9506 7TH AVE SE Utility Plans 2024-12-04

RECORD DRAWING MAY 2024 A PORTION OF SECTION 18, TOWNSHIP 28 NORTH, RANGE 05 EAST, W.M. co 01 01 N --- Ldt 10 N - t 9 Lot 8 Lot 7 --Lot _---- - -- DLO �4II a oLot 6 Lot 5 Q ---- _ Ln LLJ IS'Storm D,n 2 ' age Easement 00 D 0` N a a ° L / o a -_ I _ \/ ° // D I I ° I / I W C �l cF] a a as -- J / 4 / >>a II I -- -- ° ti 1 I I p - �O O a D a a __-�- v Ip r a L - O I _ _ 1 _ v D r� I I \ I Uj � °�- O� D ° ° 7-� - -I -� -- -- ---- --�-� _ Da ° ^ -- -- $ -- - -- ^I v I - I S B-50�2 a ° a / / I --- a I �° ° - ---- o-------- -_ ° I ° 1 I I/ •� 4 " Type 2 ° p a \ S CB-503 a D a� '' -a a - - - - o - - I I �Ib N 8'-T e 2 _° a 1 ti1iN Easement D I a pip ®sue 'Stf�eIiE- - -51 SSMH-�I SD 50 °sue°°s°s�°s�°s ss�ss�ss ISSP-7 as- -as °s�°s °s / ISD/Ci-504 I 8"-M hole," ss ss ss - ss ss s ss ss " II o - I SSMH-6 ss 1(' Sewer Clearanc 8- pe 2\ ss ss fs/ s ss - - - 48'"-Manhole r; h� Q o SSP-6 ss II o N- - _EL\ 102.52' NO 07 0" �j I o� N - - I - - 10' e aration / - nho e p _ D a Inte section LO1 Q N 226.14 Ol 07'10"E o 24' Pavement Aisl A, STA=16+94.94 I � � Aisle B - - - \� Cn N / N M M M _ M M 25' Joint Easement 1/ STA-20+00.00 3 �� / `n I / ---- --- D-144 ^^ M - ^^ - 00 LL / I 520. AI °I O Z �- / ----- - ---- -- -- --- 1- ---- I ° �S�I O LL 1 \ Intersdclion �I_ _ NI ---------------- ---- e p �Cete _ a a a lqnD- O lcoq----� - -- Aisl B,STA=22 NI ----------------- -- -Y - o a--- - --- I� 10' N \ = Ibbon CuO 15'Storm I �, STA=421180.9 I I -o- - (tYp) a -' 49$ i4Y� ems r- - 3Eas mien �s I I \ v Easement ] I- I CB-T J° u ° 5'a at r CI arah o e a T Q O a a Z I I Lot 1 1 \� --- - N , v ° a a b o p � N a -° Lot 41 � D I v �� \ Q Z 524-- \ \ v I° I ° _ -- \ \ °° \ I I I ~ \ I Da 516- - - N / - �� Q LO i \ I I of \,�RF WAS ST I 7 I � <° a � � c �o� I 51 - � N 7 \ - - - 520 J Lot �4- Lot 45 N I - -- ' \ I - I --526----� --- _ - 1522� - I NN i � 53726 �Q 17- 0 20' 40' p ® 05/03/2024 Scale: 1 "=20' O N O 30' Tract 10' Utility Easement 1' 12' Travel Lane 12' Travel Lane Sidewalk �� Q J w 12" Concrete Ribbon Curb 50 C 17 2% 2% w o° 0 0 C) 0 2% I - m z \/\/\/\/\/\/\/ U U z Q C a \\ \\ \\ \\ \\ \\ \\ \\ \\ 1 U U � O - a ///////////////////, U Q Q m \ \ \ \ \ \ \ /\/\/\/\/\/\/\/\ /\/\/\/�\��\��\��\/�\/�\�\/� o w Q � w > Q 4" Compacted Depth HMA CL 2, PG 64-22, 2 Lifts Required 4" Crushed Surfacing Base Course 4"Gravel Borrow or Suitable Base min. 4" Crushed or Alternate Section per Detail 302 Surfacing Base Course Aisle B Local Access w Design Speed 20 mph Sta: 20+00 to 23+28.66 C) Scale: 1 "=5' LU Side Service O z co Q o 0� _ Q O z 550 550 aD � Intersection = aD a - Aisle B STA=22+26.14 w = Aisle D STA=42+80.93 - � z > O Q � 00 540 - 540 T LU Intersection r l o O J Aisle A STA=16+94.94 U 0 H Aisle B STA=20+00.00 v O CO LO PVI=22+73.73 co 01 � - PVI=21+52.44 � CD � EL= 524.146 10 N 66 EL= 519.440 � CD CN O N Len=75.0' +C14 N N Len=140.0' + L 530 N w K=26.64 N w cv w K=29.01 �o W. 10 0 30 0 Q U Design Surface > N o~C @ Road D Cl 111 0 z II w Q Q 1.06� SD-7 SD-5 ----- - �FLF D S=0.041 30 LF� SD S=0.022 Z ----- --- 3.88� 30 LF 6" B 6" AB RECORD DRAWING J 52 _.- . o ,, __ 20 SSP-7 AB Proposed Water Line This Record Drawing has been prepared, in part, 107.33 AB LF 8" PVC S=_e 6. +ei LF 1 - . LI ______________� J _ ____ ___-______--__ based on "As -Built" information provided by w - _ 217.9 AB L-_-___-_ AB J Existing Surface C1 133.�AB�LF 12"SD s= OO5 - Roco'DCl others. Though the as -built information and this 510 - - 510 drawing are based on the best available Q ELF 12"8D S information, no presumption should be made N - 183.71 AB 0.005 AB - - I� I� °sD-A03 regarding the drawing's accuracy. U 0 J Q 48" Manhole std rate _ SDCB-503 SD B-105 SDCB-504 -4Jim Kna ert 05 16 2024 I Aisle B 3+21.39 [ .0' Rt] 48" Type 2 CB ype-1 48" Type 2 / / ` 3 500 6 s+d - 00-C IE (8" S) out= 516.47 AB Aisle B 21+93.29 [10.2' Rt] Aisl B 21+04.25 [-10.0' Lt] Aisle A 16+84.76 [10.0' Rt] Permit Inspector �/ p Q co 0 IE (6" E) in=516.49 B Rim=�& 521.49 AB Ri 519.69 AB Rim=�e-�8- 520.72 AB C - IE (12" N) in=5ie�510.59 AB IE ('2" N) in=-5+i �`.r517.32 AB IE (12" N) in=569�509.68 AB I o IE (12" S) out=-5+6-&9-510.59 AB IE ( " E) in=�5-517.46 AB IE (12" W) in 509.80 AB O SDCB-502 I SDC -104 IE ( 2" W) out==�r517.29 AB IE (18" E) out- 509.68 AB I � 48" Type 2 CB Type-1 IE (4" SW) in=517.44 AB >' SSMH-6 SSMH-3 3 d"�d 48" Manh Ie std gr to �� 48" Manhole std grate m Aisle B 23+26.57 [10.1' R ] Q Aisle 22+06.19 [-1 1.0' Lt] I90 _ N �, Aisle B 22+13.93�.r.0' Rt] Aisle A 16+89 - . �/ N Rim=�T 524.80 AB Rim- 521.34 AB Rim=5z+$Cr 521.88 AB Rim=52e.985 0.75 AB N Q IE (12" W) in 511. 4 AB I I (8" W) in=�+3.28 513.42 AB IE (8r E) in=�+8-�1-(6") 518.56 AB IE ( ' N) in- 51 1.60 AB U w IE (12" S) out=�6- 1.34 AB - 513.47 AB IE (1 S) out 1-518.17 AB .64 511.57 AB _ N m ' ut 513.39 AB ) out- 51 1.49 AB } Q7- � m 48 -480 d' Urj '- -4 c_7 ' Li C U O U I� N V) 23+54 23+00 22+00 21+00 19+50 i 0 AISLE B - PROFILE (2:1) Vert 1"=10' SCALE: Herz 1"=10' RECORD DRAWING O O `I This Record Drawing has been prepared, in part, based on V) information gathered during construction and historical documents. Although the information and this drawing are SHEET based o the best available information, no presumption UNDERGROUND UTILITY NOTE regarding the drawing's accuracy. C 1 4 of C27 Underground utility locations shown hereon are based � ® upon surface indicators. No underground location service was utilized for their location. The use of this A79ned By Date 24x36 map for their exact location is not warranted. Prior to TYLER FOSTER, P.E. construction user should call the utility location service Print Name and Title REV1122-047 i at 1-800-424-5555 48 hours before construction. PW2303-015 N