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Home My WebLink AboutRiver Bluff_FP_SitePlan_2024-06-07TELETELEGASTRANS TRANS PP PPSSTOE TOETOE TOETOE TOP TOP TOP TOPTOPTOPTOPTOPTOPTOP TOP TOP TOPT OP TOP TOP TOETOETOETOETOETOE TOE TOE TOETOE TOETTOP TOPTTOETOEXX XXXXXXX X TOETOE TOETOETOE TOETOE TOE TOETOETOETOETOE TOETOETOE TOE TOE TOE TOE TOP FL FL FL FL FL FL FL FL FL FLFLFL TOE TOETOETOE TOETOETOE TOE TOETOETOETOPTOP TOPTOPTOPTOP TOP TOP TOPTOP TOPXXXX X X XX XX X XXXXXPEPEP EP EPEP EP EPEP EP EPEP EP EP EP EPEPEPEP EP EP EPEP EPEP EP EP EPEP EP EPEP EPXX X X X X XXX XX X X X X XXX X X X XWPOW POWPOW POW POW POW POW POW POW POW POW POWSS SSSSSSSS TOP TOP TOPTOP TOP TOP TOP TOP TOP TOPTOPTOPTOP TOPTOP TOP TOP TOP TOP TOP TOP TOPTOPSS MANHOLERIM ELEV = 2401.86IE S IN = 2386.87IE E OUT = 2386.82N89°43'16"W - 562.94'N00°11'34"E - 877.41' S00°16'47"W - 878.09' S89°47'26"E - 564.27'EP EP EP EP EP EP EP EP EP PIRR PIRR PIRR PIRR PIRR E P EPEPEPEP ROW PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR WWWWWW W W W WWWW W W WW W W W W W W W W W W W W W W W W W W W W W W W W W WSS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSS SS SSSSSS SS SS SS ssss ssSSSSSS SSWW W W W WW W W W W WSSSSSS PIRRPIRR PIRR PIRR PIRR PIRR PIRR ROW ROW ROW ROW ROW ROW ROW ROW PIRRPIRR PIRR S D W W W WGIRR GIRR GIRR ssEP EPEP EPEP EP SDSDSD SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSW W W W W W W W W W W W W SSSSPIRR PIRR PIRR ROW ROW ROWROW WM WM WM WM SSPIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRRPIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR ROWPI PI WM PI PIPI PI PI PI PI PI PI PIPI PI PI PI PIPI PI GIRRGIRR GIRR GIRR PIRRPIPIWWMWMPIRRPI PIssssssss PI WWWM WMWWWMWM WWM GIRRGIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR WWM WWWM WM WW WM WM SSSSWWWMWM WWM WWM (SCALE IN FEET) 1:50 (22x34 FULL SIZE) 50 25 150500 UTILTIY PLAN 8" GATE VALVE (MJxMJ) W/ PLUG END OF WATER LINE (NORTH SIDE OF TEE) 8" MJxFLG ADAPTER SOUTH SIDE OF TEE 131.0 LF OF 8" C900 WATER MAIN 8"x8"x8" TEE (MJxMJxFLG) 122.6 LF OF 8" C900 WATER MAIN 15.0 LF 6" C900 WATER LINE 272.0 LF OF 8" C900 WATER MAIN FLG 90° ELBOW W/ THRUST BLOCK FIRE HYDRANT EXISTING MANHOLE REVISE RIM. OLD RIM 2402.06 NEW RIM 2399.88 INV OUT EL (S) 2393.99 INV IN EL (N) 2394.09 CITY SUPP SPEC SS-501, SS-501A, & ISPWC SD-507 STANDARD MANHOLE TYPE A. RIM 2402.93 INV OUT EL 2396.82 STANDARD MANHOLE TYPE A RIM EL 2399.43 INV IN EL (W) 2394.73 INV IN EL (N) 2394.39 INV OUT EL (S) 2394.29 145.9 LF - 8" SEWER MAIN PIPE - ISPWC - SECTION 501 PART 2.2. SLOPE 0.62% 337.5 LF - 8" SEWER MAIN PIPE - ISPWC - SECTION 501 PART 2.2. SLOPE 0.62%44.6 LF - 8" SEWER MAIN PIPE -ISPWC - SECTION 501 PART 2.2.SLOPE 0.45%FIRE HYDRANT 14.0 LF 6" C900 WATER LINE 8"x8"x6" TEE (MJxMJxFLG) 6" GATE VALVE (FLGxMJ) MASON VIEW PLACE RIVER BLUFF COURTSEWER SERVICES TO EXTEND THROUGH THE FRONT LOT LINE EASEMENT, TYP 8" GATE VALVE (MJxMJ) 8" GATE VALVE (MJxMJ) 70 LF 8" C900 WATER LINE 10.32'12.00'EXISTING SEWER SERVICE TO REMAINALL OTHER SEWER SERVICESNEW UNLESS LABELED EXEXISTING 2" WATER SERVICE TO REMAIN,OUTSIDE OF ROADWAY CUT LINE AND PLACEBRASS COMPRESSION FITTING TO REDUCE TO 1"ALL OTHER WATER SERVICES NEW UNLESS LABELED EX.34" - 1" WATER SERVICE WITH WATER METER PLACED WITHIN ROW AND OUTSIDE SIDEWALK PER STD DWG W-413EXISTING SEWER SERVICEEXISTING 2" WATER SERVICE TO REMAIN, BRASSCOMPRESSION FITTING TO REDUCE TO 1"EXISTING SEWER SERVICECITY SUPP SPEC SS-501A & ISPWC SD-507. BASE 1.33' (DEPTH) FLAT LID 12" (DEPTH) COLLAR 8" (DEPTH) RIM 2398.36 INV OUT EL 2395.29249 LF 8" C900 WAT E R LI N E REFER TO WATER NOTES 3 FOR WATER SERVICE CROSSING, TYP REFER TO WATER NOTES 2 FOR WATER MAIN CROSSING, TYP ALL OTHER SEWER SERVICES GRAVITY PRESSURE SEWER PIPE STUB INTO THE PROPERTY, TYP FOR 2 LOTS IDENTIFIED. GRINDER PUMP TO BE LOCATED AT THE HOUSE AND OWNED / OPERATED BY THE PROPERTY OWNER. 4" SEWER PIPE MIN. 2% SLOPE. INSTALL TYPE A SEWER SERVICE PER ISPWC SD-511 AND ISPWC-SECTION 504, TYP 4" SEWER PIPE AND CONSTRUCT 4" SEWER CLEAN OUT AS SHOWN, MIN. 2% SLOPE. INSTALL TYPE A SEWER SERVICE PER ISPWC SD-511 AND ISPWC-SECTION 504, TYP 8" ISOLATION VALVE NORTH SIDE OF TEE AT PROPERTY LINE REMOVE EX WATER MAIN BACK TO MASON VIEW PLACE CONNECT TO EX W/ FLG 45° ELBOW 15.00' WATERLINE EASEMENT8"x8"x6" TEE (MJxMJxFLG) 6" GATE VALVE (FLGxMJ) REMOVE ANGLE AND EX WATER MAIN TO THE WEST, NEW WATER MAIN TO THE NORTH TO TIE INTO END OF EX WATER MAIN WITHIN MASON VIEW PL EXIST ING 2" WA TER SERVI CE TO REMAIN , BRASSCOMPRESSION FIT T ING TO REDUCE TO 1 " MH STRUCT #4 MH STRUCT #2 MH STRUCT #1 MH STRUCT #3 STREET NAME SIGN EXISTING STREET NAME SIGN STOP SIGN DEAD END SIGN EX WATER MAIN TO BE ABANDONED IN PLACE January 2023 PLOTTED BY: CALEB KENYON DATE PLOTTED: 1/20/2023 4:32:43 PM PATH: A:\ABCO ENGINEERING\JOBS LANDED\CALEB\190223--LINCOLN CHARTER SCHOOL (MUSSELL)\ZSUBDIVISION\CAD\190223S - 03 - CU-101.DWGFILE NUMBER: SHEET NUMBER: DESIGNED BY: DATEDESCRIPTIONDATE REVISIONSBY NO. DRAWN BY:ABCOENGINEERING119 N. Midland Blvd. Nampa, Idaho 83651 Phone (208) 955-8126 LINCOLN STREETC. KENYON CU-101CALDWELL ID UTILITY PLANMUSSELL CONSTRUCTION3 OF 7 CANYON COUNTY RIVER BLUFF SUBDIVISIONC. KENYON 190223S CALL BEFORE YOU DIG! 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE WHICH MAY OCCUR BY FAILURE TO EXACTLY LOCATE AND PROTECT ALL UTILITIES. 2. CONTRACTOR SHALL CONTACT DIGLINE 48 HOURS PRIOR TO ANY EARTH DISTURBING ACTIVITIES ON SITE, AND REQUEST LOCATE OF UNDERGROUND UTILITIES. *The 811 logo is a registered trademark of the CGA. Know what'sbelow. before you dig.CallR 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (IDEQ). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). WATER NOTES SEWER NOTES 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. SEE WATER NOTES FOR SEPARATION OF POTABLE AND NON-POTABLE SERVICES RULES. 3. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 4. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. 4x6 C L E A R S P A C E F O R CI T Y A P P R O V A L S T A M P City of Caldwell APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with the City of Caldwell specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, orders of decisions, development agreements, or specifications. Inconsistencies not isolated by City staff shall not be construed as approved unless specifically addressed as a variance and granted by City Council as a variance. The City retains the right to enforce provisions of said document and policies even if inconsistencies are not noted by the City. Any revisions of these approved plans will require a resubmittal for a full review and approval. Name: