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Z - Irrigation District Consent for Easement" CONNECT A EXISTING 6" GATE VALVE 5 LF 6 PVC N: 726514.42. E: 2439165.24 30 LF 6 PVC Ij 3' / N. 726514.33, E' 2439172.60 BAINBRIDGE HESS ,'� /n / SUBDIVISION No. 1 1-6" 22.5' ELBOW BLOCKS N: 726492.70, E: 2439193.71 6 O 1-6" TEE 1-6"x 4" REDUCER ,, / e.0 m ems• `��-B °-E�v N: 726431 79, E: 2439367.41,°•• /r P C 70 LF 4 PVC 1-4 GATE VALVE O 1-4" GATE VALVE N: 726583.57, E: 2439440.61 1-4' 22.5' ELBOW O W N: 726530.34, E: 2439397.10 O Q 15 LF 4" PVC 1-4" 45' ELBOW N: 726593.81, E: 2439448.98 }' / I I¢ 25 LF 4" PVC 1-4" 90' ELBOW 1-6" DEFLECTION POINT ' I N: 726593.49, E: 2439476.06 N: 726386.83, E: 2439495.65 a \ Wm _ R336.23'0 w I 1-6" DEFLECTION POINT N: 726358.40, E: 2439588.53 20 LF 6" PVC - Q 1 1-6" GATE VALVE ^ I. N. 726368.00. E: 2439606.47 S _E BI -E.02- 6'Y:- Y• 1.--E'VB-w} E 2 I \ iI j 1-6" GATE VALVE iI N: 726366.58, E: 2439670.79 £ R © o 0 0 0 0 � CONNECT TO EXISTING - 6" GATE VALVE v N: 726355.50, E: 2439772.00 10 LF 6" PVC 1-6" TEE 1 4E4NI�13&300.741E[Iie"Oi77.gg....EEE4.. * ............. ....E4E E�IEEtE1E4E1 4E4EPE4E4......... gE1EgEE4■y� ORI.:..__. 6"W gpl 580 LF 6" PVC I 1V�. 15 LF 6" PVC - _ - - - - - _ _ =5 _ !'PI -_ - 6'PI - G C (. - J I,. _ 1-6" 90' ELBOW .� N: 726363.97, E: 2439788.83 ' BAINBRIDGE SUBDIVISION No. 2 I I I oE4'S�oCENSFpc7'1f OWNERSHIP: PRESSURE IRRIGATION PUMP STATION AND PIPING SYSTEM SHALL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. 16860 IRRIGATION PRIMARY SOURCE: SURFACE WATER RIGHT WITH SETTLERS 0 20 40 80 120 r 9� FlF IRRIGATION DISTRICT. OF ti�/N Plan Scale C. IRRIGATION SECONDARY SOURCE: CITY OF MERIDIAN POTABLE WATER SYSTEM. SHEET NOTES p ' I 1 A. SEE SHEET C1 GENERAL, IRRIGATION, AND ACHD NOTES. BAINBRIDGE I B. SEE SHEET C7.1 FOR PRESSURE IRRIGATION DETAILS. SUBDIVISION No. 1 I C. IRRIGATION SERVICES SHALL BE 1" CLASS 200 POLYETHYLENE PIPE PER DETAIL. SHEET C7.1, TYPICAL. D ALL FITTNGS AND VALVES SHALL BE THE SAME SIZE AS " :.--_ LARGE THE LARGEST DIAMETER PIPE COMING INTO THE FITTING �\ 5 CONNECT TO EXISTING E. ALL ROAD -CROSSINGS SHALL BE SLEEVED PER TYPICAL SLEEVED ROAD CROSSING DETAIL, SHEET C7.1. W, Z O 6" GATE VALVE F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL LA 1 N: 727304.04, E: 2439186.03 CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING � O © G. PRESSURE IRRIGATION PIPE TO BE CLASS 200, SDR -21 PVC OR APPROVED EQUAL. 3 v O O O _ X(I 3 Q 0 © 7O H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER THE DETAILS ON SHEET C7.1- •LI',v�l I COORDINATE LOCATIONS WITH PROJECT ENGINEER DURING CONSTRUCTION. j I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL CONNECT TO THE BAINBRIDGE SUBDIVISION SYSTEM THAT LR WILL BE OWNED, MAINTAINED, AND OPERATED BY THE HOA. _ KEYNOTES Z 14 / 1 ' N. COLOSSEUM AV� I a 3 �� 1(D / I. INSTALL AWWA C-900 SLEEVE PER DETAIL, SHEET C7.1. 2. MAINTAIN HORIZONTAL AND VERTICAL SEPARATION OF THE N POTAB LE WATER AND NON -POTABLE PIPELINES (SEWER, STORM DRAIN, IRRIGATION, AMENITY, ETC.), SEE IRRIGATION NOTE 3, SHEET CIA. • _ 9 3. INSTALL DRAIN VALVE PER DETAIL, SHEET C7.1. +\ F 4. INSTALL AIR RELEASE VALVE PER DETAIL, SHEET C7.1. 5. INSTALL TWO - 2" SINGLE METERED SERVICE CONNECTIONS FOR POTABLE WATER/PI CROSS -CONNECTION (SINGLE POINT OF CONNECTION TO PI). REDUCED PRESSURE BACKFLOW ASSEMBLY MUST BE [V J APPROVED BY THE STATE OF IDAHO, DEPARTMENT OF d ,A WATER QUALITY AND THE WATER DIVISION OF THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. METERS 0 © ® SHALL BE EQUAL DISTANCE APART WITH MATCHING PIPE LENGTHS TO ENSURE EQUAL FLOW TO EACH METER. O Z LU �TI it a li i s 65 LF 4" PVC 0 VE 2 - 2" WATER SERVICE AND METER 2 - 2•' 975XL REDUCED PRESSURE PRINCIPLE C G i 1-4" GATE VALVE BACKS BACKFLOW ASSEMBLY OR APPROVED EQUIVALENT _Q V) LU 11}`liY j In 1-4" 225' ELBOW 2 - MAIN AND DRAIN VALVE > N: 727185 25, E: 2439457.49 2 - BLOWOUT TEE WITH PLUG 2 - 2" 90' ELBOW > Q 115 LF 4" PVC 1 - 3" TEE " REDUCER 0 - = 3 1•PI /"PI 26 LF OF 3" PE PIPE ^ CO ;7 (l 530 LF 4" PVC �I•PI IWI 4 -PI 4'PI 2 A• 1•PI PI 4•PI u' 1-6"x4" 1REDVICER WORKING PRESSURE 501SI MIN. - 85PSI MAX. O 11111 MAX. = Q N 6 1 N: 727300.70, E: 2439458.89 Ln Q Z 1-4' GATE VALVE INSTALL RP A MINIMUM OF V ABOVE FINISH GRADE ATN Fr O 1-4•• 22.5' ELBOW © HIGH POINT PER DEQ REQUIREMENTS. I"I"I I.I.f BLOCK4 N: 727121 .97. E. 2439480.27 20' Wide gravity irrigation j W c� access easement. To be in the �®C -�'o cc back of lots, and not required in G g ®� �4 m w a common lot, as approved by�'� �,� ��� t d d o '�' z Rod Wagner 3 �� .�4�1 m N Lu (Print Name) a / m 9 N.,. LI HFIELD AVE. ,_-�'se-s- `-`1--`," 6- _ I - T T I 13 approve the 20' wide pp gravity -B" � r� - - a' ! irrigation access easement on Lots 4 through 12 Block 2. And do not require that DRAWING STATUS: i 14 these be in a common lot, FOR AGENCY REVIEW % 9 and consent that the easement can be included in the building lots of Lots 4 1-6" GATE VALVE s through 12 Block 2. BlDCK2 N: 727118.26, E: 2439787.46 Q _ 1-6" 45' ELBOW N: 726955.90, E: 2439781.17 1-6" 90' ELBOW N: 727296.651 E: 2439788.89 �I^ / 0-/ /� ENGINEERS. SURVEYORS. PLANNERS L ............. 160 LF 6' PVC 5 LF 6" g•pl 115 LF 6" PVC r a 9233 WEST STATE STREET P A 9 HONE U08j 639693 rPIj I _ 6 g.pl g"q II O e"PI 1 B•PI 4.1`1 16 4 'Al I208j 639-6930 BY: LCK DRAWN BY: LCK 1-6" 45' ELBOW N: 726944.76, 6 2439797.00 - 1-6" GATE VALVE ' N: 727181.25, E: 2439787 97 (Sign Nae) CHECKED BY: LCK DATE: 5/15/18 BAINBRIDGE CONNECTION PROJECT: 17-068 SUBDIVISION SHEET NO. C7.0 L I - f