1991-1301 G (Plans) WORK TO BE DONE WORK TO RE DONE(CONU
GENERA 4 1 ALL WORK SHALL BE DONE IN ACCORDANCE W17H 7HESE PLANS, THE SCRIPPS MEMORIAL H O S P 1 TA L GRADING
STANDARD SPECIRC477ONS FOR PUBLIC WORKS CONSTRUCTION, THE
DESIGN CONSTRUCTION STANDARDS OF THE C17Y OF ENCINITAS AND 7N£ 1 ALL GRADING SHALL BE OBSERVED AND TESTED BY A
QUALIFIED SO /LS
SAN D /EGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR ENGINEER OR UNDER H /.S DIRECTION. HE SHALL OSSERVEANO
7EST THE
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PR /OR TO EXCAVA7I0N PLACEMENT AND COMPAC77ON OF FILLS
AND 8ACKRLLS AND
ANY EST FOR /INSPECT /ON. NO PLOT CO OF TRENCHES. IT SHALL SUBMIT REPORTS PO REQU IRED
2 SOIL THE SO /LS REPORT T /TEED GEOTECHN /CAL INVEST /GAT /ON PARKING LOT AND AND D WXLWILL DETERM INE II1E SUITABILITY
OF ANY f1LL LL A491ERG9L. UPON
DRIVE AREA,SCR/PP5 MEMORIAL HOSPITAL ENC /N /TAS CALIFORNIA, SMH PROJECT COMPLETION OF GRADING OPER47701VS HE SHALL
STATE THAT OBSERVATIONS
NO. 89- 02/0 PREPARED BY ROBERT PRA7 ASSOCTATES DA7ED 1-24 -90 SHALL BE AND TESTS WERE MADE BY HIM OR UNDER HIS
SUPERKS /ON AND THAT IN
CONSIDERED AS A A4RT OF TN /S GRADING PLAN. ALL GRADING SHALL BE DONE IN HIS OPINION, ALL EMSWKMEN75 AND EXCA VAT70NS
WERE CON57RUCTFD /N
ACCORDING W/TH THE RECOMMEAVATIONS AAA SPEC IF ICATIONS CONTAINED IN SAID REPORT. ACCORDANCE *777-1 7HE APPROVED GRADING
PLANS AND THAT ALL EM6ANKMEN7S
3 APPROVAL OF THIS PLAN DOES NOT CONS117U1E APPROVAL OF SIZES,
AND EX04VA77ONS ARE ACCEPTABLE FOR THEIR /NTFNDED USE
LOC47701V AND TYPE OF DRAINAGE FACIU77ES NOR OF IMPROVEMENTS 2 7HE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
SURFACES TO
WITHIN S7REET RIGHT-OF-HAYS. SEPARA TF APPROVALS AND PERM /TS FOR PRO VIDE POS177VE DRAIMCE AND PREVENT POND /NG OF
WATER. HE SHALL
THESE SHALL BE REQU IRED /N COM✓UIVC7701V WITH IMPROVEMENT PLANS. CON7ROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING
PROPER7IES OR
4 WR /77EN PERM /SS /ON SHALL BE OBTAINED FOR ANY OFF -S /1l� GRADING TO FIN /SHED WORK ON 7HE SITE AND
SHALL TAKE REMEDIAL MEASURES TO
PREVENT EROSION OF FRESHLY GRADED AREAS UIV77L SUCH 77ME AS PERMANENT
5 CONITRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQU IRED TO PROTECT
ORAIMOF AND EROS /ON CONTROL MEASURES HAVE BEEN INSTALLED.
ADJACENT PROPERTIES DURING GRADING OPERA7701VS. ANYTHING DAMAGED OR 3 ALL AREAS TO BE FILLED SHALL BE PREPARED TO
BE FILLED AND FILL
DESTROYED SHALL BE REPLACED OR REPAIRED TO COIVD177ONS EXIS771VG PR /OR SHALL BE PLACED /N ACCORDANCE W 17H STANDARD
SPECIRC4770NS. ALL
TO GRADING. VEGETABLE MATTER AND OB✓EC770MBLE M47ERML SHALL BE REMOVED BY
THE C01V7RACT0R FROM THE SURFACE UPON WH ICH THE FILL IS TO BE PLACED
6 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK LOOSE FRLL AND ALLUVIAL SO /LS SHALL BE
REMOVED TO SUITABLE FIRM
WHICH IS D /S7URBED OR DES'7ROYED SHALL BE RE-ESTABLISHED AND REPLACED /WTURAL GROUND. 7}/E EXPOSED SOILS SHALL
BE SCARIFIED TO A DEPTH OF
BY A REGISTERED CML ENGINEER OR A LICENSED LAND SURVEYOR. �! C AND THEN COMPACTED TO A MIN /MUM OF 90 PERCENT.
IT SHALL BE THE
7 7XF CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY /� CON7R4CTOR'S RESPONSIBILITY TO PLACE, SPREAD,
WA1ER AND COMPACT
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING PROJECT '9S' THE fXL IN ST77 /CT ACCORDANCE
WITH SPECIRCA PONS.
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANCARDS, LAWS 4 CUT AND fXL SLOPES SHALL BE CUT AND ]RIMED
TO f7N/SH GRADE TO
AND REGULA77ONS. ) PRODUCE SMOOTH SURFACES AND UN /FORM CROSS SEC77ONS. 7HE SLOPES
ND EQU /PMENT OPE72417NG WITH /N ONE-HALF 1 2 MILE OF A OF EXCAVA77ONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED
AND
8 GRADING A
(1) TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE AND ORDERLY COND1710N. ALL STONES, R007S AND 07HER
WASTF M477FR
HOURS OF 530 PM. AND 730 AM. NOR ON .S47ZIRDAYS SUNDAYS AND REOUE A ST EXPOSED OR D =4VAT70N OR EM&WKMENT SLOPES
WHICH ARE LABLE TO
CITY RECOGNIZED HOLIDAYS. Z - BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF 7HE TOE AND
Q TOP OF ALL SLOPES SHALL BE ROUNDEST IN ACCORDANCE WITH THE GRADING
9 EXC4VA770N AND COMPAC77ON ADJACENT TO EXIS771VG S7RUC771RES SHALL J p ['�/ T� ORDINANCE.
BE PERFORMED IN ACCORDANCE WITH 7HE RECOMMENLI47TONS OF 7XF Z J /
SO /LS ENGINEER. p 5 ALL 7REES; BRUSH, GRASS, AND 07HER OBJECTIONABLE MA7E"RIAL SHALL
N o riFicA Tio MELBA ROAD U) D BE COLLECTED, PILED OR 07HERW/SE DISPOSED OF OfF THE SITE BY THE
';�s MELBA Q: W RD. CON7RAC70R SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH
v O A NEAT AND FIN /SHED APPEARANCE FREE FROM UNSIGH7ZY DEBR /S. APPROVAL
1 THE EXISTENCE AND LOC477ON OF UNDERGROUND UTTLITY PIPES AND ti = OF LOCA77ON OF DEBRIS FILL SHALL BE SECURED
FROM THE SO /LS ENGINEER
S7RUCTURE SHOWN ON 7HESE PLANS WERE OBTAINED BY A SEARCH OF Q AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY
SUCH AN7ERAL.
AVAILABLE RECORDS. 7O THE REST OF OUR KNOWLEDGE THERE ARE NO C `
EX /STING U EXCEPT A SHOWN ON THESE PLANS, HOWEVER. �� SAN D /EGO REGIONAL
7HE CONTRACTOR IS REQU IRED TO TAKE DUE PREC1UT70AARY MEASURES m � o DEYCR/P77M S1D. DWG M. SYMBOL
TO PROTECT ANY EXISTING UAL /TIES OR STYUC7ZIRES LOC47E AT THE < WORK SITE IT IS THE C01VM4CTOR'S RESPONSIBILITY TO CONTACT THE 0
SANTA FE OR. � }}� � EXIS771VG CON70UR — 115
FOLLOWING OWNERS OF SAID U77LI77ES OR S7RUCIURES PR /OR TO ANY �
EXCAVATION, FOR VERIRC477ON AND LOC4770AI OF U77LI77ES AND � � � � � N RN/SH ELEVATION e 11�
NOAR04770N OF COMMENCEMENT OF WORK. _
A SEWERS - CARDIFF SAN /TA77ON DIS7RICT PHONE' 944 -5079 - L7AYL /GHT LIVE
B. GAS Cr £LEC7X /C - SDG & E PHONE- 232 -4252 m r DIRECTION OF DRAINAGE C. WATER - SAN DIEGUITO W47FR
DIS7RICT PHONE- 753 -1145 CJTmT�TTT FILL SLOPE (2.•1 U.O.N.)
D. TELEPHONE - PACf7C BELL PHONE- 586 -3900 �L CUT SLOPE (2:1 U.O.N.)
E. CABLE T.V. - DIMENSION PHONE- 721 -9000 m
6" PCC CURB G -/
2 CON7RACTOR SHALL N077FY THE CITY ENGINEER'S OFFICE 48 HOURS PR /OR TO 0 6" PCC CURB & GUTTER G -2
BEC/NN/NG ANY WORK ON THIS PROJECT. PHONE- (619) 944 - 5070 6' AC BERM (TYPE A) G -5
3 THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR /NSPEC770N. STORM DRAIN (PER PLAN) — —
PHONE' (619) 944 -5070. ALL WORK PERFORMED WITHOUT BENEFIT OF
INSPECTION WILL BE SUBJECT TO RE✓ECTTON AND REMOVAL. L O CA T /ON M/ i P STORM DNWN INLET (PER PLAN) D=
— —
EROS /ON CONTROL NO SCALE BASE ,., /p AC PAVING (PER SO /LS REPORT)
2112 AC ON 5112 AB
1 /N C95E EMERGENCY WORK IS REQUIRED, CONTACT WALT BROWN BASE AND AC PAVING (PER SO /LS REPORT)
AT 457- 6324(PHONE NO.). 2 "AC ON 4112 "AS -
2 EQU IPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE 6 WIDE X 3 112 THICK CON. LANDING =
AT ALL 77MES DURING 7HE RAINY SEASONN, ALL NECESSARY MATERIALS
SHALL B£ STOCKPILED ON S17F AT CONVENIENT LOC977ONS TO FACILITATE A RIP RAP ENERGY D/SS/PATOR D -40 affil!
RAPID CONS7RUC7701V OF 7EMPOR4RY DEVICES WHEN RAIN IS EMINENT. SANTA FE DRIVE WING TYPE HEADWALL D - 34
3 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE SO /LS ENGINEER'S CERTIFICATE
APPROVAL OF THE ENGINEERING INSPECTOR. r
4 THE CONTRACTOR SHALL RESTORE ALL EROS /ON COAUROL DEVICES R7 /, "ZIA y't2DIFN/ A REG /S7ERED CML ENGINEER
/N THE C'
WORKING ORDER TO THE S477SFAC77ON OF THE CITY ENGINEER AFTER STATF OF CAL /FORIVA PRINCIPALLY DOING BUSINESS
IN THE f7ELD OF C j
EACH R&W-OFF PRODUCING RAINFALL. APPLIED SOIL MECHANICS, HEREBY CER77FY THAT A SAMPLING AND
S7UDY OF 7HE SOIL CONDITIONS PREVALENT W/7H /N THIS SITE WAS V
5 THE C0N7R4CT0R SHALL INSTALL ADD1770ML EROS /ON CON7ROL MEASURES KEY MAP Q QOF�3l0 MADE BY ME OR UNDER MY D /REC770N
BE7)YEEN 7NE Lx4 F
AS MAY BE REQU IRED BY THE C17Y ENGINEER DUE TO UNCOMPLETED GRADING y AND / : �/ - CIO ONE COMPL£!E COPY
OF THE SO /LS REPOR =�
OPER477ON OR UNFORESEEN CIRCUMSTANCES WHICH MAY AR /SE. SO4LE 14" COMP /LED FROM 7H /S S7UDY, WITH MY RECOMMENDAAONS,
HAS OEM -
SUBMITTED TO THE OFT7CE OF THE CITY ENGINEER. fbRTHERMORE, / (/
6 THE CONTRAC7OR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY ¢ HAVE RENEWED THESE GRADING PLANS AND CERTIFY
I1,G4T THE
PREC4UTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED * 4%. RECOMMEIVDA77ONS INCLUDED IN THE SO /LS REPORT
FOR THIS PROJECT
WATERS CREATEA HAZARDOUS COND/T10N. ,r .y ; HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIRC4770NS. U
[ ]
' A E+ p/ / /�r �9r �, z
7 ALL EROS /ON CONTROL MEASURES PROVIDED PER THE APPROVED GRADING fi J O V f � SAGNED — Q
PLAN SHALL BE INCORPORATED HEREON. RCE NO.
8 GRADED AREAS AROUND THE PROJECT PER /METER MUST DRAIN AWAY FROM ENGINEER OF WORK AND r 3
7HE FACE OF SLORE AT 7HE CONCLUS /ON OF EACH WORK LIAY. PETER R. SAF /NO RCE 44171 EXP. Q4 1F 3- 3 9
S HALL �ECLAA AT/ON OF "RESPONSIBLE CHARGE"
9 END ROF �A HL WORK /NG WHEN 1HE (5 RA /N PROBABILITY / DATE - � /HEREBY DECLARE 7X4T / M/ 7w ENGINEER OF N4�RK FOR 7H /S
OWNER�PERM /TTEE SITE ADDRESS
FORECAST EXCEEDS FORTY PERCENT (40X). S /LT AND OTHER DEER /S SHALL PROJECT, TENT / KAVE EXERCISED RESPONSIBLE CHARGE OVER SCR
/PPS MEMORHL HOSPITALS 354 SANTA FF DRIVE m L�
BE REMOVED AFTER EACH RAINFALL. _ �/� /\ THE DESIGN OF THE PROJECT AS DEf)NED IN SEC770M 6703 OF 9888 GEHESEF AVENUE
ENC /N/TAS, CALIFORNIA
AA THE BUSINETS AND PROfESS/ONS COD£, AND 7}A4T THE DES• /GN /S LA JOLLA, CAL /FORIVP
10 SHOULD GERM /NA7701V OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFEC77VE CONSIS7E"NT WITH CURRENT STANDARDS. QROFESS /p
<,
4`
COVERAGE OF GRADED SLOPES (90z COVERAGE) PR /OR TO NOVEMBER 15, THE Quo f if e^
SLOPES SHALL BE STAB /L /ZED WITH PUNCHED S7R4#` INSTALLED IN ACCORDANCE / UNDERSTAND 7MT THE CHECK OF PROJECT DRAWINGS AND ��
�?� M �yc LEGAL DES CRI �j
W/1N SECTION 35 023 OF THE EROS /ON AND SEDIMENT CONTROL HANDBOOK OF SPEC /f7C4710NS BY THE CITY OF EACINITAS /S CONFINED 7O W
r P m
7HE STA7F OF CALIFORNIA DEPAR7MENT OF CONSER04770N. A RENEW ONLY AND DOES NOT RELIEVE ME, AS ENC /NEER OF No � A
POR7701V OF THE NOR7HEAST olvo- EARTHWORK QUANr/T /ES WORK, OF MY RESPONSIBIL177ES' FOR PROJECT DESIGN. E 7a 114 OF TH£ SOUTHWEST 114 OF SEC77ON
Q �
LANDSCAPING � 15, T13S, R4W, SBBdrM PLANNING DESIGN CONSULTATION Z
1 ALL SLOPES' SHALL BE PLAN7EV AND /RR /GATED IN ACCORDANCE WITH PLANS E ENSWKMENT /3,000 CY SAN DIEGO VI PH. 1117F 201 VA
770VV
92123 S NO. . (619) 560 -1141 \ of CA ASSESSOR'S PARCEL
APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM 7O THE CITY OF M4,YTMUM CUT HEIGHT 16 FT k po ENCINITAS
GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGA7701V MAXIMUM FILL HEIGHT 7 FT NUMBERS Civil Engineering
� U
STANDARDS. AVERAGE CUT 8 FT Structural Engineering LJJ
258 - 240 -22 Land S urvoying (/
AVERAGE FILL 3 FT BY ^7. i - lO- p/ 258 - 240 -33 z L 1
2 FINISH GRADING AND PLAN7ING SHALL BE ACCOMPLISHED ON ALL SLOPES' STSEREST EXIST WO HOWARD W. FL�J// �f JR. 258- 24p -45 _
Q
PR /OR TO OCTOBER 1 OR /MMEDG4IEZY UPON COMPLETION OF ANY SLOPES• SLOPE TO BE GRADED 1.5.•1 25 ®- P40 -B/
GRADED Bf11WEEN OCTOBER 1 AND APRIL 15. 3615 Kearny Villa Road, Suite 201 0 [
258- 240 -02 San Memo, California 92123 619 560 -1141 Z [;
REVISIONS APPR VED DATE REFERENCES DATE BEWgH MARK SCALE SPECIAL DIS1FACT APPROVALS CITY OF ENCINITAS PUBLIC
WORKS DEPARTMENT DRAWING N0. <: IL
AS BUILT /Z -I&-92 -K-4 6K4 W771 M1 6y,5L0. SO. AN 7W lop OF aw PLANS PREPARED UNDER SUPERVISION OF RECOWIENDED APPROVED
GRADING PLAN FOR:
AND OF CURB RE71ft n (-
10C471aV- SU' GYP. ANT. SANTA fE' D4 & HORIZONTAL - DATE: /- /D- Y/ gy, cy (', L C N6 �f
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Aft OC -MIS ��� R.C.E. NO. 33001 - ENG /NEE�h DATE. � DATE:
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REVISIONS APPROVED DATE REFERENCES DATE MIEPCH MW ISICAU SPECIAL DWTFVCT it !]§ Mg- pf. APR"" CAIMY 4OF ff=
PUBLIC WORKS DEPARTMENT DRAWING NO. W <
1A\A /2-/(P-7r DE"Wrxwomm so. w M'FropoW PLANS PREPARED UNDER SUPERVISION OF RECOMWEN�DEQ APPROVED GRAID1W PLAN FOR:
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LEVELS Aff VERTICAL "o R.C.E. NO.: EXP. DAM NORTH PARKING OAM- WORK PROJECT NO. SHEET OF
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