1997-17-WO i
OWNER P ERIVIIT S T ATEM ENT
l
F AGREED THAT FIELD CONDITONS NAT REQUIRE CHANGES TO THESE PLANS. ENCINITAS RANCH
N IS f ln'nER AGREED TEAT THE OWNER (DEVELOPER) SHALL RM A REG191 FRED CIVIL ENGINEER
NA EE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF CAMBRIA LOT 41
PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF
THE IMPROVEMENTS.
I IVIT HER AGREE TO G'OII NENCII WORK Oft ANY MPROVEMENTS SHOWN W THESE PIJM 1rTf7M
=STING PUBLIC RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT
AND TO THE PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL W ORKING DAY UNTIL COMPLETED IWICAL DRD AY SECTIONS
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR
UNDER MY CONTROL.
(
G V01 c s�a c,�aks 1I , W'L' � Tiod1+tos,�c�. , N ail, � )'kM kr
By S`�tl.p am.- X14
40' PUBLIC UTMITY so
4' 16' 16' 4'
♦ 4'
DECLARATION OF RESPONSIBLE CHARGE to` ♦ - -— �.
S.S' WIDE PLANTER AREA 4' WID SIDE'1►ALL[
I sERE`B'Y VECLAIM TEW I AK THE ENGINEER OF WORK FOR THIS PROJECT, THAT I RAVE ♦ � ; '� � ..
El ICISED RESPONSIBLE CHARGE OVER THE DESIG14 OF THE PROJECT AS DEFINED IN d TYPE G CURB 4 A.C. / a
A.R.(MII� n!EN PLANE JOINTS
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN V' AND GUTTER 10' INTERVALS)
CONSISTENT WITH CURRENT STANDARDS. ♦
��' PRIVATE DRIVEWAY
♦ NOT TO SCALE
I UNDERSTAND THAT THE CREC[ OF P qO ' ]!RxWMI79 AND $PECmCATIONS NY THE CITY FOR MATION ONLY
W ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER `
OF WORK, OF MY RESPONSIBILITY FOR PROJECT DESIGN. (BIDE D1NQ 5280 -CD
44' PO'BLTC UTILITY EASEMENT
lL�9 4'
is' 18' 4'
�l
bk&ln ALD ` 4s RAISED MEDIA LA kind � n hg , cyl M u o�r�
�� / 4 '
w 110. � 8!27'1
5115 AVENIDA ENCINAS >V. a -a1 - Y `� d" CURB ONLY
SUITE "L" PI V �TARIES ¢�
CARLSBAD, CA. 92008 -4387 `�' ♦ `
(760) 931 -8700 or
c►L ` �
3.5 HIDE PLANTER AREA 4' HIDE SIDEVAL 1
` 6" TYPE G CURB 4" A. a" A.R.(MIN) PLANE JOINTS
g d ,6— * '- >�' ♦ AND GUTTER a'-lo' INTERVALS)
RONALD L. HOfWWAY
IM11. MD. 2r E!!P. >�A�rs: s -si —�, - �,,. � PRIVATE DRIVEW -- EN TRY
♦ NOT TO SCALE
f.
t FOR ff;0FW7ION ONLY
' CME DWO NO. 5280 -CO
SOILS E fol Ivcjrn' TIFI CATE y
�R
L Dwo DuJVMAm ,A REGISTERED CTDIL ENGINEER IN T92 OF �
CALIFORNIA, PRINCIPALLY DOING SUSIRESS IN THE FIELD OF APPLIED SOIL MECHANICS, `
a REREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT
• WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES I�CADIA BLVD.
12 -/9-q7 AND /- - 98 . ONE COMPLETE COPY OF THE SOILS REPORT `
COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE SITE
OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS
AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS `
PROJECT HAVE BEEN IPCORPORAT'ED IN THE GRADING PLANS AND SPECIFICATIONS. 0 41
+crr�n: ear c �' 9 1
A C
v �a
` TAY MAP
C' #7216 '� rx -3r - ¢ N°. 47 SCALE: i" = loo'
KEY MAP LEGEND
SUBDIVISION BOUNDARY
LIMITS OF SHEET ENCINITAS BLVD.
PROPOSED WATER ---
PR � q .
PROPOSED SERER (} ----8-
PR OPOSED 'IRE HYDRANT °'° VICINITY MAP
• NOT TO SCALE
"APPROVAL OF THIS PLAN BY THE LEUCADIA COUNTY WATER DISTRICT DOES
N OT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE SAN DIEGUITO WATER DISTRICT
AS -&W'CT R:AA/S
LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE,
OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT"
oft I- WDr6 ol? aim
DATE
P'9Z7/ ExP 3-31 -D�
STATEMENT OF ENGINEER OF WORK IMPORTANT NOTICE PROVAL EXPIRES 2 YEARS FOR DATE SIG
THE ENGMEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL Copt WITH THE oENL►TMM SECTION 4216/4217 OF THE GOVERNMENT CODE LEUCADIA
COUNTY WATER DISTRICT ENCINITAS FIRE PROTECTION DISTRICT
• ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE REQUIRES A DIGALERT IDENTIFICATION
NUMBER
WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. 13E ISSUED BEFORE A PERMIT TO EXCAVATE
WILL PUBLIC SEWER SYSTEM APPROVAL bk& ln)c .
THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC I3E VALID. FOR YOUR DIGALERT
I.D NUMBER APPROVED BY: DUDEK AND ASSOCIATES, INC.
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL CALL UNDERGROUND SERVICE ALERT AT:
knd dVl
SUFFICIENCY OB ADEQUACY OF THE PLANS OR DESIGN AND THERFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR
5115 A VE N I D A EN CI N AS
THE PLANS OR DESIGN OF IMPROVEMENT BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY TOLL FREE 1 -800 422 -4133 �
i - dw 98 SUITE "L"
OF ENCINITAS, ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM TWO WORKING DAYS BEFORE YOU DIG
/ APP§OVED BY: 7 DATE JOB NUMBER BY: DATE CARLSBAD, CA. 92008 -4387
THE NEGLIGENT ACTS, ERRORS OR EMMISSIONS OF THE ENGINEER, ITS AGENTS OR ITS EMPLOYEES, ACTING WITHIN THE COURSE AND
(760) 931 -8700
SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. t
DESIGNED 8Y DRAIN Ry CHScxn BY
REVISIONS APPROVED BATE REFERENCES DATE BENCHMARK SCALE DP Fix APPROVALS CITY OF ENCINITAS ENGINEERING
DEPARTMENT DRAINING N0.
S-
XT 10D.-STS 4Ato MCiITION TO OF >� DMK IN �rsts. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP 4VED - IMPROVEMENT
PLAN FOR: TM 96 -007
molfu CAMBRIA -- LOT 41 " g LOCATION: STA. 48 +61 CJ LC.:1. CAXM >�. r,T
DATE: / -e' BY: e. BY 5280-1
3�
WCOWn FROM CO. VERT. CONTROL PG. I vaDTrC�a RONALD L. H WAY R NO RONALD DATE: Q ^Z- ~�' DATE: � AT
ENCINITAS RANCID
ZZVATION: 12081 DATUI[: H_Sl. QjP -S 1 -99
WORK PROJECT Iro. TM 06 -007 SHEET 1 OF 6
WO 440- 0685 -600 DATE: 12 -10 -97
i
i
I
1PAZ'R BEM NOTES PORK TO BE DONE
NOTES
ITEM STD DWG AGE O QUANTM
i WATER YOURS. I.ATMUZS AND 1PPORTLRAI'10ES SIfAIl BE colquTRUC 1. � COFACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY
ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO WATER d" FIRE HYDRANT ASSEMBLY P -1 F.H. 5 EA.
DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK CONSTRUCTION.
FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE I.Ft, jCADIA COUNTY WATER DISTRICT e"
PVC CL 150 1fATERLIl�1E - 0 1510 LF
2. UIOLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING RAINS IML BE BADE (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 WATERISNE 76 LF
DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. BACK FILLING OVER ANY SEWER PIPE OR SEWER AYES. 2" HI,01► -OFF VALVE P
- - �rR• SEA
3L 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 48 INCHES BELOW CENTER LINE FINISH GRADE OF STREET. SPECIFICATIONS. l" MANUAL AIR RELEASE P -10
M•A•R• 6 EA.
A. YZ SERVICES TO BE CONSTRUCTED CLEAR Olr DRIVEWAYS. 5. NO REVISIONS SHAD BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE
8" GATE VALVE ' 7 EA.
6. CONTRACTOR TO FURNISH ONE INCII COPPER WATER SERVICE AND METER BOX FOR (LCWD) DISTRICT ENGINEER.
4' 647F UALGE 4r6Y. 1 ER.
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
S. CONTRACTORS SHALL ACQtM A TRENCHING PERMIT FROM THE CALIFORNIA NON EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE
3,4" WATER SERVICE P - - 62 RA.
DIVISION OF SAFETY FOR ALL TRENCH WORK. LIMITS OF THIS PROJECT
7. INSTALL FIRE HYDRANTS 2 FEET FROM BACK OF CURB, IF NO SIDEWALK EXISTS, OR 7. CONTRACTOR SHALL NOTIFY THE LCWD FORTY -BIGHT (48) HOURS
IN ADVANCE OF FLANGE TEE 4 RA.
7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. BEGINNING WORK SO THAT INSPECTION CAN BE PROVIDED.
e. PitOVIDB AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN.
S. THE LCWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. 8" PVC SE'WETCL NE (SEE DIST. SIDS.) - 1669 LF
9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF 9. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6205 BY SUBMITTING
SEWER MANHOLE S - 13 RA
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 9- 9,S -10 1 RA.
10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE 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 ENCINITAS 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 OR MORE IN DEPTH AND APPROVED BY THE OWNER PRIOR TO
CITY OF ENCINITAS, BEFORE THE WATERLINES ARE ACCEPTED AND A COPY SENT TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS
'THRUST BLOCK 13 EA.
THE SAN DIEGUITO WATER DISTRICT OFFICE. ssTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE
PREPARED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER AT THE
It. PEOR TO AWARDING WATERLIlIE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTOR'S EXPENSE ABBREVIATIONS
CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN DIEGUITO WATER 10. SOILS REPORT SHALL BE SUBMITTED TO LCWD BY A QUALIFIED SOILS ENGINEER WHICH
DISTRICT'S SPECIFICATIONS. CERTIFIES THAT ALL TRENCH BACKFIIA. WAS COMPACTED AS DIRECTED BY THE SOILS
ENGINEER IN ACCORDANCE WITH ONSTTE EARTHWORK SPECIFICATIONS AND LCWD DW DRAINAGE WATER IT LEFT
12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S E DEPARTMENT 46 SPECIFICATIONS. AB AGGREGATE CONCRETE BASE MH MANHOLE
SOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION 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 BVC BEGIN VERTICAL CURVE P PAVEMENT
13. MI AREAS MUST BE COMPACTED TO 90 JL. PRIOR TO PIPE INSTALLATION. AT PROPERTY LINE, UNLESS OTHERWISE APPROVED BY LCWD. BW
BOTTOM OF WALL PCC POINT OF COMPOUND CURVE
C&G CURB AND GUTTER PCR POINT OF CURB RETURN
14. APPROVAL THIS PLAN BY SAN DIEGUITO WATER �f DOES NOT 12. AIL MAINS AND LATERALS SHALL BE 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 B ELECTRIC RT RIGHT
THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR 13. AIL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. SB 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 SC END
CURVE S SEWER
MINIMUM 15. ALL EXISTING FACILITIES WffiCH MAY EFFECT FINAL DESIGN, Imo., LINE CROSSINGS, MUM OF TWELVE INCHES (12 ") OF CRUSHED
ROCK COVER AS SHOWN ON LCWD STANDARD SCR END CURB RETURN IN
SD STORM DRAM
DRAWING S -12. EP EDGE OF PAVEMENT SDRSD SAN DIEGO REGIONAL STANDARD DRAWING
LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL SVC END VERTICAL CURVE SW SIDEWALK
OUSTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER 15. JOB MIMG OF CONCRETE IS NOT PERMITTED. FC FACE OF CURB
T TELEPHONE
MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO FL FLOWLINE TB TOP OF BERM
CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN 16. AIL CONCRETE TESTING REQUIRED BY THE LCWD WILL BE AT THE EXPENSE OF THE FS FINISHED
SURFACE TC TOP OF CURB
DIEGUITO WATER DISTRICT. CONTRACTOR. G GAS TF TOP OF FOOTING
HGL HYDRAULIC GRADE LINE TG TOP OF GRATE
16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL NAVE AN 17. THE CONTRACTOR MUST SECURE APPROVAL FROM THE LCWD INSPECTOR PRIOR TO
HP HIGH POINT TW TOP OF WALL
APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION. BACKFILLING OVER ANY SEWER PIPE OR SEWER WYES. IS INVERT ELEVATION
W WATER
BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY
RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE 18. AIL LATERALS AND YAWS SHALL BE TESTED BY "AIR TEST METHOD" AFTER CONSTRUCTION
AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. OF ALL UTILITIES AS SPECIFIED IN THE LCWD STANDARD SPECIFICATIONS.
17. A NIIItoM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE 19. ALL ACCESS HOLES (MAN HOLES) SHALL BE TESTED BY "VACUUM TEST"
AS SPETIME IN THE
HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. LCWD STANDARD SPECIFICATIONS.
18. 07III7IES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER
SERVICES.
19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY MaS rIN
WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE
EFFECTED BY THEIR PROJECT.
f CONTRACTOR TO SUPPLY WCUNENIWRO14 SHOWING THAT ANY ASBESTOS WATER
PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE
TO THE SAN DIEGO COUNTY WASTE DIVISION.
Si. tfSE 9.5 FOOT PLAIN END PIPE LENG'ISS WITH DEFLECTION COUPLINt FOR ALL
RADII BETWEEN 140 FEET TO 270 FEET. USE 19 FOOT PLAIN END PIPE LENGTHS
WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET 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 THIS COMBINATION THROUGH THE CURVED
ALIGNMENT FOR ALL RADII BETWEEN 560 FEET AND 1.150 FEET..
i
- ILTPtANS
�iVACO L. /!GL[AW� AOTF
AE 2927/ ew
STATEMENT OF ENGINEER OF WORK
T88 U141111RIMI NEM BIHIIPEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHAIL COMPLY WITH THE GEP'ERAILT
ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE 8
10
WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. NA1,
THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
EMU U 1
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
kr1d Pbm*iO• cM •
I avxri « IO
SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND THERFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR
P . a - - 5115 AVENIDA ENCINAS <
THE PLANS OR DESIGN OF IMPROVEMENT BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY
SUITE "L"
OF ENCINITAS, ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM elm
CARLSBAD, CA. 92008 -4387
THE NEGLIGENT ACTS, ERRORS OR EMMISSIONS OF THE ENGINEER, ITS AGENTS OR ITS EMPLOYEES, ACTING WITHIN THE COURSE AND
(760) 931 -8700
SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DMG� H" D RAWN 8 c� B APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO.
DESCRIPTION TOP OF BRASS DISK IN 11M PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLAN FOR
TM 96 - 007
DATE 1 --20 AY: BY:
NDEZUR , 8 � CAMBRIA - LOT 41
IDCA'PM: �.. 48♦ C.I. LC. X. CA�o M& 5 2 8 0 - I
RECORDED FROM: CO. VERT. CONTROL PG.18 R.C.R. NO. 292 ?1 DATE: 2 -2- DATE: 'Z' AT ENCINITAS
RANCH '
sl�veTloN: 129.61 DATUM: �� s ��'� RONALD L. SO WAY
EJCP. 3 -31 -99 WORK PROJECT NO. 96 - 007
SHEET 2 OF 6
WO 440- 0685 -600 DATE: 12 -10 -97
{
1
SPATE R SERVICE DATA TABLE
SEVER LATERAL DATA TABLE LNT WATER SERVICE UNIT WATER SERVICE
NO. CL STA O MAIN N0. CL STA O MAIN TOP
NI I.E. 0
DROP I.E. O CURB 57 STA: 14 +85.15 93 STA: 12 +83.17
N0. MAIN TO L p L, 8 STATION DIA REMARKS
MAIN ELEV. OFFSET. 11.00 L OFFSET: 11.00 L
b7 191.48 0.30' 20.00 194,77 200.11 5.5' STA: 14 +95.15 4" 58 STA: 15 +30.23 94 STA: 13 +27.62
58 190.00 0.30 20.00 193.38 198.72 5.5' STA: 15 +40.23 4" OFFSET: 11.00 L OFFSET: 11.00 L
59 188.32 0.30' 20.00 191.41 196.75 5.5' STA: 15 +85.23 4" 59 STA: 15 +75.23 95 STA: 13 +67.95
60 187.05 0.30 20.00 189.72 195.06 5.5' STA: 16 +30.23 4" OFFSET. 11.00 L OFFSET: 11.00 L
61 185.62 0.30' 19.79 188.48 193.59 5.5' STA: 16 +73.02 4" 60 STA: 16 +20.23 96 STA: 14 +10.56
62 184.77 0.30 14.12 187.75 193.09 5.5' STA: 16 +93.71 4" OFFSET: 11.00 L OFFSET: 11.00 L
63 183.54 0.30' 20.00 186.63 191.96 5.5' STA: 10 +05.74 4" 81 STA: 16 +fi5.22 97 STA: 13 +31.61
$41181.93 0.30 20.00 185.09 190.43 5.5' STA: 10 +50.82 4" OFFSET: 10.64 L OFFSET: . L
65 179.94 0.30' 18.97 183.75 189.09 5.5' STA: 11+05.88 4" 62 STA: 17 +05.64 98 STA; 13 +8811.1 16
86 180.02 0.30 18.52 183.91 189.25 5.5' STA: 11+56.59 4" OFFSET: 9.65 L OFFSET: 11.00 L
87 181.72 0.30' 19.74 184.60 189.94 5.5' STA: 15 +88.06 4" ±3j STA: 17 +12.09 99 STA: 14 +31.27
88 182.12 0.30 23.96 184.92 190.26 5.5' STA: 15 +74.34 4" OFFSET: 10.71 L OFFSET: 11.00 L
89 182.38 0.30' 24.03 185.32 190.54 5.5' STA: 15 +48.59 4" 64 STA: 10 +40.82 0 STA: 14 +49.76
70 182.55 20.00 185.57 190.91 5.5' STA: 15 +36.41 4" OFFSET: 11.00 L OFFSET: 11.00 L
71 183.26 0.30' 20.00 186.28 191.62 5.5' STA: 14 +95.68 4" 65 STA: 11 +69.16 101 STA: 14 +95.58
72 184.02 0.30 20.00 187.09 192.43 5.5' STA: 14 +50.68 4" OFFSET: 9.23 L OFFSET: 11.00 L
73 184.78 0.30' 20.00 187.88 193.22 5.5' STA: 14 +05.68 4" 66 STA: 11 +65.90 10 STA: 15 +50.58
74 185.64 0.30 20.00 188.64 193.98 5.5' STA: 13 +50.68 4" OFFSET: 10.03 L OFFSET. 11.00 L
75 186.09 0.30' 20.00 189.04 194.38 5.5' STA: 13 +05.68 4" 67 STA: 15 +83.96 1p STA: 15 +95.58
76 186.54 0.30 20.00 189.49 194.83 5.5' STA: 12 +60.68 4" OFFSET: 8.60 R OFFSET: 11.00 L
77 186.99 0.30 20.00 189.96 195.30 5.5' STA: 12 +15.68 4" 68 STA: 15 +74.41 104 STA: 10 +07.48
78 187.44 0.30 20.00 190.39 195.73 5.5' STA: 11+70.68 4" OFFSET: 9.47 R OFFSET. 11.00 L
79 187.80 0.30' 18.26 190.75 196.05 5.5' STA: 11+37.37 4" 69 STA: 15 +69.28 10 STA: 10 +52.57 LATERALS
END AT '
OFFSET: 10.45 R OFFSET: 11.00 L EASEMENT LINE.
80 188.00 0.30 19.25 190.87 196.21 5.5' STA: 11+19.00 4" THE PROPERTY OR EASEMENT
?0 188.44 0.30' 18.68 191.36 196.69 5.5' STA: 10 +73.44 4" STA: 15 +30.72 0 STA: 11 +34.25 LINE
UNLESS OTHERWISE 6
81
OFFSET: 10.53' R OFFSET. 7.67 L Lt' - VEL LINE
82 190.62 0.30' 20.00 191.51 196.85 5.5' STA: 10 +49.97 4" SHOWN ON PLANS CURB
83 189.95 0.30' 21.45 192.85 198.19 5.5' STA: 11+01.49 4" 71 STA: 68 07 STA: 11 +82.91
11.0
OFFSET: 11.00 R OFFSET: 10.61 L LETTER "S" STAMPED OR -
84 190.46 0.30 33.25 193.44 198.61 5.5' STA: 10 +38.17 4" CHISELED IN FACE OF METAL
85 1 190.82 0.30' 36.14 194.07 199.37 5.5' STA: 9 +92.05 4" 72 STA: 14 +40.68 10 STA: 14 +52.81 CURB
NOT LESS THAN
OFFSET. 11.00 R OFFSET. 11.00 R TAG
86 190.86 0.30' 16.30 193.87 199.21 5.5' STA: 9 +87.00 4" 1 1 /2" HIGH do 3/16" DEEP :III
87 190.70 0.30' 20.00 193.66 199.00 5.5' STA: 10 +06.26 4" 73 STA: 13 +97.68 10 STA: 10 +37.00
88 190.34 0.30' 20.00 193.31 198.65 5.5' STA: 10 +51.16 4" OFFSET: 11.00 R OFFSET: 7.00 L (L) (B)
�� Nt1: 12 MARE
89 189.99 0.30119-02 192.93 198.27 5.5' STA: 10 +95.25 4" 74 STA: 13 +37.68 10 STA: 10 +60.00 ANGLE
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90 189.57 0.30 16.33 192.53 197.87 5.5' STA: 11 +41.48 4" OFFSET: 11.00 R OFFSET: 7.00 L MAXIMUM 45'
91 189.25 0.30' 19.63 192.01 197.35 5.5' STA: 11+87.29 4" - 751 STA: 12 +95.68 11 STA: 10 +64.00
92 189.42 0.30 19.57 192.54 197.88 5.5' STA: 12 +31.80 4" OFFSET: 11.00 R OFFSET. 7.00 L
93 190.16 0.30' 16.34 193.21 198.55 5.5' STA: 12 +75.67 4" 78 STA: 12 +50.36 1 STA: 10 +62.00
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94 190.79 0.30 18.03 193.84 199.18 5.5' STA: 14 +14.32 4" OFFSET. 11.00 R OFFSET: 7.00 L
95 191.45 0.30'119-98 194.48 199.82 5.5' STA: 13 +58.12 4" 77 STA: 12 +05.68 13 STA: 10 +34.00 BRICK
ANCHOR
96 192.11 0.30 195.14 200.48 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
98 191.63 0.30' 20.0 194.65 199.99 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" ?9 STA: 11 +25.43 i STA: 12 +31.89 ' 10. 30'
MIN DROP
100 192.24 0.30' 21.61 195.20 200.54 5.5' STA: 14 +72.86 4" OFFSET: 9.30 R OFFSET: 11.00 R
101 191.13 0.30' 20.00 194.52 199.86 5.5' STA: 15 +05.58 4" 80 STA: 10 +92.59 16 STA: 11 +86.89
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
STA: 11 +40.43 SUPPORT
103 187.85 0.30' 20.00 190.60 195.94 5.5' STA: 16 +05.58 4" 81 STA: 10 +85.85 i7 , BLOCK
104 183.10 0.30' 20.00 186.19 191.56 5.5' STA: 10 +17.48 4" OFFSET. 9.48 R OFFSET: 10.12 R
105 181.50 0.30' 20.00 184.68 190.02 5.5' STA: 10 +62.57 4" 82 STA: 10 +39.97 1 STA: 10 +42.91
106 179.46 0.30' 22.09 183.67 189.01 5.5' STA: 11 +19.23 4" OFFSET: 11.00 R OFFSET: 11.00 R ELEVATION
107 180.70 0.30' 20.69 184.20 189.54 5.5' STA: 11+73.00 4" 831 STA: 10 +92.85 INVERT
106 183.88 0.30 20.00 186.87 192.21 5.5' STA: 14 +62.81 4" OFFSET: 11.00 L
109 184.64 0.30' 20.00 187.67 193.01 5.5' STA: 14 +17.89 4" 84 STA: 1 .
110 187.11 0.30 22.05 188.86 N/A 6.0' STA: 10 +77.00 4" OFFSET : 1 00 L STANDARD SEWER LATERAL LCWD
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111 187.29 0.30' 3.14 189.10 N/A 6.0' STA: 10 +82.00 4" 85 STA: 9 +84.94
112 187.00 0.30 12.00 188.80 N A 6.0' STA: 10 +72.00 4" OFFSET: 11.00 L
113 186.01 0.30' 20.00 188.69 194.03 5.5' STA: 13 +14.31 4" 86 STA: 9 +82.94 NOT TO SCALE
114 186.28 0.30' 20.00 189.37 194.73 5.5' STA: 12 +86.89 4" OFFSET. 11.00 L
115 186.73 0.30' 20.00 189.68 195.02 5.5' STA: 12 +41.89 4" 87 STA: 9 +86.94
16 187.18 0.30' 20.00 190.13 195.47 5.5' STA: 11+96.89 4" OFFSET: 11.00 L
117 187.63 0.30' 20.06 190.58 195.88 5.5' STA: 11 +58.81 4" 88 STA: 10 +41.17
118 188.60 0.30 20.00 191.51 196.86 5.5' STA: 10 +54.97 4" OFFSET: 11.00 L
89 STA: 10 +84.36
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90 STA: 11+26.79
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91 STA: 11 +97.72
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SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. ic
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DZMGN BY DRA BY �� BY APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING N0.
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STATEMENT OF ENGINEER OF WORK
THE ENGINEER AGREES THAT THE WORK PERFORM BY THE INGINM SHALL Co�tP'LY WITH THE IMMERAMtY
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REVlstorrs APPROVED DATE REFERENCES DATE BENCHMARK SC D ® BY DM►D BY � APPROVALS CITY OF ENCINITAS
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SCALE: 1" 20'
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C,� t SEWER CLEANOUT .
TOP ELEV 195.5
IE 187.50 (OUT) SEWER DATA
STATEMENT OF ENGINEER OF WORK �ss,
AGREES THAT THE PERFORM[ED BY THE ENGINEER SHALL co�Y VM THE MMInUT e�' O CENTERLINE DATA O WATER DATA
TTOR �a�n -
ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE RONALD L NO DELTA BRG. RADIUS
LENGTH REMARKS NO DELTA BRG. RADIUS LENGTH REM NO DELTA BRG. RADIUS LENGTH REMARKS
WORK PERFORMED HEIZREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. ROLWWAY " �
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1 N68'S5 43 W 55.06 CENTERLINE 1 N68'S5 43 E 66.98 8 CL 150 PVC 1 N68'S5 43 E 0.50 8 PVC
THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC NO. 29271 2 51'38'48" 111.00' 100.06'
CENTERLINE 2 N85'14'53 "W 45.85' " CL 150 PV 2 N85'1453 W 50.89' 8 PVC o
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL *�' s -si -� 3 N59'25 69 W
225.94' CENTERLINE 3 N59'25 29 W 255.87' " CL 150 PVC 3 N59'25'29 "W 247.39' 8 PVC kT1d planTttl'1Q, dVN , Krmft
SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND THERFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR �► 4 N30'34'31 "E 67.00' CENTERLINE 4
N30'34 31 E 56.00 4 CL 150 PVC 4 N30'34 31 E 88.00 PVC 5115 AVENIDA ENCINAS
THE PLANS OR DESIGN OF IMPROVEMENT BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY �$ 5 N59'25 69 W 142.38'
CENTERLINE 5 N59'25'29 "W 150.46' 8" CL 150 PVC 5 N59'25'29 "W 166.81 V
OF ENCINITAS, ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM 6 103'44 44 42.00 7 CENTERLINE 6
N07'33'07 "E 30.27' CL 150 PVC 6 N07'33'07 W 40.85' 8 PVC SUITE "L"
THE NEGLIGENT ACTS, ERRORS OR EMMISSIONS OF THE ENGINEER, ITS AGENTS OR ITS EMPLOYEES, ACTING WIITHIN THE COURSE AND 7 N43'21'33 "E 15.01' "
CL 1 PV 7 N43'41 50 E 20.43 V (760) 9331 1 -877 00
92008 -4387
SCOPE OF SUCH AGENCY AND EMPLOYl[ENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. (760) D>�G�
sr D �" D W g" APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAINING N0.
REVISI APPROVED DATE REFERENCES DATE BENCHMARK SCALE RLH
A -Wirr MIT D Wr ON TOP OF ERM DISK IN RI PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED, el IMPROVEMENT
PLAN FOR TM 96 -007
MONUMM soEzoRAL �• _ >co' - DATE: 1-9- BY: C . �-, HY: Ilk CAMBRIA - LOT 41
ON:
LOCATI W.. 48+ � L �.�. �. O Rte. 116116- 116116- 5280 -I
FMCORM PROM: CO. VERT. CONTROL PG.10 RONALD L• HOLLO y R •c. E. N o. x9271 DATE: L- 9 t DATE: -� -4
AT ENCINITAS RANCH
=IMATIO 1N.61 DATUM: s _I,. Y. VERTICAL i = s
�. 3 -31 -99 1rORR PROJECT N0. sIM -00? ! SHEET 6 OF 6
WO 440 - 0685 -600 DATE: 12 -10 -97
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