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q <br />P. 0. C. <br />NW CORNER <br />OF LOT 10 <br />......•••••• GRADING NOTES• <br />COVERED 1. PAVEMENT SPOT GRADES SHOWN ARE FINISH PAVEMENT GRADES AT <br />THE FACE OF CURB. TOP OF STANDARD CURBING IN THESE <br />AREAS IS 0.5 FEET ABOVE THE EDGE OF PAVEMENT, UNLESS <br />NOTED OTHERWISE. <br />2. SPOT GRADES AND CONTOURS SHOWN IN GRASSED AND <br />PAVEMENT LANDSCAPED AREAS REPRESENT FINAL PROPOSED GRADES AFTER <br />PLACEMENT OF SODDING AND/OR BEDDING MATERIALS. <br />-x -x - PROPOSED <br />FM <br />SILT FENCE REMAINDER OF <br />LOT 10 <br />(NOT INCLUDED) <br />,•• ,MATCH <br />•••° ••� i ±73.8 <br />.� <br />FLOODPLNMATCH <br />N LINE ,..•• •f74.5 <br />EL 75.1 " <br />MATCH • • �6g,5 i , p S <br />f74.6 . �• i �2 s� <br />��� • ®,..• • 56 �� �� FLOODPL N MAT <br />FLOODPLANI UNE , •• • ~• �' x��. <br />EL 74.2 <br />x <br />lol <br />POND P, ` ��� <br />7106=75.5 �3• <br />•• see* ••• <br />• • • <br />M• • •• •• • to • <br />MATCH <br />/ <br />TRA CT "B " <br />±73.8 <br />C <br />WETLAND <br />/-•• <br />e... . • ••• . too • •o to • •• . ATION <br />\ <br />AREA <br />•• •••• •.. <br />•• <br />• e . <br />••• • •• • •• • <br />\ <br />\ <br />3 <br />MATCH <br />\ <br />'pS- \ <br />±73.6 <br />\ <br />� DHW(25)=74.89 Q / <br />DLW72.95 °• • MATCH / <br />1`° RPRAP, TYP• PARC BOTTOM=72.50 x ±73.4 / <br />_.. • SEE DETAILTYPE "C• CONTROL STRUCTURE. ,1a� °,• / <br />L=150.89 / 75.55 SEE DETAIL ON SHEET C-6. <br />CH. =114.16' 117 LF OF TYPE "F' aR8 • `• MATCH / <br />MATCH 75.9 ... ,SUMP. SEE DETAIL rrr er t74.5 / <br />. .......... •.... • ....... • . ... .. • NOTE: 3:1 SLOPE t74.8 CONCRETE FLUME ON SHEET C-6. N`L �• / <br />76.15 75.4 \ •t, •S'. (INCL UDED) � / / <br />FARO <br />76.4 75.6 <br />76.15 <br />MATCH 75.8 75.65 • ti, �� �o �0 / <br />RADIUS NOTE: 3:1 SLOPE ,±75.4 ®°• / \ Q Tl \�•t� •ti 4:1 MES / <br />d� A� IW EL 71.5 <br />POINT ' <br />MATCH ,.• • "` O <br />�g4 o FND NOTE: 3.5:1 SLOPE t7fi.D' /° • G F LOT 10 <br />75.85 \� �� 28 LF 15' RCP PGA <br />�9. ASPHALT I/Y�•.eIdl76.0� ,. x 0.36% <br />CUL-DE-SAC PROPERTY LNE, TYP. / 77.0 901 SNE a 76.1 fl x <br />MATCH •' TOTAL AREAzA \ !`� o MATCH <br />rk ±73.8 <br />.2.576.2 ` a 76.0-5 <br />s LOT 6 <br />MATCH / 77.65 75.7 3� MATCH / <br />'. FOR OETAILS. / <br />e P.R.C. t78.7 x �1$ ® a ' 76 5 �` \ • : r �1�, t73.8 / <br />R=25.00` 5/8" FIR <br />�s <br />1 �,c576.7 r 75.85 / <br />WATER � ' <br />" ° 75.8 / <br />Oi <br />78.0 <br />METER °QC . ATE STRIPING,760 OMMER, TYPL =24.01 <br />/ <br />P MATCH ,��� <br />p CH. =23.10 t78.7 25.0° 77.0 IN "RED' ARE F r 76 15- <br />,�. O O T 10 a W� , <br />• •• •o • • • • • • M • • • • s • • s , • • •I a ,y e: •� OP OF COLUMN FOOITING. "' ' �` o�. / <br />�o� ALL LOCATIONS t� / <br />k2 INCL VDED <br />:. /� <br />to '� 1/2" FIR a ( .. 77 1 x1��,( 7 . 1 \ <\ <br />-' 6 3 • , <br />77.3 \ <br />MATCH � Y o fi.4 6 <br />t78.1 :: NOTE: GUIDING hIWMl1EU <br />i 5 � 7 .1 \ e <br />EXTM POKIER TREES • R LIGHTS (EY <br />y BOX TO REWIMI 0�, 77.6 r ... • •, _ .... .:: � 6.6 � / <br />g _...... <br />� MATCHEXMSTNiG GRADE AT THE 76.25 ±75.3 O <br />= BACK OF CONCRETE VALLEY CURB <br />J <br />R=9$9.33 r MATC'' 30' WIDE GATE. SEE /� <br />±77.9 77.7 76.45 / / REMAINDER OF \ <br />L=200.34' ���b g� o / MATCH / LOT 9 `\ <br />v CH. =200. 00 ` g 1A' i 78.0 78.0 77.05 s 1 76.55 175.5 / / / \ <br />W _ _ (NOT INCL UDED) <br />EXISTING r WATER WW 78.3 PREVIOUSLY 77.2 _MATCH / <br />EXI5TNG FIRE HYDRANT IT, REIIWED f �� f75.7 <br />(WH-A-08514) TO RENWN� T TREES 76.85 UGHf POLE,�� <br />-111 $ 1 77.35 <br />� MATCH ,-, <br />Q D �$36 177.8`, e�P <br />FIl�R 77.5 0 77.0 MATCH / / V HYd'rANT <br />N to PREVIOUSLY �cs 77.25' ' t75.6 <br />'O BEHOVED 77.65 NOTE: 3.75:1 SLOPE <br />D TREES r •• • • <br />r G) ° "; ti WIDE GATE SEE NOTES FOR DET • , .•• 76.4 / <br />77 75 KNOX BOX AND SIREN ACTIVATEDGATE SENSOR TO BE PPI <br />,..• <br />0. <br />FIRE RESCUE DEPART ENT ACCESS. 77.45 ° <br />• <br />C /,. <br />MATCH S <br />TTl T ;� i ` • UTILITY NOTES: <br />tri f77.7,o LT FENCErY , P /!: <br />�p D �� 0 77.65 <br />1. EXISTING WATERMAIN LOCATION IS APPROXIMATE. <br />REMAINDER OF /, <br />R1 •° <br />( ° <br />� 77.$5!-•�' LOT 9 // °. 2. ALL DISTURBED AREAS WITHIN ANY RIGHT-OF-WAY SHALL BE <br />MAWH Won GRADE AT THE 3� " / RESTORED TO EXISTING CONDITIONS PRIOR TO CONSTRUCTION. <br />BACK OF CONCRETE VALLEY CURB 78•O 1 (NOT INC UDE ) /// DISTURBED AREAS TO BE SODDED. <br />0 NOTES FOR DETAILS. LOT MATCH �3h 7a.o // 3. ANY MATERIALS REMOVED FROM THE SITE DURING <br />D5 ±77.35 / CONSTRUCTION SHALL BE PROPERLY DISPOSED OF OFF -SITE <br />o� 1�� o N MATCH / / OR AS DIRECTED BY THE OWNER. <br />±77.9 / FENCE AND GATE DETAILS: <br />A\ 4. RESTORE ANY DISTURBED AREAS ON -SITE TO EXISTING <br />Tn�1�g �� // •• INSTALL 949' OF 6' HIGH #9 GAUGE CHAIN -LINK CONDITIONS. THIS INCLUDES WALKS, LANDSCAPING & <br />FENCE (GALVANIZED) WITH (4) 6 5/8" X 10' 6" IRRIGATION, UTILITIES, ETC. <br />GATE POSTS SS40, 2 1 /2" X 10' 6' TERMINAL <br />1 / POSTS SS40, AND 2" X 8' LINE POSTS. 5. CONFIRM, LOCATE AND PROTECT ALL EXISTING ABOVE AND <br />a / • • INSTALL 3 STRANDS OF BARSWIRE, #9 GAUGE BELOW GRADE UTILITIES IN THE PROJECT AREA. ADVISE <br />BOTTOM TENSION WIRE, AND (2) 30' CANTILEVER ENGINEER & OWNER OF ANY CONFLICTS OR DISCREPANCIES. <br />y R=989 33' // GATES WITH (2) LIFT MASTER COMMERCIAL SLIDE 6. CONTRACTOR SHALL INSTALL & MAINTAIN ALL SILT FENCE FOR <br />GATE OPERATORS (W/ VIZ PEN PHONE ACCESS), THE INSTALLATION OF WATER LINE. <br />® •.••••••• •• /// (4) GOOSENECK KEYPAD STANDS, AND (1) 12' <br />L120.82 <br />DOUBLE GATE WITH 949' OF BLACK WIND SCREEN. 7. ALL PROPOSED LINES TO HAVE A MINIMUM OF 36" COVER. <br />CH.=120.75' <br />V <br />O <br />CALL 48 HOURS <br />' BEFORE YOU DIG <br />Its the Law! <br />1-800-432-477( <br />SUNSHINE STATE UNE CALL ter rLVKIUN m6. <br />R=60.00` <br />• e • • • •e s •• • ••••••s•s •••• <br />FENCE, 0 TYP. SEE NOTES FOR I.S.DETAIMATCH 75.3 <br />POTABLE WATER METER ASSEMBLY DETAIL <br />SCALE: 1 "=5' <br />'III <br />V <br />z <br />z_ <br />aoz <br />J <br />w <br />06 <br />a. <br />o <br />z <br />n <br />V <br />W <br />V <br />n <br />09 <br />j 1 <br />CI)OLnM <br />mMtM <br />a <br />OOJ <br />ZW <br />�i-. <br />SWOW <br />�(ma <br />mU <br />Z>Z(0� <br />U 04 J <br />W <br />3 <br />a <br />O <br />Im <br />0-4 <br />