|
�� �� �
<br /> �� � �� .
<br /> � ��� .
<br /> ��� �
<br /> ,,, ,
<br /> �
<br /> :�
<br /> 1/2" PREMOLDED 4" THICK CONCRETE FACE OF BUILDING �
<br /> EXPANSION JOINT W� TOPPING SLAB OVER PLANTER PER PLAN ���� �.,u��. ,.u_� �.ti� .,,,,,,,�„�;�;�
<br /> ELASTOMERIC SEALANT FOUNDATION WHERE CONCRETE PAVING PER PLAN DECORATIVE GRAVEL THOMAS RENGSTORF
<br /> OCCURS PER PLAN, PER PLAN AND ASSOCIATES
<br /> CONCRETE SIDEWALK PER SCORING TO MATCH CONCRETE BASE FOR SCULPTURE: SIZE AS PER PLAN
<br /> CITY OF EVERETT DIMENSIONED. INTEGRAL COLOR AS SELECTED CONCRETE CURB: 6" HIGH .
<br /> CONCRETE SIDEWALK, L�n��rE��HI��TU�
<br /> STANDARD DETAIL 312. REINFORCE W/ 2� � „ x 6" TNICK, REINFORCED
<br /> AP
<br /> SCORING PER PLAN. FLUSH WELDED WIRE MESH R� ��2 WITH VERTICAL BARS @ 18" S��D�N
<br /> O.C. ORIGINATING IN
<br /> SLOPE PER PLAN - a CONCRETE FOUNDATION,
<br /> a _ _ _ a `� z SEE ARCHITECT'S DRAWINGS SUITE6 SAPHONE.zos'�6 29756
<br /> � a � Q „
<br /> � a a � � � � a � a � a � a � R: 1/2" 6
<br /> V� � �
<br /> � � �a a � I 0a a a o o Da :
<br /> C� O � DO �O DO a a a a a a �� �j�'
<br /> „ a aa � � �
<br /> a aa aa� a�aa�oa�oa�oa� a
<br /> MIN 4 DEE ��� �� ����n���������� Da o a
<br /> 3/4"BASEROCK Da � �i\// \�� ���� 1 2" PREMOLDED EXPANSION JOINT W\ \/ _ �� vQ
<br /> � � � � � 4, �
<br /> ELASTOMERIC SEALANT WHERE PAVING G�
<br /> BUILDING FOUNDATION — c�— -- 4
<br /> � MEETS SCULPTURE BASE a �
<br /> AND WATERPROOFING PER 1� � a a� WATFRPROQFING PER
<br /> ARCHITECT S DRAWINGS J 8 MIN 6 DEEP 3/4 � BASEROCK ° ARCHITEGT S DRAWI�1GS STATE OF
<br /> TOPPING SLAB @ CONC SIDEWALK SECT. SECT: SCULPTURE BASE @ SIDEWALK SECT: PLANTER CURB WASH�N�TON
<br /> REGISTERED
<br /> LANDSCAPE ARCHITECT
<br /> 3 1 1/2" = 1'—PJ" P1 —WE—f�3 � � 1 1/2" = 1 '—Pf" P1 —WE-25 15 1" = 1 '—�" P1—WE-1P
<br /> �
<br /> THOMAS V. R GSTORF
<br /> CERTIFICATE N0. 298
<br /> PROJECT TITLE
<br /> MARQUEE
<br /> APARTMENTS
<br /> FACE OF BUILDING
<br /> CONCRETE SIDEWALK CONCRETE DRIVEWAY PER CITY CONCRETE SIDEWALK PER CITY OF CONCRETE TOPPING SLAB PER PLAN CONCRETE PLANTER WALL: 18" HIGH x
<br /> PER CITY OF OF EVERETT STANDARD DETAIL EVERETT STANDARD DETAIL 312.
<br /> EVERETT STANDARD 317, SCORING PER PLAN SCORING PER PLAN. CONCRETE BASE FOR SCULPTURE: SIZE AS 6" THICK, REINFORCED WITH VERTICAL E��TT,WA
<br /> DETAIL 312. DIMENSIONED. INTEGRAL COLOR AS SELECTED BARS � 18" O.C. ORIGINATING IN
<br /> SCORING PER PLAN. PER PLAN CONCRETE FOUNDATION, SEE
<br /> 2' � ARCHITECT'S DRAWINGS SHEETTITLE
<br /> � R: 1/2"
<br /> CONSTRUCTION
<br /> FLUSH FLUSH 6" VARIES PER PLAN DETAILS
<br /> z
<br /> a � Q a a Qa z � R:1/2" .
<br /> a a a a � �
<br /> a Q a`D Q ° a o a .
<br /> �� a O � �\\�\\�\\�\\�\\�\\�\\�\\�\\
<br /> � �� ,� a a a a a� a a a a a a �a ��� a � a a z I \//��//��//��//��//��//��//��//��//�
<br /> � DO C� D� DO G� G� DO DO� ,,,, .. � ���ii�ii�ii�i��i��i��i��i��i��
<br /> �a D ��a��a �a� �Da Oa�Da��a a D- � 11�1 � � � - � \ �\ \�\�\�\�\�\�
<br /> � � � � t \ \ \ \ \ \ \ \
<br /> G� � D� '� ��DO DO � "' "' ""' c, a S��i��i���i;!i;�i;�i;�i;ii�ii��
<br /> � � �%ti �" � �� �� ��� ��% '��� � �� 1 2" PREMOLDED EXPANSION JOINT W a � 1/2 � WEEP HOLE�\��\�� No. DATE REVISION eY
<br /> „ %� ��/i�i/ - �,�i /,i/,' / l _�_— ii �i� » ��i��i
<br /> 6 � ELASTOMERIC SEALANT WHERE PAVING ��\��\ � 24 O.C. MAX ��\��\�
<br /> 1/2" PREMOLDED MIN. 6" DEEP 3/4"� 1/2" PREMOLDED
<br /> �; MEETS SCULPTURE BASE a � ( �//�//�//�//`�/j�//`�//`�/ �/ / �6/19/19 rE�T sN
<br /> EXPANSION JOINT W/ BASEROCK EXPANSION JOINT W/ �� ��' BUILDING FOUNDATION AND � "' � � � � /`�
<br /> � G /�\ 9/16/19 COORD. SN
<br /> ELASTOMERIC SEALANT ELASTOMERIC SEALANT WATERPROOFING PER ARCHITECT'S ,� _j WATERPROOF�IG PER � �, y ` �
<br /> DRAWINGS �ARCHITECT'S DRAWINGS {�ll�0��19 PERMIT SN .
<br /> COMMENT RESPONSE
<br /> 22 CONCRETE DRIVEWAY AT SIDEWALK SECTION 24 SECT: SCULPTURE BASE @ STRUCTURE 25 SECT: PLANTER WALL �o3,1Z,2o IF� SN
<br /> 1 1/2" = 1 '—�" P 1 —WE—m4 1 1/2 = 1 '—B P 1 —WE-24 1" = 1 '—P" P 1 —WE—�9 �
<br /> �
<br /> �
<br /> �
<br /> MONOLITHICTHICKENEDEDGE NOTES CEMENTCONCRETE �NOTES � �
<br /> 3/8"fULL DEPTH EXPANSION CURB AND SI�EWALK � SIDEWALK PER STANDARD DRAWING 312 4 I
<br /> t. SIDEWALKS SHA.LL BE A MINIMUM OF 4"THICK,AND v- 1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE.
<br /> 3/8"FULL DEPTH EXPANSION �"R SHALL BE COMMERCIAL MIX CONCRETE AS CALLED `�-�� ` ` � �
<br /> JOINT 30'MAX INTERVAL 6" �,� �
<br /> JOINT 30'MAX INTERVAL MATCH � OUT IN WSDOT STD SPECS,WITH AIR EN7RAINMENT � � 4 � � �` 2 3/8 WIDE FULL DEPTH EXPANSION JOINT
<br /> CURB FULL DEPTH JOINTS V-GROOVE CONTROL HMA OR CONC ; 2�M� + (MIN 4.5%,MAX 6.5%). '� �` � ' ' ` ' � �
<br /> JOINT 1/4"DEEP 5' PAVEMENT � , ` " " .
<br /> 3/8"HALf DEPTH INTERVALS BETWEEN FULL ;p ��� t�� ,_,�.: ''- 2. SIDEWALK PULL DEPTH EXPANSION JOINTS SHALL P+ ',",�`� � 3. 3/8"WIDE FULL DEPTH EXPANSION JOINT If NO7E
<br /> EXPANSION JOWT �` GENERALIY BE PLACED 1'0 MATCH THOSE IN �� ,.`, ` i ABOVE IS 15'OR C,REATER. •
<br /> AND HALF DEPTH EXPANSION � � �� Q,�
<br /> 15'IN7ERVALS JOINTS TYP '`O � ADJACENT CURB 8 GUTTER(WITHOUT PLANTER Q . � .
<br /> BETWEEN FULL DEPTH —t /�t`� STRIP).MAXIMUM SPACING Of 30 fEET,FINAL • - 4 • y 2 4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEVJAY
<br /> �F.� 3/8"HALF DEPTH �.� ``j ; SPACING DETERMINATION SHALL BE DECIDED BY THE � � � � SHALL BE SURFACED WITH ASPHALT OR CONCRETE. MARCH 19th,2020
<br /> �o-�`� ��, ^ EXPANSION JOINT ' INSPECTOR IN THE FIELD. LL y� � • � DATE
<br /> �o.�� 15'INTERVALS 8" 12" 4 W 5. THE DRIVEWAY RAMP INCLUDING WING RAMPS
<br /> �•, BETWEEN FULL 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN �` `� . SHALL 6E CONCRETE COMMERCIAI MIX AS CALLED
<br /> • p''�' DEPTH 95%Of MAXIMUM DENSITY. � ,.___ ____... -- �;� 5 B - � OUT IN WSDOT STANDARD SPEGFICATIONS,A MIN
<br /> V-GROVECONTROL ��, MONOLITHICCURB 4. SIOEWALKSHALIBEATLEAST6"THICKINDRIVEWAYS � " " " Of6"THICKANDPLACEDONAMINIMUMOf2"
<br /> JOINT t/4"DEEP 6" q�''� �: AND BEHIND ROLL-CURB(STANDARD DRAWING 308). 3 ✓ � � � CRUSHEO SURfACWG BASE COURSE COMPACTED
<br /> FROM PACE OFCURB &SIDEWALK SECTION � O� ,� �.4.�,�. T095%MN(IMUM DENSITY. DESIGNED SN/SE
<br /> 5. THE PINISHED SIDEWALK SHALL BE SPRAYED WITH A ` ' ' ' `
<br /> � �'., TRANSPARENT CURING COMPOUND COVERED BY �� / ` "y` 'y` ` ' 6. MAINTAIN 1/2"lIP AT GUTTER. p�WN SN
<br /> V-GROVE CONTROL JOWT 1/4" "�' '� Q�F. PER PLANS 6'MiN WATERPROOF PAPER OR PIASTIC SHEETMG IN THE �� S/ �, ,� �.`W'
<br /> DEEP 5'INTERVALS BETWEEN � vP .�.r 1"R i-�{ EVENT Of RAIN OR OTHER INCIEMENT WEATHER. , ,� „ , �
<br /> CHECKED SE
<br /> ��y�Mp,X i CURING TIME SHALL BE FOR A MINIMUM OF 72 . . , .
<br /> FULLAND HALP DEPTN MONOLITHIC � � -- �'-` HOURS. �,,, 2 \ 5 . . --
<br /> EXPANSION JOINT3IYP �i� � -
<br /> CURB&SIDEVJALK ���,/ 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN I SCALE AS NOTED •
<br /> TYPE E-1 CURB i,��A� =/� EDGER HAVING A 3/8"RADIUS AFTER PINAL BROOM .q �� � � �
<br /> � TRA No. 1903
<br /> TYPE E-1 CURB&SW � �� �`� � F�N�sHiscoMa�ereo. -� � � r'�� ,
<br /> HMA OR CONC 1 2 CRUSHED SURFACING 6 u�" �� � `�'
<br /> PAVEMENT j BASE COURSE,COMPACTED �' SIDEWALKS ARE 6'MIN WIDE OR AS APPROVED BY \ J \ �` `y' �l �
<br /> TO 95M MN(DENSITY THE CITV ENGINEER. m / � � , , , , ,r ,-�"` CAD FIIE
<br /> 3B"FULI DEPTH EXPANSION � �� �' �
<br /> JOINT 30'MAX INTERVAL MATCH TYPE E-1 CURB, 8. CURB REVEAL MUST MATCH EXISTING TOP OF CURB �� , .,�,`,�,�,W,',`, /'�''�
<br /> CURB fULL DEPTH JOINTS FOR CU 8 IS PIACEDRNJAS SHOWN NETHE TYPICAL E � 4 W �.�.LL � � ����-�y�
<br /> V-GROVE CONTROL JOINT t/4"DEEP TYPE E-1 CURB,PLANTER STRIP& SECTION BUT THE ASPHALT STREET WILL COVER FACE - - • - •
<br /> 5'INTERVALS BETWEEN PULL AND 1!2"FULL DEPTH EXPANSION SIOEWALK SECTION Of CURB SO LESS THAN 6"MAVBE REVEALED. • - • �
<br /> HALP DEPTH EXPANSION JOINTS NP JOINT 30'MAX INTERVAL ,,,. Z ' I
<br /> V-GROVE CONTROL !� PROJECT MARQIIE.'E APARTMENTS
<br /> 3/8"HALF DEPTH JOINT 1/4"DEEP 5' 6'MIN
<br /> � COLDJOINT ( N � 2% Y 2% i
<br /> EXPANSION JOINT INTERVALS BE'f WEEN FULL � CEMENT CONCRETE — _
<br /> � 75'INTERVALS BETWEEN � AND HALF DEPTH EXPANSION 2%MAX�S��W� � (
<br /> � 30'fULL DEPTH JOINT JOINTS NP HMA OR CONC �-,F,„--�., ^ '
<br /> PRVEMENT '.:-� �� " >�,� � i SHEET NO.
<br /> � '. 3/8"HALF DEPTH _i ',"':"'""""`"-"^� �' � PARKWAY 6'MIN PARKWAY 6'MIN
<br /> t . EXPANSION JOINT �` � - q ....__-- q
<br /> � 'o,y 15'INTERVALS BETWEEN iYPE q-1 -T �_ � 2"GRUSHEp SURFACING BASE � 2% � 2%
<br /> � COLD JOINT s, r'"�,,, 30'FUIL DEPTH JOINTS CURB&CUTTER %��`���� COURSE,COMPACTED TO 95% � _._. ,.. `.i ; _ _ -' (
<br /> � q� � SEESTANDARD MAXDENSITY @ .._-�,,.s_.-- ..... ,.....�„�...._- �� � �
<br /> DRAWWG307 MONOLITHIC CURB&SIDEWALK SECTION � � '
<br /> � ':. I �t . . . -�--2'MIN CRVSHE�SURF/�ING -2"MIN . .
<br /> V `Ap ,r $ ������� � BASECOURSE GftUSHEO �
<br /> � ;'�� �P S 3� i�CITY OF EVERETT � _ SURFACING ,� .
<br /> �. � BASECOURSE CITY OF EVERETT
<br /> � PUBLIC WORKS DEPARTMENT � PUBIIC WORKS DEPARTMENT
<br /> SECTION A A SECTION B-B
<br /> �� �TYPE A-1 ..,= H ro n a.,..� :�1I��019 �� `°`� �"' p"ni M °`"' .4/�26�'1017
<br /> CURB&CUTTER „� USING TYPE A-t CURB USING MONOLITHIC CURB 8 SW
<br /> IT�CEMENT CONCRETE CURB& �� CEMENT CONCRETE
<br /> �� TYPE A CURB&SW SIDEWALK DETAILS 312 j �"' � DRIVEWAY RAMP TYPE-3 317
<br /> -- � ' — ; �
<br /> 33 CI� OF EVERETT STANDARD DETAIL 34 CITY OF EVERETT STANDARD DETAIL
<br /> 1/2" = 1 —�" 1/2" = 1'—�J"
<br /> �
<br />
|