2005-9318 G (Plans)NoText
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EROSION CONTROL NOTES CA /` N
�'` BOL/NDA:F' > Y I
TOP. 3 5. 76 2 BAGS HIGH 3' 88'4E
NO FL 0 INLET 374 `'�- 132.00'
1. IN CASE EMERGENCY WnRK IS REQUIRED, CONTACT STEFAN IF PADS LEFT VACANT FOR MORE IF OU T.- 307 45 -- --
LACASSE AT (760)942-999J 24 HOURS A DAY. THAN 2 MON THS OR A T THE CITY i
ENGINEER'S DISCRETION, ALL PADS TO
2. EQUIPMENT AND KVRKERS FOR EMERGENCY Wt7RK SHALL BE BE HYDRO- SEEDED. I SL is , V
MADE AVAILABLE AT ALL 71MES DURING THE RAINY SEASON �I BOUNDAR '
OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE
,I LOT 1 s �_
STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCA7701VS
_
TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES r1 r't t 7. EXIST. MH
WHEN RAIN IS IMMINENT. E. HYDRO -SEED I �� ' , _� h fTl
1. HYDRO - SEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE I �'L PIPE EASE :� PER ^V + T
FINAL MA, 2' �*
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE. a I _
11. -
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS I C' 132.00
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL B. 5 FEET OR MORE /N HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT
r ^
DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF
iy
ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. THE MATERIAL AS APPROVED BY THE CITY ENGINEER.
2. IRRIGA77ON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT B�- ?UNDARI I
5. THE CON7RACTORR SHALL INSTALL ADDITIONAL EROSION THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDRO - SEEDED GROWTH. - I A c c
A
CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER J. HYDRO- SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING • I `iT /L/ y &
DRAINAGE
L A �L MEN T R FINAL MAP o \ \ `i\
DUE TO AN INCOMPLETE GRADING OPERA ]lOIV OR UNFORESEEN A. SEED MIX SHALL CONSIST OF NO LESS THAN:
CIRCUMSTANCES W41CH MAY ARISE. A. 20 LBS. PER ACRE OF ROSE CLOVER ' �I LOT 2 INS P 1 ALL C I I ^ \
KA VA C R T
B. 20 LBS PER ACRE OF ZORRO FESCUE I U ARKING L I I E
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE s 1 t INS "A L L (PR TE) EE LETTER OF
PERU/
C. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA A I A FIRE L ANE " SIGN. � - I I E
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO I I I - , NO PARKING � �
FOR OFFSITE GRADING
. , B r
AREAS WHEN IMPOUNDED WA 1FRS CI?EA 7E A HAZARDOUS D 4 LBS PER ACRE OF ACHILLEA MILLEFOUA - "FIRE L AN
E. F "
CONDITION. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) I I I �' / DA TED:
F- 1 A IM PH 10' DRAIN 14.8
�E ° w
2 LB PE R ACRE OF OR OLECA I {> ac Tw 314.8 +.
132. DO SLOPE C9 ( n G IN 3' PCC Y
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE G ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON RIBBON
GU TER - --
APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. LOCA710NS WHERE THE AREA BEING HYDRO - SEEDED IS NOT VISIBLE ~' (MODIFIED
G- ?3j � �J� JF /_ 0T
FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES T W 31 y.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN I ` I
J I � �- I I ry TW' 319.5
AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH 5 � -
H. I TEM "A" OF THIS SUBSECTION MUST BE INOCULA TED W17H A " ^' K /i: •E h'- VA c 315.0 FG _318.0
SUBDI Vl SlON BOUNDAR
� � -�_ � FG Q,
WORK DAY. N17ROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR J !; Imo. _ ' DRAI.NAG _ EASE ME ^Y ( ( 0'
VE
BROADCASTING BEFORE HYDRO - SEEDING F �I -� PER FINA MAP
9. ALL REMOVABLE PROTECTI DEVICES 570101 -SHALL L HALL BE IN ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB -SITE IN
s88 4 4 ' 1 E 5
� ; } I
PLACE AT THE END OF EACH WORKING DAY WHEN THE FI W 5 UNOPENED CONTAINERS WIN 7HE CALIFORNIA DEPARTMENT OF FOOD AND `. N; I LOT
3 p'p " G 9 ' N � 3
DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 AGRICULTURE CERTIFICATION TAG ATTACHED 70, OR PRINTED ON SAID a I \ J 4
X). SILT ANO OTHER DEBRIS SHALL BE RE7MOVED AFTER EACH CONTAINERS.
RAINFALL. J. NON - PH YTD - TOXIC WETTING AGENTS MAY BE ADDED TO THE ( I TALL G T
HYDRO -SEED SLURRY A T THE DISCRE7ION OF THE CONTRACTOR. I NO PA IN G \ / _
10. SHOULD GERMINA71ON OF HYDRO - SEEDED SLOPES FAIL TO B. TYPE 1 MULCH APPLIED AT THE RATF OF NO LESS THAN 2,000 I 'FIRE L
A
i 1 00
r. { 1 ". 28 ' / v , v 3 t 5 4 �
PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90 __R =2 0 '
LBS PER ACRE_ TYPE 6 MULCH (STRAW) MAY BE SUBS717U7ED, ALL OR �� J. ,� h 0 4 CRtS
COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE PART, FOR HYDRAUUCALL Y APPLIED FIBER MATERIAL. WHEN STRAW IS I ; V -
PER
STABILIZED 11774 PUNCHED STRAW INSTALLED IN ACCORDANCE USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY j R 19 �0 vU
T TE G- 1
I _ -
\ JF E
WITH SEC 110W 35.023 OF THE EROSION AND SEDIMENT CONTROL PUNCHING NO LESS THAN 50X OF THE STRAW INTO THE SOIL I ° ,r
2 1.
HANDBOOK OF THE STATE OF CALIFORNIA DEPAR7WENT OF VA TL DPAINA E
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, � A sEME N T PER , a ?
CONSERVATION. SE S �.�F,M
L ' �}h "A „ }_ _ I Q
16 -20 -0, WI TH 15X SULFUR APPUED A T THE RA TF OF 500 LBS PER _ __ . __ _. _ . _ - _ .1 r I I INAI MAP
W
ACRE. >I 311.48
LOT 4 9�, INS TA L N � �,N ct 1. 4. AREAS TO BE HYDRO- SEEDED SHALL BE PREPARED PRIOR TO
o ) - CONSIRUCII 2
s
HYDRO - SEEDING BY 'I I �� �� o° "F ELAN �t�;N "LOT 9 ENTRANCE t
A. ROUGHENING 7NE SURFACE TO BE PLANTED BY ANY OR A �l L �' °'
I I 3 0.55 h c. /' F
COMB /NA7101V OF:- _ ____ cl
A. TRACK WALKING SLOPES STEEPER THAN 6: 1. I N'5 TALL I p A - o
B. RIPPING AREAS THAT WILL NOT BREAK UP USING I7EM "A" ABOVE I 79 77 . F; 1 , PC,C ERA �� V ARrE
Q
B. CONO/ ]TOWING THE SOIL SO 7HA T / T IS SUITABLE FOR PLAN 71NG � L USH CURB
BY { ANT R 81.83'
IN-' c
A. ADJUS77NG 7HE SURFACE SOIL MOIS7URE TO PROVIDE A DAMP BUT l.'
HD S IORM 0,k'AIN
SEE PROF lL ! � _ _ c j AREA a
NOT SA TURA TED SEED BED. I - _
- t9' Rl Grt T _ - X36
B. THE ADDITION OF SOIL AMENDMENTS, PH AD.lUS171IENT, LEACHING OR I ,LOT 5 INSTALL' - - A �A_ c SILT L
12" WIDE CONCRETE
L 5.80, a J g`;� NO PARKING, � \9� v SLOPE �. ?y. FENS J28' � SW LE 9 FRONT
OF EXISTING
COVERING SALINE SOILS TO PROVIDE VIABLE COND17IONS FOR GROWTH. E LANE " SIGN. `� EXI ST RE A „'vr G
- 1 , _ U TlL I T PEDESTALS & SLABS
s
C. HYDRO- SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A �q (f �. - _ / �,
WALL TO BE REMOVED a (10' ANSI TION SIDE OF
VIGOROUS GROWJH UN71L THE PROJECT IS PERMANENTLY LANDSCAPED F f� - '���'
OR, FOR AREAS WHERE H YDRO- SEEDING IS THE PERMANENT ) �E- , l� \ U TIL I r
I I PR _ 308 " 1 TG LOT 8
LANDSCAPING, UNTIL NE PROJECT IS COMPLETED AND ALL SECURITY i PRA >F'OSED t 6 ' �, lam'_; 6 ' SO D WALL
RELEASED. \ �� PR/ VA TE ACCESS � E 311.0 �' o
EASEMENT PER - INS Bh= JOKS 36 "X36 " INLET I _ W ) o
j I FINAL M 50
.
TG 30821
--- ----_. - _ - -_._ . -� --- - 116. _ SUBDI SlON BOUNDARY - - IE 307.15
117.99' {> ° o
F
1 .
� 1
. ` 1 `
J ; 308. D
4L L T YF L -5 MA S N AGSM
R �Q N W "ALL, C- 1 H
1INING WALT_, C- 'I �V 3- 8'• F' VC PIPE `LO
7
4_6 UL �/ypg ( 70 OVERLAP ON GRA TE I I m PE 308. c! PROPOSED 12' PR TE 30 8
� ' E NI PER FINAL MAP
MVTU �RB BApC OF CURB� _ ... - ALT FENCE DRAINAGE EASEMEN �` p' RD DEDICATION TO THE
CURB INLET C TION 1 r I FS PER FINAL MAP \ _ I - I TY OF NC /N /TAS UNDERDRA/N
1 g I 5 LF�- 3 F' VC -25 PRO SED SIDEWALK PER
�, 11
027. a 1 1-7
T w` 3 8.0 l'
-- _ _.__
--
cc, `;.6 __ lh 8 SE'WT L NE
��
�S r ��; R I
AIIL
3u 6 EXIS F/N
R;
SUBDI VSION BOUNDAh'
f ,
TIE IN TO !-'ROPOc -
E C? / EXISTING 10" WA TERI /NE T REM MOVED T)N�= POwEF UNDERGROUND EXISTING POWER POLE y27290 TO
#. 8 TO BE 1
SPILLWAY >I DE wAt K AND CURE? SAN l! I�
0 {, I EXISTING 8" SEWER LINE RE &
INLET PROTECTION DETAIL T TE R PER DWG 756 ? - G , r , � PRt1Pt'SED STREET LIGHT BE REMOVED & UNDERGROUND.
NO SCALE 1X/5 T. SAAR s - - L - - �- - _ 0 8 +00
)
2 BAGS HIGH TYPICAL _ -- � � � ` R - --- - - EXIST SMH+
R: Fll 1.0' MIN /MUM ( INSTALL VERTICAL IRON t r A TE
�� F �/ ® FACE OF WALL FOR STORM - EX. PUBLIC ROAD EASEMENT
SIC (TYPICAL) EROSION CONTROL LEGEND DRAIN OUTLET PROTECTION TO COON T Y OF SAN DIEGO
SURF ACE-
BOOK 5490, PAGE 383
_ - -- DATED: JANUARY 10, 1955
1 0.46% -- - - - �
4/11 I _'. -s- y � DIRECTION OF SURFACE FLOW do STREET GRADE -- _ ____ __.� _-_ __-- - ___- _ --____ -
s• N rrl'I <_ . GRAVEL BAG LOCATION mslo
��• SILT FENCE �t
STABILIZED " "' DONALD L
CONSTRUCTION ENTRANCE H AT bh A inc,
CONSTRUC'TIONE CE GRAVEL BAG DETAIL No. Sri cm SLOPE PLANTING AND BONDED FIBER MATRIX 31P.
, -81-07 20 10 0 20 40 60 � � � � �
NOT TO SCALE NO SCALE TYPICAL FOR ALL SLOPES 2:1 OR STEEPER, TALLER THAN 3.0' * 5115 AVENIDA ENCINAS <
cqlm SCALE: 1" = 20' CARLSBAD, CA. 92008 -4387
(760) 931 -8700
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE O/Y,y � �¢,.� DESI N BY DRAWN By csac:, I WA
�E�!'� �/ ' aY CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAINING NO
A 6 -
DESCRiPTiorr � vARB PLANS PREPARED UNDER THE SUPERVISION OF EROSION CONTROL FOR
LOCATIOPI:
--- _ _ - ---- ---- -- - _ __ __ -- -- - -- --- - - -- _ --- -- -- - __ - _ _
`
_ _ __ _ -_ _ _ _ _ - W . N.A. CONC. CU RE 1'[JRN HoxizorrrA�. 1 � 0' BLUE�YATER �
ENCINITAS
._ - - CIA:
o� LAtE D R[VE APID HIR�QNGHA,1 I S O � DATE: � - z - o
- S 18-G
- -- - -- ---- -- - -- --- - -- -- - - - -- - - - - - - - - --- - - -- - - _ -
-
DRI ,
_ -- -- VERTICAL
R NALD L. HO AY R.C.E. NO. 29271 EVERGREEN DRIVE
=1.10 DATUM: - p, f�� j� EP• 3 - 04 -040 TM DR CDP EIA SHEET 4 OF
C. G RADIN G
FIR N SLOPE PLANTING NOTE
1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A 1. f7RE SPRINKLERS SHALL BE INSTALLED IN THE IN ACCORDANCE WITH SEC77ON 23.24.510 OF
THE STORMWATER POLLUTION CONTROL BMP NOTES
SINGLE — FAMILY DWELLINGS FOR PARCELS 1, 2 & J. ENCINITAS MUNICIPAL CODE, PROPOSED GRADED SLOPES RELA TI VE TO CONSTR UCH ON A ES
QUALIFIED SOILS ENGINEER OR UNDER HIS/HER DIRECTION. EXCEEDING 15 FEET IN VERTICAL HEIGHT SHALL BE
HE /SHE SHALL OBSERVE AND TEST THE EXCAVA71ON PLACEMENT PLANTED WITH TREES, SHRUBS AND GROUNDCOVER.
AND COMPAC71ON OF F7LLS AND BACKFILLS AND COM4PACTION OF 2. TF PARCELS CANNOT ACCESS OFF PRIVATE WI PRIOR TO APPROVAL OF "ROUGH GRADING"
BY THE
TRENCHES HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED DRIVEWAW4 Y DUE TO 16 FODT WIDTH OF DRIVEWAY. ENGINEERING DEPARTMENT, A LETTER FROM A
STATE CONCRETE WASHOUT TRAINING
AND WILL DETERMINE THE SUI TABILI TY OF ANY FILL MA 7ER/AL. LICENSED LANDSCAPE ARCHITECT SHALL BE SUBM/ TIED TO
CONTRACTOR'S EMPLOYEES W40 PERFORM
3. CONSTRUCTION MATERIALS PRIOR TO THE DELIVERY CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY
UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL OF BUILDING CONSTRUCTION MATERIALS TO THE PROJECT THE PLANNING & BUILDING DEPARTMENT CERTIFYING
THAT SLED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
STATE THAT OBSERVA71ONS AND TESTS WERE MADE BY HIM/HER SITE ALL OF THE FOLLOWING COVD1710OVS SHALL BE ALL SLOPES EXCEEDING 15 FEET IN HEIGHT
SHALL BE BE TRAINED 70 BE FAMIUAR WITH THE CITY OF
OR UNDER HIS/HER SUPERVISION AND THAT IN HIS/HER OPINION, COMPLETED TO THE SAIISFAC110N OF THE FlRE
' PLANTED WITH AN APPROPRIATE SLURRY MORTAR STUCCO PLASTER AND THE LICE INTO COMBINA7101N OF TREES, WASTES
ON SITE /T IS ILLEGAL TO WASH CONCRETE EN0NITAS STORMWATER POLLU77ON C010ROL
ALL EMBANKMENTS AND EXCAVA7IONS WERE CONSTRUC7ED IN DEPARTMENT. SHRUBS AND GROUNDCOVER THAT MEET 7HE 'FIRE REQUIREMENTS
THESE BMP NOTES SMALL BE
THE STORMWATER CONVEYANCE SY51FM OR ANY
ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL DEPARTMENT GUIDELINES FOR PLANTING IN DEVELOPMENTS AVAILABLE
TO EVERYONE WORKING ON 97E. THE
EMBANKMENTS AND EXCAVA7701VS ARE ACCEPTABLE FOR THEIR A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND SUBJECT TO FUEL MODIFICATION"
DESIGNA TING 174E WASHOU INCLUDE ONLY RECEIVIN WATER WA SHOUT SHALL POST A SIGN PROPERTY OINVER(S) AND THE PRIME CONTRACTOR
INTENDED USE. APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT NON- INVASIVE, NA 71VE, DROUGHT - TOLERANT PLANTS FOR T LOCATION.
MUST INFORM SUBCONTRACTORS ABOUT
OR AGENCY. SLOPES THAT ARE ADJACENT TO BIOLOGICAL OPEN SPACE STORMWATER REQUIREMENTS AND THEIR OWN
2. 7HE CONTRACTOR SHALL PROPERLY GRADE ALL EXCA VA TED AREAS OR AREAS CONTAINING NA 71 VLF VEGETA 71ON, AND CONSTR UCHON SITE ACCESS
RESPONSIBLLI T7ES
SURFACES TO PROVIDE P0977V1E DRAINAGE AND PREVENT B. AS A MINIMUM, 7H£ FIRST LIFT OF ASPHALT PA VING BE SPACED AT NOT TO EXCEED 20 FEET ON
CEN TER FOR
PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER SHALL BE IN PLACE 70 PROVIDE A PERMANENT ALL TREES AND 10 FEET ON CENTER FOR SHRUBS
THAT WILL A STABILIZED CONSTRUCTION -97E ACCESS SHALL BE
AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WEATHER SURFACE FOR EMERGENCY VEHICLES PROVIDE FULL COVERAGE AND PREVENT EROSION. PRIOR
PROVIDED FOR VEHICLES EGRESS AND INGRESS TO WASTE MANAGEMENT
WORK ON THE SITE AND SMALL TAKE REMEDIAL MEASURES TO TO ISSUANCE OF FINAL OCCUPANCY, A FINAL LET7ER PREVENT 7RACK/NG DIRT OFF
SITE THIS SHALL INCLUDE
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH 71ME C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, SHALL BE SUBMITTED FROM A LICENSED
LANDSCAPE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED CONTRACTOR SHALL BE RESPONSIBLE FOIR
AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES AND ACCEPTED BY THE FIRE DEPARTMENT AND ARCHITECT CER77FYING THAT THE S17E HAS BEEN
STEEL PANELS/PLATES PROPERLY DISPOSING OF ALL WASTE AND UNUSED
HA VE BEEN INSTALLED. APPLICABLE WA TER DISTRICT. INSPECTED BY THE LANDSCAPE ARCHI7FCT AND MEETS CONSTRUCTION MA
TER/ALS DUMPING OF UNUSED
774E ABOVE REQUIREMENTS AND THAT THE PLANNING IS OR WASTE PRODUCTS ON THE GROUND, WFIERE
J. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED 4. OBSTRUCTION OF ROADWAYS DURING CONSTRUCTION: WELL ESTABLISHED (80X OF SLOPE AREA
HAS GERMINATED CONSTRUCTION VEHICLES WATER CAN CARRY THEM INTO THE CONVEYANCE
AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD ALL ROADWAYS SMALL BE A MINIMUM OF 24 FEET IN AND IS IN A HEAL 7HY, AC77VEL Y GROWING
STATE) AND A SPECIFIC AREA WAY FROM GUTTERS AND STORMORA/N SYSTEM IS S7R /CTL Y PROHIBITED.
SPECIFICA710NS ALL VEGETABLE MAT7ER AND OBJEC77ONABLE WIDTH FOR MAIN ACCESS ROAD, AND 16 FEET IN WIDTH GROWING ON 71-1E SLOPES SHALL
BE DESIGNATED FOR CONSTRUCTION VEHICLES
MATERIAL SHALL BE REMOVED BY 774E CONTRACTOR FROM 7HE FOR PRIVATE DRIVEWAY, DURING CONSTRUCTION AND PARKING, VEHICLE REFUELING,
ARID ROUTINE EQUIPMENT NO SEEPAGE FROM DUMPSTERS SMALL BE
SURFACE UPON WHICH 7HE FILL IS TO BE PLACED. LOOSE FILL MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF MAINTENANCE ALL MAJOR
REPAIRS SHALL BE MADE
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM VEHICLES, IN ACCORDANCE WITH THE UNIFORM FIRE CODE DISCHARGED
INTO STORMWA TER. BERMS/D/KES
NA 7URAL GROUND. 7HE EXPOSED SOILS SHALL BE SCARIFIED TO A AND THE ENCINITAS FIRE DEPARTMENT. —GI SHALL
BE PLACED AROUND DUMIPSTERS TO
DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 DIVERT THE NATURAL STORM RUNOFF: DUMPSTERS
PERCENT. IT SHALL BE 774E CONTRACTOR'S RESPONSIBILITY TO SHALL BE CHECKED FREOUENTLY FOR LEAKS.
PLACE, SPREAD, WATER, AND COMPACT THE FILL IN STRICT EROSION CONTROL DUMPSTERS LIDS SHALL REMAIN CLOSED AT ALL
TIMES. DUMPSTERS WN THOU T LIDS SHALL BE
ACCORDANCE WIN SPECIFICATIONS EROSION CON7ROL MUST BE PROVIDED FAR ALL EROSIVE PLACED WITHIN S7RUC7URES WM7H IMPERVIOUS
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GEO TECHNICAL NOTES SURFACES SLOPED SURFACES ESPECIALLY SMALL BE
ROOFING OR COVERED W IH TARPS IN ORDER TO
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS PROTECTED AGAINST EROSION BY INSTALLING EROSION AVID RAIN CONTACT
WITH ANY TRASH MATERIAL.
SEC7I01VS THE SLOPES OF EXCAVA770OVS AND EMBANKMENTS 1. THE CONSULTANT SHOULD DETERMINE THE EXPANSION POTENTIAL RESISTANT SURFACES SUCH
AS EROSION CONTROL MAM
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE OF 774E FINISHED GRADE MA TERIALS AT THE COMPLE7701V OF GRADING. ADEQUA
TE [ROUND COVER VEGETA 770N, AND BONDED
ENGINEER OF MbRK AND LEFT IN A NEAT AND ORDERLY FOUNDA 1101V DESIGN RECOMMENDA 7IONS SHOULD BE REVISED /F THE FIBER MATRIX.
MANY COMNS7RUCI)ON MA TER/ALS�, INCLUDING
EXPANSION P07EN77AL OF FINISHED GRADE MATERIALS
CONDI710N. ALL STONES, RODTSy AND 07HER WASTE MATTER SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS,
SUBSTANTIALLY DYERS FROM THE ASSUMED EXPANSION RANGE.
EXPOSED OR EXCA VA 77074 OR EMBANKMENT SLOPES WHICH ARE NO EXCA VA 77ON AND GRADING AC7I VI 71£S ARE ALLOWED BROKEN
ASPHALT AND CONCRETE, 0000, AND
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 2. ADDITIONAL 7ES71NG SHOULD BE PERFORMED UPON COMPLE7101V DURING WET
NEA7HER CLEARED VEGETA 71ON CAN BE RECYCLED.
OF THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN OF THE GRADING OF THE BUILDING PADS TO ACCURA TEL Y ADDRESS
NON - RECYCLABLE MATERIALS MUST BE TAKEN TO
ACCORDANCE WITH THE GRADING ORDINANCE. THE CORROSI VI TY OF THE SOILS AN APPROPRIA LANDFILL OR DISPOSED
OF AS
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL HAZARDOUS W4IS7E FOR MORE INFORMA 77ON ON
5. ALL 7REESy BRUSH, GRASS AND 0774ER OIBXC7100VABLE 3. AN AS - BUILT REPORT PREPARED BY THE CONSULTANT MUST BE RUNOFF AROUND THE
CONSTRUCTION S17E CONTRACTOR DISPOSAL OF HAZARDOUS MATERIAL, CALL THE
MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED SUBMITTED TO 774E CITY FOR RENEW WI THIN 15 WORKING DAYS OF SHALL PR07ECT
CHANNELS AGAINST EROSION USING HAZARDOUS WASTE H07LINE TOLL F7?EE AT (800)
OF OFF 774E S TF BY THE CONTRACTOR SO AS TO LEAVE THE COIWPLE770V OF GRADING. 774E REPORT MUST INCLUDE THE RESULTS PERMANENT AND
TEMPORARY EROSION COIN7ROL 714 -1195. FOR INFORMA770N ON LANDFILLS AND
AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED OF ALL COMPAC7701V TEST AS WELL AS A MAP DEPICTING THE LIMITS MEASURES
TO ORDER DUMPSTERS CALL EDCO AT (760)
APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF OF OVEREXCAVA7701V, OBSERVED GEOLOGIC CONDITIONS, LOCA77ONS 436 -4151.
LOCA710V OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS OF ALL DENSITY TEST, LOCATIONS AND ELEVATIONS OF ALL REMOVAL
ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY BOTTOMS, AND LOCA710N OF ALL RETAINING WALL BACKDRA/NS AND
SUCH MATERIAL OUTLETS REMOVE EXIS71NG WGETA71ON ONLY WHEN ABSOLUTELY POLLUTANTS SHALL BE KEPT OFF EXPOSED
NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN SURFACES PLAN 7RASH CANS AND RECYCLING
4. THE FOUNDA710V PLANS AND FOUNDA77ON DETAILS SHALL PHASES 70 AVOID UNNECESSARY REMOVAL OF THE RECEPTACLES AROUND
7H£ SITE
NPDES S TA TEMENT NOTE CLEARLY DEPICT THE EMBEDMENT MATERIAL AND MINIMUM DEPTH OF NATURAL GROUND COVER. DO NOT REMOVE TREES OR
EMBEDMENT FOR ]HE FOUNDA TONS SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION DEVELOPMENT OF THIS PROJECT SHALL
COMPLY WITH ALL PORTABLE TOiLE1S MUST BE IN GOOD N1711?K/NG
REQUIREMENTS OF STATE WATER RESOURCES CONTROL BOARD 5. ALL FOUNDA 77074 EXCA VA T70NS MUST BE OBSERVED AND ORDER
AND CHECKED FREQUENTLY FAR LEAKS
(SWRCB) ORDER NO. 99 -08 —DWG (N.P.D.E.S. GENERAL PERMIT NO. APPROVED BY THE PROJECT GEOTECHNICAL CONSULTANT PRIOR TO TEMPORARY VEGET47ION
MUST BE PLANTED ON SLOPES CONTRACTOR SHALL PROVIDE SECONDARY
CASO00002), WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES PLACEMENT OF REINFORCING STEEL. OR WHERE CONSTRUC7700V 1S NOT IMMEDIATELY
PLANNED CONTAINMENT AND LOCATE PORTABLE 701LETS
OF STORM WATER RUNOFF ASSOCIATED WIN CONSIRUC71ON FOR EROSION CONTROL PURPOSES EROSION SHALL BE AWAY FROM STOgMORA/N
INLETS ON PERVIOUS
AC71 W TY. IN ACCORDANCE WITH SAID PERMIT, A STORM WA 7ER PREVENTED BY PLANTING FAST - GROWING ANNUAL AND SURFACES
POLLU7700V PREVEN71ON PLAN (SWPPP) AND A MON /TARING PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PROGRAM PLAN SMALL BE DEVELOPED AND IMPLEMENTED ALL CONSTRUCTION DEBRIS SMALL BE KEPT AWAY
CONCURRENT WITH THE COMMENCEMENT OF GRADING AC71W71ES FROM THE STREET, GUTTER, AND STORMDRA/N.
AND A COMPLETE AND ACCURATE NO710E — OF — INTENT (N01) WILL PLANT PERMANENT WGETA 7IOIN AS SOON AS POSSIBLE, CONTRACTOR
MUST ROU77NEL Y CHECK AND CLEAN
BE FILED WITH THE SWRCB A COPY OF 7HIS PROJECT SMALL BE ONCE EXCA VA 77ON AND GRADING AC77W 77ES ARE UP
MA TERIAL THA T MA Y HA ME TRA VELED A WA Y
FILED WITH 7HE CITY OF ENCINITAS WHEN RECIEVED, FURTHER, A COMPLETE FROM CONSTRUCTION SITE
COPY OF THE COMPLETED NOV FROM 7HE SWRCB SHOWING 774E
PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH 774E
CITY OF ENCINITAS WHEN RECIEVED. WATER USAGE FOR DUST C0N7ROM' SHALL BE MINIMIZED.
IN ADD17ION, THE UNDERSIGNED AND SUBSEQUENT OWNERS) OF
ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING
PERMIT No. 9318 —G AND BY S ORDER NO. 99 -08 —DWG ON -SITE CONSTRUCT70NMATERIAL STORAGE
AND BY ANY SUBSEQUENT AMENDMENTS THERETO, SHALL
COMPLY WITH SPECIAL PROVISION AS SET FORTH IN SEC7101V C.7
SWRCB ORDER NO. 99 -08 -DWG STORED MATERIALS SHALL BE CONTAINED IN A SECURE
PLACE TO PREVENT SEEPAGE AND SPILLAGE
CONTRACTOR SHALL STORE THESE PRODUCTS WHERE
THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR
BLUEWA TER ENCINITAS, LLC 00101 937C335480 SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL
364 2ND STREET 15 FUEL STARED ON -SITE.
ENC/NTAS, CA 92024
ELIMINATE OR REDUCE POLLUTION OF STORMWA7ER
FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY
STEFAN LA CASSE, PRESIDENT INCLUDE SOIL, PARING MATERIAL ASPHALT
CONCRETE, AGGREGATE BASE, ETC STOCKPILES
QUINN SHALL BE LOCATED AWAY FROM CONCENTRA7ED
ITS MANAGING NG M MEM EMBER R STORMWATER FLOWS AND STORMORA/N INLETS
STOCKPILES SHALL BE COVERED OR PROTECTED W TH
SOIL STABIUZA 7101V MEASURES AND PRO LADED WN 7H A
TEMPORARY SEDIMENT BARRIER AROUND THE
PERIMETER AT ALL TIMES
NO sT
NO. 29271 Inc.
*
MOP. 3-31-07 lurid pkffft cM v
c lvD' 5115 AVENIDA ENCINAS
41 SUITE "L"
CARLSBAD, CA. 92008 -4387
(760) 931 -8700
WtEVistorrs APPR DA TE REFERENCES DATE BENCHMARK SCALE D � BY DR'� BY cmcm CITY OF ENCINITAS ENGINEERING
DEPARTMENT DRAWING N0.
DascRtpnox_ SQU P PR UNDER THE OF GRADING PLAN FO
PREPARED SUPERVISION
-- L S
------ -__ - -- -_ WCAnox: w. ffi!tD x.w. coxc. C URB RMarvRx B
- - - - - - -- — - of LUM � AND a�Ga — HORIZONTAL N l - - M, DATE: 6 -Z - c 5 U E WAT
E R E N C I N I TA 9318-
s�
DIM - R .C.S. NO. 2= EVERGR EN DRIVE
�. __ ._NL�_ N HO AY
swsnox: sal.io DATUM: -------- - — EXP. 3-31 04 -040 TM DR CDP E/A SHEET 5 OF
A Cole ON 1 5
3'
E: ^A
! 3
F CA
C ENE�?AL. CONDITIONS SHORT FORM GENERAL NoTEs B tlEv T E R
The following notes are provided to give directions to the Contractor by
the Landscape Architect. The City En gineer's s i gnature on these plans ❑ E0 I I • Approval Of These Plans N The Colby
Engineer Does Not Authorize
does not constitute approval of these notes and the city will be not be � Arny Work To Be FOR TITLE SHEET -`�
SHEET
Per
for Until "A Permit/ 'OA Notice To Proceed Has Been issued. FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEET
2
responsible for their enforcement. i _ FOR CONSTRUCTION DETAILS i NOTES - SEE SHEET 5 i 4
2. The Approval Of This Plan Or issuance Of A Permit Hy The aitq Of FOR IRRIGATION PLAN AND LEES - SEE SHEET
5
I. Protection of Life and Property II San Die oes Not FOR IRRIGATION DETAILS -E SHEET b i '1
Contractor shall pr otect all construction and landscap from �
SE
g fr,� Authorize The Subdivider d Ow Vi
cu Owner To Violate Any Federal, State Or FOR IRRIGATION SPECS i NOTES SEE SHEET b i 4
FOR PLANTING PLAN AND LE6NED -SEE SHEET 10
damage and, when required, provide guards or Covering. Any damage - -_ - ,!; , / City Laws,
�, , Ordinances,
shall be r epair ed or replaced at the Contractors expense. Contractors (( - - - -= FOR PLANTING DETAILS i
NOTES - SEE SHEET II
on the job shall G the foilowin insurance: (a) Worker's � � ' � I _- �.- Regulations, Or Policies, Including, But
Not Lirntted To, The Federal Endangered Species Act Of laT3 And Amendments Thereto (Ib tJac FOR ��� SP'E - SEE SHEET 12 -I5
C p om emotion, (b) Public Comprehensive enera rehe � , an p ert
nsi Gl Liability d (c) Pro I y
Damag In an emergency threatenln the safety of life, w Section 1551 Et.SecL) ork or - _ /
adjoining prop erty, the Contractor Is oreby Instructed to act at his
discretion to event such loss or In u and shall maintain the followin _- ; � 5. The Contractor Shall Be Responsible
For Survey Monurnants Md/Or
minimum liabilit Insurance coverage �r n the contract p eriod. g _ __ � �► � - Vortical Control Benchmarks Y�hlch
Are Dist�bod Or Destroyed By
w
g p _ -- - Construction. A Land Surveyor Must Field Locate, Reference, Md/Or
Coverage _ Preserve All Htstoricai Or Controlling Monments Prior To Any
Bodily Injury (250,000 per Individual, per Occurrence - Earthwork. If Destroyed, Such Monuments Shall Be Replaced Wttfi
Property 37ama • 100,000 Per Occurrence, aggregate _ Appropriate Monuments By A Land Surveyor. A Corner Record Or
s
2. The Contractor ail Gauss to be named as additional insured in such _ Record Of Survey, As Appropriate , Shall Be
Filed As Required 5y The
Contractors Public Liability, Contractors Protective Liability and + Professional Land Surveyors Act. If Any Vertical Control
Is To 5e
Automobile Liability Insurance policies the following: (a) VIEW _ : _ , Disturbed Or Destroyed, The Glty Of San Die
Field Survey Se
LLG B
, P.O. OX 9115, RANCHO
HO SANTA FE, GA - PHONE: '760- 456 - '7151 - go
Must Be Notified, In Writing, At Least 5 Days Prior To The Construction.
(b) diliosplo Design drove, Inc., 6 1404 denosee Avenvo, Suite 140, La -- _ The Contractor Will Be Responsible For The Cost
Of Replacing Any
Jolla, GA 612031. Vertical Control 5enchmorks Destroyed By The Construction.
S. Contractor shall not cause th policy to be cance or p e rmit it to
lapse, and the insurance policy shall lncludo a Clause to the effect that - - 4. Imp ortant Notice: Section 4216 Of The Government
Code
the policy shall not, at time Burin the construction p eriod, be
_ --- --- � Requires A
p y 9 P - - - - - Dig Alert Identification Number Be Issued Before A '"Permit To
canceled or reduced, restricted or limited until fifteen (15) s after o l l
�y _ ..: � , Excavate" H ee Vaild. For Your Dig Alert I.D. Number, GaII
additional insureds have received written notice as evidence by returned _� '! Underground Service Alert, Toll Free 1 -500- 422 -4135,
Two Days
rec eipts of register or certified letters. W) - c > . - E W) { A �,, (S (W) � V) - 5efore You Dig.
4. The Contractor agrees to hold the Owner and Landscape Architect
harmless from any claims arising out of his operations of any of his sub i- -" 5. Contractor Shall Implement An Erosion
Control Program During The
contractors, material supplies, or agents. Proj
w . .
act Construction Activities. The Program Shall Meet All Applicable
5. All local, municipal and state laws, rules and regulations governing or KEYMAP NTS. Requirements Of The State Water Resource
Control Board And The
relating to any portion of this
work are hereby Incorporated Into and Gity Of San Diego Mu nicipal Code And Storm Water Standards Manual. 016
ALERT
made a part of these specifications and their provisions shall be carried
out by th contractor. b. "Publ I m p ro vement Subject To Desuetude Or Dama Rep air Or CALM MA STATE LM SAYS
Y ou KW CALL 00 of You V*. " T" ' J � " If
• Re p 6OVERR41W OWE SbG" 42/6 -42" STAM THAT T"VA"W,
b. The Contractor shall verify the locations of all existing utilities, Replacement Of Such Public Improvements Is Required,
The Owner Shall . MWhr , VVW46, v1rD00, AW046, Tu+r LM,
structures, and services before commencing work. The locations of Obtain The Required Permits For Work In The Public Ri -Of- SCRA
~, CMa OR � RDMM, DRIVIO, FaNVAnM D166dN6,
utilize, structures and services shown in these laps area a p pr o x i mated 1�� SWE Rte. FENCE "T oR A1�K
OPM M Y. aUR
p ppr' Sat i sf actory To The Permit- Issuing Authority. FEWIT FOR 0166196 Ms.L WT W VAtm rrT M A D* &M TICKET
only. Any discrepancies between these plans and actual field conditions 14"M NO NOnMATM TMT TW 1Acovr W6 sea+
col lam.
THW 15 ALSO A H-DAY M MXM (MGTION 4216ft IN MHGH YOU MIST
shall be reported to the Owner or Landscape Architect REQUEZA STREET T All Existing Mal/Or Proposed Public Utility System
And Service WMMM 7W FROPOSM . F You MLL N® AVD"Jok&
T The Contractor shall protect all existing utilities and features to Facilities Shall Be Installed Underground In Accordance
With Section T IM r W ' r 1 DA IT sN YOM s FE WOWMITY To IMCOLL °16
remain on, and adjacont to be project site during construction. Z O W 144.0240 Of The Municipal Code.
Contractor shall repair, at his own expense, all damage resulting from his 0 -
operations or neglig ence. Q; p b. Prior To Any Disturbance To The Site, Excluding Utility Mark -Outs And
6. The Contractor shall obtain the pertinent engineering and /or AULBA ROAD 3urveylmg, The Contractor Shall Make Arr For A
` �MOSCAP E
architectural plans before beginning work. Pre- Gonstructlon Meeting With The City Of Encinitas Field Engineering
� 1"�� *
6 1. Permits for any construction depicted in these plans shall be Q Division
obtained by the contractor.
10. Contractor shall have a valid contractors license roopirsd for the Q 9. Deviations From These Signed Plans Will Not
5e Allowed Unless A
particular work being done. Contractor shall not allow the license(s) to SANTA FE DR I/E Construction Change Is Approved Sy The
City Engineer Or The Change
lapse du ring th e contract period. is Required By The City Inspector.
° SITE
Q 10. The Area hhich Is Defined As A Non 6rodin Area And Phich Is Not
DEGLARAT I ON OF }?ESPONS I BLE CHARGE Z To Be Disturbed Shall 5e Staked Prior To Start Of The Hork The
HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, Permit Applicant And All Of Their Representatives Or Contractors
�ctvl�otvs
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DES16N OF THIS PROJECT AS M Shall Comply With The Requirements For Protection Of
This Area Aa os10w109 G1TY G0slf% ✓
DEFINED IN SECTION 6103 OF THE BU51NE55 AND PROFESSIONS CODE AND THAT THE Required gay A g Applicable Agency.
DE516N 15 CONSISTENT WITH CURRENT STANDARDS. 00/10/09 GiT`r COMMENTS
i UNDERSTAND THAT THE CHECK OF PROJECT DRAWI 965 AND SPECIFICATIONS BY THE
Issuance Of The Ct 's 6r I ' �''`^" O L
ovement Permit Shall Not Rel 0/0 ' '' D "" T T A L_
CITY OF CAR .5BAD AND THE SAN DIE60 COUNTY DEPARTMENT OF ENVIRONMENTAL The Applicant Or Any Of The r x
entotives Or Contractors From
HEALTH 15 CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE The
I g Bu tL t Not Hith State Or Federal Requirements les
ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DE515N. Inns dinLimited To California Regional WaterC 11 Control
\/ I G I NI TY MAP N. T.5. Board, California De Of Fish Md a ame. liance w 9+4 APPROVED LANDSCAPE
CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION " Or Comp liance DRAN
THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE include Obtain Permits, Other Authorizations Of A
.,r
PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LAN05CAPIN6. Mandates By Any Applicable State Or Federal Agency
Joe NO. 09-012
DA'T'E 05-02 -09
FIRM NAME AND ADDRE55:
se As 9H004N
61LLE5PIE DE516N GROUP, INC.
4404 6ENE5EE AVE., 50ITE 140 NOTE: BEFORE ANY
LA JOLLA. GA 92031 -1534 EXCAVATION BEOIN5,
PHONE NO.: (858) 55b -8477 FAX: (858) 558 -9188 GALL D16 ALERT 0 :
REGISTRATION NO.: GA 1562 EXPIRATION DATE: APRIL 2001 I - 800 -22Z -2600
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE (ffY OF ENCI RA DEPARTMENT CITY OF E N C I
N I TAS : ENGINEERING DRAWING NO.
DESCRIPTION: CHISELED SQUARE W. END t 9404 GENESEE w vENUJE, Sums 140 DEPARTMENT
N.W. CONC. CURB RETURN OF HORIZONTAL: AS_ SHOWN qg S °. LA JOL A. C�ORrnw 92037 -1339 APPROVED BY: - ME�rFM
u e_"o
LOCATION: LAKE DRIVE AND BIRMINGHAM —
DRIVE VERTICAL: AS SHO WN _ _ 858 • 5519 • e977
0/Sy/= � at a
FAX 019 • 66e . 91e9 �, � , � � � (04-M op. EM) BL Us WA TER fa�-
_ _ __ B��iEwAjER SHEET 46 OF
ELEVATION: ELEV: 321.10 DATUM: M.S.L. DATE.
i
I ... _ _ _ ....
;
CONSTRUCTION LEGEND
^� ; ;
M c� € OI NOT
l
• _._ USED
d.,
r ...:. _._ NOT USED
,.
/
h
WOOD FENCE ON CIVIL RETAINING WALL -SEE DETAIL D13
:
!f
6 HOOD BOARD ON BOARD SOUND ATTENUATIN6 FENCE PER
4
SOUND STUDY - SEE DETAIL 6/3
I
® (REFER TO ATTACHMENT "B" ITEM E OF RE50L.UTION PG 2004 -
................. ........ _ _ _ _... .
4
AN A SOUND REPORT BY EILAR AND ASSOC. 4/14/04)
t LO ,1 r \
4
_..........a I I ; PE 317 t; :t g O b' TOTAL - *HOOD 130ARD ON BOARD HI TH 2' &LA55 SOUND
•' ` � � +•` .," � `? ATTENUATING FENCE PER SOUND STUDY SEE DETAIL Ff3
i ri.l
(REFER TO ATTACHMENT "B" ITEM E OF RESOLUTION PG 2004 -3
AND SOUND REPORT BY EILAR AND A550G. 4!14!04)
1 .
.................._. . ; . Ij O DECOMPOSED GRANITE TRAIL - SEE DETAIL A/3
— — — — -- -I — ! ! f 0 STANDARD GONGRETE 51DEHALK -SEE DETAIL B/3
COMPACTED 501E DRAINAGE SHALE OVER APPROVED
{
, GEOTEXTILE FILTER FABRIC
C4RADiNb PER CIVIL ENGINEER- TO
BE 50% GOVERED WITH RANDOM SIZED RIVER
.., ROCK (T.B.D�
I
LOT., -� AVAIL. FROM RCP. say WITH SHRUBS f
}
!1( A ND BARK
PIE '
? `; I MULCH (1'�JLGH .D
T BJ WITH AS SEE HATCH
J 1 tft�0 ,/ ' LE6END BELOH AND PLANTING PLAN SHEET 10
1• i I f�� I � j f S � �
j
I•jj REDWOOD HEADER- SEE DETAIL G/3
1 t ,
- - - -- -- -- -- —�- --j CONCRETE ROLLED CURB PER CIVIL ENGINEER
,
RETAINING WALL PER CIVIL EN61NEER
' (1 .... I I l 12 PLANTIN6 AREA
7 ,
DRIVEWAY LOCATIONS SHOHN ARE CONCEPTUAL ONLY,
I i
_. ........._...._ ... ... , II L01` 3 t ' NECESSARY TO TEMPORARILY DEFINE ADJACENT IRRIGATION
t
- - AND PLANTIN6 AREAS. FINAL LOCATIONS AND DIMENSIONS HILL
I 1 PE 310 ,
BE SHOWN ON PRECISE GRADING PLANS PER GIVIL ENGI ivt'R
AND LANDSCAPE DRAHIN65 HILL BE REVISED ACCORDINGLY.
,
f
KAVA COURT 1 0 GRASS SHALE -SEE PLANTING PLANS
I•
3 E
-- CONCRETE PAD FO UTILITIES AND ADJACENT CONCRETE SHALE
b R WITH SEEDED BOULDER5/ROCK TO MATCH SPECIFIED ROCK
-
r , r COLOR PER CIVIL
II
r .
BOULDERS IN SOIL SHALE, SIZE RANGES: 2' TO 3' AND i'b" TO 2'
SEE DETAIL E/3 AND PLANTING SHEET 10
1
W S,
8 DRIVEWAY EA5EI' -"T (FOR LOTS 6 AND 1) PER CIVIL EN61NEER
4 j b { FINAL MAP - TRACT 04
LOT 9
PE 314.0 I t
HATCH LEGEND
J COMPACTED SOIL DRAINAGE SHALE OVER APPROVED
GE
OTEXTILE FILTER FABRIC, GRADING PER CIVIL EN6fiNEER- TO
BE 50% COVERED WITH RANDOM 51ZED RIVER ROCK AND
4 s _ I TH SHRUBS AND BARK MULCH - WITH BOULDER5 AS
5HOWN - SEE PLANTING PLAN SHEET 10 FOR PLANT SPECIES
r s 0% ALBZT
LET 5 r 4 t Q% A �r o RE YaJ D*.
a _ ..
�uRT r : WM Q2*, TM TMAVATIOW,
? I PE T7:0 �` ( sieADlr+e, TREIyc►M, DI66N�16, DITC~, DRILLM6 �uWUU�, T�n+b,
LOT 8 { ' , c� PIPE FLOMM DRMM, FaiNDATIOM P*&N S
,1 \ '► (
L I I moscAPE Dlf 6fp* m1mm s, "we POST OR APK OT"m My. a4t
f 4 / q PE 311.0 I X 1 �T FOR D*&% HU WT W VA -V M MOn A D* A ART TM7
f FEND I NC LEGEND loom Ago NOTMATON MAT THE acarr W6 DEN co
eMMETM.
\ , 1I TWW 15 &W A !+DAY M NXM ftCTION 42*&)) B'1 H400 YOU MUST
N ! CA*4 1E Tif 1M PROP PWls�ti6. F YAJ V*_L NEED ADMOMIAL
_ —
I
W E WOW 1 14 DAY'S. IT 15 YOUR LITY TO ALY,ALL 916
) I ' 6' HEIGHT BOARD ON BOARD TYPE SOUND AL�tf. 916 At.ettr TOU. -� K#toR 15 I-WO- 221 - M= 600.
rr . \ 4 ' ( I — — — — — — — — — — — — — — — — ATTENUATINb FENCE -SEE DETAIL /3
l }
A
:I f {" t !
( �, I ? I i b TOTAL HEIGHT - 4 HOOD AND 2' `�,MO
GLASS SOUND ATTENIATIN6 HALL - SEE ��
LO 6 i t v DETAIL G/3 !�
? I I � ZOT 7 ( , •
PE 3C0 PIE 110.0 �' d i E I " n
I I ...... _..
Rev 151 ONS
1f J
• -
/
' • os /od/os CITY
•
r.. �q-�- _ -�_ _ _ Ob /Ib /OS UTY
b
_ 09/1 D M1rLA!! ft"M I TTA -
M "p
5 +00 -
.. i
SA NTA FE
FOR TITLE SHEET SEE SHEET i F O R 6 0 DRIVE
a +OO ON FOR CONSTRU TRUGTION PLAN AND -
DE TAILS � NOTES SEE
SEE SHEET 2
' 1
j
,►�' -� .. _ . ,� , . ; � ---- -� .� _ _ _ _ . .. � �� ( SHEET 3 i 4 v,!eARrw
s,.',
.......
...
..._
-OR IRRIGATION PLAN- WE SHEET s
FOR IRRIGATION LE{END -SEE SHEET 6
DETAI
..
:,.. FOR IRRIGATION SPE CS NOTES we SHEET q 4 10
�• r - �..... ._ . '� µ .. _. _....... \ „� .... _ . FOR PLANTING PLAN AND LEGI�ED -SEE SHEET
I I aAhT>f` 03-0 -03
a
w.
FOR PLANTING DETAILS 4 NOTES
SEE SHEETI2 SCALE AS sHOwH
FOR PLANTING SPECS - SEE SHEET 13 -14
NOTE: BEFORE ANY
EXCAVATION BEGINS,
20 10 0 20 40 so GALL 015 ALERT • :
1- 800 -227 -2600
SCALE: 1 ” z 20'
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE _ /r�i qTY OF RAS PLANNIM pEpARTMENT CITY OF
E N C I N I TAS : ENGINEERING DRAWING NO.
DESCRIPTION: SQUARE W. END pj;cyE*~ 1 9404 G LWL"M E AVENUE, SUITE 140 RM Fes.` DEPARTMENT
N.W. CONC. CURB RETURN OF HORIZONTAL: A SHOWN L11 aoLtA. CALIFORNIA 92037 -1"339 APPROVED BY: Tu " -ea
LOCATION: LAKE DRIVE AND BIRMINGHAM Ti�- �-s v
pie -G
13156 - 666 - 6977
DRIVE VE�ICAL AS SHO WN ,• �:N.
�+A FAX 619 - 666 - 9166
ELEVATION: ELEV: 321.10 DATUM: DATE: BL UEWA TER (00--" ft at c1p, av
::W_ :. �ZIE�U TE
M SHEET 7 OF ff9
I 294 CEDAR GAP O SIMPSON 6844 COLUMN BASE ■ -:4,130
DETAIL
2 IXb CEDAR BOARDS (TYP) o RET. WALL PER CIVIL EN6. (� USE 2 1/4 "x 'd" BENDER BOARD ALONG CURVES I , 2 0 1'i' 0� A" RA �lE'
O4' DEPTH DKAP�.�ID ORNITE-
O IX4 CEDAR RAILS ON INSIDE OF FENCE •� W/ 12 LOINS 2X4 STAKE 4 O.G. BOTH SIDES CALIF SOLD OR A PPROVED
2X4 RAILS ON OUTSIDE OF FENCE OP {PATH I ROCK ^IO (q MOISTEN
�' PRE-M=W IAP. XW y4'
Ph. 1 GOMPACT TO " W/%O
4 4X4 CEDAR POST •a' O.G. MAX. FINISH SRADE i" FOR LANAI AREAS TOOLED Elr,7.., 20' OL. UI his LB. ROLLER- IPLPiTAILL
FENCE
NOTEr AUL.K TO MATCH PAVINS LB. R 5 APE FOOT ENCE 1O
� FINISH GRADE ALL TO BE PAINTED,
NOTED, G
STAINED OR CLEAR SEALED 3� FINISH SRADE 2" POR ROCK AREAS 4 ' ` 4' COO. PAVING COLOR AND 2 D.6. MSTAILATION
Ph. PATH
OF1NtSH PER NOTE'S SHALL BE M AW 49R I G CC
COLOR TO BE APPROVED BY 3tD' L B E (T OGU�S. 121r
(2) Od SALV. NAILS MR STAKE MAx LOW WINAL SLOPE, 2% MIN.
O G WWAGTED SUD -GRADE PER CAM SLOPE
IX2XI2 REDWOOD STAKE AT & O.G. LS REPM O
G011GI" Gi " "m OGGUlS 1ltI71iO0D +FADER - ATTATCH
4 . l0' -0'
2x4xt2' STAKE 4' 04. TO 296 W/ 2
2 RhtSf eRAaE I' . TURI=, r • Z TOP OF 2 TO LIE
I MNNINd SHRe AREM � � GOPlAGT® SUD6RADE-
O M1DTH PER PLA>i�5 TREAT T OP OF SIB 6RADE 1
2 IFIN&W Ph. a ' b e 2 W.X9°O�RT BASE OR AS PM
10' -0'
APPROVED P11E -B ERSEW
I 6RAIiLAR H N56IDE , INSTALL
4 III
bPbil0 -�0 WJ'tM. M REGOMMMATM
Z S - - I I- �AVIN6 2 I S 2
SAND BAN NV BIER HALL BE
A TE �r
_ - - - -- b o
tNED BY Sa151 bRT
cc
e NO "R` VAILM TESTING
cc
ELEVATION I I I I � _
END W4TION
a
i icv15L:;) 02116704 j� RETAINING NALL kil HOOD FENCE NTS t REC)N00r�) HEADER
R NT5 FAVIN6 TRAIL KV15LL;
Fi�7(777T.'i
i
2 1 i' X b' TO COVER POST
X b' FENC ING - -- - 9 r X 4' UPRi6+fi O TYPICAL BOU.DM VAWM M
W/ I' 4 9 24 M&Oft DOLTS v SIZE QOM Ir DIAL TO Sb' PIA
-- DOLOR BRhWTi1NlEARTH- TO M
LOY� HOOD 51:GT10N S 4 W.0 20 APF1tOVEi7 Dr 010#40t _I b s 5-HOOD SGRErE e' Of'.
0 WRY TO MSl DEPT+i OF U3 1 W AuJMiNUM FRAMING WITH' AU~ FRAME +EIGHT OF DOURER
UPPER 61.Ab5 SECTION TOP VIIN OF DOLT UP POST CONTRACTOR SHALL USE O I O AM
b 6ALVANIZE7 NAILS THROU&M r X b' TOP GAP O SHRJVW AREA
SHAL r X 4' TOP AND W70M RAIL
1 ROU6H So" UJMI9ER l0 1' X 4" M ID M O P A N OR
11 , b I
A WOO DNm TO W PAINTED, 11 # X 4' TOP APE BOTTOM TRIM
8 EXTERIOR DOLOR TOE 12 @&V. POST • b' Of.
I1
SIA"TTED TO CITY AND OPM 0 be x v DOMED GONC.RI:'TE d 4
A FOR W/M AND `
�
1 1 I I I I I 1 1 1 1 1 I I I lO
I 1 1 1 11 I I I I 1 I 1 4 I I PHA SOM STUN 91 ELAM
A660CIATE5 04MVO4 NOON � - ILL 2
I 1 1 1 I I I 1 I I I I
FENCE C06TRWrI N SHALL NOT O 11 I i 11 I I I C
' ' 1 HAVE SPACES BETIe N BOARS
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AND LIB MUST BE PMPNMUM T/p'
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12 THICK. GONTRAGTOR SHALL l i
24" CONSTR ZT BOARD ON WARD
_ 19 FENCE AS SHOWN IN DETAIL TO
a ' AVOID 6AP'S IN PELAGE BOARDS,
u ICV15EP: 00/00/00 BOARD ON BOARD A00V FENCE W/ TEMPS '' n 6LA55 P L 5 ( E7
WUL DER INSTALLA
1' X b TO COVER POST
I' X be FENCIN15 2' X 4' UPRIGHT
I' 2- %' MACHINE BOLTS ��,N DSCA'E
2V SCH 20 +gy G11 I�ap 4 +
TOP VIEW OF BOLT LIP POST J
2' X be TOP GAP NMI �►' \!
2' X 4' TOP 1 BOTTOM RAIL. CONTRACTOR SPUUl USE . F
CA�
GALVANI NAILS 1*01. 40 1
X b' FEPIGIN6
MV I" OVERLAP A N O � O � D y� M � tqm,:" SHALL BE
I I I „ I 1 I VARIES '' R0U6H�JIAWd �LIA"l9ER.
1slo
I' X 4' MID RAIL 05 /0"/ Os C ITY Cot_ft NTlS
WV8M TO MEET POOL ALL HOOOVWOIIII( TO BE PAINTED, 06/1e /03 CITY cor�Nrs
II 1I
CORM) STAINED OR CLEAR SEALED- C"A b /O'S arrrL -^Pt SUDM I TTAL.
EXTERIOR COLOR TO BE
)S X 4' TOP 1 BOTTOM 1 SUBMITTED TO CITY AND OR ER
FOR REVEH AND APPROVAL
FOR TITLE SHEET - S SHEET I
PER 50 UtE STUDY Dr FILAR FOR CONSTRUCTION PLAN AND LEGEND - SEE SHEET 2
FOR CONSTRUCTION DETAILS 4 NOTES -SEE SHEET 5 4 4 acv S+4
FENCE I C A O TM WT FOR IRRIGATION PLAN- SEE SH 5
_ �.rr�eoven ..nom
24' .' i �- 6ALV • 8' O.G. AND LIAR K15 BE 1/8' FOR IRRIGATION � — SEE SHEET i b
a X 24 DOMED T+NGK CONTRACTOR SHALL FOR IRRIGATION SPECS 4 NOTES - SEE SHEET 9 4 IO -Poo NO.
C001CM FOOrW CONSTRUCT BOARD ON BOARD FOR PLANTING PLAN AND LEC+M - SEE SHEET 11 DATA
FENCE A8 S IN FEPIGi` BOARD N MI DETAIL D
AVOID GAPS M S. FOR PLANTING DETAILS i NOTE - SEE 5HEETI2 So-ALE l AS S++ FOR PLANTING 51°E46
- SEE SHEET 13 -14
NOTE: BEFORE ANY
RZ 5M 00/00/00 EXCAVATION BEOIN5,
v WARD ON BOARD WOOD FENCE GALL D 1 O ALERT a :
I -800- 227 -2600
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE �/�� /r.�✓� CITY OF ENCINITAS PLANNING DEPART1r1ENT
CITY OF E N C i N I TAS : ENGINEERING DRAWING NO.
DESCRIPTION: CHISELED SQUARE W. END i 9404 GENESEE AVENUE. BUTTE 140
N.W. CONC. CURB RETURN OF HORIZONTAL: AS QWN A per. O S APPROVED BY: M� DEPARTMENT 04 040
LOCATION: LAKE DRIVE AND BIRMINGHAM LA J oitJ►, cwLtFORNV► 9203T -1339
I .: �sie G
DRIVE VERTICAL: AS S- OWN _ ,�/
; "� � 858 • 668 • 8977
FAX 819 668 9188
All I
� R (�0 COP. ELEVATION: ELEV: 321.10 DATUM:
I tl " TE
SHEET OF
FROJrGT HARDSCAPE SPEC
PORTLAND CEMENT CONCRETE 2.2 CONCRETE MIX, DE51ON AND TESTING D. Expansion Joints: Provide premolded joint f iller for expansion
joints abutting CARPENTRY
concrete curbs, catch basins manholes, inlets, structures, walks, pool /spa coping,
PART I - GENERAL A. Design mix to produce normal - weight concrete consisting of Portland cement stairs walls and other fixed objects,
unless otherwise indicated. 1. All lumber shall be Douglas fir, No. 2 grade or better, unless otherwise indicated.
aggregate water - reducing or high -range water - reducing admixture (superp lost icizer 2. All lumber shall be milled,
resawn, unless otherwise indicated.
1.1 RELATED DOCUMENTS air - entraining admixture, and water to produce, the following properties: I. Locate expansion joints every
15 or as Indicated on dr awings. 5. All connectors anchors and accessories, including moils, shall be fabricated
structural steel and shall be hot d ipped galvani
A. Drawings and general provisions of Contract, apply to this section. I. Compressive Strength: 3000 psi and cement shall be type I, minimum
3/4" 2. Extend joint fillers full width and depth of joint, not less than 1/2 inch or more than 4. All surfaces shall be pointed with one (1) Goat
of exterior primer and two (2)
aggregate, minimum at 28 days, unless otherwise indicated. I inch below finished surface where joint sealer is indicated.
coats a weather - resistant Alkyd enamel. Color finish shall be as Indicated on plans.
1.2 SUMMARY 5. All dates shall be self - closing with steel stops.
2. Slump Limit: 6 inches minimum for concrete containing high -range water- rcdvcing 5. Furnish joint filler in one - lengths
for full width being placed wherever 6. install wood filler to fill ail Imperfections on all pressure treated wood members
A. Extent of Portland cement concrete paving Is shown on drawings, including curbs, admixture (superp lost icizer) 3 inches for other concrete.
possible. Where more than one length Is required, lace or clip joint filler section prior to priming or painting.
gutters, walkways and pavement. together.
3. Air Content: 5 to 8 percent.
B. Prepared subbase is specified in drawings. 4. Protect top edge of joint filler during concrete placement with a metal
cap or GRADING AND DRAINAGE NOTES
PART 3 - EXECUTION other temporary material. Remove protection after G has been placed on
1.3 SUBMITTALS both sides of joint. 1. All surface drainage to be away from ail footings, foundations
and building walls at
3.1 SURFACE PREPARATION minimum of 295.
A. Provide samples, manufacturer's product data test reports and materials' 3.6 CONCRETE FINISHING 2. Gross slope
walks and paving 2% minimum unless otherwise noted.
certifications as required in referenced sections for concrete and joint fillers and A. Remove loose material from compacted subbase surface Immediat
before 5. Surface slopes shall be a minimum of 2% to drams In all planting areas.
sealers. placing concrete. Proof -roll prepared subbase surface to check for unstable areas A. After striking -off and consolidat concrete
smooth surf ace by spreading and 4• Specimen trees sha be in plac prior to installation of draim lin e. Drain line
and need for additional compaction. Do not begin paving work until such conditions floating. Use hand methods only where mechanical
floating is not possible. Adjust pl acement shall be adjusted around trees.
1.4 QUALITY ASSURANCE have been corrected and are ready to receive paving. floating to compact surface and produce uniform texture.
5. Lay dra in lines with 2% minimum fall use rigid non perforated dr pipe. No
corrugated types i to be used.
A. Codes and Standards: Comply with local governing regulations if more stringent B. After floating, test surface for trueness
with a 10-ft. straightedge. Distribute 6. Round toes and edges of ail slopes. Contour slopes between walks and buildings.
than herein specified. 3.2 FORM CONSTRUCTION concrete as required to remove surface Irregularities, and refloat repaired areas
to Drain *wales are to be installed between base of slopes and walks, paving and
provide a continuous smooth finish. buildins.
1.5 JOB CONDITIONS A. Set forms to required grades and lines, braced and secured. Install forms to 1. Re er to
Civil Engineer drawings for all grades and information. Verify on -site
allow continuous progress of work and so that forms can remain in place at least 24 G. Work edges of slabs, gutters, back top
edge of curb, and formed joints with an and report discrepancies to Civil Engineer before start of any work on this contract.
A. Traffic Control: Maintain access for vehicular and pedestrian traffic as required hours after concrete placement. edging tool and round
to 1/2- radius, unless otherwise Indicated. Eliminate tool marks &. hhen perforated drain pipe Is specified, perforations in pipe shall face dowmward
for other construction activiti on concrete surface. in trench.
B. Check completed formwork for grade and alignment to following tolerances: q. Verify all Invert e levations at
proposed tie -ins prior to installation. make any
PART 2 - PRODUCT D. After completion of floating and when excess moisture or surface sheen has adjustments as necessary
to a llow 2% minimum fall for required drainage of lines.
I. Top of forms not more than I/5 inch in 10 feet. disappeared, complete troweling and finish surface as follows: 10.
All top -of -grate and invert e levations indicated ar appr Verify in field
2.1 MATERIALS
to Insure 296 min.
2. Vertical face on longitudinal axis, not more than 1/4 inch in 10 feet. I. Broom finish by drawing a fine -hair broom across
concrete surface perpendicular 11. Consult owner for F5 of entry stoop in relation to FF of building. Entry stoop to
A. Forms: Steel, wood, or other suitable material of size and strength to resist to line of traffic. Repeat operation if required
to provide a fine line texture be a minimum of I" below stucco screeds.
movement during concrete placement and to reta horizontal and vertical alignment G. Glean forms after each use and coat with form release agent as
required to acce to Landscape Architect. 12. Contractor shall ensure that earth mounding does not interfere with swales
until removal. Use straight forms, free of distortion and defects. ensure separation from concrete without damage. depicted
on civil engineer's grading plan.
2. On inclined slab surfaces provide a coarse non -slip finish by scoring surface with 15. Maintain 12 minimum
cover over all drain lines.
I. Use flex spring steel forms or laminated boards to form radius bends as D. Slope step treads at I/4 inch per foot to drain. a stiff-
bristled broom perpendicular to line of traffic.
required. METAL FENGlN6 / GATES
3.3 REINFORCEMENT E. Do not remove forms for 24 hours after concrete has been placed. After form
2. Goat forms with a non- stolning form release agent that will not discolor or deface removal, clean ends of joints and point -up
and minor honeycombed areas. Remove I. Fencing *hall be seamless steel tubing (unless otherwise specified), grade B,
surface of concrete. A. Locate place and support reinforcement as specified in drawings. and replace areas or sections with major defects,
as directed by Landscape conforming to A5TM A511 -51. Refer to plans for galvanized or powder coating.
Architect. 2. Landscape Contractor shall secure all field measurements required for proper
B. Reinforcing Bars: Deformed steel bars, ASTM A 615, Orode 60. 3.4 CONCRETE PLACEMENT and adequate fabrication
and installation.
5.1 CURING 3. Fencing and gates shall be fabr icated and assembled In the shop to the greatest
G. Liquid - Membrane Forming and Scaling Curing Compound: Comply with ASTM G 309 A. Do not place concrete until subbase and forms have been checked
for Zinc and extent possible.
Type I, Glass A unless other type acceptable to Architect. Moisture loss no more grade. Moisten subbase if required to provide a uniform dampened
condition at time A. Protect and cure finished concrete paving. Use membrane - forming curing and 4. All welds and other connections exposed In the
finished work shall be ground and
than 0.055 gr. /sq. cm. when applied at 200 sq. ftJgai. concrete is placed. Do not place concrete around manholes or other structures until
sealing compound or approved moist- curing methods. dressed smooth and so that the shoe and profile of the Item welded is preserved.
they are at required finish elevation and alignment. 5. bates shall receive heavy -duty spring loaded hinge
assemblies with self- latching
I. Available Products: Subject to compliance with requirements, products which may B. Antispolling Treatment: Apply treatment
to concrete surfaces no sooner than 2b hardware.
be incorporated in the work include, but are not limited to, the following: B. Place concrete by methods that prevent segregation of mix. Consolidate
days after placement to clean, dry concrete free of oil, dirt, and other foreign 6. Refer to notes for finish. All surfaces may be prime coated with
synthetic,
concrete along fare of forms and adjacent to transverse joints with internal material. Apply curing and sealing compound at a maximum
coverage rate of 500 rust - inhibiting primer or galvanized or powder coated. Final finish shall be
2. Products: Subject to compliance with requirements, provide one of the following: vibrator. Keep vibrator away from joint assemblies, reinforcement,
or side forms. S .F. per gallon. Apply antispoliing compound in 2 sprayed applications. First electrostatically applied of two (2) coats of a gloss alkyd
enamel. See plan for
Use only square -faced shovels for hand - spreading and consolidation. Consolidate application at rate of 40 sq. yds. per gal. second
application 60 sq. yds per gallon. color.
"N;asterseal " Master Builders with care to prevent dislocation of reinforcing, dowels, and joint devices. Allow complete drying between
applications. 1. All dates shall be self - closing with steel stops.
"A -H 3 Way Scalar "; Anti -Hydro Waterproofing Co.
"Ecocure "; Euclid Chemical Co. I. Use bonding agent at locations where fresh concrete is placed against hardened 5.5 REPAIRS AND PROTECTIONS
"Clear Seal "; A.G. Horn or partially hardened concrctc surfaces.
"J -20 Acrylic Cure "; Dayton Superior A. Repair or replace broken or defective concrete as directed by Architect.
"Sure Cure "; Kaufman Products, Inc.. 2. Deposit and spread concrete in a continuous operation between transverse joints REINFORCED
MASONRY
"AR -30 "; W.R. Meadows as for as possible. If interrupted for more than 1/2 hour, place a construction joint. B. Drill t est cores
where directed by Architect when necessary to determine
"Spartan - Cote "; The Burke Co. magnitude of Grcvks or defectiv areas. F ill drilled cor holes in satisfactory 1 •
Concrete b lock units *hall be medium we ight and C omply
"5calkure "; Toch Div. - Garbollne 3. When adjacent pavement lamas are placed in separate pours, d o not Operate pavement areas with
Portland cement concrete bonded to pavement with epoxy with A5TM CqO, grad N. Provide deep -Gut bond beam
" Kure -N- Seal "; Sonncborn- Gontech. equipment on concrete until pavement has attained sufficient strength to carry loads adhesive.
un its.
"Polyclear "; Upco Chemciai/USM Corp. without injury. 2. Retaining wails and walls below grade shall be
grouted
L4M Cure"; L 8 M Construction Chemciols G. Protect concrete from damage until aaceptonce of work. Exclude traffic solid.
from �N
"Klearseai "; 5ctcon Industries 3.5 JOINTS pavement for at least 14 days after placement. When construction traffic.
5. All cells containing reinforcing shall be grouted solid. OSCAP f
is �•
"LR es ra -l52 " Protex Industries 4. Immediately
after grouting, consolidate grout using
„ permitted, maintain pavement as clean as possible by removing surface stains and mechanical vibrating wi
• �'' �'(�, c s
"Hardtop; Gifford -Hill A. General: Construct expansion, weakened -plane g equipment. Rod ll not be
(contraction), and construction spillage of materials as they occur. �! • �
joints true to line with face perpendicular to surface of concrete. Construct accepted. v, A
3. Bondin g Co Com ound Polyvinyl e or aG I tat IiG base, reWettoble t ype. transverse j oints at rig ht les to the centerline, unless
Otherwise Indicated. 5. Mortar shall Consist of one part Portland cement, 5 1/2 n
y j 9 an g 1. Sweep concrete pavement and wash free of stains discolorotions, dirt, and other to 4 part
- ♦
foreign material just before final inspection. p sand based on dry loose vol ume, and not less
I. Available Products: Subject to compliance with requirements, products which may I. When joining existing structures place transverse joint to
align with previously thr 1/4 part nor more than 1/2 part lime.
be Incorporated in the, work Include, but arc not limited to, the following placed joints unless Otherwise indicated. 6.
Grout shall be 2,000 PSi minimum, propportioned I
END OF SECTION cement, 5 sand, 2 pea gravel.
"J -40 Bonding Agent "; Dayton Superior Corp. B. Weakened -Plana (Contraction) Joints: Provide weakened -plane (contraction)
1. Reinforcing shall comply with ASTM A615, grade 40. C�L�
"Weldcrete "; Larsen Products joints sectioning concrete into areas as shown on drawings. Construct Lap 40 diameters.
"Introlok "; W.R. Meadows weakened -plane joints for a depth equal to at least 1/4 concrete thickness, as 6. Ail
stucco wails shall be water sealed with thirty (50)
"Everbond "; L d M Construction Chemicals follows: days of stucco color coat. All stucco shall match
"EucoWeid "; Euclid Chemical Co. architecture in color and finish, exce as noted. Cal0g105 G'TM lccpf
NT
"Hornweld "; A.G. Horn 1. Tooled Joints: Form weakened -plane joint in fresh concrete by grooving top 00/16i05
ci co►MeNTS
"5onocrete " 5onneborn- Gontech portion with a recommended cutting tool and finishing edges with a jointer.
C"A& ", YI -AM ICM
"Acrylic Bondcrete "; The Burke Co.
G. Construction Joints: Place construction joints at end of placements and at
D. Epoxy Adhesive: ASTM G bbl, 2- component material suitable for use on dry or locations where placement operations arc stopped for more than
I/2 hour, except FOR TITLE SHEET - WE S HEET I
damp surfaces. Provide material " Type ", "Grade ", and "Glass" to suit project where such placements terminate at expansion joints.
FOR C.ONSTRUGTION PLAN AND LEGEND - SEE SHEET 2
requirements. FOR CONSTRUCTION DETAILS t NOTES - SEE SHEET 5 4 4 cR,%wN s++
FOR IRRIGATION PLAN 5E£ SHEET 5 ArPRO'v J"M
I. Available Products: Subject to compliance with requirements, products which may FOR IRRIGATION L.ECi - SEE SHEET
6
be incorporated in the work include, but are not limited to, the following: FOR IRRIGATION DETAILS - SEE SHEET 1 t
b
FOR IRRIGATION SPECS !NOTES - SEE SPIFFY q t 10 Joe NO ' °s
a. Products: Subject to compliance with requirements, provide one of the following: FOR PLANTING PLAN AND LE&NED -E
SHEET II ° ^' °'
SE
"Epoxttte "; A.G. Horn
" FOR PLANTING DETAILS t NOTES - WE 5HMM2 ScALE AS s�•4OwN
Edoco 2115 Epoxy Adhesive 11 FOR PLANTING SPECS - SEE SHEET I5 - ; Edoco Technical Prod.
NOTE: BEFORE ANY
"51kodur Hl- Mod "; 51ko Chemical Co. EXCAVATION BEOiN5,
"Patch and Bond Epoxy "; The Burke Co. GALL DIG ALERT •:
"sure- Poxy " Kaufman Products, Inc. 1- 500 -
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ply WA01 CITY OF ENCINITAS PLANNING DEPARTMENT CITY
OF E N C I N I TAS : ENGINEERING DRAWING NO.
DESCRIPTION: CHISELED SQUARE W. END IW~ I 9404 GENESEE AVENUE, SUrM 140 CONSRUMN N07 FM DEPARTMENT Tu 04
040
N.W. CONC. CURB RETURN OF APPROVED BY : -- __
LOCATION: LAKE DRIVE AND BIRMINGHAM HORIZONTAL: SHOW O�M• p �, � LA d o LLA, CALIP'ORNLA 9203 -1339
9318-G
DRIVE VERTICAL: SHOW _ 968 •sae • 8977 AS
APP/ ' Y FAX 619 • 668 • 9188 . pC L
4114 . 0 �'/ (01-QiiO HR am, E>W DATE: UE TER t
ELEVATION: ELEV: 321.10 DATUM: M.S.L � � �G ��' = Y _ `�EW TE SHEET F
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