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HomeMy WebLinkAbout04120012.1/S- PARK MEADOWS B-5 ?ss' ?'o• \ R4.5' Y \ \ ` N R4.5' B 5 7 fi lqo 1 R -4.5 Ar ' R4.5' 0 jS)/ L i ' 3 Tt 928 5 ` fI / /ti, / / ��•� ! I �j r R4.' /O r J Fs---21 IV / s. `r j ti -_ lv ° B0' R4 A A} 1> z _ 1 J "Jif PROPOSED DIFIEN y Py4, / PONDS / N.P. ELEV.= 863.50 100 YR. ED.- 866.35 / N HOLEY MOLEY SAYS " DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991, IT IS THE ASSUMED NORTH WITHOUT AGAINST FYNGLTHE UNDERGROUND / SCALE. 1 "= 50 ' DAYS �BEFORE COMMENCING WORK�NG B -5 / 145' LIMITVD ACC. ( IU T OF/ WAY L11 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING CURB / ARE TO THE FACE OF CURB. Existing Sanitary Sewer ♦ / 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR "°°" "°"°'" °""""" Existing Storm Sewer dd TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING / TO THE PHASE OF WORK. IT SHALL ALSO BE THE New Storm Sewer d SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS 1/ / OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF " ------ - - - - -- 6 Subsurface Drain ♦ d / EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR �,, �/ \1 \ S3, ♦ SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF New Sanitary Sewer f:' ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. / r - - - -- - - Utility & Drainage Esmt. 6q0, 3. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL �0 / GOVERNING AUTHORITIES. Building Setback Line �,, ,moo `� 8 /�.'~ "� ,, \ \ \ i / Existing Water Main {� b �. \ ♦ 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO g `9 ;' `` °w h \ d / CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. w w- New Water Main 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED 'A Xrt 4 \ d Existing Fire Hydrant �;'�., f •� �• �� \ ♦ / � IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR 9 Y /: / , ,fct R5.° \ If WORKER SAFETY. /5' ,< �-, ♦ r New Fire Hydrant 0 .o V. / \ ♦ 6. ALL DIMENSIONS TO 1}iE BUILDINGS ARE TO THE OUTSIDE OF .0 A ' �' ♦ Existing Water Valve s °, _ / e,, -,� ,� \\ / BUILDING FOUNDATION WALL. g L L L N L 1 / i M N � / I\ I A L d ,r' d ♦ / / , : 04 New Water Valve ; , 7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. / ' A ♦ / / " Eo ---- -- Existing Fibero tic Line w ° ,,; c ♦ i' ' 8. SERVICE WALKS SHALL BE REINFORCED CONCRETE 4 9 P ?s'OSED /' / / THICK AND WIDTH AS INDICATED ON PLANS. TENnI /' f : ; % ° Existing as Main POND ♦ / ,' ; ; i ; ' g '` ` A' ply 86450 ♦ / / ;. /i/ 9. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS a X �� E - -- tl-- Existing Electric Line k r ♦ f / AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE g TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTRACTION Existing .Telephone Line JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR D LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. ° - New Gas Main E New Electric Line r 7,X New Telephone Line ' ♦ / - /' RR 'coy' Existing Utility Pole ,H L ♦ / /q' Apart of Northwest Quarter of Section 26, Township 18 North, Range 3 ,�s � `; ♦ , / / / :'`;' : •y� East, Second Principal Meridian, Clay Township, Hamilton County, Indiana, ,..._,....- _.... -- Existing Trees being more particularly described as follows: ♦ / / �/ , , Existing Fence ,0 ♦ °0�' % � ` COMMENCING at the Southeast Corner of the Northwest Quarter of said t / % • i / Section 26- thence on an assumed bearing of South 88 degrees 29 '�� Light Duty Pavement Phase I Paving minutes 07 seconds West along the south line of said Northwest Quarter a ♦ ♦ / / /. i! • ••� !;/ / ���- distance of 1125.87 to the POINT OF BEGINNING; thence continuing South 2 Construction ) 88 degrees 29 minutes 07 seconds West along said south line a distance Heavy Duty Pavement - Phase I Paving 04 m` / i ' ' F � of 243.05 feet; thence North 01 degrees 30 minutes 53 seconds West a` distance of 45.00 feet to the southeast corner of Lot 2 of The Parks at �� ♦ �/ / i «� ' ,' / %' Springmill, recorded in Plat Cabinet 2 Slide 341 in the Office of the o G� , � / ;. / , •� � ; ;, GP / Recorder of Hamilton County, Indiana, said point being on anon- tangent Concrete Pavement Walks ♦ / % ! /; �/ ,i f' �0� curve to the right, the radius point of which bears South 75 degrees 38 ♦ / h / j minutes 30 seconds East a distance of 3036.83 feet; thence northeasterly Cp I / along said curve and along the east line of said plat and along the ' Light Pole /Q� ^) / �i ' /; /r" southeasterly line of land described in Instrument Number 94- 13389, +� 6"X1$" Curb 9 ♦ / / y� ' L' / �; .�;': !!!%',' / / concentric with the northwesterly right -of -way line of U. S. Highway 31 8 C803 ♦ / �/ ; i % , / (North Meridian Street), I. S. H. C. Project S. T. F. 222(9) 1973, an arc Depressed Walk ♦ /v yy /j',f / / distance of 840.56 feet to a 5/8" rebor with a yellow cap stamped c Curb & Walk C803 7 8 "Schneider Firm #0001" which bears North 75 degrees 38 minutes 30 O C803 C803 ♦ / / ;;� ,,�`�; %'i i /� seconds West from said radius point; thence South 61 degrees 53 minutes D Concrete Walk 8 ♦ ' " `� / / ' / / 05 seconds East a distance of 600.50 feet to a 5/8" rebor with a yellow C803 6 17 ♦ / i' ! / " " E Handicap am / ; ; , ,� ; ;// // � cap stamped Schneider Firm #0001 on the northwesterly right -of -way � P P C803 C803 i line being a non - tangent curve to the left, the radius point of which bears O Handica Parkin SI n 3 ♦ i ;'''i' /, / South 59 degrees 15 minutes 53 seconds East a distance of 2436.83 feet; F P g g / !,i ; , r / / / %`�- thence southwesterly along said right -of -way line and curve an arc Concrete Dumpster Pad ♦ ♦ /; i , i .� distance of 481.51 feet to the northwesterly right -of -way line of U.S. (REFER TO ARCHITECTURAL PLANS) C803 ♦ / ;� ! ! /;f ',�j /'Q- Q Highway 31, said point bears North 7) degrees 35 minutes 10 seconds thence South 80 degrees 56 minutes 59 seconds O Match Existing Pavement o° ♦ i !/'i' / � �. West from said radius; West along said right of way line a distance of 380.20 feet; thence South Q.5 51 degrees 59 minutes 02 seconds West along said right of way line a O Area Light qP r thence South 01 degree 30 minutes 53 seconds (Contractor to Coordinate Light Style and / ,I. fj %� •,' distance of 31.10 feet; East a distance of 16.50 feet to the POINT OF BEGINNING, containing 9.54 Size with Site Lighting Plan, by others) 14 ♦ i ' f �A F C7 j � / / /� � / �r I �,s ' ✓R c � /.� q � . � acres, more or less. 2" Island Weep Sleeve B C802 2 2' Curb Taper ♦♦ o !;` r'� % �f �/ Q Glue Down Curb ♦ / � ! � ' / � : ? �o �31' �DU urC�1rAIN, � ���� :E�c_ t' usHED Curb Tumout `/ B.S.L. - Building Setback Line R R 0 N. LINE PER RESOLI iTION NO. 08- 07 -00 -03 i INV. � &E 3- 53 CS _ i' a - � w 1� - T___ ---- _ 588 - -24 _- C) TELEPHONE POSSIBLE Et;D =' -� - - - -- _ -_ u _ MANHOLE OF PIPE �'�s - -_ ..__ S01 °30'53 "E 16.50' _ - - _ - - -- - -- - - - E -- - - --�_ E - I- - -- - - - -- - - - -- " "_ - -- - "JCPhl RANHOi_i _ - H ELECTRIC MAHHL TC✓ Eb6.32 /F FILLED C 1N1}i WATER / , - - W r., .a•c. I•i f]^I, IM11- ( I I I I I i / .._- B -2 Z 0 5 w if T ep�`S'j,�� sr o. ='k PE1 500260 PIZ- �`. STATE OF • L� THIS DRAWING AND E � AS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER. (2001) -Schneider THE SCHNEIDER E ER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.820 7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PARKING THIS PHASE: 09/03/02 ® 9'X18' Parking Spaces- 92 ® 9'x20' Parking Spaces- 64 A# 8'X20' Parking Spaces- 3 XREF: S: \3k \3882 \00, \dwgs \001bs.dwg (A.D.A. REQUIREMENTS) 0 XREF: S: \3k \3357 \003 \dwgs \3357002c.dwg Total Parking Spaces- 159 PARKING OVERALL: ® 9'X18' Parking Spaces- 188 ® 9'x20' Parking Spaces- 192 Q# 8'X20' Parking Spaces- 9 (A.D.A. REQUIREMENTS) Total Parking Spaces- 389 Z 0 5 w if T ep�`S'j,�� sr o. ='k PE1 500260 PIZ- �`. STATE OF • L� THIS DRAWING AND E � AS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER. (2001) -Schneider THE SCHNEIDER E ER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.820 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 NO.: 09/03/02 3357.003 yC\12 V CHECKED BY: CWD JCZ SHEET TITLE: �n �t- TSTITAE,T r �v DRAWING FILES: S: \3k \3357 \003 \dwgs \C102.dwg XREF: S: \3k \3882 \00, \dwgs \001bs.dwg XREF: S: \3k \3357 \003 \dwgs \003bs- rev.dwg 0 XREF: S: \3k \3357 \003 \dwgs \3357002c.dwg SHEET NO.: �7� �_ w Q z � o o CQ o a o In x a� ell tt J C\2 0 .-I DATE: PROJECT NO.: 09/03/02 3357.003 DRAWN BY: CHECKED BY: CWD JCZ SHEET TITLE: TSTITAE,T r �v DRAWING FILES: S: \3k \3357 \003 \dwgs \C102.dwg XREF: S: \3k \3882 \00, \dwgs \001bs.dwg XREF: S: \3k \3357 \003 \dwgs \003bs- rev.dwg XREF: S:\3k\3357\0O3\dwgs\TRIe1.dwg XREF: S: \3k \3357 \003 \dwgs \3357002c.dwg SHEET NO.: �7� �_