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038-97. Development Plan
/ 4 EX_STORM MH�j49 � � EX TC 898 09 I I EX wv. 892 � a I I � I I SAN MH ##20/ T.C. 03.2f INV S 896.73 INV�N 896.83 NOTE: Stub 2' - 10" PVC; plug and seol for future connection y I I � � ° �� � o il � � � � � o .D a `� o II ° ° � � o v � II � �� � �� - I I � � o � 2+55.�� MES 42 w an�mal gu d STM BINL 45 p�j �� v 99. iNV s . 3�. . + � �, � II rn � �� +8 7.5 INV. 897.01 N � I � m aJ a� 17' P@ 0.50� Stub wate line �° �� ,.r, i srM ceiN� ai �i �� Plug/seal future onnection �,�� N Stub water line i iriv: a9s:a5 �, II o lug/seol future �onnecti n (end of road markers - - �� sTM ceiN 44 w II �' � 2Q QQ 1 54 9 a 1 60.1 0 �' 0.00 � 1 20.00 r� 1 20.00 � � 20.00 .'-TORM MH 56 8 N � � re uired � II ° 9' RC � 0.50% i INV. 896 � II c� , wv. se5.�� q � . � STORM MH 55 a� � I � 2±00 _ � 1 00 +00 O�` 28' RCP � 0.50% - ------- - - � srM C81NL ao � �_�'� � . �-- 9 .� 41' CP � 0.50% D II INV� 893.-91� _-___ =360' RCP @ 0.5C1%-===---- ----=�_ _-------- ------ � M I i � . + II . . . I I _� I _� "�_ _ _ _ _ _ �_ _ _ _ _`�- - - ... �_ , Ei-- � O � INV. 895J1 �j v O� r� � � �--� � Q� '�.,, � � Q � i � 18' RCP � 0.50% _____________ ____,__- --- - o W a -- -- � � o �----� 15� � UE� ----� °° 5 a� rn ! � �' �. °,O � �i � o I °' 7. 5 D& U,E oo � � a � � sroRM MH 228' RCP � 0.50 1 5 D& ' � a' a� � � �� � w iNV: aes s2 �I�I f- - - -- 230.00 - - - ceirv� 4 oi . � m (�I � � � � ` - � .. o � 5 � ° � o + e. INV. 96. � i o � i �� ��� � 5 4 5� � � o ;_� o_+, � , � N 4o B� � 0 51 ��� �2 � 5� . o p � � . N N , � �° I'�� i iw , , � �- i� � i � ���J i s� � s� � s� � s� i � � ;i � J � s�- �� s� s�- �� � �� � � . � � � �_ . � � � ���'� � 20 m � � �� � � � � � '� � 1 9194� : 1 g�00� 19200� - � � � �',',� �` o° o � 27022_ � ��200_ 1 91 9�� �� , � � � TC�I. 3.Ot � o �;� � N i i nn /j � � � % � % Q ' S� � i,,� � �� `T.� � � �� `\J`T.O N �O�e � � O�. / '' �0�. / .JO� o � 040 � � IN�1N 895.69i � ��I� � -� � O o o c� ` , a� °o • � c� , IN S 895.59i �II �.�oo � � � � �- �, �� °' -----� c�i v��� BL r-C� '. c�i ., . �i -- � - 4� e� I IN� 895� 9i `o � �II� -- -- �-. ------- - --- SAN MH 16 a, ,.� -------- - ` � �. �. \ � � �EX. STORM MH 48 �I SAN MH 7 � °9 � ' � II ,� o i� Ex rc e�s �a o II T.C. 903.4f � `� \� � ++ � II I � OI / PR TC 903Jt T�C• � 20.00 � STM CBINL s� 1 g.g 9� D&UE120.00 i o 121 .22 No \�� pi � � +� �- EX wv. E92.11 �"� 213'-10°SSP � 0.32� gg 33 � IN 8 231 20.� °�' 350'-10' SP � 0.32% � ir�v. eg�} INV 897.11 INV 897.01 °' 382'-10"SSP @ 0.32� °' �� � �o�'I� i �(� 2 3 2. 01 �-SAN H 18 I V 99, srM c irv� s2 , � i � II I T.0 904.1 t^ �� � � � � , � � \ Q 1 �3 g8 � U ° �3� )O � �v. 3:so � ��o �j � � i �II� �' ` � � ll "' 6+OG _ _ _ -� 7+00 O O 8+00 II�o_ _ _ _ _ _ 9+00 _ ��� 10+00 _ _ _ _ _ _ _ 1 1 +00 _ _ _ _ _ _�2+�p o,o �� W i Q i I I � _z' � �� 5i - - ll .� � � - �r -� ��� II'� � �� g C� (�6_�� ° � � � � �--� i i 1 � � � � - �, N �� \ , , , � � � � � , a � O " / / � STM BINL 6�0 � � � \ `n � EX STORM MH 47 � � I STM CBM� 53 � r�-� � `3x �� � 1 � � ,� N � � � � � x00 EX TC 898.10 �.rj N � INV. 892.91 } r� O STORM MH 2. ��\ `�/DO �� � INV. 93.56 �� �p�1 ' � � �I S� � X �� PR TC 903.9t O � � 20.00 t� � � 20.0 � � HO.O7_ _ INV. 893.0 � \ � � � Ex iNV. 89199 137.72 � 1 00 2 iiDbcUE o� ___�___- _. � � ii / o �xo/' � �� �_--,\ �� �-- ----- ---- ---� i �------ - --- 7 o��r 'S" RcP �; ��� ii ,, _ _ + � � � L .J � � � � S RM MH 3 / � � � �� � � \ � h �/ /� �. RC I � �� �� / Q � � ., , -- � � � I � IN . 893.3 0 \ �j� �� MES 1 animal g�uard rn 21 4' R �_0.50� _ _ _ _ _ , ��j \ \ \ I 0' B L � / sr ceiN� 5 �JJ -�-------- __ W RIP RA � - -----� � / / INV. 8 �,38} ` �11 V 8�3.8 � S ORM MH 38 231 .5 - - - - - - - �� � � � / \ \\ r. � O O I � � � O � �` 7 //�C� / / \� � � \ 35' RCP � D.6 i l�� � �� �p '1 / \ � � O `-� �,%/ \�S. I'' �'\ � I V. 894.40 //p� � � / �� � � 9 O O II w �J O �J / �� / .� J � o � �, , � � �, � 58 ��o����� s� � s� ���o s� � s� � s� ,��,� ���� ,� W ', � � � o / d.• �� �` � n � `- � �' �- � � � + � � � � C� o � � � ; o�. �/° / � \ � o �\-� 18275± 1 9800� ;'�, �� 1 00�-- 1-9800_ 21 977� �,o� \ ��o � o 0 ° � 8 / � � ^�/°` ,,;. / ��� � \ � \ � , Z� � ----- ------- . _ / , °�� �o,�. � `�" � �l; � r� �`___.--- .------ ?}- • ° -� � ' I � �- � � 1 N � � �� �6�. 2 31 6 �_ -�--- � �� � � �' °�� � � � � � � �' � �� 6 4 � � ± + ; � � � S F^ � / / , ,�cA � � +� �� �, +�, a � � � , , I � I �U, �� � �/� � � - �� p � � � 1 20.00 c� T�P OF BANi� Q � a, � t }- I O� 79.25 � 03 � ... ,.., � r � � � � 49 7 3 -- � I � , ll � � , o � .._. . ._.. � �, N N � ' . � � �0 6 r i � � sr � °, ! �� � � � s.90 , �`� 2�4 8� I�� �� �� Y� g � o `n , I i 9� s9 / � 46.5' D.U.&L KE MAINTE N A N C E E SMT. � ' 2 0. 0 0 -� ��.00 ... o �; 6 6 � : � �- z � , . � , _ � � ,�� � � � � Q , � g%. � � �- SAN 1 9 �..� i %� c4 � p� .� MES�j46 � �� ,..5• ��%�i��, ,. \ !� iO' � I T.C. .9f ,�, � C4 � � EX. INV 891.99 � I � m � "` � +� �� Existin M.H. TO BE REMOVED SEE LAKE TAIL��' 6, � 6Z I I I � � � MES to be installed) MES W 52 S 8� • J I � ¢ -�� I I � V' � � � � ��n � I � I � W I Q � W RIP-RAP �"� \ � [b � �i (� STORM 5 � � �,-� / � � I 891.99 � ^ I ^ 9 cu p x rn / �� � MES P57 , �� �! Q W I�o' �I �l � INV. 893A5 rn Q I� � ' s F / � , II + o� W RI891 R99 ag8. � i �� O' + I� �cL O `J� O ; � � � o ' � ° z 23056�-/ � � o CG7 � � - MES 36 �; .. .. �� � o� , o �� � 4� � �>> E i� I � � � N I � ( N i - - - - - � � W RIP RAP , I _ _. . ...._... . . �. c I `_ 60. 0 � -- ---_--- ----- iNV 891.99 i / \�� � � O 28' RC �_ 18 '-RCP � 0.50� _ II r J� o i L � � 236 � � {� -.50 �,-_� --164.92 --- MES 33 ��� � 201 51 ± � � � � � 2.5 ACRES � � �� � - - W RIP-RAP ; � � I�7 I O� � (� � � �� D&�l E 10 8�6. �rvv 891.99 �I 3g�� PIPE TO BE E' � O^ N I � � � 898 3 ;, Existin� NORMA� P00� 891 .99 � ° �- REMOV D DURING CONSTRUCTION OF SqN tir�g � -F� � O r- � �''� � � �` � � Section Two Lake 6, c0 O �, � 97.26 J N �; o. �. 1 00 YEAR Fl_OOD 8 7.80 , T\'N f> � o 0 o m o � +�� �� �� o a � _ �, � a� r�, o I � � � MES#32 0• 898 62 3 gC,3 �4 Z �. � � � Q �- � I I EX. INV 8 2.13 � EXISTING M.H. TO BE REMOVED M / + � d" � � S � \ I ! MES W/RIP RAP (r� / � � I t� � � i; TO BE INST LLED) (Q �` � S 0 6 , � ; � 6s `J / ^ � oo � � ��� 0 0 � 22629 � �� � SF �� �, `� , �`� + + � o � � � � �� - N � STA. 0+00 ST-2 \ a� � � J � '� � S89'34A1 1"E O �o��O' � � � � � , i . 6� � � 1 8 5 1 �- �,� �o� �� ,� �� , ; 38 8� ���. s ��- 903. 6 � � ii 83.73 120.00 � 46.5 D.U.&L �E MAINTENki�I�E CJ��IT. � �P/��, z�° '02/ i � 2 3 7 7 7� � 0� \ // ^; ° 2 �. � � � 2 �. � � J ,s, • �P� �Q'� � Sta. 16+51.59 Elev. 902 62 b� � � � � � - � � `� � � I , „ �-- � , qj +i„-� t:7 / �� �� � 4 = � (Motch ex�sting street Section One) g � � R �� � � �; . � � \ .� o JP � �6 � z 901.5 89 40 08 W 198. go3.5 �6 � a�i� � �. .,� �, � Z c� w �o � � s�c� � ,� � , �, Z�r0 203.08 1 J �i� r-- ---- --------� °'- ----- `°'-------- o� "� � � � / �o cv EX�St sAN �,H , 2 "E �� % 2 / �" o / � 0 s � \ � ,� �' T.C. 903.�3t ��� 25 \� � ���� � 1 6 9 6 8 � (Laurel Lakes Sec.� One) � ° � � �' ��� � �� ��' � �� � � o . o o �� � � „' j S � ° S F� � � ���� ���� � 1 8 6 31 -� � � . o° ^ �� � _ �� � o � � S� � S� � � � 6092�- / �� EX�S ng 18�.1 1 � �- 9800+ o � a � � � � - � Q� � . � �� / ��' ST M M� � �1 9800± � � g �-�.�..� �� P���� ,,�� � W OUD CASTiNG � � � �r ir; e9z 4� 40' BL � P�\� � : / `n � , � ��rL1 .� o ���, _ �� _ � � � � � o � ,�o ^ , ��� w � � ii� � ,, 1 ' °' ( t ° I 1 20 00 � 1 20.06 � o � �� � --� � l;r L---40. N 120.00_ --J °' L---- ---- � --- --� � � �--cpr--------- ------ �, g4.53 No�°sa'2���v� � 5 D&u� 3.6 N89°�- 9"E 614. 6 15' D&UE ,. ,o 00 ., , _. __ N88°01'32"E _ __ � _ 73.27 36.48 '~� 83' 38 05"E `� 50 0 50 100 150 Scale 1" _= 50' NOTE: LOTS ALONG LAKE GRADED IN THE MANNER SNOWN TO UTILIZE MATERIAL EXCAVATED FROM BASEMENTS. LOT GRADING PLANS WI�L BE CONTROLLED BY THE DEVELOPER. CURB SHALL BE STAMPED DENOTING LOCATION OF SUBSURFACE DRAINAGE LATERALS. � �OE � � , a� N 0 � � •�. �UU.6t � INV. 893. 3 92.6 IV� ��8 � .� 11 �6�^J v �6 � ALLAN H. WEIHE-R_FG P. E. -lN �8827 � � � � 0 � � O h � � � i � � � � � � � � w ` � � � � U � � � j �' o � i� � � � ^ ° � i � '�� °'�� � � Iv� � � '! � o � '�: ' � I � ��� i � � �Z� i � � W� i� � � � � i � � O w � Z % � � O I a � c � � � ; � ,� ,� � f � � a � , � W � �� ;a i SHEET N0. o F �T