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PROJECT AREA. w . . . . . . . . . . . . d — TIE GRADE AS REQUIRED \ ~ CB Nc* TOP=262.51' TMH INV.=259.79' (S) +. _ uc 260 \ INV.=250.74' (NE) C v'� 264 0 0 -r ---- ---TE--.---- E------ ---- E-------;---TE----- T. ------ T€------ ---=+ -------;---T€---- ------€--. /2� `�`ODo Elit t - -, . r- T€------- T€-------;----TE---- TE-----+ ° r---- 1 a-i---- O I LLI r�� ------ --CJ------+----CJ--- -- CJ-�--= ---CJ ----1- CJ- i----CJ<-----t---=CJ---°- ----CJ-- ---1----CJ--�--T T °+-- ; - --CJ------ ---=CJ- ---CJ-- ---� CJ------ ----CJ-------I TOP=262.72 U .w �+' � . 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Q w v N E w, d � ° S x C� � O O 3 U U d U U aU U U aw U SEE SHEET CG-104 U ��� � °\ /�� 1 . STORMDRAIN INLET � Q ° ° w 0 0 0 x FOR STORM PROFILE #2 ! - - - �365� / ° ! 2. STORMDRAIN (SIZE VARIES) ~ I I H P -CJ--+---CJ--- 1----CJ-----1 CJ-1- ---CJ----;----CJ-----I CJ---=I--=CJ--- ---CJ-a-i---CJ --i---CJ---- ---CJ----- ---CJ---=j---CJ=----1----CJ- ICJ--- \ X ° i r--- r--- t • ° ! ! ! ° ' � / � 3. FLARED END SECTION o x U U U ° w U U U U U U . / s' U i ° i i °i i DI #101 � / 4. EXISTING STORMWATER CONTROL MEASURE (SCM) � m 1u ° .t 1 RIM 263.61' \ / �° o cn d ! I I I 4 X / m g o 0 0 ° 2___;____ / 5. TRENCH DRAIN m o • -CJ--�----CJ-----;----CJ------I----CJ------�--=-CJ-----a----CJ------i---CJ-----i-= J----- ---CJ=---- -- J�---t--=-CJ CJ-d--�.--- 26 ,--=-CJ-----i -C, � / / � � w � d; ! ° ! ,�: � � � � � i I.E. E OUT 257.00 z z Y o • w ��. �� °� ( ) / �� 6. SEGMENTAL BLOCK RETAINING WALL U .� Ur w U U U . U D� U' I.E. (W) IN257.00 x / - w � � m = � � Nz DI #102 i ! . ! ! ° i �, / HW 1 (DES) 7. CONVERT EXISTING STRUCTURE TO TRAFFIC RATED AND o o Lu U cn u5 Q d I o/ c_5o, I.E. S I N 257.00 RIM 263.61 INV.=243.00 — ' ---! /x -CJ-- ---CJ-- /l-CJ ----�=-CJ -- ICJ---- ---CJ---=--i --cJ --- ---CJ- ;--' J------�--- �Yp- J----==-- J---=--,-- -- - ADJUST RIM TO MATCH NEW FINISHED GRADE. ,ela ! ° ! I.E. (E) OUT 257.39' ! ° °! ° i, ! `' / \ co O O O w �d � - -3 n w x v Q U U L I.E. S IN 257.39' ° U w c 76 LF 30 J U U U �� 8. ROOF DRAIN CLEANOUT co ( � ,RCP @ 0.50% - ! o 9. ROOF DRAIN o z o I. ' ------CJ------ E,Y ' EJ EJEJ EJ EJ E,1 EJ- J 1 0+ 1 EJ cr0/ �j w � DI #103 ! �� ' 166+i i n4'i �° ! 'd o� I �`' ` x �- 10. ROOF DRAIN COLLECTION SYSTEM - PER NC PLUMBING z 0 w N z Lu Dr �. W U Q D � 0 x ° U U� g�F2 5Y10 12XOQ a U G U �� I CODE z � w J w � NU RIM 263.63 I . 2 i 6 0 ! i J 1� 1 w cn ° .! . i 1 w cn > o I.E. (NE) OUT 257.74' �' Q @ d ! i �`Q u� 00 oS RC S�F3 A7 ,� o � z z w ----r--T1QR-- -C, FLG os ---CJ---- i-aCJ---- ---CJ---- --CJ -- a-CJ- - ----CJ. .--i---CJ-----I � J---- CJ----I CJ---- p 6" 3 o z z v z z I I.E. (S) IN 257.74' 1 j 1 { ° ! ! d d� I. ��� @ 12 o c-soy cn o o = w J o w W x �' ° L I d. � LLJ aS 3 W H Z U U U. d U I- Q - d01� ° ~ I �RM 0 zoo w � wJ CJ!-- - - J --- -CJ--+--- - -! - CJ- CJ-----I J=a +_ ----CJ---- I CJ---- --CJ----- d CJ--- ! 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U U �c?' d - o\� ° 0 U ILL TYP w° a d W • I I z_ I- Z H _ ° 4 J > }---CJ-----1----CJ-----j---CJ--- --CJ--=-- ---C �' J----, --CJ--- -----CJ-----t---CJ --- \ AD M I N PORTION - J-- r�---C�---. -- J=----+----CJ----- Q a 4 I ! v °' ' ' °� FIFE: 265.0' \--- C a �� ! ° I TYP N.T.S. _ C� 0 �' ° J° 0 d a w oo�Q �6�PVC� \ Q' x I I- of o 00 LLJ 9 Al 0 ! p I I ti I i C p oz - - , CJ---- --CJ----- --CJ--- - CJ----- ---C,, Lu ; --rt--CJ----- - --------- ----- --- ------- c-soy ---- ------41--- u� -- - + J----7--- J----- �— 1 Oco I ; " -- } CJ a CJ CJ ° J 0 0 o IW I t !' ° TYP 6" PVC - ��� � i ° ' G,o W I CG 1 0 J LL U OC -� DI #104 ° L� ° ° w -4 c� ° U U c� D�o� a U U o m a_ w Jv RIM 263.38 i i °�i d i °d. ! ° ° i DI #107 I \ /� W --- --- \ 01 LL V CJ------ -, J-----' + CJ-=---r--- J--- ----CJ CJ----a. ----CJ'------�---C -= - J'-- ---'CJ--- Q --- I.E. (N) OUT 258.28� -- i--- a ! 6" VG ° !. 1 RIM 263.75' 6 E5 0 0 I.E. (S) IN 258.28 ui 0 L ° '`? ° — ® ® Q o 0 0 ! d U d w Via'. ° ,,Q� U I.E. (N) OUT 257.56 ° ! i �! „ C°i ° ! ",� N G ° I.E. (S) IN257.56 = = = = = = z -------- - - - - - -B t---CJ---- -CJ�- CJ----- C iD ------ ---, -- r---Q --�---CJ---�---CJ----- x N ~ L) ° c) ' ° U ° U 0 0 C) w w y + U ~ x I / CG103 C0103 CG102- U) D1 ° ! v , > �� 6 PVC C ° I (1) 1 1 1 a -------- -- ---- - -------I--- 1 ! �L--- 1 d a CJ----=-�--� - - c-soy -+ CJ------ ---CJ-=---F-=--CJ---- --- CJ-----. ---bC - ---CJ- -C - - CJ-----+---:CJ---- CC TYP YP� w I .�.��`�H CAR y a� U c.� U U y !� m � 0 0 ���� 10" PVC ` d o x --------!----CJ---°!--=-'CJ----!-=CJ---- -CJ' --- - o J-----' ---CJ----+---?CJ'----i----'CJ-,----!--- C ------ SA FACILITY -!--- ---- ---CJ'-----I----cJ---- �8/29/2 � = (� + o S ! �, SEE SHEET CG-104 SEAL J I I ° 6�� RV tip°: FFE: 265.0 i N FOR STORM PROFILE #1 W. . _ o W C 038615 U. �Lu U LO U <� �� I d ca���• EJ,�EJ EJ 1 J EJ ! °Tco�� TEJ� TEJ�IA `0 6�� PVC EJ�- 0 EJL ! 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(S) IN 258.13' T PROTECT ALL EXISTING UTILITIES IN AND AROUND THE ! ! WATER PROJECT AREA. -`---- -=-c ---- CJ ----r-----CJ----- h°��s` h°��� 6" PVC --'cJ---- c 6�J'--- ---� TREATMENT W 6" PVC d i - J D � �� N I \ i I i o o J U' , w o W N 264.50 TW 264.70 TW �J >,. i BASIN N �� J I E,- 261.50 BW 261.50 BW I 'ej ai E EJ ! EJ DI #105 61, PVC d d w ��, xcQ RIM 263.69' Q 83'P C U a w U � ' Q O� I.E. (N) OUT 258.85' ' oo ! ~ COVERED �� SSA FACILITY \j �� j , ! ° ' 0 a I.E. S I N 258.85' -------=---CJ'---- --- k -�---CJ-------- �`o�• F F E: 265.0' cJ==-- --- -N -- -� E5 ( ) , s ;. d LOADING ` C - CJQ- ----CJ==-- 6 4 I.E. (E) IN 258.85' (n ° `� w PLATFORM Q ! 0 6" PVC C 1 ° TYP C i a V O O a ---}----CJ�-- . --CJ- ---�---CJ--a---- o o -CJ a--T---C ---m--- 2 --CJ-=- ci - 0 0 6j� PVC U ��TE�VC TE � � N 1 9 ° T O ! ; !T.YP I° Of -�- rt °CJ----- ---CJ---- CJ---+=---CJ----+---CJ--- --f----�----+. F -- J-----;-- - o ---CJ'----{----CJ----- C) Lu I 6 PVC � '! 6" PVC LNO -o J'-----:--0 C) -'CJ=--- Y J � a i � ° �. ° w \u zn � d a SEE SHEET CG-104 v i I FOR STORM PROFILE #1 RD 1 ° C? Ud ° Ud U I EJ EJ-4 =J I EJ 1 °E L`O� —EJ ' EJ �� I I�o d�4o� ° w 6" PVC 1v � TE .dI Va .4 1 • x zCO O C)w o I I 0RD -CJ =aC O- I - C _ o M I QNQ � rnuj 6" PVC -- ail Uj t. I i1 ° S i d � DI #109 L I SHEET KEYNOTES U U dv aU U U U U y y o cn LL Ll RIM263.48' �D O ~n E ' I.E. (N) OU U) (Do -CJ- =C ---- --------�CJ- a cJ--,- . Q U � J a e i o d `V � Q � � -3 � 3 2. STORMDRAIN (SIZE VARIES)�Lo- LO fl cu. N Ci 3. FLARED END SECTION z- ° OX - - J ~z c9 i d ! d' d i. . !. I + . i I 4. EXISTING STORMWATER CONTROL MEASURE (SCM) m coui T C� '� M W Y co0 C/) o �� 0 0 101, PVC ' `�d �? d �?�� �? w U U cw� OUTLET 5. TRENCH DRAIN o m o UJ 6 PVC i i ! I DI #106 ! S i. i ! i I _ z z O Y LLJ I d D1 II i 1 ! a i i i.. / . ! x TOP-245.50 6. 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