1999-5974 G (Plans) A. 6ENERAL DECLARATiON OF 3P ONSiBLE CHARGE SOILS ENGINEER'S CERTIFICATE
1. , %.L V40RK SHALL. !)E DOW IR AwU)MANCE N IFS TFeSE 2. CON TRACTOR SFfA�1. tbTTF1' TFE UT'Y �161NEER5 OFFiGE T. ALL EROSION GOKTROL MEA SURES Pi WILTO
PER THE
BANS, TM 5TAI�ARD SPEGtFiGAT10N5 FOR RIBLIG WORKS HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.
1 t�REBY DECLARE THAT I AM THE t3alGi1�EER OF WORK FOR THIS I, DAMEL. B. /!DEER A REcSi'S'i'EiRE'D GIViL 19�GiNLS=R 1M THE STATE OF
CONSTRUCTION, THE DESIGN GON�TRUGTION STANDARDS OF PHONE: CT60 b33 -2TT0. g, �AVEp AREAS AR+OIJND THE PROJECT PERIMETER �T PROJC -GT, THAT I HAVE
EXERCISED RESPONSIBLE CHARGE OVER THE CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED 501E
GIN OF BrGINiTAS AND THE SAN DIE60 AREA RE6101'fAt. DRAIN AWAY FROM THE FADE OF SLOPE AT THE CONCLUSION DESIGN OF THE PROJECT AS DEFINED IN
SECTION 6103 OF THE BUSIN MECHANICS, HEREBY U3RTtiY THAT A SAMP't_IN6 AND STUDY OF THE 501E
THE
TM CAT RD ANY THE E5 OR REVIS IONS S. THE COi� TRAC TOR SHALL ON4 24 "OURS 107"CE ON GALLS AND PROFE5510N5 CODE, AND THAT THE DESIGN
15 CONSISTENT WITH CONDITIONS PREVALENT HITHIN THIS 94TE WAS MADE BY ME OR UNDER
THEREFROM
SHALL BE B1' THE CITY IONS Lit FOR INS (`Tb0) b33 -2170. ALL WORK PECTION. PHONE: OF EA�C. W Gt1RRENT STANDARD'.
-1
H ORK DAY. MY DIRECTION BETYVEEN THE DATES 1-I- " AND & -26 . OIL
PRIOR TO ANY LL EST FOR IN ED BY (l" TROUT BENEFIT OF INSPECTION HILL BE SUBJECT TO A. ALL /ABLE ��� SHALL BE fiV
C.01 L TE COPY OF THE SOILS PI
REPORT COMPILED FROM THI5 5TUDY,
REJECTION AND REMOVAL. I UNDERSTAND THAT THE CHECK OF PROJECT AND WITH MY ATiONS, HAS BEE�i SUB" TiED TO
THE OFFICE OF
2. TM 5025 ART T7 _W PRM- M1. Q ITGAL T. PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5�
PR> =PARED BY 'SO GAL SOILS 4 TESTING Co. 6�AD� DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT S BY THE CITY OF ENGINITAS IS CONFINED
TO A REVIEW THE CITY t�IGINEER. , I HAVE REVIEWED THESE GRADING
G INCORPORATED IN THE
DATED 6-26- SHALL BE GONStDERED AS, A PART (40AL). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER ONLY AND DOES NOT RELIEVE ME, AS ENGINEER
OF WORK, OF MY PLANS AND GERTiFY THAT THE ATION5 INCLUDED IN THE
OF THIS GRADING PLAN. ALL GRADING SHALL 13E DONE M oFESS
1. ALL GRADING ' SHALL BE OBSERVED A?V TESTED BY A RESPONSIBILITIES FOR PROJECT DESIGN. SOILS REPORT FOR THIS PROJECT HAVE
BEEN GUAL.IFiED SOILS ENGINEER OR UNDER Hf5 /HER DIRECTION. �H RAINFALL. � �
/, RADI NG ND IFICATi
AGC.ORDANCE WITH THE REC.Ot-i DATIONS AND M#�iE MALL OBSERVE AND TEST THE EXCAVATION 10. D �TTON OF SLOPES FAiL TO MARTELL B.
v �8
SPECIFICATIONS CONTAINED IN SAID REPORT. FLM AN12 COMPACTION OF FILLS AND BACIU9LL3 AND PROVIDE EFFECTIVE OF GRADED SLOPES (40% LA COSTA
ENGINEERING
51C-�s
3. APPROVAL OF THIS PLAN DUDE" NOT CONSTITUTE A P' OVAL OF C40HPAGTION OF TRENCHES. HE/SHE SHALL SUBMIT SOiLS COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES
SHALL BE 2362 GA"NO VIDA ROBLE, STEL NO. C - A �
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF ARTS AS REQUIRED AND WILL DETEiZMI?1 E THE STABILIZED WITH PUNCHED STRAW INSTALLED IN CARLSBAD,
GA 4200A
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE SUITABILITY OF ANY FiLL MATERIAL. UPON COMPLETIONS OF ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND (160)
431 -0240 , cMV * RCE NO., 56037 RO ib 4
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN 6RADiNG OPERATIONS HE/SHE SHALL STATE THAT SEDIMENT GONTRoL HANDBOOK OF THE STATE OF CALIFORNIA
CF
ONNCTION WITH 1 PLANS. OBSERVATIONS AND TESTS HERE MADE BY HIM/HER OR UNDER DEPARTMENT OF CONSERVATION.
E V. DATE:
CJU b -JO-OO 1
t"N5/HER SUPERVISION AND THAT IN HIS/HER OPINION, ALL BY: DATE: 3 -11-00 In I
4. WITTEN PERMISSION SHALL BE OBTAM4M FOR ANY OFM1E CMIDANKMENTS AND EXGAVAT10Pl'r HERE GONSTTa1GTtZ7 IN E I I MIROSEED
E. * tiMlR
ACCORDANCE "TH THE APPROVED &RAVING PLA45 AND THAT L HY ZOSEEDING !SMALL BE APPLIED TO ALL SLOPES THAT ARE RCE NO`.$ 50344 EXP. DATE:
6-30-01 AIiL +
ALL
S. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAIMON5 NT THEIR INTENDED USE. EXC AVATIONS ARE ACCEPTABLE FOR D : :I (HORIZONTAL TO VERT1GAl.)5 OR STEEPER
WHEN THEY REQUIRED TO PROTECT ADJACE PROPERTIES DURING
GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED 2 THE CONTRACTOR 9"ALL Y GRADE ALL MAVATffi AL DATA:
SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING lfURFAGES TO PROVIDE POSITIVE DRAINAGE AND PREVENT D. THREE �� OR 1''R7RE FILL AREAS.
PRIOR TO GRADING. PtONEANG OF WATER. HE /SHE SHALL CONTROL SURFACE V S TEtPEST EXISTiNtS NATURAL SLOPE ON - SITE 42
16
6. THE SHALL BE THAT ANY HATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO b. FIVE >� � � MORE � AREA
TO EROSION DUE TO THE OMERS CERTIFICATE
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL 2) MAXIMUM VERTICAL DEPTH OF GUT
MONUMENT OR BENCH MARK WHICH 15 DISTURBED OR RESISTANT CHARACTER OF THE MATERIAL AS,
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED Or A MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS BY THE CITY ENGINEER 1 (V HEREBY CERTIFY
THAT A RE61S I ERE D SOILS ENGINEER OR
REGISTERED CIVIL ENC71NEER OR A LICENSED LAND UNTIL SUCH TiME AS DRAINAGE AND EROSION 6EOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVI5E
OVER ALL 3) MAXMMJM VERTICAL DEPTH OF FILL • _�.._
SURVEYOR CONTROL. MEASURES HAVE BEEN INSTALLED. 2, i M6ATION SHALL MAINTAIN THE WnSTURE LEVEL OF THE 6RADiNG ACTIVITY AND ADVISE ON THE COMPACTION
AND STABILITY OM=
T. THE SHALL DESIGN, GOF6TRIJGT AND MAiNTAf N
S. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLlg7 501E AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE THE SITE. 4)
AVERAGE DEPTH OF GUT = _ An G Y. x Z? • ��'
S i oS S.F.
ALL SAFETY DEVICES INGLUDfNb SHORING, AND SHALL BE AND FiLL SHALL BE PLACED IN ACCORDANCE WITH STANDARD HYDROSEEDED GROWTH.
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND SPECIFiCATIONS. ALL VEGETABLE MATTER AND �
FEDERAL_ SAFETY AND HEALTH STANDARDS LAWS AND 06,EGTIONABLE MATERIAL SHALL BE REMOVED 13Y THE S. MIX SHALL. OF ALL THE 5*NA DATE: /,
�� A� OF FILL S.F. s •
REGULATIONS. SE t�0'NTRAGTOR FROM THE SURFACE UPON WHICH THE FILL 15 TO
eE PLACED. LOOSED FILL AND ALLUVIAL SOILS SHALL BE 1. SEED MiX SHALL CONSIST' OF NO LESS THAN, ,
6. ORAVIN6 AND EQUIPMENT OPERATING mnm ONE-HAiL F (V/2) PtE OVED TO SUITABLE FIRM NATURAL 6ROUND. THE a. 20 LBS. PER ACRE OF ROSE GLOVER
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT 13E EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6s AM b. 20 LBS. PER ACRE OF ZORRO FESCUE EARTHNORKt
CONDUCTED BETVtMN THE HOURS OF 5:30 P.M. AND 1:30 A.M. THEN COMPACTED TO A MINiM'LJM OF 40 P'ERGENT. IT SHALL BE c.. 3 LBS. PER ACRE OF E SCHOOL CAA
GALIFOIMCA
NOR ON SATURDAYS, SUNDAYS AND CITY REGO&NiZED THE CONTRACTOR'S RESPOW-ABiLITY TO PLACE, SPREAD, d. 4 LBS. PER ACRE OF ACHiLLEA "LLEFOLIA GUT : G
Y. PROPERTY LINE
HOLIDAYS. HATER AND COMPACT THE FILL IN STRICT ACCORDANCE NTH s. 3 LBS. PER ACRE OF AL1r' sw (CARPET OF SNOHo
SPECIFICATIONS. P. V2 LB. PER ACRE OF DIMORPHOLECA �,L : ' C'Y, EXISTING IrONTOUR -- ---. -. q. NO
NO GRA1 OPERATIONS SHALL COMMENCE UNTIL A g. ITEMS c., d, s, AND F OF THIS SUBSECTION MAY BE LIMITS OF GRADING ----
'-"
PREGADiNG MEETING HAS BEEN HELD ONSITE NTH THE 4. CUT AND FILL SLOPE'' SRALL BE GUT AND TRIMMED TO FLITS" OMITTED ON LOCATIONS H HERE THE AREA wwcw
C►R - G.Y.
FOLLOWING PEOPLE PRESENT= CITY INSPECTOR, C ML TRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM OZOSS HYDROSEEVED 15 NOT VISIBLE FROM EITHER A
FINISH ELEVATION
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND +SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS PUBLIC STREET OR RESIDENTIAL STRUCTURE-5.
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULE SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY A. ITEM a OF THIS SUBSECTION MUST BE INOCULATED
TOPOGRAFW DRIVEWAY APPROAC14 4644A �
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLINS THE ENGINEER OF WORK AND LEFT iN A NEAT AND ORDERLY NTH A NITROGEN FIXING BACTERIA AND APPLIED
060) 633 -2110 CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER DRY EITHER BY DRILLING OR BROADCASTING TOPOGRAPHIC '.SURVEY PERFOF*IED BY
LA COSTA EN6iFEER11 SANDBAGS
f0. PRIOR TO HAULING DiRT OR t.ON'rTF3JGTTON MATfl�tTAiL3 TO �05ED OR EXCAVATION OR ET�iBANKMENT SLOPES H KICH AID BEFORE HYDR05EEDING.
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND L ALL SEED MATERIALS SHALL BE TRANSPORTED TO ON FEBRUARY 6-10, 1441.
ANY PRO 1 05M CONSTRUCTION SITE WITHIN THIS PROJECT THE DISPOSED OF. THE TOE AND TOP OF ALL SLOPE;' SHALL BE THE JOD5ITE IN UNOPENED CONTAINERS WITH
THE
DEVELOPER SHALL SUI!"T TO AND REGEfVE APPROVAL FROM PIOUNDED IN ACC.ORDANCE MTH THE 6RADiNG ORDINANCE. CALIFORNIA DEPARTMENT OF FOOD AND
THE GI TY EN 51NEER FOR THE PROPOSED HAM ROUTE. THE
DEVELOPER SHALL GOF'fP'LY WITH ALL GONDiT10N3 AND A6RIUIL.TURE GERTiFiGATION TA6 ATTACHED TO, Underground Service Alert .
REGxJIREMENTS THE UTY ENcSfM�E1 =R MAY M�fPOSE WiTH I �_ SH ALL , &RASH, AHD OTHER OR PRINTED ON SAID CONTAINERS.
REGARDS TO THE HAULING OPERATION. DISPOSED OFF THESITTE BY TED, PILED OR THE CONTRAG ISE i
S TO '� ADDED TO THE HYDROSEED SLURRY N AT THE _ Ca 11: TOLL
N. UPON FINAL GOMPL.MON OF TI=E MW TFE ORAflfIN<S LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT DISCRETION OF THE CONTRACTOP,
PERMIT BUT PRIOR TO FINAL 6RADiNG APPROVAL AND/OR AM FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. i - 2 21 - 2 600
FINAL RELEASE OF SECURITY, AN C MPICATION AF`PROVA'L- OF LOCATION OF DEBRIS FiLL SHALL BE SECURED 2. TYPE I MULCH APPLIED AT THE RATE OF NO LESS
THAN
SHALL BE PROVIDED STATING: 'THE 6RA\DI1V6 UNDER PERMIT FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE 2000 LBS. PER ACRE. T MIA-CH 6 IA-CH ('STRAH)
MAY BE
SUBS p1.�P0'SAL OF ANY SUCH MATERIAL. SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY
NO. 5414 -6 HAS BEEN PERFORMED IN TANTIAL
CoONFORMANCE WITH THE APPROVED &RAVING PLAN OR AS V. EROSION CONTROL. APPLIED FIBER MATERIAL. r�EN STRAW 15 USED IT TWO WORKING DAYS BEFGKL�
Imu DIG
SHOV'Q�l ON THE ATTACHED AS- GRADED PLAN'. THiS MUST BE ANCHORED TO TEN= SLOPE BY MEGHANIGAI.LY
STATEMENT SHALL BE BY THE DATE AND L W G Y KOM IS 1 CONTACT PUNCHING NO LESS THAN 50SMs OF THE STRAW INTO THE
t5NATURE OF THE GIV1L ENGINL�R WMD CERTIFIES SUCH �T �-� AT (562) 546 -5516 SOIL.
31
GRADING OPERATION. AMERiGANS WITH DISABILiTES �.
_• AND FOR SHALL BE S. FERT1LMEER OF AMF-1ONNM PFfiOSPHATE 1. ALL. SLOPES SHOH N ON THIS PLAN WERE DESI6NED BELOW MAX"45
ALL ONED -�
E3. K"FiCATIONS MADE AVAILA AT ALL TIMES DURING THE RAINY SEASON. SULFATE, 16 -20 -0, WITH 15% SULPHUR APPLIED AT THE BY THE AMERICANS WITH
DISABILITY ACT ACCESS GUIDE (A.D.AA.G) IN ORDER TO ALLOW
ALL NECZ95ARY MATERIAL'S SHALL 19E STOCKPILED ON SITE AT RATE OF 500 LOS. PER ACRE.
1. THE E)CiSTENGE AND LOCATION OF UND Willy ALL
LOCATIONS TO FACILITATE RAPID CONSTRUCTION FAMILIARIZE CONSTRUCTION TOLERANCES. IT 15 THE G�ITRAGTL�S RESPONSIBILITY TO
FAMILIARIZE THEMSELVES WITH A.D.AA.6. AND IN THE EVENT THAT A DE5167N QUESTION •
PIPES AND STRUCTURES SHOWN ON THESE PLANT' HERE OF TEMPORARY DEVICES WHEN RAIN IS IMMiiENT. AREAS TO BE SHALL BE PREPARED PRIOR TO SHOULD ARISE,
OR A FIELD CONDITION BE DIFFERENT THAN SHOWN ON THESE PLANS,
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO TIE HYDR05EEDIN6 BY:
BEST OF OUR KNOHILED&E THERE ARE NO EXISTING UTILITIES 3 D�/iGL° SFiOFN ON PLANS SHALL NOT BE MOVED OR WORK SHOU,..D CEASE AND THE ENGINEER NOTIFIED
50 THAT AN ACCEPTABLE SOLUTION
CAN
EXCEPT AS SHOM ON THESE PLANS, HOHEVERM MODMFiED HN1T fOUT THE APPROVAL OF THE EN6INEERIIVG 1 THE SURFACE TO BE PLANTED BY ANY OR BE DETERMINED.
7Q
N,I f WE CTO R, 2. THE CONTRACTOR 15 ADVISED TO GARERILLY CHECK ALL PHASES OF WORK RELATING v
A COMBINATION OF: TO A.DAA.G. ACCE FOR THIS PROJECT. SINGE THE CODE DOES NOT ALLOW FOR A
THE , i5 MEASURES T O TO TAKE DUE PROTECT ANY E�+ 4. THE R SHALL F ES I ORE ALL EROSION CONTROL CONSTRUCTION TOLERANCE, ANY CONSTRLIGTION
THAT EXCEEDS MAXIMUM OR MINIMUM j
PRECAUTIONARY MEASlJRE-5 TO
UUOCAT IDEVIGES TO WORKING ORDER TO THE SATISFACTION OF THE Gt. TRACK HALKiNG SLOPES' STEEPER THAI 6A. DIMENSIONS AND .DAA Cr.
SLOPES AS GALLED OUT BY A. ARE SUBJECT TO REJECTION
UTILITIES OR STR CT L AT ED AT THE WORK SITE ���
IT IS THE C: TR TBS R TO CONTACT CITY �'� AFTER EACH RUN -OFF PRODUCING RAINFALL, b. RIPPING AREAS THAT WILL NOT BREAK UP US1N6 BY THE
CITY AND MAY BE REQUIRED TO BE � AND REPLACED. %P
THE FOLLAWIN6 OVNERS OF SAID UTILITIES OR ITEM "a" ABOVE. 3. SINGE THE CK4L ENGINEER OR SURVEYOR CANNOT CONTROL THE EXACT Mffn O
OR
UC .
STRTURES PRIOR TO ANY EXCAVATION, FOR 3. THE CONTRACTOR SHALL MTALL ADDITIONAL EROSION MEANS USED BY THE GENERAL C,ONTRAGTOR OR THEIR TORS
DURING
CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY Z. GONDIT14MN& THE SO" SO THAT CONSTRUCTION iT 15 5U1TAME FOR 6RADING AND ONrTRUCTION
OF THE PROJECT, THE CIVIL ENGINEER OR SURVEYOR
VERIFICATION AN LOCATION OF UTILITIES AND ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR PLANTING BY: ASSUMES NO RESPONSIBILITY FOR FINAL
ACCEPTANCE OF ADA.A.G. RELATED ITEMS
UNFORESEEN NOTIFICATION OF OF WORK= CIRC.IJMSTANGES WHICH MAY ARISE. F THIS PROJECT BY THE CITY, a. ADJUSTING
THE SURFACE SOIL 1�fi015TUIZE TO ANY OTHER AUTHORITY , OR OTHER AFFECTED PARTIES. GARpRt RD.
a. SENERS - L.EUGADiA COUNTY HATER ViSTMCT (760) 153 -0155 6 THE CONTRACTOR SHALL BE RE'SPrONSI'ME AND SHALL TAKE PROVIDE A DAMP BUT' NOT SATURATED SEED
BED. GOiMPLIANC.E VM TM AD.A". GC)NSTRUGTION RECW11REHNTS HiLL iJE TM 5OLC
b. &AS, 4 ELECTRIC, - S064E (600) 422 -4133 NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO RE5PCINSIBILITY OF THEN CONTRACTOR
AND GENERAL CRACTO HIS TORS.
�
G. WATER - SAN DIEWTO WATER DISTRICT (760) 153 -6466 AREAS P44EN IMPOUNDED WATERS CREATE A H b. THE OF AMENDMENTS, S ALINE
d. - PACIFIC BELL (800) 422 -4133 ADJUSTMENT, ADJUSTMENT, USTME NT, AN � OR C,OVERIN6 S
coNDITION. SOILS TO PROVIDE VIABLE CONDITiONS FOR PRIVATE ENGINEER'S NOTICE TO CoONTRA �A171A B[.W.
s. GATV - (800) 422 -4133
GROWTH.
CONTRACTOR A6RlES THAT HE SHALL ASSUME SOLE AND COMPLETE
04CINTA& 1" 110 SM DIMUITO ADIA GQMTM RESPONSIBILITY FOR JOB SITE CONDITIONS DRAIN& THE COURSE OF
HYPKVtPttVtu AREAS SHALL BE MAINTAINED TO PROV117E A C,ONSTRLJGTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONAS AND
MW I WTION 00". HAT .. HATM VISTMOT HAM DISTRICT VIGOROUS GROWTH UNTIL THE PROJECT 15 PERMANENTLY PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE I
B^ED BY: ��D BY LANDSCAPED OR, FOR AREAS HHERE HYDROSEEDiNG 15 THE LIMITED TO NORMAL WOR HOU RS; AND THAT THE CO NTRACTOR SHALL
2
�s HOLD I�GEt6d�� AV OW pL=RMAiENT LANDSCAPING, UNTIL THE PROJECT IS DEFEND, I A AN D REAL TH
ALLE R AN THEE TI iTH THE FROM %AOI'hI1�i Y MAP
01�. A l AM ALL 5ECURITY RELEASED. PERFORMANCE OF WORK ON THiS PROJECT, EXCEPTING FOR LIABILITY
N.T.S.
VALID FOR 2 YEARS DATE VALID FOR 2 YEARS DATE VALID FOR Z YEARS DATE ARISIN6 FROM THE SOLE NE- &L*ENCE OF THE OTMER OR THE ENGINEER.
� Q
REVISIONS APPROVED DATE ces DATE DOCH MARK SI*� CITY AI-S ITY Cr �iC.11�lITAS I NEERI N Ef'A4RTMENT DRAV�II
NG NO.
i.or,�roN, MONUMENT 'WHITE' LOCATED Do" p� PREPARED lR SUPERVISION OF RAVING PLANS FORS
I ON
OF V.SIDE OF GASCONY RD. & 130' S AM
MMAP 3� 1/2' BR 1
ASS DI SC E IN 12' SO
HORIZONTAL RE,na�D BYE DATE DYE
CONC. PARCELS I THIZIJ 4 PARC.a MAP N0.
VERTIGA L ��` RAGE N6 SD444
aeroxoe� � _�� EXPO 6/41 DATE. I l /02 / d DATE 1 �� �►' �l� '
eltvAM* 31L47 USCLM VAL D FOR 2 YEARS DATE wr:re.L a mowoomew?lq PROJECT NO. TPM 44-062 SHEI =T
I OF 3
N
GAUTI ONE 111 CONTRACTOR SHALL FLAG r
AND PROTECT THE EXI5TIN6 z�' -
MONUMENT TO THE 5AT15FACTION
OF THE GITY ENGINEER. • ,
FH
w� � - - A T � ADM 7' ROW
plOg'- / 0 IGATION
9O _ �-- - - / bb • ,� PER P.M.
G O V A Y � _ _ _ GiG AND PGG 5 ... ,,�
A - - PER DWG 5c"4-1
EP - -
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SCJ^lER MAIN
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EASEMENT PER
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TYPICAL STREET SECTION N.T.S.
d
REFERENCE ONLY
SEE DWG 59 ?41
0-15 EXITS INTO BURGUNDY RD. RO K
REVISIONS APPROVED DATE REFEREES DATE MAX BGALl.' ° G °
NC I CI AS CITY Cr 1NIT" ENGINEERING DEPARTMENT DRAWING NO.
Loc.Anorw MONUMENT 'WHITE" LOCATED PLANS PREPARED UNDER 54jPERV1510N OF RECOMMENDED A D GRADING PLANS FORS
N TTH NE TIDY OF 14, CREST CREST AGRE5 HORIZONTAL I" = 20' DATE= 2MIq BY: _AA-AAJ -- BY: WA SCOW ROAD ✓���"'�
MAP 2019 3 1/2" BRA55 DISC IN 12" 90.
Cowl. VERTiGIV.. RC E. NO. 50344 DATE. 11/01 / DATE= 1 1 - 1-11 0 0 PARCELS I TMR11 4, PARGB. MAP NO.
�� EXP.: 6 /01 '
Knox 311.47 am V5G 4 G5 MAR B. H&NTC-OHB;�D PROJECT NO. TPM 44-062 SKEET 2 0 F 3
I V A
GAUTIONiII CONTRACTOR 5HAtLL FLAG
AND PR0TEG T THE EX15TI N a �IC3N�: t7`ETA1L5
MONUMENT TO THE SATISFACTION OF T- GITY EN61NEER.
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:
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FZ _ _-_ ___ ACTS AS SPLL W WM ENIX OVERLAPPED
,• ADD`L ?° RC7f�I DETAIL I
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