2014-11993 I (Plans)GENERAL NOTES
1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING
SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY.
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF
ENCINITAS STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO
CONSTRUCTION.
J. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT
BOUNDARY.
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL
BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF
BERM, CURB, CROSS GUTTER AND PAVING.
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER
EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT
ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF
RECORD OR NOT SHOWN ON THESE PLANS.
6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY
AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE
NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES.
7 THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC COMPANY
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL
COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES.
8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK
NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH
COMPANY REPRESENTATIVES.
NOTICE. ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE
UNDERGROUND INSTALLATIONS°. FOR LOCATION OF CABLES AND
APPURTENANCES CONTACT PACIFIC BELL.
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE
UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND
BEAR IRE COST OF RELOCATIONS, IF NEEDED.
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE UNDERGROUND
INSTALLATIONS" FOR LOCATION OF CABLES AND APPURTENANCES CONTACT
(800) 422 -4133.
(PUBLIC) 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL
BE SHOWN ON THE iIS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES
SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN
EASEMENTS DEDICATED TO THE CITY OF ENCINITAS.
12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE
RELOCATED OUTSIDE THE AREAS TO BE PAVED.
(PRIVATE) 13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR
INFORMATION ONLY CITY OFFICIALS SIGNATURE HEREON DOES NOT
CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN
OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE).
(PUBLIC) 14. ALL LUMINAIRES SHALL PROVIDE TRUE 90' CUTOFF, AND
ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL.
15. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES
DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST
48 HOURS OF NOTICE FOR SUCH A MEETING. PHONE NUMBER 633 -2770.
16. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE
RE- ESTABLISHED AND REPLACED BY A REGISTERED CIWL ENGINEER OR A
LICENSED LAND SURVEYOR.
ATHE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER 'LATERAL
ND WATER SERVICE BY CHISELING THE LETTERS 5- AND '1A ; RESPECTIVELY,
2',INCHES HIGH &TO THE FACE OF THE CURB.
18. VHE ADDRESS OF EACH LOT SHALL BE PAIN7FD ON THE CURB IN A
MANNER AND LOCATION APPROVED BY THE INSPECTOR.
19. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE
SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN
DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL
STANDARD DRAWINGS (LATEST EDITION), AND THE OLIVENHAIN MUNICIPAL
WATER DISTRICT STANDARD SPECIFICATIONS AND DRAWINGS FOR THE
CONSTRUCTION OF WATER MAINS AND FACILITIES
Engineering Environmental
2442 Second Avenue
San Diego, CA 92101
(619)232 -9200 (619)232 -9210 Fax
Consultants, Inc.
DECLARATION OF RESPONSIBLE CHARGE PLANS FOR THE CONSTRUCTION OF 18 STORM RIGHT -OF -WAY CONSTRUCTION STANDARD NOTES CONT.
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF
ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW
PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE
CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF
RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON.
THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CI7Y OF
ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY
DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR
EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND
EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
REC CONSULTANTS, INC.
2442 SECOND AVENUE
SAN DIEGO, CA 92101
(619) 232 -9200
RCE - 48529 2)
EXP 6/30/16 /*
Of CAI�r"
BY - DATE-
CE A. ROBERTSON RCE No. 48529
REG. EXPIRES: 613012016
OWNER'S CERTIFICATION
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE
PLANS.
IT lS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS
TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR
AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS
L HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON
THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER
ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK
ACTIVEL Y ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE
AND INDEPENDENT OF ANY WORK ASSOCIATED WITH THIS PROJECT OR UNDER
MY CONTROL.
DAVE SPARKUHL
1109 SYCAMOREVEW DR.
ENCINITAS, CA 92024
(619) 994 -3096
Underground service Alert PLANNING & BUILDING DEPARTMENT
® GALL BTO s me
CALL TOLliFREE
1 800 422 -4133
REVIEWED BY: DATE:
TifO WORIOPG DAYS BEFORE YOU DIG
REVISIONS APPROVED I DATE REFERENCE&
SIGNED: � DATE.• _1- /Z -/,r-
AVE SPARKUHL
.K A11V U U 1V 1N t U 11U 1N
SPARKUHL RESIDENCE 12. ALL EXCAVA77 NS IN EENTAA E AVEM£NT SHALL BE SAW CUT TO NEAT LINES AND AC REPLACEMENT SHALL BE MADE TO THE SATISFACRO41 OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS
3l
r, }
t�
I aJ
MARNO. 8630
LOT 7 LOT 8
APN 262 - 140 -07 APN.• 262 - 140 -08
12'SOG &E EASEMENT,
REC 08 -09 -1978 AS
{ FILE N0. 78- 334923
�._ .
RCP
- _ ..
KEY MAP
RIGHT -OF -WAY CONSTRUCTION STANDARD N0TE5 SCALE: 1 "= 30'
1. NO ACCESS OR WORK SHAIL 8E PERFORMED WITHIN THE CITY RIGHT -OF -WAY WITHOUT THE FULL KNOWLEDGE OF THE ASSIGNED 017Y INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48
HOURS ADVANCE NOTCE OF THE INITIATION OF PERMITTED USE AT (760) 633 -2796 OR 633 -2797 OR AS STATED ON THE PERMIT
2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL 8E NOTIFIED FOR LOCATION OF UNDERGROUND UTILITIES AT 1 -800- 422 -4133. THE
PROPOSED DIG AREA MUST BE MARKED IN WHI7F PAINT PRIOR TO CONTACTING (USA).
J. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID CALIFORNIA CONTRACTORS LICENSE OF THE APPROPRIATE CLASS
4. ALL TRAFFIC CONTROL WITHIN 771E CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF
THE CITY INSPECTOR IN COMPLIANCE WITH THE WORK AREA TRAFFIC CON7ROL HANDBOOK" LA7FST EDITION PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE INSPECTOR
DETERMINES PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND PERY177FE AUTHORIZES THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED
REPRESENTATIVE TO ORDER, ON THE RENTAL BASIS, SUCH TR4FFlC CON7ROL DEVICES AS SHALL BE NECESSARY AND PROPER TO PROTECT THE PUBLIC SAFETY AND FURTHER AGREES TO PAY
ANY AND ALL COS73 AND CHARGES 771AT THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL.
5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBIL17Y TO PROVIDE THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERM177FD WORKS
WITHIN THE CITY RIGHT -OF -WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT, PLANS AND WORK AREA
TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT 517F WHENEVER WORK lS IN PROGRESS.
6 PERM177FD WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 017Y SPECIFICATIONS AND APPROVED PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF
ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CERTIRCA77ON FOR ALL MATERIALS AND WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY THE APPLICANT
UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION 7FS77NG SHALL BE BY THE PERMITTEE. CERTIFICATION SHALL BE MADE BY A CERTFIED 7FS77NG AGENCY OR FIRM
ACCEPTABLE TO THE CITY.
7 NO WORK WITHIN THE PUBLIC RIGHT -OF -WAY lS PERM /TIED ON SATURDAYS SUNDAYS, OR HOLIDAYS. ANY DEVIATION FROM THE WORK SCHEDULE PRESENIED IN THESE CONDITIONS MUST
RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL
(760) 633 -2770 OR THE CITYS WEBSITF AT Www Cl. ENCINITAS.CA. US
8 NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE STARTED BEFORE 7•30 A.M. OR CONTINUE AFTER 5.00 PM. ON WEEKDAYS
9. NO WORK SHALL BEGIN BEFORE 9.•00 A.M. OR CONTINUE AFTER 3.•00 P.M. ON PRIME ARTERIALS AND OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE DIRECTOR OF
ENGINEERING SERVICES ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE CIRCULATION ELEMENT OF THE CITY'S GENERAL PLAN, WILL REQU /RE A TRAFFIC
CONTROL PLAN ACCEPTABLE TO THE CITY 7R4FFTC ENGINEER WHOSE OFFICE CAN BE CONTACTED AT (760) 633 -2704.
10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AND COMPLETELY OPEN TO TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER 771AN 3.•00 P.M. ON MAJOR ROADS,
DEFINED HEREIN.)
11. TWO -WAY TRAFRO SHALL, BE MAINTAINED AT ALL TIMES MINIMUM TRAVEL LANE WIDTH FOR MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING 7WO -WAY TRAFFIC,
PERMITTEE AND DIRECTOR OF ENGINEERING crPIAMT SHALL AGREE ON AN ADEQUATE TRAFFIC CONTROL PLAN PRIOR TO STARTING WORK WHICH SHALL INCLUDE THE USE OF A FULL -TIME
13 OPEN TRENCH MUST BE BACKFILLED AND CAPPED WITH AT LEAST 2" OF COLD MIX ASPHALT LEVEL WITH ADJACENT PAVING OR METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING
NON - WORKING HOURS. THE EXIS77NG PAVEMENT SHALL BE PLANED AN 1 X" DEEP FOR METAL PLATES TO BE PLACED FLUSH WITH ADJACENT PAVING COLD MIX ASPHALT RAMPS ON ALL (4) SIDES
MUST BE MAINTAINED AND MUST OBTAIN APPROVAL BY THE INSPECTOR.
14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. REFER TO THE CITY'S STANDARD DRAWING DATED
MAY 31, 2013
15. TWO SACK SAND- CEMENT SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS NOT DESIGNATED FOR REMOVAL.
16. TWO SACK SAND- CEMENT SLURRY M/X SHALL BE REQUIRED AS BACKFLLL ON ALL LATERAL EXCAVATIONS WITHIN PRIME ARTERIALS MAJOR ROADS AND COLLECTORS AS WELL AS ALL LOCATIONS
WHERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE AS BACKFLLL.
17 CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN 07TERS, STREETS AND STORM DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE
ALLOWED ON CITY STREETS: VIOLATIONS WILL BE REFERRED FOR NPOES ENFORCEMENT AND PENALTIES
18 ANY ROADWAY STRIPING DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT, ALL TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATVE.
19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO IRE STANDARD SPECIRCA77ONS FOR PUBLIC WORKS CONS7RUC7?0N, LA7EST EDITION, SECTION 201, AND BE APPROVED BY THE
DIRECTOR OF ENCINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE.
20 TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL BE PROGRESSIVE. NOT MORE THAN HALF OF 7HE WIDTH OF A TRAVELED ROADWAY SHALL BE
DISTURBED AT ONE TIME AND THE REMAINING *07H SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR BAC10LLING.
21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5)
FEET FROM THE EDGE OF THE PAVEMENT OR GRADED IRAVELED ROADWAY, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE DIRECTOR OF ENGINEERING SERVCES. THE SHALLOWEST PORTION OF
ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW IRE ROADWAY SURFACE.
21(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO
EXISTING UTILITIES SHALL MAINTAIN A MINIMUM SEPARATION OF THREE (3) FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. ANY "ARON
FROM THIS REQUIREMENT /S NOT ALLOWED UNLESS APPROVED BY 771E DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE.
22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS,
SHALL BE REMOVED FROM THE RIGHT -OF -WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY CONDITION. 23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND
THE INTAKE AND OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. 24 ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND
STREETS SHALL BE KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES:
23 ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND OUTLET ENDS AT ALL CULVERTS S114LL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS
24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT OPEN TO TR4FFlC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF
ENGINEERING SERVCES
25 CLAY AND EARTH W#p� ADHERE TO THE PAVED SURFACE OF THE ROADWAY S84LL BE REMOVED BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD WHICH WILL LEAVE A
CLEAN NON -SKID S�RfACC WITHOUT IMPAIRING INJURING OR LOOSENING THE SURFACE.
H. PERM17TEE SMii P,,j PLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR
-OTHER MATERIALS FROM OMING A NUISANCE OR ANNOYANCE.
27. TEMPORARY PATCHING 6P TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS IMMEDIATELY AFTER BACKFILLING. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE
BACKFLLL MATERIAL IN ? A0ATION, ALL AS SPEC /PIED IN THE STANDARD DRAWING DATED MAY 31, 2013, AND THE REMOVAL OF OBSTRUCTON(S). THE PERM17TEE SHALL PROMPTLY REPLACE WI7H
TEMPORARY OR PERMA�, p TCH /NG MA7FRIAL, OR REPAIR ANY PORTION OF 771E HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION OPERATIONS, ALL
TO THE SATISFACTION DIRECTOR OF ENGINEERING SERVICES, AND AS SPECIFIED ELSEWHERE HEREIN. THE DIRECTOR OF ENGINEERING SERVICES MAY, AT HIS OPTION, ELECT TO DO THE
SURFACING OR REPA6 VSELF,• IN SUCH CASE, THE PERM17TEE SHALL BEAR THE COST OF SUCH WORK. TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST
BE CONTINUALLY AMINTAC9.
28 WHERE THE PAVEMENT, EXCEPT POR7ZAND CONCRE7F CEMENT PAVEMENT, OR OTHER TYPE OF SURFACE HAS BEEN REMOVED BY OTHERS,, 771E PERMITTEE SHALL REPLACE IT WITH A STANDARD
REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFLLL OR REPAIR SECTION SHALL BE ONE (1) INCH AC GREATER THAN EXISTING STRUCRIR4L SECTION, WHICHEVER IS GREATER. REFER TO THE
MOST CURRENT STANDARD DRAWING. REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR.
29. IF AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTFE FALLS OR REFUSES TO RESURFACE OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY
HIM, OR IF THE DIRECTOR OF ENGINEERING SERVICES HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE DIRECTOR OF ENGINEERING SERVICES SHALL CAUSE THE
REPAIR TO OCCUR, AND 771E PERM /TTEE SHALL BE CHARGED WITH THE COST THEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING SERVICES.
30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES ALL OSHA REGULATIONS
SHALL BE MET.
31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED
AGENT OF THE DIRECTOR OF ENGINEERING SERVICES. A THOROUGH EXAM /NATION OF THE SUBSURFACE CONDITIONS IS A PREREQUISITE. THE APPLICANT SHALL IDENTIFY THE BORE
METHOD ON THE PERMIT APPLICATION EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING AND INTERMEDIATE BORE PITS MAY BE REQUIRED.
32. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE IMPROVEMENT PLAN FOR THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET TRAVERSING SIGNALIZED
INTERSECTIONS, CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE DIRECTOR OF ENGINEERING SERVICES HAS A SPECIAL CONCERN.
33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO YEARS SHALL BE CATEGORICALLY DENIED.
VICINITY MAP
NO SCALE
WORK TO BE DONE
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE
FOLLOWING SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS.
STANDARD SPECIFICATIONS
1. GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION' (2012 EDITION).
2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK
ZONES, " (2012 EDITION).
J. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -2010.
4. OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES.
STANDARD DRAWINGS
1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -2012.
2. STATE OF CALIFORNIA STANDARD PLANS -2010.
J. OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARD DRAWINGS
FOR THE CONSTRUCTION OF WATERMAINS AND FACILITIES
DESCRIPTION
EXISTING STORM DRAIN
EXISTING TYPE F' CATCH BASIN
EXISTING CMU RETAINING WALL
PROPOSED 18" RCP STORM DRAIN
TYPE A -4' CLEANOUT
FLAGMAN LEGAL DESCRIPTION
PUBLIC WORKS PARKS AND RECREATION F1ze. D&PART/`1,EA1- (APNs: 262- 140 -08)
ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:
/ LOT 8 OF SYCAMOREVIEW ESTATES, IN THE CITY OF ENCINITAS, COUNTY
I SIGN (V • r�•Dq /= �C OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO.
/ 3� tro
J SIGN 11 8630, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
RE WED BY: DATE: COUNTY, AUGUST 3, 1977.
DATE BENCHMARK SCALE SREGIA�_ &kS491 ENGINEERING DEPARTMENT APPROVALS
(A-10- 1 CITY OF ENCINITAS ENC -38 '� UAL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED _ ` Qa0 APPROVED
CUR BRASS DISC IN NE CORNER OF DRAINAGE HORIZONTAL AS SHOWN 4�t_- M A/ /By: ..
CURB INLET DI THE EAST SIDE OF MANCHESTER BRUCE A. DATE: /d /Z /S
AVE. 0.1 MILE SOUTH OF INTERSECTION WITH rJ I� % BY: BY: /
EL CAMINO REAL. VERTICAL AS SHOWN - R.C.E. NO. 48529 MASIH MAHER GLENN PRUIM
(i("ctd• �b���ik ENGINEER Ll EXP. 6 -30 -2016 DATE: S (3 �
EL: 37.52 DATUM: NAVD88 ,n ,, i „n G /�� /,Q l DATE:
STD. DWG
D -9, D -11A, D -11B
SHEET INDEX
SHEET 1 - TITLE SHEET
SHEET 2 - STORM DRAIN CONNECTION
l
1-
>a
„?i
1
J,
r'
1
W O
> O
0)
Z C\2
O co
U C\2
W
U] ^
C\2 C.0
I'd,
d'
a
SITE ADDRESS z o
1109 SYCAMOREVIEW DR.
ENCINITAS. CA 92024
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
PRIVATE IMPROVEMENT PLANS FOR: TITLE SHEET
SPARKUHL RESIDENCE - 1109 SYCAMOREVIEW DR.
18" STORM DRAIN CONNECTION
C,
EE1U
DRAWING NO. a
11993-1 ° Q
SHEET 1 OF 2 U
3475 -1.
I
EXIST. 10' PUBLIC ORAINAGE�
EA EMENT /PER MAP NO. 86JO
LIMITS OF dkA
i r
-l' ! 1 +00.00_OFFSi
LIMITS OF GRADING
VG CONC.
:Y DISSIPATER STRUCTURE p 'y
REMOI�EO — ,SEE pE7A /4 "4 " �_J
r. ,\
' 4' SDG &E EASEMENT, -
r
REC 01 -17 -1979 AS
V� ,I 1 1 FILE NO.� 79- 02228
^ PROTECT EX /ST RETAINING WALL
BACKFILL RETAINING WALL AFTER REMOVAL
OF EXISTING ENERGY DISSIPATER
2, J
EXISTING 1� EE TRUNK
EX. WOODEN SHED
i CL TYPE sl -4' C.O.
PER RSD D -9 �
EXISTING TREE TRUNK \
t
- '00R, 15' PUBLIC
1 DRAINAGE EASEMENT PER
l DOC. NO. 2o�b - b2266�I2
EXIST. TREE 3 i > DATED 1AY -L %1 �6
TO SE PROTECTED
IN PLACE \ ,
LOT 7
SYCAMOREI/IEW// ESTATES
L dPn! �2s2- 140-07 WO N0. 8630
F 2 \11.
LOT 8
I` t N v {
N \ APN.' 262 -140 -0�
222 4 tV
I f �.
X I
i z ��� r i
r \ 12 SDG &E EASEMENT,
r
PIZ) whrr REC 08 -09 -1978 AS
18 RCP SD \ FILE NO. 78- 334923
1 +93.03- OFFSI�E S0=
2 +26.48 -S0 LINE 2
1 `
SILT FENCE PER FUTURE TYPE F' C.B.
CAL TRANS SE -1 IN j 214.4 RIM, 213.2 FL
ER DWG. N0. 5 -
N 0
iP 5 G'
} I
N88'59'35 "W 79.06' f '
r/
APN ;'262-
r,,
I
O
o (+I
� I
w)
R 1
NI �
O r
z� /
t
FUTURE 18" STOI�Ma O14(N PER DWG i1{O. 9Q�5
N1 0
0' r� �J . �O 1 J
PLAN VIEW
SCALES 1' =10' NOTE: ALL FUTURE STORM DRAIN
IMPROVEMENTS PER 9055 —G TO BE
IN PLACE BEFORE CONSTRUCTION
PROPOSED TYPE 'A-4' OF PROPOSED 18" RCP
STORM DRAIN CLEANOUT EXISTING ENERGY DISSIPATER
1L' TO BE REMOVED
EXISTING GROUND FINISH GROUND
4.0'
EXISTING 18" RCP _
STORM DRAIN r \ I I
0
— I EXISTING RETAINING WALL
I I TO REMAIN IL
PORTION OF EXISTING 18" RCP L—
STORM DRAIN TO BE SAW CUT —;
(�1i -III
(I PROPOSED 18" RCP —(i i-
-I (I i STORM] DRAIN �_ - -� J
230
225
220
215
210
205
200
1+00
*PER APPROVED HYDROLOGY REPORT TM 01 -239
1 +25
1 +50
1+75
PROFILE: STORM DRAIN CONNECTION (PVT)
SCALES 1" 10' (H.), I"=2' (V)
1 =1 1.1 =11 1 =1 11 =1 11-11 =1 11 =1 i 1 =1 I I— I l l - - -1 I
i Civil Engineering • Environmental
2442 Second Avenue
Son Diego, CA 92101 DETAIL "A" 10 5 0 10 20 30
(619)232 -9200 (619)232 -9210 Fax
Consultants, Inc. NTS V11"IM12el WIP _
SCALE: 1" 10'
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PICT ENGINEERING DEPARTMENT APPROVALS
•I o !0•/B• /6 CITY OF ENCINITAS ENC -38 73L%ILT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED ,�QO APPROVED
2.5" BRASS DISC IN NE CORNER OF DRAINAGE HORIZONTAL 1" = 10' DATE. �� /s
CURB INLET ON THE EAST SIDE OF MANCHESTER
AVE. 0.1 MILE SOUTH OF INTERSECTION WITH ((/ / /�j /6 BRUCE A OB - ON BY: ,/j/'�, ,/0/1 BY:
EL CAMINO REAL. VERTICAL 1" = 2' ^ R.C.E. NO. 48529 MASIH MAHER GLENN PRUIM
A
• �G3/%^ �aN ,�rf'TG ENGINEER
EXP. 6 -30 -2016
EL: 37.52 DATUM: NAVD88 J�j %G (' C O U4 6/ DATE: S / (3 /1 6 DATE:
C xpliz p 6 3a /S
2�
INN
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
PRIVATE IMPROVEMENT PLANS FOR:
IMPROVEMENT PLAN
SPARKUHL RESIDENCE - 1109 SYCAMOREVIEW DR.
18" STORM DRAIN CONNECTION
3
0
I
X
228 °
u
0
0
CIOU
D
s
(D C%
z—
Q
a
J
224
y
0
a
r
i
4
O
U
�i
220 Z
LO
0
0
Q
a
a,
216
n
0
a
Q
212
W•
204
200
2 +25
�
o
Q0)
°�
W
U)'--,
C)
C\2 '-i
d'
C\2
Z
0
M C\2
E-4
F U
DRAWING NO. a
�D
C/1 o
11993 -I °Q
Ul Z
SHEET 2 OF 2 1 � �
I
I
R I
Q
a o
O
W�
- —
_- ENERGY DISSIPATER STRUCTURE
TO BE REMOVED I
_ --
FINISH GROU D
LLJ
EXISTING GROUND
2
HGL
90.64 18 " RCP ®
K
^
N
,
I
c� p
1+00
*PER APPROVED HYDROLOGY REPORT TM 01 -239
1 +25
1 +50
1+75
PROFILE: STORM DRAIN CONNECTION (PVT)
SCALES 1" 10' (H.), I"=2' (V)
1 =1 1.1 =11 1 =1 11 =1 11-11 =1 11 =1 i 1 =1 I I— I l l - - -1 I
i Civil Engineering • Environmental
2442 Second Avenue
Son Diego, CA 92101 DETAIL "A" 10 5 0 10 20 30
(619)232 -9200 (619)232 -9210 Fax
Consultants, Inc. NTS V11"IM12el WIP _
SCALE: 1" 10'
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PICT ENGINEERING DEPARTMENT APPROVALS
•I o !0•/B• /6 CITY OF ENCINITAS ENC -38 73L%ILT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED ,�QO APPROVED
2.5" BRASS DISC IN NE CORNER OF DRAINAGE HORIZONTAL 1" = 10' DATE. �� /s
CURB INLET ON THE EAST SIDE OF MANCHESTER
AVE. 0.1 MILE SOUTH OF INTERSECTION WITH ((/ / /�j /6 BRUCE A OB - ON BY: ,/j/'�, ,/0/1 BY:
EL CAMINO REAL. VERTICAL 1" = 2' ^ R.C.E. NO. 48529 MASIH MAHER GLENN PRUIM
A
• �G3/%^ �aN ,�rf'TG ENGINEER
EXP. 6 -30 -2016
EL: 37.52 DATUM: NAVD88 J�j %G (' C O U4 6/ DATE: S / (3 /1 6 DATE:
C xpliz p 6 3a /S
2�
INN
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
PRIVATE IMPROVEMENT PLANS FOR:
IMPROVEMENT PLAN
SPARKUHL RESIDENCE - 1109 SYCAMOREVIEW DR.
18" STORM DRAIN CONNECTION
3
0
I
X
228 °
u
0
0
CIOU
D
s
(D C%
z—
Q
a
J
224
y
0
a
r
i
4
O
U
�i
220 Z
LO
0
0
Q
a
a,
216
n
0
a
Q
212
W•
204
200
2 +25
�
o
Q0)
°�
W
U)'--,
C)
C\2 '-i
d'
C\2
Z
0
M C\2
E-4
F U
DRAWING NO. a
�D
C/1 o
11993 -I °Q
Ul Z
SHEET 2 OF 2 1 � �