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SAWCUT CONTROL CONCRETE SLAB REINFORCING PER SPECS. C B R E � HEERY
<br /> NO iROWEL MARKS AT SLOPE TO DRAIN PER PLANS LIGHT
<br /> EDGES OR JOINTS, TYP. #4 SMOOTH TIE BAR JOINT - 1/4" SCORE BROOM FINISH PERPENDICULAR TO TRAFFIC 1 /4" RADIUS TOOLED EDGE
<br /> r CAST IN FIRST POUR LINE TOOLED 1/2" (TYP. UNLESS OTNERWISE NOTED . NOTES CONSTRUCTION (COLD)
<br /> a ' RADIUS � EDGE, TYP. � 18" O.C. DEEP, NO TOOL MARKS � (2) #3 REBAR 24"' O.C.
<br /> VERTICAL SURFACE 1 . PROVIDE CONTROL JOINTS 8'-0" O.C. MIN. CONL (MIN. 3" CLR.) JOWT, TYP.
<br /> TOP OF MULCH AT CONC. PAVING (CURB/WALL/ETC.) (MAX 1 /2" BTWN.) �
<br /> PL4NTING AREA/TOP SECOND POUR (2) #4 REBAR CONT. CBRE Heery, Inc.
<br /> OF L4WN 3/8" FELT EXPANSION JOINT RECESSED (Z) �4 REBAR CONT. (MIN. 3" CLR.) (MIN. 3" CLR.) #4 SMOOTH TIE 100 East Pine Slreet, Suite 300
<br /> � CONC. PAVING BAR CAST W FIRST Orlandq Florida 32801
<br /> 1/4" BELOW FlNISH GRADE, iYP. REMOVE 3 REBAR, 24" O.C. CONT. (MIN. 3'" CLR.) POUR @ 18" O.C.
<br /> FIRST POUR # ADJ. C.I.P.
<br /> 407.992.6300
<br /> � ��q^ PLASTIC STRIP. INSTALL EXPANSION CONC.
<br /> � � ��4 JOINT AT ALL VERTICAL TRANSITIONS
<br /> - � � � CIP CONC. CURB qDJACENT UWN PAVEMENT AA 0002293
<br /> � PLANTING EB 0005176
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<br /> � � � � - �� ADJACENT SHRUB
<br /> _ - � c r � a s i� 'L'�� '* o PLANTING ti�v �� �`� - `� —
<br /> � :7� OV �00'7�0( '� .. .., , ; � .
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<br /> - : _ = SNOHOMISH
<br /> �\ o ; � w . �
<br /> w °� ° COUNTY
<br /> � � _ _ a o . . . ,. � � ,_o,;
<br /> � 4" , '-o•' � , '-o" , '-o' a ' COURTHOUSE
<br /> BASE AGGREGATE COMPACTED TO � CJ.P. CONC.
<br /> THICKEN EDGE OF 959 MAX. DRY DENSITY - PAVEMENT RENOVATION
<br /> PAVEMENT WHERE -310 OR
<br /> ADJACENT TO SOIL OR THICKENED EDGE CONSTRUCTION SAWCUT PAVING � UNDISTURBED SUBGRADE OR FlLL 5/8" CLFAN CRUSHED,
<br /> EXISTING PAVING (COLDI JOINT CSJI CONTROL VERTICA� EDGE COMPACTED TO 959 DRY DENSITY � '_p" � EXPANSION JOINT
<br /> COMPACTED TO 90%
<br /> JOINT CJ EXPANSION JOINT COMPACTED SUBGRADE TOP OF GARAGE STRU�CT SLAB
<br /> ��� C. I . P. CONC. PAVEMENT �� CIP CONC CURB @ LAWN �,,� FLUSH CONC. CURB BAND
<br /> ' scA�e , - � _o �
<br /> v SCALE:1 1/2" = 1 '-0" ` � J SCALE:1 1/2" = 1 '-0" projectnumber
<br /> 1/4" R EDGE, TYP. �� HI-1309100
<br /> SAWCUT CONTROL JOINT
<br /> NO SHINERS OR TOOL MARKS 7/4" WIDE X 3/8" DEPTH consultants/constructionmanagers
<br /> ��G^ SAWCUT CONTROL JOINT SAW CUT JOINT LENGTH S i t e W o r k s h o p
<br /> 7 �� - i/4" DEPTH OF SL4B AND WIDTH VARIES 1 1 /2" O.D. S.S. PIPE SIM. STAIR HANDRAIL
<br /> 12 INTERMEDIATE
<br /> & ° � a -3i _310 HaNDRnI� 3/a" x i 1/2" S.S. FUT LANDSCAPE ARCHITECTURE
<br /> � EQ. SPACING, � POST � BANDROLT TMP. STAIR
<br /> � � 6 � 5'-0" O.C. MAX.
<br /> � � � � � � - CURB BEYOND
<br /> � � � � � � C.I.P. CONC. PVML . � . ---
<br /> CONTROLJOINT (CJ1 SCOREJOWT � TOP OF RAMP
<br /> FIXED ELEMENT,
<br /> 3/8" LEGEND� PED. CONC. PAVING
<br /> CONCRETE PAVING- 1 . CONCRETE PAVEMENT. a
<br /> .E. WALL, STEP,
<br /> FlRST POUR � p 2. CONSTRUCTION JOINTS i BOTTOM OF RAMP
<br /> � v 1/4" � q COWMN, VAULT � , EXPANSION JOINT, TYP.
<br /> � �CONSTRUCTION JOINT OR CURB AND CONTROL JOINTS. ;n 1 '-0' � -
<br /> � 5 NO SHINERS. i
<br /> � CONCRETE PAVING-
<br /> e�, � � - . - . . . 3 N 3. 3/8" ISOL4TION JOINT NP' � � /: NOTES:
<br /> ^ � � SECOND POUR '� �� ' e � ^ � � � MATERIAL ^ � �y , y..,,. ,� � ��- , , ; .�- 1 . SHOP DRAWINGS REQUIRED FOR
<br /> � � � #4 SMOOTH TIE BAR . . . . � 4. i/4" RADWS TOOLED - --` -- � - c -'= :_ - �" � . ALL HANDRAILS FOR APPROVAL
<br /> � � � CAST IN FlRST POUR � EDGE NO SHMER. o a, � —� - � - -- - i �__ �. ' PRIOR TO FABRICATION.
<br /> � .1�
<br /> . � 18" O.C. � 3 5. NO JOINT SEALANT. , " �:, -� �� � . � - � � , � - CORE DRILL CURB WALL & 2. WELD ALL COMPONENTS W.
<br /> 1 '-0" 1 '-0" � � 6. STRUCTURAL FOAM, . � 'y�' MiN. 3" c�a. or � I � � � �� �
<br /> � �4 BAR 0 18'" SET POST IN EPDXY BASED CONL SEAM WELD, GRIND SMOOTH,
<br /> REF. 79/5-402 mee oaiu oN u� O.C., EA. WAY NON-SHRINK GROUT, TYP. W�SE ALL EDGES, TYP.
<br /> CONSTRUCTION JOINT (CJl ISOIATION/EXPANSION JOINT ENLARGEMENT OF 3. FIELD MEASURE FOR ALL
<br /> ISOLATION JOINT smcs, nP. VIEW OF INTERMEDIATE POST & HANDRAIL HANDRAILS.
<br /> � . _ _ _ " _ _ " '_ . . . . . . " '_ _ ' ..
<br /> ��� C. I . P. CONC PAVEMENT OVER STRUCTURE ��_ C. I .P. CONC. RAMP W. HANDRAIL
<br /> J SCALE'1 " = 1 '-O"
<br /> � SCALE:3/4" = 1 '-0"
<br /> seal/signature
<br /> � \ C.I.P. CONC. - FlNISH AS SHOWN ON E �F E BRSH�,�
<br /> / 3 1 /4' \ LANDSCAPE LAYOUT PL4N5 �` pP'K qNp �'�
<br /> HAND � �aC,����bl3s p
<br /> _� HAND TROWELED SAFEfY STEP EDGE � TROWELED ADJACENT TOP OF MULCH �' Z
<br /> / , I SAFEfY STEP MIN. 6 '-MAX 30", � •
<br /> � � � � � ' EDGE REF. GRADWG PL4N �
<br /> � � ��
<br /> � 3 4 n � - . .. w ,, - .;_. #4 REBAR 12" O.C. EACH WAY a���Oexa. a+i�°�����
<br /> S
<br /> —� �2.s• ':� � 6„ MIN. 3" CLR. OF 6• CAPE AaCa
<br /> 1 1�4" � � � �� � � ;.� ��R � � �COR SIDES��IYP. � L ��� issued for date
<br /> PLAN - ESCUTCHEON �� _ w p �CLR. �
<br /> CONSTRUCTION
<br /> (t � 05/04/2018
<br /> SCALE 3"= 1 '-0 ' #4 BAR O 18 DOCUMENTS
<br /> NOTE �� � � � STAIR ISOMETRIC - - � � O.C., EA. WAY
<br /> \ 1/4" THICK PLATE, / �� ._ . � 1�" SCALE: NTS — — — — , —
<br /> item da[e
<br /> EASE TOP EDGES. � . � �
<br /> WELD TO RAIL, TYP. / - . . _ . . . . . 3•'
<br /> INTERMEDIATE HANDRAIL POST � � 4 � REVEAL NOTES •�i - � � �
<br /> -310 .. . _ .. _ . . : CLR. ._ _ .
<br /> � . f 1 . ASSUME ALL RISERS EQUAL PER �, � � � '. . P. _ —
<br /> - , . . EACH SEf OF STAIRS. SEE � �CRUSHED ROCK BASE� � - —_. -
<br /> PROVIDE IMERMEDIATE STAINLESS -� � . GRADING PLANS FOft TOP AND i � \ �
<br /> STEEL POST AT RAILINGS OVER 8' � � . . BOTTOM OF STAIRS. - � \\ -
<br /> LENGTH, CENTER RAIL IN TREAD ' 2. SEE STRUCTURAL PLANS FOR '9 ` COMPACTED SUBGRADE
<br /> CLOSEST TO CENTER OF RAILING .. : � CONCRETE REWFORCING. C.I.P. CURB WALL
<br /> a
<br /> � � EXPANSION JOINT - ----
<br /> �
<br /> , ,/z" m scH. , o sTnw�Ess o �� STAIR SAFETY NOSING �� C. I .P. CONC. RAMP W. HANDRAIL SECTION
<br /> STEEL TU9E HANDRAIL, '�� 4' O.C. MAH �
<br /> N0. 4 NON-DIRECTIONAL � � ADJACENT PAVING, �� SCALE:3" = 1 '-0" �� SCALE: 1 " = 1 '-0" �
<br /> (ORBITAL) SATIN FINISH � � REF. SITE PLAN, END POST
<br /> i i a TYP. ' -- - .
<br /> � TOP OF cn
<br /> i i/z" x 3/a" sTnw�Ess � � � '� � —°�� srniR �
<br /> STL. BAR END POST, iYP. o REVEAL RUNS ACROSS . _
<br /> . �✓ z TOP OF WALL AND
<br /> � � ��_ '�m � _ DOWN BACK OF WALL
<br /> I R 1/8" � � S.S. TUBE EASE �� -- -
<br /> "� TOP RAIL EDGES � � 1 '-0"
<br /> � TOP RAIL z TOP OF WALL
<br /> SLOPE � �� � EASE EDGES m
<br /> � 1 0 1 0 �` EQ. ' EQ. � / / • � '� �NBOTTOM � REVEAL
<br /> : ' ' � / ��i ,�Q. OF STAIR c, � FACE OF WALL
<br /> � TYP. TYP. � . � / . _ . . . _ � .� . �� .
<br /> � � / � � I I � FRONT viEw
<br /> EXPANSION 5 COMPACTED 1�" �" ,IS�' }•
<br /> JOINT, TYP. SUBGRADE
<br /> � � � � CRUSHED ROCK �
<br /> / � / � � SUBBASE 3/4" X 1 1/2" 3/4" X 1 1/2" TOP OF WALL
<br /> sheet title
<br /> - : � � � I � S.S. BAR ss. sAR : � � DETAILS
<br /> r^av
<br /> � - - — NOTES: � �
<br /> 1 . REF. PLANS FOR NUMBER OF RISERS.
<br /> � �„ � „ FACE OF WALL
<br /> MIN. 3" CLR. OF 2. ENSURE ALL RISERS ARE OF EQUAL HT. REF. SECTION A SECTION B ELEVATION 8 8 NOTE:
<br /> CORE DRILL ON ALL GRADING PLAN FOR TOP AND BOTfOM STAIR END POST WTERMEDIATE POST 4 1 . REF. L-300 SERIES ELEVATION
<br /> SIDES, TYP. ELEVATIONS. DRAWINGS FOR LAYOUT AND
<br /> P�N DIMENSIONS. sheet number
<br /> � C. I .P. CONC. STAIRS ��� INTERMEDIATE HANDRAIL POST 16 VERTICAL CONTROL JOINT L �� � O
<br /> � SCALE: 1 " = 1 '-0" � J SCALE3" = t '-0° SCALE:3" = 1 '-0'
<br /> drawn bv AR checked bv NR
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