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CC - P-PLATPRELIMINARY PLAT FOR RAPID CREEK SUBDIVISION A PORTION OF THE NE 1/4 OF SECTION 33 TOWNSHIP 4 NORTH, RANGE 1 BEST, BOISE MERIDIAN MERIDIAN, ADA COUNTY, IDAHO � 2017 1 - Fri o MIDKIFF, � � � �� ✓ ii i i � i i � I TIMOTHY �� / / !! ' RISPIN, REED _ GILLIES, SWIKERT, CASPER, DAWSON, SULLIVAN, FONTENOT, LONGSHAW, RODRIGUEZ, Z i - I a MCFARLAND, WATSON, CONN, GRAPES, TAYLOR, THORNOCK, MOORE, u11CHAEL STANDBY CAMERON JADE JOHN SANDRA DAVID SHANNON JOSEPH JOSE _ = MARK BRIAN S14AWN� SAMANTHA WILLIAM CODY ! TERRY �� TRUST yr i N IL01 0 _ - -- -- -, --_ I JAMES. JIMMIE � I & LAVERGNE j / FAMILY TRUST TOLL ID I LLC-- III���A�I _ S89'30'26"E 1317.99' 110' 50' 50' 50' X50' 50' 50' 50' 52' C 65' 60' 60' @' 60___- 60' 70' 3' 30' �IIII III - \ �� II I I I 12 o S BLOCK 1 �L73CK 2 v L _ -; I _ JII _ 44 N BLACK T 6,653 --_ - Z � J I� � o' � - � p 5 LAC CA TOLL ID I LLC I I,I 10 9 8 7 g _ �- - 5 �_ V) RD o 0 �' O �5 O �_ �J 1 r Y , ® o O © O o ® 8,106 / ,$4 5,251 5,7��- 5 8b2 5,812 5,822 5 832 5,852 \ 6,05 ,i 7' sf ��� 1, Sf 7,656 7,082 7,096 7,111 7,125 7,139 7,642 1 i - -- - - \ - O i SI I I O \9 5,500 C41 I 36 r Cg C'9 - - - I I I /$o' 60' 23' S I I I .110' � G � \ �3' 50' �0'- 50' S0` - ==50' 50' - 5 50' 65 60' 60' 60' i III- - - �- 4d8:- W. _LESINA ST. - - - - - TOLL ID I LLC I sos, �- - - - \\\ - - - - - -� M - _ _ - _-7 - - I II / i / S � \ � j- i3 -f/ � Jl I R45 Jy 1103' � � 649 41' 52' 52' 52' 52' X52' / 52' /I II �V� J V r�7, 6,483 15 n2' i � 5,540 0, /� I TOLL ID I LLC � I � 115' v Mo® BOCK /3 CD3 --- '980 5980 5,9 O5,980 98 5,740 <O � IN I 5,750 IIIA _ _ - 21-- �- � N II„ Y s' QI s2' S2' 2' S S2' S19 - 20 22 23 24 25 0821 - BLOCK 27 p, , � 3 � � � � r � ; �� 0 13 � I I (� 2' 52' 52 4,7825/0 , , 4,370 43 4, 4,401 _ 19 0 TOLL ID I LLCo N89 1 51 W 5, 5o O ��� � 17 L C0.04 \ ' of _ 1,5.367 •- 5,750 J I Z II / I V: I QUENZER 5' - I cos N N iC4 FARMS LP f � I I Z I ��� - W. RAPID CREEK SIE -1-1- - o N 12 � 13 � 14 '� 15 \ ` " \ � 438' - - - - , s Iso 15' N 5,750 5,998 5,980 5,9' 59 0 - - - - - - - - - - - - - - - - - - - W 6,007 6,209 - 04 20 38' 38' 38 38' 38' 38' 4 38' ��� W TESSIN, JOHN 6' � � � 6,641 6,553 �I �a � 5' \ RD i Q o 15 ( Q v A 033 �2 6 A 032 031 z 915 Q 40' S2' 5,86 / �\ J�/ _ O 3 4 5 6 7 m - I\\ 2a 6 - O O O O O �® � G � 10 - 1 1 12 / Y / I - W. GR D WIDS S. O V i z 107' 029 4,060 4,370 4,370 4,370 4,370 370 4,370 4,370 4,370 4;370 a _ R 202' � � - O 4..01 16 JO i C4, _ �v 5,750 I_ - �,/ 20 \ \ 115'- ���_ _ g S 9'31,,,33"d Q - 3 38' 39' � I / - \n;.1N 17 22 C3 5,750 cls \ 115' - ---- - --- 5,006 0 C ------------------ 23 �� o \ - ----- S =� 4,769 2 ` 18 m i -_N7T43'33"W=5,632 �� �\ \ \ > 5,279 13' 82.6 ��� VSoS w �. _E ��/� 5,564 349.97' o. N - S S O sv Rq - �� 5,649- ��\\\F W. PELLT WER DR. o Y , 5,677 ------ \\� \ \-\ 28 414 N. CAY QUENZER FARMS LPA\�5� ��,� 5,705 a R i Curve Table Curve # Radius Parcel Table C1 Lot 78.31 C2 Area 106.40 BLOCK 1 Lot 1 OPEN 1676 ENDCAP BLOCK 1 Lot 11 OPEN 2849 COMMON DRIVE BLOCK 1 Lot 21 OPEN 50222 PATHWAY/DRAINAGE BLOCK 1 Lot 36 OPEN 2705 ACHD ACCESS BLOCK 1 Lot 37 OPEN 3016 COMMON DRIVE BLOCK 1 Lot 43 OPEN 10929 BUFFER BLOCK 2 Lot 1 OPEN 1680 ENDCAP BLOCK 2 Lot 19 OPEN 15367 BUFFER BLOCK 3 Lot 9 OPEN 3159 ENDCAP BLOCK 3 Lot 18 OPEN 22950 PATHWAY/OPEN BLOCK 4 Lot 1 OPEN 56530 PARK OPEN Curve Table Curve # Radius Length C1 50.00 78.31 C2 50.00 106.40 C3 600.00 120.81 C4 600.00 204.09 C5 50.00 61.53 C6 50.00 78.32 C7 50.00 78.76 C8 50.50 35.62 C9 50.50 30.46 C10 50.50 30.46 C11 50.50 48.17 C12 73.00 17.78 C13 50.00 48.37 C14 50.50 32.10 C15 50.50 35.36 C16 50.50 21.79 C17 50.50 32.01 C18 50.50 23.61 C19 73.00 16.23 020 73.00T 1.54 Curve Table Curve # Radius Length C21 27.00 57.46 C22 623.00 98.98 C23 577.00 8.63 C24 577.00 50.14 C25 577.00 50.64 C26 577.00 51.56 C27 577.00 82.96 C28 577.00 68.52 C29 623.00 31.10 C30 623.00 2.55 C31 623.00 52.37 C32 623.00 46.34 C33 27.00 12.32 C34 27.00 29.98 C35 73.00 30.22 C36 73.00 37.48 C37 73.00 46.65 C38 50.50 25.46 C39 50.50 35.54 040 50.50 32.82 Curve Table Curve # Radius Length C41 50.50 50.93 C42 27.00 29.98 C43 64.00 27.57 C44 64.00 32.25 C45 64.00 18.94 C46 36.00 25.45 C47 36.00 18.85 C48 27.00 42.29 C49 27.00 12.55 ___tC50 623.00 53.09 0 - 1 517' w 5,750 Y 5,750 �8' sqs 41 m \\\\\ \\\ \ c 5,723 CO, \ 115' - \, \\�\ 5.750 � \ C'�� � ✓'_ C175,750 0 5,750 \ \� \\� \\ \\ ��� • / 6,048 8 24'-0" VA 7,507 12'-0" 12'-0„ --- SLOPE 2.00% 1 SLOPE 2.00% - 4" - 3/4" MINUS CRUSHED GRAVEL 2 1/2" ASPHALT PAVEMENT 28' RIGHT-OF-WAY TYPICAL STREET SECTION NOT TO SCALE STANDARD ROLLED CURB & GUTTER (TYP.) AS PER PLANS 10" - 6" MINUS PIT RUN P/L 46'-0„ P/L 6'-6" 33'-0" 6,-6„ -6"5'-0' 16'-6" 16'-6" 5'-0"1'-6 14'-6" 14'-6" SLOPE 2.00% SLOPE 2.00% 4" - 3/4" MINUS CRUSHED GRAVEL 2 1/2" ASPHALT PAVEMENT 46' RIGHT-OF-WAY TYPICAL STREET SECTION NOT TO SCALE I CONCRETE IL SIDEWALK (TYP.) 4' - 3/4" MINUS CRUSHED GRAVEL (COMPACTION REQUIRED) STANDARD ROLLED OR 6" VERTICAL CURB & GUTTER (TYP.) AS PER PLANS 10" - 6" MINUS PIT RUN SA� o 39 f 5,750 ti• 115' o 38 5,750 � I I I 1 QUENZER FARMS LP CITY OF MERIDIAN - S`3S4�I,V 7Sj I II'I l i � _ N75'33'50"W 38.09' QUENZER, EUGENE ��--�J,J I ADRYCE & \N83*53'05"W I ` FAMILY TRUST 27.54 I \ 1 _ r \ I I I T J - II READ -. y _ TTmirnTf& 4 rff Q U II0 m _F C-) Y I 011 z ---------- 01 ol� VICINITY MAP 1 "= 500' NOTES iP \ 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. DEVELOPMENT FEATURES OWNERS PROPOSED FIRE HYDRANT LINDA P HARGER 2. THE SUBJECT PROPERTY FALLS WITHIN A FEMA FLOOD HAZARD ZONE. ACREAGE 4435 N BLACK CAT ROAD REFERENCE FIRM PANEL 16001 CO139H REVISED FEBRUARY 19, 2003. MERIDIAN, ID 83646 TOTAL PARCEL - 21.02 ACRES 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, TOTAL LOTS - 104TOTAL VIPER INVESTMENTS LLC STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET DWELLING UNITS -93 1977 E. OVERLAND ROAD ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT BUILDABLE LOTS - SF RESIDENTIAL -93 MERIDIAN, ID 83642 EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 COMMON LOTS- 11 WATER LINE (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE DENSITY DU/ACRE- 4.42 DEVELOPER SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION AND COMMON AREA -3.92 ACRES -18.7% TRILOGY DEVELOPMENT, INC. LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A USEABLE OPEN SPACE: 2.98 ACRES -14.2% 9839 W CABLE CAR ST PUBLIC STREET. ZONING BOISE, ID 83709 LOT NUMBER 6,500sf ENGINEER BLOCK 7 EXISTING - RUT 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE PROPOSED - R-8 DAVID A. BAILEY, P.E. APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE SEWAGE DISPOSAL BAILEY ENGINEERING, INC. OF THE BUILDING PERMIT. 4242 N. BROOKSIDE LANE ® MERIDIAN CITY SEWER BOISE, ID 83642 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH WATER SUPPLY PLANNER/CONTACT LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF MERIDIAN CITY WATER SHAWN BROWNLEE THE NAMPA AND MERIDIAN IRRIGATION DISTRICT. CITY TRILOGY DEVELOPMENT, INC. MERIDIAN CITY 9839 W CABLE CAR ST 6. SITE SUPPLY LATERAL IS TO BE TILED ALONG THE EAST BOUNDARY PER SCHOOL DISTRICT BOISE, ID 83709 NAMPA MERIDIAN IRRIGATION DISTRICT AND CITY OF MERIDIAN REQUIREMENTS. WESTADA FIRE DISTRICT 7. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE MERIDIAN PONDS AND SUBSURFACE INFILTRATION FACILITIES AS APPROVED BY ACHD. IRRIGATION DISTRICT 8. COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE SUBDIVISION NAMPA MERIDIAN HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS. IRRIGATION DISTRICT 9. ALL EXISTING STRUCTURES WILL BE REMOVED PRIOR TO DEVELOPMENT OF THE PHASE CONTAINING THE STRUCTURE. I 60 0 30 60 SCALE IN FEET 1 " = 60' I \I PLAT LEGEND K PROPOSED FIRE HYDRANT STREET LIGHT EXISTING CONTOUR --- - - - - - - - - BUILDING ENVELOPE (SETBACK LINE) PHASE LINE ZONING LINE RIGHT-OF-WAY LINE LOT LINE GRAVITY IRRIGATION LINE 5 5 SEWER LINE _w_w WATER LINE ?I PRESSURE IRRIGATION LINE SD SD STORM DRAIN LINE - ROAD CENTERLINE ROLLED CURB/GUTTER AND SIDEWALK QQ LOT NUMBER 6,500sf LOT AREA BLOCK 7 BLOCK NUMBER FLOW ARROW W. ASHTON DR. STREET NAME HANDICAP RAMP SURVEY LEGEND ® FOUND BRASS CAP MONUMENT FOUND 1/2" IRON PIN ® SET 5/8" IRON PIN ® FOUND 5/8" IRON PIN - - - - - - PROPERTY BOUNDARY LINE - - - - - - SECTION LINE - - ------ ------ - - - BOTTOM OF DITCH REVISED NO. DATE DESCRIPTION alley Engineering, Inc. CIVIL ENGINEERING I PLANNING I CADD 4242 N. BROOKSIDE LANE TEL 208-938-0013 BOISE, ID 83714 www.baileyengi'neers.com DRAWN BY: DAB I CHECKED BY: DAVID A. BAILEY P.E.PROJECT: 02017-016 DATE: 08-03-2017 120 P R E I- I DSI I ISI A R Y I=> I- A T R A P I D CREEK SU BDIVISION SHEET.. TRILOGY DEVELOPMENT, INC.9 p .1 \ I I I I \PI -P1 11- PI Pr PI 'n -PI - \PI - I PI 52' S89'30'26"E 1317.99' PI 0 \ CONCEPTUAL ENGINEERING PLAN PI PI PI 65' 60' 60' P PI PI PI PI PI P1 6 0' 60' PI P 70' 3' 3 0' PI PI PI PI PI PI _ RAPID CREEK SUBDIVISION BLOCK OV K - I/ I I Q \-�I�CK 2 2540 I \® I A PORTION OF THE NE 1/4 OF SECTION 33 \ I I I�E-3----,,2539 TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN 6,653 SSMH = MERIDIAN, ADA COUNTY, IDAHO 2537 o 2017 ® 6 cj 4 - - 8,106 0 3 - - Q 2 ri 1 i I pil, 00 m v� - / 5.25, - -- - X785- 5,802 -5 H� o 6 7 7,096 �, 7 I i 2,8¢9 - - 5,842 5,852 6,055 --- 67 f ,12 7,139 7,642 \ H12� 5,822 \5,832- I Y 5 6 0 I ` pe) -- -- - / 6 s -5,500 ' _ - �L� 7 A\ V 9,891 o I - IN � c4, -i" SSMH E-1 I _ ; � -v A I � _� -1-1, SS A-2 50 A - I -- - G -- 50' -- 50' I Pito 3 50' �g I 110' - - -- ' H A-4 - � SSMH A 3 �'_--- - - moo'=- - 5� \ I I SSMH E-2 � w w - - w - w - � - - - - - - w - w - - - - - - - � SSM �„ 65' \ 60' 0 i / 60 �0' II w w w -w -w -- 114 " 3gw w w w w w w w w� - -' - I II� rn SO I -------------- - �_5 _ _ _ - -__-_ \ w w w w w w w w w ' sy-- W� LES[ A_ ST_. w w \ \� _ 5,304 - -_ __ �- _ _ � o \Y I \A s s s s s s s s a a �� -e�� \� \ \ \\� i - - - - - - - - - s s J I / I s- s _ s s s s s s s s s a � II 03 - - - - - - - - - - - - - - - - -\ - � � s a I W I i 52 f \ I 49 41 52' 52' S2' S2' �'� 52' 52' �.v`--- --- -- -- � ' f 6,483 ={ I �-_ _ e 18 - 5,540 a ,y I I� s# 2' I \ SSMH F-4 3 PI PI PI P PI / - I I I PI PI I PI PI PI P, -PI I 3 _ 5 - `� � �' 4 � � \ \� r, i ' �\ / / I I -:�\\� BLOCK ,� " I N 12 0 I I � -/// � Q O � � II \ R� �� �\ >! o TOE___ _ _ _ _ \.... is / II 6,055 5,980 5,980 To TOE TOE �� �� °R�-- c0 3 5 980 1 t�� \ ED DR 5,740 _ 5,980 --- 5,980 TOE �,- OEC \�� R� EDRR DR i 6,750 W aVF roF- TOP- TOP \ �% % __ r \ yam- A �� \ I r N > \ -- OP TO �- - 15' l� Q - _ - 6 - - I � 1 PI 115 PI , PI " \ ' \ I _. -.. _ I .,21_-__ _:r. uP J (`i N... v' 04 � \ 3 I 104 I� -\\ W 3 2537 1.3\ 1� l" 19 \ - 4 - 23 24 \ \ 25 26 __ 27 28 29 - - 30 \ iol N IC 4 370 4 370 4 370 4 370 46.82 4 370 4 370 �, 4 370 " 1 3 I ° 401 -� \ �I I N 3 4,782 75 \- (- - �1 00 s2' sz' s2 I 52 s2 2537 52' Sz' A � N89'1T51" �� v I v, I I PI PI PI PI PI PI PI PI PI PI PI 7 \-_ �� 1 ,367 sf O _ 3 I I � 0 2536 \ \G�� �1 I \ \ 3 2536 2537 2538 - / N ✓ \\ - 00 -t - d I N \ SSMH B-2 X45 14 poi 0 04 ------------ w - w w w w (./ 1 \ L L I \ J I . w w w - - - - - - - - - I t � w w w w 1 7 - - w - _ - 5 50 12� 13 14 V $ a a a g S a g 438' - - \ 5,750 5,9980 5, 15 v T\ G� - - - - -- --$ - $ - - - - -s - - s - - S- - s - -_ " 115' o 5, 6,007 " 3 w 16 � 1 7 20' 38' 8' 38' 38' 38' 3 a I PI Pi Pi - I PI o I (V 6,209 " 0,47 38' 38' 38' 38' " 6' I N 641 1,553 \ 115 3 / SSMH F-3 33 I �, / / SSMH B-3 " o III 0 SSMH F-1 SSMH C-1 / _ I �I 5,750 SMH B-4 -� C33 �, II (n V a 40 52' 52, 6' C32 5 o 5,866 41 \ / � V 1 3 C37 / m ln s � / -- -- c50 0 0 ® 0 ( © � l �; ® Q 10 1 1 � 12 I 5 107' w 253 w GR J w y-_- - / , 4,060 4,370 4,370 4,370 4 370 1 � C � _ \` _ w - __ / , 4,370 4,370 4,370 1 M I % 202' - - 2535 � cz9 4,370 4,370 4,401 " f � - V a a 11111 - w�yw � / I 4 N 16 s N Lo SSMH F-2 - - - - _, s $ $ a c4 �� _ �W 5,750 -- -- _ Q 2537 i a s \ I 1 15' 3 - �g - w\ �� 7 2538 1 y� --------� �z� a - T PI S89'31'3 "E /��_�A\ _ - -- -- ® � T0� I"� la I ��I �� �-, a � \ w PI - _ _ �I U . E , \ I \ s �Q " I� �V !303 / J .7 _� _ - -- •� - 83 I j 0 �� �S�\ 115' a - so s \ I \ 1 Ir�~-~-�- EGR- EGR EGR ..EGR S A- SSMH C-2 EIR � � � � � � EGR EGR------------ _ ------ w 23 �2 �\ w \ I I s MM 3 PLAT LEGEND ----------------------- 4,769 0 \ \ w 1 � 1 $ W A� 1 5,632 � � t PROPOSED FIRE HYDRANT w7.s.� �V ���\ 5,279 �'' a 1 \ 3 STREET LIGHT o 10' ���\ \ - EW 2726- EXISTING CONTOUR - - - - - - - - -- - �_so Vim\ 3 BUILDING ENVELOPE (SETBACK LINE) 5,564 1 W \ \\ \ \\ co PHASE LINE \V\V A.\\ VV \ �c�\ F� \ d \ 26 \ • 349.97 N �111�1n�111�111�u1�111�111� EG ZONING LINE 5,649 3 \ - - - - ��211° RIGHT-OF-WAY LINE \ s SSMH -3 I a�W BELL WER DR. 3 LOT uNE 30 GRAVITY IRRIGATION LINE 6,677 3 - s s , SEWER LINE w w WATER LINE PI - PI PRESSURE IRRIGATION LINE 5,705 4s ��� �� �� STORM DRAIN LINE ROAD CENTERLINE >100� SSMH D-1 \\ 3 I ROLLED CURB/GUTTER 5,733 so A 3 AND SIDEWALK \\ \\ \\ \\ LOT NUMBER E sooP1 LOT AREA BLOCK 7 BLOCK NUMBER EGR- FLOW ARROW 5,750 3' �-i ,17' W. ASHTON DR. STREET NAME VA HANDICAP RAMP \ \ 5,750 As• s s J 5,723 '° 8 \ SURVEY LEGEND s\ SSMH C-4 N �� 1,5 � SW EASEMENT ROW „ ROW SW EASEMENT \\\ \ \A \�� FSR y. �� SSMH C-5 �, ____7 ✓� �� 3 I �� FOUND BRASS CAP MONUMENT 50' -0 \\ Fw \\ �F�R \ - \ \\\ 33 c,� " W W \ II I FOUND 1/2" IRON PIN 7'-0" 36'-0" 7'-0" SLOPE SIDEWALK 1.75% t 5,-0„ A\\\ A VA\ \ F�� \ 5,750 \ 5� \ 3 ® / 0.25% PER ACHD SD 709 A SET 5 8 IRON PIN 5' 0" 18'-0" 18'-0" \\\ \ \ \ � � � \ \ I'I 1 FOUND 5/8" IRON PIN 1'-0" MIN I V-0" MIN 34 ,s' -- -- -- 16'-0" 16'-0" 2 � O I j � PROPERTY BOUNDARY LINE FLAT LANDING I FLAT LANDING \\\\\ \ \\\ FSR \ FSR S36 / 6,048 a 20 - \ I I ' - - - - - - SECTION LINE Lo SLOPE 2.00% SLOPE 2.00% \\\ �\ \ \\ " 7 3s N 43 - - - - - - - - BOTTOM OF DITCH 16 750 \ \ \ •�c \ d\ �� 1 5' I 4" - 3/4" MINUS CL 5" THICK CONCRETE \\\ \\\\\\ 35 �9 I CRUSHED GRAVEL SIDEWALK (TYP.) \\\\ \ �` \\ F 7\ a9a $$ C-6 4" 3/4" MINUS CRUSHED \\ \\ \ \ d 2 1/2" ASPHALT GRAVEL COMPACTION REQUIRED PAVEMENT ( ) \\ \® \ \\ \ 38 I I 3 I \ \ O EXTEND GRAVEL AND PIT \ d RUN 6 PAST CURB. (TYP.) \\ \ \ 5'750 50 RIGHT-OF-WAY & STANDARD ROLLED \\ \\ \\ � . 27' 2 115 �1I SIDEWALK EASEMENT CURB & GUTTER (TYP.) AS PER ACHD sD 702 TYPICAL STREET SECTION 10" - 6" MINUS PIT RUN \\\ \\ \ I NOT TO SCALE \ MAXIMUM PROCTOR DENSITY 40 0 20 40 80 \�\V \� ---_ ��•e �� SCALE IN FEET 1 = 40 N75'33'50" - NO. DATE DESCRIPTION 3809' � afley Engineering, Inc CIVIL ENGINEERINGI I PLANNING CADD 4242 N. BROOKSIDE LANE TEL 208-938-001 BOISE, ID 83714 www.baileyengineers.col oF�\ DRAWN BY: DAB CHECKED BY: DAVID A. BAILEY P.E. PROJECT: C2017-016 DATE: 08-03-2017 \\ N83.53'05"wCONCEPTUAL ENGI"EERI NG 27.54' \ SHEEM RAPID CREEK SUE DIVISION 'TRILOGY DEVELOPMENT, INC. -jr 70'-0" 8'-0" 54'-0" 27'-0" 27'-0" 5'-0" 3'-0" 21'-0" 12'-0" 21'-0" SLOPE 2.00% SLOPE 2.00% ' III �i Li ROW ROW TOP SOIL 2 1/2" ASPHALT PAVEMENT 6" VERTICAL CONCRETE CURB (NO GUTTER) PER 6" VERTICAL SIDEWALK 4" -3/4" AGGREGATE BASE ISPWC SD -701A CURB (ACHD SD 701) (ACHD SD709) 10" -6" PIT RUN EXTEND GRAVEL AND PIT RN 6" PAST CURB. 70' RIGHT-OF-WAY (TYP.) BELLTOWER ENTRANCE COMPACT UPPER 6" OF SUBGRADE TO NOT TO SCALE MINIMUM 95% OF MAXIMUM PROCTOR DENSITY 40 0 20 40 80 \�\V \� ---_ ��•e �� SCALE IN FEET 1 = 40 N75'33'50" - NO. DATE DESCRIPTION 3809' � afley Engineering, Inc CIVIL ENGINEERINGI I PLANNING CADD 4242 N. BROOKSIDE LANE TEL 208-938-001 BOISE, ID 83714 www.baileyengineers.col oF�\ DRAWN BY: DAB CHECKED BY: DAVID A. BAILEY P.E. PROJECT: C2017-016 DATE: 08-03-2017 \\ N83.53'05"wCONCEPTUAL ENGI"EERI NG 27.54' \ SHEEM RAPID CREEK SUE DIVISION 'TRILOGY DEVELOPMENT, INC. -jr 2550 2545 2540 2535 2530 SEWER SINE A PROFILE 2550 2545 2540 2535 2530 2525 2525 2520 2520 2511+'Sn 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 15 2550 2545 2540 2535 2530 2525 2520 SEWER LINE B PROFILE 2550 2550 2545 2545 2540 2540 2535 2535 2530 2530 2525 2525 1+50 2+50 3+50 4+50 5+50 6+50 7+50 8+50 2520 252 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 SEWER LINE D PROFILE 2550 2545 2540 2535 2530 2525 0 r- 0 n z N SIA 2+00.00= 3 zZ SSMH C-5 3:: Ln 3 SIA 2+00.00= ui z `n N RIM:2537.30 o r°7' INV IN:2531.52 INV ao = N PoN SSMH A-2 a, r`? N N12 z II O N �� o � ON (0040404 N c� Ln 36 LF " STA 2 STA:4+94.20 PVC ®0.60% iit r - p N z� � Co O 04 �� , � N (0 0) ^ 0 M M Nlz ro rn RIM:2538.67 NN A N N SSMH -2 w (n 00 rjNF- j��j� co N ro N N� N I�nr� °?INV ��� 104:2527.27 IN:2527.27 E S m � (N? + LC cpN Ipl N ao 0o 00 I LON .. STA:3+ 2.29 (n(n(n0_---- m N CN 0° +INV li CO INV I :2527.27 W �`� zp N MONK- oN� pm� NNN M Z) �p 10) � .. LL rr� cV H N M� -0000 �» lfi M 00 N 0 Q V) NNN�zzz INV 0 T:2527.17 N (n fn zz /I NNS 2 (0 04-0 2 0) ZO O Na N� MNNZ INV IN: 528.86 SE �» -- N2M z ZZO N N» 0U)U)Ezz -- �? ���»> - - :m INV IN: 528.86 W (n (n o- z z �� NNS zzz N vi �zz --- V) U) U) z in (f) E z INV OU :2528.76 N ---------- Cr) --- , -- PVC ®0.6 % o f7�7 �\ _ I---- --------- --- — — — — ------- 7MEMM PVC C0D0.40� ---- 16.1 � � r PVC ®.60% 0.40 PVC 0.40% VC ®0.40% I � PVC 0.40% VC ®0.40% 8" / PVC ®0.60% 4 LF 8" PVC ®0. 0% VC ®0.40% pVQ ®0.40% pVC ®0.40% PVC ®0 40% 2550 2550 2545 2545 2540 2540 2535 2535 2530 2530 2525 2525 1+50 2+50 3+50 4+50 5+50 6+50 7+50 8+50 2520 252 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 SEWER LINE D PROFILE 2550 2545 2540 2535 2530 2525 0 r- 0 n 2550 2550 2545 2545 2540 2540 2535 2535 2530 2530 2525 2525 or -on or-e)n SEWER LINE E PROFILE SEWER LINE C PROFILE N SIA 2+00.00= 3 zZ SSMH C-5 Ln M STA:9+16.75 ui z `n N RIM:2537.30 o r°7' INV IN:2531.52 INV S -2531 52 Ki = +C -4p PoN -IN INV OU :2531.42 W N N12 z II O N �� o � ON (0040404 N c� 0 36 LF " STA 2 00.00= PVC ®0.60% O z� � Co O 04 �� 2550 2550 2545 2545 2540 2540 2535 2535 2530 2530 2525 2525 or -on or-e)n SEWER LINE E PROFILE SEWER LINE C PROFILE 2550 2545 2540 2535 2530 2525 `1 + 2+50 3+50 4+50 5+50 6+50 7+50 8+50 9+50 10+50 2520 1 +M 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 z 3 zZ WN�I� (n z ui z W w(n00 � Z w PoN cn II (n 3(o w� O II O N �� o � ON (0040404 N c� 0 O 00 0°00 r STA 2 00.00= M O z� � Co O 04 �� , � N o `n ^ 0 M M 04 �M (o rn ONN�00o0� pp NN _0000 0)(N SSMH -2 W rjNF- j��j� co N ro N LO NU N I�nr� ~ N ~ �z z zz ��� OV�I�Lo MZ = 1 U cpN I m00MLo �N Lri .. I LON .. STA:3+ 2.29 (n(n(n0_---- M • 10 N U o0 +U-) O li CO N 2 + .. .. p r7 NZ -0 U (o V) NH N MONK- + Lo Z M Z) �p 10) � .. LL rr� cV H N Unrn �ZZ lfi M 00 N 0 Q V) NNN�zzz g (n H m> = N-0 /I 2 (0 04-0 2 0) ZO O _ N=r,,�NZZ0 MNNZ INV IN: 528.86 SE �» V) z m��» N N» 0U)U)Ezz �? ���»> - - :m INV IN: 528.86 W (n (n o- z z In N NNS - N vi �zz N V) U) U) z in (f) E z INV OU :2528.76 N ---------- --- , LI PVC ®0.6 % o f7�7 I---- --- --- ----/ 7MEMM PVC C0D0.40� ---- 16.1 PVC ®.60% 0.40 PVC 0.40% VC ®0.40% ID PVC 0.40% VC ®0.40% 8" [p=pvac--o=o.lj0% PVC ®0.60% 4 LF 8" VC ®0.40% 2550 2545 2540 2535 2530 2525 `1 + 2+50 3+50 4+50 5+50 6+50 7+50 8+50 9+50 10+50 2520 1 +M 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 z WN�I� ui z W w cn II (n 3(o w W o � ON (0040404 3wN Z M Z 04 Sao M O z� o p 1 opt u-) u-)Nr, Q 0) toN N NI— �� , cc N oO 04 U-) 04 �M d r7 �0) O NM N=�04ZZZp 0400 N UnN W rjNF- ro N LO NU N I�nr� ~ N ~ �z z zz Lq Lo 04 `nom = In •• p N-0 0) C-4 I N W SNF- W 0) I- + LO (n(n(n0_---- M • 10 N li CO N 2 + .. .. p r7 NZ -0 W U-) z O M�cNO 10) � .. LL rr� cV H N N H �ZZ lfi M 00 N 0 Q V) NNN�zzz g (n H m> = N-0 /I 2 (0 04-0 2 0) ZO O U) N �» m��» N (n (n (n - - l I (n (n o- z z In N - - -- /�---------------------------- ---- ---------- --- , o I---- --- --- ----/ ---- 16.1 PVC ®.60% PVC 0.40% VC ®0.40% Tl VC ®0.40% VC ®0.40% 8" 2550 2545 2540 2535 2530 2525 nr-nn `' L" 1+50 2+50 L J L V + 2+50 3+50 4+50 5+50 6+50 7+50 m& J Lv 1+00 2+00 3+00 1 t+ro 2+00 3+00 4+00 5+00 6+00 7+00 8+00 0 SEWER SINE F PROFILE 2550 2545 2540 2535 2530 irk-kM 2550 2545 2540 P*I&l 2530 2520 20 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 50 0 25 50 100 SCALE IN FEET 1 " = 50' ui z w cn II (n 3(o W 3wN Z M Z 04 M O 000 000000 N 00� �� r-0 04 �M 04 00 - rcq cV 0 I 0400 N UnN Lo0) ro p � Lq Lo 04 `nom liu) rsi 0) C-4 00 aop� M • 10 N li CO N 2 + .. .. p r7 NZ -0 W �10 N� 10) � .. LL rr� cV H L- 0) + N H lfi M 00 N 0 Q V) NNN�zzz = N-0 /I 2 (0 04-0 2 0) ZO O U) N �» m��» V) (n (n (n - - l I (n (n o- z z In N - - I� ---- 16.1 PVC 0.40% Tl VC ®0.40% 8" PVC ®0.60% 2550 2545 2540 P*I&l 2530 2520 20 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 50 0 25 50 100 SCALE IN FEET 1 " = 50'