Loading...
HomeMy WebLinkAboutC-8.3 Detail Sheet 3 MERIDIAN CITY APPROVAL PartnersDM AA 2815 East 3300 South, Salt Lake City, UT 84109 (801) 305-4670 www.edmpartners.com 12"x 6" CONCRETE COLLAR WITH PROVIDE 1" PICK HOLE IN LID • (2) #4 REBAR HOOPS OR I FIBRILATED CONCRETE WATER MA FINISH GRADE I LID & RING 12" NHOLE SCALE: 1" = 80' f STORZ CONNECTION FIRE HYDRANT d Q• a ° °° • . N 0 40 80 160 240 Q1 VALVE BOX LID LOCATE STATION, SEE SEE SEC. 403 7 OWNER: SEE DRAWING G5 DRAWIN 24%6" CONCRETE COLLAR Dawson Ranch, LLC SIDEWALK W9 WITH C LID, LEVEL 4" OR 6" GRADE RING-­" 6865 S. Pemberle Pl. WITH CONCRETE FINISH GRADE OR 1/4" BELOW FINISH GRADE y BURY LINE Meridian, ID 83642 REFER TO DRAWING Wll::::::::,,, °: ;V CONNECT LOCATING 5 6 Contact:Jarron Langston FINISH GRADE °•I� .° °' ,� WIRE & GROUNDING °• WIRE WITH WIRE NUT Phone: (208)724-6239 a 5"-8" 1 (2) #4 REBAR HOOPS OR FIBR LATED CONCRETE LOCATING WIRE, LOCATING 3/4" TO 1" CLEAN WIRE DRAIN ROCK EXTENDS (UNROLLED, TO EXTEND GROUNDING 12" HORIZONTALLY j 2' ABOVE GROUND) WIRE X FROM EACH SIDE OF 6" VALVE FILTER CONC. BASE AND 02 CAST IRON VALVE RISER WATER NOTES: MJ x FLANGE FABRIC THRUST BLOCK AND MAGNESIUM o r-11 PIPELINE 8 1 GROUNDING I VERTICALLY TO 2" "M% 6" TEE ANODE io ABOVE HYDRANT II 3 2 9 1. This drawing is considered preliminary unless (MJ x MJ x FLANGE) DRAIN HOLE M N � I 4 affixed with a municipal approval or WITH THRUST BLOCK "' �� °° o Z „,,, s" DIA. PIPE ,•;o; •%,,,,.,s;;,; ',,, , � accompanied by a separate approval document. CONNECTOR AT LEAST 4FT ; ;,'�f . %:'°:,° ° :••; i 2. All sanitary sewer improvements shall conform with the standards and specifications of the LL City of Meridian. DRAIN w ° ° APPROX. 6" DEEP KEEP CLEAR 2 I�8q, �o�g00 °:21 3. All culinary water improvements shall conform > 80 °° ° 3/4" WASHED with the standards and specifications of the AGGREGATE City of Meridian. I° I+H I+H I +H I I+H I+H I+H I4 w LEGEND 4. All improvements in the public right of way CAST IN PLACE CONC. o PRE-CAST CONCRETE 1Q MAIN SIZE MJ CAP W/ 2" I.P. PIPE THREAD OUTLET shall conform with the standards and VALVE SUPPORT MJ CONNECTIONS w/ JOINT THRUST BLOCK 2-1/2" GRADE RING SOLID PRECAST RESTRAINTS (4 CF OF THRUST TO SUPPORT VAULT MAGNESIUM Q2 2" x 6" GALVANIZED THREADED NIPPLE specifications of the Ada County Highway CONCRETE BLOCK BLOCK REQUIRED) I GROUNDING Q3 RESILIENT WEDGE GATE VALVE District (ACHD) and the Idaho Standards For 1' X 1' X 2" THICK SOLID PRECAST CONCRETE BLOCK (SEE NOTE N0. 5) 1 ANODE ® 2" GALVANIZED - 90- THREADED ELBOW PP 1' x 1' x 2" THICK ; Public Works Construction Supplement LOCATING WIRE TO BE PROVIDE HEAVY GAUGE VALVE 2 - SOLID PRECAST STEM EXTENSION IF BURY DEPTH NOTES (ISPWC ACHD). CONCRETE BLOCKS LAID ON TOP OF PIPE 05 2" GALVANIZED PIPE NOTES 10' WITH 10 MIL 1. WHEN CONSTRUCTING A BLOW-OFF FOR TEMPORARY © 30"0 CMP OR 30"0 TRAFFIC RATED HDPE METER VAULT 5. All private improvements shall conform to Idaho 6' x 6' x 24" WIDE AND FASTENED EVERY EXCEEDS 5' WATERPROOF TAPE USE, A 18"-36' FOOT LENGTH OF WATER PIPE Standards For Public Works Construction SHALL BE INSTALLED INTO THE BELL END OF THE 07 2" THREADED FIP x ALUM. KAM-LOC QUICK COUPLING MALE (ISPWC) standards and specifications. 1. JOINT RESTRAINTS TO BE USED AT ALL TEES, FITTINGS, AND JOINTS FROM MAIN TO HYDRANT. LAST LENGTH OF MAIN. PUP JOINT SHALL BE ADAPTOR NO CAP RESTRAINED ( ) 6. Contractor to field locate and verify the . 2. ALL AUXILIARY VALVES SHALL BE LOCATED AT THE TEE ON THE WATER MAIN AS SHOWN ON THIS DETAIL. ® JOINT RESTRAINT horizontal and vertical location of all utilities 3. PLACE LOCATING WIRE TO LOCATOR STATION. TAPE TO TOP OF PIPE EVERY 10' MAX. SPACING. SEE STANDARD DRAWING G-5 2. JOINT RESTRAINTS TO BE PROVIDED ON LAST THREE REVISED JANUARY 2024 Q9 GROUNDING WIRE prior to beginning work. FOR PLAN VIEW DETAILS. STICKS OF PIPE, AND CAP. 3. REPLACE ALL 2" PARTS WITH 4" PARTS TO MAKE CITY OF MERIDIAN STANDARD DRAWING NO. 4. ALL 4 1/2" OUTLETS TO BE POINTED TOWARDS PRIMARY STREET OR ACCESS ROAD. 4" ASSEMBLY. SUPPLEMENTAL 5. ALL FIRE HYDRANTS SHALL HAVE A MINIMUM OF 5' RADIUS FROM MATURE LANDSCAPING OR OTHER FIXED VERTICAL OBJECTS, STANDARD GATE VALVE \_ SPECIFICATIONS 2" OR 4" BLOWOFF ASSEMBLY SEE DRAWING W9. TO THE IDAHO STANDARDS FOR W12 C900 WATER MAIN PUBLIC WORKS CONSTRUCTION 6. HYDRANTS WILL BE INSTALLED TO GRADE TO MANUFACTURES DESIGNATED BURY LINE ON HYDRANT. SOLID PRECAST CONCRETE BLOCK 1 X 1' X 2" THICK SURVEYOR 7. HYDRANTS SHALL NOT BE PLACED WITHIN 10 FEET OF DRAINAGE SWALES. COMPASS LAND SURVEYING PLLC 8. HYDRANTS TO BE INSTALLED LEVEL & PLUMB. j 623 11TH AVE SOUTH 9. INSTALL GROUNDING ANODE AT MINIMUM 24 INCH DEPTH. NOTES 10 FOR VALVE BOXES IN STREETS WITH A SPEED LIMIT GREATER THAN OR NAMPA, ID 83651 10. ALL FIRE HYDRANTS SHALL HAVE STORZ CONNECTION; EITHER BUILT IN OR APPROVED ADAPTOR MAY BE USED. EQUAL TO 35 MPH, USE HEAVY WEIGHT TRI-SKIRT LID (208)608-2510 CONTACT: 11. ALL FIRE HYDRANTS INSTALLED BUT NOT ACTIVATED MUST BE COVERED WITH AN APPROVED BAG. REVISED MARCH 2022 (S) RICHARD GRAY, PLS 12. LOCATE STATION MAY BE MOVED TO SIDE OF HYDRANT IF NEEDED TO MEET SPACING REQUIREMENT CITY OF MERIDIAN STANDARD DRAWING NO. REVISED JANUARY 2024 SUPPLEMENTAL SPECIFICATIONS VALVE BOX & LID DETAIL W 1 LANDSCAPE ARCHITECT CITY OF MERIDIAN STANDARD DRAWING NO. TO THE IDAHO STANDARDS FOR SUPPLEMENTAL PUBLIC WORKS CONSTRUCTION STACK ROCK GROUP SPECIFICATIONS FIRE HYDRANT DETAIL \ /� /Q TO THE IDAHO STANDARDS FOR `/ `/ (� 404 S. 8TH SIT., SUITE 154 PUBLIC WORKS CONSTRUCTION (208)716-4787 CONTACT: 12° (LA)JESSE BUSTER 1/8" CLEARANCE CAST IRON RING AND 2'-6" COVER SHALL BE FLUSH WITH SLOPE OF FINISHED GRADE. APPROVED FOR CONSTRUCTION: ao°a° a•.. ' ' These plans are valid for construction only with the --CONCRETENOTE signature of the design engineer on the line below. (SEE # ) PROVIDE 1" PICK HOLE IN LID SEE STD. DWG. W11 1 EDGE PRY 1'x12" PIPE FINISHED WATER FOR VALVE BOX AND LOCATING WIRE GRADE MANHOLE 12" X 6" CONCRETE COLLAR WITH (2) #4 REBAR HOOPS NOTES LID INSTALLATION OR FIBRILATED CONCRETE. CONNECTOR 1. PER W1 AS APPLICABLE 11 3 4" CHERNE 8" LID & RING 12" � I 2. WHEN METERING STATION IS USED FOR RECLAIMED -3/4- END-OF-PIPE FIBER JOINT PACKING Approved Date ISOLATION GRIPPER PLUG OR ° a VALVE WATER, ALL ABOVE GROUND APPURTANANCES SHALL 3/4" APPROVED EQUAL ° a. BE COLORED PURPLE, PANTONE 512, 522 OR EQUAL. d ° ° ° .a a < I a n a° a :°'a ° N CONNECTOR M ° 8" DIA. PVC GRADE RING 7 ONAL F G N F 10" 12" CONNECT LOCATING 44M16„ 14176 v WIRE & GROUNDING N 12/19/2 4 O Q WIRE WITH WIRE NUT raN 6 z Q � U 5 6 h N RING S& OVER OF� q�F N a R . LOCATING WIRE, (UNROLLED, TO EXTEND 2' ABOVE ISOMETRIC VIEW OF TAP _ PROVIDE LENGTH OF WIRE TO v GROUND) CONNECTION 3�� ALLOW LOOP AT LEAST 24" v ABOVE GROUND Keep West WATER E PIPE NE 8 1 PRESSURIZED 1 2 0 2 1 PLUG TO BE SEALED • • • N 4 9 PIPE SEWER MAIN IN SAME MANNER AS Subdivision 4 DIAMETER VARIES MAIN SEWER JOINTS. 4IJ Detail Sheet 3 e> 15' - ••-FLOW L' 6 1- I7 rQI,+ SOLID PRECAST CONCRETE - ._ ••a" _��. '-tom'' R ° - � 4' 0 4 APPROX. 6" DEEP .. • _ j\� �.\'�' 68� o / �7- \ �\j BLOCK 6" x 6" x 24' A 2 °oeeeR o� 3/4" WASHED \ /\ \ � VALVE SUPPORT 3 ° AGGREGATE y \\�/ SEE TYPICAL PLAN AT MAIN x MAIN x 8" TEE PLACE CONCRETE WIDE OR A CAST PROJECT: SOLID PRECAST 5 6" MIN. SAND �+����� ISOLATED CROSSING BELOW 5 BLOCK IS REQUIRED. DRAWN BY: CRS W CONCRETE BLOCK PRE-CAST CONCRETE LEGEND 1' X 1' X 2" THICK 2 1/2" GRADE RING LEGEND REVIEWED BY: ERB `V TO SUPPORT VAULT 10 MAIN SIZE MJ TAPPED PLUG W/ 2" IRON PIPE THREAD OUTLET 1O BALL CORPORATION STOPS (1") ® FUTURE METER INSTALLED BY MERIDIAN WATER SO REVISIONS: Q2 3' x 2" GALVANIZED THREADED NIPPLE DEPT. ISOLATION ISOLATED SECTION MAIN NOTES MAGNESIUM VALVE OF CROSSING LINE LINE GROUNDING 3 MAIN SIZE GATE VALVE (MJ) Q2 LOCATING WIRE (BLUE). FIRM UNDISTURBED EARTH 1. CLEANOUT LIDS MUST BE LABELED WITH THE WORD "SEWER". No. DATE REMARKS 9O ANODE ® 2" GALVANIZED - 90- THREADED ELBOW O SERVICE LINES' PVC VAULT; NOTCH FOR ® 3/4" METER SETTER Wlll1 LOCKABLE KEY 2. FRIBILLATED POLYPROPYLENE FIBER (ADDED PER MANUFACTURER'S 5 2" GALVANIZED PIPE to RECOMMENDATIONS) MAY BE USED IN LIEU OF #4 REBAR IN CONCRETE a: NOTES O VALVE M z TISOLATION COLLARS, v 6 30"0 CMP OR 30"0 TRAFFIC RELATED HDPE METER VAULT ® SERVICE SADDLE EPDXY COATED FACING WITH 95 VALVE 1. JOINT RESTRAINTS TO BE PROVIDED ON LAST O FLOW 3. THE MAXIMUM DISTANCE FROM A MANHOLE TO A PROPOSED CLEANOUT x STAINLESS STEEL BAND AND HARDWARE 11 COVER o THREE STICKS OF PIPE, AND VALVE. 7 2" THREADED FIP x ALUM. KAM-LOC QUICK COUPLING MALE PRESSURIZED IS 150 FEET. t 2. REPLACE ALL 2" PARTS WITH 4" PARTS TO MAKE O © COMPRESSION FlT11NG 3/4" X 1" plpE 4. NO SERVICES WILL BE CONNECTED TO THE SEWER LINE TERMINATING IN ADAPTOR (NO CAP) Q WATER MAIN 4" ASSEMBLY. ® JOINT RESTRAINT © 1" LINE REVISED DEC 2017 TYPICAL PLAN AT ISOLATED CROSSING A CLEANOUT. O9 GROUNDING WIRE x 07 FULL OPENING BALL VALVE CITY OF MERIDIAN LEAK DETECTION STANDARD DRAWING NO- 0 REVISED JANUARY 2024 DATE: SUPPLEMENTAL REVISED 2022 o SPECIFICATIONS METERING STATION W ACITY OF MERIDIAN STANDARD DRAWING NO. TO THEIDAHOSTANDARDSFOR „ „ 1 4 CITY OF MERIDIAN STANDARD DRAWING NO. December 19, 2024 SUPPLEMENTAL 2" OP 4" BLOWOFF ASSEMBLY PUBLIC WORKS CONSTRUCTION CROSSINGS SUPPLEMENTAL U SPECIFICATIONS W13 SPECIFICATIONS 7-TYPE CLEAN-OUT /`'�' TO THE IDAHO STANDARDS FOR WITH GATE VALVE TO THE IDAHO STANDARDS FOR SHEET NUMBER: PUBLIC WORKS CONSTRUCTION PUBLIC WORKS CONSTRUCTION Cr Q C � 893