The URL can be used to link to this page

PZ - Sewer ProfilesI 0 20 40 60 80 SCALE: 1 "=20' / K/ i — — 8.0' ��/ J� Lq 3. 0' 12" GRAVITY IRR LINE N EP � EP E� EP ❑HP OHP OHP 11 ❑F� OHP OHP OHP OHP OHP TTT OHP OHP ❑HP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP ❑HP ❑HP OHP OHP oma— OHP ❑ P ❑HP ❑HP ❑PIP OHP OHP OHP OHP OHP ❑ � FA In EP EP EP EP EP EP EP EP EP EP EP E EP EP EP P EP EP EP EP EP EP EP EP EP EP P SEP EP EP EP EP EP 8"S 8"S 8"S 8"S 8"S EP EP 8"S EP 8"S / SIGH -al S. EAGLE ROAD SMH-A1 0+00 � 1 +00 2+00 + 3+00 4+00 � 5+00 6+100 I- - - - - - I - - - - - - - - - I - - - _ - - J - - - - T - - - N W W W W W W W W W WW W W W W W W W W W W W W W W EP EP EP EP EP BO EP EP EP EP EP EP EP EP 404 LF OF 12„PVC EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP 0+00 1+OOLJ 3+00 400 5+00 0+00 2776,0 I ,� I 277,0 2772,0 27710 I U HI 2768.0 ------------w 2768,0 ----------------_— wl — --------__ 0 PVI STA, 6+25.46 w 2764,0 -----_—___—_— PVI KLE m 2764,0 o� cu 00 � 904652,25 00 � 200,00 +Ln VC _ _ cu —_—�—� QUW ¢W L6UI 2760,® _ _ — — �' a � U' cu \ W ~ W 2760,0 Ul7 UW — _ i U 2756e0 EXIST, PAVEMENT @ CENTERLINE — — 3.47X — — — — _ I 276.0 2752,0 0 396 LF 8” PVC @ S=1,0% I I 2752,0 2748;0 2748,0 2744,0 2744.0 2740.02740,'0 RIM 2756,70 4' DIA. MANHOLE (TYPE A) SEWER STA, 4+89.04 SMH A-1 // INV. 2741.00 (N. OUT) INV. 2741.10 (E.&W. IN) 2736,0 I 2736,0 REV, DATE: SCALE: CIVIL ENGINEER: CONTACT DESIGNER: PROJECT NO, STAN McHUTCHISON 2818 N MULE DEER WAY RICHARD L. GREEN 7663 W. SUNDANCE DR. KEEP S UBDI VISION BEING A PORTION OF THE NE 114 SOUTH EAGLE ROAD 17-010 HORIZ V=20' VERT, F)=4) MERIDIAN, IDAHO 83646 BOISE ID. 83709 of SECTION 5, T 2N , R.1E., B.M. PLAN AND PROFILE SHEET (208) 484-9781 (208) 362-4022 CITY OF MERIDIAN, ADA COUNTY ID STA. 0+00 t 0 6+00 _ �� ' �� 0 20 40 60 80 in SCALE: 1 "=20' II I II I 12" GRAVITY IRR LINE ,F3'0 I EXIST. CURB, GUTTER & W I I I I � III I -------s----- _ ❑FSP OHP — T OHP 1 OHP —OHP bHR \E] P OHP OHP —OHP – — - - – – – OHP AHP AHP – – –, – – – OHPOHP ❑ ❑HP �i ( 1 OHP OHP ❑HP OHP OHP OHP ❑HP OHP ❑HP ❑HP OHP ❑HP OHP ❑HP OHP OHP OHP OHP OHP OHF - OHP ❑HP OHP ❑HP OHP OHP OHP OHP OHP OHP ----------- _- - – – – – – – – — – – – – – — – – – – — – – �_–!---------------------!-____ – -------------- J EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP P EP EP EP EP EP EP EP EP EP EP EP EP 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S S. EAGLE ROAD 8"S 8"S SMH—A2 8"S 8"S 8"S 8"S 8"S "S EXIST. 12" IRR. PIPS 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 6+00 7+00 8+00 9+00 10 00 11+00 12+00 — — — — — — L — — — — t — — — — — — — 534 LF OF 12" PVC — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W W W W W W W W W W W W W W W W W W W W W W W H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O - H2O - H2O H2O H2 EP EP EP EP EP EP EP EP EP EP EP EP //— EP EP EP EP EP EP EP �e EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP Q EP 1 UNPLATTED 6+00 7+00 8+00 9+00 10+00 11+00 12+00 PVI STA. 6+25.46 27640 PVI ELEV, 2752,25 K = 90.46 200.00 VC I/610 2760.0 Ln 0 N 276000 r -,N I Q i J + M U 2756.O W ; i 1 � V).4 moo -z 30 0 20 40 60 80 SCALE: 1 "=20' I � \ \ \ 25.0' I II II II II \ I II II \ II II II II \ \ 00 OHP OHP OHP - OHP OHP OHP OHP OHP OHP ❑HP OHP OHP OHP OHP OHP OHP EX. -FH OHP OHP OHP ; �.,\ OHP 0 Pte— ❑IAP/— OHP OHP I \]HP OHP -� —-------- \ \ OHP OHP�ST.CURB, GUTTER --------- ---tie—=°�e�--�HP— & WALK -❑kf' 1 \ I P —/ ❑H OHP OHP , 50' o1010 IO'I-----------------------------'—------T------, I I _ _ _ —L ------ / L ------------- — - - _ _ - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - — OHP —� ❑HP — OHP — OHP — ❑HP \ OHP — ❑ P — OHP — OHP OHP — ❑HP — OHP ❑HP — OHP — OHP — OHP — OHP — OHP OHP ❑HP OHP OHP HP O OHP OHP OHP OHP — — — — — — — — — — — — — — — — — — -- ---------------------- ------------ ---------------------- o \ � T 8"S 8"S 8"S N SMH-A3 8'S 8"S 8"S 8"S o 8"S I 8"S 8"S 8"S 8"S N 0 8"S 8"S 8"S 8"S EP EP EP EP EP 8"S 8"S 8"S 8"S 8"S EP EP 8"S 8"S EP EP EP EP EP 8"S 10' S 10' S EP EP EP 10' S 10' S 10' EP EP EP S 10' S 10' S EP 10' 12+00 12+00 C3 S. E ROAD— 16+00 — — — — — — -- 1If-Aa — — — — — — — — 17+00 — — — — — — — — — — — — — — — — — — — — — 18+00 — — -- - - - - -�13+00 - - - - - - -14+00 - - - - -- - - -15+0o- i —— — ----4 H2O — H2O H2O 2- --H — H20 H20 H20 H20 H2O H2O H2O H2O — 20 H2O H20 H20 H2O 7- —i- —— H2O H2O H20 H20 H2O H2O — H2O — H2O H2O — H2O — H2O H2O H20 H20 H2O H20 H20 — H2O H20 H20 H2O H2O H2O — H20 H20 H2O — H20 LO H2O H2O — H2O H2O H2O — H2O — H2O EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP 12+00 13+00 14+00 15+00 16+00 19+00 18+00 2760,0 M 2760,0 2756.0 2756,0 2752.0 2752,0 274,0 I v 27400 2744,0 - - ------_ EXIST, PAVEMENT @ CENTERLINE w v 2744,0 --- I __ z 2740.0 ------ ------- 274000 2736.0 398 LF 8" PVC @ S=1,0% 2736,0 2732,098 RIM 2744,30 LF 8" PVC @ S=1,0% 273200 4' DIA, MANHOLE (TYPE A) SEWER STA. 12+90 SMH A-3 INV. 2732.96 (S. IN) 0 INV. 2732,86 (N. OUT) 2728.0 RIM 2738.60 2728,0 4' DIA. MANHOLE (TYPE A) SEWER STA. 16+92 SMH A-5 INV. 2728.88 (S&NW, IN) INV. 2728.78 (10" N. OUT) 2724.0 272400 2720°0 272000 REV, DATE: �� CIVIL ENGINEER: CONTACT/DESIGNER: PROJECT �O STAN McHUTCHISON 2818 N MULE DEER WAY RICHARD L. GREEN 7663 W. SUNDANCE DR. KEEP SUBDIVISION BEING A PORTION OF THE NE 114 SOUTH EAGLE ROAD 17-010 HORIZ 1))-20' VERT, 1"-4' MERIDIAN, IDAHO 83646 BOISE ID. 83709 OF SECTION 5, T 2v , R.1 E. , B.M. PLAN AND PROFILE SHEET (208) 484-9781 (208) 362-4022 CITY OF MERIDIAN, ADA COUNTY ID STA. 12+ 00 to 18+ 00 �� ®� �� 1 O Io N 2 O m I I13 I N r� 2 o_ I v I a I o = 2 ITl a 0 20 40 60 80 NI I ar 1 SCALE: 1 "=20' ,� I W N m O I T PP I a Z o N_ I Ill\ O N T TES TEii -�1-1= �"3 TEi� � I \ Tf /J�- O N_ \ OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP r OHP 0 IP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPP \ OHP OHP OHP T OHP OHP OHP OHP TOH TE 13 �SMHH�A5 I F,o EP EP 10' S 10' S EP EP EP EP EP EP EP EP P E EP 10' S 10' S 10' S 10' S 10' S 10' S 10' P EP EP EP 10' S 10' S 10' S EP EP I 10' S 10' S 10' S 10' sl \ 10' S 10' S 10' S o SMH—A4 J — — — — — — — 18+00 — — — — — — — — — — — — — — — — — — — — — — — — — — 19+00 — — — — — — ---------------------�— 20+00 — 21 000 S. EAGLE ROAD H2O H2O - H2O - H2O H2O H2O - H2O H2O H2O - H2O - H2O H2O - H2O - H2O H2O H2O - H2O H20H20 - H2O - H2O H2O H2O - H2O H2O H2O o_ - H2O - H2O H2O - H2O - H2 H2O H2O - H2O EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP � F � d3 d3 — �� X31 31 T�31 X31 }31 x-31 X31 \ 1 18+00 19+00 20+00 21+00 400 5+00 6+00 2756.0 EXIST. — — — PAVEMENT @ CENTERLINE 27 5,0 2752.0 2752.0 2760.0 276'0,0 2744.0 2740 2740.0 2740.0 2736,0 — _ 398 LF 10" PVC @ S=1,237 — — 273&0 2732.0 27310 272,0 2728,0 2724,0 RIM 2730.60 2724,0 4' DIA. MANHOLE (TYPE A) SEWER STA. 20+94 SMH A-5 INV. 2723.90 (S. 10" IN) 2720,0 INV. 2723.80 (N. 10" OUT) 2720,0 REV, DATE: SCALE: CIVIL ENGINEER: STAN McHUTCHISON 2818 N MULE DEER WAY CONTACT DESIGNER: RICHARD L. GREEN 7663 W. SUNDANCE DR. KEEP S UBDI VISION BEING A PORTION OF THE NE 114 SOUTH EAGLE ROAD PROJECT NO, 17-010 HORIZ F)=20' VERT, 1))-4) MERIDIAN, IDAHO 83646 BOISE ID. 83709 of SECTION 5, T 2v , R.1E., B.M. PLAN AND PROFILE SHEET (208) 484-9781 (208) 362-4022 CITY OF MERIDIAN, ADA CO UNTY ID STA. 18+00 to 21+00 _ �� ' LEGEND o o N — — — — RIGHT—OF—WAY LINE H2O H2O H2O EX—WATERLINE _ — — CENTERLINE/SECTION LINE (nom ►Z = ° w lolls lolls EG EG EG PROPOSED 10" SEWER EX—GRAVEL DRIVEWAY 12"w 12"W PROPOSED 12" WATER m �-1 — x x x x x x x— EXISTING FENCES EP EP EP OHP OHP OHP EXISTING EDGE OF PAVEMENT 0 20 EXISTING OVERHEAD POWER 40 60 80 EXISTING PIPES A — SCALE: 1"=20' TE+ T« TE+ T N T 2sas MJR 5' CONTOUR LINES MNR 1' CONTOUR LINES PP EXISTING OVERHEAD POWER POLE _ N °N T O O j �^ O PROPOED SEWER MANHOLE ° Fo ^cv O�iP �v�-- OH OHP OF OHP O OHP OHP OHP OH O OJdP� OHP OHP HP OH O I= = OLO 3: HPP O N � EP EP EP EP EP EP EP E EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EI 10'I s S 10" S 10" S 10" S " S o 10" S " 10" S 10" S 10" lolls lolls lolls lolls 10" S lolls 0" S lolls 10" S lolls lolls SMH—A6 lolls lolls lolls lolls 10" s 10" 0 lolls d 21+00 22+00 + 24+00 25+00 26+00 7+00 S. EAGLE AD 1� OH2O 4 O o� � EP EP �Q EP EP EP EP EP EP EP EP EP P EP P EP EP EP EP EP EP EP EP ��l :31 X31 -�31 EP / / "9 / EG Q I EP �Q ti ti�1� G EG � EG EGG ,L1 EG EG EG EG L / �G GEn EG EG EG EG � x �O w EG 21+00 22+00 25+00 24+00 25+00 26+00 2i+00 27300 2732,0 2728.0 2728.0 2724,0 2724,0 \ \ EXIST. PAVEMENT @ CENTERLINE 2720.0 RIM 2730.60 \ 2720,0 4' DIA. MANHOLE (TYPE A) SEWER STA. 20+94 SMH A-5 INV. 2723.90 (S. 10" IN) 116.0 INV. 2723.80 (N. 10" OUT) 2716.0 3g6 2712.0 �� PVC@ 2712.0 Se S'g8% � � 2710&10 270H 2704.0 RIM 2708.20 4' DIA. MANHOLE A) 396 LF 10" PVC @ S=2 272000 2720.0 26�''��10 SEWER STA. 28+94 INV. 2700.10 (S. (TYPE 80% SMH A-6 10" IN) 26�96 INV. 2700.00 (N. 10" OUT) REQ. DATE; SCALE: KEEP S UBDI VISION BEING A PORTION OF THE NE 1/4 OF SECTION 5, T. 2N., R.1E., B.M. SOUTH EAGLE ROAD PROJECT NO, 17-010 HORIK 1"=20' VERS', 1))=4' PLAN AND PROFILE SHEET CITY OF MERIDIAN, ADA COUNTY ID STA. 21+00 to 27+00 C_14 OF 2 LEGEND — — — — RIGHT—OF—WAY LINE EXISTING i H2O H2O H2O EX—WATERLINE HOME — — CENTERLINE/SECTION LINE (nom 1111111111110--Z -lolls lolls PROPOSED 10" SEWER L _ _ _ _ _ _ J EG EG EG EX—GRAVEL DRIVEWAY 12"w 12"W PROPOSED 12" WATER m — x x x x x x x— EXISTING FENCES EP EP EP EXISTING EDGE OF PAVEMENT 0 20 40 60 SO OHP OHP OHP EXISTING OVERHEAD POWER — — EXISTING PIPES SCALE: 1"=20' I 2685 MJR 5' CONTOUR LINES MNR 1' CONTOUR LINES X PP I x o / o f EXISTING OVERHEAD POWER POLE 0 I w O X O PROPOED SEWER MANHOLE oo(D 0 0 o x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x E —47-- x x x — — n- X—X—X — — — W — O x — — P — — — HP�� OH OHP OHP — — — — — — OHP Lu OHP OHP OHP OHP OHP — OHP — — — — — — — — HP — HP OHP — — — OHP OHP — — OHP EP EP EP EP EP EP EP EP EP EP EP EP P EP EP E NLO EP EP EP EP P 1 "P EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EF 10" 10"S 10" 10"S 10"S 0 11 7+00 10 10"S 10"s 10"S 28+00 10"S 10"s 10"s 29+00 10"S 10"S 10"S 10"S 10"S 10"s 10"S 10"s 10"S 10"s 30+00 31+00 10"S 10"S 10"s 10"S 10"S 10's 0 32+00 10"S 10"S 10"S 10" 3 +00 -100 EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP — 2695 EG EG x 0 Lu 27+00 28+00 29+00 30+00 31+00 32+00 33+00 16.00 EXIST. PAVEMENT @ CENTERLINE 2716000 2712.0 27100 270800 2708.0 2704.0 27K0 2100.0 ��_---------------- 2700.0 --� 269600 396 LF 10" —�, ��\�---_-- �._-- -- 2696.0 PVC @ S-2.80% 26910 296 LF 10" PVC @ S=0.35%2688.0 269.0 �� RIM 2699.30 165.52 LF 10" PVC @ S=0.35% 4' DIA. MANHOLE (TYPE A) SEWER STA. 32+94 SMH A-7 RIM 2697.20 INV. 2688.92 (S. 10" IN) SEWER STA. 35+94 SMH A-8 INV. 2688.82 (N. 10" OUT) INV. 2787.68 (S. 10" IN) 2684,0 INV. 2787.78 (N. 10" OUT) 26840 26K0 2640,0 R\EK DATE; SCALE: PROJECT NO, KEEP S UBDI VISION BEING A PORTION OF THE NE 1/4 OF SECTION 5, T. 2N., R.1E., B.M. SOUTH EAGLE ROAD 17-010 HORIK 1"=20' VERS', 1))=4' PLAN AND PROFILE SHEET C45 OF 2 CITY OF MERIDIAN, ADA COUNTY ID STA. 27+00 t0 33+00 a a C O dy O \ m 0 20 40 60 80 d &0 SCALE: 1"=20' w x xxx x xxxxxxxxx—x—xx P EP _ a -CL -- -- -- -- - -- -� -- `� - -- -- -- a OHP OHP O P OHP OHP Q OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP EP EP EP EP EP EP EP EP py P EP EP-� N O EP O LEGEND lolls lolls lolls lolls lolls S SMH—A9 1/16 COR. o S. EAGLE ROAD ::�::�3 +00 34+ 34+38.05 H2O H2O H2O RIGHT—OF—WAY LINE EX—WATERLINE CENTERLINE/SECTION LINE lolls lolls PROPOSED 10" SEWER EP EP EP EP EP EP EP dyo EP SFA EG EG EG EX—GRAVEL DRIVEWAY a 12°w 12°w PROPOSED 12" WATER �- - 2695 d3 d3 d3 a —xxxxxxx— EP EP EP EXISTING FENCES EXISTING EDGE OF PAVEMENT � 011� OHP OHP OHP — — EXISTING OVERHEAD POWER EXISTING PIPES �� c PROPOSED 8 SEWER LINE TO THE TURF I I L — — J 2685 MJR 5 CONTOUR LINES FARM SUBD. INV.=2685.74 MNR 1' CONTOUR LINES PP f EXISTING OVERHEAD POWER POLE y O PROPOED SEWER MANHOLE rn 55+010 54+00 55+00 16.00 EXIST. - - PAVEMENT @CENTERLINE 2716x00 2712.0 2712.0 270800 2708.0 2704.0 2704°0 2700.0 2700.0 X60600 - _ _ , , �-- - - - - - _ 165.52 LF 10" PVC @ S=0.35% O 269600 26 910 26910 2688.0 2688.0 RIM 2695.80 4' DIA. MANHOLE (TYPE A) 268400 SEWER STA. 37+63.52 SMH A-9 INV. 2787.10 (N.&S. 10" IN) 2684.0 INV. 2787.00 (W. 10" OUT) INV. 278.00 (E. 8" OUT) 26K0 2680.0 REV, DATE; SCALE: KEEP S UBDI VISION BEING A PORTION OF THE NE 1/4 OF SECTION 5, T. 2N., R.1E., B.M. SOUTH EAGLE ROAD PROJECT NO, 17-010 HORI , 1"=20' VERS', 1))=4' PLAN AND PROFILE SHEET CITY OF MERIDIAN, ADA COUNTY ID STA. 33+00 to 35+00 ,C_16 OF 26 N 1 00 0 O 3 W -.4 ►E N � Do I 3 0 20 40 60 80 Q SCALE: 1 "=20' 00 I 3W � H 3 W i n M M mill ill 111 584 LF OF 8" PVC 26' 5 1 ill ll -0000 W W W W W W W W W W W W W L� W W W W W W W 6 W W W W W W 1+00 2+00 + 3+00 + 4+00 + 5+00 - - - - - - - - -� - - - - - - - - - - - - - -- - - - -- 6 - -_�--� + S 3 SINGLE Y DRIVE L' &--,,�8 S 52' "S 8"S 8"S 8"S 8"S 8"S 8"Sf 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8�— 0 +7 (� 00 3 FH iULL- OD 0 LL- J (1\c O + I L0 U N W I I D+OBD 1+00 2+00 3+00 4+00 s+p0 6+00 PVI STA. 5+85.33 PVI ELEV, 2758.17 HIGH PT. STA. 6+65.95 HIGH PT. ELEV, 2757.68 X766 ® = 3 41.4 7 400.00 VC 2766bK m cu M Ln Ui ,,0 00 u') + r- M N it>2, J v d > 27610 M_ I� +N U W CD >U CL> L f 1i 1.1 w Li EXISTING GROUND --------- 275&0> > -------------------- Ln 0.82%--------------------- _ --- 1,99% 2754b ----- PROPOSED CENTERLINE W W 275H 275UW Z H J Z U 746.0 RIM 2755.40 334.14 LF 8u PVC @ S=0,6% ~ 2746P0 4' DIA, MANHOLE (TYPE A) SEWER STA, 0+00 SMH B-1 INV. 2746.33 (E. OUT) RIM 2757.40 7 4' DIA. MANHOLE SEWER STA, 3+38.14 INV, 2744.23 (E. (TYPE A) SMH B-2 OUT) �74� 0 INV. 2744,33 (W. IN) 2738,0 2738,0 3`F,I,) 27X0 2730J) 27RO 27X0 27X0 REV. DATE: SCALE: CIVIL ENGINEER: CONTACT DESIGNER: PROJECT NO. STAN McHUTCHISON 2818 N MULE DEER WAY RICHARD L. GREEN 7663 W. SUNDANCE DR. KEEP S UBDI VISION BEING A PORTION OF THE NE 114 BINGLEY DRIVE 17-010 HIORIK I =209 VERT, 1 BOISE ID. 83709 OF SECTION 5, T 2N R.1 E. B.M. PLAN AND PROFILE SHEET MERIDIAN, IDAHO 83646 , , �� (208) 484-9781 (208) 362-4022 CITY OF MERIDIAN, ADA COUNTY ID STA. 0+00 t O 6+00 N 'co 00 W� � � co = o w p 8 S \ = w o 3 8'S \ i 0 20 40 60 80 I w w W 30' �✓ 52 `� \ op SCALE: 1 "=20' o 3 I 15' 8 S 3 1 + _ S p 8� (� a_H w \ I S <F s O \p�C �4 w w00 Qi 3 \ = I 0 S8 \ �✓ o I v1 - Li B S8 \ \ S8 W - - 9+0p S8 �f- - _ W 314 LF OF " PVC CO W W W W W W BINGLEY DRI 10+00 00 - - - - - v W 1 \ 1 1 +00 w cn W W �J W� o I + CO0 ,n - -\ - W �-11 +93359 G S 8"S 8"S 80'S "S 80'S 8"S 8"S 8' 8"S 8"S 8"S 8"S 8"S "S= 0 N w a- w x 0 I 3 w o� � w I I CL 3 w _ D- o w I w 6+DO 9+00 8+00 9+00 10+00 11+00 12+00 M I� M d- ln I� OD 0 + r- r- (u 2762,0 a > m CC) 2762.0 W J �,D ('M Ln �W l+N > H -- �> EXISTING GROUND � '> 1711bw --------------------------------------------------------------- ------------------- - aw 275&0 ----------------------- ------------ 0,35% � � 1.48% � 2754e0 ----------------- �' 2754,0 PROPOSED CENTERLINE w w 27 51H 2750,0 w z H J 2746,0 2746,0 Q 183.90 LF 8" PVC @ S=0.5% O 114,11 LF 8" PVC @ S=0.5% 289,51 LF 8" PVC @ S=0.5% 2742,0 RIM 2757.30 27420 4' DIA, MANHOLE (TYPE A) RIM 2756.90 SEWER STA, 5+26,04 SMH B-3 4' DIA, MANHOLE (TYPE A) 0 INV. 2743.21 (E. OUT) SEWER STA. 6+44.15 SMH B-4 RIM 2756,80 4' DIA. MANHOLE (TYPE A) INV. 2743.31 (NW.&W. IN) INV. 2742.54 (E. OUT) S, EAGLE ROAD INV. 2742.64 (W. IN) SEWER STA. 4+89.04 SMH A-1 273,0 INV, 2741,00 (N. OUT) 273H INV, 2741,10 (E,&W, IN) 2734,0 2734,0 2730.0 2730,0 2726,0 2726.0 REV, DATE: SCALE: CIVIL ENGINEER: CONTACT DESIGNER: PROJECT NO, KEEP S UBDI VISION BINGLEY DRIVE STAN McHUTCHISON RICHARD L. GREEN 17-010 HORIZ V=20' VERT, F)=4) 2818 N MULE DEER WAY 7663 W. SUNDANCE DR. BEING A PORTION OF THE NE 114 MERIDIAN, IDAHO 83646 BOISE ID. 83709 of SECTION 5, T 2N , R.1E., B.M. PLAN AND PROFILE SHEET (208) 484-9781 (208) 362-4022 CITY OF MERIDIAN, ADA CO UNTY ID STA. 6+00 t 0 11+93.59 _ �� ' N 'co 00 W� � � co = o w p 8 S \ = w o 3 8'S \ i 0 20 40 60 80 I w w w 30' �✓ 52 `� \ op SCALE: 1 "=20' o 3 I 15' 8 S 3 1 w + H _ \ I S <F s O \p�C �4 w w00 rQ,i I W 3 sa \ AMU = I I \ w B S8 \ \ S8 W - - 9+0p s,8 �f- - _ W 314 LF OF " PVC CO W W W W W W BINGLEY DRI 10+00 00 W W 1 \ 1 1 +00 w � W W �J CL W� o I I + 11 +93359 G S 8"S 8"S 80'S "S 80'S 8"S 8"S 8' 8"S 8"S 80'S 8"S 8"S "S= 0 N I w a- w x 0 I 3 w d a o w I CL 3 w _ D- o w I w 6+DO 9+00 8+00 9+00 10+00 11+00 12+00 M I� M d- ln I� OD 0 + r- r- (u 2762,0 a > m CC) 2762.0 W J �,D ('M Ln �W l+N > H -- �> EXISTING GROUND � 1711bw ------ - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- ------------ — ------ - aw 275&0 ----------------------- ------------ 0,35% � � 1.48% � 2754e0 ----------------- �' 2754,0 PROPOSED CENTERLINE w w 27 51H 2750,0 w z H J 2746,0 2746,0 Q 183.90 LF 8" PVC @ S=0.5% O 114,11 LF 8" PVC @ S=0.5% 289,51 LF 8" PVC @ S=0.5% 2742,0 RIM 2757.30 27420 4' DIA, MANHOLE (TYPE A) RIM 2756.90 SEWER STA, 5+26,04 SMH B-3 4' DIA, MANHOLE (TYPE A) 0 INV. 2743.21 (E. OUT) SEWER STA. 6+44.15 SMH B-4 RIM 2756,80 4' DIA. MANHOLE (TYPE A) INV. 2743.31 (NW.&W. IN) INV. 2742.54 (E. OUT) S, EAGLE ROAD INV. 2742.64 (W. IN) SEWER STA. 4+89.04 SMH A-1 273,0 INV, 2741,00 (N. OUT) 273H INV, 2741,10 (E,&W, IN) 2734,0 2734,0 2730.0 2730,0 2726,0 2726.0 REV, DATE: SCALE: CIVIL ENGINEER: CONTACT DESIGNER: PROJECT NO, KEEP S UBDI VISION BINGLEY DRIVE STAN McHUTCHISON RICHARD L. GREEN 17-010 HORIZ V=20' VERT, F)=4) 2818 N MULE DEER WAY 7663 W. SUNDANCE DR. BEING A PORTION OF THE NE 114 MERIDIAN, IDAHO 83646 BOISE ID. 83709 of SECTION 5, T 2N , R.1E., B.M. PLAN AND PROFILE SHEET (208) 484-9781 (208) 362-4022 CITY OF MERIDIAN, ADA CO UNTY ID STA. 6+00 t 0 11+93.59 _ �� ' � 6 \ S OD I N �� ► /`1 00 r °° N u O i I3a 0 20 40 60 80 I 00 SCALE: 1 "=20' OD cn o o 300 ILL ly ZO vi i C7 "S 8"S 8"S 8"S 8"S "S 8"S 8"S 8"S 8„S $S 4+00 5+00 5+ .35 BENNET COURT W W W W 242 LF OF 8” PVC W W W W W W O 8;€ 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S BENNET COURT w w w w w w w w w Q I 194 LF OF 8" PVC 00 INNE300::1 0 t+ a I oOD� OD �r I O 0+00 1+00 2+00 3+00 4+00 ;+00 0 0 0 N 2764,0 0 L j o L j 2764,0 C) + (LJ + (LJ o j Ln Ln M ui Q W Q W H J J o� o ON I� MN 2760,0 fnW (�WLn o+ N LO 2760,0 CL a -M H J i 1 ----___ _ _ PROPOSED CENTERLINE PROPOSED CENTERLINE CL CL 2756,0 _--- 1,73% ---'-------- 0.92% --------------------------------- > > 275&0 _ 0,937. 0.32% ------------------------------------------------- ---------- 27�2 � EXISTING GROUND EXISTING GROUND 2710 2748°0 2740234.55 LF 8" PVC @ S-0.67 234.55 LF 8" PVC @ S=0.67 69,79 LF 8" PVC @ S=0,6% 72,12 LF 8" PVC @ S=0.6% RIM 2755,40 4' DIA, MANHOLE (TYPE A) 198,30 LF 8" PVC @ S=0.67 SEWER STA, 5+90,76 SMH C-4 2740 INV. 2747,06 (E. OUT) 2744,0 0 RIM 2755,40 4' DIA. MANH❑LE (TYPE A) 4IMD A75MAN7 0H❑LE (TYPE A) 4.70 RIM 2754,70 4' DIA, MANHOLE (TYPE A) SEWER STA. 2+02.30 SMH C-1 SEWER STA, 2+76,09 SMH C-2 SEWER STA, 3+52,21 SMH C-3 RIM 2757,30 4' DIA. MANH❑LE (TYPE A) INV, 2744.50 (SE, OUT) INV, 2745,02 CSE. OUT) INV, 2745,55 (SE. OUT) SEWER STA. 7+81.98 SMH B-3 INV, 2744,60 (NW, IN) INV. 2745,12 (NW. IN) INV, 2745,65 (W, IN) 2740,0 INV. 2743.21 (SE, OUT) 270;0 INV, 2743.31 (NE. IN) 276,0 2736,0 2732,0 2732,0 REy, DATE: SCALE: CIVIL ENGINEER: CONTACT DESIGNER: PROJECT NO, KEEP S UBDI VISION BENNET COURT STAN McHUTCHISON RICHARD L. GREEN 17-010 HORIZ V=20' VERT, F)=4) 7663 W. SUNDANCE DR. BEING A PORTION OF THE NE 114 2818 N MULE DEER WAY MERIDIAN, IDAHO 83646 BOISE ID. 83709 OF SECTION 5, T 2N , R.1E., B.M. PLAN AND PROFILE SHEET (208) 484-9781 (208) 362-4022 CITY OF MERIDIAN, ADA COUNTY ID STA. 0+00 t O 5+33.95 _ �� ' 00 O � r N 00 + + C\y ~ a d r� FH c� e"s "S 8•s e"S e"s 8"S e•s e•S 8•sc� s"s s" s"s s"s s"s 8"s PEMBERLEY LANE s"s "s $ S $ 0 1+00 + 18.88 s"s 8"s 8"s 8"s 8"s s's s"s s"s s"s v� 5+00 0 PEMBERLEY COURT " — — L — — — —2 00 — — — 3+00 — +— 4+00 4+29.38 _ _ — �— — W 8" PVC 4 � PVC W 1 W4 LF OF W W W W W W W W — W W W LF OF W W W W 334 LF OF PVC W W W W W i _Tl :c �� ►z 0 20 40 60 80 SCALE: 1 "=20' 0+00 1+00 2+00 3+00 4+00 5+00 2764,0 o� 2764°0 276®°0 t (L1 r- t0 1,0 276x0°i0 •4 N J M (U 2756,0 UW j PROPOSED CENTERLINE Q N J U w 2756°0 >U -- Z7 ----------- 0,46% � 27,510 ------------------------------------------------------------------------ EXISTING GROUND ------------------------------------ EXIS 274.0 103,00 LF 8" PVC @ S=0,6% 274°0 744' 2744.0 341,03 LF 8" PVC @ S=0,4% LF 8" PVC @ S=0.4% 7+°0 RM 2.25170.90 4I DIA75 MANHOLE (TYPE A) SEWER STA, 0+5.00 SMH D-1 RIM 2753.80 4' DIA, MANHOLE (TYPE A) N__SEWER STA, 1+13.00 SMH D-2 274®°® INV, 2742.43. (N. OUT) INV. 2741.71 (E. OUT) RIM 2752,20 INV. 2741.81 (N&S, IN) 4' DIA, MANHOLE (TYPE A) SEWER STA. 4+58.03 SMH D-3 27360 INV. 2740,24 (N. OUT) INV. 2740,34 (S. IN) 27X0 2732°0 2732°0 2728,0 2728,0 R''V, DATE: SCALE: CIVIL ENGINEER: CONTACT DESIGNER: PROJECT NO. STAN McHUTCHISON 2818 N MULE DEER WAY RICHARD L. GREEN 7663 W. SUNDANCE DR. KEEP S UBDI VISION BEING A PORTION OF THE NE 114 PEMBERLEY LANE 17-010 HORIZ F)=20' VERT, 1))-4) BOISE ID. 83709 of SECTION 5, T 2N R.1E., B.M. PLAN AND PROFILE SHEET MERIDIAN, IDAHO 83646 , �� ®� �� (208) 484-9781 (208) 362-4022 CITY OF MERIDIAN, ADA COUNTY ID STA. 0+00 t O 5+40 I r I N N + � � O N � 0) U I 8„S - 8„s +00 — -1 I 8 W ENEDE S W — 8„s c� s"s s"s 8"S 8" s 8"S 8"s 8"s 8"s 8" s B � 8"S 8"S 8"s 8" s 8"S 8"s $'S 1-0+00 _ _ W OF 8" PVC 8's 8„s 6+00 _ - - 7+00 - - --i - - +71.6 8+00 - - ' JAJVL 9+100 __-� 198 — $„s I's _ - - - - - - - - - _ W W � 8s�8"s 5+00 - _ �- W W W W W W W W 144. LF OF 8" PVC W W W W W 197 LF OF 8” PVC W W W 30"00- _ —�— W W - W W 4 LF OF 8" PVC c' FH N O+ c U co U CL 0 20 40 60 80 SCALE: 1 "=20' 6+00 7+00 8+00 9+00 10+00 11+00 2764.0 PVI STA, 7+71,67 PVI ELEV, 2750,84 2764,0 LOW PT, STA, 8+03,51 LOW PT, ELEV, 2751,69 K = 934,62 2760,0 800,00 VC PROPOSED CENTERLINE 276001 2756,0 2756,0 2732,0 EXISTING GROUND 27510 EXISTING GROUND 274.0 " PVC @ S=0,4% 170,90 LF 8" PVC @ S=0,4% 128,95 LF 8" PVC S=0.4% @ O 204.31 LF 8" PVC @ S=0.4% 2748,0 2744.0 2744,0 2740,'0 274®0 RIM 2751,70 198,01 LF 8" PVC @ S=0.4% 4' DIA, MANHOLE (TYPE A) RIM 2751.60 SEWER STA. 6+32,88 SMH D-3 4' DIA. MANHOLE (TYPE A) INV. 2739,45 (N. OUT) SEWER STA, 7+65,83 SMH D-5 273'6,0 INV. 2739.55 (S, IN) INV. 2738.84 (N. OUT) INV, 2738,94 (E. IN) RIM 2751.90 4' DIA. MANHOLE (TYPE A) RIM 2 RIM 4' DI SEWER STA, 9+74,19 SMH D-6 SEWE INV. 2737.92 (NW. OUT) INV. INV, 2738.02 (SE, OUT) INV. 2732.0 2732.0 2728,0 2728,0 REV, DATE: SCALE: CIVIL ENGINEER: CONTACT DESIGNER: PROJECT NO, STAN McHUTCHISON 2818 N MULE DEER WAY RICHARD L. GREEN 7663 W. SUNDANCE DR. KEEP S UBDI VISION BEING A PORTION OF THE NE 114 PEMBERLEY LANE 17-010 HORIZ F)=20' VERT, 1))=4) BOISE ID. 83709 of SECTION 5, T 2N R.1E., B.M. PLAN AND PROFILE SHEET MERIDIAN, IDAHO 83646 , �� (208) 484-9781 (208) 362-4022 CITY OF MERIDIAN, ADA COUNTY ID STA. 5+40 TO 11+00 co o N Icu o , = o v c cn o - N -o I = T + I O I = 0 20 40 60 80 0o ` i a SCALE: 1 "=20' o w X o u EP I EP I x ocuL O 1 "S 8"S � I N i i a I 13 00 jow— = o _ N N d3 I COLLINS AVENUE a� 0 0-00:c O � N' Lo O 1+00 cfl 2 0::CO6::: o O r 00 3+00' -� 3+21.9 Ui J W W W W 332.90' LF OF 8" PVC W W W W W W W x o fTl N _ W W W �--� W oW = o c O llii—i O 4 N x 0 = I o N_ = fTl V o fl = o I� = I o N 0o x N ` C I O 2 .,s 8°s C3 cluI Vl 1 Nv 1 = N o I 0+00 1+00 2+00 3+00 4+00 5+00 2776.0 2776.0 27710 27710 276H I + 2768,0 +o u� co coo t0 + of 2764e0 M Q W 2764.0 H J ( W 0 0 0 � � � > > (L 0- q 0 of r, 27%0 CD N CD —_-----__--- H J Li --- ------_ 2756.0 j > > ----------- --------2-4—%-----—--- 275U — -------------------- -------- 2752.0 2752.0 274&0 274.0 REV� DATE: SCALE: CIVIL ENGINEER: CONTACT DESIGNER: PROJECT NO, KEEP S UBDI VISION COLLINS AVE. & W. LAKE HAZEL STAN McHUTCHISON RICHARD L. GREEN 17-010 HORIZ V=20' VERT, P=4) 2818 N MULE DEER WAY 7663 W. SUNDANCE DR. BEING A PORTION OF THE NE 114 MERIDIAN, IDAHO 83646 BOISE ID. 83709 of SECTION 5, T 2N , R.1E., B.M. PLAN AND PROFILE SHEET (208) 484-9781 (208) 362-4022 CITY OF MERIDIAN, ADA COUNTY ID STA. 0+00 3+27.94 �� ®� �� ' FH N 3 W-44 3 0 20 40 60 80 aSCALE: 1 "=20' O u 3 i 460 LF OF 8" PVC W Wo'v 11 P, INW W W W W W W W W W W W W W W W W W 15+73.70 1+ 0 2+ 0 3+ 0 4+ 0 4+50 - - - - - - - - I - - i --- - - - J - - � - - 0DARC Y COURT 8"S 8"S 8"S 8"S 8"S S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8" 8„S 8„S B"S 8"S $»S $»S 8„S � »S $„S S 8"s N 00 (� OD N N 8"s 8'S (n � _ 8"s OD W 40 8 "S 0+00 1+00 2+00 '1+00 4+00 5+00 6+00 2768,0 oLn 276H 2764°0 2764.0 o LO u� 00 +(u 2761U 60;0 CD q-N CD + � N � W 2760,0 �W EXISTING GROUND jW J W------------------------------------------------------- a- i 27 ------------------------------- ---_------- ----------------------------- ------------ — 2756,0 CL -- ------------------- ----------------- -------------------- 0.33% -----_ ----- -- PR❑P❑SED CENTERLINE 27 510 CD „I 0i CLI I 2752.0 I U U 2748°0 z V) 2748,0 w I w w w 2740 w ISI H I H J 2744.0 J U U 2740.0 < 27400 276.0 368,01 LF 8” PVC @ S=0.4% 396 LF 8” PVC @ S=0.4% 276,0 RIM 2754.14 5' DIA. MANHOLE (TYPE A) 2732,0 SEWER STA, 16+49,54 SMH INV. 2734.93 (W. IN) D-9 RIM 2755.14 7' 2732,0 INV. 2735.03 (E, OUT) 5' DIA, MANHOLE (TYPE A) SEWER STA. 20+49.54 SMH D-10 INV. 2733,35 (W. IN) INV. 2733.25 (SW. OUT) REV, DATE: SCALE: CIVIL ENGINEER: CONTACT DESIGNER: PROJECT NO, STAN McHUTCHISON 2818 N MULE DEER WAY RICHARD L. GREEN 7663 W. SUNDANCE DR. KEEP S UBDI VISION BEING A PORTION OF THE NE 114 DARC Y COURT 17-010 HORIZ F)=20' VERT, 1))-4) MERIDIAN, IDAHO 83646 BOISE ID. 83709 of SECTION 5, T 2N , R.1E., B.M. PLAN AND PROFILE SHEET (208) 484-9781 (208) 362-4022 CITY OF MERIDIAN, ADA COUNTY ID STA. 0+00 t O 4+50 C-23 ®� 206 N I 13+00 0 20 40 60 80 SCALE: 1 "=20' y w L / QO w ,.Sc $ N \ 2 o � cy 8 S \ 8S CC) �\ w 8'p / co \ IV / 3 8'S � \ 7\ � 00 co � \ \ W ' 0� �6•�S �llQ 8'S / d \ co 8 S �,IV 3 / 8'S o �S coo \ \ all Go 00 / 3 L` O � � J co I 11+00 12+00 13+00 14+00 15+00 16+00 11+00 27%0 %0 2764.0 o I- o 2760.0 r- Lo 27%0 r- cu in Cd lf) N J W 275U2756,0 2736,0 w PROPOSED CENTERLINE __________________ PROPOSED CENTERLINE-------------------------------- 0.39% _------------------------- 2752.0 _—____------------------- 272.0 ____________---_-- — EXISTING GROUND 2740 274,0 2744,0 27 44, 0 2740.0 2740,0 101.33 LF 8" PVC @ S=0,4% 368,01 LF 8# PVC @ S=0.4% 2 3'6,0 RIM 2754.20 RIM 2752.72 27360 4' DIA. MANHOLE (TYPE A)4' DIA, MANHOLE (TYPE A) :D-8 SEWER STA, 11+72.201 SMH D-7ZZ SEWER STA. 12+77,53 SMH INV. 2737.02 (SE. IN) INV, 2736,61 (W. IN) INV. 2737,12 (NW. OUT) INV, 2736.51 (E. OUT) REV, DATE SCALE: CIVIL ENGINEER: CONTACT DESIGNER: KEEP S UBDI VISION PEMBERLEY LANE PROJECT NO, STAN McHUTCHISON RICHARD L. GREEN 17-010 HORIZ F)=20' VERT, 1))-4) 2818 N MULE DEER WAY 7663 W. SUNDANCE DR. BEING A PORTION OF THE NE 114 MERIDIAN, IDAHO 83646 BOISE ID. 83709 of SECTION 5, T 2N , R.1E., B.M. PLAN AND PROFILE SHEET (208) 484-9781 (208) 362-4022 CITY OF MERIDIAN, ADA CO UNTY ID STA. 11+40 TO 15+73.70 C=22 ` ' FH N 3 W-44 3 0 20 40 60 80 aSCALE: 1 "=20' O u 3 i 460 LF OF 8" PVC W Wo'v 11 P, INW W W W W W W W W W W W W W W W W W 15+73.70 1+ 0 2+ 0 3+ 0 4+ 0 4+50 - - - - - - - - I - - i --- - - - J - - � - - 0DARC Y COURT 8"S 8"S 8"S 8"S 8"S S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8"S 8" 8„S 8„S B"S 8"S $»S $»S 8„S � »S $„S S 8"s N 00 (� OD N N 8"s 8'S (n � _ 8"s OD W 40 8 "S 0+00 1+00 2+00 '1+00 4+00 5+00 6+00 2764,0 00 I I 2764,0 2764°0 2764.0 2760,0 0+ CD � I 2760,0 ocu N w EXISTING GROUND J ------- ------------------ CL -- ------------------- ----------------- -------------------- ----_------------------ 0,33% -----_ ----------------------------- ------------ — ----- ------- 276,0 PROPOSED CENTERLINE CD CD o u- o U-; 27510 LO Ln N 2752.0 o n - O ^ cu J U W U 2748°0 CL j I 2744.0 wI w w w V) 2740 w w ZIZ 1-4 J J 2744.0 2 = U U 2740.0 < 27400 276.0 368,01 LF 8” PVC @ S=0.4% 396 LF 8” PVC @ S=0.4% I 276,0 RIM 2754.14 5' DIA. MANHOLE (TYPE A) 2732,0 SEWER STA, 16+49,54 SMH INV. 2734.93 (W. IN) D-9 RIM 2755.14 7: 2732,0 INV. 2735.03 (E, OUT) 5' DIA, MANHOLE (TYPE A) SEWER STA. 20+49.54 SMH D-10 INV. 2733,35 (W. IN) INV. 2733.25 (SW. OUT) REV, DATE: SCALE: CIVIL ENGINEER: CONTACT DESIGNER: PROJECT NO, STAN McHUTCHISON 2818 N MULE DEER WAY RICHARD L. GREEN 7663 W. SUNDANCE DR. KEEP S UBDI VISION BEING A PORTION OF THE NE 114 DARC Y COURT 17-010 HORIZ F)=20' VERT, 1))-4) MERIDIAN, IDAHO 83646 BOISE ID. 83709 of SECTION 5, T 2N , R.1E., B.M. PLAN AND PROFILE SHEET (208) 484-9781 (208) 362-4022 CITY OF MERIDIAN, ADA COUNTY ID STA. 0+00 t O 4+50 C-23 ®� 206 W a W y I x ❑ ti x W N 's ❑ cu EH W W W W� ►E y I ❑ I N = O .y 0 W S ❑ W 0 20 40 60 80 zy oCD I N_ W . I N W SCALE: 1 "=20' ❑ I I o = I+ N o W y W • DARCY COU T o cu = W = CL W w w w w w w w I + 4+00 4+50 I ,n I ❑ .fir _ /"s x ❑ I O W I � ❑ W W S 81,S 8"S 8"S 8"S 8"S - 8"S S cu 8's y Ga d d , 8" s 8„S _ • _ s I C3W + ❑ W 8s�8" s w cd ❑ _ co _ 8"s 8's r^ W y I 1 • ❑ N_ W _ 8 s O rl 8's �O 8 „^ _8"s�❑ w I N_ W 8"s I y I N 8"s ❑ CD ., 8,s 8S I a_ 0cuW to = w 8,s ❑ I + I 8"s y I N x 8's a ❑s 8 "S W Icu W a 8's I 0 x TH ❑ W 3 = W o I o0 0C3 I C3oa = o I Lri W 0+00 1+00 2+00 3+00 4+00 -------------------------------------- -------------- —-------- -- ----------________ EXISTING GROUND -------------- CD ---- --------------- 27510 C5 ui -_-__--J' ��\\ 2752,0 Ln N _ Q� N PROPOSED CENTERLINE W 274.0 ~ F-:27400 �� 8,0 2748,0 4,45% \�\ o C6 M .. .. \`� 2749,0 W Z Ld Q w J 2744.0 J I Z J to W �� n U U a- 2741H `�� 2740.0 2736,0 I 27X0 2732,0 396,55 LF 8" PVC S=111% @ . 2732,0 RIM 2755,14 5' DIA. MANHOLE (TYPE A) SEWER STA, 20+49,54 SMH D-10 INV. 2733,35 (W, IN) INV. 2733,25 (SW. OUT) 0 2728,0 I RIM 2766.60 272,0 4' DIA, MANHOLE (TYPE A) S. EAGAL ROAD SEWER STA, 16+93,10 SMH A-4 INV. 2728.88 (S&NW, IN) INV, 2728,78 (10" N. OUT) REV� DATE: SCALE: CIVIL ENGINEER: CONTACT DESIGNER: PROJECT N. O, KEEP S UBDI VISION DARC Y COURT STAN McHUTCHISON RICHARD L. GREEN 17-010 HORIZ V=20' VERT, F)=4) 7663 W. SUNDANCE DR. BEING A PORTION OF THE NE 114 2818 N MULE DEER WAY MERIDIAN, IDAHO 83646 BOISE ID. 83709 of SECTION 5, T 2N , R.1E., B.M. PLAN AND PROFILE SHEET (208) 484-9781 (208) 362-4022 CITY OF MERIDIAN, ADA COUNTY ID STA. 0+00 t O 4+50 C=24 ` W a W y I x ❑ ti x W N 's ❑ cu EH W W W W� ►E y I ❑ I N = O .y 0 W S ❑ W 0 20 40 60 80 zy oCD I N_ W . I N W SCALE: 1 "=20' ❑ I I o = I+ N o W y W • DARCY COU T o cu = W = CL W w w w w w w w I + 4+00 4+50 I ,n I ❑ .fir _ /"s x ❑ I O W I � ❑ W W S 81,S 8"S 8"S 8"S 8"S - 8"S S cu 8's y Ga d d , 8" s 8„S _ • _ s I C3W + ❑ W 8s�8" cd _ s w ❑ co _ 8"s 8's r^ W y I 1 • ❑ N_ W _ 8 s O rl 8's �O 8 „^ _8"s�❑ w I N_ W 8"s I y I N 8"s ❑ CD ., 8,s 8S I a_ 0cuW to = w 8,s ❑ I + I 8"s y I N x 8's a ❑s 8 "S W Icu W a 8's I 0 x TH ❑ W 3 = W o I o0 0C3 I C3oa = o I Lri W 0+00 1+00 2+00 3+00 4+00 -------------------------------------- -------------- —-------- -- ----------________ EXISTING GROUND -------------- CD ---- --------------- 27510 C5 ui -_-__--J' ��\\ 2752,0 Ln N _ Q� N PROPOSED CENTERLINE W 274.0 ~ F-:2748,0 �� 2748,0 4,45% co \�\ o aco WI W (Um t0 W M N \\`� w 2749,0 W Z W < J 2744.0 I Z to W U u U 0 -0- -0- ' �� 2741H F- I `�� 2740.0 2736,0 I 27X0 2732,0 396,55 LF 8" PVC @ S=1,11% 2732,0 RIM 2755,14 5' DIA. MANHOLE (TYPE A) SEWER STA, 20+49,54 SMH D-10 INV. 2733,35 (W, IN) INV. 2733,25 (SW. OUT) 0 2728,0 I RIM 2766.60 272,0 4' DIA, MANHOLE (TYPE A) S. EAGAL ROAD SEWER STA, 16+93,10 SMH A-4 INV. 2728.88 (S&NW, IN) INV, 2728,78 (10" N. OUT) REV� DATE: SCALE: CIVIL ENGINEER: CONTACT DESIGNER: PROJECT N. O, KEEP S UBDI VISION DARC Y COURT STAN McHUTCHISON RICHARD L. GREEN 17-010 HORIZ V=20' VERT, F)=4) 7663 W. SUNDANCE DR. BEING A PORTION OF THE NE 114 2818 N MULE DEER WAY MERIDIAN, IDAHO 83646 BOISE ID. 83709 of SECTION 5, T 2N , R.1E., B.M. PLAN AND PROFILE SHEET (208) 484-9781 (208) 362-4022 CITY OF MERIDIAN, ADA COUNTY ID STA. 0+00 t O 4+50 C=24 `