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PZ - Pre-plat Revised PRELIMINARY PLAT FOR LINE TABLE CURVE TABLE ALAMAR SUBDIVISION LINE BEARING LENGTH CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH 0 L1 N89'26'04"W6.99 6.99 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 L2 S89'25'49"E48.79 48.79 C2 76.48 171.50 25'33'00" S13'21'00"W 75.85 O o L3 NO'34'27"E10.04 10.04 C3 33.41 208.50 9*10'50" S9'09'30"W 33.37 MERIDIAN , A DA COUNTY, IDAHO PROJECT SITE -> L4 N89'25'33"W6.00 6.00 C4 46.94 208.50 12'54'00" S20'11'50"W 46.84 0 Q QD U L5 SO'34'27"W11.74 11.74 C5 28.27 18.00 90'00'00" S44'25'30"E 25.46 Y U 22 L6 S13'27'44"E3.01 3.01 C6 28.27 18.00 90'00'00" S45'34'30"W 25.46 L7 NO'34'27"E27.09 27.09 C7 15.99 23.95 38'16'00" S18'31'00"E 15.70 SITE DATA FEMA NOTE m _ ly 1. PROJECT LOCATION: MERIDIAN IDAHO THIS PARCEL LIES WITHIN ZONE X: Z z L8 NO'34'27"E16.43 16.43 C8 10.03 18.96 30'18'30" S65'52'50"E 9.92 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 L9 N89'25'33"W,0.00 10.00 C9 164.58 55.00 171'27'00" N4'52'10"E 109.69 4. EXISTING ZONING...................................RUT _J 5. PROPOSED ZONING................................TN-R c L10 N0'34'27"E19.19 19.19 C10 13.97 22.00 36'22'50" S17'37'00'E 13.74 6. BUILDABLE LOTS.....................................51 BENCHMARKS P_ N a N L11 N89'25'33"W,0.00 10.00 C11 13.75 28.00 28'08'30" N14'38'40"E 13.61 SINGLE FAMILY DETACHED...............21 TBM 1-NO.99G A SPIKE NAIL-EL=2648.91' W. FRANKLIN RD. LIE Z SINGLE FAMILY ATTACHED...............30 ' TBM 2-W.C.-EL=2651.301.30ft) TBM 3-SPIKE NAIL- 2.35' L12 NO'34'27"E16.43 16.43 C12 14.53 208.50 3'59'30" S2'34'10"W 14.53 7. COMMON LOTS........................................6.....(44,733 sq 8. AVERAGE LOT SIZE(BUILDABLE).........2,762 sgft o TBM 4-#5 BAR W/CAP PLS 8793-EL=2654.41' Q 9. OPEN SPACE.......................40,546 sgft(16.5/o) c L13 NO'34'27"E27.09 27.09 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 L14 S13'27'44"E3.01 3.01 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 L15 N14'36'38"E3.01 3.01 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 co L16 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 a 0 N o L17 NO'34'27"E18.78 18.78 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) •3 'T v PONDS WILL BE CONSTRUCTED IN COMMON AREAS. cii > m m '5 00 L18 S89'25'33"E10.00 10.00 C18 11.76 48.00 14*02'10" S7'35'30"W 11.73 14. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, p o -0 tu WHICH STATES: AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF a v N p L19 NO'34'27"E16.43 16.43 C19 6.86 28.00 14'02'10" N7'35'30"E 6.84 SO°34'26"W 187.11' ��� NOT A NUISANCE-EXCEPTION. NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR 0 _0 � _' �EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY - 0 oL20 NO'34'27"E27.09 27.09 C20 11.76 48.00 14*02'10" N7'35'30"E 11.73 PI 145.15' LOT 1-2,114 SF PI _ �- RIM r' a CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER J NO'34'27"E 43.52' C20 C21 NO'34'27"E 61.55' IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION, FACILITY OR L21 S14'36'38"W3.01 3.01 C21 6.86 28.00 14'02'10" S7'35'30"W 6.84 N CD - (15 o EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE VICINITY MAP �'o p 3 14.80' PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE C22 3.14 2.00 90'00'00" S45'34'30"W 2.83 � SS LOT 2 SS o SS 40 0 20 40 80 v z wL17 J �21 SS-2,534 SF N SS IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL 11__ 8001 o _ FACILITY OR EXPANSION THEREOF. N I 19 L _ C19 C18 NO'34'27"E 61.55' 16.5' 16.5' �� 15. PRESSURE IRRIGATION SHALL BE PROVIDED PER IDAHO CODE,SECTION 31-3805. SCALE IN FEET w II 16. ONSITE POWER POLES TO BE REMOVED. ALL POWER WILL BE MADE SUBSURFACE. 1"-40' oo I 12.0' 17. LOTS 12 BLOCK 1, LOTS 1 &10 BLOCK 2,AND LOTS 1, 15 AND 26 BLOCK 3 ARE COMMON LOTS AND O U o I 0 18.5' 23.3' I IS TO BE OWNED AND MAINTAINED BY THE ALAMAR PLACE SUBDIVISION HOME OWNER'S o LOT 5 w LOT 4 a LOT 3 o ASSOCIATION. 2,308 SI M 2,038 SF - � 3,811 SF o SS N oQw oQW N J GENERAL LEGEND Uww U W LL 00 N I w R/W ¢ w _ "' °O NO'34'27"E 76.00' w z a 2401_ EXISTING CONTOUR LINE SS EXISTING SEWER MANHOLE z CDCD 11.0' 37.0' 11.0' O I NO'34'27"E NO'34'27"E O FOUND ALUMINUM CAP MONUMENT $$ PROPOSED SEWER SERVICE 0 w O - 00 35.41' 34.00' 0 SET 518 IRON PIN"PLS SD PROPOSED STORM DRAIN - S S- EXISTING SEWER MAIN CO EXISTING CLEANOUT O ~ O _ Q 18.5' 18.5' cV Cl. LOT 8 0 CV cn z w CD00 N r0 ' 2,356 SF SS n O FOUND 112"IRON PIN PROPOSED PRESSURE IRRIGATION - W W- EXISTING WATER MAIN Q w w Cp w w P3 PI d 4 EXISTING FIRE HYDRANT O C/L N o N Qo CALCULATED POINT w � Lj O w o N SO'34'27"W 76.00' CO PROPOSED CLEANOUT UP EXISTING UNDERGROUND POWER _ 6.0' 2.0' 14.5' 14.5' 2.0' 6.0' 5.0' 2.0' Ld PROPERTY BOUNDARY -�- EXISTING STREET LIGHT w w ~ LLJ PROPOSED FIRE HYDRANT OF, EXISTING OVERHEAD POWER \ Q = Q o LOT 6 1•7 LOT 7 a; 12.0' EASEMENT �Q� EXISTING POWER POLE Z O FLAT 2% 2% FLAT CD 2,322 SF � 2,038 SF j' LOT 9 b EXISTING WATER VALVE Q w z O z �- - � m 2,519 SF SS co - SECTION LINE PROPOSED GATE VALVE I R R EXISTING GRAVITY IRRIGATION ® z w w O I Cn ,"', I I © PROPOSED BLOW OFF X EXISTING FENCE �_ Z CONCRETE SIDEWALK 2.5" OF ASPHALT PAVEMENT CONCRETE SIDEWALK � ILL- �L12 L13- C17 C16 NO'34'27"E 61.55' 00 CENTERLINE / pROPOSEDWATERSERVICE EG EXISTING EDGE OF GRAVEL w Q UD w U (PER ACHD SUP. SP-3, 0.50" (1/2") MIX, (PER ACHD SUP. 4 SS SS LOTLINE O = _< w J DWG. SD-709 PG 58-28 DWG. SD-709 V1 SS- LOT 10 0o SSA w I' PROPOSED STREET LIGHT IR EXISTING IRRIGATION MANHOLE z w O J SS 2,534 SF-SS o SS+° GI PROPOSED GRAVITY IRRIGATION MAIN �� O 4" OF 3/4" MINUS AGGREGATE I cn o w j J Cn w J 6' PLANTER 6' PLANTER L10 °�' V6-SS `� SSA M PROPOSED PI SERVICE Ow EXISTING WELL CD z w J 14" OF 6" MINUS PIT RUN in W PROPOSED WATER MAIN w w - W/ ROOT BARRIER W/ ROOT BARRIER N 14 C13-NO'34'27"E 61.55' rn ZI EXISTING TELEPHONE PEDESTAL z Q = J Q U ZL8 17- C15 C N S PROPOSED SEWER MAIN • PROPOSED SEWER MANHOLE 3" ROLLED CURB & GUTTER 33.0 STREET SECTION 37.0 RIGHT-OF-WAY 3" ROLLED CURB & GUTTER o 0 0 1/4 CORNER � 5 Cl- w O CP&F N0. 2018-088996 Q z o J V o w Z p O S J (PER ACHD SD-702) 1"=10' (PER ACHD SD-702) o M 240931SIF M SS w ~ O 0o LOT 11 10 LOT 12 3. 12.0' I w O J N I Iz 2,372 SF M 2,075 SF M SO'34'27"W 76.00' O O U) O J U ' U-' 12.0' w oww OHO N aN� o O w Y Q 0 a rn o LOT 14 o SS p 20.0' CROSS O U METAL END SECTION z M , 2,356 SF M N o _ ACCESS z z SSCO D1 SO'34'27'W 145.82- BLIND FLANGE EASEMENT W/ TRASH RACK _ SO°34 27 W 250.26 _ 35.82'- 34.00'- L -76.00'- c _ SO°34 27 W 57.46 _ _ _ • N 45. 0'-PI 31.00' 31.00' 31.00'-PI 31.00' 31.00' 31.00'-PI 31.00' 31.00' PI-33.00' 37.00' 3 PI 38.76' 50.00' 48.00'-PI �r_48.00-- T7748.00'--PI-48.00' 48.00' PI-48.00' 50.34' P C9_ 134.65' d 00000 BLOCK 3 0 0 o o o o 6s7 F7LOCK 2 LOT 1 ( o o '�,, 3,098 SF /Cp Cl o Cl o Cl o Cl o N Cl o o o O J O \ - / LOT 26 ^ I- n n n n n n I n t\ n CV CV 00• C2' w LOT 25 w LOT 24 !u LOT 23 !u LOT 22 !J LOT 21 !J LOT 20 !u LOT 19 !u LOT 18 !u LOT 17 !u LOT 16 �u LOT 15 '0 ' � LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 � I � EXISTING / 4,004 SF �, N, �, , , �, , �, N, 16.5' 16.5' \ r, 2,310 SF �, 2,170 SF K, 2,170 SIF r, 2,170 SF M 2,170 SF 2,170 SF M 2,170 SF 2,170 SIF ", 2,170 SF 2,310 SF M 2,520 SF 2,643 SF 3,500 SF 3,360 SF 3,360 SF 3,360 SF 3,360 SF 3,360 SF 3,360 SF 3,438 SF I I STREET BLIND FLANGE N �' �' �' I 2� , LIGHT C'4 N N N N N N N N NitL m rn mL rn mL rn m rn m 18.5' 18.5'co co Lco co co co co co Lco co O N -(n - -N -N -N -N -N -- -N -N R�0 I� ,�'p0LLLLLL L -�� ABANDONED EXISTING \ �b �`� CZ - �,`� c6 - WELL PER IDWR c?21-31 �i O��/�`b i 33.04' 31.00' 31.00' 31.00' 31.00' 31.00' 31.00' 31.00' 31.00' 33.00' 19.00' 20.76' 50.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 31.55' C� �'26� REQUIREMENTS cn 0) coin ;n co ; - co co co cn 0) co 0) cn cn ; - co cn in n cn cn cn p h cn cn cn co I Cn cn cn cn cn cn cn cn cn I cn cn cn cn cn W `� CI W - W NO'34'27"E 369.50' W W W W W NO'34'27'E 499.98' W-� 1.0 W W W co S in �? S S S T LOT 12 S '� cy) Y O_ Q C¢ N vv'i Con C"I °D Cn `^ Cn (n (n Con (n Cn _I_ ul Cn (n 30,350 SF (n (n (n 06 cNi> Con U) `I_ U) can Z 00 < � J c� C3 C12 16.48' 31.00' 31.00' 31.00' 31.00' 31.00' 31.00' 31.00' 31.00' 48.00' 82.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 50.00' L5 C11 L` 0 0 0 o io 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 Cl -o O \R m a n o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O / LO Fo o o o o o o o o o o 0 0 o o o - - - - o - �o - o - - o - - - o ��� �oE - o �� Q .-E LOT 12 LOT 1 L,..I LOT 2 w LOT 3 w LOT 4 w LOT 5 w LOT 6 w LOT 7 w LOT 8 w LOT 9 w LOT 10 w LOT 11 w w LOT 13 w LOT 14 w LOT 15 w LOT 16 w LOT 17 w - LOT 18 ' LOT 19 ' LOT 20 w LOT 21 ' LOT 22 w LOT 23 O U) L_ • 30,350 SF M 2,393 SF 2,173 SF M 2,170 SF n 2,170 SF n 2,170 SF 10 2,171 SF 2,172 SF- 2,170 SF u "� 2,170 SIF "� 3,360 SF "� LOT 12 "� "� "� to M M M M M 3,500 SF 2,170 SF � �, � 3,360 SF �, 3,360 SIF N, 3,360 SF N, 3,360 SF N, 3,360 SF N, 3,360 SF 3,360 SF 3,360 SF N, 3,360 SF� 3,360 SF N, in n ,n ,n ,n n �n n �n n n 30,350 SF � U-) in 11 Ln N N N N N N N N N N N N N N N N N N N N N 0 N 0 00 co oo co 00 00 co 00 00 co 00 co ao co 00 00 00 00 c \ Lv' N N N BLOCK 1 C/' NL N N N N N N 26uJ F L2649-c)' -_ 5� N BLOCK 1 N N �_ LOT 12 Q PI 33.00 31.00' 31.00'�PI-31.00' 31.00' 31.00' 31.00' F31.00' 31.00' 31.00' 48.00'-PI _ 82.00' 48.00' PI _ 48.00'� 48.00' PI-48.00' 48.00 48.00' 48.00'-PI 48.00' _4 48.00' PI, 48.00' 50.00'-PI 30,350 SF / 01 / 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 \9� n n I LOT 12 PURDAM GULTCH DRAIN I \�/ 2641�2E30,350 SF � 2640 2640 IR � / 2640 2645 M / al el el 2645 2650 ai 2650 O M E el a N z O N cn I IR ss SS�O SAL E Do�� ��cENSE���iyF W 1/16 COR - - - - - - - - - - - - - - - - - - - - - - - - / CP&F N0. 2018-088997 1 � Q I U o OF�TF O F RAT T KE 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: March 18, 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 V ' PI PI PI PI- -� PI X PI - -- - !PI _ ^JPI1 F26S 7 F 7 CO SSMH B1-1 F N / / N O F �- % LOT 26 LOT 25 LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 10 I LOT 9 I LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 I \ / 4,004 SF 2,310 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 2,310 Sr 2,520 SF 2,643 SF 3,500 SF 3,360 SF 3,360 SF 3,360 SF 3,360 SF 3,360 SF 3,360 SF 3,438 SF CD L -1 L -1 L -1 L -1 L L L L L L L 1 L - - - ;- - � ^N - - - \ a N SSMH o ± N (N (fN ((2 (N N U) (N!1 CN (N N N Cn I_ N N N N ((N W W W W W W ' W W W W W / - SSMH A6 - - - SSMH A4 - - - - 1N pp S S S S S T SSMH N N U) 10+00 N U) U) 9+00 N N (0 8+00 (0 _ 7+00 SSMH A5 N Ci+00 � 5+00 N � 4+00 N N 3+00 N _ N N�+00 N A2 3 C N O o U m / - - - - - co LOT 12 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 r" LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 - LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 F -1 F -1 F -1 F -1 F U, 00 00 'u 30,350 SF 2,393 SF 2,173 SF 2,170 SF 2,170 SF 2,170 SF 2,171 SF 2,172 SF-- 2,170 SF 2,170 SF 2,170 SF 3,360 SF 3,360 SF I I 3,360 SF 3,360 SF 3,360 SF 3,360 SF 3,360 SF 3,360 SF 3,360 SF 3,360 SF 3,360 SF I 3,500 SF SSMH Al SSMH EXISTING - 0 I , 0 � -00 � LL65� L LL 1 I � NJ a� t 26L - 2 C- a, � 3 30,350 SF t .� PI PI PI PI PI PI. PI PI. PI c 3 O Q v Z c O 2644=2645 N 2650 w 2645 2643 01 �0- � LOT 12 I 0 2641�2E30,350 SF 2640 2640 IR 2640 2645 2645 � M i el al al 2650 81 2650 o M N o � z el e I Z O 0 0 O W CD Q cn w 0 cn o ct:� mao a- z 0o Q RJSC� wQ = � >- w w Q cn z U rY 40 0 20 40 80 ~ zvUCD � J SCALE IN FEET Q =L,-i LSQa- v 1"=40' NAVD 88 DATUM Q z o � u w o J z O o = O � Q O � N SCALE 0 � � � o � � w �UD rrw = Oo VERT.: 1" = 4' V) o v L-Li2664 0RIZ.: 1" = 4 ' 2664 � I-- z a- W z O 2660 2660 z � � ()� 0) N C-I a? 00 I� W + 2656 �, �, o C `� 00001� 0N 000 �M ' oOro N � QN 2656 J ' CoMN NMNOON QO+ (D D (/) coW 0 M� Z� 0 Of � to N zo r " N NATURAL GROUND Cgz0 N1-- � � / I I C/) 0-q (0 Ci to U) Q T CENTERLI E PIPE �' O Z+ N Q + N Z "LO ^ II II w2652 Z 2652 > 0) `V o6N NO N ~ m ZZ+ ° N cno' w _ CA = - � Z - n C4 Nz0 cncn = - � a �> > N 2648 (n V) EZ Z N �ZZ - _ - - II 2648 Q II Q II J w 2644 II 2644 z II I 385 L.F. 8"0 PVD ® 0.40% II II 2640 225 L.F. 8"0 PVC ® .4090 2640 E 8 0 PVC 0.407. 64 L.F. TO I I z 68 L.F. 8"0 PVC ® 0.407. PVC 0 0.4,07. II 2636 FUTURE CONNECTION I 2636 -k- -- S��S \oNa sFFN�i 12 C-900 GIRR PIPE o 40 .F. 8"4 PVC ® 0.40% 17887 2632 2632 /I8/22� OFEli F�Rirr KER�F, LLj 2628 2628 Project No. RSC 21-07 Drawn By: JEC CALL BEFORE YOU DIG! Date: March 18, 2022 2624 CALL DIGLINE INC. 2624 Sheet No. nwwhaft below. NDERGROUND WORK S WER PROFILE ca„b,o,� oud; 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 1 LOT 9 LOT 8 LOT 3 3 2LOT614 LOT 13 2,519 SF 2,356 SF 3,811 SF m °J 2,493 SF N � o I I N N LOT I LOT 1 I LOT 15 I 2,534 SF 2,114 SF I a N 2,520 SF I I m > I 0 0 c I I COO � N Q Q3 - o N N N N N N / I 0 � N N In N� U w W N N W W p m o � N N J N '0' fTl N — 0 O N (n C Y 7+00 9+00 o I S S S S C � a 3 SSMH A5 SSMH Cl I of 3 a- x ct3 vZo v PI X X X X X 0V N I I FIJ2.643 LOT 10 X SF I GIB !1 � �w � J z CD LJ-- UD U i` CD O L'J Q m cl:� I L'-i O O Of a- z O w Cn � � z � O � Q 20 0 10 20 40 Qzwzow w Q = cn > � SCALE IN FEET ,'J C/-) � c� 111=201 - w o J z O U L J L-J W J W C� Z J C�' S = cn Q x NAVD88DATUM a- wo J z O CD O O QLLJ � w O O Cn � LL- Y = O Cn CD U � U 2654 2654 DE a- W 2652 � 2652 O0M � �O OIt l0 00 It Y N Q �NH 0 (00 (0 + �N 0E- 2 NZ O 0) Nz m 0 Lu 2650 N Z Z 2650 o 0- 2648 2648 o w m � w co 2646 2646 Q < Q z QLu � J 2644 2644 2642 2642 E E z o 22 L.F. 8,o VC ® 0.60 z 2640 2640 o��SS\ONA SFD,y�/L i �F 17887 2638 2638 ��/8/22� O 9TF OF �F � FRRirr KER�F, LLj 2636 2636 Project No. RSC 21-07 Drawn By: JEC CALL BEFORE YOU DIG! LQ Date: March 18, 2022 CALL DIGLINE INC. 2634 PRIOR TO COMMENCING 2634 Sheet No. ow"aft b eloW. 208-342-1585 SEWER PROFILE C Cal!befom yDudig.1 3 7+00 3 of 4 O '^^ a V, U N I..L N O 0 a N J y LOT 1 Cl' 0 l 2,393 IF o 0 I SS \ 0 0 A LOT 26 \ E M E / 4,004 SF �B Q cv ° o � ! 1> > 0 m 11+00�� SSCO D1� s COI J o o� v 0 O N (n C v SS LOT 2 SMH A6 I I I 0 o 2,173 IF SS X (A ru N a, 3 3 w I I 03 O a0i Z so 2+0 V �,N bo — S no I LOT 25 I I X w + 2,310 IF N SSMH BlI SS I I I N 0 2! U� N o z '6 w w � 0 l z o w v c SS <<1 c� � oz � Q I i w w w � w o o m � 20 0 10 20 40 Cif a� z O w V) z z a- o � Q SCALE IN FEET Q z w = CD 111=20' wQ = cn � LLJ o z cn oQ � LLJ C CU m LLJ O J z U V L` J (/ L W J w C z 0 J CC s z Q w w J m w U = cn Q X NAVD88DATUM Q zow � a- win J z O o = O Q O Cn w _ J SCALE � � � � � � � � w o m w = O O VERT.: 1" = 2' � v' o0ov � 2656 2656 2652 0RIZ.: 1" = 2 ' 2652 � � z a- W z o N 2654 W 2654 2650 2650 N t . CotoN o6 • D4N ? O NO N . I-� O _ Q co �N � �>> (10 NNE L1J 2652 > > m (0� 2652 2648 — — — `� Z Z — — — — — — — 2648 v) ofz ? v LL. — — N > z 0 (n E Z 0 or_ U) 0- 2650 2650 2646 2646 o w m � Lu co 2648 2648 2644 2644 Q Q Q z Q � J 2646 2646 2642 90 L.F. 8"10 PVC .60% 2642 2644 2644 2640 2640 E E z o , z U , N N O U L 26421 2642 2638 2638 S )SAL Foi �F 17887 2640 2640 2636 2636 /I8/22 O 9TF OF F Fr KER�F, 2638 0 L.F. $"� P c ® o.so% 2638 2634 2634 Project No. RSC 21-07 C LL BEFORE YOU DIG! Drawn By: JEC M CALL DIGLINE INC. PRIOR TO COMMENCING LQDate: March 18, 2022 nwwhafthelow. 2632 UNDERGROUND WORK 2636 2636 2632 Call Wore udl 208-342-1 85 Sheet No. SEWER PROFILE B SEWER F,IROFILI.E D 1 4 2+00 11 +00 4 of 4