1991-1073 R (Plans) GENERAL NOTES BELLA VISTA DRIVE WORK TO BE DONE _ _
1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF - 8 "WATER / ��_ IMPROVEMENTS CONSIST
OF THE FOLLOWING WORK TO BE
ENCINITAS DEPARTMENT OF PUBLIC WORKS FOR ANY WORK 10 9 W1 BA71°ulfos LAGOON DONE ACCORDING TO THESE PLANS;
THE CURRENT SAN DIEGO
WITHIN THE STREET RIGHT -OF -WAY. COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH co;Tn SPECIFICATIONS AND SPECIAL' PROVISIONS FOR
CITY STANDARDS AND AS APPROVED BY THE CITY t,A a a IMPROVEMENT OF SUBDIVISION STREETS
AND STANDARD
ENGINEER. W REFERENCE DRAWINGS.
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES 8 2 m r SIT E
NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION 7
OUTSIDE THE PROJECT BOUNDARY: ?h' x
t
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT- 5 8" SEWER 6 y BONNIE BLUFF CT
OF - WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED ' HERON
t0' SEWER A� IMPROVEMENTS STD.DW . SYMBOL
PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER \ ° o AV N
AND PAVING. EASEMENT PREPARATION OF SUBGRADE i A.C. PAVING ;::•,::. „.
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND 3 Q (SEE TYPICAL SECTION & NOTE 2) ............................
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY 8” WATER OUP i
A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF 6 . 18" RCP 4 LEGEND NO L� 6 IYPE'G' CURB ..........................
... G- 2.........
OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING
FACILITIES EXCEPT AS SHOWN ON THESE PLANS. 5 I .. ' .. .. ...... .. .. .... '
c G" ' A. C. BERM.. .G -5.. ...... ..
HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING J O2 INDICATES SHEET NUMBER
P.C.C. SIDEWALK ... ...........................G - 7, G 9..... '•'.,•''•'..-
FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT CURB INLET TYPE 'B ........ ..................D- 2..........
�L
OF RECORD OR NOT SHOWN ON THESE PLANS. / 2 INDICATES LOT NUMBER LEUCAUTA BL
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET PRIVATE
BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD DRAINAGE �/ SUBDIVISION BOUNDARY CATCH BASIN TYPE
' I" ......................... D- 7.......... I
MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK EASEMENT
CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND VICINITY MAP CURB OUTLET (NO MIL. COVER) ................... D- 25......... Iel
1 I
LOCATE EXISTING UNDERGROUND FACILITIES 13 / —� FIRE HYDRANT NO SCALE
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT �j TYPE 'B' HEADWALL ............................ D- 32.........
— — — —
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY RIP-RAP .................... ..................D- 40.........
_
BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 30' WATER
7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS &
ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR } EASEMENT /
STORM DRAIN .................................. D -GO.........
COMPANY FACILITIES AND SHALL COORDINATE HIS WORK 0:
REINFORCED CONCRETE DITCH .................... D- 75......... =C!A.
WITH COMPANY REPRESENTATIVES. o
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN Z
THIS PROJECT ARE "UNDERGROUND o // SCALE 1 " = 200 ' EXISTING SEWER MAIN ........ ...............................
—
INSTALLATIONS ". FOR LOCATION OF m R/W W
ELECTRICAL CABLES AND GAS PIPING AND 18" RCP 0 WATER 60' STREET SURVEY MONUMENT .......................
M- 10.........
APPURTENANCES CONTACT THE SAN DIEGO GAS in / 15
& ELECTRIC COMPANY. I 5W R / is' CAL Y0' •'
TELEPHONE: 235 -6323 m
8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE s' TO•' 12'70 so' 1'SAwtUT iEYOND 10'
COMPANY PRIOR TO STARTING • WORK NEAR COMPANY 8 SEWER VARIES VARIES LIP OF LITTER
FACILITIES AND SHALL COORDINATE HIS WORK WITH STORM DRAIN
COMPANY REPRESENTATIVES. 10 I A� A N[[DED C 1 I =%
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS
PROJECT BOUNDARY ARE "UNDERGROUND +_ •' R.C.C.
INSTALLATIONS ". FOR LOCATION OF CABLES 1'Z DRAINAGE >;E� W
EXI•TINO
AND APPURTENANCES CONTACT THE PACIFIC — •' Tr►E'o'
TELEPHONE COMPANY. EXISTING
EASEMENT
TELEPHONE: 1-800- 422-4133 — r •GUTTER PER O "Z
�(I1�T. �' A.C. OVER LINNTS OF
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO A CLASS 11 STR!!T CORE A.C. OVER •' A.S. CLASS 11 11111N.
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE (FIELD VERIFY PRIOR TO CONiT. AND N[R SOILS' [NOIN9 NlER'i R[COMMlNRATION
PROPOSED IMPROVEMENTS, AND BEAR THE COST OF'
RELOCATIONS, IF NEEDED. SAXONY ROAD - TYPICAL CORE SECTION
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE NO SCALE STA. 9+92.00 TO STA 16+00
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF 14 SUBDIVISION BOUNDAR (STRUCTURAL SECTION TO K CORE TESTED)
CABLES AND APPURTENANCES, CONTACT:
TELEPHONE: 438 -5241
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL
BE SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS.
ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED '
RIGHT -OF -WAY, OR WITHIN EASEMENTS XIST. 50 RIGHT OF WAY
TS DEDICATED TO THE PER RS 1 RI R/W Rey
CITY OF ENCINITAS 8o'
12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES
ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. O
13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR / �/ 25' CAL 20' S'
INFORMATION ONLY. CITY OFFICIALS'S SIGNATURE
HEREON DOES NOT CONSTITUTE APPROVAL OR O3 13' 705' 12'TO 20' 12' TO 20' 0 10'
RESPONSIBILITY OF ANY KIND FOR, THE DESIGN OR -- VARIES VARIES I VARIES VARIES
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. Y • R OAD
14 . PRIVATE ROAD STRUCTURAL SECTION SHALL BE A MINIMUM - SAXON SUBDIVISION BOUNDARY I FEA7NER A.C. 1
A9 NEEDED
OF 3" OF ASPHALT CONCRETE OVER 4" OF APPROVAL INDEX KEY MAP 4 " P.C.C.
BASE. (AN EQUIVALENT STRUCTURAL SECTION MAY BE SIDEWALK
APPROVED BY THE CITY ENGINEER. GRADES SHALL BE A ZINC
_ PER G -7
MINIMUM OF .5$ AND A MAXIMUM OF 20$ AND DESIGNED G "TYPE'6`
EX19T• 3' AC. COVER PAVEMENT CURB • WTTER PER C-2
TO DRAIN THE SURFACE WATER PROPERLY. ADEQUACY OF jZE CLARAT IO N OF RESPONSIBLE CHARGE LIMMITS OF j A.C. OVER 6 A.S. CLASS
II MIN.
THE STRUCTURAL SECTION AND SURFACE DRAINAGE SHALL (WEI VERIFY PRIOR TO CONST.) STREET CORE AND PER SOILS
BE INSPECTED AND CERTIFIED BY THE CITY ENGINEER. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, ENGINEER'S
RECOMMENDATION DESIGN F THE
THAT I CHAR OVER PROJECT H AVE AS DEFINED EXERCISED
SECTION S G 03 OF TTHE BUSINESS AND PROFESSIONS SAXONY ROAD - TYPICAL CORE SECTION
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. NO SCALE STA I6 +00 TO STA 23 +67.46
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS (STRUCTURAL SECTION TO BE CORE TESTED)
BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
LEGAL DESCRIPTION DESIGN.
ALL THOSE PORTIONS OF THE NORTH HALT OF THE SOUTH HALF OF THE JP ENGINEERING INC. ?
SUMMA,rT Q(AII= OF SECTION 34, AND OF THE SOUIT*= QUARnM OF 8265 -A VICKERS STREET �Q� N• PA4,1 `
TIIE SOVIM -ST QUARTER OF THE SOMW -Wr QUARTER OF SAID SECTION 34,
SAN DIEGO CA 92111 ��
'iCAtiS1TIP 12 SCVIfi, RANGE 4 WEST, SAN BL9iNAt2D7!•10 MERIDIAN, IN THE (619) 569 -7377 � $ N0. 32031 c ,A
OXW OF SAN DIBOO, STATE OF CAL IFU RNIA, ACCORDING TO UNITED Q
STATE: COVELdt4F7 T SURVEY, LYING EASTERLY Or TIE CENTER LINE OF 71113 BY: a� DATE: l 3O �� t EX0 12-3142
ft
COUNTY ROAD AS SHOW ON MAP OF COUNTY ROAD SURVEY NO. 1317, A PLAT JORGE 11. PALACIOS, RCE 32031 s
OF MUCH IS ON FILE IN THE OFFICE OF TIIE =WTY SURVEYOR OF SAID MY REGISTRATION EXPIRES DECEMBER 31, 1992 CIVIL\EO��\P
SAN DIEM COUNTY. OF CPS
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CIfANGES TO THESE
PLANS.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
ZONE ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS
RR DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF
THE IMPROVEMENTS. LV cc
-�I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE
PLANS WITHIN EXISTING COUNTY RIGHT -OF -WAY WITHIN 60 DAYS AFTER EARTHWORK QUANTITIES
ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK UNAUTHORIZED CHANGES is USES: The
engineer preparing CC+MIbmCounci .{
SITE ADDRESS' A CTIVELY ON EVERY, NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AS BUILT EXCAVATION: 2,340 C.Y. FILL:
0 C.Y. these plans will not be responsible for, orliable for, unauthorized OfOA&4Wwrr U Cn
��, �- _ 6LondANallr�n
MORTIS OF QUAIL HOLLOW DRIVE AND SOUTH OF IA COSTA AVENUE, AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR
changes to or uses of these plans. All changes to the plans must be ;
LEUCADIA UNDER MY CONTROL. ��� B _/9. WASTE /IMPORT: 2, 340 C.Y. in writing and must be approved by the preparer
Of these plans. �
I FURTHER CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS J.H. PALACIOS RCE 32 ATE A) AVERAGE DEPTH OF CUT = .63,180
C.F. 2.24 FEET
BEEN OR WILL BE RETAINED TO SUPERVISE OVER -ALL GRADING ACTIVITY AND JP ENGINEERING INC. 28,159 S.F.
Q
ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. 1 0 S.F.
4 Z
f
W
yU (619 569 -7377 B) AVERAGE HEIGHT OF FILL 0 C.F. = 0 FEET T i N v
OWNER: OWNER: •
Construction contractor agrees that in accordance with generally accepted construction
practices, construction contractor will be required to assume sole and complete responsibility for �� H. LIN HUI -LAN C) MAXIMUM DEPTH
OF CUT = 5. 0 FEET f , AL E AL 8 - 5- 1 1 - 91 CITY 8-93 AS - BUILT CTION w Z
(�
job site conditions during the course of construction of the project, including safety of all persona �AU(1C�I N 0 DATE R r
Q E S C R I P T I O N N i t O A 1! S C R IO T 10 N
and property; that this requirement shall be made to apply continuously and not be limited to ADDRESS : C/O DAVID LIANG D) MAXIMUM DEPT![
OF FILL = 0 FEET ! N M O f WORK: f 1 l [ C Off I
normal working hours, and construction contractor further agrees to defend, indemnify and hold *NOTE : GRADING QUANTITIES SHOWN HEREON
J P ENGINEERING Q 1 N E E R I N Ci 7710 BALBOA •AVENUE, SUITE 111 I N Ci . _ — LLJ
design professional harmless from any and all liability, real or alleged, in connection with the si(D11dS11111l�Od SAN DIEGO, CA. 92111 TEL: (619) 576
-3000 ARE FOR PERMIT PURP08ES ONLY AND ARE E) MAXIMUM t SLOPE ON WHICH PROPOSED GRADING WILL CIVI ENpNAlIIIIN. ►MA /LAIENIMLII MIEE �
� Z
performance of work on this project, excepting liability arising from the sole negligence of design NOT TO SE USED FOR FINAL PAY QUANTITIES.
OCCUR OVER 4 0$ •2si VI E O fTR INS -LA 1! A, m OIRM,fA Mtti 0 rJ
professional. ASSESSOR'S PARCEL: 216- 110 -136 V,S TV A, >• `PREPAR REVISION 2 Q
REVISIONS APPROVED DATE REFERENCES DATE( SCALE SPECIAL DISTf�CT APPROVALS CITY OF ENCINITA8 PUBLIC WORKS
DEPARTMENT DRAWING 0. W Q IZ
AS -BUILT 10736 )�ffi17ti: 0-0176 BRASS CAP nt APPROVED PLANS PREPARED UNDER SUPERVISION OF RECOMMENDf D APPRO
IMPROVEMENT PLAN FOR D TM 88 -32
TM 3526 -1 SWEETS12AND13 OOfI� r
I&S� ON: EAST SIDE OF y p gyp. HORIZONTAL —L`L/� 9Y; DATE BY: � BY: SAXONY ROAD
(OFF SITE)
2560 FT. S. OF LA COM AVE. C TY NGINEE
>�>�s: COUNTY OF SAN DL= = VERTICAL NIA R.C.E. N0.: X2031 DATE: �14 A CITY O F ENCINITAS N I T AS
TRACT ACT NO 88 -'I 6
II,Wgj: 59.169 �: M.S.L. DATE ENONNEER �L DATE: ��' S/ 7 3 R
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