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Home My WebLink AboutConstruction Plans (2) October 25, 2012 "lEIVE 2012 SUBMITTAL UPDATE ,,fC .? FOR RAMA CARWASH MODIFICATIONS RE: Rama Carwash Modifications Dear Angie Conn: Included in this submittal are a more complete set of construction plans for the proposed modifications to the existing Carwash on Carmel Drive. Copies of these plans have also been distributed to members of the Technical Advisory Committee for review and it is our intention to work with them to address any comments that they have. One item I would like to address specifically is the sign package. Our initial sign package submittal brought to light a number of variance issues regarding size and height of our signs. We will be evaluating and fine tuning our original submittal and it is likely we will submit a variance request to the BZA. Our request to the sub-committee is that they consider approval of the site modifications with a condition on the signs that they be installed per the outcome of the BZA hearings. I look forward to discussing this project at the sub-committee meeting on November 7th and If you should have any further questions or comments please feel free to contact me directly at: Corey Williams SEA Group, LLC cawcseagrouplIc.corn (317) 844-3333 Sincerely, (/)„ /oW cf00020 Mt'%I L1T 11r• r%r•n1AIAIIAln CARMEL DRIVE ��"'� I I Unowwhat's�l�0Olfi9. L'J LI � I i �aog before you dig. 20 0 10 20 (IN FEET) I inch 20 ft. SYMBOL LEGEND S u r v e y o r s SEA GROUP MONUMENT SET 494 Gradle Drive Phone: 317.844.3333 SIGN ® FIRE MAIN GAS GAS LINE MARKER PROJECT LOCATED IN: ® CONCRETE MONUMENT SET EXISTING CONDITIONS LARGE SIGN PREPARED FOR: FIRE HYDRANT GV GAS VALVE Indianapolis, IN 46107 X CUT "X" SET c0__) ` UTILITY POLE N WATER METER GAS METER BRASS PLUG FOUND 3 LIGHT POLE Da WATER VALVE TO TELEPHONE MANHOLE COPPER WELD FOUND ®= GROUND LIGHT WATER WELL �T TELEPHONE UTILITY O SURVEY MARKER FOUND E ELECTRIC METER ® BEE -HIVE INLET TE TELEPHONE LINE MARKER 4/ ••........- °�� ® ®� SURVc x PK or MAC NAIL FOUND 0 ELECTRIC UTILITY ® CURB INLET SRN SANITARY SEWER MANHOLE PROJECT NUMBER: SECTION CORNER (AS NOTED) eA LARGE TREE ® DRAINAGE INLET SAN SANITARY SEWERI MARKER lii� BENCHMARK (AS NOTED) AIR CONDITONEER 0H MANHOLE STORM SEWER MANHOLE RIGHT OF WAY MARKER MAIL BOX AIR / VACUUM EQUIPMENT �C CABLE UTILITY ° Grou S u r v e y o r s Engineers Architects 494 Gradle Drive Phone: 317.844.3333 Carmel, IN 46032 Fax: 317.844.3383 www.SEAGroupLLC.com PROJECT ADDRESS: 431 E CARMEL DRIVE CARMEL, IN 46032 PROJECT LOCATED IN: SECTION 31 TWP 18 NORTH, RANGE 04 EAST CLAY TOWNSHIP, HAMILTON COUNTY EXISTING CONDITIONS DEMO PLAN PREPARED FOR: RAMA CARWASH Tony Viduya 4752 S Emerson Indianapolis, IN 46107 REV. # DATE REV. DESC. CERTIFIED BY: IG��R% w�P\ ; ��G15TER' •.� /lam ®� No. �- * _. LS20200083 � 4 STATE OF ®�e '4'••. f NDtANP •' •ON�® 4/ ••........- °�� ® ®� SURVc x DATE: 10/24/12 APPROVED BY: BCR D RAW N BY: CAW DATE OF LAST FIELD WORK: 9/11/12 DATE PLOTTED: 10/24/12 REFERENCE #:C12 -7262 PROJECT NUMBER: 12-7341 C1 ■ nr,1K1T nc MC/"%1A1A11A1t'-% CARMEL DRIVE O OA PROPOSED ASPHALT PAVEMENT O OB PROPOSED CONCRETE CURB O OC PROPOSED CONCRETE PAVEMENT no O OD RELOCATED TRASH ENCLOSURE O OE CARVAC SERIES C O OF VACUUM STATION 6 "x6 "- W2.9xW2.9 WWF 5" CONCRETE PAVEMENT MEDIUM BROOM FINISHED WITH CONCRETE CURRING COMPOUND. a o 0 a a a a o a 4 Q Q )MPACTED STONE E COMPACTED TO 00 00 00 00 O WDARD PROCTOR \ \ \ \ \ \\ \\ \\ OC CONCRETE PAVEMENT SECTION NOT TO SCALE 1" NO. 11 B SURFACE 2" NO.9 BINDER 2" NO. 53 STONE " t 4 NO.2 STONE 12" SUBGRADE COMPACTED TO 95% OF A STANDARD PROCTOR O LIGHT DUTY ASPHALT PAVEMENT SECTION NOT TO SCALE I C"} C co 0 n C: --a M M CD zE r- C 0 Q Unow what's hempow. U9090 before you dig. 3" TOP SOIL COMPACTED BAC KIILL 24' LASE DIME 304S FOR LOCAL ROADS ONLY 20 0 10 20 ( IN FEET) 1 inch= 20 ft. 24` 3' TOP SOIL 1 ��••1�R., E 2' FADIUS f • #.r SLR 1 /4-/Fr, CLASS A- i y j s • , • CONCRETE COMPAC E0 BACKFILL LSE DWENSMS FOR ALL RWS EXCEPT LOCAL ROADS C04181NED CURB AND CUTTER TYPE l// NO SCALE NOTES: INTEGRAL CURB WTH CONCRETE PA'"ENT SHALL BE SIVILAR SHAPE CURE ALL EXPOSED SLfACES CON7ACTiOM X13 TS SHALL BE IM ID OR SAWED IN CON11163USLY FOLFM CLIRBS TO A 0 WLN C'Em OF 112- DAMPEN VLECRUE a70RE PLACING COnCFETE CONTROL JOINTS EVERY 5 MA14J4 ON RA01I 011,MWSE MY 10' UA>WLIJ. PP,EFCFWED EKPIWSICN JOINT VERY W WAXWX NO BAO(RWNG OR CUFACTION WAY OCCLfi.12r Fi09 CURB UNTIL 5 FuL, DAYS HAVE PA35D AFTER P'-ACING CONCRETE SIIALL Cr{ -OW TO CITY'S CONMETE CL1fiO POLICY IN ALL RESPICM ° G r ou S u r v e y o r s Engineers Architects 494 Gradle Drive Phone: 317.844.3333 Carmel, IN 46032 Fax: 317.844.3383 www.SEAGroupLLC.com PROJECT ADDRESS: 431 E CARMEL DRIVE CARMEL, IN 46032 PROJECT LOCATED IN: SECTION 31 TWP 18 NORTH, RANGE 04 EAST CLAY TOWNSHIP, HAMILTON COUNTY SITE PLAN PREPARED FOR: RAMA CARWASH Tony Viduya 4752 S Emerson Indianapolis, IN 46107 REV. # DATE REV. DESC. LEGEND: PROPERTY BOUNDARY ° PROPOSED CONCRETE PAVEMENT SEE DETAIL BELOW PROPOSED ASPHALT PROPOSED ASPHALT PAVEMENT CERTIFIED BY: ° ER-;0 iT * = LS20200083 ';. STATE OF ;' o DATE: 10/24/12 APPROVED BY: BCR D RAW N BY: CAW DATE OF LAST FIELD WORK: 9/11/12 DATE PLOTTED: 10/24/12 REFERENCE #:C12-7262 PROJECT NUMBER: M 12-7341 C2nO r-%r%1w1r ter- r r- e%1K1K11Kir+ r.ARMFI DRIVE �n- 0 0 Know what's b800W. � alg0 before you dig. 20 0 10 20 (IN FEET) 1 inch= 20 ft. ArGroup A w S u r v e y o r s Engineers Architects 494 Gradle Drive Phone: 317.844.3333 Carmel, IN 46032 Fax: 317.844.3383 YmmSEAGroupl-Mcom PROJECT ADDRESS: 431 E CARMEL DRIVE CARM E L, IN 46032 PROJECT LOCATED IN: SECTION 31 TWP 18 NORTH, RANGE 04 EAST CLAY TOWNSHIP, HAMILTON COUNTY GRADING PLAN PREPARED FOR: RAMA CARWASH Tony Viduya 4752 S Emerson Indianapolis, IN 46107 REV. # DATE REV. DESC. LEGEND: PROPERTY BOUNDARY TC 000.00 PROPOSED SPOT ELEVATION j BC 000.00 TC = top of curb, BC = bottom of curb i X 639.80 EXISTING SPOT ELEVATION --6,39-- EXISTING CONTOUR CERTIFIED BY: oo ® ® ® ® ®RAIG ® ® ® ®e ��: No. * = LS20200083 ';• STATE OF ° °��••SURV� ®® ® ® ® !T7 op V DATE: 10/24/12 APPROVED BY: BCR D RAW N BY: CAW DATE OF LAST FIELD WORK: 9/11/12 DATE PLOTTED: 10/24/12 REFERENCE #:C12-7262 PROJECT NUMBER: M12 -7 41 -16— C3mOy1 POINT OF BEGINNING w in _ d- o cn o 0 0 O d- 0 POINT OF BEGINNING 832.93 r� 833.32 N00 °09'45 'W 8.00' T C1j o 834.72 835.00 FLANNER & BUCHANAN, INC. DEED BOOK 326, PAGE 152 FLANNER & BUCHANAN, INC. DEED BOOK 336, PAGE 841 CARMEL DRIVE N89 °55'00 "E 14. �- / I I EXISTING � IMPERVIOUS CALCULATION `n _ d- o cn o 0 o d- 0 • 5'001 1 8.00. 8 - " 143.37' S u r v e y o r s - 2i = 14,370 sf. IMPERVIOUS AREA = 8,854 sf. A 8311319 830.95 / 8 IMPERVIOUS AREA �\ C7) 831.06 x 631.20 �1 co 6 X 831.36 x 831.10 c J/ DATE x831.41 1., f W 1 A 6.2 SQUARE FEETf) x 631.65 Z z Masi . x 630.80 � . _ 1111111 TOP OF CASTING - 30.97 0 835.14 100 x830.92 ,NV. N 12" RCP - 828.67 `n 835.12 INV. SW }- 12" RCP f 828.82 83,.39 831.28 X 830.89 x 830.71 ' x 831.42 X 830.81 631.31 11 1 - X 0.91 AREA 831.31 831.57 . 830. ` � ` � - x 631.30 835.45 X 831.63 x 831. 84 x 39 1.36 831.73 x 831.26 X 8 .21 8331328 a$31351 835.74 31.90 X 1.3� X 831.44 • x 831.54 00 TOP OF CASTING - 831.58 o M INV. N12" RCP - 829.03 CD ° 835 8 832.24 x 2.03 x 831070 Ln �l n _- ! ' Q) C) �� \ 0 C) ° FWPNM 835.34 835.06 834.56 B832Z80 832.43 x832.20 x 832.13 W 832.98 •/ 832.97 \ S H E\D ow AREA11 11 0 aw.3` x biz X 632.62 M ' J 833.42 X 832.73 \ `i 833.15 x 872.77 2HY1325 833.31 x 833.1 833.00 x 832.84 X .82 M21135 x 0m :882,338 0 �n tY7 O 1.� 11 r i L� S•I• r� J 831.05 831.28 \ PA]2784 . tS213$ Vp f2 .2. o32. (1 86?�fB z 832.42 832.27 / 285NM t i 8J .48 ❑ � r� ��I88YSi9 TOP CAST! G - 832.68 INV. NW - 12� RCP - 826.08 X93 :J5f7 ,lam it 33.94 SHED \ x 833.83 rg \ UNITED STATES POSTAL SERVICE INSTRUMENT J9709726185 t383358� -� f1e63�6, � !y7 / C 6a�a5 11 c11 i� 1; 633:69 SHED AREA "A" S u r v e y o r s TOTAL AREA = 14,370 sf. IMPERVIOUS AREA = 8,854 sf. A 8311319 830.95 TOTAL AREA = 16,418 sf. IMPERVIOUS AREA = 10,050 sf. '171 831.06 x 631.20 TOTAL AREA = 9,768 sf. X 831.36 x 831.10 = 2,776 sf. REV. # DATE x831.41 1., f _8811: 43 .49 / 1233 ?1 8832762 � .:.633,630 r iN �\ 2.55 PROPERTY BOUNDARY \ (MATCH EXISTING) X 639.80 EXISTING SPOT ELEVATION --6,39-- EXISTING CONTOUR M. E. MATCH EXISTING ELEVATION 83 . ... , ST. CIO * LS20200083 * e ';. STATE OF o `o �p 9 ••• /A/DIA A ' •��® •••........ °o 831.58 / /\ APPROVED BY: BCR DRAWN BY: CAW DATE OF LAST FIELD WORK: 9/11/12 DATE PLOTTED: 10/24/12 REFERENCE #:C12-7262 PROJECT NUMBER: M12 -7 41 C301OCT ;. 1" J [jegaWZ B832Z80 832.43 x832.20 x 832.13 W 832.98 •/ 832.97 \ S H E\D ow AREA11 11 0 aw.3` x biz X 632.62 M ' J 833.42 X 832.73 \ `i 833.15 x 872.77 2HY1325 833.31 x 833.1 833.00 x 832.84 X .82 M21135 x 0m :882,338 0 �n tY7 O 1.� 11 r i L� S•I• r� J 831.05 831.28 \ PA]2784 . tS213$ Vp f2 .2. o32. (1 86?�fB z 832.42 832.27 / 285NM t i 8J .48 ❑ � r� ��I88YSi9 TOP CAST! G - 832.68 INV. NW - 12� RCP - 826.08 X93 :J5f7 ,lam it 33.94 SHED \ x 833.83 rg \ UNITED STATES POSTAL SERVICE INSTRUMENT J9709726185 t383358� -� f1e63�6, � !y7 / C 6a�a5 11 c11 i� 1; 633:69 SHED AREA "A" S u r v e y o r s TOTAL AREA = 14,370 sf. IMPERVIOUS AREA = 8,854 sf. SHED AREA "B" 431 E CARMEL DRIVE TOTAL AREA = 16,418 sf. IMPERVIOUS AREA = 10,050 sf. SHED AREA "C" PREPARED FOR: TOTAL AREA = 9,768 sf. IMPERVIOUS AREA = 2,776 sf. PROPOSED IMPERVIOUS CALCULATION SHED AREA "A" S u r v e y o r s TOTAL AREA = 14,370 sf. IMPERVIOUS AREA = 10,179 sf. SHED AREA "B" 431 E CARMEL DRIVE TOTAL AREA = 16,418 sf. IMPERVIOUS AREA = 11,167 sf. SHED AREA "C" PREPARED FOR: TOTAL AREA = 9,768 sf. IMPERVIOUS AREA = 3,918 sf. A/-, Group,. S u r v e y o r s Engineers Architects 494 Gradle Drive Phone: 317.844.3333 Carmel, IN 46032 Fax: 317.844.3383 www.SEAGroupLLC.com PROJECT ADDRESS: 431 E CARMEL DRIVE CARMEL, IN 46032 PROJECT LOCATED IN: SECTION 31 TWP 18 NORTH, RANGE 04 EAST CLAY TOWNSHIP, HAMILTON COUNTY GRADING PLAN PREPARED FOR: RAMA CARWASH Tony Viduya 4752 S Emerson Indianapolis, IN 46107 REV. # DATE REV. DESC. LEGEND: PROPERTY BOUNDARY 6ao.so PROPOSED SPOT ELEVATION (MATCH EXISTING) X 639.80 EXISTING SPOT ELEVATION --6,39-- EXISTING CONTOUR M. E. MATCH EXISTING ELEVATION CERTIFIED BY: . ... , ST. CIO * LS20200083 * e ';. STATE OF o `o �p 9 ••• /A/DIA A ' •��® •••........ °o DATE: 10/24112 APPROVED BY: BCR DRAWN BY: CAW DATE OF LAST FIELD WORK: 9/11/12 DATE PLOTTED: 10/24/12 REFERENCE #:C12-7262 PROJECT NUMBER: M12 -7 41 C301OCT ;. .fl , PROPOSED LANDSCAPING OFZIGIKFMIAL LANDSCAPE PLAN WAIER FAN IU F UO � �ku* (now what's h00619. Ca00 before you dig. 20 0 10 20 ( IN FEET) 1 inch= 20 ft. Q FM P09 CH MSAELTT( M N T AV IQIN^ AVA E UFI G" N TR TI N THE SUREST WAY TO PROTECT TREES THAT ARE TO BE WED IS TO: (1) WORK WFT-i THE BUILDER TO LOCATE AND t.IAPK iWrrH FLAGGNG AND /OR SIGNS ALL CONSTRUCTION ROADS, PARKING PLACES FOR WORKERS, AND AREAS FOR STORAGE OF SULDING UATERWS. M EI. AND 5QIL. OUT THE D(ACT l CA ONK OF TREN01ES. AND (3) ERECT PWSICAL 8ARRu7qS AROUND ALL "SUM- TREES OR, BETTER YET, ARCUND CROUPS Of TREES. NEAR THE CONSTRUCT*14 AMITY. BARRIERS THAT EXTEND' BEYOND THE DRIPLINE PROTECT TREES CURING CONSTRUCTION. TREE PRESERVATION DETAIL (NO SCALE) GENERAL LANDSCAPING NOTES: SITE MODIFICATIONS WILL NOT AFFECT ALL AREAS AND EXISTING PLANTINGS ARE TO BE EVALUATED TO DETERMINE THEIR HEALTH. DEAD OR DYING PLANTS /TREES ARE TO BE REPLACED PER ORIGINAL LANDSCAPE PLAN. HEALTHY SHRUBS /TREES THAT ARE TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION. PROPOSED LANDSCAPE PLAN SHOWS AREAS WHERE SITE MODIFICATIONS ARE ANTICIPATED TO AFFECT EXISTING PLANT MATERIALS. SCHEDULE OF PLANT MATERIALS F C/F,GrouR S u rV e y o r S Engineers Architects 494 Gradle Drive Phone: 317.844.3333 Carmel, IN 46032 Fax: 317.844.3383 www.SEAGroupLLC.com PROJECT ADDRESS: 431 E CARMEL DRIVE CARMEL, IN 46032 PROJECT LOCATED IN: SECTION 31 TWP 18 NORTH, RANGE 04 EAST CLAY TOWNSHIP, HAMILTON COUNTY LANDSCAPE PLAN PREPARED FOR: RAMA CARWASH Tony Viduya 4752 S Emerson Indianapolis, IN 46107 REV. # DATE REV. DESC. LEGEND: 640.50 X 639.80 PROPERTY BOUNDARY PROPOSED SPOT ELEVATION (MATCH EXISTING) EXISTING SPOT ELEVATION --639-- EXISTING CONTOUR M. E. MATCH EXISTING ELEVATION CERTIFIED BY: No. •� * LS20200083 ® • 4 i STATE OF • s DATE: 10/24/12 APPROVED BY: BCR DRAWN BY: CAW DATE OF LAST FIELD WORK: 9/11!12 DATE PLOTTED: 10/24/12 REFERENCE #:C12 -7262 PROJECT NUMB17 u--rx. M 12 -7341 C 6.0