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Home My WebLink About20200090 Buff Road Subdivision Map II I I _ I / Lead Consultant: ��,�,c� 1��' � � � � ---1-- �- � z,e �l�m,�-�,��-�,s��-�, ' I / _ m� / � � � � �'f� � '��6' � / / �- � / PLANNING / DESIGN / LANDSCAPE � � _ - `� �� ARCHITECTURE , PLLC � � � ' ' � - - � \ �� ^� � � 1 8 D I V I S I 0 N S T R E E T (23.70') > (30.00') � ( STUDio 304 I N E W Y 0 R K 1 2 8 6 6 � � % � � A �o �� S A R A T 0 G A S P R I N G S �/�, /�� f \ �- � � � \ /� � 518-306-3702 / / \ i � � \ \ / � s � � i � / � � � \ � � - � / � � /� ' I Project Engineer: � � � � � � � y� - - / �- \ \ � / � \ \ � �' � � � - � � � � � � � . . \ � � � � � � � . � / � \ \ _ / ,_ -� � � � � � I / � - - SL � � � \ - i � / � � � � � �__� .A j� � • • � � � � / � � � � � �� ' � C� � / KB ENGINEERING& CONSULTING PLLC � � j� / \ � � � � � � � � � �l 1 \ � � � � � 89 KINGSBURY ROAD � / � A � � � � Bi.7RNT HILLS,NEW YORK 12027-9432 � � / � � � � � � � � � � �o � - � .� � 518-669-4091 � � �.r �.r x / I � \ \ \ � \ \ \ Zoll��1l�� L� ��T,� T��lL�- ' Project Surveyor: , / / / - - _ _ � \ � � (W�"ST O� TR�' A��I) BOLSTER AND ASSOCIATES C � � � � ' PROFESSIONAL LAND SURVEYORS / � � \ \ \ � � � � � I 342 Matin Street / / \ � � \ / H�cdson Falls, New York 92839 �� /`� � �o ' N ^ � � LOT 12 � � � , � � - - � � I � �� , , wEl� n / yS�� I � � � � � � _ _ � / � � �/ v� / / C � \ 1.�J4 AC RAIN GARDENS - \ � � / � ��V�� II / � (TYP.) � \ \ � �� - � � 6'7,�39 f SQFT � � \ � v�� v F � / a I / / o � S � SF ��F��, \ I \ � ��,c�,l d ��,�,m, � , � // ' � - _ � \ v � � SF - - _ � � � - � LOT 11 � � cN' � c� ; ' SF � SF F � � � \ a �� e �� '� / � ,� S - = � � SF � � �- o ', � -� o � S - � 51p ' - � 3.66 AC \ \ , � \ � I�� " � � ��` � \ 159,'738± SQFT \ �� T 13 , � / �= � PROP. HOUSE i', �� O MAP REFERENCES / 1.35 AC \ � FFE = 336.75 �, � � � 8 / � `. `V' 3�'� � / � � � � � 1 � � l 58,811 ± SQFT \ � / � � \ \ � � � L EXISTING CONDITIONS SHUWN WITHIN REV-CLUUD FRUM ' . � �- / �d , 332 _ � � \ � � � \ / FOLLOWING SURVEYS BY CORNER POST LAND SURVEYING, / \ / / �� PLLc: � _ - - - . � ��6 ° , � , `` / � � \'\ � / � . . , ' , � � �j 1.1. FINAL SURVEY FOR LOTS 13,DATED 3/13/2018. � � `� `- -- --------d- --- - -----� A� , `�i� � `�\� �� / , 1.2. FINAL SURVEY FOR LOT 14,DATED 9/10/2018. � � � 2 CAR � � 33 � � DRY WELL (TYP� � �� 1 1.�. as Bu1LT suxvEY EasEMENT DEDIcaT1oN&sEwEx, / I GARAGE � m / A� S < (SEE ENG. NOTE#2) � \ / � � �� M'�'I STORM&WATER FOR BUFF ROAD SUBDIVISI(�N DATED / � I Q � � � O� �` � -� � \ \ � �� -S` ioiizizoi�. � - _ _ L . , �'� � �, � � � ---�� Fi i.4. as BuiLT ca��IzawiNG��Bx-FiNaL-wTi4�� _� � � � �� p� �� I \ �� / / � � � , 3 . .� � O � � �� _ _ � // � � � i � ' I �° � �I � \ - "; - � _ - - - � / � � \ �� - I � ' \1 w r� _ / \ 1 z STORY � � 12" DRIVEWAY � / n ' � I - , HOUSE WITH S �S � , CULVERTS (PRIVATE) �� I�1 � _ �\� _ _ � WALKOUT BSMT. REGRADE s ��S I \ I � � (1 FT MIN. COVER) � _ � I � / I r_, 1st FLOOR / � � -ELEV.=337.6' v � I N � � � SITE (TYP) � � � � � � � � I I � - - �3�4� __ � � ; 335.10 ' PROP. DRIVE I � i � c� 1� �` -- � - - ��-�- �- ----------t ---- l-- �---�- �-� ---- - �- -_ _- � �---------------------- ---------- ---------------- -- - ------ -- � \ _ � W � � - T/� �� 2'� \ �� TP#4 `-�r, � \ � � ` - E ��1 �� V1 ��L� ��, I��, / I \� - - � - \ � � - - 33 332 ` - E � ��, , � � p E � � _C336 � � � � 329.00 � -�F � � O � - - � - � - � � - � - - '00 � Pe �� - ,� - ' - ' _ , _ , _ , � � �„T.� � /� I OT 15 �� LOT 14 � \ ` � � � � , � � � 1 I` 3.00 � I � \ � � IT IS A VIOLATION OF THE LAW FOR ANY � � 0.35 tTC� L 0.43 AC INSTALL CHECK � � � STONE CHECK i \ ~� PERSONS, UNLESS HE IS ACTION UNDERTHE DAMS TYP c� � ]� 1 DAMS (TYP.) � � I I� 15,400f SQFT� 18,754t SQFT � � i � DIRECTION OF A LICENSED PROFESSIONAL ENGINEERING NOTES: ��__ _ __�_ W � 1 � � � � � � , � i � -� � � --- VEGETATED SWALES ---� r------ � i � / ARCHITECT/ENGINEER, TO ALTER THIS DRAWING i i i i i � � �� ' � IN ANYWAY. ALTERATIONS MUST HAVE THE SEAL 1. THIS SITE PLAN IS INTENDED FOR THE CONSTRUCTION USE OF / i � i � �� i � SF �� SF -� � AFFIXED ALONG WITH A DESCRIPTION OF THE I � I i � � � � � � � � � T � � T � � � � � � � � � � � � - i- � CLEARING,GENERAL GRADING,LANDSCAPING,LIGHTING,AND � � � q� � � i i i � i i (� � , � , i� SF i �1� ALTERATION,THE SIGNATURE AND DATE. EROSION&SEDIMENT CONTROL. � � � �-jN i I ` i 8 / i ' � 336 , , L 0 T eJ � � SF �- , -SF i _ I � � �, �� f� � � � � l� � L O T '7 2. S E E D R A W I N G G 1 0 7 F O R D R A I N A G E S T R U C T U R E T A B L E.S E E � i 3 2 7.0 0 � � i 331.50 \ � L O T � 0 � I � �.4 4 A C � i 3 3 2 i I I � P r o j e c t T i t l e: � � � � � � LOT 8 � � � DRAWINGS G501 TO G503 FOR DRAINAGE STRUCTURE DETAILS. C � �i i i i �.�''� ��'' ' Buff Road � I I I 1 I O G L � I I I 1 �I I � I 3. PROPOSED HOUSE FOOTPRINTS ARE 1,OOOf SF TYPICAL,AND � � W i I i ^ T�� 3-FT WIDE STEPPED 0.51 AC i i 1�,350± SQFT "i'� - -i 0.6 0 A C � i + � I� coNCEPTUaL�NNaTU�. � � , � i 331.00 � � I � � 24,600_ SQFT , � - � � \ � \ � 2 STORY � , SAW CUT. INSTALL i i i i �,� � � ; � ' �� I� �2 CULVERT. 22,564± SQFT , � 26 250f SQFT � - S u bd � �/� S� 0 n 4. EXISTING VEGETATION ON ALL LOTS WITH PARTICULAR � � , HOUSE 330.50� � � 1 O WIDE UTILITY - � , � � t RAIN GARDEN � , , 1st FLOOR � � REPLACE IN KIND � � EASEMENT TO CITY OF ;� ; � I REGARD TO THE PERIMETERS ARE TO BE PRESERVED TO THE � � � (TYP.� } i i ELEV.=333.5' i � i i i i I i� Buff Road C�l of Sarato a � MAXIMUM EXTENT POSSIBLE WITHIN DEFINED LIMITS OF � - � �P' i II i I I 328J5 i I i I � SARATOGA SPRINGS (TYP.) I li c�1 I �N �- I � y g CLEARING.GRADING TO DIRECT RUNOFF FROM DEVELOPED � O HO SE '�� I , ' , ; � � _ � � � �, I Springs, Saratoga County, NY LOT AREAS TO PROPOSED RAIN GARDENS TO THE MAXIMUM I ' FF�- � I� � I I � �w I � I -� � I I EXTENT POSSIBLE. � d i i � GARAGE i i � i i � i i i _ � I - � 3�1.�� i � i I I AREA I i � , i � 332 � I� � � 5. SEE DRAWING G109 FOR SOIL TESTING INFORMATION ~ C � i S i \ GAR. FLOOR � � W PROP. HOUSE i i PROP. HOUSE _ i PROP. HOUSE i i PROP. HOUSE � � Sheet Title: m L\' i � i \ ELEV.=331.3' � � N � � -�� i I � I � � ,331.40�PR P. DRIVE FFE = 334.50 � FFE = 334.50 � �� FFE =333.00 � FFE = 333.00 f - - -- ------- --------- -� � -- - ��--- ------------J W � - ---- � � ---- - ---- �� - -- � �-- _ S ite PI a n I L- -� � _� NOTE: � � $ 54-FT OF 12" HDPE � \ 334 I 334 � I� . � TP#2 � � � I� 326 � �� @ 3.20% � 12" DRIVEWAY '.b INV �� o Grading, Landscaping L CONTRACTOR SHALL PROVIDE EXCAVATION PROTECTION AT � � � sIDE�v�Lx 1vE�x cB-� _ TP/PT#3� 324.00 I� 324 \ &\ � CULVERTS (PRIVATE) � T d ��N_v ' d Q� � �I � � � `� � s2s.00 - - -- � � � J-- y 334 l- / CX L� h .n , � � _ - . _ , ._� .; -:.. : �_... , ... : . _ . 334 332 _ .... .;, . . . . 332 � : . ,. . .. CO _ . ,. . .. . . , . .. • � . . . . . . . , . . . . . . . . .. . . . , . . . : : :. . _ . . . . - - . . . . . . . . . . f . . . _ . . _ . � . .. . 0 _ . .. . - 2 2 . . : . .. . . _ . _ _ . . . .. . . . _ . . . . . . . . . : . . : ._ : . _ . . . .. o . . : . . . � . . . . . _ . . . : . . _ _ . o . . .. z . .. . . . : . . _ -� _ . . . � . . . . .. . . : . . : . . .: . . � . . . . . .. .. : . . . ._ _ k ._. _ . . _. . . . _ . . _ . . . . . . . - - . . . . . . . . � . . : . . . . . . : . _ . - . . .. . - - � '" .' w wa �2„ P $ - . . , . . . .< _ . .. . . . : . ..• • -- . , . ., . -. . . . � y�. PB #11.002 n � � W � ,� . . . . . - • . . . . .. . . . .. . _ . .._ . _ . . .' -; • • �v 12 DIP �6 . � -. . •.. - � - - . �. • - . . . _ . i J 1�"J W� W \ 7 \4' ��,i �hi �, W W ' \ L4' \ L4' ,v .�.Z�>>D I P �h' �,�' '`�'GJ ��,� TC:324.99 TC� TC:325.08 Drawin LO BC:324.49 � �� BC:324.63 TC:324.77 TC:326.43 TC:3 J5 -, TC:329.9 TC:322.17 TC:333.02 TC:333.13 TC:333.10 , _ TC:333.04 TC:332.16 TC:332.99 TC:332.16 g g� �� BC:329.93 8� PV�C:331.67 BC:332.52 1 BC:332.63 BC:332.60 1'� `� BC:332.54 � � "B(�1,,�2.66 BC:332.49 BC:331.66 Rev. 08 REGRADE LOTS 13-15 & UTILITIES 12 D\P `�`� --� � BC:324.55 �„ Pv BC:325.27 BC:325.93 BC:327.75 ,' , DROP INLET TYP , w / EXISTING NEW 1 AN SAN SAN SAN SAN 1 JHIV \ SA 1 N SAN - N GT SAN SAN sAN - (SEE ENG. NOTE#2) - SqN SAN SAN 1 SAN ' DATE �H 02/17/2021 / vWALK ' WALK RAIN GARDENS (TYP.) � I 5' GREEN BELT (TYP.) �.__.' , -�� 1 GT � AC 30" CMP GT C�C O 'EJO,--'�, AC STABILIZED DATE 10/07/2013 � Pv� ST ST ST �T ST � � S T ST CONSTRUCTION -ST � sT ST ST ST ST ��S Rev. 07 CITY COMMENTS �h W 30" STOP SIGN � �� ENTRANCE (TYP.) - �P sP �'2, 8 ADJUST RIM TO (� � -- STREET LIGHTS(TYP) Rev. 06 CITY COMMENTS 5' WIDE CONC. -- , 328.25 (-12") � o , � . , � > o , a a o � o 0 0 o T o o DATE 07/12/2013 ' SAN SIDEWALK o.. - - ' , - �. '' , NEW INVERT IN: �- ' . . - �D / � � ° � o 0 0 , , o � � � - Rev. 5 SD/DOH/DOT COMMENTS o � o , a e o � ° � � ° ` 0 SC c o n c r e t , 327.00 � �� STREET SIGN , � DATE 04/08/2013 RIM 324.4' cas GAS � �As � `" �� ---, Ga Q' � � w- " � �' 5 WIDE CONC. � e s i d e w a k J. -r � , I�5��,,S S GAS C�S � S S �GAS p AS GAS GA � G S A �- G, SIDEWALK - �As GAS GA GAS GAS C�+S GAS �AS 5 WIDE CONC. ,s �GAS GAS GAS Rev. 04 AS PER LAND SURVEYOR REVIEW C VV l,l I'\ `a � � � � SIDEWALK DATE 12/26/2012 I N V. I N: 319.8 n " � � �� (�� Rev. 03 CITY COM M ENTS RIM 324.5' / , INV. IN: 315.6' � � � � � � � � DATE 11/02/2012 ��<�� ORG. SUBMIT DATE 12/29/2010 RIM 324.3 INV. OUT: 14.8' � � � INV. IN: 316.2 oinn �� n � � b�' � �' � r--� ��s ��n F� � RIM�32.7 � �� PLANTING PLAN DRAWN BY: - g•G• KEY QTY. BOTANICAL NAME COMMON NAME SIZE ROOT _ K g AS 5 ACER SACCHARUM SUGAR MAPLE 3" CAL. B&B CHECKED BY: APPROVAL: GT 5 GLEDITSIA TRIACANTHOS V. INERMIS THORNLESS HONEYLOCUST 3" CAL. B&B FILE: - aPPxovED u1vDEx auTxo�TY oF a xEsoLUT1oN aDOPTED Q� 4 QUERCUS COCCINEA SCARLET OAK 3" CAL. B&B �OB. NO.: - 10-008 (10007.00 KBC) BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. � DRAWING NO.: CHAIRPERSON DATE SIGNED 0 30' 60' C- 106 Drawing Scale: 1" = 30'-0" 8 of 16 New York State Department of Health New York State Department of Environmental Conservation City of Saratoga Springs Planning Board CITY PLANNING BOARD #11 .002 � W � LL LL PIPE INVERTS o LL wa wa � W � LL LL PIPE INVERTS = LL a a � m � � w w WW p p � m � � w w WW p p � � � DESCRIPTION a � a a p x x � � p DESCRIPTION a � a a o = = Lead Consultant: ENGINEERING NOTES: � 'z J ° � ° N = N � � 'z J ° � ° N = N � v~i LL INLET OUTLET N � � `� v~i LL INLET OUTLET N � � `� LO TS 1. SEE DRAWING G109 FOR SOIL TESTING INFORMATION CB#4 �&$ CONSTRUCT CATCH BASIN WITH FRAME&GRATE 331.00 NE 326.50 SW 326.50 0.0°/a 232 CB#8A BUFF CONSTRUCT CATCH BASIN WITH FRAME&GRATE 324.3 E 314.50 W 314.50 0.50°/a 15 � � 2. ALL INSTALLED PERFORATED STORM PIPES TO BE WRAPPED IN CONNECT TO CB#5 WITH 12"PERF.HDPE CONNECT TO PROPOSED STHM#1 WITH 36"HDPE - A FILTER FABRIC SOCK - CB#5 LOTS CONSTRUCT CATCH BASIN WITH FRAME&GRATE 331.00 NE 326.50 SW 326.25 0.0°/a 140 9&10 PLANNING / DESIGN / LANDSCAPE STMH LOT 15 CONSTRUCT 6"DIA STORMWATER INSERTION MANHOLE WITH 324.00 E 314.43 W 314.42 CONNECT TO CB#6 WITH 12"PERF.HDPE #1 FRAME&COVER A R C H I T E C T U R E , P L L C CONNECT TO EXISTING 36"CMP CB#5A BUFF CONSTRUCT CATCH BASIN WITH FRAME&GRATE 332.00 E 325.00 2.0°/a 18 1 8 D I V I S I O N S T R E E T CONNECT TO EXISTING STORM MANHOLE WITH 12"HDPE DW#1 LOT 13 CONSTRUCT DRY WELL WITH FRAME AND GRATE 328.75 S T U D I O 3 O 4 S A R A T 0 G A S P R I N G S CB#6 LOT 10 CONSTRUCT CATCH BASIN WITH FRAME&GRATE 329.25 NE 326.25 SW 326.25 0.0°/a 35 N E W Y 0 R K 1 2 8 6 6 CONNECT TO CB#7 WITH 12"PERF HDPE DW#2 LOT 12 CONSTRUCT DRY WELL WITH FRAME AND GRATE 329.75 518-306-3702 CB#6A BUFF CONSTRUCT CATCH BASIN WITH FRAME&GRATE 329.95 SE 327.10 1.0°/a 25 DW#3 LOT 11 CONSTRUCT DRY WELL WITH FRAME AND GRATE 329.75 Project Engineer: CONNECT TO EXISTING STORMWATER MANHOLE WITH 12"HDPE ■ ■ ` CONNECT STMH#1 TO EXISTING 36"CMP,INVERT OUT ELEVATION TO BE DETERMINED IN THE FIELD CB#7 LOT 14 CONSTRUCT CATCH BASIN WITH FRAME&GRATE 328.25 326.50 SE 322.00 0.0°/a 115 CONNECT TO CB#8 WITH 12"PERF.PIPE 327.00 NW ■ ■ KB ENGINEERING& CONSULTING PLLC CB#8 LOT15 CONSTRUCT CATCH BASIN WITH FRAME&GRATE 325.00 NE 322.00 SE 322.00 0.0°/a 120 89 KINGSBURY ROAD CONNECT TO PROPOSED STHM#1 WITH 12"PREF HDPE Bj.7RNT HILLS,NEW YORK 12027-9432 518-669-4091 Project Surveyor: � � ' vU ' � LU�l� 1 �..+ � ,��, BOLSTER AND ASSOCIATES �� 5�� PROFESSIONAL LAND SURVEYORS �� / N� g/ / � \ 1 .54 AC 342 Matin Street � / � � �/�� H�cdson Falls, New York 92839 � \ � ��,�'LC� � � �' � � \ - _ � 6'7,239 ± SQFT � v� / � v / I i / T O� / O � � � -� ��'L�,LC� ��,�,�'YL y� - ` - ' ' � LOT 11 �� ' � - A / �� < �`� � � ' / - - � � i � o ', �� -� o � -- � 3.66 AC ti � � � � � ' � � L�T 13 � °w#2 159,'738± SQFT �� , � �-= � �-= PROP. HOUSE � / � O / ' � � 1.35 AC � FFE = 336.�s \ � � i � �, � � 58,811 ± SQFT \' � � �� \ , / i .� \ I � - - � - , � \ o � i \ � � � � � � � i O ' \ i MAPREFERENCES � � '. \ �-------------�- -----------� / ,' � �' � � � 8 / 2 CAR I DW#3 r' � � � � � GARAGE � � � rCiy INV 333.50 � �� v� � L EXISTING CONDITIONS SHOWN WITHIN REV-CLOUD FROM � I� � - � � � ,�� 1'�� I �� FOLLOWING SURVEYS BY CORNER POST LAND SURVEYING, i / I � INSTALL 6° SANITARY �� \ I ' PLLc: �/ / 2+3 3 SERVICE AND STUB `'�st��'� � �� I I � 1.1. FINAL SURVEY FOR LOTS 13,DATED 3/13/2018. � � I � � AT R.O.W(TYP.� I 1.2. FINAL SURVEY FOR LOT 14,DATED 9/10/2018. i � � � �� 1.�. as Bu1LT suxvEY EasEMENT DEDIcaT1oN&sEwEx, / 1 2 STORY � r INSTALL WATER SERVICE \ � sToxM&waTEx Fox BUFF xoaD suBDIVIs1oN DaTED ' � � HOUSE WI TH S �S , ' � , CONNECTION WITH CORPORATION � � 10/12/201�. � � �� WALKOUT BSMT. �s ��s ' STOP PER CITY REQUIREMENTS � 1.4. AS BUILT CAD DRAWING"BR-FINAL-LOT14" \ � 1st FLOOR � s � I I �� I/ I - ---ELEV.=337-6� v _ 4 i I \ I I � -- - - - --�- -- ---- ------------- - - -��, � O j L PROP. DRIVE I � � ----------- � � � -------- --------------------- --------- / / TP#4 ` � E � E V � �� DRIVEWAY CULVERT DC#2 30 LF � _ � _ _ _ _ � _ _ _ � ` � E C OF 12" HPDE @ 0.5% (PRIVATE) '� � '� �, �� ,� � � � � - . ;� � I - - - - - - - - - - - - � � � � 0� T 15 LOT 14 � � � � � � Q v � 0.3�C I 0.43 AC � INV 333.35 INSTALL 4 DIA. � � � � � N / � I � � I� SANITARY MH#1 I I i � I [�] NOTE: �_ � 15,400t SQFT� 18,754t SQFT „ ~ � � INV 329.50 � - -- ---- , �----------------------------- � � ------------ � -- � I I � T �-------- � r-------------------------------� i � �---------- L CONTRACTOR SHALL PROVIDE EXCAVATION PROTECTION AT i / \� i � i � ; INSTALL WATER SERVICE ' ' ' ; i SIDEWALK NEAR CB77 � � ^ i � � IT IS A VIOLATION OF THE LAW FOR ANY u i i i � i CONNECTION WITH CORPORATION � � T �m � � i � PERSONS UNLESS HE IS ACTION UNDER THE � � / ' I ^ � STOP PER CITY REQUIREMENTS � � L 1 i i i i DIRECTION OF A LICENSED PROFESSIONAL � � � O \ i� I i ^/ � \ � i i i i i i L O T � i I rT1 ARCHITECT/ENGINEER, TO ALTER THIS DRAWING v �� / �i i � L O T � O � I � 0.4 4 A C i I i T �m Q i � � i I �1 I N A N Y W A Y. A L T E R A T I O N S M U S T H A V E T H E S E A L �= � � , � , INV 328.75 ; � � � � L 1 �J i O.5 I A C i AFFIXED ALONG WITH A DESCRIPTION OF THE - - � � / ` � � � o - ^ G T~ L � I 0.51 AC � I � 19,350f SQFT i I i i I � i � ALTERATION,THE SIGNATURE AND DATE. i � � � � � � � � ; ; ; ; 0.60 AC ; � 24,600± SQFT ; M'--'I �� -�/ � � i i I 2 STORY i \ � 22,564± SQFT i i i i i i „ � � Project Title: � � \ � ' � � � INSTALL WATER SERVICE CONNECTION � � , � , � / , , HousE 26 250± SQFT , INSTALL 12 PERF. HDPE � , , 1st FLOOR ' ' INSTALL 6" SANITARY ' ' � � � � IN STONE BEDDING @ � � B u ff Roa d , � i � � � , , WITH CORPORATION STOP PER CITY , , , o , I ��, I�� /� � / � PROP. i I i I ELEV.=333.5� I i � I � SERVICE AND STUB � I � REQUIREMENTS � � i I � 0.0/o SLOPE (TYP) ' I / O HOUSE � � AT R.O.W(TYP.) , , , , , ' � � �� ° �� ;/ � � d FFE = � � � I GARAGE v � � � � � � � � � ; Subdivision � � � � � ' � � 7� 331.�0 � � � � AREA I � � , � � � � � / � � c ; ; GAR. FLOOR � � PROP. HOUSE � � PROP. HOUSE � � PROP. HOUSE � � PROP. HOUSE � Buff Road, City of Saratoga O � m i i I ELEV.=331.3' I i � i PROP. DRIVE i i i i i I i � FFE = 334.50 FFE = 334.50 FFE =333.00 � FFE = 333.00 Springs, Saratoga County, NY � � � � � � � � � f - ------------ � � --� �T --J , - �_______ _� _ ____________� S ______� �______ _____� �__ I � � TP/PT#3 'b � � � � MAINTAIN 10' SEPARATION '-d P#2 �, � � � / � 54-FT OF 12" H DPE @ � � �R I M � INSTALL o ; I 8 3.20% INV 329.35 DISTANCE AS PER NYSDOH �-d , � � O � Sheet Title: REQUIREMENTS I d 10 IN. I N V 2 0 'b � � STORMWATER � � � , ___ _�_ _ _ \ (T P.) 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W VV UV � VV „o\P CB#8A I I CB#6A ,, � ,/ �CB#5A � � I ( � 0� � ) , , _, vv /�2 w / ,'" �`�� „ 8„ PVC ADJUST RIM TO �, , / 8 PVC � ,' �, � 8" PVC ,, � , SAN SA --�--- ! SAN SAN � �ATV SAN SAN SAN SAN AN \ S��.� ls SAN SAN SAN S J SAN ' PB $�11.002 � , � R 328.25 (-12 ) � p�C sPN ��__ 30" CMP , " NEW INVERT IN: ��'� �// �� ' ` // sT sT sT sT sT ��s g" sT sT � � INSTALL 6 SANITARY sT sT --- �h w 327.00 sT s Drawing Log: SP � SAWCUT& � � __ SERVICE AND STUB �P RELOCATE HYDRANT Rev. 08 REGRADE LOTS 13-15 & UTILITIES , REPLACE , .. , e> _ _ � , . � � � � o > o p e o F o IRE o D 8 AT R O W(TYP.) I REQU D DATE 02/17/2021 � sAN IN KIND � ' ING a a � V� p � � � �� p �. - . . -- o - .° � - o � o ° , e �'� � � o e o p o o Rev 7 CITY COMMENTS SLEEVE &VALVE ' D � � � . 0 RI ' �T� � ' � con cret (y (� � � - v � �� (�J (� � con crete sidewa k � SAWCUT& DATE 10/07/2013 M 3 2 4.4 �as �As � Q' GAS �� S GAS S � S S �GAS o AS GAS GA � G S A � GAS GAS GAS GAS GA GAS GAS C�AS REPLACE �s� GAS GAS GAS GAS GAS Rev. 06 CITY COMMENTS � � /� _ DATE 07/12/2013 INV. IN: 319.8 INSTALL 12" PERF. HDPE KOR N' SEAL CONNECTION r-+ �' � IN KIND �Q Rev. 05 SCSD/DOH/DOT COMMENTS RIM 324.5' IN STONE BEDDING TO EXISTING SANITARY � Q INSTALL 12" PERF. HDPE n (TYP.) � �� INV. IN: 315.6' @ � � IN STONE BEDDING @ � �-- � DATE 04/08/2013 RIM 324.3� INV. OUT: 14.8' 0.0% SLOPE (TYP) MANHOLE AS PER CITY � 0.0% SLOPE (TYP) � � � � � Rev. 04 AS PER LAND SURVEYOR REVIEW � REQUIREMENTS (0 ` RIMQ 32.7� � �� -+� � DATE 12/26/2012 INV. IN: 316.2' - w INV. OUT: 316.1 ' RIM 324.1 ' � RIM 328.8' � �' � RIM 329.5' INV.��I': 323.3' � Rev. 03 CITYCOMMENTS � INV. IN� �` cP IN V. IN: 316. O � . 323.0 , � DATE ii/oz/zoiz � INV. IN: 320.7 INV. T: 323.3 � I N V. OU T: 316.8' O� � I N V. OU T: 320.6' I N V. OU T: 317.9' � � � ORG. SUBMIT DATE iz/zg/zoio � n . � � DRAWN BY: - B.G. CHECKED BY: - K•g• APPROVAL: FI LE: - APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED JOB. NO.: - 10-008 (10007.00 KBC) BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. 0 30' 60' DRAWING NO.: CHAIRPERSON DATE SIGNED Drawing Scale: 1" = 30'-0" C_ 10$ 10 of 16 New York State Department of Health New York State Department of Environmental Conservation City of Saratoga Springs Planning Board CITY PLANNING BOARD #11 .002 BUFF ROAD SUBDIVISION - BUFF ROAD - SOIL TESTING INFORMATION: 20' PRIVATE SHARED DRIVE Lead Consultant: WITNESSED BY KURT BEDORE,PE AND LEONARD ALLEN OF M&J CONSTRUCTION ON 12/10/10 FROM � � Z I�."'a I I / � � ' � o � � �r`; c _, � / � Q � � � � � � � v � 8:OOAM- 11:OOAM. � � �- � � � y � w ' � �l ,' �� / � � �+ �o ,� � � , , � FIELD CONDITIONS: PARTLY CLOUDY, AIR TEMP+lOF. GROUND SURFACE BARE(NO SNOW). � i i y i , � `� ,�� , � ,� � � J ,� < �� ,' _ z' GRave� srrou��ER NOTE: ALL PERCOLATION TESTING PERFORMED PER THE NYSDEC STORMWATER DESIGN MANUAL � � �� o � �iy � � , i 4' TOPSOIL. SEED. � � a� ,�� , , y ,, o I �� I � � �� cnl AND FERTILIZER FALLING HEAD TEST METHODOLOGY AT AN ASSUMED DESIGN DEPTH OF 7 FEET P L A N N I N G � D E S I G N � L A N D S C A P E n � N � ,' , -r� TRAVEL LANE CTYP. BOTH SIDES� �� m�; = �" � � W �, � � ti � ��''/�, ,� 14� ARCHITECTURE , PLLC ��,. � �� cn rv ' c�° � � TP1: 30' O/S WEST EP OF BUFF ROAD AT FUTURE LOTS 3& 4 PROPERTY LINE �;'vi�� • J iI u� � o I i W I ,� �' ,p �4 , ASPHALT � � � D �I m � �� m � I � J , �c�'�� ,� 336 I PAVEMENT z, 0"-8" SANDY TOPSOIL 1 8 D I V I S I 0 N S T R E E T . Z � m D G� � � � � � ' /�7� � - � SLOPE 1/4' MIN. � 3' 8"-36"LOAMY FINE SAND S T U D I 0 3 0 4 `o . � �� I ,<� � � I i � �� N � ,' � � LP PER �OOT 1/PT MAX. 1' MAX 36"-90"TAN FINE SAND WITH SOME LOAM S A R A T 0 G A S P R I N G S N E W Y 0 R K 1 2 8 6 6 � �r m D I � I / � a —� � 518-306-3702 °� J �I � D G� a LcJ � ' i ��' � �,.—_�_ �& �'�`"-`�,�s"� � o \`�F� MAX 1' i � ,• / � W„ r� 3 ; �, � �, �� ,' , / � `� -�'`=�=� ` ��°°�"`` ' �°" �� 3- NO GROUNDWATER OR GROUNDWATER OBSERVED / � PT1: 1 DROP IN 32:00 � I 1 .J � W 4 � U�� \ ' \� � I I I�� vao _��// (i \ o0 0 � �� 30" STOP SIGN ��• � � S{EME � 3 / L �uv° � I \ SANITARY SEWER BURIED ELEG7RICA� � TP4: (LOT 13 FUTURE DRYWELL Project Engineer: � ."�• _ � � , � �� ` 1 ,..d PRovi�E swa�E sERvice TP2: (30 O/S WEST EP BUFF ROAD BETWEEN FUTURE LOTS 7 & 8) LOCATION � �YI � � � . : L ----- ---------- -- ------ 332 `33� Y � � � � � WATERMAIN O - g" SANDYTS » ) • � D - - -- - -- O GABLE TV O - IZ SANDY TS ■ ■ � 12"X6"TAPPING Z � � � � J �`� ; � :b I TELEPHONE WIT�HPAN APPROVED 5 ED/MULGH/ g"-24"ORANGE FINE SAND 12"-24"ORANGE FINE SAND ,f SLEEVE AND — 9 ' S � � O; W x - NaruRa� Gas FERTILIZER 24"-36"TAN FINE SAND 24"- 84"BROWN FINE � VALVE '•v — �� 332 � z � � � � 36"- 84"BROWN FINE SAND (CONSOLIDATED) SAND (CONSOLIDATED) � �� v �� w ; � � �n P I�I V A T E S I�A I�E D D I�I V E W A Y I�O A D S E G T I O N NO GROUNDWATER OR MOTTLING OB SERVED NO GROUNDWATER OR GROUNDWATER KB ENGINEERING& CONSULTING PLLC �� vsg ' �_ �j; s sss.�o �� N.T.s. OBSERVED 89 KINGSBURY ROAD � � � NOTE� SEE DWG. G-501 FOR SHARED DRIVEWAY TP3: �3O O�S WEST EP BUFF ROAD BETWEEN FUTURE LOTS 14 BL IS� Bj.7RNT HILLS,NEW YORK 12027-9432 �� l � ASPHALT DETAIL FOR PARKING LOT DRIVEWAYS „ � ,,- � � 33�.40 � {, 334 334 m ; -� 0 - 12 SANDY TS PERCOLATION TESTS AT TP/PT 1 & 3: 518-669-4091 ' � 3��L� ��S o99S � � � 12"-30"ORANGE FINE SAND SITE AVERAGE OF 1 FOOT IN 30 MINS OR 1 � '�� 330 332 335.10 � ' Project Surveyor: �•` INCH IN 2.5 MINS ��" 20' SH � �� 30"- 84"BROWN FINE SAND (CONSOLIDATED) o \ / ; / ___ _ ________ _____________ � BOLSTER AND ASSOCIATES DRIVE E MENT � � NO GROUNDWATER OR GROUNDWATER OBSERVED � STREET SIGN 332 � � � I , PROFESSIONAL LAND SURVEYORS I , , I � PT3: 1 DROP IN 40:00 342 Matin Street � `� .a'. � 334 � � � � �� -I H�cdson Falls, New York 92839 �' � � , . `'' ; , ' ` � �. c� � � � � . I �, y ,�^I^ � -�' . � � 4 �/��, p , � I v \\ \ \ _ / '� I � \ / I CO - � � � � � � � I I � � � I �� Zn � a� �V i z i `� cS� �� - 35' UTILITY EASEMENT 8 D � � � N � \ ,� \ I � r - � W , . � � . � � ,.� p � � O � ��, � �, �� I 20' PVT. SHARED DRIVE � - C�J � � �}1 y I , - �W ' `, �cp� � � I 340 MIJAS TRAIL 340 � II � - ; � _ � , � E SEMENT R R � W x I� � � 0 � � �, I ' - m ; �. I � � LI E � a D o � � � � _ � I ; '�, � , I � ousE � z � y ; , ��, � F E:333.50 � � � ; �� b `, 335 i P RCH 335 , � ��° _ � �� n � . � � � � , ��o� �. � /� E.G. --- - __ 20' PRIVAT]E S]FIARED DRIVE (1VI�JAS TRAIL,) yVIT]FI 3�' LJT�LITY ]EASElV1ENT , ---------- --- L—— ————— G]RAI��ED �0 OGA SP]R�NGS 0 30' 60' HORIZONrAL SCALE: 1" = 30' 330 F G 330 Drawing Scale: 1" = 30'-0" LOT 14 LOT 10 � SEWER AIN** 325 WATER MAIN** 325 346 346 ELEC.,T LE, GAS UTILITIE ** 344 �� 344 320 320 #4 BAR e G' o.G. .m +� +50 +40 +30 +20 +10 0 +10 +20 +30 +40 +50 EAGff wAY wlTff ADDI710NAL #4'S A D VALVE ASSEMBLY z� FRAME 70 BE GROU7ED 342 F' 342 T�{ q ** UTILITY LOCATIONS AND TO TOP OF GATGFt BASIN � AROUND OPENING � P OP. SANITARY MH #1 �W 1dl�JL�S T]RA�L ELEVATIONS ARE APPROXIMATE WITFt NON SFtRINK S A. 2+03.00 C JLl�O S S S E C�I 0 I� � +o� GROU7 3•„ :.: I V. OUT = 329.00 (EX. MH) _ ` 340 0 � 340 HORIZONTAL SCALE: 1" = 10' I/ERTICAL SCALE.• 1" = 5' 6" 2'-�0' 6' 4'-O' IT IS A VIOLATION OF THE LAW FOR ANY 12" PERFORATED STORM +� // � MIN. I.D. MIN. I.D. PERSONS, UNLESS HE IS ACTION UNDER THE � � DIRECTION OF A LICENSED PROFESSIONAL 12"X6" TAPPING SLEEVE o� STORM SEWER PIPE ARCHITECT/ENGINEER, TO ALTER THIS DRAWING AND VALVE � � � TO BE MO(2TA(2ED IN ANYWAY. ALTERATIONS MUST HAVE THE SEAL 338 � �� , 338 35' UTILITY EASEMENT IN PLAGE WI7ht NON O AFFIXED ALONG WITH A DESCRIPTION OF THE w .y� i� � ShtRINK GROUT � ALTERATION,THE SIGNATURE AND DATE. �' 20' PVT. SHARED DRIVE � ;. � � �� +�, aW A,�;Dg1�E1fAY MIJAS TRAIL �° '" � � P 340 340 �12" MIN. SUMP REQUIRED 336 �M zM 1.14 � 336 '� Project Title: �z �"' EA EMENT R R A-A� B-B� Buff Road a� �� LOT 14 LI E LOT 1 O 8"-12" TYPE 2 G(2USFtED STONE w' �� 0°I° ON UNDISTURBED SUBGRADE OR ADDITIONAL 334 MW aW _ 334 E G �OUNDATION STONE A.O.B.E. S u b d i v i s i o n +M 335 335 Buff Road, City of Saratoga -- SEGTIONS N.T.S. 332 EXISTING SANITARY MH z� Sx�D G � — 332 E.�. _ __- __ Springs, Saratoga County, NY STA. 0+00.00 a � - RIM ELEV. = 330.25 FW 268% �` ___ _ --- GONGRE7E - 4000 PSI � 28 DAYS MIN. / __--- o0o F.G. REINFORGEMENT - 6x6 - 10/10 WWM ALL �OUR G� 52 SIDES AND BOTTOM CGON�ORM TO ASTM STD. Sheet Title: 330 _ ' '— _ - 330 ---- - - 5' MIN. �F OF 6 330 F.G. A-615� COVER o� — SHARED DRIVEWAY _ — _ _ _ — SEWER AIN** P RO FI LE 32g _ � g _ _ - - 328 WATER MAIN** 4' MIN. � & � 8" Pvc SD 3 2 5 3 2 5 ��AVY DUTY �RAME � 1 _ _ — 20� _�— ELEC.,T LE, GAS AND GRATE - /� ELEC. HOU E ** GAMPBELL NO. 28168 3�o. S E LECT D ETAI LS 326 � � 326 SERVICE A SUMED UTILITIE OR APPROVED �o�o�o �' KOR N' SEAL CONNECTION o 0 0 0 0 0 0 2FT OF CO ER** EQUAL o 0 0 0 o PB #11.002 TO EXISTING INLET PER � � 18��MIN CBIGYGLE-SAFE� o 0 0 0 0 0 000000000000 �� Drawing Log: 324 324 320 320 GONGRETE GOVER Rev. 08 REGRADE LOTS 13-15 & UTILITIES +50 +40 +30 +20 +10 0 +10 +20 +30 +40 +50 PREGAST TO FIT DATE 8 02/17/2021 GRA7E Rev. 07 CITY COMMENTS DATE 10/07/2013 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 T1� h �II� A71� i2"xi2"xs" TAPPING �le�EiS JL ��ilJL� ** UTILITY LOCATIONS AND A Rev. 06 CITY COMMENTS SLEEVE + VALVE ��S S S lE C T�0 N 1 �5 0 ELEVATIONS ARE APPROXIMATE DATE 07/12/2013 1� �01� OSEl�' r JLl,ll b A�JL'� SiJLA1L�,El�' l�JLl,ll b E aY AY Rev. 05 SCSD/DOH/DOT COMMENTS DATE 04/08/2013 HORIZONTAL SCALE: 1" = 10' HORIZONTAL SCALE: 1" = 30' UERTICAL SCALE.• 1" = 5' Rev. 04 AS PER LAND SURVEYOR REVIEW I/ERTICAL SCALE: 1" = 3' DATE 12/26/2012 8 O Rev. 03 CITY COMMENTS � B, DATE 11/02/2012 � A' ORG. SUBMIT DATE 12/29/2010 � DRAWN BY: - B.G. CHECKED BY: - K•g• APPROVAL: � 3, ��,� FILE: - Mi'6- �n� APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED B �•' �/ / JOB. NO.: - 10-008 (10007.00 KBC) �� BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. CHAIRPERSON DATE SIGNED NOTES� DRAWING NO.: 1.� SHOP DRAWING REQUIRED TO BE SUBMITTED TO AND APPROVED BY THE GITY ENGINEER. 2.� ALL GATGH BASINS TO BE PLAGED IN ANY TRA�FIG AREAS SHALL MEET N.Y.S.D.O.T. �_ ♦ O^ FtIGFtWAY LOADING Ft-20. 1 y PI��GA ST G ONG(��T� GATG�t BA SIN 11 of 16 New York State Department of Health New York State Department of Environmental Conservation City of Saratoga Springs Planning Board N.T.S. CITY PLANNING BOARD #11 .002