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GRAPHIC SCALE
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<br /> PORTION OF SEC . 8 TWN . 29 N . RGE . 05 E . W. M . ," = 40FEET
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<br /> CITY 4F EVERETT SNOH � MISH COUNTY WASHINGTON . 4�
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<br /> SDCB #5 SDCB#4 ��"� �
<br /> EFER Tp DRAINAGE � ' -. f �! �� ` { ' -
<br /> SDCB#6 Q CB TYPE 1L Q CB TYPE 1L C3.0 D�T�1,IL 1 BELOW ° > � � ` �� ji i ;� � y r ,
<br /> RDCB#2
<br /> 48" TYPE 2 CB � ` �, � � TACOMA • SEATTLE • SPOKANE • TRf-CITIES
<br /> CB TYPE 1L RIM: 17.40 RIM: 17.41 ,� , ,�\ �� � ;� i � ' -
<br /> RIM: 17.41 RDCB#3 RIM: 17.21 i
<br /> FG: 19,16 N 371007.04 N 370601.39 - , ; � � `o-, �, � � ; � ' �, �� ,;
<br /> N 371331.80 FG: 18.50 4 8"T Y P E 2 C B E 1309952.24 FG: 19.23 I E: 1 0.0 3 1 2,;(N) E 1310061.09 TREi�'� �� ' ,€ ; 2215 North 30th Street, Suite 300 Tacoma,WA 98403
<br /> RIM: 17.20 �� IE: 10.03 12 (S) „ M�NT UNIT ' FG: 17.08 �
<br /> E 1309862.59 „ IE: 13.15 18 (S) IE: 12.31 18 (S) . „�,�,��� -,�.�, .�, ,.■...�.■■■■■.■ ...;��.■�,��,.� '` ' : ` 253.383.2422 TE� 253.383.2572 FAx www.ahbl.com wEs
<br /> FG: 18.21 IE: 11.04 8 (W) ,� FG: 17.98 FG: 17.98 IE: 10.36 8" (W) �� �` S[}CB#'1 � �
<br /> IE: 13.8218" ) Q IE: 13.1518 (N) IE: 12.31 18 (N) FG: 1rP.9$ ' FG: 16.27
<br /> 2 IE: 10.71 12° {S) �� FG: 18.12 FG: 18.12 �� O � � Proiect Title:
<br /> IE: 13.82 ) FG: 17.98 IE: 13.15 12 (W) IE: 12.56 12 W FG: 1�60: FG: 16.10 �CUNNE�� Q�XI TING PVC STUB
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<br /> • �� �g $ 18 � � '� �� 16 "- � ' ` ���� �
<br /> _., �g :� � �� � 1 �,. �� _�- � 1►�� �, .___ �,���;, ��;,' �- '
<br /> .�'G �$.09 0 0. � r M: 11.�.1
<br /> � � �� z ��:� ��.�3 ��� , U GLACIER
<br /> �FG 17,".76 F : 18.62 I � � o I � � o1 OIL WATER SEPARA�iOR �. -";� � . FG: 12.82�� ,, , �.�2 �.
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<br /> i FG:: 1�06 ° cv 1
<br /> , c�- �D cv� ;■ > --�-�r=. �1;.55
<br /> '� „ 0 83 LF 18" CPEP �.20`% � r � +_ a r�%_ ; P EAK AT
<br /> � � � FG: 18.71 �� � 337 LF �$"�CPEP a� 0.20°l0 � � � �� � �� FG' 8.18 � � �: � 420 LF 18 CPEP�@ 0.20% � � , � d' � � ���� ,����`�_�� �` - � � --
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<br /> � � FG: 17.34 � p � p �� . 14 8 �$l�F 8 ! (�;��F"�., IN @ 2.16% R���R���� �
<br /> FG: .67 F 18.67 SD B#3 " `
<br /> � RD RD RD ■ RD RD � RD � F : 14. 5 .56% FG: 13;3� "� ' . '
<br /> .. . FG: 16.9 FG: 19.7 FG: 17.34 343 LF 12° CPEP ROOF DRAIN 0.20% 186 LF 12" CPEP ROOF DRAIN 0.20% � E
<br /> 1 FG: 17.34 � @ RIDG�t (Tl'P) FG� 12.$5 � : - -
<br /> . j � 103 LF 8" PVG ROOF DRAW @ 1.00% __ � ,,, � 90 LF 8" PV� ROOF DRAIN @ 1.90% ■■ ■ r■ ■ ■ ■ � ■��"���'�'�*■ -F : 91.67 _. __ Client:
<br /> ` 7 o FG� 13,��
<br /> �s' TW. 18.Q ._ �7 , ■r, ��; ��.77 z 3; TCH EXIS-fING.:
<br /> FG: 16.93 FG: 16.93 , FG. 16.93 � PANATTDN�
<br /> 9 i BW: 1 8 28 LF 6" PVC RODf DRAaN 13.53% ' FG: 19.75 , r _, RDCO#3
<br /> � u u 18 @ 18 97 LF 12" CPEP @ 0.87% - ' FG: 16.10 �S ,
<br /> _ o TW: 18.03 FG: 19.80 TW: 18.03 0 0 _,.,�.ri.. TW.: `I8A �g . }�:� ',F;F'., 19. ; , �EVEL�PMENT
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<br /> . o o- o ' RIM: 16.50
<br /> � o ` p o 3 , . � RIM ABOVE FG
<br /> ,, '- G FG: 19.80 : ,'. ; i.c�l � B W: 1 6.5 8 BW. 16.58 0 � �1 FG: 15.53 �.
<br /> ; __ _ _ LIMITS OF DOCK.PONDING _: ,, : � FG: 19.75 � _ LIMITS OF DOCK PONDWG �nl Ga ! ' , BW; 16.58 . ,:_, � B�hi'�'14. b1 � . ��
<br /> ' R O�����.,� _ .- 1 _ �..r, �� . �- 1 _.. � ,-'- -__� . IE. 11.78 8 N ,
<br /> ; FF: 19.80 1� � , f ;, 19 � � 1 � ,� ' ` 0 19 FG. 15.72 -� � �� � ) COMPANY, LLC
<br /> BW: 18.�3 - " RI : 16;16 DURING DESIGN E�i/ENT ��}: FF: 19.80 FG. 19.80 a? DURING DESIGN EVENT �� 60 LF 6 P C ROOEDRAIN @ 1�1.02/0 ' FF: 19.80 s �
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<br /> ' _:�,;,_ . BW. 18.55 -----. __.. ----------------- _- - - ------- --- ----___------ - --- -_-- ----; _ �____-___ ` BW: 15.50 `:,
<br /> ��-" 900 SW 16TH STREET
<br /> IE: .41 6° (N) $W. 1�.1� FF: 99.80 ; `ir ; 9 . $ ,' ;". PROTECT
<br /> _ _ FG:.'lg.39 . 4 ��
<br /> FG: 19.;17 � _ ,IE: 13.41 6„ t��,} \.;; q w . _.,,, : FG: 19.80 BW: 16.13 FG: 15.�4 fF: 19.80 � � �; , SUITE 300
<br /> FG: 19.'12 - ___ __ _ *� _ __ - . -- -.. -- - : . . . , : �;� ., ���, ; €�ISTING
<br /> �- G: 18. FG: 19.80 FF: 19.80 BW: 17.95 �� � ;2.14 RENTON, WA 98057
<br /> � FG: .2 BW: 16.13 { _ � , , , BW: 18.54 . . FG. 15.84 FG. 15.84 . . ., FF. 1,9.80 ; FF: 19.80 '�� . ; , ,� STORMWATER
<br /> FG: 19.�3 ry � � j _ _ ,-- - _ BW;. '�6.13 � � , Pl1MP STATION CONTACT. DONNIE BELK
<br /> FG: 19.d8 +�9 FG: 19. 0 . _..:, - FG: 19.80 BW: 14.40 , , :
<br /> ! �U RDCO# o FG: 19.80 - -' ; BW: 15.50 � ry ������Td� Job Na , �
<br /> � � ' ° _ - - �CHITECTURAL
<br /> � j W RIM: 19.72 FF: 1 139 LF 8' PVC ROOF DRAIN @ 0.50/o RDCO#9 FF. 19.80 139 LF 8' PVC ROOF DRAIN @ 0.50/o
<br /> ` FG: 19.80 > y `` �
<br /> • d IE: 17.21 6 (S) . 5.80 RIM: 15.78 BW: 15.80 - � '� , ! 2170746.10
<br /> RD C RDCO#7 ; FF: 19.80 RDCO#4 �'
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<br /> ' '��� FOOTING DRAIN WHERE RIM: 15.78 IE: 12.76 8" (N) RDCO#8 RIM: 15.78 RDCO#6. ', BW: 15.80 � ' , ; � � ; 3:1 MAX SLOPE
<br /> � LANDSCAPING ABUTS BUILDING �� RIM: 15.78 RIM: 'f9.72 , , s i :
<br /> , IE: 12.76 8 (S) „ FF: 19.80 RIM: 15.78 IE: 12:07 8" {E) RIM: 1�5.78, � .. ,. ; �, ;i ;' ADJACENT TO Issue Set 8� Date:
<br /> IE: 12.07 8 (E) �� ��, IE: 16.91 6 (E) � ,
<br /> � (TYP). 4" PERFORATED PVC IE: 12.93 6" (NE) BW: 15.80 IE: 12.76 8" (S� IE: 12A7 8" (N) IE: 12.76,8" (N) �'j� ,� :� ,�'; BUILDING
<br /> � SURROUNDED BY 6" OF PEA IE: 12.07 8" (N) -- , � o � � _� 1, �� ; !
<br /> � �- IE: 12.07 8" (S) IE: 12.07 8" (S) SDCB #1� ; '�14 LF 8 ROOF DRAIN @ 0,50/0 ' �"� ��'" ! ( �j ;
<br /> GRAVEL. 308LF ZURN Z886-HD �
<br /> RDCO#14 �� o SDCB#16 - - _
<br /> � 40 LF 6 PVC ROOF DRAIN @ 1.21 /a �� o CB TYP� 1 ` �; { ; , � .;"
<br /> RIM: 19.78 _ __ CB TYPE 1 139 LF 8 PVC ROOF DRAIN @ 0.50% 4 TRENCH DRAIN CONNE�TT' 'TREN�H D�;AIN RDCO#2 i ° .�����;, ,- PERMIT SET
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<br /> „ o - @ o RIM: 15.75 RIM ABOVE FG FF_ 19.80 F F�TQ}� IC--�Ft�"E�fURAL
<br /> .50_ D.-- CONNECT TO TRENCH DRAIN IE: 1�.40 12 E � RIM: 16.50 ``
<br /> _ FG 19,�14 FG: 19.26 29 LF 6 PVC ROOF DRAIN 6.43/0 4 3fl8LF ZURN Z886-HD „f� ) . E �) �
<br /> IE: 17.00 6 (NW) C3.2 RIM: 1,�i.75 RE�+ ' �3.��
<br /> @ IE. 13.4012 (E) .... � � 3 ' r
<br /> C3:2 TRENCH DRAIN P RO P O S E D B U I L D I N G ;._._- , , IE. 12.35 6 (W) BW. 15.50 ' � ^, 4/26/2019
<br /> FG 19.�_6 .,� � �SDEB-#7 � ;_ IE: 12.35 8" (E) � � ., -
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<br /> /� /� QQcC ' ' � 5� LF 6" PVC ROOF DRAIN @ 0.500�0 � F�i 15F4�
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<br /> . fG: 18.�4 =' ' _ CB TYPE 1L �O`t `'t�JV V 1 _ _ .._ ,. , � � ` ' ' �,, �`, �
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<br /> FG: 19.�17 RIM� '18.20 � � , . �, s� ' �� �
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<br /> � N 371293.32
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<br /> � RIM: 17.49 E 1309699.30 F I N I S H E D F LC�C3R:-- 1��!.V0 "" ��� FOOTING DRAIN AROUND E�ITIRE BUIL;DING (TYP) ; ; � ,�'�', ; �••� ;' ��KEW j�
<br /> � IE: 14.16 18" (E) � 4 PERFORATED PVC SURROUN[�ED B`F, 6�' OF P�A GRAVEL RDCO#1:' ` � j ' ' ♦� L�'
<br /> N 371257.77 y- `' _� � � i E vi�� Q' pF wASql �
<br /> i � E 1309566.41 IE: 14.16 18" (W) , __--_ � '��._. ; ' , , ' '�., RIM: 16.50 ; �; ; ,��Q'��' '�'�ao�,�
<br /> ; ; �. RIM ABOVE FG � '
<br /> IE: 15.16 6 (SE) -= ��' � � p i � F� 15.�4� �
<br /> W IE: 14.44 18" (E) �
<br /> � U IE: 14.44 18" (SW) -..-
<br /> t IE: 12.63 6" (E) �` �
<br /> 0o FG: 19.26 4. _.... ,_._...� _____ .----- �. _../ ,, � I � ' _ _
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<br /> RDCO#16 __ , I � . ; FF: 19.80 �`� , Gt w���,3� xr - ,o '! ,�,
<br /> � � -"`�� � � _ -- �--- LF 18" CPEP 0.20% RDCO#15 RIM: 1�.78 �'� � ' � � 1 � � 3a85a w
<br /> FG 19:23 -�._ _._-----_ __� , RIM: 19J8 ����� � � , , , RDCO#17 „ � a RDCO#18 ; � 1 �� FG: 19.25 � ,' R��IR ; = , o� � o ���
<br /> , M _..,.. <.@ ,� 17 ___ _.__ � RIM. 19.78 � RIM. 19.78 i ' ; F�:,.19.06 BW: 15.50 '` S � SlcisT�R��
<br /> IE 17.00 6 W 36 LF 6 PVC ROOF DRAIN 2.16/ E���t T�� CHITECTURAL S C�
<br /> , � TC. 19.48 .,� ,,,�, IE: .00 6 (W) _ :
<br /> l - `` 36�LF 6" PVC ROOF C1RAIN @ 3.00% FG: 19.25 FG. 19.25 IE: 17.00 6" (SW) IE: 17.00 6" SW FGf �g:� � FG:"19.25 ' i ; ONAL
<br /> BC: 18.98 FG: 19.25 �.., :f ., { � , '> ; �
<br /> • TC: 19.48 FG: 19.01 ����F 6"P�l C R O O F 4-w, �. ` F G: 1 8.4 3 FG: 19.08 FG: 19.25 FG: 19.25
<br /> FG: 19.08 FG: 19.25 ° f , 'r F G: 1 8.9 1 '1 �[?i4 R r 4�IVl� NO Sl`EEPER 05�/29/20/9 '
<br /> FG: 19.25 1 2 LF 6" P V C R O OF D RAIN @ 4.2 8/o FG; 18.71 , F�: 18.93 � � �
<br /> FG: 18�„1$ BC� �8•9$ FG: 19.25 DRAIN @�3.53/o FG:�19.25 F�. �g gg ��, " tH�N'89�a. REFER TO
<br /> FG: 19.11 FG: 18.88 FG: 19.25 FG: 18.88 FG: 19.25 FG: 19.25 FG: ,19.25 ',��' , AR�HI�T� TURAL FOR
<br /> f FG: 18.67 FG: 19.25 FG: 19.25 FG: 19.25 FG:r;�g:2� ` FG: 19.80
<br /> F�.�17;83 FG: 19.25 FG: 19.08 FG: 19.25 FG: 19.25 FG: 19.25 FG: 18.32 r ' FG: 19.70 DE�AI��'
<br /> r FG: 18.67 FG: 18.88 FG: 18.48 FG: 19.25 FG: 19.08 FG: 19.09 FG: 19.08 FG: 18.45 FG: 18.3 FG: 19.62 • g, `p ; L.;�
<br /> '�FG: 17.82 _ FG: 18.28 �F:.1 �T 4
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<br /> FG: 17.�3 �_ _ � , F�.:�7.�9� j �i �
<br /> � � � ' SDCB#11 0 � :��: 17.7'� ; +'
<br /> FG: 17,67 r- ° CBTYPE1L '�,` � , �0 F�:'17.6� �� NOTICE
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<br /> : c� 17 ___ _. FG. 19.. 5 _ _ _ _. . . _ . __� _ __. __RIM._17. 5 _ ._ _ . __ _ _ 8 . ' O �s
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<br /> . 19.08_ � @ � o FG: 19.08 _ FG: 19.06 , LS ,f pLY FOR 11�PRQECf DENIFED N iHE 1111E�OCI(
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<br /> /o _ € 1309618.16 FG. 19,02 __.__... .. ____ __� . FC�. 15.6�-, ;b 8/o. REFER TO
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<br /> __ �G: 19.02 . ,� • . : _ _ _ G. 8 93 ;°
<br /> _. . . ___ __ __. _.__ _ . FG: 9~8:59 __ .. _ __. _.._ _ _ FG. 18;28 _ . FG. 19.DQ � : -�.� ; ,
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<br /> � IE. 15.1815 {N) BW. 13.50 FG. 99.26 � FG. 19.35 _ 16 G 1 d .,
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<br /> FG: 19.23 � : FG: 18.90 ; `� 15 ; _ ! FOR DETAILS. i ,
<br /> � IE: 15.18 12" 5) R'IDGE (TYP) �CCa: 1;5.65 . `..---"
<br /> _ � FG: 18.92 TW: 18.37 ._ _ �- _ ' � ,
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<br /> IE: 14.53 18"�- KEYSTONE BLOCK 1�1IALL IE: 15.75 6" (E) IE: 16.23 6" (NE) IE: 1�.47 6" (NE) MATCH EXISTING �
<br /> REFER TO SHEET G. ' IE: 16.74 8" {S) � CHANGES FOR TENANT 4/26/2019
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<br /> TREATMENT UNIT SDCB #1 �j ` ' j � �j � � �
<br /> OLDCASTLE PERKFILTER � 0 48° TYPE 2 CB D � } � '�� �� �`�' � ' ' CITY OF EVERETT STORMWATER NOTES GENERAL NOTES LEGEND _
<br /> f � � ; � �- 1 R E T A I N I N G W A L L D E S I G N 1/1 4/2 0 1 9
<br /> � R I M. 1 6.8 3 2 9 L F 8 C P E P @ 0.7 6/o W!S O L I D L I D o. � � 4 i � 1, a- ;
<br /> IE: 11.73 8" (N) RIM: 16.50 � I } I � j ' 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR 1. CONTRACTOR TO COORDINATE DOWNSPOUT LOCATION WITH TYPE 1 CATCH BASIN ■ , .
<br /> C3.1 �E: 9.42 8" (S� _ �_ _ _ _ IE: 9.20 16" S � _ ( � ' � � �` ' � ' � s PUT INTO USE UNTIL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY THE ARCHITECTURAL PLAN. (EXCEPT WHERE Revisions: , •
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<br /> 6� I E: 9.2 0 1 6" (W) �'�� � j ��� � ! ' i � � ; C I T Y O F E V E R E T T. 2. A L L R O O F D R A I N S T O B E 6" R I G I D P V C E X C E P T W H E R E N O T E D. N O T E D A S T Y P E 1 L)
<br /> 9 LF 8" CPEP @ 0.90% _ I E: 9.2 0 8" N ' i � ; , � " �`' '
<br /> ` O �v� -�-, � ; ! 2. A L L W O R K A N D M A T E R I A L S H A L L C O N F O R M T O T H E C I T Y O F E V E R E T T 3. PIPE BEDDING AND BACKFILL SHALL BE IN CONFORMANCE WITH THE CITY PER COE STD. DWG. #402, 403
<br /> � I �O � „ � �- - - �;^� - `, ��' �'�' '' � � ; DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE EVERETT STANDARDS. Sheet Title:
<br /> � 4 3 L F 1 6 P V C 0.47% � � �_�
<br /> ! ! WSDOT/APWA STANDARD SPEGFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL 4. FOOTING DRAINS SHALL BE CONNECTED DIRECTLY TO THE STORM DRAIN TYPE 2 CATCH BASIN Q
<br /> O I L W A T E R S E P A R A T O R ' � Q � ' �E�' �� ���� ? �' C O N S T R U C T I O N (C U R R E N T E D I T I O N). S Y S T E M. P E R C O E S T D. D W G. #4 0 5 G R A D I N G A N D
<br /> OLDCASTLE 612-2-CPS � t ` 52 LF 16" PVC @ .46% C3ONNECT TO EXI�'fII�IG PVC�''iT�B 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED 5. RDCO#1, #2, #3, AND ASSOCIATED DOWNSPOUT CONNECTIONS SHALL HAVE
<br /> RIM: 17.90 L ��' i j FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE A MINIMUM RIM ELEVATION OF 16.50 FINISHED FLOOR FF D RAI NAG E P LAN
<br /> 3 , 1� .9.00 16 j(M) ' �
<br /> IE: 11.91 8' (SW) 5� , r � '� 6. A�L PERVIOUS AREAS SHALL BE RESTORED AND PREPARED PER THE
<br /> C3,1 ,_ _ „ - : _ ` �:° _ ;._: _, _ . „ ._IIE:��.Q�S��,6°_�,�) � , , , : ; ; , CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND
<br /> IE. 11;81 8 {S) ; a Q , � o «: ,- �;_ ; � I j � � TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH LANDSCAPE ARCHITECT'S SOIL REQUIREMENTS AND PER ECOLOGY BMP FINISHED GRADE FG
<br /> 24 LF 8' CPEP @ 0.95% � 18 LF 18 CPEP @ 3.24/o - � ,� }! ' EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL T5.13 FOR POST CONSTRUCTION SOIL QUALITY AND DEPTH.
<br /> S D C B #3 S D C B #2 � Y � ! T N O T I F Y T H E P U B L I C W O R K S I N S P E C T O R A N D A N Y C H A N G E S R E Q U I R E D S H A�L E X I S T I N G G R A D E E G Desi�ned bv: Drawn bv: Checked bv:
<br /> f L O W SP LITT ER 5 4" T Y P E 2 C B � i ���� � � a: B E A P P R O V E D B Y T H E C I T Y E N G I N E E R P R I O R T O C O M M E N C E M E N T O F R E L A T E D BEB BEB/TDW STK
<br /> " �°^` 54 TYPE 2 CB � � W/S O L I D L I D ,�;� � �' °. � ���' ��j`�� ' "� �y ! C O N S T R U C T I O N O N T H E P R O J E C T. E A R T H W O R K V O L U M E S TOP OF CURB TC � ;
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<br /> � W/SO�ID LID 3 RIM: 16.50 � �' '� `�� I{� � � ( ; 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN CUT: 7,050 CY -� •
<br /> � `� � RIM: 17.28 C3'2 ^ `� � ' � � �� � BOTTOM OF CURB BC
<br /> IE: 9.66 12 (N) �°ti�, ; '_� • � �� � � � � , ; EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO FILL: 17,250 CY Sheet No.
<br /> ' Q � ta IE: 12.81 18" �S)RD RD � IE: 9.44 16" (E) ,��; � �I-t�- � � � � � ! � STARTING CONSTRUCTION. NET: 10,200 CY (IMPORT)
<br /> � � Q IE: 12.14 18" (N) IE: 10.10 8" (S) ���: �'� � � '" � ( 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO TOP OF WALL TW
<br /> IE: 12.14 8" (NE) �, IE: 12.22 18" (N) � a� � � � � � . � � � , ; WASTE, DRAINS TO PUGET SOUND". THE ABOVE QUANTITIES ARE ESTIMATES ONLY
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<br /> INTENDED FOR THE PERMITTING PROCESS. DO BOTTOM OF WALL BW
<br /> Know what�S beIOW. D RAI NAG E D ETAI L NOT USE FOR BID PURPOSES. THE QUANTITIES DO �
<br /> NOT HAVE STRIPPING, COMPACTION, OR CUT OR NOTE:
<br /> C111 before you dig. � SCALE: 1" = 20 FEET FILL ADJUSTMENT FACTORS APPLIED TO THEM. FINISHED GRADE SHALL BE PAVEMENT 4 of 10 Sheets
<br /> ELEVATION WNERE SHOWN ADJACENT TO CURB
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