186 141370
ASSESSMENT ]XST1�ICT 10VEMENT N0. 93 -1 IMl'1 FOR
REQUEZA STREET, CAMINO EL .DORADO CAMINO DE ORCHIQU ROAD ENCINI BLVD
WORK TO BE DONE
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN THE CITY 0� ENCINITAS
IN ACCORDANCE WITH THESE PLANS, THE STANDARD A?�W R /w
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, �O'
(LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL
PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC /O , /e ,
WORKS CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL F IRE
STANDARDS COMMITTEE) THE SAN DIEGO REGIONAL STANDARD HY'ORANT
DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL TYP, 5 5'
PROVISIONS:
E,c7sz ENCINITAS
IMPROVEMENTS (ROAD STD. DWG. SYMBOL „ „ so P SEE SHEE 3T 3T - e� ?y 3' , 45 0' ELEV. dN
r •� I C��
FILL SLOPE (2:/) 2:, TYPE E A.C.D/KE (6-5) 4 OFD /KE �� _ • O Ci Zy a PLANS
290 I Mq.
TO BE BUR /ED 4' 2" TO PROJECT
w � � zy ,
H� 8' FIB •� j �- _� ~ ?�
ABOVE F IA/ /SN GR40E, T/E INTO I 1 •: t : • : - `' ,�� <
CUT SLOPE (2: /) UNLESS OTNERW /SE SNOWA/ 2a :� ::• :: „ -. :. • .. ..
ROADW4Y D/KE. O 259 -1 ao - s4 :.
M
CONSTRUCT STRIACT!/RAZ. SECT /OA/ >• : ;:. f 58- 258- � 32' ��� 5'S/DEWALK A.C. PAVING OWAPPR0VC0
045E CURB
(SEE GENERAL NOTE 2 -SHEET 2) '' 140- 140-
CONSTRUCT A.C. BERM (7- YPIEA)(G -5) ==
SLOPE W 48 53 2' g' /8' ` WATER METER
f i - -- -�- 4 - TYPICAL SECTION
CONS TYP.
vY 258- 258- 258- CAMINO EL DORADO STA.0+00 TO STA.16 +81.42
CONSTRUCT TYRE G CURB 1' GUTTER (G -2) � ,. „ 140- 140- � �i N REOUEITA ST. STA.5 +25.04 TO
STA.9 +10.88
/A/STALL STOP 5 16A1 _. z6me TYPE G - 14e J7 30 ? � ELEV. ON X4.06 . 1 CAMINO DE ORCHIDIA
STA.0 +00 TO STA.6 +25.08
INSTALL STREET NAME S)GN (DS -13) + C URB Y 0 240 pgg_ 32 / = � fi �' e I U NO SCALE
C4 GT ?� I V, PLANS /Z'
V 2�' 2 I �2�e
34 33 SEE SHEE 0 6 2.1 f IL � R/w ¢O, POW-9w POLE
STREET L/GNT STANDARD (E -/) �3� 5o O.C. FLOwDiRECriOA/
CONSTRUCT CROSS - GUTTER (6-12) ::
CONSTRUCT COA/C. LINED BROW 017CAI(0 -75) TYPEA •.:... ;. r �t O F STREET / 258-140- Of 258-140-62 6 "A. C. BERM A.C. PAV /A/G ON
APPROVED BASE CURB
258- 258 - 61 TYPICAL SECTION j t-,0 �' PL NSAr I •1 ��t
CONSTRUCT TYPE ° 6 -/ "CURB INLET (O - ?, D -/2) 258- 2M_ 140- 258 02 c vl . o >' /2'
( ) CHEVRON DETAIL � 1 40- 140- 46 REQg4 K ST. STA.3 +32.00 ti� z
NO SCALE 35 J6 ?1101_ Id e 1
CONSTRUCT A.C. CHEVRONS SEE DE 258-140- 03 258 -140 - 66 � 8 � ?/o
GUARD/?A /L PER CALTRAA/S (A77C 1,A77C - 2) c - TO STA.5 +25.04 NO SCALE I (ILA :l.. �� �� �•
(SEE SHEET 6 FOR LOCATION)
NSTRUCT P. C.C. S /DElU.4LK (G -7) s.oi• ¢C I z58- S. D. S•O• '
CO
140 TYPE 06 " C
' /w SYMBOLS OF EXISTING TOPO A.C. PAVING OW APPROVED BASE CURB
5("p 47 Q 258- 258 -140 - 64 , 5 S /DEWALK
CONSTRUCT TYPE "e "cuRB /NCET(o- z,o -12> , 0 140- o &IMPROVEMENTS WAT
INS METER
TA L L R. C. P• CULVERT VA2 /ES 4/ ro 46 /o = 04 Q TYPICAL SECTION
INSTALL ROCK R/P -RAP (D -40) 5' VAR /ES Q SEWER LINES s CAMINO ELDORADO STA.16 +81.42 TO
C-D-S
(ROCK -SIZE AS /A/DICATED ON P LANS) ' o In 258 -140 - 14 GAS LINES G BRACERO ROAD STA.0 +00 TO STA.13
+04.92
CONST. BLOCK RETA /N /NG WALL C -3 I SAW CUT LINE' EX /ST. /•'/f 258 - � J Ilk ELECTRIC POLE • FUTURE
NO SCALE
ALLEY APRON ELEV OA/ 140- 258 -140- 52 w I TELEPHONE POLE • R/W
PLANS NEW PAVEMENT SLOPE ' 38 W W
258 -140- 13 WATER LINES R/W R/W
WHEEL CN.4 /A? RA MP G -27) ( /o, 258- ,
7 FENCE
W G 1 a�
IMPROVEMENTS Z N I CONCRETE BLOCK WALL /6 $
(WATER STD. DW6. SYMBOL �--- `-,4: ' ��e 2 e /6 6
NEIA! TYPE • G"
S.D. A.C/ PR OILED PAVING "" '^^7
INSTALL 8 "PVC. WATER MAIN (W -2I) -W - � CURB fS /DEWALK _S.D. 258- 258 -140- 12 CONCRETE PAVING - - 2
Z
EXIST. A.C. PAVING 258- W 140- BUILDINGS d Vp. hl /-- ELEV ON '3 U $
. ��-1.1��T �+ •0.. I PLANS I
INSTALL TEE 08 FIRE HYDRANT ]��►L i MA P 140- W o yr 2ye 34 a
Il�g C
/&STALL 8 GATE VALVE I (A STREET LIGHT
m TYPICAL SECTION 39 Q 258- EXIST. CONTOURS .z L
/NSTA[G MANUAL A/R RELEASE VALVE (M.A.R.) O M.A.R. �� '+ 25e- V 140- 253 -140 11 SPOT ELEV.
. . . . as I F111;IIF :::r;. : •:,•....., r' i
STA31 +5443 TO STA32 +6118 SCALE • 1 = 200 _ 09 372 6
ENCINITAS BLVD. -NO SCALE 140- EXIST. WATE METEI? 0 6 "1).C. BERM - � 4 �
INSTALL 2 BLOW- OFF 0 B•o 4o SE HEFT 0 4 `"•"
25J -14 - to AC. PAVING ON APPROVED BASE WATE/? METER
INSTALL / COPPER WATER? Sek'PlICE (W -/) Ow - Z ±� REQUEZA STREET (TEMPORARY) Trp
WIT
INSTALL FIRE 11Y (W -/O W I/ W -19) RE E�iA 5T
t TYPICAL SECTION
CONST H 9p U SP
C T LASH PAD- ` ' �1 4FWST 350- - WATER 258 -350- 258- 258- A BBREVIATIONS REQUEZA ST. STA.0
+00 TO
RC P. C.C. TN/7UST B LOCK (M - /9) 1 40 350- 258 -350 - 34 STA.3 +3 .00 NO SCALE ;
INSTALL DEF. COUPLING -►- I 47 in SEWER MANHOLE S.M.H.
m 258 -350 - 33 I BENCH ELEVAT MARK EL. R/N/ F�rU
258 -350 258 -350- CONSTRUCT B.M. QQ' /�
- 41 12 CONST.
IMPROVEMENTS (SEWER STD. DWG SYMBOL 258- 350- EXISTING EXIST. 4' /e' /3 LE
I
CID
J2 CORRUGATED
NSTALL B VC. SEWER Mq /N SOR 35 (S -4) - -5- C.M.P. HYDRANT
258- 350- PROPERTY LINE Ft
INSTALL SEWER MAA/�4(OLE (S - /7J -O-S- Q 258 -350 13 O if PERCENT e qt `' ELEV. ON
268 -350 -30 /e •p5 C�°il PLANS a Itls:l
INSTALL SEWER PLUG _♦ O 1 w b W 1 ROAD SURVEY
R . S .
INSTALL 4 "P.VC. SEWER SEA?V /CE (.; -/3) Sa-- I j 1258- 258- 25 z58- Q i RIGHT OF WAY R/Wy L
?-
350 350- 350- 350
m 18 19 zo 21 m n ASPHALTIC CONCRETE A.C. .I L✓ \.,.. •.: :: : :..'....'....:.: L: ::'::
"... • 7 C
o� CAST IRON PIPE C.I.P. ?' "�• �� / ";� ` ��
INSTALL CONC. ENCASEMENT (S -7) -�+ o N 258 -350 - 29 EASEMENT ESMT. "
CUTOFF WALL (S - /O) TYPE G
(n REINFORCED CONCRETE PIPE R.C.P. CURB
A.C. PAV /N(s ON APPROVED BASE �-- A.C. BEA?M
OC 1 o PL4G (TEMPORARY)
DECLARATION OF RESPONSIBLE CHARGE ^ PILICT
258 -370 52 n 258 -J70 - 02 POWER POLE
o 1 CO I P.P. TYPICAL SECTION
k N. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK Q v� TELEPHONE POLE T.
Q y FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE N 5 8 - 258- 258- 258 WATER METER W.M. CAMINO DE
ORCHIDIA
V 0 CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED Z 370- J70 370 370 WATER VALVE W STA.6 +25
08TO STA.I3 +09.91
Q O h IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS (� 75 76 77 73 GATE VALVE NO SCALE
-�
� Q � CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT 11 CENTERLINE G.V. R/W 2LL
STANDARDS. y 1 410' 258 -370 - 10 1 HIGH PRESSURE
LO N h =g
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS W ASBESTOS CONCRETE PIPE A.C. P 41 /Q
N, / AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS (y 370- 25 258 X70 POLY VINYL CHLORIDE P.V.C.
,� CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE Q 258-370-50 79 J7 CUL -DE -SAC C.D.S
A
.
g y A,• ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES I I S.P. 8 STEEL PIPE
3 y FOR PROJECT DESIGN. v I E SL / OPE t
W ELEV ON S CUT LINE 5' k
REQUEZA $ S ITE w �
Q 1 0 Q THE LARET COMPANY 58 258- 370 -81 PLt!A/5
` O I� 5708 Calzada Del Bosque 258 , e g
v j Q P.O. Box 9661 370 370 258 -370 - 66 2 � -7� ± o
Rancho Santa Fe, CA 92067 4 7 16 � -
/ NEW TYPE
MELBA RD, 619) 756 -9374 le_ MELBA ROAD CURB LK SIDEWA LiJ
370-
258 - J PLANS PREPARED BY . �ST. A.C. PAVING NEW PAVEMENT
48 Q
JAMES A. LARET RCE 29375 DATE / �o 0
TYPICAL SECTION z
VICINITY MAP / ENCINITAS BLVD. STA.32 +61.18 00 O
NO SCALE S•TA42+06.38 NO SCALE Cn z
LAND DEVELOPMENT ENGINEERING • PLANNING • SURVEYING W (n
571)8 Calzada Dei Bosque • (619) 756 -9374 z W z
P.O. Box 9661, Rancho Santa Fe, CA 92067 • Fax (619) 756 -4231 _ �
(D 0 O
REVISIONS APPROVED DATE REFERENCES DATE MCH MAW SCALE SPECU►L DISTFINCT .A. P.V.P. GALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO. W Q a-
c/Ty OFE NORIa? OVERT. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR /�
`� 0006 5Z 414 L /NAER /AL REQUE,EA HORIZONTAL 141 -4 DATE BY: BY: REQUEZA ST ,CAMINOEL DORADO C AM I NO
ST. 174.3G A N e+P /OGE SL, VERTICAL 10' R.C.E. NO.: 29325 ENGINEER DATE: DATE:
, E ORCHIDIA, BRACERO ROAD, ENCINITAS BLVD S, CS 196
EL.c/7436 1 " =
iAHES A. LARET EXP. 3 - ,i1 -DS R.C.E. R.C.E. WORK PROJECT NO. 386 SHEET I OF 12
SEWER NOTES
3. All areas to be filled shall be prepared to be
GE NERAL NOTES FOR IMPROVEMENT PLANS GENERAL NOTES FOR ENCINITAS SANITARY DISTRICT AND WORK TO BE DONE filled and
fill shall be placed in accordance with
CARDIFF SANITATION DISTRICT SAN DIEGUITO WATER DISTRICT NOTES standard specifications. All vegetable matter
and
A. GENERAL objectionable material shall be removed by the
1. A PERMIT SHALL BE OBTAINED FROM THE CITY DEPARTMENT OF PUBLIC ALL • WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD 1. WATER
MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED contractor from the surface upon which the fill
1. All work shall be done in accordance with these is to be placed. Loose fill and
alluvial soils
WO RKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION), THE SAN ACCORDING TO THE STANDARD SPECIFICATIONS
OF THE SAN DIEGUITO plans, the standard specifications for public
2. DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR WATER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES
works construction, the design construction shall be removed to suitable firm natural ground. HE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH
CITY OF PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF standards of
the city of Encinitas and the San The exposed soils shall be scarified to a depth
ENCINITAS PUBLIC ROAD STANDARDS. STANDARDS COMMITTEE) THE SAN DIEGO REGIONAL STANDARD DRAWINGS ACCEPTANCE. Diego area regional
standard drawings. Any of 6" and then compacted to a minimum of 90
(LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS: changes or revisions therefrom shall be approved percent. It
shall be the contractor's
3. p Y q
APP ROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL b
the Ci Engineer riot to an re for responsibility to place, spread, water and compact
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE NOTED. BE MADE BY THE CONTRACTOR,
UNDER THE SUPERVISION OF SAN inspection. the fill in strict accordance with specifications.
BOUNDARY. DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY 4. Cut and fill slopes shall be
cut and trimmed to
2. PIPE AND BEDDING CONDITIONS: T 2. The soils report titled prepared by
THE DEVELOPER. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL dated shall be considered finish grade to produce
smooth surfaces and
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED ROCK ARRANGEMENTS FOR HIGH-
LINING, TEMPORARY SERVICES, ETC., PRIOR TO as a part of this grading plan. All grading shall uniform cross sections. The slopes of excavations
CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BENEATH THE PIPE. ALL PIPE OF_0t'>IWCx TO I3E INSTALLED PEf? SHUTDOWN.
be done in accordance with the recommendations and and embankments shall be shaped, planted and
BERM, CURB, CROSS GUTTER AND PAVING. 5b1250 5 -4 TYPE eC: trimmed as directed by the engineer
of work and
specifications contained in said report. left in a neat and orderly condition. All stones,
(B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN
roots and other waste matter exposed or excavation
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SIX (6) INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, PROFILE, TOP OF PIPE PROFILE
IS 48 INCHES BELOW CENTER LINE FINISH 3. Approval of this plan does not constitute approval or embankment slopes which are liable to become
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE CRUSHED AGGREGATE, NATIVE FREE - DRAINING GRANULAR MATERIAL GRADE OF STREET.
of sizes, location and type of drainage loosened shall be removed and disposed of. The
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO HAVING A SAND EQUIVALENT OF 30 OR BETTER. facilities, no_ of improvements
within street toe and top of all slopes shall be rounded in
right -of -ways. separate approvals and permits accordance with the Grading Ordinance.
O THER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. 4. ALL SERVICES TO Or-- CONSTRUCTED CLEAR OF ORIVEWAY5. for
these shall be required in conjunction with
HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO improvement
plans. All trees, brush, grass, and other objectionable
MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY SIX (6) INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4 INCH CRUSHED 5. CONTRACTOR TO FURNISH
ONE INCH COPPER WATER SERVICE AND METER 5.
OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT BOX FOR EACH RESIDENTIAL
LOT, WHERE INDICATED. 4. written permission shall be ob tained for any off- material shall be collected, piled or otherwise
disposed of off the site by the contractor so se
GRADES ARE 1% OR GREATER. site grading. to leave'the areas that have been cleared with a
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE 5. Contractor
shall take any necessary precautions neat and finished appearance free from unsightly
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER CALIFORNIA DIVISION
OF SAFETY FOR ALL TRENCH WORK. required to protect adjacent properties during debris. Approval of location of debris fill shall
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE grading operations.
Anything damaged or destroyed be secured from the soils engineer and City
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES OF THE ENGINEER. AIR PRESSURE TEST SHALL BE USED UNLESS 7. INSTALL FIRE
HYDRANTS 2 FEET FROM FACE OF CURB IF NO SIDEWALK shall be replaced or repaired to condition Engineer prior to the disposal
of any such
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS OTHERWISE DIRECTED BY THE ENGINEER. EXISTS, OR 2 FEET BEHIND WHERE SIDEWALK WILL BE CONSTRUCTED.
existing prior to grading. material.
IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING
FACILITIES. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. S-17. 6. The developer shall be responsible
that any D. LANDSCAPING
8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. monument or bench mark which is disturbed
or
POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR destroyed shall be re- established and replaced by 1. All
slopes shall be planted and irrigated in
7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS AND ELECTRIC FINISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE 9. CONTRACTOR SHALL OBTAIN
ENCROACHMENT PERMIT FROM THE CITY OF a registered civil engineer or a licensed land accordance with plans approved by the City
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH ENCINITAS FOR ANY EXCAVATION
WITHIN EXISTING CITY RIGHTS -OF -WAY. surveyor. Engineer. Plans shal conform to the City of
SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. INSPECTOR'S APPROVAL. Encinitas Grading ordinance
and all adopted
10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE 7• The contractor shall design, construct
and landscape and irrigation standards.
maintain all safety devices, including shoring,
TICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 5. THE CONSTRUCTION OF4 -INCH SEWER LATERAL PER SDRSDNO'SS -13 AND WATER LINES ARE INSTALLED WITHIN EXISTING
COUNTY RIGHTS -OF -WAY, and shall be responsible for conforming to all 2. Finish grading and planting shall be accomplished immediately
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. CITY OF ENCINITAS RIGHTS -OF -WAY,
PRIVATE EASEMENTS, AND THE local, state and federal safety and health on all slopes prior to October or
ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES standards, laws
and regulations, upon completion c° any 7, ?opes -rased between
CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY, 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S -10, ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO
WATER DISTRICT October 1 and April 15.
TELEPHONE: 232 -4252 TYPE A. OFFICE. 8. Grading and equipment operating within one -half
(1/2) mile of a structure for human occupancy E. EROSION CONTROL
8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR 7 . ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM 11. PRIOR TO AWARDING
WATER LINE CONTRACT, OWNER SHALL ADVISE shall not be conducted between the hours of 5:30
TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE COVER. PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN p.m. and
7:30 a.m. nor on Saturdays, Sundays and 1. In case emergency work is required, contac CITY OF
City recognized holidays. ENCINITAS at 033 -2770 _ (phone No.).
HIS WORK WITH COMPANY REPRESENTATIVES. DIEGUITO WATER DISTRICT'S SPECIFICATIONS
8. THE FINAL LOCATION AND ELEVATION SEWER AND WATER MAINS AND 9. No grading operations shall commence until a 2. Equipment
and workers for emergency work shall be t g
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE
LATERALS SHALL BE SHOWN ON ORIGINAL .
NAL AS BUILT PLANS, PRIOR TO 12. THE CONTRACTOR SHALL NOTIFYTHEDISTRICT 'S INSPECTION DEPARTMENT pregrading meeting has been held
onsite with the made available at all times during the rainy
ACCEPTANCE OF WORK. followi people present: city Inspector, Civil season. All necessar materials shall
be
APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. OF PROJECT. Engineer, Soils Engineer, Grading Contractor and stockpiled
on site at convenien locations to
TELEPHONE: 293 -0595 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE Permittee. The pregrade meeting
shall be
DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. 13. FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE INSTALLATION.
scheduled with the City at least 48 hours in facilitate rapid construction of temporary devices 0
advance. when rain is eminent. o
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION.
a
UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND 14. APPROVAL OF THIS PLAN BY S.D.W.D. DOES NOT CONSTITUTE A
B. NOTIFICATIONS 3. Devices shown on plans shall not be moved or
BEAR THE COST OF RELOCATIONS, IF NEEDED. REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR THE
$
11. THE CONTRACTOR SHALL NOTIFYTHE DISTRICT'S INSPECTION DEPARTMENT modified without the approval of the Engineering
c
EXISTENCE OF NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OFi 1 • The existence and location of underground utility
Inspector. �
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION STRUCTURE WITHIN THE LIMITS
OF THIS PROJECT. pipes and structures shown on these plans were
INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES F PROJECT. obtained by a search of available records. To
the 4. The Contractor shall restore all erosion control
CONTACT APPROPRIATE COMPANY. 15. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE best of our knowledge
there are no existing devices to working order to the satisfaction of
12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY ENGINEERING utilities except as shown on these plans, however:
the City Engineer after each run - off producing
CROSSINGS,
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITIES CROSSINGS OR
ON THE "AS BUILT' IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR WITHIN 10 FEET OF PROPOSED WATER
MAINS SHALL BE SHOWN ON The contractor is required to take due 5. The contractor shall install additional erosion ,
LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS 13. IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER p recautionary
measures to w
A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK p Y protect any control measures as
may be required by the City
=
DEDICATED TO THE CITY OF ENCINITAS. MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER DISTRICT. existing utilities or structures located
at Engineer due to uncompleted grading operation or p
BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, the work site. It is the contractor's unforeseen
circumstances which may T
16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN responsibility to contact the y arise.
12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO
following
DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS owners of said utilities or structures prior 6. The contractor
shall be responsible and shall take
RELOCATED OUTSIDE THE AREAS TO BE PAVED. APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S
WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT to any excavation, for verification and necessary
precautions to prevent public trespass
SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY location of utilities and notification of
onto areas when im ounded waters create a
13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION EXPENSE WHATSOEVER TO THE OWNER, EXCEPTING ORDINARY WEAR AND OUTSIDE CITY OR COUNTY RIGHT
- OF - WAY OR OUTSIDE WATER DISTRICT commencement of work: hazardous condition. p
ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE TEAR, UNUSUAL ABUSE OR NEGLECT. EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF
BACKFLOW
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR DEVICES ARE RESPONSIBILITY OF OWNER. a, sewers: ENCINITAS SANI.
DIST. 619 - 633 -2730 7. All erosion control measures provided per the
14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE). C. Water: S.D.W.D. 619 - 633 -2650 approved grading
plan shall be incorporated
APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE 17. MINIMUM HORIZONTAL SEPARATION OF 10' REQUIRED BETWEEN FIRE b. Gas
& Electric: S.D.G. E: 1 -800- 422 -4133 hereon.
14. ALL LUMINARIES SHALL PROVIDE TRUE 90° CUTOFF, AND ALLOW NO ESCAPE ALL PUBLIC SEWER LINES, INCLUDING SEWER LATERALS, LOCATED IN HYDRANTS AND S.D.G.& E.
VAULTS.
OF LIGHT ABOVE THE HORIZONTAL. PUBLIC RIGHT -OF -WAY. d. Telephone : PAC. BELL 1 - 800-422-4133 8. Graded areas
around the project perimeter must
drain away from the face of slope at the
e. Cable TV 1- 800-422 -4133
18. UTILITIES TO MAINTAIN MINIMUM S 'SEPARATION WHEN PARALLELING WATER
15. THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEERS OFFICE A SERVICES. conclusion of each work day.
PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEASE 48 HOURS OF 2. Contractor shall notify the City Engineer g, All removable
rotective devices shown shall be
NOTICE FOR SUCH A MEETING. 15. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE office 48 hours prior to
beginning any work p
19. CONTRACTOR & DEVELOPER IS RESPONSIBLE TO RELOCATE ANY EXISTING on this ( ) in place at the end of
each working day when the
OF THE WORK. WATER FACILITY (F.H., METERS, VALVES, VALVE BOXES, ETC.) THAT ARE 19. project. Phone: 619
633- 2600 five (5) day rain probability forecast exceeds
EFFECTED BY ITS PROJECT. 3. The contractor shall give 24 hours notice on forty percent (400). Silt
and other debris shall
16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO be removed after each rainfall.
MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND calls for inspection. Phone: t ben efit 00
MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS EASEMENTS TO 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS All work
performed without befit of
WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A inspection will be subject to rejection and l0. Should
germination of h,droseeded slopes fail to
MAINTAIN THE PUBLIC SEWERS. removal. provide effective coverage of graded slopes (90% + F
MANNER ACCEPTABLE BY THE SAN DIEGO COUNTY WASTE DIVISION. coverage) prior to r;ovember 15, the slopes
shall
17. "WASTEWATER DISCHARGE PERMITS" AND "PLUMBING PERMITS" ARE C. GRADING
be stabilized with punched straw installed in i^
accordance with Section 35.023 of the Erosion and =
REQUIRED TO BE OBTAINED FROM THE CITY OF ENCINITAS AND DISTRICT Sediment Control Handbook of the
state of
1. All grading shall be inspected and tested by a
PRIOR TO ANY CONNECTION TO THE SEWER SYSTEM. qualified soils engineer or under his direction. California Department of
conservation.
He shall inspect and test the excavation placement SL O P f RAT 10 S t ��
and compaction of fills and backfills and
compaction of trenches. He shall submit soils CUT - r,, l FOR MINOR SLOPES, 2 1 FOR
MAJOR SLOPES t b 3
#
reports as required and will determine the FILL 21 Slopes Deviating From The
Above Will Require
suitability of any fill material. Upon completion Approval Of The Director Of Public Works After
of grading operations he shall state that Review Of A Report Frorn A Soils Engineer
s
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS On STRUCTURES AP 73 requi.es every person planning to conduct excavation notify a regional
inspections and tests were made by him or under EXCAVATION 17, 100 1 - f C Y FILL 3000 t C.Y. his supervision and that in ais
opinion, all
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST notification center at least two days prior to excavation and, if practical, the areas
to embankments and excavations were constructed in WASTE 14, 100 C. Y. A Separate Permit Must W
OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. TiE be excavated shall be delineated. A verification cumber will be given upon
such accordance with the a g g plans and p
g
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