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F�f7 r'�LL 9xnr4 F vC.F��fia���EF�S��t�€}��R�7A��'�'�' �� <br /> WATER QUALITY 1 1$"OUTLET RISER ASSEMBLY CONTECH � '� / <br /> FLOW F2ATE OA32CFS Lf, ("(�`� ^ ��'f��. '' ' r� .-'' ;, �; k3alCV�"ILL�€s_� E T'iE FYP ��'I�[aci�tLLBt <br /> '`�^- r;�r�r�� ���?c �si �r� ,�E����c��ra g�.�� Date:2018.05.30 i 6:OQ:54-07'00' <br /> 3 STEPS,P10GTS,LANE LADDER,OR EQUIV. GONTECH Q � � � r '� s � <br /> FEAK FLOW RATE 0.269 CFS ' C( � f f• ' , ,� �, :��u �F i: � r�,����a.� <br /> 1 5EALANT FOR JOINTS(BY PRECASTER) CONTRACTOR O� � m � , �'�' <br /> ftETURN PERlOD 4F �3' � � � � � ',� ' °-%,� i�. a G�i�TaLi u t��i r���d 'a�A�C�'� Tcc���i����, <br /> � G C 7 4�l T R A C T I?F 2 T C}G R O I I T T C 1 1 0 0 Y R S ., � � ,t' ' � �' f f r`t�C r�.A�=a�`�€,��L�7 4' �h�r f U G l�a�l T t 7 T�I C <br /> PEAK FLONI 1 PL� Gf2AD�1�iNGSfRISERS CO NT R A G 7 C}R � 1' � � , ` /s;` r4 n:•�, ; <br /> FINISHEf3 CsRADE � � � � � = , ;' r �r�� 4 �, ���Kt 1LL 3�1�"� �aG G���"+ET€QLLEs� <br /> RIM ELEV.�04.7�a' FILTER ME(3!A TYFE ZPG 1 24'°x 24"�RAME&GRATE,EJ#45624002,tJR EG211lV. CONTRACT(7R � �'"` �' � ''' , ��5 ` ���=iv�t�Y�IL�:.5C[SE�1=��t��4 7�af Tl�[�€ <br /> � ca�T�c�To��av��� � — � W W � , , <br /> A �,�1 \�`� '�`*�,� . . . . � � �,... t��+ ���°�r ^�' ;.��'S `�`� . <br /> N� GRADE RIN�Sfi�ISERS � � � ' � C�s ' `` ' �` " ��,�P1L�.:L��.� <br /> s <br /> � � � PERFqI�CUlRNGE SI�ECI��1�ATkt7N �✓ � (�,� Ci7 �' "� t ri''�,�,.��a ��' �� ,, - <br /> � � � � � 70P OF SYSTEM FILTER CARTftIt3GES SNALL BE MEDIA-FILLED,PFiSS�lVE,SIPH4N ACTUATED,RAL�IPsL FLC}W,�AND SELF G�£AN1NG. I�AD6kL MEDIR DEF"TH� � („�,j � �- "� � '`"````� ���'� �' ' � �� <br /> ��� PIPE � � ELEV.304.41` SNALL BE 7-ItdCHEa. FIL7ER�MEDIA CONTACT�TlME SHALL�E AT�LEAST385EGE�NDS. �. �j W (� '�� � , �'�'� ,���- . � , �`��� >. ��.``� � ��� �� ������� � <br /> �� I����� '�"�_"-'------'�"-- e�������� � SPECIFIC FLOW RRTE SHALL BE 0 C9PM/3P(1�1�C19A�Mj. SPECIFIC FLOtiN RA7E 15 THE MEASURE OF THE�LOW{GP(vi}DIVIDED BY THE MEDIA � W � � � � � �' ' � <br /> .,,., � ,�' �� ��`�` �i�l�l.@�t�PC�FE���I��Al�TnN�[�I'% <br /> � ��n A�S f I SURFACE CONTACT AREA(SF). MEDIA VOLUMETRIC FLOW RATE SHA(_L SE 6 GPMfCP OF FllEDIA(MAXIMUM}. s � • �'u'�SEC�.�rT�f� �-�` ,w ,� � <br /> , "",�,� � d���,- <br /> m (fd12"OPENING} ' c �� i � � <br /> ��.�,s �,��w'�., � n•� �___e__��r�LLL'_,w��____ (7'atL�J�fAl <br /> z _ OUTLET _� GENERAL NOTES � � �e �T�a'`�����,�RE��� ���T��� .,.�... >, <br /> � � �-, �� �� � STUS � 1. CONTECH T4 PROVIDE ALL MATERIALS UNLESS NOTED QTHERWISE. <br /> ('i � � INLET 1 INVERT � ��� <br /> � (((���"""��� i �� ��. �� I !I `� ELEV.30'€.40' 2. FOR FABRIGATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIC}NS AND WEIGHT,PLEASE CONTACT YOUR CONTECH ENGINEERED Q g�„ ����((,� ���3�¢{�I�� <br /> a � FLOW (. ___�� ��__� _ �1 � SOLUTIONS LLG REPRESENTATIVE. www.CantechES.com � � � <br /> F -�- 3. STORMFILTER WATER QUALITY STRUCTURE SHA�L BE IN ACGORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS � � <br /> m �� �_J� �� �_�i DRAWiNG. CQNTRACTOR Td CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. <br /> w A �I I i Ii! L A 4. STRUCTURE SHALL MEET ARSHTO HS-20 LOAD RATWG,ASSUMING EARTH GOVER OF 0'-5',AND GROUNDWATER ELEVATION AT,OR � j ° � <br /> a �� I I Ijj �- BELQW,THE OUTLET PIPE INVERT ELEVATION. ENGINEER QF ftECURD TC}CONFfRM ACTUAL GROUNDWATER ELEVATION, CRSTINGS -� - m <br /> cn f`__ �_u � an ° ^ e': <br /> � z � �� � � -II_ I OUTLET'� INVERT SHALL MEET AASHTO M306 LOAD RATW G AND SE CAST WITH THE CONTECFE LOGO. � �9 �� , ������„_j �����O� <br /> � - I r��- �i-�--�- �i� I EIEV.299.24` 5. STORMFILTER STRUCTURE SHALL BE PRECAST CONCRETE CQNFORMING Td ASTM G478 ANQ AASHTO LORD FAC70R DESIGN METHC)D. O o� �-� n � <br /> `° L_�_- _i� — _ _ �, v,s � <br /> � J ti IN5TALLATIdN NOTES � s '''' � SCALE: I�TS <br /> � FLOW KIT'�� - -,�r; � OUTSIDE 80TTOM A, ANY SUB-6ASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIdNS AND SHAIL BE � c c ��'- � <br /> � � S P E C I F I E D B Y E#�1 G I N E E R O F R E C O R D, � o _ e�= a <br /> o ELEV.298.59' W � �, r <br /> ; �4'-10" - B. CONTRACTdR TO PROVIDE EQUIPMEN7 iNITH 5UFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER � a' ., <br /> � STRUCTURE(LIFTING CLUTCHES PROViDEQ). ..�1i1�e"u' � �N o a <br /> ° ELE�Q1TvIC�N �Id�� SEE OUTLET DETAIL C. CONTRACTOR TO INSTALI JOINi SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. ''Q,�p�� �_ � = g <br /> � (THIS SHEET) D. CONTRACTQR TQ PROVIDE,lNSTALL AND GROUT IN[�ET PIFE(S). ALL PIPE CENTERLINES TO MATCH PIPE OPENING GENTERLlNES. � � " �' <br /> 18"OUTLET E. CONTRACTOR TO PROVIDE AND INSTALL CdNNECTOR TO THE OUTLET RISER STUB. STdRMFIL7ER EQUIPPED WITN A DUAL DIAMETER w n <br /> RISER ASSEMBLY HDPE OUTLET STUB. IF OUTLET PIPE IS LARGER THAN 8 INCHES,CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN oare � scni.e � �" <br /> CUT LINE. COUPI iNG BY FERNCQ OR EQUAL ANd PROVIDED BY CONTRACTOR. 01/25/18 3/8"=1'-0" �`����� � <br />' F. CONTRACTOR TQ TAKE ARPROPRiATE MEASU�'ES TO PROTECT CARTRIDGES FROM CONSTRUCTIOP+!-RELATED EROSION RUNOFF. oesiGNeo: oRnwN: t P:1t��uIFY�t�l.�l �C?[��I�f�t��ICsI�!pLA�v i 5 E?,�� � <br /> STfiE,�P 9EEi��C}E�Ei+��R�€'. <br /> > G. CONTRACTOR Td IN5'fALL SUPPLiED PLUG IN CONS7RUCTION FLOW BYPASS WHEN SYSTEM IS Bt20UGHT ON LWE(PRESSURE FIT ONLY, �WM JWM �''ulG���''��-u��t�`"������ �i� ����'����' � � ' <br /> � DO NOT GLUE- ST�ih�i�,SRt�SFEC€�1�r Ir7hJt; C�S�,�L�S�1��r�F�T��fe�rV��f r�i`��tt�"u.���?�C�Ft�tF� � <br /> ) cn€caeo: r�rPRov��: 4-�3 1����4�"_� }tiEE°��'�T�-. � <br /> � ��,"-.EiLIL�'i?'��3hJ.�!+'C�Eh@R�'e L�f��.�{�A'�IY��1. � <br /> w� . . . . . . . . �'S:.. . � � � <br /> � STRUCTU62EWE1GHT aRo��crNo.: s�auer�cer�o., °� '� � `: <br /> Q' A�TPROXIMATE HEAVlEST PIG�=B,QOpLBS.G�F 2 FIECES CONTECH CUZ001 579087 20 � .--'����v �4�"� d�� � � �,,,,� <br /> � asas�s�c�rio�sM��P�a vvir�a caftTRi���s�rvs-rA�«c� PRC�F'Ca►�AL ���t�ur�€� SH���: ,,�, �� �.,;� � w ,� �° <br /> �, � <br /> � Ma�cFoor�t�ira-r=v�a�-�oM c��wir�c� ��aatcuz --_�° � � � � � ` �,r .��.A�w�ra����� <br /> � o� � � � � � ��`;�,� � ,���,���„as;�-�-���°�s�'�,�"" ���r�€��:��tt�� � � <br /> ��,,v-�•-:,.���_. � �� �:�� ����� '� � <br /> � �" q�`�.��.�", ��'�es.�' .� .-��' ������ � <br /> ,,,.t,..^' �-.�� � w �� _ ._...�-��.x '+' '# �"-'--°--�Ga7� �7���.€�B <br /> � <br /> � .�:' �!"z�„ "�.'--;= � a-�.',* �^� dk�lClr�1J�'P"ER <br /> � � � � � <br /> � ��1C,4€#}��7���h7t ft�t� r a���"" ��� � a� �,� 'r'f <br /> � �i�—�IT� �T�RIVI�FILTE� �l�I�NHC�LE � � � � � ����.�����,a�� � � -�� �� —� �—�� � ' � C..) <br /> �~-� � �,,�; � ��.��+- � <br /> u-�"�" -� � <br /> ��A�E:NTS 3 � -a_�-=���.-��, �- <br /> ;Ty--€�:�a���Ej�,�,����s E ra r � �. <br /> � <br /> a��r��� � �! ' ' <br /> ��� �� �.�_.�c���F��.��� L� <br /> � � ���°r��� � <br /> r�s <br /> � ��---.d._��.,_.,,� � '� ����'b'�R€�fi+a� � <br /> �A � � � p-` ' �� �-s� [ C'7 <br /> �.�. .�... �}�� . �. �� � � <br /> �. a � <br /> I ' �: �'�a--�.`_ ��.. �.� � N <br /> A: �� <br /> SPECiF'ICATION CLAUSE � � a�._:�, ;,,; � `� > � <br /> SP�CIFICATfON CLAUSE <br /> -�-�-�..,�_, <br /> ..�.�. ; �.�����e r s���� � � ?- � <br /> � � ��+�`f`��{���� ,._a�.,._.., ������� <br /> M K2-9025 CATCH BASIN -LOAD CLASS E <br /> � KS200 KLASSIKDRAIN -l,OAD CLASS B EXPANSION JOINT TO ENGINEER'S � � <br /> EXPANSION JOINT TO PAVEMERIT PER DETAI�S SEE NOTE 3 <br /> � SEE NOTE 4 ENGINEER'S DETAILS DESIGN � � � J � <br /> SEE NOTE 3 DOCUMENTS �FNERAL GEtUEF2AL � �+1�3C�d���=����t+"��C� ` "`"x <br /> e THE SURFACE DRAINAGE SYSTEM SHAIL BE 19.69°[504mm] TNE CATCH BAS(N SHALL BE ACO DRAIN K2-9025 SERiES c ��������`����� '�� <br /> '`-':h ��,. ,,,, �, �—����rr��������������� W � LLJ <br /> �{. POLYMER CONCRETE K5200 CHANNEL SYSTEM WITH � � MADE FROM P4LYMER CONGRETE WiTH A CAST-iN � � �° <br /> ��t�������r���� �1 O <br /> STAINLESS Si"EEL RAIL AS MANUFACTURED BY AG� � �, `� !'" O � Ll.l <br /> STAINLESS STEEL EDGE F2�4lLS AS MANUFACTURED ,;����, . � � �"�� �. ��. �� ' " � �-�------=��G�•.rl�������!���� <br /> BY ACO PO�YMER PRODUCT5,iNC. , � POLYMER PRODUCTS,1NC. ��.`"`�n.�"�� -"�' _=��5 �-,�..:� � a. � 'd' W <br /> _ ��;.� <br /> � �A��15EC���'�Sk <br /> d � �� �� ���. .�`�_���.�x��f p a , a MATERIAtS �� �� � �� ,� ; -� <br /> � .� �� �.,; , <br /> i <br /> MATERIALS � , , ° POLYMER CONCRETE SHALL HAVE MATERIAI. -° ��`�'`'�`���",�r''. "�f�z A� �" � <br /> ° F .'•� REVISIONS <br /> � 4 �' Q CHANNELS SHALL BE MANUFACTURED FROM � � ' 4 ' PAVEMENT pROPERTIES OF: � T,�'1�BC����s���vE���T1+aP�•� �'"��°`� , <br /> .' . e PEF2 DESIGN 10.31" 262mm r,, ��'���d�� �f� _ � <br /> <., = Q Q POLYESTER RESiN POLYMER CdNCRE1'E WITN AN o p , [ � C�MPRESSIVE STftENGTH: 14,000 PSI <br /> f INTEGRALLY CAST-IN STAINLESS STEEL EDGE RRIL. �____.� a Q DOCUMENTS �LEXURAI�STRENGTH: 3,600 PSi � ���--�-��� �_� '�"F`����"`��`�`'''��'� ; ��+�*� �� ����*� � <br /> �_ ` , MlNIMUM PROPERTIES dF POLYMER CONCRETE WILL � , TENSILE STRENGTH: 1,500 PS ________ _______ ,� � <br /> t R BE AS FOLLOWS: �O°�250C11t11� , � ' d --�---�— WATER ABSORPTIQN: 0.07% �� ` �` M�'U����'9A�t'���C� ���A1�7'F�V�149�' k <br /> / � � 4 / Q FROST PROOF: YES �� � <br /> Q r-� ��, !1 COMPRESSIVE STRENGTH: 14,000 PSi � 4 �a � m{���,��� ��{� <br /> � DtLUTE ACID AND ALKALI RESIS7AN7: YE5 <br /> �� �� �� � � FLEXURAL STRENGTH: 4,Od0 PSI � , ' � <br /> j ( � "t � � � �117 SALT SPRAY TEST COMPLIANT: YES � � ' ��,���������� �� �� �� , <br /> �� � 8 !� TENSlLE STRENGTFt: 1,500 PSI ' - <br /> � ��J�� ��3� �f��f�l�+1+C� �CD�. <br /> � � ��'1`' ;i , a WATER ABSORPTlQN: 0.�7°/a ' � . 4 ` fl � ��:� L���3�����3�t I�� ��� � <br /> f ' i f FROST PROOF YES K2-9025 THE K2-902S SERIES CATCH BASIN COMPRISING OF 70P _ <br /> � �_�� ; ��,,,�,� � . �� �� •.,..r » 5ECTION,QUIGKLOK GRATE,SHORT BASE AND TRASH �— �� <br /> Q �a---� DILUTE ACID AND ALKALI RESISTANT YES � � , � � \ � TOP <br /> � 8117 SALT SPRAY TEST COMPLIANT YES 4 s BUGKET SHALL ACCEPT 8"ACO DRAIN TRENCH DRAIN <br /> Q q � � � � MODEL KS200 IN SIDES AS SHOWN. <br /> d L1 THE SYSTEM SHALL SE 8" 2Q4mm NOMINA� <br /> f ) O, , P \ d�- � THE CATCH BASIN SHALL BE 19.69"(500mm)IN LENGTH ���� ��� <br /> 6"[150mm] 4 � INTERNAL WIDTH WITH A 10.2"(280mm)OVERALL � p '`^°� p , . °J AND 10.31" 262mm IN WIDTH.K2-9025 CATCH SA31N DATE <br /> f ) <br /> WIDTH AND A BUILT-iN SLOPE OF 0.5%. CHANNEL � , � � . , �., � DEPTH IS 33.18"(842.7mm). 2 05.29.2018 <br /> � � / a f 1NVERT SHALL HAVE DEVELOPED"V"SNAPE. ALL � . i � ' " � SCALE: NTS <br /> CHANNELS SHALL BE WTERLOCKING WITH A 1 O°[25Oi111Ti] \ � � I ' Q 4 Q Q \ � THE COMPLETE CA7CH BASW AND TRENCH DRAINAGE <br /> MALEtFEMALE JOINT. � � � SYSTEM SHALL BE BY AGO POLYMER PRODUCTS,INC. BCRA N0. <br /> ,/ /� / '7 �— -�' ' �' �,, K2-9O2S ANY QEVIATION OR PARTIAL SYSTEM DESIGN AND/OR <br /> / � � / I / � �` � \ \ " � \ BOTTOM IMPROPER INSTALLATION WILL VOIC ANY RND ALL 14249 <br /> � f 1 �/ THE COMPLETE DRAINAGE SYSTEM SHALL BE BY � � I � ,� � . � ` <br /> � ACO pOLYMER PRODUCTS,INC. ANY DEViATION OR � � WARRP�NTIES PROVIDED BY RCO POLYMER PROOUCTS, DRAWN BY:R.JB DESIGNED BY:S P <br /> PARTIAL SYSTEM DESIGN AND/QR IMPROPER INC. <br /> r � —+--� 6"[150mm] �— ---+�--� 6"[150mm] �--�--- INSTALLA710N WILL VflID ANYAND ALL WARRA�J7IES �''`. � 10°[250mm] �---�- 10" [250mm] REVIEwEDav:JFR <br /> K2-9(l2S SfRIES CATCH SASIN SHALL WITHSTAlVD <br /> Nc3TES: PRQVIDEC�BY ACO POLYMER i'RQDt1CTS>lNG. sHeeT riT�E <br /> f'+JQTES: L{�ADiNG T€J PROPER LOAD CLASS AS t)UTLfNED BY EtV <br /> 9.iT IS NEC�SSARY TO ENSURE MINIMUM flIt�ENS10�3S SHOWN ARE SUI7ABLE Ft�R EXISTING fiROUND CONDfTlONS. 1433.GRAT�SHALL BE HELD 1N P(.AGE tNI3H TNE <br /> ' ENGINEE�2ING�f)V1C�MAY B�REQt11RED. �}iANNE�. SHAI.L WITMSTAND LflAqINC TO PRQPER 1,tT IS i�ECESSARY TO ENSURE THE tNlNitI�UM DIMENSIONS SHC}U+lN ARE St1iTRBLE FtJR TH�EXiSTING CROUND QUiCKLOK�YSTEM.CRTCH BASIN,TRENGH CHRNN�[.A�IC3 STORM DRAI Na�IG E <br /> � LC3AD CI_ASS AS OUTLINED BY EN 1433,GRATE'i'YPE GC7Nt?lTtt}�1�.EN6tNEER1fUG ADV/CE`MAYBE FtEQUIf�ED. GRATE SHALL BE INDEFENDENTLY G�RTIFIED�ft�MEE7 <br /> m 2.M1NPMtJNt Cl3NCRE'fE STREM1IGTH OF 4,�Ot}PSi CS RECClivit��NpED.GQNCRETE SHQULD B�VIBR�iT�D fiC}EL4MINATE SHALL BE APPROPRIATE TC7#t�EET TNE SYSTE�1 LC3RCr 2.A i�INil1�llM C(7f�CRETE STRENGTH{3F 4,��4 PS9 I�REGUNINtENDEf�. THE CCsSVC�ETE SHC3ULD BE VIBRATED TO ELIMINATE DETAI L? <br /> � A!R PQCKETS. THE SPECIFIED EN 1433 LC3AG?CLASS.TNE SYSTEM SNALL <br /> 3.EXF'APISfQN AND CONTRACTION CONTRO�.Jt�INTS ANi3 REINFQI�CEMENT AFtE RECC7MNfENdED TC3 PRQTECT CHANNEL CtASS SFEGIFIED AN�INTEM1lDED APPLlCATION. AIR POCKETS. BE 1NSTA�LED(N AGCORC�AI�CE WITH TNE <br /> Ca GRRTES SFiALL SE SECUfiE[5 USING"QUICKLC3K' 3.EXPANSiC}N AND CRRCK CONTRs�L JC}t3VTS ARE RECl3MA�fENDED Tt�PROTECT THE GATCN BAS9N AI�L?THE CC?NCRETE MANUFACTURER'S fNSTRUCTIONS AND <br /> � ANL3 Ct?NCRETE SUf2ROUN[�. ENGtNEEh'!NG AL7V`iCE MAY BE�f2EQU!{2�La. <br /> o BqLTLE3S LOCKING SYSTENI.CMANN�L Al�C3 GRAI'E SUF2ROtJNQ.ENGtNEERdNG ADViGE MAYBE RE'QL/IREE3. REGOt�f€vlEN�ATIUNS. <br /> 0 4.THE FIt�1�ttED LEVEL(1F THE Ct7R�CRETE SURR(�UND NtIbST BE APPRQX. 1/8"[3mm]ABQVE THE Tt}P OF THE GHANNEL EDGE: SHALL BE GERTI�tED T4 MEET THE 8PEG3F€ED EN 4.TH�FCNlSNED I��VEL(?F THE Cf3NG€�ETE S4JRROL4ND MUST BE APPROX, 1!8"A�OVE TH�TOP C}F TFfE CATCH BASIN�DGE, <br /> � �a.�(JNCFiE�"E BASE TFiICKhJESS SHt3ULL7 MATCt-i SLAB T!-46CKN�SS.ENGIR�EERIAIG ALV#CE MRY BE REQUiREC}TQ 14�3 E.QAI�CLFISS.THE SY�aTEM SHA3_L.�E Et�lS�flL(�ECI 5.R�P�R T0,4C�"S LATEST INSTA�.IAT(C3N 6�lS7RUCT€ONcu FOFi FUFtTH�R DETAILS. <br /> � a, t�ETEf2MlEUE PRCIPER L4AD CLASS. I�3 ACCORQAI�CE WITH TME M,4NtJFACTI#FtER`S 6.'GOIVGF2ETE BASE T�{IGKNESS SHOULD tvtATCH TME SLAB TH6GKNESS. <br /> � 6.FtEFER TQ ACO'S�A7"�ST INSTALGATIC3N INSTRUCTlONS FC3F2�Ui�THER DETAiLS. lNSTI2UCT!(3N8 RND REGflMMENDATtONS, 7,REBA�2 C)Ft ST�E�MESH REINFORGEtt�ENT MAY BE R�CtUfRE17. ENGiNEERlNG A!?V10E MAY BE REQUt12ED. <br /> ui <br /> � "s2-B-��`' �C�2Q0 - KL/�S�IK�I�AIlV - LOAD �LASS: � AGfJ Polyrner Produ+ct�, Ir�c. "��o�s-E-E�P l�C2-902� CP�1�C!-I �RSIh! - l�taAD CLA�S: E Ac� Poiymer Produ�ts, inc. �� � <br /> _.� <br /> � <br /> ii ,J # �j } 825 W.Beechcraft St 9470 Pinecone Dr. 4211 Pleasant Rd. EX1�1OS�d COC1CC�t� PaV�CT1�C1� 825 W.Beechcraft St 9470 Pinecone Dr. 4211 Pleasant Rd. � <br /> EXp�SeU COrICC�I� f"e�V�I��hl P� OCOPYRIGHT2Q17-BCRA,INC.ALLRIGHTSRESERVED <br /> � Casa Grande,AZ 85122 Mentor,OH 44060 Fort Miii,SC 29708 � Casa Grande,AZ 85122 Mentor,OH 44060 Fort Mill,SC 29708 � <br /> `s ' Tei:520-421-9988 Te1:440-639-7230 Tei:440-639-7230 �� Te1:520-421-9988 7e1:440-639-7230 Te1:44�-638-7230 �� � <br /> � DATE:Q8/25/15 IN�TALLATI+ON DRAWINC� — ACO DF�AIN Fax:520-42�-9899 Fax:440-639-7235 Fax:803-&02-1063 DATE:O$124(15 �����°+���Te�� ����>�� — ��� p���N Fax:52Q-421-9899 Fax:440-639-7235 Fax:803-802-1063 SHEET $� � <br /> � Arizona Tel; 888-490-9552 e-mail: sales anacousa.com Ohio Tel: 800-543-4764 www.acousa.com 5outh Caralina Tel: 800-543-4764 Arizona Tei: 888-490-9552 e-mail: saiesCc�acousa.com (3hio Tel: 800-543-4764 www.acousa.com Sou#h Carolina Tel: 800-543�4764 � � <br /> � � <br /> 0 <br /> N . . � � � � � . . � <br /> N � . . . . . . . � . . . . . . '.� t e 1 <br /> � . � . . . � � . . . . . . M � <br /> 0 <br /> ¢, � TREN�H DRA#IV 4 � � � <br /> � SCALE: NTS �.s <br /> w <br /> ¢ CIVIL PERMIT SET <br /> 0 <br /> !F SHEET MEASURES LESS THAN 24'�C36°IT IS,A REDUCED PRINT.REDUCE SCALE ACCORD(NGLY <br />