Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutShoppes at the Bridges PC booklet 031715BLO Blow Dry Dry Bar - Proposed Wall Sign Shoppes at The Bridges Docket Numbers 14080015 DP/ADLS & 14090010 ZW DEVELOPMENT PLAN / ADLS CITY OF CARMEL, INDIANA March 17, 2015 Carmel Plan Commission Applicant: The Bridges II, LLC Attorneys — Nelson & Frankenberger, P.C. Attn: James E. Shinaver, Attorney 844-0106 Attn: Jon C. Dobosiewicz Professional Land Planner 844-0106 TABLE OF CONTENTS 1. Explanation of Request 2. Site Location Maps / Aerial Photographs 3. Color Site Overlay/Landscape Plan Exhibit 4. Lighting Plans - Photometric Chart and Lighting Fixtures 5. Engineered Landscaping Plan 6. Signage Details 7. Engineered Site Plan 8. Pedestrian Connectivity Plan Building Plans (under separate cover) - Floor plans - Outdoor patio details - Rendered elevations - Example of outdoor tenant treatments - Site line study TAB 1 EXPLANATION On the 20th day of June, 2011, the Bridges PUD Ordinance was enacted, allowing an upscale, mixed -use community on approximately 63 acres located in the southwest quadrant of U.S. Highway 31 and 1161h Street, east of Springmill Road and north of lllth Street. The perimeter of the Bridges development west of Illinois Street is outlined in blue on the aerial photograph included on page 1 under Tab 2. The real estate which is the subject of this request is outline in yellow on the same page. The proposed development will occupy the final 3.25 acres to be developed within the Commercial Amenity Use Block of The Bridges. The site layouts of the previously approved uses within the Commercial Amenity Use Block are illustrated on page 2 under Tab 2. These include the CVS, GetGo, Market District, McDonald's and a multi -tenant building. The Bridges II, LLC, is desirous of constructing 4 additional multi -tenant commercial buildings on the subject 3.25 acres and in doing so complete the parking, landscaping and pedestrian connectivity plan for the balance of the Commercial Amenity Use Block. The proposed site layout is illustrated under Tab 3. The layout internalizes parking and the previously approved landscape area along Springmill Road is supplemented with additional plantings. Numerous pedestrian connections are provided and continue the network of sidewalks and paths established by the previously approved which surround the site. An overall pedestrian connectivity exhibit is provided under Tab 8 which illustrates the extent of the pedestrian facilities. When complete the network will include over two miles of sidewalks and paths. Per the Bridges PUD Ordinance, DP/ADLS approval by the Plan Commission is required. To this end, the DP/ADLS request is comprehensively detailed in this informational brochure, which includes landscaping, lighting and signage plans. This brochure is supplemented by a second submittal packet which details the architectural plans for the four proposed buildings. We look forward to presenting this request to you on March 17, 2015. Respectfully submitted, i inavar on C. Dobosiewicz TAB 2 I �, IIII■ IIIIIIIIIII' l ,:�� is� I' L':d . - <� ■�+1 I�M��&'li-I� 19� �1 5 `_ _ �;.�.•.�- � -tee { - - •IMrY',I L 11IIL�I� i II' Y J _ t yy Y � ^m M�II A r } t SITE MAP x SHEET NO. SCALE: 1" = 400' mi AMERICAN 7260 SHADELAND STATION DATE: 03/05/2015 STRUCTUREPOINT TEL 317 DIA55 00 FAX 317.543 0270 DRAWN BY: ART n INC. www.structurepoint.com CHK'D. BY: ART i JOB NO. ?010.01114 OF � 1 m Y d Y77. x ➢ J J j S Q \� T 'ENLARGED SITE MAPH __ 11I SCALE: 1" = 200' SHEET N0, A M E R I CA N 7260 SHADELAND STATION DATE: 03/05/201 s STRUCTUREPOINT LIS DRAWN BY: ART n TEL 317.5D417.55800 FAX 317.543 0270 I NC. www.structurepoint.com CHWD. BY: ART i JOB NO. 2010.01114 OF M 0 ttttfititl �f: �'�"r7 r�71�1. :: �. a �I NLARGED ITE MAC v T : SHEET NO. SCALE: 1" = 200' A M E R I CA N 7260 SHADELAND STATION DATE: 03/05/2015 STRUCTUREPOINT TEL 317.5D417.55800 LISFAX 317.543 0270 DRAWN BY: ART n I NC. www.structurepoint.com CHK'D. BY: ART i JOB NO. 2010.01114 CF TAB 3 Landscape Buffer by Others • • • • • ; • 4 • • • • v e ' O.o M. v SPRY NG • � � � a r 1, .. r .�. • : f�: y/+�y �< < R i L are r, • F ].max R.. O Existing Landscape Buffer to Remain • � _r. -<t "�'c �-�� r• # } i -"'•� s. ,r ' s'�si.-.T.t '3 x. • �! - • �f 1 J r r Supplemental Evergreen Trees Tf Ic Ica ••••••••Outdoor • Seating Area W,. 01 Proposed Building #3 13,220 SF Proposed Courtyard •••••••••• - ,� , Outdoor Seating Areas • • • • • • • •._- goo wowo '. 9 Shoppes at the Bridges Carmel, Indiana f B Proposed •••••••••••�O Courtyard Proposed Building #2 145393 SF M Proposed Shrubs and 0 0 0 4 Groundcovers, typ. • Proposed Shade • Trees, typ. • • ••••••••Outdoor f Seating f Areas , f f f Proposed Building #1 10,657 SF l • ••••••••Outdoor Seating },h = Area } w Y . r v � r Y Q map*,*— ll�iN !! �� 0 10' 20' 40' North Scale: 1"=20' CONTEXT landscape arcbatecture TAB 4 �I 0 0 0 1.5 1.0 0.9 1.2 1.0 0. 1.4 1.6 1.5 1. 00.8 1.2 1.0 1.3 1.1 1.0 1.5 1.7 1.6 1.5 1.1 1: 1:1 l.' 1.4 l03 1.5 1.2 1.0 0.3 0.0 0.0 0.9 W P 3 W P 3 0.0 .0 0.0 0.0 0.0 0 0 000 0. 0 0. .0 0.0 0.0 00 0.0 0.0 . 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. .0 0.0 0.1 0.1 0.1 o.o .o o. 0. 0__ o.o o.o o.o o.o PROPOSED BUILDING #1 0.0 .0 °. 0 0. 0.3 0.3 0.1 \ 10, 657 S . F. 0. 0.3 0.0 _ 0.0 0. �3 0.4 0.5 0.5 0.3 .0 0.0 0.0 .0 .0 -G.0 0.0 0.0 F F E = 8 5 4 . 5 0 3 O 0.0 0.0 0.2 -3 0.5 0.7 0.8 0.0 0.0 0.0 0.0 0.0 0.01 0 0.0 6 O I I I I 0.0 0.8 0.22 0.4 0.7 0.9 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 .1 0.0 1.3 (�)3 0.5 1.0 1.5 1 4 0.0 0:0 0.0 0.0 0.0 0. 0.1 0.1 .4 0.0 1.8 0.3 0.5 1.2 1.6 .5 0 0.0 0.0 0.1 0. 0.2 0.2 .3 0.4 0.4 0.5 0 4 0.5 0.5 .9 1. 2.2 2.1 2.7 2.3 0 WP4 g 0.2 00.3 0.6 1.1 1.6 0.2 .4 0. / 0.4 0 0.8 0.8 0.8 0.9 0.9 1.'1 1.1 1.4 .8 2.1 3.0 3.7 3.4 3 0.0 O O O O O O O n0� 0 3 .2 0.3 0.6 0.7 1.0 0.2 .5 0.9 1 1.0 1.4 1.4 1.5 1.5 1.5 J.1.6 &2.2 .36 (.6 3.5 �3.- 2.7 0.0 0 3.2 0.4 0.5 0.7 0. 0.3 0.6 1 1. 2.0 2.1 2.6 2.3 2.4 2.0 2.7 2.2 2.0 2.3 3.3 4.0 3.7 2.5 0.0 0 / 2.6 0.4 0.5 0.5 0 6 0.4 0.7 1.2 .8 3.3 2.6 3.1 4.0 3.2 2.7 3.8 2.7 2.4 2.1 2.3 2.5 3.0 2.7 .1 o.o O -� 1.9 0.3 0.4 0.5 0.6 .5 0.3 0.6 1.2 2.2 2.9 4. O 0.0 O 00.3 0.5 0.6 0.8 .2 0. 1.3 2.1 3.0 / 0.0 N O 0.2 C 0.3 0.6 0.9 1.0 0.2 1.5 2.7 3.8 5. 0 . o Ur O'd 0.21-1 0.3 0.8 1.3 1.6 H1 0.2 .4 0.7 1.2 1.9 3.0 4. Q ).0 r. .3 2 .8 1 1.6 .90 .7 6 1.4 .7 .6 4 01.5 .9 .8 6 `l 2.1 0.3 0.4 0.9 1.5 1. � 0.2 �.3 � 7 / 1.3 2.2 2.9 4.2 4.0 5.1 4.3 4.4 3.8 3.6 3.4 2.5 2.6 2.4 2.7 2.3 2 3 0.0 WP4 , O CIO (-,) M 2.7 0.3 0.5 0.9 1.4 1.4 0') L .2 0.4 O 0.8 1.2 1.9 3.4 2.4 3.0 3.8 3.1 3.0 4.0 3.5 3.3 4.3 2.9 3.2 4.0 3.0 5 0.0 Q M co 0 W 3.4 4� 0.6 0.7 0.9 1.1 0) zj, W 0.3 0.4D 0.7 1.2 1.9 1-.7 2. 2 2 2.6 .4 2.6 2.1 3.2 3.5 3. 4.6 4 3 .3 9.;?,_ 2 0.0 O 0 '� w 5.0 0.3 0.7 0.8 0.9 0 0.2 0. 0 4 0.7 1.2 1.2 1. 01. 6 0 1 7 0 1.70 1.Q 1(.D9 �D3 30.2 04.7 0 6 6 0 7.30 S.5 5 0.0 O a O 1 1 1 6.3 0.3 0.0.7 0.9 1.0 0.2 0. 0.6 0.7 1.0 1.1 1. 1. 5 1 6 1.5 L.7 1.6 2.0 2.5 3.5 4. E 5. 7 :$ 6 0.0 O Z O O O O O O O O O O O O O O O 5.9 0.3,J 0.4 0.6 0.8 0. 0.2 0. 0 1.1 1.0 1. 1. 1. 1 8 .7 .7 1.5 2.1 2.3 2.6 3. 4. 6 7 7.4 .6 5 0.0 0 5 OCR 0.5 0.9 1.2 1 2 0.3 0.5 0__ 1.7 1.8 1.9 2.2 2.6 2.5 2.4 1.8 2.3 2.2 2.2 2.8 3.3 4.4 4.4 5.3 4.3 4 2 0.0 O 3.1 3 0.6 1.2 1.7 .6 0.7 1. 1.6 3.1 2.6 2.9 3.6 3.2 2.8 3.3 3.0 2.2 2.2 2.5 3.8 2.6 3.1 4.0 3.1 5 0.0 n 2.5 0.5 0.9 1.4 1.8 P4 .1 0. 0T` 6 1.1 2.0 2.8 4.0 3.8 4.8 4.5 4.0 3.7 2.9 2.3 2.1 2.5 2.0 2.3 2.3 2.6 2.3 3 0.0 1. 0. 4 0. 6 1. 1 1.5 2. 0 0.5 .0 0. 0 0. 0 2 0. 0. 6 . 1 1.8 2. 8 3.8 5. 07 O 6 9 O 5.20 3. U 2 :a 20 0 0: 6 C). E 01.7 0 1 8 O 1.70 1 .8 6 0.0 1.4 0.4 0.7 1.1 1.4 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.8 1.4 2.5 3.6 4.9 .5 4 0.0 -� O O O O O O O O O O O O O 1.4 0.4 0.7 1.3 1.7 1. .0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0 1.1 1.9 2.£,, 4.0 6 7. 7 1 .3 .8 2.B 2.3 1.9 �.5 1. 1. 1 7 .6 .7 5 0.0 0 0.3 .5 1.2 1.8 1.8 .0 0.0 0.1 0. 0.3 6 1.1 2.0 2.7 3.9 4.0 4.9 4.7 4.0 3.6 2.9 2.2 2.0 2.3 1.7 2.2 2.2 2.4 2.2 2 2 0.0 2.6 0.3 0.6 1.2 1.7 6W P4 0.2 0.3 0. 1.1 1.6 3.1 2.8 3.0 3.7 3.2 2.8 3.5 2.9 2.1 2.1 2.4 3.6 2.4 2.9 3.6 2.9 5 0.0 3.3 0.3 0.6 0.9 1.4 0.2 0. 0.3 .6 1.0 1.7 1.9 1.9 2.2 2.6 2.4 2.3 1.7 2.3 2.0 2.0 2.6 3.2 4.3 3.9 5.0 4.0 9 0.1 01 4 0.4 0.6 0.7 0.9 .. 0.3 ...... 1�6 .5- . 9 .. 6�0 .9 � 02 005 09 11 10 4 1 C� C�' O O O � '`b 1C� 1 d � 3 4 � �' O � O O .2 5 0.1 0 6. 0. 0.6 0.7 0.8 0. 0. _4_-- 0.6 0.7 0. 0.8 7 7 0.1 H 0 -2 0 4 0. 6 0. 7 0 0.3 0.5 0. 7 0. 7 0. 7 0.8 (a. 9 C6.F 00.7 0 0 8 0 0.70 .�) 0. 0. {D6 Q. 4 03. 04.6 0 6 60 7. 50 .0 .9 0.1 I � C) O H .4 0.6 0.7 8 0.6 0.70 1.. 0.9 1.1 1.1 1.0 1.1 0.8 0.8 0.8 0.6 0.5 0.6 0.1!4 ht.(3 2.3 3.0 4.1 4.3 5.3 4.6 4.1 0.1 c) m ~LH N Lo ____ -- - ------ -- `73 .2 0.5 0.8 1.0 .0 Q N co 1.3 1.(1, 1.4 1.6 1.8 1.8 1.6 1.4 1.2 1.4 0.9 0.6 0.5 0.6 /0.9 1.3 1.9 3.4 2.7 3.2 4.1 3.2 2.6 0 . 1 6y� /rW'-----------.--- 2 . 5 0.7 1.2 1.6 a H W 0.8 1 5 2_,4 1.8 2.4 2.8 2.8 2.4 1.8 2.5 1.6 1.0 0.6 0.5 0.5 0.7 1.1 1.9 2.0 2.1 2.2 2.7 2.3 I.3 0.1 O FZ+ _ 1.8 0.8 1.4 1.6 QI 1.0 .6 �21.7 3.5 3.1 3.6 3.7 3.1 3.6 2.8 1.6 1 1 0.7 0.5 0.4 0.6 �.'. 1. V 1 1.6 -1.6 .6 0.2 WP4 O O O O 0A 1.1 0.9 1.4 1. 0.9 .8 2.6 3.5 4.4 5. 5.3 4.5 3.6 2.7 1.8 1 0� H0� �: 0.4 0.5 0. 7 0.8 0.9 1.1 .0 0.2 n� 0.9 1.2 1.5 0.4 0 2 1. 2.9 �41 U .7 7.8 6.1 4.2 3.0 2.0 2 0.7 0.4 0 n3 0.6 0.8 ° 8.8 0.3 O O O O O o.s - 6 0.8 1.2 1.4 .7 1.2 2. .4 4.7 6.6 .2.7 4.8 3.5 2.3 4 0.8 0.5 0 2 0.6 0.8 8 0.2 0o PROPOSED OUTLET 0.9 1.0 1.2 0.6 1. 1.7 .7 3.7 5.3 6.6 6.6 5.5 4.0 2.9 2.0 31�L 0.8 0.4 0 3 B U I L D I N G 0.7 1.0 .1 0.1 O 4RI0 TT�H{TTT 0. 5 0 4 3, 692 S.F. 1.2 11 LC1.,19 0.8 1,3 1,4 0.6 1.2 6.9 2.8 4.1 3.8 4.6 4.7 4.1 4.5 3.3 2�� F F E = 8 5 2 00 0. 9 1.3 2.4 0.1 1.4 0.9 1.5 1.5 0.7 .1 C,.8 3.3 2.9 3.3 3.8 4.1 3.7 3.3 3.9 2.3 .6 v2 0.8 0 5 1.2 1.5 2 .6 0.1 1.9 0.9 1.5 1. 0.6 1.1 CI1.8 2.1 2.4 2 9 .30 3.Y 3 � P1 Y.9 02.5 2 0 1.4 1.0 0 7 2.0 2.1 .9 0.1 2.7 0.7 1.0 .2 1.1 1.3 1.6 2.2 2. 2�7 3.1 3.4 3.6 2.8 2.5� 2.0 1.7 1.2 0 8 3.5 3.7 2d7 0 1 O 3.8 0.6 0.8 0.0 0.0 0.0 0.5 0.8 0.9 1.4 2.0 2.1 A`-.6 4.9 3.8 2.3 E::� do Fr3 t::)11 1.1 0.9 0.9 1.1 1.3 1.9 3.3 4 4.6 0 1 0 F��7-''�� 1� T . 9 0.5 o.6 0.0 0.0 0.0 0. 0.0 0.1 0.2 0.3 .4 0.6 1.0 1.4 1.6 (� 3.3� 4.7 .1 4.2 2.5 I--I1 3 0.9 0.9 1.0 1.2 1.4 1.9 3.1 4.3 4.1 0.1 0.0 0.1 0. 0. D. 0. 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0. 0. 0. 1. .6 2. 4.0 4.3 9.2 2.7 1.7 1.1 9 0.8 0.7 0.9 1.2 1.5 1.7 2.1 3r7 .1 .1 .1 0. 0 0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 .6 .8. .l 1.7 4.0 4.1 3.6 2.2 1.4 1:0 0.9 0.7 0.8. 1.0 1.3 u 1 3 5.3 4.6 4.3 3.5 2.9 2.2 2. 2. 1 2 0 2 3 6 0 5 7.5 C) .0 �) 5.I 3.8 2.8 5 2. 01.9 0 1 7 7 6 :213 6.0 4.7 3.8 2.7 2. 1. 9 1 7 r 0 O O O O O O O O O O O 6 1 7.2 5.6 4.9 4.0 3.4 2.6 2.1 2.3 1 9 (4 00 WATT MAX) 12" 19 510E MEW 19"� l�- FRONT MEW 9� I 11 TOP MEW E- P- A.= 229 SPECIFICATIONS HNIUSIW- ONEPIECEHEAVYGAUGEDIEFORMEDALUMINUMCONSTRUCTION.HOUSINGFURNISHEDWITHDECORATIVE REVEALS TO PROVIDECONT EMPORA RY AESTHETICS. HOUSING REVEALS CAN BESUPPLIEDWIT HACC ENT COLORSTOSIGNATURIFEINSTALLATION. LENIS ASS'Y= ONE PIECE HINGED HEAVY GAUGE DIE FORMED ALUMINUM DOOR FRAME SURR OUN US 3/16"CLEAR TEMPERED GLASS LENS. GLASS ISSEALE❑TO DOOR WITH HIGH T EMP ERATUR ESILICON ESEAL. TWO CA PTIV ET HUMB SCREWS DISENGAGE LENS ASSEM BLY FROM HOUSING WITHOUT THEUSEO FTOOLS. OPnC5c COMPUTER DESIGNED ONE P IECESP ECULAR SEGMENT ED REFLECTOR COMBINES WITH LENS TO PRODUCE A HI GHL Y EFFICIENT. SHARP CUTOFF OR WIDE ANGLELI GHT DISTRIBUTION. OPTICAL ASSEMBL YI SREMOVABLE WITHOUT USEOFTOOLSFOR ACC ESSTO BALLAST TRAY. OPT ICSAREFIELD ROTATABLE IN90'INCREMEN' CLOSEDCELL EPDMGASKETINGCOMPRESSEDBETWEEN DOOR AND HOUSINGSEALSOPTICALCHAMBER. G _9mKEn NNz MOGUL BASE PORCELAIN. LAMP HOLDER EQUIP PEDWITH FACTO RV INSTALLED QU IC K DISCONNECT PLUG. LAMP ROIl1EFL (BYOT HER S) LANg ELECTR ICALCOM PON ENTSAR EFACTORY PREWIR EDW IT HQ UICK-D ISCONN ECT P LUGSAN❑AREMOUNT E❑ TOA REMOVA BLEBA LLAST T RAY. ENT IR EBALLAST ASSEMBLY IS REMOVAB LE FROM HOUSINGWIT HOUT BALLAST= IJSEOFTOOLS. 3"XS"X9"HEAVYWALLEXTRUDEDALUMINUM. ARM IS DESIGNED WITH HORIZONTAL RIBSTOCOMPLIMENT STYLING ON HOUSING. ARNE ALL EXPOSED HARDWARE ISSTAINLESSSTEEL. HARDWARE: PO LY ESTER POWDER COAT -STATE OF TH EA RT 20 PSI PRESSURE POWER WASH AT 140°TEMPERATURE INCORPORATES FOURST EP IRON PHOSPHATEP ROC ESSTOCLEANSEAND P RET REATT HEM ETALSURFACE FINISH FOR MAXIMUM PAINT ADHESION. ELECTROSTATICALLY APPLIED TEXTURED POLYESTER POWDER TOP COAT ISBAKEDAT4OO'TEMPERATUREFORMAXIMUM HARDNESSAND EXTERIOR DURABILITY. Umt U.L LSBtl ldr L U.L 3W rt Catalog Number SNTS 186-11 SNTS 205-11 SNTS 206-7 SNTS 255.11 SNTS 255-7 SNTS 305.11 SNTS 3OS-7 SNTS 355-7 5NT5 50 ENGINEERING laximum EPA - Si Maximum 100 MPH Fixt. vvgt. 400 10.9 400 8.6 460 16.7 400 6.1 400 9.4 350 N/A 376 5.6 350 2.5 IIE5 11ATA luare Feet 90 MPH 80 MPH 70 MPH 14.5 20.2 27.0 12.0 16.6 23.3 19.2 25.1 31.2 6.5 9.8 14.6 12.4 17.0 23.8 2.8 6.7 7.5 8.7 12.1 18.2 5.2 9.3 14.9 5" Ar HAW 1Fr HaLE HEISHT IF", - IFV,' UTA. DOLT CIRCLE BOLT PRIIJBLZIUN y. a .b �; a"b : t••:er HUL I I'HUJEL 11UN 1DD\•'C GRADE MAXNIUM.. 31' All above design LalwlaLuns ate based uR 5usLaineri w-uId turLes plus addltbrial 1.3 wind gusL IFX mplP Opp raat lap MPH witFTsrar)Ll m •-r •- l!A FI-11 I Lai H$AEL POLES MOUNTING TINISII OPTIONS SNTS W17EL POLES MOUNTING FINISH OPTIONS POLE WALL BOLT HEIGHT THICKNESS CIRCLE ANCHORAGE �,'�? 31$'X4' TENON STANDARD TEXTURED FINIBN 0 DUPLEX RECEPTACLE OUP PT23 0185-11 19 11 11W 1'X36'X4' L 9L4rK I10 GFI RECEPTACLE N I1205-11 20' 11 I II/V 1'X36'X4' 1 '2 718'X4' TENON RAJ"-9005-T U NHITF Gil C7205-7 20' 7 1135' 1'X36'X4' PT27 RAL-BOGS-T [13WAY AOAPTEfi T 255-71 25' 11 11 4' 1'X3fi'X4' COTHERTENONMT _ ❑ REr T3120 RAL-7004-T L1255-7 2T 7 11W 1'X35'X4' L[,R+.Gecir,'[ [1305-11 31Y ]1 1l%' 1'X36'X4' DRILL MOUNT RAL-80IILT ■! 1. 1305-7 39 7 11'h' 1'X36'X4' h 1..... _ .. �. ❑3. o_ W ❑ GREEN L1355-7 35' 7 11V 1'X36'X4' RAL-8095-T ❑ 112" COUPLING OPTION: CPLN112 LI FS,II,IE I''RINi ❑ 3#" COUPLING �2•so.....� ❑3,1a6. GPLN314 �.1 Gal VK li; H GLY 1 12"COUPLING 3-120 CPLN2 REQUIRES ❑ T Hra ==1 RAYESTCR (SPECIFY COUPLING LOCATION) PT27 FOWOER AND PDA T3120 FOR74JQQTH ADAPTER rlmsmrk R vz sLwLix_V IC`bFIS SEE AC C ES SORI ES BE CTI ON FOR OTHER OPTIONS PM-A50oj Luminaire Schedule Symbol Qty Label Arrangement LLF Description Lum. Lumens Lum. Watts Aragement Watts Total Watts �] 2 T3 SINGLE 0.800 USA APG-S19-VR-III-320PSMH-1-XX & SNTS-255-11-1-XX @ 25' AFG 25190 365 365 730 �] 1 T5 SINGLE 0.800 USA APG-S19-VR-V-320PSMH-1-XX & SNTS-255-11-1-XX @ 25' AFG 24562 365 365 365 1 T5-2 BACK -BACK 0.800 USA APG-S19-VR-V-320PSMH-1-XX & SNTS-255-11-2-180-XX @ 25' AFG 24562 365 730 730 4 T5-213 BACK -BACK 0.800 USA APG-S19-VR-V-320PSMH-1-XX & SNTS-255-11-2-180-XX CUT TO 22' W/3' CONCRETE BASE @ 25' AFG 24562 365 730 2920 6 WP4 SINGLE 0.950 Philips Gardco 121-4-75LA-NW @ 18' AFG 4546 72 72 432 2 WP3 SINGLE 0.950 Philips Gardco 121-3-75LA-NW @ 18' AFG 4802 72 72 144 Calculation Summary Label Avg Max Min Avg/Min Max/Min All Pts 1.85 8.2 0.0 N.A. N.A. RW Line 1.14 6.3 0.0 N.A. N.A. Back Lot 0.86 2.0 0.2 4.30 10.00 Front Lot 2.62 8.2 0.3 8.73 27.33 NOTES: -ALL READINGS TAKEN AT GRADE !_ t a0 IZ LI_ F: 0 3mor. O fu �N�sI� f d fV 9_ C3 = . W _j Ln In (v OS Co V ro N L �L-1-4 - r• v, rn i,•1 Ol gnu_ �r ILI R O� ri W" J J .J. U nU) W 0 m V J J n , W O r}n+r n v / C Page 1 of 1 Lo ' O O Q a o � G) U Q Q Q � O � � m *k r N Cl) m N N U U M 0 � TAB 5 CID FII ----- ----- -Il II I I lr ll l \ ----- I S q l lip —� �\\ • ^ 119.1' -- 1 1 II I ' /CIDN Tree Protection Fence, G— -----�—��_ Refer to L101 M En I(27) Pan-v (191) Cor-v (5) Pic-g PROPOSED BUILDING #1 (51) Jun-v _ 10,657 S.F. + + + + (19) Vib-x (66) Pan-v E + - ....... (16) Ite-v T + + I (86) Hem-x (27) Cor-v (22) Cor-v (27) Cor-v I •J + } ' + d 14 M (13) Cal -a m (9) Jun-v d (15) Cal -a (11) Ite-v (11) Ite-v l C 1 (5) a -a ° (37) Hem-x t (37 : ) Hem-x ■ (8) Cal -a ns I o a a I I I I (8) Bux-x l I I (7) Cle a d (8) Ulm -a (1) Pla-x I (7) Jun-v (3) Pic-g (27) Cor-v I I � I I I I I I I I I I I I I I I I I I I I I = D :1. u I �► ►r- .� , - •pj%0 OQOOa as :� '•OOp (110) Hem-x (100) Hem-x 17) Spo-h (152) Hem-x (A� J I I I 7) S Hem-x (8) Bux-x . ° (16) Bux-x I I (4) Pic-g (4) Pan-v m ° ` + ` (1) Pla-x Remove Existing Shrubs in this 8 I I I d ' I area as needed to accommodate supplemental evergreen trees (22) Cor-v I II Tree Protection Fence, cD Refer to L101 J L m N I ao •- (105) Lir-s I O Cal -a 8 I I I (2) Pic-g \\ I II � Remove Existing Shrubs in a I this area as needed to accommodate supplemental (22) Cor-v G_I I I -�� I I evergreen trees - (3) Pic-g I ® d I (7) Vib-x y I I I I I (11) Pan-v d ° jam, f (18) Tax-x 12( Lti ------- i i ii li --- 7L-- - IN I I II ---- Ij \ �I I I I +� 111111 �,- (28) Jun-v 1 0 \ \ \ \ \ \ \ \ LT + + I INNIS + I + + (13) Vljb-x ' J I (3) Jun-v + ° + ' I I I (1) Ulm -a (20) Cal -a (1) Ulm -a (20) Cal -a - (1) Ulm -a (20) Cal -a (1) Ulm -a -r (20) Cal -a — 1I oo�o�a� I III +.I ■ _ 7- - ■ � \��' - `\\\\� Fri a 11 Q � 0 IIIY •' O m 0 O1.- . a ITax-xi 0 O LP - - 0 0• Ra_o_Q Oe.• ::;; I/ o0a 0a1--©a�-•aa �f�r.. --_'__'ar ` a' nO.aaOa-Q-aO--a W0a�000T�)O 00 O�'1 .I 17 .. • • .: •; •'• 11.4�w1 � �r�}rRirKir�%rar rorarci ,rci O r . OAA' ® III\ \- :.111' Existing Shrubs in this neededarea as to accommodate sidewalk connection STOP STOP VIE] ■ (106) H (106) H 10 STOP STOP I _ I I I I I _I I I I I I STOP 0- 30' 50- SCALE: 1 "=30' GENERAL LANDSCAPE AND PLANTING NOTES G P ❑ E ❑ S H MAN GERSHMAN PA❑TN E E S PARTNERS 1. Plant material to be installed and maintained by a qualified and experienced landscape 600 E. 96t1 1ST -IFFY Suite 150 installer. 2. All materials are subject to the approval of the Landscape Architect and Owner at any INDIANAPOLIS, INDIANA 46240 time. Landscape Architect to inspect all plant locations and plant bed conditions prior to installation. Stake all plant locations for review and approval by the Landscape Architect i before planting. On -site adjustments may be required. Plants are to be freshly dug. Transporting of plants shall be done in a manner as to not destroy the natural shape, Q AMERICAN compromise the health, or alter the characteristics of plant materials. ■ ■ STRUCTUREPOINT 3. Rootballs shall meet or exceed size standards as set forth in 'American Standards for INC. Nursery Stock'. MAIN LEADERS OF ALL TREES SHALL REMAIN INTACT. Remove ■ from the site any plant material that turns brown or defoliates within five (5) days after planting. Replace immediately with approved, specified material. 7260 Saldel[nd StCtion dndionDpo.is, IndiL]rn❑46256 TEL 317.547.5580 LFAX 317.543.0270 4. Plant counts indicated on drawings are for Landscape Architect's use only. Contractor www.structurepoint.com shall make own plant quantity takeoffs using drawings, specifications, and plant schedule requirements (i.e., spacing), unless otherwise directed by Landscape Architect. Contractor to verify bed measurements and install appropriate quantities as governed by plant spacing per schedule. 5. All plant beds shall receive 3" minimum of genuine shredded hardwood bark mulch (unless otherwise noted). Apply pre -emergent herbicide as directed by the manufacturer prior to installing mulch. Seed all areas disturbed by construction activities that are not h d I b d h � of erwise note to receive pavement, p anting e , or of er treatment. CONTEXT 6. The Contractor shall install and/or amend topsoil in all proposed bed areas to meet ASTM D5268 standards. Landscaper shall verify depth and quality of topsoil prior to landscape arcbitecture plant installation. A minimum of 4" of topsoil is required for lawn areas- 12" for plant beds. 12 S. Main Street, Suite 200 Fortville, IN 46040w Topsoil sources shall include the reuse of surface soil stockpiled on site, clean of roots, tel317.485.6900 wweontexwdesign.com plants, sod, stones, clay lumps, and other extraneous or foreign materials larger than 1 ". Supplement with imported topsoil from off -site sources when quantities are insufficient. Do not obtain supplemental topsoil from agricultural land, bogs, or marshes. Inorganic amendments, organic amendments, and fertilizers shall be used to amend topsoil as needed for long-term plant health. 7. Verify all utility locations in the field prior to beginning work. Repair all damaged utilities to satisfaction of the Owner and Operating Authority at no additional cost. 8. Install all plant material in accordance with all local codes and ordinances. Coordinate with the Owner to obtain any required permits necessary to complete work. All workmanship and materials shall be guaranteed by the Contractor for a period of one (1) S H O P P E S AT calendar year after Final Acceptance. 9. Maintain all plant material for a three (3) month period from date of Substantial THE ❑ ❑ I D ❑ ES Completion. Maintenance shall include pruning, cultivating, watering, weeding, fertilizing, restoring plant saucers, spraying for disease and insects, and replacing tree wrappings. Recommended long-term maintenance procedures shall be provided to the Owner before expiration of this period. 10. Satisfactory Seeded Lawn: At end of maintenance period, a healthy, uniform, close stand of grass has been established, free of weeds and surface Irregularities, with 1 16t ❑ ST ❑ E ET D coverage exceeding 90 percent over any 10 sq. ft. (0.92 sq. m) and bare spots not exceeding 3 by 3 inches. Reestablish lawns that do not comply with requirements and S P ❑ I N ❑ MILL C OAD continue maintenance until lawns are fully satisfactory to the Owner. ❑A ❑ M E L, IN 46032 LANDSCAPE ORDINANCE REQUIREMENTS The Bridges PUD Ordinance Z-550-11 Section 7.3 Perimeter Buffering Perimeter Buffering was provided in a previous phase and shall remain Section 7.4 Street Trees Street Trees along Spring Mill Road were provided in a previous phase and shall remain Section 7.5 Foundation Planting Standards Within Commercial Amenity Use Block, 5' wide planting bed along front and sides of buildings required Main Buildings: 667 LF x 5' = 3,335 SF Required 5,165 SF Provided Outparcel: 105 LF x 5' = 525 SF Required 927 SF Provided Section 7.6 Parking Lot Plantings Interior: 1 Shade Tree and 5 Shrubs per 18 parking spaces required 194 Parking Spaces / 18 = 11 Island Shade Trees and 54 Shrubs Required and Provided Lot Perimeter: 5' wide perimeter planting strip with 4 Shade Trees and 30 Shrubs/Ornamental Grasses per 100 LF 189 LF / 100 LF x 4 = 8 Shade Trees Required and Provided 189 LF / 100 LF x 30 = 57 Shrubs/Ornamental Grasses Required and Provided E❑TIFIED ❑ ISS❑ANE INDEX DATE❑ 08 222014 P❑OEE❑T PHASE❑ PHASE II ❑E❑ISION S❑HED❑LE NO. I DES❑❑IPTION I DATE Pro ect Num-er 2010.01114 PLANTING PLAN Ll 00 TAB 6 Signage Requirements for The Shoppes at The Bridges TENANT STOREFRONT WALL SIGNAGE: Allowable Number: One sign per facade per PUD. Location: Not required to face a public street frontage. Signs on the two buildings closest to Springmill Road shall not face Springmill Road per the Bridges PUD. Allowable Area: The allowable sign area for an individual tenant shall be per Exhibit 14 (Sign Area Chart) of the Bridges PUD. Mounting: Flushed to the exterior building skin, shall not extend above the facade, and shall not extend 8" beyond the building facade. Material: Individual metal channel letters and logos with plastic translucent faces. Color: Face Color: Unrestricted; Return Color: Unrestricted. Illumination: Internally illuminated neon or LED that shall be designed to prevent light spillage from sign face. Width: The allowable width for a wall sign shall not exceed 85% of the width of the tenant's building frontage unless the tenant width is less than 20' in which case this provision shall not apply. Height: The allowable height for a wall sign shall be a maximum of 48" in height. DRIVE-THRU SERVICE MENU SIGNS: Per the Bridges PUD at 30 sf and 6' in height. Preview menu sign is also permitted at 16 sf and 6' tall. PROJECTING SIGNS, PORCH SIGNS AND AWNING SIGNS: Per the Bridges PUD. Additionally these sign types including signs on canopies and trellises may be illuminated externally and constructed of metal. Internal illumination shall not be permitted. WINDOW SIGNS AND MURALS: Per the Bridges PUD. TAB 7 00 / �� , ►� I 1 11 l / I ZONED PUD /� ill / I l �� USE: COMMERCIAL ----- / OWNER: BRIDGES I LLC L .0,----- / Curve Data Curve Data ,/ I l / ri �`�\ �� `� A = 9'42'47"- - - - - - i19. A = 80'17'13" I �,� l /� / / /i j `� • �� R - 169.50' ' I R = 12.50' i / �/ / /i' / i� �� ' \ T = 14.40'-------- I ----- T = 10.54' \� \ ` \� '� L = 28.73' _ r -�---r- it / L = 17.52' / / / l� / 4 ��\ ��v�� C = 28.70" I1i II III II III � � ' Ali / I C = 16.12 , I / / II / / II I �� cCBRG = N85'08'37"E e I I II I I I \� r/ I I �_ - - - JL�_L =_=� CBRG = N40'08'37"E ---- L ®I \\ \ �� \\\\� a N90'00'00 E] 63.86' N00'00'00"W 5.50' / N90'00'00"E 50.43' 135.98 GM S76'59'12"E / I , 20.00' / / a' li R PROPOSED BUILDING #1 ci 0 J z / I / d ° M 10,657 S.F. cn z z FFE= 854.50 z0M� i a / / / / / o>>N I ; / I N m� / / / T Ill lil cn / i / l a 77 J M / a / / C •d EM 30. ° co 9' 1 9, 9, M Iu / / / a A TYP. V.A. V.A. N a R A . / / I I / E O H o� Co to Q I I o °' I 0 a � I I Y I I a i l I/ a� � TYP. A 14, \ I IS NG MULTI-USEI I I li I I a B 18, 25' PA I I Ie I I I I I I ly I I I I A I I I I F I I I 51 I I I I� 0 I H I QI I I I I I J 4 A I OI a I DUKE ENERGY EASEMENT UTILITY E ° ' • a 0I I Z I I ° 20' SEWER EASEMENTI N I I A I I I I 8 I50' HALF R/W I I A A I I I I CD I I l o l z ° I oiI I jL o 5 I B 115' WATER LINE EASEMENT I I I I coo ° CN 00 o I i 0 A TYP. I I I I z I a H OA L I 20' LANDSCAPE SETBACK 4 F J I I i I I 46.4' R r '' l I Cn 1 30' BUILDING SETBACK I I w H D� I I I A J EXISTING MULTI -USE L PATH I I I I E I I I I I i B a TT I I ;� I 15 _ I I I a A GM ••••: •• :.• d° A N L TYP. 00 f91 � a TYP. in E Cv �- TYP. TYP. c W TYP. a 9, TYP. u) CV TYP. co g E w91 TY'• TYP. :A. PROPOSED OUTLET BUILDING 3,692 S.F. FFE= 852.00 `a,.. 1��ZVZ��. r�:�:�:��', r❑ICI m �. I 'IL NA 1 m ., - I - ---- --------- ------- 7 --- L-I -- ------------------------------------------------------ INI STO I I r STOPi STOP I I I STOP i STOP I I ZONED PUD I USE: VACANT - OWNER: BRIDGES II LLC II I II I A 11 11 I I I I 11 I1 II I I I Il l 13 I l 11 �I I I I I I I 14 11 11 I II I 14 1 I 11 II I I I l U I I I 14 l NO\E C PC 11 I IQ III I I11 1 �------- a 5ell I it a ------- 12( li I III I ------- - - III I 1 ZONED PUD al i USE: COMMERCIAL = \OWNER: BRIDGES I LLC I S45'03'12"E 3 71' 11' n - If II II ZONED PUD USE: VACANT OWNER: JEC PARTNERSHIP, LIP 25' I S00'06'24"E f 478.26' I I' 4 > �. III its I d115 I I� 0" 30• 60' SCALE: 1 "=30' PARKING ANALYSIS PROPOSED BUILDINGS TOTAL S.F. = 45,636 STANDARD PARKING (9'x18') 188 HANDICAP PARKING PROVIDED 9 ( INCLUDES 9 VAN ACCESSIBLE ) TOTAL PROPOSED PARKING 194 BICYCLE PARKING 14 DEVELOPMENT SUMMARY TABLE IMPERVIOUS COVERAGE: 3.25 AC PERVIOUS AREA: 0.61 AC TOTAL AREA: 3.86 AC PARCEL COVERAGE: 87% LAND DESCRIPTION THE BRIDGES - CARMEL, INDIANA PHASE 2 - RETAIL 02/22/2014 A PART OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP 17 NORTH, RANGE 3 EAST LOCATED IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA BEING BOUNDED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 2, TOWNSHIP 17 NORTH, RANGE 3 EAST; THENCE NORTH 89 DEGREES 17 MINUTES 34 SECONDS EAST (ASSUMED BEARING) 117.22 FEET ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER TO THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST, AND TO THE NORTHWEST CORNER OF THE 1.690 ACRE TRACT OF LAND (CALLED PARCEL 2) DESCRIBED IN THE QUIT CLAIM DEED RECORDED AS INSTRUMENT #200500026462 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE SOUTH 13 DEGREES 00 MINUTES 48 SECONDS WEST 261.71 FEET (MEASURED, 261.67 FEET BY DEED) ALONG A WESTERLY LINE OF SAID 1.690 ACRE TRACT OF LAND TO A CORNER THEREOF; THE FOLLOWING THREE (3) COURSES ARE ALONG THE BOUNDARY OF SAID 1.690 ACRE TRACT OF LAND; 1) THENCE SOUTH 76 DEGREES 57 MINUTES 39 SECONDS EAST 36.50 FEET (MEASURED, 36.78 FEET DEEDED); 2) THENCE NORTH 14 DEGREES 17 MINUTES 21 SECONDS EAST 131.35 FEET; 3) THENCE NORTH 68 DEGREES 30 MINUTES 03 SECONDS EAST 21.43 FEET; THENCE SOUTH 37 DEGREES 40 MINUTES 15 SECONDS WEST 16.99 FEET TO THE EASTERLY RIGHT-OF-WAY OF SPRING MILL ROAD; THENCE SOUTH 13 DEGREES 00 MINUTES 48 SECONDS WEST 230.11 FEET ALONG SAID EASTERLY RIGHT-OF-WAY TO THE POINT OF BEGINNING OF THIS DESCRIPTION: THENCE SOUTH 76 DEGREES 59 MINUTES 12 SECONDS EAST 20.00 FEET; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST 50.43 FEET; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST 5.50 FEET; THENCE NORTHEASTERLY 17.52 FEET ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 12.50 FEET, THE CHORD OF WHICH BEARS NORTH 40 DEGREES 08 MINUTES 37 SECONDS EAST 16.12 FEET; THENCE NORTH 80 DEGREES 17 MINUTES 13 SECONDS EAST 135.98 FEET; THENCE EASTERLY 28.73 FEET ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 169.50 FEET, THE CHORD OF WHICH BEARS NORTH 85 DEGREES 08 MINUTES 37 SECONDS EAST 28.70 FEET; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST 63.86 FEET; THENCE SOUTH 45 DEGREES 03 MINUTES 12 SECONDS EAST 23.71 FEET; THENCE SOUTH 00 DEGREES 06 MINUTES 24 SECONDS EAST 478.26 FEET; THENCE NORTH 89 DEGREES 59 MINUTES 48 SECONDS WEST 359.30 FEET TO THE EASTERLY RIGHT-OF-WAY OF SAID SPRING MILL ROAD; THENCE ALONG SAID EASTERLY RIGHT-OF-WAY THE FOLLOWING TWO (2) COURSES: 1) NORTH 00 DEGREES 03 MINUTES 30 SECONDS EAST 306.90 FEET; 2) NORTH 13 DEGREES 00 MINUTES 48 SECONDS EAST 153.33 FEET TO THE POINT OF BEGINNING AND CONTAINING 3.864 ACRES, MORE OR LESS. NOTES: 1. ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON. 2. ALL PAVEMENT MARKING WITHIN PUBLIC RIGHT-OF-WAY TO THERMOPLASTIC REFER TO SHEET C002 FOR GENERAL SITE NOTES CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE INDIANA UNDERGROUND - G P E ❑ S H MAN GERSHMAN PA❑TNE❑S PARTNERS 600 E. 96t❑ ST❑EET Suite 150 INDIANAPOLIS, INDIANA 46240 �L O AMERICAN 10 STRUCTUREPOINT INC. 7260 SoEdellind St tion dndiEhCpo7s, Indi In 46256 TEL 317.547.5580 rFAX 317.543.0270 www.structurepoint.com PROPOSED SITE LEGEND LIGHT DUTY PAVEMENT HEAVY DUTY PAVEMENT S H O P P E S AT THE ❑ ❑ I D ❑ E S CONCRETE ASPHALT PATH 0 6" STRAIGHT CONCRETE CURB © COMBINED WALK & CURB 116t ❑ ST ❑EET ❑ © STOP SIGN (R1-1) OD PEDESTRIAN CROSSING S P ❑ I N ❑ MILL ❑ OAD OE 4" SOLID WHITE, PAINT LINE ❑A❑ M EL, IN 46032 0 4" SOLID BLUE, PAINT LINE (A.D.A SPACE) © 24" STOP BAR, WHITE, PAINT OH ADA PARKING SIGN OI PIPE BOLLARD O DUMPSTER PAD & ENCLOSURE (REFER TO ARCHITECTURAL PLANS FOR ENCLOSURE DETAILS) KO CURB TAPER (TAPER FROM 0"-6") © CONCRETE PAVEMENT 0 BICYCLE RACKS 0 "DO NOT ENTER" SIGN ® A.D.A. RAMP (TYPE "A") R1 A.D.A. RAMP (TYPE "C") G� ® A.D.A. RAMP (TYPE "H") ® A.D.A. RAMP (TYPE "G") V.A. VAN ACCESSIBLE OJ G ❑ ADA ACCESSIBLE PARKING SPACE LIGHT POLE (REFER TO O� SITE LIGHTING PLAN) O O UTILITY METERS TRANSFORMER PAD ❑E❑TIFIED ❑❑ NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. 4. FLOODPLAIN STATEMENT: THE SITE IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY, OR FLOODWAY FRINGE AS INDICATED ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 18057CO208F, DATED FEBRUARY 19, 2003. 5. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT APPROVED STORMWATER MANAGEMENT PERMIT. 6. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DEPARTMENTS CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAYS. ISS❑ANE INDEX DATE 08F22 2014 P❑OCE❑T PHASE❑ PHASE II ❑E❑ISION S❑HED❑LE NO. I DES❑❑IPTION I DATE Pro ect Num_er 2010.01114 SITE PLAN C201 116th Street �\ YaG� oCTEM— > u W 1 z i Y -- n � _ I I 1111 PATH -EXISTING i�l10' n 10' PATH - FUTURE m I u ------ 5' SIDEWALK -EXISTING � n -----� 5' SIDEWALK - PROPOSED ----- 5' SIDEWALK - FUTURE 7 1I----------------U411911 I I I I�I I -------------- I I I � - f--I � I I I \ \r SCALE: 1"=400' \I I— — oil 11�1� I IIIIII I � PEDESTRIAN CONNECTIVITY PLAN SHE_ SCALE: 1" = 400' AMERICAN 7260 SHADELAND STATION DATE: 03/05/2015 STRUCTUREPOI NT TEL 317.5D417.55 00LISFAX 3 7.543 0270 DRAWN BY: ART 1 N C. www.structurepoint.com CHK'D. BY: ART JOB NO. 201 Ml114