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N87'`IK 26„W ° A PORTION OF SECTION 17, T 29 N, R 5 E, WM <br />-- ------ — 123 os _ <br />N87. 18' 26"W ---- —/ -�- <br />R\, 2�} <br />NC:>FR?'H <br />I 0 10 20 40 <br />5 /( <br />86.06 , <br />N87. 18' 26"WI / 6 pa \ <br />(� ! 6 <br />CL <br />CONSTRUCTION NOTES STORM DRAINAGE CONVEYANCE DATA z Z <br />000NSTRUCT STAIRS CONNECTING W i— <br />1 \ h\ I TO EXISTING SIDEWALK J <br />I \ \\ ��'-A .� � � 2 GRADE PAVEMENT TO SHEET FLOW TOWARD LAWN O 840RF DRAINAGE SWALE �:.J RAIN GARDEN W/ UNDERDRAIN �/ � <br />801 �\ \ \ 734 � �� <br />�% PER DETAIL ON SHEET C4 ct Z <br />S 0.50% UNDERDRAIN INVERT ELEV = 106.0( 0 0 <br />\ \ \ ea ��� o> v' i9 0 <br />�. �� O CONNECT BUILDING TO EXISTING WATER SERVICE oc'S �/ Q <br />� F— (' <br />8 . '• ' \ \ \ � � �� O CONNECT BUILDING TO EXISTING SEWER STUB O S2»0 50% CULVERT 6-LF �.rJ SDCB #1 - TYPE 1-L (� Q. � z <br />O3 I + \, \ \ W/ FLOATABLE MATERIAL <br />1 ! SEPARATOR, GAS TRAP Z Q = <br />I t1 O5 RE -CONSTRUCT EXISTING DRIVEWAY TO FIT NEW DRIVE "3 AREA DRAIN W/ ATRIUM GRATE & BEEHIVE GRATE 0 ( z <br />I\ 0 ISLE PER C.O.E. STD. DWG 315 PER DETAIL ON SHEET C4 PER DETAIL ON SHEET C4 Q Q <br />° \ 736 Q�� RIM ELEV=110.10 RIM ELEV = 109.50 (D �S <br />805 COORDINATE WITH GAS PURVEYOR FOR RELOCATION OF INVERT ELEV=109.60 INVERT ELEV = 106.00 <br />�� � � <br />O EXISTING SERVICE AND FOR SERVICE TO CLUBHOUSE O <br />J� <br />° O w = \ \ \ a,g`a O 58 LF - 4 PVC PIPE 15 LF - 6 PVC PIPE ( W w <br />807 .� \\ \ \ \ ®S •••��� FOR WALL DRAIN CONNECTION TO .CLEAN OUT. LY_ <br />s �• EARTHWORK QUANTITIES `� w w <br />_ O 58 LF - 6" PVC PIPE 10 33 LF - 6" PVC PIPE _ I� W <br />\ \ CUT 208 BCY TO CLEANOUT TO EX. SS PIPE Q rye w <br />FILL - 254 BCY IJJ <br />h 6 � <br />o 16 LF - 6» PVC PIPE 11 INSTALL SIDE SEWER PER w <br />Z <br />1 \ \ \\ \\I 00 c NET IMPORT - 46 BCY TO RAIN GARDEN C.O.E. STD DWG 602 <br />ENGINEERS CERTIFICATION: QUANTITIES SHOWN ARE <br />° • . \ 1 \ \ \ \ ' ® 802 NEAT VOLUMES. DERIVED FROM INDUSTRY STANDARD <br />0 V <br />\ 1 \ \ \ \ \ METHODS. V <br />U) <br />T. ADHERE LAWN, CRUSHED ROCK <br />COPITOGTOP I UNIT WITH OR CONC. SEE PLAN <br />\ \ 1 1 \ \ \ \ \ CONCRETE ADHESIVE <br />I <br />o 811 ��,\ \ o, \\ - \ \ <br />C/) N • a `� \ \ III-1I I —I I I� <br />oN \ , \ \ \ \ , CONCRETE BLOCK RETAINING I =III=III=I <br />\ \ \ \ , r'� WALL UNITS. 6 HT. COLOR <br />0 � 813 �• . �\ ' \ �� ` \\ \ oo TO BE DETERMINED.14 <br />.... . <br />8" WIDE DRAINAGE <br />81 rJ \ Nt \ \ \ © \ DOWNSPOUT TO ��� 4' MAX HT. = LL WITH <br />WASHED DTRENCH IRAIN ROCK -a \ \ 6" ROOF DRAIN <br />..®• • \ t \ \ �\ \ (TYP)BURY A INIMUM OF HALF OF <br />� \ .•: � III=1 I ICI I I <br />FIRST CO RSEMEXTE D BASE ROCK I I I= <br />\ COURSE 6" FROM FRONT OF WALL. <br />110 3 > \ DO NOT SLOPE GRADE MORE THAN <br />1/2" PER FOOT AWAY FROM WALL I —I <br />2 808Ss <br />� III <br />110.71 Ss <br />WALL DRAIN I I�i ". L I I z N <br />" 110 ss °. 4 \ \ 11 8 (TYP) ®�, a. III e°. ®. <br />a <br />1 1 ° ° ° •. ' e ° /' cP� ° ° °\ / \ \�\ \ 81 0 ��� t�� F` 5/8" MINUS COMPACTED BASE _ _ _ _ III N 0 <br />" :.. ' s • •. '• ` v1 �' ROCK. 9 DEPTH MIN. —III=IIi=III=i I I= I=iII— � � <br />' • ° / / \ ' �, j o\ `scA, 4" PERFORATED DRAIN. CONTINUOUS W � � c <br />BEHIND WALL. CONNECT TO STORM V <br />10 \ DRAIN SYSTEM G O <br />8 21 \ o \ NOTES: �, � <br />Q tl� <br />, 1. BASE ROCK FOUNDATION SHALL BE A MINIMUM OF 9" DEEP PLUS ONE INCH FOR EVERY FOOT OF WALL HEIGHT. W <br />0 <br />-a . °� \ \ 2. BEGIN LAYING BOTTOM COURSE AT LOWEST POINT OF WALL AND COMPLETE ENTIRE LENGTH OF BOTTOM O Z N <br />0 9 I \\ l ° : ' co <br />4 \ $\ COURSE PRIOR TO PROCEEDING TO SECOND COURSE. Q Q <br />\ / 3. BEFORE INSTALLING ADDITIONAL COURSES. IT IS RECOMMENDED THAT THE INSTALLER FRONT FILLS AND BACK <br />\ \\ /\ '11Q�'. o\ / FILLS THE FIRST COURSE WITH BASE ROCK AND COMPACTS TO ENSURE STABILITY OF WALL. O <br />o"' \ �' ° \ \ 81 4. STACK ADDITIONAL COURSES IN RUNNING BOND PATTERN SO THE MIDDLE OF THE UNIT IS ABOVE THE JOINT <br />o BETWEEN ADJACENT BLOCKS BELOW. ALL COURSES MUST BE CONNECTED WITH ADHESIVE. <br />2 823 " ® � \ •,` 5. DO NOT EXCEED 4 FEET IN HEIGHT. WALLS OVER 4 FEET IN HEIGHT TO BE APPROVED BY STRUCTURAL REVISIONS: APPD. <br />7 �' e ENGINEER. <br />z / s TW: 113.9�4 <br />LOCK BLOCK RETAINING WALL DETAIL <br />f — — �` <br />Z g ` \ i 818 NOT TO SCALE <br />6 o <br />w CLEANOUT ~ <br />_ (TYP) ( 2 <br />U 5 \ i s° \ cA "gr�. EXISTING GRADE <br />o <br />LOCK BLOCK WALL <br />a <br />d \ TW: 11 >ds u'c�. SEE DETAIL PER THIS SHEET <br />DATE: MARCH 2O17 <br />o i / �/ S r \ B 12. s1 o�� `� �� CONCRETE CURB slows DESIGN: JNM <br />o 7 8 51 S n 8J 5 8 5 7 a ��ti 6`Z lif1 �1 FOR PARKING SPACES DRAWN: APDC <br />CHECKED: <br />o . <br />o { 106 <br />1p <br />2' SWALE 5' SIDEWALK REVISION <br />NUMBER: <br />\ 6» <br />\ f P 2�X ' <br />\ s88• 41' 02"E SCALE: 1„ =20 <br />`6 W89.32 i <br />C5 <br />2" HMA CL PG 64-22 PROJECT NUMBER: <br />a a <br />(COMPACTED DEPTH) <br />4" CRUSHED SURFACING BASE RMCAOOOO-0009 <br />CONCRETE PAVEMENT COURSE (COMPACTED DEPTH) <br />GRAVEL BORROW OR SUITABLE DRAWING FILE: <br />S88° 41' q2"E -- ��-"'144.3g3.g BASE AS APPROVED BY ENGINEER <br />_286, <br />Q 89.32 R- Ec-IM-003-RMCA0009.dwg <br />r O <br />O N <br />N <br />r r <br />to v <br />.i m <br />oCD <br />�. <br />om <br />A PARKING LOT CROSS SECTION SHEET N0. <br />NOT TO SCALE C 3 <br />of 4 <br />