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Home My WebLink AboutUtility Plan d C SITE INFORMATION SITE/UTILITY SHEET KEY NOTES: PROVIDE, INSTALL,AND/OR CONSTRUCT THE FOLLOWING PER THE • TOTAL ACREAGE 2.57 AC SPECIFICATIONS GIVEN OR REFERENCED,THE DETAILS NOTED, CURRENT ZONING C-C AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS: PROPOSED ZONING R-40 1. CONCRETE SIDEWALK O BUILDING FOOTPRINT 2. HEAVY DUTY CONCRETE PAVEMENT ` N 3. ADA RAMP (� N 0 BLD 1 11989 SF 4. STANDARD DUTY ASPHALT PAVEMENT M BLD 2 8959 SF 5. HEAVY DUTY ASPHALT PAVEMENT CM N a s 6. DUMPSTER ENCLOSURE cn {� 0 TOTAL#UNITS 88 7. 4"YELLOW PAINT STRIPE ``` r� STUDIOS 20 8. ADA PARKING STALL WITH ADA SIGNAGE AND MARKINGS C N CO r'_ a••' +-+ ° L 10 'r. 9. COVERED PARKING STRUCTURE L pp EX SSMH#1 ® 1 BED 44 10. FENCE O co V RIM:2629.28 - - - - 10 - - 2 BED 24 11. BICYCLE PARKING ■ N O ° (S)INV IN:2602.06'(12") ° PARKING PER CODE 11-3C-6 13. 6"Q1 FIRENANE WATER LINE �� O °(N)INV OUT:2601.96'(12') 11T ° 10 ( ) 14. 2"0 CULINARY WATER SERVICE AND METER - 00 0 � 25.53'of 12"Pipe @0.10% ,s 10 1 17.0' 4 REQ D SPACES 134 15. GATE VALVE _� _ � ° a R2.5' EXSSMH#2 R2.5 9.0i EXSSMH#3 PROV'DSPACES 134 16. FIRE HYDRANT 0- O O °°<s I 257.60'0 2"Pipe @0.19% 17. 8"O SANITARY SEWER LINE LU >_ .- RIM:2607.05 ss ss RIM:2625.37 REQ D ADA SPACES 5 O J ss 18. 6"0 SANITARY SEWER SERVICE AND CLEANOUT LLJ Z3 a (E)INV IN:2602.19'(12") _ ss ss - ss (N)INV IN:2603.92'(8") PROV'D ADA SPACES 4 19. 4'0 SANITARY SEWER MANHOLE J w J (N)INV OUT.2602.09'(12) ° < J 25.0' 0 0 25.0' (S)INV IN:2603.59'(12') V 16 w w I 20. 3'X3'STORM DRAIN BOX Q Y J (n a 1 4 7 O 7 (W)INV OUT:2602.68'(12") REQ D BIKE PRKG 6 � -_ 21. 4'X4'STORM DRAIN BOX � Q Q W PROV'D BIKE PRKG 8 22. 15"f1J STORM DRAIN LINE ■ W J ° (n9.0' R2.5' 15 U U ° 6 0 R2 5' c0 I 23. UNDERGROUND STORMTECH STORAGE SYSTEM = _ I_ = ^\ T . � U J Q Q o J J 1 17.0' 4 20 �- N QU .� 10 5.0' PROJECT CONTACTS: GENERAL NOTES: a •"`-✓ s 14 65, 22 -E�Iz 18 00 I 1. CIVIL ENGINEER: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITY LOCATIONS 44.7' ` 2.2' AND CONTACT ENGINEER IF DIFFERENT FROM LOCATIONS MICHAEL TAYLOR DISPLAYED ON THESE PLANS. 498 WEST 100 SOUTH 2. MINIMUM 18"OF VERTICAL SEPARATION REQUIRED BETWEEN a t ° I PROVIDENCE, UT 84332 WATER MAIN AND STORM DRAIN WHERE LINES INTERSECT. MTAYLOR@CIVILSOLUTIONSGROUP.NET 3. MINIMUM OF 10'FROM OUTSIDE-OF-PIPE TO OUTSIDE-OF-PIPE 10.0' P:435.890.4498 REQUIRED BETWEEN CULINARY WATER LINE AND ALL OTHER WET t 22 UTILITIES. a G a) 1 J PROPOSED 2. MERIDIAN CITY PUBLIC WORKS: 4. ALL SEWER,STORM DRAIN AND CULINARY WATER LINES SHALL BE BUILDING 1 13 12 INSTALLED PER UTILITY TRENCHING DETAIL. _A 33 EAST BROADWAY AVE.SUITES 200 5. ALL CULINARY WATER LINES SHALL BE AWWA C900 DR18. ALL / N MERIDIAN, ID 83642 WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 5'OF ° I I 15 PUBLICWORKS@MERIDIANCITY.ORG COVER. P:208.898.5500 6. ALL SEWER LINES SHALL BE CONSTRUCTED OF PVC SDR-35 Uj 11 MATERIAL. //) 5.0' 3 1 3. DEVELOPER: 7. ALL SEWER MANHOLES SHALL BE INSTALLED PER STANDARD v 3 DETAIL. g BACH HOMES 8. CONTRACTOR SHALL PLACE CONCRETE THRUST BLOCKS ON ALL 5.0' DEREK RINDLISBACHER TEES,WYES, BENDS,ANGLES, ETC ON ALL WATER LINES AS 20 ° 6 % 5 0, ° J N 1160 SOUTH STATE STREET,3RD FLOOR SHOWN PER DETAIL SD-403 OF THE IDAHO STANDARDS FOR PUBLIC J DRAPER, UT 84020 WORKS CONSTRUCTION. 0 21 22 9It lb DEREK@BACHHOMES.COM 9. POWER-CONTRACTOR SHALL COORDINATE WITH OWNER TO 4 19.0' 20 20 o P:801.884.9447 DETERMINE PRECISE LOCATION AND LAYOUT OF POWER LINES ��^^ s R2.5' 19 0 4 TR2 5' 0 4. SURVEY INFORMATION: TORTRENCH BED,OUGH OIN TALL AND N FILL IN THEPOWER TRENCOR SHALL BE H AND RESPONSIBLE V J 9.0 f R2.5' I PROVIDE THE REQUIRED PVC SCHEDULE 40 CONDUIT. ` 1A PUBLIC ° 9.0 �j r T ° ACCESS 7 ^ I ° BENCHMARK:4 CORNER CP&F NO. 113077809 10. CONTRACTOR SHALL NOT EXCAVATE ROAD SIDE SWALES UNTIL 23 22 7 Q y ELEVATION:2626.32' ALL UTILITIES HAVE BEEN INSTALLED. w EASEMENT 26.0' °S I 5 26.0' R2.5' 21 5 8W I_ CO 26.0' o ELEVATION: 627 SITE MAG NAIL w J R2.5' 12 22 N *ELEVATIONS BASED ON NAVD88 DATUM (� 16 I 1 �t J \ C� 00 EX. 15'POWER EASEMENT J� R2.5' R2.5' M J/ NN 3 22 15 9 O 9 L.L 20 3 N > >w S Ii L.� ` 19.0' 7 °g 00 10° e a 19.0' I 4 9.0' 4 W W O 22 J g, �26.0' O N <° 5 20 N �..j s 39.1' 1 O 25.0' 3 co s° I PROPOSED 113.4' w BUILDING 2 7 J (D s I R2.5' R2.5' S R2.5' N LU I I 20 12 9 9 p 22 ` ` I 22 U) 19 3 7 3 a) s < 18 co 8 4 4 ` II 11 14 1 20 EX SSMH#4 s" 6 W 15 RIM:2626.57 (SE)INV IN:2604.36'(12") ZO 1 J` R2.5' (N)INV OUT.2604.26'(12') H 5. ° 7 0 24.2' 6.5' 3 U) ,• 23.20'of 12"Pipe @0.32% U r ° 13 LO 1�� U)_ _ _ <5.0' oo 3 ww 0 ° 0 10 Q 5.0' 3 R2.5' r ° EX SSMH#5 © R2.5' RIM:2626.80 E ° 20 9 R2.5' 9 (S)INV IN:2604.55'(12') 0 17 (NW)INV OUT:2604.45'(12') LO R2.5' Li r 9 Q I a 0 4 7 d 7 Y 0022 Q 1 2 5 4 LEGEND EXISTING LEGEND PROPOSED ° 4 4 PROPERTY BOUNDARY CULINARY WATER LINE(SIZE SHOWN ON PLAN) 20 o STORM DRAIN LINE STORM DRAIN LINE(SIZE SHOWN ON PLAN) PROJECT#: 20-133 19 Q CULINARY WATER LINE I RR SECONDARY WATER LINE(SIZE SHOWN ON PLAN) I a� wi�. 0'791 a N SECONDARY WATER LINE GAG LINE DRAWN BY: E. AVERETT 7 r GAS LINE SANITARY SEWER LINE(SIZE SHOWN ON PLAN) 9.0' O a R2.5' O N SEWER LINE BURIED POWER LINE PROJECT MANAGER: W. SOUTHWICK 0 I BURIED POWER LINE BURIED COMMUNICATION LINE < 3 LO I 17 O a Lp AERIAL POWER LINE }�fj}{ CONTOUR MAJOR ISSUED: 04/14/2026 M a o 5 0' R2 5' R2 5' °1 R2 5' 1 3 COMMUNICATION LINEn#a# CONTOUR MINOR 0 30 60 N R9.5'. CONTOUR MAJOR ASPHALT Feet a 2 R9.5' 3 R2.5' O 4 I' ##- CONTOUR MINOR CATCH CURB AND GUTTER ° R2.5' Z15 ° 5 R2.5'= 0�S EX.30'CROSS ASPHALT SPILL CURB AND GUTTER O ACCESS EASEMENT OPEN FACE CURB AND GUTTER CONCRETE SIDEWALK U a EX.MERIDIAN SANITARY SEWER Q R9.5' W J AND WATER MAIN EASEMENT�� 7 R1.5' O FENCE BUILDING SETBACK Q EX SSMH#6 CONCRETE EASEMENT I- - - ss ss Z 35 EXISTING TO BE REMOVED ® CULINARY WATER VALVE w Sd d (E)INV IN:2604.92'(12') CULINARY WATER VALVE R9.5' yV _ _ (W)INV IN:2605.25'(8') ° FIRE HYDRANT UU) EX SSMH#7 Lit (N)INV OUT:2604.82'(12) ® CULINARY WATER METER Q CULINARY WATER METER o at qeIo . 5 TRIM:±2627.50 i ° (W)INV IN:±-0.50'(4) I 33.35'of 8"Pipe @27.86% Z7 FIRE HYDRANT ® SECONDARY WATER VALVE d tt �+ U EX.40'STOKESBERRY I (E)INV OUT:±2615.54'(8) 7 4 9 CATCH BASIN(STORM DRAIN BOX) O SECONDARY WATER METER CaI181 Before you dig\ 23.77'of 8"Pipe @2.00% EX SCO#1 O STORM DRAIN MANHOLE O STORM DRAIN MANHOLE p LATERAL EASEMENT Q 30.0' RIM:±2628.00 O SEWER MANHOLE ❑ STORM DRAIN BOX a U a 1 a a � T ° (W)INV IN:±2615.00'(8') ' DIGLINEm SEWER CLEANOUT STORM DRAIN CURB INLET BOX EX. PUBLIC R.O.W. a a d ° (E)INV OUT:±2615.00'(8') s°° ❑® gEASEMENT 4 oa SECONDARY WATER VALVE O SEWER MANHOLE 7 'w OI SECONDARY WATER METER 0 SEWER CLEANOUT❑ V � POWER POLE E ELECTRICAL BOX Ca&&5&U �76 Of O (5 POWER METER COMMUNICATION BOX SITE PLAN U) ❑E ELECTRICAL BOX GAS METER U © COMMUNICATIONS BOX STREETLIGHT Q THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF CIVIL SOLUTIONS GROUP, m © GAS METER SIGN INC.AND SHALL NOT BE PHOTOCOPIED, RE-DRAWN,OR USED ON ANY OTHER PROJECT RIVER VALLEY ST GAG VALVE OTHER THAN THE PROJECT SPECIFICALLY DESIGNED FOR,WITHOUT WRITTEN o y SIGN PERMISSION. THE OWNERS AND ENGINEERS OF CIVIL SOLUTIONS GROUP, INC. DISCLAIM cool ANY LIABILITY FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE PLANS OR THE N DESIGN THEREON WITHOUT THEIR CONSENT. THESE PLANS ARE DRAWN TO SCALE N WHEN PLOTTED ON A 24"X 36"SHEET OF PAPER. THESE PLANS ARE PRODUCED IN a DESIGNING OUR FUTURE COLOR AND SHOULD BE PLOTTED AS SUCH.