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ABBREVIATIONS
N8903RW 21 E -,,• � ` P l N.TS.
APN.• 726-020-J3 r -
�� o TES. ETYPICALG LEGEND:
W FD. FOUND
T
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.z^t <OG rt A o'4' et l t Gl- r✓AY Q BK. BOOK EXISTING FIRE HYDRANT
ROPER7Y LINE, ra ! P& PAGE
Av y ..tJE�IZJ.:2 C.O.K. COUNTY OF KERN
GA-i?t'a9Jv,.4�i U A CCORt L COB. CITY OF BAKERSRELD EXISRNG POWER POLE
'�/ I Or GE 4 L z CONC CONCRETE
UTILITY I NOTE% A. C. ASPHALT PAVEMENT �o EXISRNG STREET LIGHT
_ FG FINISH GRADE
0
EP EDGE Of PAVEMENT
THIS SURVEY .. ' I'� FOUND MONUMENT
WERE LOCATED BY IHS o
NOT ALL UTILITIES 1 ✓ �'' I
o TL TOP OF CURB
AND SWANSON ENGINEERING, INC ASSUMES NO ,. � :° ?, �� � -- I
RESPONSIBILITY FOR UNDERGROUND UTILITIES OR 1 ?� I IF RNISHED FLOOR -O - EXISRNG LIGHT STANDARD
FACILITIES NOT SHOWN OR FOR INFORMATION OBTAINED FP FINISHED PAD
FROM OUTSIDE SOURCES. \ APN' 126-020-06 t ,- r APN: 126-020-46 T
IP TOP OF PAVEMENT EXISRNG 7RAFRC SIGN
-I GB GRADE BREAK
RECORD PER RECORD OF SURVEY ASS
FLED IN BOOK 24
OF RECORD OF SURVEYS AT PAGE
.:L' -
I EXISTING STORM DRAIN LINE
V o Fc EXISTING FIBER OPTIC UNE
I z N i
o
I I
7tEXISRNG WATER LINE
I o LOCAL BENCHMARK EXISRNG SEWER LINE
` SET PK NAIL & SHINERIN EXISRNG ASPHALT
_.
i a v o APPROXIMATELY 3.5F£ET WEST AND 198 FEET SOUTH EXISTING GAS LINE
iVF , tA,' A i �c F 4 t L fi ai I� 6 a vl OF 7Nf INTERSECTION OF COLUMBUS STREET AND x EXISRNG FfNC£LINf
I l T,201'11;1
� t
CORNELL STREET
EXISRNG ELECTRIC LINEN tel c PFAt PROPERTY LINE EXISRNG OVERHEAD ELECTRIC LINE ATI
EXISRNG PROPERTY LINE
DISTURBED AREA
0.3B ACRES EXISRNG RIGHT-OF-WAY �
I I
I
v BASIS OF BEARINGS EXISRNG CURB & CU71ER
PROPER
THE BASIS OF BEARINGS FOR THIS SURVEY IS TAKEN BENCHMARK PERTYVNE N 8955'33" E 143.17' , _ c , FROM BETWEEN FOUND MONUMENTS SET FOR THE
NORTH LINE OF SECTION 21, L295., R.28E., M.D.B.M THE BENCHMARK FOR THIS SURVEY IS TAKEN FROM
APN 126-020-49 - - -- _ _-- AS SHOWN ON RECORD OF SURVEY MAP AS FILED IN THE TOP OF A 3" ALUMINUM DISK SET FLUSH IN
- - - - -- -- - - --- --- --- --- --- --- - -- - BOOK 24 OF RECORD OF SURVEYS AT PAGE 170 /N CONCRETE, LOCATED 65 FEET WEST OF THE
THE OFFICE OF THE KERN COUNTY SURVEYOR, KERN CENTERLINE OF SONORA STREET, 3O FEET NORTHEAST
COUNTY CALIFORNIA HAVING A BEARING OF OF THE CENTERLINE OF THE EAST TRUXTUN AVE
SIIMEDLAN, ON THE NORTH SIDE OF THE GUARDRAIL AND
N6955J3 f
1.7 FEET ABOVE GR40E ON THE TOP OF THE WINGWALL
FOR THE BRIDGE APPROACH W17H DESIGNATION IRUX
r� %,� ;A, LEGAL DESCRIPTION
SCALE: V= 20' .-,«_. / r , , r r -:- / -,. y r _; �� - PARCEL 1 Of PARCEL MERGER NO. 05-1404 PER (PID D88, GE PER NGS DATA SHEETS UTILIZING A
NAVE GEOID 12B GPS PROJECTION
20 10 0 20 40 - V _ - -CERTIFICATE OF COMPL14NCE AS DOCUMENT NO. G
T aI
%ii !v�\ '�^ T�� 1 206021808 OF OR. RECORDED 1127 2006 £LtYARON = 411.90 (USGS DATUM)
ADDRESS AND APN
1517 COLUMBUS STREET
APN 126-020-38
A CO
GRADING NOTES 8EXCAVATION - EXCAVATION SHALL CONSIST OF ALL £SCALA DON INVOLVED IN NFLICT f7WfEN THE PLANS SPEClf7CARONS, AND SOILS. 19. CLEARING AND GRUBBING -REMOVE ALL DEBRIS SUCH AS METAL, ]RASH, BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED MOISTURE CONDITIONED AND NTH CONS]RUCRON ACTIVITY (W ORDER N0. 2009 009 -OWE AS AMENDED BY
. RE
GRADING THE PROJECT AS SHOWN ON THE PLANS THIS SHALL INCLUDE EXPORTING RECOMMfNOARONS THE MORE STRINGENT REQUIREMENTS SHALL TAKE PRECEDENCE BROKEN CONCRETE, VEGETATION; OTHER BIODEGRADABLE SUBSTANCES AND COMPACTED TO A MINIMUM OF 90 PERCENT OF ASTM 01552 MOISTEN IMPORTED ORDER 2010-0014-DWQ AND ORDER 2012-0006-OWQ) MUST BE FILED W17H STATE
1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND MATERIAL TO AN OFF -517E LOCATION, AS REQUIRED. UNSUITABLE SOIL FROM AREAS TO BE GRADED. UNSUITABLE SOIL IS SOIL 771AT, IN SO/LS TO NEAR THE OPRMUM MOISTURE OR TO A MOISTURE CONTENT CONSISTENT WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF
BUILDING CODE 2016 APPENDIX J 13 PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL POTHOLE ALL THE OPINION OF THE BUILDING OFFICIAL, SOIL ENGINEER, OR CIVIL ENGINEER, IS NOT Wl771 EFFECTIVE COMPACTION AND SOILS STABILITY. COMPACT MOISTENED SOILS TO A ANY CONSTRUCTION ACRWTY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES
STANDARDS PERTAINING ]HERETO (CALIFORNIA)
NSITY OBTAINED BY ASTM LEST
N WIRl CITY OF 9. fMBANKMfN75 -EMBANKMENT CONSTRUCTION SHALL CONSIST OF CONS7RUCRNG UTILITIES THAT WDLL BE AfFfC7E0 BY THIS CONSIRUCRON TO DETERMINE IF ANY COMPETENT TO SUPPORT OTHER SOIL OR STRUCTURES, OR TO SA RSFACTORILY MINIMUM OF 90 PERCENT OF THE MAXIMUM Df ]HAT A STORM WAIfR POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED,
AND SHALL O DINANCS. AS ENGINEERED GRADING IN ACCORDANCE
BAKfRSRELO ORDINANCES EMBANKMENTS INCLUDING THE PREPARATION OF AREAS WHERE THEY ARE TO BE UTILITY CONFLICTS EXIST ANY UTILITY CONFLICTS SHALL BE BROUGHT TO THE PERFORM ANY OTHER FUNCTIONS FOR WHICH THE SOIL IS INTENDED. METHOD D1557. WORK TO LINES AT LEAST THREE (3) FEET BEYOND THE OUTSIDE CONTINUOUS( Y CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION
PLACED, THE CON57RUC77ON OF DIKES WITHIN OR OUTSIDE THE CON57RUCRON AREA, ATTENTION OF THE ENGINEER SO THAT DESIGN CHANGES CAN BE MADE PRIOR TO EDGES OF EXTERIOR F00778GS AND TWO FEET BEYOND PAVEMENT EDGES DURING NORMAL CONSTRUCTION HOURS 00
T A MINIMUM DEPTH OF TEN
2 THE DRADI ENGINEER SHALL EXERCISE SUR COM SUPERVISORY CONTROL THE PLACING AND COMPACTING OF APPROVED MATERIAL WAND THE CONSTRUCTION THE START OF CONS7RUCRON. IN AREAS A RECEIVE FICC SHALL BE SCARIFED 0
RADING AND CONS7RUCRON TO INSURE COMPLIANCE W97N THE PLANS, AREA WHERE UNSUITABLE MATERIAL HAS BEEN REMOVED, AND THE PLACING AND INCHES OR AS RECOMMENDED IN 7Nf SOIL REPORT WHICHEVER IS GREATER, UNTIL 25 PAVEMENT AND RAIWORK AREA PREPARATION.• GROUND SURFACES TO RECEIVE 30 24 HOUR NOTICE• PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, 7Nf O
l H SHOULD BE SCARIRED MOISTURE 4 HOUR
DURING G COMPACTING OF EMBANKMENT MATERIAL IN HOLES PITS, AND DEPRESSIONS IT 14. UPON COMPLfTIt7N OF GRADING AND BEFORE THE START OF CONSTRUCTION, A THE SURFACE IS FREE FROM RUTS HUMMOCKS OR OTHER UNEVEN FfA7URES WITCH CONCRETE DRIVEWAY AND B/NM/NOUS PA SH CITY CONSIRUCRON INSPECTION BECKON SHALL BE GIVEN AT LEAST 2
SPECIFICATIONS AND CODE W77HlN HIS PURVIEW.
SHOULD ALSO CONSIST Of PREPARING SUB -GRADE AT THE GRADING PLANE, FINAL SOILS REPORT SHA(( BE PREPARED BY THE SOIL ENGINEER. WOULD LEND TO PREVENT UNIFORM COMPACTION BY THE EQUIPMENT TO BE USED. CONDITIONED AND COMPACTED TO A MINIMUM TIEPIN OF 10 INCHES BELOW THE NOTICE. THE BECKON MAYBE NOTIFIED AT (661) 326-3049.
E V
AS TO RECEIVE FILL.
d THE SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE CONFORMING TO THE GRADE TOLERANCE, DOING NECESSARY PL OWING OR BENCHING MOISTEN AND COMPACT 70 A7 LEAST 90X OF THE MAXIMUM DENSITY PER ASTM GRADING PLANE /N CUT AREAS OR TO 10 INCHES IN AR
NOTIFIED 48 HOURS PRIOR TO PLACING ANY MATERIAL. IMPORTING OR EXPORTING, PLACING AND COMPACTING MATERNAL TO THE LINE AND 15. THE SOIL ENGINEER SHALL RENEW ALL EXCAVATIONS PRIOR TO BACKRLIJNG AND D7557 UNLESS OTHERWISE SPECIFIED. ENGINEERED RLL PLACED IN PROPOSED PAVEMENT AREAS SHOULD BE COMPACTED 31. COMPACTION TEST N07F - COMPACTION TESTS SHALL BE THE RESPONSIBILITY
GRADES SHOWN ON THE PLANS ALL EMBANKMENT CONSTRUCTION SHALL BE SHALL BE NOTT ED OF ANY 17EY ENCOUNTERED DURING THE GRADING OPERATIONS TO A MINIMUM OF 95 PERCENT OF THE MAX/MUM DENSITY AS OBTAINED BY ASTM OF THE DEVELOPER/SUBDIODER/CON77?ACTOR. THE NUMBER AND LOCATION OF
TO A MIN/MUM OF TWO FEET BEYOND
4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE THAT BY
AFFECT FOUNDATION STABILITY SO THAT RECOMMENDATIONS CAN BE 21, ENGINEERED OM MAED THS SHOULD BE PLACED IN THIN LAYERS (LESS THAN ZESTRETHOD U751DE D7557, AND SHOULD EXPEND REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CON57RUC77ON MADE BY THE SOIL ENGINEER. TEN INCHES UNCOMPAC7ED THICKNESS), BROUGHT TO NEAR THE OPTIMUM MOISTURE THE 0//]5/DE EDGES OF PA AND
STRUCTURAL
UPPER 12 INCHES SHOULD BE COMPACTED 70
OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,- THAT THIS 10. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD CONTENT OR TO A MOISTURE CONTENT COMMENSURA If WITH EFFECRAf COMPACTION 95% WITHIN PAVEMENT AND STRUCTURAL AREAS 32 ANY PUBLIC FACILITIES IN TINE STREET RIGHT-OF-WAY W11HIN THE PROPERTY
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 16. CUT AND RLL SLOPES NEARER THAN RVE FEET FROM THE BUILDING AND SOIL STABILITY, AND COMPACTED TO A MINIMUM OF 90 PERCENT OF THE FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION F_
WORKING HOURS,, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD DATED JULY 2015, INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WITH THE FOUNDA BONS SHALL NOT BE STEEPER THAN 5:1. CUT AND RLL SLOPES SHALL NOT MAXIMUM DENSITY OBTAINABLE BY ASTM TEST METHOD D1557 26. ALL TRENCHES AND EXCAVA BONS SHALL BE CONSTRUCTED IN STRICT OR REPAIR AS DETERMINED BY THE CITY ENGINEER. C
THE OWNER ARCHITECT, AND THE ENGINEER HARMLESS FROM ANY LIABILITY, REAL NOTES HERON. IN CASE OF CONFLICT WHH THE STANDARD SPECIRCA77ONS AND ANY BE STEEPER THAN 2.'1 FOR SLOPES FARTHER THAN RAE FEET FROM F0077NG LINES COMPLIANCE WITH THE APPLICABLE CALIFORNIA AND FEDERAL OSHA. t1Ccr-
OR ALLEGED, IN CONNEC77ON W17H THE PERFORMANCE OF WORK ON THIS PROJECT, NOTES HEREON, THE N07ES HEREON SHALL TAKE PRECEDENCE OAER AND BE USED 22. QUANTITIES FOR EARTHWORK REQUIREMENTS AND OTHER APPLICABLE SAFETY ORDINANCES CONTRACTOR SHALL 33 UNDERGROUND SERVICEC
ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS C)
EXCEPTING FOR LIABILITY ARISING FROM IRE SOLE NEGLIGENCE OF THE CANEER, IN LIEU OF SUCH CONFLICTING PORTIONS SAID SPECIFICA BONS SHALL APPLY BUT 17 ALL SLOPES GREATER THAN THREE FEET IN VERTICAL HEIGHT SHALL BE BEAR FULL RESPONSIBILITY FOR TRENCH SHORING DESIGN AND INSTALLATION PRIOR TO CONSTRUCTION (1-800-612-2444). Lo
ARCHITECT OR THE ENGINEER. NOT BE LIMITED TO THE FOLLOWING PREPARED AND MAINTAINED TO PREVENT EROSION EXCAVATION - 280 C. Y. CONTRACTORS SHALL OBTAIN APPLICABLE OSHA. PERMITS WHEN WORKMEN MUST co
W
EMBANKMENT - 280 C Y. ENTER TRENCHES GREATER THAN FILE FEET, Q
A ALL CONCRETE SHALL BE CLASS J" USING TYPE V CEMENT AS IN 18. IMPORTED RLL MATERIAL SHOULD CONSIST OF ESSENTIALLY GRANULAR, SILTY 34. PER SPR19-0350 PUBLIC WORKS -ENGINEERING CONDITION f5, CONTACT
5 THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND ) IH LOW EXPANSION PO]ENTIAL AND FREE OF GRASSES, WEEDS, ROCKS ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY ?7. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WAV OR CONSTR ARN(�Nk�ifrfl%li rJ�,�6�'1Jyn3 6t-JO49. TO r NDIRONS FROM � _}
FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND VERIFY THE LOCATION AND ACCORDANCE WITH SEC77ON 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE SANDS W9 QUANTITIES j� ` �
SPECIFIED. LARGER THAN 7W0 INCHES IN DIAMETER, DEBRIS AND SOLUBLE SULFATES IN OF THE ANTICIPATED SHRINKAGE FACTOR. THE CONTRACTOR SHALL NOT USE STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE FL To
9d�J7i�.{7MbA:Q�: c A1�Y, ',O DON PLANS 0)
DEPTH OF ALL UNDERGROUND FACILITIES, INCLUDING TELEPHONE, ELECTRIC, WATER, STRENGTH AT 28 GAYS UNLESS OTHERWISE THESE QUANTITIES TO BASE HIS BID DN. THE GRADING PLAN DOES NOT Works Depann en and a mi I t t, n�ant indicates approval oM/a$
SEWER, OIL AND GAS LINES THE ENGINEER ASSUMES NO RESPONSIBILITY FOR EXCESS Of 200 PARTS PER MILLION IMPORTED RLL SHOULD CONTAIN SUFFICIENT THE MAXIMUM SLOPE SHAV BE 2X ALTERNATIVELY, THE CITY ENGINEER MAY
SILT AND CLAY BINDER 70 RENDER THEM STABLE IN FOOTING TRENCHES AND APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION to design , t t a r to v ty stendads. Codes end d
BURIED LINES NOT INDICATED ON THE PLAN OR FOR INFORMATION OBTAINED FROM B) ASPHALTIC CONCRETE SHALL BE TYPE B" 112' MAX/MUM MEDIUM NECESSARILY INDICATE A BALANCED SITE. CONTRACTOR SHALL 8E omina ce t t n oipevgcpgrspaupereeponsWk
OUTSIDE SOURCES (USA - 1-800-642-2444) GRADED AND INTIMATELY MIXED WITH 5-6.5X ASPHALT. NO R.A.P. CAPABLE OF MAINTAINING SPECIRED ELEVATION TOLERANCES DURING PAVING RESPONSIBLE FOR IMPORTING MATERIALS FROM AN OFF-SITE LOCATION OR ONTO THE SIDEWALK cc
(RECLAIMED ASPHALT PAVEMENT) SHALL BE USED. ASPHALT SHALL BE OPERA PONS. EXPORTING EXCESS MATERIAL TO AN OFF-SITE LOCATION; AS NEEDED. graded pw atter 2dpoygAM1 ihe?;iratiiNq.
6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO PERFORMANCE GRADE P A5,VEN. IMPORTED SOILS SHOULD ALSO MEET THE FOLLOWNNG CRITERIA: 28 AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSRELD APPROVEDTY? �n
6 OR - 0.10 FOOT. T AN AREA SHOULD ES FOUNDSIB TO BE MORE THAN 0.10 FOOT 23 CONTRACTOR TO VERIFY DIMENSIONS AND ELEVATIONS OF EXISRNG PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WHH/N EXISTING ACCEPTED
OUT OF TOLERANCE AFTER COMPACTING AND COMPLETION OF GRADING, THE 11. SWANSON ENGINEERING SHALL NOT BE RESPONSIBLE OR LIABLE FOR A) MAXIMUM X PASSING 3" ............ 100 IMPROVEMENTS IN THE FIELD BEFORE PROCEEDING WN7H WORK ANY DISCREPANCIES STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY
CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE UNAUTHORIZED CHANGES T0, OR USES OF, MESE PLANS ALC CHANGES TO THESE B) MAXIMUM X PASSING 14 SIEVE ........ 50-100 THAT NIL AFFECT R£ -INS TO EXISTING IMPROVEMENTS SHALL BE BROUGHT TO THE BASED ON AN APPROVED ENGINEERS ESTIMATE FOR THE WORK PERFORMED WHHIN P is 016M, D
OWNER. PLANS MUST BE APPROVED, IN WRITING, BY SWANSON ENGINEERING C) MAXIMUM X PASSING /200 SIEVE....... 10-40 ATTENTION OF THE ENGINEER BEFORE PROCEEDING W TH ANY WORK. RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO D •
B) MAXIMUM LIQUID LIMIT ............. 30 ISSUANCE OF A PERMIT.
7 THE CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATIONS 12, ALL GRADING SHALL CONFORM TO THE RECOMMENDA BONS CONTAINED IN THE • • . • 24. BUILDING PAD PREPARATION' EXCAVA IF EARTH MATER/AL TO A MINIMUM DEPTH
C) MAXIMUM PLASTICITY INDEX .. 15 OF THREE 3 FEET BELOW THE BOTTOM OF FOUNDA BONS, OR RAE 5 FEET BELOW 29. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NA RENAL POLLUTANT wilding n +am.,t m Dat
TO PREVENT BJ OCCURRENCE OFA OUST NUISANCE AND SHALL PROTECT CURBS PRELIMINARY SOIC., REPORT, MADE A PART HEREOF, PREPARED BY TERRACED D) MINIMUM R -VALUE ............... 50 O O
AND OTHER OBJECTS WHICH ARE TO REMAIN DUST CONTROL SHALL CONFORM TO CONSULTANTS, INC, PROJECT NO. 60195168, DA ]ED AUGUST 9, 2019, BRED EJ MAXIMUM EXPANSION INDEX .......... 20 EXISRNG GRADES, WHICHEVER IS GREATER. THE BOTTOM OF THE EXCAVATION SHALL DISCHARGE fLIMINARON SYSTEM (NPDES), A NOTICE OF INTENT" (NOV TO COMPLY
THE SAN JOAQUIN VALLEY UNIREO AIR POLLUTION CONTROL DISTRICT RECULARONS 'CEO TECHNICA I ENGINEERING REPORT FOR THE PROPOSED DUTCH BROTHERS COFFEE BE REVIEWED By THE SOIL ENGINEER OR HIS REPRESENTA RTE PRIOR TO ANY WITH THE TERMS OF INE GENERAL PERMIT TO DISCHARGE STORM WA IFR ASSOCIATED Vl 6
IN PAWTPMF1 n kFRN MIINTY / AIIFORNIA" AND All ADDENDA THERETO IN CASE BACKFILL OPERA BONS THE TOP TEN INCHES OF MATERIALS EXPOSED AT THE -_ plY t7Ecaaas eo.:
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SET PK NAIL & SHINER IN EKISDNC ASPHALT APPROK/AMTELY 35 NOT ALL ZMEMES WERE LOCATED BY TMS SURVEY AND SW41CON 10 5 0 10 20
FEET NEST AND 198 fEET 50117H OF THE INUSEC772V OF ENGINEERING INC. ASSUMES NO RESPONSIBILTY FOR UNDERGROUND I` /'� ✓ l
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SET PK NAIL & SHINER IN EKISDNC ASPHALT APPROK/AMTELY 35 NOT ALL ZMEMES WERE LOCATED BY TMS SURVEY AND SW41CON 10 5 0 10 20
FEET NEST AND 198 fEET 50117H OF THE INUSEC772V OF ENGINEERING INC. ASSUMES NO RESPONSIBILTY FOR UNDERGROUND I` /'� ✓ l
COLUMBUS STREET AND CORNELL STREET UTILITIES OR FACILITIES NOT SHOWN OR FOR 1NfORMAAON OBTAINED L
fROM 011757DE SOURCES.
EZEVA7IXI1V = 595.72' CITY RECORDS NO.:
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SET PK NAIL & SHINER IN EKISDNC ASPHALT APPROK/AMTELY 35 NOT ALL ZMEMES WERE LOCATED BY TMS SURVEY AND SW41CON 10 5 0 10 20
FEET NEST AND 198 fEET 50117H OF THE INUSEC772V OF ENGINEERING INC. ASSUMES NO RESPONSIBILTY FOR UNDERGROUND I` /'� ✓ l
COLUMBUS STREET AND CORNELL STREET UTILITIES OR FACILITIES NOT SHOWN OR FOR 1NfORMAAON OBTAINED L
fROM 011757DE SOURCES.
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EXPANSION JONT
AT.SEDfWA[XS
CO AER, SEF PLAN NEW (ABEL COUER'BRAIN' OR
°SEWER' AS APPLICABLE
CONCRETE WALK, 6' ` 24"
CONCRETE WWALK,6"
6
WERE OCCURS
WERE OCCURS
6"
EN/ A •-
6" CLASS
A.0 PAA£MENT
_
TE
CONCRETE
,. SLOPE N
-
A.G PAAENfNT
6" CLASS 3'
CONCRETE p(qN NEW
COMMON L07 OF SHOPPING CENTER
=
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N
R=7/2 ':
PREF-CAST CONCRET BOX, CHRISTY
R-112" s
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r
CLEANOUT PLUG - BRA55 OR APPROAED fWAL.
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5% (i' DEPRESSION) MAX
GUTTER CROSS SLOPE AT
�=-1
(E) STEPPED RETAINING WALL (E) t4' WROUGHT IRON FENCE
A CURB RAMP.
NOTE.'
CLASS 7 CONCRETE (5 1/2 SACK)
NOTE
CUSS 3' CONLWE]E (5 //1 SACK)
SOIL ANOU7 RISER
WASTE LINE (6' MAX)
EXISTING CURB
�GUTTER AND SIDEWALK (f) AN
-,
EXPANSION GNTS EA. 30•
EXPANSION XINTS EA. 30'
----
NEAKENEO PLANE JTS EA. 15'
NEAA'ENED PUKE JTS EA. 15'
POUR ON COMPACTED SU66RAOE
POUR OV COMPACTED SUBWAOf
SLOPE
-
— — --' LANDSCAPING
'.
III=III=III=III=III=III=III=
PA MENr
1
6" CURB AND GUTTER
2
6" CONCRETE CURB
3
CLEANOUT TO GRADE
C41
0.90' DEPRESSION
C4
C4
/" REFLEGTDRIZED PORCELAIN ON
18 CADGE STEEL.
TYPICAL SECTION
BLUE BACKGROUND
�
N.T.S.
0
INTERNATIONAL ACCESSIBI(lTY
SYMBOL IN WH/TE
MINIMUM
FINE 1150
VAN EVAN SPACE ONLY
"'F ACCESSIBLE
p
R
2' GALVANIZED
o STEEL POST
ro �
4
� FINISH GRADE
12.90'
0
(N) CONE CURB SLOPE
SLOPE
— — -
4
ACCESSIBLE PARKING SPACE SIGNJr
NOT USED
6
NOT USED
C4
C4
C4
PA
INTERNA nONAL ACCESSIBILITY SYMBOL, 11/C4
8
9
48" UNLESS SPECIFIED OTHERWISE
ONINb
N 7
24" 24"
ON
12" HIGH
0
WTI1F LETTERS
4" WDE PAINTED
BLUE STRIPE
m
TYPICAL SECTION
4' WDE PAINTED
BLUE STRIPES
® 3' ON CENTER
N.T.S.
NOTE
O o
Az
CLASS SACK)
IO CONCRETE (5
c
0000
0'
PLANES EA. 40'
o o
NEAKENON
N£AKENED PLANE JIS EA. 20'
ACCESSIBLE PARKING SIGN 4/C4
ADD "VAN ACCESSIBLE' SIGN
ON VAN ACCESSIBLE STALL.
7
4'V -GUTTER W/ 3/4" DEPRESSION
g
NOT USED
9
ACCESSIBLE PARKING STALL
C4
C4
C4
9�
36"
PROPERTY LINE
TOP OF RAMP
5%MAX SLOPE FOR 48 lN. ROUNDED
23' 70 24' CENTER TO
CENSER SPACING O O O
8..
i
TP . THE 0/REC710N OF 7AAAEL
2 ?
4'-0' MIN
m
BLUE PAINTED BACKGROUND
SLOPE FINISH GRADE
10$ MAX t 2$
COLOR 15090 PER IS 595E
- -
11.a'f��-
"� ,
0 45"
Toa ola.D-
3, pr.f0$MA 4,
T_
SYMBOL
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g, 4, 5• 8.33$ MA
O
*17F PAINTED
o
BASE DIA.
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O
M
DISTM'O GRADE /4 RL&AR CONTTWOUS 0 11" OC
C4
NOTES.'°
l
�
APPROXIMATELY 3/4° � N021•
1. DOMES ARE TO MEET ALL A.D.A.
s
1/4'y L II H' AWAIT IF Rk RAMP SY&L HAW TRANSWRSf
REC'UIREMENES
NOTE.
r SIAN'ACf IEYR/RE Rp/pIER THAN RTt-
^' CUSS 7• CONCRETE (5 1/2 SACK)
S&cw"OW"
2. NO CLUE DOW DOMES ARE TO BE
USED
EXPANSION PLANES EA. 30'
2 ZRALY
Z. RAMPS R1 WALYS GUTTERS 0.4 STREETS
N£AKENfO PLANE J75 EA 15'
SHAlL � fZUSH AND EASE OF AWT pIMCES
creno c cErnrt LL BE URfAID
� POUR OV COMPACTED SUBBRADE
NOES, ,
3 CUSS :E'CdMREEf (5M,SACXk POW W Cpb°ACTED
CONFORM 70 DIMENSIONS IN 2076 CBC.
i FE RAMP svut HAW n 72 NCH wac "M WN 1/o-wa SygGgApf
RAISED TRUNCATED DOME PATTERN (VN—LINE)
s£cnoN 7109A.BB2
ceoVWS AvrRoaarArziY z/4Ncw o.c sEc crca�Nc ccrnx
DETECTABLE WARNING SURFACE
10ZI
TRUNCATED DOMES
11ZI
INTERNATIONAL ACCESSIBILITY SYMBOL
12
PERIMETER CURB
13
WHEELCHAIR RAMP
C41-,,--C41C41
C4
COL
T
r _ t
� J
SIT M]WE OR FIBER ROL
FER QSGI O£/OR .4-/
(I7 g�
�71
I
INSTALL SAND &IGS
PER CASOA LETAS SE -B
0 E
FT .e >,�� �A
A �y
v
SIT FETYCE OR fE1`? RaL
FER PSGI OEM X-1
o LIP 585
L/
r lD J
F
---_ _-- ---_ -__. ----. ----. rr tri ----. -_..- ----. ----. ---_ ----. -_.
4 a
S' S
a,
�_ IL�Ir�IIH
NTTALL SRA BAGS
PD? CA= DEFAE 3-8
C';1'9 & -Ell
A
—r FURNISH AND INSTALL
i5 TRAFFIC SIGNS 15 MPH
p p p 2 F FTAKE OR F49ER ROU PER CASOA DETAIL
SE -1 OR SE -5
SANDBAGS AROUND DRAIN INLET PER
CASOA DETAIL SF -8 (TIP)
rl
1. NON -STORM WA7ER DISAHARCES ARE PROHLLA7ED FROM ENMNG ANY STORM DRAIN SYSTEM
2 POLLUTAN75 SHALL BE REMOVED FROM STORY WATER DISMARGES TO DIE MAXIMUM EXTENT PAC77CAL
3 PORTABLE SANITARY MARES SHALL BE LOCA IED ON RVA DIELY LEVEL GROUND AWAY FROM MARTO
AREAS DRAINAGE COURSES AND STAN DRAIN INLETS
A EMPLOYEES SUBCONMACTOKS AND SUPPLIERS SHALL BE EDUCATED AN ALL MPS INCLUDING
CONCRETE WASTE STORAGE AND DISPOSAL FROOLVI RES
S SEDIMENT CONNI PRAC?7a5 SHALL UTEC77WLY PREIENT A NET INCREASE OF SEDIMENT LOAD IN
STM WATER DISCWAR(E
B MA 7D? SITE /N COMPLIANCE W/ CASOA NF/.
7. SNEEP STREET DAILY IN COMPLIANCE W/ CASTFA SC -7.
B INSTALL SANDBAGS AROUND (E) DRAIN RVLE75 ON EDGEMEW DRIVE.
N
1
1 5 1 10 211