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HomeMy WebLinkAbout0866.95.805 PLAN ONE - Nr spa rt 04 09 } i oo o .,, PLA -NTWO . PLAN, THR 4, •:pw. vl Nrnr :. , "nrvr .uPInN'ftlnRnll:�Alw i'r.rNp:PN V:"i' V, � � . 19 02 4 00 00 Cp Lo (V ^O enCO ±Cr Cr-,l�OZZ� NN Z �- 0: 0: ct cr < - -- ��� V) V) ZZZ 0000 ©00� 0. 00©O0I F5 g I� I g g L.Jg� o + Vw Q_ I Z L0 (nw? 0 9dow STATE OF ; N AV- f /rHffiilNlNti CERTIFIED BY: DATE DATAVjw "00 Y REVISIONS ENGTH :9' SLOPE :19.95. 121r..RCP LENGTH :'44' SLOPE :0.39% 12in.RCP • 0 OO •-11" lfi U- U DIG LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES THIS PLAN ABOVE �� co 00 .. r` BLINDS +6 ^ U R C'q - F - h 00 v LAJ „NV .,,� 5o� Ct NATURE. THERE MAY ALSO BE OTHER EXISTING ;�, NN,_z � r 0 1 -800- 382 -5544 GROUND EVIDENCE WAS OBSERVED. THE EXACT CALL TOLL FREE .000; 000 1- -800- 428 -5200 0001 1 Y_ LENGTH : �1' FOR CALLS OUTSIDE OF INDIANA SLOPE :0-t17. "' 0C 12in.RCP rn 0C DATUM REV- 00 'X; 810-00 C7 N 00 O �\ N 00 N 00 U FC N 0C ° �° N 00 DO ' N 0C (c N CC °' N OO 00 Y z PROFILE THREE 00 0 NOTES: t. FIELD ADJUSTMENT BY ENGINEER MAY BE REQUIRED AT ALL OUTFALL POINTS TO INSURE PROPER OUTFALL CONDITIONS. 1. ALL STORM DRAINAGE STRUCTURES (IE: MANHOLES, CURB INLETS) SHALL HAVE , POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCH WALLS SHALL BE TROWELED 'SMOOTH AND HAVE A BRUSHED FINISH. 3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS AND PIPE CONNECTIONS WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. 4. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH, 5. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 6. HDPE PIPE MAY BE SUBSTITUTED FOR ALL PIPES SHOWN ON THIS SHEET. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE ABOVE STATED REQUIREMENTS. 'HOLEY sE��r ca..._N DIG LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES THIS PLAN ABOVE �� SHOWN ON ARE BASED UPON BLINDS GROUND EVIDENCE (including, but not limited to, v manholes, inlets, valves, and marks made upon „NV .,,� the ground by others) AND ARE SPECULATIVE IN Ct NATURE. THERE MAY ALSO BE OTHER EXISTING ;�, UNDERGROUND UTILITIES FOR WHICH THERE IS NO � r ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE 1 -800- 382 -5544 GROUND EVIDENCE WAS OBSERVED. THE EXACT CALL TOLL FREE LOCATIONS OF SAID EXISTING UNDERGROUND 1- -800- 428 -5200 UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR e Y_ PRIOR TO ANY AND ALL CONSTRUCTION. FOR CALLS OUTSIDE OF INDIANA 0 v� :v (p �_ "., �� N O 00 �[j ^ " v N `: „NV .,,� �-, Ct N ;�, ,.,� It � r DD .1') "� Cam• r- O x Y_ C, I N C r 0 "' 0C ca x ^ x 00 rn 0C �_ 1 OD 0C 00 'X; C7 C::, N X; C7 N 00 O �\ N 00 N 00 ^ `rte N •c N 0C ° �° N 00 , 00 ' N 0C (c N CC °' N OO 00 ep� x: _ M 00 00 OD 00 00 00 co 00 00 00 CO 00 00 00 00 00 Saw AMW• .00 C. =Y: : I i j TWO 44 J + G -iT^ G +�: SC, PROFILE ONE REVISIONS PAUL I. CRIPE, INC. . LAND SURIVEYING TECH SERVICES CHECK: / 7172 GRAHAM ROAD • ARCHITECTURE INDIANAPOLIS, INDIANA 46250 • LAND PLANNING DATE: 17 ) 842-6777 -r 1! to PROFILE TWO Ca c0 N x (D n S � x n 00 x 00 FO 0C 00 x � .., � 0C x 00 00 00 '. M 00 OC 0 � 0o- 44 J + G -iT^ G +�: SC, PROFILE ONE REVISIONS PAUL I. CRIPE, INC. . LAND SURIVEYING TECH SERVICES CHECK: / 7172 GRAHAM ROAD • ARCHITECTURE INDIANAPOLIS, INDIANA 46250 • LAND PLANNING DATE: 17 ) 842-6777 -r 1! to PROFILE TWO DATE: DRAWING TITLE: 8 -4 -95 STORM PLAN & PROFILE SCALE: HORZ. 1 "- 40' "'�b I VERT. 1 " -4' Zen` O t� N C9 8 M � 00 z 0 SHURGARD STORAGE DWG. TYPE FILE NUMBER SHEET: JOB NUMBER C701 93366-10500