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HomeMy WebLinkAboutC3.01_ENLARGED UTILITY PLANPIN PP PIN PP CCT-2 CCT-2 CCT-1 CCT-1 CCT-B CCT-B CCT-A CCT-A ARCHITECT REVISION HKS PROJECT NUMBER DATE SHEET TITLE SHEET NO.PRINT DATE: ISSUE © HKS, INC.TEMPLATE VERSION: KEY PLAN MODEL: PROJECT ADDRESS:TITLE BLOCK VERSION:01/20/2023 21275 PERMIT SET 875 S VANGUARD WAYHKS, INC. DENVER PLACE 999 18TH STREET, SUITE 2255N DENVER, CO 80202 CIVIL GREAT BASIN ENGINEERING, INC 5746 S 1475 E #200 SOUTH OGDEN, UT 84403 STRUCTURAL REAVELEY ENGINEERS 515 EAST 100 SOUTH, SUITE 1200 SALT LAKE CITY, UT 84102 MECHANICAL & PLUMBING VAN BOERUM & FRANK ASSOCIATES, INC 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UT 84107 ELECTRICAL SPECTRUM ENGINEERS 324 STATE ST, SUITE 400 SALT LAKE CITY, UT 84111 INTERMOUNTAIN HEALTHCARETEN MILE CCT CATH LAB & CVCLINICSEAL & SIGNATURE .000 LANDSCAPING SOUTH BECK & BAIRD 2002 S VISTA AVENUE BOISE, ID 83705 C3.01 ENLARGED 1 WATER KEYNOTES INSTALL 8"X8"X8" TEE (MJxMJ) WITH (2) 8"Ø GATE VALVES AND THRUST BLOCKS ON EXISTING 8"Ø PVC WATER MAIN. INSTALL 8" PVC C900 WATERLINE INSTALL 8" 45° BEND W/ THRUST BLOCK CONNECT 2" SERVICE LATERAL TO 8" WATER MAIN INSTALL 2" WATER METER & SERVICE PER ISPWC SD-402 CAP 2" SERVICE LATERAL BEHIND CURB WALL FOR CONNECTION TO FUTURE 2" METER. FUTURE METER TO BE CONSTRUCTED AND BUILT AS PART OF FUTURE INTERIOR REMODEL OF MOB. INCREASE SERVICE LATERAL FROM 2" TO 4" 3.0' FROM WATER METER. INSTALL 4" PVC C900 SERVICE LATERAL EXTEND EXISTING 2" SERVICE LINE INTO NEW CCT BUILDING. COORDINATE CONNECTION LOCATION WITH MECHANICAL PLUMBING PLAN. 2 3 4 5 6 7 8 9 10 WATER KEYNOTES INSTALL 8"X4"X8" TEE (FLxMJ) WITH 4"Ø & 8"Ø FIRE JURSIDICTIONAL VALVES AND THRUST BLOCKS INSTALL 4" PVC C900 FIRE LINE LATERAL INSTALL 8" PVC C900 FIRE LINE LATERAL INSTALL 4" 45° ELBOW W/ THRUST BLOCK COORDINATE CONNECTION LOCATION OF WATER AND FIRE LINE SERVICE LATERALS WITH MECHANICAL PLUMBING PLAN. 11 12 13 UTILITY PLAN 14 STORM DRAIN KEYNOTES INSTALL 4"Ø ROOF DRAIN CLEANOUT INSTALL 4" Ø PVC ROOF DRAIN LINE S=2.00% MINIMUM WYE NEW 4" Ø ROOF DRAIN LINES INTO TOP OF EXIST. 6"Ø ROOF DRAIN LINE W/ 4"Ø INSERT-A-TEE INSTALL 4" WIDE PRECAST POLYMER TRENCH DRAIN WITH HEAVY DUTY (LOAD CLASS E) FRAME & COVER. LENGTH = 31.0' TIE LOW END OF TRENCH DRAIN TO 2'X2' JUNCTION BOX W/ 4"Ø SD LINE & END CAP INSTALL 2'X2' PRECAST CONCRETE JUNCTION BOX W/ SOLID FRAME AND COVER GRATE=2574.67, FL=2571.67 INSTALL 4"Ø DR-35 PVC SD LINE @ S=2.00% MINIMUM. LENGTH = 12.50' 15 16 17 18 19 1. ALL WATER TO COMPLY WITH LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS, ISPWC TO BE USED AS NOTED AND WHEN MERIDIAN STANDARDS ARE NOT PROVIDED. 2. BLOW OFF TO CONFORM WITH CITY OF MERIDIAN SD-W13 AND ISPWC SD-405. CITY OF MERIDIAN DETAILS AND SPECIFICATIONS TO GOVERN. 3. FIRE HYDRANTS TO BE AWWA C502 AND CONFORM TO CITY OF MERIDIAN SD-W7 AND ISPWC SD-404. CITY OF MERIDIAN DETAILS AND SPECIFICATIONS TO GOVERN. 4. WATER SERVICES TO CONFORM TO CITY OF MERIDIAN W10 (MODIFIED TO REMOVE "DOGLEG") AND ISPWC DIVISION 400. CITY OF MERIDIAN DETAILS AND SPECIFICATIONS TO GOVERN. 5. 8"Ø WATER PIPE TO BE C-900 PVC. PRIVATE SIDE 2.5"Ø SERVICE LINE TO BE POLYETHYLENE AWWA C901 (ISPWC 404 SPECIFICATIONS)). 6. ALL VALVES AND FITTINGS TO BE DUCTILE IRON - CLASS 250 & 350 PER SPEC. 7. THRUST BLOCKS REQUIRED AT ALL JOINTS & FITTINGS PER CITY OF MERIDIAN AND ISPWC STANDARDS. 8. ALL WATER TO HAVE 4' OF COVER. WATER NOTES: 1. STORM DRAIN CATCH BASIN TO CONFORM TO ISPWC SD-601. 2. STORM PIPE TO BE PVC ASTMD3034 SDR35 UNLESS OTHERWISE NOTED. 3. MINIMUM COVER TO BE 18" IN NOT TRAFFIC AREAS, 24" IN TRAFFIC AREAS. 4. STORM DRAIN MANHOLES TO CONFORM TO ISPWC SD-611. STORM DRAIN NOTES: 1. ALL RIMS, VALVE LIDS SHALL BE SET FLUSH TO FINISH SURFACES. 2. CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT EXISTING UTILITIES DURING CONSTRUCTION. GENERAL NOTES: 20 14 02/21/23 A-2023-0001