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HomeMy WebLinkAboutB15-0358 plans approved Town of Vai�� �.r ,/� �, '?� �����Il� '� ° �� _ O�nE��j.Fq� I ... .. t ���` -F� '� -..L . - . . V o 4P q9p'� Y� O+ � GENERAL NOTES: NORTHWOODS CONDOMINIUMS BLDG. F RETAINING WALL JOB#0309-15 GENERAL REQUIREMENTS: �;� � °�' :� `"�F s........ �,��`. DESIGN CRITERIA; 1. CHECK ALL DIMENStONS AGAINST ARCHITECTURAL DRAWINGS PRIOR TO `; -- f�sioU��E�� CONSTRUCTION. DO NOT SCALE DRAWINGS. CONTACT ENGINEER IF SEISMIC DESIGN CATEGORY: C DISCREPANCIES IN DIMENSIONS ARE DISCOVERED. � � � c`i � IBC/IRC EDITION: 2012 p O � � , 2. THE STRUCTURAL DRAWINGS DESCRIBE THE COMPLETED STRUCTURE. FOUNDATION DESIGN: THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A QUALIFIED � Z � � p CONTRACTOR WITH EXPERIENCE IN THE CONSTRUCTION SYSTEMS AND a O �C 1. DESIGN OF RETAINING WALLS ARE BASED ON AN ASSUMED MAXIMUM TECHNI�UES DESCRIBED. THE CONTRACTOR SHALL PROVIDE ADEQUATE Q o=. i¢ y ALLOWABLE BEARING PRESSURE OF 1500 PSF. SHORING AND BRACING IN THE PROPER SEC�UENCE,AS MAY BE REC�UIRED TO ACHIEVE THE FINAL COMPLETED STRUCTURE. THE SEQUENCE OF o 2. RETAINGING WALLS HAVE BEEN DESIGNED USING A LATERAL PRESSURE OF 40 CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR, CONSULT WITH •— PCF FOR"ACTIVE"EARTH PRESSURE CONDITION. THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS (NOT IN " � CONTRAC�. c — 3. BECAUSE SOILS INFORMATION WAS NOT AVAILABLE AT THE TIME OF • �� PREPARATION OF THE CONSTRUCTION DOCUMENTS,WE HAVE USED ASSUMED 3, THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS, METHODS SEQUENCES � z VALUES BASED ON SIMILAR SITES IN THE AREA. CONSTRUCTION OF THE AND PROCEDURES FOR CONSTRUCTION OF THIS PROJECT. NOTIFY — FOUNDATION MAY NOT PROCEED WITHOUT VERIFYING THESE VALUES. REPORT STRUCTURAL ENGINEER OF ERRORS OR OMISSIONS IN THE CONSTRUCTION � ANY DISCREPANCIES FROM THE DESIGN ASSUMPTIONS TO THE STRUCTURAL DOCUMENTS IMMEDIATELY. DO NOT PROCEED UNTIL ERRORS OR OMISSIONS w ENGINEER. ARE RESOLVED. COORDINATE REQUIREMENTS FOR ALL PENETRATIONS Z THROUGH STRUCTURAL MEMBERS WITH STRUCTURAL ENGINEER. JOBSITE — BACKFILLING PROCEDURES: SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. � z 1. VERIFY TYPE OF FILL WITH GEOTECHNICAL ENGINEER. 4. OBSERVATION VISITS BY THE STRUCTURAL ENGINEER ARE FOR w DETERMINATION OF GENERAL COMPLIANCE WITH THE CONSTRUCTION � 2. CONCURRENT BACKFILLING OF EACH SIDE OF RETAINING WALLS TO FINAL DOCUMENTS. THIS OBSERVATION VISIT IS NOT AN INSPECTION. THE GRADES IS REQUIRED UNLESS TEMPORARY SHORING IS INSTALLED. DO NOT CONTRACTOR SHALL CONTACT THE ENGINEER AT THE APPROPRIATE TIME TO Q � BACKFILL AGAINST RETAINING FOUNDATION WALLS UNTIL SUPPORTING FRAMING SCHEDULE THIS VISIT. ELEMENTS ARE IN PLACE, OR ADEQUATE TEMPORARY SHORING IS INSTALLED. � m Q 5. WHILE EVERY EFFORT iS MA�E TO PROVIDE A COMPLETE AND ACCURATE SET O � > O BOULDER WALL DESIGN: OF CONSTRUCTION DOCUMENTS, ERRORS OR OMISSIONS MAY OCCUR. RELEASE OF THE SE D R A W I N G S A N T I C I P A T E S C O N T I N U E D C O O P E R A T I O N AND �> � � U 1. CHECK ALL GRADES AGAINST ARCHITECTURAUS�TE DRAWINGS PRIOR TO COMMUNICATION BETWEEN THE CONTRACTOR,ARCHITECT AND ENGINEER TO > � z J CONSTRUCTION. DO NOT SCALE DRAWINGS. CONTACT ENGINEER IF PROVIDE THE BEST POSSIBLE STRUCTURE. � Z Z Q DISCREPANCIES ARE DISCOVERED. � � � Q � � W 2. SOIL VALUES AND CONDITIONS SHALL BE VERIFIED BY A REPRESENTATIVE OF Z � � THE GEOTECHNICAL ENGINEER. CONSTRUCTION OF ALL BOULDER RETAINING z WALLS SHALL BE DONE UNDER THE DIRECTION OF THE GEOTECHNICAL � ENGINEER. U 3. VERIFY TYPE OF FILL WITH GEOTECHNICAL ENGINEER. PROJECT : 0309-15 4. BACKFILL SHALL BE COMPACTION TESTED PER THE RECOMMENDATIONS OF �`�ti� � � D R A W N B Y : JPL THE GEOTECHNICAL ENGINEER. ^`'"=VIE�(VL�; REVIEWED BY: JPL 5. PROVIDE PERIMETER FOUNDATION DRAINS PER THE GEOTECHNICAL '� ��n�LI D A T E : PERMIT 09.15.15 ENGINEER RECOMMENDATIONS. � , �=�ate:�' �6 � ; REVISIONS : _ � � �Y:---�'��- ' �,ode� � � �--� � � C�. � M � n ���� �, D '�1� ��c GENERAL 5��' t � 2015 , ��, NOTES ' �-�. TOWN �:�� �,�t�i� � S1 � �0..��.�'��'�R t'rs 9F •��y. '.�%�•,o 4 ' . �p� ( ' -.. $� �J� ' 2'-6"MIN. z y.y'`:� ,� � 'oFFS......����� �,'';` ct,,S/ONp1 � N Of`r � CD � C'7 N � I� M ' z X � �' � ` � m � � � � V o0 � N 0 Z rn rn a0 = x Q a �L Vl G TOP VIEW o 2'-6"MIN. 4'-0"MIN. � � � — � � . • ,z � � TWO COURSES w � OFBOULDERS Z "' MAX. — � a a Z � 1 � w 0 SIDE VIEW � 2 LL z MIN. BOULDER DIMENSIONS � � � Cn � J FOLLOW SOILS ENGINEERS � m a 2 � �"`��� AMO NT,OF GRAOVEL FIOLL � � � O � � ��t1 �� AND FILTER FABRIC > � z J �r� `�� � _ — _�� � '� � ZZQ PERIMETER DRAIN � � Q � TWO COURSES PER GEOTECHNICAL 0 0 w OF BOULDERS ENG. z 0 � 6"COMPACTED z M�• 1 BASE x � O Q 2 FOLLOW SOILS ENGINEERS U � o FINISHED PATIO RECOMMENDATIONS FOR � BY OTHERS AMOUNT OF GRAVEL FILL 4��v����� P R 0 J E C T : 0309-15 2�-0°MIN AND FILTER FABRIC -.�M�� �i����r �� l ,_, DRAWN BY : JPL BEFORE �j / REVIEWED BY: JPL SLOPING GRADE �fe._ �J� 1 / J NOTE: FOLLOW ALL c - �- / � 5�� D A T E ; PERMIT 09.15.15 ..,;.,a,;,,, ,, ...,.. _„ , . ,..-.,-, RECOMMENDATIONS ' • � R E V I S I O N S : FROM SOILS ENGINEER. _`-�� - ---� ��,�'ra � ----�,_ E �� PERIMETER DRAIN � z PER GEOTECHNICAL � � � n �n � �f � 6 COMPACTED ENG. i� �1 � o BASE D ETAI L D {°'�� 101a V�� 1 '1 T' ' 1 TYP. 8'-0" MAXIMUM DOUBLE TIER BOULDER RETAINING WALL DETAIL SCALE: 1/2° _ ��-o TOW� ���_.'�'���''�="- -� S1 NOTE: RETAINING WALL HAS BEEN DESIGN FOR A MINIMUM SAFETY FACTOR OF 1,5 FOR �� �_�--�-��-•--° SLIDING AND OVERTURNING AS REC]UIRED BY 2012 IBC SECTION 18072. �.�_ � , ��� g �'���,y � ��! \�� �����VL+� .. . . 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