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HomeMy WebLinkAboutPre-plat PRELIMINARY PLAT FOR LINE TABLE CURVE TABLE ALAMAR SUBDIVISION LINE BEARING LENGTH CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH 0 L1 N89'25'33"W11.91 11.91 C1 85.68 190.00 25'50'10" S13'29'30"W 84.96 SE 1/4 OF THE SW 1 /4 OF SECTION 10, T.3 N . , R. 1 W. , B.M. co L3 NO'34'27"E5.35 5.35 C2 76.48 171.50 25'33'00" S13'21'00"W 75.85 0 0 L4 N89'25'33"W22.50 22.50 C3 71.31 208.49 19'35'50" S16'50'50"W 70.96 MERIDIAN , A DA COUNTY, IDAHO PROJECT SITE -> L5 S0'34'20"W11.74 11.74 C4 23.57 208.38 6'28'50" S3'48'50"W 23.56 0 Q QD U L6 S13'27'44"E3.01 3.01 C5 28.27 18.00 90'00'00" S44'25'30"E 25.46 Y U 22 L7 NO'34'27"E27.09 27.09 C6 28.27 18.00 90'00'00" S45'34'30"W 25.46 L8 N0'34'27"E16.43 16.43 C7 13.39 13.00 59'00'00" S59'55'40"E 12.80 SITE DATA FEMA NOTE m _ ly 1. PROJECT LOCATION: MERIDIAN IDAHO THIS PARCEL LIES WITHIN ZONE X: Z z L9 N89'25'33"W10.00 10.00 C8 65.97 42.00 90'00'00" N44'25'30"W 59.40 2. PROJECT ELEVATIONS ARE BASED FROM NAVD 88 DATUM PER MAP NO.16001CO250J,EFFECTIVE DATE 10/2/2003. zi 3. PROPERTY SIZE......................................5.63 acres ZONE X:AREA OF MINIMAL FLOOD HAZARD z W L10 NO'34'27"E19.19 19.19 C9 65.97 42.00 90'00'00" N45'34'30"E 59.40 4. EXISTING ZONING...................................RUT -J 5. PROPOSED ZONING................................TN-R c L11 N89'25'33"W10.00 10.00 C10 13.97 22.00 3622'50" S17'37'00"E 13.74 P_ N a N r� 6. BUILDABLE LOTS.....................................50 BENCHMARKS L12 N0'34'27"E16.43 16.43 C11 13.75 28.00 28'08'30" N14'38'40"E 13.61 SINGLE FAMILY DETACHED..............18 TBM 1-NO.99G A SPIKE NAIL-EL=2648.91' W. FRANKLIN RD. � z SINGLE FAMILY ATTACHED...............32 TBM 2-W.C.-EL=2651.30' 7. COMMON LOTS........................................5.....(48,308 sqft) TBM 3-SPIKE NAIL- 1.30' 2.35' L13 NO'34'27"E27.09 27.09 C12 6.79 23.95 16'14'10" S7'30'10"E 6.76 8. AVERAGE LOT SIZE(BUILDABLE).........2,659 sgft o TBM 4-#5 BAR W/CAP PLS 8793-EL=2654.41' Q 9. OPEN SPACE.......................43,048 sgft(17.55/0) c L14 S13'27'44"E3.01 3.01 C13 6.86 28.00 14'02'10" N6'26'40"W 6.84 O 10. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS L16 S89'25'33"E10.00 10.00 C14 4.83 48.00 5'45'40" S10'35'00"E 4.82 IN EFFECT AT THE TIME OF THE RE-SUBDIVISION Ln 11. BUILDING SETBACKS ALONG WITH DIMENSIONAL STANDARDS FOR THIS SUBDIVISION SHALL BE SHEET INDEX Q O o L17 N0'34'29"E18.77 18.77 C15 6.93 48.00 8'16'30" S3'33'50"E 6.93 IN COMPLIANCE WITH THE APPLICABLE CITY OF MERIDIAN ZONING STANDARDS. SHEET 1-PRELIMINARY PLAT U U rrn 12. SANITARY SEWER AND WATER SYSTEMS SHALL BE PROVIDED BY THE CITY OF MERIDIAN. SHEET 2-PRELIMINARY SEWER PROFILE Y C o � L18 S89'25'33"E10.00 10.00 C16 11.76 48.00 14*02'10" N6'26'40"W 11.73 13. ALL STORM WATER FACILITIES SHALL BE CONSTRUCTED PER ACHD POLICY. SEEPAGE BEDS SHEET 3-PRELIMINARY SEWER PROFILE Q E N E AND/OR STORM WATER RETENTION PONDS SHALL BE UTILIZED IN THIS PROJECT. SEEPAGE SHEET 4-PRELIMINARY SEWER PROFILE m 0- ai (n O L19 NO'34'27"E16.43 16.43 C17 6.86 28.00 14'02'10" S6'26'40"E 6.84 BEDS WILL BE PLACED WITHIN THE ROAD RIGHT-OF-WAY AND/OR COMMON AREAS. RETENTION T 'T v PONDS WILL BE CONSTRUCTED IN COMMON AREAS. cii > m (n '5 L20 NO'34'27"E21.34 21.34 C18 2.84 47.99 3*23'10" S19'47'10"W 2.83 14. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, p 0 -0 t� r" WHICH STATES: AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF 3 v N p L22 S89'25'33"E3.50 3.50 C19 10.21 28.00 20'54'00" N11'01'30"E 10.16 SO°34'26"W 187.11' ��� NOT A NUISANCE-EXCEPTION. NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR O EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY - J t o 0 L23 SO'34'27"W37.87 37.87 C20 17.51 48.00 20'54'00" N11'01'30"E 17.41 O1 145.15'-LOT 1-1,979 SF PI- _ R1 r'� -0 - L o NO'34'27"E 37.77' C2p CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER W J N a 3 0O �_ C21 NO'34'27"E 61.55' IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION, FACILITY OR v L24 S89'25'33"E5.00 5.00 C21 10.21 27.99 20'54'30" S11'01'40"W 10.16 t .� 3 N J 14.80' -I EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE VICINITY MAP o p 3 C22 14.67 47.99 17*31'10" S9'20'00"W 14.62 L17 °O SS LOT 2 SS o SS PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE 40 0 20 40 80 z � SS-2,541 SF N SS IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL it Q001 c o a L19 L20 C19 _ FACILITY OR EXPANSION THEREOF. O N I r / C18 C22 NO'34'27"E 61.55'�I 16.5' 16.5' �� 15. PRESSURE IRRIGATION SHALL BE PROVIDED PER IDAHO CODE,SECTION 31-3805. SCALE IN FEET w 0 16. ONSITE POWER POLES TO BE REMOVED. ALL POWER WILL BE MADE SUBSURFACE. 1 =4O II 0 12.0, 17. LOTS 13 BLOCK 1, LOTS 1 &9 BLOCK 2,AND LOTS 1,&25 BLOCK 3 ARE COMMON LOTS TO BE o LOT 5 ,i, I o 18.5' 23.3' I OWNED AND MAINTAINED BY THE ALAMAR PLACE SUBDIVISION HOME OWNER'S ASSOCIATION. 0 0 U 2,343 SF M 2 062 SF 00 ,`0 3,811 SIF o SS Y H Y H � N oQw oQw N U Cn w w U W L�iI00 - J M ENER L LE END <r R/W ¢ w _ °r- NO'34'27°E 76.00' w CD I� NO'34'27"E NO'34'27"E 6� FOUND ALUMINUM CAP MONUMENT S$ PROPOSED SEWER SERVICE 2401- EXISTING CONTOUR LINE SS EXISTING SEWER MANHOLE = CD w U 11.0' 37.0' 11.0' O O CD 00 35.41' 34.00' 0 SET 5/8 IRON PIN"PLS SD PROPOSED STORM DRAIN - S S- EXISTING SEWER MAIN CO EXISTING CLEANOUT ~ D Q 18.5' 18.5' NI o3 LOT o I N cn z >_ w CD00 N r0 `-) 2,356 SF SS O FOUND 1/2"IRON PIN PROPOSED PRESSURE IRRIGATION - W W- EXISTING WATER MAIN Q w w Cp Dr-- _: w N b r, N PI d 4 EXISTING FIRE HYDRANT w w � C/LF CALCULATED POINT w O N SO'34'27"W 76.00' CO PROPOSED CLEANOUT UP EXISTING UNDERGROUND POWER _ 2.0' 5.0' 6.0' 2.0' 14.5' 14.5' 2.0' 6.0' 5.0' 2.0' W w PROPERTY BOUNDARY ��\ EXISTING STREET LIGHT ~ I , Z PROPOSED FIRE HYDRANT OF, EXISTING OVERHEAD POWER Q = Q o LOT 6 LOT 7 6 12.0' EASEMENT �Q� EXISTING POWER POLE z O 2,357 SF in 2,072 SF `� PROPOSED GATE VALVE EXISTING GRAVITY IRRIGATION ® w FLAT 2% 2% FLAT in , LOT 9 o v� - z O w w N - SECTION LINE IRR z w �n Q z �- - ^ 2,519 SF EXISTING FENCE O I I I °N° M M I © PROPOSED BLOW OFF X Q = ~ CONCRETE SIDEWALK 2.5" OF ASPHALT PAVEMENT CONCRETE SIDEWALK I00 mo` \L12 L13 C17 C16- NO'34'27"E 61.55' b�_---S 00 CENTERLINE / pROPOSEDWATERSERVICE EG EXISTING EDGE OF GRAVEL w Q = -< w U (PER ACHD SUP. SP-3, 0.50" (1/2") MIX, (PER ACHD SUP. 4 SSS LOT LINE O = Q w � J DWG. SD-709 PG 58-28 DWG. SD-709 V_SS- LOT 10 0o SSA w I' PROPOSED STREET LIGHT IR EXISTING IRRIGATION MANHOLE ~ z Iw Ow ((n J SS 2,534 SF-SS o SS+° GI PROPOSED GRAVITY IRRIGATION MAIN o b� O 4" OF 3/4" MINUS AGGREGATE I v� o w j J w J 6' PLANTER 6' PLANTER L10 (71 V6-SS `� SSA M PROPOSED PI SERVICE Ow EXISTING WELL CD z w J 14" OF 6" MINUS PIT RUN �n W PROPOSED WATER MAIN w w - W/ ROOT BARRIER W/ ROOT BARRIER 14 C13-NO'34'27"E 61.55' a`V, r❑ EXISTING TELEPHONE PEDESTAL z Q = Cw J wQ > U /L8 L7 C15 C • PROPOSED SEWER MANHOLE 3" ROLLED CURB & GUTTER 33.0'STREET SECTION 37.0'RIGHT-OF-WAY 3" ROLLED CURB & GUTTER -- o 0 o N S PROPOSED SEWER MAIN 1/4 CORNER 5 Cl- w p CP&F N0. 2018-088996 Q z o w V o Z p O S J (PER ACHD SD-702) 1"=10' (PER ACHD SD-702) IF o C M 2 493'SIF M SS w O o LOT 11 � LOT 12 � 12.p' I w O J ~ N ICI 2,372 SF M 2,075 SF M SO'34'27"W 76.00' O O CD cn in I U n (n 12.0' _ w w N 'aN o o (/) w O w Y O a rn 00 o LOT 14 o SS p 20.0' CROSS O U METAL END SECTION z - M , 2,356 SF M N o ACCESS I z z w0 SSCO D1 SO'34'27'W 145.82' J BLIND FLANGE EASEMENT N W/ TRASH RACK „ _ SO°34 27 W 250.26 _ _ 35.82'_ 34_00' L- -76.00'- _ _ SO°34 27 W 55�7.46 �,_ _ _ 146.75' _ _ • /_71.08' B -PI-31.00'--31.00'--31.00'- PI-31.00' 31.�' 31.00' PI-31.00' 31.00' 31.00' 46.00' PI 77.00' 48.00' PI 48.00' 48.00' 48.00' 48.00' 48.00' 50.00' LOT 1 �� �- �- -r 3 2650� CO 9\2,341 SF / o - - - ___1 F - -F 0 0 o BLOCK 3 0 0 0 l o 0 0 0 0 o0 0 o BLOCK 2 0 F F 0 0 0 / o 0 Cl 0 Cl 0 Cl 0 0 0 0 o o r` r` r` r` o o Cq (ry r- r` r` r` r, r` r� r` r, r` N N r- 00• ao p• LOT 25 n LOT 9 \ w w w w w w w �y !d LOT 24 !o LOT 23 !d LOT 22 4J LOT 21 !'I LOT 20 J LOT 19 !�' LOT 18 laI LOT 17 !i1 LOT 16 !�' LOT 15 �' LOT 8 N, LOT 7 �, LOT 6 N, LOT 5 LOT 4 LOT 3 N, LOT 2 a, 1 5,824 SF �, , �, , �, , �, , , N, 16.5' 16.5' 5,321 SF M M I EXISTING 2,170 SIF ., 2,170 SF �, 2,170 SF r7 2,170 SF M 2,170 SF 2,170 SF M 2,170 SF K, 2,170 SF M 2,170 SF r7 3,150 SF r7 3,360 SF n 3,360 SF ,, 3,360 SF r, 3,360 SF �, 3,360 SF U-) 3,360 SF ,-, 3,498 SF L, N �� I STREET BLIND FLANGE / �' U'' U'' �' �' �' �' '" �' �' N N N N N N N N 65 N N CV N N N N N N N N a, p� J 2 R3 i LIGHT bnL 0n M rn M 0n M rn m 0n I 18.5' 18.5' m 00 00 00 00 00 00 00 N -N -N -� 00 00 00-N -N -N -� -N -N -A'2p I �0 °�° `n `n `n `n `n `n a , ti - - - _ Q� - �p Cn ABANDONED EXISTING 10 C2 c`' �6 i WELL PER IDWR h �. / 26.04' 31.00' 31.00' 31.00' 31.00' 31.00' 31.00' 31.00' 31.00' 31.00' 28.00' 59.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 43.30' C12 t6. REQUIREMENTS L3 (O� ti w cn cn in L0 ; - cn cn cn U) rn U \ cn cn ; - cn cn in cn cn cn W h CI N N . (n I (n N N N N (n N N I N N 0o N (n N rL. W - W-NO'34'27"E 369.50' - W - W - W _ - W - - W- - LOT 13 NO'34'27"E 499.98'-W - -W W - W �� r�� N z_ Z S 7n S S S S 32,843 SF_ S S T- ILn Y O Q 'mwV7 V7 (n (R (n Cl) V7 V7 (n (n V7 (n (n (n (/7 (n (n (n (n U7 (n (� Z C3 N (n N (n (n (n N N (n (n - Vl (n Vl Vl Cn N Vl N �I- (n (n00 Vly� J J C4 7.48' 31.00' 31.00' 31.00' 31.00' 31.00' 31.00' 31.00' 31.00' 3,.00' 31.00' 31.00' 94.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 50.00' L` _ 0 0 0 0 o co 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -o 0 \R� m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O / N o o C. o LOT 5 0 0 o o o o o o r- r- r- �r- - - - - - � - � - - - - - � � - - - - �� 0 / Q n r` r` r` r` r` r` r` r` r` r` r` r` r` r` r` CD - C> - r` C> C> -CD LOT 13 W LOT 1 w LOT 2 w LOT 3 w LOT 4 w w LOT 6 w LOT 7 w LOT 8 w LOT 9 z I LOT 10 w LOT 11 w LOT 12 w !�I LOT 14 I LOT 15 I LOT 16 -w LOT 17 I - LOT 18 I LOT 19 I LOT 20 I LOT 21 I LOT 22 w LOT 23 (� z_ • 32,843 SF M 2,179 SF M 2,170 SF M 2,170 SF M 2,170 SF M 2,170 SF M 2,171 SF M 12,171 SF M 2,170 SF M 2,170 SF 2,170 SF M 2,170 SF M 2,170 SF M LOT 13 M 3,360 SF 3,360 SF 3,360 SF M 3,360 SF M 3,360 SF 3,360 SF 3,360 SF M 3,360 SF- 3,360 SF M 3,500 SF M 32,843 SF - .A (n �n �n �n �n �n �n �n �n �n �n �n ;n �n �n �n �n �n �n �n �n �n �n in 00 v N N N N N N N N N N N N N N N N N N N N N N N N O� Im�O \ ro 00 \0�0 00 00 CO 00 0000 0000 00 I 0000 00 00 00 00 00 00 00 00 00 00 00 00 00 0000 00 C (n (n (n (n (n (n (n (n (n (n (n (n (n 0'cn (n (n (n (n cn cn cUJ sz, \ I BLOC. I 265 �6', _ - _� - - - - =L L2649 �O' L K1 - N NLOT13Q PI 31.00' 31.00' PI=31.00' 31.00' 31.00' 31.00' 31.00' 31.00' 31.00' 31.00' PI=31.00' 31.00' 94.00' PI 48.00' 48.00' PI-48.00' 48.048.00' 48.00'-PI 48.00' 4­ 48.00' PI, 48.00' 50.00'-PI 32,843 SF / J O SO'34'27"W 966.00' 16'-18' GRAVEL PATH O. • 2644=2645 2650 S. BARAYA WAY 2643 SO°36 31 W 1038.97 2645 OI \�� 2642-, LOT 13 PURDAM GULTCH DRAIN 2640 / 2641�2640 32,843 SF 2640 IR / 2640 2645 M 2645 2650 ai 2650 O M z � el a N z O N � cn I IR ss SS�O SAL E Do<c�C' c E N SEA�ciyF W 1/16 COR - - - - - - - - - - - - - - - - - - - - - - - - / CP&F N0. 2018-088997 1 � Q I U s O 9TF OF OPT TT K Project No. RSC 21-07 UTILITY REPRESENTATIVES 10 15 UTILITY REPRESENTATIVE PHONE 9 16 Drawn By: JEC GAS INTERMOUNTAIN GAS (208) 377-6839 CP&F NO. 2018-016068 DEVELOPER LAND SURVEYOR CIVIL ENGINEER ELECTRICITY IDAHO POWER (208) 388-6320 Date: June 1, 2022 JEFF WREDE MIKE ENGEBRITSON, P.L.S. DERRITT KERNER, P.E. TELEPHONE CENTURY LINK (208) 385-2144 SEWER MERIDIAN PUBLIC WORKS (208) 887-1297 CALL BEFORE YOU DIG! NOBLE ROCK DEVELOPMENT, LLC ENGEBRITSON LAND SURVEYING LLC ROCK SOLID CIVIL LLC Sheet No. 12805 W. ENGELMANN DR. 2251 S SUMAC STREET 270 N. 27TH STREET WATER MERIDIAN PUBLIC WORKS (208) 887-1297 CALL DIGLINE INC. BOISE, ID. 83713 BOISE ID. 83706 BOISE, ID. 83702 ROADS ADA COUNTY HIGHWAY DISTRICT (208)454-8135 PRIOR TO COMMENCING (208) 860-7234 (208) 859-6032 (208) 342-3277 IRRIGATION NAMPA-MERIDIAN IRRIGATION DISTRICT (208) 388-6346 Knm whar.be UNDERGROUND WORK FIRE MERIDIAN FIRE DEPARTMENT (208) 888-1234 Call balm youdi 208-342-1585 1 of 4 0 V J U N SSCO 01 L_ V '> X- - - - - _ - - - - - - - J :. rr _._ L. - - - T B PI PI PI PI PI x X PI i !PI PI d -1 F- 2650 CO 1 \ N / / LOT 25 Q-0 -1 F- LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 5,824 SF 2,170 SF 2,170 SF 2,170 SF 2,170 SF 2,170 SF 2,170 SF 2,170 SF/ 2,170 SF 2,170 SF 3,150 SF 5,321 SF 3,360 SF 3,360 SF 3,360 SF 3,360 SF 3,360 SF 3,360 SF 3,498 SIF L - - -] L -1 L -1 L -1 L -1 L -1 L -1 L -1 - - - - - -�! - - - - � - - - _ _ - - - - SSMH W _ + coN N N ��� N N N VN) N N N N �� N N N N fN w w w w w w w w w w w ® / 111-00 -SSMH A6 SSMH A5 - SSMH A4 - - - S S S S ISI S S S -SSMH N N 10+00 N N 9+IN N N !N 00 N V3+00 N 5+00, 4+00 N 3+00 N N NZ+00 N A2 3 N \ - - U197= CO -1 F - -1 F a, r LOT 13 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 14 LOT 15 LOT 16 LOT 17 - LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 ± oo 'u 32,843 SF 2,179 SF 2,170 SF 2,170 SF 2,170 SF 2,170 SF 2,171 IF 2,171 SF 2,170 SF 2170 SF 2,170 SF 2,170 SIF LOT 13 I 3,360 SIF 3,360 SF 3,360 SF 3,360 SF 3,360 SIF 3,360 SF 3,360 SF 3,360 SF 3,360 SF I 3,500 SIF SSMH Al SSMH EXISTING j 0 32,843 SF ? a; o \\\ LL 2650 I � Oa� LL0 - 2649 -1 L LOT 13 c Ll:;� - -- - - - - - - 32, cu 3 PI . . PI c 3 c p 0 � api Z c O 2644=2645 wN 2650 2643 2645 OI \0- 2641- 2642� LOT 13 0 - 2640 32,843 SF 2640 v 2640 IR 2640 2645 2645 M i el el al 2650 el 2650 o M N o z el e I Z O W 0 0 C O W � � � Q cnw >- WON o cn o � maL'i CD z a_ 0o Q RJSC� wQ = � >- w - U-) W Q cn z U C� 40 0 20 40 80 ~ zvUL � J � J W SCALE IN FEET Q � � SQav 1"=40' NAVD 88 DATUM Q z o � U W o LJ-JJ z O o = O N SCALE L � a- U-)U) W W = Oo VERT.: 1" = 4' v' o� ov � � � 2664 ORIZ.: 1" = 4 ' 2664 � I-- z a-00� W z O 2660 2660 z � � 000) U) 00 W + � 2656 �r- LO ro o 0 `� 00001� 004p � 06OOMN � QN 2656 J _ I�Cn ZopoN NPONNN aOc�p (N (~ � Z 0 OM M �NF- Q ± c0 = N OOf O o M N torn(0 NATURAL GROUND = NZ0 Q NZo ((nn � z I� 0 0- I� � 00 I� (0 1* � O c0 - M>> N N - CD 0, N Q + ONE T CENTERLINE PIPE �» Fr I 2652 o � .� + �Z� �, �ZZ cn 2652 > w N 0 � °'� N + ao N = .. N O N < g» m LU Q - - < � > ( nEZZQ c0 N n 0 (n ( 2 N Z 0 - 2648 cn-- _ (n (n Of Z - - - - - - I I 2648 Q Q � II Q z II Q � II J LU 2644 II 2644 E I I , II II ' 359 L.F. 8" %PVC ® 0.4 o_ II PQ 2640 2640 225 L.F. 8"0 PVC ® .4090 I . 8 PVC 0.40 , 64 L.F. 8"0 I I z 93 L.F. 8"0 PVC ® 0.40% PVC 0 0. 0% II 2636 FUTURE CONNECTION I 2636 -k- ��S\,\ NA SFFNCi 12 C-900 GIRR PIPE o o 'yam, 40 .F. 8"4 PVC ® 0.40% 17887 2632 2632 T(/I/22, O 9TF OF �F `� IT r KER�F, LLj 2628 2628 Project No. RSC 21-07 Drawn By: JEC CALL BEFORE YOU DIG! Date: June 1, 2022 2624 CALL DIGLINE INC. 2624 Sheet No. nw,ytiats below. NDERGROUND ORK S WER PROFILE �„�,o,�youd; 208-342-15 5 2 10+00 8+00 6+00 4+00 2+00 2 of 4 0 V J U N I..L x LOT 14 I LOT 9 LOT 8 3LOT 3 SF 2,356 SF LOT 13 I I 2,519 SF 2,356 SF m °J 2,493 SF 0 LOT 15 N N 3,150 SF I I I T 2 LOT 1 2,541 SF 1,979 SFX F - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 50 I ITI � C N c� 00 V � � � � N E N N NU) U) a 0 U _ v o m W W N N W W J p m 0 � (n (n O N . - - - - - - - N - O ° N C ++ N to CY 7+00 9+00 I o I S S S S M r a 3 SSMH A5 SSMH C1 I of-C L) 3 EL- x � c00 0 3 I I � Zo � co PI PI _ 0 w " X X X X X X X V I N x l ono �1 zo "Al CS C) <<� o LLJ C) :5 =D LLjo � o o � Cl- z o w cn z o � Q 20 0 10 20 40 < Lwi LLJ wQ = cn >- � SCALE IN FEET LJ , C/') � c� 1"=20' - w o J z v U J U) C-3 W J W C� Z � J CC S z Q w w J a U = cn Q x NAVD88DATUM a_ wo J o = O CD SCALE L � a- � � 01 = � w � � w = oo V E R T.: 1" = 2' � v' o0 o v 3 � W L-LiLL- 2654 0RIz.: 1" = 20' 2654 � P-- a—W o 2652 T 2652 OpM � �0 OIt 00 (0 �p 0 N Q �NH + �N 0H 2 N- 0 � NZ m0 w 2650 N �Z Z 2650 o � 2648 1 2648 o Sb� m 3�: =D w co co 2646 2646 Q Q Q z QLU � J 2644 2644 2642 2642 E z o 22 L.F. 8"0 pVC ® 0.60 z .o 2640 2640 c,\ONA SFD,y�/L i �F 17887 2638 2638 F'-Rirr KERB 2636 2636 Project No. RSC 21-07 Drawn By: JEC CALL BEFORE YOU DIG! LQ Date: June 1, 2022 CALL DIGLINE INC. 2634 PRIOR TO COMMENCING 2634 Sheet No. (nowwhatsbmyDuW. 208-342-1585 SEWER PROFILE C � �� oudi 3 7+00 3 of 4 0 '^^ a V, U N I..L N O 0 J � C N 11 o V0 U 0 I I \ 1= N E QO . 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