1995-3304 I (Plans) GENERAL NOTES WATER NOTES SEWER NOTES SEWER NOTES CONTINUED WORK TO BE DONE
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO
THESE PLANS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC
1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 1• WATER MAINS, LATERALS AND APPURTENANCES SHALL BE 1• ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA
COUNTY WATER 19 ALL LATEIZAL5 SHALL m CON5mvcmD CLEAR' OF Dt2lVEw.46. WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE CONSTRUCTED ACCORDING TO THE STANDARD DISTRICT (LCWD) STANDARD SPECIFICATIONS. IMPROVEM
ENT OF SUBDIVISION STREETS AND STANDARDS REFERENCE
STREET RIGHT-OF-WAY. SPECIFICATIONS OF THE SAN DIEGUITO WATER DISTRICT., 20• ALL ACCESS HOLE5(M4AI HOLES) SHALL gE TESTED OY DRAWINGS.
THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL 2• THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO "VACUL(MTEBT" AS 5PEnFIEp
IN THE LCWD STANDAllep SDRSD = SAN DIEGO REGIONAL STANDARD DRAWING.
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ANY CONSTRUCTION. SPECIFICATIONS,
CONST. ITEM DESCRIPTION AND DRAWING NUMBER SYMBOL QUANTITY
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ACCEPTANCE. -No- STREET SURFACE AND DRAINAGE IMPROVEMENTS
(1-59)
ENGINEER. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO 3. THE CONTRACTOR MUST SECURE APPROVAL FPoM THE LCWD INSPECTOR
CONSTRUCTION. 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO PRIOR TO BACKFILLING OVER ANY SEWER PIPE OR 5EG160WYE5. O1 CONSTRUC
T 4 " AC PAVING OVER 6 1' CL.IL A3.. 44#1 A4:520 OR/
EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, "R" VALUE.__?32�E66I/ERAL A/OTE 2)
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT UNDER THE SUPERVISION OF SAN DIEGUITO WATER 4, THE DRAWINGS AND THE DATA HEREON
API? HEREBY MADE A PART OF THE (3�
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY SPECIFICATIONS. CONSTRUCT
6" TYPE "G" CURB AND GUTTER PER SISRSD G-2.
PROJECT BOUNDARY. THE DEVELOPER. ® CONSTRUCT ROLLED CURB & GUTTER PER SDRSD G-4.
5. NO REVISIONS ` I"'' L BE MADE TO THESE PLANS WITHOUT THE APPROVAL
4 , ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY 3• WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE' OF THE LEUCRD/R COUNTY WATEK
0I6T91CT.
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO WATER MAIN PROFILE, TOP OF PIPE PROFILE IS . 48 0
CONSTRUCTION OF BERM CURB, CROSS GUTTER AND PAVING. INCHES BELOW CENTER LINE FINISH GRADE OF STREET, CONSTRUCT 10' CROSS
GUTTER PER SDRSD G-12.
g.; APPROVAL OP THIS PLAN BY LCWD DOES NOT CONSTITUTE A �W
REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE 27' 25' 1 CONSTRUCT 16 ' WIDE CONCRETE
DRIVEWAY PER SDRSD G-14.
5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS . EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND
U'T'ILITY, PIPE OR -
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH "-T7CTPRE WITHIN LTMITS OF THIS PROJFC CURBLINE
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. 5. CONTRACTOR TO FURNISH ONE INC1i COPPER WATER 10' 17'
10'
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. :L: ERALS AND MAINS SHALL BE "RSTP"' BY "RlR
TEST METHOD° 1.5' �0-C� ELE7/AJ7p1/s/ A/UORA/OTED ® CONSTRUCT TYPE "B" CURB INLET (LENGTH SHOWN ON PLANS) PER
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TARE AFTER COA16L2UCT 10Al OF ALL OTHER UT/LIrIES AS 5PECIFIED Al THE LCWD 2'
FZ17UAf / /NMOFLE SDRSD D-2.
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY 6• CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM STANDARD SPECIFlCgTIONS. 2°l°
2°/, 2% f CONSTRUCT TYPE "F" CATCH BASIN PER SDRSD D-7. ❑a
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH CONSTRUCT
STANDARD STREET SIGN PER SDRSD DS-13.
SHOWN ON THESE PLANS. WORK . S. Clj'1'RACTVR -,MALL NOTIFY LCWD 48 HOURS IN ADVANCE OF BEGINNING 3 CONSTRUCT
STOP SIGN PER CALTRANS STANDARD R-1. +
WORK SO T'TT,T' INSPECTION CAN BE PROVIDED. i ROLLED CURB SEE NOTE 2 FOR CONSTRUCT TYPE "A" CURB OUTLET PER
SDRSD D-25.
6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK T INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB IF PER G-4 STRUCTURAL
SECTION
2 CONSTRUCT SIDEWALK UNDERDRAIN PIPE PER SDRSD D-27. -------
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB 9. ALT. MAINS AND TJ=_P:J 3 SHALL BE CONSTRUCTED
"PH A 48 INCH WOOD DRIVE
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE WHERE SIDEWALK WILL BE CONSTRUCTED. MINIMTTM :'OVER. ®
CONSTRUCT '"WING"/"U" TYPE HEADWALL PER SDRSD D-34.
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND 0+46.95 TO 1+91.47
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT B. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS CONSTRUCT
TYPE 1 RIP-RAP ENERGY DISSIPATOR
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF IN WATER MAIN. 10. ALL LOTS SHALL BE SERVED BY A 4 INCH LATERAL SET AT A 2T
E%l 71OA/SSAU41V Ole -
ACTUAL LOCATION OF EXISTING FACILITIES. MINIMUM GRADE OF 2 . 0% WITH A MINIM'. `( DROP OF 0. 3 FEET, AND AN l � M Z)1A1,2i§PZ?
3 CONSTRUCT TYPE " B " DRAINAGE DITCH PER SDRSD D-75. � �=
9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM z , 10' 17' SAWCUT LINE 4 CONSTRUCT -X INCH RCP
STORM DRAIN PIPE.(SIZE SHOWN ON PLANS) SD
INVERT DEPTH OF 5. 5 FEET :_ �W TOP OF CURB AT PROPERTY
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN LTNE UNLESS OTHERWTSE APPROVED LCWD.
15t CURBLINE / VARIES 5 CONSTRUCT STREET SURVEY MONUMENT PER SDRSD M-10. Q
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES EXISTING CITY RIGHTS-OF-WAY. ' �_D4D' .g 4 INSTALL FIRE
HYDRANT MARKER PER SDRSD M-19 . ■
AND SHALL COORDINATE HIS WORK WITH COMPANY °° • 2% �/ OVERLAY EXISTING AC PAVING AS REQUIRED
TO PROVIDE A SMOOTH
ll. LCWD 9TANDRt2D SFECIF/CRTlW5 qRE AVAILABLE Al- THE 015TRICT OFFICE. -y 2r r �1/ TRANSITION.
REPRESENTATIVES. 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN TAKEN WHERE WATER LINES ARE INSTALLED WITHIN Z ® REMOVE
EXISTING AC PAVING AS REQUIRED BY SOILS ENGINEER.
THIS PROJECT ARE "UNDERGROUND EXISTING COUNTY RIGHTS-OF-WAY CITY OF ENCINITAS ° SEE NOTE2FOR 7 EXIST.
PAVEMENT -
12. ALL CONCRETE TESTING REQUIRED BY L C W D WILL BE AT THE -7/0� / ROLLED CURB
INSTALLATIONS". FOR LOCATION OF RIGHTS-OF-WAY, PRIVATE EASEMENTS, AND THE RESULTS EXPENSE OF THE CONTRACTOR. PER G-4
STRUCTURAL SECTION'A WATER IMPROVEMENTS 60-79
ELECTRICAL CABLES AND GAS PIPING AND APPROVED BY THE CITY OF ENCINITAS, BEFORE THE 501LSENGINEER SHALL TEST
•
APPURTENANCES. FUTURE CAUDOR STREET
WATER LINES ARE ACCEPTED AND -A COPY SENT TO THE EXIST PAVEMENT SECTION 60 INSTALL 8" PVC WATERLINE
(CL 150) . W
13. JOB MIXING OF CONCRETE IS NOT PERMITTED. S/DE6i/HLK TO DETERMINE IT'S STRUCTURAL 3 INSTALL 8" GATE VALVE.
SAN DIEGUITO WATER DISTRICT OFFICE. . 8+39.12, TO 9+63A7
TELEPHONE: 1 800 422-4133 (DIG INTEGRITY. 6 INSTALL 1" MANUAL AIR RELEASE ASSEMBLY CL-150 PER SDWO P-AD.
0
ALERT) 11 PRIOR. TOPROSPEING WATER LINE CONTRACT, OWNER SHALL # W INSTALL DOMESTIC i" WATER SERVICE DER S OGID
P-2 or
14. ALL PIPES SHALL HAVE 4 INCH MINIMUM CRUSHED ROCK BEDDING, ELEU,4T/ON SNLWA/,�k UOTED R/W INSTALL 6" FIRE HYDRANT
ASSEMBLY PER SDWD P-/W1&141eOP09T5, m
ACTORS TO OBTAIN AND AND A MINIMUM OF(IZ') TWELVE INCHES OF CRUSHED ROCK COVER gS .SHOWN /AlP20FlLE
8 THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY REVIEW CURRENT SAN DIEGUITO WATER DISTRICT' S ON LCWD STANDARD DRAWING 5- 12.
-0. 0' 25 25'i/CUR BLINE '' 69 INSTALL CONCRETE ASSEMBLY 1150 R_5Du/O P'4.
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL SPECIFICATIONS . 15 THE LCWD INSPECTOR SHALL BE FUFN/S ED THREE SETSOFCUTBHEETS• \ 10'
I 1 1 13' 2' 0 INSTALL 22 1 2° BEND.
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. N / �r
\ / CURBLINE ADD INSTALL 45°, BEND.
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT' S �'• 1 1.5' /
REDWOOD ROLLED INSTALL 90° BEND.
PROJECT BOUNDARY ARE "UNDERGROUND INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF 16. SOILS REp0l2TS SHALL l' SUBMITTED 7LJ LCWD BYA QUALIFIED
SOILS ENGINEER 1 45' 21 HEADER
INSTALLATIONS". FOR LOCATION OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF WHICH CERTIFIES THRTALL TRENCH 6ACKFILL WAS COMPACTED
45 DIRECTED BY THE CURB CONNECT TO EXISTING " WATERLINE.( SIZE SHOWN ON PLANS)
2 ° 2°I° 2% PER G-4 W-- -W
SOILS EhIGINEElz IN ACCOLDANCE W1TN ONSITE EARTHp/ORK SPECIFICATIONS AND -� INSTALL 11 1/4° BEND.
PACIFIC AND
COMPANY.ONTACT THE PROJECT. 9 ,
LCWD SFEClFICATlO/l/S. " ' '
�` METERS TUBELOCATEO OUTS/OE O/ZIVEC<IAYS•
�'
TELEPHONE: 1 800 422-4133 (DIG 13, FILL AREAS MUST BE COMPACTED TO 90$, PRIOR TO PIPE ROLLED CURB SEE NOTE 2 FOR SEWER
IMPROVEMENTS (80-99)
ALERT) INSTALLATION . PER G-4 STRUCTURAL SECTION
17 SEWER LATERAL TABLES ARE ON SHEETS NO. 2 , 3, AND 4 . OLYMPUS STREET INSTALL SEWER MAIN CLEANOUT PER
SDRSD S-3. 0 INSTALL 411 PVC SEWER LATERAL PER SDRSD S-13.S �0
9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO 14. : APPROVAL OF THIS BY SDWD DOES NOT CONSTITUTE A 8 INST
ALL SEWER MANHOLE 4' X 3' PER SDRSD 5-17. Q
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED REPRESENTATION AS TO THE ACCURACY OF THE LOCATION 2+20.75 TO 8+82.98
( ) S
OF, 18. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION SHORING,G, 9 INSTALL 811 PVC SEWER.
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY SUBMITTING A DETAILED PLAN SHOWING
THE DESIGN OF SHORING,
UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKER
10 ALL TELEVISIONS SERVICES WITHIN THIS PROJECT ARE LIMITS OF THIS PROJECT. PROTECTION FROM THE HAZARD OF CAVING GROUND
DURING THE EARTHWORK GYL/IA%TITIES
"UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE
15. ALL EXISTING FACILITIES WHICH -
APPURTENANCES CONTACT: TELEPHONE: 1-800-422-4133 MAY EFFECT FINAL INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL
*COT' = 4(X0 CY F/LL = /,000 c.c? EXppe7�jM/�DeT = -0- C.S'
DESIGN, I .E. , LINE CROSSINGS, LINE PARALLELING, OR TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER ! SEE S H
E E T 3 1��
11 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL PRIOR TO EXCAVATION. IF
THE PLAN VARIES FROM THE SHORING z
SHOWN ON THE AS-BUILT IMPROVEMENT DRAWINGS. ALL SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY *
QUANTITIES NOTE:
n n
EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 WOOD DR. I THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING
AND PERMIT PURPOSES
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT-OF- FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON ORDERS, THE PLAN SHALL BE PREPARED
BY A REGISTERED CIVIL OR �'0 W _
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. Cp ONLY.
THE ENGINEER IS NOT RESPONSIBLE FOR QUANTITIES USED BY
ENCINITAS. IMPROVEMENT PLANS . ELECTRICAL AND SEWER TO CROSS ® -W
UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION ��00 ° ® VARIOUS SUBCONTRACTORS IN ESTABLISHING THE SCOPE
OF WORK TO BE
12 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE BY WATER DISTRICT.
/ ® S144 / ' 1 PERFORMED TO COMPLETE THE CONSTRUCTION SHOWN ON THESE PLANS.
R� ®
RELOCATED OUTSIDE THE AREAS TO BE PAVED. �% G 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL
�\QP
HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE �OV / ER S 9 m aiU�EQ ( �QTIFICAT740AI
13 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE DISTRICT ' S SATISFACTION. BACKFLOW DEVICES ARE TO G •
CITY ENGINEER OF WORK PRIOR TO MAKING CHANGES IN THE \ON v �� O I HEREBY AGREE TO COMMENCE WORK
ON ANY IMPROVEMENTS SHOWN ON THESE
FIELD. RI INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY 0\� \s ®® I !^�I (1 0 PLANS WITHIN
EXISTING CITY RIGHT-OF-WAY WITHIN 60 DAYS AFTER
RIGHT-OF-WAY MAINTENANCE OR OUTSIDE WATER DISTRICT EASEMENT . \}� 6 II J `(GC - ISSUANCE OF THE CONSTRUCTION
PERMIT AND TO PURSUE SUCH WORK
REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW S U" U ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL
COMPLETED, IRRESPECTIVE
14 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE DEVICE ARE RESPONSIBILITY OF OWNER. � AND INDEPENDENT
OF Y OTHER WORK ASSOCIATED WITH THIS PROJECT OR
REFLECTIVE FACE OR EQUIVALENT. "/
17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED OS Ao KEY MAP LEGEND UNDER MY UNTRUE.
15 CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE Wf susDlvxsxox BDRY ^ �� /
BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND BOfIQ 00 _ .OT LINE
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 ELECTRIC VAULTS . Ldg ,c'` LOT NUMBER 1 OWNER:
7�,/ i , A
HOURS OF NOTICE FOR SUCH A MEETING. (633-2770) �� pvE• A MICHAEL GALEYd FOR: GK PROPERTIES OF CA. L.P.
A LTD.
oyKP EXIST. WATER LINE --W-- PARTNERSHIP AND GALE DEVELOPMENT GROUP
16 ALL CUT AND FILL SLOPES OVER THREE 3 FEET CREATED BY UTILITIES `."^, MAINTAIN MINIMUM 5 FOOT SEPARATION � �P � ��• �
PROP. WATER LINE W INC. ,r
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED WHEN PARALLELING WATER SERVICES . apa�PRA 4 EXIST SEWER LINE -S
-
SEWER GENERAL PARTNER,
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. c SERER HYDRANT -- - ADDRESS: 7720 EL CAMiNO
REAL, SUITE 2M
HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK 18. CONTRACTOR AND DEVELOPER IS RESPONSIBLE TO c� , FIRE
HYDRANT Cad
RELOCATE ANY EXISTING WATER FACILITY LA COSTA, CA 92009
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. (FIRE o s o c ,�C 1� STREET LIGHT �(
HYDRANT, METERS, VALVES, VALVE BOXES, ETC. ) THAT K \�� fly STORM DRAIN -SD-_-
--- - ASSESSORS
�c CA Q CLEANOUT oCO.
17 ALL LUMINAIRES SHALL PROVIDE TRUE 90° CUTOFF, AND ALLOW ARE EFFECTED BY ITS PROJECT. �' PR
NRO , 3 ` 1 �3 �2 CATCH BASIN g'❑ PARCEL NO. 254-413-35
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL.
19. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT SITE'! '�o Q
ANY ASBESTOS WATER PIPES REMOVED FROM' THE GROUND 4�^ : m SHEET ,# DESCRIPTION
18 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR Q N
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WERE DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN- 0j y oy Q a
N-- \` 1 TITLE PACE b W d
DIEGO COUNTY WASTE DLVISION. n ° > dP� a Ci j 2 OLYMPUS STREET Z F Q
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER Vic J, w QaowE• a. n , \ 3 OLYMPUS
STREET, CAUDOR.DRIVE, ROOD DRIVE � �U
OR A LICENSED LAND SURVEYOR. v
DECLARAT/DA/OF�C'ESPDNS/6LE C!/426E Na scACE { K Z " N 2 AA / _- \ 4 AREA?couzr (sewEe4urar�e�
w (n u N
19 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER Q ® / �� /„� LEGAL
DESCRiPTION:PCL 4 OF PM .13497, IN THE COUNTY OF SAN DIEGO, Z p Q
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" I 'HEREBY DECLARE THAT I AM THE ENGINEER OF WORK a - K/
STATE OF CALIFORNIAAND PORTIONS OF LOT 3 AND 5 IN - `-'W
AND "W", RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE FOR THIS PROJECT. THAT I HAVE EXERCISED IeucaDla �DIyP. ® ��������
��� \ ` 24' STA J of ALIF N AST PARK ANNEX, MAP 3A - > LD -�
RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT _ APN: 254-413-3,5 Z co
CURB. AS DEFINED IN SECTION 8703 OF THE BUSINESS AND /�. %� �'j '^�r� 1 12' 12' SITEADDRESS:. OLYMPUS
STREET, ENCINITAS, CA W=E('1.0.
- PROFESSIONS CODE, AND THAT THE DESIGN IS 4 / QJ ,10 C�(I OWNER/SUBDIVIDER:
GKP&jc RT/ESOFL'A.(P 4/_milEDF/IA?T,vERSHIP N
20 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A CONSISTENT WITH CURRENT STANDARDS. (v VARIES VARIES GALEJL15
1/ELOgY/EVTCyPO/IP /A/(.,,4GEt/EZ4LPIPTA/EZ OZ
MANNER AND LOCATION APPROVED BY THE INSPECTOR. SAN DIEGUITO WATER DISTRICT //y��� ,^C(/�'^ I I �.� �1° °° Z.
-Mo ELL'AM/A/OREAL ,sUl3i M, LAODSTA, Cq. 92009 Q �
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS "/t "/ 21 ( ~
21 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS `1 /�
2, y01 QtD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) , CONFINED TO A REVIEW ONLY AND DOES t�OT RELIEVE ME, '� GC
w
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD AS ENGINEER OF WORK, OF MY RESPCR(SIBILITIES FOR e� /� (v I SEE
NOTE 2 FOR
PROJECT DESIGN.. ` //
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE STRUCTURAL SECTION _ 15' 1S 100
/� �/ I TYPICAL SECTION ; PAD s` 5' PAD Q
SAN DIEGO REGIONAL STANDARDS COMMITTEE) , AND THE SAN DIEGOA Y�9f'y6 ��" I
REGIONAL STANDARD DRAWINGS (LATEST EDITION) . t-
AG�o 3� OQ�®FESS/py�l OLYMPUS STRE 2:1 ,MAX �- 6" Ac (BERM Z
W YNE P 0, RCE 29577 AT � A. FROM 8+82.98 TO 12#83.58 2:1 MAX
L}DEI/(i/A/EEFIA/C7 //UG. LEUCADIA COUNTY WATER DISTRICT � � ��Q �tJ� A9 FiL I SLOPE 2. 1°