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HomeMy WebLinkAboutCC - Pressure Irrigation Improvement Plans oQ�V''bl, AC PAVEMENT BY OTHERS PAVED SURFACE SEE NOTE 1 BELOW VARIES, 2.5"-3 10821 3/4" MINUS BASE, BY OTHERS p 10/4/22 0 w VARIES 4"-6" �FG9TF of \oPl� w¢ /�P. MCC STANDARD MANHOLE N Op Op Op Op Op Op Op Op Op p FRAME AND COVER PIT—RUN SUB—BASE, BY OTHERS � � NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN 00 THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE VARIES, 10"-16" ADEQUATE VENTING. = p p p TEMPORARY BACKFILL AS p p p LOCATE AIR RELEASE VALVES WITHIN COMMON LOTS o 0 O O O REQUIRED TO MAINTAIN O O O OR NEAR ROAD FRONTAGE WHEREVER POSSIBLE. Of 1111 12" COVER OVER SLEEVE z SUB GRADE ELEVATION, BY w= OTHERS, SEE NOTE 1 BELOW ~ III=III=III= PERMA o� COORDINATE WITH PAVINGNENT BACKFILL, DEPTH VARIES WITH PAVEMENT CONTRACTOR FOR REMOVAL SECTION. BACKFILL SHALL BE NATIVE MATERIAL AND o 0 OF TEMPORARY BACKFILL T COMPACTED TO 95% DENSITY. LOCATED ABOVE SUBGRADE MIN. 6" N 24"0 CONCRETE FINDER TAPE PIPE. LENGTH O LOCATING WIRE AS REQUIRED. (2) 3" CLASS 200 SIGNAL VALVE FIBERGLASS CONDUIT WITH 1/4" & COVER X I FWATERMAN MODEL CR-100 NYLON PULL ROPES ISPWC TYPE-1 PIPE BEDDING AIR RELEASE VALVE (OR EQUAL) 1-1/2"0 GALVANIZED COMPACTED TO 95% DENSITY. IRON NIPPLE & 90' ELBOW N MAIN PIPE AND BELL O Z LINE N BALL VALVE CURB STOP MIN. :14- > 2 (MUELLER 300 OR EQUAL) Lu = o SKISEEDS SLEEVESPWC SCHEDULE,307. THIS SHEET ~ 1-1/2VGALVANIZED IM E.E 6'1 SLEEVE IM EE 6� FOR MATERIAL AND MIIMUM SIZE U APPROVED METAL OR PLASTIC T DIA. 1-1 2 0 SCH. 40 TAPPIN NOTE 5 NOTE 5 TAG WITH "NON—POTABLE -- / " SADDLE WATER DO NOT DRINK" IS GALVANIZED IRON REQUIRED. CONNECT TO VALVE PIPE RISER BOX WITH EYE BOLT AND WIRE TIE. e. `a a 6" MIN' SLEEVE SCHEDULE INCHES ad` 1-1/2"0 IRON PIPET d I IRRIGATION - -jo OO OOOercrQ0 O O OOO� - - PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE LD. NOTES:TRENCHMAIN OOO OWBACKFILL n - - 3" 4.17" 6" PVC C900 6.31 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT, OOO _ _ n FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD OO O O O OOO�/O 4" 5.36" 8" PVC C900 g 28^ SUB-BASE, ROAD BASE AND PAVEMENT. U O O OO O O O O O _ _ 2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE O O O O O OO o0o O - 6" 7.89" 10" PVC C900 10.16" FULL EXTENT OF RIGHT-OF-WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR SIDEWALK. III=1 �oc0 Oo Oo 00 O O � O I8" 10.27" 14" PVC C905 14.0" 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT OO n O O oOOO - PIPE ASSLEEVE SHALL BE SPECIFIEDCLASS 200 PVC IN SLEEVE SCHEDUPE,LE. ADS N-12 OR ALUMINIZED CMP 1-1/2" BRANCH OO O O`J O O _OO O- 10" 12.79" 16" PVC C905 15.92" TEE I- O O 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL IIIAll, IIII—III III O 0 0 IIIIIII CROSS BELOW OTHER UTILITIES. 12" 15.17" 18" PVC C905 17.85" N SCALE: NONE _ —I I I � � _ 5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION. z IIIIII 12 CUBIC YARDS MINIMUM— IIIIIIIII—III NOTES: 2 WASHED DRAIN ROCK,= 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION I—III " - —III —III A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND Q OR AS REQUIRED. PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR J MAIN LINE AIR RELEASE II I II I I— I PIPE BELL. PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. DIG TO FREE B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL NTS DRAINING SOILS PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT. Z Z Q J W � TYPICAL MAIN LINE DRAIN TYPICAL SLEEVED ROAD CROSSING r,4 z NTS NTS O O \ C rz = / GW V Q C d Q Z Q O 0 O a U w < LD w — � � w a � � Lu �C w � a cn LLJ a 0 kmZ O E N G I N E E R I N G U S725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 PHONE(208)639-6939 okmengllp.com Ln DESIGN BY: MSD,JRW DRAWN BY: JRW O CHECKED BY: MSD U DATE: 9-22-22 PROJECT: 21-221 O SHEET NO. LL C7.2 Q a Z SHEET NOTES FUTURE PRESCOTT RIDGE - -- � A. SEE SHEET C1.1 GENERAL, IRRIGATION, AND ACHD NOTES. SSYONAL f,1,c/ SUBDIVISION NO.Q B. ALL FITTINGS AND VALVES SHALL BE THE SAME SIZE AS I/ THE LARGEST DIAMETER PIPE COMING INTO THE FITTING V OR VALVE. 10821 1-2" BLOW-OFF ASSEMBLY FO.� _ _ . W _ ��� CAP TMP GV � R � � � SIS 'jr� FUTURE PRESSURE IRRIGATION MAIN EXTENSION C. ALL ROAD-CROSSINGS SHALL BE SLEEVED PER TYPICAL `1j�10 4 22�o - W p - SLEEVED ROAD CROSSING DETAIL, SHEET C7.2. T P 1 4" MJ GATE VALVE �F F OF 55ELEVATION:436367 03 2529.949 D. THRUST OR ANCHOR BLOCKS ARE REQUIRED AT ALL N P. MCCP� IMP CAP GV TEE - CHANGES OF DIRECTIONS PER ISPWC STANDARD DRAWING -4" FLG TEE I O _ ' -4 FLG X MJ GATE VALVE , E11 -�� 721 SD-403. '2 " 1 4" MJ 11.25' ELBOW N ELEVATION: 2528.310 _ E. CONTRACTOR SHALL REMOVE EXISTING FENCE AS i N:726553.56, E:2436258.07 $l$ � ; <�� N:726563.68, E:2436096.92 � �1� NECESSARY TO INSTALL NEW PRESSURE IRRIGATION ARV SERVICES ON EXISTING MAIN LINES; THEN REINSTALL OR y� REPLACE FENCE AND LANDSCAPING AS NEEDED. 40 LF 4" PSC� 45 LF 4' F� COORDINATE WITH DEVELOPER, ADJACENT PROPERTY 1-4" MJ 11.25' ELBOW E11 .� OWNERS, AND CITY OF MERIDIAN AS NECESSARY. SEE 1-4" MJ 1 1.25' ELBOW-7 �I SIS � N:726594.60, E:2435939.70 .I � SHEET C1.2 FOR MORE INFORMATION. ,N:726562.53, E:2436211.16 E11 5 LF 4" PVC $I$ F. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND PAVEMENT PATCH PER ISPWC SD-301, SD-303, SD-8061 m y :� - �� ✓,�.�� - _ LF 4 PVC ARV _ TEE GV AND ACHD REQUIREMENTS AS NEEDED. 0 0 SIS 20 - W W LL W _W � �100 . ' . . ` ` . . �".�� 60 LF 4" PVC 4..PVC 1 P� - VC 2-4" FLG XE MJ GATE VALVE PVC PRESSURE RRIGATI N PIPE O BE CLASS 2 SDR 21 � C 15 LF 4" � G. IRRIGATION T 00, d ELEVATION: 2529.537 �, V LF 1 1-4" MJ 22.5' ELBOW PVC OR APPROVED EQUAL. 10 LF _ O , VI N:726552.47, E:2436367.00 N:726564.43, E:2435991.44 SlS $IS SLV i TEE GV 37 ARV H. INSTALL AIR RELEASE VALVE(S) AND DRAIN VALVES PER \ \ W W W W 3 1-4" MJ 1 1.25' ELBOW a 1 4" FLG TEE I THE DETAILS ON SHEET C7.2. COORDINATE LOCATIONS O E11 N:726544.48, E:2436091.72 2 4" FLG X MJ GATE VALVE $I$ WITH PROJECT ENGINEER DURING CONSTRUCTION. ELEVATION: 2526.810 ' . _ ���` . _ _ ✓ : j _ 5 LF 4" PVC N:726544.48, E:2436096.72 I. THE PROPOSED PRESSURE IRRIGATION SYSTEM WILL BE 60 LF 4" PVC_ HOMEOWNERS ASSOCIATION. �. / z 36 OWNED, MAINTAINED, AND OPERATED BY THE O z - w FUTURE PRESCOTT RIDGE SIS 16 ! fy 2i SUBDIVISION NO.3 _.-.- �o vw _a f n - a KEYNOTES - 15 23 / s �� SIS DR -w�� _ ,� < f v� UTILITY MAIN/MAIN CROSSING �W / LI$ 24 m -w . . W Rq 1 a i LL W W- W W W W y v W LL W W y W 1 _ W= a 34 J MAINTAIN HORIZONTAL AND VERTICAL SEPARATION 1-4° FLG TEE OF THE POTABLE WATER AND NON-POTABLE - w � � PIPELINES SEWER, STORM DRAIN, IRRIGATION, - - - � � �� �� � TEE GV s _ _ ARV �s� SIS 2-4" FLG X MJ GATE VALVE �' REQUIREMENTS. SEE EIWER NOTE MERIDIANTY OF 2 AND WATER L S N SIS ♦ - LI$ ELEVATION: 2527.198 -gip sr _ '�, NOTE 2, SHEET C1.1 FOR MORE INFORMATION. �125 LF PVC PVC �� N�726332�6�E�243584943� L Aso ;c 'c UTILITY MAIN�SERVICE CROSSING _ 13 21 _ _ . SIS 11 MAINTAIN HORIZONTAL AND VERTICAL SEPARATION � 29 OF THE POTABLE WATER AND NON POTABLE o r 20 SIS 30 SID �s��� © PIPELINES (SEWER, STORM DRAIN, IRRIGATION, z - . 1 4'sMJ 45' ELBOW- - / 12 / E45 1 4" MJ 45' Id ELBOW $l$ 31 E45 AMENITY, ETC.), PER CITY OF MERIDIAN .N:726332.10 E:2435833.73 _� Id O REQUIREMENTS. SEE SEWER NOTE 3 AND WATER 10 L VC 5 LF P 6 LF 4 N:726291.92, E:2436364.25 E �LGxFLG)OR MORE INFORMATION. s i �46 " PVC 32 NOTE 3 SHE F 4" P Jd w INSTALL TEE 4" VC 1 E11 E . G1-4" MJ 11. 5- LBO TESIZE, AS NOTED. N:726234.13, E:2436303.69W33 AI BEND (MJxMJ) DV O1 SIZE AS NOTED.Id L INSTALL 22.5' BEND (MJxMJ) SIS "� _" � �� CDSIZE, AS NOTED. SIS I E45 INSTALL 45- BEND (MJxMJ) SIZE, AS NOTED. INSTALL 90' BEND (MJxMJ) N SIS �� O 1-4" MJ 45' ELBOW x„r E90 SIZE, AS NOTED. z N:726233.05, E:2436302.00 18O INSTALL GATE VALVE (MJXMJ) Q C'V SIZE AND QUANTITY AS NOTED. j SIS I _ yr s LIS �� _ I s r SIS INSTALL PI SHORT-SIDE SERVICE. Z - W .' t W �385 LF 4" PVC Q ��y r '�`,� // INSTALL PI LONG-SIDE SERVICE. Lu d LIS �f SIS c��. � DV 17 - � =_'y a O INSTALL AWWA C-900 SLEEVE N G Z I _ DRAIN SIS I PER DETAIL ON SHEET C7.2. W W VALVE.L O O LLJ � ,' 7 A / / ��, _ /., ,,�w��. r _ w INSTALL CAP W Q -- :p CAP / - O ` ; / . _ _ - FOR FUTURE EXTENSION Q [ 7 $I$ ,_ 1Z �p".�� ^ r) INSTALL TEMPORARY PRESSURIZED IRRIGATION a _ ' TMP DRAIN VALVE. 7 �: _.-{� - _ - Z LI$ _ I }° Ij INSTALL AIR Q Z - I ARV RELEASE VALVE. - Z SIS Q - I r E22 � 0 O 1 4" MJ 45' ELBOW �� ^` i 1-4 MJ 22.5' ELBOW i 1 N:725983.01, E2435512.93 N 725967.32 E:2435688 52� i Q Q DV 15 LF 4" PVC - 0 p Q -- z V 15 W � 175 LF J PI PI 4' PVC PI _ _ I W G I � -• �_ 50 LF 4" PVC ; - � I � � � O ILu SIS SIS SIS PI 1-4" FLG TEE z 1 105 LF 4" PVC TEE GV 105 LF 4' PVC E EVATION: 2 28.090 39 GATE A53E ..,� I W Ln - SIS ��--- SIS 1-4 FLG TEE SLV ELEVATION: 2528.090 :I ., N 2-4" FLG X MJ GATE VALVE W ✓ 1 2 3 ELEVATION: 2527.749 O 14 :2N:725969.06, E2435513.53 I N d �3 1 4" MJ 22.5' ELBOW E22 N:725950.04, E:2435732.73 I 4; W _ r >• q 1 1 ,'� SIS - 1 s I k' W.m w w LADLE RAPIDS ST. H -(' w -r•_w w w w w� �- 13 x y _ N - M - � `R -ss Is s e s s �s 275 LF 4" PVC ` �. .. 10 ol E22 1-4" MJ 22.5 ELBOW O 12 1 N:725698.70, E:2435344.63 $l$ 1, 3 4 O 6 0 130 LF 4" PVC 220 LF 4" PVC a 70 LF 4" PVC SIS 55 LF 4" PVC 220 LF 4" PVC -I z SIS SIS 11 Id _ Id _ _ SIS SIS O - _ 1-4" MJ 90' ELBOW E90 E N G I N E E R I N G U Id Id Id I Id x _ ELEVATION: 2528.750 5725 NORTH DISCOVERY WAY a -� N:725671.9676, E:2435836.00 BOISE,IDAHO 83713 3 E22 1-4" MJ 22.5' ELBOW E11 1-4" MJ 1 1.25' ELBOW - - --E11 " PHONE(208)639-6939 N:725686.92, E:2435317.89 N:725688.80, E:2435564.89 1-4" MJ 11.25' ELBOW kmengllp.com N:725674.15, E:2435616.56 . N .. DESIGN BY: MSD,IRW DRAWN BY: JRW O CHECKED BY: MSD U DATE: 9-22-22 PRESSURE IRRIGATION IMPROVEMENT PLANS PROJECT: 21-221 0 SHEET NO. LL O 60 120 180 Plan Scale:1"=60' C7.1 a z