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HomeMy WebLinkAboutCC - Street Plan and Profile Li tAL KEYNOTES ���SCE sue% m O SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO ® INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. ALL �J � PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM a FINISHES MUST BE APPROVED BY ACHD AND ACHD APPROVAL IS NOT GUARANTEED. 16970 CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS 6-2-22 �j O2 INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "H4" WITH TRUNCATED DOMES PROHIBITED. 1T p PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED n0 �TFpF TRAFFIC YELLOW". Og INSTALL "KEEP RIGHT OF ISLAND" SIGN (MUTCD R4-7R) AND OBJECT MARKER 0 20 40 80 120 O INSTALL TYPE I DRAIN INLET PER ACHD SD-601 WITH 12" SUMP. (OM1-1). U 10 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. HORIZONTAL SCALE: 1" = 40' J ® INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 12" SUMP. OS CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. 11 INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. VERTICAL SCALE: 1" = 5' O 12 INSTALL MIDBLOCK PEDESTRIAN RAMP PER ACHD SD-712G WITH TRUNCATED DOMES i 3 © INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED J W A/ w BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE 'TRAFFIC YELLOW". LL JRED/WHITE DIAGONAL DECALS. \L O c > O7 INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED "THIS ROAD TO BE ^o -v O N EXTENDED IN THE FUTURE." TYPE III BARRICADES SHALL BE THICKENED EDGE U N 3 Ln m a)00 U SITE KEY ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. m �� X z 1"=250' o v rn O m w vim) "o am Ev z / E W o 6 7 6 il,2 / SEE SHEET C4.1 SEE SHEET C4.2 , u N BLOCK 3 1 m oo p 104 — - - - - - - - - 6 wI �o Zc,No -F / 00 ry x ow BLOCK 6 ' BLOCK 2 J� * w O 7 / \a o o "�3 \ ACHD SEEPAGE BED #1 F = ox n �^ \ BLOCK 6 Z } 00 O �\'`�' ACHD SEEPAGE BED #2 / :�c \ \ 7 '�k N "0 10 \ \ 7 CEO bA60�0�� � 11 9 B o w 9 3 o < 2 3 4 5 6 1 ��, 10 3 F- s `7 ~099 yak n�c a JX 2� �1k 9k 1 � ? E9E., I d JO / ,ti46♦pxy 10'I ,64'L �3 � a $ o0®p � �� � ,sA6 O�S� • • 00 / \ � ``��6'`Oky 1 0 �z � , 2j`TES� l� a y c\ o q l m 2 o c c c c C, v 5 \ s �s �� xs �> x� 2x 3x s 2, O a > E O o os s3 °•e E ? E s s 2 > h z o 2 10x 6^O qY / 6ry�5 .4 O O 0'y ry 0'�L y e'�L '\6 0'`L 2E e 2 1 ?r 2j39 9R 2�AE 2j �iS k.O E O �� \ tit k ^�• �\ .y. 1 nj. y 1 A S ^ v. E A 2 C `Z a LLJ Z ry 1y 6 x 6 x 6 x 6n�. 0 2 S s Z U j / / p�� \\•a ~ - ` ^ ` A ^ , 710p ,. , •.. ',� _.''�, " _ ' N9 2+0 o 0 / PIQ 2 10 ® I N R_ o m o 12+00 13+00 / W N z C. k�g0 G Ra3p0.0 ~ 13+00 o m 14+00 0 3 15+00 4 _o% a rn 300.p0' �5 1 R=100.00' ® t� o 96 / 0' �i N ^h �� �6�• 3R'� O �-- ,. `` - •� + '� k -' S TINDARIS AVE a _ Z �1+5 5 Tlc 2 v- S AVERIL WAY rho a sue, Z 0 ,_ •� o h O 2962k 2j Z / 11k6 k9 9 A Nc10 mwm n o N 311 2Exs.�SE� -2,23 EoES• O `yryy^^6y.yyy ^ U ,�,0�^1`Oy yy 0 O - ,�,L^k°6y gy1�� °,'1^\k`O,�y,koo^• 2 dO-o iON'\r�o w 1 1 ♦xti1 tra 9y(1- 1°x�\,6(L69'�`° �c , 2 0 / O 3 O y O I 5 `�� 'L'\ ^' u 'L'\ �� .�'hry^6y _ / 1 6 o Z o /ryti� G j 4 O� 1 r �, 8 9 10 DESIGNED: C. GRAHAM 2 3 4 5 O // \ ' '..I 7 1 /1 DRAWN: L. HAASE J� / O 4 BLOCK 4 BLOCK 2 33 CHECKED: C. GRAHAM ACHD SEEPAGE BED #1 � Q ACHD SEEPAGE BLd ED #3 Q I I APPROVED: C. GRAHAM z S (� BLOCK 5 1 1 O / 1 1 /. I / Z \\ \ W� BVC 11 / 3z C) PREG20EDCOR: PO BOX 593 Li SEE SHEET C4.1 SEE SHEET C4.2 SEE SHEET C4.1 SEE SHEET C4.2 U EAGLE, ID 83616 Q 2775 2775 2775 2775 ce J N -^ (� W J n ------- ------------------------------------------------------------- ----�-(0rn ------ Z J N -------------------- -------------------- ----------------------------------------------- LL Y M N ------- -- ^. M L'i Q------- O (if lt7 N ( ^ p2770 2770 2770 2770 0o a / Ld O r �Nn to V) W Zr^r N w H >0 N w V) O V U) J 7 ,O W Z !r O (� mo w w 0 NO FINISHED GRADE ------------ OFINISH GRADE Lo + m> 5 � o° V) + o oi w LL Lf N JLQL w0 2765 m-Q -¢ j >a >a 2765 2765 ¢-1 111 N ¢ w 2765 O Q --- _N W ——-- --- --- --- --- ---- ---- ---- ---- ---- -- ---- ---- ---- --- --- - --- - ------ -- ---- -- -- ---- ---- ---- ---- ------ - ----- - - --- --- -- ____ --- W_ - - --- ---- __ 0.50% oN wv~i-w 1.38% __ --- --_^O. Ln [if -&>a a a-a--- -- - --- -- _ _ --- --- - --- ----- - -- ---- ---- ---- --- ---- -- _--- — __- - - 1.97% ------ --- O a >a> ---- d a-- ---- ----- ---- ---- -- — --- ———— --N rn --- o n 2.00% _rn m --- Z 0- 1.15 ° __�� --�- --�-- -N1O. +r - -_IN 04 d' _ -� _ — _ O — ---- v)a — �� _ d ------- ---- ----- ------ ------- rnv)---- a0M u+iN ���� �r l MII 11J- w � N �W 2760 o N CL +^ II 2760 2760 ' 'c�i �j w a w CL 2760 LLI = i�i +N a w N n `o EXISTING GROUND a oo 2.00% N a J EXISTING GROUND w N Q > om II J a + o C)N �w CC N ---- --- - ---- a w all IIN �w W --mJ ----- ---- - ----- --------- --------- --------- --------------- --- --------- ----- ---- --------- ----- ---- -------------- ---- --------- --------- --------- --------- ------------ ------ ------------ ------a J---- -0-----------0 -- --------- --------- --------- -- ------- --------- -- ------- ----------- ------- --------- --------- -------------------- ------- ------ Z j --- w m a N Ir 2755 2755 2755 2755 O Q N ------------------------------------------------------------ -------------------- -------------------- -------------------- ------------------------------------------------------------- --------------------z ------------------- -------------------- -------------------- ------------------------------------------------ T�RM ROSSING N LL DRAIN Z r J 2750 _ _ _ _ _ 2750 2750 _ 2750 } pp Y I� M M N I� N O T N Y N T I� Y O T N r` N f 0 m W N O n r�r�� rOr�� r br�� rhro� y Ny r�r��' Y M ' < G M N N N M M C M M M N < N < $ �j b N b b b bb � N N n N N n N N n N n N n N n N n N n N n n W 5 O N N N N N N N N N N N N N N d J w 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 co co 22 S AVERIL WAY PLAN AND PROFILE S TINDARIS AVE PLAN AND PROFILE LLJ U STA. 10+00 TO 1 5+50 STA. 1 0+00 TO 14+00 Q N O N Q CSW PROJECT NO. 22001 p DRAWING DATE 06/02/2022 r o_ a d 0 U U ■ F Ld KEYNOTES R=20.00' $ //2 w� alO SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO 2 / a ,�� / C�16970 PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. E 9 / Q / 6-2-22 O INSTALL NS AACHD SDI PEDESTRIAN RAMP MESPER SHALLACHD D-71AST HINT TYPE E"H4"CON WITH TRUNCATED COLORED DOMES Sr,) 0 a y�° NE M.G TRAFFIC YELLOW". f <c °�� 0.62% ew : 30 INSTALL TYPE I DRAIN INLET PER ACHD SD-601 WITH 12" SUMP. G N� qRy N N it; / m 12 J ® INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 12" SUMP. 160�a N \ TAR/vFim �G 2 / 0 20 40 80 120 ti SID \ ce1 / ao OS CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. \'.0 �G 2,160 54 � �Z 3 ti VG 0 6, 296� rybry 5 HORIZONTAL SCALE: 1" = 40' I'I © INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II L�6��\ S `�o ° �G ' ry�6 2�6�8 2 VERTICAL SCALE: 1" = 5' �W l o <n BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE \ sue p - m �G �G p O y J RED/WHITE DIAGONAL DECALS. R=20.00' ° p N 2 �62 - U N O7 INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED 'THIS ROAD TO BE 2 �G \<p Q 40%<p N�o+ ° a ce \ 296,g6 a N �^ �p w EXTENDED IN THE FUTURE." TYPE III BARRICADES SHALL BE THICKENED EDGE 5� G o m O SITE KEY �60• q ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. 1 N p1° R=20.00' \ x p zo 1"=250' <c rn °. 623° <�e <� 'rn O rn N ® INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. ALL II / 2 2� 1.46% prn. 3 \ 10 O u o :2 STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM , a O N FINISHES MUST BE APPROVED BY ACHD AND ACHD APPROVAL IS NOT GUARANTEED. d CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS M R=20.00' w PROHIBITED. =QQ / 2 SD 11 M D <� , ° o 1= O9 INSTALL "KEEP RIGHT OF ISLAND" SIGN (MUTCD R4-7R) AND OBJECT MARKER /� 3 •' 3 (OM1-1). 6 / 2 , w 10 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. °' / // R=20.00' SD w11 INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. N N 1© INSTALL MIDBLOCK PEDESTRIAN RAMP PER ACHD SD-712G WITH TRUNCATED DOMES INTERSECTION DETAIL INTERSECTION DETAIL o PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED w TRAFFIC YELLOW". SCALE: 1"=20' SCALE: 1"=20' o 3 N SEE SHEET C4.0 00 z _� o / BLOCK 2 I G I OU / ° / I m 10S a ~ / 7 6 5 4 3 2 D $ i 104 9 0 7ix < 9 O a / 10 �> o� I �90 oy BLOCK 3 0 2>�X9 2)�XS 2)�Xv 2)°X> 2�pXy2,s2 S3 JC ry 2 AGO '�Ory w O w 7X 6 ry16 �^X 0 � I 1), 6, ) S - 1 h• 9 0.�• s 2 6. 2 1 O 0 '� k O N z 1 2 > O, S2j SS? S >e)S •9A ° �C. - 0"'9xh _ .`6.y. / o 2js°F9A 2s �c 'Po �o �° �° 0 ,>ic ry ry 6 a o aX g's �� 2 n"� 1 3 2)S9 e j �C 5 �� E CEDARHURST DR F a m 2 I O 3 ~: 7 w / V 0 E e _ 4 - 3 -q I - - O 2>5g55, y M N oR�� ,RX 2,y9X26.�\ s�° R,450.00 +00 2 12+00 11+00 N m 10+00 Ir 9+00 0 6 ?j 2 0 o a °e o 14 � . � 1 1 / M 1 ry�6ry 2 O^0Q' G 2 9S u O BLOCK 2 N �° /��G f xS853 s ry \2 �,� V � I / >8p9,o , i i Xo 0o 2>5g 3?, 75x 'O X �O ^1^ �' 1 1 / ,�X 9 i i i i /i / 1`1'.�6• h M 2>S 16 r0A ?> 1p08 0. ° ^X�• n`b-� 8 2yi�9/LC ^ery' ?x Jy i i DESIGNED: C. GRAHAM It O 15 oe 5948 �� ?>S94 ^ryn.goo M ?g2 1 'L 1 1 ® /sS�3S,C i DRAWN: L. HAASE w SRC h 10 < o nya Op ?>Sg x4�.4> 10 ACHD SEEPAGE BED\#2 CHECKED: C. GRAHAM w 5k 3? 6 ACHD SEEPAGE BED #1 \ z O>6p OS 15+41.\ 1 ?>5 '4x>r 8C 5 1 11 10 2 APPROVED: C. GRAHAM O 17 A 2759.85 TRC °.1'C x48�C 4 v, u h\ Of ?>Sg '0019 o Z Z PREPARED FOR: 0 1585�R° oo y G20 LLC 2>6p43, �� 4j4> 3 C BLOCK 5 2 PO BOX 593 } 18 r°q $ BLOCK 4 a vm 3 BLOCK 6 EAGLE, ID 83616 ?> z 75+8g ? 6p B 2 S a \ 278p 56 ?x �0 10 9G v rRC ko 04 0> N J \o Z 19 7 \ 3 �� \ 4 C) W U / \\ \ U J w SEE SHEET C4.2 SEE SHEET C4.0 SEE SHEET C4.0 2775 2775 ILLN U Z O ILLp U W z LOW PT STA = 14+71.36 ,� >Ld z N z a 2770 L PVI STA 14 9 EL 5.47 o .z n PVI EL = 2759.12 a o N '� 2770 ce C) J W ---------------------------------------------------- -------------------------------------- -------------------- -------------------- --------+OaF �N ++-C,�aDa_ �-�---------------------_------------<_ a LVC _ 100.00' -N 3 + � Niz H n II-N :U' - >m Z �a0 J CL gyV) + C) w m W Nw> W W +n + N NLi 2765 n N N II N a > > 2765 Q J < II a FINISHED GRADE 5 5 a a L+ a s W J� ti w ti w In w z a s -1.98% Z N > N 0.64% - i z 00 \ � W Q d Ln -0.64% -� 2760 -2.10% ro u 2760 V) (n n /-N m-------- ^ /--------- -a W m J 00� ��_O� ��_ ------- -- +� /f -+N _____________O --_— _ ________ — -----_______ _ ________________N IN— V) Y II 0 a Lo I 12" STORM a U r N DRAIN CROSSING W 3 2755 a II 11 it 2755 d Q U w H w ILa W---------------------- - EXISTING GROUND ---------------------------------------------------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- U cli2750 _ pp _ _ 2750 (N M n m O O Y O M N I� O O n M I� b m a0 M M < q I� n M N "1 J ci d n 0 n d 0 0 0 0 0 ri w vi CSW PROJECT NO. 22001 p 0DRAWING DATE 06/02/2022 d. of a d 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 9+00 o E CEDARHURST DR PLAN AND PROFILE u C4 . 1 STA. 8+50 TO 1 6+50 Ld KEYNOTES w p } o zo ao so 120 5v\GE S lO SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO HORIZONTAL SCALE: 1" = 40' O a PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. I Q 8 ; 1 p VERTICAL SCALE: 1" = 5 S 6-2-22 O O2 INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "H4" WITH TRUNCATED DOMES g Z / 3 ¢ 11 00 �TF pF\OPT 2Q� PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED v~i v 'TRAFFIC YELLOW". 2 M O3 INSTALL TYPE I DRAIN INLET PER ACHD SD-601 WITH 12" SUMP. R=20.Oo' 2 s z 2jsp N ® INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 12" SUMP. ? 10 /aV s3• ry^6y. 2�o OS CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. N.,9q,sssto Z�6gok ey �G �� a W © INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II ° o G 2 N ~ BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE 1.19% '� R=20.00' �6� 2s�lc 6k?y ° —L��+ o m RED/WHITE DIAGONAL DECALS. F fNC�fH s lc s�S lc / �wt� 2 2jsA to x 2� 1^yG ��S�g �y >r O o) J ART 'e. _ s• c s a U N O7 INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED "THIS ROAD TO BE DRIIrF� \ Ol?ss / 2�6515 _ l AAA• ry1 G UN 3 Om NCO U SITE KEY EXTENDED IN THE FUTURE." TYPE III BARRICADES SHALL BE THICKENED EDGE a �� LG Z2� — — 100 �m ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. 2js 2) �G x v z 1"=250' 0 5pR 0 ke lc ? l sA o O N rn 0 8 INSTALL STREET NAME SIGN ACHD TS 1109 INSTALLED PER ACHD SD 1114. ALL k9 _\ lc s y�6 --_ 2A• c 380.57% bk� °�w 00 00 STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM a as o a (ifFINISHES MUST BE APPROVED BY ACHD AND ACHD APPROVAL IS NOT GUARANTEED. as vG rn� a I o m E d CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS Z PROHIBITED. 1 5oz 4 u O9 INSTALL "KEEP RIGHT OF ISLAND" SIGN (MUTCD R4-7R) AND OBJECT MARKER ry40 1 3 (OM1-1). J _ N 10 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. 1 " W o_ 11 INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. w hi N o INTERSECTION DETAIL INTERSECTION DETAIL a SEE SHEET C4.1 � SEE RIGHT SCALE: 1"=20' SCALE: 1"=20' � � BVC 11 0 o z BLOCK 4 N SEE SHEET C4.0 SEE SHEET C4.0 N 0 3 \ a 9 \ 8 \ a � 13 a 1j t � 0 4 �+o e 15 14 13 12 R 5 BLOCK 6 o LLJ BLA,7, \ ! D(if v+ ry^y0 1yx 2 2�9X.. 5 N o v~ sA�e ACHD SEEPAGE BED #3 �4y^ 2SX N Z oy �G 8 ��.•- 10 7 33Xe, O 10 o°y xryyy o 2js 30� 6 w V) x�o' o > > > > > 8 1 2 BLOCKS S s y a M 0 6 S>> s a y A s 2764.78 TRC 2> >'90 3 t ry h Ay9� °. z yy�6ry 2js xs9 2js xo9 2js xs9 2js x�3 2j xA 0 3�xo9; 0 0 6 sROR9 ry z yo �0 `L G O. x0 1 is v2 2 •�2 3� •�2 ,� •�2 p� O 19+13.14 2j J� s oo y�y`• zo °` x w s W / ,\y 1y v 'ems '9? 10 sS s S s `•1• k`1''1 i i i i i i i i i .�O ��' ry°` 7 A ; p � `•ti 2'64. I I Aby ♦x g5' 2 i i i , o° •jY Z SO ® Teo •. �� �O 'moo o O ' �2 �C J g o 2 2 ry ryg G m G a3x , 25+0_ 10 O 06' 16+00 o AGO 9*0p•96 w 0�ok 2j OxB o. ^'C\by 6 k,�yry 2>s¢sRSS r s .450.00' 0 C C 0. 17+00 0 18+00 s 1p 6 N 11 0 �• s 2 ® R- Q h0 G O O m R� w k^ %n�. 1 1 sS 6s yy. xy yy xy B ® d Z m 10 v ryAb o° s� ry� ti� ry^ ryry �c a+pp �� �o 5 PALATINO AVENUE N O .. 4 O S�n,� i9fOp 20+00 o m 21+00 ® 22+00 o m 23+00 $3 .: " x o y yx�y DESIGNED: C. GRAHAM .00 p 3 O 2R y y N /� 0xyo`'6 °y�0 x°h yy my ay xyy yy o 6y.�y o'^y oy 29 O �a N E ENGLEHART DRIVE ^ o yM. O '` A6' e yo. ^e y^' �.6 6' : yry• m o; : o�' y� �.� y°` `° - " x v s DRAWN: L. HAASE jry ry ry ry v ry ry ry x000 ry,�G1 .4QO e dry. 'O. 0ti�O, ^Ory G..,. >,0ry 1�ry--.�O e 1�ry G. �Oti�G' .•O�ry. O py ._., •.ry N N CHECKED: C. GRAHAM W x k O 'h y ry O •1 y O 0 k y /� ry BLOCK 2 e x \ x a x ry k° x 1 x 1 x k x ry x o a' x ti� ^9 �• ^9 k, ,q y. ,yo y. ,yam 6y. 1 ,yam 6y. 12 ,�'L 6y. o ,�. yy. ryry yy O ao ya• APPROVED: C. GRAHAM z p'\r° ry16 ry1y ry1y ry1 ry1 ry1 ",u `L1 'L� ry^tea �'h A 41 \ 006 17 18 19 20 21 22 23 24 25 ryA6y6� 2) BLOCK z Z 6. TON 40 PREPARED FOR: P o 39 \ G20 LLC LLJ28 30 31 32 38 PO BOX 593 BLOCK 2 20.00' COMMON 33 BLOCK 2 U EAGLE, ID 83616 z DRIVE ¢ 34 35 36 37 Lu J _ _ _ _ _ _ _ _ _ _ _ _ _ `L^6yP I ?)s, TON I N J 27 W H <n 2775 2775 2775 277 Q N Q J U U p pLL Q O --- --- --- --- --- -- --- -- --- -- --- ---- --- -- --- --- --- - ---- ---- ---- - --- ---- - --- ---- - --- ---N 0°1 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- ---- ---- ---- ---- O^--- K-- w 7 O + IN¢ M m� L F. 11 a 2770 + 2770 2770 a N Q FINISHED GRADE + m 3 N N o 277 C) z ce Q Q --- -----------------I-N.--------- ------------------ - --------- --------- --------- ------ --- --------- ------ --- --------------- --------V) W ---- ---- --------- --------- --------- --------- --------- --- ------ --------- --- ------ ------------N N J --------- ------ --------- --------�-J 2 O J ---- ---- ---- ---- ---- --- ---- --- ---- --- ---- --- nw-¢ a a aa Nw w -- (/) W ---- - --------- --------- --------- - --- --------- - --- --------------- --- --- ----- ------------ - --------- --------- --------- --------- --- ------ --------- - ¢ - d-a W Q > F- as aac� — z -------- ------------------N __` 0.50% -0.50% —— ————z 2765 FINISHED GRADE / ————— — 2765 2765 —————— —————— ————— 276 O m w — ao ----Lqq --------- ------- ---mom- ---- or° Z J a 1.50% _ �m �000 �m --- ---- - --- ---- -oo,� -M�- o - - r)a ---- ---- ---- - --- ---- - --- ---- - --- ---- ---- ---- ---- ---- ---- -----°°'° ---- ---- ---- ---- -- -- - ---- ---- ---- '4 ---- ---- ---- ---- ---- ----- -- - --- --- ---- ----- ---- - -rn ---- ---- - -- 0, }I� }I� +�C-4 ___ _ ______ fo _ _ ___ +I� --- ----- -- --- ----- - O Z J J I N N In / m N ° rn I EXISTING GROUND N II a II N w Lu Q d <n 2760 II II 2760 2760 r w w LL.I LJJ U U a 276 /� _ U W d W a ------- a a' (!1 -a 12" STORM.- a ce _ Lu —-o u1 DRAIN CROSSING > J .0 o- _ �- --a0 O. --- --- -- --- -- --- ---- --- ---- --- --- --- JO�� OD^. --- --- --- --- ----- ---- --- ---- --- --- --- --- . --} -- --- -- --- ---- --- ---- - ----- ----- ----- -- --- ----- --- --- 5 Y -+n- ------ -----------p N ------ --------EXISTING-GROUND--- -------- ------- --------------- ---- --- ----------- ----- --------- ------ --------- ------ ---------_ 0 2755 U N a W 2755 2755 275 d N Z LLJ Q U ------ --------- ------- --------- ------- -------- ------- -------- -------- -------- ------------------ --------- --------- --------- ------------------ - - a- - N 2750 2750 _Canl vn _maN uNi Nan vni aN �Ni _a vi ri ivil _iril vi ri ppOvi _mmOri ra Wn n Q(~J/1 2750 d csl n v N p m o N CSW PROJECT NO, 220 01 ci Qp 0 DRAWING DATE 06/02/2022 a. of 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 a 50 25+00 o S PALATINO AVE PLAN AND PROFILE E ENGLEHART DRIVE PLAN AND PROFILE F- C4 . 2 � ■ STA.1 5+00 TO 1 9+50 STA. 1 9+00 TO 25+50