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© JOSEPH M. COLLINS w 3 > w SEE SHEET 15 FOR SCHEDULES OF ELEVA I \ ___SEE SHEET c �� o r CONTINUATION_ z WILLIE JEAN CRANE URS V.._�LOSTI—__—_ (L // -= ��0¢4( ' U Q Z cii a T-30 / 2440 ti i / _ O ENTRANCE / �`\ �'�`• 10IC-26 / 2044 ENTRANCE 4'. � /�`� 6 DRIVEWAY NO/5 \`, ,�',.' I I I DRIVEWAY NO. 4 ti / //� / \, y--- 4 d i I / �i HOLLAND I z z I1 ro p y�/ �� R 35 / 930 /JS! �1 // \ \;i\`r o j ��£�l �/ T, 3ib" K—R �R27 R • cD (__-,''-_-R17`-'-�R7 0 - 7i �— J �'�_� -- _ --3 -_ 2_,� ..\`"�,� \ 00 ��� P� \\�,' tLI' `�`� L/ �6 �_ 9 3 E �!� R1—R --- --- 3- 24 � # `> ' "a ti VIES/A' R15 R 0 �������1c,,,*ar\�� R l' DIs v SSE mN �— 2 ®--- \ E E R / _ .,��..�inumaa�laq � __��.�.._l.i ---- R0 —R22zoo _ r- Ip r� ��' `�� TEN,- TE �W R o 1 ��� � � °AV ROAD ',' 1 N Pi. 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MHB16 2091.97' 2086.6' o"' w - tee �\ 0 ] F /�\ / MHB17 2089.44' 2084.0' I m )` \ 1 ' / 7 q - j� J STORM DRAINAGE MHB18 2072.75' 2067.4' m ;,`, /`,' DI N0. TOP INVERT MHB19 2121.35' 2115.8' zv N -\ " 34 2094.93' 2091.0' ox 7--} \ le \ -:. i �_ Ne O/ iQr\\ k CS1 2061.07' 2056.8' MHB20 2112.19' 2104.4' _� i / 1' Q�ICI / Q rp -nDg AR ,. , 35 2092.15' 2087.6' a U \ /� 2029.51' 2027.3' 35a 2085.42' 2078.6' MHB21 2089.33' 2081.6' Fly „, a _/ a\ /r Y �c .. 4 Sm 2pgp / �1 / ^� 2 2029 83' 2027.5' 36 209216' 2088.6' MHB22 2083.07' 2075.4' _ w �� 3 2056 61' 2052 9' MHCI 2067.08' 2062.6' ffi u/ 37 2116.93' 2113.2' • J_',r' j- j 1.� p 4 2056.58' 2053.0 37a 2130.57' 2126.5' MHC2 2067.81' 2063.0' W W o --- 1-� N6 = ,'o ���v �'s ,�1 / 3a 2060.59 2056.5 MHC3 2071.12' 2066.7' IN/2066.3' OUT 4 � A ....,„,,,,,i �2o3S / _ 38 2115.97' 2112.6' 100 T / 4 2060.50' 2056.4' MHD1 2099.90' 2095.5' ■� NM w �� \�\ e `ANC \ �t 1 Sa 2068.06' 2064.5' 39 2110.24' 2106.1' MHE1 2127.20' 2123.4' _Ito \ 2��\ iv,® ,•/ 1 40 2110.03' 2106.4' as 1 �___ - - 2 , , 6 2065.37' 2062.4' MHF1 2151.41' 2146.4' IN/2145.5' OUT apC1 :_as � �/- /�- "� °� 1 11�' 7 2066.67' 20624, 40a 2099.88' 2096.3' MHF2 2153.36' 2148.3' IN/2147.5' OUT 0 z� r 41 2087.18' 2082.8'� _ xF- ��'\, 2080 � \ ",_ F 8 2066.56' 2060.1' 42 2087.32' 20826 MHF3 2162.56' 2158.3' zz P o2110 - ' �� \ eli:- .� 1.; 9 2069.44' 2064.0' MHF4 2191.87' 2186.6' ¢� �E / IRS REPL. -- \ 42a 2085.09' 2081.5' �Y l I 0,,_ _/ '`'- / HiT EiR '�4 � '� - � ;° 9a 2081.26' 2077.5' MHH1 2122.20' 2117.8' IN 2116.8' OUT w 10 2070.05' 2065.6' r- EIR / rna 43 2084.34' 2080.1' / -=0)�---- --- � < �. 44 2084.31' 2079.8' me _ - % s �J _ ,,zzy, 1 2091.01' 2086.3' 44a 2077.27' 2074.2' r YZ/ mac_ r /per S02'01'33"E / ��►• ' I „. 11a 2102.93' 2099.1' 45 2065.28' 2061.9' 1120/ ` � _//� 1.59' FROM IRS SSA.. ^��' 12 2091.09' 2087.9' / \_ ', 3 2113.35' 2108.6' 46 2065.46' 2062.1' I- /� / � 47 2064.13' 2060.7' `�- ,-- - --- j- C _ / %' 14 2113.39' 2109.7' Z / 48 2064.21' 2061.51 '-,//; 15 2125.50' 2120.7' w U ! 52 2067.61' 2065.2' �'' 16 2125.56' 2121.2' U Z ��y 53 2067.42' 2064.7' 1 21%' 21 a__; 17 2131.10' 2126.6' 0 54 2076.65' 2073.6' U 1� /___ „D-.-�\\,\<;=_2110 18 2131.24' 2127.7' 55 2076.79' 2073.8' U Z 18a 2101.92' 2098.9' Y i•/� , - 58 2052.47' 2045.7' U_ J 1 i' / - 19 2140.41' 2136.5' Q 59 2052.93' 2049.6' Z _ Z �� 20 2140.35' 2136.8' 60 2049.21' 2046.3' LL.I ~ Q /; /_ 21 2146.92' 2143.2' U Z CC �� 22 2146.67' 2142.8' 61 2049.23' 2046.6' N W //�� 22a 2150.10' 2145.7' JB11 2060.76' 2055.6' 0 23 2151.79' 2147.1' OF3 2058.77' 2054.4' LT) 24 2151.74' 2147.8' CC 25 2144.76' 2140.2' 26 2144.72' 2141.5' 27 2133.73' 2129.1' DOMESTIC 28 2133.70' 2130.0' 29 2118.48' 2115.0' UTILITY 30 2118.32' 2114.6' 31 2115.72' 2111.1' PLAN 32 2115.78' 2111.9' 33 2094.91' 2090.1' DESIGNED: LAL DRAWN: LAL CHECKED: LAL AS3UILT OF 3OVESTIC WATEF A\ D SEWEF UTILITIES OL/OL/2023 PROJECT No. 09/2015 C15 SSMH Al SSMH A2 L.'SSMH PT#1 TOP OF MH: 2042.12 TOP OF MH: 2054.19 TOP OF MH: 2033.35 INV. IN: 2037.27 INV. IN: 2047.93 z Et 0 INV. IN: 2029.4 INV. OUT: 2037.07 INV. OUT: 2047.73 z a 2075 a_ I 0 a 2070 0 o 0 L., 2065 3 > K 0 1-1;,-1 2060 2055 . o T Q O M 2050 Z 0 0-, 0 o� O 2045 7.61t/� m w u) d 2040 _ _ ` m ```‘„n u uU„ d 2035 � Wm=rtO,;\,P . n� •J>%� r n m_Q°y J L$ _ o N r_c�eN 2030 0 5S O .utj �F ¢z C 2025 G '��O'/ �a •"cg' r a 1U '/llllll p lo „• �` 0+00 1+00 2+00 3-00 2085 0 9 9 SSMH PT#4 ROAD A 9 9 SSIL E 5 S 5a TOP OF MH: 2059.65 TOP OF MH: 2066.53 2089 INV. IN: 2052.1 INV. IN. 2058.76 '� INV. OUT: 2051.9 INV. OIT: 2058.56 4gs, Q . c !dig Um aye. i a o"o �Z 1f K 'V E i 2G > ��" pad, H OA T 2.94% et; -W Qa- 3.85% Z 14: H p p.-ZI -5( cn ,,; a3o m m o N CO Lo m I N 0 in I co CM Icy w� 3-00 4+00 5+00 ROAD 9 9 A 9 9 6I O00 �, 12.53 am Q SSMH B5 SSMH B6 = limiL....TOP OF MH: 2066.53 TOP Of MH. 2064.53 A\ > INV. IN: 2058.76 INV. IN: 2059.98 W CT INV. OUT: 2058.56 INV. OUT: 2059.78 K D-1 a� I NM l/ ■.. JO^0 2 = aN ZZ �\ r ca =,Z Z 0.63% 1.23% m a z !Z rna enct 19+50 20+00 21+00 2211,11711 ›- I 1— CO Z ROAD 99B5 B ' 2 " , m I p 0m Z 0 CC z I I 2Q Z I w I- a I D.D N w l Li_ SSMH 87 SSMH 88 I (-) W TOP OF MH: 2066.9 = 6-00 6+22.53 I 0• INV. IN: 2062.36 I I CC N 2061.32 INV. OUT: 2062.16 !r I 1 Z SEWER AND m ROAD PROFILES 111. 0.72% MM •••• . I m Z DESIGNED: LAL I m DRAWN: LAL 22I 00 2.+n0 0+00 9 9 1+00 9 9 I" CHECKED: LAL AS3UILT OF DOMESTIC WATER A\ D SEWER LT L T ES 04/0L/2023 ROAD B 5 8 7 . PROJECT No. - 2 m 09/2015 Cl 6 ni w �z U, I o z SSMH 810 a - a TOP OF MH: 2098.64 _ —' z a INV. IN: 2092.42 7 Q INV. OUT: 2092.22 14. I o u_ o 00 i K p w D Cs I n '(90 SSMH B22 I TOP OF MH: 1082.98 INV. IN: 2075.47 i r "' O 85 INV. OUT: 2075.27 6.4% I Z o_l, o n ; m o SSMH B9 1 0 0 :(80 TOP OF MH: 2070.81 (/) — INV. IN: 2063.56 I m INV. OUT: 2063.36 I m a 14.03% I I3 \\P uI „P4 I m ;p?P�' �J' i� _Q r I I 2+00 , 9, 3+00 4+00 ,,,„„„ ,\-\\‘‘, 1: I ROAD B5 B ' 2 f .�72, Fz I EOw — I O ,, SSMH B71 I n Qld j3_w� I UV Uh MH: 1116.9/ I I j w�o Q c INV. IN: 2123.38 7.63% INV. OUT: 2123.18 _ i Z _ � � 4 g. ti i I N gn m 33 I o i m 1N Q I r ar` M C I 1 < oo.4- N M I I 40 SSMH B12 IN TOP OF MH: 2146.78 ROAD 9 9 85 B ' 2 9 9 I w_ INV. IN: 2140.63 I ox INV. OUT: 2140.43 I /\ ia�` /1 �/ I 0 CD > MI 73 E aF) • NM >•mm J°O O = dN ZZ J Y Ee ›- I- 2 D 0 Z I O J ROAD 99B5 B ' 299 wz < I w I oLi_i o I N i w ix SEWER AND ROAD PROFILES DESIGNED: LAL DRAWN: LAL CHECKED: LAL AS3ULT OF 3OVESTIC WATEF A\ D SEWER ,TILITIES OL/OL/2023 PROJECT No. - 09/2015 C17 66mn D•' 5. TOP OF MH: 2083.39 INV. IN: 2077.28 3 2085 INV. OUT: 2077.08 = 2080 0.92% r a Z Z a z a w m Na 2075 0 z SSMH B5 TOP OF MH: 2066.53 (n o w 2070 - z a INV. OUT:•2058.5• m F 2065 : COw - 2060 `n o N w O 0 ,, M 2055 c, 0 0 20501 w 19+50 19+00 18+00 17+00 1 `""������� o_ ROAD 99B5 B199 r"""SSMH B7 ?p•.:\- a J > TOP OF NH: 2115.05 =Ct: N j: , INV. IN: 2106.57 _U:N rn _ g INV. OUT: 2106.37 ; ;w >Q= o SSMH 62 """""""h i IIa ''''''\` z INV. IN: 2092.71 6 INV. OUT: 21• 61 12. F,� W 'O a SSMH B3 Q C 1, TOP OF MH: 2086.35 0. __•v"' INV. OUT: 20 : - 1 04/0 m _. 6 ¢ Z�T Al P 1 6+00 15+00 9 9 9 9 14+00 O F aA' ROAD B5 81 , ,,wa=wp£ - 3 m_, 2085 D a w~ F 3 V CI 2080 - SSMH B7A SSMH B18 I NN •. • ••5.57 •• • •• • • • TOP OF MH: 2072.86 2066.28 INV. IN: 2O676 o 2061.52 �V • ••• •8 INV. OUT: 2067.36 r I N 2075 Z M m I =I �� r 2070 43) Nro CO 2065 imm BEE. m IN 2060 co 4.04% CO � z. 22+00 2.-Fpo 0+00 9 9 1+00 * a cT o = s ROAD B / B 1 3 2150 7a) 0) 2145 > ■=- N—I M l l >■— J00 dN 2140 1 0 Z Z J 1— Z Z 2135 Z CtY m 113. 2+00 L.—Z Q 2130 ./) rn C ( SSMH B15 2125 TOP OF MH: 2119.96 1 m H INV. IN: 2112.47 INV. OU f: 2112.27 Z Z 2120 1-7 X wg U 2115 0.93% —I Q0 Z (/) cc V Z 2110 = J 19.52% m Z < Z 2105 m 5+00 1—I U Z rX 2100 SSMH B16 i N LL.I LI- TOP OF MH: 2092.05 Cl INV. IN: 2086.76 i (n 2095 SSMH B17 INV. OUT: 2086.56 1 W TOP OF MH: 2089.51 1 Ct INV. IN: 2084.19 2090 INV. OUT: 2083.99 2.69% SEWER AND ROAD PROFILES i R 0 A 9 9 8 / B ' 9 9 4+00 DESIGNED: LAL DRAWN: LAL CHECKED: LAL ASBLID OF DOvESTIC WATER A\ D SEWER ,TILITIES OL/OL/2023 PROJECT No. - 09/2015 C18 a w B13 w5 TOP OF MH: 2143.21 z v, INV. IN: 2136.06 4 INV. OUT. 2135.86 a - a c a o o O 0 � Z O K Z a o w H c, SSMH 814 11.387° - - Top r1c LI,* 2119 n5 - Ln o INV. IN: 2113.81 L, INV. OUT: 2113.61 a o 0 o rn 0 0 0.93% w 1�' 6+00ROAD 998 / 997+00 8+00 \'oYCP e W O ' n � m `��eY'nQ o 'y°oo ,, aZ d I 2110 2115 2110 =-a a" m a 2105 D -a 2100 a o V a w 2095 SSMH B21 ¢11 p 3 w� TOP OF MH: 2089.40 r Al � w;;a�� INV. IN: 2081.76 6(3% Z . SSMH B22 INV. OUT: 2081.56 12' {10 ' 0„ 'cN 2090 TOP OF MH: 082.98 m &+'w.c q p o i� INV. IN: 2075.47 N W�3= �N -�- 2085 INV. OUT: 2075.27 '(i) a li b l uo ''t Q 2080 co 3 2075 - — 5.01% I O I N C O1^ 2070 C A' 3+00 9 9 y1400 5+00 cOd- ROAD B22 B19 SSMHB19 I I� TOP OF MH: 2121.41 oo I w°p INV. IN: 2116.08 Z INV. OUT: 2115.88 I px SSMH B20 TOP OF MH: 2112.26 w, w, INV. IN: 2104.64 _ W W INV. OUT: 2104.44 cT 6.14% MEW MS o _ •■�mm NA >••m J°0 0 aN ZUZ J Cl%15CI Y Z Z Q J IX Y Z 0 a 01E )- I- 2 w -5 O 0 a Z CC OU Z U J Y Z Q Z W I— Q U Z w V) W L1- 6+00 7+00 8+00 0 I ROAD 99872 B1 I SEWER AND i ROAD PROFILES DESIGNED: LAL DRAWN: LAL CHECKED: LAL AS3UILT OF 3OVESTIC WATER A\ D SEWER UTILITIES 0L/0L/2023 PROJECT No. - 09/2015 Cl 9 . w SSMH C2 w 2075 SSMH B8 SSMH Cl 10P OF MH: 2068.27 o ct 3 INV. IN: 2063.68 TOP OF MH: 2066.93 TOP OF MH: 2067.47 a d INV. IN: 2062.36 INV. IN: 2063.00 INV. OUT: 2063.48 z o 2070 INV. OUT: 2062.16 INV. OUT: 2062.90 in a Cl / o Ff o z 2065 o o „ . w z a 3 w 2060 D o ' 2055 _ 0 - STREAM E IllR 2050 �2053.47I 7.61% F- a o 0 2045 TOP OF fZ 0 0 CULVERT NOT TO EXCEED (n a 2040 2060.00 AT in 2035 `J, CO E. rt: N e j= UN 2030 1- =08o 0, _ g 7+00 6+00 0 %o a °Q Q o ROAD C SSMH MHC3NH: C :�q ,°�` }w TOP OF MH: 2071.18 ��',;S"O•°°••• °°°p`r\�, >w INV. IN: 2066.48 ��i�„ •����` a c� INV. OU I: LUbb.2Yf z /--1 0.42% 1 1.77% �a �o� STREAM EL. STREAM EL. 0. m " 'M 2053.13 - STREAM EL. 2054.22 ' o a c� 2053.17 .0 z _ 7.61% Qw 2q1 '" i'gQ�N - � �W C�W p E�m 1 Uri{ t 4..1A 03 n''' g Va6 iN 0 3 O 5+00 4+00 3+50 rn ROAD C ;�N MLo 1 SSMH D1 2105 Tor OF MI I. 2009.03 cNto a° INV. IN: 2095.85 INV. OUT: 2095.65 I m 2100 w w, � W Zx o¢ EE SSMnPT 2bC NmM 4W QD�INV. IN: 7.75 MI Nv. OAT:: 2U77 •`�`� NM 2080 - /� __KO0• = dN 2075 SSMH F Mal YZ TOP OF MH: 2068.27 INV. IN: : 206 . 12.31 ¢Z 2070 INV. OUT: 2063.48 Y Z rn¢ rnix w 2065 2060 0+00 1+00 2+00 2+93.62 Z ROAD D o . z o z 2130 SSMH H1 TOP OF NH: 2122.26 2145 SSMH 611 v _J Y 2125 INV. IN: 8 TOP 2128.97 SSMH El Z a z SSMH B7 INV. OUT: 2116.88 2140 INV. IN 2123.38 TOP 2127.39 U z ct 2120 TOP of MH: 2115.D _ II INV. OUT 2123.18 INV. OUT 2123.56 Cl) w Li._INV. IN: 2106.57 2135 Q INV. OUT: 2106.37 In 2115 • 2130 Et 2110 2125 1.00% 2105 ROAD PROFILES 2120 0+00 0+25 0+50 2100 0+00 ROAD 1+00 ROAD DESIGNED: LAL DRAWN: LAL CHECKED: LAL AS3ULT OF DOVESTIC WAT-F A\ D SEWER .:TILITIES OL/OL/2023 PROJECT No. - 09/2015 C20