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HomeMy WebLinkAbout72-01 C105 Grading and Drainage0 C) v 0 cii cu C L U_ o� 3 LL") 0 C-) / n o� 3 a / 0 0 / c.o rn co M Y (T7 II 1100131 N (� Benchmark: USC &GS BM X -42 1934 - A standard disc stamped "X -42 1934" set in the SW comer of a 2'x2' concete R.R. semaphone tower based located o the east side of abandoned R.R., +/- 200' north of Main Street, +/- 15' west of centerline of 2nd Ave., +/- 100' south of 1st Street N.W. (1929 Datum) ELE 829.23' ACE TBM #30 - Chiseled "X' set in south side of lightpole base 0 south side o the abandoned Kroger property. ELEV. 834.56' ACE TBM #60 - Chiseled "X" set in north bolt of a fire hydrant 0 southwest corner of Autumn & Crescent Dr. ELEV. 837.09' ACE TBM #61 - Chiseled "X" set in east bolt of a fire hydrant 0 southwest corner of 3rd Ave & Adams. ELEV. 835.12' ACE TBMI62 - Chiseled "X" set in east bolt of a fire hydrant 0 west side of 3 Ave., +/- 600' south of Adams. ELEV. 833.06' L� �_�� IF> 1 - -0_�_ 87 1.0 1 88 Z Li U 3 ik Q) �J � - - - - -- - - - -- e . �s �b �tiJ' W -- . y;3� -- ---- - - - - -- }-�-- - - - - - -- �JI 7 �tx •' E +ISTI G CO 0 BE REPLACED. AUTUMN DRIVE 0 � �- t h STREET ) 3 .35 834.3 tX1. LL l ODD D � 4. C ME `b B,54 833.86 GUT q-)-"D 834.43 ME TIC Q �� 34.94 TIC 835.04 j : 1 TC 4 2 IdJ4.1UML IC' TC �;;' j34.49 715 T - 834.58 TG ) 8 . , TG__ 83 i0. TC �D 834 0 TC 135.3 4 65 TG "- 834.08 GUT D " 833 i3 , 834.00 _ 80 - 831.33 \� 831.60 +- 4C 3.61 ° DU &SE &AE 606 =832.83 TC 6 5 833.5 1 b %�� -Z.217. 833.5f` R 607 ,\p0 ° TC- 832.60 16' OF 1 RCP 3 TC _ 20' .L. 48 OF 12 RCP TC= 831.73 TC� 4.08 TC CD 1.00% 833.58 c 1.00% Co ,^; �° 832.16 ) 834.23 TC 83 .73 1834.2 TC .-- 833.7 833.7 U 83 8 832 4� TC F_ LL1 0° °C R BAG #4 FFE - 834.23 PA' = 833.56 Z N O� O P N Q ZD _ 0�'�$ L. _ 3• 83 .73 1 3E ° S�' /� 10 LTC" z � ' --- - LOT 89 B.L. % 1T Dcvap4ja 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. _ _ __ __- Existing Storm Sewer HOLEY MOLEY SAYS 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO New Storm Sewer "DON'T VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE - ® -- - - - Existing Sanitary Sewer DIG CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF New Sanitary Sewer THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR - - - - -- ()()() Existing ontour BLIND EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR g SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF v I ` v Existing Elevation 0 ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE 000.00 New Pavement Grade PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR 000.00 All Other Finish Grades - - a RESUMED. n J 3. STANDARD SPECIFICATIONS FOR THE CITY OF ME Match Existing Grades CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY oo Storm Structure Number V. SEWER AND STORM SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES 0 Sanitary Structure Number IT'S THE LAW" RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH f CALL 2 WORKING DAYS BEFORE YOU DIG - GRANULAR MATERIAL. Denotes Elevation and 1 -800- 382 -5544 ` 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE 000.0 CALL TOLL FREE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY Approximate Pad Size COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PER INDIANA STATE LAW O EXCAVATE I PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF ' - - - -- Flow Arrow IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND SERVICES. --- - - - - -- 4 Subsurface Drain LOCATION SERVICE TWO (2) WORKING 6. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" r ••• _ Swale (10 rd DAYS BEFORE COMMENCING WORK. ASSUMED NORTH THICK AND 4' IN WIDTH. Water Main SCALE: 1"=20' 7. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. Existing Trees SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN - G Existing Gas Main EXPANSION JOINTS, CONTRACTION JOINTS AND - r 1 -1 Existing Telephone PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH - w _ w Existing Water Main A CONTRACTION JOINT EVERY 20' OR LESS. g 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION IV Existing Flow line CONF RM TO APPLICABLE LOCAL AND STATE STANDARDS. - - -: ? - Existing Overhead Utilities 9. ALL C NSTRUCTION ACTIVITY ON THIS S TE TO BE - c - C - Existing Traffic Signal Conduit PERF RMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STAN ARDS FOR WORKER SAFETY. 10. CONT ACTOR SHALL MINIMIZE DAMAGE 0 EXISTING TREES. 11. REMO AND BACKFILL ALL AREAS WHE E ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. AL FIELD TILES 0 1 �_.) �,� O I �� ) O I (_� it �� (j 1 > INTERCEPTED Tp ELPFFRPET TED INT STORM E R SYSTEM OR LAKE -, E SU� �N`TRACT R SHALL NOTIFY1 IN WRITI G THE OWNER AND THE ENGINEE IN ANY CIRC MSTANCES WHERE THIS CANNOT E ACCOMPLISHED. 12. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERC NT OF THE MAXIMUM DRY DENSI Y (ASTM D- 1557). FILL UNDER THE FOOTING SHALL BE COMPA TED TO AT LEAST 95 PERC NT OF THE MAXIMUM DRY DENSI Y (ASTM D- 1557). CL 1.� 7 C d, L C�� ` < `D 4>?� ­z, a � Z Q w Q - -- tx -- ti • -' , 2 I 67 TC ME TC 634.36 8 ME -TC- --- --- M T 63a.1s ME TC `11 834.07 TIC i 'BLDG #5 FFE= 833.13 PAD = 831.80 tX. U_ Ill LINE __ __ ----z - -- - - -EX: 8" WATER LINE__ - - - fx - - - - --------- - - - - -- - -- - -_ _ . 5 T 1' -- a -)1 - ,�,,, PROPOSED 20 D &S€ ` - - -- - - , • 4.10 TGLl; \ - � > 1 C - Lj - - 833.58. __ 0 8 3.21 j` - - Z -- - - - �' -- - 833.18 TC -L ° DU &� &AE - - 1.00% LO - 832.68 .30 r 833.40 7 20 B.L. o \ 832.96 TC 833.00 TC 832.46 C:) 8 .04 TIC ' U TC / ,Vc� c) I L�J 832 55 5.00q° 8 3.4 TC 8 2.54 832.16 TC }- i ti W 832.90 832.80 2.94 TC �, 831.66 "- 4 832.87 TC 832.44 I _ - j 83 T 2.37 833.40 TC 831.00 . - U-1 6 2.40 y -- WE TL A( D TC 83C 832.47 832 8 �o 832.00/' NOT TO BE D STURBED \ z �3.50TC i � 833.00 / 832.75 TC U 832.25 F- /i Q / 83 .00 }I Z F- h O 83 0p 0"Y�� U -- 3 - -- _ - - -- �1 ' _ 56' OF TC= 1.8 __ i0 a BLDG #6 �b - -} `z' - -a -- 2.4 . B.L. ,� o O / w �_ - / FFE = 833.66 LL Ill -- _ -w- S <b� y ! VDU &SE O c c -�- _� -�- cosi 496 PAD =832.3 832.80 TC 1 ` TC TC 831._ __ _ C_y' O ^ . 831.65 GUT I J �� TU 31.33 _ ROp ' Q 47 5 TC 831.16 - 7 �� • cow _ Q . 0 w CURB INLET _- - `<b_ -, A LIIV ? Z' F 8" PVC Tf?AFFIC MANf-IOLF 8 TC __ TOP OF CURB4� 2` P - ` 83o.5s cur O - -- l Ctj - TC 83116 ,- 1 fY o S. INV. ( }� • . 829:4 1 `� (f 1 f� C��' TI C) �1 �o J CURB INLET _ c __,_ 0 R) O ''�' TOP OF CURB = 831.03 TC 83L3s j -V- __ �� ,' C) -- - S. INV. (1> ?)= 828.38 -y. z 3 co X C G�D W � 1?� � - -- � 1 TC 831.so w j cK #� - Tc= 832.80 .. 8 DU &SE A T'RdPpSED 12' DU &SE _ ` _41 - 1 - - - ' - - �O id- - L)' - - TC 832.40 T � � ----- W T E c - -- - - -- - - - -- -- C _ C� - -- ��U �ti� TC 832.46 „ JAL � I I p,�1/�fJf�l �� (b ) t I 1C -� O k� U <) CITY CENTER DR - "--- -- 141720 - �- _ - - -____ CJ a 0 V) s w N\ z� _o N w w0O \\\�aa�a�uu m n nuupni�i /i ti' ` �,ISTERF•• ' c No. 9800085 y STATE OF %�F 7 , /ONAL DATE: 0/ THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT 1 -0 BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2001) f4 l67$ Schneider THE SCHNEIDER CORPORATION 12821 E. New e Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: ­z, a � Z Q w Q DATE: PROJECT NO.: