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Home My WebLink AboutFA-1.0 South Netherfield Way MERIDIAN CITY APPROVALLl �� \\ \ \ \\ VERTEX PHASE 2 2758 � \ \ \ \ \ SUBDIVISION / IMPRESSIVE EAST ' // RIDGE SUB N0. 1 // STA+63.26, 24.50'LT. /j/ // / DM 2760.01 EX-FOW Partners / // / // /'� 000,10 E LAKE HAZEL RD \ \ \\ c \\ o \ \\ \ STA+63.26, 29.50'LT. // // / 10000 \ \ \ mac^\ ��2759_ \ \ 2760.11EXBOW STA+63.27, 16.50'LT. \ \ \STA+70.65,29.50'LT. // //// y ��' 2815 East 3300 South, Salt Lake City, UT 84109 2759.85 EX-TBC 2760.16 BOWS / \,P /�' a (801) 305-4670 www.edmpartners.com ANTICIPATED END OF VERTEX 2 ROADWAY ° \ STA+75.65, 24.50'LT. IMPROVEMENTS: STA+0+63.28 2760.18 BOW STA+84.38, 38.92'LT.' /� i//� �O VERTEX STA+63.26, 16.50'RT. / 2755.73 WALL TOP,/ / / / SUBDIVISION \2759.85 EX TBC I- --- NO. 1 STA+63.30, 24.50:RT. \ STA+73.65, 16.50'LT. ^ STA+89.41, 31.69'LT. 2760.01 EX-FOW 2760.04 TBC / /2754. /j i/� �7\9 WALL BOTT �� E WICKHAM T \\ 'T ° \ STA+63.30, 29.50'RT. \ v ° STA+73.71, 16.50'RT1 / STA .43 W, 30.46'LT. j j j�i �SSFLOP� ???EX-BOW \\\> �/ p -2760.04 TBC � �� / / 2760.43 WALE 0 i�� pCG _ 27� KEEP 1 SCALE: 1" = 20' \ / / / STA+13.70, 30.30'LT. Ey• SITE LOCATIO SPOT ELEVATION LEGEND STA+70.73, 29.50'RT. /\ 2755.04 WALL BOTT 2760.18B� \ �� STA+23.65, 36.09'LT. STA+75.72, 24.50'RT. / 59 / / / / N VERTEX 60 EX-* EXISTING / 2760.18 BOW 2756.45 WALL TOP %/ 2753 ' >� / / � / � N SUBDIVISION 2 40 STA+84.64, 37.0T RT. oo / / STA+13.35, 29.08'LT.�/ // / NO. 2 OWNER' / 2755.74 WALL TOP / 2760.33 WALL TOP / ///j TBC TOP BACK OF ROLLED CURB / \/ / / -r \ - / / �� Dawson Ranch, LLC / STA+89.62, 29.81'RT. / ` / STA+35.31, 29.54'LT. �� f 9 // 2754.76 TBC / 2759.97 BOW"k�/� A LOT 2 3 o GLEY DR 6865 S. Pemberley Pl. TOA TOP OF ASPHALT / / " / / / \\ / // STA+29.53, 16.50'LT. EX. TOP OF BANK /j �� °/ 2759.66 TBC \ - Meridian, ID 83642 BOW BACK OF WALK // / STA+04.29, 30.54'RT. / / � n s / / �\/ / / 27 FARR LATERAL Contact:Jarron Langston // / 2754.89 WALL BOTT /, / / ^ �� /_ _ � /�/ PHONE: (208)724-6239 FOW FRONT OF WALK // / / �P�� , %� / /� �/� 5"sI +07.32, 38.34'RT.j / O wq�K ° n WALL TOP TOP OF WALL ,/ / 27_56.50 WALL TOP /j / / �^,\ ° u STA+50.01, 0.00'LT. STA+11.76, 16.50'LT. /STA+15.45,29.50'RT. 2759.38 TOA �" / ,n 2755.70 TBC WALL BOTT BOTTOM OF WALL /�`EX TOE OF BANK ��//�760.2� 5 BOW, r� / N NOTES: SS�OPO STA+16.72, 16.50'RT. '� ��` / 2759.95 TBC 91,E _ N �, �, 1. This drawing is considered preliminary unless N s s s 2+00 A affixed with a municipal approval or E S. NETHERFIELD WAY \ accompanied by a separate approval document. �fl\J _ _ q f ►- - } 2. All sanitary sewer improvements shall conform STA+11.76,0.00'RT. STA+50.01 with the standards and specifications of the END OF ROADWAY 2755.78 TOA STA+11.76, 16. RT. 2753.75 TI 50' City of Meridian. / CONSTRUCTION: STA+1+23.34 2755 VICINITY MAP.70 TBC 3. All culinary water improvements shall conform SEE KEEP WEST IMPROVEMENT MERIDIAN, ID with the standards and specifications of the �O PLANS SHEET PP-1.1 FOR SCALE: 1" = 500' ROADWAY CONTINUATION 2759 City of Meridian. NOTE: VERTEX 2 SUBDIVISION IS UNDER CONSTRUCTION AT THE TIME OF ISSUANCE OF 4. All improvements in the public right of wayshall conform with the standards and e n ° THIS PLAN SET. TIE-IN ELEVATIONS ARE BASED UPON FINISH GRADE INFORMATION FOUND specifications of the Ada Count Highway ON 'VERTEX SUBDIVISION NO. 2" CONSTRUCTION PLANS, DATED MAY, 2021 AND SIGNED s p y 2759 5/10/2022. District (ACHD) and the Idaho Standards For Public Works Construction-ACHD Supplement CONTRACTOR TO VERIFY CURRENT CONDITIONS OF VERTEX SUBDIVISION CONSTRUCTION (ISPWC-ACHD). AND NOTIFY THIS ENGINEER IF FOUND CONDITIONS (ELEVATIONS, HORIZONTAL 5. All private improvements shall conform to Idaho LOT 5 ti�5� LOT 4 LOCATIONS, ETC) DIFFER FROM REPORTED CONDITIONS. Standards For Public Works Construction (ISPWC) standards and specifications. ^mob 6. Contractor to field locate and verify the horizontal and vertical location of all utilities prior to beginning work. 2770 ^O N C0 O 2765 N m o 2765 co PVI STA: 2+64.63 STA 0+63.21,VERTEX 2 SUBDIVISION, � APPROX. E. CAVERN DR. FINISHED GRADE, N PVI ELEV: 2752.02 N AD: 5.84% CURRENTLY UNDER CONSTRUCTION. 12 a� M U K: 26.00 W THE KEEP Ln CONTRACTOR TO COORDINATE WITH N N m LVC: 151.78 '' PHASE 2 ADJACENT DEVELOPER AND ACHD. Co Co LOW PT STA: 3+40.51 KEY MAP 2760 ^ LOW PT ELEV: 2751.20 2760 C \ +_ FA-1.0 SEE KEEP WEST BRIDGE N � \ PLANS FOR ROADWAY m w \ CONTINUATION J 2755 w / 2755 VERTICAL SCALE: 1" = 5' ENDIMPROVEMENTS a STA 1+11.18 EXISTING GRADE @CL APPROX. PROPOSED CULVERT, EL=2756.06 SEE STRUCTURAL SHEETS 3:1 MAX. - - - - - 0 2.5 5 10 15 2750 �� - - - - - - - - - - - - - - - - - - 2750 APPROVED FOR CONSTRUCTION: These plans are valid for construction only with the signature of the design engineer on the line below. 2745 2745 Approved Date 3 v ONAL FN 2740 2740 0+50 1+00 2+00 3+00 14176 S. NETHERFIELD WAY - FARR LATERAL CROSSING o 12/19/24ro w HORIZONTALSTA OOSCAOLE+40- 20 R N�PJ�� VERTICAL SCALE: 1" = 5' c. 0 SHEET INDEX Farr Lateral N SHEET NUMBER TITLE g rossin South Netherfield Way FA-1 .0 SOUTH NETHERFIELD WAY PLAN Et PROFILE •� Plan & Profile a FA-1 .1 SOUTH NETHERFIELD WAY UTILITY PLAN Et PROFILE PROJECT DATUM PROJECT: w DRAWN BY: CRS FA-2.0 NOTE SHEET 1) ALL CONTOURS ON KEEP PARCEL WERE DERIVED FROM AN OPUS SOLUTION USING PID DL7721 P023 MCCLLAIR_ID2007 REVIEWED BY: ERB N CORS GRP AND AJ3346 IDTD IDAHO DOT CORS ARP AS WELL AS GPS OBSERVATIONS AND ARE ON NAVD 88 DATUM. REVISIONS: 5001 STRUCTURAL NOTES 2) PROJECT TEMPORARY BENCHMARK ELEVATION WERE ESTABLISHED BY GPS OBSERVATIONS. No. DATE REMARKS i~ 5101 CULVERT SECTIONS - TBM #1 = SET SCRIBED "X" AT THE BACK OF THE WALK ANGLE POINT ON THE WEST SIDE OF "EAST RIDGE" SUBDIVISION ENTRANCE. ± 26.06 SOUTHEAST OF THE WATER VALVE BEHIND THE BACK OF WALK ALONG LAKE HAZEL ROAD, ± 40.70' S102 CULVERT LAYOUT PLAN SOUTHEAST OF "HUNTER" SPRINKLER CONTROL BOX WEST OF THE MOST WESTERLY ENTRANCE PILLAR, ± 9.85 WEST OF LAKE HAZEL ROAD AND ROSCH WAY STREET STOP SIGN. S103 CULVERT FOUNDATION PLAN EL = 2754.97' k - TBM #2 = SET MAG NAIL AT THE FRONT OF THE WALK ON NORTH SIDE OF LAKE HAZEL ROAD, NORTH OF THE S104 CULVERT DETAILS NORTHEAST CORNER OF THE PROJECT. ± 9.40' SOUTH OF THE SOUTHEAST CORNER OF THE IRRIGATION BOX, ± 39.43' DATE: a 5105 REINFORCING DETAILS WING WALL SECTION SOUTHWEST OF THE TELEPHONE RISER NORTH OF THE BACK OF WALK, ± 46' NORTH OF THE CENTERLINE OF LAKE October 9, 2024 HAZEL ROAD. s~ 5106 DETAILS EL = 2745.31' SHEET NUMBER: W FA�leO a