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- N-87--1 2j W _ A PORTION OF SECTION 17, T 29 N, R 5 E, WM
<br />17
<br />---- - - 23_:_0f l
<br />N87® 18' 2FW ----- - - -
<br />O RT H
<br />i 0 10 20 40
<br />86.06
<br />6 z
<br />CONSTRUCTION NOTES STORM DRAINAGE CONVEYANCE DATA w
<br />w
<br />CONSTRUCT STAIRS CONNECTING TO EXISTING SIDEWALK
<br />STORM DRAINAGE SWALE ��`►
<br />,.•� ,�„ 1 $ RAIN GARDEN Wf UNDERDRAIN
<br />\= ! GRADE PAVEMENT TO SHEET FLOW TOWARD LAWN C 84-LF PER DETAIL ON SHEET C4 D L.L� Z
<br />�k S=0.50 BOTTOM LENGTH = 28.0' O
<br />`''3 CONNECT BUILDING TO EXISTING 3/4" WATER SERVICE " BOTTOM WIDTH = 1.0' °
<br />4 CULVERT 6-LF
<br />2 UNDERDRAIN INVERT ELEV = 105.00 � � � �
<br />\ CONNECT BUILDING TO EXISTING 6 SEWER STUB PER S=0.50% BOTTOM ELEV = 108.00 Z <C X
<br />' �, C.O.E. STD. DWG 602 AREA DRAIN Wj ATRIUM GRATE TOP ELEV ELEV -109.0 0 06 0 co
<br />1 f I RE -CONSTRUCT EXISTING DRIVEWAY TO FIT NEW DRIVE `---' PER DETAIL ON SHEET C4 � `"�
<br />° ISLE PER C.O.E. STD. DWG 315 RIM ELEV=109.60 9 SDCB 1 - TYPE 1-L 0 co
<br />IE (NE&SW) =108.72 W FLOATABLE MATERIAL 0
<br />'''' COORDINATE WITH GAS PURVEYOR FOR RELOCATION OF SEPARATOR, GAS TRAP � O �~--
<br />� / EXISTING SERVICE AND FOR SERVICE TO CLUBHOUSE 4 58 LF - 4" PVC PIPE & BEEHIVE GRATE W
<br />o's, , - -` G) FOR WALL DRAIN CONNECTION PER DETAIL ON SHEET C4 �... .�
<br />0
<br />0 q d ''` REGRADE AREA ABOVE WALL 3H:1 V MAX TO FIT RIM ELEV = 109.00 z LL! •�,,W,
<br />58 LF - 6" PVC PIPE INVERT ELEV = 105.00 -- [L' W
<br />TO CLEANOUT Q Q W
<br />EARTHWORK QUANTITIES SLOPE = 1.00% 10 15 LF - 6" PVC PIPE w
<br />' 0 TO CLEAN OUT
<br />1 :CuCUT - 196 BCY 6 CLEANOUT
<br />A FILL - 254 BCY ..J
<br />iE (NE&NW)=108.14 11 33 LF - 6" PVC PIPE
<br />,✓"",7 . �`'° � ''" � � �` � � NET IMPORT - 58 BCY TO EX. SS PIPE 0C..J
<br />�
<br />,� 14LF-6"PVC PIPE F--
<br />"+ `r./ INSTALL SIDE SEWER PER U)
<br />�` ENGINEERS CER11FICAIION: QUANTITIES SHOWN ARE TO RAIN GARDEN 12L P = C.O.E. STD DWG 602
<br />.� S 0 E 1. 0 Q% 0
<br />NEAT VOLUMES DERIVED FROM INDUSTRY STANDARD
<br />_ METHODS.
<br />1 GUARD RAIL PER
<br />PLANS ARCHITECTURAL
<br />04 -
<br />LAWN, CRUSHED ROCK
<br />( cv I G COPING UNIT. ADHERE
<br />t cv \ TO TOP UNIT WITH OR CONC. SEE PLAN
<br />trf ! fir-' CONCRETE ADHESIVE
<br />�, �•., � � �' � � �, � � � "ate. � �'
<br />04
<br />co
<br />J1 DOWNSPOUT TO \,'.al
<br />1 6" ROOF DRAIN
<br />d_
<br />1 I CONCRETE BLOCK RETAINING i !
<br /># p
<br />WALL UNITS. 6" HT. COLOR 1 y= 19 p I I
<br />8 1 i TO BE DETERMINED.-
<br />/P 110r7 l `g= 8" WIDE DRAINAGE
<br />s, f 4' MAX HT. q TRENCH FILL WITH
<br />� . / •, WASHED DRAIN ROCK
<br />808
<br />SS SS q �.�r. BURY A MINIMUM OF HALF OF i— d
<br />d b FIRST COURSE. EXTEND BASE ROCK _
<br />_ 110.71 WALL DRAIN, " z r
<br />-- � 4 �' , d ' � � �, ,�. COURSE 6 FROM FRONT OF WALL. #
<br />SS ` ° (TYP) �, DO NOT SLOPE GRADE MORE THAN -- o
<br />s / 114.00 cP.o " to cv
<br />1/2 PER FOOT AWAY FROM WALL I z w ao �
<br />e •/ ,fi , a � � f 3F �, �rsy�k c r "�� �"�� i air '! � f% c5' � �✓` �
<br />co
<br />>:�j`%"' g 1 • {:`. '" z,'.y z. yi / N ^, E s,f a r:S', SS {i z ..> q.iy?' Y..\ `K,,,.�^,'`,✓ / i-.-...,—.— S.
<br />f�� d ' �•:Yu"r`�X y, a�` +r. ; r tq fr'; .11 `r y"` r".; � � e s?i 2�>N a,..t ram', �'�d�... :;� _ � +" G a > V%
<br />%4- .V•
<br />jj p}p
<br />.._:.,a. , mf t€ `§ :: r � t ��r � yya ,F,§'✓,E',� r t§ z ,a.. r �} ^7 r��,ti "�i-, a 'tit s. :..� r x" t: ray m+,�� �v z.s.
<br />a
<br />_ 9
<br />" r _.... �.—a.. �� r
<br />1, {,.u,N as rt.: f Y' Wfi." y`§t ?r 7 l ✓.fn, 5ra.:rC.,, §"`ttl,,u ,a+§:n:. .,, y j) j} _
<br />F <.a c Y. k s'a';•' .,' S,,tr t, ,^. ,. r. •a .,""`.t' .?,. C i.. a`^"^ <.. z. ; . g. t-- ' 0
<br />'= ,,,; x a §' V t+t.. u r ,g .: �u a�� +:'�` �x,� t ,'�.n -�. � .o §' ��".; F . , , . _$,., - / f .. .- � .. ..., ,. :�. •� O
<br />,: y +s r tr 'x ` hr ;- e t a r i:: t a, t ;s§.`�,• +� `.. y7S 91 U) e
<br />CLEANOU I a
<br />I- a�
<br />5%8" MINUS COMPACTED BASE >
<br />/ t.
<br />( ) ROCK. 9" DEPTH MIN. I jjI �i
<br />G co
<br />3 ' dZ ccm
<br />o
<br />' fi, yr w r z f 1 § E§ i `! a, ,. `• '; t f x l x r ' µ . ` � A , -,. r,;-. • 5 } r � �z 4" PERFORATED DRAIN. CONTINUOUS � d r r .
<br />10 d"', BEHIND WALL. CONNECT TO STORM
<br />r u''t r cam,
<br />405' DRAIN SYSTEM
<br />qN
<br />•1- - ,.': t0.1 2 .n ,r t •f �L
<br />� „ � r ant; � ' • 11 .�S �� z �� r r ��
<br />o; 9 � � s ��� ,� "'� r r �*` , �° • ' -• """ � �'''' hh>��a ,, 816 1. BASE ROCK FOUNDATION SHALL BE A MINIMUM OF 9" DEEP PLUS ONE INCH FOR EVERY FOOT OF WALL HEIGHT.
<br />4° �? t g�1
<br />r d • r �. 2. BEGIN LAYING BOTTOM COURSE AT LOWEST POINT OF WALL AND COMPLETE ENTIRE LENGTH OF BOTTOM REVISIONS: APPD.
<br />a 1 ' COURSE PRIOR TO PROCEEDING TO SECOND COURSE.
<br />c3 �. _
<br />m g �� � � TW: 114.0@
<br />I 3. BEFORE INSTALLING ADDITIONAL COURSES. IT IS RECOMMENDED THAT THE INSTALLER FRONT FILLS AND BACK
<br />p ' �TA 3 r,, '. 111.Z FILLS THE FIRST COURSE WITH BASE ROCK AND COMPACTS TO ENSURE STABILITY OF WALL.
<br />' Z ROOF DRAIN � � � � � 4. STACK ADDITIONAL COURSES IN RUNNING BOND PATTERN SO THE MIDDLE OF THE UNIT IS ABOVE THE JOINT
<br />�� �� �� �� �� BETWEEN ADJACENT BLOCKS BELOW. ALL COURSES MUST BE CONNECTED WITH ADHESIVE.
<br />cis DISCHARGE PT. z_ _�--ea... . 111° 81 8
<br />z IE=109.00 =y, ; . -' 5. DO NOT EXCEED 4 FEET IN HEIGHT. WALLS OVER 4 FEET IN HEIGHT TO BE APPROVED BY STRUCTURAL
<br />PARKING AREA 109 �,� �` ' � ENGINEER.
<br />DISCHARGE PT ' 7 1os--__ d d a it
<br />LU IE=108.00 2 .. 110 8 ,
<br />6 5 �d LOCK BLOCK RETAINING WALL DETAIL
<br />1 1 �oil NOT TO SCALE
<br />3
<br />M g. 4 :` 1#O:1f1'° 1 'car°
<br />/ -- - - TW: 11 REGRADE AREA ABOVE DATE: AUGUST 28, 2017
<br />o �, B :ri12. DESIGN: JNM
<br />o r , �,..� �� 0 RETAINING WALL 3H:1Y MAX TO FIT
<br />. , : �ti ' DRAWN: AFDC
<br />a '`,L /3I GUARD RAIL PER
<br />$ ' _ __ 8i �1 ' ARCHITECTURAL PLANS CHECKED:
<br />O 106
<br />LAPPROVELOCK BLOCK WALL- REVISION
<br />o
<br />{�� 1 a '` CONCRETE CURB STOPS SEE DETAIL PER THIS SHEET NUMBER:
<br />h'`_ FOR PARKING SPACES
<br />SCALE:1 "=2fl'
<br />e �'' L2C SERVICES DATE
<br />s88 41'
<br />m.. 89.32. �.
<br />oEROSIONPUBLIC WORKS 2' SWALE 5' SIDEWALK °
<br />=
<br />u �� ? , „� '' 9EPARTMEN7 8>,-------{ ...---- PROJECT NUMBER.
<br />:„
<br />a ¢ �— WATER
<br />MAX r ('� (�j(�j"� (��j Q
<br />L to f,
<br />�.>. A PUBLIC WORMS PERMIT IS ° ® RMCAOOOO-0009
<br />_ ' ANYREQ
<br />IRED PRIOR TO STARTING
<br />m Im CONSTRUCTION ON THIS �>
<br />SEWER
<br />PRO3ECT. APPPOV L FOR THIS � / f 2�" HMA CL �", PG 64-22 DRAWING FILE`
<br />----14 3'3` PROJECT IS`COPSCTTI�O,a2 PER (COMPACTED DEPTH) EC-IM-003-RMCA0009.dWg
<br />88• �, i�2" _. _._-------m — -- � TRAFFIC CURRENT �/A DS AND
<br />Q ¢ 39.32
<br />�✓EXPIRES UNLESS
<br />4 o N -- BEEN ISSUED. PERMIT FOR CONSTRUCTION HAS
<br />�, .- CITY ENGINEER 4" MIN PORILAND CEMENT 4" CRUSHED SURFACING BASE
<br />COURSE (COMPACTED DEPTH)
<br />r. n
<br />ao
<br />N g
<br />0o co
<br />ODco
<br />'" ---- -A�0 ----- - - - _ CONCRETE PAVEMENT GRAVEL BORROW OR SUITABLE SHEET NO.
<br />BASE AS APPROVED BY ENGINEER
<br />A PARKING LOT CROSS SECTION C3
<br />--- NOT TO SCALE OF 4
<br />a. co
<br />
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