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CLIENT:
<br /> ESCALON AVENUE AND HIGHWAY 120 ESCALON , CALIFORNIA bp
<br /> CIVIL GRADING AND DRAINAGE PLAN
<br /> 1 F-209
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<br /> ori X \ , I :20 0 20.22 A. 119.96
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<br /> 4 I 4 120.49
<br /> 120.55 f F .52 1 4P4
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<br /> ME �. ° 20.54 Q 20.5 4
<br /> 137.s I " F 16215 72ND AVENUE SOUTH
<br /> KENT, WA 96032
<br /> I ; 12®.40 1 � ° a ° a °'13 K. rf ` K (425)251-6222
<br /> Z� 1M20.9± E.°ti° . °° i�' ` v • ® 120,60 (425)251-8782 FAX
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<br /> 1. ALL GRADING AND PUBLIC IMPROVEMENTS SHALL BE c�nL ENGINEERING, Lam® PLANNINc
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<br /> �1a Bac 120. s' ME .' ® '. ° aQ j " Z`°� n 12�' e 0 �r CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THE SURVEYING, ENVIRONMENTAL SERVICES
<br /> 120.6± I °>k . 1 I ,wr, ' �©.
<br /> 0 12 : ',: f CURRENT CITY ORDINANCE AND STANDARD P TH
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<br /> E : � � " � 11 .i r.� � t t��`t„w,> � � GRADING AND IMPROVEMENTS ARE SUBJECT TO THE
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<br /> 9 .0.50 UNDER CANOPY SLAB GRADING 2. ALL SPOT ELEVATIONS SHOWN ARE T FINISH FA T
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<br /> 0 CONC E E AD) UNLESS 0 ERWSE s
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<br /> �$ su ' �..<. h 4 DRAW Colme'mucnom NOTES
<br /> 120.26
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<br /> CORE DRILL HOLE INTO EXISTING HOLE FOR NEW 6 SD PIPE 9 9 F 1 1 4 F 0
<br /> ,. ,,�, �•�^���,sr ��, �,� ��f : ��:r�..„� ,. � �:. • ,' ,s; � t� : 5 L 2 PVC SD � .007. 25 L 6 PVC SD
<br /> ME 2 _ a 3
<br /> EX. RIM 119.90
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<br /> ME, a ,� ( >d EX. IE= 1 1 1.45 36" OUT S
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<br /> ti '� , ,',. .�;. , , ..v,. d^f��.t t. :. , : " 20 PROPOSED STORK DRAIN CLEANOUT�j' ••:�,91' `'� :rv`t��'o^,>S''.:`,:' k#r. a.# .�, c. :'. r�;�1s ;E• .,i 'Zt�•� - 35 PROPOSED STORM DRAIN CLEANOUT.
<br /> -. � . r , ,:r:.:�.�3. . ; � ,� ,�xf��;.•k. ,:,: 90.= C <,� . k ��' .,. NEW IE- 113.46 12 IN
<br /> RIM-920.4 _ s
<br /> 5 RIM=120.1 20,1 0
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<br /> CONTRACTOR TO FIELD VERIFY EXACT HORIZONTAL/VERTICAL
<br /> 3 r �., ,/ t:,.... . , .:y f�a.,...,,� ;. " :. : �,. ,,. ,;. _ .` ' _P: t °. �• { � E 6.25 (6-)
<br /> TIN F EXISTING T PRIOR T
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<br /> LOCATION 0 E S NG S ORM R OR 0 CONSTRUCTION. CONTACT1
<br /> QG ff9a « ff9 : r, N - I CONFLICTEXISTS.
<br /> l� � .� ���� � � �1 :90 TC'' .� � - -•- e `"�� ' S°`�� 5 LF 6 VC SD ® 1.00 °
<br /> ENGINEER FCO C 36 9 " P
<br /> a e 2� I 38 LF 12" PVC SD 9.00 . 21 71 LF 6" PVC SD 1.007.
<br /> �S ,0, �aak w ° . a ,�- • ° ~ STORM DRAIN CLEANOUT.
<br /> / ° _ ©G 37 PROPOSED
<br /> NI � H STORMFILTER CATCH IN 30 LF 92 PVC SD ® 9 70� _ ° SEAL: � �
<br /> ME W/4-CARTRIDGES " IE 19 6,76 6" - -3
<br /> z 3 W/4P CARTRIDG TEC { )
<br /> 22
<br /> 120.90 TC 920.90 TC �1 ' RIM= 120,40 " Q1OFES$/®
<br /> ' 38 82 LF 6 PVC SD 1.00X ® N�
<br /> 20!`\ 920.40 TA NNS' :f IE=113.66 12" IN N "
<br /> . , 120.40 TA oR Bow t z s' SME " , 23 24 CATCH IN W/SLOTTED GRATE
<br /> . / Xti �t - L IE=113.66 82 OUT E) JENSEN OR APPROVED EQUAL) "
<br /> N _ ® 3 SEE DETAIL ON SHEET C6.2. IM= 120.00 39 101 LF 8 PVC SD @ 1.007. / c
<br /> PR ERTY LINE S 119.618 �' �' e R M I " IE=114.49 12" IN W)
<br /> 4 12 LF 12 PVC SD 1.007.
<br /> �00�� � N 3000 CP SPIKE120.4±
<br /> S.4± IE=114.99 6""IN N & S) 40 24" CATCH IN W/SLOTTED GRATE C
<br /> g 0.51 e �g 24" CATCH IN W SLOTTED GRATE IE=114.49 12 OUT E) (JENSEN OR APPROVED EQUAL)
<br /> ME 0 20.85' Eo X E=121.00 pyo• / SEE DETAIL ON SHEET C6.2. RIM= 120.10
<br /> 5 o G 64.68 JENSEN OR APPROVED EQUAL
<br /> IM= 120.40 ) " IE-116.14 6" IN E) J,
<br /> /W W/D VA " 24 27 LF 6 PVC SD 0 1.007. IE=116.31 6" IN N
<br /> ° IE=193.96 12 IN W) ) C 1 V
<br /> .7 2I`l'QO � �� ` `�� $ 6'i 22 IE=114.46 6" IN N) IE=116.14 8" OUT S_)
<br /> �O \ oeo � G�2° I IE=113.96 92" OUT S) 25 PROPOSED STORM DRAIN CL OUT SEE DETAIL ON SHEET C6.2. ®� CAS-\
<br /> ,3 SEE DETAIL ON SHEET C6.2. RIM= 120.31 "
<br /> 41 25 LF 6 PVC SD � 1,007.
<br /> °' IE= 115.26 (6`�
<br /> G 10 . 9 ,� : :. : • : � 12 LF 6" PVC SD @ 18.507..
<br /> X o 20.7# 2°?
<br /> �� 921.01 ME ` �° pyo• 42 PROPOSED STORM DRAIN CLEANOUT.
<br /> ® 29.01 , �2 "�` �� E zti�� O 1� �� ,2° `� �2°� g 7 GATE VALVE AND BOX WITH COVER AT E. 26 16 LF 6" PVC SD 1.009. RIM= 119.9
<br /> ME © ' %\e� \ ��°� IE= 116.39 (8�
<br /> 121.41 EB 122.55' /\ 'E6 't5
<br /> 41 o� ❑ 1`11 E- I OIL/WATER SEPARATOR 27 PROPOSED STORM DRAIN CLEANOUT. 43 4 LF 8" PVC SD 0 1.007,
<br /> 121.4 402` $°�t JENSEN PRECAST OR APPROVED EQUIVALENT) RIM= 120.3±"
<br /> IP LS 7126 IM= 120.55" IE=115.42 (6 ) 44 46 LF 8" PVC SD 1.007.
<br /> 1zos�' o. IE=916.95 6 IN N)
<br /> C�N ��, OG .�2`' ,2° 1 h ti9 IE=916.70 6" OUT S 28 10 LF 6" PVC SD @ 1.007 Mft
<br /> y� E B B . SEE DETAIL ON SHEET C6.2. " 45 PROPOSED STORM DRAIN CLEANOUT.
<br /> 80 LF 6 PVC SD 0 1.007, RIM=119.7 " DE1fELOPMlE�1T ItmF�I�AnO :
<br /> 4 LF 6" PVC SD ® 1.007. IE=116.62 (6ARCO ffn)
<br /> ; 30 31 LF 12" PVC SD 9.007. 46 38 LF 6" PVC SD 1.007.
<br /> e ��
<br /> O.W. °. 1® PROPOSED STORM DRAIN CLEANOUT. 3000 am/pm
<br /> "'�-- " .i RIM= 120.55" 39 24" CATCH IN W/SLOTTED GRATE 47 24" CATCH IN W/SLOTTED GRATE
<br /> IE=116.99 (6 ) JENSEN OR APPROVED EQUAL) FUEL CANOPY
<br /> RIM= 120.25 {JENSEN OR APPROVED EQUAL)o " " RIM= 118.7± Pie
<br /> 11 6 LF 6 PVC SD ® 1.007. IE=115.13 6 "IN N) IE=117,00 (8" OUT S�
<br /> IE=114.60 12 IN W) SEE DETAIL ON SHEE C6.2.
<br /> 12 PROPOSED STORM DRAIN CLEANOUT, IE=114.80 12" OUT E)
<br /> SEE DETAI ON SHEET C6.2.
<br /> ;:, �.`�•i,�A _. � x .::�.w� ,,:'a, �,y,A; < i ��:ts� o � x - " SITE ADDRESS.
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<br /> RIM 120 59 L s�
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<br /> ® >y,3 , t ° • fa` T � ' . rs,r 1, - ' r IE- 117.05 (6 )
<br /> y�,i",,, a^, . A; .>.. . ,• 4. , ,,.h �. •��� '�: � 32 79 LF 12 PVC SD @ 1.007. ESCAL/�
<br /> e'%t. M1a3 i'`yf:'.d,y�y.• C .,v J� ':Y:' , �
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<br /> 62 L 6 PVC SD ® .007.
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<br /> t�., ;�., � �,,.#. ,.,t �`> �' €`� •r� rF= � '�� 1 � �:1 ,.�;.�. .�"' 33 24 CATCH IN W SLOTT
<br /> r „ �t � � .� 1• ,".- ,, , �¢. � / ED GRATE
<br /> '% 5 S. �,•:^^s rra,r ...'y.,.,,. s#� u 3,.' y.,+p- tr:... Q. 't
<br /> JENSEN OR APPROVED EQUAL
<br /> 1
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<br /> PROPOSED ,
<br /> 94 T I
<br /> RO R T
<br /> OSED S 0 M DRAIN r � 9 ,• d RIM- 119.70
<br /> RIM=119.67 "
<br /> I 11 9 I
<br /> >ai�:� ,� r gay �� �9' - I -91 E 6 0 (6 N S)
<br /> �: �°� E 7.67
<br /> k Y
<br /> t. F3. `C "'. y :A, .. .: � air+.,a,7„ -tSH" •Y'ia<, '�`s"
<br /> -- FACILITY. _ IE 115.59 {12" OUT E)
<br /> a - - _ 12 �° 15 3 LF 6" PVC SD 1.007. SEE DETAIL ON SHEET C6.2.
<br /> - 44
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<br /> ® v - - - - - - - Co a 12°1'.®04 IN (TYPE KI-621G)9 2 1 � � CHIT Z�D�
<br /> -<r_ - - - - - - - - 9 6 ACO KLASSIKDRAIN CATCH CKED BY OP REPM
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<br /> ✓-' 1�t.�0 < 121.00 RIM= 119.70 C�
<br /> �[ 4. 4 1.21.00 2°�� IE=117.70 6" OUT E DRra,�,�m BY MANCE F
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<br /> UT
<br /> ® r, ISQ:J, RCT NO.
<br /> SEE DETAIL ON E C6 2 m
<br /> O 4 e �a°' 17 ACO KLASSIKDRAIN K100 TRENCH DRAIN o
<br /> 17223
<br /> 120.95
<br /> TOP OF GRATE PER PLAN
<br /> ---' o Know what's MOW.
<br /> SEE DETAIL SHEET C6.2 DRAMNG TITLE:
<br /> 121°00 ®' H 18 OPO OF GRATE PER
<br /> TRENCH DRAIN
<br /> FFE=121.00 -------- '' �� x�� 0 �� ��'���'� �©� �9C;e
<br /> 4 ti��� __ �.:.:�_._, ® Dial 811 SEE DETAIL SHEET C6.2
<br /> IM-
<br /> X��,R BOW 24.38 D RA NAGE PLAN
<br /> ° �� THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL
<br /> 3 X G �2 X Oti
<br /> NIP, 12° EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SHEET NO:
<br /> X 119.618 a ® SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
<br /> CP SPIKE N CALLING UTILITY LOCATE ® 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF
<br /> �I SEE ARCHITECTURAL PLANS FOR ALL NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF D
<br /> ON-SITE SIGNAGE. UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE
<br /> STOREFRONT GRAD � CONSULTING ENNGINEERS,ECT TO VARIATION. I CTS INC. TO IR SOLVE ASHOUL® PROBLEMSOCCUR, EPRORT TOCTOR PROCEEDING WITH CONSTRUCTION.
<br /> SCALE: 1"=10'
<br /> C4EIG
<br /> File:P: 1700717223 engineering 17223-GM.dwg Date/Time:1/27 2016 3:43 PM Scale:l = 1 JDENNIS Xref: ----
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