1997-5259 G (Plans) GENERAL IMPROVEMENT NOTES d
1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING 4
DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAYY,
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE GRADING / PRIVATE DRIVE WA TER LINE (OMWD) L L RANCH
CITY OF ENCINITAS STANDARDS. R VALUE TESTS SHALL BE /
REQUIRED PRIOR TO CONSTRUCTION POTABLE WATER NOTES: WORK TO BE DON
E :
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ALL WORK
SHALL BE DONE IN CCORDANCE WITH THE STANDARD SPECIFICATIONS FOR
PROTECT BOUNDARY. 32' PRIVATE ROAD EASEMENT DETAILS AND MATERIALS AS SPECIFIED IN THE OLIVENHAI PUBLIC WORKS CONSTRUCTION
LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY MUNICIPAL WATER DISTRICT STANDARD SPECIFICATIONS FOR THE PROVISIONS
TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO 16 16 CONSTRUCTION OF WATER MAINS AND FACILITIES, DATED MARCH 1997 (ADOPTED
BY THE SAN DIEGO EGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO
WITH REVISIONS. CONTRACTOR SHALL HAVE A CURRENT COPY OF THE REGIONAL STANDARD DRAWINGS (LATEST EDITION).
CONSTRUCTION OF BERM, CURB, CROSS - GUTTER AND PAVING. 4' 12' 12' 4' STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL LIMES.
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES WORK TO BE DONE
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SYMBOL DESCRIPTI
ON STD DWG QUANTITY
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO
OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. ELEVATION BE ACCOMPLISHED PRIOR TO THE PRECONSTRUCTION MEETING WITH
HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY 6" A�C DIKE THE DISTRICT'S INSPECTOR. �g�••• #•• �►
-
MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND PER PLAN._•, •, 3 AC / 6 AGGREGATE BASE 8,350 SF
<,..
ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 2: 1 MAX ? 2 =_ 2: 1 MAX
CUT OR CUT OR 3. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S 6 " AC DIKE G -5
859 LF
INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24 -48 HOURS IN
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE FILL FILL ADVANCE OF WORK. = E= 2" AC TRENCH
R 150 LF
AIR -
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO 10' MIN
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY 3 AC SURFACING OVER 4. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON
THE WATER
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES 6" AGGREGATE BASE (MIN.) MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES
BELOW CENTER AC PAVEMENT REMOVAL - 3,210 SF
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO LINE OF FINISH GRADE OF STREET.
PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION f 1 1" AC OVERLAY - 7,360 SF
OF EXISTING FACILITIES. 5. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO 350 EA
GRAVEL BAGS -
7 THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS & ELECTRIC COMPANY INSTALL 8" PVC WATER BE LOCATED 5-FEET FROM A SIDE LOT LINE. A 314
-INCH HIGH LETTER
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 8" PVC SEWER �� SEE WATER LINE W SHALL BE CHISELED IN TOP OF EXISTING
CURB OR IMPRINTED IN w 8" CL -
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. PER DWG CS 249 PROFILE FOR DEPTH NEW CURB AT ALL WATER SERVICE CROSSINGS.
PVC WATER MAIN / 150 241 LF
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT 6. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND
FH FIRE HYDRANT ASSEMBLY - 1 EA
ARE UNDERGROUND INSTALLATIONS. FOR LOCATION OF BLOWOFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. FIRE
ELECTICAL CABLES AND GAS PIPING AND APPURTENANCES TYPICAL SECTION - CALLE MARGARITA (PRIVATE ROAD) HYDRANTS MAY BE USED IN LIEU OF
A MANUAL AIR RELEASE OR BLOW- END CAP ASSEMBLY - 1 EA
CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TRAFFIC INDEX = 4.5 NO SCALE OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS,
AS APPROVED "
TELEPHONE : (800) 422 -4133 BY THE DISTRICT'S REPRESENTATIVE. W 1 WATER LATERAL - 5 EA
8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY S.P.
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 7• UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE
SAMPLE POINT - 1 EA
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING
MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT PROTECTION POST W -16 2 EA
NOTICE. ALL TELEPHONE SERVICES WITHIN THIS PROJECT ARE SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN.
UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES RESET EXISTING SURVEY MONUMENT - 1 EA
AND APPURTENANCES CONTACT THE PACIFIC TELEPHONE 8. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS
COMPANY. FOR HIGH - LINING TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWNS. S 8" PVC SEWER MAIN (PER DWG CS
249) -
TELEPHONE : (800) 422 -4133 NO SHUTDOWNS SHALL BE ALLOWED ON A FRIDAY.
MH
- - -
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE 9. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL
BE {�- - - SEWER MANHOLE (PER DWG CS 249)
UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS AND LOCATED ON THE PROLONGATION OF THE STREET RIGHT -OF -WAY - C
SEWER CLEANOUT (PER DWG CS 249) -
BEAR THE COST OF RELOCATIONS, IF NEEDED. WHENEVER POSSIBLE.
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND ENGINEER OF WORK DECLARATION 10 . FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE
FIRE DISTRICT S SEWER LATERAL (PER DWG CS 249) -
INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES AND MEETING THE DISTRICT'S SPECIFICATIONS, ARE TO BE - INH EXIST
SEWER MANHOLE (PER DWG CS 249)
CONTACT : TELEPHONE : (800) 422 -4133 1 HEREBY DECLARE THAT 1 AM THE ENGINEER OF WORK FOR THIS INSTALLED AT LOCATIONS SPECIFIED
BY THE FIRE DISTRICT.
11. DELETE : NO PUBLIC LIGHTS. PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE -- PROPERTY LINE -
-
DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE 11. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH
12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CAL /OSHA. A
COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF CENTER LINE - -
OUTSIDE THE AREAS TO BE PAVED. CONSISTENT WITH CURRENT STANDARDS. REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO
I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND CONSTRUCTION. ••• 1 % DIRECTION OF FLOV AND GRADE -
-
13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A
N
CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, 12. ALL EXISTING
FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE DAYLIGHT LINE - - 0O
RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE OF MY RESPONSIBILITIES FOR PROJECT DESIGN. CROSSINGS, LINE PARALLELING,
OR PROPOSED CONNECTIONS SHALL BE N
PRIVATE IMPROVEMENTS. �! FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS, OR 2: 1 CUT BANK - of
14. DELETE NO PUBLIC LIGHTS. BY: D ATE. ZlZ�yB
UTILITIES WITHIN 10 -FEET OF PROPOSED WATER MAINS SHALL BE 450 CY
MICHAEL K. PASKO SHOWN ON IMPROVEMENT PLANS. U
15. THE CONTRACTOR SHALL REQUEST FROM THE CITY OF ENGINEER'S OFFICE A RCE 41022 EXP 3131199 13. ALL WATER SERVICES FOR IRRIGATION
MULTIPLE RESIDENTIAL
PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS 135 LIVERPOOL DRIVE SUITE A, CARDIFF, CA 92007 (760) 753 -1453 COMPLEXES
AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS SHALL 2: 1 FILL BANK - 450 CY W _y y OF NOTICE FOR SUCH A MEETING. PHONE: (760) 633 -2770.
HAVE AN APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S
SIDE OF WRIER METER. M --� 7 c s I&N %V PAFK/Nc? A•V Y T /ME R,?& 8 EA I
16. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK W
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 14. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH
I
REPLACED BY A REGISTERED CIVI ENGINEER OR A LICENSED LAND OWNER'S STATEMENT L THE PROCEDURES IN THE STANDARD SPECIFICATIONS.
THE CLASS OF
>_
SURVEYOR. PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR NO QUANTITIES ARE FOR BO DING PURPOSES
ONLY AND SHALL NOT BE USED FOR m
(
17. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO TESTING
ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. CONTRACT OR FINANCIAL PURPOSES.
WATER SERVICE BY CHISELING THE LETTERS "S" AND "W" RESPECTIVELY, 2 THESE PLANS. 15. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS
AND PROVIDE WRITTEN
INCHES HIGH INTO THE FACE OF CURB. DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES.
C)
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A CL
18. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR 16. ALL
DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE V
AND LOCATION APPROVED BY THE INSPECTOR. ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF OF JOINT COUPLINGS WITH 4 MAXIMUM DEFLECTION PER COUPLING (2°
OF PIPE SHALL BE PERMITTED
CURVING
NO BENDING ). (CURVING) .
19. ALL WORK DONE SHALL BE IN ACCORDANCE WITH THE STANDARD IMPROVEMENTS. PER JOINT Q
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE
SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN THESE PLANS WITHIN THE EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS
DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL
AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH �
STANDARD DRAWINGS (LATEST EDITION). WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED ENGINEER OF WORK NOTE
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED SHEET INDEX
WITH THE PROJECT OR UNDER MY CONTROL.
SHEET
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST PRIOR TO USING THESE PLANS FOR ANY CONTRACTURAL OR WORK PURPOSE,
THE No. TITLE O
HAS BEEN OR WILL BE RETAINED TO SUPERVISE ALL GRADING ACTIVITY ENGINEER OF WORK SHALL BE CONTACTED IN WRITING FOR HIS CURRENT
WORK
Underground Service Alert AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. AND SAFETY REQUIREMENTS AND GENERAL WORK NOTES WHICH MAY:
BE MORE 1 PRIVATE DRIVE /GRADING /WATER PLANS - TITLE SHEET O
RESTRICTIVE THAN THOSE SHOWN HEREON; AFFECT THE WORK; AFFECT THE COST 2 PRIVATE DRIVEIGRADING /WATER PLANS - NOTES
O
• SIGNATURE: OF THE WORK. 3 PRIVATE DRIVE /GRADING /WATER PLAN a OR
4 EMBANKMENT BORROW GRADING PLAN,
W
o DOVE HOLLOW Call: TOLL FREE
o ROAD (PRIVATE) 1_800 OWNER: CHRISTOPHER LLOYD EROSION CONTROL PLAN
DOUBLE L
W
J
Q ° Q RANCH ROAD 422 -4133 ADDRESS 2572 LONE JACK ROAD, OLIVENHAIN, CA LO
M
Z , jP o (PRIVATE) ASSESSOR'S PARCEL NO. 264-241-07 �p F E S S / C
o GP I P¢ �� JACK. TWO WORKING DAYS BEFORE YOU DIG o e PAL K N
z 0 !G � TELEPHONE (760) 634 - 5774 p
��. G .Z, q O
P
U z OLIVENHAIN MUNICIPAL WATER DISTRICT I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN CIO
o ?
Z POTABLE WATER SYSTEM APPROVAL ON THIS PLAN SATISFY THE REQUIREMENTS AS STATED IN THE - No. 41022
w
Q ENCINI TAS FIRE PROTECTION FINAL NOTICE OF APPROVAL FOR TM 97 -100 AND THE �' 0
\ f• !t Ap oved by OYLE ENGINEERING CORPORATION STANDARDS FOR P VAT ST EFS. Z ZO ,
EXPIRES 3 -31 -99
AS BUILT DISTRICT COMMUNITY DEVELOPMENT D' i �J
Co ing Engineer _ ; /
9 n
V7CIN17Y MAP DATE JOB NUMBER C 't
z s Qg SD- 001 - 421 -06 MICHAEL K. PASKO R.C.E. 41022 DATE '9T CI I ��\ Q
REVIEWED FOR CONFORMANCE WITH PRIVATE STREET STANDARDS. F F CA1 -� V
NO SCALE /�✓ / /L f� 'Z3 �Q 9a �h �. �-ZS'QS ,C.E. 75325 I
MICHAEL K. PASKO R.C.E. 41022 DATE BY: DATE: BY: DATE: NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DATE BY: DATE
WATER MAIN EXTENSION NO. 14 D LO
Q
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. � o
s - vlLT o 1,0 B CHISELED SQ TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR VED PRIVATE
DRIVE /GRADING /WATER PLANS - TITLE SHEET
STEEL FNCE POST AT SW COR TNT HORIZONTAL: �\
EL CAMINO DEL NORTE & RHO SANTA N/A BY: BY: CALLE MARGARITA NORTHERLY EXTENSION 5259 - Q ••
FE RD 23 W RHO SANTA FE RD & VERTICAL: ���y��/� T•' � DATE: Z/Z fB Z
60' S EL CAMINO DEL NORTE CL N/A ENGINEER OF WORK R.C.E. 41022 DATE: TM 97 -100 Z o
EL 119.476 (DATUM: M.S.L.) MICHAEL K. PASKO EXP. 313119 9 SHEET 1 OF 4 Zj 4=.
Jan 27, 1998 - 2029103 H: \5- LOT \DWGS \05TM- IP1.DWG PLOT • 1 " -1'
CITY OF ENCINITAS IMPROVEMENT PLAN ] Ira
GRADING NOTES
GRADING / PRIVATE DRIVE WATER LINE ( OMWD) - LL RANCH
A. GENERAL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS,
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION • ENVIRONMENTAL DATA
THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS C. GRADING
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE 1. ALL GRADING SHALL BE OBSERVED AND TESTED $Y A QUALIFIED SOILS ENGINEER 1) STEEPEST
EXISTING NATURAL SLOPE ON - SITE = 4890
CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. OR UNDER THEIR DIRECTION. THEY SHALL OBSERVE AND TEST THE EXCAVATION,
PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF 2 MAXIMUM VERTICAL DEPTH OF CUT = 3'
2. THE SOILS REPORT TITLED "GEOTECHNICAL RECONNAISSANCE, PROPOSED TRENCHES. THEY SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL )
DIVISION OF 13.2 ACRES, LOTS 1 THROUGH 5 INCLUSIVE, ENCINITAS, DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF
CALIFORNIA," PREPARED BY COAST GEOTECHNICAL, DATED MAY 15, 1997, GRADING OPERATIONS THEY SHALL STATE THAT THE OBSERVATIONS AND TESTS 3) MAXIMUM
VERTICAL DEPTH OF FILL = 6'
SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. ALL GRADING WERE MADE BY THEM OR UNDER THEIR SUPERVISION AND THAT IN THEIR
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN 4) AVERAGE DEPTH OF CUT
= 0 .5'
SPECIFICATIONS CONTAINED IN SAID REPORT. ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS
AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 5) AVERAGE DEPTH OF FILL = 1.5'
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF CUT = 450
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHE SHALL Cy (QUANTITIES SHOWN ARE FOR BONDING
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS /
AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FILL = 450
PURPOSES ONLY AND ARE NOT TO BE
TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO Cy CONSIDERED ACCURATE OR CERTIFIED
IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT QUANTITIES. QUANTITIES SHOWN ARE NOT
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. BALANCED EARTHWORK TO BE USED FOR CONTRACT PURPOSES)
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL
BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND
THE CONDITION EXISTING PRIOR TO GRADING. ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED SOILS ENGINEERS
CERTIFICATE
TO A MINIMUM OF 90 PER CENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE 1, VITHAYA SINGHANET,
A REGISTERED CIVIL ENGINEER IN THE STATE OF
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR WITH SPECIFICATIONS.
A LICENSED LAND SURVEYOR. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO SOIL CONDITIONS
PREVALENT WITHIN THIS SITE WAS MADE BY ME OR
PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED UNDER MY DIRECTION BETWEEN
THE DATES OF MAY 1, 1997 AND
FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY MAY 15, 1997 ONE
COMPLETE COPY OF THE SOILS REPORT COMPILED
AND HEALTH STANDARDS, LAWS AND REGULATIONS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED ON FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL THESE GRADING PLANS
AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. IN THE SOILS REPORT
FOR THIS PROJECT HAVE BEEN INCORPORATED IN
CONDUCTED BETWEEN THE HOURS OF 5 :30 P.M. AND 7.30 A.M. THE GRADING PLANS AND SPECIFICATIONS.
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE Q R
E's
5 ,
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE O
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH ✓ ��Q•r<�►I6yCy'9l�
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL SIGNED:
y `
CO
y
PRESENT. CITY INSPECTOR; CIVIL ENGINEER; SOILS ENGINEER; OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS VITHA A SINGHAN
T, R.G.E. 782 ' Zm
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADING MEETING ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. EXPIRATION DATE:
12 -31 -2001 � Ex 82 fql
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN P - 3� -oi.
G� e /
ADVANCE BY CALLING (760) 633 -2770. F
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10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY G L�F
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE E EROSION CONTROL
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING CHRIS LLOYD AT (760) 634 -5774.
OPERATION.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY
O
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS
N
FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN
cn
SHALL BE PROVIDED STATING: RAIN IS IMMINENT.
"THE GRADING UNDER PERMIT NO. 5259 -G HAS BEEN
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
Q
AS- GRADED PLAN." W
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
W
GRADING OPERATION. AFTER EACH RUN -OFF PRODUCING RAINFALL. Fu-
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
B. NOTIFICATIONS MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE m
TO INCOMPLETE GRADING OPERATION OR UNFORESEEN
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES PIPES CIRCUMSTANCES WHICH MAY ARISE.
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY L
A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
Cl
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
ON THESE PLANS, HOWEVER: AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. V
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY GRADING PLAN SHALL BE INCORPORATED HEREON.
Q
TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR
STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN
LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF
_
EACH WORK DAY.
N
A. SEWERS - CARDIFF SANITATION DISTRICT - (760) 633 -2772
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN
B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC RAINFALL.
0. - (619) 232 -4252 PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) S
DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (4090). Or
C. WATER - OMWD - (760) 753 -6466 SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH p
D. TELEPHONE - PACIFIC BELL - (619) 298 -0595 p
DIG ALERT 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE p
E. CABLE T. V. - 1- 800 - 422 -4133 EFFECTIVE COVERAGE OF GRADED SLOPES (9090 COVERAGE) PRIOR CL
1- 800 - 422 -4133 TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH W
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PUNCHED STRAW INSTALLED IN ACCORDANCE Wf-TH SECTION
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633 -2770. 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF
J
THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
INSPECTION. PHONE (760) 633 -2770. ALL WORK PERFORMED WITHOUT 11. TYPICAL HYDROSEED MIX.
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 2000 LBSI p9
AC (MIN) WOOD FIBER MULCH Q �pf ESS�O q
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1000 LBS AC (MIN) AMMONIUM PHOSPHATE SULPHATE p � K. < •
20 ( BS/AC (MIN) FESCUEL , OR EQUAL ,��� `�� Z
20 LBS /AC (MIN) ROSE CLOVER °
No. 41022
AS BUILT * EXPIRES 3 -31 -99
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MICHAEL K. PASKO R.C.E. 41022 DATE WATER MAIN EXTENSION N 0. 14 D
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N o
Bu <LT to CHISELED SQ TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP O VED PRIVATE DRIVE
/GRADING /WATER PLANS - NOTES
STEEL NCE POST AT SW COO INT HORIZONTAL
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I BY: C. BY: CALLE MARGARITA NORTHERLY EXTENSION 5259- Q
EL CAMINO DEL NORCE &RHO SANTA N/A `,�
FE RD 23' W RHO SANTA FE RD & VERTICAL. DATE: 2 2 B 3 W
60' S EL CAMINO DEL NOR CE CL N/A ENGIN ER OF WORK R.C.E. 41022 DATE: 3' 2y -9g DA*. 3 " - 'R �) TM 97-100
Z o
EL 119.476 (DATUM: M.S.L.) MICHAEL K. PA SKO EXP. 313119 9 SHEET 2 OF 4 CL
Jan 27, 1998 - 20130104 \5- LOT \DWGS \05TM- IP2.DWG PLOT @ 1 " =1'
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