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HomeMy WebLinkAbout1213.97.2r s S -TC = 885.44 1 12" INV = 882.56 14_INV = 883.85 CONC. 12" INV = 882.17 - - - -- 4' INV = 880.46 - - - - - -- ' SAN. MH. #3 • TC - 885.9± ME 1 - - - -- INV. W = 875.95 - - -- 1 ------------ -___ -- INV. E - 875.85 / 1 ' 6, - -------------- --- -- --- -------- EXIST. GAS LINE , 1 o _ _ S ��' -8,54 `---- - - - - -- -- - - - - ------------- --- - - - - -- • SAN, MH 4 '- - E 1 - - 21.82' 11-- - - - - -- ` vt TC =885.71 ME - - ° - - -- ;--------- - - - - -- ` ' ' c�C ` ,j INV. E =876.55 M _ �'_- T -_ 1 0: - - - - -- --- - - - - -y - -- = 882.00 15" INV SAN. MH. 2 �-' w- - PPEUNE E ,, e �:< r �1 '� 1 1 `° -Jam. TC = 884.1f ME ARNINGI - =s 4- 7�"'_ =-� -- - --I_- 1 /� - -�-- tl �� ` �Z `` -_ INV. W = 874.70 1 INV. SE - 874.60 EX. N_ 1 C `�8 .53 I 1 1 1 1 1 \ \I \` TC = 885.39 4" INV 883 1 56 TC 885. 1 `■_ � \;::: , � �I I 12" INV- 882.49 - .39 -12__��_ 12" INV_ 882.08 -N =-------===-===- = - = = == - - - - -- ■ a ow 4" INV 883.69 1 ( 1 I 1 i4c± OFJ08"PVC _�_ -\ -- - -1- -- - - - -1- N ' - =Q 00 .42X i 1 1 I \I SANITARY MANHOL - - - - -- �'� - .a + 1 �- 1 TC = 886 10 _ _____ �` - - - -- _ ° °o °° ° $ INV = 875.70 - ; - - - - -- - - -- - '° .° a - - ,� 1 ` •�� 18 .} 15"`RW- 03 10' E06E0� I II< / { M � 1 � -� 1� � \I 1 � 3 �.�C' CONC C17R8 - - - -- 12" INV = 882. `` p ` `` �_� SAN, MH. 1111 - PAVEMENT_ ' I i 1, �- - L `� ,ti� ° TC = 884.01 M� II 1 274± OF 8"PVC f ° °o°�d ; 10 I I 1 ° INV. NW = 874.14 1PROPEI?TYLlIIIE) 1 z►�� 70' 1 i 1 , 1`O O 0.429. /''� 18 �, `\ ' W INV. S = 874.04 EP 886.5 - J _ }I I .� 4 ---- - - - - -- ' �`� _ N 89'33'00" E 132.00'- - - -w�- - 1, i' I 1 887. l6 } t �`� ..' \L 77 II ,' 1 24'± OF 8"PVC LEAN UT 4 j i 18 ° ° % TOP 0 ®LIFT2X 1 -� -------------- - - - - -- 15:'B L� 886 5 _ J' \ i EXIST 1Y HDPE I / ��` IN 05 109 ± OF 8"IPVC x x ___ 1 1 1 a 1 EXIST, PVC SAN. O 0.429: c - -- TATION 8 885.24 \ 1 _� -EB BOTTOM 870.04 -x -- 8 " -W INV = 873.94 +� 6E ( ; �,� g7� ]� J ` -� 1 1 I ` BLOCK & METAL 1 1 BLDG. LATERAL 1 " IAILET TM �Ae 1 � I I BUILDING 1 3"-S INV = 881.6? b� j 20 _ ► i F.F.E = 887.20 �1 ' i I ii NEW INV, N. = 874.94 1 �� TOR 884.85 1 I ` / x j 1 x PROAER7W 0 ^. I CLEAN OUT 1 I 11 N 1 19 I 11 . ► �` 1 1 CLEAN OUT 1 4 20 i t I EA INLET 1 /NV - 882.25 I T _ 836.53 I I 184.13 Ns 60• - I _ 1 XIST 12" HDPE 1 SEE SHT. C -4 FOR PROPOSED NEW VALVE PROPOSED LIFT VAULT. SEE SHT. C -4 IP 2 STATION REVISIONS 1 ` ' PROPOSED 6A BUILLIING w/ METAL I / �y 1 _� l I� SIDING N I / /ter . I I 887 /6 1 t 1 888 - - - _ F F E 1 = 888 83 12 ° / u11 70' 1 I . 5ERV/CE L 2, 1636 END: STIR. NO. EXISTING STORM SEWER CASTING TYPE -- ---- -- ---- -» EXISTING GAS LINE G EXISTING WATER LINE W EXISTING UNDERGROUND TELEPHONE T EXISTING SPOT ELEVATION T.O.C. EXISTING CONTOUR ----- 886 ------- PROPOSED CONTOUR -- lu.1. PROPOSED SANITARY SEWER /// PROPOSED STORM SEWER HDPE PROPOSED UNDERGROUND ELECTRICAL SERVICE UE PROPOSED UNDERGROUND TELEPHONE SERVICE UT PROPOSED WATER LINE W PROPOSED GAS SERVICE - - - - - - - PROPOSED STORM PUMP DISCHARGE PD 4 :1 V -DITCH SWALE ' ' ' SWALE IN PAVEMENT - - - MATCH EXISTING ELEVATION /FLOWLINE/TOP OF CURB ME /F/TOC PROPOSED SPOT ELEVATION (ADD 800') END SECTION REOID SILT FENCE EROSION PROTECTION S STRAW BALE DAM EROSION PROTECTION 90 SILT FENCE INLET EROSION PROTECTION IP 85.18 82.08 PROPOSED STANDARD DUTY ASPHALT PAVEMENT 0.5 PROPOSED HEAVY DUTY ASPHALT PAVEMENT _ INSIDE THE HAMILTON CO. R/W INLET TYPE 'A' CONCRETE PAVEMENT 'L: ,I k �1 I - -+_ 1 1 9 1 �� 1 f GENERAL NOTES: 1 EP 8" 94") - ` 1 179.1 I- 1 �- I A. THIS CONTRACTOR SHALL ACCEPT THE SITE AS HE FINDS / - J00 aDL - J 1--- I IT AND SHALL MAKE ROUGH AND /OR FINISHED GRADING ��- - 16.4' I 0' 1 ADJUSTMENTS AS NECESSARY TO SUIT FINAL CONDITIONS PROPO D dUILO/NG 1 o ' ` --- I I- �� SHOWN HEREON. ,1-' _ `- - � � � 12 TO DE 3 FROM EXl5 T/NG 14 � � z PROP I EGA 1 B. TREES STUMPS BRUSH AND DEBRIS SHALL BE REMOVED q /��/ 1 i� I DUILD/NG / '`I M l _ [JuILD�! 7t„� I / 1 \ - 21 T BRICK do FRAME � ( 1 1� /� \, - - - _ . . I FF =887001 , ` ; ;I .g - I BUILDING 1� A' - 4 GRADING. CONTRACTOR (UNLESS OTHERWISE NOTED) BEFORE u I -1 �•�- L- -36.3 - L. - 5 q 7 _s 140r� � 21-, C. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR - 1 TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING _ � PROPOSED WATER -'-� �� y EP 9 t BLOCK UILp'NG ^I // i i EXIST 12" HDPE TO HIS PHASE OF THE WORK, IT SHALL ALSO BE THE 8". F.F.E.` 987.47 ry / 1 1 1 5ERWCE 1 `\ ' 1 8 CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNER CONTRAC 0 i 1 pl -�N 10. ; N I I \ I �. -' - '��:-- �J �,�-�> ��----- ^.\ OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. O) �� 9 _ 6 "' 6 8' r- 1 I 1 a v ` 1 , `� / `� , THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS J 1 1 1 1 �' .''� �`� �� / �// `' OR ENGINEERS OF ANY CHANGES, ERRORS OR OMISSIONS 0 r -- 887 i i 1 1' ' �� N I �� ,'� ,'� i FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK ' IS STARTED OR RESUMED. 5' CA.5 95/ 1 s I ��` -.� 11 D. NO ROOF DRAINS, FOOTING DRAINS AND /OR SURFACE E7YGRE5g , 886 38 ' _ _ _ _ _ _ EA 56" T 8881 I i __ -- _- _ - -- - -- s' 1 1 _ I ` __ DI - ------- - - - - -' WATER RAIN MAY E CONNECTED 3 I _ _1(i�1 K \ I ++ `- '_ �� _ E DRAINS B TO THE SANITARY 886 HAND /CAP 1 3 f IE = 881.8 I _ 1 \\\` --�- ,,� DURING CONSTRUCTION. INCLUDING TEMPORARY CONNECTIONS 1 1 Df 88(a3 11 PAIOUN6 5/GN }., �' _ - -� - - _ \ 1 _ aD 1 O PROPOSED EZEC /C s �. - 1 - - _- _ _ I ` "' N TRAFFIC WILL A N P �� - 1 9 AND TELEPHOwE I ; ` � 1 � - _� _ _ 884 - ,, - 1 � E. 0 C LL BE ALLOWED 0 PREPARED SUBGRADE 5ERVlCE ( 1 1 _ - - - -_$ � -6 - / 1 `�` 11 t � - `\i i 1` PRIOR TO PAVING. EP 986, 9 1 w. / 1 , i- fi RELOCATE / I �� 1 `�I -t `1� �� I. 1 ' F. ALL PIPE OR DRAINAGE STRUCTURES IN TRENCHES UNDER 1 I �� I� 3 CE • O/ l SP CE ` 9 1 EX. TELEPHONE : 1 `�. �' �\ `� j i _ ' PAVED SURFACE SHALL BE BACKFILLED WITH GRANULAR �' 1 1 r♦\ 1 \ 1 1 �\ DETENTION AREA 1 MATERIAL AND COMPACTED BY APPROVED METHODS. 5 tic- A POSED NEW ; 1 1.\ 1, .\ 1 1 `� I OPRM091EDGA5 ''�� =Opo.'TER 6 11 INLET 1rM A___ - - -STORM -WATER 1 \ 1 i i `� �- �i G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING 9ERV7CE �` _ 8� 8' 886' 885.78 i1 TOR _ �!� DETENTION POND � 1 .\ 1\ _ i - � 11 / ALL STATE, CITY, AND COUNTY PERMITS AND PAYING ALL T TC 886 TC 88613 1 ' t TC 886.84 / i �� 1 ` i AREA 1 ' COST THEREOF, � � r „. � � / .: DETENTION AR / �� DC 88fa3 -- -- of 885. DC 885 -- - 45' R DETENTION AREA ,� �,' `�\ H. EXISTING UTILITIES ARE SHOWN APPROXIMATE ONLY. TC 88fa 1 CONTRACTOR SHALL VERIFY LOCATION SIZE MATERIAL �,� DC .77 `�\ 5P 5 .23 � _ , ,'' i' �� \ DEPTH WITH RESPECTIVE OWNERS AND SHALL E 882.79 j _ E_" ------- - - - - -- _ AND E -` - ` ' _ � � I •0 •� - - - - - -w - � - S SF ••'� �: 1 �� i / /------- - - - - -- - ,-`- '------ ___ - -- �_______- --- -- ;____ -- PROTECT THE UTILITIES AT ALL TIMES. • • ... ... -� r �.- _ - - - - - - _ _ - - w ?cu�.� ,% - - - --- I GRADE BETWEEN FINISH ELEVATIONS AND CONTOURS SHOWN ' ' , c� 1 E .58 - - - - -, - _ G =� � -� - - -- - - --G= - - - 1- G � - - -';� _ ', �'' ,� AND THOSE EXISTING ELEVATIONS, CONTOURS OR PAVING �^,-MLMK� • -� G 1- - - - - -- AG - G - 0 ' SLOPE .IIQX _ G - - + - WHICH ARE TO REMAIN UNDISTURBED, IN SMOOTH PARAROL!C I ° -�,�`� '� `� - N - - I-- - - - - - - - -- �.' CURVES. PROVIDE SMOOTH TRANSITIONS FROM NEW GRADES _______ - -A__ ` 0 EXISTING GRADES AT POINT OF JOINING. - - - - - _IMO = $8�_5� _,',�._ ------ 1 \` -- I'� T r-+ M THE TOPOGRAPHIC BOUNDARY AND UTILITY SURVEY J, MATCH THE LEVELS OF NEW PAVING TO THOSE OF EXISTING ---- +�' - - -- _ _ -- ----- �-�---- - - - -y- N S WAS T TC 88� �.. IE =881.25 EXIST INV. =881.21 0 THIS SHEET PROVIDED BY HE OWNER. PAVINGS AT POINTS WHERE THEY MUST JOIN UNLESS OTHERWISE 6C 88*. M 57R NO. 3 1, ( AMERICAN CONSULTING ENGINEERS HAS NOT VERIFIED SHOWN. MINOR ADJUSTMENTS MAY BE MADE TO FINISH �` MFT _ _ _ _ _ THIS INFORMATION. ELEVATIONS SHOWN AS REQUIRED TO ACCOMPLISH SUCH 57R NO. 5 16 S 89'33'00" W 1 2.00' 0 Tae =' /8 - S 89'33'00" W 2 91.30' MATCHING. ----------------- - - - - -- -- - - - - -- - - - - -- -- - - - - -- -- - ----- - - -- -- T---- ------ - - ---i K. THE CONTRACTOR SHALL INSTALL AND/OR CAUSE TO BE CURD TUJO^I4.2 CURD 7vierloUT �\ � ELEV, =884.28 ELEV, - 884.20 iv T,B.M. P.K. NAIL 10 PROPOSED ENLARGED DETENTION ELEV = 884.07 AREA - NORMAL POOL - 881.80' 100YR 883.30 - BOTTOM ELEVATION = 877.80' "Holey Moley" soys DON'T DIG BLIND" Gu ""y rpro" nomy - 7AY To ePY 1 -eoo I -em sum 00~ ov"Am 011MMM PER INDIANA STATE LAW IS- 69 -199L, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ' DWGFXE: C \97\571 \97571SP1 PLOT SCALE: 1:30.000 PLOT ORIGIN. 21.41.0.00 SIMICHK: EDIT DATE; 09/15/97 EDITED By, - S29 BEEHIVE INLET TC 882.12 INV = 880.67 PLAN NOTES: O1 FIELD VERIFY LOCATION, DEPTH, CONDITION, MATERIAL. ETC. OF END OF EXISTING STORM PIPE. CONNECT TO END OF PIPE WITH LEAK TIGHT JOINT AND EXTEND NEW PIPE AT SAME LINE AND GRADE AS EXISTING PIPE OVER TO THE PROPOSED NEW INLET NO. 4. O CUT DOWN THE TOP OF THIS EXISTING INLET STRUCTURE OR REPLACE STRUCTURE AND SET NEW TOP OF CASTWG ELEVATION AT 886.15'. O3 PROPOSED NEW 6" SANITAFY BUILDING LATERAL SEWER. PIPE SHALL BE PVC. ASTM D -3034, SOR 35. MINIMUM GRADE SHALL BE 1.00X. SEE ATTACHED SANITARY SEWER SPECIFICATIONS. O4 CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DEPTH, SIZE, MATERIAL AND CONDITION OF THE EXISTING SANITARY BUILDING LATERAL COMING FROM THE EXISTING 'OFFICE' BUILDING AND COMING FROM THE EXISTING "HOUSE." HE SHALL COLLECT THESE TWO UNES AND CONFIGURE THE PROPOSED NEW LATERAL, STARTING WITH A CLEANOUT TO CONVEY THE WASTE WATER TO THE PROPOSED NEW 8" F9BLIC SEINER AS SHOWN, REPAIR THE EXISTING ASPHALT PAVEMENT IN KIND. O5 ABANDON THE EXISTING SE;'TIC TANK AT THIS LOCATION(S) BY BREAKING THE TOP AND FILLING THE STRU�'TURE WITH CLEAN FILL. STORM SEWER - STRUCTURE DATA TABLE STIR. NO. STRUCTURE TYPE CASTING TYPE PIPE ELEVATIONS GRADE X) CONNECT TO STRUCT. REMARKS L.F. SIZE TYPE T.O.C. UPSTM DNSTM 1 INLET TYPE 'A' - 65 12 HDPE 84.85 84.55 84.13 0.65 EXISTING - 2 PIPE - 120 12 HDPE - 84,13 81.85 1.90 POND END SECTION REOID 3 INLET TYPE 'A' - 90 12 HDPE 85.18 82.08 81.63 0.5 4 _ 4 INLET TYPE 'A' - 65 15 HOPE 85.03 81.63 881.30 0.5 POND END SECTION REOD 5 PIPE - 58 15 CMP - 82.79 82.56 0.36 - END SECTION REOD 8 - - - - - - - - - - 190E © CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE EXISTING WATER SERVICE TO THE EXISTING BUILDING AND CAP THE SERVICE. HE SHALL THEN EXTEND A 1' COPPER LINE FROM THE EXISTING SERVICE LINE TO THE NEW BUILDING. COMPLETE SERVICE WITH 3/4" METER AND METER BOX AS REQUIRED. O7 FIELD VERIFY LOCATION OF EXISTING GAS SERVICE AND CAP AT A LOCAT1011 WHERE THE SERVICE WILL BE PROTECTED FROM THE DETENTION AREA EXCAVATION. ® PROVIDE NEW GAS SERVICE AND GAS METER PER THE REQUIREMENTS OF THE UTILITY COMPANY, O9 PROVIDE NEW ELECTRICAL SERVICE FROM POLE MOUNTED TRANSFORMERS. PROVIDE NEW TELEPHONE SERVICE FROM POLE. ALL WORK IN ACCORDANCE WITH THE RESPECTIVE UTILITY COMPANY REQUIREMENTS. 10 CONCRETE CHAIR BACK CURB. SEE DETAIL. 11 CONCRETE SIDEWALK. SEE DETAIL. THIS PLAN IS REVISION NUMBER 4 TO THE EXISTING STRUCTURE TO BE REMOVED. INSTALLED ALL EXTERIOR UTILITIES AND SHALL PAY ALL ORIGINAL PLAN PREPARED BY jOHN OBERUES DRAWN BY: COSTS AND FEES NOT BORNE BY THE LOCAL UTILITIES. CONSULTING ENGINEERS, INC. DATED 6/24 /97. FINAL EXACT LOCATION SHALL FIELD SET TO INSURE DRAINAGE, PROVIDE WITH ALL AS NECESSARY TO PROVIDE COMPLETE NEW UTILITY CUT -IN CONNECTION FOR NEW FEED TO EXISTING GAS SERVICE. SERVICES AS PER THE REQUIREMENTS AND STANDARDS OF THE RESPECTIVE UTILITY COMPANIES. FLOWLINE. L. WHERE WATER LINES AND SANITARY SEWERS CROSS AND WATER LINES CANNOT BE PLACED ABOVE THE SEWER RAISE THE HEIGHT OF THE STRUCTURE AND PROVIDE A NEW FRAME AND GATE WITH A MINIMUM OF 18 INCHES VERTICAL CLEARANCE, THE AS DETAILED WITH A TOP OF CASTING ELEVATION OF 885.60'. CAREFULLY SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE CAST IRON PIPE WITH MECHANICAL JOINTS WITHIN 10 FEET " OF THE WATER LINE. INLET, M, SEE ARCHITECTURAL FOUNDATION PLANS FOR ACTUAL BUILDING PPPAqnr- WHITE PAJNT-EB ARROWS AN9 SIGNAGE ON PAYEMENT WITH APPROPRIATE USEB FOR PARKING LeT STRIPPING. DIMENSIONS. O' 30' (LO` N, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED FOR EROSION PROTECTION IN ACCORDANCE WITH THE ©4 SCHEDULE AND RATE INFORMATION DETAILED. SCALE. 1 � -30' 0. ALL FINISHED AREAS WITH A SLOPE GREATER THAN 10% SHALL BE C OF COMPACTED ISHC #53'S OVER COMPACTED SUBGRADE. SHALL BE PROVIDED WITH AN EROSION CONTROL BLANKET AS DETAILED. 12 EXISTING STRUCTURE TO BE REMOVED. 20 PROVIDE CURB TJRNOUT FOR DRAINAGE FROM STREET PAVEMENT, SEE DETAIL. DRAWN BY: D.E.D. CHK'D BY: FINAL EXACT LOCATION SHALL FIELD SET TO INSURE DRAINAGE, PROVIDE WITH 13 CUT -IN CONNECTION FOR NEW FEED TO EXISTING GAS SERVICE. 2 FT. WIDE RIP --RAP (4 " -6" PIECES) DOWN TO EXISTING DRAINAGE SWALE FLOWLINE. 14 REMOVE THE EXISTING CAST IRON FRAME AND GRATE FROM THIS STRUCTURE. RAISE THE HEIGHT OF THE STRUCTURE AND PROVIDE A NEW FRAME AND GATE AS DETAILED WITH A TOP OF CASTING ELEVATION OF 885.60'. CAREFULLY ADJUST DRAINAGE OF THE NEARBY PAVED AND UNPAVED AREAS TO DRAIN TO THIS " INLET, "d u , -!^N R6 25 24")(39!). SIGNS ARE TO BE MOUNTE PPPAqnr- WHITE PAJNT-EB ARROWS AN9 SIGNAGE ON PAYEMENT WITH APPROPRIATE USEB FOR PARKING LeT STRIPPING. N A E,_,tvAmZEB STEEL SION Pet:E IN AeeeRBANeE WITH HAMIL7 f -- 16 REMOVE THE EXISTING CULVERT, ©4 PROVIDE 10 FT. WIDE CRUSHED STONE ACCESS DRIVE TO LIFT STATION, DRIVE K� TRuei( RAMP STORM INLET AND qtjmP Pump. SEE AReHIfEeT-URAI: . SHALL BE C OF COMPACTED ISHC #53'S OVER COMPACTED SUBGRADE. 18 SEE ATTACHED SPECIFICATIONS FOR SANITARY SEWER MATERIALS AND CONSTRUCTION. 19 ABANDON EXISTING SANITARY SEWER AFTER NEW SEWER IS ACCEPTED. FILL IN ABANDONED STRUCTURES WITH CLEAN FILL. SALVAGE MANHOLE CASTING TO OWNER'S INVENTORY. DATE: 09 /12/9 7 SCALE: I' = 30' DRAWN BY: D.E.D. CHK'D BY: J.A.C. JOB NO. 97 -571 SHEET NO. ;� 5