Loading...
PZ - Concept Engineering Plan ® a W 1 I I W — — W W \ W W S d W W e � y W W r W W 5 1 8 11 1 r O 12 W W 1 1 13 W W . W I 1 W W BLOCK 1 w 15 I ' s 16 „ � MGM 17 w w W w W 19 S M_ S s S W W W W W W W \` M W 24 r S 5 M_M O 25 W W S• W W W W W \ �_ S 'S S• W W W W 3 :s y y �' s_s�_ MGMIt BLOCK 1 26 27 y O I 2 s_ S� vv. s_ RELI E r O S 3 s n _s _M_ a ' M w v W W— W W W •W• W y y w O S_S M_ y y 41 — W. STURGILL PEAK ST. � O sus M�f S__ y y W W W W W 10 W s_S, I ' . •1 ,l' y � � � � y • y y a w W •� �. �. �. � � � � �. �. 11 S S_S •• � �. �. �. 1 S W W W W W W W 12 W W W W W W W W j W W W W W lllJll W W W W W W W u) Q BLOCK 3 W ' y y y y Og y y y y 22 O s W 22 21 t O W W W y N 20ccO d d 19 W 41 v i v v v Q O v U v w J W Z W W W W W 18 13 S CC O W W W W W W W W W W ,S W O N W W W W 9 W s W W W W W 15 W W W W W W W W W W W w I M M M M M M M 1 O s s W. PARACHUTE DR.— s M BLOCK 4 � ss s s s sp_ � _' 41 20 i a ' s_ M_ U) 11 BLOCK 2 ' M W W1141 SAS — =�M W 12 s_ 13 O , S� �M_M O a W W s — 14 _ M 15 N 16 17 18 'W M s_ �M :r uj 1 2 3 4 5 6 19 1 W y O s M 1 T W W , O X X X X X X X X X �� S_S �_ BLOCKS / 1 ems__ _ MGM 1 S W W M M w W _ _M� M M M• • S , M M M • .. m M w s S s s s s s s s s s CONCEPTUAL ENGINEERING PLAN O S 2 M 1 1 s' S' .s .. �� �� �- W M 0 50 100 150 x s I Z Plan Scale: 1" = 50' W W W W W W W W W W W J LEGEND X O O W W W W W W W W W W W 8 9 BOUNDARY LINE . N O 11 W W W W W W W W W W 13 14 OFFSITE BOUNDARY LINE 41 11, W W Q PROPOSED LOT LINE w 41 BLOCK 6 + p FOUND 1/2 INCH REBAR x f N Q w ' OO FOUND 5/8 INCH REBAR W W W W W W W W W W cn 3:: 12 ' 12 n Z O W W W W W W W W W W W ® SPIKE y y y y x PROPOSED IMPROVEMENTS 3 s s s SEWER LINE z _O X w w WATER LINE 13 33 32 31 30 29 W W W W W W W W W W �S SEWER MANHOLE 2645 PROPOSED CONTOUR W W W W W W W W W W X :, ' d W W W W W W 0 5 A W W W W W W W W W(o0� X O14 �f s f 6 y _ yy y yW W W — PRESCOTT RIDGE SUBDIVI SION EXISTING FEATURES s s SANITARY SEWER LINE PRELIMINARY ENGINEERING NOTES M M M M M M M M M M M M M M M M M s M M , w w WATER LINE 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS _WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING WATER X 15 s s s s s s 3 s s s s s s s s s s s s s ENGINEERING PLAN 0 0 0 o GAS LINE MAINS IN N. TRIDENT AVE. AND W. CHINDEN BLVD. (HWY 20/26) M " 1 . 1 S'. O s R , oP oP OVERHEAD POWER LINE 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROPERTY �— S�ONAL EN WILL BE SERVED BY THE CONNECTION AT N. TRIDENT AVE. SST ci ci GRAVITY IRRIGATION LINE 3 ' �� F� O Z 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED ui Z O SEWER MANHOLE DURING FINAL DESIGN. r v Q Z (, Wv 16 w WATER VALVE 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE x 18 19 y w ' 0�/10/0 p WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN 17 O O 20 21 22 3 1 O O 40 O O �q7 Q� ENGINEERING WATER METER REQUIREMENTS. E 0 ® N O7 O8 9 9lTyEw s 1 ` 92BO SE,IDAHO 83714 ET ' FIRE HYDRANT 5. PRESSURE AND GRAVITY IRRIGATION IMPROVEMENTS SHALL BE DETERMINED DURING FINAL Z PHONE(208)639 6939 Q NECT kmengllp.com z z °� DESIGN. X EXISTING W TO AVER MAIN EXISTING BLOCK 7 POWER POLE SANITARY 3 .1 6. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE SEWER ' Digitally signed by DATE: 04/10/20 C a FT POWER BOX STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE INV:25XX.XX c IRRIGATION. 5 Matthew S. Derr, PE PROJECT: 18 140 EP EP EDGE OF PAVEMENT — — — — — SHEET NO. J 7. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED — Date: 2020.04.10 W Ec Ec EDGE OF GRAVEL DURING FINAL DESIGN. a 17:16:38 -06 00 P P . MATCH LINE - SEE SHEET PP3.2 LEGEND s BOUNDARY LINE ' 1 OFFSITE BOUNDARY LINE 0) y y y PROPOSED LOT LINE 0 FOUND 1/2 INCH REBAR W W W W W W W W W W OO 1 $ FOUND 5/8 INCH REBAR J• J• � J• J• J• � � � W SPIKE Z PROPOSED IMPROVEMENTS S S S SEWER LINE 27 N /i• • M t y y y y y y y W w w WATER LINE SEWER MANHOLE 2645 PROPOSED CONTOUR ' LA BLOCK 2 / 5 M /• y y y y y y y W y y/ U) s r / �P , ♦ EXISTING FEATURES P� s s s SANITARY SEWER LINE s w w WATER LINE ----/\'• t / / 5 / 36 W W W W W W W W W W W W W W W W W W .\-1 W/ W Wes\ G G c GAS LINE W W W W W W W W W W W Y,t' �• V L W,j W W s �.�/ / \ • op—op— OVERHEAD POWER LINE , A ci ci GRAVITY IRRIGATION LINE W W W W W W W W W W W W W W W W W W W W W W W W W/ W 14 OS SEWER MANHOLE O / / wv ' �• W W W W W W W W W W W W W W W W W W W W W W W W W W W W /� � / � X' WATER VALVE WATER METER W W W W W W W W W W W W W W W W W W W L W W W W W W / •'t W / t' W FIRE HYDRANT J• J• J• J• � � � � J• J• J• J• � � � J• J• J• J• � � � J• J• J• J• � r �• / O / � �' W W W W W W W W W W W W W W W W W W W W W W W W W W /• W /W t' / W J• J• J• � � � � J• J• J• J• � � � J• J• J• � � � J• J• J• J• �/ / ;J• /� t � / t �L7 / POWER POLE C-9 S , POWER BOX ' 1 � y y y y � � � y y y � � � y y y y � •� / EP EP EDGE OF PAVEMENT .t $ 29 W W W W W W W W W W W W W W W W W / � S•W 12 /' ' W 2S EG EG EDGE OF GRAVEL BLOCK 9 17 W W W W W W W W W W W W W W / _N\ Q / 4-11 N p W W W W W W W W W W W W W W / 0 % PRELIMINARY ENGINEERING NOTES 20 W W W W W W W W W W W W W .G ty W t. S \ �/ z O W y y y y y y y ✓/ r 1 / 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS ' 0 �� / WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING WATER a u t k y y y y y y �/ s / e /� /�' / s MAINS IN N. TRIDENT AVE. AND W. CHINDEN BLVD. (HWY 20/26) 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROPERTY Q / WILL BE SERVED BY THE CONNECTION AT N. TRIDENT AVE. C-9 / O 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED 8 \ DURING FINAL DESIGN. 1 J• J• J• J• / / S/ / i 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE a W I 16 W W W W W W W W I WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN O REQUIREMENTS. 5. PRESSURE AND GRAVITY IRRIGATION IMPROVEMENTS SHALL BE DETERMINED DURING FINAL t ' N y/. / /y DESIGN. W 26 6. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE W ' BLOCK 10 �� O W STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE W 1 IRRIGATION. (n 7. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED \ DURING FINAL DESIGN. W t W W W W/ / 1O W W W t 14 / y �' � O 21 W s. t t. (^ M M M M M M M M M .i, ,i, � •,w,j.i, / ,i, ,i, ,i, ,i, 1 �, / / / W. PARACHUTE DR. �� �, ,, Q si—�— s s /Y W s s s s s s—� M y/.t t N Lu zJ• J• J• 'I O W•• $ J• t• / C9 t•/ J• J• J• LL z t / BLOCK 11/ W W W� W W W•/ W y y y 15 16 17 � � � •/ W W W W W W W W WCA 19 ' t W /•S l t• lW O V C, BLOCK 6 20 � � �./ . � ,y / /.• � �. .� .� y �. �. �. y y y � I 3' t � W � � J• y � � � y y y � < S t W ' Y / W W � W W W W J• W W W W � t p 1 t• J• I ..y. (7 W S • 21 •t � y� • t• � t / �. � $ v~i � 10 ,�•t t � s• � �, I J W I �• I ' 26 25 24 O O O O 5 6 17 W � O O W N 1 t 3 16 M M M M M M M M M M M M M M�M M M M M M M M M C9 W. SMOKEJUMPER ST. — — — — — _ M M M M M M M M / t, — W. SMOKEJUMPER ST. —s s s s s s s s s s $ s s s s s s s s s s s s $s s s s s s s s s s s EDs O t t t t 1 :t w 15 U D 12 BLOCK7 W 3 } 3 Wtl PRESCOTT RIDGE SUBDIVISION z Qa le 5 6 BLOCK 12 14 O O 10 11 12 13 14 15 16 17 18 Q O O O O O O7 $ O MERIDIAN, IDAHO 0 3 1 O 10 11 ENGINEERING PLAN U I ' u PZ O N O ' W I S�p14AL fN z z F� O 1 z w OW10/20 �z, ENGINEERING OF �QP�� 9233 WEST STATE STREET lTF1EW S• BOISE,IDAHO 83714 z PHONE(208)639-6939 CONCEPTUAL ENGINEERING PLAN kmengllp.com z DATE: 04/10/20if C g 0 50 100 150 PROJECT: 18-140 c d Plan Scale: 1" =50' SHEET NO. J 0 Lu a MATCH LINE - SEE SHEET PP3.3 I 1 � I sy 11 SS 54 53 52 63 62 61 60 71 70 69 68 76 77 78 79 I N 'w••I I I 61 12 I Q 70 • 69 68 67 66 65 64 M M W W W--W--.w W M I ' O y•IT 63 I 60 $ S S $ s 3 S S S S S S S S $ I y l �M MIN MIN MIN 3 N 3 I `2 I r` ' r' •r f r I r M O O O O 59 r 48 49 50 51 I 56 57 58 59 I I w w w w w w w w w r. 62 W. LOST RAPIDS ST.— P N s s s s s s s s s s � � r • r r , BLOCK 8 I I M • � r/ I I nth„ •r r Iry y (n 1 3 ly s7 I:• N .y I y 3 ,"y � 29 28 27 26 25 24 23 y "�' � 24 23 22 21 32 31 30 29 40 39 38 37 I 47 46 45 44 Ir ,rly � , 16 I . 3 I I r 3 Iy I •, I y y r 14 M M I . S ;• ly n r H � 3 nl y Ir re } � � •r �y 22 • ~ s s $ 'r � 55 s s s s s s s s � O c0 V, 13 y y 16 u • y ]C I Io U 3 I r'y I `z r• y • ca r 17 18 19 20 25 26 27 28 33 34 35 36 41 42 43 �: � :,y/y y �' S4 Z r �' / 15 18 19 20 21 y `� � � 15 / r• I V) / 3 y 53 ML W/A MIN • r r. r r .a y J y y y y y M M M M � M M M M M M � //t �$ 13 .s / 14 17 r .r.. , I W. WILDFIRE DR. — — �M / / w W w w W w S •r y y y y y y y y S S $ S S S S S S S S S S� � V � — s r r s /. y• W. WILDFIRE ST.— s / / s tp MIN y y y y y - •' \\ / ' •/ BLOCK 14 � � r. r . , � 51 • y y y y y y .r � \AA''\ y r y y y y y y \ \ 41 r ./ y y y y y y y q S ;r � / •r w w y y r y y y y y y y y \\ � I • � y y y y y y � S •I / 12 y y y y 17 O I O y y y y y y y y y $ � •/y y y y y r P � y y y y y y y y y O y ' � •', � 11 � y y y y � 16 � I 49 y y y y y y y y y y I 3 y y y y W r �'• � J J y y y y y y y y y•/ y y y y y y Ql y y y y y y y y y y y /.• 'y,•/ I r•• y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y/ ••/y y y y y y y U) N 4' H* y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y q 10 y y y y y y y O 48 Z r = y y y y y y y y y y y y y y y y y y y y y y /y• y y y y y y y •r BLOCK 12 ° y y y U y y y BLOCK 9 y y y y y y y y y y y y y y y y y y y / / �� / y y y y y y y y IQ� y y y y y y y y y y y y y y y y y y y y y y y /• OP / I 9 y y y y y y y y 14 r O I m 41 y y y y y y y y y y y y y y y y y y y y y y y y Y�. • [��V �y%� r � �S • y y y y y y y y r � 47 Iz y y y y y y y y y y y y y y y y y y y y y y % _\-J / .J % J I � y y y y J J J J• 1 (n V) J• y y y y y y y y y y y y y y y y y y y y y / 2�.1 ` .yr y } y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y/ '�• y y I /• y y y y y y y y y .r y y y y y y y y y y y y y y y y y y y y y y / y r• � O / C'J y y y y y y y y y y y y y y y y y y y 13 I `2 IIIIIIIIIIII� IIIIIIIII, I_ I_ I_ 1111111111, I_ I_ I_ y y y y y y y y y y y y y y y y j•/ e j/ t• / / y y J J J 1 y y y y J `� y y y y y y y y y y •L y y y y y / � y y y y O y y y y MATCH LINE — SEE SHEET PP3. 1 y y y y y y y y y y y / 12 J J y y y y y y r / J•y % I � y y y y y y y y y y y r. 45 y y y y y y y y /��• •4% /y 6 I ` y y y y y y y y y y y y $ LLi J y y y y y /Y •y /y O V // y y J J J• y y y y J J J J• > *2 y y y y y J! •Y /y / C2 y y y y y y y y y Q y y y y y / J% r / y y y y y y y y y y BLOCK 13 Z CONCEPTUAL ENGINEERING PLAN . . Lu - y y y y y/•• W r y y y y y y y y y y y y O / � 0 50 100 150MMF— , y y y y y/• y• /� y y y y y y y y y y y U 44 w y y y / / r W I y y y y y y y y y y y y < r. Plan/Profile Scale: 1" = 50' y y J� J� J� y y y y J� z y y y y LEGEND 10 S S p y •/ /, y y y y y y y y y � r: / y S• � y O y y y y y y y BOUNDARY LINE / y O / y y y y y OFFSITE BOUNDARY LINE PROPOSED LOT LINE p FOUND 1/2 INCH REBAR $ \r s , � FOUND 5/8 INCH REBAR � ,'9/�s,�� \� � ,� r ••r • i\ O O O �, 41 ® SPIKE , �s� Q //�JP C9 \� r �� o PROPOSED IMPROVEMENTSV/' :� �r s s s s SEWER LINE , /�Q / \ z �s 40 w w WATER LINE /� / 27 I \•�'� � �S SEWER MANHOLE / \ _ _ _ 2645 PROPOSED CONTOUR LOTS 9-18,20-29,BLOCK 1,LOTS 27-37,39-51,53-61,63-69, \ *40 y w. ... S_S=1LDF11? BLOCK 12,AND LOTS 2-16,18-21,23-29,BLOCK 14 ARE 28 'R py • s=R PROPOSED TO POTENTIALLY DEVELOP AS ZERO LOT LINE � _ R" S_ _M 1 o LOTS.THESE LOTS WILL BE DETERMINED UPON FINAL PLAT �� I _ W '",'. S`— M�� P R ESCOTT RIDGE SUBDIVISION "' SUBMITTAL. $ z EXISTING FEATURES — _ R w' r s PRELIMINARY ENGINEERING NOTES 29 R r. S_ N W " _ � W S _y. wy .y .y' � . .y.. .�.. .Wr . . MERIDIAN, IDAHO s s s SANITARY SEWER LINE �� r 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS ENGINEERING PLAN U w w WATER LINE WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING WATER 30 _W —� W� y y y y y y y y y y y y y y y y y y y y y 0 0 0 o GAS LINE MAINS IN N. TRIDENT AVE. AND W. CHINDEN BLVD. (HWY 20/26) 31 y y y y y y y y y y y O 32 � op—op— OVERHEAD POWER LINE 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROPERTY 33 y y y y y y y y y y �pNAL f J• J• y y y y y J• J• y y WILL BE SERVED BY THE CONNECTION AT N. TRIDENT AVE. 34 y y y y y y y y y y SS /y Z ci ci GRAVITY IRRIGATION LINE 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED O 35 y y y y y y y y y y y Q Q w DURING FINAL DESIGN. y y y y W y y y y y Z O SEWER MANHOLE 36 37 y y y y y y y y y y y 19 4 z wv 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE O y y y y 38 y y y y w WATER VALVE y y y y y y y y y y J, 0�/10/20 p WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN E N G I N E E R I N G WATER METER REQUIREMENTS. y y y y y y y y qTE SOP y y y y y y y y y y qlj OF 9233 WEST STATE BO SE,IDAHO83 14STREET FIRE HYDRANT5. PRESSURE AND GRAVITY IRRIGATION IMPROVEMENTS SHALL BE DETERMINED DURING FINAL y y y y y y y y y y NEW S• Q Z °� DESIGN. y y y y y y y y y y kmengllp.com z PHONE 208 639-6939 — POWER POLE 6. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE y y y y y y y y y a STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE y y y y y y y y y y DATE: 04/10/20 m POWER BOX IRRIGATION. y y y y y y y y y PROJECT: 18140 EP EP EDGE OF PAVEMENT y y y y y y y SHEET NO. J 7. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED y y y yI.J..I Ec Ec EDGE OF GRAVEL DURING FINAL DESIGN. y y PP3.2 � W. CHINDEN BLVD. (HWY 20/26) —E 1-EP EP �e� EP EP EP EP EP EP EP EP EP EP d3 d3 d3� I d3— d3 P EP EP EP EP �' m / 1 m W W Z 1 W ICL w m 1 m m � a c� J W s 1 W 1 W r m m r T w T -d T T T C T. T T T T T T T T T T T T— - a � —T IRR .000 r � I W WrI 1 ui O 3 w• \ q 0 W z _ t f J 3 3 q ~ 1 LEGEND a �• I BOUNDARY LINE OFFSITE BOUNDARY LINE i3 PROPOSED LOT LINE I I p FOUND 1/2 INCH REBAR OO FOUND 5/8 INCH REBAR 3 ® SPIKE 73 �11 PROPOSED IMPROVEMENTS y BLOCK 12 s s s SEWER LINE w w WATER LINE I I SEWER MANHOLE 2645 PROPOSED CONTOUR W IR I f EXISTING FEATURES s ly s s s SANITARY SEWER LINE 3 'W w w WATER LINE w IW G G G GAS LINE op—op— OVERHEAD POWER LINE GI GI GRAVITY IRRIGATION LINE 80 r 3 I� O SEWER MANHOLE BLOCK 8 r W I v WATER VALVE � I I ® WATER METER — — — — — — — — FIRE HYDRANT r . I POWER POLE ;� I m POWER BOX EP EP EDGE OF PAVEMENT I I I I ° w EG EG EDGE OF GRAVEL PRELIMINARY ENGINEERING NOTES ' 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS I 3 WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING WATER MAINS IN N. TRIDENT AVE. AND W. CHINDEN BLVD. (HWY 20/26) 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROPERTY ' 3 I WILL BE SERVED BY THE CONNECTION AT N. TRIDENT AVE. 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED I ;I DURING FINAL DESIGN. I s 5 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. U 3 5. PRESSURE AND GRAVITY IRRIGATION IMPROVEMENTS SHALL BE DETERMINED DURING FINAL DESIGN. : I 6. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE i I 3 STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE IRRIGATION. 7. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINE ' I DURING FINAL DESIGN. I BLOCK 12 3 I • � 3 r. I l I V) 71 3 I o tIITTO N 3 ' ', -w w w w w w w w w w w z � 1 S S 5 S s s s S S S � U I z 3 I D V a r• I 0 PRESCOTT RIDGE SUBDIVISION z IU I. i MERIDIAN, IDAHO 3 ENGINEERING PLAN w NAL F MATCHLINE EE SHEET PP3. S Admk z Qom° O 1 99 z w p OW10/20 � �Z, ENGINEERING OF �QP�� 9233 WEST STATE STREET lTF1EW S• BOISE,IDAHO 83714 PHONE(208)639-6939 kmengllp.com z DATE: 04/10/20if C d PROJECT: 18-140 c 0 SHEET NO. W PP3.3 oc 47' RIGHT-OF-WAY 47' RIGHT-OF-WAY 2' 2' 2' 3' 5' SIDEWALK 16.5' TBC-CL 16.5' CL-TBC 5' SIDEWALK 5' SIDEWALK 16.5' TBC-CL 16.5' CL-TBC 10' SIDEWAL 3:1 MAX. SLOPE TO 3O MAX. EXISTING SLOPE TO EXISTING 2% 2% 2% 2% 1' LANDING, \\r \\\\\\\\ \ \\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\\\ \\ \\ \ \\\\\\\\\\\�\\ 1' LANDING, \ \/\\/\\ TYP. /\///'/ / / / ,// TYP. /\/� \ /\/ /�\//,\//,\/,\/\/\ /,\/\/� /. \ .�/i� �� % /� /� /�� 3" ROLLED CURB ASPHALT PAVEMENT 3" ROLLED CURB AND GUTTER, TYP. ASPHALT PAVEMENT 3/4"-MINUS CRUSHED AGGREGATE BASE AND GUTTER, TYP. 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT-RUN SUBBASE 6" MINUS PIT-RUN SUBBASE TYPICAL LOCAL STREET SECTION LOCAL STREET SECTION (W. CHAINSAW ST./W. WILDFIRE DR.) SCALE: NTS SCALE: NTS 50' RIGHT-OF-WAY P/L P/L 3:1 MAX. 5' SIDEWALK 8' PLANTER S 18' TBC-CL 18' CL-TBC 8' PLANTER 10' SIDEWALK 25' SLOPE TO 3:1 MAX. EXISTING SLOPE TO 2% 2% EXISTING 2% 2% 1' LANDING, \ �\\\\\\ \ \\ \\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\\\ \\ \\ \\ \ \\\\\\ / \\/\\/\TYP. x\/\\/\ 6" VERTICAL CURB ASPHALT PAVEMENT ASPHALT PAVEMENT AND GUTTER, TYP. "3 4 -MINUS CRUSHED AGGREGATE BASE / 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT-RUN SUBBASE 6" MINUS PIT-RUN SUBBASE TYPICAL COLLECTOR STREET SECTION (N. RUSTIC OAK WAY) TYPICAL PRIVATE DRIVE SECTION SCALE: NTS SCALE: NTS 50' RIGHT-OF-WAY 0.5' 18' CL-TBC 8' PLANTER 5' SIDEWALK 3:1 MAX. SLOPE TO 2%, EXISTING EXISTING ASPHALT PAVEMENT /\\/�\ 1LANDING, 6" VERTICAL CURB ASPHALT PAVEMENT AND GUTTER, TYP. 3/4"-MINUS CRUSHED AGGREGATE BASE 6" MINUS PIT-RUN SUBBASE TYPICAL COLLECTOR STREET HALF SECTION (N. MCDERMOTT RD.) SCALE: NTS 2530 2530 S MH #A-2 (48- NCH) EXIS ING GROUND TA:1+29.84 OF :0.00 2525 RIM:25 3.60 - - - - - - - _ - 2525 INV IN:2517.03 8' PVC _ - - - - - - - - SSMH #A-5 ( 8-INCH) INV OUT:2516.93 8' P-VC- S MH #A-3 (48 INCH) SSM #A-4 (48-IN H) STA:5+94.38 FF:0.09R S A:1+83.84 OFF: .00 STA: +75.17 OFF:O. 0 RIM:2525.14 RI :2523.94 RIM: 525.26 SUMP:2517.09 S MP:2516.61 SUM :2515.35 INV OUT:2517. 9 8" PVC 2520 IN V IN:2516.71 8' PVC INV N:2515.45 8" PVC 2520 SSMH #A-1 (48-INCH) STA:0+50. 0 OFF:0.00 INV UT:2515.35 8" PVC IM:2522.42 S MP:2517.51 INV OUT:2517 51 8" PVC 0' of 8" PVC 00 0.607. 2 515 55' of " PVC ® 0.40 I 2 515 290 of 8" PVC @ 0.407 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 0 co 't N LO 00 r 0 M 0 0 00 0 0 r 0 0 It co N 00 6) O r N tD 00 O) 'i O LO M N N N N N N N N N N N N N N N N N N N N N N N N N N ul V LO 0 LO 0 LO 0 LO LO L V) V) U V V) ul V) 0 Lo N N N N N N N N N N N N N N N N N N N N N N N N N N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 z SEWER ALIGNMENT A (STA 0+00 TO 6+50) O PROFILE SCALE HORIZ: 1 " = 50' U m VERT: 1 " = 5' a o PRESCOTT RIDGE SUBDIVISION z O MERIDIAN, IDAHO O ENGINEERING DETAILS U O f �C.SS\pN A L NG Z O 11 ez z w OW10/20 ENGINEERING OF �QP�� 9233 WEST STATE STREET lTF1EW S• BOISE,IDAHO 83714 PHONE(208)639-6939 kmengllp.com z DATE: 04/10/20 C d PROJECT: 18-140 c 0 SHEET NO. W PP .4 2535 2535 2540 2540 2530 2530 2535 2535 EXISTING ROUND 0 EXISTIN GROUND - _ - - - SSMH #E-1 (48-INCH) SS NH #K-1 (48-I CH) 2525 - _ -.- - - - --- - - - - - - - - - - - - - - - - - - - - - - - 2525 2530 STA:21+38.6 OFF:0.00 2530 SUMP:2523. 2 RIM:25 .91 INV IN:2523. 2 8" PVC SUMP:252 .91 SSMH #A-4 (48-INCH) INV IN:2523. 2 8" PVC STA:4+75.17 OFF:0.00 SSMH #B-1 (48-INCH) INV UT:2526.91 8" VC RIM:2525.26 STA: 525. 6 OFF:0.00 SMH #B-2 ( Ff INCH) INV OUT:252 .42 8" PVC RIM:2525.6 TA:6+37.41 OF :0.00 SUMP:2515. 5 SUMP:251 .22 IM:2526.36 2520 INV IN:2515. 5 8" PVC INV IN:251 flve .32 8" PVC IUMP:2512.56 2520 2525 2525 INV OUT:251 .35 '8" PVC INV OUT:2 14.22 8" PVC NV IN:2512.90 PVC 34 ' of 8" PVC ® 1.00% " I V IN:2512.66 2" PVC I V OUT:2512.56 12" PVC EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 2515 2520 FFINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2520 255 of 8" PVC @ 0.40% ao 0) (0 o N O M 00 It 0) 0) O o rh N 330' f 8" PVC ® 0. 0% ``�Id) r7 "� r"7 '•`� M M M M M Lo EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 335' f 12" PVC ® .22%::t " N N (V " N " N N N " N " N " N N N 2510 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 _ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 r7 O a0 O O O co O O N O co N It 00 O 00 It N r N M c0 r" � (0 r- 0) N N 00 00 0 N LO N N N IN N IS) N N N N N N LO Lo L N L N LO N O N O N " `� " 'q " I' " I' " I' " I' " I' INN " `N " `N " `� " IN " `N " `A " `� " `� SEWER ALIGNMENTK (STA0+00TO4+50) N N N N N N N N N N N N N N N N N PROFILE SCALE 0+00 0+50 1+00 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 HORIZ: 1 " = 50' VERT: 1 " = 5' SEWER ALIGNMENT B (STA 0+00 TO 8+00) PROFILE SCALE HORIZ: 1 " = 50' VERT: 1 " = 5' 2535 2535 2540 2540 SSMH #E-17 48-INCH) STA:25+32.62 OFF:0.00 2530 2530 RI :2532.70 EXI TING GROUND 2535 SUM :2525.19 2535 INV IN:2525.2 8" PVC - - - - - - - - - - - - - - - - - - - - - - - - _ INV OUT:2525.1 8" PVC 2525 2525 SSMHEXISTING GROUND 2530 STA:0+5 .00 (OFF:000) 2530 SSMH B-4 (48-INCH) STA:15+79.58 OFF: .00 SUMP:2 .1b SSMH #0.6 (OFF:0.00 ) STA:13 15.30 OFF:0.00 RIM:252 .58 STA:9 707 3 OFF:0.00 RIM:252 .58 SUMP:251 .17 INV OUT 2527.59 8" PVT 27.59 RIM:2 2 13. SUMP:2 14.26 INV OUT:2516.17 8" VC SUMP: 513.40 INV IN:2513.50 12" PVC INV IN: 514.36 12" PVC 2520 INV IN: 514.59 8" PVC 2520 2525 155' f 8" PVC ® 1. 8% I 2525 265' of 8" PVC' ® 0.60% 45' of 12" PVC ® 0.22% 2515 335' of 12" PVC ® 0.2 % 2515 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2520 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2520 00 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT M r OR Nj M rV i M n M n M ,N n r") 2510 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 " N N N N N N N N N N N N M r 0) c0 O Q7 00 � Q7 M n c0 In c0 00 N N Ln � N to (0 00 0 07 0) 0) � 0 � c0 co c0 co 0 0+00 0+50 1+00 1+50 2+00 2+50 r n n 00 n 00 06 n n n N ^ N N N n N n N N n N I� n cq cq n n N N NIT) N N N IT) N � N N N N N N N N N N N N N " N N N N N N N N N IT)NIT) N NIT) N N � N N N N N N N N N N N N N N N N N N N " SEWER ALIGNMENT L (STA 0+00 TO 2+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 14+50 15+00 15+50 16+00 16+50 PROFILE SCALE HORIZ: 1 " = 50' VERT: 1 " = 5' SEWER ALIGNMENT B (STA 8+00 TO 16+50) PROFILE SCALE HORIZ: 1 " = 50' VERT: 1 " = 5' 2530 2530 SSMH #C 1 (48-INCH) STA:0+50. 0 OFF:0.00 2525f-RIM:2523.132 EXISTING GR UND 2525 INV OUT:2 16.81 8" PVC _ - -- - - - - - - - - - SSMH # -6 (48-INCH) SSMH #C-2 (48-INC ) SSMH #C-3 ( 8-INCH) STA:9+1 3.91 OFF:0.00 STA:1 22.75 OFF:0.0 STA:2+42.95 F:0.00 SSMH #C-5 (48-INC ) RIM:252 .90 RIM:2 23.57 STA:6 21.15 OFF:0.0 SUMP:2 15.83 SUM :2516.27 RIM:2 2515. RIM:2 24.31 2520 I I " P SUMP: 515.69 INV OUT 2515.83 8" PV 2520 INV UT:2516.27 8" VC INV OUT:2515. 9 2515.79 '8" PVC INV I :2514.08 8" PV PYG z INV I :2514.08 8" PV Q INV 0 T:2513.98 8" RVC U 2515 2515 0 75' Of 8" PVC @ 0.60% 120' of 8" PVC 9 0.40% 3 0' of 8" PVC @ 0.43% 295' of 8" PVC @ 0. 0% PRESCOTT RIDGE SUBDIVISION z EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT MERIDIAN I DA H O 0 a 2510 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 ' U ENGINEERING PROFILES 00 co c0 N � cfl M � N rl 00 rl (0 U) M 00 N c0 M (0 00 00 O 00 LO 00 00 0) r O O I l t0 (0 CO (0 � L t0 CO L � 00 I- 00 0 a M raj n raj M M r+j M rj M M In Kj M Kj M Kj M f+j M Kj M M * 4 't 4 � � * 4 � 4 � 4 � 4 L � ILL 2 " N N N " (V " N " N N (V " N " N " N " N " N " N " N N N N N " N " N " N N N " (V C � � � S I- 0 " " " " " " " N " N " " CA CA" " CA CA" N CA CA" " " " " " " " " " " " " " " " " " S T R C/yF O z ?� w z 0+00 0+50 1+00 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 9+50 10+00 19 4 w OW10/20 �' � �Q) ENGINEERING WET STATE SEWER ALIGNMENT C (STA 0+00 TO 10+00) OF 9233 14ET yE W S• Q PHONE(208)639-6939 Z PROFILE SCALE kmengllp.com z HORIZ: 1 " = 50' VERT: 1 " = 5' DATE: 04/10/20 c d PROJECT: 18-140 G 0 SHEET NO. W a 2535 2530 - - _ _ 2530 EXISTING GROU qD - - - _ - - - - - - -'- - 2525 _ - - - - 2525 - -- - - - SSMH #D-5 48-INCH) STA:1 1+98.0 OFF:0.00 SSMH # -1 (48-INCH) SSMH #D-3 (48-IN H) SSMH #D-4 ( 8-INCH) RIM:2529.53 SSMH #C-5 (48-INCH) STA:4+1 .96 OFF:0.00 STA: +73.25 OFF:0.00 STA:8+43.49 FF:0.00 SUMP:2512.7 STA:6+21.15 OFF:0.00 INV IN:2512. 5 8" PVC RIM:2524.31 RIM:252 .88 RIM:2 27.80 RIM:2528.22 2520 SUMP:2 12.26 SUM :2511.49 SUMP:2511.01 INV OUT:251 .75 8" PVC 2520 INV IN:2514. 8 8" PVC INV OUT 2512.26 12" PVC STA:6+10 37 OFF:0.00 INV N:251 1.82 8" PVC INV IN:251 1.1 1 12" PVC INV IN:2514. 8 8" PVC RIM:2527.39 INV UT:2511.49 12" PVC INV OUT:2511. 1 12" PVC INV OUT:251 .98 8" PVC S MP:2511.73 INV IN:2511.82 12" PVC INV OUT:2511.73 12" PVC 2515 2515 355' of " PVC ® 0.40'71 0 27 ' of 8" PVC 0.407. I 4 95' of 2" PVC © 0.2 % 195' of 1 " PVC 0.22 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 5' of 12" PVC 0.22% 170' of 12" PVC @ 0.22% FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 (0 00 r` 0) O O It c0 ' r7 N 00 LO r- cD rM rl V) N 00 M It LO cD cA O to r` (V O (V cV cD O O r•7 cD 00 O O N c0 O O r7 r` 00 O O 00 �"> cD � 00 cD 00 � � M M O � 00 O N � � cD 00 O �"� � I� � 00 O rNf) rNf) ON) O ON) O O) ON) O) O O) O 0) A O to 6rhr7 � D r, 00 00N N N N N N N N N N N N N N N rMN D D D D N N N N N N N NN N N N N N N N 0000 00 00 0 u) U-) r) Cj LO u) CA rn 0 0 0 V) U) � rn nN N LO � � f) f) 0 r) f) � f) N N N N N N N N N N NCNI N N CNI CNI N N 0 0 � NN N NN N N N N N N N N N N N N N N N N N N N N N 0+00 0+50 1+00 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 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 SEWER ALIGNMENT D (STA 0+00 TO 14+00) PROFILE SCALE HORIZ: 1 " = 50' VERT: 1 " = 5' 2535 2535 EXISTING GROU D 2530 _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - 2530 - - - - - - - - - - - - - - - - - - _ _ J - - SS H #D-9 (48-I CH) � SSMH # -8 (48-INCH) ST :23+80.23 OFF:0.00 SSMH . FF:0.00 68(4 -INCH) STA:27+44 +44 STA:23+ 2.75 OFF:0.00 RI :2531.19 � RIM: 530.66 RIM:2530.96 SU P:2521.78 SUMP: 523.99 SUMP:2521.40 IN IN:2521.88 8" PVC 2525 SS NH #D-7 (48-I CH) INV IN: 521.40 8" PVC IN OUT:2521.78 8" PVC I V OUT:2523.99 8" PVC 2525 ssmwSTA:15+98. 7 OFF:0.00 RIM 2529.35 INV OUT: 521.40 8 PVC RIM:2529.89 SU P:2516.06 SUMP:2514. 4 INV IN:2516.16 8" PVC INV IN:2514. 4 8" PVC INV IN:2516.16 8" pvc INV IN:2514. 4 8" PVC INV OUT:2516.06 8' PVC I 365' of 8" PVC ® 0.5 2520 INV OUT:251 .44 8" PVC 55' of 8" VC ® 0.47% 2520 345' of " PVC ® 1.52 0 2515 Li2515 380' of 8" PVC ® 0.40% 400' of 8" FIVC @ 0.40% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 0) r7 O rn 00 cD r7 N O O cD rn r7 00 O c0 N I� (o rt) r� O n O O O O rn 00 a0 c0 c0 (o 00 0) N r) r) O rn 00 c0 O) O O 00 O � O n 00 rD ' (o O r� (D N rr) O N N N N n rN7 O) ) N N O O0) n D D OO O) Orn O O 0) 6 On On 00a0 0) C OO OO OO O � OO OO M r7 Lc)C,4 C,4 Lc)Nc` N N On Lr) Lc) Lc) Lr) r nr7 r,) PO r,)N � r7 r7 � r7 N N N N r) � 7 7 N NN N N0 NN Lc) cq 04 � � N � � � � N N N N N N N N N N N N N N N NN N N N N N N N NN NN N NN NN NN N N N N N N N N N N C14 cq cq cq N N N 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 SEWER ALIGNMENT D (STA 14+00 TO 28+00) PROFILE SCALE HORIZ: 1 " = 50' VERT: 1 " = 5' 2535 2535 2540 2540 EXISTING GROUN 2530 _ - - - - - - - - 2530 _ _ _ _ _ - - 2535 2535 SSMH #M-1 (48-I CH) SSMH M-2 (48-INCH) SSMH #N-1 ( 8-INCH) ST :1+79.05 OFF:O 00 STA:3 73.05 OFF:0.00 STA:0+50.00 0 F:0.00 SSMH #E-1 (48-INCH) RIM 2529.88 RIM:2530.75 RIM:2530.82 EXISTING GROUND STA:14+04.9 OFF:0.00 SU P:2522.35 SUMP:2523.15 SUMP:2524.15 - - - - - - RIM:2529.56 INV IN:2522.45 8" VC INV IN: 523.25 8" PVC INV OUT:2524.1 8" PVC - - _ _ 2525IN:2523.25 - - - - - - - - - INV IN:2522.45 8" VC INV IN: 523.25 8" PVC 2525 2530 - - - - - - - - - - - 2530 INV IN:2520. 9 8" PVC INV OUT:2522.35 8 PVC 5:,3+73.A OF :0.00 SSMH #N-2 (4 -INCH) z INV OUT:251 .99 8" PVC I IM:2530.75 STA:5+00.63 FF:0.00 O UMP:2523.15 RIM: 532.12 O I V IN:2523.25 " PVC SUMP: 525.43 195' of 8" PVC ® 36% I V IN:2523.25 " PVC I V OUT:2525.43 8" PVC 2520 30' of 8" PVC ® 1.76% 2520 2525 I V OUT:2523.15 8" PVC 2525 U m a 365' of 8" PVC ® 0. 0% Un 85' of 8" PVC ® .04% PRESCOTT RIDGE SUBDIVISION o EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT z 2515 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 2520 ff FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2520 MERIDIAN, I DA H O 0 ENGINEERING PROFILES U to to 00 00 w o N N O N C3 N coIt . 0rl . C3 rh C3 M( O O O O . co0. co O Oi O O O OO O N r7 rhi r7 V) rM r n n n n O n7 rM r7 N O a r r h M 0 r7 N cV N N N N N N � � � N � LO N L 0 0 LO 0 0 L.L N N N N N N N N NN NN NN N N N N N N N N N N E^/ y� z Q� F� O w 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 z 119 lcm p�0W10/20�o E N G I N E E R I N G a SEWER ALIGNMENT M (STA 0+00 TO 4+00) SEWER ALIGNMENT N (STA 0+00 TO 5+50) �ggTF OF \°P�Q` 9233WESTSTATESTREET PROFILE SCALE PROFILE SCALE yEW S• HORIZ: 1 " = 50' HORIZ: 1 " = 50' PHONE(208)639-6939 Z l j Q BOISE,IDAHO 83714 kmengllp.com z VERT: 1 " = 5' VERT: 1 " = 5' DATE: 04/10/20if C d PROJECT: 18-140 c 0 SHEET NO. W PP3.6 2540 2540 2535 2535 2530 EXISTING2530 - - - - - - - --- - - - - - - _ _ - � � - - -- - - 1/\ - - _ - - - - - - - - - - - - - - SSMH # -9 (48-INCH) SSMH #E- 0 (48-INCH) - - - - _ - SSMH #E-8 (48- NC SSMH #04. 4 OFF:0.00 - - SSMH #E-7 (48-INCH) ST :11+81.98 OF 0. STA:12+ 2.42 OFF:0.00 RIM:2529.5 SSMH _ 6 48-INCH) ST :10+81.63 OFF:0.00 RIM:252 .83 2525 - - - - - _ ` / SSMH #E-4 ( 8-INCH) STA:9+05 0 ( F:I +6 .51 OFF:0.00 RI :2529.58 SI MP52518990 SUMP:25 9.32 SUMP:2519 99 2525 - J SUMP:2 17.82 IN IN:2519.00 SSMH #B-4 (48-INCH) SSMH #E-2 48-INCH) STA:5+60 04 OFF:0.00 RIM:2528.34 SUMP:251 .49 IN IN:2518.50 8" PVC INV OUT: 519.32 8" PVCINV IN:252 .09 8" PVC STA:3+96.51 FF:0.00 RIM:2528.13 SUMP:2516.94 I N 2 17.92 8" PVC IN OUT:2 9.00 8" P SMH #E-1 (48-INCH) INV IN:251 .5 " �Y/G� IN OUT:2518.40 " PVC INV OUT:25 9.99 8" PVC STA:13+15.3 OFF:0.00 9TA:2+99.74 OFF:0.00 RIM:2527.45 SUMP:2515.68 INV IN:2517.04 8" PVC NV T 2517.82 8" PV IN OUT:2518.90 CRIM:2527.58SUMP:2515.2 INV OUT:2 17. PS� SUMP:2514. 6 RIM:2526.18 INV IN:2 16.01 8" PVC INV OUT:2516. 4 8" PVC N:2514. 6 12" PVC SUMP:2514.9 INV IN:2515.3 12" PVC INV IN:25 5.78 12" PVC INV I 2520 INV N:251 4 59 2 PVC INV IN:2515. 0 12" PVC INV OUT:2515 22 12" PVC INV OUT: 515.68 12" PV Q 2520 INV UUI:2b1,I­.2b 12 HVC 14 ' of 8" PVC ® 0.40% 80' 0 8" PVC ® 0.4 20' f 8" PVC ® 0. 0% 10 ' of 8" PVC ® 0.40% I 1 _6 0' of 8" PVC ® 0.40% 2 515 1 15' of 8" C ® 0.40% 2 515 95' of 12" P C 0 0.22% 165 of 12 PVC © 0.22% 250' of 12" PVC ® 0.22% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 O 0o O � 0) � N O) U7 O U7 N 0) N 0o I, Lo O 00 N U7 to to 00 (D (D N N 00 O O V (D O N (D 00 O 00 I� (D (D 00 � � O (O � O � N � � 00 O �'� O N � r') (0 00 � O N � (D 00 00 00 I� (D � I� (0 6 � (C) ui (O (6 � ^ 00 07 00 00 00 07 r, � 00 6 Oj 07 Dj 07 07 00 07 07 � 0) � 0) � 0j � 0j � Q7 � Q7 � of � Q7 � Q7 � pj � d1 � � N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N LO N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 0+25 0+50 1+00 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 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 SEWER ALIGNMENT E (STA 0+25 TO 15+00) PROFILE SCALE HORIZ: 1 " = 50' VERT: 1 " = 5' 2540 2540 SSMH #E-19 (48-IN H) STA: 9+30.87 OFF:0.00 RIM:253 .66 2535 SUMP:2528.94 2535 INV OUT:2528.94 8 VC - - - - - - - - - - - SSMI1 #E-18 (48-I CH) M"E-16 (48 INCH) SSMH #E-17 (48 INCH) STA: 7+75.60 OFF:O 00 SSMH #E-15 ( 8-INCH) S A:23+84.11 OFF:0.00 S :25+32.62 OFF:0.00 RIM: 533.56 2530 - SSM #E-14 (48-I CH) TA:21+38.64 0 F:0.00 RIM:2533.34 RI :2532.70 SUM :2526.26 _ _ _ _ I 2530 - - - STA:19+00.1 OFF:0.00 RIM: 532.72 INV UT:2526.26 8" PVC •- SSMH #E-12 (48-IN H) RIM:2532.02 SUM :2522.86 UMP:2523.42 I IN:2524.60 8' PVC IN IN:2525.29 8" PVC SSMH #E-1 (48-INCH) STA:1 +70.22 OFF:0.0 SUMP:2522 6 INV 1:25 2 .8 6 8" C NV IN:2523.52 " PVC I OUT:2524.50 PVC IN IN:2525.29 8" PVC STA:16+00.3 .OFF:0.00 RIM:2 30.77 NV IN:2523.52 " PVC RIM:2529.90 SUMP: 521.64 INV IN:2522. 6 8" PVC INV UT:2522.86 8" PVC NV OUT:2523.4 8" PVC IN OUT:2525.19 " PVC SUMP:2520. 7 INV IN 2521.74 8" PVT INV OUT:252 .26 8" PVC 2525 INV IN:2520. 7 8" PVC INV 0 T:2521.64 8" VC Q 2525 245' of 8" PVC @ 0.40% 155 of 8" VC ® 1.66 0 Q 150' of " PVC @ 0.40% 245' of 8" PVC © 0.40 o 11 ' of 8" PVC ® 0.40% 2520 1 0' of 8" PVC @ 0.40% 125' of 8" PVC @ 0.40%' 2520 1 195' of 8' PVC ® 0.40% 0 of 8 PVC 0.40% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 (D 00 O r- (0 0) rM N 00 (0 O O 00 rM 00 I� � LO N 0) N I� N O (n I� 0) O (0 00 N O 00 00 00 0) N to n 00 O ^ O n Ln 0 (o (o n (0 O 0) O (n 00 N O I� � 00 0) O N N n n O r- 0) O M � � � (0 O 0i 0) of 0) 0i O oi O O O O O N C'� �`� M N N N (V N N N N �`� c7 M r7 K) Ki �`� raj N N N c`� N N N N �`� raj n r7 r7 r7 rM Ki r7 r7 n Ki M r j N N N N N N M N (`� M M M r7 i � r7 M r7 r7 �`) M r7 r7 r7 M �`) r7 M M � ) r7 M r7 M �`) r7 r7 M M M n C n � � M r7 M M � rM M M r7 M M �`� rM rM Ln n rM rM rMLO M rM rM NLO � N 04 N CA N C N CA N cq N N N cq N N N N � N N LO N � N � N � N � N � N N N cq N � N cj N � N � N cq N � N N N N N N N � N � N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 SEWER ALIGNMENT E (STA 15+00 TO 29+50) PROFILE SCALE HORIZ: 1 " = 50' VERT: 1 " = 5' 2540 2540 2535 SSMH G-4 48-INCH 2535 2530 2530 STA:6+46.99 017 F:0.00 _ RIM:2530.04 SUMP:2518.85 ' INV IN:2518.95 8" PVC INV IN:2518.95 8" PVC EXISTING GROUND 2535 2535 2530 INV OUT:2518.8 2530 8" PVC 2525 2525 _ /^ STA:5+60.04 OFF:0.00 SSMH #Q-1 (48-INCH) STA:1 SSMH #O-1 ( 8-INCH) / EXISTING GRO ND SSMH #9.5 0 :0.00(4 -INCH) RIM:2528.13 STA:1+87.42 OFF:O.00R z STA:0+50.00 F:0.00 ���� 30.50 SUMP:2515. RIM:2528.24 d RIM:250.50 RIM:2530.19 / INV IN:2516 01 8" PVC SUMP:2516.0 SUMP:2523.51 XISTING GROUN - SUMP:252523. INV IN:2515. 8 12" PVC INV OUT:251 .08 12" PVC 2530 _ _ _ INV ouT:2523. 1 $" PVC �- _ _ _ - 2530 2525 2525 2520 INV OUT:251 .68 12" PVC 2520 U INV OUT:2523.8 8" PVC SMH #M-1 (48 INCH) SMH #0-2 (4 -INCH) TA:1+79.05 OFF:0.00 STA:4+97.63 OFF:0.00 o IM:2529.88 RIM: 531.31 o UMP:2522.35 SUMP: " PVC PRESCOTT RIDGE SUBDIVISION z � I V IN:2522.45 " PVC INV OUT:2524.62 " PVC 2515 2515 360' of $" PVC 60% MERIDIAN I DA H O 2525 I V IN:2522.45 " Pvc 2525 2520 2520 mv I V OUT:2522.35 8" PVC 135' f 12" PVC (s� 0 22% U 8 of 8" PVC ® 6.13% ENGINEERING PROFILES O I EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 85' of 8" PVC ® 1 21% F 2520 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2520 2515 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 2510 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT "AL L.L 2510 sS�O R cy� (D 41 F O 0) O 0) 00 00 0) M Lo I- (0 M CD N N M (0 (f) 0) 00 M Z w M N p N N N 10120 N 00 0 00 00Z 0o 0o 0o i ° 0 °° 0 00 6o 11994 M N N cq M M M M N ro N N N N (n LO (n (� n � (n n � N � � � (n 0 N (n r7 � M u') M n U) 17 u7 1) LO �N N NN N N N N N N N N N N N (n N n N n n N N NN N N NN 1cm I T � N N N N ENGINEERING � OF �QP�� 9233 WEST STATE STREET lTF1EW S• BOISE,IDAHO 83714 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 0+00 0+50 1+00 1+50 2+00 0+00 0+50 1+00 1+50 2+00 2+50 PHONE(208)639-6939 kmengllp.com z SEWER ALIGNMENT O (STA 0+00 TO 5+50) SEWER ALIGNMENT P (STA 0+00 TO 2+00) SEWER ALIGNMENT Q (STA 0+00 TO 2+50) PROJECT: 0418-140 0 PROFILE SCALE PROFILE SCALE PROFILE SCALE HORIZ: 1 " = 50' HORIZ: 1 " = 50' SHEET NO. VERT: 1 " = 5' _ HORIZ: 1 " 50' W a VERT: 1 5 VERT: 1 5' P P 3.7 2535 2535 SSMH F-4 (48-INCH STA:3+75.54 OFF:0.00 RIM:25 9.04 SSMH #F-2 (48 INCH) SUMP: 517.99 A:1+44.46 OFF 0.00 INV IN: 518.09 8" PVC 2530 VINV OU :2517.99 8" PVC _ _ 2530 2540 SSMH 1-1 48-INCH 2540 UMP:2519.12 _ - - - - - - STA:0+50.00 FF:0.00 INV IN:2519.22 8' PVC _ - - - - RIM:2531.90 INV OUT:2519.12 8" PVC - - - -- SUMP:2526.18 - - INV OUT:2526. 8 8" PVC _ SSMH #1-3 (48 INCH) SSMH #F-1 (48-INCH) SSM #F-3 (48-IN H) SS H #1-2 (48-IN H) S A:1+55.06 OFF0.00 2525 STA:0+50.00 OFF:0.00 STA: +25.32 OFF:O. 0 2525 2535 STA 0+86.59 OFF:O. 0 RIM:2532.15 2535 SUMP:2519. SUM :2518.69 SS NH #D-6 (48-I CH) SU P:2525.86 I INV OUT:251 .78 8" PVC INV N:2518.79 8" PVC RIM:252 .89 INV IN:2525.96 8STA 15+98.07 OFF: .00 V IN:2525.59 8' PVC - E ISTING GROUND " VC IPIV OUT:2525.49 8" PVC INV UT:2518.69 8" PVC SUMP:251 .44 INV OUT:2525.86 8' PVC INV IN:2514.54 8" VC - - - - - -'- - - - 2520 INV V UT:2514.44 8" VC 2520 2530 SSMH #H 5 (48-INCH) 2530 RIM:2532.77 UMP:2524.43 95' of 8" PVC0 0.60% INV IN:25 4.53 8" PVC 0' of 8" PVC 0.40% 150' of 8" C '0, INV IN:25 4.53 8" PVC INV OUT:25 4.43 8" PVC 2515 105' of 8" PVC 0 3 26% 2515 2525 2525 70' of " PVC @ 0.40 35' of " PVC ® 0.60 1 0' of 8" PVC Cc, 0.60% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2510 2520 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2520 O O M 0 N r7 O nN � O ` 0) 00 N (o OO O O 0 �00 00 N cD O Nrn N M (.0N0 cD 6 c0 t0 c0 (0 r, r": � 00 06 00 0 0) O N N NN N N N N N N N N N N o n i ) n )- r7 7 04 CA N N N N N N N U) N N LO u') 04 M M M N N N V) U) V) ul LO U-) LO LO LO LO LO LO LO N V � � N N L � LO N N N N N N N N N N N N N N N N N N N N N N N N N N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 SEWER ALIGNMENT F (STA 0+00 TO 5+50) SEWER ALIGNMENT I (STA 0+00 TO 3+50) PROFILE SCALE PROFILE SCALE HORIZ: 1 " = 50' HORIZ: 1 " = 50' VERT: 1 " = 5' VERT: 1 " = 5' 2540 2540 2535 2535 SMH #G-1 (4 -INCH) EXISTING GROU D TA:1+47.01 OF :0.00 IM:2528.61 - UMP:2516.51 2530 NV IN:2516.61 " PVC8" PYG SSVIH G-6 48-I CH -MI2530 - - - - - - - - -' - - - - ST :11+89.37 OFFO.00 - - - - - - - - - STA:13+54.4 OFF:0.00 - - - - - - RIM:25 3.48 R M:2532.22 - - SSMH G-5 (48-INCH SUMP:25 3.53 SUN P:2524.63 SSMH #G 48-INCH) IN IN:2523.64 8" PVC \ � STA:9+ 7.21 OFF:0.00 INV OUT:2524. 3 8" PVC SSMH #G-3 (48-I CH) STA:6+46. 9 FF:0.00 INV OUT:2523.53 8" PVC V STA 4+27.53 OFF:0.00 RIM:2530.04 SSMH #D-7 (48-INCH) SSMH #G 2 (48-INCH) RIM: 5 27.5 SUMP:2518.8 SUMP: 520.03 2525 2525STA;1 STA:2+08. 8 OFF:0.00 RIM:2529.35 RIM:2528. 6SUb 87 INV IN: 520.13 8" PVC SUMP:251 .90 INV IN:2517.97 8" VC INV IN:2518.9 8" PVC SUMP:2516. 6 INV OU :2520.03 8" PVC INV IN:2516. 6 8" PVC INV IN:2517.00 8" PVC INV OUT:2517.87 8' PVC INV OUT:2518 85 8" PVC 165' f 8" PVC @ 0 60% INV IN:2516. 6 8" PVC INV OUT:2 16.90 8" PVC INV OUT:251 .06 8" PVC 2520 I 270 of 8" PVC 0 1.25% 2520 Li 27 of 8" PVC 0 0.40% 2 0' of 8" PVC 0.40% 220' of 8" PVC @ 0.40% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 9 of 8" PVC @ 0.36% ' of 8" PVC ® 0.46% FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 NL O M 0) r- N r7 ItO O) It It O) It rl m M m O) L L r- rl) CNND (CN0A ON MN N- ON ON) N N N rN rN- N0 rN- rN 0N0 0N N N N N N N0) ON ON ON ON 0N N NN NN �N N N 0N N N 0N N 00 00 r ) 0 C 0) r� I O N ai OCA O O aiO O O n O N N cq N N N N N 000 00 N N N N N N N N N N r N M M N NN NCV CV NN ff) rM 7 r7 MM M M M M M M M M N N NV) N N N N N N N N N N N N N N N N 0+00 0+50 1+00 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 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 SEWER ALIGNMENT G (STA 0+00 TO 14+00) PROFILE SCALE HORIZ: 1 " = 50' VERT: 1 " = 5' 2535 2535 EXISTING GROUND ---- _ - - - - - - - - �1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - SSMH H-7 (48-INCH SSMH H-4 (48-INCH SSM _ STA:13 67.13 OFF:O.O / /\ _ _ - - - - - - - - - - - - - - - - - - - - STA:7+ 8.01 OFF:0.00 STA: 0#24.79( OFF:0.00 SSMH # -6 (48-INCH) RIM:2533.5 2530 n. _ - _ RIM: 532.77 STA:12+ 9.94 OFF:O.00 SUMP:2526.8 2530 RIM:25 4.19 STA:5+11.22 OFF:0.00 INV IN: 523.40 8" PVCSUM :2524.43 SUMP:2526.15 SSMH #H-1 (4 -INCH) SSMH #H-2 (48-INCH) RIM:2531 53 INV OU :2523.30 8" P C INV I :2524.53 8" P C INV IN:2 26.25 8" PVC z SSMH #G-5 (48-INCH) TA:1+88.18 OFF:0.00 TA:10+36.50 0 F:379.86R SUMP:25 2.18 INV I :2524.53 8" P C INV OUT:2 26.15 8" PVC O STA:9+17.21 OFF:0.00 IM:2530.10 IM:2531.10 INV IN:2 22.28 8" PVC INV UT:2524.43 8" PVC _ RIM:2529.71 UMP:2520.68 SU P:2521.86 INV OUT: 522.18 8" PVC 2525 SUMP:2520. 3 INV IN:2520.78 " PVC INV IN:2521. 6 8" PVC 2525 U INV IN:2520. 3 8" PVC 95 f 8 PVC 0. 0% INV OUT:252 .03 8" PVC 245' Of 8" RVC 0 0.66% 0 255' of 8" PVC ® 0.40% 0 55' of 8 PVC @ 0.40% PRESCOTT RIDGE SUBDIVISION � " z 2520 5 ' of $" PVC ° 0.4°% 252o MERIDIAN IDAHO LJ 140' ol 8" PVC ® 0.4 % U ENGINEERING PROFILES a EXISTI AG GROUND CENTERLINE OF SEWER PIPE ALIGNMENT O 2515 FFINI H GROUND CENTERLINE OF SEWER PIPE ALIGN ENT 2515 �,sS�ONA� fNc, Adilik S tiF z _ _ _ � O N I- PO t0 O O O N O rn 00 00 N r- � r1•) L O LO O O 00 M to O 1 7 Z . LO . N N � O O) O N N N O 6) r to O O r to I� O � N M I 4 L(D rn O On O O O O N N r7 n n r7 n n N N N n rM r7 r7 r7 Cn O O O O r%) N N r7 r7 r7 r7 r7 N N N N N �"') r7 r7 r7 z � N LO i ) i ) r) to � r� � r7 � r) � � � i ) � � � r� � r,•) � r,) � i) � r� r� ff) r7 r� ff) r� ff) r� ff) r� ff) r� r� r� r� ff) r� r7 a LO N N N N N Ln N N N N N In In LO Ln In In In In In In In 0�/10/20 N N N N N t�1 N N N N N N N N N N N N N N N N N N N N N N 911 PZ` E N G I N E E R I N G d N N N N N N N N N N N N N N N N N N N N J• a V) 0 LO LO LO u O F OF \� 9233 WEST STATE STREET lTF1EW S• BOISE,IDAHO 83714 0+25 0+50 1+00 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 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 PHONE(208)639 6939 kmengllp.com z DATE: 04/10/20if C SEWER ALIGNMENT H (STA 0+00 TO 14+00) PROJECT: 18-140 c PROFILE SCALE J HORIZ: 1 " = 50' SHEET NO. W P P3 VERT: 1 " = 5' .8 2535 2535 2535 2535 EXISTING ROUND 2530 - - - - sSMH ,=2 -TR - - - - - - - - _ _ 2530 2530 2530 SSMH #J 1 (48-INCH) STA:0+92.19 0 F:0.00 - - STA:0+50 00 OFF:0.00 RIM:2530.75 STA:2+48.62 OFF:0.00 - - - - - RIM:2530.85 SUMP:2523.83 RIM:2530.36 - - - UMP:2524.18 INV IN:2523.93 8" PVC SUMP:2523.1 SSM #E-8 (48-IN H) INV OUT:25 4.18 8" PVC INV OUT:2523. 3 8" PVC INV IN:2523. 0 8" PVC STA: 1+81.98 OFF:0.00 INV OUT:252 .10 8" PVC RIM: 529.89 2525 SUM :2518.90 2525 2525 2525 INV INV I :2519.00 8" P C INV UT:2518.90 8" PVC SSMH #S- (48-INCH) 40' ol 8" PVC ® 0.6)7. STA:0+55. OFF:0.00 155' of 8" PVC ® 0 40% RIM:2529.1 5 SSMH #D-4 (48-INC ) SUMP:2510 75 STA:8 43.49 OFF:0.0 2520 2520 2520 1 1 INV IN:251 .75 12" PVC 2520 SUM :251 1.01 INV IN:2511.35 8" P C INV I :2511.11 12" RVC INV UT:2511.01 12" PVC EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 FFINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 2515 2515 �ON 00 00N �N N MN 0)O 00 O O O O O O O 'i to N N N N NN N I N N 2510 2510 120' of 12" PVC ® 0.2 % 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT SEWER ALIGNMENT J (STA 0+00 TO 4+50) 2505 FFINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2505 PROFILE SCALE HORIZ: 1 " = 50' r- (D VERT: 1 " = 5' 0) 6 00 00 0 00 cd N N N N N N N 0 0 0 0 N N N N N N N N 0+00 0+50 1+00 1+50 2+00 2+50 SEWER ALIGNMENT S (STA 0+00 TO 2+50) PROFILE SCALE HORIZ: 1 " = 50' VERT: 1 " = 5' 2530 2530 2540 2540 E ISTING GROUND SSMH #D-8 (4 -INCH) - - - - - STA:2 5 FF:0.00 RIM:2530.96530.96 - - SUMP:2521.40 -STMH #T-1 (48-INCH) INV IN:252 .4 0 " PVC STA:0+50.00 OFF:0.00 2525 RIM:2527.31 2525 2535 INV IN:2521.40 " PVC 2535 INV OUT:252 .64 8" PVC STA:0 91.25 6FF:0.0 RIM:2 31.19 SUMP 2523.96 EXISTING GR UND INV I :2524.06 8" P SSMH #D-3 (4 -INCH) -� INV UT:2523.96 8" VC STA:6+73.25 0 F:0.00 - - - - - 2520 L RIM:2527.80 2520 2530 2530 INV IN:2511.59 12" PVC SSMH # -2 (48-INCH) INV IN:251 1.82 8" PVC STA:1+6 .16 OFF:0.00 INV OUT:2511.4 12" PVC RIM:2531.16 SUMP:2524.50 INV OUT:2524.50 8" PVC 2515 90' of 8" PVC 0 9.74% 2515 2525 2525 70' of 8" PVC ® C.60% ��e4 40' of 8" PVC @ 6.21% 2510 2510 2520 2520 345 of 8" PVC @ 1.52% EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT EXISTING GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2505 FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2505 2515 F FINISH GROUND CENTERLINE OF SEWER PIPE ALIGNMENT 2515 LO r7 r� 00 0000 O rn N N N N 04 r N N N N N N OM M 0 r7 Ln r7 � r7 L 0 0 0LO d N 0 N N N N N N N N N N N N N N N N N 0+00 0+50 1+00 1+50 2+00 0+00 0+50 1+00 1+50 2+00 2+50 SEWER ALIGNMENT T (STA 0+00 TO 2+00) SEWER ALIGNMENT U (STA 0+00 TO 2+50) PROFILE SCALE PROFILE SCALE HORIZ: 1 " = 50' HORIZ: 1 " = 50' VERT: 1 " = 5' VERT: 1 " = 5' z O I= U m D a o PRESCOTT RIDGE SUBDIVISION z O MERIDIAN, IDAHO O ENGINEERING PROFILES U O SS\ON A L FNc L.L o G T Ric ��'FAdmk 0 Z F� 19 4 z w OW10/20 ENGINEERING OF \QP�� 9233 WEST STATE STREET lTF1EW S• BOISE,IDAHO 83714 PHONE(208)639-6939 kmengllp.com z DATE: 04/10/20if C d PROJECT: 18-140 c 0 SHEET NO. W PP3.9 oc