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HomeMy WebLinkAboutHazel Dell Parkway Landscape Plans 116th Street & Hazel Dell HAZELDELL PARKVVAY PLANS ) ( CONSTRUCTION 116th STREET & HAZEL DELL PKWY. 401 W. 71st Street OWNER . .� CITY of CARMEL � ONE CIVIC SQUARE CARMEL, IN 46032 13171 571-2441 CONTACTi KATE BOYLE-WEESE 0 ij. i s i b • .. ' HOLEY MOLEY SAYS " DON'T DIG BLIND E 118th w ! ! *+ + Mllr M 1 IV 7�! lb a "IT'S THE LAW" I .,+ CALL 2 WORKING DAYS BEFORE YOU DIG ~ 1-800-382-5544 CALL TOLL FREE or PER INDIANA STATE LAW IS-69-1991. a or IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO(2)WORKING —�— • • DAYS BEFORE COMMENCING WORK. VICINITY MAP. SCALE: 1• ■ 49000' The Schneider INDIANA STATE DEPARTMENT OF TRANSPORTATION CoTorafton SPECIFICATIONS DATED 1999 TO BE USED WITH THESE PLANS REVISIONS INDEX APPLICABLE CITY OF CARMEL STANDARDS DATE, DESCRIPTION DESCRIPTION DESCRIPTION SHEET SHEET 3020 North Post Road Engineering No. No. C100 COVER SHEET Indianapolis, Indiana Surveying THESE DOCUMENTS ARE SUBJECT TO 46226-6518 Landscape Architecture PERIODIC REVISIONS BY THE SCHNEIDER CORPORATION. THE HOLDER IS RESPONSIBLE 0101 LAYOUT AND GRADING PLAN 317-898-8282 GIS o LIS FOR VERIFYING THAT THESE DOCUMENTS C102 PILLAR & SIGN SECTIONS ELEVATIONS - 317-899-8010 Fax Geology ARE THE MOST CURRENT PRIOR TO USE. C103 PILLAR & SIGN DETAILS C104 SPECIFICATIONS 0105 SPECIFICATIONS Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. ` n 1 j� > CERTIFIED BY: JANET E. STERLING, RLA E-MAIL ADDRESS: Jsterling @theschneidercorp.com DATE: �/ �/�9 SHEET THIS DRAWING AND THE IDEAS,DESIGNS AND CONCEPTS CONTAINED ®� HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER (C PROJECT ENGINEER: JES CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART,WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. OF CHECKED BY: MR DATE CHECKED: 10/26/99 1999, The Schneider Corporation JOB No. 3106.001 6 10Jd 7X� VW16.0 L p.� P1, ��� A4 4 S �ECT M4Z�G V 9� FILE NAME: J: \3K\3106\001 \C100 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 HoLEY MoLEY SAYS " DON'T DIG M BLIND M f ..: PROP05ED 50D AREA EX15TING 5WALE / REGRADE 5WALE TO MAINTAIN FLOW DIRECTION 'IT'S THE LAW" CALL 2 WDRKING DAYS BEFORE YOU DIG L L � � _ — _ _ s 1-800-382-5544 >. 3 a d "/` " CALL TOLL FREE Q� ♦ 2 CONDUIT TO PER INDIANA STATE LAW IS-69-1991. I/ �<,> FILL TO PROVIDE 1(0' OF FLAT � ELECTRIC SOURCE AREA BEHIND MIDDLE PAVEMENT �°°°°"""� °"""°"' """"""` ♦♦ IT IS AGAINST THE LAW TO EXCAVATE CORNERS. D MI DE DITCH TO p '� ` • ' ♦ WITHOUT NOTIFYING THE UNDERGROUND PROVIDE 3:1 SLOPED. EXTEND «� ,, � 3° ♦ ♦ SHADE TREE5 IN PREVIOU5 LOCATION SERVICE TWO(2)WORKING PIPE TO MEET NEW DITCH BOTTOM. �, G' LANDSCAPE CONTRACT DAYS BEFORE COMMENCING WORK. PUSH 6' CONDUIT UNDER ROAD SPADE EDGE Q ♦ • A , : R Utilities - It shall be the responsibility of each LAN 2 PINE5 A5 REQUIRED 0 FOR PILLAR AND 51GN LIGHTING. 5P T ) M «_ ♦ "" contractor to verify all existing utilities and TRAM ( f TO GET FILL IN. FOR CALL FOR UTILITY LOCATION A / I BEFORE STARTING WORK. ♦ "' • 1 .. OP B NK t3AATCH EXISTIN 1 contact the owners of the v t re I IN conditions pertaining to his phase of the work — — ��L � � — T � C It shall also be the contractors responsibility to — — PROP05ED PILLAR5(TYP.) h'9' ` ♦ \ + 3 rs contractor s all utilities? in K (5EE DETAIL5) +� work is started. The contractor shall notiflr in NEW PIPE INVERT. SET T + 0 CONDUIX P 5HED writing the owners or the engineer of any changes. K 11 5 >' '� � ��, E ' f UNDER ROAD F AR � A � G errors or omissions found on these plans or in the DRAIN. MATCH EXI5TING1 RIP- RIFT PILLAR LOCATION TO AVOID O ♦ AND 51GN LIGHTING 1 field before work is started or resumed. DITCH BOTTOM \/ > ` ;A. W/STORM 5EWER. CONTACT 2' CONDUIT TO ♦♦Qn x 4' TYI G LAND5CAP ECT IF PILLAR ELECTRIC 50UR � MU 5T BE MOVED MO t . S PROPODED DITCH BOTTOM R ♦ ♦ ' 1 CONNECT CONDUIT A O G 4' EXISTING ELEC. ER � O' AND POWERS RCE ♦ • O A51 OO ♦ 1 a 2 SC H EDULE 40 PVC ' • .° CONDUIT FOR SITE LIGHTING ,.wY ,` ,. ♦� ♦ f' NOTE: ' • .,�. `� 1 r /... ..._. KEEP CONDUIT 3 _ _M. ... - C i MA50N SEEI DETAIL) TING TOP OF BANK �- r ♦ A O FROM TREE TRUNK > ADDITIONAL PLASTIC ° ♦ LG T5( 0 GUY WIRE Y TO PROTECT FROM FILL D LTION a ON TELE. LINE IF RE ♦ NOTE: $ 1 i ' ♦ KEEP CONDUIT 3' , 7� ♦ • ♦ SH FROM TREE TRUNK A ADE TREED IN PREVIOUD , 1 CONNECT TO EXISTING , 1 �� � A LANDSCAPE CONTRACT A POWER 50URCE AND - a H METER FOR 51TE LIGHTING t HAZEL DELL PKWY. s • A 3' H • i r / • PILLAR FACE TO BE PILLAR FACE TO BE 3 FEET FROM THE ED E 3 FEET FROM THE EDGE OF PAVEMENT. (TYP OF PAVEMENT. (TYP.) Revisions R j` 5W QUADRANT CONTRACTOR TO KEEP PILLAR FOUNDATION CLEAR OF STORM NW QUADRANT SCALE: 1'=10' SEWER. CONTACT LANDSCpP� ARCHITECT IF NECESSARY TO 5CALE: 1'=10' MOVE PILLAR MORE THAN 1 -0. ............... w.-......._ . ........................ ...... .... o ............. o o / ................ F MAINTENANCE OF TRAFFIC SHALL bE THE RE5PON5115LITY OF THE CONTRACTOR. aP J 87 T3 q + , 5PADE EDGE // (A SPADE EDGE I/ �V^I '�3�F;,•,;e�' d 301 CERTIFIED BY 5CALE: 1'=30' + + HE ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SSCHNEIDER THIS DRAWING AND THE IDEAS.DESIGNS AND CONCEPTS CORPORATION AND ARE N07 TO BE USED OR REPRODUCED IN WHOLE OR IN p m . + • + • SHADE TREE5 IN PREVIOUS } PART,WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. D / - - ......µ I LAND5CAPE CONTRACT ' } 1999, The Schneider Corporation The d PILLAR FACE ' 38 .....t CoT r(� �� TRE5 IN CONTRACT U5 .................... ......:::: BEYOND RAN5- ♦ + :. n FORMER�P05T C C LIGHTING AND BENCH SPECS: 3020 North Post Road Engineering Indianapolis, Indiana Surveying °°""'3"""' .................. LIGHT FIXTURE5(NIGHT5CAPING LIGHTING PRODUT5 BY LORAN INC OR APPROVED EQUAL) _ Architecture ............... ............. ............. 46226-6518 Landscape A TWO FIXTURES PER MASONRY COLUMN (SEE PLANS) THESE FIXTURES SHOULD BFI: 'CLAYLITEV' 317-898-8282 GIS•LIS "' "°-' - O (MODEL #DD-0902 CU) WITH GE LAMP #LO-3520 AR A�PROVfD EQUAL. THE5E CLAYLITERS NE QUADRANT I I SHOULD BE MOUNTED DOWN IN THE GROUND. IN ro X 6 X 12 DEEP PEA-GRAVEL BED(FOR 5E QUADRANT a. 317-899-8010 Fax Geology I I DRAINAGE). *TH15 15 A COPPER FIXTURE. 5CALE: 1'=10' _ 5CALE: t'=10' .9 500-55-AP I I B TWO FIXTURES ON THE 'SIGN' (SEE W QUAD. PLAN) z Meyer. Gibson k Assoc. Q Ei Formerly Schneider Engineering Corp. / Bohlen, y TNIGHT5CAPING' BRAND [IXTURE5 5HOVLD BE MAGNALITER (MODEL #GU-1255)WITH GE LAMP #LO-050. THESE TRAN5FORMER BY LORAN, INC. ,I MAGNALITER5 ARE,MOUNTED ON A 5PYONNET/5PEAR - TYPE 5TAND. *TH15 5HOULD BE OR APPROVED EQUAL z >4 5PECIFIED TO BE A WEATHERED-IRON BLACK DURABLE PLA5TIC CA51NG. © TWq TRAN5FORMER5(ONE EACH QUADRANT, NW 4 5W) A5 5HOWN ON PLANS, MOUNTED ON 4 CITY OF CA 4 X 4 TREATED TIMBER I m X 4 TIMBER5. BOTTOM OF TFAN5FORMER5 PHOULD BE 12' (MINIMUM) FROM GROUND. B CIQ CID B PAINT OFF-WHITE TO MATCH ;t TRANSFORMERS SHOULD BE NIGHTSCAPING BRAND,'6Y LORAN, INC. MODEL a T-500-55-AP• 116th & HAZELDELL PLAZA CA5T 5TONE. U5E T2 CONDUIT TO DELIVER WIRES FROM BOTTOM OF TRAN51'ORMER5 TO GROUND. CARMEL, IN /. W *TRANSFORMERS 5HOULD BE TYPE-H AND FU5ED WITH A FU5TAT ON THE 5ECONDARY 51DE FOR PLANTINC7 SCHEDULE 5AFETY. GROUNDED COPPER-150LATER SHOULD 5EPARATE THE 120-VOLT SIDE FROM THE 12- VOLT 51DE. THE TRAN5FORMER5 5HALL HAVE 5TAINLE55 5TEEL CA51NG5, AND 5HALL HAVE Stree LAYOUT AND GRADING LIFETIME WARRANT E5. KEY NUM6ER BOTAN/CAL COMMON PLANT/N6 REMARKS ILA EACH QUADRANT WILL NEED 100 FEET OF #12-2 AWM-100 5TRANDED LOW-VOLTAGE LIGHTING NA�1E NAME SIZE CABLE. �� T j U5E ONE(1) ACE CONNECTOR PER FIXTURE(FOR WIRE CONNECTION TO FIXTURE). a l8o TAXUS XMEOlA HICKS YEW 15� 2' o'o/C ect No v ENCH D 11 01 99 Pr3106 001 Draw JES Approv. O VICTOR E5: C-7, G'-0' pENCH, WITH BLACK CA5T IRON 5URFACE MOUNT FRAME. U5E NOTE: / / 5ECOND-51TE 5LAT5, 2 X 3 , COLOR: REDDI5H-BROWN. ALL PLANTING BED5 5HALL HAVE 3' 5HREDDED HARDWOOD BARK 0 OD. MULCH AND AN APPLICATION OF PRE-EMERGENT HERBICIDE. Computer Files Sheet No. A A 500 5HALL BE LAID IN ALL D15TURBED AREA5 IN 50UTHWE5T QUADRANT. IN NORTHWE5T J:\3K\3106\001\C101 TRANSFORMER P05T DETAIL QUADRANT 50D 5HALL BE LAID IN ALL AREAS INDICATED ON PLAN. (C IL®IL NOT TO 5CALE ,I 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 M M 2 2 ARCHITECTURAL ARCHITECTURAL CAST STONE CA5T 5TONE BRICK ROWLOCK COURSE E .......... R -> BRICK ROWLOCK COURSE SOLO BRICK .. .. ;...... 3..._... . "2 STANDARD MODULAR BRICK € STANDARD MODULAR BRICK :.. 3 -5/ _ »» ROWLOCK WATER TABLE ,.w:: 1� 6% ' 1' 6% ' 2% �'� " '� >•� �� ROWLOCK WATER TABLE �_ ARCHITECTURAL :;H ` :,•, ,:,,..,, CAST STONE ;:..:...>::.�... . ....:, :;.,: ARCHITECTURAL K t CA 5 T 5 TONE :';:x:, :':::•• V x%p DEEP RE VEAL 5 VXk, DEEP REVEAL5 CONC. BASE �a* CONC. BASE ,j•. :.._ .• ARCHITECTURAL I I I `.: _" •' CAST STONE I t CONC. FOOTING I I CONC. FOOTING i i. :..::• t, s" :fir. ;; ---J— t I I y , �' 1�-2% ' 1�-2% ' 74 2 f.`. t�` •: =:.r".i' < ,'j • e..' DOWEL PINS i_ -____-------� l �---- ------ ------1 -- .r•6 w ••t. = I I t a ^ THRU-WALL FLA5H/NG I I I t J I I 1 •^ BRICK ROWLOCK COURSE I s :. 's.•.. .. :r. 9'' II L— — ---------- ---------- j �',;;' i y-°•t. r,. rt. sr{. 11• : i• .11 \ 2 3 L— 1 � _J _ :� ;'vr; ..i,.. • ARCHITECTURAL : 1 CAST STONE • ARCHITECTURAL PRECAST ' CONCRETE W/EMOSED 00, CITY SEAL. SPECIFICATI ON N EL PINS : TO PROVIDED OWNER. 510E pELEVA TION MIN. OF 4) E 1 12r s 1 O' SCALD 112'= 1 Oil_FRON T PILLAR ELEVA TION T5 1DE LIP TO HAVE A SCA • 'Te RADlU5 ON THE IN5 1DE THRU-WALL FLASHING ' H i. 11•. t ;: I� •b BRICK ROWLOCK COURSE 47• • °' IT :. dC' F SIM ii: .11 57ANDARD MODULAR BRICK H +I " u 1r.. • W/ TIES 16'O.C. VERT. 3 .•rL .'• . . M N/ t• X11' e i ° ,11' I CORRSJGA TED WALL TIES V 16. O.C. VERT. 1 •rj STANDARD MODULAR BRICK .-IL .:, W/ TIES I&D Jr.'0.C. VERT. 10'CMU(GROUT SOLID) Revisions � 1 11• ' ° • Ii• 7 W/(6) Avro BARS VERT. TI ' = dl• N . II: JI- I .tT• rI ,•. M G D 0000 •s. .lI CORRSJGATED WALL TIES 2 3 II= 11 Q 16 0.C. VERT. d�• . •�� .i+ • I G °� rl ' . - a I FLASHING W/REGLET u: JI• J I It 12 CMU(GROUT SOLID) II .IT• W 1(4) 06 BARS VERT. •'rl'•'• •" •:u' � ROWLOCK WATER TABLE •Pi g r : • ° rl • WEEP HOLES 41) 16'O.C. jr., I I 1'I. MIN. (2)PER SIDE u. W. i11, V FLASHING W/REGLET „� •� •11 • , • I THRU-WALL FLA5HING . .I E 5/M. .A. ` . ` , .� �i t• 2 3 ROWLOCK WATER TABLE _ .•,. 2 I ARCHITECTURAL F j, i l •' •u WEEP HOLES 16 O.C. 'r;�;�s;':; 'w{ ;.0 ;..' 1 ,� 4•,�:;�- E ARCH/TECTURAL �j" MIN. (2)PER SIDE "'i''•%at `;i .. _ `�:=i`;a: 2 3 CAST STONE CA 5T STONE F •tv . gi / . •,l��., ° . ;v GROUT C .::.r ;, I THRU-WALL FLASHING 1/e jy,e: '• 'ii. . •:; ; 7�-. ORE FULL •ti �;;., GROUT CORE FULL :tl••:, a1 .=v.: '•'4 �ay':~ :R•y •rM I,• .i".• .��` . ••.:+,'1 - v �ti 2 C 3 1y ^:�.•r:;y"�: +:�r`;1'.•,'<:�t:�.>-.!.r`•,.•• •x•%r t,':. t 1r1M I 1 4 l 1 I•l•'•_••4__s•7•..)•A I 9•1I 1II J J 1+1'. •.;:':r aJL=a:-..,=:""r•.'s.�.:�:.•,•..,:.,M��:-":;.�,,:«f�:r.. i i 1`V =ar o 1 2-O •",t:,1,•;;•;.:sr:.::„��:•i c._;a;'.,.':�•,t.!:•..,s•.t;.�,.,w. �4 If n 7 l:1'i_ •.'••�'•• � �!�•°':•_ •J I�I 111 1 1'.•• :ti:r'.v��r,.s H 5.rt-;;•.;�a«.•"•r•�z••::••.•,� i . ARCH17ECTURAL(V ° CA 5TONE ARCHITECTURAL ... B RIC K R O W OC K COURSE ... .............»......i. ...............A... ............. ..¢. .....«. BRICK ROKOCK COURSE STONE 8xA 1' /2 DEP REVEAL ARCHITECTURAL PRECAST x%DEEP REVEAL 3 50L ID BRICK CONCR WEMBO�Q ED fsrer FH /�I y•�l j�' A V.1�s t �:: q I1 . = CITY SEAL. SPECIFICATION�DO W EL PIN DOWEL P/N TO bE PROV/DED BY 0WNER. ........... E 5T NDQRD MODULAR BRICK STANDARD MODULAR BRICK NO e. ::........... . 001 CHAMFER PL AOU E SPEC/FICA TIO N5 TO rJ CHAMFER BE PROVIDED BY OWNER) � STATE OF 41 �f r a®d. _. J ti: •r m ._•^ .A CONC. BASE '`- t►'::`. .ui.:, ;.. ;ice Y�: CONC. BASE . r "< ', NDIAN„• ' m� ° 11 ' Anr A - n u I I _ — - — — q o ii ° 11 ° — — - �� Z II II —I a 11 ii a° _ t CONC. FOOTING —1 ° 1M d 1111. . . «._. I I—I a 11 11' _ `CONC. FOOTING ROWLOCK WATER TABLE iI a qt i i I 11 I I 4 I_ w JJ »» ROWLOCK WA TER TABLE CERTIFIED BY C It II ° O :: . v 1 I � � III � ....on .II I14' , I I—Ili 1_ 1 1 �—III .. ... . . ... .... .......... ` O N I I i i i I I Jd A I I II- --IIIIIIIII: ' I PLAQUE(SPEC IF ICA TlO NS TO THIS DRAWING AND THE IDE AS DESIGNS AND CO NCEPTS CONTAINED D ARCHITECTURAL BE PROVIDED BY OWN E R) HEREIN ARE EXCLUSIVE PROPERTY A CORPORATION AND ARE NO TO BE USED OR IN WHOLE CAST 5 TONE N a ARCHI TECTURAL PART,WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. D_ I i I a a a CAST STONE ° a 1999, The Schneider Corporation a DEEPEVALS a ii ° DEEP REVEAL5 a Io a CONC, BASE ,e a II.1 t M II a ° N CONC, BASE a d q 4. ______ ___ — n=== ' _ --- - --- CONC FOOTING'� ° a n----- I CONC, FOOT/NG° S&neider ° �_a A a •q a ---1-- a ----1----------- -------- Coioration I 1 I I C 1 1 J I i 3020 North Post Road Engineering 1 Indianapolis, Indiana Surveying 4�-6l' ' J I i 48228-8518 Landscape Architecture L---------------- -----------------J 317-898-8282 GIs Y US 317-899-8010 Fax Geology Formerly Schneider Engineering Corp. / Bohlen. Meyer. Gibson do Assoc. SIDE SIGN ELEVA TION- F"�ONT SIGN ELEV,� TION SEC IO/y 2 / CITY OF CARMEL SEC /ON � SCALE l/� _ l-0 SCALE l/�'= ILO' B SCALE I'= ILO' 2 SCALE 1'= ILO' 2 116th & HAZELDELL PLAZA. CARME4 INDIANA PILLAR & SIGN SECTIONS AND ELEVATIONS Date Project No. Drawn Approv. A I 16t Street 11/1/99 3106.001 JES Computer Files Sheet No. A LANDSCAPE J:\3K\3106\001\C102 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 3 4 5 6 � g 9 10 11 12 13 14 15 1 2 . M L 5TANDARD MODULAR BRICK TIES c� 16 0.C. VERT. ««�« «...... .» » ROWLOCK WATER T48LE CORRUGATED WALL TIES JT« CUT A5 REOUIRED 0 16�O.C. VERT. AT EACH CORNER a, « » K 5TANDARD MODULAR 8RICK £ I I J W/ TIES 0 16'O.C. VERT. AR CA5T CON CRETE PRECAST R ~ s;= `;• :a: . . :•?,,�{•�;••. .,a•-t� ,.�«>««««,«,.�.....»",««..»,,««,,,>_««. "."««„««•»”, £ >«„ (BELOW) ROH2OCK WATER TABLE «,. ;l = *7-1:':' ,: '. ;:� ARCHITECTURAL ., CUT A5 REOU/RED - --- - ----- - - ' -- •r a. ;s• 'u. • I # AT EACH CORNER s'�: ?.� .r;• 'Y'• CAST STONE � ° �4 ° -�1 i�`1' a CORRU6A TED ro10.C. VERT•LL TIES ARCH1 TEC TURAL �Zx `�: `:,, ... . :,;'.. i•,,:: ;L. a:. PRECAST CONCRETE «,,., «.. ROWLOCK W TER TAbLE LO, ROWLOCK WATER TABLE - 33 , 1D CMU(GROUT 5OL10) .� - 12'CMU(GROUT SOLIDI n' ' I 3 a -4.5/ THRU-WALL FLASHING �� I 1g 3 , �° - I « ° ' I' ° v ° a i TIES tg RD MODULAR BRICK _ I- I I - 5TANDARD MODULAR BRICK W I v ° =o ° - l6'O.C, VERT. ° °• — BRICK ROWLOCK COURSE TIES c4 16 o.C. VERT. ' '% •,. — MORTAR (6) Avro 8AR5 VERT• k2 REVEAL ON(2) SIDES (4) a0'6 8AR5 VERT. § I .0'4 TIES (9 16 O.C. ': • '• OF 516N ONL Y a0'4 TIES dP 16'O.C, +• I »» STANDARD MODULAR BRICK W/ TIES @ 16 O.C. VERT. � � . ' CMU WATER • ,. a i• « ROWLOCK WATER TABLE ROWLOCK i -• CUT A5 REOUIRED A T EACH CORNER • AT EACH CORNER 7�,. 2l-8%' 75/` 751. g�. 75/' Revisions 3`-115/' G G OETA IL e DE I L OETA I rD"N SC ALE 1112'= 1 L O' L�LP3 SCALE 3'= 1!Os LP LP3 SCALE- 1112'= 1�O� LP JLP3 . , � .6:,,,.»,.,.>.,...«....,«.w.�»++++•..vwv«.w+«.«m»r«.».w.»»"....,«.»,,..:m�>«mv,«.v,..n»»"..".. + ^�«+«w«.«.»».»vwvw»vn»,w,,,.v.,w«,:«.»,+.«,«:.w.w.,m.»"«,>»,n".w+nw.«:,«."n".ww„»„w,,,».,,,,w.",.v.,,w.=..v.,:.w..»,..,v>.» `°` ' ♦ :L .a. i �' •t ,i•.i• .7a ii ' .ja.� �•1 t•' :t °'S... 'L C •�. :r,t• :. ,� �• :Y' a.. .T,'.'w.•a.• '•♦ :�v•_ +t` .tJ 'i••- ' :t, •• : f '.: "::' Y...�.`w.: a >,<� :L r ,f;"L 1 '.: '•.. '.j.L.. s, 7 'x%'DEEP REVEAL ' i; a.��'.t •.•• ^_ ,• L.. a•' - L ' .i CaON. BASE . � .a•. :1•r=,t.♦ .� 'i':. .` • •..L .>,,,.,tar :•� :t `L.t.• .? `•: •. CMU ;�. ;: .,,, ;�.k. .,. :: • . . ,; .;^ ..• .;, . F •!' q t,f_ :y' •, a:: a.,nt►':♦ 'i t.iL{ ,.:+ • :il, h.t=•' M• , • .rte i ••.,°w.•,s+: ,;R'; a .L• .yt Ja 4:.•M•RAJ.,,:.•:• !�. t '=i•'L • �► _ »:.: »»«. •. �.' v.i 3 j. :.Y, :*,. .r: _ (6) Ao 8AR5 VERT. e .. 5TANDARD MODULAR BRICK •�` « ,,m , «.,..".. . ,«.: »,« �:, « , ,.«,,, ,«., ., « • •,� •:�,..i,. .,,. +:.t!;•,:•�• .. a». t.: a ::'{ .'. :r:. J' ',, : ,': ..�, a0'4 TIES c� 16 O.C. W/ TIES C4 16'O.C. VERT. : :�.. -- - - --- - .• . ! I '•t. •4•r� '`.r.•"i •�;r 1"+ ��•y•• 3.' .) `i :'T � — �— -- — ---• d • �1 K.- i.•• •'• ` ©���®@�§981�B9f,0�y���d • f• %'REVEAL ON(2) 5/0E5 Y., ,s •�_'� :♦_ '�: :�' j a . '�� ARCHITECTURAL 2 _ iL 3/ x% DEEP REVEAL (.40 ° F • OF S/GN ONLY ,- A E ..• �. �' I v I . w�+ CAST STONE �a :♦� •. _,�; .,~�:,' .�' �ON� 5 a ,•.va I v '•�• •'t'• .; Ly: °��. ! SEALANT "`' , ` ', .� .�: ,:�•� : ': [1 ,,gg o. •i ,� , , �. �::r"ta,.:•5.���i: r• :�•.. rv.i'�.r.�r• _' • ;,' .+'.a ° 1� •� ' ur, •8 �_::: �_ �,z t .:� �' :o +$ ;• ` " (4J A'6 8AR5 V�RT. .,.:,'•- _,. .. y 4 ".a:'.:'' °y ®_ p a „� t=;:....� ' s��r;: �"'•is i• `ir:•' 14 TIES crP 16 O.C. � � GROUT CORE FULL t ys'���� 9 o E - <, S7Fi7E OF • •' i THRU-WALL FLASHING W/REGLET .•::'" `� _ '` ' 4'. ~•_' GROUT CORE FULL ' �i 'i' '` 10 CMU(GROUT SOLID) `�' °• '°.,/ t �� E ROWLOCK WATER TABLE _ 'i ( S ° t I v I L•°° ,� ARCHITECTURAL :: .._� .. ;'a:�c ° . I V ° d , Id ..f.. •,, •.i' � ;+,vy1q �' adi .. •'' WEEP HOLES @ 16 0.C. CAST STONE _ • MIN. (2J PER SIDE ':• I ^ I M 5 '3' i 311K t : ° •:t• I I ,:'• ` :•: _`�� :. '�a: �1s'CHAMFER ON BASE j a •'.. ° STAINLESS STEEL TIE :: :;.�.. a�-- ---- - - -- -- - - --,b-L- �� f CHAMFER ON 84 SE ♦•• �° v d v d _ ' CERTIFIED BY IF ;• '' .. •r _ ,-iL �,,• ,, ,t t... .wt. -fY ;, .. •v:;. •:.,� •:� .•.f. .r:t+=y�, .••�`•:•t:?yi„,;a.. .� I ED t;•. i' r. - , t' i+:. �� ,. . u:. .s•” :if» J• y' ...L::+ a. PTSCONTAN _♦: ^t ao t L L•: ::- e'► \ s .�: { j ::.• THIS DRAWING AND THE IDEAS,DESIGNS AND CONCE i.• _ •: a OL/D) ".e.•.•. . , i , a. a �:: �. :c't OF THE$CHNEIDER r •. '�` �•'R:• i1; i�• 12 CMU!GROUT S � •• _ HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY .f• :, w. .i. '#• i L ! CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN l •.•= P REVEAL L �' X ATION. .r Z• •o:• ♦..s� •,• :t •a' 8 2 TH SCHNEIDER CORPOR 'ice .. •x' �'. .t.. .v• '.. :3• ._.• PART WITHOUT THE WRITTEN CONSENT OF E r •a• i 'i (a♦ -M•• ••L• A R VEAL ;.�: •I '7• '.r a• t •i: 't t �.• v. •Y�•a ;• _ r:.: ' .: �'___•' ratio ' �<` •': 1999 The Schneider ��{�a/ '.l - 't. -•�• . •J.j• wi =f Z •' t• ARCH17ECTURA-L �. Selmeider CAST STONE a 10'x' �'' 2!,75J lope � 1%s GROUT CORE FULL 1O% � 75/s Corporation 4-4/ C 3020 North Post Road Engineering C 46226-6516' Indiana Landse Landscape Architecture OETAI K`­4� 31 7-898-8282 GIS Y US D E � I L P2 LP3 317-899-8010 Fax Geology EA I L K`E� SCALE 1 1/2,= 1-O. SCALE 3'— 1 O' P LP3 SCALE 1 1/2�= 1 O� LP LP3 Formerly Schneider Engineering Corp. / Bohlen. Meyer. Gibson k Assoc. CITY OF CARMEL B 116th & HAZELDELL PLAZA CARMEL, IN B PILLAR & SIGN Street DETAILS- I 6th Date Project No. Drawn Approv. 11/01/99 3106.001 JES LANDSCAPE Computer Files Sheet No. A J:\3K\3106\001\CI03 (C IL®3 A 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 EARTHWORK STORM SEWER SYSTEMS SECTION 04810 - UNIT MASONRY ASSEMBLIES M 1. SCOPE OF WORK 1.1 GENERAL M 1. SCOPE OF WORK U. Field Quality Control: Owner will engage a The work under this section includes all storm sewers, A. Allowances: Furnish face brick that can be H. Bent Wire Ties: Rectangular units with closed qualified independent testing agency to perform including excavating and backfilling necessary provided for an allowance of $325.00/1000 units. ends and not less than 4 inches (100 mm) field quality-control testing indicated below. A. Extent: The work required under this section filling, rough eroding to complete the work shown on the drawings. wide, made from 3/16-inch- (4.8-mm-) diameter, F. Bond Pattern for Exposed Masonry: Lay Payment for these services will be made by consists of all excavating, and related items necessary to complete the work B. Submittals: In addition to Product Data, submit galvanized steel wire. exposed masonry it bond pattern indicated; Owner. indicated on the drawings and described in t the 2. MATERIALS the following: do not use units with less than nominal 4-inch notify it 1 I. Embedded Flashing Materials: As follows: (100-mm) horizontal face dimensions at 1. Testing Frequency: Tests and Evaluations specifications. The Contractor shall writing the owners and the Engineer n any changes, A. Storm Sewers . Samples showing the full range of colors and corners or jambs. listed in these subparagraphs will be textures available for exposed masonry 1. Metal Flashing: Fabricate from the following performed during construction for each 5000 errors, or omissions found on the plops or in 1, Reinforced concrete sewer pipe shall conform units. metal complying with requirements G. Built-in Work: As construction progresses, sq. ft. (465 sq. m) of wall area or portion the field, before work is started or resumed. to ASTM C-76 lotest revision, with joints specified in Division 7 Section Sheet Metal Flashing build in items specified under this and other Sections of the Specifications. Fill in solidly thereof. 2. Material Test Reports: From a qualified testing and Trim" and below: n conforming to ASTM C-443 latest revision when with masonry around built-in items. 1. In general, the items of work to be storm pipe is continuously submerged in water. agency, for each type of masonry unit 2. Mortar properties will be tested per ASTM C performed under this section shall include: required; mortar complying with property a. Stainless Steel: 0.0156 inch (0.4 mm) thick. 780 L clearing and grubbing, 3. APPLICATION requirements, and grout complying with H. Fill cores in hollow concrete masonry units with grout 24 inches (600 mm) under bearing 3. Grout will be sampled and tested for fill compaction and rough gradingg of entire A. Permits and Codes - The intent of this section of lutes, beams, lintels, posts, and similar items, site, excavation, grading and backfilling indicated above. Extend at least 3 inches P compressive strength per ASTM C 1019 the specifications is that the contractor's bid on 3. Material Certificates: For each type of masonry (75 mm) into wall and 1/2 inch (13 mm) out from unless otherwise indicated. for utility lines. unit required. 4. Brick Tests: For each type and grade of brick the work covered herein shall be based upon the q wall, with a hemmed outer edge bent La drawings and specifications but that the work down 30 degrees. I. Y hollow masonry units as follows: indicated, units will be tested according 2. Excavated material that is suitable may be shall comply with all applicable codes and C. Sample Panels: Build sample panels, to verify to ASTM C 67. 3. Fabricate metal flashing terminations from used for fills. All unsuitable material and regulations as amended by any waivers. selections made under sample Submittals and 1. With full mortar coverage on horizontal and vertical face shells. all surplus excavated material not required to demonstrate aesthetic effects, for each type of sheet metal indicated above. Extend at 5. Concrete Masonry Unit Tests: For each type shall be removed from the site. The B. Local Standards - the term "Local Standards" as exposed unit masonry assembly in sizes least 3 inches (75 mm) into wall and out to will concrete masonry unit indicated, units location of dump and length of haul shall be used herein means the standards of design and approximately 48 inches (1200 mm) long by 24 exterior face of wall. At exterior face of f Bed webs in mortars starting course on will be tested according to ASTM C 140. the Contractor's responsibility. construction of the respective municipal inches (1200 mm) wide by full thickness. footings and in all courses of piers, columns, department or utility company. wall, bend metal bock on itself for 3/4 inch (19 and pilasters, and where adjacent to cells or V. 3. Provide and place any additional fill mm and then down into joint 3 8 inch P u in icat e, with Type S masonry walls, where 10 / cavities to be filled with grout. indicated with T e S or Type N mortar applied K D. Cold-Weather Requirements: Do not build on YP YP PP material from off the site as may be C. Existing Improvements - Maintain in operating frozen substrates. Remove and replace unit (10 mm) to form a stop for retaining sealant in 2 uniform coats to a total thickness of 3/4 inch K necessary to produce the grades required. condition all active utilities, sewers and other masonry damaged by frost or by freezing conditions. backer rod. 3. For starting course on footings where cells (19 mm) with a steel-trowel finish. Form a Fill obtained from off site shall be of kind are not grouted, spread out full mortar bed, wash at to of ar in and a cove at bottom. drains encountered in the sewer installation. Comply with cold-weather construction P P 9 9 and quality as specified for fills herein Repair to the satisfaction of the owner any damage requirements contained in Section 2104.3 of the J. Miscellaneous Masonry Accessories: As follows: including areas under cells. Damp-cure parging for at least 24 hours. and the source approved by the Owner, to existing active improvements. Uniform Building Code. 1. Round Plastic Weep/Vent Tubing: J. Lay solid brick-size masonry units with 4. The Contractor shall accept the site as he D. Workmanship - To conform to all local, state and E. Hot-Weother Requirements: When ambient Medium-density f OD completely filled bed and head joints; butter y P eth lene, 3/8-inch -mm y y ( ) ends W. Cleaning: Clean unit masonry as follows: finds it and shall remove all trash, rubbish notional codes and to be approved by all local and temperature exceeds 100 deg F (38 deg C), or 90 by 4 inches (100 mm) long, with sufficient mortar to fill head joints and and debris from the site prior to starting state agencies having jurisdiction. excavation. deg F (32 deg C) with a wind velocity greater than 8 shove into place. Do not deeply furrow bed 1. By dry brushing to remove mortar ms on E. Trenching - Lay all pipe in open trenches, except mph (13 km/h), do not spread mortar 2. Wicking Material: Cotton or polyester rope, 1/4 smears before tooling joints, as work joints or slush head joints. when the local authority gives written permission beds more than 48 inches (1200 mm) ahead of to 3/8 inch (6 to 10 mm) in diameter, progresses. tunneling. Open the trench sufficient ahead masonry. Set masonry units within one minute in length required to produce 2-inch (50-mm) 1. At cavity walls, bevel beds away from cavity, 2. After mortar is thoroughly set and cured, 2. BENCH MARKS for t piunneling to reveal any obstructions. The of spreading mortar. exposure on exterior and 18 inches (450 to minimize mortar protrusions into clean exposed masonry as follows: of mm) Maintain carefully all bench marks, monuments and other width of the trench shall be the inside pipe in cavity between wythes. cavity. reference points; if disturbed or destroyed, contractor diameter plus 24 inches for 6 inches above the shall contact engineer. pipe. Sheet and brace trench as necessary to K. Masonry Cleaners: As follows: K. Lay structural-clay the as follows: o. Test cleaning methods on sample wall panel; protect workmen and adjacent structures. All 1.2 PRODUCTS leave one-half of panel uncleared trenching to comply with Occupational Safety and 1. Job-Mixed Detergent Solution: Solution of 1. Loy vertical-cell units with full head joints, for comparison purposes. 3. PROTECTION OF TREES Health Administration Standards. Keep trenches 1/2-cup (0.14-L) dry measure tetrasodium unless otherwise indicated. Provide bed A. Color and Texture: As selected b Architect joints with full mortar coverage face shells b. Protect adjacent surfaces from contact with free from water while construction is in progress. Y polyphosphate and 1/2-cup (0.14-L) dry measure 1 9 cleaner. A. General Protection: The Contractor shall be Under no circumstances lay pipe or appurtenances from samples provided by manufacturer to match laundry detergent dissolved in 1 gol, and webs. responsible for the protection of tops, trunks in standing water. Conduct the discharge from plaza paving. (4 L) of water. units with full bed c. Wet wall surfaces with water before applying and roots of existing trees on the project site trench dewotering to drains or natural drainage 2. Lay horizontal-cell joints, B. Concrete Masonry Units: ASTM C 90 and as unless otherwise indicated. Form head cleaners; remove cleaners that ore to remain. Existing trees subject to channels. construction damage shall be boxed, fenced or follows: 2. Proprietary Acidic Cleaner: Manufacturer's joints with sufficient mortar so excess will be promptly by rinsing the surfaces thoroughly standard-strength cleaner designed for squeezed out as units are placed in with clear water. otherwise protected before any work is started; F. Special Supports - Whenever in the opinion of the removing mortar rout stains. efflorescence, and do not stockpile within branch spread. Remove 1. Unit Compressive Strength: Provide units with 9 /9 position. P Engineer the soil at or below the pipe grade is P 9 other new construction stains from d. Clean brick by the bucket-and-brush interfering branches without Injury to trunks and unsuitable for supporting sewers and appurtenances minimum average net-area compressive new masonry ithout discoloring or damaging hand-cleaning method described in BIA H cover scars with tree paint. specified in this section, such special support, strength of 1900 psi (13.1 MPa) Y t g g in Where epoxy-mortar pointed joints are masonry surfaces. Use product indicated rake out setting mortar to o uniform Technical Notes No. 20, using job-mixed H in addition to those shown or specified, shall be detergent solution. 4. HANDLING OF TOPSOIL expressly approved for intended use by cleaner depth of 1 4 inch 6 mm and point with epoxy e provided as the Engineer may direct, and the 2. Weight Classification: Normal weight. P / ) P P Y manufacturer and manufacturer of mortar. A. Remove oil organic material from the areas to be 3. Provide Type II, nonmoisture-controlled units. masonry units being cleaned. e. Clean masonry with a proprietary acidic contract will be adjusted. occupied by fill, structures, and walks. Pile and G. Backfilling - for a depth of at least 6 inches cleaner applied according to L. Mortar and Grout Mixes: Do not use admixtures, L. Tool exposed joints slightly concave when store topsoil at a location approved by owner and above the top of the pipe, backfill with earth or 4. Provide special shapes for lintels, corners, thumbprint hard, using a jointer larger than the manufacturer's written instructions. unless otherwise indicated. Do not use where it will not interfere with construction granular material free from large stones, rock jambs, sash, control joints, headers, bonding, joint thickness, unless otherwise indicated. operations. Topsoil shall be reasonably free fragments, roots or sod. Tamp this bockfill and other special conditions. calcium chloride in mortar or grout, i Clean concrete masonry by cleaning method Revisions from subsoil, debris, weeds, gross, stones, etc. thoroughly, taking care not to disturb the pipe. of Keep cavities clean of mortar droppings and indicated in type of air 1. Mortar for Unit Masonry: Comply with ASTM C applicable to type of stain on exposed surfaces. For the remaining trench depth, backfill with C. Brick, General: Provide shapes indicated and as other materials during construction. B. After completion of site grading and subsurface 270, Proportion Specification, P 9 9 earth or granular material containing stones or follows: 1. Use wood strips temporarily placed in cavity X. Masonry Waste Disposal: Dispose of clean utility installation, top soil shall be replaced rocks not larger than 4 inches. Backfill under in areas designated to be sodded. An remaining topsoil 2. Mortar for Unit Masonry: Comply with ASTM C masonry waste, including broken masonry units, g Y 9 P and within 5' of walks, parking areas, driveways 1. Provide units without cores or frogs and with to collect mortar droppings. As work waste mortar, and excess or soil-contaminated shall be used for finished grading around 270, Property Specification, remove strips,s clean off mortar 9 9 and street shall be granular material only - exposed surfaces finished for ends of sills progresses, P ' sand, by crushing and mixing with fill material structures and landscaping areas, thoroughly compacted by approved methods, and caps and for similar applications that would droppings, and replace in cavity. otherwise expose unfinished brick o. Extended-Life Mortar for Unit Masonry: Mortar as fill is placed. H. Utilities - It shall be the responsibility of each surfaces. complying with ASTM C 1142 re Provide continuous masonry joint contractor to verify all existing utilities and may be used instead of mortar specified above, at 1, Remove excess, clean masonry waste that Contractors option. reinforcement as indicated. Install with o cannot be used as fill, as described above, 5. DISPOSITION OF UTILITIES: conditions pertaining to his phase of the work. 2. Provide special shapes for applications requiring P minimum cover p g p P P PP q 9 and other masonry waste, and legally dispose It shall also be the contractors responsibility to brick of size, form, color, and texture of 5/8-inch (16 mm) on exterior side of walls. A. Rules and regulations governing the respective b. r Limit c cement,mo materials i , mortar to of off Owner's property. g g g P contact the owners of the various utilities before on exposed surfaces that cannot be produced by 1/2 inch (13 mm) elsewhere. Lap utilities shall be observed in executing ll work work is started. The contractor shall notify in sawing. ortland cement, mortar cement, and under this section, g writing the owners or the engineer of any changes, 9 lime. reinforcement a minimum of 6 inches (150 mm). errors or omissions found on these plans or in the D. Face Brick: ASTM C 216 or SW, Type FBS, and c. For masonry below grade, in contact with earth, B. If active utilities are encountered but not shown field before work is started or resumed. as follows: on the drawings, the Engineer shall be advised and where indicated, use Type S. 1. Provide continuity at corners and wall before work is continued. 4. BASIS OF PAYMENT 1. Unit Compressive Strength: Provide units with intersections by using prefabricated "L" and "T" minimum average net-area d. For exterior, above-grade, load-bearing and sections. F C. Inactive and abandoned utilities encountered in Storm sewer relocation shall be aid for on a lump sum basis. Pa Payment compressive strength of 3000 psi (20.7 MPa) non-load-bearing walls and parapet PAY ITQ�I LBT � excavating and grading operations shall be P P Y walls; for interior load-bearing walls; for interior 0. Anchor masonry to structural members ITEM NO. QUANTITY DESCRIPTION UNIT UNIT TOTAL reported to the Engineer. They shall be removed, shall include complete installation of storm sewer including pipe, bedding, non-load-bearing partitions; where masonry abuts or faces structural PRICE PRICE plugged or capped as directed by the Utility backfill, end section relocation, and riprop. 2. Initial Rote of Absorption: Less than 20 g/30 sq. and for other applications where another type is members to 1 9 MASONRY PILLAR EA. in. (20 g/194 sq. cm) per minute when not indicated, use Type S. comply with the following: tested per ASTM C 67, 2 1 MASONRY SIGN EA. Company or the Engineer, D. It shall be the responsibility of each contractor 3. Grout for Unit Masonry: Comply with ASTM C 1. Provide an open space not less than 1 inch 3 8 BENCHES EA. to verify all he responsibility utilities and conditions 3. Efflorescence: Provide brick that has been 476. (25 mm) in width between masonry and pertaining l his phase of the work. It shall tested according to ASTM C 67 and is rated 4 1 EXTERIOR LIGHTING LUMP ASPHALT REPAIR structural member, unless otherwise indicated. 5 1 6" CONDUIT BORE LUMP SUM also be the contractors responsibility to contact "not effloresced." a. Use grout of type (fine or coarse) that will the owners of the various utilities before work comply with UBC Table 21-C for 2. Anchor masonry to structural members with 6 1 PIPE EXTENSION/END SECTION LUMP SUM .;� CA c: < is started. 4, Surface Coloring: Brick with surface coloring, dimensions of grout spaces and pour height. flexible anchors embedded in masonry RELOCATE, INCLUDING RIP-RAP other than flashed or sand-finished joints and attached to structure. 1. SCOPE OF WORK brick, shall withstand 50 cycles of freezing and EARTHWORK/FILL: INCLUDE Y 9 b. Provide grout with a slump of 8 to 11 inches 7 1 LUMP SUM r .�° 6. SITE GRADING: thawing per ASTM C 67 with no (200 to 280 mm) as measured P. Install embedded flashing and weep holes in TRANSPLANTING PINES <' s E E The work required under this section includes repairs for observable difference in the applied finish when " s ` q p PP according to ASTM C 143, masonry at shelf angles, lintels, ledges, other g AS REQUIRED SOD LUMP SUMa A. Grades: Contractor shall perform all cutting, bituminous paving and related items viewed from 10 feet (3 m). obstructions to downward flow of water in wall, ST'11'fr OF I P g, filling, compacting of fills and rough grading necessary to complete the work indicated on drawings. M. Source Quality Control: Owner will engage a and where indicated. 15" YEWS (INCLUDING MULCH EA 5. Size: Manufactured to the following actual ualified inde endent testin a enc to erform 9 180 FERTILIZER, SOIL AMENDMENTS required to bring entire project area to grade as q P 9 9 Y P shown on the drawings. A. All streets and walks damaged as a part of this work. dimensions: source quolity-control testing indicated below. 1. Extend flashing 4 inches (100 mm) at ends �B4 Payment for these services will be made by and turn flashing up not less than 2 inches 6' B. Rough Grading: the tolerance for paved areas 2. MATERIALS a. Modular: 3-1/2 to 3-5/8 inches (89 to 92 mm) Owner. (50 mm) to form a pan. shall not exceed 0.10 feet plus or minus above wide by 2-1/4 inches (57 mm) the established subgrade. All other areas shall D. Bituminous Pavement Materials - All materials high by 7-1/2 to 7-5/8 inches (190 to 194 mm) 1. Brick Tests: For each type and grade of brick 2. Install metal drip edges beneath flashing at CERTIFIED BY not exceed 0.10 feet plus or minus the proposed for the construction of bituminous long. indicated, units will be tested according exterior face of wall. Stop flashing a REQUIRED COMPACTION TABLE established grade. All banks and other breaks in pavements shall comply with the Indiana Department to ASTM C 67. rode shall be rounded at top and bottom. inch (13 mm) back from outside face of wall %STANDARD PROCTOR DENSITY (ASTM D 2321) THIS DRAWING AND THE IDEAS,DESIGNS AND CONCEPTS CONTAINED g t of Transportation specifications, per 1995 Edition. E. Mortar and Grout Materials: As follows: and adhere flashing to top of metal drip HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER C. Compaction Requirements: 2. Concrete Masonry Unit Tests: For each type of edge. BACKFILL MATERIAL - SEE NOTE 3. APPLICATION 1. Portland Cement: ASTM C 150, Type I or 11, concrete masonry unit indicated, units CORPORATION AND ARE NOT TO N USED OR REPRODUCED IN WHOLE 11 N. D D except Type I I I may be used for cold- will be tested according to ASTM C 140. TRENCH AREA CLASS I CLASS I I CLASS III CLASS IV PART,WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 1. All areas under structural foundations shall be compacted P yp y 3. Install metal flashing termination beneath BEDDING FLAT SHOVEL 85% 90% UNDISTURBED BOTTOM weather construction. flashing at exterior face of wall. Stop to 98%of modified proctor density. A. Grading - Do any necessary grading in addition to HAUNCH 85% 90% NO 1999, The Schneider Corporation that performed in accordance with Earthwork 2, H Li ASTM C 207 Type 1.3 EXECUTION flashing 1/2 inch (13 mm) back from outside Hydrated INITIAL BACKFILL NO COMPACTION 85% 90% NO 2. All areas under pavements shall be compacted Section, to bring subgrades, after final Y YP S. face A. Cut masonry units with motor-driven sows. metal l flashing termination. NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING, wall and adhere flashing to top of to 95%of modified proctor density. compaction, to the required grades and sections 3. Mortar Cement: ASTM C 1329. Allow units cut with water-cooled saws to dry IT MUST ALSO BE USED FOR HAUNCHING. for site improvement. 1/2 � 111 e 3. All other fill areas shall be compacted to 4. Masonry Cement: ASTM C 91, before placing, unless wetting of units is Q. Install weep holes in the head joints in TRENCH 95%of standard proctor density. B. Preparation of Subgrade - Remove spongy and specified. Install cut units with cut surfaces exterior wythes of the first course of masonry DEPTH MIN, otherwise unsuitable material and replace with g, Aggregate for Mortar ASTM C 144; except for and, where possible, cut edges concealed. immediately above embedded flashing. . • ° &1meider 7. Earth Work Balance stable material. No traffic will be allowed on joints less than 1/4 inch (6,5 mm) B. Select and arrange units for exposed unit 1. Use round plastic tubing and wicking material GRANULAR MATERIAL TO • prepared subgrade prior to paving, thick, use aggregate raded with 100 percent ►i, d ► BE USED UNDER ALL AI, ` ►I'•`li• CoTomfton The Contractor shall confirm all earthwork quantities 9 P masonry to produce a uniform blend of colors to form weep holes. i0� '�'� Cs prior to start of construction. C. Compaction of Subgrade - The first 6 inches below passing the No. 16 (1.18-mm) sieve. and textures. .°..• ...•%� ,lj/ 1' PAVED AREAS) 1' \�\/�/ //i� C the subgrade shall be compacted to of least 100% 2. Space weep holes 16 inches (400 mm) o.c. ,\� /\ NOTE C the the maximum dry density t determined by the 6. Aggregate for Grout: ASTM C 404. C. Wetting of Brick: Wet brick before laying if = / \\/ 3020 North Post Road Engineering B. Basis of Payment provisions of AASHO density Water shall determined - the initial rate of absorption exceeds 30 g/30 sq. 3. Trim wicking material used in weep holes F- .�//\\// 4' 4' ` BACKFILL MATERIAL Y 7. Cold Weather Admixture: Nonchloride, flush with outside face of wall after mortar SOIL \/\\ CLASS I II III & IV Indianapolis, Indiana Surveying prevented from standing on the compacted subgrade. in, (30 g/194 sq. cm) per minute when tested w .\ Earthwork shall be paid for on a lump sum basis. Payment noncorrosive, accelerating admixture per ASTM C 67. Allow units to absorb water so has set. PLACEMENT 0 // 46226-6518 Landscape Architecture shall include placement, commpaction, rough and finish grading of D. Compacted Aggregate Subbase - the thickness shall match complying with ASTM C 494, Type C, and they are damp but not wet at the time of = \\ OF THE U.S.C.S, SOIL 317-898-8282 GIS • LIS recommended by the manufacturer for use laying. R. Temporary Formwork and Shores: Construct 0 CLASSIFICATION all required fill and topsoil. the existing pavement section. Compaction shall be in masonry mortar of composition indicated. y g' formwork and shores to support reinforced Z Ld SYSTEM, 317-899-8010 Fax Geology accomplished by rolling with a smooth wheeled roller masonry elements during construction. BEDDING weighing 8 to 10 tons. Compact to 95%using Standard Testing D. Comply with tolerances in ACI 530.1/ASCE proceedures. Along curbs and oil areas not accessible 8. Water: Potable. to the roller, the aggregate material shall be tamped with 6/TMS 602 and the following: 1. Do not remove forms and shores until F. Steel Reinforcing Bars: ASTM A 615/A 615M; reinforced masonry members have hardened _________ INITIAL BACKFILL AREA mechanical tampers or approved hand tampers. 9 1. For conspicuous vertical lines, such as sufficiently to carry their own weight and other Formerly Schneider Engineering Corp. Bohlen Meyer. Gibson Assoc. ASTM A 616/A 616M, including external corners, door iambs, reveals, and E. Bituminous Pavement - Hot asphalt concrete pavement Supplement 1; or ASTM A 617/A 617M, Grade 60 expansion and control joints, do not vary from temporary loads that may be placed on CITY OF CARNEL them during construction. SPRING LINE OF PIPE B shall be placed as specified in Section 403 of the Indiana (Grade 400). plumb by more than 1/4 inch in 20 feet B Department of Transportation Specifications 1995 Edition. 6" MIN.- 116th & HAZELDELL PLAZA (6 mm in 6 m), nor 1/2 inch (12 mm) S. Placing Reinforcement: Comply with „ I.D. Paving will not be permitted during unfavorable G. Ties and Anchors, General: Provide ties and maximum. 12 MAX. HAUNCHING AREA weather or when the temperature is 40 degrees and fallin requirements of Section 2104.5 of the Uniform ;�/�� � ;: /y � CARNET, INDIANA P 9 g° anchors, specified in subsequent paragraphs, \ made from materials that comply with this Building Code. / /`,�/� unless otherwise indicated. 2. For conspicuous horizontal lines, such as BEDDING AREA 2. BASIS OF PAYMENT paragraph. exposed lintels, sills, parapets, and reveals, T. Grouting do not place grout until entire �� do not vary from level by more than 1/4 inch in height of masonry to be grouted has attained SPECIFICATIONS A. Work in this section shall not be paid for, but shall 1. Galvanized Carbon-Steel Wire: ASTM A 82; with 20 feet (6 mm in 6 m), nor 1/2-inch (12 sufficient strength to resist grout pressure. O(, DETAILS be included in other work in this project. ASTM A 153, Class B-2 coating for exterior walls and Class 1 coating for interior walls, mm) maximum. 1. Comply with requirements of Section 2104.6 O.D. OF PIPE FOUNDATION 2. Galvanized Steel Sheet: ASTM A 366/A 366M E. Loy out walls in advance for accurate spacing of the Uniform Building Code for „ REQUIRED IN UNSTABLE SOIL) Date Project No. Drain Approv. cold-rolled. carbon-steel sheet hot 36 of surface bond patterns with uniform joint cleanouts and for grout placement, including 62 MIN.-AX. 12" 12" ( 11/1/99 3106.001 JES P minimum routs ace and maximum our galvanized after fabrication to comply with ASTM A thickness and for accurate location of openings, 9 P P 153, at exterior walls; and movement-type joints,, returns, and offsets. height. STORM SEWER A ASTM A 653/A 653M, G60 (Z180), Avoid using less-than-half-size units, Computer Files Shee 0. A commercial-quality, steel sheet zinc coated by particularly at corners, jambs, and, where J:\3K\3106\001\C104 hot-di process on continuous lines before possible, at other locations. TRENCH & PIPE EMBEDMENT DETAIL (C1.®4 PP fabrication at interior walls. 14 15 A 4 5 6 7 8 9 10 11 12 13 - 5 6 7 $ g 10 11 12 13 14 15 1 2 3 4 M SECTION 03300 - CAST-IN-PLACE CONCRETE SECTION 04720 - CAST STONE 1.1 GENERAL 1,1 GENERAL A.Submittols: In addition to Product Data, submit the A.Submittals: In addition to Product Dato, submit design mixes following: and the following for each concrete mix: 1.So Drawings: Show fabrication and installation details for 1.Moterial certificates signed by product manufacturers c certifying that product complies with requirements. cost t stone units. Include dimensions; details of reinforcement and anchorages, if any; and indication of finished faces. B.Quolity Assurance: Comply with ACI 301, "Specification for 2.Somples: For each color and texture of cost stone required. 3.Qualification Data: For cast stone manufacturer, Include Structural Concrete,"and ACI 117, "Specifications for Tolerances lists of completed projects with names and addresses of for Concrete Construction and Materials." architects and owners. t.lnstaller Qualifications: An experienced instoller who has B.Manufacturer Qualifications: A firm experienced in completed concrete Work similar in material, design, and extent manufacturing cost stone units similar to those indicated for to that indicated for this Project and whose work has resulted in this Project and with a record of successful in-service construction with a record of successful in-service performance. performance, as well as sufficient production capacity to 2.Monufocturer Qualifications: A firm experienced in manufacture required units. manufacturing ready-mixed concrete products complying with ASTM C 94 requirements for production facilities and equipment. 1.2 PRODUCTS 1.2 PRODUCTS A.Monufocturers: Subject to compliance with requirements, A.Steel Reinforcement: As follows: B.Cost Stone Units: Provide units complying with ASTM C 1364. K 1.Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), 1.Provide units that are resistant to freezing and thawing as deformed. determined by laboratory testing according to ASTM C 666, Procedure A. as modified by ASTM C 1364. B.Concrete Materials: As follows: 2.Slope exposed horizontal surfaces at least 1:12, unless otherwise indicated. 1.Portlond Cement: ASTM C 150, Type I, 3.Provide raised fillets at backs of sills and at ends indicated 2.Aggregate: ASTM C 33, uniformly graded, from a single source. to be built into jambs. 3.Water: ASTM C 94, 4.Provide drips on projecting elements, unless otherwise 4,Air-Entroining Admixture: ASTM C 250. indicated. 5.Woter-Reducing Admixture: ASTM C 494, Type A. 5.Cure units in totally enclosed curing room under dense fog and 6.High-Range, Water-Reducing Admixture: ASTM C 494, Type F. water spray at 95 percent relative humidity for 24 hours. 7.Water-Reducing and Accelerating Admixture: ASTM C 494, Type E. 6.Yord cure units until the sum of the mean daily temperatures for each day equals or exceeds 350 deg F. C.Reloted Materials: As follows: 7.Acid etch units to remove cement film from surfaces indicated to be finished. J 1.Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic B.Color and Texture: Provide units with fine-grained texture and fiber, or ASTM D 1752, cork or self-expanding cork. buff color resembling Indiana limestone. D.Curing Materials: As follows: C.Anchors and Dowels: Type 304 stainless steel. 1.Cleor, Solvent-Borne, Membrone-Forming Curing Compound: D.Proprietory Acidic Cleaner: Manufacturer's standard-strength, ASTM C 309, Type 1, Class B. general-purpose cleaner; expressly approved for intended use by 2.Clear, Waterborne, Membrane-Forming Curing Compound: cast stone manufacturer and expressly approved by cleaner ASTM C 309, Type 1, Class B. manufacturer for use on cost stone and adjacent masonry E.Concrete Mixes: Prepare design mixes, proportioned according materials, to ACI 211.1 and ACI 301, with the following properties: 1,202 New Masonry Detergent; Diedrich Technologies, Inc. 2.202V Vona-Stop; Diedrich Technologies, Inc. 1.Compressive Strength (28 Days): 3500 psi (24.1 MPa). 3.Sure Klean No. 600 Detergent; ProSoCo, Inc. 2.Slump: 4 inches (100 mm). 4.Sure Klean Vona Trol; ProSoCo, Inc. 3.Moximum water-cement retio: 0.58 4.Minimum cement content: 423 lb/c. yd. E.Mortor Mixes: Comply with requirements in Division 4 Section "Unit Masonry Assemblies' F.Reody-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94, and furnish batch ticket F.Source Quality Control: Employ on independent testing agency information. to sample and test cast stone units according to ASTM C 1364. Revisions t.lnclude testing for freezing and thawing resistance. 1.3 EXECUTION A.Design, construct, erect, shore, brace, and maintain formwork, 1.3 EXECUTION according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, A.Install cost stone units to comply with requirements in until concrete structure con support such loads. Division 4 Section "Unit Masonry Assemblies" for instolling stone units. B.Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by B.Set units in full bed of mortar with full head joints, unless cast-in-place concrete. Use Setting Drawings, templates, otherwise indicated. Build anchors and ties into mortar joints diagrams, instructions, and directions furnished with items to be as units are set. embedded. 1.Fill dowel holes and anchor slots with mortar. C.Leave formwork, for beam soffits, joists, slobs, and other 2.Fill collor joint solid as units ore set. structural elements, that supports weight of concrete in place 3,Build concealed flashing into mortar joints as units are set. until concrete has achieved 28-day design compressive strength, 4,hoarizontal surfaces.joints Keep joints clear oof mortar,with rake out - D.Comply with ACI 318 (ACI 318M), ACI 301, and recommendations to receive sealant. in ACI 347R for design, installation, and removal of shoring and C.Roke out joints for pointing with mortar to depths of not less reshoring. F than 3/4 inch (19 mm), Rake joints to uniform depths with square E.Steel Reinforcement: Comply with CRSI's "Manual of Standard bottoms and clean sides. Scrub faces of units to remove excess a F Practice" for fabricating, placing, and supporting reinforcement. mortar as joints are raked. F,Joints: Locate and install construction, isolation, and D.Point mortar joints by placing and compacting mortar in layers contraction joints, not greater than 3/8 inch (10 mm). Compact each layer thoroughly and allow to become thumbprint hard before applying next layer. G,Concrete Placement: Deposit concrete continuously and avoid segregation. Deposit concrete in forms in horizontal layers no 1.Tool exposed joints slightly concave when thumbprint hard. deeper than 24 inches (600 mm), avoiding cold joints. E.Provide expansion, control, and pressure-relieving joints of i mechanical vibrating equipment. widths and at locations indicated. � ~ i to concrete with 9 � '~' 1,Consol da (^ 2.Screed and initial-float concrete floors and slobs using bull ��'`��, Vyce•�'";�;�'��4�I`�re'.�r r darbies to form o uniform and open-textured surface 1.Sealing joints is specified in Division 7 Section "Joint floats o plane, free of humps or hollows, before excess moisture or Sealants." bleedwater appears on the surface. Do not further disturb slob 2.Keep joints free of mortar and other rigid materials. ��a E surfaces before starting finishing operations. 3.Comply with ACI 306.1 for cold-weather concrete placement, F.Installotion Tolerances: Comply with the following: 4.Ploce concrete according to recommendations in ACI 305R when hot-weather conditions exist. 1.Variation from Plumb: Do not exceed 1/8 inch in 10 feet (3 mm in 3 m or 114 inch in 20 feet (6 mm in 6 m) or more. H,Finish formed surfaces as follows: 2.Variatio, from Level: Do not exceed 1/8 inch in 10 feet (3 mm 1,Apply rough-formed finish, defined in ACI 301, to concrete in 3 m), 1/4 inch in 20 feet (6 mm in 6 m), or 3/8 inch (9 mm) CERTIFIED BY surfaces indicated or not exposed to public view. maximum. 3.Variotion in Joint Width: Do not vary joint thickness more 2.Apply smooth-formed finish, defined in ACI 301, to concrete than 1/8 inch in 36 i ches (3 mm in 900 mm) or one-fourth of REIN RE THE EXCLUSIVE IDEAS.INTELLECTUAL PROPERTY THE indicated and exposed to public view. nominal joint width. hichever is less. HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY ED THE HOLE OR IN 4,Varianal in Plane b t'ween Adjacent Surfaces (Lipping): Do not CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN D a.Locotion: chamber at base. PART,WITHOUT THE WRITTEN CONSENT OF THE SCFNEIDER CORPORATION exceed 1/16-inch (1.5-mm) difference between planes of adjacent 3.Apply smooth-rubbed finish to smooth-formed finished concrete units or adjacent surfaces indicated to be flush with units. 1999, The Schneider Corporation D surfaces indicated or exposed to public view. G.Remove and replace stained and otherwise damaged units and (.Concrete Protection and Curing: Protect concrete from units not matching approved Samples. Cast stone may be repaired excessive cold or hot temperatures. Comply with ACI 306.1 for if methods and results are approved by Architect, e cold-weather protection and with recommendations in ACI 305R for 1,Replace units in a manner that results in cost stone matching hot-weather protection during curing. approved Samples, complying with other requirements, and Mmeider . 1.Apply evaporation retarder to unformed concrete surfaces if showing no evidence of replacement. hot, dry, or windy conditions cause excessive moisture loss, after finishing concrete but not before free n cost stone as work progresses. Remove mortar CoTorauoi 2.Begin curing a 9 H.Cleaning: Clean P 9 water has disappeared from concrete surface. fins and smears before tooling joints. After mortar is J 3.Cure formed and unformed concrete for at least seven days by thoroughly set and cured, clean exposed cast stone as follows: C moisture curing, moisture-retaining-cover curing, or curing 3020 compound. 1.Remove large mortar particles by hand with wooden paddles and Inds North Post Road Engineering 4.Cure and seal floors and slabs with a curing and sealing nonmetallic scrape hoes or chisels. Indianapolis, Indiana Surveying compound according to manufacturer's written instructions. 2,Protect adjacent surfaces from contact with cleaner. 317 8-8-8 Landscape Architecture J.Testin Agency: Owner will engage a qualified independent 3.Wet wall surfaces with water before applying cleaners; remove 317-898-8282 G v L g g cleaners promptly by rinsing thoroughly with clear water. testing and inspecting agency to sample materials, perform tests, 4,Clean cast stone with proprietary acidic cleaner applied 317-899-8010 Fax Geology and submit test reports during concrete placement. Tests shall be performed according to ACI 301. according to manufacturer's written instructions. Formerly Schneider ]Engineering Corp. / Bohlen, Meyer. Gibson & Assoc. K.Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and replace concrete that cannot CITY OF CARMEL be repaired and patched to Architect's approval. B 116th & HAZELDELL PLAZA CARMEL, INDIANA B SPECIFICATIONS & DETAILS Date Project No. Drawn Approv. 11/1/99 3106.001 JES Computer Files Sheet No. A J:\3K\3106\001\C105 I®S A _ I 1 17 1 13 14 15