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HomeMy WebLinkAboutC6.1_Water and Pressure Irrigation Improvement Plan NOTES '9 ONAL PK T P SHEETWATER II / � a � A. SEE SHEET C1.0 FOR GENERAL AND WATER NOTES. ��SS\ f y F FF \� 7 P --TP = I P-___7P I P I B. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL Q M�M J 3 CHANGES OF DIRECTION PER CITY OF MERIDIAN c� \ REQUIREMENTS. 119 51.6' of 8" C900 SLEEVE SLV w w w w w w D° W C. 8" WATER MAINS SHALL HAVE A MINIMUM OF 4' OF J�07/18/23�o I O IR CXP 1-6" TO 4" MJ REDUCER COVER. '� qTF OF \Ij ,O` DV 18" 18"SD 18"s 18"SD 18"SD RED N:11217.46, E:10556.93 18"sD 18"sD 18"sD D. INSTALL WATER VALVE BOX AND LID PER CITY OF 9TTyEW $.��� MERIDIAN STANDARD DRAWING W11. F ° I� - FO FO- 0 FO FO - 0 FO F - FO ;i 0 - F - FO FO - - - - 24"GI I24"GI 24"GI i 4"GI 24"GI GI I I Id Id Id Id Id I Id - - - -Id /- - - - �d- - - - - d- - - - - - - - - - - - - PRESSURE IRRIGATION SHEET NOTES � 1 f� - - - - L- :450 LF 4" PVC- - - - - - - - - �d� - - d - - - - - - - - - - - - - - - - - - A. SEE SHEET C1.0 GENERAL, AND IRRIGATION NOTES. ;.•� 1-4" MJ 45° ELBOW E45 E45 1-8" MJ 45° ELBOW I wv N:10104.93 E:11218.55 N:10325.29 E:11204.55 I M M M M M M M M M 8"w- B. SEE SHEET C6.2 FOR PRESSURE IRRIGATION DETAILS. 190 LF 8" PVC 45 LF 8" PVC I 5 LF 4" PVC 1-8" MJ 45° ELBOW I 10 LF 8" PVC I - CXW _ C. IRRIGATION SERVICES SHALL BE 2" CLASS 200 E45 N:10319.33 E:11198.59 I arq F� I POLYETHYLENE PIPE PER DETAIL, SHEET C6.2, TYPICAL. M M I I 1-4 MJ 45° ELBOW E45 - - �- - - - - - - - - - - - � - 81 - - I I D THE LARINGS GEST DNAMETERES SHALL BE PIPE COMINGHE SAME SIZE AS 00 INTO THE FITTING M m I I N:10099.71 E:1 1213.59 O 2, I u, 'I I ARV GV 1-8" FLG TEE I I I I � I OR VALVE. • I 3-8" FLG X MJ GATE VALVE I - E. ALL ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL NLY i I I I TEE N:11204.10, E:10518.11 i I IT-- � SLEEVED ROAD CROSSING DETAIL, SHEET C6.2. SIS I w I I I IMF F. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL 35 LF 8" PVC _ I 5 SIS ;. I II CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING • . I I I I - _ I G. PRESSURE IRRIGATION PIPE TO BE CLASS 200 SDR-21 1-2" BLOW OFF ASSEMBLY FOR I N Z w w W I I BO FUTURE WATER MAIN EXTENSION I I I I I PVC OR APPROVED EQUAL. z N 2 h, I N:1 1 169.71, E:10518.1 1 I I �_ z 2 H. THE LL AIR DETAILSON SHEET C6.2SE S) AND DRAIN VALVES COORDINATE LOCATIONS N Lu o o WITH PROJECT ENGINEER DURING CONSTRUCTION. > Lu F o z W I IG I Imo- I. PRESSURE IRRIGATION BACK UP SOURCE IS AN EXISTING Z CITY OF MERIDIAN POTABLE WATER SINGLE POINT v a I I I I CONNECTION WITH REDUCED BACK-FLOW ASSEMBLY m I w I PI EASEMENT I ter. I Imo- LOCATED IN THE SOUTH EAST CORNER OF VILLAGE v A" 1 = I APARTMENTS NEAR N. RECORDS AVE. 0 I � I L KEYNOTES d '• I I I �- E. II i I w N s i I ®® I "sD�- MAINTAIN HORIZONTAL ROAND INVERTICAL SEPARATION r I I I OF THE POTABLE WATER AND NON-POTABLE O LY I - I Y,' I I PIPELINES (SEWER, STORM DRAIN, IRRIGATION, $Ep 1 1.00,w I I I I IC AMENITY, ETC.), PER CITY OF MERIDIAN N REQUIREMENTS. SEE SEWER NOTE 2 AND WATER I - I I L - NOTE 2, SHEET C1.1 FOR MORE INFORMATION. � I _ I UTILITY MAIN/SERVICE CROSSING ,n I w I I MAINTAIN HORIZONTAL AND VERTICAL SEPARATION W III I I I w� OF THE POTABLE WATER AND NON-POTABLE PIPELINES (SEWER, STORM DRAIN, IRRIGATION, M 9 © AMENITY, ETC.), PER CITY OF MERIDIAN REQUIREMENTS. SEE SEWER NOTE 3 AND WATER a� I c� II - - - - - - - - - - - - - - - i w I SEWER AND WATER EASEMENT BLOCK 1 I I ' `:';` I i r NOTE 3, SHEET C1.1 FOR MORE INFORMATION. INSTALL STANDARD SERVICE MARKER PER ISPWC z .�,, L STANDARD DRAWING SD-512. PAINT TO BE BLUE Q 1-2" BLOW-OFF ASSEMBLY FOR I � �,1.• I� BO FUTURE WATER MAIN EXTENSION 20 LF 8 PVC J w s I SIS I ,� I I Imo- INSTALL STANDARD SERVICE MARKER PER ISPWC J N:10985.90, E:10296.92 I O i II STANDARD DRAWING SD-512. PAINT TO BE o i - - - - - - - - - - - - - - - -� GV i 1-8" FLG TEE m r - - - J I Imo- PURPLE. I I I I DETAIL, AIR EREC6A2 E VALVE PER z w 1 $I$ 1-8" FLG X MJ GATE VALVE I I a :: I�---- ARV w ° I TEE N:10985.90, E:10319.33 > �, . �- BO INSTALL BLOW-OFF PER CITY OF MERIDIAN WATER Z a I I I II SPECIFICATIONS AND STANDARD DRAWING W13. LJJ m Lu 00 r 1 <, �. I GV 1-8" FLG TEE I J I I I I I CXP CONNECT TO EXISTING °•# I 1-8°N 10942.20 EA10319L33 w O BO I I I Imo_ O PRESSURE IRRIGATION MAIN. O Q 4 TEE I 30 LF 8" PVC 1-2" BLOW-OFF ASSEMBLY FOR I REMOVE EXISTING 2" BLOW OFF ASSEMBLY AND J FUTURE WATER MAIN EXTENSION O m I I I I m N:10942.20, E:10349.72 I I CXW �, I O CONNECT TO EXISTING WATER MAIN. CONTRACTOR Z � � I I SHALL FIELD VERIFY SIZE AND LOCATION OF I I I EXISTING WATER MAIN PRIOR TO CONSTRUCTION. O z I I - 1-2" BLOW-OFF ASSEMBLY FOR 3 LF 8" PVC I - 0 BO FUTURE WATER MAIN EXTENSION w - J a I I INSTALL DRAIN VALVE PER N:10938.88, E:10293.93 L - 1-8" FLG TEE GV I I I I I DV DETAIL, SHEET C6.2. - Q 25 LF 8" PVC 1-- z • . 1-8" FLG X MJ GATE VALVE I I I INSTALL 1 1.25' BEND (MJxMJ) AND THRUST BLOCK. - VD 1 I _ I N:10938.88 E:10319.33 I TEE _<• I I E11 SIZE AS INDICATED. 0 O Of ° } I I 1-4" MJ 45° ELBOW F w : N:10096.21 E:10879.45 E45 I I I I� CD INSTALL 22.5° BEND (MJxMJ) AND THRUST BLOCK. m 0 ,n � - 30 LF 8" PVC I I SIZE AS INDICATED. _ Q w 15 LF 4" PVC of - I INSTALL 45° BEND (MJxMJ) AND THRUST BLOCK. (� . C:7 I I I 1-4" MJ 45° ELBOW GV 1-8" FLG TEE w I _ I I E45 SIZE AS INDICATED. z D E45 cn N:10107.68 E:10867.74 O 1-8" FLG X MJ GATE VALVE 1-2" BLOW-OFF ASSEMBLY FOR I ° I I1--I ED INSTALL 14' TYPE 1 GRAVEL ACCESS ROAD PER Q Q Lu c� 5 LF 4" PVC TEE N:10891.64, E:10319.34 fl L - FUTURE WATER MAIN EXTENSION BO I Q - cC n� ACHD STORMWATER DESIGN GUIDELINES DETAIL 03. A 1-4" MJ 22.5° ELBOW E22 I N:10891.64, E:10349.72 I `' I I 1L`1 8" OF J" MINUS CRUSHED AGGREGATE COMPACTED W -N: 0107.60, E:10860.00 O a ° a° I w ;` I I I I TO 95% DRY DENSITY. � � CONTRACTOR TO RAISE GRAVITY IRRIGATION BOX L1J Z i . 5 LF 4" PVC �n > I I a I GIX 1-4" MJ 45° ELBOW E45 - - - J I O I r' I I I I I O RIM 3 FEET, PROVIDE WATER TIGHT CONNECTION. Q 5 Q \ N:10109.52 E:10854.570 O I oo r I II I INSTALL GATE VALVE (MJxMJ). Ln > 40 LF 4" PVC I CL w I I�--_� GV SIZE AND QUANTITY, AS NOTED. � w c��o . ° I J I ;o I I I I I INSTALL REDUCER (FLGxMJ) z r -� I I RED SIZE, AS NOTED. Q _ I 1-8" MJ 22.5° ELBOW I�7 O oc GIX EX GIBOX 1 <n GAR G/ \ \ P \ I N:10319.33, E:10816.11 E22 $I$ I I I ICJ CD 10' MINIMUM SEPARATION REQUIRED BETWEEN Q u RIM:2624.58 FOC) I w I I I I I POTABLE AND NON-POTABLE MAINS. z INV IN:2613.48 48" Reinforced Concrete Pipe " 0 ti �3 Gr 2 7 ? 11 DV I I 11---�t O INSTALL 2" SERVICE PER W W INV OUT:2613.50 48" Reinforced Concrete Pipe E 3� �\�_ w \ I a I SIS DETAIL, SHEET C6.2. Q EP S \ �� / I I �- P/ 1 LF I 25 LF 8" PVC 3 I I o s'sD I SLV INSTALL AWWA C-900 SLEEVE Q ♦ 125 Gr E � //�� � 4» PVC O I O PER DETAIL ON SHEET C6.2. � �� r ' I L INSTALL TEE (FLGxFLG) AND THRUST BLOCK. 1-4" MJ 1 1.25° ELBOW EP 0-3 �? I E11 N:10144.58, E:10837 v87,d3 ��03 \� I I I TEE SIZE, AS NOTED. / , �� S \ ��� 45.7' of 8" C900 SLEEVE SLV ,.., I DC UP 1-6" FLG TEE I I a, : I E. LESLIE DR. ♦ 03 d3 s / �� r 1-6" FLG X MJ GATE VALVE I w, 1 v� 03 d3 \ ?" _ 1 's 12"s 12" \d3 S � �_ \ GV 1-4" FLG X MJ GATE VALVE I m"g \' �� Gr TEE N:10743.26, E:10553.80 I I uj 2" �\E�G _ P \ � � AIc _ _ _ I 'zTX Irn -al _ I � m d< \\ �� �,-��' d /2 S \EEG w �.; �, o� vwv E� C a3 rn P W GAR 1-12" FLG TEE GV \12S \E G PI _ a O 1-12" TO 8" REDUCER \ o c m ``' n 0? d E 1\4" MJ 11.25 ELBOW 1-12" FLG X MJ GATE VALVE RED c - 45 L4i' PVC RR I I d N:10481.29, E:10754.25 ° 1-8" FLG X MJ GATE VALVES _ \ S om I N:10790.55, E:10307.83 TEE `\d3\d s G GAR �K I Y } FINCy 1-4" MJ 22.5° ELBOW _ I I I I �1 TFRL N:10506.10_, E:10743.37 2's G L Y I I II I 3 � G/ d�3 \1 � � \,•�Q I S GAR �'^' I s� w � I � � na �• G/ '2s ENGINEERING a '� 5725 NORTH DISCOVERY WAY a m a v sA \ BOISE,IDAHO 83713 ® ?S PHONE(208)639-6939 No N. C/ \ I <^.. aa. I kmengllp.com a I I I sAi SS DESIGN BY: KWK I QNL m DRAWN BY: KWK z I I I ti CHECKED BY: MSD 0 io DATE: MARCH,2023 WATER, GRAVITY, AND PRESSURE I R R I G AT I' N PLAN 9 PROJECT: 23-021 z 0 30 60 90 I SHEET NO. N Plan Scale: 1" = 30' I C6. 1 M N d