RECORD DRAWINGS NOTE: alt32 ARCHITECTURE DESIGN 310 OLD VINE STREET, SUITE 300 LEXINGTON, KY 40507
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1 CIVIL MECHANICAL STRUCTURAL CALHOUN, KENTUCKY 2013 EXISTING RAW WATER INTAKE & PUMP STATION ELECTRICAL NEW WATER TREATMENT PLANT CALHOUN, KENTUCKY NEW WATER TREATMENT PLANT McLEAN COUNTY REGIONAL WATER COMMISSION NEW WATER TREATMENT PLANT McLEAN COUNTY REGIONAL WATER COMMISSION CONTRACT NO FACSIMILES OF LICENSED PROFESSIONAL ENGINEER AND/OR LAND SURVEYOR SEALS, IF AFFIXED TO THIS DOCUMENT, SHALL BE CONSIDERED LEGITIMATE ONLY IF SIGNED AND DATED BY THE REGISTRANT. BUD NOTE: KENTUCKY STATUTES (KRS THROUGH ) REQUIRE THAT ALL EXCAVATORS PLANNING EXCAVATION OR DEMOLITION WORK SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA AND/OR AN UNDERGROUND PROTECTION SERVICE SUCH AS BUD ( OR 811) AT LEAST TWO (2) WORKING DAYS BEFORE COMMENCING WORK TO ALERT UTILITY COMPANIES IN THE AREA WITH UNDERGROUND FACILITIES OF THE PLANNED EXCAVATION OR DEMOLITION ACTIVITIES. VICINITY MAP NOT TO SCALE CLIENT REVIEW-RD REVIEW BELL (QA) REVIEW DIVISION OF WATER REVIEW HBC REVIEW BID DOCUMENTS RECORD DRAWINGS NOTE: alt32 ARCHITECTURE DESIGN 310 OLD VINE STREET, SUITE 300 LEXINGTON, KY (859) alt32.com THIS SET OF DRAWINGS AND REFERENCED SPECIFICATIONS HAS BEEN PREPARED BY PLACING THE APPROPRIATE PORTIONS OF THE ADDENDA ISSUED DURING BIDDING OF THE PROJECT WITHIN THE "AS-BID" DOCUMENTS AT APPLICABLE LOCATIONS. THESE DOCUMENTS HAVE BEEN PROVIDED AS A CONVENIENCE TO THE CONTRACTOR, OWNER AND ENGINEER AND DO NOT REPLACE THE "CONTRACT DOCUMENTS" IDENTIFIED BY THE AGREEMENT. WHILE THIS SET IS BELIEVED TO BE ACCURATE, ERRORS AND OMISSIONS MAY EXIST. THE CONTRACT DOCUMENTS AND REQUIREMENTS MUST BE REFERRED TO IN MAKING INTERPRETATIONS FOR CONSTRUCTION. LOVO SYSTEMS, INC Sandersville Rd. Unit 120 Lexington, KY (859) lovosystems.com ADDENDA INCORPORATED 2480 fortune drive, suite 350 lexington, kentucky P: F:
2 GENERAL STRUCTURAL FIRE PROTECTION PLUMBING CIVIL MECHANICAL BUILDING CODE & FIRE ELECTRICAL ARCHITECTURAL INSTRUMENTATION
3 GENERAL PIPING NOTES GENERAL CONSTRUCTION NOTES EROSION CONTROL GENERAL DEMOLITION NOTES
4 250,000 GALLON ELEVATED CLEARWELL GREEN RIVER INTAKE SCREEN RAW WATER PUMP (2) (TYPICAL) 1 PERMANGANATE (FOR IRON & MANGANESE REMOVAL) CHLORINE (DISINFECTION) COAGULANT PRE-pH CONTROL FEED FUTURE COAGULANT POLYMER CARBON FEED (TASTE AND ODOR CONTROL) INLINE RAPID MIXER W/ BYPASS (MIXING OF CHEMICALS & WATER) CARBON FEED 2 FLOCCULATION BASINS (2) SETTLING BASIN (2) CHLORINE FUTURE FILTER AID 3 FILTERS (3) FUTURE 50,000 GALLON CLEARWELL FLUORIDE (PREVENTION OF TOOTH DECAY) PHOSPHATE POST ph ADJUSTMENT CHLORINE (DISINFECTION) BACKWASH ph GRAVITY FROM ELEVATED TANK LOW LIFT PUMP (2) HIGH LIFT PUMPS (2) HIGH LIFT PUMPS (2) TO McLEAN COUNTY CUSTOMERS TO McLEAN COUNTY CUSTOMERS SAMPLING LOCATIONS SLUDGE STORAGE LAGOON (2) DRIED SOLIDS TO LAND APPLICATION EFFLUENT TO GREEN RIVER TRIBUTARY RAW WATER SAMPLE TO LAB AND RAW WATER TURBIDITY POST-CHEMICALLY TREATED WATER TO LAB SETTLED WATER SAMPLE TO LAB AND PH, TURBIDITY, CHLORINE RESIDUAL TURBIDIMETERS ON INDIVIDUAL FILTER EFFLUENTS COMBINED FILTER EFFLUENT TURBIDIMETER AND SAMPLE LINE TO LAB POST CHEMICAL SAMPLE LINE TO LAB PLANT EFFLUENT AND CHLORINE RESIDUAL LEGEND EXISTING PROPOSED DAVID E. GERHART
5
6 PER ADDENDUM NO. 3: PER ADDENDUM NO. 4: PER ADDENDUM NO. 2: PER ADDENDUM NO. 4: PER ADDENDUM NO. 3:
7
8
9 PER ADDENDUM NO. 6:
10 PER ADDENDUM NO. 3: PER ADDENDUM NO. 6: PER ADDENDUM NO. 4:
11 PER ADDENDUM NO. 3: PER ADDENDUM NO. 4:
12 PER ADDENDUM NO. 6:
13 PER ADDENDUM NO. 6:
14 PER ADDENDUM NO. 6:
15 NOTE:
16 BLOWER AND AIR COMPRESSOR PIPING: PER ADDENDUM NO. 6:
17 NOTE:
18
19
20 712S S S S S S "DP 806S S S S S S S S
21 A L1 B L1 C L1 1 -
22 NOTE:
23
24 PER ADDENDUM NO. 6:
25 PER ADDENDUM NO. 6:
26
27 PER ADDENDUM NO. 4:
28 PER ADDENDUM NO. 4:
29 PER ADDENDUM NO. 6:
30
31 NOTES:
32 NOTE: NOTE:
33 MARK A B C D E F G CRITICAL DIMENSION CHART DESCRIPTION FORMULA CLEAR OPENING A COUNTERBALANCE POST SPACING C/C (A/2)-11" OVERALL GATE LENGTH A x 1.5 COUNTERBALANCE LENGTH A x 0.5 NOMINAL GATE HEIGHT E POST HEIGHT (W BARB ARMS) E + 1'-6" FABRIC HEIGHT E - 1'-0" DIM PER ADDENDUM NO. 4:
34
35 MAXIMUM SLOPE 3:1 GEOTEXTILE UNDER-LINER 6" MIN. THICKNESS COURSE AGGREGATE SECTION A-A CHANNELIZE RUNOFF TO A SEDIMENT TRAPPING DEVICE MINIMUM RADIUS = 20' (DEPENDS ON TYPE OF TRAFFIC) STORMWATER RUNOFF CULVERT AS NEEDED A 20' MIN. OR AS NEEDED FOR ANTICIPATED TRAFFIC STONE SIZE - TWO-INCH STONE SHALL BE USED, OR RECYCLED CONCRETE EQUIVALENT. LENGTH - THE CONSTRUCTION ENTRANCE SHALL BE AS REQUIRED TO STABILIZE HIGH TRAFFIC AREAS BUT NOT LESS THAN 50 FT. 6. CULVERT - A PIPE OR CULVERT SHALL BE CONSTRUCTED UNDER THE ENTRANCE IF NEEDED TO PREVENT SURFACE WATER FLOWING ACROSS THE ENTRANCE FROM BEING DIRECTED OUT ONTO PAVED SURFACES. 7. MAINTENANCE - TOP DRESSING OF ADDITIONAL STONE SHALL BE APPLIED AS CONDITIONS DEMAND. MUD SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC ROADS, OR ANY SURFACE WHERE RUNOFF IS NOT CHECKED BY SEDIMENT CONTROLS SHALL BE REMOVED IMMEDIATELY. REMOVAL SHALL BE ACCOMPLISHED BY SCRAPING OR SWEEPING. 8. CONSTRUCTION ENTRANCES SHALL NOT BE RELIED UPON TO REMOVE MUD FROM VEHICLES AND PREVENT OFF-SITE TRACKING. VEHICLES THAT ENTER AND LEAVE THE CONSTRUCTION SITE SHALL BE RESTRICTED FROM MUDDY AREAS. THICKNESS - THE STONE LAYER SHALL BE AT LEAST 6 IN. THICK. WIDTH - THE ENTRANCE SHALL BE AT LEAST 20 FT. WIDE, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. A 50' MIN PLAN VIEW BEDDING - A GEOTEXTILE SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. IT SHALL HAVE A GRAB TENSILE STRENGTH OF AT LEAST 200 LB. AND A MULLEN BURST STRENGTH OF AT LEAST 190 LB.
36
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