6999 •
GENERAL NOTES PLANS FOR THE CONSTRUCTION OF
WORK TO REDONE
1 NO FEE
ANY mm AN THE s7wT Av br-w r� �mpN/TAS ENG/NE£R/NG DEPARTMENT MELBA ROAD NORTHERLY SIDEWALK IMPROVEMENTS PR /MPROVF AND CONSIST OF
7HE CYRCANNG OF TO BE DONE A D STAND TO 7HE SPECIAL .
f'ROWSIONS; AND THE fGLLOHING SPECRCA AAYS Of THESE PLANS AND STANDARD DRANINGS•
2 171E STRUCTURAL ZCnAN SHALL BE AS SHOINV ON RESF PLANS SEE&HEFT 2 FOR
TYP ICAL S1CnANS STANDARD 505004 UO2
J. APPROVAL OF THE3Z•IMPROVEMENT PLANS AS SHOWN DOES NOT C0VSn7UTF APPROVAL FROM N A R D ® RD . T O O N I A D ® I 'GREENBOOY'STANDARD
WaRCAnAN FO? PUBLIC NARKS CONS)W0flaV (2009 01flaV).
OF ANY COVST umv OUTSIDE 7H£PROwE•CT BOUNDARY
2 CAL/FA4/V/A DEPARTMENT OF 7RANSPA4TA776YN, 'WANUAL OF 7RA7F/C CAVIRLES FOR
4 THE EX/S01ICE AND LOCAnOV OF EXISTING UNDERGROUND FAOLIIIES SHORN ON 7HE3W C007RUC776W AND MAINTENANCE HARK ZONES;'(1996
EDInON)°
PLANS WERE a4TAINED BY A SEARCH OF AVA/[ABLE RECORDS TO 171E BEST OF OUR IN THE Y SAN DIEW170 WATER 01SNOT STANDARD ,9°EaRCANNS
KNO 7HE77E ARE NO ON ' EXISTING FACILITIES EXCEPT AS 9Y0'W ON THESE
PLANS�R, THE CblV1RAC7OR lS REQUIRED 70 TAKE PRECAUACK4 M£ASI/RES STANDARD ORAlNNGS
70 PROTECT ANY m77NG FACLIIY SHOWN HEREON AND ANY W //QV/S NOT Of &CM 1. =NTY OF SAN DIEGO REGIONAL STANDARD DRAWNGS-AUGUST
2009.O7 NOT SY/OWN ON 17 E3E PLANS CITY o ENCINITAS
2 SAN Dl£GY/lT0 WATER D ISTRICT STANDARD PLANS
5. THE LOCAnCN AND EZEVAnCW �/MFROPEMEN75 TO BE JOINED BY TWaRK fYRO°OSED HEREON
SHALL BE CANRRMED BY RaD MEARIAEmms PR/O? 70 CANSTRUCnGW OF NEIL off THE
CONTRACTOR SHALL MAKE EXR06A7ORY EXCAVATONS AND LOCATE ALL EXISANG UNDERGROUND
FACIUnES PRIOR 70 771E START AF ANY y KRK Wt//pW �CRR�O�SS•NEW STORM DRAIN PIPE
RAND®YREi?SIA &717 ARY BECA�OF A dZ617 11�r EX/SANGy ApUnES T� T� LEGEND
6 A. THE CAN7RAC70R SHALL NOnFY THE SAN DIEGO GAS & EZEC7R/C COMPANY PR/AR TO STORM WA (GR POLLUTION CONTROL 1T OL BMP NOTES D£SLR/PnON
,Fj2Qlf}a �1MB� lLIY
STAR ANG HARK NEAR CANPANY FACL/n s AND SHALL comm 7E HIS HARK WITH
COMPANY REPRESE/V2A 77WS EXIST CABLE TEZEWSIGW UNE. . . . . . . . . . . . . . . . . . . . —
— — o
EXIST WA7ERMAlN. . . . . . . . . . . . . . . . — — — w
NOnLZi ALL EZECIR/CAL AND GAS SERWCES Wf1H/N THIS PRO ECT ARE s11 DIST SEWER LINE: . . . . . . . . . .
. . . . . . . . . . . . . • . •- - - S
'UNDERGROUND INST41LA770NS: FOR LOCAnA'V OF EZ£C7R/CAL LWNCRBtf FANOUT' a EXIST FLEC7R/CAL. . . . . . . . . .
. . . . . . . . . . . . . . . . — e —
CABLES AND GAS PIPING AND APPURTENANCES CONTACT 7H£ Ea7Sr 7ROHONE• , • • • • • • • • • • • • • • • • •
• • • • • • • • — t —
SAN DIEGO G S & LZ£CIR/C COMPANY. CONTRACTOR SHALL ESTA&19V AND USE"AN ADEDUA)EZY SIZED C0V0T7F WASHOUT AREA TO 06W)A/N WASHOUT WASTES LEUCADIA
o EXIST GAS MAIN — — — G
9ZEPHOVE 800) 422-4133 ON SITE ITS ILLEGAL M WASH CAVCRETE, SZIIRRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE S70RMWAIER BLVD. z
EXIST 57V M DRAIN. . . . . . . . . . . . . . . . . . . . . . . . . . ° SD=
CO VkEYANCE SYSTEM OR ANY RECIMING WATER. CONTRACTOR SHALL POST A S76N DESIGNA71NG THE WASHOUT LOCAnON v c s
B. 7HE COVmemR SHALL NOnfY THE PAORC lEZEPHONE COMPANY PR/A4 70 STARTING WL1PK z v 9y 9y EXIST CAVT(X/RS •
NEAR COMPANY FAK1770 AND SHALL C0001NAx 711TH COMPANY REPR£SZ m77WS o o -OF-WA UNE• • • • • • • • • •
• • • • • • • • • • • •ET
IEZEPHAUE (619) 546-3606 GAiYS•tRDGT70N Sl78 A o F EXIST LOT UNE.
C 7HE CW7RAC7OR NALL N077FY 7HE SAN D/EGUl10 NA7ER D/S7R/CT PR/OR 70 STARTING WG1RK A STABILIZED COYS7RUCnON SITE ACCESS SMALL. BE PROWLED FOR V NINES EGRESS AND INGRESS TO
AWWNT 7840000 EXIST GE7N7ERUNE -
NEAR COMPANY FACUAES AND SHALL COWD/NATF 97H COMPANY REPRES&M77 S C� p
DIRT OfF SITE IH/S SHALL INCLUDE U57NG MAZER/AL SUCH AS 624 k AND/OR CARRUGAlE7J S1EEZ PANELS/1'LATLS n B�jP E N C I TA S EXIST CCP
CROSS ARIER . . . . . . . . . . . . . . . . . . . . .I
NOnCE:• F7 RaL0 OWEISIRICr A33C2� W1/ /,V 3 s21 CtN s
AOLVSTRD NON V"CZR4 ss EN v0•
D. 7HE COV)RAC1O4 -WALL NOnfY COX CABLE 7EZEWSTOV LEiI/PANY PR/OR 70 STARTING WGYlK `--
NEAR COMPANY FACUfla AND 9VALL COARDINA7F W hY COMPANY REPRESENTAflkES Y
A SY'£pRC AREA AWAY FRAM GUTTERS AND S77aRM DRAIN SMALL BE DE3IGNAIED FOR CO1/S7RUCnAN PEIIlCYES PARK/N� o
o NEW POO CROSS GUTTR . . . . . . . . . . . . "SORSD G-12 . . . JLJ� 760 $f°
PE7VlCYE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE ALL MA✓OR REPO/RS SIfALL BE MADE OFF-677E x
Nona C�NTAcr cox 4&EE�LEigav P7AENNYNCES PROJECT z m o ���
1EZEPHONE°• (800) 422-41JJ EROSION CYWmL LOCATION MELBA RD. m���T9 NEW MA/LBOXX. . . . . . . . . • . .
. . DETAIL A/EFT 2. . . . O B 19 BOXES 16 Po$'
s
7 //CrAC SHALL RELOCATE ALL /N7ERFERING 7RAfRC SIOVS AS DIRECTED BY THE CIlY0 AN BY PROALE9 FOR ALL
RE57SN�SU CES 57/CH EROSIROYV CON]ROL M4 713 ADEQV/A)F Q40UND sA A FE DR. SgyT Cho MAILBOX WHENEVERTPOSSIBLE
NG
COVER WNETAnOV, AND 86VDED FIBER MATRIX. 9 Po q A PRA°OSED SPOT EZEVAnANS. . . . . . . . . . . . . . .
. . . . . --65
6 ALL #VRK SHALL BE DOVE IN ACMWANCF H1n/ THE STANDARD 9%aRCAnONS FOR PUBLIC 2
HORKS CONS7)RUCnOV 2000 ED/nAN), THE SAN DIEGO STANDARD SPECIAL PROWSrONS 10 qG o PROPOSED SANCUT LINE • —
— - 1,572
7HE STANDARD SPECR0AnNVS FAR PUBLIC NARKS CONS7RUCnOV ADOPTED BY THE SAN DIEGO NO EXCAVA710W AND GRADING AC71WnES ARE ALLOWED DURING WET WEATHER Z
REMOVAL STANDARDS COMMITTEE), 7HE SAN NOGG REGIONAL STAN ARD DRAWINGS (MARp!2000 9 a w REMOVE EXIST PA"ENT AND .SEE GE/V
NOTE 2. 8,230
ETI/nOYV1, CAL7RANS STANDARD PLANS AND STANDARD SPECRCAnANS (uf/LY 1992 EDInANJ,AND Dl►fRSION DIKES SMALL BE COWSIRUC7ED 10 CHANNEL RUNOFF AROUND THE CAVS7RUCnAN SITE
CONTRACTOR WALL BIRMINGHAM S9
7H£ CAL PROPISIOIlS FOR 7H/S PRO,LFCT. PR07ECT CIANNEZS AGAINST ER090V USING PERMANENT AND )EMPORARY EROS/CV COWRO! MEASURES: DRIVE W d���
REPLACE W B4'A�C PA"ENT
REMOW EITSANG PEGLFTAnOY ONLY WHEN ABSAMU7EZY NECESSARY LARD£PRA,E"CT F 9VALL BE CONDV07ED IN PHASES 777 O P P (4'AC = 2"AC
PWT t 2"AC OVERLAY)
A100 UNNEO£SSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR .SHRUBS UNNECESSARILY,° n
THEY HEZP DECREASE EROSION 5
7RENOV REPAIR 7z�7G7 24 LF
PER CITY OF ENCIN/TAS 1177L17Y TRENCH
TEMPORARY VEOETAnOV MUST BE PLANTED AV SLOPES DR HHERE co S7mum IS NOT/MMED/wRY PLANNED FAR BACKfILL & RESURFACING STANDARD
EROSION CONTROL NOTES ER05I0N CONIROY PURPOSES EROSION .SMALL BE PREPEN7ED BY PLAN7/NG FAST-CROWING ANNUAL AND PERENNIAL OVERLAY(CROSyNL/NE
TO UP OF GUTTER) • 14,460
GRASSES 177 SHIEZD AND BIND 771£SOIL 9r
L /N CASE EMERGENCY HARK IS REOY/IRED, CONTACT GREG S YMZDS AT(760) 685-5550, 24 SAN - ASPHALT TYPE PG64-2878
HLV/RS. PLANT PERMANENT PEG£TAnOV AS SOON AS POSSIBLE, ONCE'EXCAVA77ON AND GRADING AC71WAES ARE COMPLETE EUJO �(S£E SHEET
25 FOR PAVEMENT& OVERLAY PLAN)
LAGOO 6 TYPE 10' 00 8° IX/TIER G-2. . . . . . . . 1,248 LF
2. EQUIPMENT AND WORKERS FOR EMERGENCY NARK 9VALL BE MADE AVA/CABLE AT ALL nMES S2t m G-7. . . . . . �
:•: 5,070
DURING THE RAINY SEASON (OCTOBER 1 n7 APRIL 15)• ALL NECESSARY MA TER/ALS 9YALL BE WATER USA OF fOR DUST COYVTRCI� SJ�/ALL B£MINIMIZED. 4
PCC SIDEWALK SF
ST"P/LED ON Sl7F ON OCTOBER 1. AT CONkEWIENT LOCAnONS 70 FACUTATF RAP/D ON-SITE CONSTRDC170N YdT81UdL 57CIRdGB
CONSTRUCnOV OF 7£MPORARY DEWCES WHEN RAIN /S/MM/NENT. PR/VALE 4°PLC OR/VEWAY PM/T.• . . . . . . . . . .
. . . . . . . . • 1302
STORED MATER/ALS SHALL EI£ CANTO/NOD IN A SECURE PLACE 10 PREVENT SEEPAGE AND SP/[CAGE CANIRAC7CW SHALL p R/k
SF 0
THE ENG)N NG%NSPE PLANS 57fALL NOT BE MOb£D GW MOD/RED WITHOUT 171£APPROVAL AF STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT AF THE RA/N. cammooR SMALL PROWDE IncoNDARY
VICINITY CI NI T Y MAP
CONTAINMENT FOR ALL FUEL STORED LW-$IRE: (WID7H PER PLAN)
4° 7HE CON7R400R SHALL RES70RE ALL EROSION CONATOY DEK75 TO MWING ORDER 70 7HE NO SCALE
SA779rACnLW OF NE CRY ENGINEER AFTER EACI RUN-OFF PRO9UCNG RAINFALL PARING M OR REDUCE WALT ON OF?F, AG6 ATER F 8A S7O7C 870 KEPT ON-SITE S70QYPED MAY INCLUDE $Ol4
�
PARING MATER/ALS ASJ°7/ALT CANCRE7£, AGGREGATE BASE; ETC S70C(P/LES' SY•//ALL B£LOCATED AWAY RRAM 7777� R/w �
5. 7HE LC/V7RAC70R STI ALL INSTALL ADD/nONAL EROAAN CONTROL MEASURES AS MAYBE (M PTY CONLEN)RA?ED 37ORMWA)ER ROH5 AND S70RMDRA/N
INLETS S70WPILES .SHALL BE COVERED OR PROTECTED WAY SOIL PRIVATE 4'AC DAYWRA Y PNMT • 233
STAB/UZAnON MEA57/RES AND FRONDED NITH A TEMPORARY SEO/MEHT BARRIER AROUND THE PERIMETER AT ALL nMES O1H PER PLAN) �
REGU/Rm BY THE qTY ENGNEER DUE 70 AN /NCL'7MPLE7£ GRADING OPERAnOV OR UNfOW£S£EN Io
CRCUMSTANCZS WH ICH MAY ARIZ TBAffMVG
6 7HE CONTRACTOR SAAL BE RE3PCWSI6LE AND SHALL TAKE NECESSARY PREC4417iw 70
PREVENT PUBLIC ?R£SPASS OV70 AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONIR4C7VRS EMPLOYEES NH0 PERFORM CONS)RUCA0V IN ?H£ CITY OF ENpN/TAS SMALL BE TRAINED 70
BE FAMILIAR SHEET INDEX PCC DRIVEWAY• • • • • • • • • • • • • • . • • • . G-14A. . . . . . . <; . 4,000 �
WhY THE CITY CV ENCN/AS SOWWA £R PalVflaV COYMM REQUIREMOKS 7HES£BMP NO ES SIALL BE AVAILABLE 70
CDN /n0A! N
EWR to NE HM?KING ON SIT. THE PROPERTY OHNER(S) AND THE PRIME COWIR4C75R MUST INRARY SU9C6WR4C7O RS SHEET 1 -- T77LE SHEET w
Z ALL ORA7E71 HEREOA/ ASOUT S70RMWA7ER REGIR£M81/7S AND THEIR OWN RESPOVSYB/UnES: SHEET 2 -- STA 10100 IHRU 14100 �
£A O
7. ALL EROSION CONTRA! MEASURES FRONDED PER 771£APPROVED GRADING PLAN SMALL BE � lG1VAG�VP SHEET 2 TYPICAL SECTIONS MAT.
PEDESTRIAN RAMP• • G-29, C-30. 3 a
6 GRADED AREAS AROUND THE PRA•ECT PER/ME7ER MUST GRAIN AWAY FROM 7HE FACE OF SHEET 4 -- STA 14100 THRU 19100 MOO. PEDES7R/AN
RAMP• • • • • • • • • • • • • . G-27, G-30. . . J 1 EA
CLW7RACTOR SHALL BE RE3POWSIBLE FOR PRO°ERL Y DISPOSING OF ALL WAS?£AND UNUSED C,WS7RUCnOV MATERIALS
a OFF AT THE CAVOYU57AV OF EAOV NARK DAY SHEET 5 -- STA 19100 7HRU 24100 m
DUMPING Or UNUSED OR WASTE PRODUC75 AN 7HE, GROUND, ;HER£ WATER CAN CARRY 7AFM /Nm THE C.NPFYANCE" J
SYSTEM/S STRICTLY PRAH/B/7£D. SHEE75 6-8 -- DRIVEWAY PRORLES G-30.
9. ALL REMOVABLE PR07EC77W DEWCES.SHOWN SMALL BE IN PLACE AT THE END OF EACH MOD. PEDESTRIAN RAMP. . . . . . . . .
. . . . . G-31,
WORKING DAY WHEN 7HE RP£ (5) DAY RAIN PRA3AB/UlY FORECAST EXGE•EDS FAR7Y PERCENT SHEETS 9-22 -- 25' STREET CROSS SEC77ONS I
1 £A <
(40X). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACV RAINFALL NO SEEPAGE•FROM DUMPS7ER .MALL BE DISCVARGED INTO STORMWATER. BEANS/DIKES SHALL BE PLACED AROUND SHEETS
23-24 -- EROSION CONTROL PLAN
DUMP57ERS TO DIVERT THE NA7URAL S70RM RUNOFF. DUMP97E'S.S//AU BE 6WEp(ED FRE0V8V71 Y FOR LEAKS DUMP57ER SIDEWALK UND£RDRA/N• •
• • . • • • • • • • • • •D-27. . . . . . . ( 32 EA •
LIDS SHALL REMAIN (XOSED AT ALL 77MES: DUMPS?ERS 97HO11T LIDS SHALL BE PLACED IWn!/N S7RU07URES WAY SHEET 25 -- PA IgMENT& OVERLAY PLAN W/5'LANDSCAPE
DRAIN
lMPERWOUS ROOFING OR COWRED WhY TARPS IN ORDER 70 A 0 RAIN CONTACT whY ANY (RASH MATERIAL REPLACE ALL EXIS77NG SIDEWALK
UNDE7RDRAINS PER SORSO 9-27
MANY CZ1VS?RU0n0V MA7ERIAL S /NaI/D/NG SOL PENa WRIER-BASED PAWN WHI(XE RUID-S BRO(EN ASPHALT AND 5'LANDSCAPE DRAIN . .
. . . . . . . . . . . . . . . . . . . . . . ® 2 4°A
ABBREVIATIONS COWCREIF, #VM AND CLEARED PEOETAnON CAN BE RECYCLED° 1VCYV-RECYOYABLE MATERIALS MUST BE TAKEN 70 AN -----
5® cn
APPRO°R/A7£LANORLL OR D/SPOSED OF AS HAZARDOUS WASTE. fOR /NfWMAnON OIV D15P0SAL OF HAZARDOUS M4 AERIAL. 9�T1 3'PkV STORM
DRAIN• • . • • • • • • • • • • • • • -�-�- IF pm
PWT = PARWNO CEMENT CONORETE ECR = END 00E�nNV DUMPS7ERS RM A�60 41 AT(800) 714-1195. F77R /NFORMAnON ON LANOf7LLS AND TU ORDER SAN DI EGO
REGIONAL STANDARD DRA KINGS 8 PkV STORM BRAIN• • • • • • • • • . . . . . . . . . . . . . . . . ____= 32 (F
AC ASPHALT CONCRETE BLYR = BEGN CURB RETURN PGLLUTAN75 SMALL BE KEPT UfF EXP05ZD SURFACES PLACE (RASH CANS ANO RECYCLING RELEPTA(XES AROUND THE
CANf.Y?E7E LUG• .SDRSD 8-63 . . . — � -- 1
-
LIP = GV77ER UP PAR = POINT OF REVERSED C1RPF DRAIWNG NO. XSCR/PAAN
X-GTR = CROSS GUTTER (R� = RADIAL BEARING �� — — — A
EP = EDGE OF PAVEMENT V T° = WRAICAL <
TC = TIP OF CURB HOR/Z° = HORIZONTAL
fZ = fZ01K/NE 5VRS9 = SAN DIEGO REGONAL PORTABLE 701LE75 MUST BE IN GOOD # RK/NG ORDER AND 0116WED 7REGUEN&Y FOR LEAKS: CON RACTAR SHALL SDRSD D-27
SIDEWALK UNDERDRAIN PIPE N07F- w
o /NV = PIPE INVERT STANDARD DRAIWNGS PROWDE SECONDARY COWLA/NMENT AND LOCATE PORTABLE 701LETS AWAY FROM STGWMDRAIN INLETS AN PERWG/S SDRSD
G-2 CURB AND GUTTER - COMBINED CON7RAClta? S`/ALL TAKE ANY NFa`SSARY PRECAUNCWS 70 PREPfNT ANY ASPHAL T OR Y
?B = TA° OF ETERM EXIST. = £X/SANG SURFACES O
o BC = BEGN CURB REOOI° = REQUIRED SDRSD G-7 SIDEWALK - TY91CAL SECTIONS CAV$7RUCnaV"IS FRAM ENTERING
7HE SE7!£R MANHQtES DURING CONSTRUCTION /F 7HE J
EC = END CJRPE PVC = PO!YWNYL OYLOR/DE P/f'E CONTRACTOR ALLOWS DEBRIS TO ENTER THE SZ'HfR SYSTEM 7HE CGW7RAC70R
SHALL a:
fH = RRE HYDRANT Pp ® pOHEq p ALL CGWS7RUCnOV DEBRIS SY/ALL BE KEPT AWAY fR(.lVM 7HE STREET, GUTIE7P, AND S70RMORA/N. CAVIRACTOR MUST SDRSD G-14A
CL7NCRETE DRIVEWAY (CONI7000US SIDEWALK) �PON•S&E FqR �OWNG 7HE DEBR4 REPAIRING ANY DAMAGE CAUSED BY RE DaRS
�/� ROVANR Y OVEC(AND CLEAN UP MATERIAL THAT MAY HA PE 7RAPEZED AWAY FRAM CaVSTRUCnOV 77E SDRSD G 27 CURB RAMP - TYPE A AND B NEW CONS7RUC776W
10 7HE SA77SrACnCW OF 771E CITY ENGNEER AND AT NO CAST TO 7HE CITY, AND FOR N
o S = RIGHT OF WAY CUP = CARRUGA7ED METAL PIPE
ST LT = STREET UGVT CAB = GS�A� Z�HO MIX FOR MARE/NFORMAnON ON STORA/WA7ER POIUnlTN CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE 3909
G-31 CURB RAMP - TYPE D PAYING ANY RNES IMPOSED BY 771E R£GAVAL WATER WAUTY CCmat BOARD fOR ANY
6 SPILL ASSOCA7ED WAY 1NE DEBR/S •
o D0NEER/NG DEPARTMENT, 07Y OF ENCN/TAS AT(760) 633-2770. v
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pFESS/ DESIGNED BY' J.T° DATE: APRIL 2010
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REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EN CI N I TAS
ENGINEERING DEPARTMENT DRAWING NO.
DESCRIPTION: 2}" CITY OF ENCINITAS BRASS DISK - - PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVE PUBLIC IMPROVEMENT PLANS
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STAMPED "ENC-51, LS 7322, 2008" TITLE SHEET Q
l LOCATION: SET IN CONCRETE ON THE TOP OF A HORIZONTAL AS SHOWN DATE: e MELBA ROAD ®®(�®®SI
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4 INCH SI/EDULE 40 PVC PERFORAMD d, 0 4'ASPHALT PER SDRSD G-7 SI/ONV AV PLAN SOUTH SID£/MPROV£A/ENTS
PIPE(PERFORAnQNS PLACED DOW) OVER (2'AC OVERLAY, TYPE C2 P664-2878 8" 12° 4°ASPHALT �®� �2-�
MINIMUM 31NOVES FREE DRAINING GRAVEL 0o OVER 2'AC; TYPE C2 P664-287R) 24' (2'AC OVERLAY+ TYKE• C2 P084-2878
OVER GLASS 1I A.B. 36° OVER 2'AL; TYPE C2 P664-28n7)
WD7N - n//CKNES4 70 BE DE7ERM/NED OVER CLASS d A R.
MliV 2 FEET BY R-VALUE TE575 (6"M1N) nllGl(NESS TO BE DE7ERM/NED "STREET W07H VARIES AT STAnONS° 10+40.00 to 10¢7500
MAX 3 fEET O7E 3 BY R-VALUE 7ES7S (6'MIN) 18*00..00 to 16f21.25
17+06.61 to 17120°00
18+2500 to 23+20.03
SUB DRAIN DETAIL 18' MELBA RD.
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UNDER 7HE RE3'/DENAAL STRUCTURES AND INTO 7H£ 1. FACE OF MAILBOX SI/ALL BE 8'BEH/ND CURB FACE
ADJACENT NEW CURB GY/T7fR AND STREET AREAS 2 POST 7D BE PIPE; SWO07H RN/ST!° 3"IRON PIPE (MIN) OR APPROVED EQUAL. NOTE :
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o // '® cn PROJECT MGR.- G.O. _ JOB NO.:091273_
e� No. 59286 m C O N S U L T N T S
t - W EXP. 6/30/99 2710 Laker Avenue West Civil Engineering ENGINEER OF WORK:
INTERSECTION OF MELBA RD. AND NARDO RD. CONTRACTOR TO VER/FY A1�E EXACT
i ELECTRONIC DATA FILES ARE FOR REFERENCE lAr * Suite 100 Planning
LOCAnON OF£X/SANG UAUAES IN e
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N SC4X 1"= 10' 1-HE FIELD PRIOR TO CONSTRUCW(f q� pQ�
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- Fax: 760-939-8680 /JOANNE S. TYLER / DATE:R E: °159286
_ .Ca i�d I JiJ/6
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EWN CI N I1TA
S ENGINEERING DEPARTMENT DRAWING II NO.
DESCRIPTION: 21" CITY of ENCINITAS BRASS DISK PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS
FOR:
a STAMPED "ENC-51, LS 7322, 2008" DETAILS & SEC°n®NS
LOCATION: SET IN CONCRETE ON THE TOP OF A HORIZONTAL AS SHOWN p
DATE: !® MELBA ROAD
> CATCH BASIN ON THE WEST SIDE OF BONITA JOANNE S. TYLER BY: BY: ®®670 T SI
p DRIVE 400 FEET NORTHERLY OF SANTA FE DRIVE VERTICAL AS SHOWN R.C.E. N0. 59286 LEROY BODAS PETER COTA-ROBLES
-NORTHERLY STREET IMPROVEMENTS AND WIDENING
DATUM: CCS 83, 1991.35 EPOCH, U,S, SURVEY FT ENGINEER 6/30/2011
ELEVATION:292.088 (NAVD88) EXP. DATE: DATE: CMS10B SHEET 2 F 25
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