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.Cq 01 01 N N LU DN ° I T a J 1 I ropose J N O p I I o 0 - I I 3 Lot 42 Lot 43 I I I I Lu o ---- l i I I I I I a / I I III Z _ I • CY) -- - - Proposed 10' Utility Easement I n` N am, , y Easement `10 I I I a I I I r I I I1 W 00 �� I° a I I I I rl II N I° a I II 1 I �rI �Q� Lot 16 ° °�DI I a° I 3 I N I p > i Lot 36 h I ° a I N I I I > N Lot 27 I II Q .Lr) 1 I II •0 14 o ! I ° a -202 o I 1 I� - I I 10' U ility E sem nt a B-Type-1 - / _ -- S -8 SDCB 301 0 �- a s as_` - -1- , I r N I _ _ SDCB 302 4 "-L�1g o e CB-Type-1 a --------- ---- a b a p a I / �N SDCB-20� �' 00 Q tCB-Tye-1 ° o0 °10 � -_:: :`:s::s::,,,s4 5' ater D J5' I CB-Type-1 I it I I I I�sCle ance -------------------- L SE ° a I I I" �24 M M M Df1C1E'I6 o IIo - - M - Op MM MM o M Curb (tYp) - - -- I I ' II7 (0/_-r98.22' NO °07'10 E N - - - i -- - D° D° D° D D° Do Do o ss�ss ss _ SSP-4a 226.14' NOl°07' 0"E 24' Pavement p I it I ss ss � ss ss ss ss � 10' e ra � O n - - - � -r- SSMH-4a -ss- ss SS ss� 52 / ° Aisle C 25'SJoint Easement SS SS _� s o 0 0 0 0 0 I I 48"-Manhole ss ss Ss ss -5 MH D D I Q 10' Sewer � �s 3 O F ----°� o --- �- -- -- -- -- - --- �� Cl arc�nce a ° p a D / 0 0 0 0 N 0 0 0 / ' Z a D as CIS �LL aS aS ° a a D - - - Q- a o - - - - ° SS D 0 0 a as a- as a �'O edVC <- - -°- a - a D a 48,-Mo O as�as s as o an o D a ° O 0 GS -� I -r-----° ------ -9-° -= - - ° -- _ _ --- -g--- -- -- ---- ------10'UtiliyEa eme t a s a D a I a a D I i �p = - \�I / a --- - °--- --- __ a =-------------- ---- Intersection D ° Q o C� --j a D D D W a I ° D ------- ------ _ ° / Aisl A,,STA�19+75.8 1 I3 l --- }cis �$TA=30�0(� -- u °o ----- 524 �° o p° D D\ D a a v Ail C ISTA 32+ 6. 8e cL -� -� -- - D °---� - D a / a D o D D° I �I 4 Aisle TA 40 - ---- - -- o a o� - - Fj p --- °- _ / Q - - I I I 0 r I D D I I V \ \ � / I I of wAs°cT� \ - 4 s 1 �P Io LOT 1-7 Lot18 --� _---- D UD o I I 526- , _ _ _ - � -L°�19 LOt 20 - - 52b - - �0�21_ - Lot 22 Lot 23 Lot 24 ' / D UD° II � I � I - Lot 25 L� � � � i'/ --- I Q° ° D° I I 53726 SS/ONA�� r / I' 0 20' 40' ® d. Scale: 1 "=20' RECORD DRAWING N O L Q w 1' 10' Utility Easement 30' Tract w om � O 0 O C/LThis Record Drawing has been prepared, in part, z o C //�� p U- Q C Q 6' - CL 12'TravelLane 12'TravelLane based on "/`1s-Du�lt" information provided by 0 U-i= < CL � w o �, Sidewalk 50 12" Concrete Ribbon Curb � U � Q � � J Q 2� C17� others. Though the as -built information and this �i�Xi��i��i�% drawing are based on the best available ii�`i�`i�`` . � �/ � ,,,,, in ormation, no presumptionshould e made 4"�ompact ' Depth HMA CL • 2', PG 64-22, 2 Lifts Required regarding the drawing's accu racy. u7 Q Storm Drainage LU 4" Crushed Surfacing Base Course 4"Gravel Borrow or Suitable Base w or Alternate Section per Detail 302 Water Jim Kn a p p e rt 05/ 16/2024 0 min. 4" Crushed Aisle C z 00 Q Surfacing Base Course Local Access No Side Service Permit inspector Design Speed 20 mph 0o0• Sta: 30+00 to 33+24.38 Q oC Sewer Scale: 1 "=5' . - 0 } N � a- w = uw Z Z 550 50 a 0 Q � Intersection Intersection LJJ Aisle C STA=32+26.14 Aisle A STA=19+75.87 Aisle D STA=40+00.00 Aisle C STA=30+00.00 U o z0 J 0r U L.L w p 540 540 � O LO LO PVI=31+24.35 LO o Z oD co 7T co EL=522.454 7T co O 0 ~ z c�i uO + ` i' Len=120.0' o ` i' o o � +� jj w K=45.24 CY)LU o� 10 N 0 o co Q j j w > U +O � 00 11 Q 53 Design Surface @ Road C Cl o w - 30 z (� J Existing Surface G > Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - � RoadCC/ J - - - - - - - - - -------- --- _ 1.65% - -1.0 ° - --� - SDP-301 • _-1.007° _ � U - I I I f 20 LU 52 -' DP- J 322.75 AB AB 79.05 AB 0.0052 AB D- 7 C� ELF 8" PVC S=0.006 ELF 12" SD S--&e 5- c J SS -5 SSP-4a �I +60 LF 12" SD S -e-6G5 99. 8 AB 0.0051 AB 6 03 LF 8" PVC Q I A S=5 c� 0.024 AB U c 51 - 510 J Q SDCB-301 SDCB-3 2 SDCB-201 J m CB Type-1 CB Type1 SDCB-202 CB Type-1 _Z std grate,Std std grat ,Std CB-Type-1 I - std grate,Std = - Aisle C 31+88.71 [10.3' Rt] Aisle C 1+09.44 [10.3' Rt] _ Aisle A 19+60.86 [-27.1' Lt] �/ p Rime 522.86 AB Rim= 522.56 AB Rim 9 523.56 AB o° C - IE (12" S) out=-S �519.68 AB IE (12" N in 519.27 AB IE (6 } out---�6- o �SSMI11-4a A R SSMH-4� �� o A SSMH-5 I 50 48" Manhole std grate 48" Manhole std grate 48" Manhole std grate 500 c- Ai 3+18.05 [-5.0' Lt] Aisle A 19+81.14 [-5.0' L ] Aisle A 19+81.17 [-41.0' Ltt] o Rim- 525 6 AB Rim 3.85- 523.83 AB Rim= 524.00 AB I 3 U IE (8" S) out = 517.17 AB IE (8' S) in--�T515.3 AB IE (8" N) ut 6 516.20 AB IE (6" W) in=517. 1 AB n-� - 515. 8 AB IE (6" W) in=516.27 AB N N=5+5.25 51 32 AB N Q 49 490 w .0 0o N Nc1 NOD 0, "1 �,�0� NOQ - �~ Q LO LO LO � LO LO L Lo � �I m U 33+50 33+00 32+00 31+00 30+00 29+00 28+90 0- o a AISLE C - PROFILE SCALE: Horz 1"=20' (2:1) Vert 1 "=10' V) 0 RECORD DRAWING 0 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 UNDERGROUND UTILITY NOTE based o the best available information, no presumption regarding the drawing's accuracy. C 1 5 C27 aD Underground utility locations shown hereon are based of ® upon surface indicators. No underground location 05/03/2024 service was utilized for their location. The use of this gned By Date 24x36 map for their exact location is not warranted. Prior to construction user should call the utility location service TYLER FOSTER, P.E. at 1-800-424-5555 48 hours before construction. Print Name and Title REV1122-047 P W 2303-015 N