V. Old Business - Major Applications G. Phoenix Landscaping - Site Design, Landscaping

Transcription

1 V. Old Business - Major Applications G. Phoenix Landscaping - Site Design, Landscaping

2

3

4

5 V. New Business - Major Applications G. Agape Hospice - Site Design, Landscaping, Elevations, Lighting, Materials

6 Z:\26840\ \Engineering\Drawings\Construction Plans\ SP.dwg0/7/207 4:2:45 PM 2 T GUM 7 PINE 0 GUM 2 GUM 9 GUM 6 GUM 6 OAK 6 D PINE 0 6 OAK 2 MAPLE 7 PINE 23 Q MAPLE MAPLE 6 PINE 20 OAK 6 PINE 3 GUM 7 PINE PINE PINE 3 OAK 2 GUM 24 D SYC 8 OAK 3 GUM GUM 6 ELM 5 T OAK 2 PINE 29 D OAK 6 PINE 8 GUM 64 D GUM MAPLE 3 GUM 37 T GUM 29 D OAK 3 OAK 2 OAK 6 PINE 5 OAK 6 D MAPLE 6 OAK 20 SYC 20 OAK 3 GUM 4 D OAK 9 GUM 20 OAK 22 ELM 25 OAK 35 OAK 8 GUM 20 D PINE 23 GUM 7 D GUM GUM 25 OAK 24 SYC GUM 8 MAPLE 28 HICK 26 MAPLE CL 3 MAPLE 8 GUM SYC 5 OAK 8 OAK 3 MAPLE 4 MAPLE 20 MAPLE 24 MAPLE CL (DEAD) 8 OAK 9 GUM 22 D SYC 5 MAPLE 8 OAK 3 D OAK 6 OAK 27 PINE 25 OAK 2 6 ELM 88 OAK OAK 9 D PINE 0 SYC 7 MAPLE 5 MAPLE 8 MAPLE 5 MAPLE 20 OAK 8 MAPLE 9 MAPLE 32 OAK 6 SYC 5 SYC 9 MAPLE 9 ELM 5 D ELM 5 OAK SYC 9 GUM 3 SYC 0 ELM SYC 7 OAK 7 OAK 8 OAK 0 POP 8 POP 0 SYC 3 SYC 0 ELM GUM 22 OAK 9 POP 2 D PINE 2 D PINE 3 D PINE 0 GUM 20 PINE 4 SYC 0 SYC 8 GUM 20 OAK 0 GUM 2 INFORMATION CONTAINED ON THESE DRAWINGS IS PART OF THE CONSULTANT'S INSTRUMENTS OF SERVICE, AND THE CONSULTANT SHALL RETAIN OWNERSHIP THEREOF. SUCH INFORMATION SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN FOR THE CONSTRUCTION OF THE REFERENCED PROJECT. ANY OTHER USE, REUSE OR MODIFICATION OF THE DOCUMENTS WITHOUT THE CONSULTANT'S PRIOR WRITTEN CONSENT WILL BE AT THE RECIPIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE CONSULTANT. Engineering Surveying Planning GIS Consulting 682 Johnnie Dodds Boulevard Suite 00 PO Box 522 Mt. Pleasant, SC p f R E V I S I O N S AGAPE HOUSE OF THE LOWCOUNTRY 30 Bed Hospice 374 / 376 Myers Road Summerville, S.C. 207 THE ARCHITECTURAL RESOURCE, LLC PROJECT NO.: DATE: 0/8/207 DRAWN BY: DW SITE PLAN SHEET NO.: 8 6 L a f a y e t t e A v e n u e C a y c e, S o u t h C a r o l i n a C. 00% PERMIT SET

7 '-0" 2'-" 2'-" 4'-0" 6" 8" 2" 8" 3 6'-5" 2" 5 3" 2'-6" 5" SQ. VINYL FENCE POST W/CAP " 3' " 6" 6" 3 2 " DIAGONAL BRACE WITH TURNBUCKLE BEHIND VINYL FENCE PANELS VINYL FENCE TOP RAIL SWIVEL CASTER MOUNTED ON REAR STEEL GATE FRAME STEEL CANE BOLT CONCRETE SLAB (4000 P.S.I.) W/ #5 REBAR AT '-0" O.C. EACH WAY 6" GRAVEL BASE COMPACTED SUB-GRADE MANUFACTURER'S RECOMMENDED SPACING VINYL FENCE PANEL WITH LATTICE INSERT 2'-0" VINYL FENCE MID-RAIL VINYL FENCE BOTTOM RAIL 2 X 6 VINYL CHANNEL RAIL SCREWED TO GATE FRAME DUMPSTER GATE ELEVATION/SECTION SCALE: /2" = '-0" MECHANICAL YARD FENCE DETAIL SCALE: /2" = '-0" NOTE: ALL EXPOSED STEEL BOLLARDS TO BE FINISHED WITH RUSTOLEUM SAFETY YELLOW OR APPROVED EQUAL 6" THK. RIVER ROCK ON VEGETATION BARRIER DUMPSTER ENCLOSURE 2 7 ARCHITECTURAL SITE PLAN 2" DIA. x.065 WEIGHT TUBULAR STL. FRAME 4'-0" 8" 3'-0" '-6" ELECTRICAL TRANSFORMER ASP.2 6" DIA. STANDARD STL. PIPE (FILL W/ CONCRETE) VERTICAL FRAME HINGES, SCH 40 2" DIA STL TUBING 6" 5/8" DIA. STL. COLUMN (TYP.-FILL W/ CONCRETE) VINYL GATE ON STEEL PIPE FRAME 5'-6" HIGH VINYL PRIVACY PANEL FASTENED TO TUBULAR STEEL FRAME CURB CONCRETE AND GUTTER WELDED ANCHOR PLATE (2 SIDES) CONCRETE FOOTING 8" CONCRETE SLAB CONCRETE FOOTING (TYP.) PIPE BOLLARD DETAIL SCALE: /2" = '-0" APPROX. FIN. GRADE 4 TOP OF FENCE TOP OF SLAB APPROX. FINISH GRADE '-2" '-4" 6" 2'-0" 4'-0" SIGN - SEE ALLOWANCES GENERATOR 6'-8" 2'-0" 0'-0" 37'-6 /2" 5" SQ. FENCE POST WITH CAP VINYL FENCE TOP RAIL MECHANICAL YARD - 6" MIN. THK. MULCH ON CONTINUOUS VEGETATION BARRIER - SEE 5/ NOTE: SEE CIVIL DRAWINGS FOR LOCATION OF CONTROL JOINTS IN CONCRETE SIDEWALKS VINYL FENCE PANELS WITH LATTICE INSERT SIDE DUMPSTER FENCE ELEVATION VINYL FENCE PANEL 5" VINYL FENCE POST FINISH GRADE 8 2" 5" VINYL FENCE BOTTOM RAIL CURB DETAIL SCALE: /2" = '-0" 8" 6" CONCRETE DUMPSTER PAD GRAVEL BASE 2" DIAMETER CONCRETE FOOTING GRAVEL BASE VINYL FENCE MID-RAIL VINYL FENCE BOTTOM RAIL BEYOND CURB 6" CONCRETE CURB SCALE: /2" = '-0" 2 '-0" '- 0" 4'-8" 4 ASP.0 4'-0" EXPANSION JOINT AT ISOLATION SLAB DUMPSTER - N.I.C. 6" CONCRETE CURB 3'-8" VINYL FENCE PANELS 5" VINYL FENCE POST SCHEDULE 40, 2" DIA. STEEL TUBING AT VERT. HINGE MEMBER 2" DIA. x.065" THICK TUBING VINYL FENCE PANELS 2'-0" '- 0" 6" STL. PIPE BOLLARD - FILLED WITH CONCRETE '-2" 8" THICK CONCRETE - TYPICAL 2 X 6 VINYL CHANNEL RAIL SCREWED TO GATE FRAME 2'- 2 " 4'-0" 4'-0" DUMPSTER ENCLOSURE DETAIL 6 '-0" 8" 2'- 2 " '-4" SQ. BRICK COLUMNS, FILL AND REINFORCE - SEE STRUCTURAL VINYL FENCING W/LATTICE TOP 6" CONCRETE CURB BELOW 6 5/8" DIA. STL. COLUMN (TYP.-FILL W/ CONCRETE AT GATE COLUMN) HEAVY DUTY HINGE (3 PER LEAF) WELD TO GATE COLUMN 4' GATE TO MATCH VINYL FENCE SLOPE TO ASPHALT PAVING :2 MAXIMUM 2'-0" TUBULAR STEEL GATE FRAME VINYL FENCE PANELS HEAVY BOLT TO CONNECT HINGES TYPICAL 2 X 6 VINYL CHANNEL RAIL SCREWED TO GATE FRAME HEAVY DUTY GATE HINGE (3 PER LEAF) SCALE: " = 30'-0" 6 5 8" DIA. STEEL COLUMN - FILLED WITH CONCRETE, TYPICAL VINYL FENCING PANELS ATTACHED TO GATE TUBING WITH SCREWS SLAB TO BE LEVEL WITHIN RANGE OF GATE SWING CONCRETE CURB AND GUTTER - SEE CIVIL DRAWINGS SCALE: /4" = '-0" GATE AND POST CONNECTION DETAILS SCALE: " = '-0" 3 ASP.0 HEAVY DUTY HINGE (3 PER LEAF) WELD TO GATE COLUMN 6 5/8" DIA. STL. COLUMN (TYP.-FILL W/ CONCRETE) INFORMATION CONTAINED ON THESE DRAWINGS IS PART OF THE CONSULTANT'S INSTRUMENTS OF SERVICE, AND THE CONSULTANT SHALL RETAIN OWNERSHIP THEREOF. SUCH INFORMATION SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN FOR THE CONSTRUCTION OF THE REFERENCED PROJECT. ANY OTHER USE, REUSE OR MODIFICATION OF THE DOCUMENTS WITHOUT THE CONSULTANT'S PRIOR WRITTEN CONSENT WILL BE AT THE RECIPIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE CONSULTANT. R E V I S I O N S AGAPE HOUSE OF THE LOWCOUNTRY 30 Bed Hospice 374 / 376 Myers Road Summerville, S.C. 207 THE ARCHITECTURAL RESOURCE, LLC PROJECT NO.: DATE: 0/8/207 DRAWN BY: TC2 SHEET NO.: 8 6 L a f a y e t t e A v e n u e C a y c e, S o u t h C a r o l i n a ARCHITECTURAL SITE PLAN 5 MAGNETIC NORTH /06/207 00% PERMIT SET

8 ARB Submittal - Exhibit A

9 35 OAK 23 GUM 3 GUM 4 D OAK 20 OAK 20 SYC 7 D GUM 6 OAK SUMMARY 3 MAPLE 6 PINE Landscaping Requirments 8 OAK (A) At least 0% of each lot shall be landscaped in a manner approved by the Zoning Administrator. (B3) Existing trees measuring eight inches in diameter shall be incorporated into the landscape plan where feasible. (B5) In all buildable areas, a minimum of 2 trees per acre shall be saved and / or replaced anywhere within the property with a minimum of two and one half calipers or equivalent sized trees Land Use Buffers All adjacent properties are within PD - no land use buffers required 2 T GUM 7 PINE 8 OAK 8 OAK 3 OAK 5 OAK 8 GUM 3 D OAK 6 OAK 20 OAK 28 HICK 2 GUM 9 ELM 5 D ELM 8 MAPLE 25 OAK 9 MAPLE 6 SYC 5 OAK OAK 88 OAK 9 D PINE 6 D PINE 0 5 SYC 7 OAK SYC 3 SYC GUM 7 OAK 9 GUM SYC 7 MAPLE 3 SYC (DEAD) 9 MAPLE 5 MAPLE 29 D OAK 8 MAPLE 6 ELM 26 MAPLE CL 2 MAPLE 6 GUM 6 OAK 8 MAPLE 5 MAPLE 3 OAK 3 MAPLE 4 MAPLE 6 D MAPLE GUM 9 GUM 2 GUM 24 MAPLE CL 20 MAPLE 24 SYC 0 SYC 2 9 GUM 8 GUM 6 PINE 6 PINE 24 D SYC 5 OAK 2 PINE 5 MAPLE 25 OAK 20 OAK 20 OAK OAK 69OAK 0 GUM 25 OAK 5 T OAK 3 GUM 22 D SYC SYC 23 Q MAPLE MAPLE 8 GUM PINE 6 PINE 29 D OAK 3 GUM GUM 6 ELM GUM 22 ELM 2 OAK 8 OAK 0 ELM 32 OAK 0 SYC 22 OAK 0 ELM 9 POP 0 POP 8 POP 3 D PINE 2 D PINE 2 D PINE 0 GUM 7 PINE 4DGUM 6 MAPLE 3 GUM 7 PINE 95 PINE PINE PINE PINE 0 SYC 37 T GUM 20 D PINE 8 OAK 9 GUM 27 PINE 20 PINE 8 GUM 4 SYC 20 OAK 0 GUM R Know what'sbelow. Callbefore you dig. 86 Lafayette Avenue Cayce, South Carolina THE ARCHITECTURAL RESOURCE, LLC PROJECT NO.: DATE: 0/8/207 DRAWN BY: GDS LANDSCAPE PLAN SHEET NO.: Z:\26840\ \Land Planning\Drawings\Construction Plans\ LS-PL.dwg/2/207 3:29:8 PM 2 REVISIONS 374 / 376 Myers Road Summerville, S.C. AGAPE HOUSE OF THE LOWCOUNTRY 30 Bed Hospice INFORMATION CONTAINED ON THESE DRAWINGS IS PART OF THE CONSULTANT'S INSTRUMENTS OF SERVICE, AND THE CONSULTANT SHALL RETAIN OWNERSHIP THEREOF. SUCH INFORMATION SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN FOR THE CONSTRUCTION OF THE REFERENCED PROJECT. ANY OTHER USE, REUSE OR MODIFICATION OF THE DOCUMENTS WITHOUT THE CONSULTANT'S PRIOR WRITTEN CONSENT WILL BE AT THE RECIPIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE CONSULTANT. NOTE: ALL DISTURBED GREEN SPACE AREAS NOT SHOWN AS SOD, MULCHED, OR PLANTING BED, SHALL BE SEEDED WITH PERMANENT GRASS SEED PER EROSION CONTROL PLANS. Engineering Surveying Planning GIS Consulting 682 Johnnie Dodds Boulevard Suite 00 PO Box 522 Mt. Pleasant, SC p f % PERMIT SET L.

10 Color Photo of Similar Building with proposed color scheme Agape House of the LowCountry ARB Submittal - Exhibit B

11 Exhibit E

12 Alternate fixture Preferred fixture

13 PHOTO OF PROPOSED SITE LIGHTING

14 CONDUIT CROSSINGS BERKELEY ELECTRIC COOPERATIVE, INC. EXHIBIT C MONCKS CORNERS JOHNS ISLAND GOOSE CREEK AWENDAW SIGN MARKING END OF CONDUIT SIGN MARKING END OF CONDUIT ROAD BED EDGE OF ROAD R/W 8" EDGE OF ROAD R/W CAUTION TAPE 48" PE PIPE NOTES:. ENDS MUST BE SEALED TO PREVENT DIRT OR WATER FROM ENTERING 2. BERKELEY ELECTRIC COOPERATIVE WILL PROVIDE CONDUIT OR PVC CAUTION TAPE, & PVC GLUE 3. CONDUIT MUST BE INSTALLED AS SHOWN ON PLAT -2" PE BEC TRANSFORMER PAD SPECIFICATION PAD SIZE FOR KVA - 208V OR 480V SECONDARY VOLTAGE 3-2" PE 225 KVA 20/ TRANS PAD,SERVICE CONDUCTOR, CONDUIT. 83" 0" 63" 0" 3-2" PE -2" PE -2" PE 60" 4" CABLE OPENING 6" Maintain 6" 2" Min. PRIMARY SECONDARY 0" -2" PE -2" PE -2" PE GUARD POST GUARD POST NEW RISER POLE -2" PE -2" PE 6" 6" GRADE 2" GRADE TAG I.D " PE -2" PE -2" PE -2" PE -2" PE -2" PE. GUARD POST TO BE INSTALLED BY CONTRACTOR; 8 FOOT STEEL POST, 4" DIAMETER, 4' IN GROUND, 4' OUT OF GROUND. POST TO BE FILLED IN WITH CONCRETE. 2. CONCRETE SHALL BE A :2:4 MIXTURE WITH A MINIMUM DESIGN STRENGTH OF 3,000 P.S.I. STEEL REINFORCING SHALL BE 6"X 6" NO. 0 WIRE MESH TO STOP " FROM SIDES AND CABLE OPENING. 3. CONDUITS SHALL BE NO LESS THAN 6" FROM CENTER OF CABLE OPENING. 4. LOCATION OF PAD TO BE THE OPTION OF BERKELEY COOPERATIVE, INC. B.E.C. DESIGN PLAN THE DEVELOPER SHALL:. REVIEW THE LAYOUT, SIGN AND RETURN TO B.E.C. WITHIN THIRTY (30) DAYS WITH COMMENTS IF CHANGES ARE NEEDED. 2. EASEMENT WILL BE GRANTED TO B.E.C. 3. CLEAR & GRADE ENTIRE WIDTH OF PROPOSED EASEMENT WITHIN 6" OF FINAL GRADE 4. INSTALL ALL REQUESTED CONDUIT CROSSING PER B.E.C. SPECIFICATIONS. 5. INSTALL ALL TEMPORARY PROPERTY CORNERS AND OR BUILDING CORNERS IN THE CURRENT CONSTRUCTION PHASE OF THE DEVELOPMENT. COLOR REFERENCE CHART: GREEN - PROPOSED BURIAL / EASEMENT ROUTE YELLOW - PRIMARY CONDUIT TO BE 42" DEPTH R/W TO R/W ORANGE - SECONDARY / SERVICE CONDUIT TO BE 24" DEPTH R/W TO R/W BLUE - LIGHTS PINK - RED- EXISTING BEC POWER NOTES:. ALL B.E.C. EASEMENTS ARE TO BE CLEARED AND GRADED WITHIN +/- SIX (6) INCHES OF FINAL GRADE AND A MINIMUM OF 0' IN WIDTH. 2. NO STRUCTURES, SETBACKS, ETC. WILL BE ALLOWED TO ENCROACH ONTO B.E.C. EASEMENTS. 3. ALL CONSTRUCTIONS WILL BE IN ACCORDANCE WITH B.E.C. SERVICE RULES AND REGULATIONS IN EFFECT AT THE TIME OF SERVICE RENDERED. 4. ALL FACILITY LOCATIONS ARE APPROXIMATE. FINAL LOCATIONS WILL BE STAKED OUT IN THE FIELD BY B.E.C. AT WHICH TIME NOTIFICATION TO PROCEED IS GIVEN TO B.E.C. BY THE DEVELOPER INDICATING THAT ALL PROPOSED ROUTES ARE CLEARED AND GRADED WITHIN +/- 6" OF FINAL GRADE AND ALL TEMPORARY CORNERS ARE INSTALLED. 5. B.E.C. RESERVES THE RIGHT TO MAKE ANY CHANGES DEEMED NECESSARY TO THE PLACEMENT AND ROUTING OF PROPOSED B.E.C. FACILITIES TO INSURE THE MOST RELIABLE DISTRIBUTION FACILITIES AND THE FUTURE MAINTENANCE OF THE B.E.C. FACILITIES. 6. THE DEVELOPER MAY BE RESPONSIBLE FOR INSTALLING ADDITIONAL DISTRIBUTION AND OR SERVICE CONDUITS IF A ROUTE IS DEEMED TO BE IMPASSABLE TO B.E.C. EQUIPMENT AND OR MAY CAUSE DAMAGE TO SURROUNDING AREAS OF STRUCTURES. 3 DAYS BEFORE DIGGING IN SOUTH CAROLINA CALL PALMETTO UTILITY PROTECTION SERVICE DEVELOPER SIGNATURE DEVELOPER HEREBY APPROVES THIS FINAL PLAT FOR CONSTRUCTION PURPOSES. ANY AND ALL CHANGES AFFECTING THIS LAYOUT MUST BE REPORTED IMMEDIATELY TO B.E.C. AND ALL COST INCURRED IN CONNECTION WITH ANY REQUESTED CHANGE WILL BE BORNE BY THE DEVELOPER. I HEREBY CERTIFY THAT I HAVE THE AUTHORITY TO APPROVE THIS LAYOUT. APPROVED BY: PRINT NAME: TITLE: DATE: J SB PV SV S Junction Transformer Switchgear Splice Box Primary Vault Secondary Vault Pedestal KEY Proposed Light Ex. Light Proposed Pole Ex. Pole REV. NO. DATE DESCRIPTION OF REVISION DRAWN BY: LOUIS DENARO DATE: BEC MAP: FILE LOCATION: COUNTY: BERKELEY SUBSTATION: MT. HOLLY T.M.S. # LOCATION: GRANTOR: CIRCUIT: 5 AGAPE LOWCOUNTRY (4)- 9W LED SHOEBOX LIGHTS SCALE: "=30' GOOSE CREEK PAGE #: OF

15

16 BRICK AGAPE HOUSE OF THE LOWCOUNTRY EXTERIOR COLOR SAMPLES Page 2