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HomeMy WebLinkAbout03070151.6«=�h 'o , F �•. bs ry0��ry /ryO��E ry� GENERAL- NOTES ' .a / h �'y \ Ras ti 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING CURB ARE TO THE FACE OF CURB. 2*0' ti E ,B 602 �S'B \ \ 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR LB -J 0 ,Sl TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF 1 ! Ras' \ \ ^' EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR X05* A �V6 ° SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF 1 3 RQA \ S3' ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS EX/ ! S F \ \ OS �Y Ra.s Q l �Q OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. rt / R R4.5 c�, QF %� \ \ \ Boos GOVERNING AUTHORITIES. \ / 0 3. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL Sv ell, 9 , F ke// '' \ \ 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO I \ / 708 ?o 8j2S s CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. n o � \ o. /' V (; \ \ 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED H IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR / 1s C'T R5.0' WORKER SAFETY. .. � e h \ i 4 '3 \ / 6. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF 1iR1 CQ 9 O o 16 \ 3 °J J R4.5' Bo.BoeO \\ / BUILDING FOUNDATION WALL. �'� �•' soeo, SEE DENTAL OF FIC PLANS t2•0' ^ / , s e / 7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. B-5 FOR ENTRY ROAD L / 8. SERVICE WALKS SHALL BE REINFORCED CONCRETE 4" CONTINUATION. /zJ's' h D •' o ,16 a R4s'1O^' 0� 4- L THICK AND WIDTH AS INDICATED ON PLANS. RC'a®r7s, / o R�5 o son n a 7 R4.5' 'ka . 16 s // 9. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS ols� ��� h ,o ` RAI 5' AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE p 7 s R4s' 7 or Ra. /� T Y A BETWEEN EXPANSION JOINTS. CONTRACTION R4 •• ,? 0 BE EQUALLY SPACED 5 g• L Ra,S � _ R, �o � s• � � 6S � � JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR 2 o s rya s° K / t✓ F LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 704 ~^��® P °� - L ?a / R4.5' L ,sOL/�� AND DESCRIPTION 9/1V sv / RI. S' ,051 9, '�' 171 A 4.5(FF ,SO 2 / -T 1 v(' �'(/� A part of Northwest Quarter of Section 26, Township 18 North, Range 3 �1 RG L c� R , ,� ®orr . '�•:: L o _ �/ �� East, Second Principal Meridian, Clay Township, Hamilton County, Indiana, being more particularly described as follows: R12.0' l` ^O�{'Fi 'R5.V � y0r at l• ' V V T 'd J _ / l I / Section 26;1COMMENCING on an h assumed bearing of Northwest 88Qdegrees 29 old /' o ST7Q�/�' ^ Q �.- % / minutes 07 seconds West along the south line of said Northwest Quarter a R5 ry ho "Y(IJCO R45 �/� �� distance of 1125.87 to the POINT OF BEGINNING; thence continuing South 88 degrees 29 minutes 07 seconds West alongsaid south line o distance t6 R4.5' 9 ?X of 243.05 feet; thence North 01 degrees 30 minutes 53 seconds West a S-2 4Z/ _ w 1 ?i A R4.5 F :�� �' _ / `L� distance of 45.00 feet to the southeast corner of Lot 2 of The Parks at J `o Springmill, recorded in Plat Cabinet 2, Slide 341 in the Office of the �/Q o so A so. L Q ��^ �` �' // % Recorder of Hamilton County, Indiana, said point being on o non -tangent 0 �1-41 ^o/ /ice �pGP curve to the right, the radius point of which bears South 75 degrees 38 Ras 1s „ 0 h �}. / minutes 30 seconds East a distance of 3036.83 feet; thence northeasterly I ' / QQ� along said curve and along the east line of said lot and along the Y R5.0' R4S' I Iso. 9 9 P 9 / 16 A 4.5' O L _Q, southeasterly line of land described in Instrument Number 94-13389, A� L Q / / concentric with the northwesterly right-of-way line of U. S. Highway 31 / 603 QA c� " / �` / 7/ CV / (North Meridian Street), 1. S. H. C. Project S. T. F. 222(9) 1973, on orc H0 o / 11 0 / / \i 77 distance of 840.56 feet to a 5/8" rebor with a yellow cap stamped 702 Q A ° \ ® "Schneider Firm #0001" which bears North 75 degrees 38 minutes 30 /Cl U So / / seconds West from said radius point; thence South 61 degrees 53 minutes 5 6 05 seconds East a distance of 600.50 feet to a 5/8" rebor with a yellow F <i� L %so cap stomped "Schneider Firm #0001" on the northwesterly right-of-way 0 8j2/�Q line being a non-tongent curve to the left, the radius point of which bears //'/C L ° °°°' �� / / `\ South 59 degrees 15 minutes 53 seconds East a distance of 2436.83 feet; g j e % ,,o / f thence southwesterly along said right-of-way line and curve an arc distance of 481.51 feet to the northwesterly right-of-way line of U.S. v� °OO -no Q Highway 31, said point bears North 70 degrees 35 minutes 10 seconds /\ 000/ �I West from said radius; thence South 80 degrees 56 minutes 59 seconds / 0%� o % /� West along said right of way line a distance of 380.20 feet; thence South /01 51 degrees 59 minutes 02 seconds West along said right of way line a ° \00 0 °,°J_°00�0 / / AAp 6' / distance of 31.10 feet; thence South 01 degree 30 minutes 53 seconds °°° � PROPOSED '� c t ' ' 9 54 DETENTION ND N.P. ELEV.= 100 YR. ELEV.= 869.38 PP �701l - ' _ - BUFFERYARD o _ / 15' .S.L. °°- Of 15• - _ R 868 '�� S80 700 v56T5 3„W 3-1 � L_ v \ feh�TV T TV ' gQV -- �n Uo - C) -A{l}l OF PIPE SI x 86 22 1 E 1 E E P SEND PIPE E E a --- L- - E E 6, X� W _ -STORM M ELECTRIC MANHOLE TC = 866.32 FILLED WITH WATER �x B-2 East a distonce of 16.50 feet to the POINT OF BEGINNIN con alrnng FB -72 (� acres, more or less. / 8 ? 50"x3l'C P (DIW . UNCERTAIN, P! ENDS SEVE LY USHED) ~ INV. = 86' i HOLEY MOLEY SAYS "DON'T LEGEND Existing Sanitary Sewer • - Existing Storm Sewer New Storm Sewer -- - - - - - - - - -- 6" Subsurface Drain New Sanitary Sewer - - - - - - Utility & Drainage Esmt. Building Setback Line W Existing Water Main W w - New Water Main 11cr Existing Fire Hydrant W New Fire Hydrant Existing Water Valve New Water Valve Fo Existing Fiberoptic Line G Existing Gas Main E Existing Electric Line T Existing Telephone Line New Gas Main E New Electric Line T New Telephone Line Existing Utility Pole Existing Trees Existing Fence Light Duty Pavement (To Be Installed During Phase 2 Construction) Heavy Duty Pavement Concrete Pavement/Walks Light Pole O 6"X18" Curb 9 C9 Depressed Walk 8 C803 7 $ c0 Curb &Walk C803 0803 O Concrete Walk S C803 6 17 O Handicap Ramp 0803 0803 O Handicap Parking Sign C803 OG Concrete Dumpster Pad 14 (REFER TO ARCHITECTURAL PLANS) 0803 Q Sanitary Sewer Lateral O Clean -Out 0802 Q Area Light (Contractor to Coordinate Light Style and Size with Site Lighting Plan, by Others) 4 0 2" Island Weep Sleeve 0802 B.S.L. - Building Setback Line PARKING THIS PHASE: 9'X18' Parking Spaces- 92 G 9'x20' Parking Spaces- 64 Q 8'X20' Parking Spaces- 3 (A.D.A. REQUIREMENTS) Total Parking Spaces- 159 PARKING OVERALL: 0 9'X18' Parking Spaces- 188 Q 9'x20' Parking Spaces- 192 0 8'X20' Parking Spaces- 9 (A.D.A. REQUF"ENTS) Total Parking Spaces- 389 DATE: THIS DRAWING AND THE DSAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCW Sr& NTELLECRM PROPERTY OF THE SCH EIDER CORPORATION. AND ARE NOT TO BE USED OR REPRODUCED, N WHOLE OR N PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEEDEER CORPORATION. 1. © COPYRIGHTED BY THE SCHNEDER CORP. (2001) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317,826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DIG 09/14/01 BLIND" I "IT'S THE LAW" 1 CALL 2 WORKING DAYS BEFORE YOU DIG SHEET TTTLE: 1-800-382-5544 PLAN DRAWING nLES: CALL TOLL FREE XREF: S:\3k\3882\001\dwgs\001bs.dwg 0 PER INDIANA STATE LAW IS -69-1991. ASSUMED NORTH IT IS THETO EXCAVATE WITHOUTAINST AW NOTIFYING LTHE UNDERGROUND 11 SCALE: 1 = 50 LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. LEGEND Existing Sanitary Sewer • - Existing Storm Sewer New Storm Sewer -- - - - - - - - - -- 6" Subsurface Drain New Sanitary Sewer - - - - - - Utility & Drainage Esmt. Building Setback Line W Existing Water Main W w - New Water Main 11cr Existing Fire Hydrant W New Fire Hydrant Existing Water Valve New Water Valve Fo Existing Fiberoptic Line G Existing Gas Main E Existing Electric Line T Existing Telephone Line New Gas Main E New Electric Line T New Telephone Line Existing Utility Pole Existing Trees Existing Fence Light Duty Pavement (To Be Installed During Phase 2 Construction) Heavy Duty Pavement Concrete Pavement/Walks Light Pole O 6"X18" Curb 9 C9 Depressed Walk 8 C803 7 $ c0 Curb &Walk C803 0803 O Concrete Walk S C803 6 17 O Handicap Ramp 0803 0803 O Handicap Parking Sign C803 OG Concrete Dumpster Pad 14 (REFER TO ARCHITECTURAL PLANS) 0803 Q Sanitary Sewer Lateral O Clean -Out 0802 Q Area Light (Contractor to Coordinate Light Style and Size with Site Lighting Plan, by Others) 4 0 2" Island Weep Sleeve 0802 B.S.L. - Building Setback Line PARKING THIS PHASE: 9'X18' Parking Spaces- 92 G 9'x20' Parking Spaces- 64 Q 8'X20' Parking Spaces- 3 (A.D.A. REQUIREMENTS) Total Parking Spaces- 159 PARKING OVERALL: 0 9'X18' Parking Spaces- 188 Q 9'x20' Parking Spaces- 192 0 8'X20' Parking Spaces- 9 (A.D.A. REQUF"ENTS) Total Parking Spaces- 389 DATE: THIS DRAWING AND THE DSAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCW Sr& NTELLECRM PROPERTY OF THE SCH EIDER CORPORATION. AND ARE NOT TO BE USED OR REPRODUCED, N WHOLE OR N PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEEDEER CORPORATION. 1. © COPYRIGHTED BY THE SCHNEDER CORP. (2001) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317,826.7100 Fax: 317.826.7200 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 N0.: 09/14/01 3357.003 DRAWN BY: CKCKED BY: CWD JCZ SHEET TTTLE: Ln PLAN DRAWING nLES: S:\3k\3357\003\dwgs\C102.dwg XREF: S:\3k\3882\001\dwgs\001bs.dwg 0 � W � SI#ET NQ.: C 1 02 c � c' 4 o co U � U x co cCf 'v a� LO CQ 0 0 DATE: PROJECT N0.: 09/14/01 3357.003 DRAWN BY: CKCKED BY: CWD JCZ SHEET TTTLE: SITE PLAN DRAWING nLES: S:\3k\3357\003\dwgs\C102.dwg XREF: S:\3k\3882\001\dwgs\001bs.dwg XREF: S:\3k\3357\003\dwgs\O03bs-rev.dwg XREF: S: \3k\3357\003\dwgs\Title1.dw9 XREF: S:\3k\3357\003\dwgs\3357002c.dwg SI#ET NQ.: C 1 02