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1 REMDVE AND RELU10TRULT 8"GtG PER L.L.M.STO. 362 TYPE 1-8' '_45.,LF r.
_ . _ a _
A • A: 2.7 :`• . ,� -.-' P.I. O OVER Co" MIN. CA.l3.
3 2 CDNhT. 4" P.CC. SIDEWALK PER U.M. STD. 401 OVER 4" MIN. L.A.B..
0.50'/. ha► \GD'�i. /. �rOy D.50'/_ q. 2.12 % �X'�SGWE 2 T.W. O
V 6s A 16 lS4 'c• \ O 1 EA.
�. ADJUST EXiST�.D. m L COSTT. PARKWAY CULVERT PER .L.C.M. . STD. 9LT_ h 1'•0" T `
4• a CDNC. DRAIN hWALE PER DEIAIL'D' ;
- .\ V, e (ONLY WHERE iHDWN 1]NPLAN) EXIhTiNG GRADE O4 CUNST. DRIVEWAY APPROACH TYPE IL PER L.G.M. STD. 5EIA W�ZG X•'4' Y..S•' - 448 S.F. T -
PAD 65.9 PAD :fo5.9 PAD :M3 PAD: 653 PAD: C53 PAD %(o5.3 ;�,;.,,., OVER (&" MIN. LAB.
a 6s r N ELK. REI WRLL PER DETAIL 'G' O 1D]NST. /,LURAY SEAL TO C.L. OF STREET 1,221 h.F.
(bb. ? P • v E. F,F. (o(0.38 fflolo.38 �� F.T.-.M.77 F.F. - (65.77 F,F,: (65.91 F,F-V.97 ,' %i„
; +' O (1FWACTPAYFIMI)n IS DHTIUR ED }. RE OV EEREPLACEH3' FULL DEPTH WHILE AC.PAVIU ,G M L l _
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➢1,ATa:
' 54
\� r ra�� 41 MORTAR ALL JOINTS AND PLACE NOT OT CIDNT. (n" L3 1. PER CC M. STD. 307 • 1VPE 'C b'
F
L �{ /� e BITUMINOUS MATERIAL AND MOISTURE J ~tij
/ 6b� Oh 66 Oh T 6s pp /�6p9 i, �6s/ h�0 617/ h� 191 9 `IEC I ION A -A BARRIER ON 'THE LOURSL TO RECEIVE THE �8 COSTT. A.C. PAVING (SECTIUN PER h01Lh ENSI14URT
V�h l r \O V Eh �O w h' Y RETAINED BALKFIII.
/ QQ. �� �• 4• J ` s N s t E S \ .D 9 CONhT. te" CURB ONLY PER E.C.M. STD 3C1,1YPE
w NOT TO hLALE O
68 W\ � % ,, \` C. 9, p^ � 6r' (04.41 ti •��`� ` Y - -'
6 `s E4 �/ L4�_ 4i �0y -yll'- PROJECT 511E 10 CDNST. TEXTURED CDNC. PAVING PER LANDhI1APE PLANS.
3D f5. y DIRT SWALE O , ,
B 47 (OIO 7 13 v y9r ii CONhT. 4' P.C.C. GUTTER PER DETAIL A hHT. 1
! Q �6 F.h. _ 2
w 4\ ! LF
QQ' m w 13 27 6�? li '�- s LL .� 63 12 C�15T. 3' P.CC GUTTER PER DETAIL '11' SRI. 1
o
� 11,- �i-�v. BLK. RFT.WALL PER P.L. O Al
dj
13's V C 5 u \l DETAIL 'G'
21 '� � Q F5. Y li CONST. DOUBLE DFUVEWAV APRON PER DETAIL 'L' SN7. 1
-
Fh h:0.0100 pV chc 9 �� ati 29 ti \.I tq\N •r '� -
T.h. �' 9, V ��O ti �y EXISTING GARDE O ABANDON 1 REMDVE EXiST. Co" A.C. WATER MAIN ( REMOVE. Ah NECEhhARY TD ALWW L9.
7 7 Q�� / wJi' PROPER GRADING, FILL P0R110Uh TO REMAIN IN PLACE W / 14ACK SAND CEMENT SLURRY .y . •
ry JP y r_ rl_ 15 LDNST. WATER MAIN PER APPROVED PLANS.
(03,(o TW_-
;.' Vhi��•. -••- -- ._ s e�t'!'C tic �" .i '? OS V h' FS � - aP,- d �, Vim' I. ; � Ilo COSTT. CDNC. DRAIN tiWALE 11E0. DETAIL +D' WT. 1 ^ -
1� d ti r f 6S 4 n `• r /\. COME.. DRAIN 1WALE PER DETNL D
`
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T. q
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eD rn "� tia -.- 1 -►- J c, A a 1E CUkST. INLEET TYPE. I PER O .E.M.A. STD, 301 (H ;1*
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ph, u t: 6 �b I '� (SEE DETAIL F .1HT.1 FUR UTILE) ., . .
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1 f.. 2" -Q �iECT1UN B 8 xSLF ;
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Q L.:
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F.L. rs . V Vti. -� , 1? .9 REMDVE EXIST. DRAIN CONhT. h1 WER M.H. ➢ER C.M.h.D. h10. h 101: "
M �0 Q RC.P. PIPE EXISTING GRADE
W s O �Eh• 13 p �9 .: 1S• v<, CORS1. SEWER RH PER C.M.S,D. h1D. h• 100 F, - LA. i
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2
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- � L'ONhT. ARDP M.H. PER C.M.h.D. STD. h•102
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(05.310. 6
R ►� l� Vh ti• r j 617 '`, ti C` rn 19 '•. 90 21 LONST. 4" NEWER IWERALS (P.V.C. DR- Y.CST (110 EACH UNIT 11 TO POOL WAi .
(05.17 TC. s LC' 27 .�3 h. M r
-. 2 s `� ! 9 28 ZD r! e 1
105.27 F.L. -`1 Is '�j�� ��► 25. C0N5T. 8" SEWER (V.C.P. MUST HE USED WIiH1N PUBLIC A /W, P.VC. MAY BE USED
cA M 6 .;, 27 15 .e'BS I Q w +,`^ 6/ DNhITE W/ ROCK BEDDING.) f' i
rn ,� • h, 4 ? a w , 6 +�' �, - _ o r O TRENCH RE ➢LACEMENT PER C.C.M. 410. 901_ 1.4 .. MIlNTF 111tiTA _
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(05.13 F.L. Q f 63.05 F1 6j " L
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Q 1 h 63 Nom' 4" : {"
`VENUE
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hHALL BE LONST. PE 'Q 4
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27 % M CONE. DRAIN 1WALE PER
6q 1 I 00 Gs C] h �, DETAIL 'D' 10NLY WHERE : T,
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a 69 ,o,, :� '� I ^s ?� �- T`f PICAL STREET_ SECTION
E� N 6 2T` 62.92TC. , AiECTiUN D • D
27 2.42 F.L. 6 \ NOT T0.4LALE -
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FOR DETAILS DF POOL AREA
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