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HomeMy WebLinkAbout20200270 Tait Lane Reserve Approved Site Plan (2) CONSTRUCTION SPECIFICATIONS: 2"X4"WOOD FRAME STAKE BURIED 1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR EDGE OF EXISTING ROADWAY . � - � �. , - ,_ FABRIC `� FABRIC RECYCLED CONCRETE EQUIVALENT. � • " BROOM FINISH PERPENDICULAR BROOM FINISH PERPENDICULAR • . _.._ 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE � .- � ,, � -. ' . ' " , ' ;_ ; z ' ' TO WALK i TO WALK RESIDENCE LOT WHERE A 30 FOOT MIN.WOULD APPLY. � "" ' ; . ;.;: ;..,_ �; ' , " : '; � _ �---4"CONCRETE ` �-6"CONCRETE-SEE , ,;,,., ,,. z , _ 3. THICKNESS-NOT LESS THAN SIX I6 INCHES. <�" �._, =.:,: „-,� > . : ._;. �_= -:_. >:;.: , _ __, ._ - -;,______ ° •:; ;,„....,�.._ .P.� ,...�.:, . CONCRETE SPECIFICATIONS , ; . \ � -.. � ��:::,.: kS".'_. :..: . ,?.'. ._... �'' _..,.... \ : ::> ..�. . :. �_...... ... C �. \..., � S� �,.a' .5.� 4. WIDTH-TWELVE 12 FOOT MINIMUM,BUT NOT LESS THAN THE a � '` �-� � t ) ; , . , . __ ::� ,� ��• . S!.��- :.,. �:_ �.: �� t:��... .� c'. ,..;.._r. � `� __... ..... � � a\:;, 3z:.:\ �,. �s. ._ „.., ..;. _ ...:c.�. . .., . ... .__,..: , M --ct r. ,,��- .. ..• . ,,. , ..� ���.� .�-: n x �'� n n ; . e _ : _: :. . : . . FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS <> .,.. ,; .,.:... ., ,,..._._.. ;_:_. �.:: ,.., -- - '- - ;:.:__:. _'. a '�� � ��� �, ;.. 6 X 6 NO�WOVEN WIRE � �� ;; ; NO�W E Landsc p Architecture&Engineering P.C. _ ,, _ . , _ , _..: �:; .. �< ::: � � . � �., ; ,: �:; _. _ _ � �� � �r � ,^, � ,. ��: ,�.. OCCURS. GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE ,, j-' � _ , ;- - _.. , .: � a MESH EXCEPT A.O.B.E. � ;-� �, M SH EXCEPT�A.O.E'R z � � < _ ,� � > , , � � � ; Penple.Purpose.PCrace. � � AREA PRIOR TO PLACING OF STONE. ` '� � - _ :, " ,�, '� � - �� �� , �� ; � BURIED 6"GRANULAR SUBBASE COURSE NYS �: -' �` 8"GRANULAR SUBBASE COURSE NYS 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD ` -� " � ,> � ; >:.; ,_ ; � �~�� �.~� 40 Long Rlley p: 518-587-8100 - > FABRIC . , DOT SECT. 304,TYPE 2 COMPACTED �� �. �,� � . DOT SECT.304,TYPE 2 COMPACTED CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ' � '� - ' o \ � ���'� � ��� o Saratoga Springs f 518-587-0180 � = '• TO 95/o STANDARD PROCTOR � TO 95/o STANDARD PROCTOR ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM '�' ;;` -:,_ , � , , �= ;. ;-:= � �-� � ����� ���F I�fY 12866 www.thelagroup.com WITH 5:1 SLOPES WILL BE PERMITTED. �',o ' >?'� - ` ,=; ._;:. � = `� � i` ' �.:� X :._, CONSTRUCTION SPECIFICATIONS: � �����"� '�`� �`��� -. SUBGRADE COMPACTED TO � � �- �- � . SUBGRADE COMPACTED TO 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION � 1.FILTER FABRIC SHALL HAVE AN EOS OF 40$5.BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. 90%STANDARD PROCTOR 90%STANDARD PROCTOR WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT 2.CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE :<'� +° SIDEWALK DUMPSTER PAD Unauthorized alteration or addition to this INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED NEXT STAKE. ' z" '''' document is a violation of Section 7209 of the . ; � �� ���� NOTES: New York State Education Law. IMMEDIATELY. 50'-0" 3.STAKE MATERIALS WILL BE STANDARD 2 X 4"WOOD OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FEET. >,� x s,,`° , , 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN 4.SPACES STAKES EVENLY AROUND INLET 3 FEET APART AND DRNE A MINIMUM 18 INCHES DEEP.SPANS GREATER THAN 3 EXPANSION JOINT SPACING-20-25 O.C. 12"THICK,50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATER AL CONTROL JOINT SPACING- 5'O.C. AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. APPROVED SEDIMENT TRAPPING DEVICE. OVER GEOTEXTILE(MIRAFI 800X) 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACK-FILLED. IT SHALL BE SECURELY FASTENED TO NOMINAL CROSS SLOPE-1/8"TO 1/4" PER FOOT(MAX.SLOPE 1:50 TYP.)TOWARDS STREET OR �the�,4 Group 2021 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE THE STAKES AND FRAME. A.O.B.E. MAX.SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 PROVIDED AFTER EACH RAIN EVENT. 6.A 2"X4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER Prepared for.- SIDEWALK WIDTH TO BE 5'MIN.bR AS ORDERED BY CITY ENGINEER � STABILIZED CONSTRUCTION ENTRANCE 5 INLET PROTECTION - LAWN AREAS CITYOFSARATOGASPRINGS NRP Properties LLC CONCRETE SPECIFICATIONS OF THE PLANNING BOARD Scale:NTS sca�e; NTS 322 Woodbridge Avenue THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO Buffalo, NY 14214 CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED FREEZE-THAW CYCLES AND DEICERS WHEN SATURATED.THE EXACT WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY �N� ��NOF� NOTE: MINIMUM SPECIFICATIONS. WITH CLIMATE AND WEATHER CONDITIONS. ::s>: ''. -.-.-:... E� � N 1. SILT SACK SHALL BE MAINTAINED 8�REMOVED ONLY AFTER ;:s;;::.. `� � �A ACCEPTANCE OF ROADWAY.SILT SACK SHALL BE CLEANED :;>;.,:: :::::::.. " ��"'` ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL ;::;.�:. -,.;;:s:::..:.. .-:�:�>s;: :.. ` SHALL MEET OR EXCEED THESE HE"NEW �:;<;<:�;�� .:.. �... :..;..,.;;::'`''� ` CATCH BASINS N STANDARD SPECIFICATIONS ..:. � : S . .:.. 0 �������� ' � ` -.� . TLAND CEMENT CONCRETE ALS" R9 -.:.. ::::::.. ,.,..::: SHALL BE CLEANED OF DEBRIS AND SEDIMENT. CONSTRUCTION AND MATERI , 85. ..:::::.. ,� :.....� -:s::: "''>' WHIL STATE DEPARTMENT OF TRA ATIO ::::::<::;::; ��::;:�::- . CONCRETE SHALL BE ONLY POR .::::::..� ;;;.- , _ :;;:>:�:-.:. ;;>;::`::.;:>..� AIR ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE 1 A L W 10'MAX.4 TO 4� 36"MIN. FENCE POST ``�<>:;;;>.,;, '° ° :;:;..:`:;i.<''' 2. GRATE SILT SACK SHALL ONLY BE USED FOR IN-PAVEMENT ,;�,z WATER-CEMENT RATIO(MAXIMUM 0.46), (2)A SLUMP OF 4 INCHES OR ANY CLARIFICATION, REVISIONS,MODIFICATIONS THERETO SHALL ONLY � ' STRUCTURES ONLY DURING AND AFTER INSTALLATION OF ` LESS,*(3)A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE,(4) BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS 36"MIN.,2" HARDWOOD FENCE POSTS, PAVEMENT. PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE PLANNING BOARD. DRIVEN MIN. 16"INTO GROUND SED�M�N� OFF USE SILT SACK UNDER GRATE TO SURFACE,(5)ADEQUATE DRAINAGE WITH A SLOPE OF 1/81NCH PER W FILTER FABRIC ' Z � N R�N CONTROL SEDIMENT RUNOFF. a,; ,; ,' LINEAR FOOT OR MORE,(6)A MINIMUM OF 7 DAYS MOIST CURING AT OR *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND o w �:�:::::; . : :;..:::;;::�:;'.;::;:;;::.......:::�::�:;�::�::�:.�:.::::............ - �E SACK SHALL BE MAINTAINED AND CLEANED � ,.: . ..:.:.. ,., ABOVE 50 DEGREES F,(7)A MINIMUM COMPRESSIVE STRENGTH OF 4000 WORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. � p o ` o ON A REGULAR BASIS(SEE NOTE) PSI AT 28 DAYS,AND(8)A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST :::::.:::::::::. . � c9 m N CO Q � : � s (7 ?:? i?i J • � CO �:i�i}':�b:: J H ?i?i?i?:i�?i ?iF.i�i}i?:?:?:i�:?i?:?:?:�?:i::?i?::i:�::::.-::::::o::.�.�::::::.�:::::::::::::::::::::.�:::::.�:.�:::::.�:.�:::r..�:.-.�:. �::�:: ?:i�i?i?ii:?i:(i �i?i:�:?:i�:?i?:i:?:i�:?i?:i::?:?iii?iF?i:�::i�i:iiiiiii4i:i�:��::ii'r.?i:i�i?i?ii?i?:?:i�:?i?:?i?:'ri?i?:i:?:i�:?i?:��:?:��:�i?i::.-. :::.:i: � � z FLO w � _ --�► ; a� cxo � _ ::::::::::::: :::::::�::::::::::::::::::::::::::>::;:::;:;;>::;::::::i:::::::::::;::::::�:::;�::i::::::;::::�::::�:;�::�::::�:::;;:::::::: :;::> :..: :.:..: ::::::.:: : ;<; : : :: : :::: ::::::::::::::::::::::: ; . RETE PAVING � W - INLET PROTECTION PAVED AREAS CONC . . . .. . ,:: � .. . .... � .,.. . _. . . ............. .... .: : ,� , :., : ., ... ; ;:::::.:.::.::.;:.::.::; _ :�:; t,{: . :::::.::: o Z Scale: NTS ;: ..:.;. ;;::;;:::;:;::;�;:::;:. � � Scale: NTS ` fV � .::�:.:: � TOP OF COMPACTED MAX DEPTH OF FLOW ,,: r . ;:. . ; � g�M�N. EMBANKMENT MIN. 1'ABOVE TOP LENGTH OF WEIR:5' i� -- TOP OF /�/�Q`�' EMBED FILTER CLOTH CONCRETE WASHOUT SIGN OF STONE LINING MAX.S'ABOVE EMBANKMENT OR MIN.6" INTO GROUND EXISTING GROUND AT EXISTING GROUND PERSPECTIVE FILTER FABRIC; FASTENED SECURELY STAPLES(2 PER BALE) CENTERLINE -n VIEW TO FENCE POSTS W/STAPLES CONCRETE � � ,,;+:? �' - SECTION wnsHouT � � � � t� MAX 2:1 SLOPE W STRAW BALE �- 10 MIL PLASTIC LINING � � EXISTING GROUND STONEVTHICK ESS= 1" � WOOD OR GEOTEXTILE FABRIC STONE SIZE TO BE 4'TO 8" v CONSTRUCTION SPECIFICATIONS: METAL STAKES Z � � PROFILE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES.POSTS SHALL BE STEEL (2 PER BALE) � EITHER"T"OR"U"TYPE OR HARDWOOD. "' - 2, FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. � � 4'MIN TOP WIDTH FENCE SHALL BE WOVEN WIRE 6'MAXIMUM MESH OPENING. � 3. WHEN NVO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 10 MIL PLASTIC LINING o 0 FILTER CLOTHE SHALL BE EITHER FILTER X, MIRAFI 100X,STABILINKA T140N,OR APPROVED EQUIVALENT. EXISTING GROUND ,��n�' ?�� AP ON L NGTH(5'MIN.} 4. PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE OR APPROVED EQUIVALENT. STRAWBALES STAKED INTO GROUND o 0 � � � o STORAGE �"� � � UNDISTURBED 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN"BULGES"DEVELOP IN THE SILT FENCE. NOTE: MiN_�°� p 6. FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING. LIMIT 1. WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY �' CONTAIN CONCRETE CLEANOUT. EXCAVATE �'P GEOTEXTILE FABRIC FOR STORAGE ti (EMBEDDED MIN.4"AT UPSTREAM END) SILT FENCE 7 CONCRETE WASHOUT CROSS SECTION 2 Scale: NTS Scale: NTS � � ORMED YDE JOINT SEAL PER SPECIFICATIONS COMPACTED -� 2fl 2p \ COMPACTED k EMBANKMENT �i�� �� EMBANKMENT TOOLED JOINT WITH 1/4" RADIUS EDGE ` 1\�� \ OR EXCAVATEd INTO M,qX, 2 � `�; / ' - EXISTING GROUND � W W BOND BREAKER BACKER ROD I � I � � ���'' � � �-.v w w w w � .. a . //v/ !"�� Project Tit/e.• -_ PREMOULDED JOINT FILLER " � :_. , / :.: �/ / W W � W W y W : . . :. .. - W � � � W W y W W W __ __ ��---_- --- -------�-- - � ,�/h/y��/ Tait Lane Reserve �Y �Y �Y �Y �Y �Y �Y �Y �Y �, �Y ... .. `. .- � ._. . /�/ / W W W W W W � � W � � W �y / 14 Tait Lane y y y y y y y y y y y y y ... F�RE APR�N TO EQUAL 6' STONE LINED OUTLET Saratoga Springs, NY 12866 y y y y y y y y y y y y y y y EXPANSION JOINTS TO OCCUR 20'O.C. MAX&AT 1/2"JOINT ALL CURBS,WALLS,&WHERE SHOWN ON PLANS PERSPECTIVE VIEW OR OTHER DETAILS EXPANSION JOINT '� ' ���t��' ROCK OUTLET SEDI M ENT TRAP ��tt . r , � ��, 11 , . �� ���G . . , . � � . � , , �,, ,.;� j�;�'"� Scale; NTS 2" 2" ` . �` d' z ' NOTES: � ,: TOOLED JOINT 5'O.C.OR AS SHOWN ON PLANS& 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE OTHER DETAILS OR TO MATCH EXIST.SCORE `a; 2� \� � 2 {�,Q'� �'��'V�,, APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK. . ,;, ENTIRE PERIME ER OF CO CO PA EMENTOUND '� � „ SWALE - � "� _ ��a S �. O _-; ; �P � �� � 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1.MAXIMUM HEIGHT SHALL BE 12 FEET. ` �, _ . ; , ; GJ �J� 4�l,��" 3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER `' -- ----'------ -x---------__.::---- , .� q �p �k CORRESPONDING DETAIL. � . r,. C[ . _ � '. � � 4. A PERIMETER DIKEISWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE. - � t � � , ��1�� �8133°� �'�,,�C� �9pfi. �1��p` 3 TEMP RARY T K ,�2"JOINT CROSS-SECTION �� Scale: NTS ��f�������9 �������� ���j ����`` ��� �� ,�,��� ��� ��;,�. .��,��� SCORE JOINT CONSTRUCTION SPECIFICATIONS ' 1. ALL TEMPORARY SWALES SHALL HAVE UNINTERRUPTED POSITIVE GRADE TO AN OUTLET. Project No.: 2018025.04 f r;;�� ...r �. t.� s . 4 ��r€i�� ...�._._� . �.�� �" � ` ��r ,•. - '�`�»-� M������'�� �� �;��,; �c��� � , ..� 2. DIVERTED RUNOFF FROM A DISTURBED AREA SHALL BE CONVEYED TO A SEDIMENT TRAPPING DEVICE. � . �� � CONCRETE JOINTS Design: BCS ` A' �ttt�A�at�r�� �h3}" `�I- Ii�::: !� 4:`tiC,i-°�:.`*. �,`"`�^r'w' -�,�+s'�` �`ir`�s?e3:.:IN� �. � �� i �� , � � � '� . 3. DNERTED RUNOFF FROM AN UNDISTURBED AREA SHALL OUTLET DIRECTLY INTO AN UNDISTURBED STABILIZED AREA AT Drawn: BCS Ch'k'd: DBN ';� � '€��t> �i�t�F3E� ��� ��� ��s€�t,.t�s ; �, �1(� � %_�=� �. £� � Scale: NTS NON-EROSIVE VELOCITY. Date: 5/8/2020 Sca1e: ►v7s � `�c '�1JA93��i �f ��tT' FRU�.4 Thfc. } •`�` ti� �1 y, ^ � , ,W. .. :: ... �.:, ` ���t �t���._�t.�. :�. ' - �i4 -.-��� �' � � ��,�`':'� .�'��ti `� ; ,,,, , 4. ALL TREES BRUSH,STUMPS,OBSTRUCTIONS,AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED AND DISPOSED OF SO AS � _�» rt�r�t�€c _ �� ^�l> �, � ��"�r ..,�, , ,� � i� ''_` . . i ����, � ':€ �`i`� £"R�� EE:i E:�y E3Y I_N:>::it�1� , ��.„�__.. � ' ,�t',`' �� , W �i � , , ` � . ription: Date: �t�r�; 1 .� �� f� �,..� ! .=,�,z ��� `�-- �`��"��'..1: � �, t NOT TO INTERFERE WITH THE PROPER FUNCTIONING OF THE SWALE Rev� Desc ';`�E` "��� �'�'' _y i � � i � �'``�;,-.:� £. �. ,;'' 5. THE SWALE SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE,AND CROSS SECTION AS REQUIRED TO MEET THE CRITERIA 1 REVIEW COMMENTS 12/17/2020 �_:� � ��.� �� -� � . ?a �' � ��,--. �, SPECIFIED HEREIN AND BE FREE OF BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW. 2 REVIEW COMMENTS i/5/2ou F �?�� x <f�(�# ��` �F�..� � ��,� -.-c��r�r,t ��'°�..�-� ��.,' ` ��' �:� ;'` 6. FILLS SHALL BE COMPACTED BY EARTH MOVING EQUIPMENT. I = �,��i��� �i3,a� �,_;�� �� �; ����.��' �;F,�,�w `Y,-. ��� ���.� . PROVIDECLEANSQUARECORNER 3 PERMITSET 5/2�/2021 � �,� ;��� x r�.�� �?���� . �,..�i�� �W�,.� �-� �r---���"-.--- '' WHERE BITUMINOUS WALK ABUTS CURB 7. ALL EARTH REMOVED AND NOT NEEDED FOR CONSTRUCTION SHALL BE PLACED SO THAT IT WILL NOT INTERFERE WITH TNE ___.._._____.._m.._.._._._..___._.�. „ � g 1l2 RADIUS FUNCTIONING OF THE SWALE. 4 Permit Response 8/31/2021 ������ N 8. STABILIZATION SHALL BE AS PER THE FLOW CANNEL STABILIZATION CHART BELOW. 5 Addendum 5-Bid Set 1/31/2022 ..... .... ... ..._���,... �H. ��. ... _ �.. ........,....... �..��,. �.�----�-- : , ,. _.� � . �.. ..:. .. � _. � ����� � .�,� , � i .. ff�'E.l >`��'L�T£i;3�1{ih i"E.�i�iPd{�..� z t`�� �E E.'"t��..� �� t,i_ I a� , 4 _ N NN . :��. ,�� R ; �r��.��: �� ���� ���t=�.� �c3�,7 ����,� �`�� ���;�n�w �=-�:=t�� � FINISH � RADIUS :���".�� _. � � t'C, �� �FtiF' f��" �"d� t__��I�:�T�i t€�,i��N At:Ti��t-r�, i GRADE 6" " a ,., 1 0.5 5.0% SEED&STRAW MULCH ,���� ,t� ' ;� :: ��,j _,:% .0% SEED AND COVER WITH RECP <.� ^� ,�a�,�. �, r�t�: �i���,zk„���t C��€��3.,,��. ��f�� Z���E ��i=� ��.t� T�E � .. 2 5.1 -8 �.�- a�� �'� � =�t��,a�� .���r�� ���� <�r���: �r���n�� .�; �3�,t�t.,� �F��t���r�� � r," � �� 3 8.1 -20% LINEDWITH4-8,� � Drawing Tit/e �'�,��� '� `"�` �' j �?�� � � >,=r i=�� �'�a.:;-t 3�r�i� r:��'� TRi�i�� t?I�at���E�t, t;�t ���,� ����.�;�� '�, ;:s.' � PAVEMENT `n a t-'��`'� RIPRAP OR GEOTEXTILE � '� \ cD e�i:t ,•� `�� t \ \.A a ty� � ' � r ,�,.w� € yyral�:l-i�.11�F" i�a �aF�'�v�'1���� . � v�:��� �.. � ��°� �� � ��N, �' �"� ��€ � E. ��i�;��kti�� �' I�,C�t�� �?� �3..;. ���`€-.�>, �:t�s�� ��'���:. `�`� .`:.��� .:'� � CAST-IN-PLACE ,���; . � I ED AFTER EACH RAIN EVENT. �� �°���� �� � �� ` �" �`�"� ' �'��� � � `��` . �`"� � �� "�' `�� = ��������� � �:�°_��� � ' �� 9. PERIODIC INSPECTION AND REQUIRED MAINTENANCE MUST BE PROV D � , � ,,� ,�. �� �� � ' �k. ;����v<�Ri.:C'.T�E.:) s;��� c;�-���Ni1��. _ _ oo .,,; .,,� '.. ,�' �' � � � ,: __ CONCRETECURB, co ����::::� .xf ,�.� :� �� �`,' _�'�, � �' + �. .. �. . : .............._.._�.�,..........__._....._...,....... � -..._ .m.. : . . .. ,.,.�. g.� � �-. : �. .:t�r.r<. � .:�\V�,.. ,..�. z" .. •. ':... :r � �r�"_`,e ..`�..,�,z , : �4.�f . . ,;� > : : , � � s.> .,,�€ � ���.a���€�:�G �� ���€�:�Ga�.. �'.�,.3,.. � �: �; �,,; >, . ,.�� . �,,��f�,� ��� �.�� � �..i..:� v� � ; :..rJ ,��,..,,�:�t � �' :..� . ,; �::`. � P R DEPENDENT ON TOPOGRAPHY. • . . �� ; ��. �_.�€..�.. ....���. ��. � �., ,. SEE CONCRETE � . , � ; „ _ ; �:.,� , ,� ,� ,�.�.� � � 10. POSITIVE DRAINAGE 0.5/o OR STEE E e De t,G�� S €� ;�?CM �R:�7:�7'3�£�' �t§:+� . �tw s ° ! ` �;',r�1 � v ., � !� '•�. �U���� ��1�T �k�'Flt(l ; x�z i �.�r . r; � ��r � � c: �•s � (��`(�E..P� ? i�r91�1,� .�,(. ,P.E. �.�?C)t..�r.. �`?y�;;, i �����i��<i�� i � � ,� � � � � � , . , __ ,,� -.. >�� ,�.�.�s�€�,.itv������?w�����t�t� �, • I F �F t � �, .t��.. ��•.. r� � � t� . �: . ��r �::4�a�.. `��F,�ni � �:' .•: x�;;�,�� ��� �� SPECIFICATION � ,,.;<;� `�°�-> .: .... .. .� , �.. � „ �,�A:�c�� t�c��,.>. .��a�t �:�...�t �� ���,.�f. � �:_ ' �`.� . ,,.�, _._...._.� �................_..�....._._ ..�.... � �..� � ,� :�,� �,.� , � �: ;� ,, � ��;�' ��,�:�r ���� �� � �� � GRAVEL COMPACTED {��,�`�' r �; ���`�' � , �.� � . j ti � r. ,A�. ,€ t� _.�, . . .. )1 :.� � ir r}��.vfa ;.{'' :y^. r w.:� � �.;: � u� ��Y �2� . s ..;� � ,�x� �. �yy�� , .�;��-��.� RARY SWALE .,c,=�.���,.f.�..�� .:.�._..._ . � �,)� � ,� k� ... �,r , . � � _ �t.�� „���:��,, ..€z � ' � 1'VII.€ .3��.}��...:���F.,,f�\A \,, ti�.A�3S..,�3.H.,...3, i,.�i �. , i :�{,.,.,t„ ..�,.�l -h ��..�. \\• O . f.�^> `�..�f'•` .c'.+i�.. . � - . . e�.;, � 4 ,.,. ..,. � `. . ,..., ,. . ��;� �`. �r :�� :<: TO 95/o STANDARD x:;� ;��:_ ,.� c.���:t ..�r� �'�"h ,.I�� � � o, : . > � - : �..� ; ,. , €.,. r; �; �'Y:€F,itd :HF . _� � '�\; .�.. NL�P .. C` � . , > F ��PA��T ;�l��Ftt_i,. .3�.. fiil.:.....�1�.�" ,; > A.,z,• � ..a��3R1k�F.. i;)F �t�.I � � �. Y'�,. � ,,� � r � � ,.x���k�r�?���;.� VA�,: \,. ' \ � � � ��� " ����a : �' r��� -� �r:����. � ���:€�# �t��xa�.� ��.;: ��. ��v��� �� �`,� � �� � � �.�� PROCTOR SCALE. NTS � j ..� �. `' � '� � `� 1 Sr#Itv �s'F�:`��€..0 s���iLE��;i rh��'h�`uE.0 �3Y ��3'� �'3�t"����e. E � � � � . ,; '� � . ._ � �� � ;. ,� #` "'f' I,� :`�.�a i��T:�ti.l..:..�} �i.;�ST� �d� �'(.",:�aT�..l�; IPV � ,° � ��� � Aonroval � � ..�._ _ ��. �Era��a� ����;�� .. _ � ���� ��; „ ���� SUBGRADE � /. s \ � D�awin No. ��� w � __ � ��;=>,,;a�;.�..� ��r��a���.:r�� �f� ,�3� ... � COMPACTED T0 90% 6� 6� 6� APproved under authority of a resolution adopted 9� ,/ 9 ,���� ` ': ` � ` ... �h'' �..-..-�� �.�.---�........ ....��W.�....................�.�.� �.... ��"�""�"""�...�....... FULL CURB AT LAWN STANDARD PROCTOR by the Planning Board of the Crt ora a Spri gs.r ' d���^�j'�{� � �r ��9 l� 3 3 p � . ,,#.i.. � .�?' it w' � �.3t 2�E �3?� , ,, _._ .,a �. 3�,..���,t Chairperson . TREE PROTECTION FENCE 6" CONCRETE CURB • o4te Signed �` �� ��-� 4 � Scale:NTS Plan n i ng Board # 20200270 Scale:NTS FREE STANDING VAN ACCESSIBLE SIGN TO 12 S1 12 S2 FREE STANDING"NO PARKING"SIGN DETAIL 1 NOTES: MEET ANSI STDS. (80"MOUNTING HEIGHT AT C5.02 C5.02 TO MEET ANSI STDS. (12X18"MIN. , , TOP COURSE-NYSDOT ITEM BOTTOM OF SIGN). SIGN SHALL NOT BE SIZE.80"MIN. MOUNTING HEIGHT AT q 1-0' � 402.098302-9.5F3 H.M.A.,80 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, OBSCURED BY A VEHICLE IN THIS SPACE. BOTTOM OF SIGN). DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE SERIES COMPACTION TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSNE. -°- OO �O �O O O O O � � Th e LA G ROU P o _. , ... BASED ON ANTICIPATED VOLUMES AND LOADS,THE CITY O O O O O O M 0 0 0 0 0 0 0 � TACK COAT-NYSDOT ITEM ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION 10/16"0 HOLE THROUGH Landscape Architecture&Engineering P.C. N , 407-0102 DILUTED TO BE INCREASED TO CARRY DESIGN LOADING. � OO OO OO OO OO OO EMBEDMENT FLANGES People.Purpose.PCac�. a o �: � a�� �' � �� � 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE o°o�o°o°o°o°o 0 � w w � ''`� > �>�� �'�"� BINDER COURSE-NYSDOT ITEM o°o°o°o°o°o°a OO OO OO OO OO OO OO -� (2 PER FLANGE) o � ,��� � s.� ��'.� � ��_ THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER o°o°o°o°o°o°o g g � 40 Long Alley p: 518-587-8100 _ -���- _ ` a� ,. � 402.198902- 19F9 H.M.A.,80 � � � Q � � � SECTION A-A 9 A 9 � a � � �,�,x � '� A ��s� COURSE. o 0 0 0 0 0 o Sarato a S rin s 518-587-0180 wo ? � �;� �� ,�� \ � �� � SERIES COMPACTION PG 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING DOME I�fY 12866 www.thelagroup.com � � :;� � ��k ��;_,�` ' �' B I N D E R(L I Q U I D A S P H A L T) A N D/O R C O R E S A M P L E S T O V E R I F Y P A V E M E N T T H I C K N E S S. 4"W I D E P A R K I N G C O N C R E T E W A L K DOME O O O O O O O O O O O O O O .. ,_ �'�� �'`� ' GRADE SHALL BE PG-64-22 4 �° � �� -�� � �� �`� ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER DROP LINES PAINTED o 0 0 0 0 0 -� \�;..���`':��\� ;��'� AND SHALL BE PAID BY THE CONTRACTOR. C5.02 C U R B O O O O O O - -- - - - - Unauthorized alteration or addition to this , WHITE COMPACTED GRAVEL- --_-- document is a violation of Section 7209 of the ` '� � NYSDOT TYPE 2 SECT. 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO ' A - New York State Education�aw. �\ ��\\\ \�� �\��\\� 304)COMPACTED TO 95% COMMENCING PAVING OPERATIONS. NON-ACCESSIBLE �'-0" 10/16"QIHOLE THROUGH � �\ �\\ \\� \� ��\� STANDARD PROCTOR PARKING SPACE(TYP.) INTERNAL EMBEDMENT � `;: \� \�\;�\ \� � ,� � �� \ FLANGE AT 3"C/C EMBEDMENT FLANGES(2 �the LA Group 2021 � � � ��� � GEOTEXTILE FABRIC, MIIRAFI 500X PAVEMENT TOP BINDER GRAVEL � ��\��.•.`� \ -��\��;�; NOTE: PLAN-TIL SECTION B-B PER FLAN E} p�, aredfor. TYPE COURSE COURSE COURSE PROVIDE 1 ACCESSIBLE P SUBGRADE OR STRUCTURAL SPACE IN EVERY 25 }, FILL COMPACTED TO 95% LIGHT DUTY 1-1/2" 2-1/2" 10" ANSI pARKING SPACES UP TO ' ; �; N R P P rO pe r l I eS L LC MODIFIED PROCTOR STANDARD NOTES: HANDICAP 100, 1 HANDICAP SPACE SYMBOL IN EVERY SPACES OVER 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS 322 Woodbridge Avenue , HEAVY DUTY 1-1/2" 3" 14" 100. (AS PER N.Y.S. � O SPECIFICATIONS. Buffalo, NY 14214 BLDG. CODE). . 2. DO NOT SCALE DRAWINGS. � 3. FOR CUSTOM SIZING CONTACT MANUFACTURER. . , _ . , 4. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT ASPHALT PAVEM ENT r � ',' � ; : � WWW.CAD DETAILS.COM/INFO/REFRENCE NUMBER 681-001A. '� 8'-0"TYP. 8'-0"TYP. 9'-0"TYP. .._` � ,��; t r�",��� . Scale: NTS � � eNGINEERED PLASTICS,INC. 1(800)682-2525 NO-PARKING STRIP PAINTED NOTE: `' ' ` ''"`' � 3001NTERNATIONAL DR.,SUITE 100 PHONE:(716)62&3626 WILLIAMSVILLE,NY FAX:1(800)769-4463 WITH 4" DIAGONAL LINES 1. MAXIMUM SLOPE WITHIN ACCESSIBLE PARKING o DETAll. 1 us,a,ta2zt www.armor-ti�e.com AND/OR STRIPED AREA SHALL NOT EXCEED 1:50(2/o) Tactile Systems 2. REFER TO PLAN FOR LAYOUT INFORMATION 5 ACCESSIBLE PARKING � � DETECTABLE WARNING STRIP Scale: NTS Scale: NTS 1'-5" TEXT LETTER APPROX.SIZE M.U.T.C.D. �..................� PROPOSED PAVING EXISTING PAVING TO REMAIN `�NO� HEAVY DUTY SIZE TYPE OF SIGN N0. /� ` ` � ALUMINUM SIGN ;., �' ' % ; : � i r�vFn ' : NOTES: :_____.__.___1 � g� P�nu�c SEE 12"X 18" � ALL PAINT TO BE COLOR BLUE AND AS SPECIFIED 1-3/4 SQUARE GALV. � M.U.T.C.D. 1.5 S.F. P4-6C KEYED PAVEMENT TO BE � *� STEEL POST. PAINT 1' FLUSH WITH EXISTING '� THE NEW SYMBOL DOES NOT MATCH THE HISTORICAL ADA ONE PRIME AND TWO TOP COURSE PAVEMENT ���� , �s'' STANDARDS, BUT SLIGHT VARIATIONS ON THE HISTORICAL LOCATE SIGN FINISH COATS BLACK 2'OFF EDGE OF MARINE ENAMEL S2 r N0 12"X 18" �- - � SYMBOL ARE PERMISSIBLE UNDER SECTION 103 WHEREAS u�"� „ p�_� BINDER COURSE /� � ,���}� � � � < . THE SYMBOL CLEARLY DISPLAYS A WHEELCHAIR AND o CURB OR WALK 2"SQUARE GALV.STEEL 4 1.5 S.F. � \ N fo� '�o SIGNIFIES ACCESSIBILITY. TO MATOCH OST K SLEEVE FINISH GRADE 6.25 S.F. R1-1C '" 1-/2"MINIMUM DEEP KEY � � , ' � : � ' # ' a M.0 T.C.D. 30"X 30" � INTO EXISTING PAVEMENT � ; � ' % "' °' � �' � o �(LAWN OR PLANT BED) S3 S TO P � , � tij !' � � .�, � . � � `� � �,.�� � �-' `� .� � �•.� �'. � z � \i��rt� �r� ��� �:�.....�. � � ..� '��. � .�:�........,,. ..e�,.. ....� . ...�.. �.. . . .�. r .' :: . . i . ...`� - \, ..; . ....... ,i : -./'` . � W /•\ . �.� . , . �;: '.,� . . ' . �,: � .: i'� .� .' `: . '�'. I �'��:._ :�. �. . . :��'. � . :.""' . ..�. . .:. .<.. :. � .-: .... �. ... ,.:... . ... ... ,•'..'. ".::�'1::_�'.-...'...�.. I I;. ..� _. :�:. ._,_: ..... . . .;��..�' ..- .::-: .�:t' .: .. ......: ....,� ....-�.: r ...:. .:,- ......�.z........a..� � . . , . �, , �: , ,. . .: ,. :. ..:.; ; ,....: .,:` , '.y_r .;' _..-��.�"...i.;.�_��u.. ! �E.tM�" �. , . � �,...1. � .,`� ,. '�� \.;::, � .,;� � , , \... � .,`�; f� � �, '` � '� � � ; .� ; . .,, , ,, ,� . • .�. < 4 ' > - ' � - ,r., .. <.::. . :- :., .� ' .�. .._.. ` <. .f� ,.;'` . . `: .i� ��'��, N .�_=�� \ I I S �`.� -:i i` AUTHORIZED SEE 30�X 24n ' \, ' � i _� ,: � ( :�-== S4 VEHICLES R5-11 ,� � � � � �.' � �.. � � ^,,.�-'°` � �:; ,� � � � � <f � ; � 4 '' ' ` I I `W���{ ONLY M.U.T.C.D. 4.00 S.F. � � � . � �. � ,�.• � ;� � � �_._ � � � � �_;� • � , 1! `_I_�i; ; �..�...,.e. z % � �i 3' : ; \ .._ - .. .... - �...::� � � .. .. ,..,� . .%� �, �7�. _ ��. ,' � ,- 1-�"i COMPACTED BASE MATERIAL ' ' I ��=���.� . � ,: ,: ,., ,, . ._::�:�I _. , SUOBGRADED ;> � � � ;� �_.'.- � �.. � � � '; � �_: � � � � �: � y . _ , . , �. . , <. : > .: ,:a ;' ',� �J...�� i3, �,.,I,3'S d '� '� ' S �'� 7� .� .[........ � � � '� ,� ..� , �.. � . .� � `;,�� � � � � � � . � �� ,,.y,.�,-,.;;, I �' ` � . i:rax�.l..: NOTE: 1. OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. � � � „ � . � `� .,�':. Z. INSTALL 2'FROM EDGE OF PAVEMENT. PAVEMENT KEY G STANDARD HANDICAP SYMBOL � 2 SIGNAGE 2 SCALE: NTS V Scale: NTS Scale: NTS s `�� N � , 4"POROUS ASPHALT POROUS ASPHALT SPECIFICATIONS: *CROSSWALK PAVEMENT SURFACE COURSE � FINISHED GRADE 1. ASPHALT BINDER SHALL BE MODIFIED WITH TO MEET DRIVE - 1x2 PRESSURE 18" PG 76-22P �:�'��`� ELASTOMERIC POLYMER. POLYMER SHALL EDGE AT FLUSH TREATED WOOD Project Tit/e: , ' "''A'�``"= BE ADDED AT A RATE TO ALLOW ASPHALT g CURB. ,� z 1 CHOKER COURSE: 3��r :.: �� USE 10"X12"SIGN FOR � r � , a STORM PRACTICES WITH DEPTH BINDER TO HAVE A MINIMUM ELASTIC w WHITE PAINT AS SPECIFIED S�Mw�� MARKED EVERY 6n Ta it La n e Rese rve No.57 STONE �-' �=` � ' Pr�►cncE SMALLER THAN 400 S.F. � tc� RECOVERY OF 60%. 11' `. - i.-% .�,,���� J� \( k � . DO NOT SEAL OR �� �� ' 12"-24"BED DEPTH GRADED ��?- ; �- MIRAFI 160N ON SIDES 2. ASPHALT BINDER CONTENT SHALL BE A � '.. s,uaoP,u�c,N�,��n POROUS PAVEMENT OR 14 Tait Lane t ; , � � �- ` _. � „�,�� " " Saratoga Springs, NY 12866 � ... ' `• � OF STONE MINIMUM OF 5.5%BY DRY AGGREGATE g - WET POND AS DEPICTED COARSE AGGREGATE, PLACED W L i ����� T!YR!OR__" (2)LIFTS: No. 3 STONE. SEE PLANS �::���" ?�r�<;: " �.�'`� ' �'I WEIGHT. � � t f ., N ON PLANS _ FOR SPECIFIED STONE DEPTH. �`?�����'`��t� �:=�:�� 3. ASPHALT MIXTURE SHALL HAVE A DRAIN ` „g�""'"T ::, t�? �:: :� `, . ,... :..:��_. o ' :�; a �: . ; . �:; , , , ' ' , ""��"""' PROJECT ID(CONTACT h TIME LESS THAN 0.3/o PER ASTM D6390. ` " ' ' `"''`` '' ° �.,`_.��..> ,_\i..> ._� ._; .� , ��_ ik�..�i:i � x ` "r� ` ' ' � '�`` D0 "°"°�°""` ENGINEER PRIOR TO -� � � "' ��f 4. DRAINDOWN RESULTS MUST BE SUBMITTED � t � � �''" ` ,: �' . ,' '� ::; n��' ` `. .' r�,��r; '. , . ORDERING SIGN FOR N0.) BOTTOM � z: 4" HQPE PERFORATED AND APPROVED BY DESIGN ENGINEER 3"No.57 STONE " ""'"� POND . . ,. ,. . ,,. ,,. � . . ='T::�' UNDERDRAIN SEE PLANS i.i '. , ', WHITE METAL SIGN WITH � . '�,, :.'� ';: ;�'.� ;:' . '"` '�; �� ': � `� :: -.: �: :�. ��-.-: :-�::-: --::�- :--:-.. �:�:�,: , PRIOR TO APPROVAL OF JOB MIX FORMULA 11 �•��y.,,.y��,-vi.:���,Ai:.�:�•..f"'� A:'A,a... X.w � �.��. . a,`� `_ � t , � � �, . _ ` �: . � �� � � � '`� 6 HDPE PERFORATED - FOR INVERT ELEVATION � BLACK LETTERING. PLACE � . �`= ���'�� �` , �� �` � � � � �� �' � ��_ HEADER PIPE, SEE PLANS ��� , ' ` ' '��' , , � IN FIELD WITH FOR INVERT ELEVATIONS UNCOMPACTED SUBGRADE ^ ` GALVANIZED POST 24" INSTALLATION REQUIREMENTS: MIN.SEPARATION FROM SHWT=36 PEDESTRIAN CROSSWALK MIN.ABOVE GROUND. NOTE: 1. DESIGN ENGINEER SHALL PROVIDE FULL TIME CONSTRUCTION OBSERVATION, INCLUDING TEMPERATURE MONITORING, DURING POROUS � Scale: NTS SEDIMENT DEPTH c � 'C�'Q� ���Y ASPHALT INSTALLATION. FIELD REPORT OF OBSERVATIONS SHALL BE PROVIDED TO THE CITY ENGINEER'S OFFICE UPON COMPLETION OF MARKER SHALL BE 5 GALLON BUCKET Gj,r�,P ��S �. y��p,�'�` INSTALLATION.CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE TO ENGINEER PRIOR TO INSTALLATION. CONCRETE INSTALLED W C� �' * 2. ASPHALT SHALL BE IMMEDIATELY ROLLED WITH A TWO-AXLE TANDEM ROLLER IBRATORY NOT ALLOWED WITH A GROSS MASS BETWEEN 8 TO FILLED WITH * q � � ) CURB 1' 3' ADJACENT LAWN SEDIMENT FOREBAY CONCRETE 1 2 T O N S A N D S H A L L B E C A P A B L E O F P R O V I D I N G A M I N I M U M C O M P A C T I V E E F F O R T O F 2 5 0 P O U N D S P E R S Q U A R E I N C H O F W I D T H O F T H E D R I V E 6'(A D J A C E N T S I D E W A L K) � .t F' u�i ROLL. ROLLING SHALL OCCUR WHEN MIX TEMPERATURE IS AS FOLLOWS: � a , ,� �, � 4"GRANULAR SUBBASE STO RM WATE R P RACT I C E S I G N S E D I M E N T D E PTH MARKE R y� � � 2.1. BREAKDOWN ROLLING:275 TO 325 F ;� � �� � � t�`�"j p9133g �i� 2.2. F I N I S H R O L L I N G: 1 8 0 T O 2 2 0°F G E O T E X T I L E F A B R I C, � 3 �4 ,o �, MIRAF1500X Scale: NTS Scale:NTS qo��.��toNa SUBGRADE- `� � �° a 3. TEMPERATURE OF ASPHALT MIX AT THE PAVER SHALL BE BETWEEN 275 TO 325°F. COMPACTED TO 950�0 ° COVERED BIKE RACK,6-BIKE 4. ASPHALT SHALL BE PLACED IN A SINGLE LIFT. POCKET SHELTER MANUFACTURED 5. NO TRAFFIC SHALL BE PERMITTED ON THE PAVEMENT FOR 48 HOURS OR UNTIL THE ENTIRE SURFACE TEMPERATURE COOLS TO BELOW 100°F. STANDARD PROCTOR Project No.: 2018025.04 6. ALL POROUS ASPHALT SECTIONS MUST HAVE A MINIMUM SEPARATION OF 3'FROM OBSERVED SEASONAL HIGH GROUND WATER TO THE " ' ' 3/8"EXPANSION JOINT BY DERO BIKE RACK C0.OR Design: BCS BOTTOM INFILTRATION LAYER. ,,, , ADJACENT FINISH GRADE AT APPROVED EQUAL Drawn: BCS Ch'k'd: DBH BOTTOM OF CURB Date: S/8/2020 Scale: NTS POROUS ASPHALT PAVEMENT STONE DUST WALK 9 TRANSITION CURB Rev: Description: Date: 3 Scale: NTS � Scale: NTS SCALE: NTS 1 REVIEW COMMENTS i2/i�/zo2o 2 REVIEW COMMENTS 1/5/2021 ADA APPROVED 11 HEAVY BROOM OR IMPRINTED 3 PERMIT SET 5/2�/202� DETECTABLE WARNING C5.02 FINISH (TYP.)-TEXTURE 6'° ' 4 Permit Response 8/31/2021 SURFACE.24"WIDE �� ` �; m FROM BACK OF CURB. LAWN , „ �47;��"�"�`" 6"CURB(TYP.) 5 Addendum 5-Bid Set 1/31/2022 9 SEE SPECIFICATIONS ��, ;"�''` o (�/P.). ��,�������,�w ��� SLOPE:8% HEAW BROOM OR IMPRINTED , , . � � � � ,�£���,���'� .6°I°``��� {1:12)MAX. FINSIH(TYP.)-TEXTURE ;�, � � �. ,�� ".���p� � i' � ,-``,�\.�,\:,\ , � .h ' P ` ,y� Q . , , �� , f �, . 6, . D�awing Title '/� �� t ' pt ➢ .q i t � '� 5y g. Q •��•r>�' W� ,9�"�;�� . �w �� 11 4' . , .� U a .�,. c �Y , . A E .. , . N LAR BB S �� � x .� � 4 GRA U SU � � � ,c , f�;" 3. CONCRETE PAD N � �� t ��_' � LAWN � �� j�� � " `�'� ��` �� < ` �' 6"THICK . •�..��.; ,:. ..,. ., . ,�� o � � :�y.� ,,-'" � , � s�; :x �. .��, � LAWN ���� �� 6 ,��p� ��;�a�,�,�,r�� ;� GEOTEXTILE FABRIC, �O m � \��, y.. cJ\ v �,�'.����*«�w��r � �����F� -� ��:;. � � �'��E��. MIRAFI 500X � S ite Deta i I s � `� v��M\�4� \\�'�..�`\ ��p,G�� � , CONTROL JOINT „ �,,;�� �� � �.:-` SUBGRADE- ��� a ��,fV .;ti; ,:ti;.;\\\\�� .�:,-,:: , , � . .�.�: .�,� ai .�..�+r. ::: �``�t� :`�;�\.\;��.� qj . � -,�;����v .�.\`�\ C+' �;,;,,, ,;�;��>�-� ���' LqWN �.�� COMPACTED TO 95% � I n n i n Board # 2020027 , �=�#�r ,� S�. s� � 5 P a o � � .,� �;���:�-`' a k��. g STANDARD PROCTOR � g �i �� ��. ti;,���,:� . � ,�� v � '� � � a����� �� ����'�' G BIKE RACK SHELTER e� . 8 �o x '�� �� `` �� y 6 N ����uk�z�a a �' � F--`_--' N � 'F p `��'~ • D�aw o o � . ��\�\ . Y i� �a o ,,.+„=�;-��`' � �'���..;:::�'�.,,,F,y...... ROSSWALK Scale:NTS ApPr�e Pla er auth rity of a resolu�i ted '� � ingN .-- -��` � �- ��� ` ��G�� `-�. _ , ed und o �_..__.__._...._._ 3S`��0� �N N by th nning Board of #he Cit " aratoqa mg . o ` � ��� q. 6"CURB(TYP.) '��Gv�� g Chairperson _ _ , C5. m° E DR�P CURB � � MAINTENANCE ACCESS ROAD Date Signed � s� � �- ��z a'�`� � SCALE: NTS S c a l e: N T S � � � 11'-9" 11'-9'° M T D TYPE 4 OB E T ARKER GRILL, SEE � 4"O.D, STEEL U C J C M ALTERNATING RED/WHITE 6.625"O.D.SCHEDULE SCHEDULE 40 SIGN (REFLECTIVE RED)WITH REFLECTIVE STRIPES BOTH MUTCD TYPE 2 SPECIFICATIONS 80 STEEL GATE PIPE RAIL W/END REFLECTIVE SHEETING AND UV SIDES OF GATE IN (REFLECTIVE YELLOW) RESISTANCE, BOTH SIDES OBJECT MARKER ON Th e LA G ROU P POST WITH TOP CAP CAPS COMPLIANCE WITH MUTCD, EACH POST AND BOTH LOOP FOR ANCHORING GATE IN NP• SIDES OF GATE Landscape Architecture&Engineering P.C. OPEN POSTITION, CENTER OF STEEL LOCKING LATCH 8�KNOX PADLOCKED = People.Purpose.P<ace. RAIL, 12"FROM END RAIL, EACH LEAF GATE CHAIN(LOOSE DRAPE) 1.33' 1.33' � = 40 Long Alley p: 518-587-8100 � � � TMP� TMP� � � � F — Saratoga Springs � 518-587-0180 't� , — I I °� ��,� I�[Y 12866 www.thelagroup.com . � , � _ I , I ,, �,; _ ; , � b .,N 4� "':t , t4�� o _ Unauthorized alteration or addition to this � � W document is a violation of Section 7209 of the m <''� � —� New York State Education Law. 2.875"O.D.STEEL HEAVY DUTY GALVANIZED HINGES = v�i M — SCHEDULE 40 PER MANUFACTURER'S N � 4,000 PSI CONCRETE BASE SUPPORT PIPE RAILS, i RECOMMENDATIONS,TYP. Q �the va Group 2021 FULL SEAM WELUS i.i _.._ . I I• ' . .._ , , _. . I ' � Prepa�ed for. __.. . . • ., :��;:� � .� :� N RP Pro erties LLC a . . � � � Z . .:� I �.� e� I r�, ') � ; 322 Woodbridge Avenue � � �•� , � � ' � � Buffalo, NY 14214 ,I (. .� •. .� �� � i I ' � 1 � � �.t . _ _ � 1r � t ' ' _ 4,000 PSI , ( � . . • . . , _ .,� „ � �� �� , � � ° �... CONC.MIN. L J S. `� s_� ��,. .�.;: �X -,��... ,. , �y tf Z t Y� :t,; � �, ,,e,,k ,< ��'�� ��� �0� ��-0� ��.��' �r'':,�"� _.. NOTES: 6" DEPTH ' , 18"DIA. 1. GATE ARMS AND POSTS ARE TO BE RETROREFLECTORIZED ON BOTH SIDE5 OF GATE WITH MUTCD COMPLIANT OBJECT DRAINAGE _: I: � i �P� MARKERS AND STRIPES. STONE,TYP. - 2. FINISH:ALL GATE MEMBERS ARE TO BE GALVANIZED AND POWDER COATED WHITE. ' \ ' AUTHORIZED GATE 12�� 1 Scale: NTS _ , _. NOTES: , .. CAST ALUMINUM FINIAL AND ROOF '' � GRI LL 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE SAME FINISH AS POLE r � � �'� � , , '> , �, � ' �' � x � } ,&'� ' ; " ' :�� , � ` i�< < �' Scale: NTS COORDINATED WITH THE CITY ELECTRICIAN AND ;; � 1 �� �� a �' ` �� � `� °� ,� '+ `�� "� � '� , .' DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 4ARC22T5-MDL03 LED; 64 WATT 2200 COLOR � "�" ` � ` ' ` " � ' ' �' '°'" � `� ° ""� � �',� �^ � ^� � � 7 TEMPERATURE,TYPE 5 DISTRIBUTION, 120-277 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR VOLT DIMMABLE DRIVER PAYING CONNECTION CHARGES FROM NATIONAL GRID. � � THE CITY OF SARATOGA SPRINGS TAKES OVER THE ACRYLIC ACORN LENS �'` � LIGHT ONCE CONNECTED. ! 5T TWIST LOCK FITTER � � � �� ' � ` � �� � � � � � � '� � 3. ELECTRIC SERVICE:SWEEPS AT CONCRETE BASES AND �v ,, BETWEEN BASES USE 2"SCHEDULE 40 PVC DRIVER COMPARTMENT . -� � `, 7,_0��� NON-METALLiC CONDUIT. UNLESS UNDER DRNEWAYS , `� "� WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: ELECTRONIC PHOTOCELL �. ,,, � _ INDUSTRIAL DRIVE RIVET FACE TO FACE POST CAP THHN COPPER STRANDED NUMBER 6 COLORED RED, (STREET SIDE) � �.. , � . I I � RAIL BRACKET WHITE,AND GREEN. LIGHTS ARE WIRED 120 VOLTS. � � - PROVIDE A SEPARATE HANDHOLE, SYNERTECH - ' , 4"-3" DIA.TAPERED POLE, .125 WALL _�. � � , I ' J . , � � SYN121212HH02,TO BE OWNED BY THE CITY FOR THE °O �� � THICKNESS,6063-T6 STRUCTURAL FILL PLANTER WITH , __. �I �' `'�I � ' '"` � ' : ; � � � � DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE � `� GRADE ALUMINUM APPROVED TOPSOIL � , . i , , �., . �. �: .�_ :; OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND POLE WELDED FOR SINGLE UNIT ', ; ` �'. ' �--;_ .. � . . I � � ' � �; ` � �' INSTALL(1)5/8 INCH COPPER GROUND ROD IN CONSTRUCTION _ " � � � � �n � ��, t +�� �; .. � . � � � � �¢ , .,, HANDHOLE.WIRE AND CONDUIT FROM HANDHOLE TO 4 \\� � . , ,, r�. ,� _ ;- ��_.,F � ,.a��,,..., � ,.,;��,rv POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF � BLACK FINISH z�;` „ ,_.. , _ 4X4 REDWOOD POSTS AT CORNER(S}, ;: �._ �, ; � � . � SQUARE POST CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT -- . � ' • 2 FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1 P 600V ACCESS DOOR EXTEND MINIMUM 3'BELOW GRADE ; q, ; , - , ; � ,; � WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ CATALOG NUMBER: � � `` , I I� ' PT-D650SRLED-5T-4AR22T5- ` � ;-� 2X6 REDWOOD � ,�" 16 GAUGE 0.060"PICKET q FS61 IN HANDHOLE FOR FUSING THE POWER WIRE. IF � •`. � � ,'" BOARDS � � CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP MDL03-A-PEC/4214T4/BK 'T ; �__ ; � ,.. , FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND O ,•� , . � � , _ \ . �V • PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA 17"DIA. BASE WITH 0.750" FLOOR THICKNESS, � � „ GALVANIZED NAILS,TYP. FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH FOUR ANCHOR BOLTS AND ONE GROUND STUD. _ � -� f P�oject Tit/e.• LAMP. RUN#12 THHN COPPER,(RED,WHITE AND "' . � Ta it La ne Rese rve GREEN)FROM BASE TO TOP OF LIGHT, USE POLARIS �"CHAMFER ' I I CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN , 14 Tait Lane BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED `Y' � � . �, FINISHED GRADE � � DIRECTLY INTO CONCRETE BASE USING FENDER �`����` `��-����`>�``��� • � � � � � �, Saratoga Springs, NY 12$66 z �`���� f� � , . ZINC PLATED ANCHOR BOLT `V I . I . I • ',.�r, �,:� . ,�,r ;v�;, ,. .: ,.• f , . WASHERS,2 INCH OD 1/2 INCH ID AND 1/8 INCH � ���� ��`•`•�`; ' � O ,! � .�, ..f /,.� ` .`� ,�;,:,,,,, � \:���.�:�'` �,r %;.i /� �`:. ' ;,j ;. � � �� � ����� ASSEMBLY PER MANUFACTURER S '` �� � ,\ � \`� �;�\�\,� ��\ �\ \ , ���,��� THICKNESS,AND LOCK WASHERS. N � � � � + ' � ' ,r x ,; , ' , , fi; `�\ ;\, \,. \ \ '\,;� , �� ��� � RECOMMENDATION � � , + � t„ ; ,, "�/��'��. . , �� \�,r\� - ' '9 �. F\ ':� z � " �� 2"PVC SCHEDULE 40 I . I . � � ' " � °�"� • �� 3��e� � � ' � � � ti� ;� � F, �'� �,�`t `� �� POST CAP " {TYP) � \,`\. v „ „ � �� ����� NO DIRECT BURIAL ,; 3 �e (2)ENDS \f, . �\ �\;, 17 DIA. BASE, 12 DIA BOLT q ��� ��\, A' . � " FLAT �\�� . . \��\� CIRCLE, DIAMOND PATTERN, d' �� `�,; �' ��, .•�, ,� - � GROUND ROD PER N.E.C, � • � FOUR�"x 18"ANCHOR BOLTS `` ���%' � �`' �\f � �\ \;�% �`�: � , 4000 PSI CONCRETE BASE WITH ,, � ���, ���� .. _. ;��; � ;, , ",` �' � ��� �,� SONOTUBE FIBER FROM 20"DIA. :}. , � \ '�rt :�� U y1/ , , � :�" F E �'������� ��,�.� � ��.:- UNDISTURBED SUBGRADE OR SLEEVE-IT(TM) ��,,,'C��g p, y`��Q� �'"';�����;j� �����, �;,` COMPACTED TO 90%STANDARD � PROCTOR M ETAL F E N C E FOOTING SY TEM,TYP. GjQ � �.��� 7 * „ Scale: NTS �` '� ti,�� u�r DECORATIVE CITY STREET LIGHT 20 RAISED PLANTER �� � i � 2 Scale: NTS UPPER AND LOWER CROSS � Scalee NTS � �. � „ `�o �s���� w�' SUPPORTS TO BE 3 X3 A4fi�'��10�� EXTRUDED TUBULAR ALUMINUM $ECTIDNS " �� i �� ��� � � �rt s� : r {�s���',� a 4.g , "� � . a i�`� ` :G, .�, 1 � )� '�E� "� � h � 4 7��1 t �� di � �., � � 4 �.'Y u ,. , . ; ��"« � . . ��F. .Y � . , A. � .� �.�e �, ; a,> ProjectNo.: 2018025.04 � . --------- ----------- ' Design: BCS k+y �, h;�, Drawn: B�S Ch'k'd: DBH FASTENERS TO BE STAINLESS 2�'�� � 6�.�„ L Date: 5/8/2020 Scale: NTS STEEL BOLTS OF TYPE,SIZE,AND SPACING RECOMMENDED BY Rev: Description_ Date: FENCE MANUFACTURER 1 REVIEW COMMENTS 12/1�/2020 2 REVIEW COMMENTS 1/S/2021 EXTRUDED ALUMINUM VERTICAL 3 100�o DD SUBMISSION 3/25/2021 LOUVEREDFENCE 4 PERMIT SET 5/27/2021 COLOR:WHITE e co 5 Permit Response fV 6 Building Permit Comments 10/Ol/2021 c? NOTE: �i� 7 Addendum 5-Bid Set 1/31/2022 CO 1. SEE ARCHITECTURAL � DRAWINGS FOR DUMPSTER : 6� ENCLOSURELAYOUT. �� �,�" Drawing Tit/e r, . 2" �'.CONCRETE P/�D " 4"CANCRET�PAD , �n. . .: � � � � , �: � ��� . �:� , ��; � � . �� � `�� , y : �1 Site Details .. . ` I .. 4 -�� .,,. ... � ., I I � � � .�� \�� '� t - \ \ t :� \ \ `�> FOOTINGS TO BE 4000PSI <; ' u y � 6"GRANULAR 3UBBASE ' • : CONCRETE-SLOPE TOP OF " `` � � � � � � � �� � � � � � � P lan n i n g Board # 2020027 q ' '` FOOTING TO WASH , ' , . „ , \ '� � , I �: yl I .. ' _.. _. . ... _.. ... .... ... .._ .. _... �.. . .... .. . . .... . .. ... .... . ..... .... ... ... La , . � � . , � � , . , � , . ._. ..... ._ ..._ .. , , ,,5 � ... . .. :. .. .. ... Annroval ' � � POSTS TO BE 4"X4"EXTRUDED � Approved under authority of a resoluti ed 4 9 Z D�awin,glVo. , � TUBULARALUMINUM SECTIONS by the Planning Board i the Cit Saratoga Spr n--i'� � WITH SOLID END CAPS-EMBED 36 �, ` � INTO FOOTING 18� Chairperson - , �5.O 3 3 DUMPSTER ENCLOSURE FENCE 5 BENCH � Scale.NTS Scale. NTS Date Signed '� Z L-=- PAVEMENT OR ��� WATER MAIN(OR SEWER 30" I.D. MANHOLE COVER TYPICAL UNLESS ORIGINAL GROUND � FORCE MAIN) 8" 30"DIA. S" OTHERWISE APPROVED BY MUNICIPALITY. �/�• 'i� #30 ROOFING FELT � ., , - : ,��;�� � ��,,, � �'��•:'° TYPICAL FORT HEAVY CAST IRON, NON-ROCKING FRAME& � SELECTED GRANULAR FILL TO BE ��` A �. ;'. �� GRADE THRUST BLOCK ��\r ,� :; CONCRETE THRUST s � � COVER SUCH AS SYRACUSE#10126 OR MILLER BOOT OR NOT INTENDED TO REPRESENT A /j �, ;� � `,��,� � � '��; ao F- w „ WHERE TRENCH SHIELD IS USED - PLACED UNDER PAVEMENT \, ,.�,�,� �;�,` � ,f'�, BLOCK SCHEDULE APPROVED EQUAL • F- NEENAH#R1558. SARATOGA COUNTY SEWER SAFE SLOPE •i� � g p _. >�\, •' WITH THE APPROVAL OF THE � �� �� \���, . \��%� ,;�;�� � " " � N " 4,000 P.S.I 4 T010 a DISTRICT#1 SHALL BE CAST ON ALL MANHOLE Th e LA G ROU P ENGINEER,SHEETED TRENCH 6 WIDE GREEN PLASTIC LOCATOR \��. ,��'� �� ' � p TAPE, MARKED"CAUTION SEWER t � � � . q r � COVERS.ALL COVERS TO BE AASHTO HS20-44 PAYMENT LIMITS WILL APPLY. f*\ \��;�F � ` . ;�' � LOADING RATED. [.andscape Architecture�.Engineering P.c, TRENCH SLOPES ARE GIVEN FOR BELOW" , -f,� - \ \�- '�� %'I �' �,� ALL BACKFILL MATERIAL TO BE PLACED MAX. PAYMENT LIMITS ONLY FOR ��`\;,�y,,'\, ;;'\��/��`� '�� a ' �°� G '�; ,: �� I� Peo !e.Pur ase.Place. „ �.. ,�'��,. ��� ���,,,,; ,, .. .: ..��� �� �_�\���;��`� - ,�r``�,•.� � ; :�. s e �'"- 1' I' IN 6 LIFTS AND BE COMPACTED TO TO OPEN CUT AND ARE NOT INTENDED ��� ` � ;� ; � o / ' a, ', .� „};. 2'-10"OR 3'-6" %;1: CONE EXTENSION 4"HIGH MIN. 10"MAX.SPACER �%� r; �\�`\ `� ��'��'��;:����'`�� t:,: ., , . r:,; Q-- o ;� g Alley p:518-5$7-8100 TO REPRESENT STABLE SLOPES � �`� �` \ � � � � `�'' 40 Lon 95%STANDARD PROCTOR(ASTM D698). �' " '�;��'`% ' TM - D� FOR 24 �; v F•� �; OF PRE-CAST GRADE RINGS AND NON-SHRINK ' �r`\3� ��, `NS�� \ OPENINGS `�' � Saratoga Springs �518-587-0180 DEBRIS, FROZEN MATERIAL, LARGE UNDER FIELD CONDITIONS ; �� ` GROUT(7000 PSI)TO SUIT GRADE. SECTION A-A � [�fY 12866 www.thelagroup.com CLODS OR STONES,ORGANIC MATTER Q �� UNDISTURBED SOIL �' �' ECCENTRIC CONE SECTION H-20 LOAD RATING OR OTHER UNSUITABLE MATERIALS #10 GREEN COATED STAINLESS p�W (Np,) �{ x� BUTYL ROPE SEALANT(TYP.)DOUBLE IN SHALL NOT BE USED AS BACKFILL. STEEL HDD TRACER CABLE,TYP. - ` GROUNDWATER Unauthorized alteration or addition to this �' '�'" document is a violation of Section 7209 of the NON-WOVEN GEO-TEXTILE 'f �_ :�; RISER SECTION.AVAILABLE IN 1'-0",2'-0", 3'-0" New York State Education Law. ENVELOPE(FABRIC EQUIVALENT '� ` >. PROVIDE SMOOTH CHANNELS ,�. AND 4'-0"HEIGHTS ! / ;� ` :�f � IN CONCRETE BASE WITH � { �• TO PROPEX GEOTEX 451 .�� ''� '� � , � l � � � �, �,\F GRADUAL SIZE TRANSITIONS =� '�,: PLASTIC STEPS AS � '� � � � � MANUFACTURED BY M.A. �the I.A Group 2021 STRUCTURAL FILL PLACED 18"MIN. ''�' �``�`�,�r.�!.�rf,: \ ` \" .`?`� (NOTAPPLICABLE FOR �r, � ,� >\ ���\�f"����`� �i \ �`�\` ;� TERMINAL MANHOLES) 'I:" �,�; INDUSTRIES \'` .\ � �.� " IN 6"LIFTS AND � . �. � ` � "�'.` �' r` { � `�- NOTE:PRECAST CONCRETE MANHOLE SECTIONS AS PrePared for. : a WHERE A WATER TABLE CONDITION � ��� ' ��. : , � MECHANICALLY TAMPED ; ,' ��% ��, ��� � CTURED BY FORT MILLE , R APPROVED OR A.O.B.E. SEE NOTES 2. ` f ` EXISTS STONE BEDDING SHALL BE �f�.� , - � �1� \'.,�, � 4'-0"DIA. QUAL.A R 0 N R P P ro pe rt i e s L LC i WRAPPED IN A NON-WOVEN GEOTEXTILE �,%\\.4, \!; �;. � ;�� -... �� ;� ,� , , N =�-.�.+- `_:., _ .,.�r\/,�.;,.,,, • •,.�-...:< . '�\\�\\:, ,\\��\' � '.; , �\.•� � '�, 5 I.D.WHEN ' '_-5 .,� � � i � �° ' ENVELOPE(FABRIC EQUIVALENT TO �j����� �f�;����;�,� ,.,,.:� 322 Woodbridge Avenue CRUSHED STONE, SEE NOTE 2. FOR ��:.�,��,\ �. \.�\;���\'�>�\%\�" ,����f� APPROVED GRANULAR�� � �• >15'DEPTH ;�: UNSTABLE TRENCH BOTTOM USE , � ' � `' � PROPEX GEOTEX 451) �����,�~�!��`;; �'����f�%�.�;�,;F� �\��,��i�;� � BACKFII.L COMPACTED ' CONCRETE REINFORCEMENT AS PER ASTM x- � + ,,: , . : I � Buffalo, NY 14214 ADDITIONAL DEPTH OF STONE AS �° � 'Y '� ��� IN 8"LIFTS TO M�N.95% '` � � I: C478 85A NECESSARY TO PROVIDE A FIRM '` �z �: -- ' � 6"MIN.STONE BEDDING FOR PIPE NOTE: RETAINING GLANDS ACCEPTABLE PROCTOR ���% �� '� PIPE HOLES AS REQUIRED FLEXIBLE FOUNDATION 12"DIA.AND SMALLER 12"MIN. ENGINEER.S APPROVED BY CITY \ d�> � ;1: 1 STONE BEDDING FOR PIPE 14"DIA. NOTES: \ 4000#AIR CONNECTOR BY LOCKJOINT, KOR-N-SEAL OR \ EQUAL WITH STAINLESS STEEL BAND CLAMP O.D.24" AND LARGER � j', NP�� ' ENTRAINED ' 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: x,� � ' ' '�` BENCHWALLS �� N O T E S: S E E S C H E D U L E B E L O W. V A L U E S O F L A N D D O T H E R T H A N V t= L D W+ I.D. -I.D. �%� �\\ �i �k� THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY '` � �; �/FT 1. NATIVE EXCAVATED GRANULAR MATERIAL MAY BE USED IF APPROVED BY ENGINEER. YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT WHERE: \ � ; $ 2. CRUSHED STONE#1 AND#2, NOT TO EXCEED ONE(1)INCH IN SIZE. �N� \ , \� . ;I �= 1"MIN DROP BETWEEN INLET AND OUTLET PIPING A.O.B.E.=AS ORDERED BY ENGINEER. REQUIRED. V=VOLUME IN CUBIC YARDS ` '� 2.5"FOR PIPE SLOPES OVER 2.0%UP TO 6.0% : > , ;, , ;, 3. GRAVITY LINE SHALL BE SDR 21 OR 26, INCLUDING FITTINGS. L=LENGTH OF BLOCK IN FEET BUTYL WRAP 8"MIN. 'L-�`-'`'`-' i �' gA F PIPES 4. FORCEMAIN LINE SHALL BE C-900, DR 9 OR 11 (200 PSI MINIMUM). 2. CONCRETE NOT TO OVERLAP ANY JOINT. D=DEPTH OF BLOCK IN FEET • EXTERIOR OF , EXTEND STONE SUB SE TO SPRINGLINE 0 5. THE GRAVITY SEWER LATERAL SHALL BE LAID AT A UNIFORM GRADE OF�INCH PER FOOT(ABOUT 2°/n). W=WIDTH OF BLOCK IN FEET MANHOLE � c•, Z REINFORCED CONCRETE BASE 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH • 12 MINIMUM , - �< -; 6. WHERE A WATER TABLE CONDITION EXISTS,STONE BEDDING SHALL BE WRAPPED IN A NON-WOVEN GEO-TEXTILE ENVELOPE(FABRIC EQUIVALENT TO REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. I.D. =INSIDE DIAMETER OF PIPE IN FEET , . ,�- PROPEX GEOTEX 451). j �2„ #2 CRUSHED STONE SUBBASE 100% STANDARD 7. CONTRACTORS SHALL COMPLY WITH ALL LOCAL,STATE AND FEDERAL SAFETY REGULATIONS. 6. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING MANHOLE SECTION - - - PROCTOR(OR AS PER SPECIFICATIONS) 1'-0"MIN. 8. TRACER WIRE SHALL BE GREEN IN COLOR. 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS , MIN , UNDISTURBED DEPTH LARGER THAN 12"DIA. TO BE APPROVED BY CITY ENGINEER. CAPACITY OF 2000 p.s.i. (MEDIUM CLAY}WITH A SAFETY FACTOR OF 1.7. BUTYL DETAIL - �ug��p� --- 9. TRACER WIRE SHALL BE A MINIMUM OF#10 GAUGE STRANDED STAINLESS STEEL. '- -- - '- PRESSURE OF FLUID FLOW IS BASED ON A 300'HEAD. - __. ___ __ 10. TRACER WIRE SHALL BE APPROVED FOR HORIZONTAL DIRECTIONAL DRILLING(HDD}APPLICATIONS. :_�..�, 11. TRACER WIRE SHALL BE HIGH-DENSITY POLYETHYLENE{HDPE)INSULATED STRANDED STAINLESS STEEL OR APPROVED BY SCSD#1 :_,^ � 'k ^ 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL BE s'AN ITARY MAN HOLE '� � s'� ' RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS,OR BY REMOVAL SAN ITARY PI PE TRENCH SU F CIENT STABILITY TO RESIST THRUSTS,ALL AS EQUIRED BY T�HE � Scale: NTS 1 Scale: NTS ENGINEER. VARIES REQUIRED BEARING AREAS&DIMENSIONS FOR CONCRETE THRUST BLOCKS TOP OF BERM , . ,� � „ ,, FINISHED GRAD TEE 90°(1/4)BEND 45°(118)BEND BEND t1/16) gEND��1132) ,-' �� ``��`�, TOP OF WEIR ...: � , r ,�,. . , , _; , , , � �, : , � � � PIPE AR DIMENSIONS ARE DIMENSIONS �EA DIMENSIONS ARE DIMENSIONS AREA DIMENSIONS ` � ` �� �:�`�� ��'�`�� T� �� �, `�. SIZE sQ. SQ. SQ. sQ. sQ. �Mpxl .=, . V �'" � :�' ' \ � '\ �\'.� ��\ '\ �", ,�\ . \ \ \ INCHES FT. D x L FT. D x L FT. D x L FT. D x L FT. D x L S l3. qR�FS ��. �\%�\ , \\:'�\,, �\:. �� '�� � " \ \\ .\ , \� �PR\E 12„ � 12� (3•�M�) 6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2.4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 ? 8 5.7 2.0 x 3.0 8.0 2.0 x 4.0 4.3 2.0 x 2.5 2.2 1.5 x 1.5 1.1 1.0 x 1.5 � �:�.:-�� ::.��. �:,�: �., : . 12"THICK MAT OF STONE FILL(LIGHT) GEOTEXTILE SEPARATION FABRIC 0 � THRUST BLOCK DETAIL MIRAFI 160N ORAPPROVED EQUAL FULL LENGTH OF PIPE 4 CENTERED ON SEWER LINE Scale: NTS 4"LOAM, SEED VARIES &MULCH g� FWISH MIN TOP OF BERM Z KEY � SAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT.AS �T� EXIST. PVMT. '`` " 12° 1�1 ��� 12" TOP OF WEIR � WATER LINE SHOWN.TACK COAT EXPOSED EDGES OF EXIST. PVMT. s �,,. , , SANITARY SEWER PRIOR TO PLACEMEN7 OF NEW PVMT. ' `' ` � .` ITEM DEPTH MATERIAL METHOD OF (GRAVITY OR FORCEMAIN) LAWN RESTORATION PVMT. RESTORATION PLACEMENT OR STORM SEWER TOPSOIL&SEED 12"THICK MAT OF STONE FILL(LIGHT) GEOTEXTILE SEPARATION FABRIC AS SPECIFIE NEW.PVMT. SEE DETAIL PIPE ZONE BEDDING 6"MIN. CRUSHED STONE MECHANICAL `SEE NOTE *SEE NOTE : � COMPACTION MIRAFI 160N OR APPROVED EQUAL Project Tit/e: _ � < : , \, � � \ I N A ILL CO EIN�. CRUSHED STONE COMPACTCION STO N E OVE RF LOW W E I R Ta i t La n e Rese rve 1 NOTES: `;�' �1� � ; � � � � FINAL TRENCH BACKFILL VARIES SEE NOTE MECHANICAL Scale: NTS ,\� � � \ SUBBASE MATL.; COMPACTION Sa ato a Serin s NY 12866 1. WHEN INSTALLED PARALLEL,ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT - - ;-a w � ; REFER 9 P 9 � ;`.� cn BE MAIN-TAINED,WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER,WITH BOTTOM w -.--�,. � � ,,� TO NEW PVMT. DETAIL SCREW TOP LID OF WATER MAIN 18"MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18"MINIMUM VERTICAL � > > NOTES: FINISHED GRADE SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER,ADEQUATE STRUCTURAL SUPPORT SHALL W o o BURIED METALLIC 1. F I N A L T R E N C H B A C K F I L L � B E P R O V I D E D F O R T H E S E W E R T O P R E V E N T D A M A G E T O W A T E R M A I N. W H E N I T IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS,THE SEWER � z z IDENTIFI CATI ON �N' .: � 1.a. IN NON-PAV E D A R E A S, F I N A L T R E N C H B A C K F I L L S H A L L B E � � � �� h � � � INARNING TAPE PANELLA TYPE CLEANOUT =;-- �,... ���, ���, �� ��POROUS PAVEMENT SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE,AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO Q � = EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE z� �'���-� ��"'��°x'��� ' - o � ' WITH COUNTERSUNK HEAD ' f = ��'�- BACKFILLING. W • �;, a.�,,� z FINAL TRENCH BACKFILL ENGINEER OF RECORD;OTHERWISE IT SHALL BE � � � "�� (SEE NOTE) STRUCTURAL FILL. MIN. MOD. PROCTOR DENSITY SHALL BE 85 ' ` ' -- -\ ` _? _.� �_� ::,� :.; � �^�RTOERV I R � '� PIPE SEAL GASKET :� � 1 ` ; r_ < > 2. PARALLEL INSTALLATION > o �r ` ' PERCENT. ` ���� ° 2.1. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY OR STORM SEWER, � �! . �-:2 PIPE ZONE BACKFILL 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE , - .-- <_- \.? .-.. ES 0 � 2 l � �._.J� \.,� �.__,. ,...� .....' � � ' ,..� ' . \ f ; � t __, i . SEPTIC TANK,OR SUBSOIL TREATMENT SYSTEM.THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. o x • �;� � ,� ; STRUCTURAL FILL. MIN. MODIFIED PROCTOR DENSITY SHALL -� �-; .- :-- �- ;; � -; - �Q� ���/3„ � ; 2.2. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, REVIEWING AUTHORITY MAY ALLOW DEVIATION ON A s ,, '�� ,, ;: ` - PIPE ZONE BEDDING BE 95 PERCENT. > ' � `_� ;:> \::::' `_z� :� � 5 B. 4 , ... . 6"SCH.40 PVC, PERFORATED ' \ < ' � `' `�1 '�P C�� y�'� � CASE-BY-CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. '. MATL 2. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL,AND FINAL TRENCH � -�, �� `� � �-�, tr� � +f '� BACKFILL SHALL BE PLACED IN 6 INCH MAX.COMPACTED LIFTS. WRAPPED IN MIRAFI 160N ' .� `�' , . ` i s ;;, ,., .V.O fi.s,� * -:- �. ' � . l.' ,..` �� 3. CROSSINGS ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY ', " t \ ;_} � t-; F_\ ,`> `' ►` p sz.,,;�, � 3.1. WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF Z COMPACTED TO THE SATISFACTION OF THE ENGINEER. ', x a� � : � ; - ,� ; . ;; <, THE WATER MAIN AND THE OUTSIDE OF THE SEWER.THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE � PIPE O.D.+24" � � . : ,; ;; �,: 3. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. "�' �;�" ��� " � ���'�`"° � �"` 2 �` . at, � ;.. . ,,,,� , ;,, _�€_:�_: � .A r^w , . .A . . �i^� �.,rcl•._;-;:_i:`pi:;-;�Ff!:v��i;:;ciE`<r;i'i�:at;;;;_:``.:�:����o:,- (� v , 4 � ::: t<'` �c' SEWER WITH PREFERENCE TO THE WATER MAIN LOCATED ABOVE THE SEWER. � M�N. � � '��.�,<��. f „ =- �....,.._...... �.s. O ��y33� �t. � �" ' � NOTE: 3.2. AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. �>� � , , , :', , Q�i`{�}� pt�P'�` SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. ' ` ` ' ,' ' = "°` . " � � ,5°'"„` 1. A TUBE SHALL HAVE A FACTORY ATTACHED CAST IRON OR HIGH IMPACT PLASTIC COLLAR ��'�� WITH RIBS TO PREVENT ROTATION WHEN REMOVING SCREW TOP LID.THE SCREW TOP LID 5 TYPICAL TRENCH SHALL BE CAST IRON OR HIGH IMPACT PLASTIC THAT WILL WITHSTAND ULTRA-VIOLET RAYS. Scale: NTS Project No.: 2018025.04 UTILITY CROSSING DETAIL _ . , OBSERVATION WELL Design: BCS 2 SCdl2; NTS ��� � � � $C812: NT$ Drawn: BCS Ch'k'd: DBH 2"PIPE PROJECTION Date: 5/8/2020 Scale: NTS B� INTO MH(TYP) B� Rev: Description: Date: 1 REVIEW COMMENTS 11/13/2020 PIPE SLOPE TOP OF BENCHWALL 2"PER FT. = 2 REVIEW COMMENTS 1/5/2021 � cn DOT ITEM 620.03 STONE FILL PROPOSED FINISHED A � A Q A LIGHT ,OR AS SPECIFIED GRADE-SEE PLANS 3 1009'o DD Submission 3/25/2021 CHANNELDEPTH ,� ♦ � � � ) 0.8 PIPE DIA. + - �"' � - - HDPE FLARED END SECTION WITH 4 PERMIT SET INVERT - „ 5 Permit Response 8/31/2021 � Q CORRUGATED HDPE N Z CORRUGATION COUPLING STORM SEWER PIPE; � � MATCHING CONDUIT 6 Addendum 5-Bid Set 1/31/2022 SOLID CAST-IN-PLACE CONCRETE � �� B� � REFER T PLAN F R CORRUGATIONS&HAVING FORM SMOOTH CURVE 0 S 0 AIR-ENTRAINED 3000 P.S.I. MIN.(TYP.) SIZE AND LENGTH ANCHOR TOE PIECE. INSTALL AT B�___ � ALl PIPE ENDS. Drawing Tit/e ONE-WAY INVERT MULTIPLE INVERT °r° g SECTION B-B PLAN �W�� FORM SMOOTH 1/4"PER FT. MIN. CURV SECTION VIEW GEOTEXTILE SEPARATION Uti I ity Deta i s PITCH . - INVERT IN FLARED END FABRIC UNDER FLARED � ACROSS , ;;;'�;�: SECTION END SECTION&RIPRAP Plan n i ng Board # 20200270 _ -�H ,�; .::,;;:;.: LESS THAN 2' *WHEN OUTLET IS TO - ~ ' `''`'` i�` ``' INVERT OUT SWALE, EXTEND STONE Anoroval � i�' . :..:.::�';:'..�'::,.::: •...:. - .`a;": �:.;:s,. :.:.r.:.::v. � STONE APRON WIDTH&LENGTH TABLE FILL UP SIDE SLOPE A EXTEND RIP RAP � .�: f�� Drawing No. MINIMUM OF�THE SWALE Approved under authority of a resolution adopte � STANDARD INVERT SMOOTH DROP INVERT FILLET 12"MIN.ABOVE - - ' DEPTH. by the Planning Board of the Cit arat a Springs. �°' FLARED END. PLAN VIEW "L" " - SECTION A-A Chairperson 5 . . FLARED END SECTION Date Signed T��� ��-A-- 3 MANHOLE BENCHWALL " Scale: NTS Scale:�VTS � 3'-6"MIN. L 1 PIPE LENGTH{18'-0"MIN.) PROPOSED FINISHED GRADE � 2'-6"MIN. i PREFERRED OR EXISTING GROUND LINE PREFERRED AS FAR AS POSSIBLE AS CLOSE NOTES: � �� AS 2-6 MAINS SHALL BE VALVED TO INSURE TELESCOPIC PATTERN BOLLARD Th e LA G ROU P PREFERRED POSSIBLE THAT WATER FLOW IS NOT INTERRUPTED (2)3/4"0 THREADED TIE RODS, TO MORE THAN TWO HYDRANTS AT ANY WASHERS&NUTS AS SPECIFIED; VALVE BOX PER CITY 5'-0"MAX. APPLY 2 COATS OF COAL TAR OF SARATOGA SPRINGS Landsca e Architecture&En ineerin P.C. SARATOGA STD. GIVEN TIME. � ) P 4 9 MUELLER CENTURIONA-423 EPDXY PAINT FOLLOWING EXCAVATION STANDARDS " INTERNAL 4-1/2" FLUSH WITH Peaplc.Purpase.Placc. W/4"STORZ CONNECTION z m PAVEMENT OR ALL HYDRANTS AND VALVES SHALL ASSEMBLY(20 MILS MIN. DFT BACKFILL AND ��o PROPOSED 8"/6"x6" 4; STEEL PIPE, FILLED g � ( N OPEN RIGHT. TOTAL ,TYP. COMPACTION PER W #�' TAPPING SLEEVE AS 40 Lon Alle 518-587-8100 1 REVEAL IN ) WITH CONCRETE BREAK FLANGE �4 v TURF AREAS CITY OF SARATOGA � INDICATED ON THE g y p LOWEST PART OF CURB MECHANICAL JOINT RETAINER SPRINGS v PLANS � Saratoga Springs f 518-587-0180 Z I�fY 12866 www.thelagroup.com BOLTS TO BE ,�.., FINISHED GRAD PAINT SCHEDULE: GLAND FOR DIP PIPE,AS REQ'D. STANDARDS ° . a ` .. „ �<� �\ ����, \ \ \ .. A MIN. 1-1/2 ,i� ``;t\�',�1��: �/i��``/r�� a/� i COLOR OF '�' RON PI E WAT,ER MAIN E • s `t� � ABOVE F.G.AND A MAX. �� ' ; ; � : ; 8"ABOVE F.G. p `cs $,� , <z • -;,��, ; ` �:��` SIZE OF BONNET AND COLOR OF �� ,��,�R,� ; ,a,�\ \�, � ,:ai�,_, ,i �� , , � � � � � �; Unauthorized alteration or addition to this * �' "' �'''�-��' �- 6 0 DIP,CL 52,WATER MAIN PER ` 3,000 PSI MIN. �' � � ��` ;_ -�..� � -.� document is a violation of Section 7209 of the W �.x -� i�' � s�_`� .ci . .-• . a- �� c �- .�- � � �,�,. _, MAIN CONNECTOR COVERS BARREL , , � �t� �r , ,�,, ,� �^ $,� , ;, �` '� � .t:. >n. '. '� z.+ �`� 'C � l`"��. `Y?X r .�.c -<., i c..,� � � �: ' _ T' CITY OF SARATOGA SPRINGS ' CAST-IN-PLACE CONCRETE • � New York State Education�aw. � x � r �.. -� a .:. ` 0 6" BLUE YELLOW w,r�t � >� � � ��` �, � � .� _ :� � ,; . Y .�� �::;T�. - ._� �;., _ �.� . . � '�'`�:�, � nY.�llmr � � � � '°'� ��'�� �` � �� �� � � 8" GREEN,FOREST YELLOW STANDARDS.AS INDICATED ON THRUST BLOCK �the LA Grou 2021 � �'���f��`��'��A����� � �,`;�\�`\�ji\�����, � . 10" BROWN YELLOW THE PLANS. � ' UNEXCAVATED/ ��� %:,�f�i'.�•.����,��r, . � � z 12" GRAY, BATTLESHIP YELLOW p } z VALVE BOX 6"M.J. � � 14" GREEN,LIGHT YELLOW < :a, � ;_�UNDISTURBED EARTH � - � � PATTERN PIC G A T E V A L V EQ q 1 6" O R A N G E Y E L L O W , ; , , Prepa�edfoc � 1, .:<. ` 1 ��.. t �.:�� � ...':;-. � � , � SARATOGA �n �- s' *; z.: ;� ��a :: :..; .. o° � � � 20" BLACK YELLOW POLYETHELENE OR � 'r' STD.- W 24" YELLOW YELLOW � . BUILDING PAPER � 3/4"TIE-ROD FOR MUELLER p 3000 PSI CONCRETE NRP Properties LLC v THRUST RESTRAINT A-2360) v FOUNDATION CRUSHED STON W (ONE EACH SIDE) Mq�N � � , „ 322 Woodbridge Avenue SIZE 1 AND 1A � OR RETAINER GLAND TIE ROD CRUSHED STONE PIPE BEDDING, 12 X 12 SOLID PRECAST A.O.B.E. o AS SPECIFIED CONCRETE BLOCKS(6 MIN. BUffeIO, NY 14214 DRAIN ° ° � THICK) , MECHANICAL JOINT � CONCRETE THRUST ' '' � � ��; � TAPPING VALVE&M.J. BLOCK.3,000 p.s.i. �.� r ; ''\��`��� \'\�'\�'\���°��`��`\ �'' �\ ` \`��\�< • � � ,'���`'�� RETAINER GLANDS PER CITY OF � \/'�/\/\ � \.�\/\� \:\�\ �,.� -:;.��.,:',. r,>.\��.\:\\.,� (NOT REQ'D IF R.G. ��, ,;�,�� �:r... ,�..•.�,��:.. . .. . ,�/%a, ,�,. . : . . OR TIE RODS ARE j���` � ���.�:�r BEDDING,PIPE ZONE M.J. CONCRETE THRUST SARATOGA SRPINGS STANDARDS USED) BACKFILLTYPICALTO ANCHORIN BLOCK.3,00aP.s.�. WATER SERVICE CONNECTION BOLLARD TRENCH DETAIL REQ'D. TEE (Typ.) 4 Scale: NTS � Scale: NTS 1. HYDRANT DRAINS SHOULD BE PLUGGED.WHEN THE DRAINS ARE PLUGGED THE BARRELS MUST BE PUMPED DRY AFTER USE DURING 12" FREEZING WEATHER, TOP OF BERM 2. WHERE HYDRANT DRAINS ARE NOT PLUGGED,A GRAVEL POCKET OR DRY WELL SHALL BE PROVIDED UNLESS THE NATURAL SOILS ���-- ��` WILL PROVIDE ADEQUATE DRAINAGE. ��' ���� TOP OF WEIR 3. HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR LOCATED WITHIN 10 FEET OF SANITARY SEWERS,STORM SEWERS,OR STORM 12"THICK MAT OF CRUSHED STONE �� ' 1 DRAINS. �—''� 4. HYDRANT DRAINS,WHERE ALLOWED, MUST BE ABOVE THE SEASONAL GROUNDWATER TABLE. R`ES 13:1 M�l ' VqR�Es �P _ —�— .. —;—._ ��,y _ _ ; ,: ----, FIRE HYDRANT DETAIL � ' � ., _ . . _ _ __ .. . � . . . - 1 . � . . _ _ _ ; _ _ , . . -�- Scale. NTS _ . ,� , , __.. �. _._:.;_, '. _���'_ '.. �-% , ' ���. �� . .... .._. , m ; .�� ...... _ ...'.. .... �.. � , ., _... .. ; ; .... ,' 7: THREADED CLEANOUT PLUG ; ; 4 �' ' _ - : , . . ....... ........ FINISHED GRADE FOR UNPAVED 10" LETTERING ON COVER:SAN. SEWER � '� ' � �' AREAS WITHOUT FRAME&COVER � FINISHED GRADE FOR PAVED AREAS WITH 4"LOAM,SEED 36� �� FRAME&COVER &MULCH 12"THICK MAT OF � ;1� ' . ` , FINISH 10 0' STONE FILL(LIGHT) ;-" „ _.. ,_ �� , . � , , _ ,,..�, F� �, , _ __ ; , , ' ' >; ,., , ;... _... TOP OF BERM . _.. ; , ; _ _ 50' . _. _ .:~, �� �•.,; ��, . y �, , . _ . , _. 322 __.._ , . \ '. \ �- � , '_ _ 20° ' TOP OF WEIR ; �� �� 1 > �, � ? � �, > � . 25' . .:.. . ; .:. - _ , _ _, � ; 321 , ,. , , ' ' 24" <.: , , 24�� � .�, �� ��;. ,��, �-� E`� ` SYRACUSE CASTINGS N0.4155 " - , ._ _ ,.. ,.- ' ` CAST IRON FRAME&COVER,OR � . , ,, � M � � �: � ` _. : ,. :: EQUAL _ . __ - 1:1 ; <... 1:1 , � _ _ , _. \ .: 1 q� �_, � �"l q��',,� . .y __:. ; . . ',� � � ` � �,` �.: - - . , ROOF DRAIN DOWNSPOUT, � ''f Y � � � E �� ' SEE ARCHITECTURAL PLANS .,,. , .-: ,.: _- -__ _�,,.�� �� ,�� �'� �� � _ ; _ -::.. ;;. _. _ _._ ,: � ..� � � ' � � ' 3200�TCH INVERT ' � :. �. .,: ._,�.. ; cc, , , � � \ ..:� :.. `S. � �:.. _ _ _' �. . � > � •: -._' ,14� ; �.� . ,� o� _ . a.�..'i, CRUSHED STONE ---�,,�„��� � �� �,� °� �� 1l8 LONG SWEEP BEND _ (NYSDOT#1) � � ' � � ` .. , r �: � ! v. __ . .., . , , ,: _�`� �,;.,`. , ". .��_. � �:� � ' __ _. , ,: � . ___ ... ,, - _. .,"�� �,:' .. �. Y?, �� � 4,�SDR 26 PVC _ . , , � . <; , _. � - �. � � � � � ._° c� _ , ; ; __ � ,. -� A. , � -� �: . , �,. . ; .:. . < , � ' ; _ .:. . . : ._.. . ,._.. _: ,.; ,: ._ . .. . : ,. . �,.,, ; ;,- ....: > ,- , �: , � � � � � �,: TE -- ..�_ , . . .. ."l, . 'l.�a,y"'v� a K,. ` l•..r'1....'4•, n . . . -. 2' .. . .. , . i . , .. i .. . . 4 :.. . . , ,:�. -.i � .` '�. ' .�... .....::, . L.o-. .; . -_._,. -'...i ,.,�� .. ., :. . e�. ..,e.. .�.. .�. . , .�.e•. . : : .. . ^ : . ... '.: � .:... � .-..' , . ....� , .. . �: ' :... ' .': ..:'.., ... _ ': :- .'' � `:..: B . � .�.. . ::.��. . .. . > �, _�: ,-_ >: �-.� _..: 6 UILDING LATERAL : .E , _ . __.. ,, ,,,, _. . ,-_._. ...._ _....._ ,. :.. . ... ; . SPLASH BLOCK .. ,_ � � ,�. _.._; , :...., . , � ,<.- �: , < , : ..: _...... ._. ,< . _.... , , .� :..: ..- ...�. :. . .. ^"'�, i"'�.. . . :.-i' \ r.�,.�,::', .�_..\:.: �' \. . :� . 5 \ y� \ \ � � \ . . � � n'. / . : : ...... . - �'. : '�_. ' _ _... .. ..... . . ..... ...... . . _ .._._ ._ .. :, '. F� __ _ _ �-��_�� �\�n�� Y s\ �\ E�� ,�� ��. �K. � �' � �� '� � ;:;� �r � r . � ,� CRUSHED STONE ': ' . � . '� r 'G �•K �'� .3''� . '� .i 1` �J � SANITARY SEWER CLEANOUT V-NOTCH OVERFLOW WEIR ��� f�l SLOPE 2 5 �,,, a� a � Pro�ect Tit/e: aa Scale: NTS Scale: NTS ` '' f� '� ° ' , , Tait Lane Reserve ;�', �n ¢ �'r F�;r p,F�, •';i;� • i_?r � 14 Talt Lal'12 ALLOW 2"FOR FINAL �, ,"�`�� f ,.� STORM SEWER PIPE TO BE Saratoga Springs, NY 12866 ADJUSTMENT OF FRAME MORTARED IN PLACE WITH HEAVY DUTY FRAME FRAME TO BE NON-SHRINK GROUT Q SPLASH BLOCK DETAI L AND GRATE 3 MORTARED TO TOP OF �7 ' Scale: NTS EXISTING ANDIOR FINISHED GRADE A> CATCH BASIN WITH . ,. , , - ;:, ; ��;<�>r.,. � 2,s„ , ,, , - NON-SHR NK GROUT :. _; .. . t �� �, . . :. , ..-. , _: �. -: VARIES-45° BEND MAX. � � - <-��`�e`�,?`'�,>`'���-�`"'�-, ALLOW 2"FOR FINAL 6" 6" - MIN. I.D.** VARIES-45°BEND MAX. `'' ��""�'�'`�'``' `�' " �`�� `�' � ADJUSTMENT OF FRAME 2'-6" G-'S,4.z��t.'���``?' � VARIES-45° BEND MAX.AS " ''� MIN. I.D.'" TOP OF POND=322.5 �� REQUIRED A 2%MINIMUM SLOPE(TYP) KNOCKOUT *30" MIN. SUMP TOPSOIL AND SEED ��Q'� N�C�/'�,,� — — — � PANEL EACH � � " • ' �Q, �S E3. y� �'A � � SIDE , n : - ,� C�J� �� � ` f_<� ,�� . . <�.. � — _ _ A-A�., B-B' � � � � � � —IG /� � . 4 � ` _ �� ttl � ' 12"CRUSHED STONE ON �� � �' � � BEDDING MATERIAL(TYP.) � g� � ��,.:, �� � �� �'"'�'� �� (SEE TRENCH DETAIL) o :`t ` � UNDISTURBED SUBGRADE r �sfi � � Z \ t � `` '' SECTIONS 320.0 — a;o �9y33 �,�,4' . MAIN SEWER � k�' R��'�'SS1��' � LATERAL CONNECTION SECTION '��'�� CONCRETE-4000 PSI @ 28 DAYS MIN, N.T.S. � � p���� REINFORCMENT-6x6- 10/10 WINM ALL BOTTOM OF POND=316.75' MAIN SEWER `'��A 3rO FOUR SIDES AND BOTTOM (CONFORM TO Project No.: 2018025.04 ', g �1/ti ASTM STD.A-615) � Design: BCS • � �' � � _ � Drawn: BCS Ch'k'd: DBH I NOTES: 6"DEEP CLAY LAYER Date: 5/8/2020 Scale: NTS 1.ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.d.O.T. HIGHWAY LOADING H-20. MIN.50% PASSING I #200 SIEVE AND MAX Rev: Description: Date: , 6 CATCH BASIN KNOCKOUT STRUCTURE PERMEABILITYOF 1 REVIEWCOMMENTS ��,�„zo2o I Scale: NTS 1X10-5 CM/SEC 2 REVIEW COMMENTS 1/5/2021 ( 3 PERMIT SET 5/27/2021 ' ` CLAY LINER � ; , � � � � 4 PermitResponse 8/31/2021 �k ��,I 4 , � ! {1 } � ` � ' ' � ` ' ` ' + 5 REVIEW COMMENTS 10/18/2021 � ,� r� � � �, , ; S i � , � SCaI@: NTS � �, } � � � , , � } � � �, � � �. , � , d � a �� � 6 REVIEW COMMENTS Ol/24/2022 ��/�/ ( � � �, � t � � YYIE,45° ,;5 I t ��, . �� �ai�t �r t � � � �� t � �� r � ,�, �u y nk y , , 7 Addendum 5-Bid Set 1/31/2022 VARIES-45°BEND MAX. � , °f� �� � � � ` ��� "`" � AS REQUIRED �, � , 6"SEWER LATERAL(TYP.) � Orawin Tit/e , � 9 � � � ., . '�; NOTES: , � • BUILDING SEWER LATERAL MATERIALS SHALL � � � � > � � � � � � � . . . BE THE SAME AS THE MAIN SEWER LINE � � �� �� � �� � �� � � � ��� ���' � �� � ���� � �� ' � � � � Utilit Details MATERIAL UNLESS OTHERWISE SPECIFIED. � A y • ALL GRAVITY SANITARY SEWER LINES SHALL I � _ _ _ _ _ 0 � � BEATADEPTHOF4'ORGREATER, IFLESS Planning Board # 20200270 THAN 4', LINE SHALL BE INSULATED(SEE A�oroval '� �', �' ,.--� AIL) �. r • CONTRACTOR IS RESPONSIBLE FOR Approved under authority of a resoluti d o�awing�/o. ESTABLISHING FLOW I ,/ by the Planning Board .o the Cit �' Saratoga Spri gs., LATERAL CONNECTION PLAN �;�.'�'�?'�����t:'��" SEWER SERVICE DETAIL �� , �� �� , � , � E � , ,, � , , � � `, ' �� �na�r�sr$a� � ;� � CS.OS 3 r y S � 4 `i (a { a x �g �{ �� � }. , d� � � Scafe: NTS � � �. _ ., r �� � <�., e w , �� r,r � af�. q 5f1 ��J f V t ,Y 1 !. � d tbi4�'� � �-, ' ` , � . Date Signed � OG � z � � Th e LA G ROU P CONTRACTOR SHALL FIELD VERIFY DIMENSIONS Landscape Architecture&Engineering P.C. PRI R T FABRICATION;ALL POSTS SHALL BE � �� �� Peaple.Purpose.PCace. ��G+ � � �' � ��P� ��E �r , � f r�� r. A EMBED MOUNTED 6"MIN.WITH MANUFACTURER ,`, � ���� ,�'°�} �` � , s� ' �" � '� � �� ��' '4 ' ' ;; PROVIDED STAINLESS STEEL INTERNAL SLEEVE � � �� � � ��� 4 �: �'�`�� . „ ` "���:�.ti .� . „ � � � 40 Long Alley p: 518-587-8100 MOUNT FOR POURED HOLE LOCATIONS ANCHORED '� Saratoga Springs f 518-587-0180 WITH ROCKITE�/KWIXSET� OR APPROVED EQUAL. I�IY 12866 www.thelagroup.com -------� Unauthorized alteration or addition to this MACHINED POST TOP,TYP. 12� document is a violation of Section 7209 ofthe SET POSTS WITHIN MANUFACTURER PROVIDED STAINLESS New York State Education Law. R24"(PROVIDE 9" STEEL INTERNAL SLEEVE MOUNT FOR POURED HOLE SMOOTH TRANSITION) LOCATIONS,TYP.6"DEPTH. PROVIDE STEEL ESCUTCHEON �the�,4 Group 2021 F4 NOSING BAR,2" CENTERED ON STAIRS PLATE COVER PER POST; FINISH SHALL MATCH POST AND CLEARANCE,TYP. � � HANDRAIL; 2 3/8"ANTI SLIP NOSING � � P�epa�edfo� ALL TREADS,TYP EXPANSION JOINT,TYP. R1/2"TYP. POST TOP TERMINAL POST(REQ.'D @ FENCE CHAIN LINK,TOP N R P P ro p e rt i e s L LC STANDARD CONCRETE PAVEMENT TO MEET CONCRETE STEPS FLUSH WITH SMOOTH (AS SPECIFIED) END,GATES,&DIRECTION CHANGE sELVAGE KNUCKLED 322 Woodbrid e Avenue WASH TREAD TO TRANSITION,TYP; PROVIDE HAUNCHED EDGE OF CONCRETE PAVEMENT AT ALL STAIR ' , � OF 30°OR MORE) LINE POST LOOP TOP g DRAIN ATy"/FT.,� � INTERFACES,TYP. ` � � ` Buffalo, NY 14214 �; TYP. y�p� � 3/4"0 @ 18"X 1'-2" ' - ------- ..,. , ..� �� � �` � `�', . , �� �� �; `` = , , ' ` , STAINLESS STEEL i ---- ^ ° � N ` °- '�' � �, LINE POST .: . a � ; �_� Y.\ 3/4 0 18 X 1 -2 STAINLESS � �' , f @ �; � . � ; ' ��' �;: � � �� �� �� �� � '. � ' (10'O.C. MAX.) � ;. �N DOWEL,TYP. STEEL DOWEL,TYP. �. WIRE TIES FOR ; e: i 4 �" , i' � . CO � �O�• � � ` � '' ATTACHMENT OF < � ` ':: ' ,_0" � • . .; i '\� ` . FABRIC TO � „ , °' " ' ,� �QG ' '�` , ` � , i� a q � ° ��� FENCE FABRIC � LINE POSTS . . .. . �p ,. II � . . . t�� I�4� �� ;�� � � , . . � . . .. . � 11 9 9 � <, , ;� i � r� � �n ON THE OUTSIDE OF POSTS . � (15 O.C.MAX.) STAIR ENLARGEMENT ------- `'''' '' c�t � P ��; °��\ I � ; ' �` �, , . �t, ,. � � INSET `'�` �� � ___ _ . � �� i � > ,. � e . `� �.� >� � �; . �\ � o a eo v� �� ' � � i, ��� � iF. � �y, � � � �, �.. \ ,X. - ! PROVIDE HAUNCHED EDGE OF CONCRETE A , ` � �=` � " ` � a TENSION BAR � � b � � ;, � c� ADJUSTABLE 5/16 P A V E M E N T A T A L L S T A I R I N T E R F A C E S,T Y P. � ¢� - � � TENSION BAND WITH CARRIAGE � - � � t ` �� � � �� � � HANDRAIL LAYOUT NOTES: BOLTS AND NUTS TRUSS ROD(REQ'D � ,: � ` F `I �=- -j- `� --� --�-�-� �=� IN CONJUNTION #4 BARS @12"EW MID ALT HOOKS Y `� �`. °, � � ' . HANDRAILS SHALL BE PROVIDED ON SITE STAIRS WITH(2)OR MORE RISERS. WITH BRACE RAILS) 1 IN FTG(EPDXY COAT VERTS)TYP. � � `i 3 v; � 2. PROVIDE 2"MINIMUM CONCRETE AROUND ALL SLEEVES. � �' , ,: _ � Z � ; � ; : 1'-0" 2'-0" 1'-0" 3. CENTER INTERMEDIATE POST WITHIN MID-POINT OF STAIR TREAD AS SHOWN. . `� ' � � ;.� (3)#4 BARS CONT. Np. Np, �yp. 4. HANDRAILS SHALL MEET ALL APPLICABLE ADA CRITERIA � ` � �� �I 5. HANDRAIL SHALL BE SET BETWEEN 38-INCHES AND 34- INCHES FROM FINISHED GRADE. FOR STAIR � ; � x ' � � �� ' � � #4 @ 18" EW MID; EPDXY COATED,TYP. SYSTEM LOCATIONS, MEASUREMENT SHALL BE FROM THE TOP OF STAIR NOSING. \ � � ` �� � � N ��...,. � �.. r ; ` ` .;> , °, � ' , � � ..:.>:.. . . ,,, , x ' 4 � � � ' � `��--�12"SUB-BASE COURSE,TYP. i. � �`�.� ' ;�..,..�.:��....� #4 BARS @ 12"O.C. HANDRAIL FABRICATION NOTES: PROVIDE 1"WASH VERT.,ALT. HOOK,TYP. 1. STEEL PIPE SHALL BE STANDARD WEIGHT SCHEDULE 80, 1-1/2 INCH DIAMETER NOMINAL, CONFORMING TO �' � TURNBUCKLE BOTTOM ACROSS TOP OF SELVAGE FOOTING(TYP) _ , A.S.T.M.A501;AI.L STEEL PIPE JOINT CONSTRUCTION SHALL BE TYPE 1,ORNAMENTAL QUALITY,AS z KNUCKLED I DEFINED BY THE NATIONAL ORNAMENTAL&MISCELLANEOUS METALS ASSOCIATION. � 2. ALL STEEL MEMBERS AND RAIL HARDWARE SHALL BE STAINLESS STEEL, SEE SPECIFICATIONS. � �a SUBGRADE:COMPACTED TO 95% MODIFIED PROCTOR 3. ALL CORNERS AND BENDS SHALL BE ROTARY BEND CONTINUOUS PIPE FROM RAIL TO POST, � � « -� : a� `4 NOTE: MECHANICALLY BENT FOR SMOOTH TRANSITION. �� =::_ ALL POSTS,RAILS,MESH,AND HARDWARE !ti�. UNDISTURBED OR COMPACTED SUBGRADE 2. PROVIDE 3/8"DIA. DRAINAGE WEEPS ON THE UNDERSIDE OF THE RAIL, 12-INCHES OFFSET FROM EACH �i;°�: SHALL BE GALVANIZED WITH PVC VINYL SIDE OF RAIL POST. �i ����� '''�'`�` �" COATING SEE SPECIFICATIONS FOR � �. __,;,.. ._.;;�._..._. STAIR NOTES: 3. ALL STAIR HANDRAILS SHALL RECEIVE A STEEL ESCUTCHEON PLATE. ADDITIONAL INFORMATION 1. PROVIDE 3"MINIMUM CONCRETE COVER OVER ALL STEEL REINFORCING BARS. 4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY DIRECTOR'S REPRESENTATIVE PRIOR 10'-0"O.C. MAX 2. CONCRETE SHALL BE 4,500 PSI WITH CORROSION INHIBITING ADMIXTURE. TO RAIL FABRICATION,AS SPECIFIED. 3. ALL STEP RISERS SHALL BE EQUAL(6"HEIGHT)AND TREADS 12"DEEP UNLESS OTHERWISE NOTED ON PLANS. 3,000 PSI CONCRETE FOOTING 12"DIAMETER �,r � _ � , CHAIN LINK FENCE � S ITE STAI RS 2 s�a,e: NTS Scale: NTS 11'-0" Pr�ject Tit/e: Tait Lane Reserve 14 Tait Lane POST CAP Saratoga Springs, NY 12866 FINISHED GRADE FRAME AND GRATE r , ;.:.,. INDUSTRIAL 180° o HINGE � u� f � �� , � _......... ; , > > : . ' . � ,: , :: � � , . , , t,.. ....... ...... ..... ... ._..... _... _...... ........_..._.....__........ _................._....... TENSION BARS ,��'` ''; `�`� ,' ` ` '; r�, �., ,� f 24"DIA. ; ', ,`��; i '`•��'� t��f,�;;3 'i ,± PRECAST CONCRETE RISER RING � � ���`,_ `r �z�'�'�: i' SET IN NON SHRINK GROUT. 6 0 GATE POST f�'f �r�-�5"�� ...�\r�,�gM ` �r r r 1�-'_ *t�:��j � w>i t�`f�. Y�r ���YQ t�+.��� ��,1 ��,, ���.� � ,��.� INDUSTRIAL FORK P� S aa �' �'� - � ��A �.�` 'Q,�, k.r(��;'` , � ��'= � �•� LATCH � 1� �'"�y.`.,, � ;��� `�1i'�''� 1.66"O.D.WELDED ` �:- � `� � , ) i [_.�; }'� 1 � L i...� t�l�.F^4..� �l' j j�� ���+� V ✓('t if 7 � � Ed'! '� r� . �� ��,` �, ,� D + MID RAIL , ,�. 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Utility Profile P I an n i n g Board # 20200270 An�roval -�! � Z r' ---�-�" Approved under authority of a resolution adopted � � by the Planning Board of the City of Sprin . �"f DrawingNo. Chairperson , <<, � � . �� � � � ��� � � C6.O1 ,tr� ` � ., e = g � � ;' ,�s ��j � �-� r � ' , Date Signed � �� r� Y t . , �v�,'�p ���r� �" .�f ;; �4 1 }�w�t� �r �s;l ��.. . s ., - �. ;i r,4 i r . . � a � � The LA GROUP Landscape Architecture&Engineering P.C. �'.�' �r:,�� People.Purpose.Place. �' � , + s �� ��, ��� '�s''' A's x � , ��`,r � f+ ' � ;:. ` , � +r°' � 40 Long Rlley p: 518-587-8100 . . ,',"�°�, , , , °' ,.� ,�., , , �' '�` �`��°�� Saratoga Springs � 518-587-0180 � �' - ' �� �' NY 12866 www.thelagroup.com Unauthorized alteration or addition to this ' document is a violation of Section 7209 of the " New York State Education Law. , ; � �the LA Group 2021 P�epared for. . 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REVIEW ALL PENETRATIONS THROUGH SHEAR WALL WITH "'� �' „ �I� „ STRUCTURAL.ANY PENETRATION LARGER OR NOT IN � 5" 5 I/ � 5 APPROVED ZONES SHOULD BE BROUGHT TO THE ATTENTION � ���` ��'���� .,�. � 1A 2A 8 11 1A 2A 1A � OF THE STRUCTURAL ENGINEER IMMEDIATELY. '"�.� ��''���° ,,�� ������ F. PAINT ALL EXPOSED METAL THAT IS NOT SPECIFIED OR _ 10 _ ROOF TRUSS BEARWG � INDICATED TO RECEIVE FACTORY FINISH. Rcs�d.��yc9 Loce�se#i#243$8 � �� � � �� 0 14 30'-6 7/8" G. REFER TO PLANS AND SCHEDULES FOR DOOR AND WINDOW ��P�rafr€;�i1a�e 12.31.2(}2� ❑❑ ❑ ❑ � ❑ ❑ � ❑ ❑ � _ ❑❑ TYPES AND SIZES. � � � � 16102 Chagrin Boulevard,Suite 200 2A OB / A A B B A A q g 2A H. ALL EXPOSED FLASHING SHOULD BE FACTORY FINISHED BY Shaker Heights,Ohio 44120 � MFG./SUPPLIER OR MATERIA�WHICH IS BEING FLASHED. Phone: (216)752-4300 � Fax: (216)752 4301 _ _ _ _ _ _ � _ FIN.THIRD FLOOR � I. ALL TRIM TO BE PVC TRIM,SEE SECTIONS AND PLAN DETAILS �W�RDLarchitects.com - _ 21'-5 3/4' FOR SIZING. � THIRD FLOOR BEARING � 19'-10" J. TRIM AROUND ALL OPENINGS IN VINYL SIDING.AT ALL INSIDE ❑❑ , ❑ ❑ `� ❑ ❑ ,' ❑ ❑ `� ❑❑ AND OUTSIDE CORNERS OF VINYL SIDING,BELOW ALL TAIT LANE RESERVE LLC 6 � � _ � � _ _ SOFFIT AT ROOF OVERHANGS AND ALL TRANSITION 1228 EUCLID AVE,SUITE 400 OB A A B B A A A _ ___ OB BETWEEN BRICK AND VINYL SIDING(BOTH HORIZONTAL AND CLEVELAND,OHIO 44115 4 _ VERTICAL).SEE SECTIONS AND DETAILS FOR TYPICAL PHONE#216-475-8900 _ _ _ _ _ _ _ __ -- � FIN.SECOND FLOOR � CONDITIONS. -14- - - _ _ -.-.�__ - - - 10'-8 7/S�� - - _ SECOND FLOOR BEARING � K. ALL TRIM TO BE 5/4"THICK UNLESS OTHERWISE NOTED. ---....__ - - 9'-1 1/8„ - �� ,' � � � \`� � � ,' � ��/ � �� - �� 1C 1 C O I-- . A � O � O O � O _ � O � - O - - � � � - � � � MATERIAL SCHEDULE - . . _ _ _ _ _ _ FIN.FIRST FLOOR � 8 1C �� 4 1B 4 8 1B 0'-0' 19 4 17 18 4 �B �7 g 1 19 1. SIDING: HORIZONTAL CEMENT BOARD SIDING WITH 6" EXPOSURE, FACTORY PRIMED AND FIELD PAINTED � ��� ����� COLOR: B U I L D I N G A - F RO N T E L EVAT I O N 1 B:SHERWIN WILLIAMS-ARGOSPOINTE � 1C:SHERWIN WILLIAMS-CITYSCAPE 1/8" = 1'-0" iD: SHERWIN WILLIAMS-CHARCOAL BLUE � � 2A. SIDING:CEMENT BOARD PANEL WITH 4"NOM BATTENS 2 2 2 U.N.O. -FACTORY PRIMED AND FIELD PAINTED. A7.03 A7.01 A7.05 COLOR:SHERWIN WILLIAMS-SNOWBOUND 2B. SIDING:CEMENT BOARD PANEL WITH 4"NOM BATTENS U.N.O.- FACTORY PRIMED AND FIELD PAINTED. COLOR:SHERWIN WILLIAMS-SILVERPOINTE TAIT LAN E 12�� � 12" � ' RESERVE 3. SIDING:VERTICAL CEMENT BOARD SIDING WITH 6' �2�� 5" � 2A EXPOSURE 5�� 2A ��, � 12" 5 � 1� 4. STONE: MANUFACTURED STONE VENEER. NEW YORK SPRINGS, 7 r e k' ir t � i x I *".'t. , ���k�'� � � � ���� � MFG:EL DORADO STONE, COLOR:SIERRA 14 14 �� �� _ ROOF TRUSS BEARING � � � ¢" ��� �� � a� �� _ROOF TRUSS BEARING � ����� � ��� 30'-6 7/8" � � � � ����� ����� 30'-6 7/8" � 5. PRECAST HEADER: PRECAST CONCRETE HEADER q � COLOR:TBD 15 �� ❑❑ ❑ �' 10 `� _ ❑❑ ❑❑ ,' 6. PRECAST SILL: PRECAST CONCRETE SILL } 18 B B _ g B -- = o Wz � = z � � � � L R:TBD � Z o �n � 0° 1C �C 7. ROOFING: FIBERGLASSASPHALT SHINGLE ROOFING. a LL z `-' °C W �� z = 1C - _ _ _ FIN.THIRD FLOOR � __ _ __ _ FIN.THIRD FLOOR � MFG:CERTAINTEED.COLOR: PEWTER ¢ � � z w Z = � w � > � z z 21'-53/4„ 1C -- --- - 21'-53/4" ZQa � � � � � � z � m � � � c� ozwo� 2A THIRD FLOOR BEARING - - -� THIRD FLOOR BEARING 8• DOOR&WINDOW TRIM:DOOR&WINDOW SURROUNDS TO BE �n � z o � � z � � � z a z W z � 4 19'-10" � � --- 4� 1g�.1p�� � 5/4"x 4"SMOOTH CEMENT BOARD TRIM.COLOR: o } � � ¢ � � � Z � o � o LL o 2A ❑❑ ❑ - �❑ ❑❑ -- SNOWBOUND cri°w° � = x °- zwp c� ¢ oQo \ / I \ / � W U � W Z 2 FW- O � J Cn m (n � i 2 A ` i 2 A w ¢ = o � w � xc� Z ¢ > ¢ Za ` ' �8 �$ � ' 1 g 9. FRIEZE BOARD TRIM:AT ALL EAVES:5/4"x 12"SMOOTH FACE, us o ¢ w � W � � � i > _ �� o z w = o > _ � 17 _ B B CEMENT BOARD TRIM. COLOR:SNOWBOUND � Z � o v = � c~, z � � � w � w , , , . , , , . , � �. , i a w � w > ¢ O � W � 7 . , ,� _.. n n Uc/� O� OS ZU � � � p � p W FIN.SECOND FLOOR k �' ` � . � _ _ FIN.SECOND FLOOR � � � F � Q w � � Q = - 10'-8 7/8" � � 1� - _ - 10'-8 7/8" � 10. TRIM:5/4 x S SMOOTH CEMENT BOARD TRIM. W Q � � c� _ � o � u � � o w i , . ., , _ COLOR: SNOWBOUND � W W a � � � � _ = c� � -- SECONDFLOORBEARWG � � - -- cn � a � o = x � � ~ zz � "' � v� 4 � " , � 4 --- - -- � SECONDFLOORBEARING v�� �� � � ~ �zo � � � � � z 14 � � • . ' 5 9'-1 1/8' ' "' � --- -- � - � � 11. TRIM:5/4"x 6" SMOOTH CEMENT BOARD TRIM. � Z � o o � � > o w o . w � � - � i � ❑ ❑ __ � � � � � � -- - ❑ � - i � 9�- 11/8" Q � = � Z � owUF � � mu.i� o \ � i � i � i / q \ � i � - _-_ u - i � � / 4 COLOR: SNOWBOUND oaao = "' w = Uw = � a � � � � � � � 17 � � E.M. � � �� �� W o� � � � W ¢ z a r- � w cn � F \ / p� O 1 7 - A A _ - 12. TRIM:5/4 x 12 SMOOTH CEMENT BOARD TRIM. = o� w ,� � � W � a v � w o a = \ COLOR: SNOWBOUND � a � m � n_ oav� a � oo� -, > F- i � i � i � i � i � � \ � , � � _ FIN.FIRST FLOOR � � , � � FIN. FIRST FLOOR � 13. CORNER TRIM:5/4"x 4"SMOOTH FACE,CEMENT BOARD TRIM o�_o�� °�-°�� I S S U E 4 1C 15 5 19 4 � 1 C 4 1 C 4 1 C �� 14. GUTTERS,DOWN SPOUTS&ALUMINUM WRAPPED FASCIAS: PRE-FINISHED ALUMINUM. COLOR:WHITE BUILDING A - LEFT ELEVATION BUILDING A - RIGHT ELEVATION �0%DDSET �-,8-z, 15. MECHANICAL LOUVER: CONDENSER GRILLE PAINTED TO 4 1/8" = 1'-0" 2 1/8" = 1'-0" MATCH EXTERIOR VENEER. 100%DD SET 3-25-21 PERMIT SET 5-27-21 16. RIDGE VENT: PERMIT RESPONSE 8-31-21 f}�' � y1 ° ;;;, ' �;�° ADDENDUM 1 12-16-21 � 17. COLUMN:CEMENT BOARD COLUMN COVER ADDENDUM 5-BID SET __1�i22 ,' � � �, '; 3 1 1 1 3 ' � k ,� x � �' w �� , �,' $ ,,+ r � � '' � ' �, , � �.s�, b���� CQLOR:SNOWBOUND f .� A6.61 A7.01 A6.11 A7,03 A7.01 `' � , , .. ,, ��� .�� `" 18. RAILING: - 19. CONDENSER 15 12° 15 12" �2�� 5" �� 5.. I� � 5" I/ 12" ------ � 1A 18 1A 2A 1A � � 5�� % ESTIMATED PROPORTIONS OF EXTERIOR MATERIALS � � 2A a � -14 14 �' BUILDING TYPE A - - _ ROOF TRUSS BEARING � ROOF TRUSS BEARING � MATERIAL MATERIAL% 14 � �� �� - � �p 3�'-6��8� 4 30'-6 7/8" ALUM.WINDOWS/GLAZING 12% , , - - , - 8 , BUILDING A 8 �� ' ❑ . � ❑ ❑ ' ■ ■ � ❑❑ 2A DOORS 7% CEMENT BOARD SIDING/TRIM 42% EXTERIOR ' O � ' � ` CEMENT BOARD PANELS 23% B � A A B A A B 2A MANF.STONE VENEER 13% 18 STOREFRONT SYTEM 3% ELEVATIONS 2A _ __ _ _ FIN.THIRD FLOOR � _ FIN.TH�RD FLOOR � NOTE:MATERIAL PERCENTAGES LISTEDARE ESTIMATES FOR OWNER 21'-5 3/4" 21'-5 3/4" REFERENCE ONLY.THESE PERCENTAGES SHOULD NOT BE USED FOR 15 � THIRD FLOOR BEARING � 4 � THIRD FLOOR BEARING MATEAIALTAKEOFFSTHEGENERALCONTRACTORANDSUB- 19 '�� 19'-10" � CONTRACTORS ARE RESPONSIBLE FOR DETERMINING EXACT MATERIAL As i ndicated 2A ❑❑ �� ■ ■ �� ❑ ❑ � � ■ ■ \ n❑ 15 �, i QUANTITIES FOR BIDDING. -- - 6 - u � � � i � 2A 17 � � PROJECT# 19212 B A A A B i q q g '� I DRAWN BY AWH - _ _ FIN.SECOND FLOOR � � 4 � _ FIN.SECOND FLOOR � CHECKED BY RDLA 10'-8 7/8" 10'-S 7/8" �����. ��� � :�� : ���� - - - - 8 _ _ __ SECOND FLOOR BEAR;N8 4 � ` FILE NAME XXX .----- -_ SECOND FLOOR BEARING �� �, Z � �� '/ � \� � \� � � '/ � / � � �� _ �\ 9'-11/8" '....r. PLOTDATE / \ \ / ' \ ---- \ �+t�� �lt�t �'IF�II�jt ;�t � I��°1 �1� 1C 1C � li� F��r�� 8�� �F � �� �F � 1� . , �' + ,�L� B � A , A � B � A � A � B __ _ � ,- COPYRIGHT 2021 ALL RIGHTS RESERVED �° ,- � i � - � I i � ��� . . ' ---- G� � � - _ FIN.FIRST FLOOR FIN.FIRST FLOOR _ � 0'-0" � - - - - �, �„ � t� �My�l � / �..�+ �',�. . �. 8 1C 18 1B 4 4 8 17 4 1B 6 16 4 4 16 17 1C 8 ■ 3 BUILDING A - REAR ELEVATION � ' S BUILDING A- INNER ELEVATION 1 1/8 = 1 -0 � �;, 1/6" � 1'-0" -- -------- ---- , , ,, � I_ a ; , -J � � �,� , � � ��t „ �� �� ; � ; � ; : , � � � i � GENERAL ELEVATION NOTES A. FOUNDATION SHOWN FOR REFERENCE ONLY,REFER TO � ` �' STRUCTURAL DRAWINGS. ;. �: , ., , .;,r,;. 3 � 12 � 3 f � B. SEAL ALL PENETRATIONS CONTINUOUSLY AT AIR BARRIER. � � � � � � �� �� A7.02 A6.21 A6.62 A7.02 PROVIDE SEALANT TO MATCH ADJACENT MATERIALS. 12" 2A � 5 I� C. SEE ROOF PLANS FOR SLOPE DOWNSPOUT,GUTTER AND ��,',�,�.�� 5 � 12 1A ROOF VENT INFORMATION. ��r,,,�����y���"'�.r„�'�,� 14 � 5" D. TOUCH UP PAINT AND PRIMER AT ALL CUTS AT TRIM ENDS. � "'"� � a �� E. REVIEW ALL PENETRATIONS THROUGH SHEAR WALL WITH '� �` ���� _ _ _ _. ROOF TRUSS BEARING � STRUCTURAL.ANY PENETRATION LARGER OR NOT IN 30�-6 7/8° APPROVED ZONES SHOULD BE BROUGHT TO THE ATTENTION `��� ��f�az OF THE STRUCTURAL ENGINEER IMMEDIATELY. �t"�`.g� ��'���`' �'�'� ` 12�� 7 �����.�"� 12" �� �� I � � �� � � F. PAINT ALL EXPOSED METAL THAT IS NOT SPECIFIED OR INDICATED TO RECEIVE FACTORY FINISH. � 1 C � 5�� B A 2A A q � A - B 2A �� 5„ 1 C Rcyrr�.Ic�y�Li�rs�e 7dU2A388 14 E.�p�r�fi€�t3��e�2.31.2()2i G. REFER TO PLANS AND SCHEDULES FOR DOOR AND WINDOW FIN.THIRD FLOOR TYPES AND SIZES. 14 � 21'-5 3/4" � 16102 Chagrin Boulevard,Suite 200 0 �� �THIRD FLOOR BEARING H. ALL EXPOSED FLASHING SHOULD BE FACTORY FINISHED BY Shaker Heights,Ohio 44120 � 19'-10" � MFG./SUPPLIER OR MATERIAL WHICH IS BEING FLASHED. Phone: (216)752-4300 2A ■ ■ ,'' ■ ❑❑ ,'' ❑ ❑ ❑ `�\ ❑ � � ■ �\ ■ 2A www.RDLa?ch t cts.com1 g I. ALL TRIM TO BE PVC TRIM,SEE SECTIONS AND PLAN DETAILS A A A B A A A ; A B A A A FOR SIZING. __ 7 � 7 FIN.SECOND FLOOR J. TRIM AROUND ALL OPENINGS IN VINYL SIDING.AT ALL INSIDE - - - -- 10'-8 7/8" � AND OUTSIDE CORNERS OF VINYL SIDING,BELOW ALL TAIT LANE RESERVE LLC - SOFFIT AT ROOF OVERHANGS AND ALL TRANSITION 1228 EUCLID AVE,SUITE 400 - SECOND FLOOR BEARING _� BETWEEN BRICK AND VINYL SIDING(BOTH HORIZONTAL AND CLEVELAND,OHIO 44115 �\\ ❑ ❑ /, ❑ � ❑❑ /, ❑ � \ ❑ � ■ ❑ � � 9'-1 1/8" VERTICAL).SEE SECTIONS AND DETAILS FOR TYPICAL PHONE#216-475-8900 CONDITIONS. � i � i � i i � i � 7 A A \ A � B \ A , � B \ - A A � � K. ALL TRIM TO BE 5/4"THICK UNLESS OTHERWISE NOTED. � � � � - - � � � � � � � � , � � �� �� _ FIN. FIRST FLOOR � 0'-0" 8 ? 17 18 6 4 2A 4 ? ? 17 ? �? 4--� 18 1B-� 17 8 4 1B 4 1C 6 8 ? 15 MATERIAL SCHEDULE .�� . , n.�t,..��� �� ,� � , �,.. . .� � � . ,� . � ._. � ��, ;< ... wa, � , �,. B U I L D I N G B - F RO N T E L EVAT I O N 1. SIDING:HORIZONTAL CEMENT BOARD SIDING WITH 6" 'I - _ EXPOSURE,FACTORY PRIMED AND FIELD PAINTED 1/8" = 1'-0" COLOR: � 2 1A:SHERWIN WILLIAMS-SILVERPOINTE A7.03 A7.02 �, 1B:SHERWIN WILLIAMS-ARGOS ` 1C:SHERWIN WILLIAMS-CITYSCAPE 1D: SHERWIN WILLIAMS-CHARCOAL BLUE � � 2A. SIDING:CEMENT BOARD PANEL WITH 4"NOM BATTENS U.N.O. -FACTORY PRIMED AND FIELD PAINTED. COLOR:SHERWIN WILLIAMS-SNOWBOUND 7 12'" 7 5�� � 12" 12" 2B. SIDING:CEMENT BOARD PANEL WITH 4"NOM BATTENS 14 � 5„ 14 � 5„ U.N.O.- FACTORY PRIMED AND FIELD PAINTED, 2A 14 COLOR:SHERWIN WILLIAMS-SILVERPOINTE TAIT LAN E ROOF TFIUSS BEARING ROOF TRUSS BEARING _ 3. SIDING:VERTICAL CEMENT BOARD SIDING WITH 6" RESERVE � __ 30'-6 7/8" � � � '. � 2A 30'-6 7!8" � EXPOSURE �A �' ��� ' 4 � � 4 SARATOGA SPRINGS, 1A � � � 12" � �A 1� 4. STONE: MANUFACTURED STONE VENEER. NEW YORK � , � � � � � � - — � 4�• , MFG: EL DORADO STONE. COLOR:SIERRA 12" � � � 12 7 5. PRECAST HEADER: PRECAST CONCRETE HEADER 4" FIN.THIRD FLOOR � � � 4 FIN.THIRD FLOOR CO�OR:TBD 14 _ � � 21'-53/4" � 14 �� �� 21'-53/4" � _ 6. PRECAST SILL: PRECAST CONCRETE SILL 0 �0 0 0 0 0 � TH�RD FLOOR BEARING • -- - �� ��❑���� � �THIRD FLOOR BEARING � J LL w w Z \ 19'-10" � 4 4 19 -10 COLOR:TBD J � o 0 o a � � \\ ❑❑ ❑ /, 2A 7. ROOFING: FIBERGLASS ASPHALT SHIN GLE R O O F I N G. a LL z LL o o z� a � I 2A � ❑❑ , 2 A �g � i 2A MFG:CERTAINTEED.COLOR:PEWTER � _ � _ � _ �' > � W � '� � � a� a~C �Zwa C7 Z B B 7 B Z Q a O � p O � j w p m p � p • _7 12 • • _-12 7 O 8. DOOR&WINDOW TRIM:DOOR&WINDOW SURROUNDS TO BE c� w o Z W °` � �„ � Z z o 0 0 z - xa � 1 4 5" _FIN.SECOND�F 8008 � __ 5„ T H F I N.S E C O ND�F�0 08 � SN'OWBOUND TH CEMENT BOARD TRIM.COLOR: � a � ? _ � Z �� � U � Q o Q � � owcz.� p � iwO � W � a > a wa SECOND FLOOR BEARING � 4 - , •. - - 4 �ECOND FLOOR BEARING � 9. FRIE2E BOARD TRIM:AT ALL EAVES:5/4"x 12"SMOOTH FACE, �;� ¢ ` = C° � � � ~ W J Z m Z W � W � v > ¢ O � O • ' - 9'-11/8" zWWxo > - � � a� a � �n? v� � 9 -1 1/8" ❑ ❑❑ - CEMENT BOARD TRIM. COLOR:SNOWBOUND o = � � ¢ � � _ ❑ ❑ / `� \ / �- z ~ o � w � �- Z [[ ap wUw � � i — i 4 � ,ti " � � _ i i Q ¢ w � pwr W ¢ pw � a� gw � 4 � � � � t � -; � � -- � �� �� c��o � ox � z " x � o - o � B B � �7 � \ B B 10 CO OR:4SNOWBO NDH CEMENT BOARD TRIM. �w � o �� o� _ _� � ¢ o ? 17 i - _ i � � i� i � - �� v� � a � o = = ¢ cnF- zZ � - � cri i i � ? � i i � � � vi�� � Y3 F= c=i� �p � O � � Oc7 � � _ FIN.FIRST FLOOR -- , � - FIN. FIRST FLOOR 11. TRIM: " " � z � - o � � > o w � ". W o � Z - 4x T o 5/ 6 SM00 H CEMENT BOARD TRIM. � � ? O .O' � � � � � � O'-0„ � � Z = �QowF - a `nm ¢ a 15 . . 5 . ? 15 4 . . COLOR: SNOWBOUND 3w � Wr � � � ~ Q � o �„ Z `" o� ¢ z z _ � 17 ac� z w � v� _ woo 6 5 19 1C 4 za w � H � F' wcn � � w 12. TRIM:5/4"x 12" SMOOTH CEMENT BOARD TRIM. W o � � � � > �W � ~ � � o � W COLOR: SNOWBOUND � a � m3aoQ � a000"'c � > � 13. CORNER TRIM:5/4"x 4" SMOOTH FACE,CEMENT BOARD TRIM I S S U E 2 BUILDING B - LEFT ELEVATION 3 BUILDING B - RIGHT ELEVATION 14 PRE-FENSHEDANUMWUM. COLOR!NIMWRAPPEDFASCIAS: 1/8"= 1'-0" 1/8" = 1'-0" 50%DD SET 2-18-21 15. MECHANICAL LOUVER: CONDENSER GRILLE PAINTED TO 100%DD SET 3-25-21 , 1 �, MATCH EXTERIOR VENEER. PERMIT SET 5-27-21 r: • , . � ��� ,• � ,�,: t ' � '-•; . � 1 `+ 16. RIDGE VENT: PERMIT RESPONSE 8-31-21 `�:` s �,� �° '` a�'„� i '� r ' '� �� ���, � 'r � ^�' �,: ADDENDUM 1 — �2=1Ci21 1 ,,` �; ... �, � ;d s., � r°.'� �p ���; �� � , �f� . �.:xh;'•:��� s� ' 17. COLUMN:CEMENT BOARD COLUMN COVER � �' 6 ,�' s ; � a ADDENDUM 5-BID�EL_-]_-3L-22 A6.21 ' � '� � o- � + � ��Aa '� � ��� ��' COLOR:SNOWBOUND n �2„ °` 18. RAILING: -- ---- � �j� �2 19. CONDENSER 7 � 5 �/ 2A � 5" - ----- 1 3 3 A7.02 A6.62 A7.02 �a �� _ � _ _ _ _ ROOF TRUSS BEARING 30'-6 7/8" � ESTIMATED PROPORTIONS OF EXTERIOR MATERIALS � ��� BUILDING TYPE A �2�� � ■ �� � ■ � ��\ �� �2�� _ � MATERIAL MATERIAL% 7 -- , , ALUM.WINDOWS/GLAZING 12% BU I LDI NG B � 5 B A A A A B 5 � DOORS 7 /o 18 1C � ' � -- 2A 1C 18 14 CEMENT BOARD SIDING/TRIM 42% EXTERIOR I FIN.THtRD FLOOR � CEMENT BOARD PANELS 23% 14 -- � - � � � � -_ 21 -53/4 MANF.STONE VENEER 13% ELEVATIONS �THIRD FLOOR BEARING _� STOREFRONT SYTEM 3% 2A � - � 2A 19'-10" NOTE:MATERIAL PERCENTAGES LISTED ARE ESTIMATES FOR OWNER ■ �� ■ ❑ _ ■ �� ■ ❑ ■ `� n❑ ■ ` _ � ■ REFERENCE ONLY.THESE PERCENTAGES SHOULD NOT BE USED FOR g i , � �J � MATERIAL TAKEOFFS THE GENERAL CONTRACTOR AND SUB- A A A B A A A A B A � A — A CONTRACTORS ARE RESPONSIBLE FOR DETERMINING EXACT MATERIAL As indicated . „ , � QUANTITIES FOR BIDDING. -- ----- — I I � � __ — � FIN.SECOND FLOOR 14 -- ---- 10'-S 7/8" � PROJECT# 19212 - --- -- — — �SECOND FLOOR BEARING � �� �. �� � . ���' DRAWN BY AWH 7 /i �� ■ �i ■ - \ ■ /i ■ \�� ❑ �\ ❑ - � �1 �\ ■ � ■ -- / - \ 14 9'-1 1/8" : � CHECKED BY RDLA � � !� � � � � � � �° � �� FILE NAME � � • A A A B , A B p` A A � � ° �t ��1'�' � � 1�1�� �"� d �\ /� _ �� , �� - ' /� � - �\ - � � � � �' F� �tlii�il� B�I� �f '� ��t i�f � Ib !y • '�'�4 �/ PLOT DATE . , , f � � �. �� FIN.FIRST FLOOR - __. 0'-0" � ���� � COPYRIGHT 2021 ALL RIGHTS RESERVED ? ? 8 17 1 C 4 4 6 8 16 17 18 8 4 4 1 B 17 8 16 6 4 1 C 17 8 ? � '�� � L-�- � � � A � `;�, �, � ,, �� . � BUILDING B - REAR ELEVATION _ � _ � �ia = � -o � ����� � � _____ �; � �,` � ` � ` / GENERAL ELEVATION NOTES A. FOUNDATION SHOWN FOR REFERENCE ONLY,REFER TO STRUCTURAL DRAWINGS. B. SEAL ALL PENETRATIONS CONTINUOUSLY AT AIR BARRIER. � � � N � � E L..s T,� � PROVIDE SEALANT TO MATCH ADJACENT MATERIALS. � } .. u ,J " � �, �of� ��� 4 �. � ; � f t� a� � � ; � �r+ ��������� , i� i � '[ f t. � �� � � �. �o�. ;, ti �, , � � � � , C. SEE ROOF PLANS FOR SLOPE DOWNSPOUT,GUTTER AND � � ROOF VENT INFORMATION. ��"�w���y��.�.��.� �`��� ' , D. TOUCH UP PAINT AND PRIMER AT ALL CUTS AT TRIM ENDS. � �� E. REVIEW ALL PENETRATIONS THROUGH SHEAR WALL WITH "'� �' � STRUCTURAL.ANY PENETRATION LARGER OR NOT IN i � .��3�� ',i.27 2(??t ,�, _ ; .,, , APPROVED ZONES SHOULD BE BROUGHT TO THE ATTENTION � � .�` �' � OF THE STRUCTURAL ENGINEER IMMEDIATELY. �I'}�, ��' .,��,} ,� ����� F. PAINT ALL EXPOSED METAL THAT IS NOT SPECIFIED OR INDICATED TO RECEIVE FACTORY FINISH. E���L1�yc!E.�cera�e�ttY�4388 E?�pirat€�n Da#e TZ.3�.202� G. REFER TO PLANS AND SCHEDULES FOR DOOR AND WINDOW TYPES AND SIZES. 16102 Chagrin Boulevard,Suite 200 . : .�, ,, ,.,. .,. ,��., ,.�. � .: H. ALL EXPOSED FLASHING SHOULD BE FACTORY FINISHED BY Shaker eig ts, io ;;a ���, Phone: (216)752-4300 , � MFG./SUPPLIER OR MATERIAL WHICH IS BEING FLASHED. Fax: (216)752 4301 1 3 ` � ` ' � ` ' • 1 3 www.RDLarchitects.com 16 �p �2 A7.04 A7.04 1 D 1 D 1 D--� A6.31 A6.63 12 1 D 12 16 I. ALL TRIM TO BE PVC TRIM,SEE SECTIONS AND PLAN DETAILS FOR SIZING. J. TRIM AROUND ALL OPENINGS IN VINYL SIDING.AT ALL INSIDE � AND OUTSIDE CORNERS OF VINYL SIDING,BELOW ALL TAIT LANE RESERVE LLC 11 SOFFIT AT ROOF OVERHANGS AND ALL TRANSITION 1228 EUCLID AVE,SUITE 400 � A8.01 BETWEEN BRICK AND VINYL SIDING(BOTH HORIZONTAL AND CLEVELAND,OHIO 44115 � 14 VERTICAL).SEE SECTIONS AND DETAILS FOR TYPICAL PHONE#216-475-8900 12 I 10 CONDITION . � TH ROOF BEARING _ _ __ K. ALL TRIM TO BE 5/4"THICK UNLESS OTHERWISE NOTED. 19'-10" 8 � � ■ 13 2B p� � C D C � C � � C � � C � � C 1D MATERIAL SCHEDULE � CH-BEARING —7 -11°-=6"�—�t�u���� — I i 1. SIDING:HORIZONTAL CEMENT BOARD SIDING WITH 6" i u - <7/8" EXPOSURE, FACTORY PRIMED AND FIELD PAINTED � SECOND FLOOR BEARING COLOR: 9'- 1 1/8" � C � C �� C � C � C ` ', C �� 1A:SHERWIN WILLIAMS-SILVERPOINTE g � � � `�� �i `��� ' � �� 1B:SHERWIN WILLIAMS-ARGOS 13 D , T � � � T 1 � , T 1 � , _ T � � T � � � T 1D� SHERWI N W LL AMS-CHA COAE BLUE � � � ' � ' i,� I � FIN. FIRST FLOOR _ � 2A U'N!0. .-FACTORY PRIMED AND FIE D PAIN ED.�ENS 0'-0 I 17 4 7 15 2B 17 5 8 2B 4 5 17 4J 15 2B 8 14 5 4 8 26 17 5 6 4 COLOR:SHERWIN WILLIAMS-SNOWBOUND B U I L D I N G C - F RO N T E L EVAT I O N 2B UIN.O.- F CTORY PRRMED AND1FIELD PA NMED�ENS 1 1/8"= 1'-0" COLOR:SHERWIN WILLIAMS-SILVERPOINTE TAIT LAN E 3. SIDING:VERTICAL CEMENT BOARD SIDING WITH 6" R E S E RV E EXPOSURE �' ��'� , ��� ��, �t � �;,..;�; SARATOGASPRINGS, ',+. . . 1� 4. STONE: MANUFACTURED STONE VENEER. ` r' ; � ' � ��� ,� ���' � t `, � '�� , `� , ' � '' � MFG: EL DORADO STONE. COLOR:SIERRA NEW YORK 12" 4 �'�� g� , � G , , e � F � S $? : Y ir � � � � �' t t d �: �i ` � �" s � �. x� �2�� 4 4 ,, ,. 8„ �R � . � �.��� �'' . � � .�;� � ,.. ,; .. 6,� � A7.05 A7.05 � �� ' � � � ' `' ' � 5 COEORST DEADER: PRECAST CONCRETE HEADER 12 6. PRECAST SILL:PRECAST CONCRETE SILL r 15 12 �� COLOR:TBD ¢ z � Z � 00 w z __ x� vo ¢ _ � —� � ~ Z �U ~ O ' ' 2A 7. ROOFING: FIBERGLASS ASPHALT SHINGLE ROOFING. ¢ " z � o w � "' S � � THIRD FLOOR BEARING __ -- W �' — z THIRD FLOOR BEARING _ �g o x a � — � � w � 19'-10" � � MFG:CERTAINTEED.COLOR: PEWTER = c� w — > z 19'-10' cnz ¢ oao � zw � omo � � ¢ �czwa � U (nwLL — Z 11 — �3 13 �B 8. DOOR&WINDOW TRIM:DOOR&WINDOW SURROUNDS TO BE ��—, � z Z = a � � � G z Q � � Z — 1D 15 �� �� wa � �wZww � va� o > � — o . -- 5/4 x 4 S M O O T H C E M E N T B O A R D T R I M.C O L O R: o >. c� cn a o� cr� w z � v � o — o 1C 2A C 8 13 SNOWBOUND ¢ � � s � w � = �Z � � Qza 13 — — � 13 p = � � W W� `Z = � � �- JUJmcn FIN.SECOND FLOOR _ � 5�� FIN.SECOND FLOOR 12° --- Q3, � W � z z 12 � - - - - ' _ 9 CEMEN BBOARD TR MACOLORASNOWBOUND SMOOTH FACE, o� = w �Q � F � � _ ¢ Z � o , z � wsO > �' � � a� a � � � � 12' — 12 � oc�= � c� zv» cnw w — ° 10 -8 7/8 15 5" r — W J � W -- 10. TRIM:5/4°x 8" SMOOTH CEMENT BOARD TRIM. W � � � a = � o a W� � Q o ? ¢ w LL w r a O g � 10'-87/8 3 2A ~ -- c��no� ��,.� = r � � = oo � o SECOND FLOOR BEARING 15 + � � �� — �, � � � o= � ¢ �" ~ Z Z - � � � , „ 15 9E108DFLOORBEARING F - - �„� QN � � � � zo ¢ � � � �z 9 1 1/8 - - COLOR: SNOWBOUND a o �- c� � 17 , �� �� 17 "' � s , �� �� c.� z � oo � � > owo� � z � \ \ �° x � °' 11. TRIM:5/4 x 6 SMOOTH CEMENT BOARD TRIM. � W � " Zg2 ��OpFa (� pZmQcq4 1D E.M. ,' I — � ZzoQwo � � a = Z �j � ¢ w I COLOR: SNOWBOUND 3 W f- w > � a. a o cn � . t . , W U � _ LLl — � ' • �/ � ii �' W Q � U H V � C� W U ~ g Cn m � W FIN.FIRST FLOOR '=� � FIN.FIRST FLOOR _ _ COLOR: SNOWBOUND � — — 12. TRIM:5/4 x 12 SMOOTH CEMENT BOARD TRIM. = o� w w — o� w � a v z _ w o a x 0'-0" � _� 15 17 4 16 4� r- ¢ �cm3ao ¢ vaaooa� -, > r-- 1C 13 2A 1C 13 13. CORNER TRIM:5/4"x 4"SMOOTH FACE,CEMENT BOARD TRIM I S S U E 14. GUTTERS,DOWN SPOUTS&ALUMINUM WRAPPED FASCIAS: PRE-FINISHED ALUMINUM. COLOR:WHITE BUILDING C - LEFT ELEVATION BUILDING C - RIGHT ELEVATION 5Q°�DDSET 2-18-21 15. MECHANICAL LOUVER: CONDENSER GRILLE PAINTED TO 100%DD SET 3-25-21 3 4 �is�� _ �°-o„ MATCH EXTERIOR VENEER. PERMIT SET 5-27-21 1/8"= 1'-0" 16. RIDGE VENT: PFRMIT RESPON�E 8-31-21 annFNr��iM 1 12i�i21 17. COLUMN:CEMENT BOARD CQLUMN COVER ADDEND M�-BID SET 1-31-22 COLOR:SNOWBOUND r � � � r .��; � � �. + ' � a : � ' , i t: � i +� ' �' -- , ; „ ' � t ,°, s �` 4� , G' ���,^.�� ?� . � ,� ��� : � 18. RAILING: 3 1 � ��i ' , . . , , �,u� r ,�.t� A7.04 '� '.. `�l , . 19. CONDENSER � �,.�. .. A6.63 A6.31 16 16 � 7 14 ESTIMATED PROPORTIONS OF EXTERIOR MATERIALS BUILDING TYPE A � — — 14 _ _ _ �� MATERIAL MATERIAL% . �°—^_ — ' - _, _ — ALUM.WINDOWS/GLAZING 12% B U l LD I N G C � TH ROOF BEARWG - - — - � — 13 DOORS 7% 19'-10" 1 B — -- — � — 8 — _ _ ■ ❑ — � ❑ — � CEMENTBOARDSIDING/TRIM 42% EXTERIOR ■ ■ ■ ■ --�- . ■ -- CEMENT BOARD PANELS 23% 13 _ _ __. MANF.STONE VENEER 13% ELEVATIONS C C C C C C C C C - C C C 8 STOREFRONT SYTEM 3% 7 _. NOTE:MATERIAL PERCENTAGES LISTED ARE ESTIMATES FOR OWNER - — 15 REFERENCE ONLY.THESE PERCENTAGES SHOULD NOT BE USED FOR - MATERIAL TAKEOFFS THE GENERAL CONTRACTOR AND SUB- CONTRACTORS ARE RESPONSIBLE FOR DETERMINING EXACT MATERIAL As indicated — QUANTITIES FOR BIDDING. � SECOND FLOOR BEARING - � -- 9'-1 1/8" � �- � ' -- ,' � �� PROJECT# 19212 � � ' , , - � - � , , — - DRAWN BY AWH � �\ _ � _ ��\ - � \ \ \ \ _ ��� �� : '' �� '� � � CHECKED BY RDLA � FIN.FIRST FLOOR _ _ �;� 4, � FILE NAME 0'-0" 1 5 1 3 1 B 1 7 1 C 1 7 1 3 1 B 1 7 8 L 1 C 7 17 8 1B 17 8 15 7 1C � ��� � � �:� ���� ! �d� - � ' P L O T DATE � r� P1�i1� @�� ±� �F !�t� �# � �i;1��� '/��L�/ �'� �� COPYRIGHT 2021 ALL RIGHTS RESERVED 2 BU I LDI NG C - BACK ELEVATION ��� - - -- - 1/8" = 1'-0" C� �k�rtti�al `� L Z L_. � � . �, t e J ' * � �E �. 1 t � � � � �� i i � V' i 'F" f � " ` � ��� �� �� drs�, ��d o�t. , �4 .r4 „ s �` f��. " I r� � � � — -- � 4 . � .. .. � �. � 4' I . �" ... . . .. .. . � L_ � t�� i,' . vr"' . > �,�� r ...i a �S ,� t �,t��w ,' 3 s ., t ` ; .. .. F �� P° �. �� . i GENERAL ELEVATION NOTES ��� � x � � �� r y ays • • 4"� r�� B � -� �u L , i�fr^��.`lfi� { � t �` a� yaf �" t �p"� x ��Y :,'� ti F t , F `,t �P 4 `, ')� f � a �;� a i' +. ,d ',� , l E ���? , , . . � � , . ,. � ,,; ; , � �.,,,� ,. . � ,.,�. '' � ,� � " ,q � ,�, �,� � �`. ., � , . _ .. . �r , r,���". . . � ._ a � � ., u' A. FOUNDATION SHOWN FOR REFERENCE ONLY, REFER TO . . . STRUCTURAL DRAWINGS. J ,� � ( � ` B. SEAL ALL PENETRATIONS CONTINUOUSLY AT AIR BARRIER. � � � t""1 � � ���� ' PROVIDE SEALANT TO MATCH ADJACENT MATERIALS. C. SEE ROOF PLANS FOR SLOPE DOWNSPOUT,GUTTER AND .����.�'� ROOF VENT INFORMATION. ��`��`��}��.LQ���`�� �' �' D. TOUCH UP PAINT AND PRIMER AT ALL CUTS AT TRIM ENDS. E. REVIEW ALL PENETRATIONS THROUGH SHEAR WALL WITH '"� �' Sim STRUCTURAL.ANY PENETRATION LARGER OR NOT W � 2 4 1 3 APPROVED ZONES SHOULD BE BROUGHT TO THE ATTENTION '�`'��� ����� 3 �2 1 �2 A7.06 A7.06 A6.41 A7.06 �i''h ����� �`'� ? 1D 14 �p � A7.04 �p A7.04 ��-14 1D A6.31 �� �q 7 14 1D 10 � 7 7 OFTHE STRUCTURALENGINEER IMMEDIATELY. �},,,������.,,� .� �� F. PAINT ALL EXPOSED METAL THAT IS NOT SPECIFIED OR INDICATED TO RECENE FACTORY FINISH. f�c�Lic�yd[.aeense�i72�3Bb E�piratrvn D�te t2.31.2p2� 7 12" G. REFER TO PLANS AND SCHEDULES FOR DOOR AND WINDOW 12 1���� 12 TYPES AND SIZES. 16102 Chagrin Boulevard,Suite 200 H. ALL EXPOSED FLASHING SHOULD BE FACTORY FINISHED BY Shaker Heights,Ohio 44120 � TH ROOF BEARING _ _ i � 2A Phone: (216)752-4300 19'-10" I � MFG./SUPPLIER OR MATERIAL WHICH IS BEING FLASHED. Fax: (216)752 4301 ( i ; � www.RDLarchitects.com i I i � � I. ALL TRIM TO BE PVC TRIM,SEE SECTIONS AND PLAN DETAILS 3 ❑ ❑ � � � � �I FOR SIZING. - - II � I p ❑ C p C p C D CR I 3 J. TRIM AROUND ALL OPENINGS IN VINYL SIDING.AT ALL INSIDE � CH_BEARING � O O 8 AND OUTSIDE CORNERS OF VINYL SIDING,BELOW ALL TAIT LANE RESERVE LLC 11' 6° � O ❑ ❑ ❑ _ SOFFIT AT ROOF OVERHANGS AND ALL TRANSITION 1228 EUCLID AVE,SUITE 400 � TH FIN.SECOND FLOOR _ _ � � _ � 6 BETWEEN BRICK AND VINYL SIDING(BOTH HORIZONTAL AND CLEVELAND,OHIO 44115 10'-7 7%8" 7 --- VERTICAL).SEE SECTIONS AND DETAILS FOR TYPICAL PHONE#216-475-8900 SECOND FLOOR BEARWG �/ ,a -- --- - --- - --- -- - -- - - --- -- - - � - .�� 4 � , CONDITIONS. 9'- 1 1/8" � i �\ n � ❑ � � *T ❑ � / � � � � � � I I � �_� K. ALL TRIM TO BE 5/4' THICK UNLESS OTHERWISE NOTED. OO � � C OO C ' O � C D I CR I BR � - O O A � 6 � 13 � � '� ' \� K \` M � FIN.FIRST FLOOR 0'-0 1D �3 g 2g 17 5 4 15 8 26 17 5 4 15 8 26 17 5 15 2B $ 17 4 6- 4 4 2A 2A 5 6 15 4 6 2A 5 a�-o° a�-o'� MATERIAL SCHEDULE � FIRE-RETARDANT , 1. SIDING:HORIZONTAL CEMENT BOARD SIDING WITH 6" B U I L D I N G D - F RO N T E L EVAT I O N SHEATHING AT BOTH � � EXPOSURE,FACTORY PRIMED AND FIELD PAINTED � 1/8" = 1'-0" SIDES OF FIREWALL � COLOR: 1A:SHERWIN WILLIAMS-SILVERPOINTE 16:SHERWIN WILLIAMS-ARGOS 1C:SHERWIN WILLIAMS-CITYSCAPE iD: SHERWIN WILLIAMS-CHARCOAL BLUE � ,, �.. , , � , , � 2A. . . . � ENS r � SIDING•CEMENT BOARD PANEL WITH 4"NOM BATT r , '.��;� U N 0 -FACTORY PRIMED AND FIELD PAINTE . � ;j � ,, ° ., � � , COLOR:SHERWIN WILLIAMS SNOWBOUND . �fr e ° f�g ,�i r �t , h �;, � , � „ ; ' � :a,{,]"!:� � � � �, r �. � .. � , �4 �� � � � ,, '�; � ,� ,� x � 2B. SIDING:CEMENT BOARD PANEL WITH 4"NOM BATTENS �� �� t� � �' � xi S � � �� �- � �I � v + � �� t 4 t ; ,' :.t�� ' t..�+� .. ... � �'� �� � �� , 1z � � U.N.O.- FACTORY PRIMED AND FIELD PAWTED. .� � : f Y�•. , ...� . � V � � . ,, � .. TAIT LAN E , ,, : , . ,„,. COLOR:SHERWIN WILLIAMS-SILVERPOINTE 1 3 3. SIDING:VERTICAL CEMENT BOARD SIDING WITH 6" RESERVE EXPOSURE 12" A7.07 A7.07 � SARATOGA SPRINGS, 12 1� 4. STONE: MANUFACTURED STONE VENEER. NEW YORK 6"� � MFG:EL DORADO STONE. COLOR:SIERRA 12 7 .08 7 5. PRECAST HEADER: PRECAST CONCRETE HEADER 11 COLOR:TBD 15 12- TH ROOF BEARING � 6. PRECAST SILL: PRECAST CONCRETE SILL r � TH ROOF BEARING3ING - - - - - 19'-10" 19'-10" 13 �q � � � Z �, ca, ~ o 13 COLOR:TBD Q z �� � W z 14 �❑ � 7. ROOFING: FIBERGLASS ASPHALT SHINGLE ROOFING. o = o� LL a o o w � o � 'p 2B 3 MFG:CERTAINTEED.COLOR:PEWTER a o a o a o � z w � o W o a o � CH-BEARING zQ °' " `" "' o � > w "' o � o � CH-BEARING `�� �. '' 3 �� I I �� � 8. DOOR&WIND O W T R I M:D O O R&W I N D O W S U R R O U N D S T O B E ��-, � z o ? � Z � � � z Q z � z � `" � "'� ; � �� 6 5/4"x 4"S M O O T H CEMENT BOARD TRIM.COLOR: o ¢ � W z w W � z � o r o � o 11'-6" 7 12" F�' ,� � - � - TH FIN.SECOND FLOOR -m w � ¢ a z� " " � " � T H F I N.S E C O N D F L O O R 2A 3�, ��. -. ° � � F �I - -�5- - - - F - - 1 0'-7 7/8" � SNOWBOUND W W = o � W � ? � z � > a ? a , . v � o 0 - 15 12 5' 10'-7 7/8" _.. 4„ �5 ,,. _ - SECOND FLOOR BEARING � w � w z � a J � � - j: 9. FRIEZE BOARD TRIM:AT ALL EAVES:5/4"x 12"SMOOTH FACE, �~ ¢ W � m � ~ � � > a o � o � 9'-11%8" � pwi � � ¢ � � F= � iaiv� � �n � SECOND FLOOR BEARING �, 4 - � \ CEMENT BOARD TRIM. COLOR:SNOWBOUND � Z � o � _ � � "' �„ � �„ w � w 9'-i l/8" � � _ � � � O M � � x � o - o � w � � � W � v no � � w = � <,, � ao - v - � � � ; , � �� � 1 0. T R I M:5/4"x 8" S M O O T H C E M E N T B O A R D T R I M. � � � W � � ~ o Q W �Q J � _ E.M. � 0 a� a � o - acnF- z � u� _ � i �� � - crit�- � u x � � � Z � � O � � Qz � ` � , , ,� �� � COLOR: SNOWBOUND a '�' wo °Cvo -� Sz � � � o � ' \ � FIN.FIRST FLOOR � 11. TRIM:5/4"x 6" SMOOTH CEMENT BOARD TRIM. � Z � � � °C � � � w ¢ � � z " � FIN.FIRST FLOOR � - 0'-0 COLOR: SNOWBOUND Z W W �� � ~ ~ � � �' m � 0 -Q '�5 4 oda wxc� w ,,, a ¢ �n � / � �� �� J a(��7Zaz io W `�_' � cwi�� zuiZoo 13� 6 8 4 15 2A � z - oaw � �= � a = zo � Qw 17 �1 D 13 2B 13 17 � 12. TRIM:5/4"x 12" SMOOTH CEMENT BOARD TRIM. W °C � " � � > " "' " ~ � � °° � W � a � m3aoav�iaoo � o > � COLOR: SNOWBOUND 13. CORNER TRIM:5/4"x 4"SMOOTH FACE,CEMENT BOARD TRIM I S S U E 3 B U I L D I N G D - L E FT E L EVAT I O N 4 B U I L D I N G D - R I G H T E L EVAT I O N 14. GUTTERS,DOWN SPOUTS&ALUMINUM WRAPPED FASCIAS: 1/8" = 1'-0" 4,P r x , ��� ��' 1/8" = T-0" PRE-FINISHED ALUMINUM. COLOR:WHITE � , { 50%DD SET _2-�1 -21 �, � � �, �, ��� ti, , °? � � �g � ' 15. MECHANICAL LOUVER: CONDENSER GRII.I.E PAINTED TO 100°/a DD SET 3-25-21 , � y r , � 'd � ' ER , - u f �� a'��. � � � MATCH EXTERIOR VENE . PERMIT SET 5-27-21 � � , n��,��.. ,. , .e, .�. .. � ,,, F;� F �,� „ • „ � , , , . , . ; � , � � � 16. RIDGE VENT: pFRMIT RESPON�E 8-31-21 � � � �� � � ' �,' �,.. ADQEI�D_U�d.1.__ _. �21�-21 . . � � r �� Sim � �''x ' 1 17. COLUMN:CEMENT BOARD COLUMN COVER ADD�NDUM 5-BID SET_._�-3i22 A6.31 COLOR:SNOWBOUND � 10 7 14 8 �� � �� � 18. RAILING: 2 1 � A7,07 7 A6.41 A7.06 � 19. CONDENSER - 7 12" 12 12 a 10" � 7 _ - � TH ROOF BEARING _ _ - -- - ESTIMATED PROPORTIONS OF EXTERIpR MATERIALS - 19'-10" 2A - - _ - 13 BUILDING TYPE A - 15 n ___ - - ❑ ❑ _ __ ❑ ■ _ - __ ■ ❑ -- -_ ■ MATERIAL MATERIAL% �_� 2A ALUM.WINDOWS/GLAZING 12% BU i LD I NG D CH-BEARING CR - - C C -"' C C C C ____ C CE�MENT BOARD SIDING/TRIM 42% � 11'-6" 3 -- -- 7 CEMENT BOARD PANELS 23% EXTE R I OR TH FIN.SECOND FLOOR , � O - � MANF.STONEVENEER 13% ELEVATIONS � 10'-7 7/S" 6 ' � STOREFRONT SYTEM 3% 14 NOTE:MATERIAL PERCENTAGES LISTED ARE ESTIMATES FOR OWNER � SECOND FLOOR BEARING � - � - � i REFERENCE ONLY.THESE PERCENTAGES SHOULD NOT BE USED FOR 9'- 1 1/8° ❑❑ `� _ _ �� - - i� i -' � - - 13 MATERIAL TAKEOFFS THE GENERAL CONTRACTOR AND SUB- � � � � CONTRACTORS ARE RESPONSIBLE FOR DETERMINING EXACT MATERIAL As indicated 4 B , � O O - � � � � `� 1 D QUANTITIES FOR BIDDING. � � � FIN.FIRST FLOOR 2A � � � PROJECT# 19212 � 0 -0' 4'-0�� 4�_��� � � 3 8 4 6 4 15 4 �-14 14 i 7 1B 17 15 1D 7 1D 17 1D 7 1B 14 17 15 1D 17 1D � � � � �'�' ���, DRAWN AWH _ � CHECKED BY RDLA i FIRE-RETARDANT � � L�":��f FILE NAME SHEATHING AT BOTH ` , �1 ��#1� �F � t��k#� BUILDING D - BACK ELEVATION �� S1DES0FF'RE'"A�� � r''�� � �;� ' � '�' ` � ' ��` ����`����� � , , ;, } , � � � �;� � �'� 1f� ��ri� �'�� �� ��1��: � � / PLOTDATE F � f � ! 4 2 5„<' t . �i�x � 'r �4� 1/8"= 1'-0" w ..: ,,. . �.. � , � .��' �a ,.r� ,..,a a , �■� , i; � � �,, , ''" . F e , ,"`;' e Fl ,., COPYRIGHT 2021 ALL RIGHTS RESERVED �' # ){� ` l� '�I�f � �+G Z Z..�- -- ------ � �l � � � � � yti ��,�. r � � � �,k, �; � � � t � �:; . i�r . , . � , �i. 1 I j� � � _� L