1997-5359 I (Plans) F �RAL NOTE'S WATER NOTES (SAN DEGWTO WATER DISTRICT) LEGAL DESCRIPTION LOT 1 BL= 104 OF CARDIFF VISTA WORK TO BE DONE
1 A PERMIT SHALL BE OBTAINED FMN THE CITY OF ENCINITAS 1. WATER MAINS, LATERALS AM APPURTENANCES SMALL BE CONSTRUCTED MAP
1547 IMPROVEMENTS CONSIST OF TFE FALWM NOW TO BE ODME ACCOF17M TO TfEW
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DEGUITO AP .N.: : 260
-291 -02 PLANS: THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
STREET RIGHT -OF -WAY. WATER DISTRICT. THE CONTRACTOR SHALL AND HEWBY DOES GUARANTEE SPECIFICATIONS AND SPECIAL PROVISIONS
FOR IMPROVEMENT OF SUBDIVISION
ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. SHEFFIELD AVEME/WARWICK AVENUE STREETS AND STANDARDS
REFERENCE DRAWINGS.
2 THE STF�TURAL SECTION SMALL BE DV ACCORDANCE WITH CITY 3 „ SITEADDRESS ENCINITAS, CA 92024
OF ENCINITAS PUBLIC ROAD STANDARDS. 2. UNLESS OTHERWISE NOTED, ALL CONNvECTIONS TO EXISTING MAINS WILL S.D.C. =
SAN DIEGO COUNTY
'A" VALUE TESTS SHALL BE REQUIRED PRIM TO BE MADE BY THE CONTRACTOR UNDER THE SUPERVISION OF THE SAN 8" C. M. U. GROUT SOLID O
WNER/PERAff= J" DAVIS, PRESIDENT S.D.W.D. SAN DIEGUITO WATER DISTRICT
CONSTRUCTION. (PUBLIC) DEGUITO WATER DISTRICT. AFTER PAYMENT OF THE ESTIMATED COST BY o *5 @ 16" 0/C VERT . #4 NORTH
COUNTY CUSTOM HOMES S.D.P. = SAN DIEGO PRECAST
THE DEVELOPER. @ 24" 0/C HORZ. 1477 NEPTU#E AVENUE S.D.R.S.O. - SAN DIEGO REGIONAL STANDARD DRAWINGS
3 APPROVAL OF THESE DPROVEMENT PLANS AS SF MN DOES NOT ENCINITAS CA 92024
CONSTITUTE APPROVAL CE ANY CONSTRUCTION OUTSIDE THE 3• WHERE ELEVATIONS AND GRADES ARE NOT SOWN ON THE WATER MAIN
PRO, ECT BOUNDARY. PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH (760) 944 -1695 END:
GRADE OF STREET. NO. ITEM 6 STD. DWG. SYMBOL QTY
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -CE -MAY 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 2.5 " •
OWNERS CERT SCATE 1. WTALL 6" CLIP 6 GUTTER G-2 W LF
SHALL BE CONSTRUCTED, CU ECTEO AM TESTED PRIOR TO 12" C . M. U. GROUT SOLID
CONSTRUCTION OF BED CUD, CROSS GUTTER AND PAVING. 5. CONTRACTOR TO FURNISH ONE INCH COPPER MATER SERVICE AND METER
2. INSTALL 6' AC BERM! Cr-5 MW LF
C
BOX FAR EACH RESIDENTIAL LOT. o #6 @ 16 O/C VERT . 2 -#4
Do 5 THE EXISTENCE AND LOCATION OF EXISTING UVDERGROUNvO Q @ 32" 0/C HORZ. IT IS AGREED THAT
FIELD CONDITIONS MAY REQUIRE CHANGES TO 3 �'� i' MATER SERVILE LATERAL ! EA
FACILITIES SHOW ON THESE PLANS WERE OBTAINED BY A SEARCH 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE THESE PLANS.
4. INSTALL PCC ATE DRIVEWAY APIROV 6 1 EA
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. • 5. INSTALL
4' AC PAVEMENT OVER 6' AG BASE
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON 7. INSTALL FIFE HYDRANTS 2 FEET FROM FACE OF CUB. IF NO SIDEWALK IT IS
FURTHER AGREED THAT THE OWNER C HAN GE S, S , AL SHALL HAVE A
THESE PLANS. HOWEVER THE CONTRACTOR IS AEQUDED TO TAKE EXISTS OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE 16" C.M. U. GROUT SOLID
REGISTERED CIVIL ENGINEER MAKE SUCH CHANIGES ALTERATIONS OR 6. INSTALL !2'ki8' ACS INLET W /4" PVC GRAIN PIPE 1 EA
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY CONSTRUCTED. #8 @ 16" 0/C VERT . 2 - N5 ADDITIONS TO THESE PLANS WHICH THE
CITY ENGINEER DETERMINES J A9*lALT C CNDETE SPILLWAY, 0 @M► 3 EA
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT @ 24" 0/C HORZ. ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION
OF
SHOWN ON THESE PLANS. B. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER o THE 1* 8. INSTALL AC DRIVEWAY
APFVV W W,.SF
MAIN. 5.5 9<
MALL Z 9. INSTALL PCC DRIVEWAY APFOV (G 175 ST
6 LOCATION AND ELEVATION OF TS TO BE MET BY WORK 9, CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY v I FURTHER
AGREE TO C OMMEN C E
XISTI G WOW ON ANY IMPROVE SHOWN AN
OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY 2 " THESE PLANS WITHIN EXISTING CITY RIGHT - OF - WAY WITHIN 60 DAYS
TO BE DOW SHALL BE COMIFIRMEO BY FIELD MEA�EMENTS PRIOR 10. INSTALL MG4SONWWY EETADVINIt; .�9
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE RIGHTS - OF - WAY. 845 CONT AFTER! ISSUANCE OF THE CONSTRUCTION PERMIT
AND TO PURSUE SUCH
EXPLORATORY EXC:AVATIDVS AND LOCATE EXISTING WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, 11. INSTALL
8" PVC a 150 WATERLINE 395 345 LF
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN W1-EAE � � 2�5 THI
CT OR CNVDER MY CONTROL
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH f2 INSTALL NU FLED PCC BON DM (DETAIL q �'
b IM LF
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS-,OF-WAY, -i
13. INSTALL A102 BAOXING RIP�AAP PER 0-40 ® 2 CY
ACTUAL LOCATION OF EXISTING FACILITIES. CITY OF ENCINITAS RIGHTS-OF-WAY, PRIVATE EASEMENTS, AND THE
RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 6 ELECTRIC LIMES ARE ACCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER o
14. INSTALL 2 TON RIP -fb4P PER 0-40 ® 1'3 CY
COMPANY PRIOR TO STARTING WOW NEAR COMPANY FACILITIES DISTRICT OFFICE. N N5 @ 16 " 0/C TH COUNTY 'PRESIDENT
CUSTOM HOMES 15. SMD /(RAVE BAGS 100 EA
AND SHALL COORDINATE HIS WORK WITH COMPANY
REPRESENTATIVES. 11. PRIOR TO AWARDING WATER LINE CONTRACT, MF ER SHALL ADVISE KINITAS 7 NEPTUNE AVENUE 16. HYD�ED SLOPE
5th 7
ND
PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN 1 0 944- A 24 17. INSTALL hCX N BARRICADE MH9
26 LF
NOTICE. ALL ELECTRIC A GAS SERVICES WITHIN DEGUITO WATER DISTRICTS SPECIFICATIONS.
THIS PROJECT ARE 1NNDERGROU RA
vD DECLARATION OF RESPONSIBLE CHA RGE 18. INSTALL I' NA TER SERVICE CONECTIQY 6 EA
INSTALLATIONS". FOR LOCATION OF 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION 7. 0 '
ELECTRICAL CABLES AND GAS PIPING AND DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE 19. INSTALL 2" NATO?
SERVICE OOMECTION 2 EA
APPURTENANCES, CALL SD.G.6 E. FOP INSPECTION OF PROJECT. DETAIL "D" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR
THIS ESTIMATED "NTTRES
TELEPHONE. 1 800 422 -4133 (DIG ALERT) 13. FILL AREAS MUST BE COMPACTED TO 90%. PRIOR TO PIPE
MASONRY RETA.IrTING WAIL TYPICAL SECT70N PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE
8 THE CONTRACTOR SHAL NOTIFY PACIFIC BELL PRIOR TO INISTALLATION. CUT 1700 C. Y. *
BUSINESS A PROFESSIONS CODE. AND THAT THE DESIGN IS
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE 14. APPROVAL OF THIS PLAN BY SOW DOES NOT CONSTITUTE A WAAWI CK AVENUE @ 10 +38. 14
TO 11+40. ND FILL 800 C. Y.
HIS WORK WITH COMPANY REPRESENTATIVES. CONSISTENT WITH CURRENT STANDARDS.
REPR ESENTATION AS TO THE ACCURACY OE, THE LOCATION OF', OR THE N OT TO SCALE EXPORT 900 C. Y. *
EXISTENCE OR NON - EXISTENCE OF, ANY LMERGROUAC UTILITY, PIPE OR I UNDERSTAND THAT THE C7•EC K OF PROJECT DRAWINGS AND *
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
NOTICE ALL TELEPHONE SERVICES WITHIN THIS STRUCTURE WITHIN THE LIMITS OF PROJECT. SPECIFICATIONS BY THE CITY OF ENCINITAS IS
CONFINED TO A ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
PROTECT BIXNDARY ARE / REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WOW, OF QUANTITIES MAY VARY DUE
TO SHRINKAGE OR SWELL FACTORS) .
INSTALLATIONS ". FOR LOCATION OF 15 . ALL EXISTING FACILITIES WHICH 94Y AFFECT FINAL DESIGNU I.E. LINE «( 1 �OfESSlO MY RESPONSIBILITIES FOR
PROTECT DESIGN. '
CABLES A APPURTENANCES CONTACT CROSSINGS LINE PARALLELING, OR PROPOSED CONNECTION ECTION SHALL BE R ERT SOWARDS. RCE 26404 DATE
SOILS ENGINEER'S CERTIRCATE
PACIFIC BELL. FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS SI TURE IS FOR RETAINING WALL SECTION ONLY h c�, �a� S ��►
O PPRESSIO N
TELEPHONE 800 422 -4133 (DIG ALERT) WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON a �P = �p A •
" - I, DALE R. REGLI, A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF
IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER c• g �' r*+
9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER DISTRICT. �++ No 26404
�Q' �� qs F CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
CS I
EXISTING � INSTALL 22" x 18" BROOKS ° �° � Q � c MECHAN HEREBY CERTIFY THAT A SAMPLING AM STUDY
OF THE SOIL
CONTACT THE UTILITY AGENCIE ADVISE THEM OF THE PROPOSED a Exp. 3 31- N � O Z CONDITIONS PREVALEN WITHIN THIS SITE
WAS MAD= BY ME CR LANCER MY
IMPROVEMENTSr AND BEAR THE COST OF RELOCATIONS IF NEEDED. 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN GROUND CA TCH BASIN (#
1218) IE 176.00 i� * ,Lo m
APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS - 1- 4 'l,� c�v�� A<• u , N0 29577 ,� DIRECTION BETWEEN
THE DATES JUNE 3. 1999 AND JUNE 16, 1999 ONE
RETAINING WALL p�` EXp . 03/31/03 rn COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,
WITH MY
20 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY PER PLAN F Of CAI.`F
FECOMMENOATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
'1NNOERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT �
X� FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
APPURTENANCES CONTACT: TELEPHONE. 1- 800 -422 -4133 EASEMENT. REPAIR MAINTENANCE AND ANNUAL TESTING OF BACKFLOW CORE DRILL MASONRY Q
RECOMMENDATIONS INOLU DED IN THE SOILS REPORT FOR THIS PROJECT HAVE
PVC DRAIN PIRJE
DEVICE ARE RESPONSIBILITY OF OWNER. INSTALL 4" WALL TO FACILITATE A �A� CIVIL F BEEN INCORPORATED IN THE GRADING
PLANS AND SPECIFICATIONS. ALL G,PAOA16
11 POWER SOUSES AND RUNS SERVING STREET LIGHTS SHALL BE 4" PVC OUTLET IE 168.25 OF AL SHALL CE" at/ ArCG
Z
SHOWN ON THE AS -BUILT " IMPROVEMENT DRAWINGS. ALL 17. MINIMUM HORIZONTAL SEPARATION AF 10 FEET REQUIRED BETWEEN FIFE d I
C E4e1A, E A lECi CITY' S,QAD/NG gPDIitI/ItiC'E, f ,VO,QTH C�If/NTf'
/A//1745
SOURCE SHALL BE LOCATED WITHIN THE DEDICATED RIGHT - OF - HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VA UL TS. UTILITIES TO � �2X
COMPA�'7x�/EM;��t/ ,BCD � 1b Tf�/ESE fxAN3.
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER
ENCINITAS. SERVICES• SIGNED:
18. CONTRACTOR AND DEVELOPER IS RESPONSIBLE FOR RELOCATION OF ANY WAYME PASCO, R 29577 DATE
1
GE NO 00713 NO 713
12 ND PAVING STALL DONE UNTIL EXISTING POWER POLES ARE EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVE BOXES ETC.)
'+' Ex /30 m
RELOCATED OUTSIDE THE AREAS TO 8E PAVED. THAT ARE AFFECTED BY THIS PROTECT. DETAX NA' (W 10 +8844) EXP. DATE: SEPTEMBER
�, ��2001 � a
NOT TO SCALE
13 THE O0NTR4CTO R SHALL NOTIFY AND OBTAIN APPROVAL OF THE 19. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS
. OT GP
CITY ENGINEER PRIOR TO MAKING CHANGES IN THE WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A 9r
FCHN�
FIELD. MANNER ACCEPTABLE BY THE SAN DEGUITO M NTY WASTE DIVISION. FOF CALlf"
14 ALL SIGNS TO BE ALUM" WITH 3 FOOT HIGH INTENSITY TYPE 20 USE THE FALLOWING VAROIUS COMBINATIONS OF PLAIN ETD PIPE LENGTHS
\°
REFLECTIVE FACE OR EQUIVALENT. WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL ETD PIPE FOR CURVED EXISTING PROPERTY LINE
ALIGNMENTS IN BOTH HORIZONTAL AM VERTICAL DIRECTIONS. DO NOT BEND 9710m
15 CONTRACTOR SMALL REQUEST FROM THE ENGINEERING SERVICES DST. PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE \
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN
HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770) END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140
FEET TO 270 FEET. USE 19 -FOOT PLAIN ETD PIPE LENGTHS WITH DEFECTION
16 ALL CUT AND FILL SLOPES OVER THEME (3) FEET CREATED BY COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL 6"
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE
HYDROSEECIED SLOPES SHALL 8E IRRIGATED BY MATER TRUCK
AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGN MENT
UNTIL THE MIXTUE GERMINATES AND GROWTH IS ESTABLISHED. FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THAN Ac
94EET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICTS =
17 ALL LUMINAIRES SHALL PROVIDE TRUE 90' CUTOFF, AND ALLOW REPRESENTATIVE.
NO ESCAPE OF LIGHT ABOVk THE HORIZONTAL.
18 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION DETAIL V
Oti-Y. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE NO TO SCALE /
APPROVAL OR RESPONSIBILITY OF ANY KIND FAR THE DESIGN OR CA 4.5 �_
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) 3 s / EXISTING GROUND
lot 19 CONXNTRATED FLOWS ACROSS DRIVEWAYS AND /fit SIDEWALKS SHALL NOT ¢ ¢ A EXISTING ¢ 16'
12' 12' ¢ ,4' .6' 2'
SE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, W 10' 18' 7' 2 ' /L 2 ' 2 '
THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. E INSTALL MASONRY C/L
2 . INSTALL TYPE 4 MASONRY RETAINING WALL AS ~
20 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH N 6" TYPE 'G" RETAINING WALL PER
NOTED IN PLAN VIEW
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED > CURB AND GUTTER STANDARD DWG C -4 6" TYPE A "
6" TYPE "A.
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND WARWICK AVE '% 6" TYPE "A" AC BERM 2% SHEET
2. AC BEAM
SURVEYOR.
� i C BEAM 2X 2X ?X
21 THE DEVELOPER SHALL MAW THE LOCATION OF EACH SEWER
I >.► 2x `- - '~
LATERAL AND WATER SERVICE BY CHISEL THE LETTERS "S"
�-+ c� 2
AND "W'; RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE
ti
CURB. BRIGHTON
� r
20 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A ~
AN1�vER AND LOCATION APPROVED BY THE INSPECTOR. AVE. > INSTALL A AC PVMT IN 6 A" AC PVMT
M
OVER 6" AG. BASE OVER 6" AG. BASE
21 ALL WOW SHALL BE DONE IN ACCORDANCE WITH THE STANDARD � T
OVER 6" AG. BASE
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), = P
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD = g SECTION " SECTION" SFGT/OIV C C
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE , p TYPICAL SECTION TYPICAL SECTION TYPlOAAL SECTION
SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO s WARWICKAVENUE WARWICKAVENUE WARWICKAVEN UE
REGIONAL STANDARD DRAWINGS (LATEST EDITION). < g STA 8 +81.82 - 10 +41.40 STA: 11 +01.46 - 14 +80.14 STA: 14 +87.91
- 15 +26 01
22 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY o NOT TO SCALE NOT TO SCALE NC)T TO
SCALE
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY TI- TI =5.5 TI
ENGINEER. 'R" VALUE TESTS SHALL BE REQUIRED PRIOR TO VICIN►TYMAP
CONSTRUCTION. (PRIVATE) WT TO SCALE
ENC=AS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT CARDIFF SANITATION DISTRICT
APPR VED APPROVED' APPROVED
BY: BY: BY: or
GATE: /Ofty DA E: DATE:
.r�
1 0
REVISIONS APPROVED DATE REFERENCES DATE BEN SCALE �15,8 _ DESIGNED BY ORAPF BY CHECKED BY APPROVALS CI'T'Y
OF ENCINITAS ENGINIM.RM DEPAR DRAWIIVG NO. �
SNEtT j#vllm ®ER PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP VED IMPROVEMENT PLAN FOR:
RECORD: COUNTY OF SAN DIEGO,o Z p2, 1 I z
HORIZONAL N / A J BY: w�' BY:
FLOWLINE OF SEWER AT SOMMERSET wA NE p,, p V // ipa DATE. l�/ M "'� 535
VERTICAL N/A ��E 9 AYNE PASCO a
AVENUE AND SHEFFIELD AVENUE R.C.E. NO . 29577 DATE. C . _ _ 0 DATE: - a WMWICKAVENUE
- 4
EL- 173.25 EXP. 3 -31-03
WORK PROJECT NO. TPM 98 -172 SHEET 1 OF )K +
® PE 742
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