2007-716 I (Plans) WORK TO BE DONE
IMPROVEMENT PLANS FOR
OWNER'S CERTIFICATE
IMPROVEMENTS CONSIST OF THE FOLLOWING.
!T IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS
THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIWSION STREETS ! FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS
SHOWN ON IT IS
AND STANDARD REFERENCE DRAWINGS INCLUDING THE SAN DIEGO REGIONAL STANDARD FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE
A REGISTERED CfWL
DRAWINGS (SDRSD), AND WATER AGENCIES STANDARDS (W.A.S) ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO
THESE PLANS
WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR
DESCRIPTION STD. DWG. SYMBOL QUANTITY THE PROPER COMPLETION OF THE IMPROVEMENTS
THESE PLANS WITHIN EXISTING CITY RIGHT-OF-WAY Wt THIN 60 DAYS AFTER
SUBDIVISION BOUNDARY ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY
I'll7'jtil -- ON EVERY NORMAL WORKING DAY UN77L COMPLETED, IRRESPECTIVE AND
LOT LINE r �i�l
f � ' ,t _ INDEPENDENT OF ANY OTHER WORK ASSOCIATED KITH THIS PROJECT OR UNDER
EASEMENT LINE — — — k� , �J
t1x MY CONTROL.
PROP. WATER (C900, CL200) y y 95 L.F. I
ENCINITAS OFFICE, L.P. A
8" PROP. PVC SDR 35 SEWER S s 980 L.F. i _ �j1rr � „ CALIFORNIA LIMITED PARTNERSHIP
" ;�;' . ,
r r ' ,r ;�»� i BY WIEGAND NEGLIA CORP, A CALIFORNIA CORPORATION
8" PROP. CL 150, C-900 RECYCLED WATER ti,� __ ".. ,� GENERAL PARTNER
RV 614 L.F. �° � �i � i ; i Ke
s , , �< ' �. ' 760 GARDEN VIEW COURT #200 ' '
EX. WATER LINE (w) two /¢ �i�j'r r ir.., r ; ,Y/ t �:�4�
J ENCINITAS, CA 92024 BRUCE WIEGAN PRESIDENT
EX. STORM DRAIN �1' jrlPY�'1 �f l } f
1 t r i j�', ��Af J �� "ia�� �x PHONE. 760-635-9073
Ex. toT LINES SUBDIVIDER /AUTHORIZED AGENT
I
/ j E
4 PCC SIDEWALK G-7 �� < `9: < � � �. � � • 4213 S.F. � ,"`� ..,� :� f �; ,. • �7; -. �' . ,� i �� ., r�_ - i�ta� �,�
,, ;`. ' -�_ �
r ? ., .� ._, THE SUBDIVIDER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE CITY
`
8" WATER VALVES :%, t _. ;„ � - OF ENCINITAS ANDS I rS AGENTS, OFFICERS AND EMPLOYEES FROM ANY CLAIM,
® 1 EA. r ( f <
` �z ACTION OR PR£CEEDING AGAINST THE CITY OF ENCINITAS OR IT'S AGENTS
5 OFFICERS OR EMPLOYEES TO ATTACK, SET ASIDE, VOID OR ANNUL AN APPROVAL
PROPOSED 6" TYPE G-2, CURB & GUTTER G-2 1,212 LF ��z�` ;��°'�c� �- " t ,; , < . ,. i � �, t �� ; i {�� � ;�"�,�� - i �
� ��'; �� „�JNl •2:���J-��'Dr_ri
FROM THE CITY OF ENCINITAS CONCERNING THIS SUED/V/S/ON WHEN SUCH ACTION
PROPOSED 6 CONC. TYPE G CURB G-1 365 LF IS BROUGHT WITHIN THE TIME PERIOD SPECIFIED IN GOV CODE SEC77ON IS
CONDI .37
THIS CER77F1CAT 66499 9
" "
PROPOSED 4 AC16 CL !! BASE �� 8,010 SF
� _ E' TIONED UPON THE CITY OF ENCINITA S PRO DING
VI
3r?' ,i, �• PROMPT NOTICE TO THE SUBDIVIDER AS PROVIDED BY THE ACT.
v
PROPOSED 8 SEWER MAIN (PVC SDR-35) S-4 (SDRSD) S S S 980 L.F. ___-._ �
PROPOSED SEWER MANHOLE (STANDARD) S-17 (SDRSD) --0-- 8 EA. ° ` ` -_ > � � - -'- -- ENCINITAS OFFICE, L.P. A '
CALIFORNIA LIMITED PARTNERSHIP
PROPOSED 4 SEWER LATERAL S-13 (SDRSD) OO --� 9 EA.
BY WIEGAND NEGLIA CORP, A CALIFORNIA CORPORA77_ ON, —.--.�
r , i ,. ,- . .. . . . GENERAL PARTNER
PROPOSED 2 WATER SERVICE WAS WS-01 1 EA. � y�� I ,(WAS) �� Ar �1 _�8�10�€I2 760
GARDEN VIEW COURT #200
" , �I;> I ` sl, rr ' : < : = ,:,"� ---- - ENCINITAS, CA 92024 BRUCE WI A PRESIDENT
PROPOSED 2 IRRIGATION SERVICE RECYCLED (WAS) WS-01 1 EA. / ; : s �,i s
t - T i ���la �IfE+u ..v r � �? �� �` -- PHONE. 760-635-9073
PROPOSED 2" IRRIGATION SERt7CE RECYCLED PUBLIC (WAS) WS-01 — 1 EA. �,��. i T� 1 a ;� = p� � ,,.
1 EA.
PROPOSED FIRE HYDRANT (PRIVATE COMMERCIAL) (WAS) WF-01
� ' 1 ,�� �� f, ���; ;� ' � LEGAL DESCRIPTION
- - = ',*`
i ✓✓✓
�,i- `, s - -�` BEING A SUBDIVISION OF PARCEL C AS DESCRIBED IN CER77FICATE OF
PROPOSED 2 BLOWOFF (WAS) WB-01 _� 1 EA. -
1 _, . BEl
bb x COMPLIANCE RECORDED JUNE 1, 2004, ROC #2004 0505958 OF O R., BEING A
// �i / ..
p - ` ` " ` PORTION OF 774E SE fy SW %wM SECTION 74, T135, R4'W, SBM, CITY OF ENCINITAS,
8 FIRE SERVICE INSTALLATION (WAS) WF-05 FS 1 EA. w--�$`�- x j ; ��`� '., ,,, ,y; `� � --�,� �, ''" ✓� ,�, y
r ,.r COUNTY SAN ST CALIFORNIA.
WC .rah, n+ _.<t.
DIEGO, AlT` LIFQR
p sl"5MRH N y ? �� �� ' '' = i.� r � �? � ASSESSOR PARCEL NUMBER: 258-130-88
OWNERSHIP GROSS ACREAGE. 221 AC.
POSED S UT C A EN ` S
PROPOSED PCC ALLEY DRIVEWAY G-12 (SDRSD) SF.
549 ,,, /� �� r „� � ''� " �j t ,� f 1 ,���
MODIFIED PER DETAIL sHr. 2 SOILS ENGINEERS CERTIFICATE
PROPOSED PR07EC77ON POST (WAS) W4-04 1 EA. rA REGlS7ERED CIVIL ENGINEER !N THE STATE OF CALIFORNIA,
PROPOSED STREET LIGHT (250W HPS) 2 EA. r ;��'h;�l��j PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,
HER1URY
CERTIFY THAT A SAMPLING ARID STUDY OF THE SOIL COND177ONS PREVALENT �
98 L.F. 84" .
PROPOSED STORM DRAIN 48" RCP, AND 84" RCP 33 L.F. 48" '` ' WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION
ON 4712' x`_
` ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY
-8 S 0 X=B; Y-6' D-9 SDRSD) O 1 EA. �` _� TOGETHER Wl7H UPDATE LETTERS AND MEMOS, INTH MY RECOMMENDATIONS,
HAS
f0 fSIC[/28lN BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
tEj - TYL� 8 hucEr e-A" �BONDIN O -2
N07� Q AN77 ARE FOR P
Q In r REVIEWED THESE IMPROVEMENT PLANS AND CER77FY THAT THE RECOMMENDATIONS
,/� ; ` � ; , '� .s=, INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN lNCORPORATEP IN
JF A S PRIOR TO CO ON. u�j v �/{ p
f�'�ED !6 aw (C-9C5) STO,?M 3 f27 4F 4 K 1 M 1 THE IMPROVE N D SPECIE/CAITONB
U� �" � ,�, � ti SIGNED:_
�� \ ` 100' 50' 0 100 200 300
ABBREVIATIONS ;- RcE NO _'% 9
EXP. DATE 3
AB AGGREGATE CONGRElE BASE � t-09___ W.0 l -rJ1 -dCI
AC ASPHALT CONCRETE MVC MIDDLE VER77CAL CURVE f j '/� .''�,, SCALE: 1' = 100' GE07ECHNlCS, INC.
t
NTS NOT TO SCALE / a
BC BEGIN CURVE P PAVEMENT fI ;r SAN DIEGO, ,,
BVC BEGIN VER77CAL CURVE
BW BOTTOM OF WALL PCC PORTLAND CONCRETE CEMENT 858-436-1000
C&G CURB AND GUTTER PCR PO/NT OF CURB RETURN SHEET INDEX
CL CENTERLINE PE PAD ELEVA7ON
KEY MAP LEGEND .
CO CLEANOUT PRC POINT OF REVERSE CURVE
E ELECTRIC PVC POLYVINYL CHLORIDE PIPE 1. 777LE SHEET STATEMENT OF ENGINEER OF WORK
EB EASTBOUND RT RIGHT 2. GENERAL N07ES & DETAIL SHEET o THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED
BY THE ENGINEER
PROPERTY LINE i
EC :END CURVE RW RIGHT-OF-WAY � SHALL COMPLY W/7H THE GENERALLY ACCEPTED STANDARDS AND PRACTICES
OF THE
J. ENCINITAS BOULEVARD ROAD WIDEN/NG PLAN & PROFILE SHEET „,, . . . . . Z � z ENGINEER'S TRADE OR PROFESSION.
THE ENGINEER FURTHER AGREES THAT THE WORK
ECR END CURB RETURN S SEWER _ LIMITS OF SHEET
EP EDGE OF PAVEMENT SO STORM DRAIN 4. ENCINITAS BOULEVARD MEDIAN PLAN & PROFILE SHEET W J m PERFORMED HEREIN SHALL
BE IN ACCORDANCE WITH 774E RULES AND REGULA77ONS
EQ EQUIVALENT SDRSD SAN DIEGO REGIONAL STANDARD DRAWING PROPOSED SEWER LINE S r REQUIRED BY THE CITY OF ENCINITAS.
EVC END VERTICAL CURVE SW SIDEWALK 5. SEWERLINE PLAN & PROFILE SHEET Q 2 n
PROPOSED WATER LINE — W Z a
6. SIGNAGE & STRIP/NG PLAN a
FC FACE OF CURB T TELEPHONE � � THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY 774E
CITY OF
FF FINISH FLOOR ELEVA7ON 7B TOP OF BERM/DIKE 7. MEDIAN /RR/GA77ON PLANS. PROPOSED RECYCLED WATER — RW — Q o ENCINITAS
IN ITS CAPACITY AS A PUBLIC EN77TY FOR THE PLANS PREPARED BY 774E
FL FLOWLINE TC TOP OF CURB g• NOTES AND CALCULA170NS SHEET. a TEABERRY ST ENGINEER IS NOT A DETERMINATION BY
THE CITY OF ENCINITAS OF THE TECHNICAL
FS FINISHED SURFACE 7F TOP OF FOOTING ENC/ y JD
SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND THEREFORE DOES NOT
G GAS TG TOP OF GRATE 9. IRR/GA77ON DETAILS SHEET. c� f NI TAS r RELIEVE THE ENGINEER OF RESPONSIBILITY FOR
774E PLANS OR DESIGN OF IMPROVEMENT
HP HIGH POINT TW TOP OF WALL 10.0(,-IRRIGATION DETAILS SHEET. SHEET NUMBER 13� z o BASED THEREON.
IE INVERT ELEVA7ON W WATER �' cn
LT LEFT 12. MEDIAN PLAN77NG SHEET. no < THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS,
ITS
1-9, PLANTING DETAIL SHEET. PROPOSED FIRE HYDRANT n 5177= rr1_1 OFFICERS, AGENTS AND EMPLOYEES FROM
PROPERTY DAMAGE OR BODILY INJURY
a m n ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER,
EXIS77NG FIRE HYDRANT 004 z Z 5 r a ITS AGENTS OR ITS EMPLOYEES, AC77NG WI7741N THE COURSE
AND SCOPE OF SUCH
COUNTY OF SAN DIEGO AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE
Deportment of Environmental Health EXIS77NG STREET LIGHT j p ENGINEER.
Land and Water Quality Division
PROPOSED STREET LIGHT
BENCHMARK NOTE: SANTA FE DR. BY: DATE:
VER77CAL DATUM FOR THIS PLAN IS NAVD 88.
MICHAEL H. SMITH
2.15' MUST BE SUBTRACTED FROM ELEVA77ONS RCE. NO.: 65090
SHOWN HEREON TO EQUATE TO NAVD 29 DATUM. 'l S G$ VICINITY MAP
GLENN LEEKS Date
Environmental Health Specialist NO SCALETw,
0
UNDERGROUND SERVICE ALERT ENCINITAS FIRE PROTECTION DISTRICT SAN DIEGUITO WATER DISTRICT PARKS & RECREATION DEPT. PUBLIC WORKS
DEPT. — ,/�J- hx1nc.
C) SEC77ON 421614217 OF THE GOVERNMENT CODE APPROVED: Band planning, clvli engineering, surveying
REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE
p ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE BY: / 2�ZZ�f� 5115 AVENIDA ENCINAS Q
VALID. FOR YOUR DIG ALERT LD NUMBER, CALL MfC4VA6G 9 S`M!rN ave OARLSBAD, CA. 92008-4387 �
UNDERGROUND SERVICE ALERT TOLL FREE: 1 (800) 1 � CIS/O8 DATE: l�'oS �/3o O
422-4133 TWO (2) WORKING DAYS BEFORE YOU DIG. BY: DATE Q (o5tj0 Ei df3 •t. (760) 931-8700
APPROVAL EXPIRES 2 YEARS FROM DATE SIGNED DATE BY: ODA E
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DEPT. °sslsN�n BY °aAwx ex c�c�n
-�
w �$ , APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWII' G NQ.
CITY OF ENCINITAS BENCHMARK
APPROVE
ARK N . 1031 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED eAV-4-1 APP R D IMPROVEMENT PLAN FOR
2.5" BRASS DISC STAMPED 'ENC-31 IN NW DATE: /`� BY: BY: QUAIL GARDEN CORPORATE CENTER 716 --1 `
- f� - /S •S'I COR. DRAIN INLET T, t 1-700' EAST OF HORIZONTAL SEE PLAN
.` le%p. AS-BUf4T fl/8 QUAIL GARDENS DR. ON NORTH SIDE OF R.C.E. N0. 65090
C*
2 e�su✓Gt/ RT euUE,s/B ? ENC. BLVD. vRRTtcAL SSE PLAN BY`�a'"� Og IC L . SMITH DATE: 16I. 2/ 0 S DATE:
40 O
ELEVATION= 182.995 NA VD 88 DATUM DATE EXP. 9-30-09 WORK PROJECT NO. 07-045 TM/DR/CDP SHEET
1 OF 1�
K. \,Lard Projects 411512008
GENERAL NOTES WATER NOTES (SANDIEGUITO WATER DISTRICT) SEWER NOTES STORM WATER POLLUTION CONTROL NOTES STORM WATER POLLUTION CONTROL NOTES(CONT.)
1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ALL WORK SHALL BE DONE IN ACCORDANCE
WITH THC STANDARD 1. CONCRETE WASHOUT 6. WASTE MANAGEMENT
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE ACCORDING FO THE STANDARD SPECIFICATIONS OF THE WATER AGENCIES SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
(LATEST EDITION),
STREET RIGHT-OF-WAY. STANDARD COMMITTEE. THE CON7RACTOR SHALL AND HEREBY DOES GUARANTEE THE SAN DIEGO STANDARD SPECIAL PROVISIONS Td THE STANDARD CONTRACTOR
SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONTRACTOR RESPONSIBLE
ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE CONCRETE WASHOUT AREA
TO CONTAIN WASHOUT WASTES C OR SHALL BE RESP BLG FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY SAN DIEGO REGIONAL STANDARDS COMMITTEE, SAND DIEGO ON CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE
9F ENCINITAS PUBLIC ROAD STANDARDS. 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL REGIONAL STANDARD DRAWINGS (LATEST EDITION)
AND THE FOLLOWING S/TUCCOTP ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED,
R VALUE TESTS SHAL BE REQUIRED PRIOR TO BE MADE BY THE CONTRACTOR UNDER E SUPERVISION OF THE CURRENT SPECIAL PROVISIONS: PLASTER
AND THE LIKE INTO THE STORMWATER
CONSTRUCTION. (PUBLIC) WATER AGENCIES STANDARD COMMITTEE (WASC), AFTER PAYMENT OF THE CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR NO
SEEPAGE FROM DUMPS7ERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE
ESTIMATED COST BY THE DEVELOPER. 1. TRENCH WIDTH SHALL BE PER SDRSD No.S-4 UNLESS OTHERWISE SHALL POST A SIGN OESIGNA77NG THE WASHOUT
LOCA770N.
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT NOTED. PLACED AROUND DUMPSIERS TO DIVERT THE NATURAL STORM
RUNOFF. DUMPS7ERS SHALL BE
CONSTITUTE APPROVAL OF ANY CONSTRUC71ON OUTSIDE THE 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN 2. PIPE AND BEDDING CONDITIONS :
2. CONS7RUCTON SITE AC CHECKED FREQUENTLY FOR LEAKS. OUMPS7ER LIDS SHALL REMAIN CLOSED AT ALL TIMES.
PROJECT BOUNDARY. PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH (A) ALL PIPE SHALL HAVE 4 MINIMUM OF 314 INCH CRUSHED DUMPS7E
RS WITHOUT LIDS SHALL BE PLACED W17HIN STRUCTURES K17H IMPERVIOUS ROOFING OR
GRADE OF STREET. ROCK BENEATH THE PIPE. A STASH/ZED EGRESS SITE ACCESS SHALL BE PROVIDED COVERED WITH TARPS IN ORDER TO AVOID
RAIN CONTACT WITH ANY TRASH MATERIAL.
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY 4, ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. FOR VEHICLES EGRESS
AND INGRESS TO PREVENT TRACKING DIRT
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF OFF SITE THIS SHALL INCLUDE
USING MATERIAL SUCH AS GRAVEL
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS
CONSTRUC77ON OF BERM, CURB, CROSS GUTTER AND PAVING. 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER PIPE TO 12 INCHES MINIMUM ABOVE THE
PIPE SHALL BE SAND, ,
BOX FOR EACH RESIDEN77AL LOT. GRAVEL, CRUSHED AGGREGATE, NA77VE FREE-DRAINING AND/OR CORRUGATED STEEL PANELS/PLATES BROKEN ASPHALT
AND CONCRETE, WOOD AND CLEARED VEGETATION CAN BE RECYCLED.
5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. NON-RECYCLABLE MATERIALS
MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE J. CONSTRUCTION VEHICLES
HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. ((C P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING
FROM BOTTOM A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRA/N SHALL
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON 7 INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB IF NO SIDEWALK W PIPE TO 12 INCHES MINIMUM ABOVE
THE PIPE SHALL BE 3/4 HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATON ON LANDFILLS AND
BE DESIGNATED FOR CONSTRUC77ON THESE PLANS. HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE EXISTS OR 7 FEET FROM FACE
OF CURB WHERE SIDEWALK WILL BE INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY ON VEHICLES PARK/NCI, VEHICLE TO ORDER DUMPS7ERS CALL EDCO AT
(760) 436-4151.
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY CONSFRUCTED. WHERE PIPE INVERT GRADES ARE 1% OR GREATER. REFUELING, AND ROUTINE EQUIPMENT
MAINTENANCE. ALL MAJOR
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT REPAIRS SHALL BE MADE OFF-SITE
SHOWN ON THESE PLANS. & PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER J. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING
MAIN. SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN 4, EROSION CONTROL RECEPTACLES AROUND THE SITE
6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE
TO BE DONE SHALL BE CONFIRMED IMPROVEMENTS
FIELD MEASUREMENTS PRIOR 9, CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. EROSION CONTROL
MUST BE PROVIDED FOR ALL EROSIVE
OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY
FOR LEAKS
TO CONSTRUC77ON OF NEW WORK. CONTRACTOR WILL MAKE RIGHTS-OF-WAY. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER SURFACES
SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND SDRSD No.S-17. POURED /N PLACE MANHOLE BASES SHALL BE A AGAINST EROSION BY INSTALLING EROSION
RESISTANT SURFACES
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE MONOLITHIC POUR FINISHED COMPLETE AT
THE TIME OF POUR. SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER FROM STORMDRAIN INLETS ON PERVIOUS SURFACES
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS-OF-WAY, PRECAST MANHOLE BASES ARE ACCEPTABLE FOR
USE WITH 8-INCH VEGETATION, AND BONDED FIBER MATRIX.
ACTUAL LOCATION OF EXIS77NG FACILITIES. CITY OF ENCINITAS RIGHTS-OF-WAY, PRIVATE EASEMENTS, AND THE COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. ALL
CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORAIN.
RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER 5. THE CONSTRUCTION OF 4-INCH SEWER LATERALS SHALL BE PER CONTRACTOR MUST
ROU77NELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER NO EXCAVA77ON AND
GRADING ACTIWTIES ARE ALLOWED DURING
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES DISTRICT OFFICE. SDRSD Nos.S-13 AND S-14. LATERALS SHALL NOT DISCHARGE WET WEATHER. FROM
CONSTRUCTION SITE.
AND SHALL COORDINATE HIS WORK WITH COMPANY DIRECTLY INTO MANHOLES.
REPRESEN TA 77 VES. 11. PRIOR TO AWARDING WATER LINE CONTRACT OWNER SHALL ADVISE 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN PROSPECTIVE CONTRACTORS TO OBTAIN AN!) REVIEW CURRENT WATER SORSD No.S-10, TYPE A. DIVERSION DIKES SHALL
BE CONSTRUCTED TO CHANNEL RUNOFF
AGENCIES STANDARD COMMITTEE SPECIFICATIONS. AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT
THIS PROJECT ARE "UNDERGROUND Z ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42-INCH CHANNELS AGAINST EROSION US/NCI PERMANENT AND TEMPORARY
INSTALLATIONS . FOR LOCA77ON OF 12. THE CONTRACTOR SHALL NOTFY THE DISTRICT'S INSPEC77ON MINIMUM COVER. EROSION CONTROL MEASURES.
ELECTRICAL CABLES AND GAS PIPING AND DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE g, THE FINAL LOCATION AND ELEVATON OF SEWER AND WATER
MAINS
APPURTENANCES CALL SD.G.& E FOR INSPECTION OF PROJECT. AND LATERALS SHALL BE SHOWN ON ORIGINAL AS-BUILT PLANS,
TELEPHONE: 1 $DO 422-4133 (DIG ALERT) 13. FILL AREAS MUST BE COMPACTED TO 907 PRIOR TO PIPE PRIOR TO ACCEPTANCE OF WORK. REMOVE EXISTING
VEGETATION ONLY WHEN ABSOLUTELY t"l
8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO INSTALLATION. 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE NECESSARY. LARGE
PROJECTS SHALL BE CONDUCTED IN PHASES V_
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR TO AVOID UNNECESSARY REMOVAL OF THE
NATURAL GROUND
14. APPROVAL OF THIS PLAN BY SDWD DOES NOT CONSTITUTE A ° i+�
HIS WORK WITH COMPANY REPRESENTATIVES. REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR THE PUBLIC USE. COVER. DO NOT REMOVE
]BEES OR SHRUBS UNNECESSARILY, Z o �/
EXISTENCE OR NON-EXISTENCE OF, ANY UN'DERGROUNO UTILITY, PIPE OR 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTAL- THEY HELP DECREASE
EROS/0N. cQ -A
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS
PROJECT BOUN,QARY ARE "UNDERGROUND STRUCTURE WITHIN THE LIMITS OF PROJECT. LA TON N Q
INSTALLATIONS . FOR LOCATON OF 15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE 11. THE CONTRACTOR SHALL NOTFY THE DISTRICT'S
FIELD OPERA77ONS TEMPORARY VEGETA7ON MUST BE PLANTED ON SLOPES OR WHERE Q
CABLES AND APPURTENANCES CONTACT CROSSINGS LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE DIVISION 48 HOURS IN ADVANC OF BEGINNING ;WORK TO ARRANGE
CONS TRUCTON IS NOT IMMEDIATELY PLANNED FOR EROSION O J
PACIFIC BELL. FOR INSPECTON OF PROJECT 760) 633-2770. CONTROL PURPOSES EROSION SHALL BE PREVENTED BY q Q
W
TELEPHONE: 1 800 422-4133 (DIG ALERT) FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS �
WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING PLAN77NG FAST-GROWING
ANNUAL AND PERENNIAL GRASSES TO W Q
9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER SERVICES DEPARTMENT FOR ANY EXCAVATION
WITHIN EXISTING CITY SHIELD AND BIND THE SOIL. vWi ti
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER DISTRICT. RIGHT OF WAY.
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. 13. THE CONTRACTOR SHALL, AND HEREBY DOES GUARANTEE ALL 29
16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN WORK FOR A PERIOD OF ONE YEAR AFTER TIIE DATE OF ACCEPTANCE PLANT PERMANENT 1EGETATON
AS SOON AS POSSIBLE; ONCE w
10 6LL TELEVISION SERVICES WITHI THIS PROJECT ARE APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE
ANY EXCAVA77ON AND GRADING ACTVI77ES ARE COMPLETE 24'
N SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OR ALL SUCH WORK TOGETHER W11N ANY OTHER WORK WHICH °
UNDERGROUND INSTALLATIONS . FOR LOCATION OF CABLES AND OUTSIDE CITY OR COUNTY RIGHT-OF-WAY OR OUTSIDE WATER DISTRICT MAY BE DISPLACED IN SO DOING, THAT MAY
PROVE DEFECTIVE IN WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. °o
APPURTENANCES CONTACT TELEPHONE: 1-800-422-4133 EASEMENT. REPAIR MAINTENANCE AND ANNUAL TESTING OF BACKFLOW WORKMANSHIP ANDIOR MATERIALS WITHIN THE ONE
YEAR PERIOD
DEVICE ARE RESPONSIBILITY OF OWNER. FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER 174.48 TC i a v I;u
m
11 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE ON-SITE CONSTRUCTION MATERIAL STORAGE a m � v --� 174.48
FL °} °' Q m Cr-
SHOWN �00 ON THE "AS-BUILT" IMPROVEMENT DRAWINGS. ALL 77. MINIMUM HORIZONTAL SEPARATION
OF 10 FEET REQUIRED BETWEEN FIRE TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL Q ~o o N 2 j v
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT-OF- HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. UTILITES TO ABUSE OR NEGLECT. STORED MATERIALS
SHALL BE CONTAINED IN A ° p
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER 14. CONTRACTOR SHALL FURNISH AND INSTALL PER
SPECIFfCATONS, SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. �o v o v `� �� v cn U v v: o ci p
ENCINITAS. SERVICES. THE APPROPRIATE BURIED UTILITY WARN/N6 AND IDENTIFICATION CONTRACTOR SHALL STORE THESE PRODUCTS WHERE ° o
p Ci a Y �' �` I tip'
18. CONTRACTOR AND DEVELOPER IS RESPONSIBLE FOR RELOCATION OF ANY TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER THEY WILL STAY DRY
OUT OF THE RAIN. CON IRACTOR ° o Lo z ° ° o `� "� °j °'
12 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS. ti ° o^
Q v Lo U ^ eon a5
RELOCATED OUTSIDE THE AREAS TO BE PAVED. EXIS77NG WATER FACILITY (FIRE HYDRANT, METERS, VALVE BOXES, ETC. SHALL PROVIDE SECONDARY CONTAINMENT
FOR ALL U v N ° m co Sri
THAT ARE AFFECTED BY IS PROJECT. 15. FOR SEWER LATERAL TABLE, SEE SHEET 2. FUEL STORED ON-S17E rr Z m z n
11 ^ ° r
13 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE 19. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS 16. "AS-BUILT" DRAWINGS MUST BE
SUBMITTED PRIOR TO FINAL Q j J �O 1I ^
WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A 175.23 TO 175.08
CITY ENGINEER PR/0R TO MAKING CHANGES IN 174E ACCEPTANCE OF WORK. U
ELIMINATE OR REDUCE POLLUTON OF STORMWATER 174.73 FL FS -�
FIELD. MANNER ACCEPTABLE BY THE SAN DIEGUITO COUNTY WASTE DIVISION. 17. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO FROM STOCKPILES
KEPT ON-SITE. STOCKPILES MAY
MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS
14 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE 20. USE THE FOLLOWING VARIOUS COMBINATIONS INTEGRAL OF PLAIN END PIPE LENGTHS AND MAY BE REQUIRED TO
DEDICATE ADDITIONAL ACCESS INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, a
REFLECTVE FACE OR EQUIVALENT. WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED AGGREGATE BASE, ETC. STOCKPILES SHALL BE
174:87
ALIGNMENTS IN BOTH HORIZONTAL AND VER77CAL DIRECTIONS. DO NOT BEND EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. ° �,
15 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE 18. WASTEWATER DISCHARGE
PERMITS AND PLUMBING PERMITS ARE LOCATED AWAY FROM CONCENTRATED STORMWATER ° a a o R/ ° 73%
A PRECONSIRUCTON MEETING AND SHALL PROVIDE AT LEAST 48 AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5-FOOT PLAIN REQUIRED PRIOR TO CONNECTION TO SYSTEM. FLOWS
AND STORMDRAIN INLETS STOCKPILES SHALL / -
HOURS OF NOTICE FOR SUCH A MEETING. (633-2770) END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 BE COVERED OR PROTECTED
WITH SOIL ST ABILIZATON �° 174.95
FEET TO 270 FEET. USE 19-FOOT PLAIN END PIPE LENGTHS WITH DEFEC77ON 19. NEW SEWER MAINS LESS THAN 36 INCHES IN MEASURES AND PROVIDED WITH A TEMPORARY
8'3%4' � FL Q
16 ALL CUT AND FILL SLOPES OVER THREE (3 FEET CREATED BY COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL DIAMETER SHALL BE INSPECTED BY CLOSED
CIRCUIT 1 cv
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED BELL END PIPE LENGTH JOINED TOGETHER WITH A 19-FOOT PLAIN END PIPE TELEVISION AFTER E I NSP CT E OF TRENCHING SEDIM
ENT BARRIER AROUND 774E PERIMETER AT ALL < a I ?7 .
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. LENGTH TO FORM A' CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE BACKFILL AND ER SHED GRADING BUT PRIOR
TO
HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK CHORD AND CONTINUE THIS COMBINA77ON THROUGH THE CURVED ALIGNMENT
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET PIPE LENGTHS SHORTER THAN PLACEMENT OF PAVEMENT OR PERMANENT
TRENCH 5. TRAINING
9-FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICT'S RESURFACING. CONTRACTOR SHALL PROVIDE FOR CONTRACTORS' EMPLOYEES WHO PERFORM
17 ALL LUMINARIES SHALL PROVIDE TRUE 90e CUTOFF, AND ALLOW REPRESENTATI VE. TELEVISION INSPECTION. SEC. 306-1.4.8 .
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. ( ) CONSTRUC77ON IN THE CITY OF ENCINITAS SHALL BE »-
--
21. ALL WATER METERS SHALL BE PLACED OUTSIDE OF THE TRAVEL TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS ti
18 PRIVATE ROAD /MPR VEMENTS SHOWN HEREON ARE FOR INFORMATION WAY. ANY COST OF RELOCATION SHALL BE PAID BY THE APPLICANT.
Q STORMWA7ER POLLUTON CONTROL REQUIREMENTS. - J
ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE - c� cn
ro o
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR - � � ti � ° 'y
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) WORKING ON SITE. THE PROPERTY OWNER(S) AND THE _j 3 v co
U 2 `� n n N
PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS �' q N ^ ° _ ° ^ o ^ ^
19 CONCENTRATED FLOWS ACROSS DRIVEWAYS ANUD OR SIDEWALKS SHALL NOT FIRENOTES: N QD
BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, ABOUT STORMWA7ER REQUIREMENTS AND THEIR OWN �n v z
o
1. CONSTRUCTION MATERIALS: PRIOR TO THE DELIVERY OF BUILDING RESPONSIBILITIES. N ti 2 ° o o m
THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. 4 ti ?
CONSTRUC77ON MATERIALS TO THE PROJECT SITE, ALL OF THE FOLLOWING
20 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH CONDITONS SHALL BE COMPLETED TO THE SA77SFAC77ON OF THE FIRE N
O Q v
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED DEPARTMENT. n
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND I v
SURVEYOR. A. ALL WET AND DRY UTIL177ES SHALL BE INSTALLED AND APPROVED BY N v Q
21 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWI R„ THE APPROPRIATE INSPEC77NG DEPARTMENT OR AGENCY.
LATE1�1k AND WATER SERVICE BY CHISELING THE LETTERS S DRIVEWAY APRON & CURB RETURN DETAIL g
AND RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE B. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN
CURB. PLACE TO PROVIDE A PERMANENT ALL WEA7HER SURFACE FOR EMERGENCY
20 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A VEHICLES. R/W EXIST. RIGHT OF WAY 1" = 10°
�p
MANNER AND LOCA77ON APPROVED BY THE INSPECTOR.
21 ALL WORK SHALL BE DONE IN ACCORDANCE WITH TH STANDARD C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, AND ACCEPTED 113'
SPECIFICA77ONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. 82' 51'
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD IN
SPECIFICA77ONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE 2. OBSTRUCTON OF ROADWAYS DURING C0NS7RUC770N: ALL ROADWAYS SHALL 52' 46'
SAN DIEGO REGIONAL STANDARDS COMMITTEE), ND THE SAN DIEGO BE A MINIMUM OF 24 FEET IN WIDTH FOR MAIN ACCESS ROAD, AND 16 FEET IN I
c�
REGIONAL STANDARD DRAWINGS (LATEST EDI ON . , ,
WIDTH FOR PRIVATE DRIVEWAY, DURING CONSTRUCTION AND MAINTAINED FREE 10 6 14 12 12 8 6 12 11 11 6 f
AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH THE PROPOSED BIKE t1f
22 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY BIKE M DIAN
OF ENCINITA TANDARDS AND AS APPROVED BY THE CITY UNIFORM FIRE CODE AND 774E ENCINITAS FIRE DEPARTMENT. , LANE & LEFT I
5.5 STREET WIDENING LANE 5'
ENGINEER. R ALOE STS SHALL BE REQUIRED PRIOR TO PROPOSED TURN 'd
CONSTRUCTON. (PRIVATE) TYPE G-2 ±10.8' REMOVE PROPOSED 6" LANDSCAPED MEDIAN EXIST. SWK U
"O7e CURB & GUTTER EXIST. AC CONC. CURB SEE SHEETS 7-11
BERM AND GUTTER PROPOSED 6" CONC. CURB PER G-1
f�7lft 4% S!lIIAVF �,e'Aw&1C SWjffT 11405' AAAO 14W6.4fl4V COA/riClF 4440 5 j1/ 5.75%* PER G-2
VARIES EXIST. ROAD
_ SURFACE
HR5 TO eliE P,QorzDEO 8Y A WRW f'H.4.SE 1�1�/SR��M�=� n�r,�r ^1144- PROPOSED
BE /A(5muAD A& L?wAc-n o" Gd1Tn/ OW14 lt4AfitE,it1eWQ4M97& Or PCC SIDEWALK SEE GENERAL
Gl/T�iE', POk/EK TD rnLc ST�E�j' L/efTs A�t/D IN�TAGCATtOwt/OF PER SDRSD G-7 NOTE 2 FOR
9a / / / STRUCTURAL SECTION EXIST. CONC.
WE. A"A4ATe V 4WT�LL6e �e To. 44WZ9ZVAW AfO&,*' / � �QS-.6ulu 4 AC/6 CL.]I MINIMUM SECTIONA-A: ENCINITAS BLVD. CURB & GUTTER
Q
bhAInlow& .