/2024 2:48 PMFILE NAME: Z:\Projects\2023 Projects\23034 - Unitarian Universalist Congregation\DWG\03 SHEETS\Construction Drawings\C-5.10_Construction Details.dwgPLOTTED BY:JGOLLERDESIGN BY:DRAWN BY:CHECKED BY:############ CONSTRUCTION DETAILS
C-5.30
10
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
07/30/2024
23034
UUCSS NEW CHURCH
CAMPUS
THE UNITARIAN UNIVERSALIST
CONGREGATION OF SARATOGA
SPRINGS (UUCSS)
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 10
PREPARED FOR
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
10/10/23 SPECIAL USE APPLICATION
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG
SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO
BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT
"DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL
PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO
BE REMOVED IN THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "SURVEY OF LANDS
OF LOT 4 FOR WADE D. AND BRIENNE NEWMAN" IN THE CITY
OF SARATOGA SPRINGS AND TOWN OF WILTON, SARATOGA
COUNTY, NY. MAP CREATED BY CORNER POST LAND
SURVEYING, PLLC AND DATED JANUARY 31, 2023.
1 INFILTRATION BASIN DETAIL
SCALE: N.T.S.
INFILTRATION BASIN, B/BASIN EL. "D"2' MIN.BEDROCK/GROUNDWATER
12"Ø HDPE STORM PIPE
INLET INV. EL. "G"
OUTLET INV. EL. "H"
3'-0" X 3'-0" I.D. PRECAST CONC.
CATCH BASIN WHERE SHOWN. SEE DETAIL
9 ON SHEET C-5.11 FOR RIM EL. AND TYPE.
CRUSHED GRAVEL SUMP
6"
MIN.
5'-0"x5'-0"
FINISH GRADE.
BACKFILL W/COMPACTED
GRANULAR FILL MATERIAL.
OUTLET INV. EL., SEE
CATCH BASIN SCH. BELOW
SEE PLANS FOR PIPE SIZE
AND MATERIAL.
PRECAST CONC. CATCH BASIN
SUITABLE FOR H20 VEHICULAR
LOADING.
4"1'-6"SUMPMIN.CRUSHED STONE.
UNDISTURBED SOIL.
INLET INV. EL., SEE
SCH. BELOW.
SEE PLANS FOR PIPE
SIZE AND MATERIAL.
STORM DRAIN PIPING.
GROUT TO CATCH BASIN
FOR WATERTIGHT SEAL.
(TYP.)4"
RIM EL. SEE SCH. BELOW
PRECAST CONCRETE EXTENSION
RINGS TO GRADE, AS REQ'D
FRAME & GRATE. SEE SCH.
BELOW.
3 PRECAST CONCRETE CATCH BASIN DETAIL
SCALE: N.T.S.
PRECAST CONC. CATCH BASIN DESIGN SCHEDULE
CATCH
BASIN ID RIM EL.INLET INV. EL.OUTLET INV. EL.FRAME & GRATE
CB-1 294.5'N/A 292.0'NEENAH FOUNDRY R-2557
CB-2 291.75'289.25 288.5'NEENAH FOUNDRY R-2557
CB-3 294.5'NA 292.0'NEENAH FOUNDRY R-2557
CB-4 293.0'291.0'290.0'NEENAH FOUNDRY R-2557
CB-5 292.0'289.4 288.5'NEENAH FOUNDRY R-2557
2 MONITORING WELL DETAIL
SCALE: N.T.S.
NOTE:
CONTRACTOR SHALL SUBMIT THE WELL
DRILLERS LOG TO THE ENGINEER FOR EACH
PERMANENT MONITORING WELL CONSTRUCTED.
FROST LINE
VENTED CAP
LOCKABLE PROTECTIVE CASING
CONCRETE SURFACE SEAL
EXTEND BELOW FROST DEPTH.
GRAVEL
DRAIN HOLE
VENT
GROUT OF CEMENT/BENTONITE
FINE SAND
BENTONITE SEAL
LAYER OF FINE SAND
SAND PACK, EXTEND 2'-0" (OR
20% OF SCREEN LENGTH,
WHICHEVER IS GREATER) ABOVE
TOP OF SCREEN, AND 6" BELOW
BOTTOM OF SCREEN
SCREENED INTERVAL5'-0" TO 20'-0" LONGWELL CASING INNER DIAMETER ≥ 2"
GROUNDWATER
TABLE3'-0"6"6"3'-0"6"10'-0" MIN.