Loading...
HomeMy WebLinkAbout20210470 Fire Station #3 Plans Drawing Copyright O 2020 Run the"Logo Address"Command From the Universal Ribbon Tab ortype"Cha_LogoAddress" ���,T OGA SA�' 5 r� Ok" ` � G� � H =- - z v r� ~ .� a \ . ' s , , • /, � y'(nlr�^•` 1 � j� �--�s ��� C��`'pORATE� 1 LOCATION MAP: Z VICINITY MAP: Z SHEET INDEX 0 0 NOT TO SCALE � SCALE: 1"=200' � SHEET SHEET TITLE NUMBER NOT FOR GENERAL SHEETS CONSTRUCTION - : G-000 COVER SHEET �_ . �.. � G-001 .-� NOTES . �� �F NEw y ':,n'� '�.d� � . SITE PLANS ��oS�PNP.Rp,���O�p�r � p : ,, ,,, � ' * � N . �..,,,.� : - _ � w��., ��N�, _ � �: g � q PROJECT . � C-001 EXISTING CONDITIONS AND REMOVALS PLAN r ,, „ � . . +i.d�nr. Ci 9 �� y LrY�4"ve_ �� .� ^ � / W ,,(n; � _ _ 4��; .�,�.� -� �� � — -� � _-- .�r�aa�.mo�� LOCATION r,� . 1 � <<.. ���_ z - nri —— -- y r * � a � 3 � C-101 SITE PLAN � �; �, s� Fk�E�s,oR o � �8199� � � � �;.:.�- C-201 AR �, F,�, ° � �� • s = �? GRADING AND DRAINAGE PLAN �FESSI�NP ,° ho�P , Q �' m ; �, , C-211 EROSION AND SEDIMENT CONTROL PLAN Z IT IS A V10LATION OF LAW FOR ANY PERSON, UNLESS THEY ARE �� „n�� I C—JO� ACENGINEEREARCHITECiCLI�ND�CAPELIARCHTECiRORELAINDAL . . ,, fti UTILITY PLAN SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SiAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING i /�y� �� C-5O� SURVEYORRSHALLHSTAMPLTHE DOC MENi ANDC N�LU�ENTHE . . ;,F:,,;. . �7r �� ..� LANDSCAPE PLAN NOTATION "ALTERED BY" FOLLOWE� BY THEIR SIGNATURE, THE -�,�„��T::,���` � "� DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION '�� � � �'—� � C-6O� OF THE ALTERATION. -- ��- � DETAILS , PROJ ECT LOCATION \� � � C-602 DETAILS C-603 DETAILS ., g,�:�b:a,�e«��x. - . � . . .�"�y, iwvayie�.3:.si��ya . {� ... u:�.� +.�r� .. r ' r ""- ,, ,�j��.�" CITY OF � 4- - , SARATOGA SPRINGS ''�' `'� FIRE STATION #3 HENNING ROAD SARATOGA SPRINGS, NY N � 0 � � m � > � � � � � � � � � No. Submittal/Revision App'd. By Date � o — � — � T � � � � � o � Iw o � o � 0 � � / �' � � � � w � w a� _ � � � I c� 0 / � � � c� Z � N Y IT'S THE LAW � O ALL BEF RE Y U D � � % / � � N Dlg � Safely. COVER SHEET � � New York wN o , � � � iy'rgYblYrYw��r�tigiY��Y� o � 1 -800-962-7962 � o www.di safel ew ork.com � � � o Q Designed By: Drawn By: Checked By: Y � III Winners Circle, PO Box 5269 •Albany, NY 12205-0269 M A Y 2 0 2 1 RDT JTM JPR z � Issue Date: Pro ject No: Scale: Main: (518)453-4500 • www.chacompanies.com � � 2021-05-05 066193 1" =20' � � N CHA Project No. 066193 Drawing No.: 0 � N o � � � G-000 � � � � _ � � � EROSION CONTROL NOTES GENERAL NOTES. DrawingCopyright02020 1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO 1. THE PLANS SHOW SUBSURFACE STRUCTURES, ABOVE GROUND STRUCTURES SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES. AND/OR UTILITIES FROM FIELD LOCATION AND RECORD MAPPING, EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN 2. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE STORM WATER PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN RFromthe�UnvesalSRi bonTabd POLLUTION PREVENTION PLAN �SWPPP� DURING CONSTRUCTION OPERATIONS. APPROXIMATE LOCATION OF SUCH PIPELINES, SUBSURFACE STRUCTURES AND�OR ortype��Cha_LogoAddress" UTILITIES IN THE AREA MAY BE DIFFERENT FROM THAT SHOWN OR MAY NOT BE 3. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION SHOWN, AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. (SILT FENCE AND IN EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL, OR BLAST, CALL STABILIZED CONSTRUCTION ENTRANCE) DIG SAFE � 811. 4. SITE DISTURBANCE SHALL NOT EXCEED FIVE (5) ACRES OF SOIL AT ANY ONE 2. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY TIME WITHOUT PRIOR WRITTEN AUTHORIZATION FROM NYSDEC. FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL OF THE ENGINEER. 5. ALL EXPOSED AREAS SHALL BE SEEDED AND MULCHED AS SPECIFIED WITHIN 7 DAYS OF FINAL GRADING. 3. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE DURING THE PERFORMANCE 6. INACTIVE PORTIONS OF THE SITE ARE TO BE SEEDED AND MULCHED AS OF THIS CONTRACT. SPECIFIED WITHIN 7 DAYS. 4. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS AND 7. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS ONCE EVERY SEVEN (7) DAYS OR MORE FREQUENTLY IF REQUIRED. ALL GOOD A CONDITION AS BEFORE BEING DISTURBED AS DETERMINED BY THE MAINTENANCE REQUIRED BY INSPECTION SHALL COMMENCE WITHIN 24 HOURS ENGINEER. ANY DAMAGED TREES, SHRUBS, AND/OR HEDGES SHALL BE AND BE COMPLETED WITHIN 48 HOURS OF REPORT. REPLACED AT THE CONTRACTOR'S EXPENSE. ���TOGA SA� 8. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL 5. PRIOR TO COMMENCEMENT OF STORM AND/OR SANITARY SEWER CONSTRUCTION, � r� CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL CONTRACTOR IS TO VERIFY BOTH HORIZONTAL AND VERTICAL POSITION OF '� ` SEDIMENT FROM LEAVING THE SITE. EXISTING SEWER AT CONNECTION POINT. CONTRACTOR IS TO CONSTRUCT � �` c�fi 9. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL GRAVITY LINES PROGRESSIVELY FROM DOWNSTREAM TO UPSTREAM, ANY � __-r _ Z EXCEPTIONS TO THIS MUST BE APPROVED BY THE ENGINEER. ANY GRADE - . ORDINANCES THAT APPLY. DISCREPANCIES MUST BE BROUGHT TO THE ENGINEERS ATTENTION IMMEDIATELY. C� - �' � � �,� . ''C 10. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND INCURRING THE • �, y'� '• 1 ' IF DEEMED NECESSARY FOLLOWING SITE INSPECTION. COST OF ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC. AND SHALL j�r � �ti� COMPLY WITH ALL REQUIRED PERMITS. c�RpORATE� 1 11. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER 7. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE FABRIC. NATIONAL, STATE, AND LOCAL CODES, STANDARDS, ORDINANCES, RULES, AND REGULATIONS. 12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION. 8. ALL PROPOSED UTILITIES AND APPURTENANCES TO BE CONSTRUCTED IN 13. AT THE END OF EACH WORK DAY DISTURBED SOILS ARE TO BE REGRADED TO COMPLIANCE WITH THE LOCAL MUNICIPALITIES' CODES AND REGULATIONS DRAIN INTO THE TEMPORARY DIVERSION SWALES AND DISCHARGES FROM GOVERNING THE INSTALLATION OF SUCH UTILITIES. DEWATERING ACTIVITES ARE TO BE DIRECTED INTO CATCH BASINS OR SWALES. g, THE ENGINEER RESERVES THE RIGHT TO EXAMINE ANY WORK DONE ON THIS PROJECT AT ANY TIME TO DETERMINE THE CONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS OF THIS PROJECT, AS INTENDED NOT FOR AND INTERPRETED BY THE ENGINEER. CONSTRUCTION 10. MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE CONTRACT DRAWINGS SUCH AS PATCHING, BLOCKING, TRIMMING, ETC., SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE. 11. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ,�� OF NEw y P N P.Rp O ANY MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE ENGINEER *�'oS�P '�qti�� OR OWNER, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A NEW YORK STATE LICENSED LAND SURVEYOR. r- ;,��,; �„ cc � w 12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND s � �Fk�E s,oR"� z �� COORDINATE WORK WITH ALL OTHER CONTRACTS FOR THE SITE. �° �8199� � A � 13. THE CONTRACTOR SHALL: ROFEssiaNP A. VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 'T'S""°�"T'°" °F�""'F°R""Y PERS°", �"�ESS T"EY"RE ACTING UNDER THE�IRECTION OF A LICENSED PROFESSIONAL B. EXAMINE THE SITE AND INCLUDE IN HIS WORK THE EFFECT OF ALL ENGINEER, ARCHITECi, LANDSCAPE ARCHITECi OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE EXISTING CONDITIONS ON THE WORK. SiAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECi, LANDSCAPE ARCHITECi OR LAND C. PROVIDE AND INSTALL ALL MATERIALS AND PERFORM ALL WORK IN SURVEYOR SHALL STAMP THE DOCUMENi AND INCLU�E THE NOTATION 'ALTERED BY" FOLLOWE� BY THEIR SIGNATURE, THE ACCORDANCE WITH RECOGNIZED GOOD STANDARD PRACTICE. °"TE°F S��" "�TER"n°", ""°"SPE�'F'�°ES�R'PT'°" OF THE ALTERATION. D. HOLD THE OWNER HARMLESS AGAINST ANY AND ALL CLAIMS ARISING FROM WORK DONE BY THE CONTRACTOR ON THE SITE. 14. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE IN ACCORDANCE WITH THE LATEST REVISIONS OF NEW YORK STATE INDUSTRIAL CODE RULE 23 AND OSHA REGULATIONS FOR CONSTRUCTION. SHEET PILING SHALL BE DESIGNED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF WORK AND SHALL SUBMIT A DEWATERING PLAN DESIGNED AND SEALED BY A NEW YORK STATE CITY OF PROFESSIONAL ENGINEER. CONTRACTOR SHALL MAINTAIN EXISTING SITE SARATOGA SPRINGS DRAINAGE PATTERNS THROUGHOUT CONSTRUCTION UNLESS OTHERWISE SHOWN ON THE PLANS. FIRE STATION #3 16. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE HENNING ROAD COORDINATED WITH THE ENGINEER AND THE UTILITY OWNER. NOTIFY THE SARATOGA SPRINGS, NY ENGINEER AND THE UTILITY OWNER 72 HOURS BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS IS MADE. N 0 17. CONSTRUCTION OF ALL PROPOSED UTILITIES MUST BEGIN AT ITS POINT OF � CONNECTION TO THE EXISTING UTILITY OR AT THE LOWEST POINT IN THE m SYSTEM. RIMS, GRATES, INVERTS, CLEARANCES, AND LOCATION AT CROSSINGS � MUST BE VERIFIED PRIOR TO THE BEGINNING OF CONSTRUCTION. � � 18. MAINTAIN FLOW FOR ALL EXISTING UTILITIES. � � 19. ALL FRAMES/COVERS WITHIN PAVED AREAS SHALL HAVE THE TOPS SET FLUSH � WITH THE EXISTING PAVEMENT GRADE. IN LANDSCAPED AREAS, ALL FRAMES No. submittal/Revision App'd. By �ate � � o - SHALL BE 0.1' ABOVE GRADE. � - � T � � 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT. o w THE CONTRACTOR SHALL TAKE TIES TO ALL UTILITY CONNECTIONS AND PROVIDE o � MARKED-UP AS-BUILT PLANS FOR ALL UTILITIES SHOWING TIES TO � .. CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES, AND INVERTS. AS-BUILT � � PLANS SHOWING ALL UNDERGROUND UTILITIES INSTALLED OR ENCOUNTERED � � SHALL BE REVIEWED BY THE OWNER AND HIS REPRESENTATIVES. THE w � CONTRACTOR SHALL PROVIDE ANY CORRECTION OR ADMISSIONS TO THE �i � SATISFACTION OF THE OWNER AND HIS REPRESENTATIVES BEFORE UTILITIES WILL 0 � BE ACCEPTED. � � � � 21. TEMPORARY PAVEMENT SHALL BE PLACED WITHIN 48 HOURS OF COMPLETION OF � `� EXCAVATION AND BACKFILL OPERATIONS WITHIN THE EXISTING PAVEMENT LIMITS. Q r � � z � 22. CONTRACTOR SHALL MAINTAIN ALL TRAFFIC IN ALL AREAS IN ACCORDANCE WITH NOTES � N THE NYSDOT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. � o � � 23. ALL EXCAVATIONS SHALL BE BACKFILLED TO EXISTING GRADE AT THE END OF o � EACH WORK DAY. � o � o °' 24. CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO EXISTING UTILITIES. "' ° DAMAGED UTILITIES SHALL BE IMMEDIATELY REPAIRED BY CONTRACTOR AT THE � � CONTRACTOR'S EXPENSE. � o Q Designed By: Drawn By: Checked By: Y � 25. WHERE PRACTICAL, ALL EROSION CONTROL MEASURES SHALL BE PUT INTO RDT JTM JPR z � PLACE PRIOR TO BEGINNING CONSTRUCTION. Issue Date: Project No: Scale: � � 26. ALL CONSTRUCTION STAKE OUT SHALL BE THE RESPONSIBILITY OF THE 2021-05-05 066193 �" =20' w o CONTRACTOR. LOCATION OF MANHOLES, ARE TO BE INDIVIDUALLY STAKED OUT. Drawing No.: o � SEWER MAIN TO BE STAKED OUT AT 100 FOOT STATIONS. � � � � G-001 � � � _ � � � � Drawing Copyright O 2020 � � \ • C' \ � r �R c'� � � Run the"Logo Address"Command ' , Y�J � \ \ F o type ChaeLogoAddress'ab � -y � l�j ' .,, � / �' _'� � '^. � � / � ,��// `' � ,n�•t� m f�. � j �s \ �, � � �� _ - - sr_ �`/^ � F� — _ / \ '� ) \ � '�> \�d � �r \ - - - - - - � �� / ��� — - - - � / ,� cn j `�� _ — — �, �_- - - � - - - - — — — / \ — _ � — -- _ — � � � — - - _ — � � � � -_ � � "�` �` \ � � 2ao — � --,.. � � � � � --_. � � �: � (r�` / � �_ — — � � -,... � � � �.. "� -..� _ � � . ..:' �� � UGG -� ,� \ \ ^� � ` � „� � i o � .� � _ � , � , � � . I - ��� -_ � � �f � � ~ COORDINA TE RELOCA 110N OF GAS�7NE�9TH NA 110NAL GRID _ _ _ � �f ° m � �, � UGG � � � --� \ \ �2j5 r^' � o ---_ ��� ____ IGlywq - _ � , � , \ _ � � � i; � � — — — 2�� � -,. _ _ a o� — ��� 1� ��NE _ _ _� �._ � �. _ ,. ___ . _ — �. � _ > �t -- — � -� , �� � � / ..: UGG �— � / � � W --- UGG ----- UGG ----- —��G � . � � � S ��� --\ �� TOGA A �� � fy U G --- UGG --- � l — — 270 — _ � ��� ,\ — -- UGG --- UGG � _-UGG ----- UGG ----- UGG C / � ,r� S1! n, . '� — � � `. ` — � �_ — UGG __ � : ' � -- UGG _�__ � _ � : � � \ �\ � � — — 1 / — UGG ____GG � - _ O '`� " CI� � W � \ o � � ` � / REMOVF CHAIN LINK FENCE --� a__ '�" Z \ �� \ � \ �� � ucc ____ H — _ , \ r � `\ — UGG __ ~ = aJ ` � .� LANDS N/F \ � �� � � � � ��� _____ v �.� THE CITY OF \� ` � ' I , - � - ��� ____ . ;� .:. � . � � W P ��� ' , SARATOGA SPRINGS \ \� \� \ a? S 18° 32' 08" E � �" � 4 � ° � j�'c 1��� s o o ` , �h'1'ORATE� 2S � / / / // / // / LI B E R 4 00, PAG E 3 3 4 BEGIN R£Ib�QVAL OF CHAIN LINK FENCE � �� � � / / / / � � � � �� � �� / // / /� � � �� � �� � 4 � � s2 � � � I o / , iiiiiiiiiri� , , � \ I 1 1 1 � / / / ' / I M U R NR // // // // / // II � Z�j° � , � � / , � i/ _ � , � � 2� .�3` � / � 23�� � \ 35� 3�a, _? � �_ � �2 g � °Q � \ NOT FOR zo °� � � 05�, �� \��� � � � � CONSTRUCTION NOTES lo��0 5 2\ �' 1. MAPPING PREPARED BY RYAN BIGGS � CLARK DAVIS ENGINEERING & � REMOVF 7REES AND BRUSH ,�� OF NEW r SURVEYING, D.P.C., FROM A FIELD SURVEY COMPLETED JANUARY, 2020. / � r � ��J �'`o��PHP.ROMq�'A,� 2. NORTH REFERENCE USED HEREON IS NAD 83 NEW YORK EAST ZONE PLANE � � � * i V-► '` -� z COORDINATE SYSTEM. � � '� c, ' � 3. VERTICAL REFERENCE USED HEREON IS NAVD 88. LANDS N/F W z � `� `x`E�=�°R� � � THE PEOPLE OF THE z —' �o'OR��819g�NP�.�� 4. UNDERGROUND UTILITIES AS SHOWN HEREON ARE FROM FIELD LOCATION � I► Essi THEIR LOCATION IS APPROXIMATE, OTHERS MAY EXIST, AND ALL ARE � STATE OF NEW YORK �LI z SUBJECT TO VERIFICATION BY OTHERS. � O C _ — � � IT IS A V10LATION OF LAW FOR ANY PERSON, UNLESS THEY ARE I N S T R. # 2 0 0 8 0 3 3 9 8 7 a � ACTING UNDER THE�IRECTION OF A LICENSED PROFESSIONAL 5. PARCEL SURVEYED MAY BE ALONG WITH RIGHTS, TITLE AND/OR INTERESTS I.V ENGINEER, ARCHITECi, LANDSCAPE ARCHITECi OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE IN AND TO LANDS WITHIN THE BED OF THE ADJACENT ROADS LYING � Q (/) SiAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LAN DS N/F ENGINEER, ARCHITECi, LANDSCAPE ARCHITECi OR LAND BETWEEN THE HIGHWAY BOUNDARIES SHOWN HEREON AND THE �\ � Q , � SURVEYOR SHALL STAMP THE DOCUMENi AND INCLU�E THE CENTERLINES THEREOF. a W � \ NOTATION 'ALTERED BY" FOLLOWE� BY THEIR SIGNATURE, THE � \Th E PEOPLE OF Th E ; DATE OF SUCH ALOF THENA TERATION.ECIFIC DESCRIPTION 1 � 6. PARCEL SURVEYED IS FURTHER REFERENCED TO THE CITY OF SARATOGA � � z90 S'r`�TE OF NEW YORK � SPRINGS TAX MAP PARCEL ID NO.s 166.00-3-25. � � / � _ 7. PARCEL SURVEYED WITHOUT BENEFIT OF, AND IS SUBJECT TO A - - 290 - w I NSTR. #�008033987 � ti�� � ! AND UP-TO-DATE ABSTRACT OF TITLE. \� � � I � � M o� 8. SURVEY COMPLETED WITH UP TO ONE FOOT OF SNOW AND ICE AND IS ` ` �' — _ _ _ _ _ � � PROPOSED NEW 2\36± ACRE LOT � • o / �� / SU BJ E C T T O ANY THIN G N O T DI S C OV E R E D A T TIM E O F SU RV EY. � � � I � � � f� �� I 9. AS OF FEBRUARY 12, 2020 THERE HAS BEEN NO WETLAND DELINEATION. I z a \ ' � / N / � . �o. I � / i � � j � � �� � �� CITY OF I � \� � � -� 1 �� � I I , � � � /i /� /� �. j, S FRREOSTATIONI#3 S LANDS N/F � � � ; � / � � o� � / � ��� ROBERT M. WEST � �� l � . �� � � `f i i J r� �� , o HENNING ROAD � � � / � i i � SARATOGA SPRINGS, NY AND � � � .. / � � � �� � � � i ��- HEIDI B. OWEN WEST � \� . �= _� ,-9��� � � � �' ~? �\ �� / -; � ��, �� �i ���� � �� ��� ����� s � � l t � a / � � �� / o � ����% �� � \ / � j � , � , � �, ,l �. .��� � \ � � / / BOOK 1575, PAGE 81 1 � 4 i��.-i �.� � � \ �� � ,� � \ �\ / , , — � � m V e� �i�j � 1/ � ,� A � � � � � � � � � � � ;,�i i �_;%�� � � l l i � � � � � � � i �'j > �,���� _. _ _ � � �� ��i �� _� � ���� - - - -� � �� e I � „n � J �s\ ��!��j����- � / / _ _ Y � �,//�%%� � �< — � ,. � � � � �j / � �� / � i i�, 1 \ _.. ._,_ � � � . � E MAP REFERENCES: � ���/ /j/j�/ I \\ � — / /� � � l/; rA � / No. Submittal/Revision App'd. By Date � � � T 1. "SPEEDWAY SURVEY, SARATOGA SPRINGS, N.Y.", DATED JUNE 3, 1939 AS � /j //�//��/ � � REMOVF 7REES AND BRUSH � � � f PREPARED BY SAMUEL J. MOTT AND FILED IN THE SARATOGA COUNTY ��/ �i ��� � � / > I / `� � CLERK'S OFFICE AS MAP GG-8. / / /�%� �� � � � � w I / � �' / � f � � � �-✓ i � o � 2. "PHASE 2, MOBEC HOMES, INC., FIFTH AVENUE, SARATOGA SPRINGS, N.Y.", ' /�/�� � � ( / ' � �; DATED MARCH 28, 2000 AS PREPARED BY PAUL F. TOMMELL, L.S, P.C. / l�/ / � ,- � � � - � � � AND � � �� � � �l I� //l� ��lll��i I } I � w � FILED IN THE SARATOGA COUNTY CLERK S OFFICE AS MAP M-614A. ' � / ���r � � ,;,� � � „ � � I � � ���� i � ,�� � � I � ' � ��� ' \ , _�_ �— � � � ' , /�/ ,.� \ �� � , 3. MAP OF SURVEY, PHASE 1, MOBEC HOMES, INC., FIFTH AVENUE, � / � N.Y." DATED MARCH 15 1999 AS PREPARED BY W.J. � � / \ �/// �� a � � \ � � SARATOGA SPRINGS, , , � � `� � ROURKE ASSOCIATES AND FILED IN THE SARATOGA COUNTY CLERK'S I �,� � � � N OFFICE AS MAP M-570A. ``l � ti� / \� �; �' '�e � _ 2� - � ��'.- � � � � � � � � � � J �.. �s � � ���� � `� ~` �� � _. � EXISTING � � � k _ � / �� w � � ' — ' ' �� � � � 274 ' � ��� CONDITIONS AND oi � � � � I,/ � � �\ / � COORDINATE REMOVAL OF �.� � UNPAVED DRIVE o � � _ � �\ � / \�� J JERSEY BARRIER W11N NYRA 273 � ..� �- REMOVALS PLAN , _ � � — — — — � - 1 \ \ / ~ _� \ � � � G 7 �\ � �_��� �^ry, � � LANDS N/F � N`�� �� � �\ ,�� o \� — � � � DAVID A. JELENIK � � \ r � � ��� � � Designed By: Drawn By: Checked By: � � AND N� � , \ � 2�2 � � / RDT JTM JPR � � � ti Issue Date: Project No: Scale: � � JENNIFER E. JELENIK � �oo.00� NT LINE 346.01� �� � � ,.� � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2021-05-05 066193 1" =20' `� N 16° 09' 20" W N 16° 09' 20" W �\ N � � � / Drawing No.: INSTR. # 2007001401 ' o �20 40 � ; � LANDS N/F � C 001 > � � THE PEOPLE OF THE S� �e �n feet � �� � STATE OF NEW YORK � � � Drawing Copyright O 2020 � � ('r � � � � h" �� � � ��. � � � �/ � (y^ � � (D � (��(1^' 4' Z � (� � � n Run the"Logo Address"Command � N �L/ Cj' ` ,... � From the Universal Ribbon Tab 4 � (v � ,` ortype"Cha_LogoAddress" � � N I_ . � NQW �� \ :-�VNI IVG R�A p e � ,� � � N� � � � Z � �N � _ � C0�`�m m ''e� � � � �� � ro _ n�in� � � � �p� n' � �V�� /���.� � � � � � _ ` ` �� � �V� p�jUj � �V4 ^� � � � � � � >._ _. . _� � t`� �Z � Z��� ''� . \ N 4W � �. cJQ �Q � L: � �� �� � n� ` � N�- � �T1 � ��, . q�(�m I � cV� � t' SG _ .___ - �v c� ��—— UGG � (v� (Y N a. �I% _____ � — _ — \ ' `� ��TOGA SA — ir" _ — — — . �� �j� _ � — - �� : r� - ��� _� — _ _ _ �� R=30� � � ° HEN o� �, ,`, ., � — � - R=30' �---_ � m N ^o � H -__ Z � . , ,�� _ — \ �� ��� ~ — a1 ` ~ .� � N V s� . . — � � ��� � � , • 1 � , '.,:. — �p q�, • - •� '; � � � — � — �, j�CO � 1��� — � � � SITE LOCATION RpORATE� � (SCALE: NOT TO SCALE) � � � � — �-- � � � � � � � � � � � — CONNECT TO EXlS71NG � � CONNECT TO EXlS71NG CHAIN LINK FENCE _ � � CHAIN LINK FENCE 2 ' � � � � _ -- -- -- -- -- -- � _ � NOT FOR ' / � _ -- -- -- � - , - - 30' FRONT YARD SETBACK CONSTRUCTION � � � 1 � -- � � I - ' � �� OF NEWr R=50' � �.`P��PH P.RO,�-9���r �� * �o ti / o r- ��,� � � i � ,., w � � I ; R=48' �'' HEAVY DUTY � ������ �� z / I � ACCESSIBLE PARKING N ASPHAL T PA VFMENT � `��a o8�g�� � �z`' � A � SPACE AND SIGNAGE (T1P) � R�FE S S I ONP� R=5' g� R=3' � � I T� R-20' IT IS A V10LATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ' R—ZO� � ACTING UNDER THE�IRECTION OF A LICENSED PROFESSIONAL ' � ENGINEER, ARCHITECi, LANDSCAPE ARCHITECi OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE � SiAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING � � ENGINEER, ARCHITECi, LANDSCAPE ARCHITECi OR LAND ' SURVEYOR SHALL STAMP THE DOCUMENi AND INCLU�E THE HEAVY DUTY I I NOTATION "ALTERED BY" FOLLOWE� BY THEIR SIGNATURE, THE � CONCRETE PA I/EMENT � I DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION AL A I N. I p . op v. . . o . . �. � . . � D: . p . � ' p. ' � � ' p. . ' p D . . . . . �' � �� Ja� � O�� ..� ..O �� �� . 'D '�. / � D. �l D ���� ''p.� , . O' A , a .., a O• a , a . .�� ____ ___ . 45� I � v 'a d • � ,a ,a. p ; D 80.1' � � I 9 i � � � � I � �o' � , � 1 1 'Q ° CITY OF 1 � m o� ' � SARATOGA SPRINGS � D °� i � FIRE STATION #3 �W o N HENNING ROAD � �s' 28' �2' �� ` W ' - —' '— SARATOGA SPRINGS, NY v ' N � � ' � ' � ' m CONCRETE D n N � �� � � � � � SIDEWALK � ° � �� � I o , �' � ^� � � � r� ° 4 � � I � O � m � � � � � i � � � ' i � i � � � [ � 1 � i � J�i .� �ii _�i ti�li � , .. J � : � � � I I No. Submittal/Revision App'd. By Date � '. a•' , a . .e ' • � • I � r'� — I � D� ________ ________ o:.__�v ._ . . a . • e. . � a'. a.•.a . . . . 7Z S� I OQ ^\ I ^ � �, I � � N � . � . o `a d a Y D v D D U � � . : . . .. . . . . o . .� . . ' . . � � � ' ' .�O � � . ..0�/� � ' . .� . .. ' 4 � � ' '�. ' ' � ' . . �/ ' . . D ' . . .D . D : v D . o .. �D . . D. �"4� o HEAVY DUTY o� � ' ' R=10' R=4� CONCRETE PAI/EMENT ' "' � �n . � � % � � � �j � � SITE STATISTICS TABLE z � S7RlPED IS�AND INST—HRT — INSTITUTIONAL HORSE TRACK RELATED � � o � � � CONCRETE SIDEWALK PERMITTED PROPOSED � � , i MIN. LOT SIZE (SF) 20,000 102,796t Q � ' ' N HEAVY DUTY � MIN. AVERAGE WIDTH (FT) 100' 324f o � � ASPHALT PAVFMENT � MAX. BLDG COVERAGE (%) 35% 15.2% � � R=48 � R=4' 4" PAVFMENT � PRINCIPAL BLDG. SITE PLAN w o � � 9' S7RlPE (TYP) i MAX. BLDG COVERAGE (%) 8% 0% �i � I � � TYP ACCESS. BLDG. � � o � � � � ' FRONT SETBACK 30' 107.2' o � RETAINING `� REAR SETBACK 3p' 104.9 � o � WALL 30_REAR YARD SETBACK __ __ __ i I EACH SIDE SETBACK 12' (TOTAL 30') 72.5' (TOTAL 149.5') -- -- -- -- � � � � MAX. HEIGHT 60' 20' Designed By: Drawn By: Checked By: � � ENCLOSED CONCRETE DUMPSTER PAD RDT JTM JPR i � � I N % TO REMAIN PERMEABLE - 52% r � ' ' .� Issue Date: Project No: Scale: i � 4' HIGH CHAIN LINK � � DISTANCE TO NEAREST EXISTING FIRE HYDRANT: 580'f 2021-05-05 066193 �" =20' � N FENCE LOCATED 3' OFF 12 � DISTANCE TO NEAREST PROPOSED FIRE HYDRANT: 25' o � OF LEASE LINE (TYP) 0 20 4o Drawing No.: � � � � � — — — — — — — — — — — — — — — — — — — — — — — — — — � � � � Scale in feet � � a� > _ � � � � Drawing Copyright O 2020 � CD ('Y �� � �� � �, m ` , '� co � "� � ,��� \ � �(�` I �^� � Run the"Logo Address"Command \ I � N �.1 � v` � � From the Universal Ribbon Tab � 4 � ('v N LL � t, ortype"Cha_LogoAddress" � � N ., \ - � � � � �j -_`__ `-. \ N QW \ � � �=iVIV�NG � � , \ _ ��N W ________ � � � cV ti / �� � - - � cU �Z (r�j �N / �'�, � Co^cli m � � ��"j C} p � cti� � � �' / ��S ��l/�y�U � N^� /y� �.` � / \ w� C�B".,,�.. � �`� I � `V�� /\`,J�.. `�� i � �Uj / � � � cV W �- _ __�_ ___ � � 4 C� � � - - - - - - - c� I� , =,., � ��� ��- � '�� \\_ � - : ' ��_ / � �� __,.__�.,,-,--_. N 4t� � � _ � ^ - , � t' � �� �� - - _ ___ - -- _ - - - = � n a �.._,__._ \ � N� N �1 ___ . _-__ -- ��- - � � � �e. _ � ` - _ _. - - - - - - - - ' � zao _. _ _ cV� � �j � � \ , ���J _ � \ � _ � .___ _ _._ � N c1/ � � � ' \ � � ' "� - � -�. � , � __ \ cv W t _ � � . � «. - �cc _ � ~-,- `- __ � i � N� _ _ � n� ,, � � -- - - - - `� �,TOGA S -- ; � � � - � \ _� �2js \ � , 270.90 EX 55 LF 18" STORM � 1.��' __ � �° � � � -� � _ - CB TF 271.58 � � A ir" � � � `� � � � _ FES.• 269�21 21 LF 18" STORA1/� 1.0% � �� _ �r�, �� - � /� � �\ ._ _ �G(�, � � � � � _ 2�� `� � V,' � , , � � r o , ' � � - _ �� � - - -��o _ ,� � t "� `- " cn -- - __ � ,�, ,� ,'�, ___ �� \� `� ,, � � - � � C � � N ^"� ` '�'�`►�- [-' Z � � � � -___ � �V rL /� ,�, - � . � . - a1 ` , � \� � � � � ?�2 � 269 �-_ , c° ��v V , :- . �� .''G' � \ � � .. . � \ � � 2j? __ FES 268.45 �-��� �� . ' , :� ��� � . o \ � � � ��3 ' 268 � \ `� � � � � � _ _ � `-� - 267.50 - - - - - - \ �. j�c ^ ��� \ _ _ _, 1 � � �\ `� � � �� I �� � � ��`'pORATE� \ � \ � - 270 � - - - � � � � - � 272 \�FES 267.80 � \ � � � - - - - ��S � � _ - � � \ � - - � - � � 5 \ � � � 2�$ 216 2� � � ?��` � 2 y� � / I 73 � _ � Dutle�Structure \ � ' ' � � \ FES 272.60 I I � "�`'��� NOT FOR � \ � � / ��ti ��b� \/� 2�2 273 r \ � � CONSTRUCTION / � TW 285.50 ' �/� � \\ 2�6 I � � i � 275 � '' � � s Storm CB J utle Cont�ol Structure 2�o OF NE TIN 285.50 \ TF 276.20 � ; �� W r� , BW 278.00 V / --- --- - 277 _ � 276.95� FES � \ � �\ ��P���PH P.RO,�-9�,��r / � /I � � -� N \ ^ � � �� 277.08 277.08 � � '� ""= � � 1 I � - � / � � � � 24" Gravel lnfiltrotion Strip N � ' - � ' �` �� z / � � � 1 with Underdrain (typ.) � � � � � � , � � '��� � � s�� �8E�s�� � ��c� / � � I ', I i I � i \ � '°ROF 19 NP� I � \ � \ , ESSIO \ N � I / � � `�. � \ � o � �. i � V �., '�,, �� � / � ~ � � � IT IS A V10LATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE�IRECTION OF A LICENSED PROFESSIONAL � � ^ 1 ���!� .. y I - � \ ENGINEER� ARCHITECi� LANDSCAPE ARCHITECi OR LAND � NEW 7REE LINE / LlMIT OF SURVEYOR TO ALTER AN ITEM IN ANY WAY IF AN ITEM BEARING THE I . � SiAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ' CLEARING AND GRADING ' I ' \ I - / � \ ENGINEER, ARCHITECi LANDSCAPE ARCHITECi OR LAND TOTAL AREA DISTURBED:2.71 ACRES I I \ / SURVEYOR SHALL STAMP THE DOCUMENi AND INCLU�E THE 277.81 FC I � � ( � NOTATION "ALTERED BY" FOLLOWE� BY THEIR SIGNATURE, THE I I � . DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION \ � � � \ OF THE ALTERATION. � 286.50 TW� I � �� � � \ � 278.00 BW . r-- ---o�'_O __ __ �__:__�__� . a , • a . • ' \ . a , • e. a � � � � •. . � .. '. a " �' • ••a• > / / � / � � � I d ' ' � ° • ' � � / � � � � I I \ � �� �� � �9� � � � � I � � 278.09�FFE Roof Drain 78.00 I � �/ i/ � - - - z90 _ � I � �` � R o Drain � �,�`° / // /i � I `� 277.26 I � ` � � \ , ^ � �� � ►� � ^ � / , � � � N � 277.68 � .�278.00 FFE .�� \I I � �J `v � � � �/ / C�� �F 1 � � � 277.92 � � ' � � � � N � � ' � �� i� � SARATOGA SPRINGS � 277.30 H J � � I I I � � � i �� � F I R E S T A T I O N #3 � � 2 7 7.4 6�P � � � � I / � i H E N N I N G R O A D � HP�2��88 277.96 /� � � � j � � �� � �? j / SARATOGA SPRINGS, NY �, ;. 1 I / Q � � 286.50 TW�� � 277.92 j � � �/ l �f J �/ / ��� / 269 N � TEMPORARY EASEMENT TO BE \ � 278.00 BW � � � � OBTAINED FOR GRADING ON � � �/ // � � ��/ � 277 6 �� � ADJACENT PARCEL (TYPICAL) / 1 � �� / � �� / I � � - � � � m � � 277.26 � I � � �" � / /� � �� � �� � �Y � � I I , / � � �� � 1 _ i , i � � � / .�" � �, � � � ��� / � � � ' � I � � � � 278. FFE Ro f Droin � / ` � � � � � 278.00 FFE � Roof Drain ^ � � � No. Submittal/Revision App'd. By Date � � �ss � � �\ � � '� ` � 0 .. � � � _ • a•' a e • e � • ' � .. _ ----------------- . : . ' ' . T \ /j� _- _ . ' 6 a . . �.e , a. � � j a • • a a. d.,� • � � / ,-� 1 � � � a �� � � ' � ' O -S--- -S-----S- - -S---- S-- � � �78 0� � " / l�i ° ol � w � I o � � � i � � ' � w� w FC 27 8 � � I � � � ` i � � � � � � � � � � � �., � � � w �` � h � � h ►� ��� i I � L � � � � � ��, I � 'I � I � \ � _ i � � J � °' 269 I � / � ` � J � I I I / � � � o c� � � �� � � (�l i � � � �� --' .� '" - / � - - - -� � -'� � � � ' / / o, � _ - _ � �torm MH _ � � -- lly�l�o�d�n amic I N � � � `° N �j � � � N N � �' � �- TF 27 .23 (Init TF.• 277.22 � , `�`� • r � "� � z � 1 � � � � \ � ►. I � � � - \ �- o � � / I � �' � - - / ' � sr sr " \ � ' � � � z � � �, TW 286.50 �24" G�avel ln�ltrotion Stri � �S ,� � � / � � _ G RAD I N G AN D � � � BW 278 00 \ � P � -� I N �/ � - z�� o � �I I� 278 50 � / ^� with Underdrain �t�.> _ 275 - - � � . � � � _ - D RA I N AG E P LAN �i ��, � 1 J � � TW \ / � 277 ` � N 1 o � s � � / � � � � �� � � .��� , s �`_ ._ �; o � � � o / N �//,%��� I � �, ADS D�ainaqe 276.74 � Outlet Control Structu�e � �- � � o r, \ 276.74/ Basin TF 276.73 /' y � INV.: 271.00 _ � � � _ � I � I _ Q o � - � � � \ ~ -- - - - - j'�? `� . � � ' Desi ned B Drawn B Checked B � � � \ r, 276 . � a � / g Y� Y� Y� Y � ' � \ 27j� •°' c I � 69 RDT JTM JPR r �; ' N� � 7 � 274 �.,�,�g 47 � � 2 Issue Date: Project No: Scale: � Q � � � � � � .. 276.47 � e-a� � � \ � � � � �- -� � �_ _ � �- 2021-05-05 066193 1" =20' � FES.• 273.60 N� 276 / ./�r w o � 274 �� ��R�-F Drawing No.: � ; 274 274 " ^o 0 20 40 � � > \ �2 74. HP 272 FES 270.70 N sca�e in feet � � � ADS Drainage Basin / TF 276.46 � � � Drawing Copyright O 2020 � CD ('Y �� � �� � �, m ` , � C0 ` a `� � '��` \ � �(�` � �^� � Run the"Logo Address"Command \ I � N �.1 � v` � � From the Universal Ribbon Tab � 4 � ('v N LL � t, ortype"Cha_LogoAddress" � \ � � N � � . � � � � W � N � 4 n i�N� R �� � � ,� � �„�� . NG p� � _ , �, �. �ro � �� � \ � rti � cV� / �� _ � � ;,� �Z � �N / � / � Co^cti m ' � �,�� - z N /��4 � � � � �� �v � m � - S'v CD ' Y \ ��l � Ch � / � � RI/� � cr� � � �� _ � � CojN m; I N J ^!� m O � � N� i � ��� � 7 � � � N4 CL� � — �� � — — — - - — — ���`,,. / ' � � (� "�v�j � \ �: ' �,' � / > � \ N4W � � � � .� \ � �. -._ - - - � � '� Q � � I �, _ � _ � , � � � . — -_. __.. ` ' .... � � � — _ /�n � r� ... \ � n/�` N U 1 - .._._ � ,. \ � ___ � — .... _. .. ` . —. _ . .—. —. - - - - - - - / � .... . . ..... � � . F.<',. _ " `. . .. �-.� ` � � _ . ��� � � � \ � � (� m — � � � .___ _._ � N c1/ � � � \ N� (n t "l'' —� _ \ - . ` __ � � � - � � !� � cl, m n� STABILIZED CONSTRUC110N�EN7RANCE ro a _ �. �cc __ � �.. — _ � � ____ � Ct; — — — � ~� — � � - - - � , � CV -- . _ , , ��,TpGA SA � � _ _ > � �_. � � _ - - -�. � � � � _�. -_ � — ,,. ir� — � � �� ` � \ ` \ \ . �4, �jf -_ / J : � �• -_._ il : s' \� _ UGG _�; � � � 27� `4� � � , \ �� \ _ _ -- _ o � � HEN � �` c�n � � � --_- � o 0 0 -- �p �+ -_ \ , � __,__ � O /^� . . `��� H = _ Z \ \� \� \ � � � 2 � TURF REINFORCEMENT , ��D ��, V = �' �' ' �, . ''C � �\ �\ \ \ — �2?, C 2,? _ 269 MAT (TYP) - — — � � `v� �� . � ;o ;:•� � . . � o \ � � � � � 3 ��-�' 268 � _ — — — j �-- c, �Q O O - - - - - - - - - - - � ^ � ti � � � — _ o �-� _ _ _ _ _ _ _ — co 1� '� � � ° � �� �_ � �/ --_ _'--_— �,,�� __ �'PORATE � � / 270 7 ��--�;--.=�—�_- — — — � � � � _ � !� 27 � \ � � 2 � , � � _ - � — � � — `� O O \ — � — o 0 � � / �S 6 2�5 � � ?��` \ � � 2 21 \ 273 �� \ � _ OUTFALL PROTE� ON (TYP) � I � /\ � � � � "�`'��� NOT FOR � \ � � �,`b�' ti`�� 272 � � CONSTRUCTION � � 273 T� \ � � 1 � � 2j6 I � � � � � � 1 ,*�� ' � � � P�� O P RE� r0 /- , ----- ----- --- — — 277 -- --� � \ \ �\ ��o��PH oM���p� �. � � ^ � * , / �� � N �� � r ��,� � � ,� � INLET PROTECTION (T1P) � — — � , � � " ��` �� ' z / � � � � � � � � � \ � t(� ekce�s�oa �j � � � �� � � � � � � ���V �. �� �� ��,0 081993 F'� � TURF REINFORCEMENT I �, � � � \ � � ,, ROFE s s i oNP`- MA T (TYP) ; � I � \ `� ' � � � � �,,, ,, �' I � � � ^ 1 (� � � �. �� ' IT IS A V10LATION OF LAW FOR ANY PERSON, UNLESS THEY ARE � '�� ACTING UNDER THE�IRECTION OF A LICENSED PROFESSIONAL � � \ ENGINEER, ARCHITECi, LANDSCAPE ARCHITECi OR LAND ' � \ I � � SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE � I , � � � SiAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECi, LANDSCAPE ARCHITECi OR LAND ' � ' I '�� I \ � I � / � � � SURVEYOR SHALL STAMP THE DOCUMENi AND INCLU�E THE � � / . � NOTATION "ALTERED BY" FOLLOWE� BY THEIR SIGNATURE, THE , , i \ / � ' \ �. DATE OF SUCH AL OF THENA TERATION.ECIFIC DESCRIPTION � I \ / � � � \ _________ \ , r__ ___O�_O __ __ • • • � ' .. • .. a ' : a , a �• � . , a • . � � / / � a• .. . .� / � \ d. . a s. .a •. .••a. • � / . I 1 � � � � _ � � �i �i / 1 � � � � � � I / , � � � � � NEW 7REE LINE / LlMIT F — — — — � I � �` � \ � / �� CLEARING AND GRADING 1 N � � EROSION CON7ROL / �� � � TOTAL AREA DISTURBED:2.71 ACRES I � 1 �� \ � � � N BLANKET (TYP) � // ,� / � � �, � I � \ I I i r � N � � / � ,i CITY OF � � � � � � I I � � � I �� �i � SARATOGA SPRINGS � � J � � I I I � � � i � � FIRE STATION #3 � / � i I I / � � HENNING ROAD N � � � � � I I � � / �, �� �� � `` � � ��/ � %����_ SARATOGA SPRINGS, NY 1 I Q�, - ' _ , �\ \\ \' i �I �� / � / l � J l � �� / ��� / � N � � \ � � I � � �� i� � � I � i� � ° � � � / � � / i � �� � � � I � � i , /�' � - �` � / � � � � � � � i � � �� _ m � � � I � �I �` � / �� � � ��� �� �� , ;�� � � � i i � / � � > � i � � , � � � � y ,, �. � � �� � � � �� � _ — � i , ' , � - � "� : / J � � ���� � n . � � _ � �� � n � \ � \ I I \ N I � �; / - No. Submittal/Revision App'd. By Date c� � ' � � �� ,, . . _ � - � � � _ '. a•' , a . . . � ' ' i / 0 . — . / . ----------------- _— _ ' ' 6a , a.e . . �a. , ; � T \ ��. /,jj� < • ' • a � a. d., • � ' j `-� 1nI � / � 1 L/ � � � � / � � � �.. � � � .� � � � - � / � �I U � � � � � � � �� �\ � � �� � � � I � / � ��` � � � � � � � — �� � � �I ��� � � ������ I � � ,u,� I ��, � / � � \ w � / _ � � I � I \ � I I � � / a� I � �Q _ °' / ` — ' I � � I � � a � — � c� � �� � � � J' „ _ � � � - - - -� � � � � y�"� �� �� � '� 1 _ --� _ / � _-. / . � a�v � � � I � — — � � � � _ - � _ � � I , , � � � 1 � � � _ � � ' _ � � � � � ��.. ���� � , �� � �� <<� z _� � _ . � � , , N � � � : � � � \ , . _ � Q .. / I / i � �` / � ST ST � �` � •.� �. � � II ,:� ���� . . z � � �� � �, �� / � �� / � ,� � p �� � i � �� EROSION AND / —' � " o � � � � � , � � � � — � — � �,;���� �� �� � � ��� --- — — S E D I M E NT i � � "��� ���� � 277 ; ; �� �� o � ✓ � � � � _ � . : � I ��---- ._ �� � NTR L PLAN � /��� � � � � � I �`po � �� 7URF R FORCEMENT `� �������T��l �I � � � � : , � � �, � I r,�� M�F T1P� l, `� � UNPAVED DRIVE �� ' � _ , i \ , � — ----- ----- 276 . / — _ � `" � � Desi ned B Drawn B Checked B o � � � 1 t g Y� Y� Y� � j � ' � � \ 7 ' � 2J,5 • •� a� — � RDT JTM JPR 274 Issue Date: Project No: Scale: �, • • � Q � � � � � � i �� � � � � � � , e. � � � — � � � � � —� � �• � y�- 2021-05-05 066193 1" -20' N '� 276 / ./� w o � \ 274 ��R�-F Drawing No.: � ; � 274 � � � 274 � 0 20 40 � � — — — — — — — — — — — — — — — — — — — — — � � � � C 211 EROSION CON7ROL 272 / sca�e i n fee t � ;� �, BLANKET (T1P) � Drawing Copyright O 2020 � CD ('Y �� � �� � �, m ` , '� co � "� � ,��� \ � �(�` I �^� � Run the"Logo Address"Command \ I � N �.1 � v` � � From the Universal Ribbon Tab � 4 � ('v N LL � t, ortype"Cha_LogoAddress" � � N ., \ - � � � � �j -_`__ `-. \ N QW \ � � �=iVIV�NG � � , \ _ ��N W ________ � � � cV ti / �� � — - � cU �Z (r�j �N / �'�, � Co^cli m � � ��"j C} p � cti� � � �' / ��S ��l/�y�U � N^� /y� �.` � / \ w� C�B".,,�.. � �`� I � `V�� /\`,J�.. `�� i � �Uj / � � � cV W �- _ __�_ ___ � � 4 C� � � - - - - - - - c� I� , =,., � ��� ��- � '�� \\_ � — �: ' ��_ / � �� __,.__�.,,-,--_.__, _ \ N 4� � � - : ^ _ _ ��. �` , � t: � �� ��� � � — — _ — � _ — — � � r a �.._,__._ _. _ ` ` � � _ N� � �; � 280 � � ' � � � TO SANITARY CONNEC710N AT HENNING ROAD � ''? � � � " ` �"� __ O � � N� `' ,c ___ � � ` \ ` �O�WA�R CONNEC710N A T 5TH A VF � i -. �N� m n� � � � _ �a __ � �cc __ � ` __ � � , � Ct; ——— . � _ � \ �2js \ � 'o � ___�__ \ � � ��GA A _ _ - - - P� S ir" � � \ �� �'� 6" D/P VAL�€ ,� Gj4, . �l � — � �_ 2�i / ��, ,� .. � �� __ � 271 � `� , G� � — UGC, � � � _ —I� — — � - � � � �� — � — _ — �o __ _ �,, � � �t rr� ° �� �� � � `� �� , A — -- — — � � � -- _ — — � � � � �v � . =�,,�� _ Z � � � � I I � - _ _ - � �� �� H _ � � '�' = a, .. . _ � :. . �, � . � \� � � I � � ?�2 � 269 - — — — �N V � � \ �\ \ � — 2)? _ __ - - - - ' � N� /� ` • 1 . \ a \ I � — � - - - � --�� � q, � o •. � \ � I � �� � � ��3 � __� _ 268 _ - - - - - - - - - - - - - � ^ j� •� �ti�' �� \ Q i I ,� � — � - - - - - -, �op 1 � � � � � � I � � ��_ �`' ORATE� � -�� � ` �!^� — � � I \ / � 270 7 ��-,----�—�_- — — — � � r- _ .. � \ I � _ � — � � 272 � � I � — — _ 2�S � � I � \ \ � � I �� � _ � I / 18 6 2�5 � � ?��` � \ � ' � 2 2� 273 `�� \ � � � � I _ � � � � � i .,: � �`'��� NOT FOR � \ � / ��ti ��b� \/� 2�2 273 T \ � \� CONSTRUCTION � I � � � 1 � � � 2j6 I � � � i 275 '' I ' I s J I 2jo � \ � OF NEVV . � � _ 277 � � � � \ \ �\ �,`p�o�PN P.RO,�-9ti��r � ' / �� 2" SANITARY FO�CE MAIN `�' \ � * , \ ~ r � � � � � �6" CLASS 52 DIP� � — � � " � - � / � � ^ , � � � � � � � �, � � � � / I � � 6 x6 x6" TEE, VA VF � I � ' \ � � z � � � � � � � � ek�E�s,oR��� c� � � AND THRUST BLO�K I / � � ' \�� , j , \ ,, °,o�,o�819goNP�`�' \ I I HYDRANT (TYP) o I � � � �, s s _ — � � � � �` � � � � 1 (� � �. �� ' IT IS A V10LATION OF LAW FOR ANY PERSON, UNLESS THEY ARE � ACTING UNDER THE�IRECTION OF A LICENSED PROFESSIONAL � � \ ENGINEER, ARCHITECi, LANDSCAPE ARCHITECi OR LAND ' � I I � � SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE � I I , � \ / � � \ SiAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECi, LANDSCAPE ARCHITECi OR LAND ' � ' I I '�� I � I � / � � � SURVEYOR SHALL STAMP THE DOCUMENi AND INCLU�E THE � I I � / . � NOTATION "ALTERED BY" FOLLOWE� BY THEIR SIGNATURE, THE i \ / � ' \ �. DATE OF SUCH AL OF THENA TERATION.ECIFIC DESCRIPTION I I I \ / � � � / --------- . � a. � . / � \ \ ... I � I r__ ___O�_O __ __ • • • � , .. a •• � ° • a . ' , °. " � � , . \ � ' a � / \ (p � I Q. �'. a . s. .a •. • .s.a• ' / / 1 � � � � I � � � � �i �i / 1 29° � I � � � I \ I / � � � , � — — — z9o — � I I I I �` \ �\ I ��� // // / � � I � �� � _ �� / // / / ^ I I 1 � � + ^ � / /� � � � � I � � \ I I r � N ^ � � �� i � CITY OF � � I � � � I I � N � � � i �� / SARATOGA SPRINGS � II � � � � � � I � � � FIRE STATION #3 � � /� � � il I I � / / � / �� %, / HENNING ROAD w � � I � / � I � � �' � � � , � � � � , SARATOGA SPRINGS, NY _ ,� � I 1 � / � � r, ' \ �� \ ' �� � (� / / l f � � / /�� / 69 1 \ � , � � � � �\ � I / I � � / / / � // � � / 2 o \ � I I I I � / � / ,� � / o \ / / � T I � I I �� / COORDINA TE VFNT � �� � / � I l I � I �' / / / PlPING Wl TH � , � ' ;�� � , � � I � � — �I / / / G� � , i ; t � � I � � I I � R DRAIN =-�1, J � / � I � � � [ L RAL � ` - � I � COORDINA TE PUMP STA 110N ALAR � Si� � � � / � � � � I "� � ^ � ; � � � VFNT Wl TH ARCHITECTURE PLANS N I �� ; / No. Submittal/Revision App'd. By Date � � �`�s I I �� �, • � _ � � � _ � °•' . a e • e e � ' / _ —————— —————————— . : . ' ' T \ /j� _— _ . 6a �.e . a .. � ... . ��� a . a a. d.,� . . • , �� 1 � . . ' • � •' ' 4 � � � � ,� � —s--- —s-----s— — s --- s-- s svRl2s Pvc � / �l �� w o � � � � SANITAR 6" SDR 26 PI/C 6" SDR 26 PI/C I I � I � � PUMP STA�N � � � � �,� W W 1000 G LLON 0/L � I � �� � � w � / `r � > _ \ �6" CLASS 52 DlP � 45' BEND AND � WA TER �EPARA T0� ►`��' �,��� � � � � / ^�. i � — � — 6 x6 x6" �E � THRUS7� BLOCK �TYPJ � � / � � y 269 ,� �, ��. � N I � U ' � �1 � ' O -V ,� .. � — Gl!-Yf7 Y/`IL VG . / � . I I 1� . / / . � � � � ' � I � � _ � _ i I � � � �, � , � � � � � �a r. z � � � � ►� � � � — � � ;� � � � � /� � '` � � � ST ST � � � /� � � o � � I � � ���� � , � � �, � � \ � � � UTILITY PLAN � l � \ h HYDRANT (TYP) / � � I N � 2�0 � � �n N '`� � � `� � � � � � - �, w o ' j J �h � z�5 — \ � � � �I � 1 N� � � / � 277 `� ``� j � ' ✓ s � o N � ��'o / � �N M ��- _ ,� �����.���� � �` � � � . � � N � .:��� h ' ..� � N � � o � I � / � �' I UNPAVED DRIVE � � � _ W Q o � — � � �, � t� � � — ----- ----- 276 -- -- t-�' <,� . / � � ' g Y: Y: Y: � � ' Desi ned B Drawn B Checked B � N \ y7 2Jj� ' •° c. � � 269 RDT JTM JPR z � ' N� G 7 � � �� 274 : a , a. � � Issue Date: Project No: Scale: � � � � � � � ' � � � � � �— —� � �• � � � '��-� 2021-05-05 066193 1" =20' N� 276 / ./�r w o � \ 274 �� ��R�-F Drawing No.: � ; 274 274 " ^o 0 20 40 � \ � � � � � � � � � � � � � � � � � � � � � � � � � N / � � .. 272 / Scale in feet � � � � > — � � � � Drawing Copyright O 2020 � CD ('Y �� � �� � �, m ` , '� co � "� � ,��� \ � �(�` I �^� � Run the"Logo Address"Command \ I � N �.1 � v` � � From the Universal Ribbon Tab � 4 � ('v N LL � t, ortype"Cha_LogoAddress" � � N ., \ - � � � � �j -_`__ `-. \ N QW \ � � �=iVIV�NG � � , \ _ ��N W ________ � � � cV ti / �� � - - � cU �Z (r�j �N / �'�, � Co^cli m � � ��"j C} p � cti� � � �' / ��S ��l/�y�U � N^� /y� �.` � / \ w� C�B".,,�.. � �`� I � `V�� /\`,J�.. `�� i � �Uj / � � � cV W �- _ __�_ ___ � � 4 C� � � - - - - - - - c� I� , =,., � ��� ��- � '�� \\_ � - : ' ��_ / � �� __,.__�.,,-,--_. N 4t� � � _ � ^ - , � t' � �� �� - - _ ___ - -- _ — — — = � n a �.._,__._ \ � N� N �1 ___ . _-__ -- ��- - � � � �e. _ � ` - _ _. - - - - - -/ - - ' � zao _. _ _ cV� � �j � � \ , ���J _ � \ � _ b .__ _ __ � N c1/ � � � ' \ � l� c _ � \ _ � N W t , ____ �cc _ � � `- ,.� � � _ � � � i � N� n7 n� � « __ � ` _ _ � � , � Ci; -__ � � �� - � ,` - - - , '� .� ���OGA SA � � � _ .� e�s � �._ �_ � � � ' � � � � _ _ — ,,. � 4, _ _ � �' .�r� ;�� � _ _ �� � _ � _ � �_ 2�� / �� : ' � 271 `� '�' : � � - uo� _� � � � �, � ' , � , � � tr ° �� � \\ \ — — — _ — _— � — —��� — � f� � � �, `� V' � � — . \\ \ ,\ ,, \ � — � � � _ ____ , N ^�j : .��� H =_ ' Z � � —_rya, . , � . � \ � \ � � ?� � � -- 269 - — — __ �� , /����v V , . . �� , .''C � �\ \\ � � 2 2j? _ - - - - ' � N� /� ` • � . \ Q \ � — � - - - i� ^:. � q' � o '•. � \ \ � �� � � ��3 � ,�� _ 268 � - - - - - - - - - - - - - � ^ j!►r / •� ' �ti� \ Q � — � - - - - - -, �o p 1 o � � `� � � � I � � ��_— �`' ORATE� � -�� � �'^� — \ � \ � 270 7 ��-,---.=�—�_- — — — _ � � � � r- � � — — — � � 272 � — ��s � — � � . — � \ � � � -/ $ 2�5 � _ ?��` � � � � 21 216 SO , EE ND � 273 \ � \ _ CH DISTURBED � � I \ � AREAS (T1PlCAL)� I I � � "�`'��� NOT FOR � \ . ` � / ��ti ��b� /� 2�2 73 � \ � CONSTRUCTION , , � � I/ ' '<, / � 2�E. � � � � � / 275 � '' i '� ,'• ,, � I ' �� /,i i s J I 27O � 277 � � \ � P�� OPRp� r 1 � o �� � � � ��oS�PH Mq,�'��r / ^ \ � * � � LARGE DECIDUOUS 7REE (TYP) a � � � � � �� „��,� � � _ _ � � �_, w � � � � � � � �' � � - - � � � � 1 � � z � � � � �` � � � �• � � � � � �P ek�E�s�oR � � � / / / ' � TOPSOIL, I SEED, I \� SHRUB PLANTER AREA (T1P) � � \ � � l \ � o �� � AND MULCH I � A 819g� N � I / � � � � \:, \' R�FESSI�NP� _ _ STAGGERED ROW OF � \ g � FLAG POLE AND LIGHTS � �, � ,4 — EI/ERGREENS A T SMAL D£6/DUOUS � \ NOR7H LEASE LINE � �EE -�T 1 ,� ' � \\ \ IT IS A V10LATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE�IRECTION OF A LICENSED PROFESSIONAL I ' � ENGINEER, ARCHITECi, LANDSCAPE ARCHITECi OR LAND ' � �,,'•� I � � " '•x.•:. SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE I \ ,3,.,;,�;, / � � SiAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECi, LANDSCAPE ARCHITECi OR LAND ' � 1 \ � I � / � � " \ � SURVEYOR SHALL STAMP THE DOCUMENi AND INCLU�E THE � I :.,�.�„h A� � / . � � NOTATION "ALTERED BY" FOLLOWE� BY THEIR SIGNATURE, THE , I , . .,, � . DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION '.•�•• �'y� I \ � \ \ OF THE ALTERATION. • � � . . ..: ........... .: �. � � � ... I .' .. .' • .. e. \ , � � � \ . � , — :.�c'�" �— :�:.4�,'.?-+..�':,-^ —— —— —— ' ° ' ' ! • a . ' � °. ' \ � . � � r— ..,.,.:_'p p ..., i i i � a � \ \ �, • m I Q. . a ' �° • ! a ) / / /� 1 � � � I � � � � �/ �/ ' 29O I I I \ � � � / � � _ �. � i � / � � — — z90 _ � I � �` \ � I ��� / /� �� � I � �' I �� � � �� ' ^ TOPSOIL, SEED, AND / �� � ,��� I I � �� � N ULCH ALL DISTURBED � �/ � ��,, I .� I I � �REAS (T1PlCAL) � � � // / C I TY O F , I I I � N � � i � / SARATOGA SPRINGS � II � �r, \ � � I I / � I � �� � � �'`' J � � I I I � � � i � � FIRE STATION #3 / i I I / � � HENNING ROAD � I � ` � � � � � � � � � SARATOGA SPRINGS, NY ,� � � � � � 1 I � � �� / � �' � ' \ �� � � (I / � / l f � � / /�� / 69 N I � � � �. I � TOPSOIL, SEE � = II / � �� // � I // / � / 2 o � � / ' AND MULCH � � � � �/ ' �/ / � \ � � � o \ � �� m � � � � �� � � ' � /� � ' �y � I i m > � � . � � � � � � � 'l 4, � � � I I � / � � J �\ / � � � � � I � � ., ,.;; / ��,,y , . , , - � �..�I�_�II�,_ � � � ,, � � � 5i�(�-� „ � � � �V � � � � �� " � � � � \ N I � / No. Submittal/Revision App'd. By Date �� � 9S ` ` \ \ �.:1.i���� ' ' �.1.r��--.r:t� ____ _ • . ' • ° 6 a .• a.e s .+ , /a. �� — \ ... //. \ 1j ��� r^ ' �.T••.r ... i: a a • • ' a a.,,! • . . ' / 1 _ \ • / �1 , •"z •++..':.,�: ;�1. �°.e: `.,.. .f. . ° I° � � � . � :i4,. '.. :. ,-/ . :.; ...:.:�~:�': ;..:. . . :• . . ..: :...: T .: . ":.+.. .•. . . •w:�•.�.M1: . . • '+� ' � / . . .,> . ,.:: L:.'.:�.;� .. CON ...., .., . . . • . . : . . • .. . .. , . O � I �� ,. I � w ., ��� � �� � , o � � , ;, . ' � � � , � , , ; ; \\ SHRUB PLANTER AREA ( ) • ; , � I I � ; I �, N � � � � � � � � � � � � � � � � � � %_��`` � o w � � � 1� ��� � � � _ � • I � � � \ v � �I I \ I �1 � W � °' 269 � �' � � � � ! � � �� J _� � � - - - � � Q L �� c� � � �1 i � .�"" .� ' _. � � — — — —� � � � � =� �� � � j ' 1 I ., � � � � � _ -�" / � � _. � . � N I ,..-�'�'� � , ."'1 a. , r, . ,� .-. � � � � � � � � � �. .. � � � � � � � � . �� � � � � � . . . z � ,.-� . ..�. � � . ./ / _. .. — — ..� ` . � . . .. .. � \ , ., �� . Q � ,--. ._ . . � i / � � � � �• � � � � � � � / � � , , % �' � ��' / / � ,� \ - � � LANDSCAPE PLAN � � _ _ � �' � \ �h / \ — � I � � \ � - z�o �n N w o � � � h _ z�s — � ��'" � �i � � � ����� � N� ��' � \ � � 277 � ,-��� � ` — ✓ � � s i � � o � � � ��p � � � }� y�y,� - — I � � �� Yl! �� � ��� �. 1 �,4 � N � � •� � � � � � � o � I � \ / I UNPAVED DRIVE � \ � � _ , W Q i � � � • � � \ 276 j,� <,� . / � � ' g Y: Y: Y: ' Desi ned B Drawn B Checked B Y � \ y7 2Jj� ' •° c. � � 269 RDT JTM JPR z � ' N� G 7 � � � �� 2�4 . : a: � � Issue Date: Project No: Scale: 1 a . .....`•>��.; � � � � �'� � � L l R � �_ _� � ° � � ���_� 2021-05-05 066193 1" =20' N N� E 276 � ./�� w o � \ • I. 274 �� ��R�-F Drawing No.: � � 274 274 " o 0 20 40 � � \ � � � � � � � � � � � � � � � � � � � � � � � � � N � � C 501 � .. 272 / Scale in feet � � � � > - � � � Drawing Copyright O 2020 NORTH AMERICAN GREEN S75 OR APPROVED EQUAL ON SUBGRADE, TEMP. SEED MIXTURE FILTER SOCK, SIZED Runthe"LogoAddress"Command From the Universal Ribbon Tab TO SUIT CONDITIONS. o�type��Cha_LogoAddress" W 50� DUMP STRAP � ��� PAVEMENT a Q WATER FLOW � INLET SIDE p ° � \ a 1" REBAR FOR BAG DUMP STRAP 3FT 6� � z REMOVAL FROM BASIN � �o PROFILE � FILTER COMPOST MATERIAL wATER FLOw � EXISTING � AS PER SPECIFICATIONS. �� � GROUND I I a <p 50' SEDIMENT SACK NOTES: WORK AREA o 1. SHALL CONFORM WITH TYPE V N OTES : N INSTALLATION DETAIL MANUFACTURED INSERT INLET PROTECTION 1 . ALL MATERIAL TO MEET MANUFACTURER SPECIFICATIONS. PER NEW YORK STATE STANDARDS AND z cn SPECIFICATIONS FOR EROSION AND SEDIMENT o a 20� EXISTING DUMP STRAPS CONTROL, NOVEMBER 2016. 2. ALL FILTER SOCKS SHALL BE 12" DIAMETER UNLESS N � PAVEMENT P,T�GA S 2. S E D I M E N T S A C K I S T O B E M A D E W I T H A I N D I C A T E D O T H E R W I S E. � A POLYPROPYLENE WOVEN MONOFILAMENT � a � �� �r�, a F A B R I C. 3. T H E C O N T R A C T O R S H A L L M A I N T A I N T H E C O M P O S T F I L T E R '� � ° ° 3. SEDIMENT SACK SHALL RESIST DEGRADATION BERM IN A FUNCTIONAL CONDITION AT ALL TIMES AND � � �` c�l� a DUE TO ULTRAVIOLET LIGHT, BE RESISTANT IT SHALL BE ROUTINELY INSPECTED. a a � a � AT GRADE PLACEMENT PLAN VIEW H =- � z EXPANSION RESTRAINT a ° TO SOIL CHEMICALS, MILDEW AND INSECTS. ,�, ,� �, � � � ° a 4. W H E N R E S T R A I N T C O R D I S N O L O N G E R 4. W H E R E T H E B E R M R E Q U I R E S R E P A I R, I T W I L L B E V �' � s� � � � o a a a a � o VISIBLE THE SACK SHOULD BE EMPTIED. ROUTINELY REPAIRED. %� � '� I ° a 5. TO REMOVE USE (2) PIECES OF 1" �j �°a's�. ,� � ° a � ` DIAMETER REBAR AND PLACE THROUGH THE 5. THE CONTRACTOR SHALL REMOVE SEDIMENTS �'C l�ti � ° � ° LIFTING LOOPS ON EACH SIDE OF THE SACK COLLECTED AT THE BASE OF THE BERM WHEN THEY 1. STONE SIZE-USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. �RI'ORATE� ° a TO FACILITATE LIFTING. 2. THICKNESS-NOT LESS THAN 12". BAG DETAIL ° , ° 6. TO EMPTY PLACE UNIT IN APPROVED REACH 1�3 OF THE EXPOSED HEIGHT OF THE BERM, 3. WOVEN GEOTEXTILE FABRIC WILL BE PLACEO OVER THE ENTIRE AREA PRIOR TO PLACING DISPOSAL AREA. PLACE REBAR THROUGH THE OR AS DIRECTED BY THE REPRESENTATIVE. oF sroNE. TYPICAL BERM FOR MINIMAL GRADES SHOWN. 4. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINEO IN A CONDITION WHICH WILL LIFT STRAPS ON THE BOTTOM AND LIFT. PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY CLEAN OUT AND RINSE SACK PRIOR TO 6. THE COMPOST FILTER BERM WILL BE DISPERSED ON FOR STEEPER GRADES, I.E. 2:1 SLOPES REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONOITIONS DEMANO allo PLACEMENT BACK IN THE BASIN. SITE WHEN NO LONGER REQUIRED, AS DETERMINED BY INCREASE BERM SIZE AS DETERMINED ON REPAIR ANO/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEOIMENT THE REPRESENTATIVE. SITE BY REPRESENTATIVE. sP���Eo,OROPPED,WASHED, OR TRACKEO ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEOIATELY. 7. INSTALL PERPENDICULAR TO FLOW. 5. PERIOOIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. X INLET CAPTURE DEVICE X FILTER SOCK DETAIL X STABILIZED CONSTRUCTION ENTRANCE NOT FOR SCALE: N.T.S. SCALE: NOT TO SCALE SCALE: N.T.S. CONSTRUCTION ,�� OF NEW r �,`P��PH P.RO,�-9���r * �o '� 8' MIN. 18" MAINTENACE NOTES: SEE ADJACENT DETAIL FOR 5/s" SMOOTH DOWEL x 18" LENGTH � � � � FINISHING REQUIREMENTS WITH 9" SLEEVE (SPEED DOWEL) 12" c, � �� ' � nu coNCRE� 1. ALL CONCRETE WASHOUT FACILITIES SHALL BE ON CENTER (MIN. 15" FROM EDGES) JOINT SEALANT PER SPEC. i� -"�- z � �' � � � � � � � rnucKs LACK LETTERS INSPECTED DAIL.Y. DAMAGED OR LEAKING � `x`E`='°R� � �; SHALL oN �i� FACILITATES SHALL BE DEACTIVATED AND 6 x6 xW2.9xW2.9 REINFORCING � ,� „ VARIES o a °,0 0819g3 �� � � ANCHOR BALES IMTH WASHWT HERE REPAIRED OR REPLACED IMMEDIATELY. EXCESS MESH AT MID DEPTH EQ. � BACKER ROD R�FESSIONP� �2� 2,x2,x4, BACKGROUNO � � STAKES PER BALE N RAINWATER THAT HAS ACCUMULATED OVER ° ° ° a � � 10 MIL � ` o n�vnNizEo •u° HA R D EN E D C ON C R E T E SHALL B E PUM P E D T O � °� PREMOLDED JOINT FILLER Z POLYETHYLENE ~ O CHANNEL POST A STABILIZED AREA SUCH AS A GRASS ��� 8 � � IT IS A V10LATION OF LAW FOR ANY PERSON, UNLESS THEY ARE � . - ° a �� �� �o � � n ° ACTING UNDER THE�IRECTION OF A LICENSED PROFESSIONAL SHEETING � � FILTER STRIP. ��a � � �o � :� � � � � .. .� ..a �: 6 -5,000 PSI CONCRETE. SEE ENGINEER, ARCHITECi, LANDSCAPE ARCHITECi OR LAND ❑ ❑ '-. ���� �� ����� SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE °O � � 2. ACCUMULATED HARDENED MATERIAL SHALL BE ° � a ADJACENT DETAIL FOR CONCRETE N 1/2" JOINT SiAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING � � � � ~ �r,�sf, cRnoE � � � °� � � �°� � � ° � � �� � � �� FI N I SH I N G R EQU I R EM EN TS. cn Z SURVEYORRSHALLHSTAMP LTHE DOC MENi ANDC NC�LU�ENTHE en�s ro eurr o ; REMOVED WHEN 75% OF THE STORAGE ._ � � ¢ �.� � � m CAPACITY OF THE STRUCTURE IS FILLED. ANY � �� " w J NOTATION "ALTERED BY" FOLLOWE� BY THEIR SIGNATURE, THE � DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION Z � � OF THE ALTERATION. EXCESS WASH WATER SHALL BE PUMPED INTO •�8 SUBBASE MATERIAL � w EXPANSION JOINT NOTE: DOWEL NOT REQUIRED AT BACK � � � � � � � � � W SIGN SHALL BE PLACEO I OF CURB OR VERTICAL ELEMENTS. J � IN A PROMINENT LOCATION A CONTAINMENT VESSEL AND PROPERLY � I w AGGREGATE o � � ����^ �� �-�� ��-�� GEOTEXTILE STABILIZATION FABRIC N � cn � AT WASHOUT AREA 3. DISPOSEDO�FT�EFHAIRDENED MATERIAL //`�/`�/��/��/��/��/`�/`�/`/��/�/ � OFF-SITE IN A CONSTRUCITON/DEMOLION COMPACTED SUBGRADE AWCUT 5' O.C. OR AS PLAN WASHOUT SIGN LANDFILL. SHOWN ON PLAN 4. THE PLASTIC LINER SHALL BE REPLACED WITH NOTES: BROOM FINISH PERPENDICULAR TO �$��f 6" MIN IMBEDMENT EACH CLEANING OF THE WASHOUT FACILITY. THE DIRECTION OF WALK � 81NOING VNRE (TYPICAL) 5. INSPECT THE PROJECT SITE FREQUENTLY TO 1. EXPANSION JOINTS TO BE PLACED BETWEEN ADJACENT SLABS, AT BUILDING LINE, ° a °� � .o � � 30"t ENSURE THAT NO CONCRETE DISCHARGES ARE , �. �_�� `_�_ TRAW BALE (TYPICAL) 24" MIN EXISTING GRADE TAKING PLACE IN NON-DESIGNATED AREAS. AT CURBS, AT ANY PENETRATING STRUCTURES/ELEMENTS, and MAX. 20 -0 O.C. PREMOLDED EXPANSION JOINT _�. (SEE ADJACENT DETAIL). OR CONTROL JOINT ° T��y� rF � � . .. � . .. �.a �I 1 1 OI 0 MIL 2. LOCATE CONTROL JOINTS AS SHOWN ON PLAN. � � ° ° � 0000qoa � � POLYEiHYLENE �- _ ��a��o� 3. FINISH CONCRETE WITH A BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. � v SARATOGA SPRINGS °��- - � � sH�nNc � EXPANSION JOINTS TO OCCUR 20 O.C. MAX �� � - - - - - 4. REINFORCING SHALL BE 6"x6"xW2.9xW2.9 1/4 JOINT FIRE STATION #3 s�o��a � �IVOOD STAKE (TYPICAL) 5. WHERE CONCRETE IS TO BE COLORED USE CHROMIX ADMIXTURE FOR COLOR CONDITIONED & AT ALL CURBS, WALLS, & VERT. ELEMENTS, ���T� - CONCRETE BY SCOFIELD OR APPROVED EQUAL. BASIS OF DESIGN IS C-32 QUARRY RED. OR AS SHOWN ON PLANS HENNING ROAD s• MIN OEPTH � 6. WHERE CONCRETE IS TO BE STAMPED USE 90' HERRINGBONE PATTERN (SEE SPECIFICATIONS) SCORE f CONTROL JOINT SARATOGA SPRINGS, NY AGGREGAiE ALL AROUNO TYPICAL SECTION � X CONCRETE WASHOUT AREA X CONCRETE SIDEWALK X CONCRETE SIDEWALK FINISHING AND JOINTS � SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. � m � > � ~ FACE OF CURB 6" 6"x18" SLIPFORM � � 1��" ASPHALT TOP COURSE ITEM 402.127203 CONCRETE CURB � � �� 1�2" R No. Submittal/Revision App'd. By Date � � 3 ASPHALT BINDER COURSE. FINISHED GRADE � _ �, ' ITEM 402.19793 6" TYP. UNLESS � ,, �, � OTHERWISE NOTED � � I � '�("���ph �12" SUBBASE MATERIAL. ITEM 304.12 ON SITE PLANS o � i w �- �--WOVEN GEOTEXTILE FABRIC � � �����%��:\�%��%�%����%����%�G� - c� � \,�\,�� , �\, COMPACTED SUBGRADE Z � / °�' O � � �� w �UJ _ � �Ul H c� � p W 0 0 0 0 � � HEAVY DUTY ASPHALT PAVEMENT �� N � NYSDOT � � � � � z � X SCALE: N.T.S. �" o TYPE 2 � o 0 0 0 � MATCH PVMT. � � a SUBBASE SUBBASE DEPTH Q � „ „ � o MATERIAL � o 0 0 0 �o OR 6" MINIMUM z � TRANS�T�oN c�Rg =���_���_���_���_���_���= DETAI LS w o TAPER CURB TO 11=111=111=111=111=111=1 4" MIN o \ COMPACTED SUBGRADE FLUSH WITH GRADE o � NOTES: � � FINISH GRADE 1. CURBS TO HAVE CURING COMPOUND APPLIED AFTER PLACEMENT. o � 2. DO NOT BACKFILL FOR 3-4 DAYS AFTER PLACEMENT. o �, _ � o ii c° 6'-0" (TYP.) OR; � � ii AS SHOWN ON PI�AN o � ,� i Designed By: Drawn By: Checked By: i � '--- i Y ,� -----___ i RDT JTM JPR } � -------� X CONCRETE CURB DETAIL IssueDate: ProjectNo: Scale: � � SCALE: N.T.S. 2021-05-05 066193 1" =20' � NOTE: SEE CURB DETAILS (THIS SHEET) � N � � TRANSITION TERMINATION CURB Drawing No.: � � X � � SCALE: N.T.S. � � C-601 � � � _ � � � HYDRANT LEAD DrawingCopyright02020 6" M.J. HYDRANT LENGTH AS REQUIRED ALL ITEMS DISTURBED TO BE RESTORED TYPE A BLOCKING TYPE B BLOCKING (HEAD ORIENTATION 6" M.J. TO FULL LIMIT OF DISTURBANCE FOR 11 1 4' & 22 1 2' VERT BEND FOR 45' VERTICAL BENDS M.J. RETAINER MAIN AT THE CONTRACTORS EXPENSE ``� � �' ``� J N AS REQUIRED) GLAND (TYP.) VALVE �w ZN oY m Y� ^ �c� �N oY m v* ^ � Z 2 m W �p V�=N W Z� Z 2 �p �� =N W �Z� Run the"Logo Address"Command � �� W U W �O W V L�O W From the Universal Ribbon Tab M.J. ANCHORING TEE O.D. + 3 -0 r.�z J� �J w cnz oc�w '-'-'� �� '-'-' N`-'= �-� I I- -I � �-� BACKFILL WITH N" �w �°0 ov oZ � N� �m �� o� ��� ortype��Cha_LogoAddress" �o Q -I � I- -I � i- SUITABLE MATERIAL a �o �� �v �Z a o� ��-oov =Z REQUIRED BEARING AREAS & DIMENSIONS ;- �� W o0 o a� w �o 00 o a� w FOR CONCRETE THRUST BLOCKS ' I I- -I � � Z� `" � � Z� `" � � PIPE TEE(See Note 5) 90'(1/4)BEND 45'(1/8)BEND 2-1/2'(1/16)BEND 11-1/4'(1/32)BEND NIPPLE WITH M.J. I I II �� I E IZONE BEDDING 4" 11 1/4' 8 2•0 3 4" 1.6 4�� 29 3.1 SIZE AREA Dimen. AREA Dimen. AREA Dimen. AREA Dimen. AREA Dimen. RETAINER GLAND HYDRANT RESTRAINT SLOPE TRENCH I I- I D BACKFILL 22 � 2� 16 2•5 � 6" 59 3.9 (IN.) Sq.Ft. x � Sq.Ft. x � Sq.Ft. x � Sq.Ft. x � Sq.Ft. x L REGION ROTO-RING GLAND AS REQ'D " „ 11 1 4' 16 2.5 „ �� �� =I I •D. + 24 MIN. 6 � 3/4 1.6 8 102 4.7 3/4 1.6 3 & 1.4 1.Ox1.5 2.0 1.Ox2.0 1.1 1.Ox1.5 0.6 0.5x1.5 0.3 0.5x1.0 PLAN I I I I 22 � 2 32 3'2 10" 154 5.4 - 111/4' 28 3.0 „ 12 2186.0 6 3.2 1.5x2.5 4.5 2.Ox2.5 2.4 1.5x2.0 1.2 1.Ox1.5 0.6 1.5x1.5 4' f MIN. - „ 22 1 2' S5 3.8 �� ' 8 3/4 1.6 g 5.7 2.O x 3.0 8.0 2.O x 4.0 4.3 2.O x 2.5 2.2 1.5 x 1.5 1.1 1.O x 1.5 14" 292 6.6 7 8" 2.2 I I I-- ----� ,-I OPTIONAL EXTRA BEDDING AS „ 11 1/4' 42 3.5 „ 16" 378 7.2 12 12.7 3.5 x 3.5 18.0 4.0 x 4.5 9.7 2.5 x 4.0 5.0 2.0 x 2.5 2.5 1.5 x 2.0 REFER TO PLAN I I I I I I I I ' ORDERED BY THE ENGINEER 10 22 � 2. 83 4 4 3/4 1.6 „ 1 1/8' 3.7 14 24.6 6.0 x 4.5 24.6 6.0 x 4.5 13.3 3.5 x 4. 6.8 2.0 x 3.5 3.4 1.5 x 2.5 , ,. FOR LOCATION UNDISTURBED MATERIAL PIPE „ 18 478 7.8 2 -6 f MIN. �2„ 11 1/4' 60 3.9 3/4 1.6 20" 583 8.3 1 1 4' 4.6 16 50.0 6.0 x 8.5 50.0 6.0 x 8.5 27.0 5.0 x 5. 13.8 3.5 x 4.0 6.9 2.5 x 3.0 OR AS SHOWN ON PLAN FLUSH WITH PAVEMENT 22 � 2� 118 4•9 � $ 2•2 24" 832 9.4 1 3 8' S.7 OR 1' IN GRASSED AREAS „ 11 1/4' 81 4.3 / „ 24 72.0 8.0 x 9.0 72.0 8.0 x 9.0 39.0 5.0 x 8. 20.0 4.0 x 5.0 10.0 3.0 x 3.5 BREAK � X T Y P I C A L T R E N C H D E T A I L 14 22 ' 2' 1 5 8 5.4 ' $ 2.2 11 1/4' 104 4.7 7/8" 2.2 � A P I P E FLANGE �'-6" S C A L E: N.T.S. �g" T O GA FINISHED GRADE 22 1 2' 205 5.9 1 1 8 3.7 SIZE �P' 'sA 60 KSI THREADED �$„ 11 1/4' 131 5.1 7/8" 2.2 ROD SIZE AND PIPE SIZE � ,�,�� �j� 22 1 2' 257 6.4 1 1 8 3.7 EMBEDMENT DEPTH �pTM A � ,` � \//�//�//�// //�//� / / / / / / // // //�/ AS PER TABLE UNDISTURBED U, /�� ��/�/� .�/i /� /� /� /� ��// /i, i. \� � \ � 20„ 11 1/4' 161 5.4 7/8" 2.2 � AS REQD. ROCK OR EARTH �+ __ _ % � TRENCH OR % � ••,:• - � � BURY AS REQ'D 22 � 2� 316 6.8 1 1 4 4.6 _ � � ,� „ 11 1/4' 229 6.1 1" 2.9 :' �'" = a' .� POLYETHYLENE �' S -0 MIN. 24 22 1 2' 450 7•7 1 3 8 5.7 � . v ' �� OR BUILDING VALVE BOX � z ,� �'��� ' � 3000 PSI .. ;. .•• %" '. :, 1 . i � 1 I N G R A S S E D D U C T I L E � � C O N C. T H R U S T ' �°a's � ' PAPER (TELESCOPIC �n � FINISHED GRADE � AREAS OR FLUSH IRON PIPE + ��� ,'' .: D=DEPTH BLOCK j� � �ti`' DRAIN PATTERN) 3000 P.S.I. CONCRETE � WITH PAVEMENT THRUST B OCK XTE 3000 PSI CONC. LENGTH L C�RpORATE� 1 C R U S H E D S T O N E 6" M.J. THRUST BLOCK TYP. C.Y. MIN LENGTH L THRUST BLOCK � � A VERTICAL BEND � A STANDARD A VALV �;��%��!%%% � � , � � � � ��, TEE SECTION A-A BEND �� ., ��,�����i��i�%,, i���i��,,,�i�.�ii��% �� ; ; a. ��� a � CURB BOX EXTEN. 3000 PSI CONCRETE a a a � � � � O a a %/j TYPE WITH ARCH THRUST BLOCK (TYP.) ° a � - - ° i� PATTERN BASE AND THRUST BLOCK DETAILS ,\ a _ Z a a \j/\ 5' MIN. STATIONARY ROD) X SCALE: N.T.S. � ° aaa � - a a . a e � \� a"° a ° � a /\��� //\ a //\// ��\/��//�//i�/i�/i�/i�/i� /��\���\/���\/�/\/�//�/\�/\/�/\�/.� �\\��\\/ COR P OR A TI ON N OT F O R M.J. ANCHORING PIPE - CLOW STOP M.J. ANCHORING TEE CONSTRUCTION F-1216 OR APPROVED EQUAL UNDISTURBED URB STOP MATERIAL �, ELEVATION ,�� OF NEW r U IN ,`p� �PNP.Rp,� �'A NOTES: (TYPE K) SOLID CONC. � � � � 1. PROPOSED LOCATIONS OF HYDRANTS TO BE FIELD LOCATED BLOCK OR C.I. * �o ti (PAINTED) AND APPROVED BY OWNER AND ENGINEER PRIOR WATER MAIN FOOT PIECE AS REQUIRED ` �� , � TO INSTALLATION. � ' � �n� �ek�E�s,oR�� �; �,0 081993 ��'� X HYDRANT AND VALVE ASSEMBLY INSTALLATION DETAIL X WATER SERVICE PIPECONNECTION DETAIL R�FESSIONP SCALE: N.T.S. SCALE: N.T.S. FRAME & COVER, PER PLAN IT IS A V10LATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE�IRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECi, LANDSCAPE ARCHITECi OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE �j�� �� �� �� � �j/�j/��j�� �� SiAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECi, LANDSCAPE ARCHITECi OR LAND SURVEYOR SHALL STAMP THE DOCUMENi AND INCLU�E THE NOTATION "ALTERED BY" FOLLOWE� BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. GRADE RINGS (20" MAX.) (8" MIN.) � .�: . .a • •' � .Y 30" DIA. � MANHOLE STEPS, � � � � FRAME AND GRATE/COVER PER PLAN 12" O.C. MIN. ADJUST TO GRADE WITH SOLID COVERS - EMBOSS "STORM" PRECAST CONC. GRADE CONE SECTION RINGS 4" MIN., 12" MAX. MORTAR FRAME AND PRECAST TYP. M.H. JOINT e GRADE RINGS CITY OF SARATOGA SPRINGS FLAT PRECAST CONCRETE FIRE STATION #3 COVER (CERTAIN 4' �iA. MiN. HENNING ROAD STRUCTURES DO NOT COORDINATE SIZE, LOCATION SARATOGA SPRINGS, NY REQUIRE TOP SLAB) AND SHAPE OF OPENING WITH CASTING MODEL, PIPE RISER SECTION LOCATIONS AND STRUCTURE N PRECAST CONCRETE RISER ORIENTATION SLOPE TOP OF BENCHWALL 2" o SECTIONS PER FOOT - STEEL TROWEL � SMOOTH ALL AROUND SIZE PER PLAN 6 MIN. m MANHOLE STEPS 12" O.C. " TYPICAL CONNECTION �, BASE SECTION ... J PERU��T'b��FOR PIPE INVERTS, �� a.� � qTIONS AND ANGLES 6 MIN. � � ALL AROUND � � � � No. Submittal/Revision App'd. By Date � � PRECAST CONCRETE � = INTEGRAL BASE SECTION PIPE 5" MIN. I N VER T \\��\\��\\��\\ � „ , CHANNEL DEPTH ��j� � � �,�� ; �j��y 0.8 PIPE DIA. O.D. j��j 3' MAX. TO FIRST JOINT o� � ��i,/ 12" SUMP /, /��\/i�/j.. ' SEWER ���/���%�/. � \ �` `� 12" MIN. TYP. \ ' SUBBASE PIPE INSTALL NONWOVEN ao NON-SHRINK ! � � � GROUT 12" MIN. ON EARTH GEOTEXTILE, MIRAFI 600X, w � j ,� 6" MIN. ON ROCK OR EQUAL _ ° �/��i, i\�i\�i\�i\�i\�i\�i\�i\�i�i\�i\�i\�i\�i\�i\�i\�i���/� � i � � � 0 � � 12" SUBBASE MATERIAL GEOTEXTILE STABILIZATION FABRIC z � � Q N � � X STORM DRAINAGE STRUCTURE X PRECAST CONCRETE MANHOLE DETAIL DETAILS � � � � SCALE: N.T.S. SCALE: N.T.S. �, N w o o N I � � � o � / � 0 o -� o �, � � � o � � o � Designed By: Drawn By: Checked By: i � �' ,�, RDT JTM JPR � � zN Issue Date: Project No: Scale: � � 2021-05-05 066193 1" =20' � � N � � Drawing No.: o � � � � � C-602 � � � _ � � � Drawing Copyright O 2020 1/8" THICK GALV. STEEL SITE SIGN TABLE REFLECTIVE SIGN PANEL SIGN DESCRIPTION M.U.T.C.D. HGT. TO BOTTOM Runthe"LogoAddress"Command TYPICAL PARKING SPACE N�• N0./SIZE OF SIGN From the Universal Ribbon Tab ortype"Cha_LogoAddress" 4" WHITE STRIPE A STOP R1-1 GALV. STEEL FLANGED CHANNEL 30"x30" �' SIGN POST. WEIGHT: 2 LBS/FT. SIDEWALK (WHERE APPLICABLE, PUNCHED FULL LENGTH W/ 5/16" R�� �g� SEE LAYOUT PLAN) SHEAR BOLTS. B P�� R7-1 � � 12"x18" 5 0 SIGN LOCATION (TYP.) �n VAN P7-8A �* Q 6 ABOVE GRADE FINISH GRADE, SURFACE � ACCESSIBLE �g"xg" 5 TO BOTTOM OF SIGN MATERIAL MAY VARY. � ) (SEE NOrE 5) � COLOR BLUE Q, FOR HANDICAP I NO � SPACES. X "RESERVED PARKING" SIGN — — PARKING „ „ , � I I I I I I I I I I I I I I D IN ACCESS (12 x18 ) 5 - 12"x18" (TYP) - — q�S� I—I I I I I I= zpGA X "NO PARKING" SIGN oo -I I I =_ DRIVEN POST ARKIN �4,��' 'sA�j I - 12"x18" (TYP) � I—I I I — E INAISLES (12"x18") 5' � � � p „ ��� � =I I I I=I I�UNDISTURBED SUBGRADE � ` 4 BLUE STRIPE 18 I—I I I I I I— � _ ` � 24" O.C. ����� � � I� � ���� rvo =- � ARKIN �, ,� • .� — I—I I I E INAISLES 112��X18��� 5� v = a� � �\ . � ,i PAINT HANDICAP -� I I I I 1- � � ;` :, • ` o �� 1 . °' � SYMBOL WHITE I p t� •�� ,�� • BACKGROUND 18" "RESERVED PARKING" SIGN NOTES: C�RpORATE� 1� X 12"x18" (TYP) & — ��VAN ACCESSIBLE�� SIGN 1. ALL MATERIALS AND INSTALLATION SHALL CONFORM TO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES „ 12��x18�� (TYP.) (MUTCO), LATEST EDITION ANO NYS DOT SIGN DETAILS (UNLESS NOTED OTHERWISE). 4 BLUE STRIPE (TYP) 2. ALL SIGNS SHALL BE MIN. 18" OFF EDGE OF PAVEMENT / SIDEWALK / BACK OF CURB OR AOBE. NOTE: 3. U—CHANNEL POSTS TO BE USEO FOR ALL SIGNS WITHIN RIGHT—OF—WAY AND SHALL BE DRIVEN INTO GROUND. ALL DIMENSIONS TO CENTER 4. "VAN ACCESSIBLE" SIGN TO HAVE WHITE LETTERS ON BLUE BACKGROUND. OF 4" PAVEMENT STRIPING. 5. WHERE TWO SIGNS ARE TO BE INSTALLED ON ONE POST, THE BOTTOM SIGN SHALL MEET THE MINIMUM HEIGHT REQUIREMENTS. 6. ALIGN PARKING SIGNS WITH CENTER OF PARKING SPACE UNLESS OTHERWISE SHOWN. NOT FOR X ACCESSIBLE PARKING SPACE& TYPICAL STRIPING DETAIL X SIGN POST INSTALLATION DETAIL CONSTRUCTION SCALE: N.T.S. SCALE: N.T.S. ,�� OF NEW r *,`Po��PN P.R0,�,9,�,,��r TREE WRAPPED TO 8" ABOVE HOSE � ,,, � � SAME ASOAT NURSERY � p :�- ; � w ek�E�s,oR � PRUNE BUT RETAIN NATURAL FORM OF �a 0819g3 �z � 3" SHREDDED HARDWOOD MULCH TREE DO NOT CUT LEADER AR�FESSIONP� 0 � . , SOIL SAUCER (SEE NOTE 3) � ATTACH 1/8" GALV. STEEL CABLE TO STAKE NOTCH STAKE TO RECEI VE IT IS A V10LATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE�IRECTION OF A LICENSED PROFESSIONAL ' CABLE. ENCASE WIRE AROUND ENGINEER, ARCHITECi, LANDSCAPE ARCHITECi OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE ' TRUNK IN REINFORCED RUBBER SiAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING . :.�-::; . '°'' ' GRADE ,:.,,,�;:::,: . :���:'-+�:••�.^'�:'.;'. ENGINEER, ARCHITECi, LANDSCAPE ARCHITECi OR LAND RUBBER HOSE SURVEYOR SHALL STAMP THE DOCUMENi AND INCLU�E THE �:=_.:;::::;�:::::::�_:��;:::,.-a:-. =;-._.;>�.�-.:,<,�:......:.... . :. ..... .::,:...,.:..... HOSE. SECURE ALL ENDS OF CABLE .,�:-,.......,.,,:.:..::: ::.�« .... . ...::...:..:::::..s;-:�••:;::;;;::::�:::.;:�::::.::;.,.:.,.. ..,:::-:a:,...:;;:;,.:..:,....�;.:..,i::;'.;•`:�:;.:,. NOTATION "ALTERED BY" FOLLOWE� BY THEIR SIGNATURE, THE .:,,::��:::.=....,_,.:,.., ..,.. ::: ROOT BALL`'�:<:'.';<;:.::=;:;_;,.,,.`;��;�=:. :->;:;>;�.;:;�.:,:.:: FRICTION GUARD ��j�//�//j ;';�V;::;;;: - ;c��{,.: \// // /// �� WITH GALV. CLAMPS. DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION � �•�:�`;�';'?:,., �z:�?'� \ 6 TOPSOIL OF THE ALTERATION. �i/\\_;�, 4" GALV. TURNBUCKLE � STAKES BETWEEN 1/3 & 1/2 ��"� �� AT EACH CABLE HEIGHT OF TREE DRIVEN OUTSIDE ��/i��//�����// //� AMENDED PLANTING BACKFILL, SEE ROOT BALL THREE STAKES PER SPECIFICATIONS � TREE AT 120' SPACING) MINIMUM 12" OR �� DIAMETER OF ROOT 3" SHREDDED HARDWOOD MULCH BALL. WHICHEVER IS GREATER FINAL GROUNDLINE SAME AS AT 4"-6" EARTH SAUCER COMPACT SOIL UNDER BALL TO PREVENT NURSERY SETTLEMENT (10" MINIMUM) NOTES: COMPACT SOIL UNDER ::..�............ ............. ......�..� � :y BALL TO PREVENT ,� „ �� ITY F 1. PLANTING SOIL MIX IN INDIVIDUAL PLANTING HOLES OR CONTINUOUS BEDS; SEE SETTLEMENT �� � 24 �% SARATOGA SPRINGS SCHEDULE OF SOIL AMENDMENTS IN SPECIFICATIONS. � �i FIRE STATION #3 � : �, AMENDED PLANTING BACKFILL, 2. AFTER PLACEMENT AND ROTATION OF SHRUB REMOVE ALL ROPES FROM ROOT 12" �� :::�'-�::���:;���<�� ; SEE SPECIFICATIONS HENNING ROAD BALL AND CUT AND REMOVE TOP OF BURLAP. COMPLETELY REMOVE BURLAP SUBGRADE � � :��i��i ��1��!! 12" SARATOGA SPRINGS, NY IF IT IS MADE OF SYNTHETIC MATERIAL. NOTES: 3. DELETE SOIL SAUCER AROUND EACH SHRUB IF CONTINUOUS BED. PROVIDE N NEAT TRIMMED SOIL EDGE AT CONTINUOUS BEDS AGAINST LAWN. WHERE PLANT 1. AFTER PLACEMENT AND ROTATION OF TREE REMOVE ALL ROPES FROM � BEDS ABUT CURBS OR WALKS MULCH SHOULD BE FLUSH WITH TOP OF CURBS ROOT BALL AND CUT AND REMOVE TOP 1/2 OF BURLAP. COMPLETELY � AND EVEN WITH WALK SURFACES. REMOVE BURLAP IF IT IS MADE OF SYNTHETIC MATERIAL. m � 4. PRUNE BROKEN CANES AFTER PLANTING 2. SET TREES STRAIGHT AND PLUMB. � � � � X TYPICAL SHRUB PLANTING DETAIL X DECIDUOUS TREE PLANTING AND STAKING DETAIL �, � SCALE: N.T.S. SCALE: N.T.S. No. Submittal/Revision App'd. By Date � � 0 � - � T � � � � o � � �,i w � o � � � � i � � � � w � w � _ � � � i � 0 � i � � � � z � � Q N � � z � DETAILS � � �, N wo oN � � � � o � � � 0 o � o � � � � o � � o � Designed By: Drawn By: Checked By: i � �' ,�, RDT JTM JPR � zN o Issue Date: Project No: Scale: � � 2021-05-05 066193 1" =20' � � N � � Drawing No.: o � � � C-603 � � � � _ � � �