2000-6394 I (Plans) GENERAL GRADING NOTES IMPROVEVMNT AND GIZADING PLANS FOR.
L ALL WORK SHALL K DONE N ACCORDANCE WITH THESE PLANS, LEGEND
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LA B THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS
IMPROVEMENTS STD. DW GS. SY1NB0t
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY ' PUBLIC ACC SS
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE
SUBDIVISION BOUNDARY ---------------------------------------------------
- - ;-
CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
Z. THE SOILS REPOR T TITLED 'CEO I ECHNiCAL NVESTiGATMK PCC /ENHANCED PAVING----------- - - - - -- SEE DETA
t L SHT. t --- --------
ENCIMTAS RESORT HOTEL, ENCNTAS CALIFORNIA' PREPARED BY GENERAL IMPROVEMENT NOTES
URS (;IG MER WOODWARD CLYDE, DATED DECEMBER 6,1999
ti 6' TYPE 'G' CURB It CUTTER -------------------- SuRS G-2 ------------------
AND ADDENDUM NO.1 DATED FEBRUARY 23, 2000 SHALL BE L A PERMIT SHALL BE OBTAINED FROM THE ENCnVffAS ENGINEERIFPG ` �`'�
4
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING _ + '`..\ 1,�` PROPOSED CUT SLOPE t2. 1 UNLESSS
OTHERWISE SE SHOWN) --_--------_-~----- _ -__ - -
SHALL BE DONE N ACCORDANCE WITH THE RECOMMENDATIONS SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF
_ ova
AND SPECIFICATIONS CONTAINED N SAiD REPORT. WAY. ��
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF 2. THE STRUCTURAL SECTION SHALL BE N ACCORDANCE WiTH THE CITY
PROPOSED F I LL SLOE i2� i UNLESS OTHERII i SE SOWN) ------------------- - - - - --
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF OF ENCINITAS STANDARDS. 'R' VALUE TESTES SHALL BE REQUIRED
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE PRIOR TO CONSTRUCTION. EX I ST I NG CONTOUR----------------------------------
------------ - - - ---
APPROVALS RIND PERMITS FOR THESE SHALL BE REQUIRED N 3. APPROVAL OF THESE A(PROVEMENT PLANS AS SHOWN DOES NOT € .,, .,
t
CONJUNCTION WITH IMPROVEMENT PLANS. t
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE OF THE � �..-� . -- "�" x, r � `'• �
PROPOSED CONTOUR ---------------------------------------------------------
4. WRITTEN PERMiSSION SHALL BE OBTAINED FOR ANY OFF -SITE PROJECT BOUNDARY.
GRADING. BE CONSTRUCTED CONNECT ,.�,\ �•. Wiz
& CONTRACTOR SHAIt TARE ANY PECESSAft1' PRECAUTIfNS REQUIRED 4. ALL UNDERGROUND UTILITY WITHIN THE STREET RIGHT -OF -WAY SHALL > � o ,��
> ----------- ---- -- X 69 CONNECTED AND TESTED PRIOR TO CONSTRUCTION �* c �
EXISTING ELEVATION--------- ----- ----- ---- ---- _~-------- 0
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS E i 2�
OF BERM. CURB, CROSS GUTTER AND PAVING. 4 , - -- ---- ��
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED TO THE i SPOT ELEVATION-----------------------~----~~~~~-
--------------
SATiSFACTION OF THE ADJACENT PROPERTY OWNER. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGRO '
S. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF ,1 .0
r DAYLIGHT LINE -----------------------------------------------------------
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGif+EER ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE t �, ��j� •'�.
• \
OR A LICENSED LAND SURVEYOR. PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE t �, SOUTH CARLSBAD
CHAIN LINK FENCE -- --------- ------ -SDRSb M - 6-- --- - ~---`~~ ~ - " -
T. THE CONTRACTOR SHALL DESIGN. AND MAINTAIN ALL PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY {
� . j� - ' � \ ��
t t `' '�: �. J ' ORA 1 NAGS DITCH ------------ SDRSD D - 75 (SEE DETAIL, SHT. 2) ---------------
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT `o ,� STATE
BEACH
FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY SHOWN ON THESE PLANS. n 1(•` ,
AND HEALTH STANDARDS, LAWS AND REGULATIONS. _ ALINI WALL------ _---- ----- -- - - - -- DETAIL . SHT.8 ---------------------
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO -n ' S ��'`�\,, f : 1 / l 1 ;
,f : ; RET
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF GM BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO � c� � ; �.,w'�
., •. ! ;
MiLE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES 1 1 I \,. ''� _~' =" f PR 1 VATE INLET / CLEADlT---------
- - ~ - -~ ~_SEE DETA 1 LS BHT. 2---- - - - ---
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:,30 A.M. -•.;E c ''
NOR ON SATURDAYS, SUNDAYS AND CiTY RECOGNIZED HOLIDAYS. SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REViS10NS TO3 ---
---- -- ------- --- - -- _ ---------
PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION c� - `~ - �--� `"" N \ STORM DRA i N
0 (SEE NOTES SHT 2)
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE GRADING OF EXISTING FACILITIES. _ _
MEETING HAS BEEN HELD ON SITE WiTH THE FOLLOWING PEOPLE z r z *r J � ,.. a> CIEA TYPE A ------------------------
SDRSD D- 9----------- - - - --- - - --
PRESENT: CITY INSPECTOR, CALIFORNIA DEPARTMENT OF PARKS AND
T THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC i f '� .. t ` `' -, - y� -
RECREATION REPRESENTATIVE, CIVIL ENGINEER, SOILS ENGINEER, COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND f 4= + r •-
i •- ®`-'
GRADING CONTRACTOR AND PERMITTEE. THE PRE GRADE MEETING SHALL COORDINATE HIS/HER WORK WITH COMPANY REPRESENTATIVES. � �: ` � t -
•.. CURB INLET. TYPE 8---- --- ---- ---- --------- - -SDRSD 0 - 2 -----------------
q; ' €� r "� LA COSTA BEAC1�1�`CLUS �,
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN.� ; jt! �- i � �•• _
ADVANCE BY CALLING (760) 633 -2770. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS _ RIP RAP PAD-------------------
------ -SORSD D - 40-- ---------------- -- - - -- --
PROJECT ARE 'UNDERGROUND INSTALLATIONS.' FOR •,i, .R, "` •� ..,... _ _ - - .- - ,R ;
I& PRIOR TO HAULING SOIL OR CONSTRUCTION MATERIALS TO ANY LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND t j � �' � =
w �
PROPOSED CONSTRUCTION SiTE WITHIN THIS PROJECT THE APPURTENANCES CONTACT THE SAN DIEGO GAS ELECTRIC
� I I` ...- -• ;;,'' ` � - REMOVE EX IST. AC, PAVEMENT------------------------------------------------
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE
COMPANY. f 1 S BLUFF V I LLAG� , K
1 z
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER TELEPHONE= (800) 422 -4133 �} •.. \ AP No. 7274-
} ' _ > _... GRAVEL BAG----------------------------------------------------------------
SHALL COMPLY WiTH ALL CONDITIONS AND REQUIREMENTS THE CITY THE ACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING 1
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. \
WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER ; 1 ; •- '
S 1 LT FENCE-------------------- - - - - -- SEE DETAIL, ---------------- - - - - -- ...,.r ..i..�
L UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING WORK WITH COMPANY REPRESENTATIVES. I , ; '� _ t �• tr �� '`:•
l
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL
RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT
PROVIDED STATING: 'THE GRADING UNDER PERMIT NO. 6394-1 HAS BOUNDARY ARE 'UNDERGROUND INSTALLATIONS.' FOR • � `:d , '
BEEN PERFORM G IN PLAN SUB CONF LOCATION OF CABLES AND APPURTENANCES CONTACT KEY MAP LEGEN • ; j `
APPROVED D SHOWN ON E ATTACHED PACIFIC BELL. f s ,�;,
AS- GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE STORM DRAIN ---------- --- SHEET iD EX OWNERS CERTIFICATE
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT
SUCH GRADING OPERATION- THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED LOT L I NE --- --- -- ----- SHEET I TITLE
SHEET
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. SUBDIVISION BOUNDARY -- - - -- KEY MAP SHEET 2 NOTES A DETAILS
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOG i ST HAS BEEN OR WiLL BE
NOTIFICATIONS KL ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE 'UNDERGROUND SCAL E v I ' =100' SHEENS 3-5 GRADING & IMPROVEMENTS
RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
INSTALLATIONS.' FOR LOCATION OF CABLES AND APPURTENANCES
EASEMENT LINE -- - --- -- ----- SHEET 6 TEMPORARY EROSION CONTROL STABILITY OF THE SiTE.
L THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES CONTRACT (800) 422 -4133. SHEET NUMBER ---- - ---- O SHEETS T_ 1O
STRUCTURAL DETAILS i FURTHER AGREE TO COMMENCE WORK ON ANY I TS SHOWN ON THESE PLANS WITHIN
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A L NO PALING SHALL BE DONE UNTIL EXIST iG POWER POLES ARE SHEETS
1-25 PLANTING AND IRRIGATION EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTiON PERMIT AND
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR RELOCATED OUTSIDE THE AREAS TO BE PAVED. SHEET 26 iNRERM ACCESS GRADING
8 IMPWNEMEN IS TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHEET 27 INTERIM ACCESS TEMPORARY EROSION CONTROL AND INDEPENDENT
OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL.
SHOWN ON THESE PLANS, HOWEVER: 12. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION SHEETS ZB 30 HORIZONTAL CONTROL
THE CONTRACTOR IS REQUIRED TO TAKE DUE ON-Y• CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE
OWNER I M- 45nCir1 i 13 R f 'cost
PRECAUTIONARY EO TRUCTTUR AT THE WORK SIT CONSTRUCTION RESPONSIBILITY OF ANY THESE PRIVATE KI
IMPROVEMENTS. D ESIG N
OF OR EARTHWORK N AD , SD9'4S/FVc�ldw 2 eW,*Wo �a5, 1.4 &t�i'Oik,t
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT APPLICABLEL
THE FOLLOWING OWNERS OF SAID UTILITIES OR OJT = 4600 C.Y. � �
STRUCTURES PRIOR TO ANY EXCAVATION, FOR
t3• THE CONTRACTOR MALL REQUEST FROM THE ENGINEERIFPG
VERIFICATION AND LOCATION OF UTILITIES AND DEPARTMENT A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT FILL = 8 C.Y.
NOTIFICATION OF COMMENCEMENT OF WORK: LEAST 48 -HOURS OF NOTICE FOR SUCH A MEETING. PHONE NUMBER MOOR = Tip C.Y. `!`
IGNATUR DATE �
A. SEWER -LCWD (760) 753 -0155 633 -2770.
/ATTQJTTOS LA6001f to
S. GAS A ELECTRIC -SDG&E 4007 422 -4133 M. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR V\
C. WATER -SDWD (760) 633_2709 BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- PRO DT \ _ ;.; SOILS
ENGINEERS CERTIFICATE
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A
D` TtZEPF - PAC�iC DELL l * LICENSED LAND SURVEYOR. a COSTA 4 jr 1, LEO D. HANDFELT, A REGISTERED CIVIL
ENGINEER IN THE STATE OF CAL i FORN t A, I
E. CABLE TV -(T60) 488 -6200
F. CALIFORNIA DEPARTMENT OF PARRS AND RECREATION N- ALL WORK SHALL BE DONE N ACCORDANCE WiTH THE STANDARD S
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS IrECHANICS,HEREBY
CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST
(858) 642 -4215 EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE ` I THIS SITE WAS MADE BY ME OR UNDER
MY DIRECTION BETWEEN THE DATES OF (V
N ,<<
2. CONTRACTOR SHALL NOTiFY THE CITT OFFICE AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION c
OCTOBER 4, 1999 AND JANUARY 31, 2000. ONE COMPLETE COPY OF THE SOILS REPORT cn P COMP I LED FROM THIS STUDY, WITH MY RECOMMENDATIONS.
HAS BEEN SUBMITTED TO THE
STATE OF CALIFORNIA DEPARTMENT OF PARKS AND RECREATION OM (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND
48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT, THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). � �
OFFICE OF THE CITY ENGINEER. FURTHERMORE. I HAVE REVIEWED THESE GRADING PLANS Q
PHONES (760) 633 -2770 (CITY) = t858) 642 -4209 (DPR) o AND CERTIFY THAT THE RECOMiAENDAT I ONS INCLUDED IN
THE SOILS REPORT FOR (
PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATI �.' Oiy Z
3r THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS
11A
FOR INSPECTION. PHONFs (760) 633 -2770. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE LEGAL DESCR �, w
w
SUBJECT TO REJECTION AND REMOVAL- SIGNED: LEO D. ANDFELT RCE N0.3175 EXP. DATE: 2/31/00 � N 317::
� _
RANGE WEST, SA B�INO i�R OTSS 4�42� 7 AM 428 OF SEA BLUFF - * �� � �/� � � �
SOURCE OF TOPOGRAPHY THE CITY of EN COUNTY OF SAN DIEGO VICINITY MAP sf I YiI ���► Z
rrII
VILLAGE PER MAP NO. 7274, ALL N NOT TO SCALE DECLARATION OF RESPONSIBLE CHARGE �� w
O
TOPOGRAPHY WAS COMPILED BY PHOTOGRAMMETRIC STATE OF CALIFORNIA. � CA l��"
� Q ��� i HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT
�
METHODS FROM AERIAL TOPOGRAPHY, DATED 6/8/99
ASSESSORS PARCEL NUMB DEF I NEDI N EXERCISED RES
PROJECT A S cr 0
SECT I ON 6703 CHARGE
OF THEBUS T
I NESS AND PROFESS E A
I ONS CODE. AND THAT THE U Q I
DEV I AT i ONS OR CHANGES FROM THESE PLANS WILL NOT BE ALLOWED DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
y Q"
2:6- 041 -24, 254- 430 -02, 254- 430-03, 254- 430 -04
IMPORTANT NOTICE UNLESS REQUIRED BY THE CITY INSPECTOR OR A CONSTRUCTION CHANGE " LL "
SECTION 4216/4217 OF THE GOVERNMENT CODE REOt11FtES IS APPROVED BY THE CITY ENGINEER. I UNDERSTAND THAT THE CHECK OF PROJECT
DRAWINGS AND SPECIFICATIONS 8Y THE �
A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
RELIEVE ME. AS Q � —
A 'PERMIT TO EXCAVATE' WILL BE VALID. FOR YOUR DIG - -:. ENG I NEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
DESIGN. z CV t0
ALERT I.D. NUMBER CALL TOLL FREE 1- 800 -422 -4133 STATE OF CALIFORNIA COACMIUNITY SERVICES LEUCADIA COUNTY WATER CON014UNITY DEVELOP
t' ESS /
TWO WORKING DAYS BEFORE YOU DiG. L Lo
D EPARITAIENT DISTRICT
ICT
a Aalf BY: REVIEWED BY: REVIEWED BY: �. a 0
REVIEWE BY: REVIEWED w � Z
ROGER BALL RCE NO. 27678 DATE 7°
RICK ENGNEORM �'" w w L
�n� DATE DATE DATE DATE �� — M Z A&B 1 �
0 O 0
CIII&MIANIMM 4"4 P, . REVISION APPROVED DATE REFERENCES DATE ]BENCH MARK SCALE ENCI MAS FIRE DEPARTp4Uj= A
PPROVALS CITY OF ENCINITAS ENG G DEPARTMENT DRAWING NO. Li.l Q
RE!/ /SE.S'T17flMORA /d�S' g mys 8 tt DESCRIPTIONi DISK STAMPED OC 145 1968 REVIEWED BY: PLANS PREPARED UNDER SUPERVISIO F RECOMMENDED
APP ED IMPROVEMENT AND GRADING PLANS FOR
CoU
RE,oLr9CE SHEET PSe E7 0 9 LOCATIONe N. PART OF LA COSTA AVE. 6R10tE
AS- U /LT / TER /Mfi 'ESS r ABOUT 100 FT. E. OF LA COSTA AVE✓HWY.101 WIPOL N/A 7/ DATE r BYe BYe LA COSTA
BEACH C ,� �r, A�, 6394 -I
C - v INTERSECTION ON SW CORNER OF CONCRETE C�I� `i ?C�� op
r a
WALKWAY _L— R•C•E- NO• _ O
RECORD FROI* SAN f71EG0 N1Y VERTICAL N/A ENGINEER DATE: DATE:
ELEYv 59.368 DATTJIi ifLS1. EXP. 3/x/ WORK PROJECT NO. Tp�( 89-014 SHEET I OF 3a
Rm \d_13510 \351OGS1.dpn
r•\d_p@n \HPOJET.pan - -
13- OCT-2000 ISO II
NEENAH FOUNDRY CO. 15' MANHOLE CLEANOUT PLUG
FRAME AND LID N0. R- 1791 -C CO PER PLAN
ER OSION CONTROL NOTES CONT. ENVIRONMENTAL DATA 2 F INISH GRADE
a = a _ PER PLAN 1
GRADING NOTES
!. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN L STEEPEST EXISTING NATURAL SLOPE ON -SITE = MO % -j < 0 : , "0
-
PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE
560 -C -3250
L ALL GRADING AND W OBSERVED AND TES I ED B A (5) DAY RAiN PROBABILITY FORECAST EXCEEDS FORTY
6'
OUALtFlEO SOILS ENGINEER OR UNDER HIS /HER PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE 2. MAXIMUM VERTICAL DEPTH OF
CUT = 14' B SECTION B -8 3 0 CONCRETE
DIRECTION.THE EXCAVATION SOILS HE /SHE SHALL OBSERVE REMOVED AFTER EACH RAINFALL.
I4'
3. MAXIMUM VERTICAL DEPTH OF FILL = 14' ' I4• _ _ _ _ _ -- -- SOI E L AND TAMP PER
AND TEST THE PLACEMENT AND COMPACTION OF FILLS AND F TRENCHES. HE /SHE I& SHOULD GERMINATION OF HYDRQSEEDED SLOPES FAIL TO
- -- SOILS ENGINEER'S
BACKFILLS AND COMPACTION O PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% A A D RECOMMENDATIONS
SHALL SUBMIT SOILS REPORTS F REQUIRED AND WILL �-
GRADE RECOMMENDA DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. COVERAGE) PRIOR TO NOVEMBER
15, THE SLOPES SHALL 4. AV OF . . X 27 CY = 0.6'
AV ERAGE DEPTH CUT ti• BEDDING MATERIAL PIPE SIZE SAME
UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN S.F. LINED 3
6 ��I _3 3 -- TO TOP OF /aBEND AS MAIN LINE
ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND DITCH
STATE THAT OBSERVATIONS AND TESTS WERE MADE BY SEDIMENT CONTROL HANDBOOK OF THE STATE OF C.Y. X 27 3.4'
MINOR CONCRETE OR A.B.M. STANDARD STANDARD /8BEND
HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT IN CALIFORNIA DEPARTMENT OF CONSERVATION. 5. AVERAGE DEP TH OF FiLL = S -
W /6'x6• - IO /10 W.W.F. PVC WYE PIPE SIZE
HIS /HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS
WERE CONSTRUCTED MI ACCORDANCE WiTH THE APPROVED B
P
EXTEND 6'X6' - /10 W.W.F. PER PLAN
GRADING PLANS AND THAT ALL EMBANKMENTS AND TG PER PLAN I' INTO DITCH SECTION
EXCAVATIONS ARE ACCEPTABLE FOR THEiR INTENDED USE. HYDROSEED NOTES
BROOKS PRODUCTS CATCH ' PIPE TO DiTCH CONNECTION SECTION A -A FLOW LINE ELEV. AS
Z TW CONTRACTOR SHALL PROPERLY CRADE ALL EXCAVATED BASIN. SIZE AND GRATE SHOWN ON PLAN
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT L HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT TYPE PER PLAN •MIN '
NOT TO SCALE 0 LEGEND ON PLANS
PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE ARE GRADED 60 (HORIZONTAL TO VERTICAL) OR STEEPER' 560 -C -3250
WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR WHEN THEY AREs EXCAVATIONS TO BE CONCRETE CUTOFF WALL V
TOP OF CLEANOUT (TCO) PER PLAN
TO FINISHED WORK ON THE SITE AND SHALL TAKE BACKFILLED AND TAMPED PER DETAIL,
REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY A. THREE FEET OR MORE MI HEIGHT IN FILL AREAS. PER SOILS ENGINEERS'S 4' MIN. i 20:1
SLOPE SWALE THIS SHEET
GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS RECOMMENDATIONS
PVC STORM DRAIN CLEANOUT (PVT.)
AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. SLOPE IS NOT SUBJECT TO EROSION DUE TO THE 45' ELBOWS
6' PVC NOT TO SCALE
"
3. ALL AREAS TO BE FILLED SHALL BE PROPERLY PREPARED EROSION RESISTANT CHARACTER OF THE MATERIAL h
AS APPROVED BY THE CITY ENGINEER. ELEVATION OR a ° Q.
AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD V FL PER PLAN g•
SPECIFICATIONS. AND THE RECOMMENDATIONS CONTAINED IN THE 2. IRRiGATiON SHALL MAINTAIN THE MOISTURE LEVEL OF ® LEGEND ON PLANS
• : -- _ MOURD GROUT
LEVEL FOR THE GROWTH
SOILS REPORT. ALL VEGETABLE MATTER AND OBJECTIONABLE THE SOIL AT THE OPTIMUM
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM R`,O / • � P 4\QL� z SPLASH G ROUT W ALL.
BE REMOVED TO SUITABLE FIRM 3. HYDROSEEDING MIX SHALL CONSIST OF THE SURFACE UPON WHICH THE FILL IS TO BE PLACED
CATCH B THE HYDROSEEDED GROWTH ASIN (PVT ■�
, p. •4 BAR • 24 . �a O.C. � SIZE PER PLAN
LOOSE SOILS SHALL A THE � 6 �� GROUT CORES 6' (TYP) NOT TO SCALE v
_ 6' R MIN
NATURAL GROUND.
THE EXPOSED SOILS SHALL BE SCARIFIED FOLLOWING: • . MIN. VERTICAL STEEL �,a .I SOLID.
TO A DEPTH OF 6' AND THEN COMPACTED TO A MINIMUM STANDARD FABRICATED FITTINGS 1 k3' w
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S TO BE COMPATIBLE WITH PIPE AND 0 4 BARS FULL LENGTH w `
RESPONSIBILITY TO PLACE, SPREAD. WATER AND COMPACT INSTALLED PER MANUFACTURER'S • FINISH 4 THICK P.C.C. CUTOFF
"� - T6' THICKENED EDGE
THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. NATIVE COASTAL BLUFF SEED MIX MiMMUM . TIONS R ' CUTO
• WALL AT END SECTION 0TH SIDES
SPECIES BS /ACRE PURITY /GERMINATION E LATERAL SPLASH WALL PER �� ; • 12" OR THICKNESS
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO EAN THU UCOSU 8/65 - SIZE PER PLAN DETAIL. THIS SHEET
Ig LINED DITCH PER D -75 OF RIP RAP PAD
FINISH GRADE TO PRODUCE SMOOTH SURFACES AND 45• SIZE PER PLAN. (IF APPLICABLE)
UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS CHEL TEMMA APIT T CONCRETE
AND EMBANKMENTS SHALL BE SHAPED, PLANTED AM ENCELIA CALIFORMCA 4. INED DITCH/ DITCH 4
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND L
LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, 1 H 0/60 45' SWALE CONFLUENCE SPLASH WALL DRAINAGE DITCH
t & CUTOFF WALL)
ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION PLAN
OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME I 1 I
LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE NOT TO SCALE NOT TO SCALE NOT TO SCALE
TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN SCHSCHOLZIA CALIF RNICA TYPICAL STORM DRAIN
ACCORDANCE WITH THE GRADING ORDINANCE. I TH U i ' LATERAL CONNECTION (PVT)
5. ALL TREES, BRUSH. GRASS, AND OTHER OBJECTIONABLE NAR A I i E /6 FORM C
MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE NOT TO SCALE 6' NDS SPEE -D CHANNEL DRAIN GRATE TR NSITION
LINED
RBASIN AROUND
DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS 02/55 A
MU U TI CU C U
SAND AND CHAT W /2' CHANNEL GRATE OR EQUIVALENT DITCH' TO MATCH.
TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A T PCT ILI / JOINTING PER 4.T5' SECURE GRATE USING 4 -SS SCREWS
NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY LS ARCHITECTS PER GRATE.INSTALL PER MANUFACTURERS 12'ROUND
BEEHIVE GRATE
DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL i AY IA ��75 PLANS SEE SHT.12 f 3' AC 4E 2.0% RECOMMENDATIONS. NS
LL KRrJMR C9VTLRPR A'WC., AND FRAME NEENAH FOUNDRY CO.
4 O
BE SECURED FROM THE SOILS ENGINEER AND CITY t� -�' PVSVL C /0ER # SERT PER A44, UF4iCTURER'5 NO.
R- 2560 -A OR EQUIVALENT
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH 560 -C -3250 CONCRETE \� ,\ /CECOMMFJVQ4T /0�1/S• �.
MATERIAL. TRICHOSTEMA LANATUM 20/10 UNLESS OTHERWISE NOTED.
2.0
4' AGGREGATE '~- SC pp } T.G. ELEV.
6. ALL GRADING ACTIVITY SMALL BE PROHIBITED BETWEEN OCTOBER iST AND TRIPLEX L UCOPHYLLA BASE £ pF PER PLAN
APRIL 1ST OF ANY YEAR. IN ADDITION, ALL AREAS DISTURBED BY q) ALL SEED MATERIALS SHALL BE TRANSPORTED R
P4 4,V M w.EP�pN
GRADING SHALL BE PLANTED WITHIN 60 DAYS OF THE INITIAL TO THE JOB SITE IN UNOPENED CONTAINERS
UBGRADE QER
DISTURBANCE AND PRIOR TO OCTOBER IST WITH TEMPORARY OR PERMANENT WITH THE CALIFORNIA DEPARTMENT OF FOOD PCC PAVING AC PAVING
a 520 -C -2500 CONCRETE
ON THE CASE OF FINISHED SLOPES) EROSION CONTROL METHODS. SAID AND AGRICULTURE CERTIFICATION TAG o0
PLANTING SHALL BE ACCOMPLISHED UNDER THE SUPERVISION OF A ATTACHED TO, OR PRINTED ON SAID � ,J LEGEND ON PLANS
LEGEND ON PLANS 4• PVC M ° ooQ o MASONRY OR CAST -IN -PLACE
LICENSED LANDSCAPE ARCHITECT, SHALL PROVIDE ADEQUATE COVERAGE CONTAINERS.
RETAINING WALL
WITHIN 90 DAYS, AND SHALL UTILIZE VEGETATION OF SPECIES O NON -pHYTO -TOXIC WETTING AGENTS MAY BE *NOTES:
CONTINUOUS 10.3 REBAR
COMPATIBLE WITH SURROUNDING NATIVE VEGETATION. ADDED TO THE HYDROSEED SLURRY AT THE i a_ a
PAVEMENT SECTION THICKNESS IS PRELIMINARY 12' PVC 5 OVERLAPPED 12' MIN.
DISCRETION OF THE CONTRACTOR. ACTUAL SECTION THICKNESS SHALL BE AS REQUIRED 4' - 90• ELBOW - r
7. ALL PERMANEN MODIFIED BROW DITCH - PER T RUNOFF AND EROSION CONTROL DEVICES SHALL
BE BY THE SOILS ENGINEER STORM DRAIN o ..� _ ::.
DEVELOPED AND INSTALLED PRIOR TO OR CONCURRENT WITH ANY ON -SITE Be TYPE I MULCH APPLIED AT THE RATE OF NO LESS
- �ER D -T5
GRADING ACTIVITIES. THAN 2.000 LBS. PER ACRE. TYPE 6 MULCH SUBGRADE TO BE COMPACTED TO A MiN. RELATIVE TFL PER PLAN
(STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR COMPACTION OF 95% PER THE SOILS ENGINEER'S 20 NOTE:
IL ALL AREAS DISTURBED, BUT NOT COMPLETED, DURING THE CONSTRUCTION HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN RECOMMENDATIONS. NOTE:
SEE LATERAL CONNECTION DETAIL ABOVE
SEASON, SHALL BE STABILIZED IN ADVANCE OF THE RAINY SEASON. THE STRAW IS USED IT MUST BE ANCHORED TO THE SEE SOILS REPORT FOR
ADDITIONAL RECOMMENDATIONS. FOR CONNECTION TO 12' PVC STORM DRAIN (TYP.) SEE SOILS REPORT FOR
SLOPE BY MECHANICALLY PUNCHING NO LESS THAN .
USE OF TEMPORARY EROSION CONTROL MEASURES, SUCH AS BEAMS, 50% OF THE STRAW INTO THE SOIL. BACKFILL AND
CONSTRUCTION DETAILS
INTERCEPTOR DITCHES, SANDBAGGING, FILTERED INLETS. DEBRIS BASINS FERTiLIZER CONSISTING AMMONIUM PHOSPHATE PAVEMENT SECTION (PVT) CHANNEL
DRAIN DETAIL ENGINEERS SOILS OF WALL DRAINAGE
AND SILT TRAPS SHALL BE UTILIZED IN CONJUNCTION WITH PLANTINGS TO SULFATE, 16-20-0. WITH 15% SULPHUR APPLIED AT RECOMMENDATIONS
MINIMIZE SOIL LOSS FROM THE CONSTRUCTION SITE. THE RATE OF 500 L88. PER ACRE. 4' ATRIUM GRATE NOT TO SCALE NOT TO SCALE
ko
• • � � `'
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO NOS RI EQUIVALENT N P.V.C. CONCRETE ai
CONTROL NOTES HYDROSEEDING BY: R Qp (UNLESS OTHERWISE NOTED) �• PER PLAN
WAL
EROS ION A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY MORTAR CAP 4�` • °
OR A COMBINATION OF: S�- NEENAH FOUNDRY C0.12' ROUND o o a
BEEHIVE GRATE AND FRAME NO. R -256" 0
I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT 0 TRACK WALKING SLOPES STEEPER THAN 60. TO BE USED IN PLANTERS; 12'ROUND
..._
`. JEFF ROBERSON AT (760) 929 -6319 T.W. FLAT GRATE NO. R - 2525 - TO BE USED
0 RIPPING AREAS THAT WILL NOT BREAK UP .r_ :: IN TURF AND HARDSCAPE AREAS, UNLESS
CV
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE USING ITEM (1) ABOVE. z OTHERWISE NOTED. NEENAH F�UtvORY CO.12'
ROUND BEEHIVE
MADE AVAILABLE AT ALL TIMES DURING THE RAINY - TO BE
GRATE AND FRAME N0. R- 2560 90 ELBOW �
SEASON. ALL NECESSARY MATERIALS SHALL BE B. CONDITIONING THE SOILS SO THAT iT IS SUITABLE BROW DITCH SEE TG PER
PLAN USED 2 PLANTERS :12 I FLAT GRATE Q
N0. R- 525 -A TO BE USED N TURF AND L3' MIN. TOP OF FOOTING 0 V
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FOR PLANTING BYs RETAINING WALL SECTION 'A -A' FINISH GRADE oo HARDSCAPE
AREAS, UNLESS OTHERWISE NOTED. 12' x ' WY
FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES PER DETAIL 2, SHEET 3 °tom PERFORATED PVC - DRAIN PiPE
CONNECTION L) Z '
WHEN RAIN IS IMMINENT. (n ADJUSTING THE SURFACE SOIL MOISTURE TO
PROVIDE A DAMP BUT NOT SATURATED SEED SHT. 8 560 -C -3250 I PER SOILS ENGINEER'S a
m
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR BED. 4 PVC MIN. CONCRETE RECOMMENDATIONS.
N W
MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING DOWN DRAIN r�. _:..... : ` . °° TG PER PLAN � LEGEND
ON PLANS - W
INSPECTOR. (2I THE ADOtTiON Of SOIL AMENDMENTS. PH FINISH GRADE o c� Z M
ADJUSTMENT, LEACHING OR COVERING SALINE FL 6' PVC BEDDING MATERIAL I M I BACKFILL AND TAMP V FL
-PER PLAN
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL SOILS TO PROVIDE VIABLE CONDITIONS FOR PER PLAN TO TOP OF /8BEND L
PER SOILS ENGINEER I ,.. CD O
DEVICES TO WORKING ORDER TO THE SATISFACTION OF GROWTH. RECOMMENDATIONS 560- C-3250 0
THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING 4' PVC - (1 J x f
RAINFALL. 5. HYDRO AREAS SHALL BE MAINTAINED TO PROVIDE A 4' PVC CONCRETE BACKFILL AND TAMP BEEHIVE
GRATE BEHIND o
VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY 4" PVC I PER SOILS ENGINEER'S RETAINING WALL (PVT
■ Y C, � V) �
LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE 90' BEND `�-
BEDDING MATERIAL RECOMMENDATIONS
PERMANENT LANDSCAPING, UNTIL THE PROJECT IS 4' PVC
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION COMPLETED AND ALL SECURITY RELEASED. TO TOP OF I /8BEND NOT
TO SCALE - Q
CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY S.W. 12' PVC FLOW LINE ELEV. AS
ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR PER PLAN SHOWN ON PLAN SEND Ll
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
STANDARD PVC PiPE -SIZE W '' N
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE F- PVC WYE AS NOTED ON
.-.
v� Q LEGEND ON PLANS PLAN, 6' MIN. �R�FESS���� 0 c"
NECESSARY PRECA IM IMPOUNDED WATERS CREATE LI O
A HAZARDOUS PRIVATE STORM DRAIN NOTE s � �- � � L• �` Q C�iClD
ONTO AREA WHE �
CONDITION. F��
ALL PVC PIPES AND FITTINGS SHALL BE CONFORMANCE WITH NOTE: SEE LATERAL CONNECTION DETAIL ABOVE FOR
T. ALL EROSION CONTROL MEASURES PROViDED PER THE A CONNECTION OF 6' PVC TO 12' PVC FLOW LINE ELEV. AS
NO.� EXP. �*
APPROVED GRADING PLAN SHALL BE INCORPORATED ASTM D3034 -SDR 35 FOR PIPES 4 INCHES THROUGH 15 INCHES. LEGEND ild PLANS
SHOWN ON PLAN d '
HEREON. AND IN CONFORMANCE WITH AST LEGEND ON PLANS t C IVIL s ! n Z
M F794. SERIES 46, FOR PIPES
INCHES THROUGH 36 INCHES ATRIUM GRATE BEHIND SHALLOW CATCH f'� C c�� W
DRA N AWA � Z
B. GRADED ARYaS F ROM�THE�FACE OF SLOPE RETAINING WALL BASIN DETAIL (PVT) CATCH BASIN DETAIL (PVT.)
of c��� ,�
NOT TO SCALE NOT TO SCALE
CONCLUSION OF EACH WORK DAY. NOT TO SCALE Z cr z
mot
T REFERENCES DATE B ENCH MARK SCALE ENCII�ITAB FIRE DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING
N Lij Q Q-
REVISIONS APPROVED DATE
DESCRIPTION: DISK STAMPED OC 145 1968 REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP V D IMPROVEMENT
AND GRADING PLAN FOR
LOCATION: N. PART OF LA COSTA AVE. BRIDGE
ABOUT 00 F oN SW CoRC of C HCRET 01 N HORIZONTAL A DATE tmL BYe BY: LA COSTA MACH CLUB, PUBLIC ACC E�
6394 -I
WALKWAY �• R.C.E. N0.: 7678 ATE:
g RECORD FRM SAN DIEGO COUNT VERTICAL __N19___ NGINEER DATE: 0 l ot R • ELEV: 59.368 DATUMt M.S.L.
EXP. /31/06 WORK PROJECT NO. TPM 89 - 014 SHEET 2 OF 30
0
Rs 35 35
r• \O_pen \CO I co"X*.. pen
02-JUL-2002 05-44
.N
PER C-4 6 TEMPOR
�.
MORTAR CAP
2 �• A �\ t ' ` , \•<<;; '`�\ , "'' REF
6 ' ACCESS fL (i5. * ;
\ '
T PCc PAVEMENT SECTION
iN1NG WA LL PER R DETAIL SH 42' \
PE
RETa a NOTES ". 3f
D ETAIL I, SH . 8 - Kr x KY FACING RiP R f
\ WITH SDG�E FOR UNDERGROU
:', ,
,,. � CONTRACTOR TO COORDINATE
REIAMM , LINED DITCH PER SDR'SD MAX. HT: 10' � . j � � TYPE I (T =t� OF% GRAVE
4') W /FILTER \ `�` 4 ',\
3 •C / BLANKETi I UND
PER DETAIL 2, SHT.a -
MOOtFiED AS SHOWN ' TYPE G Oioo 4.95cfs \ AND OVERHEAD UTILITIES.
D - 75 TYPE '8'
CURB GUTTER Vino- 8.6fipa
-��� PER G -2 � `
- TYPE NEADIIALL TYPE A -�F CQ ' -
ER D -34. FL 16. '`, FL IN 17.83 `\\ , -' `,\
ORIGINAL `:TW 1$ 0 gg$ FL OUT 17.50 \\ .
ILO CONC. CURB / AN
G U
TC 05.7)
Ft PAR PL
A
NOTEa
�•,NGED DITCH PER -
♦ = ' / O
THICKNESS) EXiS S`T DRAIN
`.�
SURFACE ELEVATION PER PLAN 4r (ACTUAL SDRSD D - 75
/ TO BE REMOVED s REMOVED BY OT�iERS
6' RETANViNG WALL PER SD LINE C
DETAIL 2. SHT. 8 SEE SHEET 5
\ \ \
F
\z EXISTING' \OV�RHEa� \' <, \ Y.; `•�
C HT. -9' 4' 0 BE REL CATED 8Y OTHERS �• . X `.'. i
MAX. FOR PROFILE - ; .
a -a - P� ST6e /RA11_1AAGS A ss l `\ • \ \.t ; .
SEC TIO N " MORTAR CAP 1d EXISTING CATCH BASIN. AC �/ :\ \`
�, \ \ \, , <" ` `'� PIA TER�PER SEE ' \\ . !2 \` °
NOT TO SCALE PER C -4 BERM AND PAVING TO BE w .. CH L NS
P ,
MON OLITHI C REMOVED
FG
MON ND SI E L 1 5,8 8 }. .54- 4:
520 -C -2500 CONCRETE
`
RETAINING WALL W /6' x 6' -10 /10 GAGE C(� •81 \
P ER DETAIL 2, SH .8 LMVED,$I�H PER SDRSD WELDED WIRE FABRIC0 DET, NAL�, pER ' ` 44 TB O iv�C'€O G f'LR�C
L.S ✓ t`. .`;�`� .
MAX. HT. -3.5 . . 12' PVC SHEE f t .
D -75 TYPE STORM DRAIN BEG IN LJ 2 8.2 _ ; ` ',* q p ARC�/5 S
N MATCH EXIST.
/ 1>�iODiFIEO AS SHOWN M y �R DE D1 TCH FG 1$.8 IMPROVEMENTS
CONC. . _ /E T /ON II -�1 71/15 I 7.7 AIL SHT• 2 f . \... '
2% ORIGINAL - Z.� TG HP C ST4• >'x f\ TC41.6 � T
pm PAVED PER PLAN GROUND SECTION B B �--- _ Ac fie^f
-• SC FL 17.3 \ y . - .:,r TO 6E' REMOVeO \
6• c 4/
SURFACE 6' PVC FL NOT TO SCALE �,� �°£ AT12! VC 15• / ?•
PER PLAN in �2� R T t1M G RATE �` 36 / F L - aU� 4g 7. 4. v ! r 8+ 4444 \ ,
'tlq AlL S PER •9 MATCH EXIST. .�
IP SEE LS. ArtC7I'S FGA'NS, Sf/fET /2, G'AGOJt, ° •l !7 ' 2 • T YP, P SEA = NOT t3ELOW FG 9 2 TB
142J) 60V R
a
AND Jb/NT /NG Of PqV /NG. - � q, �, Ar F.�t/sT. AC bow .
SECTION C C 3 A •
T ATE NOV. 4 2000 T TO SCALE X
NOTEe SEE RIGHT-OF-ENTRY AGREEMENT, DATED NO TG '� �' �.�> , ,• \
BETWEEN THE ENCINITAS RESORT CORPORATION AND THE 16 .9
" CALIFORNIA STATE DEPARTMENT OF PARKS AND RECREATION PUBLIC ACCESS ESMT.PER FL g• w' �,`�' .` h93 • .t,eV% /q
DO. 2000
N0. 0615532 15.4
C , a O , , ` ,
FOR PERMISSION TO GRADE AND CONSTRUCT IMPROVEMENTS, REC. II- 13- 2000 43 \ ` , I i= ``` `
SHOWN HEREON, ON THE CALIFORNIA STATE PARKS PROPERTY. , .�4 /`�
FG `\ ,
- .S. ARCH S PLANS �� ,�, �ti � -' `, , f `,• `
.3 \ .4C ;13E76V1►
T HI / r r'1 I ,r'► �' 44.0 Q WING TYPE HEADWALL REM•41N J rA I 1 `J J r� CONSTRUCT
6' Pvc STORM DRAiN c •�� x j' . ' ,
PER D -34 ,TW 36.8 .FL 34.8 ,
rz -r -r r_1 rJ I UNDER LINED DITCH PER DETAIL. ��' �y •9 / /� •
RETAINING WALL D r A � I - J � '9
PER DETAIL 2. SHEET 2. FL ELEVATION AS SHOW
N '' PIPE TO DITCH C NE 14L. ,
•' 4S ti PER DETAIL SHT,2
SHT.8 (TYP) G* J► /� " �o ' 1 \a
\ Y / '
SD UNE B �� �, • / f LINED D! : CH CONFL
AND 1 S UENCE
• �I '- $./
N SEE SHEET 5 moo /y •(p 'O s / •� / , PLASH WALL � ST. R
EX
�� �► FOR PROFILE y PER DETAIL SHT.2 f N w.
4v •• 4 /y •�J r" Y t \
J i/
� N' �° so = a+ -�, f . '� 0-� i` • , 5 ✓X4.0 4 , f4+04.21 A ,� STORM DRAIN
DATA
J a h ry• M r o -o a , .'L FG fl s �' TYPE A -4 C.O. ` •.
F '„� NO. DELTA OR BRG. RADIUS LENGTH REMARKS
26 21 22 243.00 18" PVC
0 w w an
y cb / �A e•6 , , TM Q ' /!
1 7 27" E 4.00' 12" PVC #
in cn c " = p 2 ��' 2 f . �' �: ,�`Q FG 9 •5 / `, _ ,
pETA EL OR �+. �. f�-. /. �, ,� / g o 3 e- 20 20" 243.00' 26.09 18 PVC
lL • SNT AIN S C !° ER _ 5 F O rL / / T i N 16' 06'
22" W 6.00' 12" PVC
? (T YPI - • Q w� "l �io� S�� T qg //y /.` EASEMENT PER '� 4 _ „ „
/
= 2� "� h' 5 e- 14 26 27 257.00 64. 77 I S PVC
DOC. NO. 2000-061553(
2
1 `, ^• �, ' �4v ` . is C 78 p�s, REC. II-13 -2040 6 N 1 6 35" W 8.00' 12 PVC
'
Is" PVC
A O ., N �ti 1.7d a �, .' ,: 7 e- 03' 39' 13" 170.00' 10.84'
0 a.. . _ _ .,� ' t
.,., 7r. ; . �. � �� BEGIN I� DEEP TYPE 8 "�� �
�,..,:.4. `ti y. O • ""_ ° ox - � - o �' . , F S CIL FUft RE f s ,,% / �:�'
8 N 12' 55' 54" W 6.50' 18" PVC :.
W 24 ACCESS ,• �` C ? LINED DITCH PER „ "
h - _
ti ...., c `-•• � .•. : o :: ,•� ., o s .O SD D-75 FL 47.0 _ ,,� N86 53
I0 W 44.79 I8 PVC
'32'45 / 11
i
^..
j
0 N48 33.26 18 PVC
ao
�/� .:.:... \`1► \_ o cs o 'r MAILBOXES T.,
VJ >•� P h off',`. O ; ON TRACTOR TO COORDINATE L
/ II e= 16 04" 259.00' 76.47' 18" PVC
o _..��. a ° .... , �� o �• Q � F' s 96 . a ,: / WITH U.S. POSTAL SERY1£E'" \
L0
_� ....,,_ O ;` ,%f. _ / / . / . '
� ` - 12 N3137 41 " 1 12' 18
E 2. " PVC
W a 9 - - cv
" / �. 18 PVC
. _ .•,.: .:. ,, _ 4 .__ ,. , 2 19 W 1 7.65
r
,�' O ft v't` �l• c� ,.;�- /, p 13 N58 2
W o r _ ., �, ,�� ti.:. � �, � : � .� ► � s9 / r�uueLrc cESS � „ O
w. 2 c, F 9
O ... �. -::. � _., ,�1` �"I .�' � � ..::..:_ ,, .:.__, 4; S .. : ,.: ,....,_ . ..,....._. / ..;�f°
E/YRI A P,AYt/YG PER 14 N51 04" W 43. 85 12 PVC _
�� ��L M Y/ PROPERTY „_ . :" y �r p J. S e�2c V / L4 Vs I Y /
�o dr r� 1 rJ r .J O c .� �' p � �- / 17 +74x9 12-SRT / , 15 N53 41 43 W
64.00 12 PVC N
- BOUND AR Y �, E . .v u :..._. YPE A -4 C.O. °•, N 18 42 30 r W 62.87 „ PVC
Q7
w .
.' ,� 6 •S. - % 16 12
<v !r; v` p J.�// �'' - ss 9 � i EXIST. AC PAVEMENT i
to n 3 r. �. = 27' 22 54" 312.00 12 PVC
M.
/ n � m .,,:: _... s- �.r Q+ � END CAP �•�- ... , :,.:.� ... � 17 e '
REMOVED _-
REMO .� °• �
FL. 46.74 - EXIST. Clfl(1N LIIW( r
v a N o 18 N77 56 37 W 9. 18 12 PVC U
.� m:..,... 1f *90.0 ,,.:. _ t
,
i w _. FENCE TO BE REMOVED „ „ Z
` 2 ° F
-42' .94
e= 19 42'49" 248.00 85.33 12 PVC -
e= 18' 32' 13" 246.00' 79.59' 12" PVC
�- _,_
r
W
2 16 NOTE: INSTALL KRISTAR ENTERPRISES 21 N63' 49' 50" E 4.42'
12" PVC
4
LINE A
EM INC. FOSSIL FILTER FLO -GARD CATCH „
W
A
BASIN INSERT IN TYPE B -1 CURB INLET 22 e= 24 39 56 212.00 91.27' 12 PVC Z 0
.� cam. /" SEE SHEET 5 Q
14 +70.00 �i ;,, , b b f ', / FOR PROFILE F! ACCESS ESMT. PER MANUFACTURERS RECOMMENDATIONS.
3 N39 56" E 63. 83' 12" PVC
,- O
FL 12' 50.05 �*• PER PARCEL MAP NO. 18587 D R A IN NOT S
B EG 12 DEEP y , , '' �� SEE PRIVATE STORM RA E. SHEET 2. W O
LINED DITCH PE IT I /
RETAINING WALL PER
FL 63.0 \y ` f ,` -.�" `� '� r f6 +t5 00 DETAIL I, SEE SHEET 8 N
PROPERTY UNE DATA Y
FL 12' 48.64 T;,p. A _ 4 C.O.
w \\ N0. DELTA OR BRG. RADIUS LENGTH REMARKS
tgy/1ttG ;..,•.. ; ;:•/ \ (� r /l / U Q
L. S. ARCV S / 0 44 VS EXISTING C PAVEMENT 1 r 1 1 .J j Nj J r� ('� -r J r r -- i / H 1 I t r� t
10 -
r� .J J r� �-.r� ]J �
TO BE REMOVED N76' 42, 01 N W I 0 .. N
i
� 5 E 29. 50 W
f 5MOK S PRODUCTS INC. 12' x 12' _
:, _ 70.00' 50.44'
CB N0.1212 W/ GALVANIZED STEEL T
-- -
3 e 17• oo' oo" I
\Y TRAFFIC GRATE SEE DETAIL SHT. 2 Q��FESS /0 4 N59 42 59 E 28.00' Q N CD
,s
EXIST. 60' ESMT. FOR
i ` r TG 56.75 =
�` L• 16' S8' 0 I 219.50' 65.00'
"
N � ;'� ,fir ROAD PURPOSES PER FL 49.9 - r
5 e 2
\. �,�� DOC. REC. 4 -29 -1976 h = 6 e- 46' 57' 00" 159.50' 130. 70' L ..
AS FILE 76- 127564 O.R.
'x/ ,\ \ , n
�.� �^ '; � 7 e= 17 58' 29" 219. 50' 68.86' � � Z
tr
EXP. 3/31 /0i {r 9°
,rf, ztvt� �! 2O p ,1l0) i0 8 N47 29" E 23.38' W Cn
3 . r 3'
:,,.
n _ .. ,� GRAPHIC SCALE 1'= 20' • 01 51 " w
,
J ,
9 N4 2 2
r .a' 10 N34 27 27 W
ZC�
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING
NO. W Q �.
OF RECOMMENDED APP ED IMPROVEMENT AND GRADING PLAN FOR:
DESCRIPTION: DISK STAMPED OC 145 1968 PLANS PREPARED UNDER SUPERVISION
LOCATION N. PART OF LA COSTA AVE. BRIDGE
ABOUT 100 FT. E. OF LA COSTA AVE./H HORIZONTAL r = 20' DATE e Z t Bye eye - 6394 -I
INTERSECTION ON SW CORNER OF CONCRETE LA COSTA BEACH CLUB9 IC ACCESS
WALKWAY Q , t a R.C.E. NO.: 27678
N/A DATE: DATE:
g RECORD FROG SAN DIEGO (MINTY VERTICAL ENGINEER • SHEET 3 OF 30
iZ F1EVi 59.368 DATUI�-IkS.I.. 3/31/06 CORK PROJECT N0. TPM 89 - a4
RgAa_135 35gs3.0gn
r.\A_pen\co l canpner. pen
02 -JUL-2002 0523 .............. .. .. ....._ ......__......... ..- .... .. _.... ......
... -.. ._....._.... _.............
..._ _.... .__...�_..._ ......... ..... .._.._ ................._............. ...... ...... �......_....... ....... .......-.
......... .............. .............. ............................... ............... _.. . . .... ..... .... . .. ....... -. . - .............__..... __ .............._
...... .
NOTE.' SURFACE PAVEMENT C'o4wml/CTEO DUR /N6 TffE INTER /Al
f ,py1ASEOr xN57RUCT /ON S1mu BE P /NC'H AC or s'iU/ aRmaE, eramerm PROPERTY UNE DATA
,AF,f T1W 104f EidfG'IAIMRS RECOM*tIENDATIONS. 107EA/0 SURFACE PAIVINS STORM DRAIN NOTE:
SY RIZ BE Rf*VY,ED 47 r1lr T /�llE or 711h L&770,4TF Ll9NSlRl1eT1,0f' AND _ NO DELTA OR BRG. RADIUS LENGTH
REMARKS
STORM DRAIN SECTIONS 1-4.6, 0 AND 23 -32 (AND APPURTENANCES)
REPLACED 01M PCC PAI/ /NO, PfR TH /,S KLAN, P/� /OR RI i!Y'PRDlii4l OF ~r TO BE CONSTRUCTED DURING THE INTERIM PHASE OF CONSTRUCTION.
` ' ~ - I N89' 26' 00" W PST I ON OF
771,F GRAD /NG PLAN 4S BU/LTS == 199,97
~' J SEE SHEET 26 FOR INTERIM PUBLIC ACCESS GRADING AND IMPROVEMENTS. 2 N62' 52' 41 E 67.8 '
THE REMAINING STORM DRAIN SYSTEM TO BE CONSTRUCTED DURING v
.. ,
���, THE ULTIMATE IMPROVEMENT PHASE. SEE STORM DRAIN CONNECTION 3 N7 ' 20" W 137. 93'
J J DETAIL, THIS SHEET. 4 N89' 24' 05" W 10. 16'
9 14" w
N 156. 3 7'
i _' M 6 N64' 58' 59" E 132. 30'
j
N50 77.
., 5
N66 75. 00'
r
.°
° :w.
SO LINED EE SHEET 5 ,
N77-29'01'W PORTION OF
ING
ANCED PAV AND SEAT
~:..... ~� PROFILE 100,00, 1 5 PR RCH PAN
- : A L.S. ARCH. 'S L
,M � C
BENCH S
,. F /WALL
.r
..> -. r OR � AiR
/
SHT. 9
/RAILING
;.. PILASTERS - ; "... :. PRO E
a TEMPORARY STORM DRAIN PER .. L.S. ARCH'S
M ..
'
, . 12 LIMED DTTC�! ;
_.... r _... CONNECTION F ROM SD LINE A a' PLANS (TYP.
)
G
- 4►7 .G�
TO SD LINE - F5 9. PER DETAIL, SHT. 3
PERT. E
.:. FG 40.1
s
.. TYPE A C.O. PER
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REMOVE EXIST .HEADWALL &
O
9
9.96
6 .`.: FOR $T
3 40 p,..,.....��' , ":. �� f •� DETAILS (TYP.) ,
� 'EFi SPACE �" s R DETAIL, SHT. POR. OF EXIST. 12 RCP
F O T
r'.
,
4° w...." EASEMENT PER '
�` C 41
..�� PER H .
. 9
° ... _ 7YPEA -4C.0. o FS 39.8 REMOVE PORTION
DOC. NO.2000 0615531 y ,
" < to SEE l G 39.4 9.80 - EXIST. 6' PVC
.~.... .. � <� ,. REC. U-13-2000 _ .: �
�1' �, CU'ur1/ECTian/ Z L 37.5' F 40.10
A /L, T�/ MOD. TYPE A C.O.
r, , FAT << AN SHT. 0 FOR F - _ . SD STA. 0 +97.09
a C✓TY AF�/►�C//V /TAS L�If�bG. �+r� . T IR /WALL PROFILE P �� FG 400 = X -2.5'. Y =2.5 W /MANHOLE
Z _- � F l 5 -
PER M
R 157. MASONRY HALL �k� L l
- � " � TW 56.5 70 Q DRAIN AND COVER
TO BE REMOVED BLUFF OVERLOOK i k .- n 46.9 FG 55.0 i CONNECT TO EXIST.12
L I T 29 •
s . ; SEATING AREA P R -- -- G 63- T u RIM =12.40
P�^' xriNDS CATCH BASIN , � k S ARCH'S � f L 4' 48 22 �,.� F 39 4t FL(IN)=9.34 ,
a (NDS =1200) W/ 12'x12' A. FS 30.0
, "' ~`� PLANS (TYP.) ( -��' a fG 63.3 TG 39.4 Cp FL(OUT)= t9.i3) . HDWL TO REMAIN
SOUARE GRATE (NDS 1212). �`
INSTALL PER MANUFACTURERS ' 9`" 63. - L Q E SECTION 2 SHT 9 I - - FL OUT (8.89)
_ FOR STAIR /WALL '
r: RECOMMENDATIONS RAO
�. �- ROFILE \�.
6 BRASS G 63.0 TrPE T IlT D 6� w I TEA'
• ' a 3-
_ ..
.0
v. • 62.2 _ ' • ''�" , : J` 01V EXIST. t2' RCP BLANKET I' Of "6RAYFG
._,.,. FG 59.8 .... DS 9186 fS
6 PILAS'fE)ItS /RAILIN•
FG 60.4 TG 61.6 i 1 . PER L.S. ARCH. S STORM DRAIN GAP-r3.0 9cfs
62
FL
0 FS PLANS (TYP.) 'n
' �"� �' 6 / MAIN Viso 6.2fPs
=
~ FG 59.8 HP TG 0.10 El�b'�.8,. : T "SEE' SECTIONS I AND 3. r SD LINE B
+L OR STAIR ALL SEE SHEET 5
10 F /W �° MAT EXIST.,
Ph EXIST. WAG !?. - �`� i FL 61. y 9C/MPR Ei1fENTS PROF) ~ •o�� y �' i CONCRETE
TO BE REMOVED - u' 62 5 A/[/ 6 i4�R HR �A F i ?,9 FOR PRPROFILE s
---� - - 2 N MS PL CONNECT 8' C TO TYPE �6 • LOW c C8
F 0 Y
S L
2.4'1 - o R STORM DRAIN I- IT � � �g DETAIL. SHT. 2 SD STA. 1=14.68
...... , (5 • �.'l O : • . • . •` • . FS � C0 ECTION DETAIL THIS � I�� - � 3 �
=2.5'. Y =2.5' w /MANHOLE
0 � � `"� .: � TG 11.8
_. ,..... FS 61.50 FS FS b 5 2•? 6 J' ' c , DRAIN AND COVER PER M -2
ET. SEE STORM DRAIN a �. NTS �p !`
60 61.36' C �/ '� ? FG 12.0 x CONNECT E XIST. •FS .
1 s Bs � O TO 6' P VC
s OTE ABOVE •
o` e'" f
GittEdd MR L.S• ARpT'S 1FA/(S - 1a 2 / y SD LINE A :p � � � -i �6' �x�, " � /� $ />
RIM =12.44
4 S
5 W FL(IN) =9.71
N NFREON Ft7Y2 REFERENCE _ � 2 SEE SHEET SD STA. 3 59.9�f / hET. WALL PER RA /l N6S TO BE FLOUT)
=9.50
- LP � � � � kv ' I • �o� / � f q � �j,,�� �•P /L r9STEA.4/
CnfCY. RECA'/1RcS S�Pf1 ARM FG 61.3 r -- EN CAP �,• S �.F�' I FOR ILE 13 +13.93 PUBLIC ACCESS �' DETAIL 2 SHT 8
`� !.O/MSTRIvw , an III THE SD STA.1 +22.92 STORM OR
�S�o I • - TYPE A - 4 C.O. "'' �9 ULT/MNTE /AIPA7YEl!/ENT PH AIL. SHT-2
PART bF /NTE / j /P',S
FL 61.2
CAP � - � � � • � � H
I ONRY fi END CAP RETl�tF11NG NAG: PER
MALL TO REMAIN f' " SHT 8 (Tl.)
, r'nC9 FS (12.4)
1 �o / FL 56. FIRE ACCESS ESMT. FL 52.62 / D ETAIL I. 4
BROOKS PRODUCTS iNC. 6 'S• �• : BROOKS PRODUCTS INC. PER PARCEL MAP NO. B � SEE L.S. ARCH'S PLANS. �`9%T MATCH
EXIST. CONC. ° ~ ~, STORM RAIN DATA
. / D D
24 x24 CB N0. 2424. '� l / 24'x24' CB NO 2424 PUBLIC ACCESS ESMT PER 9 FO WALL VENEER. (T�PJ 6 �+:
T�F I FS c12.4)
LL 6' O /
o N /c STE / W /GALVANIZED STEEL OOC. No. 2000 - 0615532 �.r °S s, e � �,, `' / F� 12.4 ; ".
RA N0. DELTA OR BRG. RADIUS LENGTH REMARKS
P WAY GRATr, PER / PARKWAY GRATE PER REC. II 13 2000 ,� �. G : / ('1 �'� ~ ">
( f .,/ , J O F � � FS (12.4) i N69 29 27 E 25.00 6 PVC
DETAIL SHT. 2, TG 60.70 / F �"
...DETAIL SHT. 2. TG 61.80 ' f� l r i �• I� .
TW 13.8
.,. y / + I / • / C rl'R I `J r� !J c; FG 12.4 2 N78 09' 40" w 4.33' 6" PVC
~' •{ RET. *Ati PER
-1 § \) PUBLIC ACCESS ESMT. PER / ,'� * f; ' n f CT"'Y/ PROPERTY`'` 3 N80 44 27 E 22.13
4 PVC
' ';� � � �a DETAIL 2. SHT. 8 '
DOC. N0.2000- 0615533 I / `�• x' \, , s l � OUIUDARY j' �S ��: TW 13.0 °'' 4 N 1 1 2 I " w
2 1 8.50' 12" PVC
- :, y.. ; ' .;C 6g r` / •O FG 12.4 "
REC. 11-13-2000 ;� r-' . y .° �� �. �`• 5 N46 28 23 E 38.71 I S PVC
/ :` •�` ,' 1� /f s2a 50
' STA 2 ,. �` % ;�' A " "
6 N78 09 42 E 4.33 6 PVC
}, j, r' TCO 16. 2/ LIL61 F
a
ff
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'r J J ` s
Q. F J k ,J / CO PER DETAIL, SHT, 2 ,� C� 7 A= 12' 08'30" 343.00' 85.26' 18" PVC
t om[ }
4 f ` f / 3f cam/. 8 4' 8' 30" E 1 0.00' 18" PVC
�y ' N 3 5
L, ��, 9 45' I 37. 80' 18" PV
- , 7 ..
6' TYPE C / ,ca
/ N62 w C
- rl
..� + ri -\ , x .. ~.. �' . ;` PER SDRSD U 7 f f •��C C ii 9 I `J rJ r� J 10
0= 05' 31 ' 20" 243.00' 21.42' 18" PVC
rt ' r) r' 1 1 G -2 ' s9 _ /9i •9
J U T I C,AR
--- A .J `J r� r7 r 1 r r ti, %�. 6S p / .4 s . l 6A II A= 26 '
22" 243.00' 18" PVC
. r I _1 _
L 1 - y < r �� `,.; "' SD LINE A x •p ? /� r 42 ` -r / r r--' �1 / (�
,� t •6s qr �; v J r� J ED _. r� .� f 12 A= 27 2 I 02 3 12.00 12 PVC ll�
.
`,�..� SEE SHEET 5 r / � /s 8 " �, Ol •
FOR PROFILE LC)
y. p.
13 N50 32 01 W 16 56 12 PVC
r y ! CHAIN INK ��. " 'O 14 N50 49' 0 I " W 60.09' 12" PVC
FENCE TO BE I0 (V
EXTSTiNG AC PAVEMENT a �•`' •6 R
LL1 REMOVED s -o tiA 15 N57 20 E 3.00 4 PVC 1
TO BE REMOVED3 N32' 49' 39" W I
,e r 16 72.64 12 PVC
_ TUB T YPE A - C. f 14 +50.00 0 � r f r4`�ci CONSTRUCT 6' PVC STORM DRAIN 18'
04' 18" E 99' 12" P
C' O. TC UNDER LINED DITCH PER DETAIL,
WITH 560 -C -3250 CONCRET
ACK
17 N 6. VC N
AININC A L ` l C p C �.3j SHEET 2. FL ELEVATION AS SHOWN 18 N40 15.09' 12" PVC
FINISH FLUSH WITH INTERIOR 'P /•9
PER DETAIL I, •S T 49 4 I " w 48' 6" P
OF EXIST. CLEANOUt ., a: a� ` RC �? F w / 19 N 27. VC +�
SHT.8 (TYP.) jN '�O •0
REMOVE MIN. 1' SECTIOiY ; : k° 9 T p ,� C / ?• C D V
' SD STA 3 +17.50 SD STA 3+17.50 - / . M' # v�' r 3 SD LINE B N85' 15' 20" E I I. 17'
6" PVC Z
L OUT 8' PVC 52.15 OF EXIST. 8 VC. INSTALL . 2 F 68 x r /sue ti C /4 21 N80' 44' 25" E 8.
7S' 12" PVC
TYPE A -4 C.O. F - f
8' END CAPS ON REMMNiNIC1 '> _ / ss. S _ S �, �, F� s, ./ SEE SHEET 5 Fr
m
8 PVC. D r s AV FOR PROFILE Z N17 07 4.00' 12" PVC ( � BEGIN i -.
l� �•8' NO '2 I ' S" W 35.00' 4" PVC ll-1
FL 104 T2' PVC 52.98 / 8* pYC FL IN 12' PVC (52.98') EXIST. Pelt: ' �� s``� '� LINED Di CH PER D -75 1 € 1�'
?r �P
PER PLAN I' ��� `� FL 63.0 b9 J ? O o 20 10 0 20 40 60 Z 0
12 PVC 12' PVC ;`v • f �� < z, _ _ _ __ _ -
t ! 3 24 Nt 6' 23' 27" W 22 75' 8" PYC
MIN RETAMING MALL
q ,_ 25 N6 49 19 W 47 19 8 PVC CD
PER PLAN - � CONSTRUCT TEMP MORTAR PER PLAN -' � � � 6 p � � � ; ' •'/ GRAPHIC SCALE i
- 20'
PLUG AT 18' OUTLET Z O
4�
TC PER DETAIL 2, SHT.B 6 N I9' 00' 33" W roe 10' 8" PVC w r`"
/ /
FINISH FLUSH WITH INTERIOR C % 3 4 '' 1
L 0
REMOVE TEM I ` " `\� 1. ��► a F C 6• pV 2 N70' 59' 27" E 32. 4" PVC
FL OUT 18' PVC 52.48 FACE OF CLEANOUT FL OUT 18' PVC (52.48) MORTAR PLUG � �`� ` >; � t. � � / � � � C
•c�j a lC p C 1? �
18 PVC f - Tw �'2 28 N70 59 7T E 4.04 4 PVC
CONSTRUCT 30-71 V-0 PVC TEMP. IS' END CAP EXIST. 18 PVC -STUB , ... :,. f :; r s�S lw *
U 0
PER PLAN w� 1 / ,�• 63 FC / �•s / 2 N I I 13' 38" E 64. 75' 8" PVC -
Q
FL 18 'PVC 52. REMOVE TEMP. END CAP x, ` y �` Y ' '� •O ? -
•6 R Ql
�� . ��� .� ,,.. ;'!; fox � f / N34 4.5 -% E I fi. ••
80 8 PVC
CONNECT TO EXIST. 18' PVC �
NOTEe SEE RIGHT -OF -ENTRY AGREEMENT, DATED NOV. 14, 2000 N
FL (52.46) BETWEEN THE ENCiNITAS RESORT CORPORATION AND THE 31 N 14' 34' 34" E 9.83' 8" PVC
w LL_ �•,`
SEE SHEET 3 CALIFORNIA STATE DEPARTMENT OF PARKS AND RECREATION 32 N7 Z3 ' 2G" E . aa' On PVC o
_
INTERIM C O N D iTi O N U LTi MATE CONDITION Q � OF ES /p FOR PERMISSION N GRADE AND CONSTRUCT IMPROVEMENTS. "
Q
33 N78 56 30 E 3.00 4 PVC N CD
�• � SHOWN HEREON. ON THE CALIFORNIA STATE PARKS PROPERTY. z � v
�C N 24 47" �E 7. 28' 8 PV
STORM DRAIN PIPE CONNECTION (PVT, " `
E
' " 4'48' l ll. `." as
MD ' s SE /VA STO&A - 1 DR41N NO E SNEE
TO TYPE A -4 CLEANOUT EXP•3/31/06 r 2 V) z
�
wN
CIVIL ��' w LiJ
Ul
f' �0 / t
NOT TO SCALE 4F C1��� Z � Z
. CD m O
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING
NO w
REf' /SES7,0 IWPhV1A5'5WZ,15 O DESCRIPTION: DISK STAMPED OC 145 1968 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP V D
IMPROVEMENT AND GRADING PLAN FOR:
NOTES. ABOUT 100 FTAE. of LA N/A DATE
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