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HomeMy WebLinkAboutSITE PLAN - 19-00470 - Madison Memorial Hospital - South Parking lot- - N90°00QO':L - 71.00' w N90°00'00"E X X X X71 X X X 10 II 12 0.9 0.8 0.8 .9 0 + co +1.2 + + .3 1.4+ 1.2+ 8+ :a ac +1.2 +1.5 2.1 3.9+ 3. 2.5+ 1.2+- 1.2 .2+ 1.2 1.8 2.9 5.1+ 4.0 3.2+ 1.2+ JQ 1� 1.2 F .8 -'3,6 2.6 1. J 4 D2 oe e ob It Dc n _i m�S 203'- ,n' TYP tK ,q y � -1�.2 xx �1 0� - - - - __x- - - - - - - ® - ----- -- _-- --- - ---- --- KE'r'NOTES OI TRANSITION FROM LOW BACK TO STANDARD CRUB O2 NEW LIGHT POLE BASE, INSTALL OWNER FURNISHED LIGHT POLE, SEE DETAIL J/SD2.1 O ASPHALT PAVING WITH TUBING, SEE DTL. /SD1.1 O INFILL W/ ASPHALT, PREP BASE, SIM. TO DTL. E/SD2.1, NO TUBING O INFILL W/ TOP SOIL, 12" MIN., PLACE WEED BARRIER AND 6" OF WASHED RIVER ROCK © 4" WIDE PAINTED STRIPE, TYP. O PAINTED DIRECTIONAL ARROW, SEE DTL. K/SD2.1 ftzEo2m SEE DTL. G SD2.1 WITH 5/8" PEX-AL RADIANT HEATING TUBEwpq 6X6 W1.4 X W1.4 WWF OVER 2" XPS RIGID 140PIC P SI SR GH 10 BACKFILL NEW FOUNDATION WALL WITH TOPSOIL, BLENDING 0 TO MATCH EXISTING GRADE OVER 4'. II MODIFY EXISTING IRRIGATION SYSTEM AS REQUIRED TO ACCOMMODATE NEW WORK AND PROVIDE FULLY FUNCTIONAL a SYSTEM WITH COMPLETE COVERAGE. 12 APPLY GRASS SEED TO MATCH EXISTING 2 13 INLET, BASIS OF DESIGN OLD CASTLE 2'x3' u a 14 (2) ROWS OF (8) STORMTECH SC -740 CHAMBERS, WITH CLEANOUT w AND INSPECTION PORTS = L� �0 d O• 0.8 0. \ _ - w 1 o X �1 0 0� TYP o Lo w z C{ I Tec O,�TBC �^ + + c ° MATERIAL. APPROXIMATELY 3q0 40- 0-51 90 0. 0 Dry up a H TO AL50 PROVIDE 235 L.P. OF 4' ~ nry0a P �9rys k (� 3 BOTTOM AND TOP RAIL. FIELD a H OM fi.09W 6.OSNE Q LD 9 X5.1+ 4.0 3.2' 1.2' C3 z 4 4b'-0" 2 2 11.6 11.8 ' ..1.3.6, 3.21 , .61 1. < Q a tx o•Tx N90°00'00 I L 2 X 3 2 23' 3' req- - k - - - =- - -- - - �� O X IL 11 Ld -. M • 5 D2 -T-T- LI'_1 �+3_9� =3_ _ Q=T__r_ _ Z��-L -JJ X Ld N_ 14 O L ~ D2 ' X Q Z F . Z � �G Z Q X p 0 ob It Dc n _i m�S 203'- ,n' TYP tK ,q y � -1�.2 xx �1 0� - - - - __x- - - - - - - ® - ----- -- _-- --- - ---- --- KE'r'NOTES OI TRANSITION FROM LOW BACK TO STANDARD CRUB O2 NEW LIGHT POLE BASE, INSTALL OWNER FURNISHED LIGHT POLE, SEE DETAIL J/SD2.1 O ASPHALT PAVING WITH TUBING, SEE DTL. /SD1.1 O INFILL W/ ASPHALT, PREP BASE, SIM. TO DTL. E/SD2.1, NO TUBING O INFILL W/ TOP SOIL, 12" MIN., PLACE WEED BARRIER AND 6" OF WASHED RIVER ROCK © 4" WIDE PAINTED STRIPE, TYP. O PAINTED DIRECTIONAL ARROW, SEE DTL. K/SD2.1 ftzEo2m SEE DTL. G SD2.1 WITH 5/8" PEX-AL RADIANT HEATING TUBEwpq 6X6 W1.4 X W1.4 WWF OVER 2" XPS RIGID 140PIC P SI SR GH 10 BACKFILL NEW FOUNDATION WALL WITH TOPSOIL, BLENDING 0 TO MATCH EXISTING GRADE OVER 4'. II MODIFY EXISTING IRRIGATION SYSTEM AS REQUIRED TO ACCOMMODATE NEW WORK AND PROVIDE FULLY FUNCTIONAL a SYSTEM WITH COMPLETE COVERAGE. 12 APPLY GRASS SEED TO MATCH EXISTING 2 13 INLET, BASIS OF DESIGN OLD CASTLE 2'x3' u a 14 (2) ROWS OF (8) STORMTECH SC -740 CHAMBERS, WITH CLEANOUT w AND INSPECTION PORTS = L� �0 d V-1.6111.2� /////.2 +3.6+ 32.6_F MI / TYP 210'-6"' I II 2y TYP + 21'-10" + _F1.5 2.1 ;�+3.9 3. + m D2 k I 4G i= x k _ Y - Y V Y !' V: / O• 0.8 0. \ _ - w 1 o do �1 0 0� TYP o Lo w z C{ I Tec O,�TBC �^ + + c ° MATERIAL. APPROXIMATELY 3q0 40- 0-51 90 0. 0 Dry up a H TO AL50 PROVIDE 235 L.P. OF 4' ~ nry0a P �9rys k (� 3 BOTTOM AND TOP RAIL. FIELD a H OM fi.09W 6.OSNE Q LD 9 X5.1+ 4.0 3.2' 1.2' C3 z 4 4b'-0" 2 6+2 2.6' 1.2'' < Q a tx o•Tx N90°00'00 71.00' 3 V-1.6111.2� /////.2 +3.6+ 32.6_F MI / TYP 210'-6"' I II 2y TYP + 21'-10" + _F1.5 2.1 ;�+3.9 3. + m D2 k I 4G i= x k _ Y - Y V Y !' V: / O• to II 12 ��� � < 0.9 0.8 0.9 - - o P Ln _ - w 1 o W __________ +/- 276'-8" oIo G �� 0� w 0 o Lo w z C{ I Tec O,�TBC �^ MATERIAL. APPROXIMATELY 3q0 40- 0-51 90 0. 0 Dry up a H TO AL50 PROVIDE 235 L.P. OF 4' ~ nry0a P �9rys k (� 3 BOTTOM AND TOP RAIL. FIELD a H OM fi.09W 6.OSNE Q LD Li Q U C3 z 4 oe z 10 II 12 00 v m < Q tx o•Tx N90°00'00 71.00' 3 a A o� 10 I I 12 O I� � Ld D Ld N_ O L ~ D2 r�rn VI Q Z Z � �G Z Q J p 0 H Z O W 3'-2" 0Ln� �� Or.8 ' .9 -' - ����° - 0.9 0.8 k'-=---� I 2 to II 12 ��� � < 0.9 0.8 0.9 - - o P Ln _ - w 1 o W __________ +/- 276'-8" oIo G �� 0� w 0 o Lo w z 3'-2" 0Ln� 1_ 0 0 o P Ln o cd 0o c° o c� 0� cn w z I I o MATERIAL. APPROXIMATELY 3q0 40- 0-51 5 1Tr= FLAN - LAYOUT I�oQ�Pv� TO AL50 PROVIDE 235 L.P. OF 4' ~ SCALE: 1/16" = 1'-0" b�oy 3" ASPHALT PAVING IN DRIVES 2 1/2" ASPHALT PAVING IN PARKING ° o 0 01-° ° uo_ 0 0 ° ° 0 0 00 °6 CRUSHED o o° o°°°o °o ° 0 o o A66RE6ATE a o o °°o 0 Po- ° ,6 o ° o° o° o °� ° ° ° BASE o o o ° 0° ° °° o o` ° o a �o vo 00 0 0 0 ° oo °O 0 0 0 ° 0° . ° .�o D0 o �0 ° 0 12" ° 0 ENG 1 NEEREDO ° FILL Og °° ° 0 ° 0 O ^Ov . (° -ONQ RGTED EXIST GM TERI FAV I N.G SECTION A 50ALE: 1/2" = P -O" SD1.1 A A A A A A A A A A A A A A A A A A A A A A A A A 0 r FD 0 0 07 V) I I I I e�Co- 0 I I STORM AA7r=R CALCULATIONS Q=GIS ` A = 12,200 S.F. OF ASPHALT / GONGRETE ` G = O.cfO RUNOFF GOEFF I G I ENT ` i = O.Oq (RAINFALL INTENSITY) 0 = O.cfO x O.Oq x 12,200 0 = q88.2 GCS/S STORMTEGH SG --740 = -74.cf G.F. EAGN cf88.2/14.cf G.F. = 14 GHAMBERS NEEDED ` �_ - f ►" 'r "�* ;ter J ' ItA �f It skims 3 4'-2"o o 0 a V) SIDEWALK TO BE PLACED ON 6" N N NLn M CD `n w z c a 4'-2"o o 0 a V) SIDEWALK TO BE PLACED ON 6" N N NLn M 2 INSTALL 5-0" WIDE x4" THICK a SIDEWALK FROM MAPLE ST. TO ~ MILLHOLLOW ST. CITY TO PROTIDE u w • w viio �7- � -- - w . _ : 1N' 0 PAI �l A cj J J w a yr. N !1k, k lb. r I I lrF.k 4 A � e p EVIDENCE OF EASEMENT PRIOR TO BEGINNING SIDEWALK WORK. w SIDEWALK TO BE PLACED ON 6" N N NLn M COMPACTED GRANULAR BASE u W00 00 0 0 OVER COMPACTED NATIVE a o MATERIAL. APPROXIMATELY 3q0 x L.P. OF SIDEWALK. CONTRACTOR = I�oQ�Pv� TO AL50 PROVIDE 235 L.P. OF 4' ~ TALL GHAINLINK PENCE WITH m � m BOTTOM AND TOP RAIL. FIELD a COORDINATE WITH ARCHITECT. LD U � � o o U u w • w viio �7- � -- - w . _ : 1N' 0 PAI �l A cj J J w a yr. N !1k, k lb. r I I lrF.k 4 A � e p N N NLn M W00 00 0 0 o x m � m LI N � I U � � o o I w W 2 Z 7 Ld 0 ¢ 0 00 v m < Q C2'-,4 � CONSULTANTS: O r�rn VI O Z p r1ka W _ CL YW � a- O -j } � Y 7- Q O Dw D m �_ W ~ F Z w D Q o REVISION: 1 8/15/19 ADDENDUM #1 DRAWN BY: JOB NO: - 747 CHECKED BY: DATE: BAM JUNE '19 PLOT DATE: 10-21-19 DRAWING NO. FILE: 747-SD1.1-R--LAYOUT * SD1.1 5�1•I OF