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f~-`°" ✓ ��GRAf�IN AN �DRAINAGE PC"�N
<br /> � - •,-'' __ - LEGEND
<br /> PROPERTY LINE
<br /> 4 _ _ CENTERLINE
<br /> EASEMENT INE
<br /> --
<br /> -X--X- CHAIN LINK FENCE
<br /> f c EDGE OF PAVEMENT
<br /> ` i It _ --- CONCRETE CURB
<br /> CONCRETE CURB & GUTTER 0
<br /> U I II II II II �� DRIVEWAY
<br /> CB N U U l,J I U ® SIDEWALK
<br /> CONTOUR LINE
<br /> x 100 TOO SPOT ELEVATION
<br /> RE 21.5 STORM DRAIN & MANHOLE W/FLOW DIRECTION
<br /> IE 15.6 11• BASINCATCH
<br /> • PLANTER DRAINC(CHRISTY VI OR EQUAL)
<br /> FIRE HYDRANT
<br /> LIER
<br /> 3 - - m __ 215 O 0a O
<br /> UTILITY
<br /> / POWER POLE/JOINT POLE
<br /> 7.0O TREE
<br /> 3 42 $,Ty LG UP OF GUTTER a a a Q a
<br /> ry��
<br /> TO TOP OF CURB O z
<br /> ED BACK OF CURB
<br /> 23• BW BACK OF WALK
<br /> =0.06 23 .tea :?2 I' 0g 7y� 05 TW TOP OF WALL m u u u
<br /> rytiN D 0 M1O" �2e WV \ PV PAVEMENT
<br /> 4 ~ l EP EDGE OF PAVEMENT o 0 o a o
<br /> � 615% FL FLOW INE rym
<br /> GB GRADE BREAK m o ry N
<br /> GR GROUND
<br /> • • ?3��,�9 S ° O '11", •`�-'•'~ CS CATCH BASIN
<br /> WATER SEPARATOR .... �l FH
<br /> .- 231 �i1 1$ °°.;' o i i . �' RE RIM ELEVATION
<br /> / 6.55 IN _ e IE INVERT ELEVATION
<br /> . 8.05 OUT -� -1- M1'a �I 4� ??O ` JB JUNCTION BOX
<br /> --- P24 CB a• ° _CJ _ _- RD ROOF DRAIN
<br /> g60 3 RE 22.6 CJ � ryy^4 d 'kNe i i 21' •-� RWL RAIN WATER LEADER 2
<br /> e ° �w••--o ° °' a - (R) RIDGE LINE 0
<br /> •, rp $ RO?S r&T •° • i " FINISH FLOOR `n N
<br /> I `pts ` 4P-6 WL 5=0401 I< / AUTO PARKING AUTO PAVEMENT: 2.5" AC OVER < G
<br /> I �A cJ° �a 2,•5 0 4.5" CLASS II AB ON 95% R.C. SUBGRADE k
<br /> I r �X° 4 a 0 TRUCK PARKING TRUCK PAVEMENT: 3" AC OVER m u
<br /> I w q D 7S 6.5" CLASS II AB ON 95% R.C. SUBGRADE 0 z
<br /> GB N ° ° z 0
<br /> RE 2,.5 CONCRETE TRUCK PAVEMENT: 7" PCC OVER
<br /> IE 15.6 21.5 0 6" CLASS II AB ON 95% R.C. SUBGRADE m u o
<br /> - -- _ W/ # 3 BAR 18' 0/C. CONTRACTION JOINTS 6' 0/C ,I-i z N
<br /> CONCRETE SIDEWALK: 4" PCC OVER z� 0
<br /> a 0
<br /> �
<br /> 4" CLASS II AB ® 95% R.C. SUBGRADE °' �^ u
<br /> ,I 77 ! / I �' /O• �.. - PROPOSED TREES - SEE LANDSCAPING PLANS z a a a
<br /> COMPLETED BY WAREHOUSE G.C. UNDER WAREHOUSE CONTRACT.)
<br /> >; � CJ F � I \ �• � 2. h' _ _BALL 2 � � III (
<br /> r. J i I O••'� 3 r CJ V m
<br /> -....... ------ ------ CONTROL JOINT SEE _ Z to
<br /> EJ le 5 ..
<br /> EXPANSION JOINT SEE O N N
<br /> � < BENCHMARK
<br /> ,
<br /> -_--- 3 •�. • d3 ° s T __ '
<br /> ry3p9 �1.•'�'•
<br /> ° 4-INCH SPIKE SET IN ASHPALT WEST OF AIRPORT WAY AT 917 AIRPORT WAY. ELEVATION= 29.80 v m
<br /> �
<br /> OIL/WATER SEPARATOR - iR w . a� ' � � i �i I � � � v
<br /> SO OR
<br /> RE 23.1 d °� ° •o _ ' --. v V_ J= m
<br /> 12 SO S=p,004 0 Lu
<br /> RE 21.7. IE 18.05 OUT °T -' 'i _ - ti'a _ ! -� - - ` _ a° 21 CONSTRUCT NEW PATCH BASIN, \ I / ED av `E
<br /> r _
<br /> 96.. p04 15.9:. 631 3 P24 CB ,}k ,yk -_ 5q. °' -EJ _ . '. _ e _ - i OVER EXISTING ,8'PSD /` Z c w
<br /> S,O, �6 a �/ ss RE 22.65 J M1 S^��x° R3• �, 1 0 - � a
<br /> `TD S`O IE 18.65 - `ra - 23. RE 20.8, IE 13,38 (VERIFY) CONFORM �,� z Z
<br /> PI W O
<br /> Vi lt . j Cf
<br /> © b
<br /> GRADING CALLOUTS Y u
<br /> Q9. 1X __1 _a e22.14
<br /> Q \ - ) �'� CONFORM s /; �I „`\ O ELEVATE CONCRETE SLAB AT MANWAY OPENINGS
<br /> PER DETAIL 1/C-4 (TYP.)
<br /> -.. a tir Cd C 3J 175$ `, -
<br /> / r CONTROL JOINT (C.J.) REFER TO DETAIL 6/C-4 (TYP.)
<br /> t22
<br /> o
<br /> o ' l� O3 COMPLETED BY WAREHOUSE G.C. UNDER WAREHOUSE CONTRACT. Z
<br /> -......( ) / 0y • A7 6 RWL 0%1 �9� __..�,. r, �F, V \
<br /> iYP / \ <.. '/ CONFORM /��II /.)`I / O CON
<br /> -� � 4 ENCLOS 6" CONCRE O
<br /> ..- AB
<br /> o '__.. ------ FF-TR
<br /> •-) R yy-- SC TE OVER 6 CLASS II
<br /> L,\ 4"�,YMi ti .Y �.� LL.
<br /> ` /\
<br /> JI
<br /> 22,5
<br /> RE 22.3 - STORMS E CHEDUL
<br /> HE 18.3
<br /> CB j7 6 WL.S=0.01 _ - \ CL IL Lr�0j
<br /> 4jb �. - CJ ' , a _ J OHO ...-� /� - i O
<br /> ---- - --- -_ •Sy l;' l�, �� i r CATCH BASIN TYPE P24 DROP INLET - SEE DETAIL 5/C-3
<br /> --- ,X 23 MI
<br /> 800 GALLON OIL/WATER SEPARATOR VAULT, RIM-17.60
<br /> (TY. .--,---.a m ^3��. . °y0; k• ` Pj rte) FL? O IE 18.55 IN
<br /> r
<br /> 24.1 )`'� I / % t•- / IE 78.05 OUT O
<br /> b / SEE DETAIL 6/C-3
<br /> 6" BALL VALVE IN C.I. VALVE BOX FLUSH WITH GRADE. Z
<br /> •.A' _ � 47 6 RWL S �1 ,. vr' /��d'. �
<br /> �� H33S 73s JgSala : 23,5 / / �;O - ,--- - O4 CONCRETE GUTTER SWALE PER DETAIL 2/C-3 O
<br /> •• -> ll% �� 1 °...= - _ ° �� r L� -�=`r 5 4" ROOF DRAIN TO CONNECT TO
<br /> 1 -
<br /> -• / " r - ') UNDERGROUND STORM DRAIN SYSTEM O
<br /> i
<br /> O c/) O
<br /> W
<br /> UJ
<br /> Lu
<br /> t" '� - - - "-- ---- - _ I,_ _____ �.\ ---------- -------- -- ---- ---- - - - 1. GRADING, PAVING, AND STORM DRAINAGE (WHERE NOTED) TO BE ACCOMPLISHED UNDER SEPARATE PERMIT/PLANS. Q v
<br /> -- - ' \ " -- --'• -- ---- �- "'_""- _-- _ _ _f _...- __. . . -___ _. .-_ - 2. WORK INCLUDED UNDER THE COSTCO WAREHOUSE PERMIT SUBM,RAI U O
<br /> COSTCO WAREHOUSE AND TECENTER ALL GRADING CURBING LANDSCAPING, S LIGHTING, ALL ASPHALTM I
<br /> PAVEMENT, PARKING L STRIPING,
<br /> CONDUITS FROM GAS STATION CONTROLLER ENCLOSURE TO MEMBERSHIP COUNTER IN WAREHOUSE, REMOVAL/RELOCATION OF EXISTING
<br /> UTILITIES, SIDEWALKS AND IMPROVEMENTS. � 0
<br /> WORK INCLUDED UNDER THE COSTCO GAS STATION PERMIT SUBMITTAL: O
<br /> r ,
<br /> DD THE NECESSARY PIPING AND ELECTRICAL FOR COSTCO GAS STATION, THE CANOPY AND CANOPY UGHTING, TANK AND CAN CONCRETE PAD, /V V
<br /> xoxTx GRADING & DRAINAGE PLAN EQUIPMENT CONTROLLER ENCLOSURE, LANE STRIPING AND DIRECTIONAL ARROWS. \� �J lS�'A v)
<br /> 3• STENCIL'NO DUMPINGORAINS TO BAY"ON ALL INLETS IN PAVED AREAS. (T _ O
<br /> Scale 1 " = 20 ft U , U
<br /> 0 20 40 60
<br /> Scale 1" = 20 ft
<br /> UTILITY CONFLICT NOTE: raj
<br /> Gh ,-6DD-642-244 w
<br /> CAUTION: �
<br /> EFO Z
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH Q
<br /> OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
<br /> UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. OF ESSIONq
<br /> THIS SHALL INCLUDE CALUNG UNDERGROUND SERVICE ALERT AND THEN POTHOLING ALL EXISTING �gC�', �" CALOgpy A"yc DATE DEC., 2007
<br /> CA: 7-800-642-2444
<br /> UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT ^n a
<br /> oE M D CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON LE 1° = 20'
<br /> OAn'S BUEEO.iE KU Db THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION, IF CONFLICTS SHOULD No. 62732 A
<br /> OCCUR, THE CONTRACTOR SHALL CONSULT KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, Exp. 06-30-2008 DES[ NER SMC
<br /> INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. JOB N 654
<br /> S?qT CI Il ���P
<br /> F OF CA&0i SH C- 2
<br /> OF 4 S
<br /> Z:\2006\AC6654\AO6654-CDS.dwq 5/9/2008 2:44:05 PM PDT
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