1992-3038 G (Plans) WORK TO BE DONE d
A. GENERAL C F7
1. lG
C
SOILS ENGINEER'S CERTIFICATE
1. ALL WORK SHALL BE DONE IN ACCCROANCE WITH THESE PLANS, THE STANDARD 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL
G ( I, 1'2'm ` e4� ��/� •. A REGISTERED CIVIL ENGINEER IN THE C
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THE DESIGN CONSTRUCTION BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE J�oP� l�
I MAX.) - -- - - - - - - - STATE OF CALIFORNI , PRI DOING BUSINESS IN THE FIELD OF
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR r-ILL 5LOPV
2 *l MAX.) - - - - - - - - - - - - - - - - -
APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE S
STANDARD DRAWINGS, ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL A ND
015 CO�lO11R - -- - -- - - - -- - - - - / -350`- OR UNDER MY DIRECTION S BETWF N T E DATES THIS SITE 'A MADE BY *1E
WAS
BY THE CITY ENGINEER P TO ANY REQUEST FOR INSPECTICN. ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE U 354 '
ONE COMPLETE COPY of THE SOILS REPORT CCMD FROM THIS STUDY,
PRORDS� S1uGu� �.aMit_`r
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 AND THEN COMPACTED TO r•I�ISH CoNiouR -� WITH MY RECOMMENDATIONS
HAS BEEN SUBMITTED TO THE OFFICE o f THE
fZE51flENGf✓ _ _ _ - (�O.O�
2. THE SOILS REPORT TITLED Wl°iN6C�u� W�s�; PREPARED BY A MINIMUM OF 94 PERCENT. IT SHALL BE THE CONTRACTOR ' RESPONSIBILITY TO
CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS
CICVA110� •�/
HETHEr I RG T0IQ F- DATED I -17 - <Dl SHALL BE CONSIDERED AS A PART PLACE SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH CXI51
� D F AND D THIS PROJECT CERTIFY THAT THE RECOP9�tENDATZONS INCLUDED IN THE SOILS REPORT
OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS. FUR al ION -- - - -- FOR
RAVE BEEN INCORPORATED IN THE GPADZNG PLUS A ND
REPORT
T I O
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. dRAUH- SMALL (2 7* NII�1•) - - - - ;_
4. CUT AND FILL SLOPES SHALL RF CUT AND TRIMMED TO FINISH GRACE TO
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF PA'l'LlIC LINE
SIGNED: A DATE si. �z
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS nII
STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE DIPECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY REIAION
WALL CN � - - -- --
REOUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTE EXPOSED OR hnOnr p I V I I�r _ _
_ _ RCE NO.: 30f EXP. DATE:
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED rl� {'GIB 1. l; G E 3 97
4 - WZI-tTW NOTAIZ1ZEp FEL.1,r115510N 5IA6'1_ _ 1E OP�TAIt�IED FOTZ ANY OFF SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL
S ANv
SITE G24�lNG . BE ROUNOED IN ACCORDANCE WITH THE GRADING ORDINANCE. Fpl``�V
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT IOC A RAID
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR S. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR U.C
PRA W PIP[ _ 3.3 �{y m �
GRADING. SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED (�.
APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS RIP RAP �
b. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO
CA6
R� 55_ L IN G DIIG �� EC
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY THE DISPOSAL OF ANY SUCH MATERIAL.
`V � �
A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
D. LANDSCAPING
T. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS
ALL LOCAL. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF
REGULATIONS. ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION
STANDARDS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A OWNER 4 PERMIT T EE DECLARATION OF RESPONSIBLE
CHARGE
STRUCTURE FCA HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES
I (W0 HG EU
CIP iNAi A IZEGISTCREI7 _50115 CCQ Eti1GIU PAUL& GR O SS J I HERESY DECLARE THAT I
AM TH£ ENGINEER OF WORK FOR THIS PROJECT,
OF 5:30 P.M. ANO T:30 A.M. NOA ON SATURDAYS, SUNDAYS ANO CITY RECOGNIZED PRIOR TO OCTOBER 1 �R IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRACED
OR GCOLOGlSI NA5 9CCIJ 01Z WLLL �C �EIAIN1r� l0 51JPC�VISC ��Ca TH.�T I HAVE EXERCISED RESP<NSIBLE CHARGE Ov£R TE DESIGN OF THE
HOLIDAYS. BETWEEN OCTOBER 1 AND APRIL 1S. M�RC AL 6R010 A CIIVII Al�1D ADVISE DN THE COMPACTION A N D 501 LII I PROJECT
AS DEFINED IN `SECTIO 6707 OF THE BUSINESS AND
9., 10., 6)25 LAVE -wo 5 ►RE0 oY �H� 51(C PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT
S. NOTIFICATIONS E. EROSION CONTROL 5AH DIEGO, CFI• 92122 L n �j 9 STANDARDS
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
- 0619) 453 -1967 SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW
EW
I. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 1, IN CASE EMERGENCY WORK IS REflU&REC. CONTACT 4ARof GROG _ - AT
PAULIIJC OR MARC GROG DAIC
ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE 42?3 _
- ESPONSZHILITIES FOR PROJECT DESIGN.
RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
2. EGIIIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT LOGAM E-ItI -G RIWG
EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: ALL TI *IES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE � 120
BIRIVIN DR . 511;. 11
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID LEGAL
DESC PTION •. CARDIFF, CA. 9ZOO7
v
ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. n r�� �p 1 4598
(619) 94Z -94� �
I I
THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING O WNERS OF SAID P R Or P M' _
UTILITIES OA STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHnilT THE
MMENCEME
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING '�T OF WORK APPROVAL OF THE ENGINEERING INSPECTOR. 264
- 221 - `�'� Q- I 5 I� ALI M �- fJYIL A PR�GRADING � _�_� T N F CO �I O ON
CO C BY: DATE: LOCATION OF UTILITIES AND NOTIFICA IO O A IV. 9. IJO GRADING CR 5 V MCN
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF IrICLiING NA5 P,CEN HrLD OM 51 YU flat � 'I OLL `'
OW r h p NG P�DPLC PRL•SGI
A. SEWERS - 753 -0155 ^� 1-- C.vv -)�• crrY 145PCC10R ; CIVIL LNGINGER , 5010 C- 0IMU-9 '9 6RAV10 CON RCE NO.: 39T2
EXP. DATE. 1, 93
B. GAS & ELECTRIC - 800 - 422 -4133 PRODUCING RAINFALL. Wan AND PCKMII T_EG, THE- PRCGRADIMG ME-5 SHALL �G
5. THE CONTRACTOR SHALL INSTALL AOCITIONAL EROSION CONTROL MEASURES AS 50*12OLE WITH TH6 CII 1 At I,EA51 48 N 0UR5 Ill
ADVA -.
C. WATER - MAY BE REQUIRED BY THE CITY ENGINEER DUE TO LACOMPLETED GRADING OPERATION
OR UNFORESEEN CIRCUMSTANCES WHICH MaY ARISE.
10, PRIOVO HAULING DIRT OR C0116iRLIC11010 MAiCRIAl,S 10 pN, pao� ��-� �.�F��s��,�;��
0. TELEPHONE -BOO -- 422 -013.3 �• Q 6El�l� � ., II
S. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SITE ADDRES POCK C0051RUCIR 511- WIIft P13 PROJW
THE 50ALL
E. CABLE TV - BOO 422 - 4133 ti fl�1.11e1 -5 PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS _- _5011
✓ 10 AKV REUIVC ONOVAL FROM T4 CII l NGINCCK FOR I`" �
_
CREATE A HAZARDOUS CONDITION. 900 WC-5 _ OF IU L -K -C 110N OF COPPER C�C-5i 1l* PRDP05C uAUL ROU &. _fWb RGLOPC-K 59ACL
COMPL� ININ ALL °: * Exp.123693
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 4d HOuRS PRIOR TO ROAD 4 WIMOI`ll WAY N W15HBOME VAY CONpi AM9 UQUl�1;MCN15
TUG CIi � C�IG►NGGR MAY IMPDSC'
44 -5070. . ALL EROSION CONTROL MEASURES PRCVIDEO PER THE APPROVED GRADING PLAN I - ll'' T AW L] M G D?Wn IION .
�
BE��INN?NG ANY WORK ON THIS PROJECT. PHONE: (619) 9 7 �L UC1J1 � CA WIII -I rZC.GIaRDS T I
SHALL BE INCORPORATED HEREON.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION.
PHONE: (619)944-3374 ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE
11. UPON FINAL COI�pL� -1lo0 or- iHc u�oRK uNpcZ INt GRAV►M C
PRMII
WILL BE SUBJECT TO REJECTION AND RE.yOYAL. FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. OUT PRIOR TO PIIJAL GRADING APPROVAL
AND /OK PIMAL RUC-115 Or
Q
SCCUPIiti AN A5 GRA170 CE16lC1CAi10N SNALL BC PROVIP&P 61411NO:
C. GRADING 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ENO n (I•IC GRADING U W PERMIT N°
3 03 & - G 1445 B&C UPORWD
OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST
EXCEEDS FORTY PERCENT (40X) SILT AND OTHER DEBRIS SHALL BE REMOVED v�� ICI 5u�5 1AlJiIAL _COMFORMAMCC WITI4 TNC APPROVcn
GRWIUG PLN
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS . " v.,1 1* V1101-17 " - 01769 P Iiais SiAiGMcN1
AFTER EACH RAINFALL OR Q5 50OWN om Q
ENGINEER OR UNDER HIS DIRECTION, HE SHALL INSPECT AND TEST THE II " 1�6 yQU 51aRL1 % 5OI,L.O W ? , IPE WE AWD 516MATURZ
or THL CIVIL
AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS , EJVV /RONM�AIT,QL DA 74
EXCAVATION PLACE 10 SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE t mGIN[ - K WHO CC Qi1r -IG5 50 GRAVING
PCRO% Q
REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, 1HE SLOPES
•STEEPEST E� /ST /NG NATURAL SLDPEONS /TE
PUNCHED STRAW INSTALLED IN AC
PU
ZED WITH lO
�`-
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT CORDANCE WITH y1(l5Uw WAY �� = �
-
INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT � � a��� a MAX /MUM VERTICAL DEP71/
OF CUT- 2 � �
SECTION 35.023 SHALL BE STABILIZED
THE WITH PU AND SEDIMENT CONTROL HANDBOOK OF THE STATE
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN OF CALIFORNIA DEPARTMENT OF CONSERVATION. 4 \
WITH T APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AN
%-.) � . IVdX /MUM VERT /CAC DEPTH QF F/LC � 3� 4 �
ACCORDANCE I H E a �� • A VERAG+E DEPTfl OF CUT -
EXCAVATIONS ARE ACCEPTABLE FOR TNEIA INTENDED U S E. 850 C �. v X27) � (o!p50 S.F. =0. -9
. A VERAGE OER7A OF F /LL Q�jQ C. <27) : 15, 450 F _0 8
T CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
2. HE c EARTHWORK
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL fl LO'
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO � Q C o /' I ± o _
'H TAKE REMEDIAL MEASURES TO PREVENT V J 1. Z
FINISHED WORK ON THE SITE AND SHA "... ...
EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE rll
450 C.1•
AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. ' l• V 4 e C � o p -
WWI 400 C.1. � � CL NOR��
o�
..V z
EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND I
ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL I MAP Lil_1 =!
QUANTITIES MAY VARY DUE TO UNFORESEEN LOSSES 5HR•INKA AN /O N� SCAL�
SWELLING FACTORS
i•�. PG.
DE IGNED CHECKED BY
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY ORROPML-kIi MR APPROVALS CITY C:)F ENCCINITAS
PUBLIC WORKS DEPARTMENT DRAWING NO_ UJ Q Q-
I�VG-RT OF M•H•� 9 4 PCR BRDWN-D�INICLh - PLA S, PREP UNDER SUPERVISION OF RECOMM NDED APPROVED �RAn►Kl &R05=
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APPRDVGD �I ARID nDUGLAS C. LOGAu EXP. IQ''�I'93 WORK PROJECT NO. SHEET I �, 2
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DES IGNED BY y 7� ECKED BY APPROVALS
_
CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. Q 0-
PLANS PREP�ED UNDER SUPERVISION OF RECOMMEND D APPROVED GpIt�1C� >✓�v��Oti► C'L pL� ���
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' - WORK PROJECT No. SHEET 2 OF z