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�ITE A�D PAVI�� i�C�T�� <br /> 1. CONGRETE FOR �XTERIOR SITE FACILITIES, INCLIIDING BUT NOT LIMITED TO <br /> TMF�tJST BLOCKIN�, FENCE POS� AND BOLLARD FOUNdATlONS �I�ALL NAVE A <br /> MIC�EM�M COMPRES�IVE STRE�IGTF� E�F 300Q PSI AT 28 DAYS. MAXIMUM <br /> WATER f CEMENT RATIO SHAL�. BE 0.45 AND CC�NCRETE SNAL� HAVE 5 PE�l1S UR <br /> MINUS 1,5 PERCENT AIR E�TRAINMENT. <br /> 2. INSTAL� EXPANSfON J�I�T AT ALL L.00ATIONS WHERE �IEW PLAZA PAVING ABUTS <br /> EXISTING PLAZA PAVING, PROPOSED BI�ILDlNG, C}R EXISTING QR F'RQPOSED <br /> RETAINI�lG WALL. <br /> �R�U�IVl7 �� 1 �� . <br /> 1. ALL �P�T ELEVATIQNS ARE TO FINISH �RAD�, TOP OF PAVEMENT OR GUITER � <br /> E�EVATIC}N UNLESS NC�TED OTHERWISE. <br /> �. SEE LANDS�A�'� DRAWINGS AIVD SPECIFlCAT10#�S FOR PCANTING S�IL DEPTHS <br /> AT PLANTERS, <br /> �TOR� DRAIN �CJTE� <br /> 1. A GOPY �F THE APPRQVED PLANS MUST �E ON TNE JOB SITE �NNENEVER <br /> CONSTRU�T���! lS IN PRC}��ESS. <br /> 2. AL� REQIJIRED STORM WATER FACCLITIES MU�T BE Ct�NSTRIJ�TED AND IN <br /> �}PE�ATION PRIQ� TO ANY PAVING. <br /> 3. UN�ESS NOTED OTHERWISE, TME CQNTRA�TOR MAY USE ANY COMBINAT1t�N OF <br /> PREFABRICAT�D FITfINGS �TEES, BENDS AND WYES) AT �OCATI{?NS WNERE STGRM <br /> CONNECTCO� POINTS OF I�IT�RSECTI�}N �PI) AR� INDI�ATED. PRE�A�RICATED <br /> FITTIN�S MAY BE ADJ�STED AS REQ�IIRED TQ MAINTAiN POSlTIVE S�,OPE AND <br /> DRAINAGE. WHERE SPECIFICALLY ENDICATED, THE CC}NTRAGT(�R SHA�.I. PROVIDE <br /> TNE FIT�INGS AS S�IOWN. <br /> 4, COflRDINATE POI�TS AND E��VATIONS SNOWN FOR AL� CL�ANOUTS AND AREA <br /> DRpINS ARE TO THE �ENTE� Q� TI�E FRAME AN� GRATE OR Ct}VER, UNLESS <br /> NOTEQ OTNERWiSE. <br /> 5. Al�l. TRE�CHING A�1� BEDDING FOR STORM C�RA1�1S SHALL CONF�RM TO L�. <br /> C2B C528--�- <br /> 6. VE�1FY �OCATIONS 0� Lt�TERAI. B�JILDING �ONNECTIC�NS WITH TN� F�LUMBING <br /> DRAW(N�S PRIOR T4 INSTALLATIQN. COC}RDINATE PR�PQSED F4UNDATiON DRAIN <br /> ELEVATEONS WITH EXISTING FOUNDATION DRAIN AND STORM DRAIIV ELEVAT!(�NS. <br /> F�U�IC��TI(J�1 DRAIN �CJTES <br /> 1. A�L FOUNDATIC}N AND DRAlNA�E ��.EANOU7S �NA�L BE AS If�DICATED WITH <br /> L{�CKING LIDS MAR�CE� "FD" <br /> 2. FC�l1NDATION DRAINS SMA�.�. BE SLOPED AT A UNIFORM �RADE BETW��N TNE <br /> POINT OF C�NNECT(ON TQ THE STORM DRAIN AND T�-IE CLEANQIJT. SUBMIT <br /> FOUNDA�10�1 DRAIN INV�RT ELEVATIONS FOR REVIEW �R�OR TO INSTALLATION, <br /> 3. MINIMUM SLOPE OF FOUNDATl�N DRAINS IS 0.2� PERCENT UN�.ESS NQTED <br /> OTHERWISE. <br /> 4. A�� FOUNDATIQC� DRAINAGE PIPING SNALL ��N�IEGT TO THE STORM DRAIIVAGE <br /> SYSTEM A� INaICATED. <br /> �. ALL FOkJNDATION AND DRAINAGE F1�1��5 SHALL BE MANUFACTIJRED BENDS, <br /> WYES 8c TEES. ROLL FITTINGS A� REQUIRED T� MAKE CONNECTIONS. <br /> 6. A�� FOUNDAT{�N DRAIN PIPI�IG WHICH PASS�S THROUGH STRI�CTURAI� WA��S <br /> SHAL.L BE S�EEVED. SEE �TRUCTURAL D�AWI�GS FQR A�DITEONAL REQ�I�EMENTS. <br /> 7. UNLESS NOTED OTHERWI�E, THE COI�TRACTOR MAY USE ANY C4MBINATEON OF <br /> PREFABRICATED FI�INGS {TEES, WYES, BENDS) A� �OCATIaN� WHERE DRA1N <br /> CC}NNECT�ONS fi�01NTS OF INTERSECTION ARE INDICATED. FITrINGS MAY BE <br /> �D,IUSTED AS �EQUIRED T� MAINTAIN POSITIVE �LOPE. <br /> �. SEE STRUCTU�AL DRAWI��� FC}R BUI�.D�NG FUUNDATION �IZE, SLAB ON GRADE <br /> DEPTH AND F�l1NDATi�N AN� SLAB {�N GRADE ELEVATIONS. <br /> 9. RIM E�.EVATION FC}R A�.L CLEANt�IJT RING AND C{�VER SHALL MATC�-i FINISN <br /> GRADE. <br /> m <br /> � <br /> � <br /> 3 <br /> � <br /> � <br /> � <br /> � <br /> �, <br /> �- <br /> � <br /> �- <br /> ' <br /> > . <br /> v <br /> � . <br /> c� <br /> E <br /> 0 <br /> � <br /> � <br /> t� <br /> � <br /> .� <br /> m <br /> ' ���1_t11..71�t V J�J V�� Structural+Civit Engineers � <br /> � �� j 1301 Fiflh Avenue,Suita 3200 ,� <br /> � �\Lr�MEN�I� � SeattleWashingtan98i01-2699 •� <br /> l���t�C1t�TES f� T:20b292 T2(7Q F:2062921241 � cc� <br /> � ��T ��R �C}��TRU�TI{JN � <br /> � SYM REVISiON BY APPROVED �ATE SYM REVISION BY APPftOVED DATE d�`�� 1 CURRENT REVISION SYMBOI. C3ATE � <br /> � �, M. G�� ACGEPTABI�.IT'( �, <br /> � `� ���s �' r�is ��s��� ��v� oR c+�ECKE �{�TES W2829162 � � � � 5.24.16 <br /> ORIG 40—�2 BIJILDING EXPA�ISlON W2829162 MItA 5.24.16 '�, a� NI , rG' / N <br /> �" �.� . ���, `�' SPECIFICATI(}N IS APPRQVEC} st�E�r' �; <br /> � ��II��I���II��� �� APPRt}VED BY QEPT. C}ATE TITLE �.Q—�� BUI�DING EXPAI�SION r� <br /> cc> <br /> N �� � C`' <br /> C������ <br /> tD - <br /> o Q����G�sT��.�� ���� �ITE 40—YD � <br /> � � APPRC}VED Jo� ��. W2829�62 cot�� N�. � <br /> � �1�2���� `�S I OI1��L ��" APPR(?VED DWG N0. � <br /> CIVIL MA�TER EVERETT, WA �{J—YD—C2B <br />