Loading...
HomeMy WebLinkAboutC2.0_Utilites z LEGEND o Q U SITE IMPROVEMENT - - - - PROPERTY LINE/RIGHT-OF-WAY LINECONDITIONAL USE PERMIT - PLANS ADJACENT PROPERTY LINE m co EXISTING EASEMENT z SITE AND UTILITY PLANS LsL LANDSCAPE SETBACK LINE U IN THE CITY OF MERIDIAN , COUNTY OF ADA, STATE OF IDAHO FOP FOP - EXISTING FIBER OPTIC LINE Z o UGE UGE EXISTING UNDERGROUND ELECTRIC LINE o UL 3423 E USTICK ROAD, MERIDIAN , ID 83646 w SOUTHEAST CORNER MARKETPLACE SUBDIVISION OH EXISTING OVERHEAD ELECTRIC LINE TOWNSHIP 3N RANGE 1 E SECTION 04 z SS SS - EXISTING SEWER LINE WATER AND SEWER CONSTRUCTION : . SD SD - EXISTING STORM LINE z �. z � 0 WL WL - EXISTING WATER LINE 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE a_ "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE CPR - � EXISTING IRRIGATION LINE c� STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. cnUj 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS E UST C K ROAD SS PROPOSED SEWER LINE (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) W Uj PROPOSED WATER/IRRIGATION LINE o Uj FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER aaaaa z MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE I SD PROPOSED STORM LINE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO 0 RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF > > PROPOSED FLOW LINE ° THE WASTEWATER RULES (IDAPA 58.01.16). -OH OH OH- T - -�'r - 7H� - - OH OH E - - - PROPOSED SAWCUT o Q 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES CO OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS - - -I - J J - - - - 0 20' 40' o EXISTING CATCH BASIN NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH I LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE I cV ICV I SCALE: 1" = 20' EXISTING WATER/GAS VALVE 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 ERR - - ( ) _ _ - - - S EXISTING SANITARY MANHOLE o RULES (IDAPA 58.01.16). - UGE - r O ra rL�L U LS EXISTING WATER MANHOLE 2 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE Q Q) ° ( IYGE �- AGE - K E YN 0 TE S TRAFFIC CIRCULATION ARROW o - a SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY I.E. SEEPAGE BEDS, , - F�, Z ° ° DRAINAGE SWALES). eO0 NK NK - FAG o 0 ° UNK Ol PROTECT EXISTING IMPROVEMENTS IN PLACE. ® PROPOSED WATER METER O o UNK N00 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO 19 v v o - ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE O UTILITY CROSSING. CONTRACTOR TO VERIFY GRADES. O PROPOSED STORM MANHOLE Z 0 0 INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 12 0 3 Z o 0 03 WATER MAIN CONNECTION PER MERIDIAN STANDARD. ❑® PROPOSED STORM INLET ,0 ; a ° ° 6. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE I � ° a 3 w WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS I 13 27.94' I ® PROPOSED ANSI/AWWA C 901 WATER SERVICE LINE. PER PROPOSED SIGN REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. I MERIDIAN STANDARD DIVISION 400 2.2. PROPOSED BOLLARD 7. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS M W 05 PROPOSED WATER CONNECTION TO BUILDING. (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) 14 0 Z 0 PROPOSED MONUMENT SIGN Q FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER I - Q © PROPOSED BACKFLOW VALVE AND IRRIGATION STUB. REFER TO 0 MAIN TO CROSS WITH LESS THAN EIGHTEEN 18 INCHES OF VERTICAL SEPARATION, THE _ _ LANDSCAPE PLANS FOR CONTINUATION. p PROPOSED HYDRANT o CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO I ❑ I 0 07 PROPOSED WATER METER PER MERIDIAN STANDARD DETAIL W2. ® PROPOSED GATE VALVE RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). I W ® SEWER CONNECTION TO MAIN. I PROPOSED BACKFLOW ASSEMBLY I FF:2628.30 8. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES I m 0 09 PROPOSED 4" PVC SEWER SERVICE LINE PER MERIDIAN PROPOSED CLEANOUT OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS I :�E STANDARD. NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH I ❑ ❑ PROPOSED TRANSFORMER AND PAD LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE I --- I LJ 10 PROPOSED FIRE HYDRANT PER MERIDIAN STANDARD DETAIL W8 CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC I & W9. DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER 18 RULES (IDAPA 58.01.16). 11 PROPOSED SEWER CONNECTION TO BUILDING. 5 9. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE 11 UGE 12 PROPOSED CONNECTION TO GAS MAIN. z WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., - I - - - 13 PROPOSED GAS LINE. J SEEPAGE BEDS, DRAINAGE SWALES). 09 39' @ 2.0% 4" PVC�� 3 I 14 PROPOSED GAS CONNECTION TO BUILDING. 8 2617.92 RIM 15 PROPOSED ADS STORM INLET. z �p 2617.56 INV(S) W 2617.56 INV(E) 16 PROPOSED WATER SERVICE. PER MERIDIAN STANDARD DETAIL W1. 2i cfl S W 0000 I- -j 21 2619.15 RIM i 17 PROPOSED 12 ADS STORM DRAIN AT 0.50%. O 0 2618.78 INV(W) 18 PROPOSED ELECTRICAL SERVICE. 62 @ 2.0% 4„ PVC 90 2618.78 INV(N) W U Z 10 2626.49 BURY LINE 16 116' 19 PROPOSED TRANSFORMER AND PAD. z J Q 0 CL 2 90° BEND WITH I 20 PROPOSED ELECTRICAL CONNECTION TO BUILDING. W J 2 - o `THRUST BLOCK - I Z LLJ �p4 20' 8" PVC I I 21 PROPOSED SEWER CLEAN-OUT MERIDIAN STANDARD DETAIL S1. ► , o 1 68' @ 2.0% 4" PVC " I 11' 8" PVC 4 22 PROPOSED WATER BEND WITH THRUST BLOCK PER MERIDIAN �, 0 STANDARD. - �_ Q 23 1 I2I625.55 RIM 3 6 23 ADJUST EXISTING STRUCTURES TO PROPOSE GRADE. J 7 ~ Wa- 3 1 2625.64 RIM 16 16 5' Q 2616.30 INV(S) W - 7 W � � '^ Z) w 2615.90 INV(W) 3 1 1611' VJ o I SS - -- SS SS � S 2616.20 INV(N) W CF J I � • 15 2625.14 RIM Q m r5 i';r`; 15 < 2623.48 INV(SW) I z M 2 r6 0 • `�J a - - 36' @ 0.5% 12" ADS 17 Q ii 2626.30 RIM 0 1 2623.20 INV(W) U 23 2623.30 INV(N) 2623.30 INV(NE) I I so M \ O m a a N M M O 0 I I m 0 ~ O # (n Q z cn Y Q c z o Y o O 53_50U N A U TH O R ZED CHANGES 9 USES NOTE TO CONTRACTOR BASIS OF BEARINGS: BENCH MARK: BENCH MARK: Q Uj= Q w Q o T , THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND THE BASIS OF BEARING OF THIS SURVEY IS GRID NORTH BASED ON TBM#1 TBM#2 Q Q v Q Q / THE WEST LINE OF THE SUBJECT PROPERTY. THE BEARING IS " REBAR WITH YELLOW " REBAR �■ lil m ® USES OF THESE PLANS. ALL CHANGES OF THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE DENOTED AS N01°52'30"E PER GPS COORDINATE OBSERVATIONS PLASTIC CAP INSCRIBED "LS7876" PER BOOK 101, PAGE 13337 N N OF THESE PLANS PRIOR TO CONSTRUCTION. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. IDAHO STATE PLANE, WEST ZONE NAD83. FOUND EASTING: 2465411.21 • ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE THERE MAYBE EXISTING UTILITIES NOT SHOWN ON THESE PLANS. LATITUDE = 43°37'59.60452" EASTING: 2465390.02 NORTHING: 717180.43 a_ / RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND LONGITUDE: = -116°21'06.21906" NORTHING: 717438.26 ELEVATION: 2626.28' N ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO CONVERGENCE ANGLE = 00°24'54.81" ELEVATION: 2628.26' N Know what's beiOW NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN BE USED PRIOR TO CONSTRUCTION AND SHALL BE N PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE Cail before you dig. WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UTILITIES, SHOWN OR NOT SHOWN HEREON. 0F2