1991-1073 G (Plans) w
R/W 60' R 1 WORK TO BE DONE
WORK TO BE DONE
BELLA VISTA DRIVE A GENERAL
IMPROVEMENTS CONSIST OF THE FOLEaWI G WORK TO BE DONE ACCORDING To to' 20' C/L 20' 10'
1. ALL WORK SF tAra, BE DONE IN ACCORDANCE WITH[ THESE PLANS
THESE PLANS, THE cura NT SAN DID30 C ENGINEER DEPARTMENT SATIOUITOS LAGOON THE STANDIAIRI� SPECIFICATIONS
FOR PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR ZMEFd7VIIIFNT OF , t , , 1 CONSTRUCTION, DESIGN CONSTRUCTION
STANDARDS OF THE
SUBDIVISION STREETS AND STANDARD REFERENCE DR LRAWI REIGIONAL
STANDARD
DRAWINGS. 2% 10 9 COSTA CITY OF FRAWI INGS. AND THE SAN DIEGO AREA H
2x .<r-- A < ' ANY CHANGES OR REVISIONS THEREFROM
T E-IEREFSY:M
DESCRIPTION ST D. D W G . N 0. LEGEND -- rl o SHALL AN
J BE APPROVED BY THE CITY ENGINEER PRIOR TO Y
_FIN STREE - SURF
I ED ACE I 1 � 2 O H SITE 2, IS REPORT IT= UPDP= GEO CHNICAL ENGI14EERING.
CUT BANK (2 1 MAX. ............ ............................... • L_� L_ _J 7 8 2 � INViSTIGATION FOR
IEUCADIA HOMES INC. PREPARED BY SHALL
PTIL HANK (T: 1 MAX) ......... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • LIMITS OF STREET CORE ` 1r
LUE HERONIE SLUFF CT BE CO W ID A PA OFF THIIS �S PL AN
��� ` '
PROPERTY BOUNDARY ................ ............................... AV ALL
BE VISTA DRIVE STA. +68.92 TO I3 + 3784 15 0 0 " GRADING SHALL BE DONE IN A°°'IznA
`rrrH THE
SWALLOWTAIL ROAD - TYPICAL CORE S RE AND SPECIFICATIONS ooNTAU4rID IN SAID
FINISHED GRADE ELEVATION ......... ............................... 34 NO SCALE 3 UT 3 3. RE PO
Or TIIIS PLAN DOES NOT CONSTITUTE APPROVAL OF
(STRUCTURAL SECTION TO BE CORE TESTED) Hp LO SIZES, IOCA77ON AND TYPE Or EFtAINnGE FACILITIES, NOR OF
LOT NUM21EIR ....................... ............................... O 18" RCP 4 LEGEND MYd)VEMLMS wrrr"
sTREET Rla OF - WAYS. SEPARATE
P / L P / L 6 o APPROVAL`; AND PE]R74ri5 FOR THESE SHALL. BE RD2UIRED IN
PAD ELEVATION .................... ............................... 351 40' C CONJUNCTION WITII IMPROVIMIT PLANS.
4. WRITTEN PERt41SSION SHALL BE OBTAINED FOR ANY OFF -SITE
EXISTING GROUND CONIC lit .......... ............................... O INDICATES SHEET NUMBER GRADING.
C/L 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS RD�UIRED
SIUlai DRATN ........................ .............................__ ----- 2.5' 17.5' 17.5' 2.5' LEUCADIA BL TO
ITMI.Cr ADJACENT PRO1UZ Q7RI24G GRADING OPERATIONS.
2 INDICATES LOT NUMBER ANYTHING DAMALED OR DESTROYED SHALL BE REPLACED OR PRIVATE TYPE
'B' CURD INI EP .... ............................... I?-2 ....... �~ 7., O. a' i 0. S' DRAINAGE VICINITY MAP 6. � �
SHALL BE RESPONSIBLE THAT ANY l�i[A4FIlT OR
SUBDIVISION BOUNDARY
IIEA[X JAT.i. TYPE ' B' ...................... ...............I- 32...... = = = =�1 2% 2% EASEMENT NO SCALE BENCH
MARK WHICH IS DISEWRBID OR DESMYID SHALL BE RE-
SLOPE AS 13 ESTABLISIIED AND REPLACED BY A RE)GISTFRID CIVIL ENGINEER
CONCRETE DrIT1[ ........................................ D- 75 ...... E FINISHED STREET SURFACE SHOWN ON
OR A LICENSED LAND SURVEYOR. s r t.5' PLAN S 7. THE
CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN AIL
�
'
rdP- RAP ......................................................... ry' �- r - _J -� 1P. SAFETY DEVICES,
INCLUDING SHORING, AND SHALL BE GRADING (C O N T .) RE= PONSIBLE FOR CONFORMING TO ALL IOCAL, STATE AND
SANDBAGS, EROSION PREVENrTON ..... ............................... CpCXDC� LIMITS OF STREET CORE 1TDLTvAL SAFETY
AND IEALTH STANDARDS, LAWS AND
} 5. ALL IT=, UYSJSH, (PASS AND DITHER OBJECTIONABLE MNTER REGULATIONS.
SFTALLSS " " " " " " " " " " " " " " " " " " " " " " " " ' -i -~ - -� B E L L O MAR DRIVE - TYPICAL C SECTI a SHALL BE CO LLECTED
, ECTED PILED OR OTHERWISE WISE DISPOSED Or OFT 8. GRADING AND EQUIPMENT OPE WING WITHIN ONE -HALF (1/2)
NO SCALE 0 �, THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT MILE Or A STRUCTURE FOR
I IUMAN OCCUPANCY SHALL NOT BE
SCALE 1 Z O , HAVE BFTN CLEARED WITH A NEAT AND FINISHED APPEARANCE CONDUCTED BETWEEN THE 1KX3RS OF 5:30
P.M. AND 7:30 A.M.
(STRUCTURAL SECTION TO BE CORE TESTED) m FREE FRCM UNSIGTLY DEERIS. APPROVAL Or LOCATION OF NOR ON SATURDAYS,
SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
(PRIVATE STREET) DEBRIS FILL SHALL BE SECURED Flm THE SOILS ENGINEER AND 9. NO GRADING OPERATIONS SHALL OOMIENCE
UNTIL A PRESRADING
R/w 60' 5 18" RCP �WOP�� G. ALL CRAD ENGINEER IG DETAIiS ILL DISPOSAL
IN ACCORDANCE WITH SAN DIEGO PRESENT: CITY INSPECTOR, CIVIL ENGINEER, 12, SOILS ENGINEER,
p OOUNIY STANDARD DRAWINGS DS -8, 1;-10, DS -11, AND D-75. GRADING CONTRACTOR AND PEZd4ITTEE. THE PREGRADE
METING
25' C/L 20' 5' co 7. GRADING QUANPITIIS SHOWN IIEdRI)DN ARE I-OR PERMQTT LUU SIIALL BE SCHILDUIID
WrTH TIME CITY AT LEAST 48 HCUFS IN
to �J ONLY All A1S Il(7T TO Lti USED FOR FIiIAL PAY Q[Jlt lIITIIS. �AN�-
SOILS ENGINEER'S CERTIFICATE 3' TOW' 12'70 20 12' TO 20' 0' TO E' 10'
VARIES VARIES VARIES VARIES 11 D. LANDSCAPING B. NOTIFICATIONS
I, RODNE'Y D. BAL ARD , A REGISTERED CIVIL ENGINEER IN THE SPATE Or I t 1 10' 1. ALL SLOPES SHJ%LL BE PLANTED AND
)IRRIGATED IN ACCORDANCE 1. TtiL FxIsauICE AND LOCATION OF UNDERGROUND UTILITY PIPES
CALIFORNIA, PRINCIPALLY DOING IN THE FIELD OF APPLIED 2% ti' 12 DRAINAGE WITH PLANS APPROVED BY THE CITY
ENGINEER. PLANS SHALL SEARCH STRUCTURES SIKUWN ON THESE PLANS WERE OBTAINED BY A
SOIL MECHANICS, HEREBY CERTIFY TTIAT A SAMPLaIG AND STUDY OF THE �- SEARCH OF AVAILABLE RECORDS-
TO THE BEST OF OUR
CONDITIONS PR>VAIENI' WITHIN THIS SITE WAS MADE BY ME OR UNDER FIHISH� STREET SURFACE - - EASEMENT OONE0F3f TO THE CITY OF
FNCINITAS GRADING ORDINANCE AND
SO L CONDITIONS
BETWEEN T44 DATES 9-3-88 AND 5 -25 -90. ONE COMPLETE- UNDER - J AIL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
a�C7WIE E PLANS, HOWEVER:
STING UPIISTIESS EXCEPT A$ SHOW
Or THE SOILS REPORT COMPILED FRCM TTBIS STUDY, WMI MY - I I t.t0' 2. SLOPES GRADING AND PLANTING SI BE
ACCOFIPLISC LE ALE, THE CONTRACTOR IS REWIRED TO TAKE DUE PRECAUTIONARY
SLOPES PRIOR TO OCTOBER 1 OR IEMIEDIATELY LION COMPLETION -
REOCr44ENDATI(N4S, IIAS BIEN.i[UIII•IIT'I7''D TU THE OFFICE OF THE CTl^I LIMITS OF / ,- . � MEAS(UIRL'S
TO PROTL;CP ANY EXISTING UTILI OR S7IRUCTUI21a
ENGINEER. FURTHEFdURE, I HAVE REVIEWED THESE GRADING PLANS AND STREET CORE OF ANY SLOPES, GRADED BETWEEN OCMEER
1 AND APRIL 15. LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
CERTIFY THAT THE RECMP ILNDATIONS INCLUDED IN THE SOILS REPORT For.
THIS PROJECT HAVE DUN INCORPORATED IN THE GRADING PLANS AND E. 1I0' ION CONTROL ur i Lx LSIBIZITY TO CONTACT
THE FOLLOWING ANY FM
SPECIFICATIONS. SAXONY ROAD - TYPICAL CORE SECTION VERIFICATION T' OR AND LOCAT of UPI ITI ES AND EXCA
NO SCALE NOTIFICATION 4' SUBDIVISION BOUNDARY ] - IN CASE ET1E.'.S,T�SIC'Y WORK
IS R[:'QU71R1:1), CONTACT JE[T FA1RG0 AT OF (CYMIINC7�4EI OF WORK:
(STRUCTURAL SECTION TO BE CORE TESTED)
SOILS REIOLRP BY: CONSTRUCTIC)TI TESTING AND ENG1T44FERRING, INC. (619) 456 -3520. SEWERS _ �CADIA COY
DATER DISP. 753 -0155
�j � DATE:
BY: E Q UIIMENP AND hOIRICET� FOR EMERGENCY LURK SFHALT. BE MADE A• B. GAS & ELECTRIC - SAN DIEGO
GAS & ELEC 235 -6323
'30 9/ /W R/ AVAILABLE AT AIL TIMM DURING THE RAINY SEASON. ALL C. WATER - OLIVM- PAIN PUNIC. WATER
DIST. 753-6466
RODNEY D. BALLARD RCE 43345 40 A Nl'ASSARY MATERIALS SHALL BE S'IIOMPILED ON SITE AT D. UU-L
iIONE - PACIFIC BELL 800- 422-4133
1 CONVINIFNP LOCATIONS TO FACILITATE RAPID CJNSTRUICPION OF E C1 TV _ DANIEIS CATV 438 -5241
TLMFORARY DEVICES WHEN RAIN IS ISffNENT. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48
10' 20'
C/L 10' 2' 1. DEVISES SI40WN ON PLANS SHALL NOT BE MOVED OR MODIFIED I1CURP PRIOR TO BEGINNING
ANY WORK ON THIS PROCIECT.
WITHOUT THE APPROVAL Or THE ENG11MRING INSPECTOR. PiME; (619) 944 -5070
oQ t�QFE$$l0* 4, 1 , i 1' 4. '1111] QONII2ACTtOR : ;HALL RESNrS ALL II2QSION CONTROL DEVICE 3. ITI CO T
RACT O IrJ ( GIV 944 1
.O 1 ALL N PEFR FOR
D 84 F,t 2x ItU TR r CH ORDER.
UN -O FROLUCINGIRAINFALL. THE CITY ISIGINLE3R WPPEKXUT BENEFIT OF INSPECTION WILL BE SUBJECT
TU
T1 IE CONIT RACTOR SHALE. INSTALL ADDITIONAL EROSION CONTROL REJFCI'ION AND RL3IJVAL.
o SURFA
Ne. C 043345 m I `� FINISHED S - CE ROAD
MEA AS MAY BE RDZUIl2ED BY T1IE CITY ENGINEER DUE TO
� I / j SAXOt4y UNCSd4PI1:TED GRADING OIEFRAT]:ON OR UNIURESI3I4 CIRCLMI LANCES
SUBDIVISION BOUNDARY I•,'HICI MAY ARISE. C. GRADING
4L Exp.j'Sv' 1 - P ? L ' J 6. TILE ODUIRACTOR SHALL BE RE:.TaNSIBLE AND SH TAKE
NECESSARY PREMITIONS TO PRL'VINP PUBLIC TRESPASS ONTO 1. ALL GRADING SHAL UNDER INSPECTED AND TESTED NH E BY A
HALL INSPECT
CIV ECT
It 0��\ :" - } '� AREAS WHIN IMPOUNDED WATERS CREATE A HAZARDOUS CONDI'T'ION. SOILS ITIGINffi2 OR
HIS DIRECTION. H SL IECT
F OF CA��E LIMITS OF STREET C
INDEX KEY MAP ALL F320iI0N CO! MIML MEASURES 1- TCVIDED PER THE APPROVED AND = THE lYCG1VATION PLACEMENT AND
Ca�ACII«4 OF FILLS
BELLA VI A DRIVE - TYPICAL CO R SECTION GRADING FLAN SHALL BE INCORPORATED HEREON. SU BAC AND (SMP
OF TRENCHES. H SHALL
I;. GRADED tAIUAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY SUETIIT SOILS REPORTS AS REQUIRED AND WILL
DOTP N LETIO THE
NO SCALE ITRCXd THE FACE or SLOPE AT TIIE CONCLUSION of EACH WORK SUITABILITY or ANY FILL MATERIAL.
UPON LION of
LEGAL DESCRIPTION ! RUCTURAL SECTION TO BE CORE TESTED) DAY. GRADING OPERATIONS HE SHALL SPATE THAT INSPECTIONS
AND
ALL THOSE PORTIONS OF THE NORTH HALF OF THE SOUTH I{ALF OF THE STA. IO +02. TO STA. 13 +37. 84 9. ALL REMOVABLE
PIMT)CTIVE DL•V1 S1049 SUUZ BE IN PLACE TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT
SOUTHEAST QUARTER OF SECTION 34, AND OF THE SOUTHWEST QUARTER OF � AT THE END OF EACII WORKING DAY WHEN THE FIVE (5)
DAY PAIN IN HIS OPINION, ALL EMBANRM?TS AND EXCAVATIONS WERE
THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 34, ` �� � . � _ �- IRoBABII.rrY FoREcA EXCEEDS FORTY PERCENT
(40 %) . SILT CONSIT43 TID IN ACCORDANCE WITH THE APPROVED GRADING PLANS
DECLA OF RESPONSIBLE CHARGE AND OIIIER DEBRIS SHALL BE RI37JVED AFTER EACH RAINFALL. AND THAT ALL DIBANICMFNIS
AND EXCAVATIONS ARE A CCEPTABLE
LE
TOWNSHIP 12 SOVIH, RANGE 4 WEST, SAN BEFdIIiIRDINO MERIDIAN, IN THE
OWNER CERTIFICATE FOR THEIR INTEND M' USE.
COUNTY T1'Y OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED IT IS AGREED THAT FIELD MIDITIONS MAY REQUIRE C IIANGES TO ' T rNE I IIERFEY
DECLARE THAT I AM TIIE ENGINEER OF WORK FUR THIS PROJECT 10. SHOULD GE[4MM ON OF HYDECISEEDID SLOPES FAIL TO PROVIDE
ROAD EFFECTIVE C17VERAGE OF GRADED SLOI'FS (90% OOVL•RAGE) PRIOR 2. THE CONTRACTOR SHALL PROPERLY
GRADE ALL EXCAVATED
STATES OAD t SURVEY, LYING OF THE CENTER , OF THE
COUNTY IZ R AS S SHOWN ON MAP OF COUNTY OUN7UNPY EAS ROAD SCJRVESt N0. 1317 317 A PLAT PLANS. THAT I IViVI: EXL•'FRCISED P.I.SIOKSIBLE
CHARGE OVER THE DESIGN DESIGN OF THE TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WTTIE SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PCbIDING
OF WHICH IS ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR OF SAID TT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
PROTECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS PUNCHED STRAW INSTAIdED IN ACCORDANCE WITH SECTION 35.023 OF WATER. HE SHALL CONTROL
SURFACE WATER AND AVOID
REGISTERED CIVIL ENGINFIR MAFR SUCIM GANGES, ALTERATIONS OR ADDITIONS CODE, AND THVtT TILE DESIGN IS CONSISTENT WITH CUIU U STANDARDS.
Or TIME EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK -ON THE
SAN DIEGO COMM.
TO THESE PLANS WILLCI rim DIRECTOR OF PUBLIC WORKS DETERMINES ARE OF CALIFORNIA 1)EPAIRTPli M T CONSERVATION.
SITE AND SHALL TAKE REMEDIAL
IAL MEASURES TO PREVENT EROSION
A S BUILT NECESSARY AND DESIRABLE TOR THE. PROPER COMPLETION OF THE I UNDERSTAND THAT MIE C ILCK Or PM= DRAWINGS AND SPECIFICATIONS
_ OF FREMILY GRADED AREAS UNTIL SUCH TIME AS PERD4it4M U
IMPROVEMENTS. BY 'THE (TTY OF INCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT EIV02 BLE AND' EROSION CONTROL
MEASURES HAVE BON V
ZONE q I FURTHER AGREE' 'N OMOiCE WORK ON ANY II•II'[mVE M NIS SHOWN ON 'THESE RELIEVE ME, AS ENGINEER OF WORK, Or MY RESPONSIBILITIES
FM IN•`TI ILED Z
RR -1 t � c� S -�9 / 3 PLANS WITIHII EXISTING COUNTY RIGiMr -OF WITHIN 60 DAYS AFSII2 PROJECT DESIGN. *
3. AIL AIRFAS TAO BE LEERED SHAIZ BE HRELARIID TO FIE FIIdID AND 0 %
EARTHWORK QUANTITIES : FILL, SHALL HE PLACED IN ACCORDANCE WITH STANDARD
ISSUANCE OF THE CONSTRUCTION PEI3•IIT AND TO PURSUE SUCi WORK ACTIVELY
J.H. PALACIOS RCE 37031 DA SPECIFICATIONS. AIL VEGETABLE MATTER AND OBJECTIONABLE
ON EVERY ILOBU4AL WORKING DAY UNTIL OCPiPIEI7�, IRRESPECTIVE AND JP UM4GINEFRING, INC. µOFESS /p EXCAVATION: 17,800
C.Y. FILL: 17,800 U. Y. Z
JP ENGINEERING, INC. INDEPENDENT OF ANY Or= WORK ASSOCIATED WI'III TIIIS PROJECT OR UNDER 8265 -A VICKERS SIRE T � P N
MATERIAL MIALL BE REMOVED BY THE COI FROM TIIE
SITE ADDRESS 69 569 737 MY CONTROL. SAN DI17G0, CA 92111 �� F N. A l l 4\ \ SURFACE UPON W[IIC4
THE PILL IS To BE PLACED. LOOSE PTIL CC
<' 2� W1vSrE /ITIT: -0-
I FURT]�R CERTIFY THAT A RF.GISI M SOILS ENGINEER OR GDOICGIST HAS ( 619 ) 569 -7377 $�G BE u'
AND ALLUVIAL SOILS SHADS REMOVED TO SUITABLE FIl34 W
NORTH OF SWALLOWTAIL ROAD AND BELLA VISTA ROAD AND EAST OF SAXONY BEEN OR WILL BE RETAINED TTO SUPEIMSE OVER -ALL GRADING ACTIVITY AND _
NATURAL CIMID. THE EXPOSED SOILS SHALL BE SCARIFIED M W
! �t-�l No. 7 ?"" p A) AVERAGE LE[Mi OF CUT 4£3 C.P. - ?.7 F 'r A DEPTH OF G" AND T7IFN COMPACTED
TO A MINIMUM OF 90 Z
ROAD, , IF3KADIA. AD VISE COI TIIE COMPACTION AND STABILITY OF THUS SITE. LATE. N
T3Y. JORGE OR ORGE I I. PAIACLOS, RCE 32031 �� (�3/ Z. � " *f 180 S.F. PET U) r
+ RCINP. TT SHALL BE THE CIOEIIRFICIOR'S RESPONSIBILITY TO
MY REGISTRATION EXPIRES DECEMBER 31, 1992 e' B) AVERAGE: HEIClrr 01' FII.T. = h80 C.P._ = 3.8 PFET PLACE,
SPREAD, WATER AND COMPACT THE FILL IN STRICT CC
T clw)_ � /�a ACCORDANCE WITH SPECIFICATIONS. Z
HYDROLOGY /HYDRAULIC STUDY OWNER: OWNER: 9� Of GAL`FO 127,00 S.F. 4• Cli FILL, SLATES SHALL BE CUT` AND TRIMS
TO FINISH W W
PREPARED BY : AN H. LIN HUI -LAN N
c) rvCxlrU4 DEI'ITl or cvr =- 16 GRADE TO PRODUCE �UOI11 SURFACES AND UNIFORM CROSS
Y '
SETS
JP ENGINEERING, INC ADDRESS c/o DAVID LIANG SECTIONS. SHE SLOPES Or EXCAVATIONS AND EMBANKMENTS
7710 BALBOA AVENUE, SUITE 111 SOLAR NOTE D) MAXIM4 DT=I OF FILL, - 11 FEEL' SHALL BE SHAPED, PIANTID
AND TRIIP4P IU DIRECTED BY THE
O SAN DIEGO, CA 92111 TEL: (619) 576-3000 ENGINEER OF WORK AND LEFT IN �.A NEAT
AND CRDIRI3t ELI,
ALL LOTS WIMIIN T]IIS SUBDIVISION HAVE A MININAUM OF 100 SQUARE FEET ) � CONDITION. ALL STUNES, ROOTS
AND OTHER WASTE MTTFR cc a
]; MAXIMUM $ .,EDIT•. (XJ WFIICI PIdOF175ID GRADING WILL G•
J.M. PALACIOS R.C.E. 32031 .DATE ASSESSOR'S PARCEL: 216- 110 -136 Or SOLAR ACCESS FACT EXISTING AMlD /OR PROPOSED [XVELi.ZrIG UNIT AS
OCCUR: 25 TO 40�. EXPOSED OR EXCAVATION OR F3+19ANIQ•�27r STAFFS WHIQi ADZE
REQUIRED BY SrKTION 24.27.010 OF THE CITY MUNICIPAL CODE. *NOTE: GRADING QUANTITIES SHOWN HEREON LIABLE
To BECOME LOOSENED SH ALL BE REMOVED AND DISPOSED Q Lo
• 4
ARE FOR PERMIT PURPOSES ONLY AND ARE OF. THE TOE AND 'POP OF ALL STAFFS SHALL BE ROUNDED IN
Z
T a Construction contractor agrees tnat n a ccor NOT TO BE USED FOR FINAL PAY QUANTITIES. ACCORDANCE
WITH THE GRADING ORDINANCE . N
dance with generally acce ted construction
g p
• a AL 8 -18- 93 AS- EsUILT practices, construction contracto+ will be required to assume sole and complete responsibility
for -
COMMUNITY DEVELOPMENT REVIEW J.11. PALACIOS RcF. 32031
• 1 �}� �2 job site conditions during the course of construction of' the project, including safety of all persons CogforniaCawnCll
UNAUTHORIZED CHANGES & USES: The engln preparing
N O BATS S Y DESCRIPTION N • Y DATE DESCR IPTION MY PE)GI`'TRATION F - APIRI DECEMBER 31, 1992 and property: that thin requirement shall
be made to apply continuously Ofa*M•
and not be limited to ���� these d Ccilifornio Council I� (n
normal working hours, and construction contractor further agrees to defend, indemnify and hold r{,•w�• th plans will not
be responsible for, or liable for, unauthoriz
CfCIA & w LLJ (n
JP E N G 1 N E E R I N G , I N Ci . [ N O j I) Q f w 0 R K : FILE COD [ design professional harmless from any and all liability,
real or alleged, in connection with the 8i1R1f1d�{N11wOf! changes to or uses of these plans. All changes to the plans must be
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