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1" CH�MFER p. �^ � � � � I �����
<br /> #4 BAR CONT. ,
<br /> WSTALL SKATE STOPS @ 3' O.C. _ , @ 12^ � � 3
<br /> USE SKATE STOPS RECLAIME�
<br /> FROM DEMOb WALL a #4 &4R
<br /> � � _ � 12" O.C. 1/2" RADIUS, NP. VARIE
<br /> C.I.P. CONC. WALL, BOARD � , a � � 2 .
<br /> FORM RNISH ON ALL , ° �rCLR FlLTER FABRIC
<br /> Z�-0" �� • EF. STRUCTUR4L DEI�. s I i I I I i WRAP. WR4P FlLTER rY�
<br /> VERTICAL FACES, LIGHT � I �, CBRE Hee Inc.
<br /> SANDBLAST ALL „ � ` � a 19 5-403 FOR WALL � � � �j �jv,�,, �j // /� y, ���y, FABRIC OVER TOP
<br /> HORIZONTAL SURFACES, " � , ` � REWPoRCING AND w ����/�A� A ���A/ ! VA/�A� O andotFlor�'�da�32 OSuite300
<br /> Jyp. ��` ° ° e < � WALL THINCKNESS � = i����������j��j����� OF DRAIN ROCK 407.992.6300
<br /> �. _,n— j /,- / / / / / /
<br /> � ` ° � � y,�.i�>'����fi ;�< a"m PER� PiPE �
<br /> ADJACENT SURFACING ¢ . � ° ° � � ��, ��,/��. �� CONTINUOUS AT AA0002293
<br /> REF PLANS, P. ' � < � � i�/%%��'� �/��/j�4� BOTfOM OF WALL EB 0005176
<br /> . a . ° . . _ . � �� i����/�i��i
<br /> �i�% %�/� W�%
<br /> . . ° J` ;'"9 � 'i U"�J`�-i � . � �ij��i;y�i�� �� A DR4INAGE
<br /> � � . � � < a . .` a , '� ����� �0 � v.70 = '-� � y'��j• BACKFILL, REE � .
<br /> , � , _� , �_ , � � � �_w�� �_ . � � � ,o a • . " — �___i � i a , ��;��� ����� SNOHOMISH
<br /> I I I I I I-1 I I I I I I Q=1 I • , � j >!��x ?� S I I I-1 I � I I 1-1 I I I � �'� °, %��!
<br /> . '�� .� � � ) a �� REF. STRUCTURAL
<br /> J I I I I I 1=I I I I I I-'I I � •� ` �,` " • � a , , '� > I-1 I I I I '-1 I I-1 I 1 �. � �i
<br /> � � a �� < � , � � � o�r. is s-aos COUNTY
<br /> _ II III II : II �� � � � III -III III III � — ��ii ;,
<br /> / i � i i/ , � � >�, PoR WALL FOOTWG
<br /> I� III III � II III � II � � � / � � III � - � %� �
<br /> � 4'-0" � � � o� � � � DIMENSIONS AND COURTHOUSE
<br /> I I I - I I I I I I I �� I I ' //�// //// , ////// /// � I I I I I � I I I I I % c` � �-r � �� - I � �
<br /> I I � � � �' �� WALL THICKNESS
<br /> I I I I I 1I �,-, / / �/ / / �/ I� I I I m I I I1-�.�-� � � < <��� vARiEs_ �-� �, � !=1I RENOVATION
<br /> �� �C�OMPACTE� SUBGRADE � �� � � � � � � - I I=i � s ��ov ���� U O�J�RO�� �O��� , ;; - CRUSHED ROCK
<br /> � I �� I I i I I I-I I i I I I I I I=I ( I I I ��. I I I � i I I-I I BASE
<br /> STFtUCTURAL StAB / � #4 DWl TO MATCH BENT VEIZT SPACWG SEf 3 1�2' MIN. INTO �_I I I-I I I� �I I I I I I I I I I �=I I I I I I I I I=I I I I I I I � �
<br /> EXISTING CONCRETE W/ HILTI RE-SOOSD EPDXY. CONTRACTOR ��I I I � -I � I=I I I I I I I �=I I I I I-I I I I I I .I I-I I COMPACTED
<br /> QSHALL WATERPROOF ALL GARAGE LID PENEfRATIONS PER - SUBGRADE
<br /> WATERPRWF MANUFACTURERS SYSTEM REQUIREMENTS
<br /> ��� CIP CONC. SEAT STEPS �„� CONC. RET. WALL
<br /> � SCALE:1 " = 1 '-0" � SCALE:1 " = 1 '-0�� Q pmjectnumber �
<br /> 2
<br /> HI-1309100
<br /> �1 �� consultants/construc[ion managers
<br /> �WN ADJACENT EXISTING POLEFLANGErIW/ RELOCATED AWMINUM �
<br /> SIDEWALK, REF. FLAGPOLE BASE = 3"0 `L�c (�' f.
<br /> MATERIALS PL4N LEVELING SCREWS �l � �,�w� r k S h � p
<br /> �A__ �g" PAIMED STEEL
<br /> ;� TUBE AND BASE THICKENED SLAB � PLAN
<br /> PLATE, FLAGPOLE MOUNTING .
<br /> , �T T -_ ': i ° � ° � , COUNTERSUNK �3 CIRCUU+R TIES � NOTES: �
<br /> � - --I I I I I ��T- -. I i I-I i I-I ��. = SS BOLT 3" (18" L4P) 1 . PROVIDE SHOP DRAWINGS FOR
<br /> a I I I II I li-1 I I I I I-� ADJACENT C.I.P. REVIEW AND APPROVAL BY
<br /> z I I I '� �)°��y ,( �, I-I I I I - � � �� � � � . CONC. PAVING ARCHITECT PRIOR TO CONSTRUCTION.
<br /> �� - ' I �L COMPACTED (6) #5 DWL EQ.
<br /> a L' � �' I ! o SPACED AROUND 2. FIELD VERIFY ALL SITE
<br /> o �I I I ' Ii i_I SUBGRADE '9" � POLE BASE MEASUREMENTS AND EXISTING FL4G
<br /> m w = I I �� I-I I � FlLTER FABRIC PERIMEfER SEf 3 POLE BEFORE FABRICATION. m
<br /> N ¢ _II �o ` -I I I-i W�P' WRAP FlLTER 3. ALL METAL TO BE PAIMED STEEL,
<br /> i � I I 1/7' MIN. INTO
<br /> > FABRIC OVER TOP = ' 20 ° EXISTING CONCRETE PAINT COLOR TO MATCH NEW LARGE
<br /> � � II - ` �I III II� pF DRAIN ROCK y v�v'� W HILTI RE-500SD fLAGPOLE.
<br /> III ', , ; � 4. SURFACE MOUNT HARDWARE TO BE �
<br /> O � 7 I= �, - DRAINAGE BACKFlLL, �. � � Y`� EPDXY STAMLESS STEEL EXISTING -
<br /> ;b c�' I�I� ��' REF. CIVIL �� � ' � �% 5. ALL COMPONENTS SHALL BE SHOP STONE BASE
<br /> 1 � � � � % � WELDED, PRIMED, AND ALL WELDS
<br /> `O I I ��b�C �� � - 6" PERF PIPE � � �� � � � �� � GROUND SMOOTH BEFORE DELNERED
<br /> I �- I=1I coNNEcr To civi� /� / � � "
<br /> / , 70 SITE. A A
<br /> - ,-„ -i „-, . i �� I I 1- DRAM � � � � � 6. ALL ME�AL EDGES TO BE EASED.
<br /> � -6 7. CONTRACTOR SHALL WATERPROOF � �
<br /> MIN. STRUCTURAL FOAM Q FOOTING
<br /> ALL GARAGE LID PENETRATIONS PER
<br /> GARAGE SLAB BELOW WATERPROOF MANUFACTURERS o
<br /> SYSTEM REQUIREMENTS. �
<br /> � FRENCH DRAIN �� FLAGPOLE FOOTING SMALL � �
<br /> i '-6" 1 '-6" (3) BRONZE PIPE
<br /> �J SCALEI " = 1 '-0" � SCALEI " = 1 '-0" P�'N FLOWER RECEPTACLES
<br /> i - - - - - - -- - - - - - - � i � m
<br /> � � 4' JOINT SIZE, TYP. � i ii pF w A Sy seal/signature
<br /> NOTES: 35' AWMINUM FLAGPOLE 4'-0" STONE VENEER I I I I BACKER ROD AND � I ii � KE.gR �'b .
<br /> 1 . CONTR4CTOR SHALL (TOTAL HT = 38'-6") 10 ENLARGEMENTS, I I � I SEALANT AT JOINTS I I �� � FRONT Q �,P�M qNos c�,
<br /> WATERPROOF ALL GARAGE BASE = 6"6 L-311 TYP. ALL I I �� SIDE � d�l �(� �
<br /> LID PENEI�RATIONS PER ENLARGEMENTS � �� �� � Ii � �i � i �, � �i I � � � I 1 � i I � I li � �� I II EXISTING ETERNAL FLAME STONE � �
<br /> BASE; FIELD VERIFY DIMENSIONS
<br /> MANUFACTURERS SYSTEM MOUNTED ON FOOTING. 6 AD ONCN PAVNG II I I I � � � ' II I I ii � �
<br /> GRANITE FACING , i i i i i , i I I ii . •
<br /> MEMORIAL PLAQUES TO � -6" � . - I I , ; , _ , . ______ _. y � o� U
<br /> REQUIREMENTS � � i � '
<br /> -
<br /> A B � 8' R18�L4PIES � - � - - - - - �- - - � � -- - - --� --� . I P�, �� � �� � �- #3 TIES � 8" (18" LAP) ����/ , 6 '0 �' BRONZE PIPE EMBED ��s��OFxa. oU�°�,�,��� �
<br /> BE INSTALLED ON DIA � � � I I I
<br /> GRANITE FACES � � n� 1 -0" 1 '-0" Q-^ INTO FOOTING. GRIND TOP Cq pE pRG
<br /> � ' ( ' ) �� ��� �a I �� I I i �� EDGE OF TUBE SO THERE
<br /> (24) �4 BENT - ENL4RGEMENT A ENLARGEMENT B � � _ _ _ ,II � � _ _ - ° _ _ _ ARE NO SHARP EDGES, issuedfor date
<br /> VERT EO SPACED „ (6� #6 VFRT. FQ. _ _ _ _ _ _ _ _ . ., II . _ � � � � INSTAII Rl1SH WITH TOP OF _
<br /> AROUND POLE p SPACED AROUND POLE GROUT VOID SOLID, TYP. i -i� � � . II . � < -� SANDBLAST FINISH ALL < ° � FOOTING. SLOPE BOTTOM OF � CONSTRUCTION 05/04l2018
<br /> � �� I I � � � � � EXPOSE� FACES ^ PIPE TO DRNN DOCUMENTS
<br /> BASE PERIMETER i ,- � C MORTAR STOP TYP ' '� I I i � I �- . -�
<br /> � ° .' ��1 CIP CONCRETE FOOTING, TYF �� ��- � � � � ° ° ii . � � � � ADJACENT PAVING a <� � PROVIDE DRAIN HOLES AT item date
<br /> � � "_�_-� _ ` �i Im KERFANCHOR FASTEN � a I � � � � ° � � L =_ � __ � w a� . Y w PPE�O �ADJA�CENTSPL4NTER � •
<br /> N � - . . L ' o � � � � TO CONCRETE FOOTING, b � I I � � � _e . � . ��,: ¢ � P C DRAIN PIPE � ��D��DUMN0. 3 mn9/2018
<br /> � � � v' � - - - - 1 I � ' I I � - �- - � , �'X , - - - - . .. PER SHEEf L-210 � --. _- _
<br /> r
<br /> v� , � / 3 PER PANEL TYP. I . , , a . . �
<br /> � � � �V ° , a . , . a A91 NO_] 08/092018
<br /> m - - - - - - � �/ STONE VENEER, � � � I < RELOCATED GAS SUPPLY 'Y` � �. � 3
<br /> a
<br /> / � 1-15�16" THICK, ° ° i i � � ' / � � � � SHEEf�P� 1005 BING � � /
<br /> #4 DWL TO MATCH BENT / / � � � � . ��� % � � NP. � p �. �, I � � �� ���� ������ � ��� � � � 1 .5" PVC DRAIN PIPE �
<br /> � lERT. SPACING SET 3 1 /2" / � ADJACENT � �. � I �� I � (6) �5 DWL EQ SPACED � CONTRACTOR SHALL
<br /> MIN. INTO EXISTING GROUNDING ROD SURFACE, REF I I . , I AROUND PERIMITER, SEf 4 WATERPROOF ALL GARAGE LID
<br /> GARAGE SLAB MATERIALS I � I I I 1/2" MIN. INTO EXISTING
<br /> C REC 5 OSD EPDXY �•_9•, BELOW � p�qN I\ �, � � SECTION AA SECTION 6B PCNCrRATIONS PCR ,
<br /> CONCREfE W/ HILTI WATERPROOF MANUFACTURERS
<br /> ' - - - - - - - - RE-500SD
<br /> ENLARGEMENT C SYSTEM REQUIREMENTS �
<br /> �� FLAGPOLE FOOTING LARGE �� STONE VENEER ENLARGEMENTS
<br /> � � �� ETERNAL FLAME FOOTING -----
<br /> _ _ ---
<br /> SCALE:1/2" = 1 '-0" SCALE:1/2" = 1 '-0" � � SCALE3/4" = 1 '-0" � � �
<br /> � -_ _— _ __. __
<br /> EHISTING STONE MEDAL LASER ETCH OR SANDBLAST TEXT �
<br /> OF HONOR MEMORIAL AND GRAPHIC INTO BACK SIDE .
<br /> OF MEDAL OF HONOR MEMORIAL.
<br /> DIGITAL FlLES WILL BE PROVIDED BUILDING WALL, TYP .
<br /> 3" � TO FABRICATOR -N DECORATNE ROCK TYPE 1 ; '
<br /> � ��
<br /> a BUILDMG 4"-8" QUARRY SPALLS
<br /> _ �p ��- `�� �f����� ���( '�� FLASHING, REF D�GN6CKAFERED STEELTEEL
<br /> �„ i� =. �, g� ARCH STAKES MIN. 15" LONG
<br /> o �, ,' o , �R� ' ��� o o � 0 2'-6" _ SPACED O 24" 0.Q .
<br /> � � . . /� , p i0 �� �
<br /> � ��� �� � � � � la���������'� �'—`
<br /> I'� s. �� � // � ����dSU2SlS A Ln �� � � �J I � �
<br /> � � 9, � MULCH LAYER
<br /> , vi �
<br /> i� , ; �n _ Yn �,� /��,� /�� 1��/��//�.���
<br /> i� - � � >_ n_ "' _ � �< Y )� ����`jN��i,�i/,i� ADJACENT PLANTING
<br /> � � �� _ , � �� � y����Afi�j SOIL sheettitle
<br /> < - _ h � , < „ � � ' �A.�V'��'����
<br /> � oQo o � ��;��;�%%�T; DETAILS
<br /> ` E�EvnrioN A I I I � I I I I 1 � - 11 - � ��� i i�( ( �_ �;��
<br /> I I ��%����%�' -1 ''
<br /> t '-o" -o• II IIHII il �� III� -`�iT,?;`li`✓ `�� � �-��i� �
<br /> I I� I I 1=1 I I I i I-1 I i I I `���i��i�vi '
<br /> � 1 C.� � �I i
<br /> ADD NEW GRANITE � (2) �"4 SS PINS. NEW GRANITE BLOCKOUT TO - - � I . �-_ I I_� I �_�� ��,�y�y. i G , i /
<br /> �_
<br /> BLOCKOUL FlEL� PW TO CONC. SLAB MATCH EXISTING COLOR. C�������� ` , -
<br /> Pcr,;;it � rP .
<br /> VERIFY DIMENSIONS. ROCK PITCH TEXTURE - FILTER FABRIC SUBGRADE sheet number -
<br /> MEDAL OF HONOR MEMORIAL �� METAL EDGE AT MAINT. STRIP � e3 � �
<br /> - � 3 SCALEI " = 1 '-0" � J SCALEI " = 1 '-0"
<br /> drewn bv AR checked bv NR
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