1992-2971 G (Plans) i
t
A. G ENERAL TO BE DONE
MEW: r ENEAAL
CUI SLOPE R:I MAX.) SOILS ENGINEER'S t- ERTIFICATE d
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL
F ILL _ _ - - _ _ - - -- - - 6
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE GILL SLOPE
( NIAX.) I, /�iqL r /YI, j/,A1J_t A REGISTERED CIVIL ENGINEER IN THE
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR y v
_ STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD O �
CXI51. COWOUR ------ - - - - -- -420 F
STANDARD DRAWINGS, ANY CHANGES OR REVISIONS THEREFROM SHALL 8E APPROVED FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND /'
'I 'IQ APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT .A SAMPLING AND STUDY
COUIOU� -- -
BY THE rINI5EI OF THE SOIL CONDITIONS PREVALENT WITHIN THIS :IITE WAS MADE BY M E
�T�cHUtCa>. UPDta g�Po�r CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. ALLUVIAL SOILS SHALL 8E REMOVED TO SUITABLE FIRM NATURAL GROUND. THE
_ _ - OR UNDER MY DIRECTION BETWEEN
y �' n �I _ _ C4�5,0 7 THE DATES .AND
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6' AND THEN COMPACTED TO C/II�I. I:LCUM I IOIY ONE COMPLETE COPY
OF THE SOILS REPORT COMPILED F
2. THE SOILS REPORT TITLED IZEG ?REPAAED BY ROM THIS STUDY,
A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO _ _ _ _!_!_ _ __ L� _j WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE
MV >✓NhiNEE lt.1G DATED 1 - SHALL BE CONSIDERED AS A PART PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH FIN15N
CL�VAIIOIU - - CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING, PLANS
OF THIS GRADING PLAN, ALL GRADING SHALL BE DONE IN ACCORDANCE aITH THE SPECIFICATIONS. PCA ,Ir H AND CERTIFY THAT
THE RECCMMENDATIONS INCLUDED IN THE SOILS REPCRT
C
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT Ho .. l-p 011Cp C � FOR THIS PROJECT HAVE BEEN
INCORPORATED IN THE GRADING PLANS AND
_ SPECIFICATIONS.
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO DRAINAGE 5WALC C2% MIN., - - - - -- - !'�
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF n V --
- _ _ _ _ ' _ _ � � - � -u c
" � �I
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVE WITHI EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED A S DA�LIIE LIME
-
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 _ __ __
SIGNED: DATE: - y - 2�
REOUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS_ CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR RETAINING FLAIL C C-
I )- e
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SUILDiti6 RCIAIUIUG WALL �NOI APAli Or HL-6t PLANS
RCE No
SHALL BE REMOVED AND DI . PRoPGR .: �-s //5 EXP. ATE:
WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL
w" .e ..
I,� - - --
BE
ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE - - -� - - - i ' -�! ��
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 5AMP � �
BAGS x. 25 5
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR S. ALL TREES, BRUSH, „BASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE -
� - - i i - - - - - - EKPI2 .
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PHI 'A TO COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR
RIP RAP y }.
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
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT CR BENCH !LARK FILL SHALL BE SECURED FROM THE SOILS ENGINEER A ND CITY ENGINEER PRIOR TO
WHICH IS DISTURBED OR DESTROYED SHALL BE RE ESTABLISHED AND REPLACED BY THE DISPOSAL CF ANY SUCH MATERIAL.
A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT A MAINTAIN ALL SAFETY - D. LANDSCAPING -
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
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STANDARDS, OWNER � PERM TT
STRUCTURE FCR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES I EE
DECLARATION OF RESPONSIBLE CHAR
OF 5 :30 P.M. AND 7.30 A.M. ;VOA ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED PRICR TO OCTOBER i OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED ROUGI►' JAME
1 �(WE) HMOY CE141IFY, TUAt A REG15iGQ�9 h_01L5 ENGI
HOLIDAYS. ULL
NCCR Z HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT
8ET'wEEN OCTOBER 1 AN APRIL 15- 2621 Cul IL2 5 DR GCOLOG13 1145 GOOD OR WILL %C RG�Am -P tp 60FERVim THAT
I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
9, ��" S�E�4DDl %f0`T�S - ttll� SHEET. J :1 l: OVERALL GRADING A_CTIVtiv AND ARK ON THE COMPACTID9 PROJECT
AS DEFINED IN SECTION 5701 OF THE BUSINESS AND
CARMAV CA, 92008 AND 5lADILI►Y OF LNG SIIC. PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WI'T'H
CURRENT
3 NOTIFICATIONS E. EROSION CONTROL STANDARDS.
- - (0) 729- 6794 (00%) a _
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND I. IN CASE EMERGENCY WORK IS REQUIRED. CONTACT (z OP>>✓tz i L�ELI� AT
(619) 454 .3926 (OFFICE) ROS �EI,t, OAiC I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE 72D 6 ROS BY THE CITY OF ENCINITAS
IS CONFINED TO A REVIEW
RECORDS. TO THE HEST OF OUR KNOWLEDGE THERE ARE N ONLY AND DOES NOT RELIEVE ME, AS ENGINEER
OF WORK, OF MY O EXISTING UTILITIES
EX CEPT AS SHOWN ON THESE PLANS, HOWEVER RESPONSIBILITIES FOR PROJECT DESIGN.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT RESP N SIB L•C
ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE ,
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID LEGAL
QESCPIPPON ADDI Ulu 120 314AMHAM DR. 5iC 110
ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE, IT IS CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
(42P) H_ 7
T CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID A ? Or IN_'C N.[-.' Or T* 5.[-. V/4 OF 14C- 5.L, 114 9. NO GRADIMO
OFLWT1095 SNALL COMM -RCE lMTIL PQFGRADIM6 mg) 942 -847
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION ANO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED W IT H nttT THE OF
5GCION 5, IOWN541V 13 5011TH, RUH 3 WT., ME-511146 140 Kt-N 4 0 ON 51IE WITH'14 FOLLO PC_OPLL
LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: APPROVAL OF THE ENGINEERING INSPECTOR, 5.D. 3.M. IN I (Wiv, OF 5AM n1GG0, 5W&
OF P Rr 5CN1 : M
INSPECTOR ' CIVIC CNGItJGCQ ; SOILy CNfiINtCR, 44y Z
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING /� r�nt� n G RADING COt�IRA AND PCRTV1 I ICE . TNt-
PRE-GRAVING ME-[- B - DATE:
SEWERS - g44-- So79 C AUr�OQIJIA ' WC-
A. N C.4>z 5a1..tlTA"T►ON D15T1zicT ORDER TO THE SATISFACTI N OF THE CITY ENGINEER AFTER EACH RUN -OFF IN SI}A L L t'i 5C
CnUL>;Cl Wlila llaG CITE Al UGAS`[ 48 UQUQg '
PRODUCING RAINFALL. A. p M. 264 ' 232- IZ IN APV ANCC • RCE NO.: 3972 EXP . DATE:
B , GAS b ELECTRIC - 800 - 422- 4/3'! N 5. �. �,. � � .
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS 10 NO IN5PECIMA WOM9 114C FOUNDATION ARC �i0 ft PRDVIDCP
C. WATER - 753- �4�� ti �.M w MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION �--
o, (NC 5UIL91MG DCPARiMCN T UNTIL RCCCIPT Or ANC _ROUGO
OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE . GRADING APPROVAL N611Cr ApPROPRIpTEIY 5161�1G0 �� THE PUBLIC
D. TELEPHONE - 800 - a 22 - ai3� N �'�G1F' �.1✓
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SITE ADDRESS WORKS >= I� G1urCR I NG 1N5P'GCiOR.
E, CABLE TV - e00 - a 22- 4133 N Danl t E LS CAP�L PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS II. PRIO>2
t0 MAULING OIR OR CDNS(kUCllON MA RIA0 ID ANY
Q �oFtssr
rEv1�1G�N O C r E.
CREATE A HAZA CONDITION, 3660 DOVE �IOLLOW ROAD PR PD CO 0145TRUCTION 51 WI TIN lu PROJECT - 11,16 DEVGLOPGF
� c
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO SHA 6110MIT TO AUD RLCGIVC APPROVAL F ?OM T4 CI y H6IQL
-R
7. ALL EROSION R CONTROL MEASURES PRCVIDED PER THE APPROVED GRADING PLAN OLIVENUAIM , CA 92024 _ _ FOR 14 PROPOSED
LIAUL ROUTr TIaC DCUCLOPCK 5(�Al,l COMPLY C39'2
BEGINNING ANY WORK ON THIS PROJECT. PHONE: { 619) 944-5070. Exp.12 -31 -93
SHALL BE INCOPORATED HEREON. AMI)XI 5700 E A51 Df- lfv ICQ5ECTI0N I r #
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. WItW ALL CON171T10N5 AMD RL- MIRCMGNI5 TUC- CITY L- NGINCC�
6 1
PHONE: (619) 544-5374. LONE JACK RI). DOVE FOLLOW RD. MA ", IMP056 WIN WARDS To TNC HAULING OMMTloN. st
''
"4- -3374. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION 8. GRADED AREAS AROUND HE PROJECT PERIMETER MUST DRAIN AWAY FROM THE
OFCi►L'�
WILL BE SUBJECT TO REJECTION AND REMOVAL. FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. Q
C. GRADING 9 . ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END
OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED -
COPE WILL Lhl__ Q
ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE AFTER EACH RAINFALL.
EXCAVATION PLACEMENT AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS OoVE uOLLOW RD. " ,M OM "
REPORTS AS REQUIRED A ND WILL DETERMINE THE SUITABILITY OF ANY FILL 10. SHOULD GERMINATION OF HYOROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE ilc 3700±
e /RONMENTAL DA 7 A -
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT COVERAGE OF GRADED SLOPES (90X COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES
�p O
SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH QANCN
-- • =
' INSPECTIONS AND TESTS 4EAE MADE BY HIM OR UNDER HIS SUPERVISION ANo THAT SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
I2. UPON FINAL toMPLGTIOW 0>= - 1146 KIORK U01-1Z TIaC° GRADIuG STEEPEST EXISTING NA SC 0PE' ONSIAE 40 % f
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN OF CALIFORNIA DEPARTMENT OF CONSERVATION. FO u� PFRMIi OU PRIOR`f0
F INAL GRADING APPROVAL AND /OR FINAL •MAkIMUM VERTICAL DEPMOFCUT= 6' �
ACCORDANCE kITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND RELE O F WURI`�`; , AW 45 CQ VtV CWTIFICA j IOM 6 NALL
OIL • Iwx vERT/C4L DEPTM A�F1
EXCAVATIONS ARE ACCEPTABLE FOR THEIR INtENDED USE.
JgCK $ lei �
PROVIDED 5 U40 %-Q PGRr01ZM6d IN 5OD61AHT14L CONFO&I�N CG WITIa l� : " THE GROWING UNDER nKMII
° *AVERAGE OEPTIv OF cur= 700 C.% (Z7] /1550 = /
2. THE CONTRACTOR SHALL PROPERLY GRADE All EXCAVATED SURFACES TO u`A/ ° •AV6RWGE OEPTfI OF FILL � /7000v'
e7� IS O= 2.9
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL PTt lYYOP 'r�lE APPRoVGD GQ ADIIJG PLAN OR A5 SNOwN
Du II-IG ATYACI W , Ot
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO r �, A5- GQ ADGD PLAIN . T HIS STA4GMGN1 5WALL K FOLLOII/R7
�V Q t<. FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT CUT 700 C j, t 1Q 3v T NC- DQTI;
4QI2 51GWTUkC' Or TP& CIVIL, ENGINCGR WHO .
EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE PI } Q CE(Ljil =iCy ,�UCU GRADING OPEl2AtI0N •
Q
AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. .. 1700 C 1i - o
IUIPOR I 1000 C.v, zQ
O
a
� 4C c1n
QAt.1CHO 54107
.M
EAR THWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND
ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL
QUANTITIES MAY VARY DUE TO UNFORESEEN LOSSES SNP-I9KAGE- AND /o R l.B. P 6. 2 5 - I%2 L1_1
SWELLING FACTORS. W W LJ
z�
VISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE CCOMMUNITY DEALOPMRI ��PI. o
� L) APPROVALS CITY OF IyC
EINI TAS PUBLIC WORKS DEPARTMENT DRAWING NO. W Q
RCBAQ @5 G. PROPCQI; COQI�CR C17--03 EIA PLANS PREP RED UNDER SUPERVISION OF RECOM ENDE APPROVED GRADI
NG 4 CR0510u CoIJTROL PLANS r -OR
HORIZONTAL 1 20 q2- 021 V (L
DATE `T't �" 'f Z BY:
VERTICAL NIA I I -- - - -- R.C.E. NO.: 397ZG - - 2- I ?9 71 6
v I DATE: DATE. I PUNC W
CLCV. 435.00 M. 6. L. APPROVED D DA I C T 6r%iNEER 12 -31- 93
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT z I
D E SI GNED D B B O
c c BY APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. LIJ < C
RCBAz @ S.C. IROpEFTY COR�ICR. PLA PREPA D UNDER SUPERVISION OF RECOMMENDED APPROVED
RAPING � CR05IOfv COIJIROL PLANS FOR .
HORIZONTAL ' 201 DATE _� BY: �� �.
?971 N /►4 R.C.E. N0.: 3 ° .17Z(0 I '� � �
• ' .
DATE: Z- _ DATE: 6
455-00 M,g, L • VERTICAL ENGINEER EXP. ML - 93
ODUGLA S. LOG WORK PROJECT N0. F SHEET 2 OF Z