1997-5275 I (Plans) i
fi
CfTr0FENCWA5
o I I E S S / ALL *VRK SHALL BE DONE IN ACCORDANCE WM 7W STANDARD SPEM CA 7M
FOR PUBLIC NORKS CONSTRUCTM LATEST ED171ON 7NE SAN DIEGO STANDARD
�y� �� ►� F ( SPECIAL PROVISIONS TO THE STANDARD SPECIFICA FOR PUBLIC NORKS
I M11 y fo CTU� �� CONSTRUCTION, ADOPTED BY lHf SAN DIEGO REGIONAL STANDARDS COMMITTEE).
M
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT AND THE SAN DIEGO REGIONAL STANDARD
DRANINGS (LATEST EDITION).
I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS '" '" FUTURE SEWER PER
DEFINED IN SECTION 6703 OR THE BUSINESS AND PROFESSIONS CODE, AND THAT � 12/31 /01
* * T.M. 93 -211 SYMBOL REM STD. DwG.
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ,r� � �� DWG. NO. CS -260
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS 'rE Of c %L � FUTU U IMPROVEMENTS G 5377 -I PE 0,0 RECoRD a
8VRV9Y At4P NO. 102 A.C. PAVEMENT
9 " '� '"
BY THE CITY TO ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
T.M. 93- 2
REUEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBIUTIES FOR PROJECT f PROPOSED 8+ P KC 6" A.C. BERM, TYPE
"A" G -5
DESIGN. _ SENER MAIN � PER rs NIIIIIIII
LOGAN ENGINEERING V Y PROPOSED 8" CURB / GUTTER (ROLLED) G -4
132 N. EL CAMINO REAL, "N" P.V.C. WATER
ENCINITAS, CA 92024 _ -
(760)- 942 -8474 �, t
PaR LOT 2 AdAP Na. ede � v
RANCHO LAS EIfICl11U7'AS ; NNN-NNNS N 5 , LANDSCAPE STRIP W/ CHEVRONS (SEE DETAIL SHT. 2)
b
I -1 y --,q 1 Z 8 I
BY: DATE �l
DO LAS E. L AN
CUT SLOPE (2:1 MAX)
PVT IMPROVEMENTS
RICE NO. 39726 EXP. DATE: 12 -31 -01 — P -
b FILL SLOPE (2:1 MAX)
--0. CONCRETE DITCH D -75
I 4 0 STREET MONUMENTS M -10
/ I � N '� --► --►
I, D amp E. Z _ A REGISTERED CIVIL ENGINEER IN THE STATE 140T
OF CAUFORNIA. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPUED SOIL A 6 I PEDESTRIAN RAMP G -27
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL v PART
CONDITIONS PREVALENT WITHIN THIS SITE AS MADE BY OR
DIRECTION BETWEEN THE DATES AND ONE Li Li CONSTRUCTION OF GUARDRAIL M -30, M -39
COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY S
ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND / UG
CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR / I
THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND 9,o s e UMITS OF GRADING
SPECIFICATIONS. ry
WATER N PROVEMENTS PER OUVENHAIN 11A.W.D.
o y SPECIFICATIONS AND STANDARD DRAWINGS
RN
DATE: � � � �' F � vv� --
SIGNED BY: �, 9 �, c '�Y d EMT. SEVER SYMBOL rrEwt
PER T M.W 0.38 e P.v C. CONSTRUCTION OF P.V.C. WATER MAINS,
km2m OF .q�� a DNG NO CS -1.37 w w CLASS AS NOTED
REGISTRATION NO. CEZGG - 9Z EXP. DATE: do � e ♦ ♦ A
1 , q ` - i � • CONSTRUCTION OF GATE VALVE ASSEMBLY
m J`
l c� ♦ ♦ em * — F.H. C O MARKER PNER F HYDRANT ASSEMBLY
O � � I �� dd,, g � nt
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST Q _ '�UIi� O ` �► --v '�' CONSTRUCTION
OF MANUAL AIR RELEASE ASSEMBLY
HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
/A/AP N — -�- —
AND ADVISE ON THE COMPACTION AND STABIUTY OF THE SITE. SCALE 1"=100 CONSTRUCTION OF REDUCER
�♦ --1
�•Z -pi 11682
—� CONSTRUCTION OF CAP ASSEMBLY
'# - Wu 6 Lb 6 A 'PA�t'E
BY: DATE: - - f1.� �Z+ty - -� CONSTRUCTION OF MATER SERVICE
DAVID MILLER xP IZ-3I -OL --0- -- CONSTRUCTION OF BLOW -OFF ASSEMBLY N
O
N
CONSTRUCTION OF P/0 X P/0 X FLAME TEE p)
I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON W /FLANGE VALVE
THESE PLANS WITHIN EXISTING CITY RIGHT —OF —WAY WITHIN 60 DAYS AFTER - 1 50 70 0LIC• 'R •O•J •
ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK E E�"f y �•� VE ILS �� ?(�'�j(� +(, CONSTRUCTION
OF ALL P/0 TEE
ACTIVELY ON EVERY NORNAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE i �£
AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR t �! EE 'S t'T r7 f; vew --- 1--
CONSTRUCTION OF ALL P/0 CROSS
UNDER MY CONTROL. O t o I o� 1�0 t I S.P.
� 4400 -1 Tt 0 � 6 -A ft it O &-4 IZE L'D$� C• _ � r1 — -Z — CONSTRUCTION OF
WATER SAMPLE POINT
it 6r- G 4 -to W- OF &- '( C, - f TLm L Z
OWNER: DATE: Z. C a . . 0/ ta4•i1� 1146 C�
n �, - o
DAVID G. MILLER q 7 Z �. ��o Z� _��� .... -- v']'�t �'� ,�- -'�—'— Z ° Z
� << � �-- - `i• �♦.. parr N= WAY W
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ADDRESS: 3080 BLENKARNE DRIVE CARLSBAD, CA 92008 M IA 4'' � ov4 C.t1TZPl �-� \
.� C1 -4 c vR� M 4t' � 0 %4M � &A Cv��
6 �. �c. �� 6
264 - 151 -48, 50, do 51 �•
ASSESSOR'S PARCEL NO.: _ � e� �q� M�� `. N � t-
A- f 46& o t T ES�z -f W45C tr{ k� f - 4m'l0� 8 Irl'DeX M A7F �
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AL TF� Aso �� T.�. - 5 � �
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1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 2:1.
(EXCLUDING EXIST. MAN MADE 2:1 SLOPES)
2. THE MAXIMUM VERTICLE DEPTH OF CUT IS 7 FEET AND THE MAXIMUM . Z 0 "
4
VERTICLE HEIGHT OF FILL IS 4.5 FEET. & Z
3,740 C.Y. 0 LEa j.ai/4 _ W Q Up
A.) AVERAGE DEPTH OF CUT = 2.4 FEET
42,000 S.F. PARCEL 1,3 do 4 OF P.M. 14489 VACANT PARCEL OF LAND DIRECTLY EAST Z V 1 0 C4
530 C.Y. A.P.N. 264 - 151 -48,50 do 51 OF INTERSECTION OF 14th ST. do
z
DESERT ROSE WAY. ALSO DIRECTLY NORTH -S
2.5 FEET Z
B.) AVERAGE DEPTH OF FILL W 0) A SUBDIVISION ION
OF OUVENHAIN ESTATES S BD S
5,700 S. F. W '
S Z Zi
ARTHW'�C N11TIE
ATF OIF E OU�4 �
rl� kt� TIES I.t� � Q O
d t•P VICIMTY MAP N
CUT = 3,740f C.Y. 'P,O. pox 2� 639 N SCALE p M
EXPORT= FILL = 530f C.Y. ���, � g2aZ3_I pEp OLNENHAIN MUNCPAL WATER DIE , me r
3 210 f C.Y. C . Y . THOMAS BR .� •-..
'i (oe- (o3Z -�beq �ar� WATER se�rai A�IO�rA� OS PAGE 1148 A5
EARTHWORK QUANTITIES ARE CALCULATED ON A THEORECTICAL BASIS AND OOF{PORATION
ARE UTIUZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL
QUANTITIES MAY VARY DUE TO UNFORSEEN LOSSES, SHRINKAGE AND /OR 7S SD- 001 - 467-01
SWEWNG FACTORS. • /(� 98 •� Z
R.C. S DATE JOB NUMBER WATER MAIN EXT. NO. 183— A5 -10i � 3 'L -40
A - M ROVED B'Y DATE Note: Sign ure p1m 2 Years Alter Date
DEMIGNED
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS CITY OF ENCINITAS
ENGINEERING SERVICES DEPARTMENT DRAWING N0.
/01 M74501;:c OC -0073 CHIS. SQ. TOP OF HEADWALL W/ PLANS REPARE UNDER THE SUPERVISION OF RECOMMENDED APPROVED PUBLIC
IMPROVEMENTS / WATERLINE PLANS FOR:
CAMIN DELL NORTE i OF SANTA FE AS NOTED DAB �' DES07 5275-1
. 2 ' WEST OF RANCHO SANTA FE AND H0 " Y: BY. WAY
ROAD 3 . � . .�►�— q • 1(i • 7 g R.C.E. RC NO. : 3972 5
60' SOUTH OF EL CAMINO DEL NORTE ,
CENTERUNES. VER11CAL NIA APPROVED BY DATE Do GLAS E. LoGAN EXP. t2 - 3t -ot DATE: �! !D -Za,4 WORK PROJECT NO.
CITY OF ENCINITAS TM 91 -198 SHEET 1 OF 11f
- 119.476 DATUM: U.S.C. A G.S.
o�c To s� DONE 4. CUT
ARAM PLm
AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO °CETY
W
A. GENERAL PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF WOREATM&
AND EMBANKMENTS SHAD_ BE SHAPED, PLANTED AND TRIMMED
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD AS DIRECTED BY THE ENGINEER OF WORD AND LEFT IN A NEAT AND ORDERLY
1. BRUSH, ROCKS, DEBRIS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AND THE DESIGN CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR f L0 06
TRAIL TRAiL SURFACE SHALL BE NATIVE SOIL OR DECOMPOSED GRANITE AS
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME
APPROVED BY THE CITY INSPECTOR.
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL
THEREFORE SHALL BE APPROVED BY THE CiTY ENGINEER PRIOR TO ANY SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
2. MAXIMUM CUT SLOPE IS 2:1. MAXIMUM FILL SLOPE IS 2:1.
REQUEST FOR INSPECTION.
� 3. VERTICAL GRADE OF TRAIL SHALL NOT EXCEED 20%.
TRACT MAP No. 2. THE SOILS REPORT TITLED PREPARED 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE
MATERIAL SHALL BE 4. CROSS SECTION OF TRAIL SHALL LOT BE LESS TRAM 1% OF GREATER THAN 5%.
BY DATED SHALL BE COLLECTED, PULLED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A
5. VERTICAL CLEARANCE OF 12' SHALL BE lviAlNTAiNED AT ALL POiMS.
IN ACCORDANCE WiTH THE RECOMMENDATIONS AND SPECIFICATIONS NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL 2. THE ADDITION
OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING 6. PROVIDE WATER BARS ON TRAILS WITH GRADES OF 7% OR GREATER. THE
CONTAINED IN SAID REPORT. OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER OR COVERING SALINE SOILS TO PROVIDE
VIABLE CONDITIONS FOR MINIMUM SPACING SHALL BE ONE WATER BAR FOR EVERY 5' RISE.
AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. GROWTH. 7. TRAIL MARKER: CARSONiTE CIB -380
MOWN 66", TO BE INSTALLED PER
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A
VIGOROUS MANUFACTURER'S SPECIFICATIONS.
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS AVAI
LABLE FROM: CARSONITE
RIGHT - - WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE D. EROSION CONTROL WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING,
UNTIL THE PROJECT 1301 HOT SPRINGS ROAD
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. CARSON CITY, NEVADA 89706
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DOUGLAS E. LOGAN AT IS COMPLETED AND ALL SECURITY RELEASED. 1- 800
-648 -7974
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. LOGAN ENGINEERING. (619) 756 -8696 O MWWFAL WATER ----CT
901m& ImmamEmm ED=
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE
WATER SYS TEM_ NOTES 1. A PERMIT SHALL BE OBTAINED FORM THE ENCINITAS ENGINEERING SERVICES
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING AT ALL TIMES DURING THE RAINY SEASON(OCT. 1- APRIL 15). ALL NECESSARY POTABLE
WATER
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION MATERIALS SHALL BE STOCKPILED ON SiTE AT CONVENIENT LOCATIONS TO FACILITATE
DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY.
EXISTING PRIOR TO GRADING. RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 1. WATER WORKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE DETAILS 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS
AND MATERIALS AS SPECIFIED IN THE OUVENHAIN MUNICIPAL WATER DISTRICT PUBLIC ROAD STANDARDS. R -VALUE TESTS SHALL
BE REQUIRED PRIOR TO
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE STANDARD
SPECIFICATIONS FOR THE CONSTRUCTION OF WATER MAINS AND CONSTRUCTION. (PUBLIC)
BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED APPROVAL OF THE ENGINEERING INSPECTOR. FACILITIES, DATED MARCH 1997 WITH
REVISIONS. CONTRACTOR SHALL HAVE A
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND CURRENT COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT
ALL 3. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS
SURVEYOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO TIMES. STANDARDS. R -VALUE TESTS SHALL
BE REQUIRED PRIOR TO CONSTRUCTION.
WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH (PRIVATE)
2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS SHOP DRAWINGS SIX
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY RUN -OFF PRODUCING RAINFALL. 4. APPROVAL OF
THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE
' APPROVAL OF A CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY.
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS 5. THE CONTRACTOR SHALL INSTALL ADDiTiONAL EROSION CONTROL MEASURES ACCOMPLISHED
PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE
AND REGULATIONS. AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING DISTRICT'S INSPECTOR. 5. ALL
UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE
OPERATION OR UNFORESEEN CIRCUMSTANCES THAT MAY ARISE. CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSiRUC110N
OF BERM,
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1 /2) MILE OF A 3. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION
OF DISTRICT'S C URB, CROSS GUTTER AND PAVING.
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY INSPECTOR.
INSPECTOR'S SCHEDULING MUST BE 24 -48 HOURS IN ADVANCE OF 6. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN
HOURS OF 5:30 P.M. AND 7:30A.M. NOR ON SATURDAYS, SUNDAYS AND CiTY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WORK.
ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
RECOGNIZED HOLIDAYS. WATERS CREATE A HAZARDOUS CONDITION. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER
EXISTING FACILITIES
4. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN EXCEPT AS SHOWN ON THESE PLANS. HOWEVER,
THE CONTRACTOR IS
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PROFILE,
TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING
HAS BEEN HELD ONSiTE WITH THE FOLLOWING PEOPLE PRESENT: CiTY PLAN SHALL BE INCORPORATED HEREON. GRADE OF STREET. FACILITY
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND SHOWN ON THESE PLANS.
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM 5.
INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE 7. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE
LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKDAY. LOCATED 5 -FEET FROM A SIDE
LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO
CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER CONSTRUCTION OF NEW WORK. CONTRACTOR
WILL MAKE EXPLORATORY
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END
SERVICE CROSSINGS. EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST
AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL FORTY PERCENT (40x). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER 6.
MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES.
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND EACH RAINFALL BLOW -OFFS AT ALL LOW POINTY; IN THE WATER MAIN PROFILE.
FIRE HYDRANTS
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN
LOCATED 8. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC COMPANY
HAULING OPERATION. AT OR NEAR HiGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S PRIOR TO STARTING WORK NEAR
COMPANY FACILITIES AND SHALL COORDINATE
REPRESENTATIVE. HiS /HER WORK WITH COMPANY REPRESENTATIVES.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE
NOTICE ALL ELECTRICAL AND GAS SERVICES WITHIN THiS PROJECT ARE
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN COVERAGE OF GRADED SLOPES 90% COVERAGE PRIOR TO NOVEMBER 15, THE 7.
UNLESS OTHERWISE NOTED CONNECTIONS TO EXISTING MAINS SHALL BE
( ) � EST "UNDERGROUND INSTALLATIONS*. FOR LOCATION OF ELECTRICAL
AS- GRADED FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN MADE DRY.
THE TiME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN
BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 5275 -1 HAS BEEN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL
SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE DIEGO GAS AND ELECTRIC COMPANY.
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. NOTIFIED TWO
WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. TELEPHONE: (800) 422 -4133.
PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT
SHAD_ BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER E. HYDROSEED 8. CONTRACTOR SHALL COORDINATE WITH DISTRICT
ALL ARRANGEMENT'S FOR 9. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK NEAR
WHO CERTIFIES SUCH GRADING OPERATION. HIGH -LINING TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWNS. NO COMPANY FACILITIES
AND SHALL COORDINATE HIS /HER WORK WITH COMPANY
1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 SHUTDOWNS WILL BE SCHEDULED ON A FRIDAY. REPRESENTATIVES.
B. NOTIFICATIONS (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE:
9. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE NOTICE ALL TELEPHONE SERVICES WITHIN THIS
PROJECT BOUNDARY ARE
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES a. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. LOCATED ON
THE PROLONGATION OF THE STREET RIGHT -OF -WAY WHENEVER "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND
APPURTENANCES CONTACT PACIFIC BELL
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. POSSIBLE.
TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT
TELEPHONE: (800) 422 -4133
SHOWN ON THESE PLANS, HOWEVER: SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER 10. FIRE HYDRANTS, AS APPROVED BY THE
APPROPRIATE FIRE DISTRICT AND 10. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY
OF THE MATERIAL AS APPROVED BY THE CiTY ENGINEER. MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT
AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES LOCATIONS SPECIFIED BY THE FIRE DISTRICT. COST OF RELOCATIONS,
IF NEEDED.
TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
11. ALL TELEVISION SERVICES WITHIN THiS PROJECT ARE "UNDERGROUND
WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 11. CONTRACTOR SHALL
REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTE CONTACT �
THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE
N
OWE
ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: SUBMITTED TO THE DISTRICT
PRIOR TO CONSTRUCTION. OWE 422 -4133. O NOTIFICATION OF COMMENCEMENT OF WORK: 12. P PR SOURCES
AND RUNS SERVING STREETLIGHTS SHALL BE SHOWN ON THE N
NOTIFICATION
SEWERS - CARDIFF SANITATION DISTRICT - (760) 633 -2770 a. SEED MIX SHALL CONSIST OF NO LESS THAN: 12. ALL EXISTING FACILITIES WHICH
MAY AFFECT FINAL DESIGN, I.E., LINE "AS BUILT IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED a
b. GAS do ELECTRIC - AR -SAN DIEGO GAS & ELECTRIC - 619 232 -4252 CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS
SHALL BE FIELD WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO
C. WATER - OLIVEN MUNICIPAL WATER DISTRICT - 760 753 -6466 1 • 20 LBS. PER ACRE OF ROSE CLOVER VERIFIED. ALL EXISTING OR PROPOSED
UTILITY CROSSINGS, OR UTILITIES WITHIN THE CITY OF ENCINITAS. (PUBLIC)
d. TELEPHONE - PACIFIC BELL TELEPHONE CO. - (619 293 -0595 10 -FEET OF PROPOSED WATER MAINS, SHALL BE SHOWN ON IMPROVEMENT
13. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED 0
e. CABLE TV - DANIELS CABLEVISION - (800) 422 -4133 2. 20 LBS. PER ACRE OF ZORRO FESCUE PLANS.
OUTSIDE THE AREAS TO BE PAVED.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO 3. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA 13.
ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES 14. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY.
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED CITY
OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR
4. 4 LBS. PER ACRE OF ACHILLEA MILLEFOUA BACKFLOW PREVENTION DEVICE ON CUSTOMERS SIDE OF WATER METER. RESPONSIBILITY
OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE F�
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PRIVATE IMPROVEMENTS. (IF APPLICABLE)
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PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF 5. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) 14. THE WATER SYSTEM
SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE
INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. PROCEDURES IN THE STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE 15.
ALL LUMINARIES SHALL PROVIDE TRUE 90- DEGREE CUTOFF, AND ALLOW NO V
6. r LB. PER ACRE OF DIMORPHOLECA USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES ESCAPE
OF LIGHT ABOVE THE HORIZONTAL. (PUBLIC) Z
C. GRADING (CLOSED) AND APPURTENANCES. 16. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES
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7. ITEMS C, D. E. AND F OF THIS SUBSECTION MAY BE OMITTED ON DEPARTMENT A PRE - CONSTRUCTION MEETING AND
SHALL PROVIDE AT LEAST 48
1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOIL ENGINEER LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE 15.
CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN HRS OF NOTICE FOR SUCH A MEETING. PHONE NUMBER: 633 -2770.
OR UNDER HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. DIMENSIONS TO
INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. Z
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFlLL.S AND 17. THE DEVELOPER SHALL BE RESPONSIBLE
THAT ANY MONUMENT OR
ESTABLISHED
COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS 8. ITEM "A" OF THIS SUBSECTION MUST BE INOCULATED WITH 16. ALL DEFLECTIONS
(HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF BENCHMARK THAT IS DISTURBED OR DESTROYED SHALL BE W
REQUIRED AND WALL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. MI
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED
LAND
UPON COMPLETION OF GRADING OPERATIONS AND TESTS WERE MADE BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. JOINT COUPLINGS WITH 4e
MAXIMUM ON PER COUPLING (2o PER JOINTDRILLING SURVEYOR.
18. THE DEVELOPER SHALL MARK THE L OF EACH SEWER LATERAL AND
HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT IN HIS /HER OPINION, ALL NO BENDING (CURVING) OF PIPE SHALL B BE C1I E
WATER SERVICE BY CHISELING THE LETTERS EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE
9• ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN TTERS S AND "W RESPECTIVELY, 2 HiGH
WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF
INTO THE FACE OF THE CURB.
FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED T0, OR
EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. PRINTED ON SAID CONTAINERS. "A" 19. THE ADDRESS OF
EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO LOCATION APPROVED BY THE INSPECTOR. ALL WORK
SHALL BE DONE IN ACCORDANCE WITH THE STANDARD
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE
W
2:1 CUT 20. K
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2:1 FILL
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN
TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO DIEGO REGIONAL STANDARDS COMMITTEE), AND
THE SAN DIEGO REGIONAL Z Q
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS b. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE.
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR STANDARD
DRAWINGS (LATEST EDITION). � Z
INSTALLED. HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED R MUST BE FINISHED 4J
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ALL BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF GRADE La .14(
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SH THE STRAW INTO THE SOIL GRADED WIDTH
2X MIN a
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE VARIES (3.5' -10') 2 "X6" REDWOOD BACK OF CONC. G�
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MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE c. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH
HEADER (TYP.) CURB OR 6" 2" " 0
CONTRACTOR FORM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. 15% SULFUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. /45' )
A.C. BERM 4 LENGTH VARIES 5 -14 Z W Im z ZJ - 4 'z
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM R 4
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6"
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