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Home My WebLink AboutA001.00NOIE: 1. REF. CINL FOR 97E PA`hMENT ELEVS PRIOR TO BEqNNING WARP UP TO DOOR. 2. PANNG TO WARP UP 1NiH0UT SEAMS TO ACHIEYE REOUIRED SLOPES. ---- 99.1]' TO -------- 9925' I I x I I w wa I aE II > v�� I 99.91 I 99.17' TO I I 99.17' TO 9925' I 9925' x �� I i o ��a i i N I i I I � SLOPE SLWE �I ,:z� ,:z� II ,._6. ,00.00 ,._p. FF = 1oa.0a' LANDING AT MAN DOOR DETNL SCALE: 1�2� = 1' 0" BOLLAR� TO BE FAINTED WITH RUST PROOF PAINT. 2 COATS BEFORE INSTALLATIpN, � GOAT AFTER WSTALLATION. COLOR TO BE &LACK_ � CEMENT WASH (�") 6"0 STEEL PIPE FILLED W� CONCRETE WITH ROUNDED TOP RNISH PAVEMENT roP oF FaoriNc 2" BELOW PAVING TWICAL (TO BE POURED MONOLITHIC W/ PAVING) #6 x l4" LG_ EACH WAY 18"m CONG FTG. � 0 � 4._3„ �ow wa��, see n— see sTRucT. DETAIL J�S-7 8" CMU BLO CONCRETE PAD FOR CONDENSER UNIT CONCRETE FOOTER PEk STRUCT FREcasr CAPSTONE, SEE 10�A-1 4" LIMESTONE BLOCK FINISH FLOOR cnsr �roNE M-1 I wALL eELOw 1 O CAST STONE CAP DETAIL SCALE: 3�4" = 1'-0" � �-�.'.'.. I � scREEN wa�� sECTioN SCALE�. 3�8" = 1'-0° 12 _6„ �, 4„ 9,_�0„ STEEL CAP WELDED OR THREAfJED TO TOP FOR COVER �,_4., o 0 � z � x �� mo QQ c° ozo�� ;� owwaz � �mGa� oom�¢ a mr¢ud � N � o � STAMPED CONCRETE LANDING N HERRINGBONE PATTERN, AT FRONT PORCH, CONCRETE � COLOR TO BE BRICKFORM, ANTIQUE RELEASE, COLOR�. � RA-100 DARK GRAY. S�S�� , HANDICAP SIGN C SCALE: 1/2,. - P_0" SLOPE 2% MAX. AI KtpUIHED LANDING WIDTH_ SLOPE 2% MAX. A1 CROSS SLQPE SLOPE 5% MAX. IN �IREGION OF IHnvtL VERIFY EDGE OF PORCH Is I FVFI wltH CIVII SITE PAVING- HANDICAP SYMBOL 4 PAWTED ON PAVEMENT s�A�: ,�4°=,,—o„ CAST STpNE M-11 WALL BELOW �� STEEL PIPE BOLLARD CAST STONE CAP DETAIL ' scn�: �/2° _�'-on 3 scn�: 3/a� = r-on ALIGN ALL BANDING WITH ADJACENT PRECAST ARCHITECTURAL MECH. BAYS ALL BRICK COLORS ARE CAPSTONE, PRECAST CAPSTONE, 10 MAiCH ADJ. MECH. BAYS- SEE 3�A-1 SEE A-21 FOR SPEQ DBL GATES wITH STEEL FFAME. GATES AS SHOWN WITH STEEL PANELS. ONE COAT PRIME ANp TWp COATS PAINT COLOR PC-6 BOTH SIDES. DUMPSTER STEEL GATE MANUFACTURER� FALCON CONTACT' ROBERT MARTIN PHONE (800) 733-1331 M o - N � �� PORCH DETAIL SCALE 1�4" = Y-0° 2X8 PRESSURE TREATED SILL 8" CMU BLOCK COMPRESSOR ROOM iX4 TRIM TYP_ FLASH SIC1E5- SINGLE PLY ROOF OVER 30$ FELT. 5�8" PLYWOOD OVER 2"X8" FRAMWG, @ l6" OC. ALUM. DRIP EDGE OVER SEE STRUCT. 2"X12" PASCIA DWG. 5-6 AND TRIMMED WITH ARCH DWG. ALUM�VINYL A-6 FOR MORE SIDING, MATCH DETAILS. N PC-5. � � � � SEE STRUCT. 8" CMU 6LOCK- DWG. S-6 AND � nRCH nwc c " A-6 FOR MORE z CJETAILS. � >� � EXTERIOR DUMPSTER MANUFACTURED SIGNS PROVIDED BY G.C. PER LOCAL REQUIREMENTS THRU BOLTED STEEL SIGNS 3" MIN. SQUARE S7EEL TUBE 8'-6" W LENGTH (ALT 3" ' GALV PIPE) RN6H GRADE TEN WCH DIAMETER CONCRETE FOOTING �� PARKING � �� VAN iX4 TRIM TYP. FLASH SIDES. SINGLE PLY FODF OVER 30# FELT. 5�8" PLYWOOD OVER PRECAST 2'XS" FRAMING, C�3 16" OC- CAPSTONE, �pRECAST SEE 3�A-1 CAPSTONE, SEE 3�A-1 ROOF SLOPES HRICK TO INSIDE OF �UMPSTER 2X8 PRESSURE TREATED SILL 8" CMU SLOCK- CAST STONE WATERTABLE 4" LIMESTONE BLOCK EXTERIOR COMPRESSQR ROOM COMPRESSOR 2C ROOM WALL �ECTION SCALE: 3�8° = 1'-0" nRCHi_��_� �.,.� PRECP SEE A BRICK MATCF ADJAC WALL 0 a � x I � � � BOTTOM OF GATE� �� O a � BU�LT—W�ST PS�AND ANCHOR POSTS IN � (BOTTOM OF STRIKE �� Q� HOLLI OPEN AS PLATE) TO BE 3" MANUFACTURED 6Y RELEA5E0 FOR CONSTRIICTI�N MiN - c" Mnx Fn�coN. SuhJec��ocompliancewlthallregula�ions � ABOVE GRADE. o4S�a�eantllncelCodes DUMPSTER ENCLOSURE ELEVATION City of Carmel p •� SGALE: 3/8° — 1, 0,� �un��\i lo.valM.�� DATE: 06�� $�2O DUMPSTER ENCLOSURE AN� COMPRESSOR ROOM ELEVATION SCALP. 3/8" = 1'—D" � � a � � SEE STRUCT. � DWG. S-6 AND � ARCH DWG- 0 '� A-6 FOR MORE z DETAILS_ � � � EXTERIOR GENERALNOTES l. BASE MFORMATION WAS TAKEN FROM PROPERTY DESCRIPTION PLANS ON THIS PAGE MINOk RELD ADJUSTMENTS MAY BE NECESSARY TO ALIGN WITH EXISTING FEATURES. 2- SMOOTH TRANSITION IS REC)UIRECI BETWEEN ALL EXISTING AND NEW PAVEMENTS. 3- ROACIWAY AND ACCESS CLEARANCES ARE SHOWN TO FACE OP CURB AND END OF PARKING SPACES. ALL PARKING SPACES ARE AS SHOWN BY CIVIL. 4_ THE CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL UTILITIES- TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN_ REPAIR ANV DAMAGED W COMPLIANCE WITH LOCAL STANDARDS AND AT THE CONTRACTORS EXPENSE COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY_ 5. THE LIGHTING ON THE SITE SHALL COMPLY WITH THE LOCAL ZONMG ORDINANCE AND STATE ENERGY CODE AS REQUIRED. F_ THE DUMPSTER IS TO BE ENCLOSED WITH MASONRY WALLS TO MATCH THE BUILDING EXTERIOR_ THE ENCLOSURE GATES SHALL BE OPAQUE AND CONSTRUCTED OP PAINTED STEEL FRAME AND STEEL PANELS- SEE A-4 FOR MORE WFORMATION ON DUMPSTER ENCLOSURE AND BUILDING EXTERIOR_ Z ALL OFF SITE EASEMENTS MUST BE RLED PRIOR TO START OP CONSTRUCTION_ 8- IRRIGATION SYSTEM SHALL BE PROVICIED AND INCLUDE� IN THE BASE BID- THE REOUIRED AUTOMATIC UNDERGk0UNC1 SPRINKLER SYSTEM SHALL HAVE SEPARATE ZONES FqR LAWN AND PLANT BEDDING AREAS. LAYOUT PER THE MANUFACTURE� kECOMMENDATIONS WITH OWNERS APPROVAL ftEQUIRED- DRIVEWAY CURB AND PAVING NOTES �. CIVIL ENGWEERING DRAIMNG SUPERCEDE WFOkMATION ON THIS DRAWING- NOTIFY ARCHITECT AND OWNER OF ALL DISCREPANCIES. 2- SIDEWALK, DRIVEWAY, CURB, AND LWE AND GRADE SHALL BE SE1 BY CIVIL ENGWEER. 3- SIDEWALKS SHALL BE CONSTRUCTED PER GEOTECHNICAL REPORT AND CIVIL DRAWINGS 4_ DRIVEwAYS SHALL BE CONSTRUCTED PER GEOTECHNICAL REPORT AND CIVIL DRAWWGS 5. CURB AND GUTTER SHALL BE CONSTRUCTED PER GWTECHNICAL REPORT AND CIVIL DRAIMNGS'. 6. PROVIDE ��7' EXPANSION MATERIAL AT INTERVALS OF 20'-0" (MAXIMUM) THROUGHOUT ENTIRE LENGTH OF SIDEWALK. 7_ PROVIDE 1�2" EXPANSION MATERIAL BETWEEN WHERE SIDEWALKS ABUT TO A FIRE HYDRANT OR UTILITY POLE. 8. M THE EVENT THAT MORE THAN ONE DRIVEWAY IS CONSTRUCTED FOR ACCESSING THE PROPERTY FROM THE SAME STREET APPROCH, MAINTAIN MINIMUM SEPARATION BETWEEN DRNES AS REQUIRED BY LOCAL ZONING ORDINANCE, TRAFRC AND TFANSPORTATION REGULATIONS, AND�OR BUILDING CODE. 9. SURFACE BETWEEN CJRIVEWAYS, FROM TOP OF CUR6 TO SIDEWALK AND FROM SIDEWALK TO PROPERTY LINE MAY BE EITHER CONCRETE OR DIRT, OR AS REQUIRED 6Y OFDINANCE AVD ORDINANCE AND COCJES AS MADE REFERENCE TO IN #8 ABOVE. 13,_8,. i8 4 � m ¢` / � � 2A�A-1 BOLLARDS, REFER TO 6/A-1 AND SITE PLAN, TWO TOTAL INSIDE ¢ � c� N 3. 4„ a � 4. 4.. � 6. Q.. � w a� � � BOLLARDS MUST BE W�IN THE BACK 1'-8" OF THE REAR WALL. SLOPE 1: a8 � SLGPE 1:48 � a 8'X12" RESIDENTIAL STYLE ALUM- LOUVERS (ONE ON o EACH SIDE) AT 12" A.EF., LOUVERS TO BE ATTACHED `� TO THE CMU AND SEALEC AROUND THE EXTERIOR OF � THE LOWERS. LOWER BLADES TURNED DOWN TO PREVENT WATER NFILTRATIQN. 8" CMU BLOCK 0 2B�A-1 4" BPoCK LEDGE, � SEE ELEVS AND A-4 FOR FINISHES. SEAL CMU ON INSIDE OF DUMPSTER AND PAINT TO MATCH BRICK M-5. 2,_a„ �o._ n z,_o„ ,c n—� 14' _ 8" �� DUMPSTER ENCLOSURE AND COMPRESSOR ROOM PL�N SCALE 3�8" = 1'-0' � UUVU� C 0 R T L A N 0 M � R G A N A R C H I T E G T 711 N. FIEIDER RD. ARLINCTON, T% 76012 PH: (81» 635-5698 FA%: (81» 635-5699 O �P � o �i .--I � � � 0 � �r�o�� ✓ O .r". �•� I � � �t� o �� a ��""� � � � �� C'�J ry ��Z � .� � � � ,� O '�"' �� ..�� • ,� �i o � � ~ i-I � � Fr N C� � U i> � � � � S-i � o � � o � � O, .�-. N o F. T� CO O � � v. �� C�y ,T� � � s' �d ,r, z � � U %(�/ / P11111�plbllbi�� ✓ ,�` �ry p � � a` t�;....... . ,�k °'?. �Q':``G1SfN�� 9''� P - `(�Xo Mi195[:'9� 'i2 � ° � [\ �S11k OF ! _ � 1�YIPNP'� .: / � q�'CHItE��ppy`"� �+Innnna�o� � '1 Date Revisions 5/10/19 - Issued for CBA Review 5/1]/19 - Issued for Building Permit Submittal 6/19119 - Revision 1- Per Sewer Permit Commenis 80wner Project No. 19-01 Drawn By: STAFF Date: 5117119 Shee[ Title: SITE DETAILS A-1 9LHN-04-2019 DUMPSTER COMPRESSOR � ENCLOSURE WALL SECTIQN n ROOM WALL SECTION �� SCALE: 3/8" - 1. 0" �~ SCALE: 3/8" = P-0"