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Home My WebLink About20241101ASP to Staff 8 - Attachment ACM Phase 4.1.pdf ASPEN REEK MEADOWS - PHASE 4. 1 FISH HAVEN, IDAHO a 2� LL'GL'NI� PROPOSED EXISTING 13 ICMEADOWS 62 ' 14 HASE7 i SANITARY SEWER MANHOLE . o 17 ��31 BR w 31 L,_, VICINITY r�1AP SANITARY CLEANOUT • o 15 19 ��_ SANITARY SEWER STORM MANHOLE OO O 16 30�01>5� 51 A 80 `✓ Q9' r 32 OPEN SPACE 79 STORM SEWER --- s� 78 ` COMBINATION CURB INLET - 50 53 Q� \ 77 76 r CURB INLET ■ ❑ 20 Q� \ 33 ��2�' / E7'h9/gM�0q FIELD INLET AREA GRAIN ® ❑ 21-- r 28 � � 54 % 57 � WATERMAIN& VALVE �� /� 34 48 pQ 58 \71 WATER METER&SERVICE r 22 i 27 36 35 ` 55 i W 70�r O 72 O WATERLINEBL0WOFF u -- FIRE HYDRANT -- 37 2 �47 N Q 59 73 88 / CONCRETE CURB ---------- 23 26 ��i w ror 56 i CQ�,_ 69 �rO 89 1^ POWER POLE + o \\-1, 38 /9 60 ~\ -�1�� 74 of BENCH MARK 0 0 24 39 4" ��__ _,` / 68 _ 90 87 �l 25 \ y ca 46 GEVT(-N__� 75 �Q 40 ~ 41 v 61 62 E HOgp 86 w V ._ 43 m 45 63 64 65 85 ENGINEER'S CERTIFICATE � W O"ER /,0FVL'L0P'R 44 66 64 w 67 Ld certify that l have examined and reviewed these plans and find a BART McKINNON that they are in accordance with the information on file at the U Idaho Standards for Public Works Construction office. 23 MEADOW DRIVE GL'NL'RAL NOTL'S W Date Engineer w FISH HAVEN, IDAHO Q All transportation and site work shall be done in accordance with the 2005 edition of the Idaho Standards for Public Works Construction (must be available onsite at oil times during construction), except as noted below. if the Standards of Bear Lake County and/or Fish = 435-757-2209 Haven Area Recreational Sewer District (FHARSD), APWA, or details contained in these plans confilct, the more stringent standard will apply = No work is to be commenced before all appropriate permits are obtained for the specific type of work to be performed. Please consult with this office or the local jurisdiction before work begins. SIIL'�'T INI>LX All construction within the County right-of-way shall be accompanied by a traffic control plan prior to any on-site activity. This plan is to include barricade type and location, as well as likely hours of operation. NGINEER All water and sanitary facilities and the installation thereof,, shall follow the 2005 edition of the Standard Specifications of the Idaho Standards for Public Works, with approved, contracted inspection during construction. Please refer to 2005 edition of the Idaho Standards for o�P Public Works Construction Standards for additional notes. N ' wi o 1. COVER SHEET The Contractor shall maintain a minimum 10'horizontal and 18"vertical separation between all existing and proposed water and sewer lines. oy�. : 2. OVERALL UTILITY PLAN 6�ESN3� 3 PLAN AND PROFILE All pipe bedding and backfill material shall meet the applicable specifications in the 2005 edition of the Idaho Standards for Public Works Construction Standards. Before any native material is used, test results may be supplied to the approved, contracted inspector upon GENTLE BEN ROAD(0,100 - 12+50) request indicating that the material meets the specifications. 4. SANITARY SEWER DETAILS 5. WATER SYSTEM DETAILS All sanitary sewer lines shall be P.V.C. pipe (A.STM. D-3034 SDI?35) with flexible pipe bedding. l(required, the final As-built"plan shall indicate which type of pipe material was installed. All gravity sewer mainlines shall be subjected to and pass a low-pressure air test 6. WATER SYSTEM DETAILS and a 95%sized mandrel All sanitary sewer laterals shall be P.V.C., 4"diameter, and installed to 10'behind the property line by the Contractor at the time the main lines ore installed. The Contractor shall mark the end of each lateral with wire and a 2 x4"board marked with the lateral depth. b m All catch basins, inlets and other places where wastes could be dumped into the storm sewer system shall be stenciled as follows: v co w 'Please protect - drains to stream" z — �� z � ;M1 z w The Contractor shall provide 6"minimum vertical and 3'minimum horizontal clearance (outside surfaces)between storm drain pipes and other utility pipes and conduits, excepting the culinary water mains. The State of Idaho considers stormwoter to be non potable, therefore ¢ co the clearance between water piping and stormwoter piping are the some as water piping and sewer piping. For crossing of sanitary sewer lines, the Idaho Department of Environmental Duality criteria apply. a z w 0 0 Storm lines 15"and less in diameter shall be constructed of nonreinforced concrete pipe, C14-3, helical corrugated steel or aluminum pipe, 16 gauge minimum, or corrugated polyethylene pipe (N-12), AASHrO M294. Storm mains 18"and larger in diameter shall be 'b z j constructed of reinforced concrete pipe, C76-11, spiral rib steel or aluminum pipe, 14 gauge minimum, or corrugated polyethylene pipe (N-12), AASHTO M294. Perforated storm mains shall be constructed with o minimum of one square inch of perforations per one inch o diameter per lineal foot of pipe. � a � The underground utilities shown on this plan were oil that had been constructed at the time these plans were completed. Additional underground construction may have occured before construction of this project was started. The Contractor, prior to commencing any z O excavation, shall provide notice of the scheduled excavation to all owners of underground facilities by calling 'Dig Line"or similar one-call locating service. The notice shall be given to the owners of the facilities not less than two business days or more than ten business m days before excavation. w m v w eb z w In the event that there is a descrepency in these plans and the actual field locations of existing utilities, the Contractor shall notify this office prior to performing the proposed connection or crossing. cs 3 z o The Contractor is responsible for all on-site erosion control Every precaution should be taken to minimize the possibility of tracking mud and debris into the County roadway. This may require, but not be limited to, grave/construction entrances at County streets, w v wheel-wash areas, and properly placed silt fences, hay bales, and sediment traps. w x It is the responsibility of the Contractor to perform all clean-up of the site and general area at the time the improvements are deemed complete. c) o N All materials and workmanship testing requirements shall follow specific guidelines contained in the 2005 edition of the ISPWC or specific project testing as detailed in these plans. Contractor shall notify FHARSD 48 hours prior to inspection of completed work as they request to be present during any material and workmanship testing of all sewer lines. The FHARSD shall be present during the preconstruction meeting, the substantial completion inspection and the final completion inspection. � ,/i ' �,,` �/ / � \ \ COUMRYBEARCIRCLE s COMM�E�RCIAL 12 00' 2 , I o.ek ASPEN 13 I / CREEKME40OWSPHASE i 14 I 81 17 1 /�sJ / s so v OPENSPACE aLU 71. 76 ILI / Z zf 26 I-� \` E..sm, 11/i /l➢ 34 ' \\��a�� \_ l� Il \-_ � ,_�` ��j I / (n LL r I //!/ �/ / ate. a�. �� Ili}� ' a.k IrJ ✓ ,', \ �_ / // an \ /�// �NGINEEq 2' 47 WEL au ass Il�Irill I\_-\ I�u +ijli � 89 23 lIl�7l \--\ Vile /l - I I 4 "m 11 Z v Z y o 24 ,/,'/ / ;�/�� a k I�liB i� l� �_ i � \- i� a / r ' �I z a ilk a z o Install n- sec6'on of C-900 water main Con�truct road and _ temp cul-de-sac / r Z 0 o>s, v '' � � ;�� sf i'� / I u '45 o a � / AWN eFy Z c n k FqA� CD cc / a66 arc.e r.m n� V Z W In W Z n Ex.8"San.L=110' .a II fx. Son MH#9 I Ex.Son MH 6 Ex. Son MH%8 Ex.8"San L=286' Ex.Son MH 7 13+48.74-f.P. Ex 8'Sao L=172' t — fx.8"Son.L=300 I '1 I' Ex 8"San.L 338' G 6332.99 Future road \ I / improvements sa— sP s —sP sP sA sA —sa— sa sa sA— _s —A SP SA SA A �S ———3+00 4+00 u 5+ 6+00 8+00 9+� l0 - GENTLE BEN R0- I W W _ W T — —— water to nnectTe.'R b.0 9 - =241 00 8'C 900 L Ex. Tee w/valves fx 8 C-900 water Ex.fire hydrant 13+J8.80-EP. Install temp cul-de-sac. Ex water meter(typ.) New water meter t FG 63J3J2 Ex. 6"water(well line) Ex. Tee w valves (Yp�) I R=50;hard surface. Ex.8"C-900 water Ex.Fire hydrant / I 1 1 I I fx. 4"sewer lateral(typ.) I Install new blowoff(temp) I � I 1 46 y / s / 67 75 50.75 Ac. 062Ac. 075 Ac' 0.75 0.775Ac. 075Ac. 0.78 Ac. o < 11 45 0.75AcLi . - - 1 - - - - � - - - - � - - - - � - - - - � - - - - � - - - - � SCALE 1" = 50' E 0 R/W R/W LLI 60' co Z Q 30, 30' < t�-' I 10' 18' 24' 18' 10' Q v P.U.E. P.U.E. J R;m W o 4' 4' 2' 10' 10' 2' 4' 4' d Shldr Sh/dr 10' 8' Ditch 8' Ditch 10 Z Ld o � � Q LL ,�l�iJrl/ i 2 lll=///— 6"Crushed gravel 6'150 E m 14"Pit �5gp E Cora acted sub rode I.E. 6149.30 a, E � \ o a 8" (NW,)VESW) e SOp !2as NO SCALE /SN3� I.E. 6149.10 S_pa W @�� 8"C-900 wa �� K 2 00.00,vo a [� A0 � j4�fig o PH SiA=74+73 [� A U _---.-- --- —...� m - PH LEV=6131.56 14 6'140 \ _ LE 6140W) 8" ut(SE) g �0257t �\\ .z z v zis z o W _� Ur/d fe par° ¢ N New 8 �— of no le w7h o s/ape 3:1 Vax daylight sloe v a z o l.E.6133.54 C`9p0 water V 9r than g pq ¢ n 6130 8"In(NW) =v Ex 8,• 6130 z 0 l.. 1 4 �m T�I7x ¢ J m 8" ut(SE) `38•S'0 28 ft ff � \ , Z rn w r m 111 N F.r a Fy Z ik N LE. 6 24.17 B' 3ti sow µgm cc 8"l (NW) ,b l 6120 G NTLE BEN ROAD f. 6 2397 g;" o S 0120 W Z Os J W a W ;m4 W �Jj v o 0 3-,00 4 00 5 00 6 00 7 00 8 00 9 00 10 00 1> 00 12 00 13 00 14 00 15 00 � I, Y`eI , N) 77_ "Ir CAAR0GZ L •a_-� EOCrNc o AR-E G I `., #Y�S rRc A ORE I/"_I'D R- _ SJ ,vat1 AS OR-- DD TRAVELED UNIMPROVED HARD SURFACE ROADWAY SHOULDER STREET (CONCRETE) PSGpc� NOTES: �nn SEE STD (RIGID PIPE) OR 12 .2 TZP:AGEI To GRY D A�I°r-llll 111— _E 'G 2 12 G X'�!,D CE'AGG"UB`A CRI-11" 'AGGRUGIT�. ALL IAIAM l IXT \PSG FOR \PSG FOR GRRGAAR =4 lV6'l= D" To �Er SEE SEE W DD'D IT�1;r All IF1111AIRN 11 A TAC17'lUA'A'lFI G__'GN"_ IRG IA o 6. 1—All GWJ IN GG-1 RALED < A=R1"l D 1 MAIN OR SECONDARY COLLECTOR OR LOCAL ST. cr) ARTERIAL OIL GRAVEL _j OIL GRAVEL OR ASPHALT OR ASPHALT CONCRETE SURFACE CONCRETE SURFACE Ld STANDARD PLAN FOR ANCHOR WALLS PIPE BEDDING DETAILS (RIGID PIPE) TYPICAL TRENCH SECTIONS BACKFILL BEDDING & SURFACING SERVICE LATERAL CONNECTIONS w uj 5- 1. 7 S- 7.3 S- 1.5 N X LANE INTERNATIONAL CORPORATION < POLYPROPYLENE MANHOLE SAFETY STEP P-14850 WITH REFLECTORS. 718- cr) Ld ArmIAYDR( RLAN S-22) - NOTES: > < o ALL STEPS MUST MEET ASTIV C-478 NOTES. AND AASHTO M-199 SPECIFICATIONS, c POLYPROPYLENE ASTM D-4104, THE c 712-GRADE 60 DEFORMED REINFORCING o U) + � AND CONES SHALL CONFORM UH LL To AS�C-478 WITH CAST BAR ASTM-A--615. PLAN I I IN STEP& cc 14' 13, c c 2. IN AREAS INSTALLATION METHOD MUST RESIST c F`100D,E SIrl%Rl ED I MASTIC FINISH IURFA OF JOINT WITH FOR )c WATER T? TGROUT(TYPICAL CEI 1,500 LB HORIZONTAL PULL OUT FORCE 'c ALL JOINTS) STRIKE EVEN WITH WALL. '/A- No- __j OVER UNDISTURBED GROUND R AND 500 LB VERTICAL LOAD. 'I;ZDDRTZnER0kPACF :k STANDARD A. PLAN 1UNSIZIG 3. BASE CONCRETE SHALL BE 'Al 3101 111,2-4 11 11-P, J/4X 114 OIIAL-�\ FL W LINES AND INSIDE 5UR- FACES SHALL BE TR .E REFLECTOR (TYP. 2) KEYLOCK 1I GA- OF POUR MANHOLE BASE A— 12 ND MAY BE MONOLITHICALLY CAII OT SEWER A—CHANNELS RAR-CH'L-L—N 5TC S [� R I Rows) CONFORM ACCURATELY TO SEWER CLEAN A RLIELA cRAOE sTIL BETCUES ID MANHOLE WALL oW ELEVATION OF SPRINGLINE OF PIPE A-PLACEG-1 5 GASKET !� T C411-PIACE o END TO END MAY BE FLEXIBLE CONNECTOR AA J� STMUTED WITH SPECIFIC IN MANHOLE APPROVAL OF THE 112"GRADE 60 STEEL SECTION A-A CAST IN PLACE BASE Kb-d AG. REINFORCING BAR SEWER CORRECT MASTIC JOINTS SHALL BE COIDINTUE PIPE 50 AS TO BE WATERTIGHT LOCKING TONGUE& GROOVE PLACEMENT SEA ALL MANHOLE JOINTS AND,FRAME WITH INE-SHIELD CONSTRUCT z CHANNEL IN MANHOLE z w SYSTEM OR EQUAL z < DEPTH FROM I TO SHELF '7-7 PIPE CLAMP DO., SHALLHAVE A TOP SLAB IN a- Z o Ull BE 1011 .c TESTING OF MANHOLES NOTES. LARTM WILL BE REQUIRED GASKET 1. SEAL THE MANHOLE JOINTS AND z 9. _... ....._jjREo t �3A THE MANHOLE FRAME WITH < IN EASEMENTS OR AT MD INFI-SHIELD"SEAL WRAP" CF THE I'll OF THE NO TES: EXTERNAL L SYSTEM. _`=7 12' 1* CONNECTIONS TO MANHOLE SHALL BE MADE WITH AN PE RUBBER BOOT, KOR-N-SEAL OR 2. GROUT FOR SEA ING JOINTS RUBBER JOINT SHALL BE FIVE STAR.SIKA 212, z APPROVED EXPANSION TYP E -UP TO WATERTIGHT SEALTITE FLEX JOINT REQUIRED), FOR ALL PIPES 18- FUCO N-5, OR APPROVED LARGER PIPES WILL BE HANDLED ON A CASE-BY-CASE BASIS MANHOLE JOINTS GNRo0NU_T`HWRILlNKNG0RTGBET ACCTEAPTDEADRD Lu SEE DETAIL TO 2.CORE NEAT HOLE IN MANHOLE AND INSTALL BOOT AS REQUIRED LEFT FOR STEP PER MANUFACTURER'S SPECIFICATIONS V z REINFORCING BAR ELEVATION J.STUB-OUTS INSTALLED FOR FUTURE EXTENSIONS ARE TO BE z PLUGGED AT BOTH ENDS. w :� 0 MANHOLE STEP DETAILS MANHOLE CONNECTION DETAILS MANHOLE _/0/NT DETAILS > STANDARD PRECAST MANHOLE STANDARD MANHOLE FRAMES & COVERS V S-2.3 5-2.4 S-2.9 S-2. 1 S-2.2 � N � STANDARD COMPOUND METER INSTALLATION STANDARD WATER SERVICE — 3/4" STANDARD WATER SERVICE — 1 1/2" & 2" N.T.S. .COMPRESSION X M.I.P.T. N.T.S. N.T.S. N a'• GATE VALVE W/2' rOI_IPI_INGS TROTH SIDES OF VALVE) ONE PIECE CONCRETE METER BOX WSTALL MFTFR ROX , OPERATING NUT (MUELLER CAT. NO. H15428 10' BEHIND PROPERTY LINE & VALVE BOX BR HINGED READER LID. i OR APPRVD. EQUAL) METER BOX & LID, 3 PIECE RAII ANGIF METER VALVE -a BROOKS 37-H4, 7" 9O°COMPRESSION FI_R0 9O'OOMPRFSSION FI_ROW CHRISTY, OR W/DROP IN C.I. RFADFR (BOTH SIDES) 2••TYPE K FINISHED STREET GRADE (MUELLER CAT. N0. H-15526 (MUELLER CAT. N0. H-15526 PACIFIC WATER WORKS �+ � LID. 8"TOP SECTION, 10" COPPER OR APPRVD. EQUAL) OR APPRVD. EQUAL) BOTTOM SECTION INSTALL METER BOX /�\/�\/// - / BROOKS 65 4" BEHIND CURB OR VALVES ARE TO BE FLG x MJ W/MECH. JNT. SIDEWALK RESTRAINT ON M.J. SIDE & 2" op. NUT BUTTERFLY OR GATE 6" FINISHED STREET VALVE AS DETERMINED z 18_22" MIn o� RY SI7F OF SERVICE 2 10 °0 CURB GRADE FLOW 16"MINN... W/VALVE BOX Max ooc �/. \/ ❑ O I\IV 01 l III �❑ opO ,.o �• 1�.. e o 5 8 6"MIN. 16" MIN. _ 6" MIN. FILL MATERIAL MAY °15' 1" SEAMLESS TYPE K METER y DUCTILE I DUCTILE w BE USED IN METER SOFT ANNEALED COPPER 30" MIN. IRON BOX ZONE TO OPTION IRON CITY SUPPLIED CENTER LID a PREVENT SETTLING REDUCING TEE OVER DIALS 3 AND INFILL. o BNOSFITrmcsEs NEPTUNE STRAINER REQ'D. REDUCING COMPANION PROPERTY OR FOR TRU/FLO METERS FLANGE W/COMPRESSION X CONCRETE DUAL PURPOSE NUT EASEMENT LINE M.I.P.T. COUPLING BLOCKING (TYPICAL EACH SIDE) O�WA 5' TO 60' OPTION2 SPRING ASSISTED (MUELLER CAT. NO. H-15428 t DAMOND PLATES OR APPRVD. EQUAL) METER SETTER - 1" COPPER METER SETTER TO BE 2"COPPER TUBING 0 - 10' TUBING SIZE W/LOCKING WING CENTERED WITHIN INSTALL 15" METER YOKE TYPE KW/LOCKING LATCHANGLE STOP, COMPRESSION INLET X METER BOX TER MAIN 12" PVC (MUELLER CAT. NO. B2422-2 DUAL PURPOSE F.I.P.T. OUTLET, 15" HIGH, NIPPLE ITEM #660-999 OR APPROVED �\ 1"-FORD-V7415W W/CAP EQUAL) CORPORATION STOP MUELLER-H1404 1" CORPORATION STOP, COMPRESSION AWWA INLET X I.P. WATER MAIN Q OR APPROVED EQUAL X MUELLER THREAD, CORPORATION TO METER LAYING LENGTHS: OUTLET ADD DRAIN ROCK TO 72 MIN- ( ) BE BEDDED IN SAND. 1-1 7 - 13" JONES J-45 VAULT AS NFFDFD 24"MAX. / SERVICE SADDLE TAP MUELLER (TAPERED) THREADS W/ 2•• = 17• DOUBLE STRAP, FOR 4' MAX. DEPTH B-100 OR B-101 TAPPING MACHINE. PLUS 1/2" FOR GASKETS (ROCKWELL TYPE 313 QO - OO MINIMUM BIT SIZE IS 15/16" FOR 1" OR APPRVD. EQUAL) O SADDLE (SADDLE SMITH-BLAIR 311, OR °°�°°°a e�omee°oo�Po°o o ao°ee ec rev o° APPROVED EQUAL). CO METER BY-PASS BY-PASS DUCTILE IRON MAINS 6" & LARGER MAY NOTES: Q �+ SIZE LINE SIZE MATERIAL BE TAPPED DIRECT. W a,ovo��e °ea°° ea°^go ao�„PoOPoPo NOTES: 1. PRIOR TO INSTALLATION OF METERS, ALL SERVICE APPLICATIONS 3 2" MIN. COPPER 1"-FORD-004-44 MUST BE COMPLETED AND APPROVED, SERVICE FEES PAID IN FULL p *- Po�°° 4 2 MIN. COPPER MUELLER-H15071 *'4" MIN. DRAIN 12" MIN. DEPTH AND AS BUILTS SUBMITTED AND APPROVED. KNOCKOUT TO CK 6 4" D.I. 1. PRIOR TO INSTALLATION OF METERS, ALL SERVICE APPLICATIONS (OR APPROVED EQUAL) � W DRAIN RO 81• 6" D.I. MUST BE COMPLETED AND APPROVED, SERVICE FEES PAID IN FULL 12 AND AS BUILTS SUBMITTED AND APPROVED. REMAIN INTACT 2. CONTRACTOR SHALL CONTACT CITY CONSTRUCTION MANAGERS OFFICE 48 HRS. LIJ PRIOR TO INSTALLING ANY WATER SERVICE CONNECTIONS. I--1n co VAULT 2. CONTRACTOR SHALL CONTACT CITY CONSTRUCTION MANAGERS OFFICE 48 HRS. 3. METERS WILL NOT BE SET PRIOR TO DISINFECTION OF THE MAIN AND SERVICE, V) �'' Z UTILITY VAULT CO. R.C.P. VAULTS PRIOR TO INSTALLING ANY WATER SERVICE CONNECTIONS. AND, PRIOR TO A SUCCESSFUL BACTERIOLOGICAL TEST. #575-LA-3660P #76632 NOTE: 3. METERS WILL NOT BE SET PRIOR TO DISINFECTION OF THE MAIN AND SERVICE, #676-WA-3660P W/#57-TL-B LID 4. WATER SERVICES SHALL BE PRESSURE TESTED ALONG WITH THE MAIN. AND, PRIOR TO A SUCCESSFUL BACTERIOLOGICAL TEST. H TEN PIPE DIAMETERS OF STRAIGHT PIPE REQ'D.IN&OUT OF METER. 5 DURING THE PRESSURE TEST THE MAIN SHALL BE OPEN TO INSPECTION AT ALL CORPORATIONS < W (IE:USING 6"PIPE,NO BENDS ALLOWED WITHIN 5'OF THE METER IN VAULTS SHALL BE SIZED TO ALLOW 4. WATER SERVICES SHALL BE PRESSURE TESTED ALONG WITH THE MAIN. . , . 4 EITHER DIRECTION(6"x 10=60"or 5')) FOR MIN. CLEARANCES. Ld ; 5. DURING THE PRESSURE TEST, THE MAIN SHALL BE OPEN TO INSPECTION AT ALL CORPORATIONS. �"� *DRAIN KNOCKOUT TO REMAIN INTACT Q" _ FOR FUTURE USE IF VAULT EXPERIENCES FLOODING. STANDARD FIRE HYDRANT ASSEMBLY N.T.S. !n L� FIRF HYDRANTS SHALL RF SHOP PAINTFO PRIOR TO INSTALLATION WITH SAFETY YELLOW (RODDA NO. QD813) HIGH GLOSS EQUIPMENT ENAMEL. 3' MIN. �NGINE:ER CLEAR 3 PORT F.H.'S W/ 5 1/4" MAIN VALVE , OPENING. STEAMER PORT SHALL BE EQUIPPED • ,n COMBINATION AIR RELEASE VALVE FOR sTL. RING STANDARD VALVE BOX AND COVER No. 921 —C RADIUS WITH AN APPROVED QUICK CONNECT FOR COVER AROUND COUPLING STORZ ADAPTER), PORT TO FACE STREET N'• ' N.T.S. BEARING N.T.S. HYDRANT ( ) 1"VENT PIPE 1/4" PLASTIC COATED 1" M.I.P. X SOLDER 2-BRASS 90' ELBOWS1--AIRCRAFT BRASS FITTING WITH W/NIPPLE OR STREET RAISED LETTER CABLE o SOLDERED SCREEN ON ELBOWS - LID AND 1/4" X 4'• 7 MAX, 'ItICTANrE Tn BE 2a"MIN. -VALVE BOX 6�ISN30�. SOLDER SOCKET END AS SHOWN ON PLANS ROD STOCK FINISHED 2 MIN. 'OR 30" MAX BEHIND &STAKED IN FIELD - TO RF CAST INTEGRALLY - GRADE � CURB OR SIDEWALK CURB FACE 1"X24"BRASS NIPPLEV - (NOT WELDED) �n CONCRETE OR ASPHALT PAD J� BREAK FLANGE FINISHED GRADE NO.A IRON WORKS COVER FOR VALVE BOXES NOT SET ?/ /� N0.A2974 OR APPRVD. EQUAL IN PAVED AREAS. iM.J. SHOE r W/4 1/2"VENT HOLES ON ° CHANNEL DEPTH (24" SQUARE, 4" THICK) VALVE BOX CIRCLE 7 3 4" 3/4" TO 1" DEEP W/O LID 2"NIPPLE 1 l/4" CONCRETE THRUST CONCRETE THRUST 24" BLOCK (SEE NOTE) GROUT IN PIPE A 2'X1"REDUCER BLOCK (SEE NOTE) y 1"BRASS 90' ELBOW NOTES: (M D.I. PIPE 1•COMPRESSION X� SLOPE OR STREET ELBOW (MIN.) FI.RT.—HPIWG SLOPE 1"I.P.T. X COMPRESSION 6 1/2' 1%MIN. EXTENSIONS SHALL BE �� 0 C7 (MUELLER AT. H-15451 FITTING 24• T&G 6"ASTM D 3034 PVC PIPE y\ O O - Z v OR APPRVD EQUAL) ,.� s j 2 BRAS$90' ELBOWS GONG. PIPE �' !`.QMPINATIr1N AIR RPI PA$P V,A,I-VP (ONE PIECE) j e Z a W NIPPLE MANHOLE (4) 1" (ARCO NO 145 C OR APPRVD. EQUAL) 1a % 000 /O�Olown, � N / WEEP /\ O o°OQ O \�\�\� \\\\\\n ,\�\\/.� O \\i\ AwJ* N 6'• HOLES 2••x 4 BRASS NIPPLE - % OoO�o Op O°(% /�/ �J - (TYR.) 1-COMPRESSION 24 / o 00000 o0o ooO°o.r1 Q a z c 2"GATE VALVE °p0 Oo0O0o 4" 90' ELBOWS �'ooPoo o 8p000�i° (MUELLER CAT. oo° o°oo O Z O n 0�82"DRAIN ROCK NO. 15526 \� \�\\\�\\\�\\\j�\j\// L M.J.x SIDE FLANGE TEE e J m g OR BRASS FITTINGS - 6" M.J.x FL. RESILIENT y �T „ Q p 04 of ° ) 12 PLASTIC OR TAR PAPER SEAT GATE VALVE �) ° 4 AND NIPPLES 2" PE K ;o -'_18$° o°J' ° o ° 9 1 2" ro DRAIN ROCK - 1-1/2"-0", ocp �Qbo bb COPPER TUBING I�� \ % 1/2 C.Y. MIN. Z °w°o oro`pO oo°oo °°S °oe8° S° g" ,n ., a z o �° CONCRETE BASE 1 6" -6•• �- SLOPE 1%MIN. �—}a 2"X 24' ,� 2"MUELLER CORP STOP / " ' „_ " NOTE., W N BRASS NIPPLE 2 x 24 (H-tooas OR EQUAL) IN LIEU OF CONCRETE THRUST BLOCK �� ¢ BRASS NIPPLE 2"BRASS 2"TAPPIt) ALLOWABLE JOINT RESTRAINT SYSTEMS w 2"I.P.T. X SADDLE 90' ELBOW COMPRESSION FITTING = (SEE STANDARD NOTE ON SHT.2) W Z ^ MAYBE USED FOR INSTALLATIONS OF w a 6 3/4" NOT MORE THAN 18'(ONE PIPE LENGTH). u 7 1 2" U U o � N � STANDARD BLOWOFF ASSEMBLY N.T.S. SOIL BEARING=2000 LB/ STANDARD THRUST BLOCK EXIST'G. GROUND STANDARD MANUAL AIR RELEASE VALVE N.T.S. NOTES: N.T.S. 3'MAX _ our z� o ?oo o EXIST'G. GROUND �3'-O" MAX. ? m� 1. All blocking shall be poured against firm N /��Z�y� a a undisturbed soil. $ �' 6" MIN. 2"COMPRESSION X M.I.PT. ti�r�i iL r/YZy r'1�7i TEE s,3 'nx O.n6 2. When pouring against plugs and blind flanges, 12" MAX. COUPLING (MUELLER CAT. 6" MIN. 4„ 90° 3.2 1.4 1.06 see special provisions. N0. H-15428 OR APPRVD. 12" MAX. 45° ° 1.7 0.5 0.73 3. Layout to be approved by the inspector prior GALV. OR BRASS VALVE- 22 EQUAL ° 0.9 0.2 o.as to and after concrete our. COUPLING W/2'• VALVE ) OPTION2 GALV. OR BRASS �� BOX n- - - - P BOX TEE a.7 2.4 1.24 4. All concrete blocking shall be poured in place BRASS BLUG BRASS NIPPLES COUPLING W/2" r(TYP.) (TYP) 6„ 9o: 6.6 4.0 1.53 without direct contact to the pipe or fittings. HAND TIGHT ONLY AND FITTINGS BRASS PLUG 2" GATE VALE as s.e 1 a 1.05 HAND TIGHT ONLY 22-1/20 1.a o.S o.ss Protective material 151b felt or as required by 2"GALV. PIPE - 0.9 0.2 0.39 the City shall be placed between the concrete OR BRASS NIPPLE 2"GALV. PIPE an° 11144 8.0 ap 2:00 and pipe or fitting. + OR BRASS NIPPLE 2 TYPE K ANDS NIPPILES S 8 ttol/4° Ls 1.3 08; 6. min cha t5. Concrete for all shall have a 28-day NO. H-15526 OR 2 GALV. PIPE COPPER TUBING WATER MAIN N0. H-15526 OR OR 2" X 18"OR COPPER TUBING 2"CORPORATION 1O 90 ° 19.3 6.7 ?.69 Location specific r required re 2for ph blocking compressivein.b strength .51 2" 90' COMPRESSION � OPT/ON1 2"90' COMPRESSIONapplicable to vertival bends. ELBOW (MUELLER CAT. OR 2" X 18" OR 2' TYPE K ELBOW (MUELLER CAT. 2' GALV. PIPE 90° n.1 1s7 zas Location s ecific design is required for such 24" BRASS NIPPLE OR BRASS NIPPLES _ 24 t.os APPRVD. EQUAL) APPRVD. EQUAL) 24" BRASS NIPPLE STOP z.a os3 .o AND FITTINGS 2"TAPPING SADDLE TEE 17.1 167 2.37 /� CONCRETE .y 2" GATE VALVE 2" CORPORATION ao° 214.21 za.o 2.93 BLOCKING NOTE: STOP DOUBLE STRAP, 2" COMPRESSION X M.I.P.T. 12" .3+ 1t.0 zo1 PIPE BLOWOFFS SHALL BE INSTALLED (ROCKWELL TYPE 313 COUPLING (MUELLER CAT. 2"TAPPING SADDLE -+- 22-1/20 6� 12 1.21 201 1'FROM THE END OF A MAIN. OR APPRVD. EQUAL NO. H-15428 OR APPRVD. DOUBLE STRAP, WATER MAIN n-+ a 3.4 1.5 0.74 TEE 23.8 27.3 2.73 - EQUAL). (ROCKWELL TYPE 313 9a° 3.3.6 46.0 3.37 OR APPRVD. EQUAL) 16" as° 1a.2 19.3 22s 9.3 6.7 1.42 BEARING AREA �+ 11-1 4° 4.7 2.4 0.80 TEE 29.9 38.5 3.05 FrostA,+ 12" f%sl%n99-nd WATERLINE CROSSING N.T.S. 181, <5= 229 258 2.57 STANDARD WATER PIPE BEDDING & BACKFILL 22-+/2° ".' 9.4 Megaluq or equiv 11- 5.9 A 10 TEE ° 52.3 59.1 4.03 UNDISTURBED obsrrvetion tyP' TRENCH DETAIL Nis goo 74.0 149.8 5.00 EARTH Alternate Sery Le 24" 45° 40aa "7 .3.55 O O mow FOR THIS ZONE OF THE TRENCH SECTION, 2z-t/z° 20.4 277 1.11 LENGTH = SEE F WAY ---- -- - -- ---- o c'� .. GRADE,AI D DEPTH OREQU REMENTIS,FOR MATERIAL 6TRENCHL 11-1/4° .1. 0.3 7.7 1.18 Q }f PIPE & CASING DETAIL Service Dne RESTORATION OF ASPHALT CONCRETE, LAWN abshuction B Blass fitt/nq " z & LANDSCAPE, OR GRAVEL SURFACES. �pN INSTALL FLEXIBLE END SEAL ° ON EACH END OF CASING PIPE. O ALTERNATE 1 _ 04 TRENCH BACKFILL (*PSI MODEL "W"OR [n a MECHANICALLY APPROVED EQUAL. J TT hit k Centeree� `D COMPACTED 95% IN ) Q 1�` LIFTS NOT EXCEEDING 6". r fxrs o BANK RUN GRAVEL W o SHALL U IN FILL ANNULAR SPACE BETWEEN Ed TABLE OF DIMENSIONS a PIPE ACCORDANCE WITH CASING PIPE & CARRIER PIPE (***)RESTRAINED MECHANICAL A.P.W.A. SPECIFICATION WITH SLURRY OR BLOWN IN SAND. W abstmction OBSJRUCIION a JOINT D.I. CARRIER PIPE DIM (7-10.2) sEw18 MNN OTHER a (**)SEE PLANS FOR CASIco NG SIZEV-1PPl EEL CASING (~/1 W W ---- ---- A l8" 1' PIPE BEDDING IN �I Q-- --\\ A 139 GRADE B e o- 6 ACCORDANCE WITH AND MINIMUM WALL THICKNESS [� D FULL PIPE LENC7H O.D.=+71 '-0" PIPE O.D. '-0" A.P.W.A. SPECIFICATION (***)SEE PLANS FOR CARRIER PIPEWALL THICKNESS(**)7-10.3(9)) SIZE AND CLASS RATINGTEEL CASING SPACER ALTERNATE 2 CPG-2 OR APPROVED EQUAL)*Pi eline Seal and Insulator Inc.p JOINT OF PIPE, EQUALLY SPACED STANDARD NOTES VALVES: with no pressure drop prior to making the tap. ground bury mark. The contractor shall fill all open trenches at the completion of each day's work. Z Resilient-seated or wedge gate valves may be used for valve installations of 8 Tapping sleeves furnished for size on size taps,12 inch and smaller,on gray or All hydrants shall be constructed with mechanical joint connections and Open trenches over night shall not be allowed.Trenches filled but not GENERAL: inch and smaller. ductile iron pipe shall be JCM 432,JCM 412,Smith-Blair 662 or approved equal provisions shall be made to automatically drain the barrel in order to protect the compacted shall be re-excavated the following working day and compacted Q Materials and construction methods shall be in conformance with the ISPWC Resilient-seated or wedge gate valves shall be used on all Fire Hydrant and Fire mechanical joint. unit from freezing.The barrel shall be a minimum seven(7)inches I.D.and of according to these specifications. _ STANDARD SPECIFICATIONS and IDAHO RULES FOR PUBLIC Protection Service. Tapping sleeves furnished for reduced outlet taps,12 inch and smaller,on gray such length as to be suitable for installation with connections to piping. _ DRINKING WATER as prepared by Idaho State Department of Resilient-seated or wedge gate valves shall conform to AW WA C509 and shall or ductile iron pipe shall be Dresser 974 or approved equal. Minimum barrel length shall be 28-1/4".All working parts shall be removable CUTTING&PLUGGING EXISTING PIPE: !n Environmental Quality.All references to American Water Works Association be epoxy coated on the inside. Tapping sleeves famished for taps on gray or ductile pipe larger than 12 inch through the top of the hydrant without the necessity of digging. Where shown on the plans,the contractor shall cut and plug the existing main. li (AW WA)specifications shall mean their latest revision.Operation of,or Butterfly valves may be used for valve installations of 6 inch and 8 inch,except shall be epoxy coated steel with stainless steel bolts and shall be approved by the All hydrants shall have the interior and exterior prepared and coated or painted The existing main,which is to be abandoned,shall have a concrete plug poured connection to existing city water facilities shall only be performed under the for fire hydrant and fire protection installations. engineer prior to installation. per AW WA standard C502.The exterior of the barrel shall be shop painted around and in the end of the pipe to be abandoned and the part of the main observation of authorized city personnel. Butterfly valves shall be used for all valve installations of 10 inch and larger. Bolts for all cast iron tapping sleeves shall be NSS Cotten steel or Ductile iron with safety yellow(Rodda QD813 or equal).The Storz adapter shall not be which is to remain shall have a new metal plug installed on the existing pipe, ENGINEER Butterfly valves shall conform to AW WA C504 and shall be Class 150-B with only.Tapping sleeves for size on size taps on steel pipe shall not be allowed. painted. cross,or tee,or shall be connected to the new fitting or pipe with thrust ,.......... short body. Tapping sleeves furnished for reduced outlet taps on steel pipe shall be Rockwell Tie rods in lieu of thrust blocks are not approved joint restraint,and will not restraint.All valve boxes on mains which are abandoned(cut and plugged) o2P` Butterfly valves shall be required to have a minimum of 28 turns to move from 622 or approved equal.Sleeves shall be epoxy coated and supplied with stainless be allowed. shall be removed and the holes shall be patched to match finished surface. N fully open to fully closed position.The operator shall be mounted directly on steel bolts.After a tap is made,all exposed areas of the pipe and sleeve shall be w i DUCTILE IRON PIPE: the valve with no exposed or external couplings.Units shall be full asketed coated with a bitumastic coatis TRENCH EXCAVATION BEDDING AND BACKFILL: CUTTING PIPE: o'.. All water main pipe furnished shall be new ductile iron pipe conforming to the x PY g g' d z and grease packed.Valves shall be installed with the operator on the side of the Tapping sleeves furnished taps on asbestos cemenpe s ess ished for tt pipe be all stainless The existing road surface shall be cut in a neat line by saw cutting or wheel Cutting of all pipe and specifically asbestos cement pipe shall conform to the W requirements AW A Pipe sizes 12 inch and smaller shall be Class 520 ISN 3 Q\. and pipe 14 inch and largerer shall be Class 51,unless otherwise noted on the plans. Pipe nearest the road centerline.All valves shall be furnished with an steel,or as called for on the plans or as approved by the engineer. cutter prior to removal. latest rules and regulations of the Department of Labor and Industries. All pipe shall be furnished in 18 to 20 foot lengths and shall be cement lined. underground manual operator with an AW WA 2 inch square operating nut and Concrete blocking for tapping sleeves shall be the same as required for an equal a Trench backfill shall be according to the backfill section,shown on the plans Per AW WA C 104. shall open with a counterclockwise rotation.Furnish and install an operator nut size tee. and/or the utility permit. WATER SERVICES: All rubber gasket joints for ductile iron shall conform to the requirements of such that the depth from finish grade to the operator nut will not exceed All excess material not used for trench backfill shall be removed and disposed of Water services are to be installed by the contractor,and inspected by the city. AW WA Cl 11. 18 inches. TAPPING VALVES: by the contractor. Tapping valves shall have the same construction as specified for gate valves. Placement of backfill shall be brought up at substantially the same rate on both Water meters to installed by the city when the following have been satisfied: CAST IRON or DUCTILE IRON FITTINGS: VALVE BOXES: Inlet end of valve shall be flanged and outlet end shall be mechanical joint. sides of the pipe and care shall be taken so that the pipe is not floated or 1)Acceptance of newly installed mains and services by the Construction All fittings shall conform to the requirements of AW WA C 110 or C153. Valve boxes shall be cast iron or approved equal.Valve box extensions shall Tapping valves shall be supported by an 8"x8"concrete block prior to making displaced.During construction,the contractor shall stockpile the excavated Manager including: Fittings shall be of the size,type,type of iron,and type ofjoint as called for on be one piece and constructed of 6"ASTM D 3034 PVC pipe.Valve boxes not the tap. trench materials so as to do the least damage to adjacent lawns,grassed areas, a)Disinfection,flushing and testing of mains. the plans.All cast iron fittings shall have a pressure rating 250 psi minimum. set in paved areas,shall be set in a concrete or asphalt pad.(24 inches square,4 Tapping sleeves and valves shall be used only when specifically called for an gardens,shrubbery,trees,or fences,regardless of the ownership of these areas. b)Submittal and approval of record drawings w All cast iron fittings require special approval by the city's engineering division inches thick) the plans. All excavated materials shall be removed from these areas,and these surfaces 2)Payment of required hookup fees and main charges. C7 m prior to installation.All ductile iron fittings shall be cement lined. shall be left in a condition equivalent to,or better than their original condition The minimum water service size to be installed shall be 1 inch,constructed All compact fittings shall be ductile iron,cement lined,and have a pressure STANDARD FIRE HYDRANT ASSEMBLY: and free from all rocks,gravel,boulders,or other foreign material.Replace of a seamless type K soft annealed copper. '14 Z a rating of 350 psi. STANDARD AIR RELEASE VALVES: All fire hydrants shall conform to A.W.W.A.standard specifications(C-502)for topsoil areas as specified.All existing drainage ditches and culverts shall be z a All rubber gasketjoints for ductile iron and gay iron fittings shall conform to Manual and\or Combination Air Release Valves are to be furnished as called for fire hydrants. reopened and graded,and original drainage restore All damaged irrigation and ABANDONING A WATER SERVICE: (31 - - the requirements of AW WA C111. in the plans.Valves shall be of the size indicated and shall be suitable for a All fire hydrants shall be of the latest design that the manufacturer is roducin house drainage i e,drain tiles,sewer laterals,and culverts shall be repaired or If an existing meter is to be taken out of service,and the main is not being a- z o All reducers 6 inch and larger shall be restrained. P y P gpipe, P g g n working pressure of 150 ps.i. All hydrants shall be 3 port with two,two and one-half(2-1/2)inch hose nozzles replaced.All clearing,grubbing,and stripping shall be performed in advance abandoned,the service shall be abandoned by taming off the corporation stop � o Crya n All vertical elbow installations shall be engineered,and calculations submitted All Air Release Valves shall be installed at the crest of pipe runs. with national standard fire hose coupling screw thread,seven and one-half of excavation operations.All weeds,roots,trash,debris and similar objectionable at the main,followed by cutting and plugging the service just after the Z O with plans to the city's engineering division for approval. e Q Valves shall be APCO No.145C or approved equal. (7-1/2)threads per inch,and one four and one(4-1/2)inch steamer nozzle with materials shall be removed from excavation areas.All asphalt rubble,rocks,trash, corporation stop,and removing the meter set(yoke). co Bolts for buried flanged fittings shall be galvanized or zinc-cadmium plated and Storz quick connect fitting or equal. or debris shall be hauled away.Asphalt pavement shall be neatly saw-cut at coated with 2 coats of bitumastic after installation.Bolts for mechanical joints STANDARD BLOWOFF ASSEMBLY: Quick connect coupling:Aluminum alloy hydrant adapters shall be 5 inch and designated limits and shall be removed and hauled away. HYDROSTATIC TESTING: shall be NSS Cotten steel or Ductile iron only. O Standard blowoff assemblies are to be placed 1 foot from the end of a dead end secured to steamer nozzle if adapter is threaded on steamer nozzle.Each unit All sizes of pipe shall be tested hydrostatically as per the requirements of z RESTRAINED JOINT PIPE: main,when that main will not be extended.Stan Department Standard blowoff assemblies shall shall have 1/4 inch#20 thread stainless steel set screws for permanently COMPACTION OF BACKFILL: The Idaho State Dtment of Enviroomental Quality and the Idaho - rr o All Restrained Joint Pipe,as called for on the plans,and shall be either TR Flex be placed at low points in the main,as indicated in the plans,to allow for main securing adapters to hydrant.Each unit will have a blind cap with plastic coated The inspector will conduct periodic testing of backfill compaction,using a Standards for Public Works Construction. w r by US Pipe,LoK Ring by American Pipe,or approved equal. cleaning. aircraft cable attaching it to the hydrant steamer post.Facing on the adapter nuclear densometer,at intervals of his choosing.The contractor shall provide w N shall be metal and not rubber gasketing to avert sticking during freezing weather safe trench conditions at all times for testing at any depth.Compaction control DISINFECTING WATER MAINS: °b ZGo m ALLOWABLE JOINT RESTRAINT SYSTEMS: STANDARD TEMPORARY CONSTRUCTION BLOWOFF ASSEMBLY: conditions.The blind cap shall fit the adapter tight enough so that it cannot be tests to determine optimum moisture content and maximum density shall be by Disinfection and bacteriological testing of water mains shall conform to the 0 w On water main fittings and valves 12 inch in diameter and smaller mechanical Temporary construction blowoff assemblies shall be placed on the end of water removed without a spanner wrench. the following methods: requirements of AW WA C651. w _ joint restraining glands,Megalug brand or approved equal may be used in lieu of mains that will be extended,or connected to at a later date. All hydrant nozzle caps must be installed with gaskets. A.For non-granular materials-Method of test for compaction control of w e7 All hydrants shall have'O'rin seals on the operating stem,and all working arts non- aoulzr materials APWA Section 02320 PREVENTING REVERSE FLOW: J thrust blocks.The minimum working pressure rating of restrained joint systems Y g P g g P ff ( ) - U shall be 350 psi.Restraining gaskets may be used where thrust restraint is req'd. TAPPING SLEEVES: shall be of bronze and all'O'ring surfaces shall be rust-free material. B.For granular materials-Method of test for compaction of granular Pipelines that have not been disinfected may be connected to the existing > ui for push-on joint(Tyton)pipe,12 inch or smaller.Restraining gaskets shall be US Tapping sleeves shall be rated at 250 psi working pressure with ANSI B 16 Class The compression hydrant operating threads shall be lubricated and shall be materials(APWA Section 02320). distribution system with a pre-tested closed in-line valve and only at points U o Pipe Field LoK or approved equal,and installed as per manufacturer's written 125 bolt pattern. 'O'ring sealed from water moisture and foreign matter. C.Field moisture and density of backfill material shall be determined by the approved by the Engineer.The contractor shall supply documentation from y <e instructions.Tie rods as joint restraint shall not be allowed. Tapping sleeves shall be pressure tested,on the pipe,at 150 psi for 15 minutes The center of the lowest port shall be at least seventeen(17)inches from the Nuclear Moisture/Density Gauge. the valve supplier certifying that the valve has been pre-tested. 0