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HomeMy WebLinkAboutEmergency Access Exhibit z J ZD � LEGEND o 0 oc z cD CONTROL POINT w CONSTRUCTION PLANS d'AE N NOT TO SCALE Ln 2000.00 GRADING POINT MARKER LU Moscow 1% GRADING SLOPE ARROW FOR LEWISTON O ,z PROJECT 2000 EXISTING MAJOR CONTOUR LENNON POINTE SUBDIVISION LOCATION 00-110, 2001 EXISTING MINOR CONTOUR 0* 93 2000 PROPOSED MAJOR CONTOUR MERIDIAN , ADA COUNTY, IDAHO ASCADE 75 15 2001 PROPOSED MINOR CONTOUR 93 BOISE KETCHUM 20 --- AH PROPERTY LINE o o IDLL U _ APRIL 2023 a FALLS LACKFO T J 84 93 1. POCATELL J EXISTING CENTER LINE W FALLS GAS GAS GHb— EXISTING GAS O � W W W EXISTING WATER ryo Y N o U oHr oHr EXISTING TELEPHONE Z O � oHE oHE EXISTING OVERHEAD POWER SHEET INDEX J Q SS SS EXISTING SANITARY SEWERS W UGE UGE EXISTING UNDERGROUND POWER PG SHT DWG 0 N o00 EP EXISTING EDGE OF PAVEMENT 1 G-1 ,0 TITLE SHEET Z Lo � w w PROPOSED WATER USTICK ROAD = 2 G-2.0 GENERAL NOTES w SS SS PROPOSED SANITARY SEWER - ____ , PROJECT �` - 3 C-1 .0 SURVEY CONTROL w UGE UGE PROPOSED ELECTRICAL LOCATION 4 C-1 . 1 DEMOLITION PLAN H PROPOSED BUILDING y - W PEBBLESTONE DR 5-21 C-2.0-C-2. 16 GRADING PLANS GRADING LIMITS (DAYLIGHT LINE) - - - 22-28 C-3.0-C-3.6 STORM DRAIN PLANS N N N N N N m — FEMAZONE 'X' 5 _ i 29-34 C-4. 1 -C-4.6 UTILITY PLANS � � � I o o FP FP FEMA FLOODPLAIN � ` CREASON CREEK 35-39 C-5.0—C-5.4 ROADWAY PLAN & PROFILE z 0 z z Fw Fw FEMA FLOODWAY SUBDIVISION N0. 1 40-41 C-6. 1 -C-6.2 IRRIGATION PLANS U Y U EXISTING WATER CONNECTION Q ti 42 C-7. 1 PUBLIC STREETLIGHT PLAN co'� - W co 43 C-8. 1 SWPPP PLAN w co °' ❑E EXISTING ELECTRICAL BOX LU LU o z LLI 44 C-9. 1 TRAFFIC CONTROL PLAN ; ; z Q 0 1515 W. USTICK ROAD 45-55 CD-1 .0-CD-11 .0 CIVIL DETAILS w ❑T EXISTING TELEPHONE BOX � z PARCEL: S1201223115 ~ ~ w w J - 56-61 L-1 .0-L-1 .5 LANDSCAPE PLAN w w w J J � � �s EXISTING SEWER MANHOLE 62-69 L-2.0—L2.7 IRRIGATION PLAN " " >- o � s CREASON CREEK _ J © EXISTING GAS RISER SUBDIVISION NO. 2 o N {{ � N M � O J �* N ,P EXISTING IRRIGATION i THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS CD EXISTING OVERHEAD POWER POLEf. N ZION PARK AVE ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE N y,_. _ _ " - •= ; -- - ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF z z z U ® PROPOSED CATCH BASIN ` _- i PREPARATION. THE ENGINEER ACKNOWLEDGES THAT U Y t Ilk- ACHD ASSUMES NO LIABILITY FOR ERRORS OR ° Z o LU o 9 0 S PROPOSED SEWER MANHOLE ° < w = a DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD a U PROPOSED FIRE HYRANT POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VICINITY MAP VARIANCES LISTED BY DATE AND SHORT DESCRIPTION, a_ H PROPOSED WATER VALVE SCALE : 1 " = 50' WERE APPROVED: NONE o ® PROPOSED WATER METER 0) LLI cn W o z— O L ■ LU UTILITY CONTACTS : z J O W LU Q UTILITY COMPANY CONTACT NAME PHONE z j 21 m WATER CITY OF MERIDIAN PATRICK COTTEN 208-898-5500 J OWNER : ENGINEER : SEWER CITY OF MERIDIAN PATRICK COTTEN 208-898-5500 U E TYSON LANE KURT NORRELL POWER IDAHO POWER VICK STEELMAN 208-388-6320 Q) HILLCREST CONSTRUCTION WESTERN CONSULTING GROUP Ito C�SSCENSNcy ID P.O. BOX 608 1452 W. BANNOCK ST. GAS INTERMOUNTAIN GAS GREG WEGNER 208-377-6840 SHEET NO: EAGLE, ID 83616 15461 , BOISE, ID 83702 COMM CENTURY LINK TBD 208-298-9901 G-1 0 (602) 752-1900 208 860-8262 � , � '�rE Of �� ' L ( ) II be�fm you dig. R cn TLANE.HILLCREST@GMAIL.COM KURT.NORRELL WCGID.COM IRRIGATION NMID GREG CURTIS 208-466-0663 F• �R DAT4-19-2023 oN:c us eBa by Norc.n fn PAGE NO: �OeNotiren cn,w. 0 D 2023�1914i00i56-°s'°°' NOT APPROVED FOR CONSTRUCTION 1 OF 69 EP V' z CITY OF MERIDIAN STANDARD NOTES - ROADWAY o ® I 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE ZD WEST USTICK ROAD REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR z � I ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. m ° ° orf 4 I I Lu �s -•= 1�---===�A__== - — ° ° s ° ° _'- -- ° - 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE Lu '—"-- -- -- --------- I ENGINEER'S NOTES r--------------- O SHEET — — C-5.4 1. ROAD CROSS SECTION PER DETAIL 2, SHEET CD-2.0. PROPOSED COMMERCIAL ; PROPOSED I I I PROPOSED s BUILDING APARTMENT I, I C I APARTMENT z BUILDING Cn BUILDING El I I - i m i i-- ----------------------------- ------------------ I _ Z J — / __—————— --------- -- 2570 SHEET ----------- ;�_ ' � ' C-5.3 ILL / FI �- ---- m cnILI: O II O , I - - 25� --- L i EP ° 00 T I -- -, --'-�, 257 24 W PEBBLESTONE z z -W PEBBLESTONE LN - z z I I ;� __ DRIVE PUBLI u I , 1 I PROPOSED 1 ► ��, --- 2s� -- � - ss co LLj I I I I 1 z ° `_ _� \\� / _ VJ COMMERCIAL BUILDIN I ------ ;,' 2 20 - — . '� o - -- -- O 6 I I I ' ' -- -- -- �_ 251.18 ' U � - ------------ ------------- — - s W PEBBLESTONE LN - - SHEET --- i z/. ---------- 25 0 ------ Lo ------- 1.19 ------ - CFj) TOWNHOMES I TOWNHOMES I i _ I , , U s it ;�Tl -- -- -- — -- -- o0 1 SHEET - — � -- ° I' I I W I — ; N N N co r PROPOSED zl ; -- RO�$S D C-5. ti Lo M N Q o u I 1 ;m TOWNHOMES TOWNHOMES -- -- I ` o 1 o o ' I ;� ' ' ' �I , I I ; I -- II _ __ I I , I TOWNHOMES I TOWNHOMES z Y Z m u ' zl _ _ 0 m :1— 1 —Li 7,2 ,, I I I I HP 2+74.97 — I Z / II w /z P� , z ELEV=2572.08 LL' wU RQ Lu — FIN __�.- TOWNHOMES N : o `� .spI I — __ I- I I ' I I I ; I0 0 TOWNHOMES z ,: -- Q a v� Z fZE}P@fl o > F� 0000� SHEET -- -- -- I TOVAHOMES w ui _ Z e'I w w W ' ---� ' F� �� , \ C-5.2 -- -- -- J J 0Z ' ' -- �RQPnSEQ I i -- -- _ o o o I \ I oo � Q U TOWNHOMES < I N LL \ \ \ I j I I TOWNHOMES �. -- `II N o I \ \�\ f� s�fl N \ I \ I I C ; TOWNHOMES I O ° N 9 I \ I I I p \ \ , -- . ° I TOWNHOMES N \ ' - -- I ` U Z ° --� ------�� I I i Z Z TOWNHOMES I o U � Y Y I I \ ^ ' TOWNHOMES � L ° \� / \ \\ - ----' I i 0 -- -- -- is I I w = a I o PROPOSED ii \\ ���� \\ r --- - I ( a o o Q ` �� I ' I I TOWNHOME I -- -- -- I F_ II I �� PR POSED I I J 1 i Z W c I ` 1 - TOWNHOM S PF�0�6�E 1 _ i w I v v,-- — — — — — - - - f— — -; - —T-OWN-FtOME-S— _ WLu _�:WSINDON LN 7s .� z -�v - - - � / - - -- -- z 0 w O / SHARED 0\01Q ,- -r- '► ! ^ ! ;�, 2 DRIVEWAY a ' — 25 .41- a_ It FT z Q Oo ' 25 2 82 ;' ' RPOWFS D I PROPOSED I r ROPOSED , p z (n J TCM� ' TOWNHOME ' -OWNHOME ' W Q a —13 -- \ - C U NAL 0 ID SHEET NO: 7 00-10, 15461 ROADWAY IMPROVEMENT PLAN INDEX �o C-5.0 0 m SCALE: 1 " = 40' F OFR��'� DATE: L 0 40 80 4-19-2023 Feet DiNilalty signetl by Kurl Norrell P-,CN=l�=N.-Il PAGE NO: U �,W 223 4.1914,�a,_ NOT APPROVED FOR CONSTRUCTION 35 OF 69 z I- J ZD 5 O&5 w CITY OF MERIDIAN STANDARD NOTES - ROADWAY o 0 Ob af w � 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE Lu REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR F- a ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. Lu 1 2.0% 1 2.0%� 1 -- + 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO _ � � � , � INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. I 1� -- + I 11 1 I I I I I I II I I ENGINEERS NOTES ; I W I ' I 1 1 I 1 I I I I � I i ' z ; ' I I I 1 I I I I 1 I / ' ' w O v a I I w w w w w I w 1 I I U) O 1. ROAD CROSS SECTION PER DETAIL 2, SHEET CD-2.0. _----- --4 J I I I to 2i I � I 2 I 2 1 1 = 1 --; 1 U) m l 1 ' O ' 'Lu ' O O 1 p 1 p 1 a z � I = 1 10 = 1 = 1 = 1 = 1 w = O � J PC 1+07.23 Z � Z Z Z Z CD I � 0 I I m IELEV=2572.04 I I0 � I 3 I 3 I � I501I J 1 ; m WI � ' I I q� O , ,� O O O 0 1 I W r 1 I- a H I f- 1 H 1 f_ 1 Ot_ I- Tilooro"_ 4 1 1 1 I I Q� o w 1 1 1 1 1 1 1 1 1 1LP 1+69.15 1 1 1 1 1 W HP 2+74.97 PC 4+65.01ELEV=2571.45 O ELEV=2572.08 ELEV=2571.20 Q = Y NOPT 1+86.38 - I _1 1 F1I = � Z U I`ELEV=2571.50 I co o 0 O M� h - ------ O z 00 571.4 �o� -------- ------------------------------------------ ------------------------ o 1--- - z----- ---------------------------------------------- -- --- 2571. 4 �` �4 + + 0 + ° - ------ `� LP 4+99.20 1 ~ z 2 00 3 00 -0.5/o 4 00 cv -0.5/o ELEV=2571.06 I CO W -------- -------- -�M� -� Q - - - --- 2571.20 --I--1-U%- - ��---- --------_ � - - _ -- - (n 2571.18 2571.19 N ZION PARK AVE (PUBLIC) ~ N� ' Lu O N co --- ----------------------------------------------------------------------- ------------------------------------------------------ --- Lu --------------- - cn � o N 26 2� '� I 1 2572 I I 1 1 1 �� I I 1 1 1 PT 5+16.34 / 0- F- U) E _ `- +-�_ 1 1 1 1 1 1 1 1 1 1 1 o �� ELEV=2571.11 �� >W PT 6+20.60 ELEV=2573.16 -------- _ --- z I a I I I I I I I I I I I \ �`\ - U _---- J I I I I I I I I I I I \ ` o o `� `` + N N N W __ ` OO z i I I I w I w I Iw I I W I 'cn ' w ` �� �i` ti LO cM N W cn cn (n cn [n PC 5+69.80 - ' h - N N N co L I I ' m I I p I p I 1 m I I I 2i ELEV=2571.89 N o N co + O W � W2 2 0 � WO 2571. -- ° ur, o0o) � o N ` , 0 �, o � 0 0 � p = I boAA a � � I I = I l0 = I 0 = I = I pl= I 0 3 s,� + z UZ z } = z I � 6 74 W i I a- z I I z I a_ Iz 1 a z 1 0- Iz I p 1 2572.0� U m o J a ; I 1 p I 10 1 ply I O I p1� I � p . - 5% m O O � 0 O � 0 a H -- ----- 2572.4 2572.82 �w 0- f- a H H 0- H i a �. Q I W I -- --------- -- w U) Lu U I I �° 9. --- - w ccn Z6 ---�I -- Of 0 z w w Z Q o � � o � w w N ZION PARK AVE PLAN w w J_ X ° U U 0 p � SCALE: 1" = 30' o a _ �_ 0 30 60 U Q c a) Feet J b N co � Z q CURVE LEN.=89.87 CURVE LEN.=25.21 N K=29.95 K=14.10 g LP 4+99.20 HP 6+48.99 N LP 2571.06 HP 2573.65 ° CURVE LEN.=95.00 CURVE LEN.=80.00 N 0- 2575 K=32.62 _ K=53.87 2575 Y Y 0 LP 1+69.15 H P 2+74.97 7_10 0.71°o LP 25,71.45 HP 2572.08 .5 /o _ _ o 0 0 Z Z '� 9 o I - - o Q co w \ STA 1 57. 3 AT H E IS ING ELEV_2571.49 0.99% a U - / E EV 257 .67 U MATCH E ISTI IG 1 - S 0 19. 7 MATC 1 / \ � � Q 2570 _ N M 2570 W o P IN E DRIVE - / c� j °' W L N - - - - � O N ° co GRAD _O N O LID O Q > ZLLo O T7 Lcc N N 1 J J w 7 O IN OR L O LIJ N > w J N 1 I + � H n > > > � > Q � 0 �w Cr w w a ZZ _ 1 Q > > Z 2565 > a a > \ � w 2565 0 a > > 0 - m 06 Q > > > z D Z Z o U 0 0 w ' J N J ° Z a U 2560 2560 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 6+90 SS\ONA�FN CyF% SHEET NO: 00-110, 15461 N ZION PARK AVE PROFILE C�5' 0 TE Of�� v HORZ SCALE: 1" = 30' VERT SCALE: 1" = 3' F. �' DATE: Digi ysig-dbyKurtN-11 4-19-2023 DNL US "'f- ✓-"` ✓/ PLLC",CNrnKu@rt Nolltlnagl Group, PAGE NO: Date:2023L04. ,4,05fi 060019 NOT APPROVED FOR CONSTRUCTION 36 OF 69 z J I a I ------------------ - _ _ I \\ \ `�, \ -- CITY OF MERIDIAN STANDARD NOTES - ROADWAY ou O ' W I I I I I I I I I LLJ I `------- I m I I p I p l I m I p l I 1 ', �� ` '-------- - -----l 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE o z I I ' w ' w ' 'w ' ' w ' Iw p w I REQUIRED TO SECURE ARIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR I a ' I o w ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. Lu ' I N F- I 0 LIJ U) 0 0 0 Lu 0 0 0 2571. t\ sXb --- U) I I _ I I0 = I 0 I= I = I I= I Z I III \ II 6+7L I W I I w z , I w z I IZ Iz I a z I a Iz I i , \ 2572.0 ° _ 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO J ' O � 1 1 0 5 1 O 13: 1 O � 1 013: 1 � 0 I _ INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 0 r m I I 0 a 0 a 0 O a 0 i-- �¢ 2572.4 I I I I I ' / ``�\ - - as r--- 2572.82 a W � ; ° �' II a ENGINEER'S NOTES I �° ,9. - , I ' icy - -- i , i d I � � � \\ I I I ii 1. ROAD CROSS SECTION PER DETAIL 2, SHEET CD-2.0. I < , Ci� M ' I I `PC 7+32.57 / I ELEV=2570.47; �� 1 I - -- - I I PC 12+95.02 I I J 7+00 ELEV=2570.83 N - - I I ------- < - w ' z 00 a o \ ; 0�r' I I u N - x - --, I I II Y Vb \ O Z 1t LP 12+19.65 I U O� ���, I I I I I I I I- - ELEV=2569.79 1' CD O cy----------------------- O g ` .I I 1 I I I I i U) I III I I I I I Z '� R�0• co PT 7+89.70 p I I I I II Z ELEV=2571.01 (n (n U) I I II � Z I I L I pl W I pl W I pl w O i l l LP 12+06.83 I I I J Q 0 I I ELEV=2569.82 0 I WI 1 WI I WI -�-- a , -- ; I I m I_LI I (n I UI O I �I O I U)I 0 0 I � I (n -2.0y' ' II Z a N I co I 0 2 2 2 % 8+18.17 00 I ! 0- Z I a- Z I i 0- Z I I PT 11+94.76 \ I I II O N o0 ' I I I I ELEV=2571.27 IY O O O 0 a I I �- I U Lo ' I' �10 1 �10 I �10 o ELEV=2569.88 I Z ------ it i I w t- I aI I �I I aI o \ 1 > ; I HP8+59.57 r� ELEV=2571.43 W / I I i �J I I I I I I I -------------- ' i ~ O O o i I i r i PT W co � 0+ t `'`. �ELEV82571.4 1 U I ` ------ - _______________________________________________---------/ I AP I •1- APAP- / V `��- I I \ U I \, 9+00 0.50%° ?571 m 10+00 N f -0.5% 11+00 IINW NW 15TH LIN �� �'�� I ti 6 M N ♦� IN c\j ce) I i \ �''�PQ/ N O N Q? Q G i I a -�-- N I D -- ` AP AP LC) ao rn � � O I I - -- fAP qP AP qP APAPAi I PqP AP AP J OU I I I PC 11+30.36 I z U z z } L ` ` I I I I I ,/ ELEV=2570.20 i \ U Y U m I W I E I i---! ------- I --- -' J� U I � i I I / / II z / \ w 0- QII W 0 - a �O � / � � LLJ _---------��` 1 i I a m iM i I I I I I I I / 1 /J 0' z -- I I a �N I III I I I I 4. , / ,� III W W z Q o > cn W W p � � � w w NW 15TH LN & W SINDON LN PLAN w w w SCALE: 1" = 30' 0 30 60 U Q c 0 0 � _ C a) Feet J b N O N ('7 T O N N O NO N CURVE LEN.=91.77 CURVE LEN.=50.00 K=27.27 z z z 0- 2575 K=34.87 LP 12+19.65- 2575 0 U Y Y U HP 8+59.57 LP 2569.79 o o W Y O HP 2571.51 PEBB ESTONE o Q Fn w a E _ PEBBLES ON a o o Q o L G AD DRIVE VALLEY 0 2 GUTTER RIM Z U o �- - - J W Q - - - ` 0 Lu 2570 \ / 2570 J - - - - - - - - - Z - - LL - - - z 11- N 7 0 oc E EV 257 .17 + N + I� > °° o � J a ~ w c~n 1 0 oi T w z > 06 2565 a a a � N 2565 O m J Z > > a > z w > z U) = Q w J > J L a o � Z 2560 - 2560 S�p14AL F 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 13+70 �o�� c�F Z a SHEET NO: 00-111, 15461 NW 15TH LN & W SINDON LN PROFILE C-5.2 0f HORZ SCALE: 1" = 30' VERT SCALE: 1" = 3' DATE: L 4-19-2023 Digitally signed by Kurt N-11 O E=kad.n IIt@S gld.com, DN C=US, U o'we-D ..ItingG..P, PAGE NO: DL 20NN191"ell NOT APPROVED FOR CONSTRUCTION 37 OF 69 - Date:2023.04.1914:11:10-06'00' z I— I ZD PT 16+72.00 i ZD ----- PC 18+28.21 ELEV=2569.93 r----------------------------------------------------- z � CITY OF MERIDIAN STANDARD NOTES ROADWAY o 0 � � r - � 11 II I 1 ELEV=2569.54- 2-&70—_____ LD2570 IPRC 18+60.07 ----- 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE w I/ ----------------------------/ ' ELEV=2570.01------ ---- - --------- - I I z I I I I 17+00 f o.25°r° 18+00 i ` I I REQUIRED TO SECURE ARIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR -- ---------- _ LLITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. w1 - I --.PT 19+15.31PC 20+39.762. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TOO' --'-- I -ELEV=2570.17 ---------------------------- ''- \I j ELEV=2571.08 ------------- INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. ® u ELEV=2569 37 N� ��� \ \\ f II / !, I I N qP_ - , --------- ----- ---- -------- — ' �' 0+6 . --- - -- - \\ PT2 554 �_ � ENGINEER'S NOTES I `` AP AF— —APAPAP AP—AP AP AP P I `` 00-111, ELEV-2571.27' LL o , I '--- W PEBBLESTI 1 — — — — — ° -------'' u 7p o I r---__ r _J �-� \\`\\ a N f 75% 20+00 N 2571 - 4- 1. ROAD CROSS SECTION PER DETAIL 2, SHEET CD-2.0. I � � � 1 PROPOSED COMMERCIAL ° � - = EVE (PUBLI ^T I I i BUILDING ' 7+00 'N W PEBBLESTONE LN ,-\ ,�'',,'' / + Z , , o0 I I I I I I I ' AP——nP Ap—P— / I I I I — AP—AP APAP—AP � P—AP—AP— IA1 I 7 C Z '-0 9-1 I I I I 1 --_ m I I I LP 15+58.65 I I ELEV=2569.33- I III % / - -- -- -- -- i W T) J l _7 I 257�I/.18 / / , ° P APB AP --AP J1 AP AP AP AP AL AP AP AP AP tl _ P I I / / —— —— —— . 0 I � 22fOO _�- ---------------------------23+� -------------- —25p�AP — o � AP AP APAPAPAPAP ,- / , I , I N - - - - - �� / I N 2571.1 ( U O ' ------ ---------------------------------------- . — — // �e i ------ --- — L 7 O (D o '- _ 0 / — —— ,,-- PP �FtOP�EB � __ � z � ° 2.0%; / �� P_A— AP AP AP—�� '' ,' 1 TOWNHOMES I TOWNHOME D Q o I ; la ' �, m , ol la � ; /� � � � z — I I I , 0 \ I — — I , U nl m � + I � I I N I Ln r I i c- i I!I \ i — I i -- --- ml co II I �� ESMT ; -- -- -- - Lu - V I 1 PROPOSED ' oo I ; z I 26 i TOWNHOMES rn PROPOSED I -' -- -- -- \ D W r I u �I TBC-TBC I 1 PROPOSED ; ;U -- �' TOWNHOMES I TOWNHOMES PROPOSE -- -- I I y I TOWNHOM U �� ( i 0.go 2.Q/d PT 14+61.40 I ' I I �� -- -- I I i � cn w I I; 0 ELEV=2569.62 N N N H P 2+74.97 --- ti ch NLij I o - ' -- -- _ I C o ELEV=2572.08 c� o cal co Q + ,' I I N PROPOSED I I o Ln co m ma o 0 + ° 1j� 00 _ P� TOWNHOMES I � r_- M m PROPOSED_ __ __ ; C7 zmz1z, TOWNHOMES ° - - o Uw > — pP- I I I I ' ' > LU LU --i TOWI�IOM �, I I i-8--- -- -- -- / -- - I cn � ui cs I I _ _ m I —If— II F �� z 0 O z 70 oo w w a? w w 2 w W PEBBLESTONE LN DRIVE PLAN C) o o SCALE: 1" = 30' Lo o v c m rn U Q c -i 0 30 60 N Feet O O N c Z 0 N N O NO O U 1 CURVE LEN.=125.00 CURVE LEN.=50.00 0 Z Y Y 2575 K=147.23 K=99.98 2575 LP 15+59.11 0 0 P 2569.30 AT H Z z z 0 E M TC AT H STI K a o o 0- 0 XIS IN G AD IND N ANENTRANCE RI E RA E 1 _ 2570 — - ° — — — — — — — — — — — — ° \ / 2570 J 0 �� W - - / l EL V 2 71. 9 � W J \ Z z _ — I Z o 0 0 TA 13+ 4.7 o LE 25 0.0 I Mo c"? oo — K_ Ino rl_o > (n a oai I + Lo + rnN Z W I` cfl I co c�1 rn 2565 0 > I N `0 � w H � 2565 m J06 o � w I ¢Lu w UW z L fn 1 � � U a as w = as I as a > > J W J 0 >> a a. U c L 2560 256 SS�OHAL FN 13+60 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 20+94 4�0�� vICENSfp % SHEET NO: �, 15461 W PEBBLESTONE LN DRIVE PROFILE C+'S.3 TE Of HORZ SCALE: 1" = 30' VERT SCALE: 1" = 3' DATE: L 4-19-2023 Glgialty,,,,11 ,by Kurt Nmrell PAGE NO: // GNkWe b,"C....ltin9 Gmup, —" PL—,GN=K N,mll Da 202304191411340600 NOT APPROVED FOR CONSTRUCTION 38 OF 69 z I— I ZD �- ---J _ I CITY OF MERIDIAN STANDARD NOTES - ROADWAY 0 o --- ___ �1 , z (D \ _________ _____________ ________________% L32570 V I I + `1' 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE w I I/ — I I W I I REQUIRED TO SECURE ARIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR 7 �__ —+00 8+I_ _ \ z r^I I I ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. w O U i II ------------ __ -- I --- I - �, �- __,,\ � I i i i I I W m I I i 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO 0 INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. \ N p I I m z m I �- i i , Lu CD ENGINEER'S NOTES � I �LL 70 I r---__ J L II 0- -1 i I 0 I 1. ROAD CROSS SECTION PER DETAIL 2, SHEET CD-2.0. PROPOSED COMMERCIAL ° u ° I I I BUILDING I I f I W (� ---------- z z z ° ^ I I i L------ I� U v I 0 J l I \ \\`` ------------- 1 J PC 23+31.82 � � I 571.4 kph fll N U ELEV=2570.76 d m I 2571. 4 O I pp A_LL _ —AP A AP AP N_ PT 23+49.77 2571.20— I I ,/w`,'----------------------------------- ------ ---- -----� ELEV=2571.22 25 A O .( i 22 0o V\/ P E B B L E STO N E L N 3+0 O — `�. AP APAPAPAPAPAPAP��/ ; I ; ,; ` 2571.18 2cn 1 YYY I N � � - ' -------- ------------- A ---------- ----- ---- � I ' - - li - 810 I -- r-f-� A�_,�_..P - O --- --------------- -------- a — O ° I � „ Lz 00 i J h � I I + —— —— —— —— —— —— �/ ,------ ---------- rl ---- 24+00 — _ IL , 25+00 ---- o.42°r° o f 26 '2 �� I 257� Q LL LP22 43.12 HP23+64.82 -- =APAP_ AP AP=A_— t-- - - N --I—USTICK ENTRANCE -N - - ' ` I m w so m i O ELEV=2569.02 ELEV=2571.44 00 _ o� , I I �, / I- --- -------------- N Q �I II I ; , O II .-' - - I a I O m -- I UNO Lo EL m co I .� I —�I I PROPOSED I I I 00 -- -- -- O a o z I I Lu Lu I I I TOWNHOMES I rn PROPOSED y _ i I o O� I W co V II I U I ai N TOWNHOMES _ LU � I z , I � W i guj I I a --� V I , w a i , i i N N N M w N O N 19co Q o cv __ PROPOSED I I w °° o� o �+ I— _1' 00 � I I fi TOWNHOMES a I I o I I I a \� m I O O i i 0 i i i i U w - APPP- a II I d co ; I I /� PC 7+32.5 o i i ��- ELEV=257 j w = w �'�, I I I 7+00 - ''z� w cn . �; i i v II I ; I i l CA \ 0' z z 0 O w w Cl � � � � w w a? w w 2 w W PEBBLESTONE LN PLAN USTICK ENTRANCE ROAD PLAN 5 C) o o SCALE: 1 30 SCALE: 1 — 30 Lo o U c 0 30 60 0 30 60 c0 � U Q c � Feet Feet J b N O N ('7 t O N N O NO O o CURVE LEN.=80.00 CURVE LEN.=30.00 N 2 7 K=20.57 K=14.35 2575 2575 2575 O U Y Y U 5 5 LP 22+43.12 HP 23+64.82 0 LP 2569.01 25,71.44 z Z o o' M TC AT H o Q co w E � w = a 0.93% a o MATCH NW 15TH — L E -0. 2% Z J MATCH E ISTI G R DE LN GRADE — — — — — — — — EXISTING PROPOSED DE — ci J 2570 r O 2570 2570 2570 W o -0 87° — — — — r' RO O ED DE W J W Z — } N M N ZLL a 0M NLrn o00 � � aw COO 7 z U O 00 M O , 'i ti < w + Z D O O 0 � O M6 16 MN � w N f� 0I1 cn + N M + In co N N N L.L w N M N N > > \ a a w OLo a. O O N > H J H J (n W 7 / Lu 2565- � w —+ � �, U) w w 2565 2565 w 2565 O m J od + Z m Z 14 a a a »-» Z N >> W m Q c� Lu 0 > J a J a 0 0 U c L ' 2560 2560 2560 2560 S\ONALF 22+00 22+50 23+00 23+50 23+80 24+00 24+50 25+00 25+50 26+00 26+30 a SHEET NO: 15461 W PEBBLESTONE LN PROFILE USTICK ENTRANCE PROFILE ,�. Sea, C-5.4 --D WF 00-110, qTE Of�� v 0 HORZ SCALE: 1" = 30' VERT SCALE: 1" = 3' HORZ SCALE: 1" = 30' VERT SCALE: 1" = 3' F. �' DATE: L 4-19-2023 // Ge,.we9eaevK�NoRe PAGE NO: l' /j—. ✓�O-,hem ConN-11 Group, U oa.2,23,4.s4,, o.uoo NOT APPROVED FOR CONSTRUCTION 39 OF 69