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HomeMy WebLinkAboutz_jump creek 5 master V1N . BLACK CAT RD. N . ELM STON E AVE. N . M APLESTON E LANE I BLOCK 1 1 1 7 TP 5 TP 4 TP 5 - HIGHEST GW: 30.92 CURREN T AS OF 9/26/201 9 TP 4 - HIGHEST GW: 32.1 8 CURREN T AS OF 9/26/201 9 I I I W . DAPHN E ST. W . DAPHN E ST. 1 9 2 1 3 BLOCK 1 A I I 28 30 31 9 8 7 6 5 4 30 1 25 2 29 1 2 31 1 2 1 2 21 20 1 9 22 22 22 1 8 1 7 1 6 1 5 1 3 1 1 W . M cM ILLAN RD 2 5' 2 5' 2 5' DRAIN AGE R 48' R 2 8' N . BLACK CAT RD. W . M ALTA DR. W . LOLA DR. W . M ALTA DR. N . M APLESTON E AVE. W . M ALTA DR. N . BLACK CAT RD. W . RIVA CAPRI ST. N . ELM STON E AVE. W . APGAR ST. ALLEY A N . W ILLOWSIDE AVE. N . W ILLOWSIDE AVE. ALLEY B N . OAKSTON E AVE. W . LOLA DR. N . W ILLOWSIDE AVE. N . W ILLOWSIDE AVE. W . AVILLA DR. N . OAKSTON E AVE. N . M APLESTON E LANE W . LOLA DR. W . J OSEPH DR. W . M CMILLAN ROAD I BLOCK 4 BLOCK 9 BLOCK 8 BLOCK 20 BLOCK 12 BLOCK 10 BLOCK 17 BLOCK 13 BLOCK 13 BLOCK 19 BLOCK 14 BLOCK 20 BLOCK 14 BLOCK 18 BLOCK 20 BLOCK 18 BLOCK 15 BLOCK 16 BLOCK 20 BLOCK 19 BLOCK 21 BLOCK 1 1 6 I 5 1 2 8 1 5 2 1 1 2 1 0 1 5 1 I A I ALLEY A N . W ILLOWSIDE AVE N . W ILLOWSIDE AVE. ALLEY B W . AVILLA DR. BLOCK 8 BLOCK 20 BLOCK 17 BLOCK 19 BLOCK 20 BLOCK 18 BLOCK 18 BLOCK 19 I BN D W ILL IN CLUDE THIS AREA - M ATCH PH2 LEGAL BLOCK 8 BLOCK 8 BLOCK 18 1 4 1 3 2 1 2 1 7 6 1 7 1 7 1 7 1 7 1 8 1 8 1 7 1 7 1 7 1 W . M ILANO DR.. 1 8 1 7 1 6 1 5 20 1 9 21 22 23 24 25 26 27 28 1 9 7 6 5 4 3 1 2 1 1 1 0 9 8 1 7 1 6 1 5 1 4 1 3 1 8 5 4 3 1 2 1 1 1 0 9 8 1 7 1 6 1 5 1 4 1 3 1 7 1 9 20 21 22 23 24 25 26 27 28 29 30 31 32 33 6 5 4 3 2 1 1 1 0 9 7 1 6 1 5 1 4 1 3 1 2 1 7 N . BLACK CAT RD. W . RIVA CAPRI ST. N . ELM STON E AVE. W . APGAR ST. N . W ILLOWSIDE AVE. ALLEY B N . M APLESTON E LANE W . M CMILLAN ROAD I BLOCK 20 BLOCK 19 BLOCK 20 BLOCK 20 BLOCK 20 BLOCK 19 BLOCK 21 BLOCK 1 1 8 1 7 1 7 1 7 1 W . M ILANO DR.. 6 5 4 3 2 1 1 1 0 9 7 1 6 1 5 1 4 1 3 1 2 1 7 TP 3 - HIGHEST GW: 32.84 CURREN T AS OF 9/26/201 9 TP E2 - HIGHEST GW: 33.34 CURREN T AS OF 9/26/201 9 TP 6 - HIGHEST GW: 30.78 CURREN T AS OF 1 0/28/201 9 TP 7 - HIGHEST GW: 32.62 CURREN T AS OF 1 0/28/201 9 TP 8 - HIGHEST GW: 32.91 CURREN T AS OF 1 0/28/201 9 TP 5 - HIGHEST GW: 30.92 CURREN T AS OF 9/26/201 9 TP 4 - HIGHEST GW: 32.1 8 CURREN T AS OF 9/26/201 9 I I A D 4"PIRR 6"PIRRPIRR 6" 6"PIRR I W . DAPHN E ST. W . DAPHN E ST. BLOCK 2 29 30 1 9 8 7 1 0 N . BLACK CAT RD. N . ELM STON E AVE. W . APGAR ST. N . M APLESTON E LANE W . M CMILLAN ROAD BLOCK 19 BLOCK 21 BLOCK 1 1 7 TP 5 TP 4 TP 3 TP 3 - HIGHEST GW: 32.84 CURREN T AS OF 9/26/201 9 TP 5 - HIGHEST GW: 30.92 CURREN T AS OF 9/26/201 9 TP 4 - HIGHEST GW: 32.1 8 CURREN T AS OF 9/26/201 9 I I W . DAPHN E ST. 2 1 3 BLOCK 1 A I 22 24 25 26 27 28 30 31 9 8 7 6 5 4 27282930 2426 1 23 7 25 21222324 20 8 6 5 4 3 2 29 1 2 25 31 P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P N . BLACK CAT RD. W . M ALTA DR. W . LOLA DR. W . M ALTA DR. N . M APLESTON E AVE. W . M ALTA DR. N . BLACK CAT RD. W . RIVA CAPRI ST. N . ELM STON E AVE. W . APGAR ST. ALLEY A N . W ILLOWSIDE AVE. N . W ILLOWSIDE AVE. ALLEY B N . OAKSTON E AVE. W . LOLA DR. N . W ILLOWSIDE AVE. N . W ILLOWSIDE AVE. W . AVILLA DR. N . OAKSTON E AVE. N . M APLESTON E LANE W . LOLA DR. W . J OSEPH DR. W . M CMILLAN ROAD I BLOCK 4 BLOCK 9 BLOCK 8 BLOCK 20 BLOCK 12 BLOCK 10 BLOCK 17 BLOCK 13 BLOCK 13 BLOCK 19 BLOCK 14 BLOCK 20 BLOCK 14 BLOCK 18 BLOCK 20 BLOCK 18 BLOCK 15 BLOCK 16 BLOCK 20 BLOCK 19 BLOCK 21 BLOCK 1 1 6 I 5 1 2 8 1 5 2 1 2 1 0 1 5 1 I A I P P P BLOCK 15 BLOCK 16 1 0 9 9 1 0 1 1 1 2 1 2 1 3 1 3 7 7 8 8 9 9 1 0 1 0 1 1 1 4 1 4 1 3 1 3 1 2 1 2 1 1 1 0 1 0 9 9 8 8 1 2 1 3 1 3 1 4 1 5 1 4 1 6 5 1 6 1 1 1 1 2 2 3 3 5 4 4 5 7 7 8 8 9 9 1 0 1 0 1 1 1 1 2 3 2 3 4 5 4 5 6 6 7 7 8 99 1 0 2 3 1 0 1 2 3 1 4 4 1 5 6 7 1 1 7 1 3 3 2 4 1 0 1 0 99 6 7 7 1 0 6 8 9 8 1 3 9 1 2 1 4 1 5 6 3 4 1 6 5 5 7 5 6 1 6 4 6 4 3 2 2 1 3 1 P P P P PP P P P P P P P P PP P P P P P P P P P P P P P P P P 5 5 7 7 6 7 7 6 8 1 8 1 2 3x1 - 1 3x1 - 1 3x1 - 1 W . J OSEPH DR. 1 2 1 2 IN DEX M AP - DON 'T DELETE M E M ALTA LOLA M ALTA M APLESTON E M ALTA BLACK CAT OAKSTON E LOLA W ILLOWSIDE OAKSTON E LOLA J OSEPH J OSEPH W ILLOWSIDE P P 1 8 1 8 D D A A 2x2- 1 2x2- 1 2x2- 1 2x2- 1 2x2- 1 * * * * * * * * * * W . PHILOMEN A ST. N . BLACK CAT RD. N . ELM STON E AVE. N . M APLESTON E AVE. W . DAPHN E ST. W . AVILLA DR. W . TW ISTED CREEK N . ADALE AVE. N . M APLESTON E AVE. N . W ILLOWSIDE AVE. N . ELM STON E AVE. W . DEER SPRIN GS DR. IN DEX M AP - DON 'T DELETE M E M ALTA LOLA M ALTA M APLESTON E M ALTA BLACK CAT OAKSTON E LOLA W ILLOWSIDE OAKSTON E LOLA J OSEPH J OSEPH W ILLOWSIDE TW ISTED CREEK EXISTIN G J UMP CREEK SUBDIVISION BN D W ILL IN CLUDE THIS AREA - M ATCH PH2 LEGAL BLOCK 8 BLOCK 8 BLOCK 18 4 1 3 2 1 2 1 7 6 1 7 1 7 1 7 1 7 1 8 1 8 1 7 1 7 1 7 1 W . M ILANO DR. 8 7 6 1 5 20 1 9 21 22 23 24 25 26 27 28 1 9 7 6 5 4 3 2 1 0 9 8 7 6 5 4 1 3 1 8 8 5 4 3 3 2 1 0 9 7 6 5 1 4 1 7 1 9 20 21 22 23 24 25 26 27 28 29 30 31 32 33 6 5 4 3 2 2 1 0 9 7 6 5 4 1 3 1 7 TP E1 TP 1 TP 6 TP 7 TP 8 TP 5 TP 4 TP 3 TP E2 TP 2 TP 1 - HIGHEST GW: 31 .76 CURREN T AS OF 9/26/201 9 TP E1 - HIGHEST GW: 31 .65 CURREN T AS OF 9/26/201 9 TP 2 - HIGHEST GW: 31 .67 CURREN T AS OF 9/26/201 9 TP 3 - HIGHEST GW: 32.84 CURREN T AS OF 9/26/201 9 TP E2 - HIGHEST GW: 33.34 CURREN T AS OF 9/26/201 9 TP 6 - HIGHEST GW: 30.78 CURREN T AS OF 1 0/28/201 9 TP 7 - HIGHEST GW: 32.62 CURREN T AS OF 1 0/28/201 9 TP 8 - HIGHEST GW: 32.91 CURREN T AS OF 1 0/28/201 9 TP 5 - HIGHEST GW: 30.92 CURREN T AS OF 9/26/201 9 TP 4 - HIGHEST GW: 32.1 8 CURREN T AS OF 9/26/201 9 I I J UMP CREEK N O. 5 FUTURE PHASE J UMP CREEK SUBDIVISION W . M cM ILLAN RD. ALLEY A W ILLOWSIDE ALLEY B AVILLA M ILANO D A A A D SEE EM AIL FROM KEVIN DATED 1 /7/2020 8"S 8"S 8"S 8"S 8"S 8"S 8"S W. CHERRYBARK ST. N. BLUEFIELD AVE. W. MILANO DR. 1 2 1 W. RIVA CAPRI ST. W. DAPHINE ST. BLOCK 23 EX.42"GIRR EX.42"GIRR EX.42"GIRR EX.42"GIRR 4"PIRR 4"PIRR 6"PIRR 4"PIRR 180° 8"W 8"W 8"W 8"W 8"W 8"W 8"W N. BLUEFIELD AVE. 4"PIRR 4"PIRR 4"PIRR 4"PIRR 6"PIRRPIRR 6" 6"PIRR 6"PIRR 6"PIRR W . DEER SPRIN GS DR. N . M APLESTON E AVE. W . TW ISTED CREEK N . ADALE AVE. N . M APLESTON E AVE. N . W ILLOWSIDE AVE. N . W ILLOWSIDE AVE. N . OAKSTON E AVE. N . ELM STON E AVE. W . DEER SPRIN GS DR. W . DEER SPRIN GS DR. BLOCK 6 BLOCK 11 5 1 0 2 6 I I BLOCK 4 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 8 BLOCK 7 BLOCK 7 BLOCK 9 BLOCK 10 BLOCK 12 8 9 1 0 1 1 2 3 4 3 4 6 7 8 9 7 8 9 1 0 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 2 3 4 5 6 7 8 1 0 9 8 1 1 2 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 1 3 5 4 6 3 4 5 7 1 1 0 9 8 I I I I D A D I TOT-LOT I W . TW ISTED CREEK N . OAKSTON E AVE. N . ELM STON E AVE. W . PHILOMEN A ST. N . M APLESTON E AVE. W . PHILOMEN A ST. W . PHILOMEN A ST. N . BLACK CAT RD. N . ELM STON E AVE. N . BLACK CAT RD. N . M APLESTON E AVE. W . DAPHN E ST. W . DAPHN E ST. W . AVILLA DR. N . ADALE ST. BLOCK 4 BLOCK 2 BLOCK 3 BLOCK 3 BLOCK 6 BLOCK 7 BLOCK 5 BLOCK 8 BLOCK 3 BLOCK 3 BLOCK 2 2 1 6 5 4 3 1 2 2 1 3 4 7 6 5 1 2 1 1 3 2 4 3 5 1 2 1 0 9 8 7 6 5 4 3 2 1 1 4 5 6 1 7 8 9 20 21 22 23 24 25 26 27 28 29 30 1 9 8 7 6 5 4 3 2 1 1 8 1 0 1 1 2 1 3 1 4 1 5 1 6 1 7 6 2 1 3 BLOCK 1 BLOCK 8 I A A D D I I I I I I I I I N . M APLESTON E AVE. 2 3 4 5 6 9 1 0 1 1 2 1 3 1 4 1 5 6 7 1 8 9 20 21 22 24 25 26 27 28 30 31 9 8 7 6 5 4 27282930 232426 1202122 9 1 8 1 4 1 23 7 25 21222324 1 8 120 9 5 6 1 7 1 3 2 0 9 8 6 5 4 3 2 29 32 1 2 25 31 N . W ILLOWSIDE AVE. 48.00' RIVA CAPRI ELM STON E APGAR W ILLOWSIDE IN DEX M AP - DON 'T DELETE M E W . GON DOLA DR. BLOCK 16 2 1 5 P P P BLOCK 16 3 3 2 4 1 0 1 0 99 1 5 6 1 6 P P P P PP P P P P P P P P PP P P P P P P P P P P P P P P P P 5 5 7 7 6 7 7 6 8 1 8 1 2 3x1 - 1 3x1 - 1 3x1 - 1 P P A 2x2- 1 2x2- 1 2x2- 1 2x2- 1 2x2- 1 * * * * * * * * * * IRRIGATION PUMP STATION BLOCK 18 xx xx xx xx xx xx xx STORM DRAIN STORM DRAIN STORM DRAIN BLOCK 18 P P P P P P P P P P P P P P P P PPPPPPPP P P P P P P P P P P P P P P P P P P P PPPPPPPPPP PPPPPPPP P PPPPPP P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P R- 1 5 I I I I I N . BLACK CAT RD. N . ELM STON E AVE. W . LEIGHTON ST. W . DAPHN E ST. W . DAPHN E ST. N . M APLESTON E LANE I I I I I N . BLACK CAT RD. N . ELM STON E AVE. W . LEIGHTON ST. W . DAPHN E ST. W . DAPHN E ST. N . M APLESTON E LANE BLOCK 18 BLOCK 18 I I I I I 1 5.48 W . DAPHN E ST. P P P P P P P PP P P P P P P P P PP P P P P P P P P P P P P P P P P 3x1 - 1 3x1 - 1 P P 2x2- 1 2x2- 1 2x2- 1 2x2- 1 2x2- 1 P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P PPPPPP 1 2 1 2 21 20 1 9 22 22 22 1 8 1 7 1 6 1 5 1 3 1 W . M cM ILLAN RD 2 5' 2 5' 2 5' M CMILLAN P DRAIN AGE R 48' R 2 8' R 2 8' R 48' R 48' R 2 8' 18' 8' 1 1 8' 1 8' 1 8' 7 2 ' 7 754' 2 ' 7 2 81 ' 54' 7 2 ' 81 ' 82 ' 81 ' 7 2 ' 2 5' 2 4' 50' 48' 1 0' 1 0' 1 0' 1 0.2 5' 1 2 ' 2,664 sf BLDG FOOTPRIN T 2,664 sf BLDG FOOTPRIN T 2,664 sf BLDG FOOTPRIN T 1 ,931 sf BLDG FOOTPRIN T 1 ,931 sf BLDG FOOTPRIN T 1 ,931 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 1 8' 6 ' 6 ' 6 ' 6 ' P N . OAKSTON E AVE. J UMP CREEK SUBDIVISION N O. 7 BOUN DARY 1 0 1 4 P P P P P P P PP P P P P P P P P P PP P P P P P P P P P P P P P P P P P P P 5' 2 5' D D D D A W . APGAR ST. W . RIVA CAPRI ST. R 1 5' 4 6 ' 3 4' R 2 0' 2 5' PPPPP PP 45' 1 8' P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P PPPPPPP P P P PPPPP PP M CMILLAN BLACK CAT 1 0 DRAIN AGE DRAIN AGE TOT-LOT 7 7 8 8 BLOCK 1 BLOCK 20 32 P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P 1 2 1 2 21 20 1 9 22 22 22 1 8 1 7 1 6 1 5 1 3 1 1 W . M cM ILLAN RD 2 5' 2 5' 2 5' P DRAIN AGE R 48' R 2 8' R 2 8' R 48' R 48' R 2 8' 18' 8' 1 1 8' 1 8' 1 8' 7 2 ' 7 2 ' 754' 2 ' 7 2 ' 81 ' 54' 7 2 ' 81 ' 82 ' 81 ' 7 2 ' 2 5' 2 4' 50' 48' 1 0' 1 0' 1 0' 1 0.2 5' 1 2 ' 2,664 sf BLDG FOOTPRIN T 2,664 sf BLDG FOOTPRIN T 2,664 sf BLDG FOOTPRIN T 1 ,931 sf BLDG FOOTPRIN T 1 ,931 sf BLDG FOOTPRIN T 1 ,931 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 1 8' 1 8' 6 ' 6 ' 6 ' 6 ' 6 ' P N . OAKSTON E AVE. 1 0 1 4 5' 2 5' D D A W . RIVA CAPRI ST. R 1 5' 4 6 ' 3 4' R 2 0' 2 5' P P P P P P P 45' 1 8' 1 0 DRAIN AGE DRAIN AGE TOT-LOT 7 8 BLOCK 1 BLOCK 20 32 SCALE IN FEET 40 0 20 4080 1 "= 40' LEGEND LOT LINE PI W W S SD SS NEW PR ESSUR E IR R IGATION LINE R OADWAY R IGHT-OF-W AY BOUNDARY LINE R OADWAY CENTER LINE W /SER VICE NEW STOR M DR AIN NEW W ATER LINE EXISTING SEWER LINE EXISTING W ATER LINE NEW SEWER LINE STR EET LIGHT 4" SEWER SER VICE LINE EXISTING SANITAR Y SEWER M ANHOLE SANITAR Y SEWER M ANHOLE PR OPOSED FIR E HYDR ANT CATCH BASIN 1 LOT NUMBER TYPICAL SINGLE W ATER SER VICE TYPICAL DOUBLE W ATER SER VICE IR R NEW GR AVITY IR R IGATION LINE L Y E I A B A. D I V A D P R O F E S S I O E N G I N E E R N A L R E G I S T E R E D S T A T E O F I D A H O 8 2 72 NOT FOR CONSTRUCTION D RAWN BY: C HECKED BY: N O. DATE DESCRIPTION REVISED P ROJECT: D ATE: SHEET TEL 208-938-0013 www.baileyengineers.com 1119 E STATE STREET, SUITE 210 EAGLE, ID 83616 CIVIL ENGINEERING|PLANNING|CADD ailey Engineering, Inc. ROUNDABOUT EXHIBIT J UMP CREEK SUBDIVISION T RILOGY DEVELOPMENT, INC. 1 1 - 2 2 - 2 01 9 C2 01 3 - 02 4 EXBT DAVID A. BAILEY P.E. KSC 05/19/22 FP-2022-0004 1 1 2 1 3 BLOCK 1 A I 2 I 3 4 5 6 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 20 21 22 24 25 26 27 28 30 31 9 8 7 6 5 4 27282930 232426 202122 1 9 1 8 1 4 1 23 7 25 21222324 1 7 1 8 120 9 1 5 1 6 1 3 1 2 1 1 1 0 9 8 6 5 4 3 2 29 32 1 2 25 31 N . W ILLOWSIDE AVE. P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P 1 2 1 2 21 20 1 9 22 22 22 1 8 1 7 1 6 1 5 1 3 1 1 W . M cM ILLAN RD 2 5' 2 5' 2 5' P DRAIN AGE R 48' R 2 8' R 2 8' R 48' R 48' R 2 8' 18' 8' 1 1 8' 1 8' 1 8' 7 2 ' 7 2 ' 754' 2 ' 7 2 ' 81 ' 54' 7 2 ' 81 ' 82 ' 81 ' 7 2 ' 2 5' 2 4' 50' 48' 1 0' 1 0' 1 0' 1 0.2 5' 1 2 ' 2,664 sf BLDG FOOTPRIN T 2,664 sf BLDG FOOTPRIN T 2,664 sf BLDG FOOTPRIN T 1 ,931 sf BLDG FOOTPRIN T 1 ,931 sf BLDG FOOTPRIN T 1 ,931 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 1 8' 1 8' 6 ' 6 ' 6 ' 6 ' 6 ' P N . OAKSTON E AV 1 0 1 4 5' 2 5' D D D D A W . APGAR ST. W . RIVA CAPRI ST. R 1 5' 4 6 ' 3 4' R 2 0' 2 5' P P P P P P P 45' 1 8' 1 0 DRAIN AGE DRAIN AGE TOT-LOT 7 7 8 8 BLOCK 1 BLOCK 20 32 SCALE IN FEET 50 0 25 5000 1 1 "= 50' LEGEND LOT LINE PI W W S SD SS NEW PR ESSUR E IR R IGATION LINE R OADWAY R IGHT-OF-W AY BOUNDARY LINE R OADWAY CENTER LINE W /SER VICE NEW STOR M DR AIN NEW W ATER LINE EXISTING SEWER LINE EXISTING W ATER LINE NEW SEWER LINE STR EET LIGHT 4" SEWER SER VICE LINE EXISTING SANITAR Y SEWER M ANHOLE SANITAR Y SEWER M ANHOLE PR OPOSED FIR E HYDR ANT CATCH BASIN 1 LOT NUMBER TYPICAL SINGLE W ATER SER VICE TYPICAL DOUBLE W ATER SER VICE IR R NEW GR AVITY IR R IGATION LINE L Y E I A B A. D I V A D P R O F E S S I O E N G I N E E R N A L R E G I S T E R E D S T A T E O F I D A H O 8 2 72 NOT FOR CONSTRUCTION D RAWN BY: C HECKED BY: N O. DATE DESCRIPTION REVISED P ROJECT: D ATE: SHEET TEL 208-938-0013 www.baileyengineers.com 1119 E STATE STREET, SUITE 210 EAGLE, ID 83616 CIVIL ENGINEERING|PLANNING|CADD ailey Engineering, Inc. M ASTER UTILITY PLAN J UMP CREEK SUBDIVISION NO. 6 T RILOGY DEVELOPMENT, INC. 02 - 09- 2 02 1 C2 01 3 - 02 4 3 .2 DAVID A. BAILEY P.E. BD 1 05/19/22 FP-2022-0004 TP 1 - HIGHEST GW: 31 .76 CURREN T AS OF 9/26/201 9 TP E1 - HIGHEST GW: 31 .65 CURREN T AS OF 9/26/201 9 TP 2 - HIGHEST GW: 31 .67 CURREN T AS OF 9/26/201 9 TP 3 - HIGHEST GW: 32.84 CURREN T AS OF 9/26/201 9 TP E2 - HIGHEST GW: 33.34 CURREN T AS OF 9/26/201 9 TP 6 - HIGHEST GW: 30.78 CURREN T AS OF 1 0/28/201 9 D A A A D SEE EM AIL FROM KEVIN DATED 1 /1 7/2020 EX.42"GIRR EX.42"GIRR 6"PIRRPIRR 6" 6"PIRR BLOCK 8 I N . OAKSTON E AVE. N . ELM STON E AVE. BLOCK 8 BLOCK 3 1 1 3 1 4 1 5 1 6 1 7 BLOCK 8 D I I I 2 3 4 5 1 8 48.00' TOT-LOT SCALE IN FEET 40 0 20 4080 1 "= 40' LEGEND LOT LINE PI W W S SD SS NEW PR ESSUR E IR R IGATION LINE R OADWAY R IGHT-OF-W AY BOUNDARY LINE R OADWAY CENTER LINE W /SER VICE NEW STOR M DR AIN NEW W ATER LINE EXISTING SEWER LINE EXISTING W ATER LINE NEW SEWER LINE STR EET LIGHT 4" SEWER SER VICE LINE EXISTING SANITAR Y SEWER M ANHOLE SANITAR Y SEWER M ANHOLE PR OPOSED FIR E HYDR ANT CATCH BASIN 1 LOT NUMBER TYPICAL SINGLE W ATER SER VICE TYPICAL DOUBLE W ATER SER VICE IR R NEW GR AVITY IR R IGATION LINE L Y E I A B A. D I V A D P R O F E S S I O E N G I N E E R N A L R E G I S T E R E D S T A T E O F I D A H O 8 2 72 NOT FOR CONSTRUCTION D RAWN BY: C HECKED BY: N O. DATE DESCRIPTION REVISED P ROJECT: D ATE: SHEET TEL 208-938-0013 www.baileyengineers.com 1119 E STATE STREET, SUITE 210 EAGLE, ID 83616 CIVIL ENGINEERING|PLANNING|CADD ailey Engineering, Inc. M ASTER UTILITY PLAN J UMP CREEK SUBDIVISION NO. 5 T RILOGY DEVELOPMENT, INC. 1 1 - 07 - 2 01 9 C2 01 3 - 02 4 3 .2 DAVID A. BAILEY P.E. J BD 04- 03 - 2 02 0 ACHD & M ER IDIAN 1 05/19/22 FP-2022-0004 P P P P BLOCK 15 BLOCK 16 1 0 9 9 1 0 1 1 1 2 1 2 1 3 1 3 7 7 8 8 9 9 1 0 1 0 1 1 1 4 1 4 1 3 1 3 1 2 1 2 1 1 1 0 1 0 9 9 8 8 1 2 1 3 1 3 1 4 1 5 1 4 1 6 1 5 1 6 1 1 1 1 2 2 3 3 5 4 4 5 7 7 8 8 9 9 1 0 1 0 1 1 1 1 2 3 2 3 4 5 4 5 6 6 7 7 8 99 1 0 1 2 1 3 1 0 1 2 1 3 1 4 1 5 1 6 1 7 1 1 7 1 3 3 2 4 1 0 1 0 99 6 7 7 1 0 6 8 9 8 1 3 9 1 1 2 1 4 1 5 1 6 1 3 1 4 1 6 5 5 7 5 6 1 6 4 6 4 3 2 2 1 3 1 P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P 5 5 7 7 6 7 7 6 8 1 8 1 2 1 3x1 - 1 3x1 - 1 3x1 - 1 3x1 - 1 W . J OSEPH DR. 1 2 1 2 IN DEX M AP - DON 'T DELETE M E M ALTA LOLA M ALTA M APLESTON E M ALTA BLACK CAT OAKSTON E LOLA W ILLOWSIDE OAKSTON E LOLA J OSEPH J OSEPH W ILLOWSIDE P P 1 8 1 8 D D A A 2x2- 1 2x2- 1 2x2- 1 2x2- 1 2x2- 1 2x2- 1 2x2- 1 2x2- 1 2x2- 1 2x2- 1 * * * * * * * * * * W . PHILOMEN A ST. N . BLACK CAT RD. N . ELM STON E AVE. N . M APLESTON E AVE. W . DAPHN E ST. W . AVILLA DR. W . TW ISTED CREEK N . ADALE AVE. N . M APLESTON E AVE. N . W ILLOWSIDE AVE. N . ELM STON E AVE. W . DEER SPRIN GS DR. IN DEX M AP - DON 'T DELETE M E M ALTA LOLA M ALTA M APLESTON E M ALTA BLACK CAT OAKSTON E LOLA W ILLOWSIDE OAKSTON E LOLA J OSEPH J OSEPH W ILLOWSIDE TW ISTED CREEK EXISTIN G J UMP CREEK SUBDIVISION BN D W ILL IN CLUDE THIS AREA - M ATCH PH2 LEGAL BLOCK 8 BLOCK 8 BLOCK 18 1 4 1 3 2 1 2 1 7 6 1 7 1 7 1 7 1 7 1 8 1 8 1 7 1 7 1 7 1 W . M ILANO DR.. 1 8 1 7 1 6 1 5 20 1 9 21 22 23 24 25 26 27 28 1 9 7 6 5 4 3 1 2 1 1 0 9 8 1 7 1 6 1 5 1 4 1 3 1 8 5 4 3 1 2 1 1 0 9 8 1 7 1 6 1 5 1 4 1 3 1 7 1 9 20 21 22 23 24 25 26 27 28 29 30 31 32 33 6 5 4 3 2 1 1 0 9 7 1 6 1 5 1 4 1 3 1 2 1 7 TP E1 TP 1 TP 6 TP 7 TP 8 TP 5 TP 4 TP 3 TP E2 TP 2 TP 1 - HIGHEST GW: 31 .76 CURREN T AS OF 9/26/201 9 TP E1 - HIGHEST GW: 31 .65 CURREN T AS OF 9/26/201 9 TP 2 - HIGHEST GW: 31 .67 CURREN T AS OF 9/26/201 9 TP 3 - HIGHEST GW: 32.84 CURREN T AS OF 9/26/201 9 TP E2 - HIGHEST GW: 33.34 CURREN T AS OF 9/26/201 9 TP 6 - HIGHEST GW: 30.78 CURREN T AS OF 1 0/28/201 9 TP 7 - HIGHEST GW: 32.62 CURREN T AS OF 1 0/28/201 9 TP 8 - HIGHEST GW: 32.91 CURREN T AS OF 1 0/28/201 9 TP 5 - HIGHEST GW: 30.92 CURREN T AS OF 9/26/201 9 TP 4 - HIGHEST GW: 32.1 8 CURREN T AS OF 9/26/201 9 I I J UMP CREEK N O. 5 FUTURE PHASE J UMP CREEK SUBDIVISION W . M cM ILLAN RD. ALLEY A W ILLOWSIDE ALLEY B AVILLA M ILANO D A A A D SEE EM AIL FROM KEVIN DATED 1 /7/2020 8"S 8"S 8"S 8"S 8"S 8"S 8"S W. CHERRYBARK ST. N. BLUEFIELD AVE. W. MILANO DR. 1 2 1 W. RIVA CAPRI ST. W. DAPHINE ST. BLOCK 23 EX.42"GIRR EX.42"GIRR EX.42"GIRR EX.42"GIRR 4"PIRR 4"PIRR 6"PIRR 4"PIRR 180° 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W N. BLUEFIELD AVE. 4"PIRR 4"PIRR 4"PIRR 4"PIRR 6"PIRRPIRR 6" 6"PIRR 6"PIRR 6"PIRR W . DEER SPRIN GS DR. N . M APLESTON E AVE. W . TW ISTED CREEK N . ADALE AVE. N . M APLESTON E AVE. N . W ILLOWSIDE AVE. N . W ILLOWSIDE AVE. N . OAKSTON E AVE. N . ELM STON E AVE. W . DEER SPRIN GS DR. W . DEER SPRIN GS DR. BLOCK 6 BLOCK 11 5 1 0 2 6 I I BLOCK 4 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 8 BLOCK 7 BLOCK 7 BLOCK 9 BLOCK 10 BLOCK 12 8 9 1 0 1 1 2 1 3 1 4 3 4 6 7 8 9 7 8 9 1 0 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 2 3 4 5 6 7 8 1 0 9 8 1 1 2 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 1 3 5 4 6 3 4 5 7 1 1 0 9 8 I I I I D A D I TOT-LOT I W . TW ISTED CREEK N . OAKSTON E AVE. N . ELM STON E AVE. W . PHILOMEN A ST. N . M APLESTON E AVE. W . PHILOMEN A ST. W . PHILOMEN A ST. N . BLACK CAT RD. N . ELM STON E AVE. N . BLACK CAT RD. N . M APLESTON E AVE. W . DAPHN E ST. W . DAPHN E ST. W . AVILLA DR. N . ADALE ST. BLOCK 4 BLOCK 2 BLOCK 3 BLOCK 3 BLOCK 6 BLOCK 7 BLOCK 5 BLOCK 8 BLOCK 3 BLOCK 3 BLOCK 2 2 1 6 5 4 3 1 2 2 1 3 4 7 6 5 1 2 1 1 3 3 2 5 4 1 2 1 1 0 9 8 7 6 5 4 3 2 1 1 4 1 5 1 6 1 7 1 8 1 9 20 21 22 23 24 25 26 27 28 29 30 1 9 8 7 6 5 4 3 2 1 1 8 1 0 1 1 2 1 3 1 4 1 5 1 6 1 7 6 2 1 3 BLOCK 1 BLOCK 8 I A A D D I I I I I I I I I I N . M APLESTON E AVE. 2 3 4 5 6 9 1 0 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 20 21 22 24 25 26 27 28 30 31 9 8 7 6 5 4 27282930 232426 202122 1 9 1 8 1 4 1 23 7 25 21222324 1 7 1 8 120 9 1 5 1 6 1 3 1 2 1 1 0 9 8 6 5 4 3 2 29 32 1 2 25 31 N . W ILLOWSIDE AVE. 48.00' RIVA CAPRI ELM STON E APGAR W ILLOWSIDE IN DEX M AP - DON 'T DELETE M E W . GON DOLA DR. BLOCK 16 2 1 5 P P P P BLOCK 16 3 3 2 4 1 0 1 0 99 1 5 1 6 1 6 P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P 5 5 7 7 6 7 7 6 8 1 8 1 2 1 3x1 - 1 3x1 - 1 3x1 - 1 3x1 - 1 P P A 2x2- 1 2x2- 1 2x2- 1 2x2- 1 2x2- 1 2x2- 1 2x2- 1 2x2- 1 2x2- 1 2x2- 1 * * * * * * * * * * IRRIGATION PUMP STATION BLOCK 18 xx xx xx xx xx xx xx xx STORM DRAIN STORM DRAIN STORM DRAIN BLOCK 18 P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P R- 1 5 I I I I I N . BLACK CAT RD. N . ELM STON E AVE. W . LEIGHTON ST. W . DAPHN E ST. W . DAPHN E ST. N . M APLESTON E LANE I I I I I N . BLACK CAT RD. N . ELM STON E AVE. W . LEIGHTON ST. W . DAPHN E ST. W . DAPHN E ST. N . M APLESTON E LANE BLOCK 18 BLOCK 18 I I I I I 1 5.48 W . DAPHN E ST. P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P 3x1 - 1 3x1 - 1 3x1 - 1 3x1 - 1 P P 2x2- 1 2x2- 1 2x2- 1 2x2- 1 2x2- 1 2x2- 1 2x2- 1 2x2- 1 2x2- 1 2x2- 1 P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P 1 2 1 2 21 20 1 9 22 22 22 1 8 1 7 1 6 1 5 1 3 1 W . M cM ILLAN RD 2 5' 2 5' 2 5' M CMILLAN P DRAIN AGE R 48' R 2 8' R 2 8' R 48' R 48' R 2 8' 18' 8' 1 1 8' 1 8' 1 8' 7 2 ' 7 2 ' 754' 2 ' 7 2 ' 81 ' 54' 7 2 ' 81 ' 82 ' 81 ' 7 2 ' 2 5' 2 4' 50' 48' 1 0' 1 0' 1 0' 1 0.2 5' 1 2 ' 2,664 sf BLDG FOOTPRIN T 2,664 sf BLDG FOOTPRIN T 2,664 sf BLDG FOOTPRIN T 1 ,931 sf BLDG FOOTPRIN T 1 ,931 sf BLDG FOOTPRIN T 1 ,931 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 1 8' 1 8' 6 ' 6 ' 6 ' 6 ' 6 ' P N . OAKSTON E AVE. J UMP CREEK SUBDIVISION N O. 7 BOUN DARY 1 0 1 4 P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P 5' 2 5' D D D D A W . APGAR ST. W . RIVA CAPRI ST. R 1 5' 4 6 ' 3 4' R 2 0' 2 5' P P P P 45' 1 8' P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P M CMILLAN BLACK CAT 1 0 DRAIN AGE DRAIN AGE TOT-LOT 7 7 8 8 BLOCK 1 BLOCK 20 32 05/19/22 FP-2022-0004 R 2 8' R 48' R 48' R 2 8' 18' 8' 1 1 8' 1 8' 1 8' 7 2 ' 7 2 ' 754' 2 ' 7 2 ' 81 ' 54' 7 2 ' 81 ' 82 ' 81 ' 7 2 ' 2 5' 2 4' 50' 48' 1 0' 1 0' 1 0' 1 0.2 5' 1 2 ' 2,664 sf BLDG FOOTPRIN T 2,664 sf BLDG FOOTPRIN T 2,664 sf BLDG FOOTPRIN T 1 ,931 sf BLDG FOOTPRIN T 1 ,931 sf BLDG FOOTPRIN T 1 ,931 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 2,31 1 sf BLDG FOOTPRIN T 1 8' 1 8' 6 ' 6 ' 6 ' 6 ' 6 ' 1 0 1 4 5' 2 5' D D A CAPRI ST. R 1 5' 4 6 ' 3 4' R 2 0' 2 5' 45' 1 8' 1 0 DRAIN AGE DRAIN AGE 8 BLOCK 1 BLOCK 20 32 SCALE IN FEET 40 0 20 4080 1 "= 40' C UP SITE PLAN FOR J UMP C REEK NO. 7 LOCATED IN THE SE 1/4 OF THE SE 1/4 OF THE SE 1/4 OF SEC TION 28, T.4N. R.1W ., B.M . M ERIDIAN, ADA C OUNTY, IDAHO 2020 DEVELOPMENT FEATURES ACREAGE TOTAL PARCEL - 4.43 ACRES TOTAL LOTS - 12 BUILDABLE LOTS - 11 COMMON LOTS - 1 ZONING EXISTING - R-15 PROPOSED - R-15 SEWAGE DISPOSAL MERIDIAN CITY SEWER WATER SUPPLY MERIDIAN CITY WATER CITY MERIDIAN CITY SCHOOL DISTRICT MERIDIAN SCHOOL DISTRICT #2 FIRE DISTRICT MERIDIAN IRRIGATION DISTRICT SETTLERS IRRIGATION DISTRICT OWNER HEARTLAND TOWNHOMES PROPERTY MANAGEMENT LLC 9839 W CABLE CAR ST, SUITE 101 BOISE, ID 83709 DEVELOPER TRILOGY DEVELOPMENT SHAWN BROWNLEE 9839 W CABLE CAR ST., SUITE 101 BOISE, ID 83709 (208) 895-8858 ENGINEER DAVID A. BAILEY, P.E. BAILEY ENGINEERING, INC. 1119 E STATE ST., SUITE 210 EAGLE, ID 83616 (208)938-0013 SURVEYOR IDAHO SURVEY GROUP 9955 EMERALD ST. BOISE, ID 83704 (208) 846-8570 ARCHITECT THE ARCHITECTS OFFICE PLLC ROB TEBEAU 499 MAIN ST. BOISE, ID 83702 (208)343-2931 VICINITY MAP 1" = 500' NOTES: 1. STORM DRAIN WATER FROM PARKING AND BUILDINGS WILL BE ROUTED TO SURFACE DRAINAGE PONDS/SWALES. ALL STORMWATER RUNOFF TO BE RETAINED ON SITE. 2. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. 3. SLOPE OF SITE IS SUFFICIENT TO PROVIDE MINIMUM 0.4% GRADE AT ALL GUTTER FLOW LINES AND 1% ACROSS ASPHALT SURFACES. 4. THE SUBJECT PROPERTY DOES NOT FALL WITHIN ANY FEMA FLOOD HAZARD ZONE. REFERENCE FIRM PANEL 16001C0139J EFFECTIVE 06/19/2020 5. ALL COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE JUMP CREEK NO. 7 OWNERS ASSOCIATION OR IT'S ASSIGNS. 6. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT. 7. MERIDIAN WATER AND SEWER SHALL BE EXTENDED TO ALL LOTS. W . ASHTON DR. 1 BLOCK 7 6,500sf BOUN DARY LOT LIN ES ROAD CEN TERLIN E RIGHT OF W AY LOT N UMBER LOT AREA BLOCK N UMBER EASEMEN T CURB GUTTER SW STREET N AME HANDICAP RAMP SEWER LIN E W ATER LIN E STORM DRAIN LIN E PRESSURE IRRIGATION GRAVITY IRRIGATION FLOW ARROW FIRE HYDRAN T CATCH BASIN STREET LIGHT LEGEN D 1 2 " OF 6 " M INUS PIT R UN (PAR KING) 4" OF 3 /4" M INUS CR USHED AGGR EGATE 2 1 /2 " ASPHALT PR IVATE R OAD SECTION N OT TO SCALE 1 4" OF 6 " M INUS PIT R UN (APPR OACH AND STR EET R EPAIR ) N EW CHAIN LIN K FEN CE SITE FEATURES BUILDINGS TOTAL DWELLING UNITS - 44 TYPE A UNITS (3 BEDROOM) - 12 TYPE B UNITS (2 BEDROOM) -20 TYPE C UNITS (1 BEDROOM) - 12 PARKING REQUIRED SPACES: 82 SPACES PROVIDED: 100 ADA SPACES REQUIRED: 4 ADA SPACES PROVIDED: 4 INCLUDES 4 VAN ACCESSIBLE SPACES BICYCLE STALLS REQ: 4 BICYCLE STALLS PROVIDED: 4 MIN TRASH ONE 12'x12' SCREENED ENCLOSURE FIRE ACCESS ALL CURVES MIN 28' INSIDE/48' OUTSIDE. AMENITIES SEE LANDSCAPE PLAN FOR DETAILS SIGNS SEE LANDSCAPE PLAN FOR DETAILS LIGHTING - SHIELDED PARKING AREA LIGHT STANDARDS - LIGHTS AT ENTRIES ON EACH BUILDING L Y E I A B A. D I V A D P R O F E S S I O E N G I N E E R N A L R E G I S T E R E D S T A T E O F I D A H O 8 2 72 NOT FOR CONSTRUCTION D RAWN BY: C HECKED BY: N O. DATE DESCRIPTION REVISED P ROJECT: D ATE: SHEET TEL 208-938-0013 www.baileyengineers.com 1119 E STATE STREET, SUITE 210 EAGLE, ID 83616 CIVIL ENGINEERING|PLANNING|CADD ailey Engineering, Inc. C UP SITE P LAN J UMP CREEK NO. 7 T RILOGY DEVELOPMENT, INC. 1 0- 1 4- 2 0 C2 01 3 - 02 4 1 DAVID A. BAILEY P.E. DAB/KSC 2 - 1 0- 2 02 1 3 - 2 - 2 02 1 PR IVATE STR EET NOTATION J UMP CR EEK SUBDIVISION NO. 6 [ IN DEVELOPMENT] M cM ILLAN R D J UMP CREEK N O. 1 BLACK CAT ESTATES N O. 02 BLACK CAT ESTATES N O. 01 OAKCREEK N O. 01 OAKCREEK N O. 02 THE OAKS SOUTH N O. 03 OAKCREEK N O. 03 BLACK CAT R D J UMP CREEK N O. 6 J UMP CREEK N O. 5 P ROJECT S ITE J UMP CR EEK SUBDIVISION NO. 1 [ EXISTING] J UMP CR EEK SUBDIVISION NO. 6 [ IN DEVELOPMENT] EXISTING CR EASON LATERAL EASEMENT EXISTING ACHD STOR M DR AINAGE EXISTINGFACILITY ACHD STOR M DR AINAGE FACILITY EXISTING CR EASON LATERAL G- IR R LINE TO BE PR OTECTED EXISTING USER S G- IR R LINE TO BE PR OTECTED EXISTING CR EASON LATERAL OVER FLOW G- IR R LINE TO BE PR OTECTED NEW ACHD R OW LINE NEW ACHD R OW LINE NEW ACHD SIDEWALK NEW ACHD SIDEWALK NEW 8" SEWER NEW 8" W ATER NEW 8" W ATER EXISTING 8" SEWER & W ATER 8" SEWER & W ATER TO BE CONSTR UCTED W ITH J UMP CR EEK SUB NO. 6 NEW P- IR R LINE (ALL LOTS TO R ECEIVE A P- IR R SER VICE) TR ASH ENCLOSUR E LOCATION BICYCLE STALLS (4 M IN) ROW/TERMIN ATION OF PRIVATE STREET PRIVATE NEW 8" SEWER N . M APLESTON E DR. 05/19/22 FP-2022-0004