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HomeMy WebLinkAboutGT �I c a� E U a� U N In 0 N O N Q 0 Ln 0 0 N C N N c c� V) c a> E L) L) 0 AN 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 GRADING PLAN LEGEND 801 PROPOSED 1' CONTOUR 800.00 PROPOSED PAVEMENT GRADE 00 800.00 PROPOSED GROUND GRADE R PROPOSED 5' CONTOUR MEG MATCH EXISTING GRADE SWALE 0 1.0% o o o PROPOSED SWALE TC 800.50 PROPOSED TOP OF CURB �hh� SWALE 0 1.0% EP 800.00 PROPOSED EDGE OF PAVEMENT _� 2Q_0 _ _ _ PROPOSED SWALE WITH X �\ X I X SUB- SURFACE DRAIN FFE= 800.00 FINISHED FLOOR ELEVATION - - - - - - - - - GRADE BREAK LINE � DEAD HEDGE ROW hh• �o `b �h�h•�� \8s co �hh. �h�•oo 1 s._r I 0 10 20 40 Q 5 15 30 GRADING PLAN NOTES ASPHALT ho�oASPHALT o� h. SCALE: 1"=20' Co ass LANDSCAPED AR X �h�, ' hhg 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. X SPRINKLER CONTROL �hh�o CONCRETE WALK 2. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL I 1 coo LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION LIMITS. MEG $gh �hh PLASTIC OWL MEG 854.74 ON POST T.B.M. #2 - ELEV. =855.80 3. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE FILL P 854.67 855.17 MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS AND STREETS r\ ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL. INKLER g AD e� �o h�q,�'o o , : 854.72 �C\ GRASS DID NOT LOCATE ��'^�.' 854.62 END OF PIPE §o 4. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. CLEARING LIMITS SHALL BE x „, COORDINATED WITH THE LANDSCAPE ARCHITECT. L ° T 854.65 2 e� v C= 54.48' �C' �hh 5. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL MLF,� RPC,,., @ 1.0% �� IF 8" PVC (W.)= 852.51' x BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT X 8" PVC fS. =852.48' "`� �G CLARIFICATION OR REDESIGN MAY OCCUR. G SS , ME(�,, � 854.93 T.B.M. #1 - ELEV.= 854.13 �s 1 �'F / N Q s IE 852.86 4" 854.74 \ V) �G 6' c "'-TC= 855.00 MEG O \ o b 6 ARD D ( 854.64 854.85 / TC= 855.39' o COULD NO I E �/ 8" PVC (N.)= 841.62' FLOODPLAIN NOTES e- -N \ 4`h h� -ST 854.74 854.57 ��" IE 8" PVC (S.)= 841.72' 854.86 854.52 THE ENTIRE SITE IS NOT LOCATED WITHIN A FLOOD HAZARD ZONE PER THE FLOOD INSURANCE RATE MAP, DID NOT LOCATE 854.90 ((( �� ohh / COMMUNITY PANEL NO. 18011C0360E. END OF PIPE c�0o °o0 0 855.02 ( x \ M gz 854.96 854;84 __:854.65 ��" \ B 855.02 855.02 854.65 855.02 854.91 / cn sT 854.96 854.96 854.85 854.91 N �" pL �'%"�TC= 852.83' 855.00 IE 15" RCP (N.W.)= 848.28' xR�? (( �h �x UTILITY PLAN LEGEND IE 18 RCP (S.)= 848.13 855.02 �� �/ GRASS IE 12" RCP (W.)= 848.23' oh X 1 C'* �. 854.98 854.85 ib X Sr Sr STORM SEWER, MANHOLE 855.02 I 854.75 / DID NOT LOCATE ®® TORM SEWER INLETS L 855.96 O] , % 854.91 END OF PIPE 854.8 I UTILITY PLAN NOTES: X ` h 854.80 l �� ti� POST INDICATOR VALVE 854.80 0 y \ h�. h�• i 854.80 Ln 0.3' 1. LOCATIONS OF EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. rHE CONTRACTOR IS TO 1 P.S. bh�� 10" SPRUCE ; >, 0� gh \ 0hh' FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. 855.35 / / h� X \ \\ �X K MULCH 855. 855.35 �hA \ ss 2. SEE SHEET C302 FOR DETAILS. 855.35 X ��� ,�^3°� \ 3. WATER AND SEWER CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WIfH "TEN STATE X� bh�n 0h '10" SPRUCE 6 STORY BRICK BUILDING ' \ F \ / X�h STANDARDS" AND LOCAL CODES. 1 ?�• ho �� °� �� LANDS APE AREA C\ ��( \ 4. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL 00 �h^� �h�• �h�• F /// "` ELECTRIC BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT 2" RA APPLE bhh� \ \ HANDHOLE s �z m E.T C a ' CLARIFICATION OR REDESIGN MAY OCCUR. c� 2" C B AP E 1 .4' °G x �h o `o EM 4„ PIE X J ASPHALT 1 \ } 2'x6' EL C. o o-�� L TRANSFQRMER \ X x o �� `� 0.4' �� 6 STORY BRICK BUILDING E:T 1s 4" INE \ \ <' KEYNOTE LEGEND X �� �, q, ^�� �' THREE ELEC. � ,r, F \ 9802" RA P METERS ,56, GRASS C\ ly 4' JPRINKLER HEAD �c��k0 h°� AFC' \ `6 h`T 4i X� X \ O WYE FITTING 6„ IN TC =852.76' \ PARKING h� �0 ST s �� IE 8" PVC (N.)= 850.61' 0 12" MAPLE O NYLOPLAST 10" INLINE DRAIN WITH STANDARD GRATE H ', �,. h� �o F.F.E.= 854.98 8" MAPLE BUMPER �h �� �. h�•�0 0 18" RCP (S.E,)= 848.26' ASPHALT PIE IE 10" PVC (W.)= 849.36' 3 ACCESSIBLE RAMP h�. CONCRETE '4ALK N O X4' - BEC- BEC- - BEC- ° \ cBTC -- B -TC` ICAPPED - 1.0, a BTC h DOOR hI,,. t` � �- -COULD NOT LOCATE ohs X010 �h h�• 0.9' END OF PIPE �h�� h�o MULCH p 2" CRA APoPL G SPRINKLER HEADS �`O� ^^7 h NO CRAB AP 20„ r0.3X `tip X�h X x�h� DELIVERIES SIGNNO 0.7' A- 0.4' i �16 0� h F )ASPHALT 12 SPRUCE* 1 S. MULCH 0� IR" SPRUCE � °`�� Cn %4 0 E o� 0h Ln D I I In C1. TC= 852.93' -IE 18" RCP (N.) =847.63' IE 18" RCP (E.)= 847.63' 3 B Z-ST DID NOT LOCATE END OF PIPE q A A rz 7 R 4 in Ill 1A 1 1F 17 1R 1Q -)fl 21 77 2R 9A Carmel Specialty Surgery Center Tenant Improvement Meridian Crossing First Floor 11590 N Meridian Street Carmel, IN 46032 923 NE Woods Chapel Road, Suite 550 Lee's Summit, MO v 866.700.3757 / f 866.760.3757 ISSUED FOR: Zoning Review 4/20/2012 TI Permit 5/7/2012 Site Improvements 5/23/2012 p A. PE 10000126 Q STATE OF Gastinger Walker Harden Architects 817 Wyandotte Kansas City, MO 64105 816 4218200 p 816 421 1262 f designwithinsight.com Electrical / Plumbing PKMR Engineers 8801 Ballentine, Suite 200 Overland Park, KS 66214 913.492.2400 / 2437 fax Mechanical Wiegmann Associates, Inc. 750 Fountain Lakes Blvd. St, Charles, MO 63301 314.409.3350 Structural Bob D. Campbell & Co. 4338 Belleview Kansas City, MO 64111 816.531.4144 Civil Cripe Architects + Engineers 3939 Priority Way South Drive, Suite 400 Indianapolis, IN 46240 317.844.6777 Landscape Vive Exterior Design 15325 Herriman Blvd. Noblesville, IN 46060 317.773.9933 KEY PLAN Drawn By Checked By GRADING PLAN Project Number: 2012.105 © Copyright 2012