2000-6635 I (Plans) SEWER NOTES WORK TO BE DONE
GENERAL NOTES: .
_ ,.Yr�- = 4 IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE RD
DEPARTME 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE � -r M . P . a .. , ;.: I ,. �� l ,f f i,!,
;` ' _ ; L - '' _ �4L� E !
,..,..� PLANS: THE CURRENT CITY DF ENCINITAS DEPARTMENT OF PUBLIC WORKS STANDA
1. A PERMIT SHALL BE OBTAINED FROM TIME ENCINITAS NOTED. '� "�"'
_ .- _ a _- -- , .
RIGH T-OF-WAY . '� 1 ' `
SERVICES DEPAR +� ;k��` �� �_ }..�:E" SPECIFICATIONS AND SPECIAL PROVISIONS FOR . JMPRDV IMPROV OF SUBDIVIS
OF PUBLIC WORKS FOR ANY WORK WI THIN THE STREET RIGH • -- -- J - :+' �'f�'j- ��°°°'
` N - ,�� _. - � - ` "- =+'" =" w-+ '� - - - STREETS AND STANDARD REFERENCE DRAWINGS
RAL SECTION SHALL BE IN ACCOR
2. THE STRUC DANCE WITH CITY OF ENCINITAS 2, PIPE AND BEDDING CONDITIONS: .r, _ -4- -- L ---l- -� - t---� - - - �--� ---�- -
� -
TU E UIRED PRIOR TO CONTRACTION.
- SHALL R Q HAVE 4" MINIMUM THICKNESS OF 3/4 INCH CRUSHED �. ' A w 1--��; '� -�-� --� -+�- -- �- -; - +_ w
PUBLIC ROAD STANDARDS. R VALUE TEST (A) ALL PIPE SHALL
- S
EA TH THE PIPE. -
ROCK BEN - -
NOT CONSTITUTE ^} x � - � �'
S SHO WN •." -.r. rffF.71�F.
DOES
J. LEGEND
APPRO OF THESE IMPROVEMENT PLANS A - �}
BOU P.V.C. N A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF '� 3 _ ' "` _
# y .
CTION OUTSIDE THE PROJECT BoUN (B) A D t-'`r
APPR OF ANY
' CONSTRUCTION � ~' _
APPR
O GRAVEL OR :` 5 ,- • , � � �� � � �.�... �, ...' �, •••.
PIPE TO 12 INCHES (MINIMUM) ABOVE THE PIPE SHALL BE SAND, , `: #E �� i ; 1 ` \ �, '�f
WALL PIPE MAY BE USED ONLY WHERE ; ts , ! # �, ' b ,. --��, ; �`'�- = DESCRIPTION
DWGNO. SYMBOL QU A
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL CRUSHED ROCK. A.B.S. SOLID .
,
1 Z OR GREATER. TER. ' y 1 k
BE CONSTRUCTED, CONNECTED AND TESTED PIPE INVERT GRADES ARE ';� $ ' j t s '� 1 => t '`
PRIOR TO CONSTRUCTION OF BERM, CONTRACT
1 ; � i � ;; ,. ''� -� -� STRUCTURAL SECTION
$ ; , ; 3, _ ASPHALT 2709.47 SF.
CURB, CROSS GUTTER AND PAVING. ��
C V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE , •�, (PER GENERAL NOTE 2 - SHEET 1)
() = t `' - 58.83 SF.
FACILITIES SHOWN TO 12 INCHES ( MINIMUM) ABOVE THE PIPE SHALL BE 3/4 INCH } t� 3 ; ; `�- -: CONCRETE (CROSS
GUTTER MODIFIED) G 21 12
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND -�_... :
SEARCH OF THE AVAILABLE RECORDS. TO CRUSHED AGGREGATE, NA TIVE FREE - DRAINING GRANULAR MATERIAL ! x PA�cFL 2 �,
ON THE PLANS WERE OBTAINED BY A '
. , I �,. 5 , .. ?� t t �� x .' 389.81 LF.
EDGE THERE ARE NO OTHER EXISTING FACILITIES AGGREGATE HAVING A SAND EQUIVALENT OF 30 OR BETTER. ,, , 6 TYPE G
CURB &GUTTER G--2
THE BEST OF OUR KNOWLEDGE, `
' ACTOR !S REQUIRED ' t ; �` 4 ,.,.k,�:,. ,
EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR TIES SHOWN x , .s
AC PE LAYING ALL MAIN LINE SEWERS, SEWER ' ; ` 1 P,4�4CEC 3t f �;i:? j, �. �,y _ ; -�
DRIVE WA Y(S) G -14A 288, 00 SF.
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING F J. AFTER COMPLETION OF PI
TO TAKE # �L i ; ' A.[ .
HEREON AND ANY OTHER WHICH IS NOT OF RE THESE SERVICES LATERALS AND STRUCTURES SHALL BE TESTED IN THE ; # ' �,' ; # �,� , ��
, ; , - ;::;,,s
IR PRESSURE TEST SHALL BE USED _ { I flC i i �- SIDEWALK G- 7,G -9,G- 10 f 0 1518. 00 SF.
CORD OR NOT SHOWN ON
PRESENCE OF THE INSPECTOR. A '
PLANS. : i G_ EA.
U NLESS OTHERWISE DIRECTED BY THE INSPECTOR. ;fir �(� '; ' :.......... ; `;� 11 ,Y"`
U } _ PEDESTRIAN RAMP(S) 27
OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE
6. LOCATION AND ELEVATION W CON OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD y Q '
MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW 4. THE CONTTR C �` ' ', SEWER CLEANOUT SDR -35 •S -3 -�
SHALL BE CONFIRMED BY FIELD S SHALL BE A MONOLITHIC 1 f A•
_ BASE � � � � � �� z ( )
17• POUR IN PLACE MAN!-I 50 LF OLE , ( � �'ARCEL fi
WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING NO. S -
TIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT POUR FINISHED COMPLETE AT TIME OF POUR. PRECAST MANHOL E SES t „, ; ;
SEWER AMAIN - 8" P. V.C. (SDR -35} S -4
UNDERGROUND FAC - COLLECTOR SYSTEMS WITH
' °' ....
ARE ACCEPTABLE FOR USE WITH 8 INCH C
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION E I .f 25 50 �`::: 100
' PROVAL. r ` -j� 4 EA.
INSPECTOR'S AP r � �; i � � � � � � INSTALL 4 "P. V.C. SEWER SERVICE • 5- 13,S -19
5
4 f-
OF EXISTING FACILITIES.
w _
' , ' �, ',� �.� SCALE 1 "- 50' D -25
5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NO 5 -13, ,;�; _ , r =, �,� _+ CURB OUTLET' •
f EA '
GAS &ELECTRIC COMPANY AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY IN MANHOLE. '; ` ;? ; �, '
OLE -
LL NOTIFY THE SAN DIEGO =
7. THE CONTRACTOR SHALL �~ _ ', "�- .�.. - .� j , r�r''ti�' 1 EA.
COORDINATE , N .} STREET LIGHT �/.II�CI�DR B/.15� F�lINIJAT�DIN E- t
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHAL L t i , �. •._ _ -
COMPANY REPRESENTATI ES. x ' '_. ' `-• _ '` `' f `` I ' UTILITY TRENCH RESURFACING- -CIT'Y
OF ENCINITAS STD. DWG. t 82 L. F.
HIS HER WORK WITH CO 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S -10, j�= 2 ..,,�
•- - . -
TYPE A. _..._.,....
r CT ARE .� s ,_.: ` � , , ASN' - '':
AND GAS SERVICES WITHIN THIS PROVE { ��
i 11:L
ALL ELECTRICAL - ' } _
, _,� IMPROVEMENTS(WATER) DWG.NO. SYMBOL QUANTIT
N OTICE: FOR LOCATION OF
"UNDERGROUND INSTALLATIONS ". 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 INCH e t
EL ECTRICAL �` f � ��' ' � f � � � � �; I _
ELECTRICAL CABLES AND MINIMUM COVER. ° ¢
I �� �x� ��., - � \r� ± , = s �,; # z�i 2 "BLOWOFF SDWD DWG. P 4
GAS PIPING AND APPURTENANCES ----� 1 EA.
T THE SAN DIEGO GAS AND ELECTRIC COMPANY. -` `- $ � ' .� E . � ' ��
CONTACT 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND
TELEPHONE.- 1 -SOD -422 - 41 33 . � SHOWN ON ORIGINAL AS -BUILT PLANS, PRIOR TO
INSTALL FIRE HYDRANT •SDWD DWG. P 1 �� 1 EA.
TEL LATERALS SHALL BE SHO
B ELL PRIOR TO STARTING WORK ACCEPTANCE OF WORK. I N DEX M A P INSTALL 1 "WA TER COPPER SERVICE • •SDWD. DWG. P2
W 4 EA.
8. THE CONTRACTOR SHALL ND AND SHALL COORDINATE H!S /HER WORK WITH
NEAR COMPANY FACILITIES A 9, ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE
COMPANY REPRESENTATIVES - DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY USE WA TER NO TES;
ARE :UNDERGROUND INSTALLATION T P�C1FLOCATION OF 10, FILL AREAS MUST BE COMPACTED TO 90Z PRIOR TO PIPE
E AND APPURTENANCES CONTA ALL EXISTING FACILITIES TIES WHIC
S TA LLA TlON, 15. WHICH MAY EFFECT FINAL DESIGN, I.E. LINE CROSSING, LINE PARALLELING,
CABL IN
TELEPHONE: 1 -800 -422 -4133. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING D OR PROPOSED CONNECTION
SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSS
11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO WATER DISTRICT. THE CONTRACT
WITHIN 10 FEET OF' PROPOSE WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL
TO NTACT THE DIVISION 48 HOURS PRIOR TO BEGINNING OF WORK TO SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER
AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY THE SAN
9. IT SHALL BE THE RESPONSIBILITY OF THE AR PROPOSED IMPROVEMENTS, AND BE ARRANGE FOR INSPECTION OF PROJECT. PHONE NO. 633 -2770. THE DATE
OF ACCEPTANCE. DIEGUfTO WATER DISTRICT.
THE COST OF RELOCATION IF NEEDED.
UTIL !TY AGENCIES, ADVICE THEM OF THE
CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY ENGINEERING 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE B 16.
MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
IS PROJECT ARE "UNDERGROUND SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING THE CONTRACTOR UNDER THE SUPERVISION OF SAN DIEGUITO WATER
DISTRICT, AFTER DIEGO GAS AND ELECTRIC VAULTS.
10. ALL TELEVISION SERVICES WITHIN THIS CITY RIGHT -OF -WAY.
R LOCATION OF CABLES AND APPURTENANCES PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 17. UTILITIES TO MAINTAIN MINIMUM 5 FOOT
SEPARATION WHEN PARALLELING WATER SERVICE.
TELEPHONE: 1-800-422-41.3-3. INSTALLATION. FOR RTENANCES CONTACT 33. 13 THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A
SHALL BE SHOWN ON THE •
ET LIGHTS E DATE OF ACCEPTANCE OF THE WORK B GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP T 8. CONTRACTOR AND DEVELOPER
ARE RESPONSIBLE FOR RELOCATION OF ANY EXISTING WATER FACILITIES
11. ,POWER SOURCES AND RUNS SERVING STREET PERIOD OF ONE YEAR AFTER THE Y J. WHERE ELEVATIONS AND
T DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN L REPAIR OR REPLACE ANY OR ALL SUCH W, } THAT ARE EFFECTED BY THEIR
PROJECT.
AS BUILT' IMPROVEMENT DEDICATED TO THE CITY TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO
OR MATERIAL THE OWNER AND SHALL WORK" OF PIPE PROFILE SHALL BE 48 INCHES BELOW CENTER LINE FINISH GRADE OF STREET.
(FIRE HYDRANT, METER, VALVES, VALVE BOXES, ETC.,
THE DEDICATED RIGHT - OF --WAY, OR WI THIN EA SE M ENTS
OF ENCINITAS. DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND 4, ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRI VEWA YS,
' PERIOD FROM DATE OF ACCEPTANCES WITHOUT
12, NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED WITHIN THE ONE YEAR PE AND .
EXCEPTING ORDINARY WEAR 5 CON
EXPENSE WHATSOEVER TO THE OWNER, E . TRACTORS TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR
0 U TSIDE AREAS TO BE PAVED. �
TEAR UNUSUAL ABUSE OR NEGLECT. EACH RESIDENTIAL LOT. r
13. ALL LUMINARIES SHALL PROVIDE 90' CUTOFF, AND ALLOW NO ESCAPE 14, CONTRACTOR SHALL FURNISH AND INSTALL PER SPECIFICATIONS THE
6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF
OF LIGHT ABOVE THE HORIZONTAL. A PPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE SAFETY FOR ALL • TRENCH WORK.
ow
AND PORTION OF SEWER LATERALS
DEPARTMENT ABOVE ALL PUBLIC SEWERS LINES HAZA RD O US W TER1A L S r
14. THE CONTRACTOR S HALL LOCATED WITHIN PUBLIC RIGHT -OF -WAY OF EASEMENTS. 7. INSTALL FIRE HYDRAN REQUEST FROM THE ENGINEERING SERVICES
T 2 FEET FROM BACK OF CURS, IF NO SIDEWALK EXISTS, OR 7 HA ZA RDS1
A PRE-CONSTRUCTION MEETING AND SHALL PROVIDE AT -LEAST 48 HOURS OF FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS WITHIN CITY RIGHT-OF-WAY.
33 -2770. _ A. ALL ?'RASH, DEBRIS, AND STOCKPILED AGRICULTURAL MATERIALS WITHIN THE PROPERTY N
NOTICE FOR SUCH MEETING. PHONE NUMBER , (760} 6 15 SEWER LATERAL TABLE, SEE SHEET 2.
8. PROVIDE AIR RELEASE ASSEMBLIES A T ALL HIGH POINTS IN WA TER MAIN. SHALL 8E DISPOSED OF OFF - -SITE, !N ACCORDANCE
WITH CURRENT LOCAL, STATE AND
`- MONUMENT OR BENCH MARK FEDERAL DISPOSAL REGULATIONS. THE SMALL PLASTIC AND METAL DRUM AND THEIR
.`
E DEVELOPER SHALL BE RESPONSIBLE FOR ANY MO 16. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL 9, CONTRACTOR SHALL OBTAIN AN ENCROACHMENT
PERMIT FROM THE CITY OF ENCINITAS
15. TH DISTURBED OR CONTENTS SHALL BE REMOVED FROM THE SITE IN ACCORDANCE WITH CURRENT LOCAL,
Y RIGHT -OF -WAY.
WHICH IS DISTURBED OR DISTROYED DURING CONSTR E RE- ESTABLISH AND ACCEPTANCE. FOR ANY EXCAVATION WITHIN EXISTING CITY STATE AND FEDERAL
DISPOSAL REGULATION FOR PETROLEUM WASTE PRODUC
OR DISTROYED MONUMENTS OR BENCH MARK SHALL SURVEYOR. LICENSED LAND SU D TO T RE UfRES THAT COMPACTION TESTS BE TAKEN WHERE WATER
LINES ARE �
GINEER OR A D AN ACCESS ROA 10. THE DISTRIC Q
REPLACED BY A REGIS CIVIL EN 17. THE DEVELOPER MAY BE REQUIRED TO GRA E FOLLOWING CURRENT LOCAL
.
COUNTY RIGHT-OF-WAYS, CITY OF ENCINITAS RIGHT -OF -WAY, B. THE SMALL SURFACE AREA, STAINED BY WHAT APPEARS TO BE PETROLEUM
PRODUCTS
!N EASEMENTS AND INSTALLED WITHIN EXISTING 0 REMOVED FROM THE PROPERTY AND DISPOSED OF L
MAINTAIN
ANY PUBLIC SEWER CONSTRUCTED WITH SHALL BE
EACH SEWER LATERAL MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS EASEMENTS TO OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY TO
ENCINITAS, DISTRICT STATE, AND FEDERAL DISPOSAL REGULATIONS. I
16. THE DEVELOPER SHALL MARK THE LOCATION , OF END L AND „ W" RESPECTIVELY, MAINTAIN THE PUBLIC SEWERS. THE WATER LINES ARE ACCEPTED, AND
A COPY SENT TO SAN DIEGUlTO WATER DISTRICT
WATER SERVICES By CHISELING THE LETTER S ,
OFFICE. C. ANY BURIED TRASH /DEBRIS ENCOUNTERED SHALL BE EVALUATED BY AN EXPERIENCED 10 2 INCHES
HIGH INTO THE FACE OF CURB. DISCHARGE PERMITS AND PLUMBING PERMITS A E REQUIRED CT OWNER SHALL ADVISE PROSPECTIVE ENVIRONMENTAL CONSULTANTS
PRIOR TO REMOVAL, AND DISPOSAL OF THE FOLLOWING Q�D� ��'� � 00 18. WASTEWATER DI 1 f. PRIOR TO AWARDING WATER LINE CONTRA
J TO SYSTEM. CURRENT ' SAN DI WATER DISTRICT'S SPECIFICATIONS. CURRENT LOCAL, STATE, AND FEDERAL DISPOSAL REGULATIONS.
J•p s� � �Qj
17. THE ADDRESS OF EACH LOT
SHALL BE PAINTED ON THE CURB IN A MANNER PRIOR TO CONNECT CONTRACTORS TO OBTAIN AND REVIEW
INSPECTOR. � o� " �
AND LOCATION APPROVED BY THE 19. NEW SEWER MAINS LESS THAN 36 INCHES IN DIAMETER SHALL BE
VISION AFTER COMPLETION OF 12. THE CONTRACTORS SHALL NOTIFY THE DIST'RICT'S INSPECTION DEPARTMENT 48 HOURS
R,C.E,Ho�3%W �Z
L BE DONE IN ACCORDANCE INSPECTED BY CLOSED CIRCUIT TELEVISION _
18. ALL WORK SHAL WITH THE STANDARD SPECIFICATIONS CKFILL AND FINISHED GRADING BUT PRIOR TO PLACEMENT IN ADVANCE OF BEGINNING WORK TO ARRANGE
FOR INSPECTION OF PROJECT. TRENCHING BA �r F.xp,313tI�s
T EDITION). THE SAN DIEGO STANDARD
PUBLIC WORKS CONSTRUCTION (LA TES ) OF PAVEMENT OR PERMANENT TRENCH RESURFACIN G. CONTRACTOR SHALL
FOR WORKS E COMPACTED TO 907, PRIOR TO PIPE INSTALLATION. LO
SPECIAL PROVISIONS TO THE ST ANDARD SPECIFICATION FOR PUBLIC PROVIDE FOR T ELEVISION INSPECTION. (SEC. 30 6 - 1.4.8 }. 13. FILL AREAS MUST B
OPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE) SEWER LATERAL TABLE
CONSTRUCTION (AD S LATEST EDI TION .
ST DRAWING ( ) S PLAN BY THE SAN DJEGUITD WATER DISTRICT DOES NOT CONSTITUTE STA TION
A REPRESENTATION AS TO THE ACCURACY OF
AND THE SAN DIEGO REGIONALS 14. APPROVAL OF THI THE LOCATION OF, OR EXISTENCE OR NON - EXISTENCE @ LA T.
OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. LOT I.E. ELEV. I.E. ELEV LENGTH OF TC.
ELEEV. I.E. DEPTH DOWNSTREAM
NO. @ MA I N @ LA T. LA T. 9 LA T @ P. L. FROM M. H. Q
1 2 88-81 298.32 22 298:28 293.28 5.00 11+38.58
J V
2 289.19 289.70 22 1 298.55 293.55 5.00 12+13.46 Z
3 298.83 299.34 33 309.85 304.85 5.00 8 +75.51
33 3/I L''► -305.P�5 co 00 _9� %.OD Z
GRIND 1 "DEEP OF EXISTING AC PAVEMENT
@CENTERLINE AND CAP W /ASPHALT EX. AC BERM `
EX. AC BERMI CONCRETE FOR A SMOOTH TRANSACTION. TO BE REMOVED
c C TE
To BE REMOVED DN OWNERS CER TI FICA CA
18' f 1 . R /IN � , - ( U)
z , POW TYP OLE IT 1S AGREED THAT THE L
� - 5T. LT 10 , � FIED CONDITIONS MAY REQUIRE CHANGE 0 -
40' ( ) THESE PLANS.
0
f 5' 3
3 5' -'~ I 5 I T IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE
\
3 15 � OF RESPONSIBLE CHARGE
U
ENCINITAS 1 2 ,�•
BLVD 2 DEC LAR ATION TION
1 2'± 4
A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATION SP
. 9'
sg
2Z OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC
THAT I AM THE ENGINEER OF WORK FOR THIS
a ____ t ,_ . ..` _,. • i � I HEREBY DECLARE WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR
THE PROPER
�' `" '�: F ° - • : . �'"�" ' :� °•: : �: _ ' - "' �S5I PROJECT. THAT I HAVE EXERCISED RESPONSIBLE
CHARGE OVER THE COMPLETION OF THE IMPROVEMEN
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