1998-5280 I (Plans) OWNER / PERMITTEE STATEMENT ENCINITAS RANCH
IT IS AGREED THAT FIELD CONDITONS MAY REQUIRE CHANGES TO THESE PLANS.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER CAMBRIA LOT 41
MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO n PLANS WHICH THE DIRECTOR OF
PUBLIC WORKS DETERMINES ARE NECESSARY AND DUIRAXX FOR THE PROPER COMPLETION OF
THE IMPROVEMENTS.
I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN
EXISTING PUBLIC RIGHT -OF -WAY WITHIN 8o DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT TYPICAL DRIVEWAY SECTIO
AND TO THE PURSUE SUCH WORK ACTIVELY ON EYERY NOW"L WORKING DAY UNTIL COMPLETED,
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR
UNDER MY CONTROL. )kvi WI'
G Val F S�DUa�ts tT ,� (� '� A 6MS��lI ; 4Q 4' ��►�
40' PUBLIC UTILITY EASEMENT
BY. J � I P / is 18' 18' 4
0* 4' 40
♦
DECLARATION OF RESPONSIBLE CHARGE
3.5' WIDE PLANTER AREA � � 4' WIDE SIDEWALK
" 4" A.C./ 8" A.B.(MIN) ( WEAKEN PLANE JOINTS
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE ♦♦ ♦ `S�� 8 TYPE G CURB •
8' -10' INTERVALS)
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN PRIVATE DRIVEWAY
� (7 AND GUTTER
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS NOT TO SCALE
CONSISTENT WITH CURRENT STANDARDS. ♦ ` �
FOR llf
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY O NO. 521110
018_Y
( D
OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER �j ♦ ` `� �
OF WORK, OF MY RESPONSIBILITY FOR PROJECT DESIGN. r
44' PUBLIC UTILITY EASEMENT
♦ 4' 18' 18' 4'
n tp!'�it ♦ 4 • RAISED MEDIAN
A�' � W/ LANDSCAPING 4> - --a- 8 CURB
land • CM No. awl ♦ 2, f ONLY 1
5115 AVENIDA ENCINAS *�' a - � 1 - � ♦ 1 VARIES
SUITE "L" V
CARLSBAD, CA. 92008 -4387 O F c
�.1 f
(760) 931 -8700 ►rr ♦ `
♦ 3.5 WIDE PLANTER AREA 4 WIDE SIDEWALK
` 8RB 4 A.C./ 8 A.B.(MIN) (WEAKEN PLANE JOINTS
" TYPE G CU
/ • 8 -10 INTERVALS)
DATE: -8 - ♦ I AND GUTTER
BY:
RONALD L . HOJLOWAY > / > PRIVATE DRIVEWAY - ENTRY
R.C.E. NO. 29271 EXP. DATE: 3 -31 -99 ♦ / _N TO SCAL
(am C+WC1 NO. '.f9f0-w
SOILS ENGINEER'S CERTIFICATE
I, DOUG DUAIMAM ,A REGISTERED CIVIL ENGINEER IN THE STATE OF `
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,
HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT IiRJCADL BLVD.
WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN TIME DATES ` �J
/2 - /q -q7 A / - -98 ONE COMPLETE COPY OF THE SOILS REPORT SITE
ND
COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE
OFFICE OF THE CITY ENGUAIRL FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS
AND CERTIFY THAT 7= R MDATIONS INCLUDED IN THE SOILS REPORT FOR THIS IFI
PROJECT HAVE BEEN ORATED IN THE GRADING PLANS AND SPECCATIONS. (�
✓✓ � 9 41
4
SIGNED: u � a
0
Q pOFESS /p1��
Fya KEY MAP`
iQez 47236 ZrP. 12-31 - 99 1N0.47238 `� SCALE: 1" — 100'
s
G
E3W.12R41N6
rF o °' "Ca KEY MAP LEGEND
SUBDIVISION BOUNDARY
LIMITS OF SHEET — — -- P4 ENCIINTTAB BLVD.
PROPOSED WATER W P
PROPOSED SEWER O
PROPOSED FIRE HYDRANT VICINITY MAP
NOT TO SCALE
"APPROVAL OF THIS PLAN BY THE LEUCADIA COUNTY WATER DISTRICT DOES SAN DIEGUITO WATER DISTRICT
NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE (�
LOCATION OF, OR TIME EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE,
OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT"
- 611 - NMRwAl OR DATE /4
ZTP PROVAI EXPIRES 2 YEARS FO DATE SIGNED
STATEMENT OF ENGINEER OF WORK IMPORTANT NOTICE
THE UNDERSIGNED ENGINEER AGREES THAT ME WORM PERFORMED BY THE ENGINEER SNAIL COMPLY WITH THE GENERALLY SECTION 4216/4217 OF THE GOVERNMENT CODE
LEUCADIA COUNTY WATER DISTRICT ENCINITAS FIRE PROTECTION DISTRICT bkklnc,
ACCBpTSD STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE B EQ ISSUE A FORE RT IDENTIFICATION
NUMBER WORK PERFORIQSD HEREIN SHALL HE IN ACCORDANCE WITH THE RUiiB AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. BE SSUED BEFORE BE VALID.
FOR YOUR DIGALERT I APPROVED BY: DUDEK AND 1330ASSOCIATES, INC.
A PERMIT TO EXCAVATE WILL PUBLIC 381►ER SYSTEM[ APPROVAL
THE EIIGDNEER AGREES THAT ANY PLAN CMCK OR REVZW pW MM BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC T NUMBER
ENTITY FOR THE PLANS PREPARED EY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF TU TECHNICAL CALL UNDERGROUND SERVICE ALERT
AT: i■nd aft CM MM10. yy p
SUFFICIENCY OR ADEQUACY OF THE PUNS OR DESIGN AND THEMES DOE3 NOT RELIEVE THE ENGINEER OF RESpoNSIBDlTY FOR TOLL FREE 1-800- 422 -4133
//� S 98 1 228 -52 ///0198 5115 AVENIDA ENCINAS
THE PLANS OR DESIGN OF IMPROVEMENT RASED T>aREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY TWO WOREIING DAYS BEFORE
YOU DIG �� "� jo &L-1d` SUITE "L"
OF ENCBQTAS, ITS OFFICERS, AGErM AND EMPLOYEES FROM( PROPERTY DAMAGE OR BODILY INJURY ARISING 90LELY FROM TAP OVED BY: ��DATE
JOB NUMBER BY: DATE CARLSBAD, CA. 92008 -4387
THE NMUGENT ACTS, ERRORS OR RMMitiMMfB OF Td MGMEER, ITS AGENTS OR ITS EMPLOYERS, ACTING WITHIN THE COURSE AND (760)
931 -8700
SCOPE OF SUCH AGENCY AND 1I0IAYMENT, AND ARISING OUT OF THE WORK PERFORMID BY THE ENGINEER. APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING N0.
REVISIONS APPROVED DATE REFMNCES DATE BENCHMARK SCALE
DINCReTION TOP aF 21 Val PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP WED - IMPROVEhOW PLAN FOR
TM 96 -007
"""oulli'' HORIZONAL n I DATE: �'e -� BY: P. BY: CAMBRIA - LOT 41
LOCATION: 9TH w +61 C L E C L CA1QN0 RE.L (ti
RRCORDRD FROM: D CO VERT CONTROL. PGAS VERTICAL
RO NALD L 0 WAY R.C.E. N0. 29271 DATE: Q DATE: °L - �° — q8 AT ENCINITAS RANCH 5280-1
9
ELEVATION: I N-Al DATUM: J S EXP. 3 -31 -99 WORK PROJECT NO. TM 96 -007
SHEET 1 OF 6
WO 440 -0858 -800 DATE: 12 -10 -97
WATER SYSTEM NOTES SEWER NOTES WORK TO BE DONE
ITEM STD DWG LEGEND QUANTITY
1 WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED 1. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY
ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO HATER CONSTRUCTION. 6" FIRE HYDRANT ASSEMBLY P -1 F.H.
5 EA.
DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK
FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2, ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA COUNTY HATER DISTRICT
8" PVC CL 150 WATERLINE _0_c� 1510 LF
2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL HE MADE (LCWD) GENERAL STANDARD SPECIFICATIONS. "
BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER 3. THE CONTRACTOR MUST SECURE APPROVAL FROM THE (LCWD) INSPECTOR PRIOR TO
4" PVC CL 150 WATERLINE 4 �� P m 76 LF
DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. BACK FILLING OVER ANY SEINER PIPE OR SEWER WYES.
2" BLOW -OFF VALVE P -4 B.O. 5 EA
3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE
TOP OF PIPE PROFILE IS 46 INCHES BELOW CENTER LINE FINISH GRADE OF STREET. SPECIFICATIONS. 1" MANUAL AIR RELEASE P -10
6 EA.
4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE
8" GATE VALVE �o 7 EA.
4"lzU.
5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR (LCWD) DISTRICT ENGINEER. 4' 647E U414E -W
1 64
EACH RESIDENTIAL LOT. 6. APPROVAL OF THIS PLAN BY THE LCWD DOES NOT CONSTITUTE A CAP ASSEMBLY 2 EA.
REPRESENTATION ON THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OF OR
8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE
�(j " WATER SERVICE P -2 62 EA.
DIVISION OF SAFETY FOR ALL TRENCH WORE. LIMITS OF THIS PROJECT
7. INSTALL FIRE HYDRANTS 2 FEET FROM BACK OF CURB, IF NO SIDEWALK EXISTS, OR 7. CONTRACTOR SNAIL NOTIFY THE LCWD FORTY -EIGHT (46) HOURS
IN ADVANCE OF FLANGE TEE 4 EA.
7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. BEGINNING WORK SO THAT INSPECTION CAN BE PROVIDED.
8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN.
8. THE LCWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. 8" PVC SEWERIINE (SEE DIST. STDS.) 1889 LF
9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM TIME CITY OF 9. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION SE05 BY SUBMITTING
SEWER MANHOLE S -4 13 EA
ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. A DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER
PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZARD OF CAVING SEWER CLEANOUT S- 9,S -10 - 0 1 EA.
10. THE DISTRICT REQUIRES THAT COMPACTION TESTS HE TAKEN WHERE WATERLINES GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING
THE
ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINLTAS PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES
4" SEWER LATERAL S -13 62 EA.
RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE FIVE FEET . MORE IN DEPTH AND APPROVED BY THE OWNER PRIOR TO
EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS THRUST BLOCK 13 EA.
CITY OF ENCINITAS, BEFORE THE WATERLINES ARE ACCEPTED AND A COPY SENT TO
THE SAN DIEGUITO WATER DISTRICT OFFICE. ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE
PREPARED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER AT THE
11. PRIOR TO AWARDING WATERLINE CONTRACT, OWNER SNAIL ADVISE PROSPECTIVE CONTRACTOR EXPENSE. ABBREVIATIONS
CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN DIEGUTTO WATER 10. SOILS REPORT SHALL BE SUBMITTED TO LCWD BY A QUALIFIED SOILS ENGINEER WHICH
DISTRICT'S SPECIFICATIONS. CERTIFIES THAT All TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS
ENGINEER IN ACCORDANCE WITH ONSTTE EARTHWORK SPECIFICATIONS AND LCWD DW DRAINAGE WATER LT LEFT
12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 SPECIFICATIONS. AB AGGREGATE CONCRETE BASE MH
MANHOLE
HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR I SPICTION OF AC ASPHALT CONCRETE MVC MIDDLE VERTICAL CURVE
PROJECT. 11. ALL LOTS SHALL BE SERVED BY A FOUR INCH (4 ") LATERAL SET AT A MINIMUM GRADE OF 2.0% BC BEGIN CURVE
NTS NOT TO SCALE
WITH A MINIMUM DROP OF 0.3 FEET, AND AN INVERT DEPTH OF 5.5 FEET BELOW TOP OF CURB HVC BEGIN VERTICAL CURVE P
PAVEMENT
13. FILL AREAS MUST BE COMPACTED TO 90%, PRIOR TO PIPE INSTALLATION. AT PROPERTY LINE, UNLESS OTHERWISE APPROVED BY LCWD. BW
BOTTOM OF WALL PCC POINT OF COMPOUND CURVE
CA:G CURB AND GUTTER PCR POINT OF CURB RETURN
14. APPROVAL OF THIS PLAN BY SAN DIEGUITO WASTE DISTRICT DOES NOT 12. AIL MAINS AND LATERALS SHALL HE CONSTRUCTED WITH A MINIMUM COVER
OF 48 INCHES. CL CENTERLINE PRC POINT OF REVERSE CURVE
CO CLEANOUT RCP REINFORCED CONCRETE PIPE
CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS.
E ELECTRIC RT RIGHT
THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR EB EASTBOUND RW RIGHT OF WAY
STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 14. ALL PIPES SHALL BE MINIMUM OF FOUR INCHES (4") OF CRUSHED ROCK BEDDING AND A
EC END CURVE S SEWER
MINIMUM OF TWELVE INCHES (12 ") OF CRUSHED ROCK COVER AS SHOWN ON LCWD STANDARD ECR END CURB RETURN SD STORM
DRAIN
15. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, DRAWING S -12. EP EDGE OF PAVEMENT SDRSD
SAN DIEGO REGIONAL STANDARD DRAWING
LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EVC END VERTICAL CURVE SW SIDEWALK
EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER 15. JOB MIXING OF CONCRETE IS NOT PERMITTED. PC FACE
OF CURB T TELEPHONE
MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO FL FLOWIINE TB TOP OF BERM
CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN 16. ALL CONCRETE TESTING REQUIRED BY THE LCWD WILL BE AT THE EXPENSE OF THE FS FINI
SHED SURFACE TC TOP OF CURB
DIEGUTTO WATER DISTRICT. CONTRACTOR. G GAS IF TOP OF FOOTING
HGL HYDRAULIC GRADE LINE TG TOP OF GRATE
16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN 17. THE CONTRACTOR MUST SECURE APPROVAL FROM THE LCWD INSPECTOR PRIOR TO
I HIGH POINT TW TOP OF WALL
APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION. BACKIING OVER ANY SEWER PIPE OR SEWER WYES. IE INVERT ELEVATION
W WATER
FII
BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTLINE CITY OR COUNTY
RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE 18. ALL LATERALS AND MAINS SHALL BE TESTED BY "AIR TEST METHOD" AFTER
CONSTRUCTION
AND ANNUAL TESTING OF BACKFL OW DEVICE ARE RESPONSIBILITY OF OWNER. OF ALL UTILITIES AS SPECIFIED IN THE LCWD STANDARD SPECIFICATIONS.
17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE 19. ALL ACCESS HOLES (MAN HOLES) SHALL BE TESTED BY "VACUUM TEST"
AS SPECIFIED IN THE
HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. LCWD STANDARD SPECIFICATIONS.
18. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER
SERVICES.
19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING
WATER FACILITY (FIRE HYDRANT, METERS. VALVES, VALVE BOXES, ETC.) THAT ARE
EFFECTED BY THEIR PROJECT.
20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER
PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE
TO THE SAN DIEGO COUNTY WASTE DIVISION.
21. USE 9.5 FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR AIL
RADII BETWEEN 140 FEET TO 270 FEET. USE 19 FOOT PLAIN END PIPE LENGTHS
WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 I= TO 500 FEET.
USE AN INTEGRAL BELL AND PIPE LENGTH JOINED TOGETHER WITH A 19 FOOT
PLAIN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON
EACH END OF THE CHORD AND CONTINUE TITS COMBINATION THROUGH THE CURVED
ALIGNMENT FOR ALL RADII BETWEEN 500 FEET AMID 1,180 FEET.
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PISRFOEIiID BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY
ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRABE OR PROFESSION. = BMW= FURTHER AGREES THAT THE �ptr610
WORK PERFORMED HER@I SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS MWA RED BY THE CITY OF ENCINITAS.
`tit bk& lnc.
THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINMAS IN ITS CAPACITY AS A PUBLIC
> A
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCURTAS OF THE TECHNICIL ww
pi�nhp, CALL 0f1(houllig, oxyw11'p
SUFFICIeNCY OR ADEQUACY OF THE PLANS OR DESIGN AND �1 DOES NOT MMM THE ENGIEER OF RESPONMILITY FOR
THE PLANS OR DESIGN OF IMPROVEMENT BASED THEIIEON. TO INGtl1EER AGREES TO IIAErRIFY AND HOLD HARMLESS THE CITY
lEM ?. 5115 AVENIDA ENCINAS
a -s - N
7f
OF ENCINITAS, ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM � �,
SUITE "L"
THE NEGLIGENT ACTS, ERRORS OR EMMIS,4IONS OF THE ENGINEER, ITS AGENTS OR ITS EMPLOYEES, ACTING WITHIN THE COURSE AND eF
ca CARLSBAD, CA. 92008 -4387
SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. (760) 931 -8700
REVISIONS APPROVED DATE ' R/!lRRNCES DATE BENCHMARK SCALE _ APPROVALS CITY OF ENCINITAS ENGINEERING
DEPARTMENT DRAWING N0.
DMCWn TOP OF RRARB DIYC IN TRU PLANS PREPARED UNDER THE SUPERVISION OF RECOMA[E DED APP D IMPROVEMENT PLAN FOR:
TM 96 -007
IACATION:
1ON1M RORIZONAL DATE: 1 -6. BY: BY: ►� •� CAMBRIA - LOT 41
9TA. Y +61 �.� _.�. RL � r�.i � 3�
RICONDU FROM : S.D. CO. VERT. CONTROL PGA I w_ ' R.C.E. NO. 29271 DATE: � 'Z - 4 AT ENCINITAS RANCH
5 2 8 0 - I
RWATION: 129.61 DATUM[: U.s.1. VRRTICAL N AY DATE: 2 -Z-
M. 3 -31 -99 WORK PROJECT N0. 98 -007 SHEET 2 OF 6
WO 440 - 0685 -000 DATE: 12 -10 -97
WATER SERVICE DATA TABLE
SEWER LATERAL DATA TABLE NI WA TE R •MAN U N IT cATE S ERVICE
NIT I.E.
P.L.
DR TOP 57J STA: 1 931 STA: 12+83.17
0 TO L I C RB B STATION DIA REMARKS : 11.0
N0. MAIN ELEV. OFFSET: 11.00 L OFFSET: 11.00 L
7 191.48 0.30 20.00 194.77 200.11 5.5' STA: 14 +95.15 4 88 STA: 1 : 11.0 94 2
STA: 1 : 11.0
OFFSET: 11.00 L OFFSET: 11.00 L
58 0.30' 20.00 193.38 198.72 5.5 STA: 15 +40.23 4 95 STA: 13 +67.95
89 188.32 0.30' 20.00 191.41 196.75 5.5' STA: 15 +85.23 4" 59 STA: 15 +75.23
50 187.05 0.30' 20.00 189.72 195.06 5.5' STA: 16 +30.23 4" OFFSET: L OFFSET: 1 L
0.5
61 185.62 0.30' 19.79 188.48 193.59 5.5' STA: 16 +73.02 4" 60 STA: 16 +2 2 0.2 0.2 3 STA: OFFSET: 1 1.00 14 +1 0.5 6
11.00 L
10.56
OFFSET: 11.00 L
62 184.77 0.30' 14.12 187.75 193.09 5.5' STA: 16 +93.71 4" 97 STA: 13 +31.61
63 183.54 0.30' 20.00 186.63 191.96 5.5' STA: 10 +05.74 4" 81 STA: 16 +65.22 OFFSET: 11.00 L
54 181.93 0.30' 20.00 185.09 190.43 5.5' STA: 10 +50.82 4" OFFSET: 10.64 L
56 179.94 0.30' 18.97 183.75 189.09 5.5' STA: 11 +05.88 4" 62 STA: 17 +05.64 98 STA: 16
55 180.02 0.30' 18.52 183.91 189.25 5.5' STA: 11+56.59 4-1 OFFSET: 9.65 L OFFSET : 1 1 1. 00 L
1.
67 181.72 0.30' 19.74 184.60 189.94 5.5' STA: 15 +88.06 4" 63 OFFSETT: : 1 11.1.00 L
STA: 17 +12.09 90 STA: 27
68 182.12 0.30' 23.96 184.92 190.26 5.5' STA: 15 +74.34 4 OFFSET: 10.71 L
59 182.38 0.30' 24.03 185.32 190.54 5.5' STA: 15 +48.59 4" 84 STA: 10 +40.82 0 STA: 1 11.0 6
70 182.55 0.30 20.00 185.57 190.91 5.5' STA: 15 +36.41 4" OFFSET: 1 L OFFSET: 95. L
71 183.26 0.30' 20.00 186.28 191.62 5.5' STA: 14 +95.68 4" 818 STA: 11 +69.9.11 6 Ol STA: 1T': 5 8
11.0 L
72 184.02 0.30' 20.00 187.09 192.43 5.5' STA: 14 +50.68 4" OFFSET: 9.23 L OFFSE: 50.5
73 184.78 0.30' 20.00 187.88 193.22 5.5' STA: 14 +05.68 4" 88 STA: 11 +65.90 10 STA: I: 11. 0
L
74 185.64 0.30' 20.00 188.64 193.98 5.5 STA: 13 +50.68 4' OFFSET: 10.03 L OFFSET: 95.5
OFFSETT: : 1 11. 00 0
L
78 186.09 0.30' 20.00 189.04 194.38 5.5' STA: 13 +05.68 4" 67 STA: 15 +83.96 10 STA:
78 186.54 0.30' : 1 20.00 . 189.49 194.83 5.5' STA: 12 +60.68 4' OFFSET: 8.60 R 1.
77 186.99 0.30' 20.00 189.96 195.30 5.5' STA: 12 +15.68 4" 68 STA: 15 +74.41 10 STA: 10 +07.48 OFFSET: 11.00 L
78 187.44 0.30' 20.00 190.39 195.73 5.5' STA: 11 +70.68 4" OFFSET: 9.47 R
S
79 187.80 0.30' 18.26 190.75 196.05 5.5' STA: 11 +37.37 4::
S9 STA: 15 +69.28 1 STA: 10 +52.57 LATERALS SHALL END AT EASEMENT LIN
OFFSET: 10.45 R OFFSET: 11.00 L THE PROPERTY OR EASEMENT E
80 188.00 0.30' 19.25 190.87 196.21 5.5' STA: 11 +19.00 4" STA: 11 +34.25 LINE UNLESS OTHERWISE LEVEL
LINE
81 188.44 0.30 "
' 18.68 191.36 196.69 5.5' STA: 10 +73.44 4" 70 STA: 15 +30.72 6
82 190.62 0.30' 20.00 191.51 196.85 5.5' STA: 10 +49.97 4'• OFFSET: 10.53' R OFFSET: 7.67 L SHOWN ON PLANS CURB
83 189.95 0.30' 21.45 192.85 198.19 5.5' STA: 11 +01.49 4" 71 STA: 14 1.00 R OFFSET: 10.61 L 07 LETTER
"S" STAMPED OR
STA: 11 +82.91
OFFSET: 11.00 R _TTT - TNT- TTT-�T
84 190.46 0.30' 33.25 193.44 198.61 5.5' STA: 10 +38.17 4" 1 STA: 14 +52.81 CHISELED IN FACE OF
M AG TT
86 L
190.82 0.30' 36.14 194.07 199.37 5.5' STA: 9 +92.05 4 " 72 STA: 0.68 CURB NOT LESS THAN
86 190.86 0.30' 16.30 193.87 199.21 5.5' STA: 9 +87.00 4" OFFSET: : 11. 11.00 R OFFSET: 11.00 R 1 1 /2"
HIGH do 3/16" DEEP
73 STA: 13 +97.68 10 STA: 10 +37.00 111=
87 190.70 0.30' 20.00 193.66 199.00 5.5' STA: 10 +06.26 4" OFFSET: 11.00 R OFFSET: 7.00 L (L)
�� N0. 12 WIRE
88 190.34 0.30' 20.00 193.31 198.65 5.5' STA: 10 +51.16 4° 1p MAXIMUM 45'
STA: 10 +60.00 ANGLE VARIABLE (B) OR HEAVIER
89 189.99 0.30' 19.02 192.93 198.27 5.5' STA: 10 +95.25 4" 74 STA: 13+ 1.00 R OFFSET: 7.00 L
90 189.57 0.30' 16.33 192.53 197.87 5.5' STA: 11 +41.48 4" OFFSET: 11.00 R
75 STA: 12 +95.68 11 A: 10+64.00
91 189.25 0.30' 19.63 192.01 197.35 5.5' STA: 11 +87.29 4" OFFSET: 11.00 R OFFSET: 7.00 L
92 189.42 0.30' 19.57 192.54 197.88 5.5' STA: 12 +31.80 4" 1 STA: 10 +62.00 (D) OFFSET: 7.00
L
93 190.16 0.30' 16.34 193.21 198.55 5.5' STA: 12 +75.67 4" 76 S. 12 +50.36
94 190.79 0.30' 18.03 193.84 199.18 5.5' STA: 14 +14.32 4" OFFSET: 11.00 R
95 191.45 0.30' 19.98 194.48 199.82 5.5' STA: 13 +58.12 4" STA: 12 +05.68 13 STA: 10 +34.00
BRICK ANCHOR
77
96 192.11 0.30' 18.78 195.14 200.48 5.5' STA: 14 +02.34 4" OFFSET: 11.00 R OFFSET: 7.00 L
97 190.92 0.30' 21.43 193.93 199.27 5.5' STA: 13 +22.96 4" 78 STA: 11 +60.68 11 STA: 12 +76.89
95 191.63 0.30' 20.04 194.65 199.99 5.5' STA: 13 +70.45 4' OFFSET: 11.00 R OFFSET: 11.00 R
99 192.32 0.30' 22.59 195.32 200.66 5.5' STA: 14 +15.54 4 1, 30 R OFFSET: 11.00 R
0.30 9
: T
OFFSET: 79 STA: 11 +25.43 11 0.30' MIN DROP
STA: 12 +31.89
100 192.24 ' 21.61 195.20 200.54 5.5' STA: 14 +72.86 4. �
191.13 0.30' 20.00 194.52 199.86 5.5' STA: 15 +05.58 4' gp STA: 10 +92.59 18 STA: 11 +86.89
1 1
102 189.33 0.30' 20.00 192.39 197.73 5.5' STA: 15 +60.58 4" OFFSET: 10.36 R OFFSET: 11.00 R
A: 11+ 43 SUPPORT
103 187.8510.30' 20.00 190.60 195.94 5.5' STA: 16 +05.58 4" 81 17 OFFSET: 10.12 R STA: 10 +85.85 OFFSET: 9.48 R
4 BLOCK
104 183.10 0.30' 20.00 186.19 191.56 5.5' STA: 10 +17.48 4" i STA: 10 +42.91
105 181.50 0.30' 20.00 184.68 190.02 5.5' STA: 10 +62.57 4" 82 STA: 10 +39.00 R OFFSET: 11.00 R ELEVATION
106 179.46 0.30' 22.09 183.67 189.01 5.5' STA: 11 +19.23 4" OFFSET: 11.
fig STA: 10 +92.88 5 INVERT
107 180.70 0.30' 20.69 184.20 189.54 5.5' STA: 11 +73.00 4" OFFSET: 11.00 L
106 183.88 0.30' 20.00 186.87 192.21 5.5' STA: 14 +62.81 4"
109 184.64 0.30' 20.00 187.67 193.01 5.5' STA: 14 +17.89 4" 84 STA: 10 +28.17
110 187.11 0.30' 22.05 188.86 N/ 6.0 STA: 10 +77.00 4" OFFSET: 11.00 L
111 187.29 0.30' 3.14 189.10 N/A 6.0' STA: 10 +82.00 4" 86 STA: 9 +84.94 STANDARD SEWER LATERAL
(LCWD 5 -13
1 112 187.00 0.30' 12.00 188.80 N A 6.0' STA: 10 +72.00 4" OFFSET: 11. L
gg STA: 9 +82.94 4 NOT TO SCALE
113 186.01 0.30' 20.00 188.69 194.03 5.5' STA: 13 +14.31 4"
L 15 11.00 L
186.28 0.30' 20.00 189.37 194.73 5.5' STA: 12 +86.89 4"
186.73 0.30' 20.00 189.68 195.02 5.5' STA: 12 +41.89 4" 87 STA: 9 +86.94
187.18 0.30' 20.00 190.13 195.47 5.5' STA: 11 +96.89 4" OFFSET: 11.00 L
187.63 0.30' 20.06 190.58 195.88 5.5' STA: 11 +58.81 4" 88 STA: 1 11.0
188.60 0.30' 20.00 191.51 196.86 5.5' STA: 10 +54.97 4" OFFSET: 11.00 L
89 STA: 10 +84.36
OFFSET: 11.00 L
90 STA: 11 +26.79
OFFSET: 11.00 L
91 STA: 11 +97.72
OFFSET: 11.00 L
921 STA: 12 +40.55
OFFSET: 11.00 L
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WM THE GENERALLY
ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE 1pt+aslo
WORE TIW►ORIRD HEREIN SHALL IRC IN ACCORDANCE WITH THE RULES AND REGULATIONS MRUIRED HY THE CITY OF ENCINITAS.
► + I nca
THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF EIICINITAS IN ITS CAPACITY AS A PUNIC
ENGINEER IS NOT A DETERNMATION BY THE CITY OF ENCINITAS OF THE TECHNICAL x°' -31- �� P�� 4A anvwft
ENTITY FOR THE PLANS PREPARED BY THE ENGI
SUFFICIEINCY OR ADEQUACY OF THE PLANS OR DESIGN AND THERFORB DOE NOT RELIEVE THE ENGINRR OF RESPONS®ILITY FOR *>�'
s - -99 5115 AVENIDA ENCINAS
THE PLANS OR DESIGN OF IMPROVEMENT EASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY
" "
OF EACHIITAS, ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING 90LZLY FROM ��t
�7v1t CARLSBAD, CA. 92008 -4387
THE NEGLIGENT ACTS, ERRORS OR EMMLSSIONS OF THE ENGINEER, ITS AGENTS OR ITS EMPLOYEES, ACTING WITHIN THE COURSE AND
Or c►L� (760) 931 -8700
SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER-
REVI8ION8 APPROVED DATE REFERENCES DATE BENCHMARK SC I Ilftw of I C "` APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING N0.
nMCEMON TOP Or Hine Hr 2 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP
MON VED A . CAMBRIA - LOT 41 IYPROVEI[ENT PLAN FOR TM 96 -007
�NT I' Q -" HOSIZONAL DATE: BY: w BY:
= A, c L « >� Co � 5280-1 9 L OCATIO D naM: .. Co. P .1
v>�ncw RONALD I. O AY R.C.E. NO. 29271 DATE: 2� L DATE: L 2 -9g AT ENCINITAS RANCH
)RiYATlON: 1 .61 DATUM Y -s -r EXP. 3 -31 -99 WORE: PROJECT NO. 96 -007 OAE�i 3 Q
WO 440- 0685 -600 DATE: 12 -10 -97
° r
t ( t
,
•
a
e ,
,
150.00' VC '
PVI ; 14+75.00
•
I
r � M
N
y : +
L J
T
, W �
'� II g
di {
I
• T : • • ,
• �. r
, � I I � n �► n .. _ SSIRFIICE
C7 x C7d v „V
8
• i H }
_ + +
1 OX;
y 1
1 'I��OII L I COVER
yam
48” QOV R MI
1 7Q WATER
0
PROP.
11 ,
7E)P
133. v W�
. , ...E + ... _... , :. r a -. , _...+., 1 .$ ,. ,_ ,_.. .. .,. .. x { ,.. 1. l ,
i. '" -•.' ,. .µ L. F.
r
PVC h , 8
P
I
7 " 1. 77C b
N
VC' O 0.09% t
n
i
r
ro
o ji (m
• HORIZ L: 1 20
NEfiTI L• 1 " _ 4
0+w I ITW 12+00 13+W 14+W
10 +00.00 - 62.00' LT
INSTALL H A A LY 0 WA DATA �^ > WE SHEET 6 0 DATA N s �• } \ \
8" X 6" FL TEE 9 �
S
6" FL X PO GATE VALVE NO DELTA G. RADIU LENGTH ARKS / / DELTA RADIUS REMARKS a
8" X 4" FL REDUCER N W 4 1 P / N W N y N� �w. t '
8" FL X PO ADAPTOR ' r '
O N �• tT \
4" FL X PO ADAPTOR s•/� 3 4 1 " 1 P • O / < 3 14'1 3 600.00 1 4 N *�
ZS t
tt 4 =2'61'47 224.5 L 150 PVC • \ 4 '1 39 00.00 3. 5 CENTERLIN � y } \ '` f •
�7 5 N44'11 7. CENTERLINE + g m7 S
�'$ $ \ f 10
f 6 N44'11 1.6 1 P G Q �� <� W O
N47' 4 1 P \ 7 � -\, , Zc1i ZG�� c - \7 MrR
Q <
SUP \ � ARY 8 r 4 • USE 10' PIPE LENGTHS \ \ 1*� N \\ ^'• �c�
: 4
90UN v O W DEFLECTION COUPLINGS to
r
- it
s q� < y S \ N r �� I 7 p b J < �— —' \ 4 ✓ 9 W �. 15k
40 + �CS� I ( I I- I � I ' �, S W
w + z a I I .r ° x oo i ( 1 W e S
`) L i j I < — 2 2 � X _j I g8 "MAR Ak O
I i �2 aD��Jf I I S
U.
x = �En S ► 4
W d ( W
\ O S 1 PROPO g o a ��xZ } A'I 51 /� -k 1D p0 R SS� \
w wA HE o + � 4 0 0 p
0 <` $
1 W C 10 1 1 +00 3 n� PRO R W 0 p\\
/ o \ e S W +60 52 _ 2" B.O. 0 13 +00
\N r�10 5A N9\� \N
Ile r ` - 2 - 3 1 4 rn S O \�, \\ Z•� GrP rs N� y0 Mp r R�
2 12 +00 3 W \ R
s W C 0 TTA GE W s 95 �. - � \, �." \g
�°-._r --,. e9 s W WAY
0� r Y `' '` I - Q W W W S
20 10 0 20 40 60 1, t 1 90 S S 93 -. 9
SE \
SEE�,WER AND WATER LATEF�AL I �` ° r "` -- - - s 91 S 92 +
SCALE: 1" = 20' ABULA�ION ON SHEET 3 _ _ _ r _ _ -, _ - _ - - _ - R� PER
STATEMENT OF ENGINEER OF WORK I + 1 1 �� �� - \` , � EX \ N°
TQ UIRM9N DWEIiER AG =0 M VOK �0� W M 1lNiNls SEALL COMPLY WrM = GNMALLY
Aces BrANawRB..ND PRACresE of T: ala�IlE■I'E TRUE OR PRME/moN. M mwElaR FDRrIS A� TEA Tim �'"'"� I 1 I DATA
Tm PaFORIRIeD mmlN SKAU DE m ACCORDANCE Tm m mm as EIWLA"= mwu >Ir TEE cRY of ENCIIQTAS. ��� 1 I NO DELTA LENGTH ` J
THE ENGDIEER AGREEE TLT ANY PLAN CEEC[ OR I�EW P1aPOrmD )f1' TS Cl17 OF pICERTAS IN PfS CAPACITY AS A PU1I1C - N ' -
�C Mir R • \ �'° � n � °
ENTRY FOR TO PLANS PREPARED 1Y TQ WOW= IS NOT A Nl�f1NATION BY TEE CRY OF 1PCIIIRY OF TEE TICXKICAL . a -31- ~ 1 N 1
t � \ER
SUFFfCm@CY OR ADWACY OF TEE PLANS OR M10 AID T E D NOT BELEM TQ ENGE OF MPON=Wff FOR s1 - N 1 1 1 7 W 7 7 1$" P �C wry
len d ' dN �'
TO MAW OR EEmGN OF nlR07mmNT . M ERNS A� TO EY AM EOIa EOME� M CRP d►ri 1� 13 . - - - A R : COTrAGE WAY X \S G 1g
P 5115 AVENIDA ENCINAS
OF MICIMRAS, ITS OFFICERS, AGENTS AND 11QLOYEES FROM PEOIEETY DRUM OR MILT BUM ARISING SOLELY FROM �a S 1444'11 2 W 85.00
�X \S� SUITE "L"
TU NBGL GZNT ACTS, ERRORS OR ZM MSSION I OF = ENGIM0t, M AGENTS OR ITS 1 , ACTM WHIN THE COUM AND SCALE: 1" = 20'
CARLSBAD, CA. 92008 -4387
SCOPE OF SUCK AGENCY AND EMPLOYMENT, AND A1MWG OUT OF TIM V= PE1 BY M 104MM.
(760) 931 -8700
A*R t
APPROTO DATE � �• • BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING
NO.
PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP VED IMPROVEMENT PLAN FOR: TM 96 -007
LOCATION: C.L LC• L CND M& ■ ZO NAL 1" _ N' DATE: 8 '94 BY: �lP' - BY: CAMBRIA - LOT
41
>p .woM: 1r ♦ I R.C.E. NO. 19271 DATE: 2 - a -9� DATE: z -z-R AT ENCINITAS RANCH 5280
I 3�
ZMAIM: iaLSi D�ivM: r L EXP. 3-31 -99
1lORK PROJECT 140. 96 -007 SHEET 4 OF d
TO 440 -0000 -000 DATE: 12 -10 -97
50. co' vc
PM •
6 +00,00
Pt ELEV = ;198.0 .
11 m 100.0d' vc
. ,
o g w
�._ ._.;....•- „1J,..- w_,.�...... __ +--r •�.- _a- ___._..�....._._ _.�N�` � N _ _ ' � —+—_ _ _ -- �--. -_ � _ —
- _ --«- -- � P = 11+10.00
n
F : !' T EaEDI 4 N
�;
I ; w Z
i
r” 1f E)�(IS�INI'� W�1LL$ PER
z <. •dl r
II l7AMG %4341 M
ui
N
,... !
p N *C4 S '
At
3
$ +S OD cc
+ + + + + }
in
44 _ _. -
n .
+ o
.dl ,o
ry i
,
tp'
, 62.8 TIDAL P91M1'
I� f- ao /1 OP 8 Y.0 N ;
,
. A
W'
, Lo
OD
I,
I1 iI
.- .
r ,
r i .56x -*— IDE 11CAL POINT
1 .. ,
i 1
11 * o. v
TL
ow W7 worw 00
uj
co
A
RC
p�
F L 1. , , •.� s. ... , .
n
SCALE TAB. 0
VE RTICAL: .'
_ TLCAL: � 4' ,
i6+oo n+W v+c* r+W 12+00
w s�
S W
20 10 0 20 40 60 111 1 �' \ \\ ' ' \� 11xyk� av9 e� \ / O DATA
" - /� ,ti NO DELTA G. RADIUS LENGTH REMARKS
in
SCALE: 1 - 20 F' O� \ \ \ r �� M 1 N44'11 W 108.83 N R INE
/ \ w \ < �( \ \ \ �4 S 2 42.00' 1 CENTERLIN
/ w S e 9s N \ CI 3 N55'1 E 70.19' N N
o ° \ r � A i'� r \ \ '�0� \ 4 1 11 1 ZNTERWN
/� !. f �\ S mod, \ ,� S k e\.O r EN \
/ `'°' \ \N �o < 3 ` e�` eV 9 `5 W �i O WATER DATA
�:' S �$ �p0 1j N� 16- 1J� S 1 680 �> \\ \ � NO DELTA G. RADIUS LENGTH REMARKS
'r \\ \N �pU M ONP v S 4 \ S �� �� 2 N 4�'11 1 w 1 .7 1 P
/ \� ��` �� �,f 10 x� \ \ \ \ 3 NS51850 E 144.46 1 P vc
/ \ \ v S s \OR 1� \ \ 4 N43 21'33"E 50.56 B CL 150 PVC
w Ns
n P �o �( w ' . \ \ DATA
4r. �� 10►, eG \Ox �P►` \ \\ \ 3 \9 �� ✓ NO DELTA G. RADIUS LENGTH REMARKS
�O \ S 9 5 \ \ i 0\ E ON 1 N44 '22"W 144
4 A x 68 7 1 1
"_fG" vC
3 S 6 \ �1 X 11 3 684 '41 53.
K\ CD 4 N33 26 W 46.27
PVC
2 OW
W 2 17 +0 W g \ \ \ \\ \\ \\ \. ,� 7.0 P�<Z /
\ \ /
\ /
62 S S 1 \\ \� , PROj2/ / / � Z ENO �
STATEMENT OF ENGINEER OF WORK
GII ,� _ A — 16 \'� / s NE�� 2" `
THE UNDWMNED VIM= AGREES THAT T1! W= PERPOIRMI D BY TIRE ENGINEER SHALL COWLY WM M GENERALLY L
ACCEPTED STANDARDS AND PRAC!M OF TER E11GII�ER'S TRADE OR PROFESSION. TEE ENGINEER FURTHER AGREES TRAT THE
T= PERPORIRD SRALL M D4 ACCOR 'E DANCE Tf TER RULES AND REGULATIONS REQUntED BY THE CITY OF ENMITAS. /
THE ENGIIIYR ♦GRRd 1LT ANY PLAN C=M 09 RED POF'0.11� EY TIRE CITY OF Cf ff 1 IN ITS CAPACITY AS A PUEIJC PLAN • \��TTAGE WAY A
1O"d p1 rftV, C"' � • 'I'I'r'y` � '°
ENTITY 10R TER MrIIE PERfA�R BY '!RE INOi1RRIt Ei 115! ♦ lrRt�N♦TION BY T68 ClfY OF f ENCDQTAi Of T111111 'lRCa11C♦L •
No. f••71
INTY CDA1CY OR AD"UACY 8F THE PLANS OR DERIGN AND 1E�� DORS NOT RELIEVE TB ENGIRM OF 1lEElO RY FOR * a -at -�
5115 AVENIDA ENCINAS
TU PLANS OR DESIGN OF BB40VIB ENT SAM TERMON. TER ENODIRR AGREES TO IIR1E1/W AND BOLD RAR SCALE: 1 20
MISSS THE CITY " ' �,� SUITE "L"
NCIIAOFFICERS, OF ETAS, ITS O AGENTS AND EIQLOYER MW
MY MM MY DAMAGE OR BODB.Y MWRY A11111111 SOLELY FROM � 4 " r CARLSBAD, CA. 92008 -4387
ER
T NIOLM T ACTS, ERRORS OR EIOO8wONS OF TER ElMMM PA ♦GENTS OR ITS =PLOYESS, ACRNG TUM TEE COURSE AND
760) 931 -8700
lip
Ile
SCOPE OF SUCK AGEIICY AND EMPLOYMENT, AND ARRRIIC OUT Of TER VOK PERFO� BY T113 ENGHfSR. t
REVISIONS APPROVED DATE RRfIIIIIISIICES DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING
DEPARTMENT DRAWING NO.
- - -- — L = 0 PLANS PREPARED UNDER THE SUPERVISION OF RECOMUSNDED APPROYED - IMPROVEIGM PLAN FOR: TM
96 -007 _
DATE: 14 -" BY: c. BY: CAMBRIA — LOT 41 5280 -I 3�
LOCA1'MN: f11. Y +tl C.L E.C. EL CI10?f0 SAL
EECO FN : 33. CO. TIM. OoefrEol" PG.1•E VINTE" 1 " = 4 , "A NuLwwqr R.C.E. NO. 20271 DATE: `L 2 - �� DATE
AT ENCINITAS RANCH
IMAIM: 11...1 DAi471I: Y. L
— — - - -- EXP. 3 -S1 -99 WOW PROJECT NO. 96-007 SHUT 5 OF d
110 440 -0685 -800 DATE: 12 -10 -97
4M ch
ND A SEMBI�VMS
g INS? �1
.. _ AP A Y
� S W x
ul
W
.-,yam_ _;... -.-"- -- "i- `- ,_L_ ^.._r_._- - ....y...�.. •-- �--r -' -" -_ - - - - -- : '-- +".._._ :
: : !
I
! CN
_.
I 1
uj
ch
r
t _ „. . -
IE;185.
}} 4lb IN
M� + old ,
,
O.•,,, } ♦ _ _ .r 1x8,1 fi . �' m
OF , n
a+lllOP:. 2.
WADER
,.
• r �
_.
.. _ ,._ _ _. .. 5 4 .45s MAN
7 . 1
146 89 F ti ! "
8 P i
, ..
of
L ie g ...., * + 2. 1
or IE 18 .40 Q l) 1 F P
1€.a 313 VC • 1.
co „
P T8.43
F
s '
._ ...�_ •tom-- °t - r : 00
10 0
"cf
so T --
es '
I
1
R- IICAk. -
,
�W •' • �� 124M 134M 1 4.70'
-
" +42.45 ^•
L _ _ Ll _ I - Q _ 2 b.0. - - I �-� _ ff _ �i - . _ I - a - - <
MANHOLE #3
�� L_ �- �- �� J __.4— L _ 7 J 1 L � ��791 —J L - L ®
L_ J
S 77 S S � � g 1" MAR
f' 1 a
` °x O W PROPOSED 10 +00.00 PROFILE D r r
. COTTAGE WAY O SEWER 13 +81.06 PR LE C BC 15+ 3.44
��
q, W 5 5 6
14 +00 15 +00 ,
WATER
W O� k�0
�, s � ,, ,�, •�T W 13 +00 ,
EC 11 +55.11 � � PROPOSED
-
< Al S 2
ti / 0 1 W W 4' 7' W d`
>
W yy
r
S S S S S 4 S rn S 6
S 117 I` 1 s' `� -�- r �� _.�_ -�- 113 W Via- 1 � --L- p
MAR
I_ p I r ► I I � 113 + k {=' i r i n ^ w m !I
1 W G a J �- z I I L i I I � `i� + 109 < I n ^ /
\ (, `{,) r z x I i I J I t i
S I
L �p ' I I I I I I l�i m I �O I JliO
� �y O _
a m I f I j I g awy z I + I g_ $ x a <� I I I + <�� , 3' 1
0< I ZN� I .._J -� I r� a a1� 12 W ° W 10 Z �x�(�y J I �_� +z° 2 +D ���
cph� 1 S $ I o I I I - I I $ $= Lgf- ap L______
..l .n -< $
ao �� C
L - -��� -- L--- - - ---1 z - - -- 11 W 1" M*R fig - '� ^ <�
d os h' >> dy x I _ __ __J L - - - -- -J n $� �o < - - i'�� a$ v
s `L x s 0X s`� f i r . ) / $+ vV)i i + o + Z 112 S END CAP + N $$ Z
�z< �0?3 +Z V
1p
G�r �' PLAN COTTAGE WAY` a a ,0 +67.00 0' LT
e ( I z S IN TALL END CAPI ASSEMBLY
^ 3 (�� 0 RTq� " - W� 1 M.A.R. ANDI THRUST BLOCK
T 9• r •� / / a (�
w � � � ?� S ,� B SCALE: , 20 • I 20 10 0 20 40 60
9 45k F '4 T ' •. / ( I 1 10 +x8.00 �� 4.00' RT r
O `�t 0 0
4� TOP ELEV 195.5
SEWER CLEANOUT SCALE: 1 20
�q <� IE 187.50 (OUT)
STATEMENT OF ENGINZER OF WORK
THE UNDERNGNED ENGW= AGDOHI THAT TS WON PERFORMHD W = OwRI■RR SAUL COMPLY T= THE GIN =RALLY er►� O DATA O WATER DATA 0
86190. A DATA
ACCLvM STANDARDS AND PRACTICES OF Ta EIIO 11111'S TlAEH OR PROFEDOOII. ?HS ■18�1HHR FURTHEII AGRElS TIIAT THE NO DELTA RADIUS LENGTH REMARKS NO
DELTA RADIUS LENGTH REMARKS NO DELTA G. RADIUS LENGTH REMARKS �n
1tOR[ OMAO MIN SHALL BE IN ACCOH9ANL'E MM THH MM AD �fiULAMINB BY = CITY OF O1CMAS. � 1 N 4 W N N 1 N 4 1 P 1
I J LIi lJ
TS Oq OR Am= TRAT ANY FUN COO 0R ONEW P�O� DT M CIIPY OF OXMAS IN ITS CAPACITY AE A PUOUIC N • - 'W 1' 1,1. 1 N 7 W
P N 74 W PV o
ENTRY FOR TS NAM lHQA� n TB OIGINHHR O NOT A 1ElM8l181I K T! C!!Y Q ENCIIITfAB 0/ = TlCONlCAL 3 N 9 w 94 CENTERLINE 3 N59'25
29 W 2 1 P 3 N59' w 47. P land p10rr1hQ, chA 8f1arN8lhp, "y"" SUFIICIHNCY OR ADDOUACY OF TM FLANS OR DHNGN AND 'I 1111
9011110 NOT OlO1 T!/ =NGII/OIIR OF ASPONSOUITY FOR c�ry1, 4 N30'34 31 E 67.00 N R IN 4 930'34 31 E 56, 4 CL 150 PVC 4
N30'34 31 E 88.00 V _ - -
Tm PLAID OR DESIGN OF DQHOYOBNT NAMED T��ON. T1111111 OIOIIAER AOiAtO TO HAHIRIHTY AND SOLD I 11195 TU CHY of 5 N59'25 69 W 14 C
N RUNE 5 N W 1 1 P 5 N W 166.81 5115 AVENIDA ENCINAS
OF ENCMAN, ITS OFFICERS, AGENT'S AND o1PLOYOO FROM PR Mff MUM OR DODLY MJM AM M SOMY FDA[ g 44 4 . C N INE 6 N T 7
1 P 6 N07' W 5 SUITE "L"
= IOCIMOf[ ACTS, OH10RS OR EIOOMOIM OF TOS o10/AM R8 AOHII'IS OR M �E3S, ACTTIIG WON TES COURA AND 7 1 n 7 '41
•4 (760)830, 7 92008 -4387
Ln
SCOPE OF SUCH AGENCY AND dlLOYMENT, AND AIMIMM OUT OF 1: "AI: �08Lr R M ENGINEER. (760) 931 -8700
uvamNS APPROVED DATE 11FHRDNCa DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT
DRAWING N0.
_ M u M jmmM �r uu. PLANS PREPARED UNDER THE SUPERVISION OF RECOMUZNDED APP VED MROYl1 ZNT PLAN FOR
TM 96 -007
Loc.,�N: a� 1olam m @ s L�. a c�t�sal • m in = u' j� DATE: 1 - 99 Ifr: pe.0 4w-.,. DY: ►� CAMBRIA —
LOT 41
�, ,, a• Co . mm, �„ FGA " �� R.C.E. NO. 29271 DATE: �-� _ 9r DATE: Z 2 Qg AT ENCINITAS RANCH
5280 -I
UwAlm: LlLA DATUM: ti ■.. '� 1 = 4 Elm. S -SI -99
1/06[ PROJECT NO. 00 -007 SHEET Q OF 6
110 440 - 0686 -ON DATE: 12 -10 -97