1997-5377 I (Plans) i
I _ _
Vo=ZAfrrA S
*VRK TO BE DONE
DECLARATION OF RESPONSIBLE CHARGE '
ALL WORK SHALL BE DONE IN ACCORDANCE M►TFI THE STANDARD SI°EGIF7CA 1TON5 FOR PUBLIC W
.
%suE?E:>1v1 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, MAT
WORKS CONSTRUCTION, (LATEST EDITION), THE SAN DIEGO STANDARD
1 HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS
FOR PUBLIC Wl7RKS
DEFINED !N SECTION 6703 OR THE BUSINESS AND PROFESSIONS CODE, AND THAT CONSTRUCTION, (ADOPTED BY THE SAN DIEGO
REGIONAL STANDARDS COMMITTEE).
iNE DESIGN iS CONSISTENT WITH CURRENT STANDARDS AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION).
UNDERSTAND THAT THE CHECK of PROJECT DRAWINGS AND SPEDlF1CA NOT �'
B
Y THE CITY TO ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES
I U M
RELIEVE ME, AS ENGINEER OF *VRK, OF MY RESPONSIBILI FOR PROJECT
A
SYMBOL SM. D
DESIGN. '
LOGAN ENGINEERING l p
e
CO A.A.C. PAVEMEN
—`
132 N. EL CAMINO REAL. No CO e J G � y�
ENCINITAS. CA 92024 a
� e � m � �► �
(760) -942 -8 4 �
VJ
C 39ne s i e
* E3qL 12-81 -01 LOT f# I LOT MJ
s � Rc,a � 14 PAR= AMP Aft #1'!!'s Na 10213 A . C. BERM. TYPE �" �
o FO�� CURB 8: GUTTER (ROLLED) G�-4
BY. DA TE
«„•or _....._..._ _.._ ...- _ — ......... -- _
...........
.. .� .-
/fir � f .....................w _ r
RCE NO. - [ �fG EXP. DATE Z'' - d p�► a "'r"� DOVE sow MBA Y �t �r.E CUT SLOPE (2 :1 MAX)
1
' COT � 1 FILL SLOPE (i:1 MAX)
SOILS ENGINEERS CERTIFICATE '
1, DArM � S Z/�,�Af' REGISTERED CIVIL ENGINEER IN THE STATE STORM DRAIN D -60
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FiELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL for f' I ® TYPE INLET D-7
CONDITIONS PREVALENT WITHIN THiS S ADE ME D MY PARCEL. AMP TYPE b' INLET
1
DIREC 77ON BETWEEN THE DA TES - AND " /� ONE � MO �
COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THiS STUDY, INTH MY E LOT J ` ( 4b 0
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY KEY MAP LEGEND
ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND �, ZiN,y 3 ORt/EWA Y APRON s - 14
CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR ��5 LOT i 14 SYMBOL
THiS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND W ! 1� ArT�iA M�
o i
SpECincATiONS. CE 26M - -
1 / — Z SUBDIVISION BOUNDARY
LOTLINE
� .... e Q STREET CENTERLINE M►ONilMENT M -
E 11
DIRECTION OF STREET DRAINAGE CLAS E CWNHAIN STD. MCS
SIGNED BY: D j � a �i4 EASEMENT P.Y. c�_ CON57R�J�ON O P.KC. WATER MAINS.
• �F.H. CONSTRUC71ON OF FIRE HYDRANT ASSEMBLY C 1.1
J
REGISTRATION NO c it 6 676 EXP. DATE: �' r - \ LOT 2 Q --- • & MARKER P ER M 19 �•--- - --�-
SEWER PER CS-260
i I -- -� C- V- - CONSTRUCTION OF GATE VALVE ASSEMBLY
PAS rP t 2 ' � � � STORM DRAIN AND APPURTENANCES
OWNERS
s CERTIFICATE aea�c ' * - - - f��'�•� - CONSTRUCTION OF MANUAL AIR RELEASE ASSEMBLY A 2.3
I II
1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST f� �� I v DRIVEWAY APRON
HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY ` - CONSTRUCTION OF REDUCER D 31
AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE \ 1 • • N/ f N� 'DRk+E'� - �-
' T 6 v - - - ---� CONSTRUCTION OF CAP ASSEMBLY D 13
LO J
c�
1
CONSTRUCTION OF WATER SERNCE
A 1 / ` ` LOT i ww 1p SHEET UMtT/'.S�IEL? NUMBER - ` _.� - - CONSTRUCTION OF SLOW -OFF ASSEMBLY A
1.t
D , , $, L 3 � .
,t 16 . M ft 4 e
i PROPOSED 8" �,� C* FUTURE 81 SEWER - - - CONSTRUCTION OF P/0 X P/b X FLANGE IEF V
PER CS -250 PER DWGI CS -250 W/FLANGE VALVE N
PRIVATE ROAD CERZIRCA µ �
CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN ON THIS PLAN _
I ...._ ..... CONSTRUCTION OF ALL Pfb TEE
SATISFIES THE REQUIREMENTS S STATED iN THE FINAL NOTICE OF APPROVAL _ _ - a f- ......
..- — .—
THE S NDARDS FOR PRIVATE STREETS. '
FOR TM 93
NO � � �`_........ ._.. _ _- =_-- -= CGIVS7RUCTIOiV OF ALL P/ CROSS
I PAR L01' A3 AMP AV SM
PARCEL AMP
RAti%z LAB EYC/N rA8 ,
�- Nu rrr� PAR= � - - - - Z-�p CONSTRUCTION OF WATER SAMPLE POINT
A 4.1
B p► DATE: �*
L3
RCE NO.: 3 - l �O EXP. DATE: t Z ; r - ' O � .. ! U
I � E��W Co q �
�� SU M M ER 0 c.t AP THOMAS BROS. PAGE 1148, A5 z
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PUBLIC ROAD R -O-W PER FINAL MAP 60 •
_ JO' ' EXIST. 30 PUBLIC ROAD R -O-W SITE
DI FEMrrA
LEGAL DESCRIPTION 10' 25' 18
PORTION OF LOT 18 IN SUBDIVISION OF RHO LAS ENCWTAS, NW
THE CITY OF ENCiNI TAS, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, ACCORDING TO MAP THEREOF NO. 848, FILED IN 15' 1 ICY
cl
THE OFFICE OF THE COUNTY RECORDEROF SAN DIEGO COUNTY, FACE OF BERM Z
D ESCRIBED IN DEED DOC. NO. 85- 217258 O.R. Z
1898, AS D � W - - k
W V
SiZE LOCATION � AIL � ROLL CURB I G-5� Ac 9ERM � S �, Z W
v N
'j• � r'
VACANT PARCEL OF LAND DIRECTLY WST OF INTLRSECT TYPE �'
�� 9 ��
OF VIA DI FELICITA AND DESERT ROSE
WAY. Q'ir PER STD. DWG. G -4
A.P.N. 264- 151 -47 - - �' �- ` •
'Q O�
A. C. STRUC. SECTION O
DEFERENCE DRA WINGS ON APPROVED BASE
T
MIN. 4
AGG. BASE PER ENCiNiTAS PUBLIC ROAD STANDARDS
CS -250 SEWER FOR DESERT ROSE WAY SOUTH VQ�' �., / �t A le
CS -260 SEWER FOR DOVE RUN ROAD R� 3Q � vb b
5377 -G OINSITE GRADING V DENOTES PROFILE ELEVAflQN
l2 DESERT ROSE WAY
NO SCALE
ESTTMA TF OF EARTHWORK QUANTITIES n = 4.5 _
2 89of C. Y. pEP OLNENHAIN MUN CIPAL WATER DISTRICT
VICINITY MAP
CUT
NO SCALE
POTAELE WATM SYSTEM APPFOVAL
RLL = 3 C. r.
Apprv�ver • BOYLE ENC�VEB�fNGt OOFiPOFiATt�iV
EARTHWORK QUANTITIES ARE CALCUTATED ON A THEORECTICAL BASIS AND W
ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY ACTUAL
QUANTITIES MAY VARY DUE TO UNFORSEEN LOSSES, SHRINKAGE AND /OR /�_ '1 /96 ? SD NUMBER
SWELLING FACTORS _ ! R.C. , + ¢. DAT JOB NUMBER - ►�IiZ='�O
APPROVED BY
DATE Note: Si nature Ex gyres 2 Years After Data MANN EXTENSION NO. 183A — �S ����C 3 �
p Z
! N D R Y H K D Y AppROV" 4=17 OF ENC/N/TA3 ENGINEERING SERI/ICES DEPARTMEN ORA WING
NO. W Q
REVISIONS APPROVED DATE REFERENCES DATE A94W � DE�
Z -o -ci OC -0073 CH1S. SQ. TOP OF HEADWALL PLAN P SPARED NDER SUPERVISION OF RECD D D A ROVE PUBLIC IMPROVEMENTS
/ WA TERLINE PLANS FOR:
BY. By
W/ STEEL FN PST - SW COR. iNT. OF �� -I 8
�. 5377 -/
EL CAMINO DEL NORCE AND RANCHO SANTA HORZONTAL AS N07ED / �"' DATE: T. M. 93 -211
FE ROAD. 23' WEST OF RANCHO SANTA 11 R.CE Na 39726 _ - j�
FE AND 60' SOUTH OF EL CAMINO DEL VERTICAL MIA 1= • ' �'� N R - DAB DAB -211
NOT CE CENTERLINES APPROVED BY DATE E LOG4N EXP. 12 iM7 RK p, /yam CITY OF ENCINITAS
TM 9.3' SHEET 1 OF 4
EL= 119.476 DATUM: U.S.C. & GIST DOUGLAS
T IS SUITABLE FOR PLANTING BY OLI VENHA/N MUNICIPAL WA TER D /STRICT
WORK TO BE DONE b. CONDITIONING THE SOILS so THAT I .GENERAL WA TER SYSTEM NOTES
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO
GEADING PLAN NOTES PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF t. ADJUSTING THE SURFACE SOIL MOISTURE
TO PROVIDE DAMP But POTABLE WATER
EXCAVATIONS AND EMBANKMENTS SMALL BE SHAPED, PLANTED AND TRIMMED NOT SATURATED SEEDBED.
A GENERAL AS DIRECTED BY THE ENGINEER OF WORD AND LEFT IN A NEAT AND ORDERLY 1. WATER WORKS SHALL BE G1DN5'TRL7CIED
II'V Aft�OR�iNCE M7TH THE DETAILS
1. ALL WORK SHALL BE DOW MV ACCORDANCE IM1H T7�'SE PLAN$, THE STANDARD CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
Z THE ADDITION OF SOIL AMENDMENT'S; PH ADJUSTMENT, LEACHING AND MATERIALS AS SPECIFIED IN THE OLIVENHA /N MUNICIPAL WATER DISTRICT
AND THE DESIGN EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR STANQARD SPEC
/FICA710NS FOR THE CONSTRUCTION OF WATER MA / AND
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL GROWTH.
FACILITIES, DATED MARCH 1997 WITH REVISIONS. CONTRACTOR SHALL HAVE A
AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE
CURRENT COPY OF THE STANDARD SP£ClFICAIIONS ON THE JOB SITE AT ALL
THEREFOR SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY HYDROSEEM AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS
TIMES.
REQUEST FOR INSPECTION. a ALL TREES BRUSH, pIASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE GROWTH UNTIL THE PROJECT IS PERMANENTLY
LANDSCAPED OR, FOR AREAS
WHERE HYDROSEEDiNG IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT ?. THE SUBMISSION AND IREVIEW OF ALL SU ALS
(SHOP DRAWINGS, SIX
'DESERT ROSE COLLECTED, PILED OR OFF THE SITE IA OTHERWISE DISPOSED OF THE IS COMPLETED AND ALL SECURITY RELEASED.
SETS) AS REQUIRED BY THE STANDARD SPECIRCA77ONS ARE TO BE
2 THE SOIL S REPORT TITLED (OTECHNICAt M1VES'ITGAT1O1�1 • CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A ACCOMP
LISHED PR /OR TO THE PRE - CONSTRUCTION MEETING WITH THE
PREPARED BY WESTERN SOIL AND FOUNDATION ENGINEERING, DATED 10- 13 -93, NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL
GENERAL IMPROVEMENT NOTES DISTRICT'S INSPECTOR.
AND UPDATED BY LETTER TITLED UPDATED GEOTECHNiCAL REPORT' DATED OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER
8- 28 -98, SHALL BE CONSIDERED A PART OF THIS GRADING PLAN. ALL GRADING AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
1. A PERMIT SHALL BE OBTAINED FORM THE ENCINITAS ENGINEERING SERVICES J. IN N+SPECCTO7O R MAY BEGIN OR PRO INSPECTOR'S SCHEDULING WITHOUT OVREZ'TIONG MUST
BE 24 -48 HOURS
SHALL BE DONE W ACCORDANCE WiTH THE RECOMMENDATIONS AND SPECiFICA77ONS DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY.
N. URS /N ADVANCE OF
WORK.
CONTAINED IN SAD REPORT.
� Z THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE W774 CITY OF ENCINITAS 4, WHE7,E ELEYAIIONS AND GRADES' ARE
MOT SHOW 09V THE 116A1E14 AO4/N
3 APPROVAL OF THIS PLAN DOES NOT COIVS'Ti1i11E APPROVAL OF 9= LOCATION �SM ��� PUBLIC ROAD STANDARDS R -VALUE TESTS SHALL
BE REQUIRED PRIOR TO PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF f7NISH
CASE EMERGENCY WORK IS REQUIRED, CONTACT FRED REVA,
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET 1. IN CONSTRUCTION. (PUBLIC) GRADE OF STREET.
S SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE /I T 1- 760 - 753 -6222. 3. INSTALL A MINIMUM 1 -A'VCH
HATER Ste£ TO EACH LOT. AIETEf' ?v BE
-WAY
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS 3 THE STRUCTURAL SECTION SMALL BE IN ACCORDANCE WITH CITY OF ENCINITAS LOCATED
5 -FEET FROM A SIDE LOT LINE. A J/4 -INCH HIGH LETTER V' SYMLL BE
EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE STANDARDS R -VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION.
CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN MEW CURB AT ALL 1M�ITER
4. WRITTEN PERMISSION SHALL OBTAINED FOR ANY OFFSTTE GRADING. 2 MATERIALS SHALL AT ALL TIMES DURING THE RAINY SEASON (OCT. 1 TO APRIL
15). (PRI VA TE) SERVICE CROSSINGS.
ALL NECESSARY BE STOCKPILED ON SiTE AT CONVENIENT LOCATIONS TO FACILITATE 4. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES
NOT CONSTITUTE 6. MANUAL AIR RELEASES SHALL BL INSTALLED AT ALL mm PO/N7S AIVI�
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN iS IMMINENT. APPROVAL OF
A CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. BLOW -OFFS AT ALL LOW POIN75 IN 7HE WATER mow PROFILE. FIRE M'DRAM3•
ON SHALL NOT BE MOVED OR MODIFIED WITHOUT THE MAY BE USED IN LIEU OF A MANUAL A/R RELEASE OR BLOW - OFF
WHEN LOCATED
EXISTING PRIOR ST PLANS INSPECTOR R. I ALL UNDERGROUND UTILITIES W�►THIN THE STREET RIGHT- OF-WAY SHALL BE AT OR NEAR
HIGH OR LOW POINTS, AS APPROVED BY 7HE DISTRIC
GRADING. APPROVAL OF THE E T'S
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION S DEVICES S40g
CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, REPRESENTATIVE.
6 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR CURB CROSS GUTTER AND PAVING
BEN CHMARK WHICH !S DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED WORKING ORDER TD THE SATISFACTION D 4. THE CONTRACTOR SHALL RESTORE
ALL EROSION CONTROL DEVICES TO 7. UNLE3'S• OTHERWISE /VOTED, CONS 10 S G S OF XIS77 BE ffiX
BEN OF THE CITY ENGINEER AFTER EACH
D REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 6. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FApUTIES SHOWN
DRY. THE TIME AND DURA170N OF ANY SHUTDOWNS OF EXISTING A4t
RUN -OFF PRODUCING RAINFALL
SURVEYOR ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS SHALL BE SUBJECT 10 APPROVAL BY THE DISTRICT.
DISTRICT SHALL BE
TRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES
N077RED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN.
Z THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY I THE CON EXCEPT AS SHOWN ON THESE PLANS HOWEVER, THE
CONTRACTOR IS
AS MAY BE REQUIRED BY THE CiTY ENGINEER DUE TO AN INCOMPLETE GRADING REQUIRED TO TAKE PRECAUTI HIGH -LINING TEMPORARY
S ONARY MEASURES TO PROTECT ANY EXISTING Q CONTRACTOR SHALL ARY S RV?Ci N9'TH D/S'TR/CT ALL S HUT GE7WIENTS
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING OPERATION OR UNFORESEEN CIRCUMSTANCES THAT MAY ARISE.
ERVICES', ETC., PRIOR 1Z7 SHUTDOWNS. NO
TO ALL LOCAL. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD
OR NOT SHUTDOWNS WILL BE SCHEDULED ON A FRILLiY.
AND REGULATIONS Q. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE BAR?' SHOWN ON THESE PLANS 9. LINE VALVES,
WHERE REQUIRED AT S7REL7 INTERSECTIONS SHALL BE
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED Z LOCATION AND ELEVAnpV OF IMPROVEMENTS TO BE MET BY WORK TD
BE LOC47ED ON THE PROLONG477ON OF THE STREET RIGHT -OF -WAY WHENEVER
6 GRADING AND EQUIPMENT OPERATING WITH IN ONE-HALF ( I / V) MILE OF A WATERS CREATE A HAZARDOUS CONDITION. DONE SHALL BE CONFIRMED
BY FIELD MEASUREMENTS PRIOR TO POSSIBLE.
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY
DSMVT AM
HOURS OF 5.30 P.M. AND 7.30A.M. NOR ON SATURDAYS, SUNDAYS AND CITY T ALL ERO9ON CONTROL MEASURES PROVIDED PER THE APPROVED GRADING EXCAVATIONS
AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY 10. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE
MEETING THE DISTRICT'S STANDARD SPECIFICA170NS, ARE 70 BE INSTALLED AT
RECOGNIZED HOLIDAYS PLAN SHALL BE INCORPORATED HEREON. AHEAD OF CONSTRUCTION TO PERMIT REV1SIONS TO PLANS IF REVISIONS ARE
NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. LOCA170NS SPECIFIED BY 7HE FIRE DlS1R /CT.
I NO GRADING OPERATIONS MALL COMMENCE UNTiL A PREGRADIIVG MEETING IL GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM
11. CON1R4C10R SHALL ALL PROPOSED TRENCH N�ORIt' M71N C �57�
PRESENT' CITY THE FACE OF SLOPE AT THE CONCLUSION OF EACH WM')RKDAY
C ONTRACTOR AND d THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC COMPANY A COPY OF EXEMPTION LETTEf? OR
TRENCH /NG PERM /T, lF R£QU /RED, SHALL BE
HAS BEEN HELD ONS17E WITH THE FOLLOWING PEOPLE PRESENT'
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING C
PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT IN PLACE At THE ENO PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL
COORDINATE' SUBM /TIED 1�7 THE D/S1R/CT PR /OR Tl� CONSIRUC
PERMiTTEE THE 9 ALL REIMOVABLE PROTECTIVE DEVICES SHOWN SHALL HIS/HER WORK WITH COMPANY REPRESENTATIVES. 12. ALL E71riS77NG
FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., L91/E
CONSTRUCTION MATERIALS 7O ANY PROPOSED
LEAST 48 HOURS iN ADVANCE BY CALLING (760) 633 -2770. OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST
SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER CROSS /NOS, LINE PARALLELING, OR PROPOSED CONNEC770NS SffALL BE OFt
TO HAULING DIRT OR FORTY PERCENT (40x). S NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE VERIFIED. ALL
EXIS77NG OR PROPOSED U77LITY CROSSINGS, OR U77L117ES WITHIN
10. EACH RAINFALL "UNDERGROUND iNSTALLA FOR LOCATION 0 -FEET OF PROPOSED WATER MA /NS, ON OF ELECTRICAL
SHALL BE SHOWN ON IMPROVEMENT PLANS.
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL CABLES AND GAS PiPiNG AND APPURTENANCES CONTACT THE SAN f.�
ALL WA1FJ4 SERVICES f0R /RRIGA110N, Mtli17PLE RESiDETV77AL COMPLEXES
DIEGO GAS AND ELECTRIC COMPANY.
AND COMMERCIAL OR /NDUSTRUIL DEVELOPMENTS SHALL HAVE AN APPROVED
ROUTE THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND TELEPHONE (BOO) 422 -4133.
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE 1Q SHOULD GERMINATION OF HYDROSEEDED SLOPES FAiL TO PROVIDE EFFECTIVE
BACKFLOW PREVEA177ON DEVICE ON CUSTOMER'S SIDE OF WATER METER.
HAULING OPERATION. COVERAGE OF GRADED SLOPES (9OX COVERAGE) PRIOR TO NOVEMBER 15, THE
SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN 9. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PR IOR TD STARTING WORK
NEAR 14. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE W/ S
t, UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT ACCORDANCE WiTH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL COMPANY
FACILITIES AND SHALL COORDINATE HIS/HER WORK WiTH COMPANY PROCEDURES /N THE STANDARD SPEC /FlG41TONS. 7HE CUSS OF PIPE SHALL BE
1 PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN
HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. REPRESENTATI VES USED AS THE DES /G11G41Z"D WORKING
PRESSURE FOR TESTING ALL PIPE, VAL
(CLOSED) AND APPURTENANCES:
AS- GRADED FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL
BE PROVIDED STATING: THE GRADING UNDER PERMIT NO. 5377 -G HAS BEEN
F NOTICE: ALL TELEPHONE SERS?CES WITHIN 11N/5 PROJECT BOUNDARY ARE 15. CONTRACTOR 10 17E OFF ALL VALVE
LaG•A17ON5 AND PI4ONdE NFfrrEN
PER FO RMED IN SUBSTANTIAL CONFORMANCE W17H THE APPROVED GRADING "UNDERGROUND INSTALLA TINS". FOR LOCA OF CABLES AND
N OR AS SHOWN ON TIME ATTACHED AS- GRADED PLAN . THIS STATEMENT D/ME7VS/ONS 10 INSPECTOR IMMEDlA1FLY UPON
/NSTALUI170N OF VAL
PLA " APPURTENANCES CONTACT PACIFIC BELL. OF
SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER E WMROSM TELEPHONE: (800) 422 -4133 f6. ALL DEFL£C
(HORIZONTAL AND VERTICAL) Sh6�iLL B£ MADE BY US£
WHO CERTIFIES SUCH GRADING OPERATION. JO /NT COUPLIuNGNG S W/1H 4s MAX /MUM DEFLEC770N PER COUPLING (2' PER
JO1NTj
1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 1Q IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT
THE UTILITY NO BENDING (CURVI'NG) OF PIPE SHALL BE
R N077F7CA710NS (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE:
AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE f7 PIPELINES AND APPURTENANCES StIALL BE
DISIMFECTED IN ACCORDANCE M7TN
1. THE EXISTENCE LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES COST OF RELOCATIONS, IF NEEDED. 15041 OF THE STANDARD
SPEC /FI6A770NS PRIOR 70 77E IN OR CONNEC77ON 70 EXIS77NC
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS a THREE FEET OR MORE IN HEIGHT IN FILL AREAS
SYS7FM FACILITIES BACTERIOLOGIC RUAL/TY TEST RES'UL73N SHALL CONFORM 70 THE CR17FM
TO THE BEST Or OUR KNOWLEDGE THERE ARE NO EXISTING UTIUTIES EXCEPT AS li. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND
OWN ON THESE PLANS, HOWEVER: b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SPECIFIED /N PARAGRAPH
3.06 OF THAT SPEC /f7CAT70N SECTION. O
INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT
SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER (800) 422 -4133
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 1z POWER SOURCES AND RUNS
SERVING STREETLIGHTS SHALL BE SHOW ON THE RECREA 77ONAL TRAIL NOTES:
TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE
AS
GRAN /7
WORK SITE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE "AS BUILT"
IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED 1. BRUSH, ROCKS, DEBRIS AND OTHER OB57RUC170NS SHALL BE kD FRW?M
- THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. WITHIN THE
DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO TR,gIL, TRq /L SURFACE SHALL BE /1f�4T1VE SOIL OR DECDECOMPOSED Z�
ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND
THE CITY OF ENCINITAS (PUBLIC) APPROVED BY THE CITY INSPECTOR.
NOTIFICATION OF COMMENCEMENT OF WORK: HYDROSEFDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
13 NO PA ViNG SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED 2 MAXIMUM CUT SLOPE IS ?.• 1. MAXXf&W
fKL SLOPE IS 2.7y.
A. SEWERS - 760 633 -2780 CARDIFF SANITATION DISTRICT. a SEED MIX SHALL CONSIST OF NO LESS THAN: OUTSIDE THE AREAS TO BE PAVED.
~
C ) I W�ER77CAL GRADE OF TRAIL NSMLL NOT EXCEED 2ox Z
E: 1. 20 LBS PER ACRE OF ROSE CLOVER
B. GAS a ELECTRIC - (800) 422 -4133 SDG& 14. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY.
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CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR 4 CROSS SEO770N ESS OF M41L SHALL
NOT B£ L rMN IX OF GREATER IMN SAT.
2. 20 LOS Z
PER ACRE OF ZORRO FESCUE RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE
G WATER - 760 ) 753- 6466 O.M. W.D. W
( PRIVATE IMPROVEMENTS (IF APPLICABLE) I VERTICAL CLEARANCE OF 12' SHALL BE MANTA /NED AT ALL PO/N73:
D. TELEPHONE (800) 422 -4133 - PACIFIC BELL 3 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNMA 15. ALL LUMINARIES SHALL PROVIDE TRUE
90- DEGREE CUT OM AND ALLOW NO
6. PI40Vl'DE WATER BARS ON TRAILS 117'1N GRADES OF 7.t' OR GREATER. 1151E Z
E CABLE TV - (BOO) 422 -4133 - DANIELS CABLE 4. 4 LBS ESCAPE OF LIGHT ABOVE THE HORIZONTAL. (PUBLIC) PER ACRE OF ACHILEA MILLEFOLiA
MINIMUM SPACING SHALL BE ONE WATER BAR FOR EVERY 5' RISE.
S 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) t6. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES
7. TR4/i MARKER.• CARSON/7E C1B -580 BROWN 66 ", 70 BE INSTALLED PER
Z CONTRACTOR Ir
SHALL oTIFY THE CITY EN
BEGINNiNG ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. 6. t LB. PER ACRE OF DIMORPHOLECA HRS OF NOTICE
AVAILABLE FOR SUCH A MEETING. PHONE NUMBER. 633 -2770. C77IR LE FROM: M SPECIFICATIONS.
CARSON 11F 1,301 HOT SPRINGS RIGVID
J THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. 7. ITFIMS C, D, E, AND F OF THIS SUBSECTION NAY BE OMITTED ON 17 THE
DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR CARSON C/7Y, NEVADA 89706 .�
PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF LOCATIONS WHERE THE AREA BEING HYDROSEEDED !S NOT VISIBLE BENCHMARK THAT IS
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED 1- 800 - 648 -7974
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND
INSPECTION WiLL BE SUBJECT TO REFECTION AND REMOVAL FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES
SURVEYOR. �
C. GRA�NG
B. ITEM "A" OF THIS SUBSECTION MUST BE INOCULATED WITH Z
A ALlFTED SOIL ENGINEER NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY t8. THE DEVELOPER SHALL NARK THE LOCATION OF
EACH SEWER RESP ECTIVE LY, AND
AND TESTED BY QU LNG. WATER SERViCE BY CHISELING THE LETTERS "S" AND "W" RESPECTIVELY 2" HIGH
� � � Z
t. ALL GRADING SHALL BE OBSERVED DRILLING OR BROADCASTING BEFORE HYDROSEED
OR UNDER HIS/HER DIRECTION. HE/SHE SHALL OBSERVE AND TEST THE INTO THE FACE OF THE CURB.
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFlLLS AND
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ACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND
COMPACTION OF TRENCHES. HE/SHE SHALL SUBMIT SOILS REPORTS AS 9, ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN 19. THE ADDRESS
OF E 2.•1 CUT 2.1
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UNOPENED CONTAINERS WiTH THE CALIFORNIA DEPARTMENT OF LOCATION APPROVED
BY THE INSPECTOR. FILL UPON COMPLETION OF GRADING OPERATIONS AND TESTS WERE MADE BY AGRICUL CERTIFICATION TAG ATTACHED TO, OR
Z W
FOOD AND AGRICUL
/HER OR UNDER HIS/HER SUPERVISION AND THAT IN HIS/HER OPINION, ALL 20. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD
HIM/HER AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE PRINTED ON SAID CONTAINERS
AGING PLANS AND THAT ALL EMBANKMENTS AND - SPECIFICATIONS FOR PUBLIC WO RKS OMMI CONSTRUCTION (ADOPTED R THE SAN
Z Z O
WITH THE APPROVED GRADING 10. NON -PHYTO TDX►C WETTING AGENTS MAY BE ADDED TO THE DIEGO REGIONAL STANDARDS COMMITTEE), AND THE
SAN DIEGO REGIONAL
EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. STANDARD DRAWINGS (LATEST EDITION).
GRADED WIDTH O N _y
tp
MIS'" VARIES (35' -107 1 ADER i6" REDZ THE CCONTRACTOR SH ALL PROPERLY GRADE ALL EXCAVATED SURFACES
TO GRADE PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE/SHE SHALL b TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS
THAN ?,000 LBS PER ACRE ) (TYP.
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR BACK OF CONC.
11T • •
TO FINISHED
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