1991-549 R (Plans) 141370
STREET NAMES ON F= //JAL MAP
OLD STREET NAME NEI,V STREET NAME NOTE WORK TO BE DONE
RANCHO OE MAYO WILDFLOwEFZ DR.
C I VIA RAAJCHOFELIPE VIOLET RIDGE OF VA RANG 0 RICARDO REQU FOR T14E
T14E CUL-DE SIGN p�S 7HETCURRENT� OJ DIEGO COUNTY COUNT.' REGION L. STANDARD ACC TTHE ESE
DECLARATION OF RESPONSIBLE CHARGE S E NGINEERS CE RTIFICATE VIA LALEH LILfIC cSUMMIT LOCATED AT THE EAST END OF LOT 11 WITH
THIS APPROVAL, AND EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION;
EXCEPT FOR THE MARKING WITH 4 X 4 WHITE MARKERS
t�LIFO AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS.
R i Ni Ay: REGISTERED CIVIL ENGINEER OF THE STATE OF OF THE AREA ENCOMPASSED BY THE OFFER
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I CNIA P DOINhG G BUSINESS IN THE FIELD OF APPLIED SOILS V/A RANCHO RICAR
JASMINE CREST IN THE FIELD, Yt
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS ! ' , OF DEDICATION, TO THE SATISFACTION OF THE CITY ENGINEER. IMPROVEME
NTS STD DWG N0. SYMBOL R UANT /7Y
DEFINED IN SECTION 5703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE MECHANICS HEREBY CERTIFY THAT A SAMPLING AND A STUDY OF THE SOIL -\ ^
-
DESIGN IS CONSISTENT WITH CURRENT STANDARDS. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY GENERAL
DIRE SU LS REP REPoRR COMPIL CE OF C
I THE / '9 Ea,ONE M COMPLETE
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE
COPY OF THE SOILS T COMPILED FROM THIS S M
DY, WITH Y RECOMMENDATIONS THE SOIL REPORT TITLED F `�' U-' I v�� Ir:TATI0I�REPARED BY
HAS BEEN �
� ��r I�L
CITY OF ENCINITAS is CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME CI ENGINEER. — CUT SLOPE 2 : MAX
\/ /9, BOO C.K
AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. � ( . AYIXfE_ DATED 7 GRAD19 SHALL BE I V Y
BY: Jc r f- A��rll CONSIDER D A PART OF THIS GRADING PL ALL ING SHALL BE DONE
�v "- "fir N.
- A / A
IN ACCORDANCE WITH RECOMMENDATIONS AND SPECIFICATIONS CONTAINED 157 L.F
EXPIRES
R.C.E. 04 35 DATE / - 7 , IN SAID SOILS REPORT. SPECIAL PRECAUTIONS FOR OVER EXCAVATION AND .0 DIKE (G-5)
_ __ _ /9,800 c q�31�,5 :
SAN DIEGUITO ENGINEERING, INC. RECOMPACTING AT THE TRANSITION FILL AREAS SHALL BE OBSERVED PER FILL SLOPE - 2
1 MAX
4407 MANCHESTER AVENUE SUITE 105 1 TLIE ABOVE SOILS REPORT.,
ENCINITAS IFORNIA 92624 OWNER S CERTIFICATE ,. , Mr
PHONE: (619 ) 753 -5525
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN G ` '
OR WILL BE RETAINER TO SUPERVISE OVER GRADING ACTIVITY AND ADVISE - -'A f%t,- - /r_'. F - AC E - - jL, „ 1 , F _
- - 12 f, 560 SF
CROSS GUTTER G
ON TAE CQMPAC ION A D STABILITY OF THIS SITE. r y , rt , 19 EA.
q J I F` SANDBAGS STACKED THREE HIGH
BY: _ _a. C9 ` - _ _ _ DATE: Z 2' l I _ .��� �'� -i A�- I?YiNr a'-I I ��'1�l
DATE �` CHEYRON5(SEE DETAIL,SHEET51 TTY 234 L.F
R.C.E. NO. - 28479 -. - - -- - -- 9 r .; q
A14MOUD EIDARI r' r 1`' tiA;- '„
M A.C. PAVING PER STRUCTURAL SECTIONS /15 L.F.
'i AND GENERAL NOTES ,
GRADING SPECIFICATION , =s'
A.C. OVERLAY PER STRUCTURAL SECTIONS � 3/, B40 S. F.
ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OF A QUALIFIED SOILS AND GENERAL NOTES
ENGINEER AND ENGINEERING GEOLOGIST t IN ACCORDANCE WITH THE �` /5, �, BARRICADE (M -9)+ 26 L F
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. RECOMMENDATIONS SET FORTH IN THE SOILS AND GEOLOGICAL REPORTS �
hI � /yam D.G. SURFACE PER STRUCTURAL SECTIONS
AND GENERAL NOTES
0 38, 760 S.F.
MAMECHANGEFROM"RANCHO CHEVRONS (SEE DETAIL SHEETS) 234 L.F
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED` G/� CURB AND GUTTER - ROLLED G -4 - -- - - - - " --
y 743 L.F
CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE EXISTING /5' PUBLIC 0 3 DEMAYO "PER DOC. NO,
PLANS WHICH THE DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND S EASEMENT PRIVATE JO ; 1995-0700422 AS RECORDED
DRAINAGE SWALE
y
DESIRABLE IMPROVEMENTS. PRIVATE ROAD EASEMENT PER DOG NO. ZI O
< ON 10 - 20 - 93 GUARDRAIL PER CALTRANS (A77C I )
A77G2) 360 L.F
19 9q - OIG1g21 RC D, ON 3 -11 - ! 1S'SEWER EASEMENT BURIED POST ANCHOR (All D)
I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE I tY PER f ,1h4R TERMINAL SECTION TYPE C (A71E)
PLANS WITHIN EXISTING COUNTY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE I ` / CD - 13 `iI 4S F/P * 9 1 - 03 30�
CABLE ANCHOR (BREAKAWAY) ASSEMBLY(A77E)
OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY I - - - - �- TYPE 8 FLARE (A79- A)
NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY - - _
OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL `, ��505.3 SDS - SHEET 1 F - - - - - _ _ _ _ _ DRAINAGE
A 10' RECREATION TRAIL I O 3 LS'PUSLIC SEWER 15'PUBLIC SEWER
i EASEMENT PER FINAL MAP 27 1 EASEMENT CURB INLET, TYPE B D -2 8 EA. 28 ,���w ��
1 EASEMENT I 1 0
END OF 16 EXIST 20' O.M.W.D. L— -
OWNER: 1 I IS' PitBtl /� o �Q b 4 w 6 7 9 EASEMENT
29
SDS - 5 3U
--
ATTORNEY /N / FACT - RECREATION E� EMBNTfEft / D 1 w i CATCH BASIN, TYPE F D -7
- ^I - -
�I I
SPILLWAY
�s AIL ESM ��{L , ti� v)
5 I STORM DRAIN CLEANOUT - TYPE A D -9
v fir, SH C �FE 3 \\ — F ._ SHEET 7 F u0 _- - - 2 EA.
ADDRESS: /622 CONSTi4&c7lON C /ROLE AYE6T I 26 �O� `� W_�` � � / �LALEH 10 1
SUITE A I F� Fu 10'RECREAT/QV I/ V. I / Q' 6 /�V / �LILgC SU W _ tj A.C. SPILLWAY D -22
�;;" 70
CA L.F
/ �' I a'v O !T 1' W
I Fq CRF / _
/Rl� /NE, . 927/4 \ Ri DG E TRAIL EASEMENT 0 ' /C RF
PER FINAL MAP Iii l j8
HEAD
\ / VgCAT / WALL STRAIGHT, TYPE A D -30 - - - - --
PHONE: (7/4) 66/ -8766 W RECREATION TRAIL 25 2 3 10'PyilttE DRA /NAGS" / 3 12 (CIRC PIPE)
EASEMENT PER FINAL MAP 24 SDS -2 � � 4" PFR -FHdAt 20'RECREATION TRAIL HEADWALL WING D -34
O u EASEMENT PER FINAL MAP
O U 'PRIVATE R AD ASEMENT F -R _ 1 1 (12" TO 36" PIPE)
u cOC. -0161 48 RC 3- - 4
13 BROW DITCH, CONCRETE LINED D -75 �� j 3,940 L.F.
15_
EXISTING � � �
CONCRETE L!/6 2 ' A,
PUBLIC SE Z 14
PUBLIC EASEMENT - 17 N 3 / PUBLIC ROAD EASEMENTS
EXISTING l5
1/ SHE \� SY\ DEDICATED AND REJECTED .
ECTED ON RIP RAP ENERGY DISSIPATOR D-40 119 X
T ,r fv' TME1 FINAL MAP '-
SEWER EASEMENT v+
RD. �R�' O+\ ?4 1 S 30� /32
I STORM DRAIN, RCP, CLASS III, 1350 -D /B " - L.F
6d1 CPU N- fF M� p qC P
-
w M NE E S
QP N Q - �°= 24" 6`14 G.F.
FOR Rp 36 �` + N 10 0 22 �� 9 �¢VI� NCHO- RICARDO Fu 0. 34. - 7h �.F.
RCp 1 OOQ g R /�4T 24"R.CP 72" -249 / u I SEWER L.F
d o BUMA N I J PAGF , SHE E 9
D EA5EME I 1 6
PRIVATE ROAD /N ER 1S' 21 _ PVC SEWER MAIN - - - -S -- S 757 C.F.
JACK ° KEY MAP LEGEND PER Doc uo_ 1994- o16l9a1 MAP sEwEBL1c 1 c� "'
�o� I STREET NAME FROM FINAL MAP (VIOLET R1DGE� A5 RECORDED ON 3 - 11 -99 9 �'fJCp RESM 20 19 18 I —
SITE FIRE HYDRANTS +�' 74 „SH '5EWER 5EMEWr = 17 I N SEWER LATERAL S -13 - -�tn}3 31
EA.
R.C.p EET RCD
2 . 6 -7-91 A5 F P w
10'PRIVATE 1 -- X91 l I 15'PUBLIC SEWER
h E� SEWERLINE S DRAINAGE -_ --- __ 'fie _ EASEMENT IO'PRIVATESEWER SEWER MANHOLE - 4' x 3' S -17
-- -0 21 EA. EXISTING EASEMENT IN L. /NO EASEMENT OF THE CITY OF ESCONDIDOVOR - - - _ - - _ _ _ _ ` EASEMENT PER
\ FINAL MAP
y�PT WATERLINE W 5-SEWER S RECREATION TRAIL WATER IMPROVEMENTS PER OLIVENHAIN M.W.D.
E EASEMENT PER FINAL MAP SPECIFICATIONS AND /OR STANDARD DRAWINGS
y �e ' ;_�� ` STREET NAME SIGNS + KEYMAP TM 88-183 8"P. V.C.
CONSTRUCTION OF POLYVINYL CHLORIDE W
1i 1 SCALE - 1” = 200' WATER MAINS I CLASS AS NOTED 4, 620
r �, ,
r j F" �= BLOCK NUMBERS 6600 �' �'��. CONSTRUCTION OF WATER SERVICE - 1" 31 EA.
AS -BUILT
EASEMENTS = __ _ _ = NOTE: SEE SEWER LATERAL TABLE ON SHEET 9. M.A.R ,O
CONSTRUCTION OF MANUAL AIR RELEASE - 2" 2 EA. C
C 38144 '
Ld
/ DRAINAGE FLOW -- , - - --- -- 97 r Exp � 3� 9� - 80 . R1i
VICINITY MAP ARROWS IN STREETS — IVAN R FOX EXP. DATF CONSTRUCTION OF BLOW-OFF ASSEMBLY 2"
H.C.E. 38144 �\ % civil_ �Q
\ 9 CONSTRUCTION OF FIRE HYDRANT ASSEMBLY ♦ F. 14. B EA. w
- -- DRAINAGE FACILITIES `��' Z 2i
SHEET 5 B "G.v <.q-
CONSTRUCTION OF GATE VALVE /O EA. �
SHEET LIMITS N
�rn
X: C)
ENCINITAS F //�E DEPARTMENT A5 BuILT NOTE: loo PRIvAreROAD,c a�ic uri ES RECREA710MA� EASF _=Irr N
z
IRREVOCABLE OFFER5 OF, F 60' PRIVATE ROAD AND P UBLIC UTILITIES EASEMENT - - - _ IF --
A ��
APPROYED BY: DEOICATION FOR ROADWAY (4.0' IRREVOCABLE. OF OF PEDICATtO�
4 t2' 12' _I-4' 5 10' )5' ! 15' 10 5' cU
DATE: j 17 9l PURPOSES AS SHOWN ON X CONSTRUCTION OF Ilt P/0 X P/0 X FLANGE TEE Itz
CI! w.
FINAL MAP VACATED PER 1, ., �/ `L
DOC. VO. 1994 01 0 199 3 A5 2 �' 2% ti c GT 2 2 W /FLANGE VALVE N1,4 N 2% 2X
�_ 2 L'X� 2% 2X E ?� W
CARD /FF SAN /TAT /ON D /STR /CT RECORDED ON 3 - 11 -99
F/! CONSTRUCTION OF ALL PIO TEE -- -- N/A
APPROVED BY: ; e • __ -- _—
pp - ROLLED CURS AND GUTTER (G-4) ROLLED CURB AND G�lTER (G -4) RECREATION CONSTRUCTION OF REDUCER •
N/A z
DATE: _L' ) 3 �' A.C. STRUCTURAL SECTION - A STRU CTURAL SECTION —� T RML M T
PER G fw a m r- F 6 6 - 9ENERA ' PE TO 2x00 - 4 "A OAI 4CL n (.0
a
OLIVENHAIN MUNICIPAL WATER DISTRICT , W /3"AC M4 8 CL -- - - "' - -- G
"r" 2 +00 TO f2+6o.6s- 4 "ACOnI p"CLa
CONSTRUCTION OF CAP ASSEMBLY � �V /,� -
WATER WORKS APPROVAL PRIVATE RESIDENTIAL' STREET — TYPICAL �� H RESIDENTIAL STREET — TYPICAL �
U)
q - - -- — - H' * P10 = PUSH ON OR MECHAI✓ /CAL JOINT
L ^. / - - -- --- -
�
RANCHO DE MAYO
Ap ved b �� OYLE ENGINEERING CORD I No SCALE No SCALE I �, �, ��`QUANT /T /ES 4 .4E SHO /4�N
FOR
V) DIstrlCts Consulting Engineer C WILDFLOWER DgVE
F evnloi PURPOSES ONLY. W W
SD -001- 346 -03 VACATED PER RE50LUTION NO. 94 -/3 RECORDED 3 -11 - AS OOC NO. 1994 - 0 /4. 1993
R.C.E. 325 / SAE JOB NUMBER WITH RE5MVAT/ON FOR PUBLIC Crr/L. t RECREATIONAL TRAIL E119EMSArr 0 L)
z
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT �
APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. LLJ Q
A5 - HUI LT`3 Q q —2J,9 F INAL MAP DESCRIPTION: COUNTY BENCH MARK NO. PLANS PREPARED UNDER SUPERVISION OF RFCOM EN
ED APPR E 'i
CON
OC 0073 –CHIS. SQ IN TOP OF HEADWALL TM 88 /B.�
NORTE &RANCHO S EL CAMIN DEL HORIZONTAL 1" =200' DATE : JAN 10, 1 990 BY BY: INEEh OCEAN VIEW ESTATES
0549 —R
RECORD FROM: C.S.D VERTICAL CONTROL R.C.E. NO.: 28479
ELEV: 119.476 DATUM: U.S.C. & G.S. VERTICAL N /' STEP EN D. DILLEMUTH DATE: '�Z'�� DATE: /L /
- EXP. 3 -31 - 94 WORK PROJECT NO. CITY OF ENCINITAS _ TM 88 -183
SHEET I OF 26
SDE 3529.01
141370
(CONTINUATION OF GRADING NOTE NO. 12) 21 . PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS ON SITE WATER
AND SEWER
SYSTEMS SHALL SATISFACTORILY PASS ALL REQUIRED TESTS AND Elk CONNECTED TO THE
EROSION CONTROL V A"URES FOR A PERIOD OF TIME SATISFACTORY TO THE PUBLIC WATER b SEWER SYSTEMS. IN ADDITION THE
FIRST LIFT OF ASPHALT PAVING
CITY ENGINEER Ay8 SHALL GUARANTEE THEIR MAINTENANCE AND SATISFACTORY SHALL BE IN PLACE TO PROVIDE ADEQUATE, PERMANENT
ACCESS FOR EMERGENCY VEHICLES.
PERFORMANCE 7MROL16H CASH DEPOSIT AND BONDING IN AMOUNTS AND TYPES SAID ACCESS SHALL BE MAINTAINED TO THE SATISFACTION
OF THE FIRE DEPARTMENT.
SUITABLE TO THE CITY ENGINEER.
GRADING NOTES D. GRADING IMPROVEMENT NOTES WATER NOTES
1. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER 3HALL SUBMIT TO 1. PRIOR TO ANY WORK BEING PERFORMED IN THE PUBLIC RIGHT -OF
-WAY
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL A RIGHT-OF CONSTRUCTION PERMIT SHALL BE OBTAINED FROM THE PUBLIC
A. GENERAL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDIT IONS AND REQUIREMENT5 WORKS OFFICE AND APPROPRIATE FEES PAID IN ADDITION
TO ANY OTHER
THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. , 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE DECEMBER E6Q
PERMITS RUIRED STANDARDS OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT. CONTRACTOR SHALL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 2. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER
HAVE A COPY OF THE STANDARD SPECIFICATIONS OF THE JOB SITE AT ALL TIMES.
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION, 2.
THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO COUNTY
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF STANDARDS
AND AS APPROVED BY THE CITY ENGINEER. 2. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR.
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETER-
INSPECTOR'S SCHEDULING MUST BE 24 -48 HOURS IN ADVANCE OF WORK.
APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. MINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE
OPERATIONS HE SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY HIM APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY.
3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP
2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION FOR A OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND
OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET.
PROPOSED RESIDENTIAL DEVELOPMENT FOR A 72 ACRE PORTION ON THE NORTH EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING 4.
ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT OF WAY SHALL BE
HALF OF TRACT 4446, SAN DIEGO COUNTY, ENCINITAS, CALIFORNIA, PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR CONSTRUCTED
CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, 4. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED
PREPARED BY RANDALL & ASSOCIATES, INC. DATED MAY 25, 1988, SHALL BE THEIR INTENDED USE. CROSS GUTTEA AND PAVING. 5
FEET FROM A SIDE LOT LINE. A 3/4 INCH HIGH LETTER "W" SHALL BE
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED
IN NEW CURB AT ALL WATER
IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED 3. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE 5.
THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON SERVICE CROSSINGS.
IN SAID REPORT. POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL THESE PLANS WERE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. TO THE
SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES
EXCEPT AS 5. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION
SHOWN ON THESE PLANS HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE AT ALL LOW POINTS IN THE WATER MAIN PROFILE. FIRE HYDRANTS MAY BE USED
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND PRECAUTIONARY
MEASURES TO PR&ECT ANY EXISTING FACILITY SHOWN HEREON IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR
RIGHT -OF -WAYS. SEPERATE APPROVALS AND PERMITS FOR THESE SHALL BE EROSION CONTROL MEASURES HAVE BEEN INSTALLED. AND ANY OTHER WHICH IS
NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE HIGH OR LOW POINTS.
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE
MET BY WORK TO BE DONE SHALL 6. UNLESS OTHERWISE NOTED CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. PLACED IN ACCORDANCE WITH STANDARD SPECIFICATONS. ALL VEGETABLE MATTER BE CONFIRMED
BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE TIME AND DURATION 0V ANY SHUTDOWNS OR EXISTING MAINS SHALL BE SUBJECT
AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING
TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL
UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT MINIMUM IN ADVANCE OF ANY SHUTDOWN.
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED REVISIONS
TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A OF
EXISTING FACILITIES. 7. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH -
TO GRADING. MINIMUM OF 90 PERCENT. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY LINING, TEMPORARY SERVICES, ETC., PRIOR
TO SHUTDOWN.
TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC
COMPANY
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WITH SPECIFICATIONS. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES
AND SHALL COORDINATE HIS B. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED WORK WITH COMPANY REPRESENTATIVES. THE PROLONGATION
OF THE STREET RIGHT -OF -WAY WHENEVER POSSIBLE.
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. S. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISHED GRADE TO
PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF NOTICE: 9. FIRE HYDRANTS, AS APPROVED BY THE
APPROPRIATE FIRE DISTRICT, ARE TO BE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS
INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT.
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY ALL ELECTRICAL
AND GAS SERVICES WITHIN THIS PROJECT
LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR BOUNDARY ARE
"UNDERGROUND INSTALLATIONS ". FOR LOCATION 10. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH OSHA. A COPY OF
REGULATIONS. EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED OF ELECTRICAL CABLES, GAS PIPING AND APPURTENANCES
EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED
SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY,
TO THE DISTRICT PRIOR TO CONSTRUCTION.
8. GRADING AND EQUIPMENT OPERATING WITH ONE -HALF (1/20 MILE OF A STRUCTURE BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. TELEPHONE:
1- 800 - 422 -4133.
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BEETTWW EN THE HOURS OF 5:30 PM 11. ALL WATER SERVICES FOR IRRIGATION
AND COMMERCIAL OR INDUSTRIAL
AND 7:30 AM NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 6. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE 8.
THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW PREVENTION DEVICE ON
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CON- PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE
HIS CUSTOMER'S SIDE OF WATER METER.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS TRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT
WORK WITH COMPANY REPRESENTATIVES.
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF
12. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS
CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND NOTICE:
TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES.
THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
HOURS IN ADVANCE. ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE 13. ALL EXISTING FACILITIES WHICH MAY
EFFECT FINAL DESIGN I.E.: LINE
10. SLOPE RATIOS E. LANDSCAPING "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND CROSSINGS, LINE PARALLELING
OR PROPOSED CONNECTIONS, SHALL BE FIELD
APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY, VERIFIED. ALL EXISTING OR PROPOSED UTILITIES CROSSING OR
WITHIN TEN (10)
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS TELEPHONE: 1 -800- 422 -4133. FEET OF PROPOSED
WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS.
CUT -- 2 : 1 -FOR ALL SLOPES APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF
FILL - 2 : 1 - FOR ALL SLOPES ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION 9 • THE CONTRACTOR SHALL NOTIFY
THE NORTH COUNTY CABLEVI OMPANY 14. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN A WITH THE PROCEDURES
STANDARDS. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL ALL COORDINATE HIS IN THE STANDARD SPECIFICATIONS.
THE CLASS OF PIPE IPE SH SHALL BE USED 0 THE
SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE APPROVAL OF THE WORK WITH COMPANY REPRESENTATIVES. DESIGNATED WORKING PRESSURE
FOR TESTING ALL PIPE, VALVES (CLOSED AND
DIRECTOR OF PUBLIC WORKS AFTER REVIEW OF A REPORT FROM A 2. FINISHED GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES APPURTENANCES.
BUTTERFLY VALVES SHALL BE DRIPTIGHT AT 200 PSI MINN�IMUM.
PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED NOTICE:
SOILS ENGINEER. BETWEEN OCTOBER 1 AND APRIL 15. 15. THE SUBMISSON AND APPROVAL OF ALL SUBMITTALS AS REQUIRED
BY THE STANDARD
EXCAVATION: 19,800 19 S00 ALL TELEVISIONS SERVICES WITHIN THIS PROJECT BOUNDARY SPECIFICATIONS IS TO BE ACCOMPLISHED
PRIOR TO THE PRECONSTRUCTION
+/- CY* FILL: , +/- CY* ARE "UNDERGROUND INSTALLATIONS" FOR LOCATION OF CABLES MEETING WITH THE DISTRICT'S
INSPECTOR.
F. EROSION CONTROL AND APPURTENANCES CONTACT THE TM CABLEVISION COMPANY
WASTE /IMPORT: 0 +/- CY* A SEPERATE PERMIT MUST BE OBTAINED FOR COMPANY,
WASTE OR IMPORT AREAS. 1. AT ASE EMERGENCY WORK IS REQUIRED, CONTACT MAHMOUD HEIDARI TELEPHONE: (619) 436 -2693 SEWER
NOTES
SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED ON 10. THE CONTRACTOR SHALL NOTIFY THE OLIVENHAIN MUNICIPAL WATER
DISTRICT "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR PUBLIC
THE SITE OF THIS GRADING DURING GRADING OPERATIONS SUCH OPERATIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORKS CONSTRUCTION 'LATEST EDITION ", THE SAN DIEGO STANDARD SPECIAL
WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE DIRECTOR OF ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
WORK WITH COMPANY REPRESENTATIVES. PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ADOPTED
PUBLIC WORKS OF THE DISCOVERY. GRADING OPERATIONS WILL NOT RECOMMENCE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID BY
THE SAN DIEGO REGIONAL STANDARD COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS."
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE DIRECTOR OF CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. NOTICE:
PUBLIC WORKS TO DO SO. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT APPROVAL 1. TRENCH WIDTH
SHALL BE PER SDRSD NO. S -4.1 UNLESS OTHERWISE SHOWN.
*
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. OF THE ENGINEERING INSPECTOR. ALL WATER MAINS AND SERVICE LATERALS WITHIN
THIS PROJECT
BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION 2. PIPE AND BEDDING CONDITIONS:
CALCULATED ON A THEORETICAL BASIS - ACTUAL QUANTITIES MAY 4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING OF WATER
MAINS AND APPURTENANCES CONTACT THE OLIV �B) ENHAIN A) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO ALL PIPE SHALL HAVE 4" MINIMUM
OF 3/4 INCH CRUSHED ROCK BENEATH THE PIPE.
VARY DUE TO SHRINKAGE OR SWELL FACTORS.) MUNICIPAL TER DISTRICT, .C.PBS (12)R NCHES
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF TELEPHONE 619) 753 -6466 MINIMUM ABOVE THE
PIPE SHALL BE SAND, GRAVEL CRUSHED AGGREGATE, O
B. ENVIRONMENTAL ( RECREATION TRAILS ONLY) PRODUCING RAINFALL. NATIVE FREE - DRAINING GRANULAR MATERIAL HAVING
A SAND EQUIVALENT OF 30 OR BETTER.
11. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY C P.V.C. AND A.B.S. SOLID WALL
PIPE BEDDING FROM BOTTOM OF PIPE TO
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS (� 12 INCHES
I
1. STEEPEST EXISTING SLOPE = 19 X AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST INIMUM ABOVE
THE PIPE SHALL BE 3/4" CRUSHED ROCK. A.B.S. SOLID WAL PIPE MAY BE
MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OF RELOCATIONS, IF NEEDED. USED ONLY WHERE PIPE
INVERT GRADES ARE 1% OR GREATER.
2. MAXIMUM VERTICAL DEPTHS: (A) CUT = 3 FT, (B) FILL = 3 FT. OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
= 0.7 Q7 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU- 12. C.M.P. STORM DRAINS SHALL BE CERTIFIED BY
THE SOILS ENGINEER TO HAVE A 3. AFTER COMPLETION OF PIPE LAYING ALL MAIN LINE, SEWER SERVICES LATERALS AND
3. AVERAGE DEPTHS: (A) CUT
FT, (B) FILL = FT TIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS 50 YEAR SERVICE LIFE FOR THE PARTICULAR
SOIL AND LOCATION SHOWN ON THE STRUCTURES SHALL BE TESTED NE PRESENCE OF THE ENGINEER. AIR PRESSURE TEST
CREATE A HAZARDOUS CONDITION. PLANS. THIS CERTIFICATON SHALL BE MADE PRIOR TO THE INSTALLATION OF THE SHALL BE USED
UNLESS OTHERWI SE DIRECTED BY THE ENGINEER.
C. NOTIFICATIONS STORM DRAIN. u 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRADING PLAN 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER SDRSD NO. S -17.1 PRECAST y
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES. AND STRUCTURES SHALL BE INCORPORATED HEREON. 13. NO PAVING SHALL BE DONE UNTIL
EXISTING POWER POLES ARE RELOCATED OUTSIDE MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. OF THE AREA TO BE PAVED. INSPECTOR'S APPROVAL.
„
TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTLITIES EXCEPT AS 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE
14. ALL INTERIOR SUBDIVISION ROADS ARE PRIVATE. ( EXCEPT RANCHO DE MAYO) 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERALS PER SDRSD NO'S S -13 AND S -14.
LATERALS O to
SHOWN ON THESE PLANS, HOWEVER; FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. SHALL NOT DISCHARGE DIRECTLY
INTO A MANHOLE. °
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END 15.
THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE ENGINEER PRIOR TO
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK OF EACH WORKING DAY WHEN THE FIVE ((5) DAY RAIN PROBABILITY FORECAST MAKING
ANY CHANGES IN THE FIELD. 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD N0. S -10.1 TYPE "A ".
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE EXCEEDS FORTY PERCENT 40X). SILT AND OTHER DEBRIS SHALL BE REMOVED 16.
THE STRUCTURAL SECION SHOWN ON THE PLANS IS THE MINIMUM SECTION REQUIRED 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 INCH MINIMUM COVER.
rn
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY AFTER EACH RAINFALL. BY THE CITY. ACTUAL STRUCTURAL SECIONS WILL
BE DETERMINED AFTER THE "R" w
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND VALUE TEST HAS BEEN CONDUCTED BY A QUALIFIED SOILS ENGINEER ON THE
8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE SHOWN ON D
NOTIFICATION OF COMMENCEMENT OF WORK: 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE ,7.
z
PREPARED SUB -BASE MATERIAL. THE "R" VALUE TEST AND RECOMMENDED ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF THE
WORK.
COVERAGE OF GRADED SLOPES 90% COVERAGE) PRIOR TO NOVEMBER 15, THE ENGINEERED STRUCTURAL SECTION MUST BE APPROVED BY THE CITY ENGINEER
PRIOR p1
A. SEWERS - CARDIFF SANITATION DISTRICT - (619) 944 -5070 SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE N OF
BASE AND PAVING MATERIALS. STRUCTURAL SECTIONS 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IN O aN
TO THE INSTALLATION
WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF SHALL BE NOTED ON THE "AS BUILT' DRAWINGS. WRITING
PRIOR TO THE ACCEPTANCE FOR PUBLIC USE. �il C*4
B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC 1- 800 - 422 -4133 THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION.
Ny)c
17. ALL EXISTING STREETS SHALL BE CORE TESTED TO DETERMINE THE EXISTING 10. FILL AREAS MUST BE COMPACTED
TO 90% PRIOR TO PIPE INSTALLATION. W �°
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - (619) 753 -6466 11. DRAINAGE AND EROSION CONTROL SHALL BE ACCOMPLISHED IN CONFORMANCE WITH STRUCTURAL
SECTION AND TO DETERMINE THE EXTENT OF OVERLAY OR m = u
RECOMMENDATIONS MADE IN THE "PRELIMINARY 6EOTECHNICAL INVESTIGATION" AS
D. TELEPONE - PACIFIC BELL TELEPHONE - 1- 800 - 422 -4133 RECONSTRUCTION NECESSARY TO ACHIEVE THE REQUIRED "R" VALUES. TESTS SHALL 11.
THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN v
PREPARED BY RANDALL i ASSOCIATES INC. AND INCLUDED AS ATTACHMENT B OF BE PERFORMED AT LOCATIONS APPROVED BY THE CITY ENGINEER.
ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. A
E. CABLE TV - TM CABLEVISION - (619) 436 -2693 THE ENVIRONMENTAL EXTENDED INITIAL STUDY PREPARED BY P 1 D TECHNOLOGIES , INC.
C r
IN ADDITION TO EROSION CONTROL MEASURES INDICATED IN THE STUDY, SILTATION /S rfW CON7/fACTAT .f1h4L4 04WGIES7 MINI 77YE C/TY EN6/N6ER
A 12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE ova
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BASINS OR OTHER INTERCEPTING STRUCTURES SHALL BE LOCATED ADJACENT TO THE H9Ei:Ltwo5T/1
LC'T /ON MEE7)N6.wA40 ,Sl"44 A14omw AT LEAST 449 YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR
BEGINNING ANY WORK ON THIS PROJECT. PHONE (619) 944 -5070. SITE DRAINAGES TO PREVENT SILTATION INTO THE SITE DRAINAGES TO THE SATISFACTION
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