2003-7999 I (Plans) GENERAL IMPROVEMENT NOTES SPECIAL NOTES TOPOGRAGPHY NOTES WORK TO BE DONE
1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE 1. THE CONTOUR LINES
SHOWN ON THIS PLAN WERE INTERPOLATED FROM THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO
SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S SPOT ELEVATIONS THAT WERE OBTAINED FROM
FIELD SURVEY THESE PLANS AND THE SPECIFICATIONS AND STANDARD DRAWINGS OF THE COUNTY OF
RIGHT -OF -WAY. SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY MEASUREMENTS. THEREFORE, ADDITIONAL SURVEY MEASUREMENTS SHOULD
SAN DIEGO AND THE CITY OF ENCINITAS.
OF THESE NOTES AND THE COUNTY WILL NOT BE RESPONSIBLE FOR THEIR BE MADE AT THE JOIN POINTS WHERE PROPOSED IMPROVEMENTS ARE TO
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENFORCEMENT. MEET EXISTING, OR WHERE THERE IS CRITICAL DESIGN CONSIDERATIONS
STANDARD SPECIFICA TIONS
ENCINITAS PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE WHICH REQUIRE MORE PRECISE MEASUREMENTS. 1. STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION (2003 EDITION),
REQUIRED PRIOR TO CONSTRUCTION. 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE INCLUDING THE REGIONAL
SUPPLEMENT AMENDMENTS.
SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, 2. OVERHEAD AND UNDERGROUND UTILITY SERVICES EXIST ON -SITE AND
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, OFF -SITE, BUT WERE NOT
INCLUDED IN THE SCOPE OF THIS SURVEY. STANDARD DRAWINGS
CONSTITIUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, ACTUAL LOCATIONS OF ANY UTILITY
SERVICES SHOULD BE FIELD VERIFIED
BOUNDARY. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND PRIOR TO DESIGN AND /OR CONSTRUCTION. 1. SAN DIEGO
COUNTY REGIONAL STANDARD DRAWINGS AND THE CITY OF ENCINITAS
REGULATIONS. STANDARD DRAWINGS.
4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES 3. TOPOGRAPHICAL DATA SHOWN ON THIS MAP IS PER FIELD SURVEY DONE
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL BY WILLIAM A. STEEN & ASSOCIATES
ON 3 -5 -03.
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO SLOPES, STREETS, UTILITIES AND STORM DRAINS ARE BUILT IN
LEGEND
OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING 4. THIS SURVEY DOES NOT INCLUDE
A REVIEW OF A TITLE REPORT FOR IMM STANDARD DWG. SYMBOL
HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN ANY EASEMENTS OR OTHER TITLE
RELATED ITEMS THAT MAY AFFECT THIS
MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER LOT.
RIGHT -OF -WAY
ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE OF WORK AT 619- 460 -9000. THE CONTRACTOR SHALL ALSO TAKE LOT
LINE
PLANS. THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT 5. THE SCOPE OF THIS SURVEY DOES NOT INCLUDE AND MAKES NO
PROPERTY FROM ANY EROSION AND SILTATION THAT RESULT FROM HIS REPRESENTATION OF THE QUALITY OR STATUS OF THE BUILDINGS
PRIVATE 18" PVC TYPE 1 SDR -35 ) D -60
5. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO OPERATIONS BY APPROPRIATE MEANS (SAND BAGS, HAY BALES, INCLUDING ANY ANGULAR DEFLECTION
OF THE WALLS, OR OF PLUMB (
STORM DRAIN
BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO TEMPORARY DES/LTING BASINS, DIKES, SHORING, ETC.) UNTIL SUCH WALLS, SLOPING FLOORS, BEAMS
OR COLUMNS.
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR TYPE C -1
CURB INLET (MODIFIED FOR 0' -9" D -3
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES MAINTENANCE BY WHATEVER OWNER, AGENCY OR ASSOCIATION IS TO BE FROM
CURB LINE TO INSIDE BACK OF INLET
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS ULTIMATELY RESPONSIBLE FOR MAINTENANCE. INSIDE DIMENSION)
IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF STATEMENT OF ENGINEER OF WORK
EXISTING FACILITIES. J. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT TRENCH RESURFACING CITY OF
ENCINITAS
THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
STD DWG
ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
6. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC NOT OF RECORD OR NOT SHOWN ON THESE PLANS AND SHALL
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE PRACTICES OF THE ENGINEER'S TRADE OR
PROFESSION. THE ENGINEER CURB AND GUTTER, TYPE G G -2
FURTHER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL BE
SHALL COORDINATE HIS HER WORK WITH COMPANY REPRESENTATIVES.
OCCASIONED BY HIS /HER FAILURE TO LOCATE AND PRESERVE ANY AND IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED AS LISTED
COA/CRET,E tAlCASEAIEAlr S -7
ALL UTILITIES. CALL UNDERGROUND SERVICE ALERT AT HEREIN BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY
NOTICE. ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 1- 800 - 422 -4133 TWO WORKING DAYS BEFORE STARTING PLANCHECK OR REVIEW PERFORMED BY
THE CITY OF ENCINITAS IN ITS COA/CR6TE PROTECT /OA/
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES CONSTRUCTION. CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER
AND GAS PIPING AND APPURTENEANCES CONTACT THE SAN DIEGO GAS & IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
ELECTRIC COMPANY. 4. THE CONTRACTOR SHALL REPAIR /REPLACE ALL DESTROYED OR SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE
TELEPHONE. • (800) 422 -4133 DAMAGED SURFACE IMPROVEMENTS WITH IMPROVEMENTS EQUAL TO DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
OR �
THOSE REMOVED. DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO
7 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER 5. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF OTHER AGENTS AND EMPLOYEES FROM
PROPERTY DAMAGE OR BODILY INJURY
WORK WITH COMPANY REPRESENTATIVES. CONTRACTORS WORKING ON THE SITE, INCLUDING GRADING, DRAINAGE, ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR
OMISSIONS OF
LANDSCAPING AND IRRIGATION. THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE
NOTICE- ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT.
ARE "UNDERGROUND INSTAL.LARONS". FOR LOCATION OF CABLES AND 6. CONSTRUCTION CHANGES MAY BE NECESSARY DUE TO FIELD
APPURTENANCES CONTACT PACIFIC BELL. CONDITIONS. THE CONTRACTOR SHALL GIVE THE ENGINEER OF WORK
TELEPHONE. (800) 422 -4133 ADEQUATE TIME TO MAKE ADJUSTMENTS OR CLARIFICATIONS. ALL BY. _- DATE
CONSTRUCTION AND /OR DESIGN CHANGES TO THE APPROVED PLANS WILLIAM A. STEEN, RCE 18136
8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE SHALL BE PROPOSED BY THE ENGINEER OF WORK. CONSTRUCTION 9 9 L pFESS
/0
UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS AND CHANGES SHALL BE INCORPORATED AT THE SITE AFTER APPROVAL BY WILLIAM A. STEEN & ASSOCIATES
��� �P►� A S q/ E`
BEAR THE COST OF RELOCATIONS, IF NEEDED. THE CITY INSPECTOR. 8580 LA MESA BLVD. STE. 102 3��� rF�y yc►
619- 460 -9000 z
9. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND 7. IN THE EVENT THAT CONSTRUCTION STAKING AND REVIEW IS NOT DONE JOB NO. W
EXP. 6 -30-05 m
INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES BY WILLIAM A. STEEN & ASSOCIATES, THE CONTRACTOR, CLIENT AND 181
CONTACT (800) 422 -4133. INDIVIDUAL PROVIDING THE STAKING ASSUME THE RESPONSIBILITY FOR CIVIL �*
AND ACKNOWLEDGE THAT CHANGES TO THESE PLANS MAY BE l
10. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION NECESSARY DUE TO ACTUAL FIELD CONDITIONS DETERMINED AT THE 4rf OF CRL�
ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE TIME OF CONSTRUCTION. IF SUCH AN EVENT OCCURS, THE CONTRACTOR,
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OF CLIENT AND IND PROVIDING THE STAKING AGREE TO HOLD OWNERS CERTIFICATE
CONSTRUCTION OF THESE PUBLIC IMPROVEMENTS. (IF APPLICABLE) HARMLESS AND TO RELEASE WILLIAM A. STEEN &ASSOCIATES FROM ALL / HEREBY AGREE TO COMMENCE
WORK ON ANY IMPROVEMENTS SHOWN ON
LIABILITY ARISING FROM THE USE OF THESE PLANS. THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER
11. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES 8. NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH IN THE GRADING ISSUANCE OF THE CONSTRUCTION
PERMIT AND TO PURSUE SUCH WORK
DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED. IRRESPECTIVE
LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. PHONE NUMBER ORDINANCE AND NOTWITHSTANDING THE APPROVAL OF THESE PLANS, THE AND INDEPENDENT OF ANY OTHER
WORK ASSOCIATED WITH THIS PROJECT
CONTRACTOR IS RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO THE
(760) 633 -2770. ADJACENT PROPERTY. NO PERSON SHALL EXCAVATE ON LAND SO CLOSE OR UNDER MY CONTROL.
12. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR TO THE PROPERTY LINE AS TO ENDANGER ANY ADJOINING PUBLIC I HEREBY CERTIFY THAT A REGISTERED
SOILS ENGINEER OR GEOLOGIST HAS
STREET SIDEWALK ALLEY OR ANY OTHER PUBLIC OR PRIVATE
BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL BE PROPERTY WITHOUT SUPPORTING OR PROTECTING SUCH PROPERTY FROM BEEN OR WILL BE RETAINED TO SUPERVISE
OVER ALL GRADING ACTIVITY AND
RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR ADVISE ON THE COMPACTION AND STABILITY OF THE SITE
A LICENSED LAND SURVEYOR. SETTLING, CRACKING, EROSION, SILTING, SCOUR OR OTHER DAMAGE
WHICH MIGHT RESULT FROM THE GRADING DESCRIBED ON THIS PLAN.
13. ALL WORK SHALL BE LANE IN ACCORDANCE WITH THE STANDARD 9. THE CONTRACTOR SHALL MAINTAIN AND MAKE AVAILABLE TO THE -- - --
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), EO MCCRANEY LA COSTA AV
ENGINEER ONE SET OF PLANS WITH ALL CHANGES SHOWN. A COPY OF
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD THESE DRAWINGS SHALL BE PROVIDED TO THE ENGINEER UPON LEUCADk4 HOMEOWNERS ASSOCIATION
iA SITE
1755 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE COMPLETION OF WORK. ENCI NITAS, CA 9202 BELLE LA
9202 4
CT. T
SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO ENCINITAS,
REGIONAL STANDARD DRAWINGS (LATEST EDITION). 10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS
°p
RELATING TO THE PERFORMANCE OF HIS WORK BEFORE STARTING WORK, P
AND SHALL NOTIFY THE ENGINEER OF WORK IMMEDIATELY OF ANY ASSESSOR'S PARCEL NUMBER:
DISCREPANCIES FOUND. 216- 540 -24 - o BLU _r 5
11. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY I �lJCADJA oD
WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS 04
PRIOR TO CONSTRUCTION OF NEW WORK. THE CONTRACTOR WILL MAKE REFERENCE DRAWINGS z �
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND PLAN. DWG. NO.: WORK PROD. NO.: 5 v FNN
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT SEWER 4595 -G TIN 89 -291
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF THE STORM DRAIN 4595 -G TM 89 -291 O
ACTUAL LOCATION OF EXISTING FACILITIES. ENCINITAS
RANCH GOLF
ENCINITAS COURSE
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LEUCADIA B V
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° VICINITY MAP
NOT TO SCALE
0
WILLIAM A. STEEN & A330CIATE3
OLIVENHAIN MUNICIPAL ER DI TRICT
8580 LA MESA BLVD., SUITE 102. LA MESA, CALIFORNIA 91941
CONSULTING CIVIL ENGINEERS, LAND SURVEYING do PLANNING
Construction contractor agrees that in accordance with generally accepted construction
a practices, construction contractor will be required to assume sole and complete responsibility for UNAUTHORIZED CHANGES do USES: The engineer preparing
�, aPP�U• 1 23.
fob site conditions during the course of construction of the project, including safety of all persons � _
(619) 460 -9000 ■ FAX (619) 460 -9005
and property; that this requirement shall be made to apply continuous! and not be limited to ® these plans will not be responsible for, or liable
for, unauthorized ® C ___ _- ��
y ■ •
normal working hours, and construction contractor further agrees to defend, indemnify and hold oIUMMM2� changes t or uses of these plans All changes to
the plans must be �,., /a•Q, ENGINEER OF WORK: JOB NO.
"'°
E design professional harmless from any and all liability, real or alleged, in connection with the "' in writing t be b the f these p
lans. 'i°'m'"'s° 7 �
pe rformance of work on this p roject, excepti liability ar isin g from the sole ne gli g ence of desi g an mus e a y p re p arer o
ese p 6808 - 101
rofessional. p ro f p g g design BY: DATE: WILLIAM A. STEEN R.C.E. 18136
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY: DRAWN BY: CHECKED BY. APPROVALS CITY
OF ENC1N1T'AS DRAWING NO.
I ADJUSTED STORM DRA /,v ! TOP OF BRASS DISK IN WELL MONUMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP OVED
PLANS FOR THE IMPROVEMENT OF:
AT STATION 64 +25 EL CA MINO REAL PER HORIZONTAL NIA DATE: 9 -29 -03 PRIVATE STORM DRAIN 7999
g COUNTY OF SAN DIEGO VERTICAL CONTROL -
BOOK. VERTICAL NIA WILLIAM TEEN R.C.E. NO.: 18136 BY: BY: FOR BELLE LAGUNA COURT
ELEVATION 120.20 DATUM: M.S.L. EXP. 6 -30 -05 DATE: I 0 DATE: D3 WORK PROJECT NO. SHEET 1
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, - DRA NG TO APPROXIMXTE LIMITS SHOWN.
y � CON CTOR TO FIELD ADJUST TO PROVIDE A
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SAWCUT AND REMOVE T. AC PAVEMENT N TH SIDE AND 4't SOUTH DE OF
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B rNLf r D REPLACE WITH THE H ESURFACING j \ CURB INLET) TO NEAREST JOIN ND
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PR THE CITY OF ENCIN /TAS STANDARD (D INSTALL CURB do GUTTER PER S . DWG.
DRAWING. �l G -2. TRANSITION GUTTER IN 4't O
-� ` STORM DRAIN MATCH EXISTING CURB do GUTTER D
r' !" CL CURVE DATA CURB INLET AT EACH END.
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/ I r �, L= 47. � Q _OFE S S/o �
� A. s� �ti WRIAM A. STEEN & A330CIATE3
Construction contractor agrees that in accordance with generally accepted constructio
c � 3� �y m CONSULTING CIVIL ENGINEERS, LAND SURVEYING do PLANNING
practices, construction contractor will be required to assume sole and complete responsb ty o UNAUTHORIZED CHANGES & USES: The
engineer preparing ,,, 6 -
•,
job site conditions during the course of construction of the project, including safety of all persons NO. 18136
and property; that this requirement shall be made to apply continuously and not be limited to ® these plans will not be responsible
for, or liable for, unauthorized ® 8s8o LA MESA BLVD., SUITE 102, LA MESA, CALIFORNIA 91941
normal working hours, and construction contractor further agrees to defend, indemnify and hold �•�•� Changes to or uses of these
plans. All changes to the plans must be ■ (sus) Aso -soon FAx (sis) 460-9005 ■
g p Y Y 9 '� � in writing and must be approved by the preparer of these plans. Lm&S �'G"°" �l4 Cjvj�
PLAN: PRIVATE STORM DRAIN BELLA LACUNA COURT desi professional `! ENGINEER OF WORK: JOB N0.
— performance o � CA f work on thi s harmless from an s project, excepting and all liability, real
or alleged, in connection with the liability arising from the sole negligence of design lF �E 6808 -101
SCALE.
'
o / • 1 professional.
N WILLIAM A. STEEN R. C. E. 18136
i
., DESIGNED BY: DRAWN BY: CHECKED BY: APPROVALS -C 1 TY O F E N C 1 N 1 TAS DRAWING NO.
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT WAS B DJ WAS
/ ADJUSTED STORM M4/u 1 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP OVED PLANS FOR THE IMPROVEMENT
OF:
HORIZONTAL 1' =20' DATE: 9 -29 -03 7999 -1
11014 W VERTICAL 1 " R.C.E. NO.: 18136 AAJ
BY BY: PRIVATE STORM DRAIN
WILLIAM A. STEEN FOR BELLA LAGUNA COURT
EXP. 6 -30 -05 DATE: OR 710 7 DATE: WORK PROJECT NO. SHEET 2 OF 2
3