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BENCHMARKS ' TBM#1 Top of Harrison) monument @ N. 1/4 Cor. Centerline 1061h Street. C.P. N6 SCALE:I I " -50' LEGEND Elev. - 864.74 EXISTING SPOT ELEVATION • SA1112 Top North hex nut F. H. located 10' South of E.P. of 106th Street 60' EXISTING CONTOUR West of N. 1/4 Cor. -0=== EXISTING SANITARY SEWER $A#3 A boat spike set in the South face of PWPN 6 -132A located 20' East of E.A. ofd /• i oQe EXISTING PwP asphalt drive @ 2000 W. 1061h Street. y ELE 856: ,<H) PROPOSED SAN ITARY SEWER SAp4 Top North hex nut F.H. located 10' South of E.P. of 106111 S ree 4epr k11 West of N. 1/4 Cor. V•' UNDERDRAINS CONTINUOUS ON 130TH SIDES OF THE STREET See Location Sheet No. 2 4' SIDEWALK 13Y HOME BUILDER 0=0=0 PROPOSED STORM SEWER \ \ \ l PROPOSED SPOT ELEVATION ecs.s _ _ 66o PROPOSED CONTOUR - DENOTES MIN. FIN. FLR. ELEV. 1A� DENOTES MIN. LOW OPENING '~`_ ' �� u, h �F .F. =868.5 -- • ELEVATION. SO T : - ,0 b 3e, J J� :af•,T "�. � /J I . ! ET • METAL E_ND SECT%(>4 w�,,.• ,•� -�' 1% {� ee ME Gf ./ >•AL END /[LTICN - r----- � /� • Callli Iti4E T 11 _-- rl'O ) Q `SY \ O.A � I TC. =S� (o I �_. .._ _.... 1•w.= e \153• t •��E T BUILT .« EXISTING WOUNDS_ CS9 t50 1 • 85 e- - I , • . 1 Tc • � v3 •r c.= 5�c. � 0L0 ,y r - -- ..- 6 �� POOL-856.00 �` • \ � �0 862 5 �-�N. ( - \ _ _ MERE -__ _ .�...- ._ , -- A A -T C�fiS9 _- y.�T 1'�9 t3 - - - -- \ 3 \ '\ ` \ 1.. eF�c. 03 - 6'•-NINI-ACCE &S ESM ' •• Q KIM -.- � ••A�• � 860.08 iTR.N0.e41 � .. • .. � IO AR-- f6 100 ARr 61.15 - caD ' K -Rc. •RYOK _ 13. ly •i +.0 °�'(u G IS RCP / O \ V f � Y.RO 1'4►.ET j INV,: g55 bZ F.F. =86 9a ss -- s• 74 ' °• ... L =862.5 ' c WLaT 24 22 2 7 � I 2 $ 2 5 � � �► � •• / � � � \ •eN. e.W..659.37 .� , t;� TOE ANC PLATE \ I WV. ■656.00 F F =87 0 \ " ' 6n `� �� , 0 pTi5.7 LO = 31. 2 O 0 F.F. =867.1 - - 2G Lf..- �►. � \ %• - -- F.F. = 8 68.4 �r ---.�� yTIL Nd . _ I P VIC CONDUIT \ \O@ T o 1 ;TE_ . •_ • \ / • / 1 ( � (i Y 9Til L 6t0 �" `� \` LOW =86 �t 6ui: e6z.eo \ _ 7.c..0i1. 2 \ \ �p ^ I 0 � 1 6 ._.....�.., -_ =8 FUT.■661 9 ' �� '! / Ll �i s W / Ml.. 639.00 . L /6t 66tb � / Ob / � O Op s J• 699 0 3 ( .r a �: ��. �' \ 0`i s•►w 1 - I �� ELlT..6i4.7 oiN = 8 6 6 5 \ j ' ti 4 4S T N0. o I : < �`` O� \ / 6!)(�6i029 6t ti7 ' Jam.• .... � 714 1 / 4 / ... \\ I tTR NO. 4 � .■ i .+ s.3 /s• �\ eie.o 666 •• t9 - ; 6 h IpJW 8ty806.ii 04 % \ O,VB ----t I .� �o - cure wL C _.cr ; STUD 30- ILCP. e. 669,5 =. < % \ / - \ 6UT.yt62.05 A \ 6(V�6 i o , 40' 13LDG IeIE _ - \ / - - INV.• 659.69 6 6 14_6,,7,,�•� -- SEE tP ►► ` 4>,. / i.: LOW 6c � 6G0J / QLQ IN I / \ ��'" �~ B /ST NO. 637 , �) `t l 8 ecs.9 r•� 5 - 6p6 s b 4'c4' 7 / _ _ _ - - - 71a 2� DL S E' _ \ ee...• ��r'• 11 T.c eia.aa k �)0 141a4� _ -� - to•;7pK 6u .teas? •�Y.� � � � �- . � \ 0691 A /1v Y d' 4j►1 _ ' 8 SEE DE "' - - - 666 0 ,..... �'• . -- - "., , C - Jr . ra. 15 D;BU.E. � et43 � ^ s -.. -_ _ -_.gt0 - 4 4 e r... O eT9.NO.43 t e ` 8L93 11911' 86i8 17.3' � � i �► Lr 10 I 9 -_ m � CHATHAM _ - � 4 -�� _ _- 114. P , I t a•o - - D �- 1.7i _._- - -- �6UT.•ei4.80 D.� • • del F 66.3 `- 6GA s .06L44 --^- 699.0 � __- -- - -. _----- .. _ e ! - �, qv ..96L44 �II�.. � y' ' 1 u �. ` 9' U V �9 ••oet � - �- .r..., -- NP BISHOP C!R _ _°` -. - 6 a6 55�` 67.4 � "_ - _ _- - _ _ 11514' •E•• • - .. /� � �) _ _ _. _ -.-- - +- --�'_- •..J�/ -U2 � ••- I /• .. _. - .. __ 96 - - - -- - 164.01 664 7 64.06 �Q j� I `._ / C6 1151 6NJ - / \ sh OG6OS- 666.2 06t,1 0iii... 66616 - - eie.67 _ ..... - T 0 869.1 _ - \ y S� I � i � ''�a � �' ----- - - - •': - - .- - -- - ••iet ..,._ .' - --' - p - -- - ---- ....._ -_ - -- - i_ - -- - - - - -� - _ _ \0 i � 'IN. •059.60 � NF _ y c �' ° B\3� � Z'S � � \ �' / ' ' w1�• __. ..__._.- __- � 7.00 - 6 ' __- ,. _ .._____ _____ - - ecd30.00' 064.1 9.58 •�� � � ED 6i6A W �� Pr v'f • / 666 o e� ag' - j 4 ' 6LDG. LINE 8 \ 667.6 J , ` _ _ - - _ - •.•; - -- - - - - - - - - - su. =� 0• � iTIL N0. 633,i 33 - ttt •'•. ei6. " �� 90 BCC � `� ____ ett ,____.._..- - --- - - -�1- �- --- ' 1 GUT':ii.4e � .F. =872.2 .i.•8 ° _-_.__ _ � 5 � - 8 3 669.2 .F. =870.6 ..66/.06 �....= - 9• 868.8_ F.F. -86, . ` . F 661.6 F: 20 Lt. 16' DIA. 0.20" 1)0 0702 - - - - Oc7J • - , Y� J •� 66i] \ `\ N TNK. STEEL CASING • 872.2 /' \� 66a 8t6 • \ `� - N ►� ► 34 0 35 0 �� 37 - I \ � + o Q o • • P If of r \ \ n) I6T& NO. $36 • sin No. 63 INV.-660.00 .00 c \ / elw•6 eIO ; -- - -- - - -- 4- - - - -- _ -.- - -- - _ -_ - -- - \ - - --- - --- - IRREG:D 6c2.i ,y` �ASTIG CONDUITS � / � -� - - - - ^- �-+•• �__ ..- - -.._ _... - ... ... �... ei3.e 5 9 965.2 06] ��. ■ - - -_ - / ....� -� 6667 _..._. 6i 'e" !-� z ii `•q-• 5 I ] ,,, ( t e \ .. 6 I ... -. _ - --= �••..... . • . _.. _.. n 964 66 I�Q.� 130.00' 667 ....... _.... t6 �lYVO _ .01 � 203.49' � ' � : t�l�. � :. • l 3 DAVID J. STOEPPELW RTH DATE� �^ \ si,.iC o Professional Engineer .0jr'•��olAa .••' ��� N0.19366 �fs�o••••• E �\���•� Registered Land Surveyor A07 I NAL,� N0. SO474 Z •