2002-7458 G (Plans) • k
WORK M 13
f
t AINNG R'S CER11EICTE LE
A. GENMAL C. GRADKQ
1. ALL WORK SMALL BE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUAUFi£D SOILS I, Zwx 6 ��41 A REGISTERED CIVIL
ENGINEER IN THE STATE OF
DON ACORD MATH THESE PLANS. THE PRINCIPALLY DOING BUSINESS
THE FIELD OF APPLIED SOIL ITEM STD DWG. SYM$0
STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL 1N'SPECT AND TEST THE CALIFORNIA.
CONSTRUCTION STANDARDS OF THE
CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION Pi-ACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING
AND STUDY OF THE SOiL
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR 'RE'�ASIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED CONDITIONS
PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
TH OM SHALL APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL, UPON DIRECTION BETWEEN
THE DATES .Z_!!4 1oat AND .� / Loo ONE CUT SLOPE (2:1 MAX.) DASHED =EXIST. CUT 2:1
ERER COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH
MY
WI
REQUEST FOR INSPECTION.
RY Sp /L s AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS RECOMMENDATIONS. HAS BEEN SUBMITTED TO THE OFFICE
OF THE CITY ENgNEER. FILL SLOPE (2:1 MAX.) DASHED =EXIST. FILL 2:1 I
EP T TITLED APRLD'ARED 13Y Can' OPiN10N, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED iN FURTHERMORE, I HAVE RENEWED THESE GRADING
PLANS AND CERTIFY THAT THE
2. THE SOILS R
.N✓C: UATED . SHALL BE CONSIDERED AS A PART ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT All EMBANKMENTS RECOMMENDATIONS INCLUDED
IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN PROPERTY LINE ....................... .................... _. .........
OF THIS GRADING PLAN. ALL GRADING SHAM BE DONE IN ACCORDANCE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. INCORPORATED IN THE
GRADING PLANS AND SPECIFICATIONS.
� /p
WITH EASEMENT LINE ....................... ...............................
TH THE RECOMMENDATION AND SPECIFICATIONS CONTAINED IN SAID
THE 2. E CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO EXISTING3 CONTOUR ' _ 130 PROVIDE
POSITIVE DRANNAGE AND PREVENT PONMNG OF WATER. HE SHALL v��` CONSTITUTE APPROVAL OF SIZES, CONTROL. SURFACE WATER AND AVOID DAMAGE
TO ADJOINING PROPERTIES OR SIGNED:, %P � DATE: � � � <- m ..... ............. ...............................
3. APPROVAL OF THIS PLAN DOES NO T = FINISH CONTOUR
LOCATiON AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENT'S TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO
30 W Exp. p. 9/
9
m
WITHIN STREET t•IT -OF -WAYS. SEPARATE APPROVALS AND PERMITS PREVENT EROSION OF FRESHLY GRADED AREAS UNTiL SUCH TiME AS
# * PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN RCE NO.: G 14 EXP.
DATE: 9�30�05 EXISTING GRADE (128.37)
FOR THESE SHALL BE REQUIRED CONJUNCTION WITH IMPROVEMENT �
IRED tN ...................... ............................y..
INSTALLED. NORTH C
ou�v TY CoMi°�+�' r�oN ENG /NE �R//V G IN r � .
PLANS. ' E OF CAL \F� FINISH GRADE 1 .37
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 3. ALL AREAS TO BE ANCE Fll1.ED SHALL WITH STANDARD SPECIFICATIONS. ALL
PREPARED TO BE FILLED AND FILL /°-
o A50X 3ozoa2 �SGoND /DO CA 72c
SHALL BE PLACED IN ACCORD
7 746' O � �¢ 8 d - ! / / <e .1 013 /VCS. C E (0 5 � 3 DRAINAGE SWALE 2� MIN.)
.... �1�......... t` :......:.......!'�.: -, �... _�.....,�.,�_........,�
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO VEGETABLE MATTER AND 08.fECnONABL.E MATERIAL SHALL BE REMOVED BY THE c
............. STOP{ w.4T "/'� c�tA,3Si^,G
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. D OF
SESP0 51BLE DA LINE ............ ............................... CUT
DAMAGED OR DESTROYED SHALL BE - REPLACED OR REPAIRED TO CONDITION LOOSE FiLL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
»�11f7foewIN Lwow orra FILL
EXISTING PRIOR TO GRADING. NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF I HEREBY DECLARE THAT I AM THE ENGINEER
OF WORK FOR THI PROJ N.� . •••� �.a!► ��
6 AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DE OF
AREA DRAIN GR�4TE o F'N/iW/G /4JPF'A /O r? /N,
6. HE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH CONTRACTOR'S RESPONSOLITY TO PLACE, SPREAD, WATER AND COMPACT THE PROJECT AS
DEFINED IN SECTION 6703 OF ThE BUSINESS AND PROFESSIONS ................ �.............................. �; tlR ...
MARK WHICH iS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. CODE. AND THAT THE DESIGN
IS CONSISTENT WITh CURRENT STANDARDS.
RETAINING WALL --
REPLACED BY A REGISTERED CIVIL MONEER OR A LICENSED LAND SURVEYOR. 4. CUT CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES BY
THE CITY OF ENCINiTAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
NFOR SAND BAGS
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR COMING OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED RELIEVE
ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES .....................
............................ .
TIES FOR PROJECT
TO ALL LOCAL.. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY DESIGN.
AND REGULATIONS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
EXCAVATION OR EMBANKMENT SUES WHICH ARE LIABLE TO BECOME LOOSENED
S. GRADING AND EOLVMENT OPERATING WITHIN ONE -HALF �1/2) MIL..E OF SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES
Q � � PERM E :
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUTO BETWEEN SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS �T 7
AND CiTY RECOGNIZED HOLIDAYS 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL �`D WARD f .1. C�L
I G D UMN
BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE // ^ l Q
9. NO GRADING OPERATMS SHALL COMMENCE UNTIL A PREGRAMG MEETING CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A
12 to O C�7 L L L C /T !� I S TDPtqER
HAS BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE PRESENT: NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL SIGNED: � DATE:
2 ��
wC �N1 7--AS.* CA ! 2 Q Z A
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,G RADfNG CONTRACTOR OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER
'
AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL
760 - � 35
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 RCE NO.: C. 3/ 6 38 EXP. DATE: /Z g / 200'
10. PRIOR M MAULING OPT OR CONSTRUCTION MATERIALS TO ANY 0. LANDS APING
PROPOSED CONSTRUCTION SITE WLd" THiS PROJECT THE DEVELOPER 9+ALL
SUBMIT TO AND RECEIVE APPROVAL FROM THE ENGINEER FOR THE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH
PROPOSED HAUL ROUTE: THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE
- -•�
AND REQU REMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE CI OF E NCINITAS
STANDARDS ORDINANCE AND ALL ADOPTED LANDSCAPE AND
HAULING OPERATION 01 ff S ERTi F1 GA :� C,4 L L E /V G ��4 C. L .L C
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 2. FINISH GRADING AND PLANTING MALL OM ACCOMPLISHED ON All SLOPES I (WE)
HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST �� �� �� v15 TA
WT PRIOR TO FN+NAL GRADING APPROVAL ANDiOR FINAL RELEASE QFCURITY, PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY BPI`S tt;ltAB& HAS BEEN
OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
IE
AN AS- GRADED CERTIFICATION SHALL 9E PROVIDED STATING: 'THE ORADING BETWEEN OCTOBER 1 AND APRIL 13. AND ADVISE ON THE COMPACTION AND STABILITY
OF THE SITE.
UNDER PERMIT 1+f0. -7:t S co , HIS BEEN IN SUBSTWIIAL
CONFORMANCE 1MTH THE APPROVE QRADLNG PLAN OR AS SHOWN ON THE �$QL
ATTACHED AS PLAN. THIS STATEMENT SNAIL 8E FOLLOWED BY THE E l�E'�SI�+1 CON SIGNED � .. i � �� DATE: 4K
DATE AW SIGNATURE OF THE CIVIL 94ONM WHO C&TIFIES SUCH GRAiNNG 1. IN CASE EMERGENCY WORK IS REWRED, CONTACT ED AT no' /s
OPERATION.
L.G�GAL .1'CCf� `
G. NtNOTiFICATi0�+1S 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE T
M
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY
1. THE E )USTENCE AND L.ICATTON OF UMERGROUND UTILITY PIPES AND MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO ADDI ,�
/- �/1/• ZG �� /�Z 9.Z
STR UCTURE S THESE PLANS OBTAINED BY A SEARCH OF FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN iS
TR
RIE CORDS. f0 THE BEST OF OUR XNOWMLMOE THERE ARE NO EMINENT. 1. JUTE MATTING. HYDROSEEDING, OR APPROVED EQUIVAL.EI<VT IS TO BE
INSTALLED
AVACABLE
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE ON ALL EXPOSED SLOPES.
CONTRACTOR IS REQUIRED TO T AK E ! -PRECAUTIONARY MEASURES TO 3. DEMCES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT THE
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK APPROVAL OF THE E9Nt;WERiNG INSPECTOR. 2. TOPS OF ALL SLOPES TO BE DIKED
OR TRENCHED TO PREVENT WATER FROM
SITE. IT iS THE C014TRACTCWS RESPONSIBILITY. TO CONTACT 714E FLOWING OVER THE CRESTS OF SLOPES.
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES TO. TO ANY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEICES TO WI
EXCAVATION, FOR VNrRIFlCATI:C)N AND LOCATION OF UT7LfTW1ES AND WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
'
NOTIFICA'AON OF COMMENCEMENT OF WORK. 5. PRODUCING RAINFALL. HYDRQS� :1�1x ��_BE �. ��
5. 'THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL 2,000 L.BS /AC. MINIMUM WOOD FIBER MULCH
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE M UNCOMPLETED 1,000 L.BS /AC. MINIMUM AMMONIUM PHOSPHATE SULFATE (t6 -20 -0 W/15%
SULFUR)
A. SEWERS - 633 -2780 CARDIFF SANITATUON DISTRICT. 20 LBS /AC. iW"MUM FESCUE. ( "ZORRO ").
GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WIHiCH MAY ARISE. 20 LOS/AC. MINIMUM ROSE CLOVER.
B. GAS & ELECTRIC - (800) 422-4133. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY � r
- '� _ � • --
C. WATER - 753• -8486 O.M.W.D. PRECAUTIONS TO PREVIEW PUBLIC TRESPASS ONTO AREAS WHEN tMPOUNDEO
WATERS CREATE A HAZARDOUS CONDITION.
D. - PACIIYfC BELL
422 - 4133
E s00 EsNe i �.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
AL
E. CABLE TV - (800) 422 -4133 - DANIELS CABLE. SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN ALLAY FROM THE
CITY ENGINEER'$ OFFICE 48 HOURS FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
2. CON
PRIOR TO 6EGWOONG ANY WORK TRACTOR SHAW. i�TtFY THE
ON T##S PROJECT. PHONE: _ `"` n
9. ALL REMOVABLE PROTEC
TiVE DEVICES SHOWN SHALL � IN PLACE AT 3 BAGS HIGH (MATE.) � � c; ;•. � 8 ` � i � �•
, ��
3. THE CONTRACTOR SH �_L GIVE 24 HOURS NOTICE ON CALLS FOR THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY a"'`
IMTMOkIT FORTY PERCENT 407. SILT AiVO OTHER DEBRIS SHALL - '
INSPECTION. PHONE. ?�"`'G3�"27'70 A1�, WORK PERFORMED FORECAST EXCEEDS ( PA - Q+
LIL
AND EACH RAINFALL. `
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION BE REMOVED AFTER 1 g"
INSPECTION.
REMOVAL rE aRp Q
Ir
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FALL TO PROVIDE - .�,• /,�
EMC COVERAGE OF GRADED SLOPES (90Jf; COVERAGE) PRIOR TO �� �.; i�N 'N __ _ == _
NOVEMBER 15' THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW '� N� x 'r� ' r 7 wo
�Q`'�' - WITH
ACCORDANCE INSTALLED IN SECTION 35.023 OF THE EROSION AND
�. .� TH STATE OF CALIFORNIA DEPARTTw1ENT OF A THE LOWER BAG ROW IS TO BE BURIED 3 _�M►t s ma s
•`' r ? v� ,
SEDIMENT CONTROL RAND1300K OF E S Q L(/ L TS � �
s� 6 BELOW GRADE. '�► a I �. �f.� }� rn„
�= CONSERVATION. -• - �. Mai` gas -
I
... * EARRMR'k: HA RYE �'KD��L E TEMPORARY SAND BAG CHECK 1�1 < _ 0� - � � � .�
-- �._. "�. - . _
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SCALE COMMUNITY DEVELOPMENT APPROVALS CITY OF E!'�1 IiTA EN IN ERINC SEWC DEPARTMENT Z Q
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK DRAW N.O . < �
c.'I�T� P�4� 5 Z f'1� /1/.4. !!3-} G 7�i -s /f! CRIS S'Q TGN' fi5D6//L. Mexlo N /STLa'��L PLANS PREPARM UNDER SUPERVISION OF RECOMMENDE
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WORK PROJECT NO. CITY OF ENCIi�itTAS SHEET 1 OF 2
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!G afANS1Vo AREA Tn BE PRIVA MAINTAINED AND
�o — 1• NOT MBA nED IMTHOUT 06TAINNG A PERMIT FROM
' � O �j' �` by 6 ( THE CITY OF ENMITAS
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' ° ♦ ^ KEYSTONE RETAINM'K' AIKA7 /E < PE 1
i D� y WALL sYS E M. MFR S
� � a Rt�o�y s
COMPACT '
UNIT
` SIRATAGIhO 300
�► `� o� '� d Q k0' F 4� Oz
o.z «r+ -� _ _ L -s.w
I
GRADE
(4 In)
nE OPTiON O'VER LMIDLOK �', 0� .9 (��� �� 4 �� �� /
UN D1
T
N
A TUFF R 5 _S � �� � ... •: .:.....
.• V ST�iRo % !i`� % %� % COMPACT QRAKXAR
BASE
UNIT 4"- PERFORATED DRAIN
C t ••.: ' • •�� _ v PIPE
N& GRID LAMS Q1 JFQ D2 (Ft)
4.00
II —I— I •6 i I \ -
� 5.33. 2 2 5
KEYSTONE WALL.DETAIL
AM 70 SC&E
TYPICAL DRAINAGE DITCH QUAIL
401 NOTE:- OONTRACTat ro N1St7l� THAT IIAdtFEl. SOILS MEET CR EIOCEED
SOIL FRICTION AMQU of W. RM. -FER ro _LM MMW
No SCALE
6' ENGINEMM FOR FURTHER W�ORMATION /DETAILS.
�► � � st.
1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL.
2. FOR ROCK -LINED OPTION, INSTAL. CE OTEX WOVEN / NO
MONOFILAMENT GE07EXTILE (No. 117E or EQUAL) NNII s
3. FOR CRASS or TURF OPZ1OK "STALL LANOLOK /. /IJ4 X . E X/ S 7" SL- oi°E � SO °/.
TRM 460 TURF KjNFORCEMENT MAT.
2 MAX Y . vER r / C L p E P T o _c Gr : 8.7 ' SELECT aleANCILAR r+LL MATERIAL
DE`r
3 . M/4 X• f/ER T /Gi4 L f/E' /G 1. D F f" /L L • G.O' MAMIUM SLOPE PICLINATM
�`���I�h DEPTr� G� cu 7• �•9 MIN.
I� t
BACKDRAINS AS REQUIRED
u BY GOEETE04MCAL ENGINEER
163 �o• R E,4 0 . 4 = S L Op �'S L i/E 44 ;a � 'X/ s7) o .
A R EA G kW- '¢O_ <�� - o • /G QC • COMPETENT MATMAL MN.
Tym
r p f� I VC N/14 y 7 .4 R0 Of' Al A t.,/ S G ORE'S O 1118 Z S °,f, _ Is MIN.
fir D � D C = 4 M EA 4!/ '1 V % � = �• /O q c • APPR OVED M
fir
s•- S L Y. : BUTTRESS EILL DETAIL
9. .04 R of � OPE5 a S 7we -.6 / z5 � 40A - O nbT � Sr" �
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RE VI SIONS ,4 PP R° vED D�4 TE R EFER &Al JOAT ,BE'/V C H /mil ARK SCA L E __ _ .., _ . •4 �i° R O ✓�4 L s G/ Ty Q
NC / / T S B lc 401M ` INC O.
RED a c �} TE
1_=1 NA s Z 3 2 /vA PLANS OREPARED 41NDE7r 5dj /ON OF R eC 4MMEND D 4 D G'F?A DING hWO SIO N CO,N TRO L PL-
A N FD R
,Mp,��zcw "= ZC' DATE s /27 /oz ar. BY•
S'E S I T / 4, ARIA �.IIII/Z_ IE D IJNIY
ytRTta.9 t NA RG.� - 7iTti 3 /4 3 8 DA rE DATE 9/4� /0 2
EAlCilwEER EX P. z /3i /o•F - -
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