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6 G.I.P. �.Fp� 9 0 \\\ ___SDNH PAVEMRSH
<br />eq T,
<br />w/concrete fill 35• '�� ��o �, P BBC P:iR.o3 TDP 11411
<br />.1'L+0.2'
<br />8c cap. Paint P1t3- _ o
<br />reflective yellow.
<br />3.24% azg
<br />III -1 III -1 I- z 5,, \
<br />•QAC DIKE
<br />Concrete s /� P:115.-30 � P:11C87 0� DD ,%�.: 112.
<br />057
<br />1 8 OX36 deep 3 i��� G�E� �� '00� 53' @ 3.897. ANG PT
<br />811
<br />NV: 06
<br />BOLLARD DETAIL _'W ,4
<br />asP:
<br />Not t0 Scale :; {rn°_� �. i � % 115.54
<br />Et. 111.84
<br />----
<br />i PRC %3
<br />i 113.0
<br />P: 116.29 115.78 6 A DIKE ••��-P_: 114.83
<br />v P:11498 ()
<br />128128 `-C
<br />v / G:118.2 x � -
<br />WELL SITE EG -25 5 A AC DIKE
<br />t - � � �- Ci1 � "r
<br />126 - - - - �''s- 126 i (,) � FLUSHING TEE 'Jj�1J�1
<br />. 1 :.. ,.� .. P 116.87 P:L15.13 �6'AC DIKES ONAB AS '�. P:IL1 21
<br />124 ��. _ 124 �® l Gi 1T� DIKE-,, ON
<br />+ 1P 103.45
<br />6 r ♦u �3 �� l& VALVE
<br />E , G:109.8V
<br />- _
<br />pit DO � b ✓ / DICE _ ,p'11477 DEVELO �
<br />122- • -- - - - - 122 FENCE LINE & P L - �Pa13.5 : /� ' �\ DICB; SEE DETAI SHEET 4
<br />- ANC PT 8'1Y� SEE DETAIL ON SHEET 4 INV:IID.O ��,.� PpOj gD �� �x� P112.0 1
<br />.. PV' :110.5
<br />INV: 112.50 - . ' 114 TOP.110.8 V �NV.-107.3 ,
<br />120 \ \ EX GROUND ATC . `120 �/ NSTALL "DO NOT ENTER" �' , • P:114.75 -. (2 [NV:107.8 �\ o o P:110.83
<br />G 120:5: F�-T,�AFFIC SIGN -RII / '� �}� i/ //' `
<br />® e._.�, x CONST AC
<br />F.f'Y - � �'o� � � s � P'
<br />114.55 � SPEED BUMP
<br />118 - - 5' PAVED SHOULDER `S 118y/may I1440 ` 12"SD
<br />15+88.54 C1f45 @ -0$ SLOP$ G-114 CB J , / 1 T i :107.0
<br />(540.90 CB - TC:12035 %� 11478 IG
<br />SHOULDER E.P:118.06 WELL HOUSE 159. LP "" �2S
<br />Pat853 P11985 - V " 11' �" w �, _ ^ Gai2.D x .- INV / E.P.
<br />116 .. WELL troa5� / :11s �, I (�r�nfdT �: t FF:115.0 -- L5' R=5 F -o -D.
<br />KEYSTONE BLOCK WALL - .r 8" Dta 3.5 HIGH ¢ v
<br />DISCHARGE
<br />l• OLL4NDs s• C,�C 21 '
<br />A r v� Tlilf 41Na CONCRETE EP u4.4s� „W 17+00 24 SD
<br />114 - 2.3 17+0.87 CL114 SEEj SHEE� ��. I. F ,� _ G120.5 G:114.5 APRON P11478-R=5•FOCPR9POSED CRADE AT G 112.2 P 110.87 '�, �' 157 ✓+. P 111 22 „4'a. J/�S
<br />112' . - - .. . 112 - - } �S - --_ _ - -,-. ,_ _ � \ G:1122 SO%
<br />15+88.52 6}OO d M DICB SEE DETAIL
<br />t I P:118-5 P:It7.80 © P11463 P.lI0B9 EET 4
<br />110 -.. �.. 8nW TC11830 WELL t..: ~
<br />U �-' 1Ll Ff�11050� ftIN 11037,
<br />EP110.5D . �� ' W INV. 107.31
<br />Ca
<br />N AC DIKE- 'Ai< 1,. S N - �
<br />' S/i o
<br />108.. - :,108 GB -� L5' TANK 1/ ® P11os7�
<br />EP:120it o' r w - P114.54 5.0' 4.0 I ! -
<br />106 `106 � P1114 89
<br />G:112 5 m1 M q
<br />3liy, � � •� �r � 157_ 6AC DIKE� � � '� �'i � 37 LICHT
<br />kIN
<br />104 ... : 104 STALLONE NAY" P112.08 O�r-116+00 117+00 -� �90U(,DER RAFFIC SICK -Rio �P11474 2
<br />_ 4 t- GLt67 , / 09
<br />8 W 1- a
<br />D]T y ANG PT 8'W 1 ANG PT 8"W� L
<br />r
<br />INV 10520 4� AC DIKE
<br />OAK MEADOW LANE WELL SITE PROFILE ,
<br />INV: 112.50 '
<br />03 1 1 SIJ/
<br />HORZ: I"=20' V �� �*6,°"®� a
<br />6" 5p � \--P:p4.91 `b� pill 115
<br />VERT:1"=4' ', � U»W�3� G1161 x / a
<br />6"AC DIRE P:113.02 yob a5� - P: 111.60
<br />PRC E.P.: 11428 e ,
<br />EP:116 25 P:115.75 M�
<br />P: 115-08 -� ANG PT 81_
<br />v
<br />INV :107 72
<br />P.F/L:112.301 9
<br />P115.51 185�
<br />@3B97f 40'@4%�-
<br />i
<br />m E \ V r P11527 i V0
<br />/ / /��/,��/ �•� v�• A 3r7y ce P:114P 113.0 R
<br />'1196 AC DIKE 2 -
<br />V� 4 CONCRETE SLOPE PROTECTION P .80 P:113.00� o
<br />��, A ✓ \ V �__
<br />E-P
<br />- .:113.80 A
<br />3.497,c�A
<br />o✓ \ �_ ���► ��
<br />U \ -'FINISH
<br />PAVEMENT
<br />F6 + 02'
<br />4"¢ DRAIN LINE FROM TANK �� / SCALE TO DRAIN
<br />QPpFES510Nq \ /
<br />--------------------
<br />_
<br />�------- -"-- DICB ! PROPOSED 2" WATER f'
<br />.. 2�`oJFa P Pic y \ /
<br />RR- GO � �� � �, a � � � \ \ // / 1 VI -108 3 � SERVICE M/NETER (T}'P) A
<br />DRAIN LINE DETAIL ' °'" ��¢z74 W42]64 a
<br />No Ch&,Vw N * Exp Till
<br />NOT TO SCALE Date IC
<br />VP
<br />NI
<br />- .p �TgTE OFI CACFF�Q�P y OAK MEADOW LANE - WELL SITE DETAIL
<br />Any Faison lUsingThis aWning Shouk! ��+
<br />NOTES: "R All Information By inspectinc ThN S6,. , 30" p „
<br />�I" ." ' _'a r ', �)y A4, -"Ver 1'" I eQd r7. a.� 0 -'. ;..W, c.r irr',"av'sa7 t'J�rr9a _•-rZ`�.� HORG. I"=10'
<br />-1 0 DRAWN BY
<br />KTYSTONE' STANDARD UNfT rOR WALL HEIGHY OF 4' TO 2-t/2' AND KEYSTt1N'E CLEMENTS OAKRIDGE ESTATES GRH
<br />SCALE. AS SHOWN
<br />X33 AH�.r�,�2 AG ICOMPACT UNIT ELSEWHERE. INSTALL PER MANUFACTURER'S SPECIFICATIONS. WELL SITE
<br />05'AB@95%RC
<br />05' COG @ 95% R.C. - O PAVE 18" WIDE CHANNEL TO POND ���'' ' • s �� CAUTION.. NO. DESCRIPTION COUNTY APPROVAL PREPARED BAUM ACHIN THE E & OF,SHEET
<br />INC. sHEET12oF 20
<br />�2t APPROVED BY DATE
<br />et
<br />- 0.7 COG @ 95% RE. , o ti CIVIL ENGINEERS DATE: 6-0' ' p S 16B NO q pp
<br />3� 8 SWING GATE (4 -TOTAL) �( ® _ 323 WEST ELN STREET O35p
<br />N11� O �/2 ] B �.� R.C.E. NO.: Z G
<br />DO NOT SCALE THIS > �. �t a DESIGNE DER CALIFORN R5 40N OF
<br />FILE NO.
<br />PAVEMENT SECTION LEGEND ® FINAL SIGN LOCATIONS TO BE DETERMINED BY COUNTY ENGINEER. A .• w DRAWING IF BAR DOES -� G-1274
<br />"a ' ' CP NOT MEASURE I INCH. '`L �- ^ �� EXP DATE 3 3T OS
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