Laserfiche WebLink
NOTES: <br /> 1. LENGTH OF STORM SEWER IS FROM THE CENTER OF STRUCTURE TO CENTER T o <br /> OF STRUCTURE AND INCLUDES ALL FITTINGS,TEES OR WYE'S 1 / ; <br /> s "> <br /> ` LO JT pN !! '�i I 2. LENGTH OF SANITARY SEWER IS FROM THE CENTER OF STRUCTURE TO w w a <br /> r tr c"Ip,D D 3 5p CENTER OF STRUCTURE AND INCLUDES ALL FITTINGS.TEES,OR WYE'S W W <br /> M 3. CLEANOUTS SHALL BE INSTALLED ON ALL DRAIN LINES WITHIN s FT OF THE <br /> _ _= �K _ <br /> 9'OS'46" E + _�,_ r--- BUILDING OR IN CHANGES OF DIRECTION GREATER THAN 45 DEGREES <br /> + `\ j9 <br /> `,�q^ \ _ /'f 4 �,�( I WIIERIiTEE'S AND WYE'S ARE USED THE CLEANOUT SHALL BE PLACED <br /> 608.23' f0 ',`3 ~`� \ 1 UPSTREAM OF THE PROPOSED FITTING o 0 0 <br /> 345.00 I 30 <br /> D : r "' '"` 8• 4. CONTRACTOR SHALL REFERENCE THE MEP PLANS FOR ALL PROPOSED ?a? <br /> N 1. 8•� ,~ _� �� / �' „ i ( UTILITIES ENTERING/LEAVINGTHE BUILDING PRIOR TO THEIR INSTALLATION <br /> ___ -_---- - -- - --- S HAVE NOT BEEN COMPLETED <br /> —- ----••---"""' �'- �� _. ��,��___ ___---_ _____ t---___ _%_ -______ 1 t O I <br /> SINCE FINAL COORDINATION OF UTILITIES . <br /> 5 ALL UTILITY CONNECTIONS WITH THE <br /> S�f EVE I APPROPRIATE UTILITY PROVIDER <br /> _ GREEN COU T 6 SHALL BE MADE USING <br /> I <br /> 'I I PROPOSED DOWNSPOUT CONNECTION SHAL <br /> PREFABRICATED DOWNSPOUT ADAPTERS <br /> 29.0 I 3[+QQ I 7. PROPOSED RIMS AND INVERTS WILL BE FURTHER REFINED DURING FINAL <br /> 320' h I SITE PLAN PREPARATION. <br /> 010 <br /> i 1 <br /> �� I •+ I <br /> i — 3 <br /> ISANITARP[1S <br /> PROPOSED RC1ED rS�flRM""" •I I I <br /> PROPOSED S•�ORM •1:.1' •••'''''' ' j SEVER, 6' INUT 20 1 <br /> MANH� 19 2 y11?�_ L <br /> _ '.... .....................+-•-+ RI, 673.00 I 1 { <br /> ORIMS 6 3A0 - ! I11J� 669.42 <br /> INV- -172 t ' <br /> 28' OF12' 82.0 <br /> / 11 I, 11-- © I -a'a o <br /> J E%ISTD4Ci i © <br /> I 1'3 6 CONNECT I '�•. I TP <br /> OP <br /> D SEVER TO 1 I ? m <br /> INVERT Ar LEGEND w =� <br /> CONNECT 667.86IF••• •••••• P OPO ED <br /> '' �r+=.-w�: -•• •.�0 -.-.-.-.•• ,t.1..�1- - s-a-�-s I - - <br /> REPLACE EXISTING CLEANOUT <br /> A. EXISTING STORM SEWER <br /> MANHOLE 18 CASTIN <br /> + WITH TY 1 ELL D WATER LoT I ---.,•-„ EXISTING SANITARY SEWER ,.N <br /> +" I RIM- 673M SERVICE, 8' - ci <br /> • INV- 667.63 1 <br /> PROPOSED BUILDIN ^( �. e u <br /> I O EXISTING WATER LINE ?- u <br /> EIa ING FINISHED FLOOR 674-50 1 ® I d I _T_ EXISTING TELEPHONE LINE <br /> E 17 •13.758.77 SF <br /> 217' 671.25 8 s o 3 <br /> .•1• 6 � i w EXISTING FIRE HYDRANT Z�i <br /> INV<W,EA 66628 1 m <br /> -______- EXISTING GAS LINE <br /> (c) - I -- I I O EXISTING MANHOLE <br /> N .•.••'•• 1 - I - EXISTING INLET 1`--la <br /> O •• . . . .•.•.•. . . . -. ..w. PROPOSED E I s <br /> PR -t •z•. ••+r`1• -Ir�iz�r4��=! • r -�3�'£ �• z�z�-��=f-���z'. . CLEANDl1T 1 1 I E— PROPOSED ELECTRIC a yea <br /> CLEANOUT 1.Q�.1,I m <br /> II 1 I PROPOSED STORM SEWER ``(�r�Otlo <br /> .,,1 / L� ♦ i I ! PROPOSED UNDERDRAIN <br /> PROPOSED SANITARY SEWER <br /> 1 <br /> PROPOSED STORMg 3 --- PROPOSED WATER LINE SA <br /> IN22 i U°a ° <br /> 7. IST G STORM N SED21TORM 4Y. +-.-+-.-+_+-+ r+ r.-+-+-�'"+-� INV- 670.00 -------- PROPOSED GAS LINE <br /> Ly <br /> } R 673.50 4 !{M� 673.500�.=+- _ I PROPOSED AERIAL ELECTRIC <br /> A0 Vi 669.20_.-._rr+- ►• I <br /> 1 �_ •F € -t PROPOSED POWER POLE <br /> .�-w_' ."'_ •�• __ rte. �1 �8(, © •K• I ""���,,,'C(i/H'' <br /> '1' ! PROPOSED MANHOLE <br /> t•. . . . . . . . . . . . . . . . . . . '•••••'.• .•I• I PROPOSED INLET rnnauso33ve <br /> • • '�f • • PROPOSED DOWNSPOUT ,-,�5�/�E�',.°• <br /> O PROPOSED CLEANOUT <br /> EXP.11/30/15 <br /> STANDARD DUTY PAVEMENT(SEE DETAILS) <br /> �.. <br /> --- I HEAVY DUTY PAVEMENT(SEE DETAILS) Z <br /> Z QOw� <br /> + I DRIVEWAY PAVEMENT a- tn LU O K <br /> (f 344.60 L J Y W <br /> I 'F TRUNCATED DOMES/DETECTABLE WARNINGSQ Z Q <br /> S 89.04'14" W J 0 2 W, <br /> 608.79'M, 608.73'.` = PROPOSED LIGHTS 0 Z Q LO <br /> O Ln <br /> OW <br /> PARKING SPACE COUNTS (J � <br /> ANK N c so. <br /> Proles[no. <br /> 6374 <br />