2000-6514 I (Plans) C17 Y O CARLISBAO
GENERAL NPROVEMENT NOTES ENCINITAS SANITARY DISTRICT SEWER NOTES PUBLIC IMPROVEM PLANS s�
ALL NAB SHALL BE DONE W ACCORDANCE WITH THESUNDARD ALL WA)RK SI' U REDONE W ACCORDANCE WITH THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDfMM ?HF SPEC/FICA 770NS FOR PUBLIC WORKS CONSTRUCTION, (LA TEST EDITIU7IV) ?HE
. UROM
SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAIL/ QUAIL GARDENS DRtVE
DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL "J3n u
J
STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL
PROVISIONS: PROVISIONS:
STA 43+19 STA 61+30 ® OIIMmm
1. A PERII1MTSfI9 L BED f7Qt7Rf TREENCINTT?AS ENONEERIIIG i TRE7Vf;7S NIDTfr SfOtLL BE PER SDRSD 1�f S•4 fJI10ES5 1 MDTED
SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF r `
WAY. Z WE AND BE�IING CONDITIONS '"'"" �
(A) ALL PIPE SHALL HAVE 4' AMNIUM 0F3V ft 0%V1FD ROCK � /s DRAWING � �
I ?HE STRUCTURAL LBE - - -0 PDANCEi�MMCITY BEINEATH THE PIPE . I P�`R�� �A I CIVI � lrE DRA GS LEG OF A ATIOIrS `
EINCINITAS PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE REQUIRED awl
PRIOR TO CONSTRUC770N. M7 V.C.P. ANDA.B.S. TRi15SPIPEGFR01D /1lOTT�71FOOt�P�ETt? 17 ENCINITAS RANCH TIN 94-066 DING. 5661 -1 5790 -(
A(aP ASBESTOS CEMENT PIPE
INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED RIS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PL41MS
S APPROVAL OF THESE AfS SI7DidN Ol7E'S NOT AGGREGATE, NATIVE FREE - DRAINING, GRANULAR MATERIAL HAVING A SAND SOUTH MESA DWG. 62064 S 6318 -G S.C. AN
CURVE
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT EQUIVALENT OF 30 OR BETTER. t� FURTHERAGREED THAT THE OWNER(DEVELOPER) SHALL MVEA
4i
BOUNDARY REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ASSESSOR'S PARCEL NUMBERS a V.C. r BEGIN VERTICAL
9w
� P. V.C. Ail1b A. S 3. SOLID WALL RPE 8ED01MG FROrr1BdTTOfTOF P'AeE TO ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS
S Ott tiTILP�S iN' fFIINTHESTREETRR�i1 `-0E- �"1•SHJ�L BE 12WCHE5 MINIMUM ABOVE THE PIPE SHALL BE 3/4 INCH CRUSHED ROCK. DETERMINES ARE NECESSARYAND DESIRABLE
FOR THE PROPER � ���
A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES 256-233-15, C.B. CATCH BASIN p
CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF ARE 1 % OR GREATER. COMPLETION OF THE IMPROVEMENTS. 157 -011 -01, QZ 09, ?4 11, 1Z 1Z
14 ?A 16, 17 C.O. CLEAN OUT 40""
BERM, CURB, CROSS GUTTER AND PAVING.
S THE E7CISTEINCEAII�LOC�tT1t7NOFEXIS 'TINGUNDERGRl7f11YOF�fG'l[IT1ES 3 AFTERCIDRIPLETIAVOFPIPEUYIIG , ALL AMf1KLIWSE91ER5,�'ER / RA�7THER AGREE TDC 'OIpIGENCEWt7R1C01SlIgV1'
90/MrAE � ��
ON THESE PLANS WERE OBTAINED BY SEARCH OF THE SERVICE LA TERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE �
SHOWN THESE PLANS WITHIN EXISTING PUBLIC RIGHT-OF-WA WITHIN 60 DAYS AFTER � DIA METER
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE A1PE IR1 OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE USED UNLESS ISSUANCE OF THE CONSTRUCTION PERMIT
AND TO PURSUE SUCH WORK E.C. END CURVE
OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. OT HERWISE DIRECTED BY THE INSPECTOR. ACTIVELYON EVERY NORMAL WORKING DAY UNTIL COMPLETED, !?RESPECTIVE
E.C.R. END CURB RETd171V
AND INDEPENDENT OFANY OTHER WtORKASSOCIATED WITH THIS PROJECTOR NOTES : E.D. ENERGY DISSAPATORR VICWTY
HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY 8 THE CONS I RUCTION OF P.C.C. SEWER WAR OLE M"U SE PER SDRSD NO. LAWOER #Y C
E. V.C. END VERTICAL CURVE NO SCALE
MEASURES TO PRC TECTANY EXISTING FACILITIES SHOWN HEREON AND 8.17. POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR R SHALL BE THE W 'O1TS RE
ffr TO w ESMT EASEMENT
ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. FRISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE d1!
WORK TO BE TONE
FAMILIAR WTTHAND IMPLEMENT REQUIREMENTS OUTLINED FL. FLOW LIME _
it LOiCA77ONAND ELEVATION Of IMPROVEMENTS TO BE AET BY YORK TO BE ACCEPTABLE FOR USE WITH 8INCH COLLECTOR SYSTEMS WITH !NAME T1 T&D DATE' WITHIN
THE FOLLOWING PROJECT PERMITS: PEG. FLANGED Aft NM S'a AEL 111FDOPItIN ANCE WITH THE STANDARD SPECIFICATIONS MP ICNR`NRIt'S
DOME SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO G.B. �� BREAR
INSPECTORS APPROVAL. ttA TEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY A INE CONSIRUC11c OF4 NICHSEVi'ERLATERAE PER SDRSD NOS 9 V COWRS! - STATE WA I Em RESOURCES
CON SOAM DWSMOF Ham• HYDRAULIC GRADELOW WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO
EXCAVATIONS AND LOC A TE EXISTING UNDERGROUND FACILITIES 514. LA TERALS SMALL NOT DISCHARGE DIRECTLY INTO MANHOLE. 4365 EXECUTIVE DRIVE, SUITE OW HEA TER
QUALITY ; GENERAL CONSTRUCTION ACTIVITY STORM M.P. NIGH POINT AEGIONAL STANDARD DRAWINGS (LATEST EDITION).
SUFFICIENTLYAHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PILAIW SAN DIEGO, CALIFORNIA 92121 DRAIN PERMIT W. BIPROVEMEINTS
E REVISIONS ARE NECESSARY BECAUSE OF ACT UAL LOCAT ION OF B THE CONS1RCA,'7 R OF CO11G'RETE ANCHOR WALLS PER SDRSD N0. 9 - 10, UM) 4, % 9 MO
OffRT LEGS
�'A-
EXISTING FACILITIES. T ' CXIFORW MeM COMM" CODtSfAIL PIcRlMIINO. LF LINEAR FEET
DECLARATION OF RESRONSIBLE CHARGE I.P. LOWPOIN DESM1it STD. DWG. symom
?HE CONTRACTOR SHALL AA? TIFF' SA11 ►DIEGOGASAd�1DELECTRIC�INPA1d1" T. ALL MNA43AtI1Y1tA1fRAtSSIML � N7TH47IrCHI6MNI6�IM LT LEFT
PRIOR TO START OF WORK NEAR COMPANY FACILITIES AND SHALL COVE M.H. MANHOLE TRACT BOUNDARY . ...............................
. ......... •
COORDINATE HISMER WORK Wi'TH COMPANY REPRESENTATIVES M T.S. (MOT TO SCALE
S THE FN1iAc LOl�A1TON AA1ND EI.EVATIOIV OF SEWER ARIAIIYS AAM7 LITERALS 1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PIPD;IECT RIGHT
OF WAY QC ................ ...............................
I� - -
TICE• ALL ELECTRICAL A1rC GAS SERVICES WI7HIA► THIS PRCUECT RILL BE SHOWN ON ORIGINAL AS-BUILT PLANS, PRIOR TO ACCEPTANCE ON CENTER THAT
! HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 1 (� � t ' C.C. JOINT OF COR1POfIAID CT1R�'
MFICH ARE UNDERGROUND INSTALLA TIONS ". FOR LOCAT ION OF MARK. CODE 1 HAT THE DESIGN I� E ONS% TENT WITH CURRENT PROFES R BASIS OF D EAR I 1 V G S . P!
1. /i01WT OF /NTERSEC7IDN � � - ........ ............................... • ......... -
ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES it ALL DE5R�7V C1SA11GE5 OF SEER I►NS MI /1PFI�VED 81�' TfIE CITY
............ .. ........... ....... _
A R.C. POINT OF REVERSE CURVE �.SE7MEiNTLNIF • . .. ... —
CONTACT SAN DIEGO GAS AND ELECTRIC COMPANY. TELEPHOW. BNGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE THE BASIS OF BEARINGS FOR THIS SURVEY
1S ?iSEC 1FORMIA P. R.V.C. POINT OF REVERSE VERTICAL CURVE
e (SO) 422 -4133 1 UIVERSTAIND THA7 THE CHECK OF PROJECT DRAAWIN SP
GS AND ECIFICA A O. PUSH ON A.C. PAVING . ............... ............................... .
III PILL AREAS RUST BE !'RILL ACTED TO 90 % PRIOR TO PIPE INMLA'I R7N BY THE CITY OF ENCINITAS IS CONFINED TO REVIEW ONLYMNO DOES NOT COORDINATE SYSTEM
NAD 83, ZONE 6, GRID BEARING BETWEEN
POR POR77OIN ............... ................
STATIONS 'ri 180044+61 EC' AND 81800 58+75 BC" ALONG THE I!' Ct11RB 6 GUTTER Ti'PE'Ls' ......
S ?HE°COINTRAC7t7�R SHALL I �l'JT 1FY PACIF71^ HELL PRIOR TO STARTING 1�Vt7MQ�lt' RELIEVE ATE AS AN ENGINEER OF WORK OF MY RESPONSIBILITIES FOR
R RA TE OF GR1fDE
NEAR COMPANY FACILITIES AND SHALL COORDINA TE HISMER WORK WITH ff. THE CON/ RAC OR SHALL N0�' THE DNS IRC IS FELD OPERA 104 PROJECT DESIGN• CENTERLINE
OF EL CAMINO REAL AS SAID STA TOW ARE
COMPANY REPRESENTATIVES DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR PUBLISHED IN THE CITY OF ENCINITAS HORIZONTAL CONTROL R.C.P.
REINFORCED COINCRETEPEE r ALAN CURR S GUTTER TYFF X2 ...... i ........ ................
NILSPECTION OF PROJECT. PHONE (760) 633 -2770. BOOK, i.e. N 0'2558" E. SAID BEARING AND THE BEARINGS RSSM RIGHT OF WAY
XI IW ?aEPFRW SERVICES tiWTFIIA►?W Pf'R7•IL�CT RIVERS S UM O A NTES CIVIL E NGINEERING, � HEREON ARE IN TERMS OF THE CALIFORNIA 1!'A
C. BERM TYPE 'A' .. . ......... . .. . .......� ....... - .. • ... _
NOTICE ALL E
#2 CONTRACTOR SHAtU CBTAW A PERMT FKW THECITY'SE-NM EERIM3 18 SPECTRUM POlN7F DRIVE, SU 609 AAD PT. RrAD1US POINT A PEDESTR/AIN
RAIMP TYPE7�'
BOUNDARY WNk;H ARE'UNDERGROUND INSTALLATIONS'. FOR � COORDINAlE S? •STEM NAD 83, LONE 6
LOCA T70N OF CABLES AND APPURTENANCES CONTACT PACIFIC SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY LAKE FOREST, CA 92630
MT. MGHT T '
U�'SNL'RETE SIDEWALK ..................... �� G8, C�1Uf ... ..
BELL TELEPHONE: (800) 4224133 NGHTS -OF -WAY. ST SIRED
T - • - -
( T HEC0WYMSCALEFACTORAtSTATIiOIV WISM'W?58Cis TC TOP OF CURB 1, ,
R /f SMLL BE THE RESAONSBIt17Y OF THE DEVELOPER T O COI NTACT THE II THE CTUR SI�t NO HEREBI'D17E5 �Att 110RR' FO A DRU J. AVERS R E 110.38474 EXP. 3✓31/01
DATE 0.VJM78 (GRID DI STANCE = GROUND DISTANCE X COMBINED t C TOP OF GRADE �T LK�7IT ?WV HE'S ................... ...... , ....... -
UT2ITYAGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS: AND PERIOD OF ONE YEAR AFTER THE DA TE OF ACCEPTANCE OF THE WORK BY SCALE FACTOR).
T R. TRACT BARRICADE ................. • • . • . • • • ....... .'1r ... •. . • ....... .
BEAR THE COST OF RELOCAT E NEEDED. THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, VC,
TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO CONTINUATION OF GENE IMP
RAL IMPROVEMENT NOM AAERT7C+4L CuRnE STREET NAW SIGN ........ > ............ .................. ..
111 ALL TELEVISIONN SERVICES WITHIN THIS PROJECT ARE VIVIDERGROUND DOMG, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIAL,
MFMAN AAFA DRAW . ................. ?
TALLATIONS'. FOR LOCATION OF CABLES AND APPURTENANCES WTHIN THE ONE YEAR PERIOD FROM DATE OF WITHOUT 27 ALL SIGNS SHALL REAL WITH 3M HIGH INTENSITY TYPE REFLECTIVE
�y .... ............
WS
CONTACT (MO) 422 -4133. EXPENSE WHATSOEVER TO THE OWNER, EXCEPTING ORDINARY WEAR AND FACE OR EQUIVALENT. SHEET IND EX EX57M STORM DRAIN
_ ..... ........ ... ................. ... —
TEAR, UNUSUAL ABUSE OR NEGLECT. . , .
tt. POWER SCLOVM AND RM SERD'M 917 E'ET LAWM SMI NFSIVM 22 ALL NEWS I RIPW AND SrA1VDRAS I W OF REDUNDANT ST R"w, S 11tL BE SHEET
STORM DRAIN _ .............. ............................... - .
ON THE 'AS BUILT IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE W. COINT RACIORSHALL FLOW41SH AND #157ALL,PER PFCFYCA I T E DiOME SYCONTRAICTOR. �*
DRAIN �r NOTES: 1 TITLE SHEET 6 N � STRAK#IT HEADN74iL T1�PE "a' .................. P
LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS APPROPRIAI F BURIED U77LITY WARNING AND IDENTIFICATION TAPE ABOVE RW1Lt BE THE RESPOIVSIBILIi'�DF
THE DEVELOPER TO P�tITDE STREET ST01�IY1 ............... - - -
E A
DEDICATED TO THE CITY OF ENCINITAS. ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER LA TERALS LOCATED
MI/THIN PUBLIC RIGHT OF OR EASEMENTS. . /TIME SIGNS AND TRAFFIC SIGNS BY THE CITY ENGINEER'S APPROVAL. cm INLET T YPE'W'r _ ..,
~ .... ...... • ....... • Q:� .............. •
NO PAINING SHALL BE DONE LINT i[ E.�1lVG POWER POLES ARE ? A1�X MAP S DETAIL SHEET
t2 It 716 BUIL DRAWINGS MUST BE SUBMITTED PRYOR TO ACS JV THE GEOTFCHNI CAL REPORTS CALLED OUT ON IMPROVEMENT PUN 433�GAMID 1: ALL STORM DRAINS
SHALL BE MM-0 t#&ESS 0 1S'E �� TYPE �- � _ .................. .
THE WORK. WORK. GRADING PLANS 43674 APPL Y TO THESE PLANS. A REGISTERED SOILS NOTED. � STREET SURFACE .................. .......
...... •
RELOCA7FD OUTSIDE THE AREAS TO BE PAVED, iT - OF
12 ALL LUMINARIES SHALL PROVIDE TREE 919' CUTOFF, AND ALL011`NO BYGINEER OR GEOLOGIST KILL SUPERVISE ALL GRADING ACTIVITY AND AOV1W t-0
SEWER AND WATER 04 T CH BASIN TYPE' - .... . Q: � ............ - - -
ESCAPE OF LIGHT ABOVE THE HORIZONTAL. ft THE DEVEL OPER ANA Y BE REMMED Tit 0RADEANACCESS RW TD ON COMPACTION AND ADVISE ON COMPACTION AND STABILITY OF 77•IE
SITE. GRADING NOTES 941 STORM DRAIN IMPROVEMENTS ar RISER INLET • ........................ • . 1:14 ............... _ _
ANlNTAIN ANY PUBL SEWERS CONSTRUCTED WITHIN EASEMENTS AND
X PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR NNFOItMATM SRM DITCH TYPE w ........................ *m ...............
40
14. THE CONTRACTOR SHALL AFOUESTFROV THE ENOWERTNG � AiAI AM Y TA BE REQUIRED
THE PUBLIC SEWERS. EQUIRED TO DEDICATE ADDIT IONAL ACCESS EASEMENTS TO OK Y. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL SEE SWEET 17
1? BRADING MOTES S DETAILS
DEPARTMENT A PRE - CONSTRUCTION NEE77NG AND SHALL PROVIDE AT OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF Mfg GRADING
PLANS PROPOSED SEWER MA M ....................... #4 .................
LEAST 48 HOURS OF NOTICE FOR SUCH A IMEE77NG. PHONE NUMBER 17 MMS7EWATER DISCHARGE PERWTS AND RU1 PERMIT IS ARF REMNRED THESE PRIVATE M4PROVEMENTS. (IFAPPLIC:ABLE.
E r �a E �s ATE It w S f7 V CONTROL KAM PROPOSED SEWER MANHOLE ............ • . , . X17
063-2770. PRIOR TO CONNECTION TO SYSTEM. SOILS �.rt� ............... _
LA NDSCAPE PLA
tS THE DEVEL OPEft SH3gl BE TfOATANI' IAIONURIENT' OR BERM ft PRIOR TO ACCEPTANCE O: MEW SEi+1ER RAW LESS TH, 36' INCHES 111 THE ENGINEER PREPARING T1
SE PC�IS WILL NOTCE RESPONSIBLE Ft"M OR � 47 RET 41M I N G WALL I'L"t D05'TING S�T+iiE7P AiV D M. M. _ ...... ............................... .
LNBLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL GEOTECHN ICS INCORPORATED:
A64RK INWH!S DISTURBED OR DESTROYED SHALL BE RE-E STABLISHED D 4 TER SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER CHANGES TO THESE PLANS MUST BE IN WRITING
AND MUST BE APPROVED BY UNDERGROUND SERVICE ALERT SEWER LATERAL .......................... ¢ ............. s
AND REPLACED BY REGISTERED CIVIL ENGINEER OR A LICENSED LAND COMPLETION OF TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR 1, FORMA. 1ORRE3 A REGISTERED
PROFESDIL AL ENGRFER THE
R (X EON AM
SURVEYOR. TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING. THE PREPARER OF THESE PUNS. STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS
IN THE FIELD OF RF W:TO FREE
E - • • • • ° _ • • • �• • • • • • • • • • • • • • • • • • • • • • - • • • • • • • CO.
Tf11ELOC ' TR711rOF•E,ACISEWERtA1L CTORSHALL PROVIDE FOR TFLEVISION INSPECTION .(SEC . 27. THE CONTRACTOR AGREES THATHESHALLASSOWSOCEA1W� :di1PCETE
APPLIED SOIL MECHANICS, HEREBY CERTIFY THATSAA� INGS AND I�22 -4133 S ET( /► App ....<..... �
......4p
3/6- 1.4.8). . RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF STUDIES OF THE SOIL COND177ONS PREVALENT WITHIN THIS SITE WERE •
� • • � • � � • • • • • • • � �
1S TfIEOEVELOPERSH, MLA 1C
AND WATER SERVICE BY CHISELING THE LETTERS 'S "AND "W' CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AW AIDE BY ME OR UNDER MY DIRECTION
BETWEEN THE DATES JANUARY TWO WORKING DAYS RETTI WING WALL ...................... ...............
RESPECTIVEL Y. 2 INCHES HIGH INTO THE FACE OF THE CURS It ArfALt AR1alNI911OCES, THEMIN1111fAKF7EL AACROS'S MA>WIdLE SHALL RE 0.1 F7' PROPERTY; THAT THIS REQUIREMENT
SHALL APPLY CONT7N000SL Y AND NOT IM AND MARCH 2W . ONE COMPLETE COPY OF EACH SOILS REPORT BEFORE YOU DIG SEE SHEET 17 FOt EROSk>I1 CONTI4OL SYm9OLS
17 THE ADDRESS OF EACH LOT SHALL BE FAMED ON THE CURB W A AT ANGLES LARGER THAN 45 DEGREES, ALLOW 0.2 FT. FALL. BE LIMITED TO NORMAL WORKING HOURS AND THAT THE
CONTRACTOR SHALL COMPILED FROM THESE STUDIES, WITH MY RECOMMENDATIONS, HA VE
MANNER AND LOCATION APPROVED BY THE INSPECTOR. MUST CALL ALERT OF SOUTFIERN AC A• NAIVE DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS
BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH FURTHERMORE, ! HAVE REVIEWED THESE IMPROVEMENT PLANS ID � NS M
N dpi Coarfoom a* SAN DIEGUITO WATER DMR&
UNDERGROUND SERVICE UTILITIES LOCAT FD PRIOR TO CONSTRUCT ION PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ES FURTHERMORE ERT7FY THA T
THE RECOMMENDATIONS INCLUDED IN THE SOILS 1AAwe uN ft bebrgh►g b ft croft There omk be W w '
1S ALL EXISI WG TREES WITHIN THEPUEIC RIGHT -OFWAY SIIIALL BEREXIOVED THIS CALL WILL BE MADE AT LEAST 48 HOURS PRIOR TO ANY FROM THE SOLE NEGLECT OF THE OWNER
OR THE ENGINEER. 4.t . r, PORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE ago" r�K at the M $6• The A°"f" W# Ob" you EXISTING S.D. W.D. WATER LINE
11 CONTRACTOR SHALL BE RE EFOIR THE REPUCEIMENTOFANY CONSTRUCTION. 1-M422 -4133. �' 'P ROVEMENT AND CIFICATI .....'1
........ ................... W , N
STRIPING PAVEMENT MARKERS, OR LEGENDS OBLITERATED BY THIS SEE SHEET 2 FOR CONMA7ION OF NOTES r now M' r--- -� PROPOSE S D.
N! D. NIA TELL LINE ............................... AP,
PROJECT. SAN DIEGUITO WATER DISTRICT NOTES N U p. 4.V27 EDGEGATE VALVE . ............................. � R wG.v.
w
E No:
BANS AND T O H� RAC TORS S R TTfTTP�PI4EPARE DETOUR sEE SHEET 2 9j1 OF ►v A " A S - BUILT" T M VACUUM M W ASSEMB[ 1'
� #
E` O XP. DATE. 3x31/171 ...... ..... P-!q ......... _ .. N.AA.R.
OFWORK. C . ................ ... .............. .
SAN ELIJO JOINT POWERS AUTHORITY NOTES aoWASSEAM�LY '`' ®•o w
SAN DIEGO COUNTY DEPT. OF HEALTH
P.E. EXP. DATE FIREHYDRANTASSEIMl9<1'(CMWFRCW 4 _ . P�f ............. f.H.
,4FFArRI sI�TFMCON17)"TONOFNOTES SE'ESHEET6 ^ REVIEWED BY: TER METER ............. . ............ a� .. _ ...........
;
���
EROSION CONTROL NOTES CORNERSTONE D I�� � - II�A SAN ELUO MW POWERS AUTHORITY
COMMUNITIES T - e
INSPECTOR DATE Fu(619)452 -3
SEE SHEET fQ bes (619)458 -9 Dr;.r Di• C*ftn& met -�p , c' �CaC) [� ...... ...............................
.
900 608 ��� WA '
COMMUNITY SERVICES COMMUNITY DEVELOPMENT SAN ELIJO JOINT POWERS AUTHORITY ENCINITAS SANITARY DISTRICT ENCINITAS FIRE PROTECTION DISTRICT SAN DIEGUITO
WATER DISTRICT Irmw
GATE VALVE_ .......................... t C 3 IJ!W - 1 .......... .
_ RECLAIMED WATER SYSTEM APPROVAL PUBLIC SEWER SYSTEM APPROVAL A AWAND VACUUMV9 WASSE11M9L' ..... • ... WTAk VRw 1.....
, .... _
�" � OETAiI 1 /RSV - 1
!M REVIEWED BY: DUDEK S ASSOCIATES, INC. '.:' VALID TWO NEARS FROM DA . •
- �C/..tC LtcE,r- i $OW-0FFASSEIMBLY_ .
APPROVED B - APPROVED S
APPROVED 8Y: Rb' D BY:
APPROVED BY: APPROVED B / Lr DMX 31RW2
IQECLAIIMED WATER ,
..
DATE: - t - DATE: DATE: DATE: f0 - / 9— 2 ORD 0 DATE: a1tI�CE • ..:... • ....... • ...........................
- ... •
�- DATE: Approval Expires 2 Yea►a After Date Signed ......
_ .
REVISIONS APPIR VED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: DESIGNED BY I DRAWN BY I CHECKED BY APPROVALS
C ITY O F E N C 1 IV ITAS ENGINEERING DEPARTMENT DRAWING NO.
PP pFESS /p M.M. M.M. I -
Aotxo
DESCRIPTION: TOP OF BRASS DISK �t'` - °' MA Y Fg a `�' o PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVED BY:
TM 94-066
11 PUBLIC IMPROVEMENT PLANS FOR
® ab S IN WELL MONUMENT. 940M a m
Hat2oNAL: AS vERS A►ss�c'rwrES o N. 3 9 41 • /�/�
RECORDED FROM: S.D. CO. VERTICAL 6514-1
A s 'L• LOCATION: STA. 64 +24 EL CAMINO REAL Civil
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText
NoText