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HomeMy WebLinkAboutL503 Site Details - 1391-L503Client: The Corner Carmel, IN Seal LRK Project Number: 00.18066.00 Project Name: 116th Street & Rangeline Carmel, IN Drawing Name: Drawn By: Checked By: © 2020 LRK Inc. Drawings, written material, and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent of LRK Inc. Do not sacle drawings. Use given dimensions only. If not shown, verify correct dimensions with the Architect. Contractor shall check and verify all dimensions and conditions at job site. Issues and Revisions Date Issued / Revised 06.16.21 Permit Set ɑ LM APP 5825 Lawton Loop East Drive | Indianapolis, IN 46216 317-485-6900 | www.context-design.com POOL COPING Scale: 1"=1'-0" 1'-0" 11 2" 212" R1" Adjacent Pavement, Refer to Site Materials Key Plan Expansion Joint, Refer to Detail 2/L500 Pre-Cast Stone Pool Coping. Pool Wall, Refer to Pool Consultant Drawings. 1/2" Mortar Setting Bed.R7'-0"4"7"HSS 6" x 14" thick Round Steel pipe ; galvanized, Powder Coated Finish; CATENARY POLES, CABLES, AND STRING LIGHTS Scale: 1-1/2" = 1'-0" SS Wire Rope/ Cable & Catenary Light System Refer to Specification 32 33 00 for Luminaire Specifications. NOTE: Follow Manufacturer recommendation on hardware selection and installation instructions. Contractor to design cable size through delegated design. 4,000 psi PIP concrete Provide bracket welded to column to receive cable hardware Provide Swageless type SS Turnbuckle at one end. Provide SS Fork Cable hardware at the other end. finish grade3/4"6" 6"4" Cut 6" x 4" handhold. Attach cover to pipe using 5 16" dia. Type F bolts R 1 1/ 2 "5"R2 1/2"6" 6"6"6" 1 1/2" typ. PLAN HSS 6" x 14" thick round Steel pipe ; galvanized, Powder Coated Finish; Close neatly. 2" 2"(2) 5 16" dia. Type F bolt6"Ø2 "12'-0" total height1'-4"1'-4"3'-0"1'-8" (4) 18" x 14" j bolts 3" min. #4 rebar @ 12" o.c. BASE PLATE PLAN 5" 5" 1/2"L503 SITE DETAILS AXS 73 83 15 14 AXS 11 55 181 2 RMT 22 26 14 55 59 15 AXS POOL LIFT Not to Scale SIDE VIEWBACK VIEW TOP VIEW FIRE PIT Scale: 3/4" = 1'-0" GAS & ELECTRICAL CONNECTIONS AS REQUIRED FOR FIRE PIT SELECTION. FOLLOW MANUFACTURER RECOMMENDATIONS FOR INSTALLATION FIRE PIT UNIT; REFER TO SPECS CONCRETE PAVEMENT, REFER TO MATERIALS PLAN SECTION DETAIL NOTES: 1. PROVIDE FULLY DETAILED SHOP DRAWING & SYSTEM IGNITION / SHUT-OFF SEQUENCE DIAGRAM FOR OWNER APPROVAL, PRIOR TO CONSTRUCTION. 2. PROVIDE THE FOLLOWING: a. UTILITY CONNECTIONS - GAS / ELECTRIC TO CONTROLS & FIRE PIT. b. LOCKABLE & WEATHERPROOF VALVE BOX W/ KEY VALVE & SOLENOID VALVE. c. EMERGENCY SWITCH, TIME SWITCH, & IGNITION SWITCH LOCATED ON 4" x 4" STEEL POST. 3. LOCATE EMERGENCY SWITCH & APPLICABLE SIGN(S) PER LOCAL CODE REQUIREMENTS. 4. COORDINATE W/ UTILITY / MEP PLANS, AND ALL APPLICABLE TRADES, PRIOR TO CONSTRUCTION. EMERGENCY SHUT OFF: GAS 4"x4"X14" TH. GALVANIZED STEEL POST, SOLID TOP, BLACK POWDER COATED FINISH, SEE SPECS. SEE MEP DWGS. 12" DIA. CONCRETE FOOTING 2'-6" 3'-6"3'-0"ADJACENT PLANTING AREA, TYPICAL TIMER SWITCH IGNITION SWITCH 2'-4"1'-8"EMERGENCY SHUTOFF POST AT GRADE NOTES: 1. SEE PLAN FOR EMERGENCY SHUT OFF LOCATIONS 2. CONTROLS SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND THE OPERABLE FORCE SHALL BE (5) FIVE LBS. MAX. ANCHOR FIRE PIT PER MANUFACTURER SPECIFICATIONS (IF APPLICABLE) 1 2 34 11/15/21