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Home My WebLink AboutSite Plan.f s LANDSCAPE LEGEND KEY PLANT QUANTITY SIZE co Procumbens Juniper 29 18" - 24" — Downspout Pf i tzer 18 18" - 24" S Frnh�II Sp•irea 7 18" - 20'' - 0 R u s i a n 01 five 3 2" - 21," Y, H s Yew 25 18" - 20 ' Bed areas to contain gravel over draina,,- fabric (Mira fi 1:. C'! or equivalent) .ind all other areas are to be sodded. Top of Valk - UJ UJ U.) - Q� W \Z o _ Ex.st,ng T2 "1 56 C Mp 11 J 01 { SCo /e - "= 20 ,t /COWS fi•ucf 5•O�o �✓e� k.'c�� Tom 78 2 D 773 37 SG by Toros �i'r�nder- f j.I-17,0 cr E'gcio/ s4-.th o /G'•q ,-', -» 00,00C1 11y o! /Q TO,� in eo 4 " o�sc Norge o /an9 3 h o- moloi-. �'on�� /s �o t_,� �•crr�ec fed eO ,phone or o%rrn .5',W s.�e,Tr ,n but /CJ�in9. G•xG 'x G'hf. Sfec�c7 o1e /=�e17 cC- -:7e- e Jreo • 6..: r.l+..ri w�"'�� - . f \ -� _ ' 00' far ' ri': °R i� - • .tot �'Y • J: • ` -.. •�.1 • , 1 r Oq X as cr 01., J L �• `` s I Q�' Off' •V COnC SIDE WO ^C '�� ~ h %ai • ^E'i' if 1if "O' I� r7•+ ��_ "� i' G•.f Cu'� C7 c ., 1 + • I • 106TH. STREET LOCATION MAP LEGEND r r r �n Lot S I ze •..- - « -- - - - - - - - - - - - - - - - - - - ---- -•- - 3'10 '+ x 2001+ i ( 1 Building Height ----=--------------- - - - - -- i4 feet , _ ;' ;�•; 8u i ld Ong Area ----------- - - - - - - • - - - - - - - - - - 8,316+ Square Feet . Parking Area & Drives ----- - - - - -- - -- - - ves -- - - -= 21.300+ Square Feet � Useable P1av Area - - - - - - - - - - -- - - -- - -`- -_ - - -- 15.000+ Square Feet �� . Total Site Area -------------------- - - - - -- 59 . � _ w { - - - - -- 82 , 0+ Square Feet i n 1 u d e s 1 /2 k' W 0' f 106th S t ref rf I � Building Code - - - - - - - - - - - - - - -• - - Uniform Building Code City of Carmel Present Zonir:cl 'I Ordinance - -_.. ------=------- - - - - -- - - - - City of Carmel ' 0 t 3 , Number of Faculty Members ---------- - - - - -- 15+ - m Number of Classrooms - - - - - - - - -• - -_- • �� I Number of Parking Spaces - - - - - - - 45 f Number o Children Licensed for - - - - - - - - - - 175 ' GEtIEhAL NOTES _ All buildings, trees, brush, organic topsoil and other objectionable material shall be removed and disposed of at an off -site location. Additional suitable fill material as needed shall i be brought onto the site. All engirreered fill beneath floor slabs and above footings shall be co-•oacted to a dry density of at least 95% of the standard Proctor maximum dry density (ASTM -698) . This minimum compaction requi rement shat 1 be increased to 100 for fill i 1 su port inq Fire ! /•/y� -iron f p to be' ,-e /ocoreo1 footings. See So i 1 s report for site preparation and construction of footings, slabs and parking area Tests shall be rude to verify compaction. j2. During the e:4c3vation for footings if any unsuitable soil is uncovered, the Contractor shall 1 + ' remove it and deepen footings as necessary to build on clean virgin soil. 3. Underground facilities have been plotted from; available surveys and plans of others and, there- fore their locations nust be considered apprnr.imate only. The verif icatio_n of each facility, shown or not shown, shall be the responsibility of the Contractor. AI I mater ial meth d f cons o s o tructton and Standards for storm and sanitary sewers to meet the / j �--- -- latest standi,rd-, and specifications•of the City of Carmel, Indiana. P ;•F , t w 5. Contractor t verify location and fIowiine of existing sewers and water line prior to Installatic 0`Q + > ? of plumbing. All services to be connected in accordance with local codes and /or utility compante V f `�' requirements. 6. ATi sanitary and storm sewer pipe and fittings (where shown) shall be polyvinyl chloride pipe I Q (PVC) with the naterial meet In and the ' � g pipe conforming n9 to ASTM D -3034 ,. SDR -35, *and sha 1 1 be , bedded to meet manufacturer's specifications. Joints for PVC pipe shall conform to ASTM C-3213. -p 7. All concrete pipe to meet current ASTM Specification C-14• All reinforced concrete pipe to meet O J w �. current ASTM Specification C- 6 and h - v 7 s all be Class 11. Joints shall be sealed with as haItic O3 V !` mastic. p tV V i .8. Sanitary Sewer c 1 eanou t s to consist of - 4 inch on 6 inch wye turned up 4- inch elbow bow and r 1 � ser. • Cap with a roind frame and cover, Neenah Foundry Company R -1976 or equivalent, c `p 9. All trenches ,nder proposed pavement shall be- backfilled to-sub-grade elevation -Ith compacted s ! L.1J i approved granular materials, those in landscape or grass areas to a point t foot below finish \ ~O grade using copiracted approved granular materials with remainder being hand ta"tped excavated soli � •' � co Q � �10. Pavement in tie parking areas shall be' 3.5 inches of asphaltic concrete on 6 inches.of granular base. Drivewiy and truck areas shall be 4 inches of asphaltic concrete on 10 Inches of qranular base. The granular base shall be a well- raded crushed q c d stone with a rnaxirnu:u of 10% (by weight) f finer that a 1.o. 200 sieve. - The subgrade_ in, pavement areas shal1-.conform to the fol lowing: - • iJ , 1 In cut areas, the upper 12 inches of natural subgrade'shaII be scarified•and compacted to a •� , dry dens i ty o' at least 100 percent of the standard Proctor maximum dry dens; ty. The granular` 1 base and any ire Ab -ra ise fill ! ! placwd }+i thin 1 foot, of the bottom, of the granular base should also by compac.te,i to at least 100 percent of the standard Proctor value. This can be reduced ` to 95 percent fcr en ineered fill l I 9 placed more than 1 foot below the bottom of the granular base. t , The compaction should be accomplished by placing the fill in *6 inch loose lifts And mechanically compacting each lift to at least the specified mininum dry density. Field density tests should vbe performed on each lift as necessary to insure that adequate compaction is being achieved. • ! The refuse area slab shall be 6 inches thick, 3,000 PSI (28 days) cone. with 6x 6x6 w.w.m on •; �� compacted subcrade. x,11. Contractor shall guarantee paving for two years after final completion of construction against ' i settlement, low spots or ravelling out of surface. Contractor shall make any repairs necessary during guarantee period to maintain paving In • r,,,, -r �► g perfect condition, including cost of repainting jT. within repaired areas. Repairs shall Include but not be limited to removing defective paving and replacing with new paving. (No overlays will be ailowed). f 12. 6 inch diameter steel posts as shown in the Refuse Area to be 7 feet long, with 3 feet under- ground*, f i l led with concrete and painted bronze to match building. -� \13. Landscaping to be in accordance with plan. Contractor to notify En ineer as soon as ossibl if conditions 9 D e co ditions on ground differ from those shown tD 7'.3 �'Gd on the p 1 ans . �J (tD / I ConSrrucf Curb /n /e i 77 7c� 777. / (_ — • Centerline — roposed -- S w a I e co -- Gleanout —6 — Electric Service DS — Downspout —G — Gas Service EP — Edge of Pavement --S -- Exist. Combination Sewer '4. SITE FF — Finished Floor T -- — Telephone Service FG — Finish Grade —w— Water Service n. •• ,. •• • • --. Top of Pavement P FL — Flow Line -- — roposed Sanitary Line e 6x6 WWF GL — Gutter Line — - — Proposed Storm line .• LS — Light Standard -- Ex i st i ng San i t.iry St.Ner �� /i,� \� (T8R) — To Be Removed -== = — Existing ,• Storm Sewer ' - 'Is 'tlw 6"M; ' •' • TC •TP — Top of Curb AT G -- Adjust to Grade •�� n. •• ,. •• • • --. Top of Pavement '•' ' '' } s irw — Top - or va l i N .. •_ TwK Top of Valk - •• _ _ (UIP) ' — Use i'n Place ' UP — Ut i I i ty roll 6~ C}-• _ Area l i g h t 6 » Thick cone. s N_ --� — Connection 'rng cutoff wall both ends - " 3 11 0 - Ex! s t Con t our . ' — Proposed C o n t n u r a -- Direct i 1 �' F _ 000rr0 1 r CONC. SWALE DETAIL - ----�- =- • D r a i n a g e F l o w - 3 10 -13 -83 CAN Revise 106M Street R/w 2 10 -10-83 N Add Sidewalk (South T ) 1 9 -9-83 9AS1 Raised Detention Basin RE V/SIONS NATIONAL CHILD CARE CENTERS, INC. 9182 Old Katy Road - Suite 100 Houston, Texas 77055 - (70) 467- 91511 SiTE PLAN • NATIONAL CHILD CARE CENTER Indiana Reg,strt,tton Pending 10616 Lakeshore Drive West Carmel, Indiana �ssss QF Ml$s��ri� .. - •, DeslQn —_ ^..: • ,•`,`Q'��' �G 0 0.1 Oro wn _ C.A.N. w A. W. Alp da Checked _ 0. A. C. 1 JOHN J. f ( Dote 6--16 — 8 3 _ -- —` B E I R N E : �' — NUMUER ? y Project Number S P_I 4 14 5�_ E•10271 f.,; �,;'•,.:.:,,.....••= �.�'� _ ENGINEERS -SURVEYORS-PLANNERS, TF�S��;�>•� 725 OLD BALLAS ROAD. ST. LOUIS, MISSOURI 63141 •(314)567 -4833