2002-7681 G (Plans) GENERAL NOTES: GRADING NOTES: EROSION CONTROL NOTES: LANDSCAPING NOTES:
1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1 ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS 1 IN CASE EMERGENCY
WORK IS REQUIRED, CONTACT JOHN W. EPPS AT 1 ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE (858)654 -2850.
PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE
DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACK FILLS AND
CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE
SAN DIEGO REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS 2 EQUIPMENT AND WORKERS
FOR EMERGENCY WORK SHALL BE MADE AND IRRIGATION STANDARDS.
THEREFROM SHAD_ BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. AVAILABLE AT
ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY
REQUEST FOR INSPECTION. UPON COMPLETION OF GRADING OPERATIONS, HE SHALL STATE THAT MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS
TO 2 FINISHED GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY
2 THE SOILS REPORT ENTITLED "GEOTECHNICAL RECONNAISSANCE MOSSY NISSAN AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE IMMINENT.
SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15.
PARKING LOT" ENCINITAS, CALIFORNIA AS PREPARED FOR TAYLOR BALL CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND 3 DEVICES SHOWN ON
PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT
BY ROBERT PRAYER ASSOCIATES DATED FEBRUARY 17, 2000 SHALL BE CONSIDERED THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR THE APPROVAL
OF THE ENGINEERING INSPECTOR. WORK TO BE DONE:
AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN INTENDED USE.
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED 4 THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE
IN SAID REPORT. 2 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
AFTER PLANS AND THE SPECIFICATIONS AND STANDARD DRAWINGS OF THE CITY OF SAN DIEGO.
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL EACH RUN -OFF PRODUCING RAINFALL.
3 APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES 5 THE CONTRACTOR SHALL
INSTALL ADDITIONAL EROSION CONTROL STANDARD SPECIFICATIONS
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES MEASURES AS MAY BE
REQUIRE BY THE CITY ENGINEER DUE TO
WITHIN STREET RIGHTS -OF -WAYS. SEPARATE APPROVALS AND PERMITS TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS UNCOMPLETED GRADING
OPERATION OR UNFORESEEN CIRCUMSTANCES 1. ALL ABBREVIATIONS SHALL BE PER THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN WHICH MAY ARISE.
CONSTRUCTION (2000 EDITION "GREENBOOK ".)
PLANS. INSTALLED.
6 THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY 2. ALL LEGENDS SHALL BE PER SAN DIEGO AREA
REGIONAL STANDARD DRAWINGS (2000 EDITION)
3 ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN OR
CALTRANS STANDARD PLANS (1995 EDITION.)
4 WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL IMPOUNDED WATERS CREATE
A HAZARDOUS CONDITION. 3. ANY MODIFICATIONS TO ANY SAN DIEGO AREA REGIONAL STANDARD DRAWING OR CALTRANS
5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED STANDARD
DRAWING SHALL BE INDICATED BY A SPECIFIC DETAIL DRAWING INDICATED ON THE PLANS.
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE 7 ALL EROSION CONTROL MEASURES
PROVIDED PER THE APPROVED GRADING
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO PLAN SHALL BE INCORPORATED
HEREON.
CONDITION EXISTING PRIOR TO GRADING. SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE 8 GRADED AREAS AROUND THE PROJECT PERIMETER
MUST DRAIN AWAY
SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
6 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE,
ITEM STD. DWG. SYI[HOL
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH 9 ALL REMOVABLE PROTECTIVE
DEVICES SHOWN SHALL BE IN PLACE AT THE
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SPECIFICATIONS. END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
PROBABILITY PROJECT BOUNDARY
SURVEYOR. FORECAST EXCEEDS FORTY (40) PERCENT. SILT AND OTHER DEBRIS SHALL
4 CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISHED GRADE TO BE REMOVED AFTER EACH RAINFALL. EXISTING CONTOUR
7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES
EXISTING SPOT ELEVATION 325•»
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND 10 SHOULD GERMINATION OF
HYDROSEEDED SLOPES FAIL TO PROVIDE
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO PROPOSED CONTOUR 175
STANDARDS, LAWS AND REGULATIONS. AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE NOVEMBER 15, THE SLOPE SHALL BE STABILIZED WITH
PUNCHED STRAW PROPOSED SPOT ELEVATION ---
MATTER EXPOSED OR EXCAVATED OR EMBANKMENT SLOPES WHICH ARE INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND
8 GRADING AND EQUIPMENT OPERATING WITHIN ONE HALF (1/2) MILE OF A LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE SEDIMENT CONTROL
HANDBOOK OF THE STATE OF CALIFORNIA PRIVATE PVC STORM DRAIN (SIZE PER PLAN) -4 (TYPE C)
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH DEPARTMENT OF CONSERVATION.
PRIVATE TYPE 0 1" CATCH BASIN D -29 =
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND THE GRADING ORDINANCE.
RECOGNIZED HOLIDAYS. 11 HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 EXISTING STREET LIGHT
�?--
5 ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE:
9 NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - GRADING BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF OF THE SITE BY THE
DIRECTION OF SURFACE FLOW
MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT: CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A. THREE FEET
OR MORE IN HEIGHT IN FILL AREAS 3' WIDE GRAVELPAVE INSTALLATION
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. B. 5 FEET OR MORE
IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT
AND PERMITTEE. THE PRE -GRADE MEETING SHALL BE SCHEDULED WITH APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE TO EROSION DUE
TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL EXIST. CURB AND GUTTER/EDGE OF PAVEMENT -- - - - - - - --_
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH AS APPROVED BY THE CITY ENGINEER.
Trr
THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760)633 -2770. "r
MATERIAL. EXIST. WATER LINE - - - - - - - - -
IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM EXIST. SEWER LINE
10 PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED LEVEL FOR THE GROWTH OF THE HYDROSEED GROWTH.
CONSTRUCTION SITE WITHIN THIS PROJECT, THE DEVELOPER SHALL SUBMIT 6 SLOPE RATIOS: CUT - 2:1 EXIST. STORM DRAIN —
sD
TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED FILL - 2:1 HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A_VIGOROUS
GROWTH EXIST. ELECTRICAL
L
HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE
EXIST. GAS -
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE SOILS ENGINEER'S CERTIFICATE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL
THE PROJECT IS COMPLETED EXIST. TELEPHONE - _
HAULING OPERATION. AND ALL SECURITY RELEASED.
EXIST. JOINT UTILITY TRENCH
11 UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT I, N//N D gwr /G'[ 0 , A REGISTERED ENGINEER IN THE STATE OF
PRIOR To FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
GRADING UNDER PERMIT 7681 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONDITIONS PREVALENT WITHIN THIS SITE WAS ADE BY ME OR UNDER NO a
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE SUPERVISION BETWEEN THE DATES OF AND
ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY A COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
THE DATE AND SIGNATURE IF THE CIVIL ENGINEER WHO CERTIFIES SUCH RECOMMENDATIONS, HAS BEEN SUBMITTED To THE OFFICE OF THE CITY
Z PAUL ECKE p
GRADING OPERATION. ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND SPORTS O
CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR PARK o p
THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND y p \ t12
SPECIFICATIONS. / Cr ` O
SIGNED: ��+� �� %/ DATE: 2 - 0 ; - - \ / r
X U
Qaof�a$ SURVEYORS
�''� 1
NOTIFICATIONS PRINT NAME w Q tfF -yt Joe S7 —1 p %D H�A� CALIFORNIA COUNCIL OF CIVIL ENGINEERS &LANDS
' G`N\ .�p,
G.E. NO.: �q 6 I" 3� CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED '6
1 THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND I W No. 396 I CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE
REQUIRED TO ASSUME I
EXP. DATE: ; 3f D L °� j ��, W
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF >— Eq. 3/31%1006 SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
DURING THE COURSE OF t+
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO � cF �' * CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY
ROBERT PRAYER ASSOCIATES �,� O� � � NORTH �* / �
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 4125 SORR VALLEY BOULEVARD, SUITE B ��\fpFCA��EO� THIS REQUIREMENT SHALL BE MADE
TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO ;, 14
SAN DIEGO, CA 92121 - NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, ��
/ V
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY,
TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. (858)453 -5605 REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE
OF WORK ON THIS PROJECT, <� M
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF (858)453 -7420 (FAX) EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF DESIGN PROFESSIONAL. -� n SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND
LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: OWNER f PERMITTEE /
160 CALLE MAGDALENA, LLC PRIVATE ENGINEER'S NOTICE TO CONTRACTOR _ ROJECT SITE 00% A. SEWERS:
CARDIFF SANITATION DISTRICT 1- 760 - 633 -2770 0 r+
B. SAN DIEGO GAS do ELECTRIC 1- 800 - 422 -4133 9755 CLAIREMONT MESA BOULEVARD, SUITE 200 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
UTILITY PIPES OR � �
C. WATER: SAN DIEGUITO WATER DISTRICT 1- 760 - 633 -2709 SAN DIEGO, CA 92124 STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY
A SEARCH OF VICINITY MAP a
D. PACIFIC BELL TELEPHONE 1- 800 - 422 -4133 (858)654 -2850 THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL
NOT TO SCALE 0
E. CABLE T.V. 1- 800 - 422 -4133 BE CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENT
0 as
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS CAN BE MADE IN ALIGNMENT AND /OR GRADE OF THE PROPOSED IMPROVEMENTS.
BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
U '''*
2 CONTRACTOR SHALL NOTIFY CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO AD E PAC AND STABILITY OF THE SITE. PROTECT ANY UTILITY LINES NOT
ON RECORD OR NOT SHOWN ON THESE PLANS DECLARATION OF RESPONSIBLE CHARGE 0 0
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)633 -2770 • W
MOSSY, MANAGING MEMB ASSESSOR'S PARCEL NUMBER: SITE ADDRESS I HEREBY DECLARE THAT 1 AM THE ENGINEER OF
WORK FOR THIS PROJECT, 0 t
3 THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR PHILIP m
INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER
THE DESIGN OF THE 0 ,d �
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 258 - 112 - 28 160 CALLE MAGDALENA PROJECT DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, •0-4
ENVIRONMENTAL DATA: EARTHWORK QUANTITIES ENCINITAS, CA 92024 AND THAT THE DESIGN IS CONSISTENT WITH CURRENT
STANDARDS. h D �,
LEGAL DESCRIPTION I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS W d 00
1 STEEPEST EXISTING NATURAL SLOPE ON SITE = 2:1 CUT 404 C. Y. BY THE CITY OF ENCINITAS IS CONFINED TO
A REVIEW ONLY AND DOES NOT pets C
2 MAXIMUM VERTICAL DEPTH OF CUT = 1.0' FILL 320 C.Y. LOT 5 IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO RELIEVE
ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
TAW NOrT10E 3 MAXIMUM VERTICAL DEPTH OF FILL 1.0 EXPORT 84 C.Y. STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 8116 DESIGN.
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Section 4216/4217 of the Government 4 AVERAGE DEPTH OF CUT = 0.5' FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,
Code requires that a D'g Alert Ident� cation 5 AVERAGE DEPTH OF FILL = 1.0' MAY 28, 1975. ENGINEER OF WORK:
ESS
Number be issued before o LIV
"Permit to Excavate" will be valid. LANG ENGINEERING COMPANY ��� G. 4 a
For y our Di Alert I.D. Number Call REFERENCE DRAWINGS: LANG 7040 AVENIDA ENCINAS, #104 -336
Underground Service Alert SAN DIEGUITO WATER DISTRICT FIRE DEPARTMENT CARLSBAD. CA 92009 No. 3W Z
engineering o. � -31 -�
L8806 en 8 (760)804 -1862 (n
Two working days before you dig u, ..
onsultinp Engineers Lend Planners - �. �
27/03 Ld av -tb -03 , , C,VI�.\f w U)
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J �2� •� O 7040 AVENIDA ENCINAS, i104 -336 PH 760 804 -1862 CAL
cARLSBAD, CALIFORNIA 92009 FAX 760;8=4 -1863 ICHARD G. LANG, R.C.E. 3 6 DATE w
REVIEWED BY: DATE REVIEWED Y: DATE @ 2003 LANG MGNEERING COMPANY REGISTRATION EXPIRES, MARCH 31, 2005
Z
SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED 0
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS CITY OF ENCINITAS
ENGINEERING SERVICES DEPARTMENT DRAWING NO. w Q
DESCRIPTION: STANDARD STREET SURVEY MONUMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP D TITLE SHEET
ELEVATION ON BRASS DISK �..�
LOCATION: CENTERLINE OF SAXONY ROAD, 325 HORIZONTAL N A B ! �� DATE : 01 /20/03 BY: BY LOT 5, M 8 MAGDM 7681
-
Ci
SOUTH T INTERSECTION of VERTICAL N A DATE-7 160 ALI ENA
_� DATE: DATE: R.C.E. NO.: 39016
ELEVATION 184.4 (NAVD 29) RICHARD G. LANG, P. • EXP. 03/31/05 WORK PROJECT No ISHEET 1 OF 2
•O �' - ` ` STAINLESS STEEL FILTER BODY
� SUPPORT FRAME ATTACHMENT SNAPS
h460 s pa t
to �� ` !Via � � BRACKETS
j �' / �23.5g� o r�� r INLET GRATE
_
EXIST DIRT AREAS TO BE 264.6 — / Exist. 54" Concrete
r _ - ` 8 0 O pO ° QO
Storm Drain
LANDSCAPED WITH GROUND COVER NEOPRENE GASKET
,
N 09003 (TWO SIDES)
/
men 114. TC ` DURABLE - 05�3 » � MESH FILTER BODY ld
� V 8116 1 Existing 9' Utility Easement FLO -GIRD T INSERT
Per MQ /
to Son Diego Gos �c Electric MODEL NO.: FF- 2436DGO
Per Diego
17011 160 CALLE MAGDALENA men —
/ Book 5137, Page 317 Existing 9' Utility Easet
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/ i i l l ul l / lll l f ill y l , APN 258-112-28 Per Son c N : 84678 Electric
l l 111 o T I / I l 1
C. 2 GRAVEL BAG HIGH Book 5285, Page 363 REPLACEABLE
i ll I/ I llllfilrl I /
ABSORBENT -FILLED •
�!l I ful llll I ll i r '', �b POUCHES
! ((�! !, t ►1 l i ( / ( GRADE WEAK IN 3' SWALE Exist. Asphalt Display Area B� SS
l!� f! ill
I i �
I ! f ! ! l I I l if i GRAVEL PAVE 2 SUPPUED BY
! !! l ll 1 �I!/I/ �/ / >~rr►► , / /INVISIBLE STRUCTURES, INC.
! !1! !/ ! ! nh / �, (TO AIN) 1 Exist Display Area Lr
SAWCUT EXISTING PAVEMENT PLAN VIEW
I/ // jll f llll llll / ,k 2' PAVEMENT GRIND (TYP.)
PROVIDE SMOOTH TRANSITION
Ill l J �,, p iR� . .� TO EXISTING PAVEMENT NO SCALE
I / l llll/ II I ,.� x s CONTAINMENT Servic
AREAS
I l llll � ll ''`►
c I � llll� /lll j 1 1 1 � "�► I
I I� +►'+ C
.� �l lj�jl ll l i 2
c ll/ llll� / / �� 1 � / I
Mossy Chevrolet � I REPLACEABLE
Eixstin Facility p I ABSORBENT - FILLED
„lI,/1l (TO Exist. Asphalt Service Area g Sales POUCHES REMAIN)
co
I C.B. B a ° O SECTION VIEW ISOMETRIC VIEW
30. TYPE �.•
/ 1 2 , GRATE ELEV.- 111.85 7.85 2 \ a� coo NO SCALE NO SCALE
INV. 12" PVC OU 0 o .P
A LY txxN ° �,/'�'. 2 GRAVEL BAG HIGH _ _ — — -� \ \ \ I F OSSIL FILTER INSTALLATION DETAIL
PER SD G -5, TYP A (TYP.) MP •
�. •�1 E t,0 r J � \ V
\ \
co I I O COPE -39.5X �t �� \ \ NO SCALE
\ \
I / , � � � f \ \ \ KriStor Enterprises, Inc.. Santo Rosa, CA (800) 579 -8819
�
/ r \ PATENT PEND
l Sfop - 2. 1 0 o t ING
Plan 880 B \ \ \ w
serv i ce
1
r y $anito Sewer 1..- Existing 15' Sanitary Easeme?►t�
END to Encinitas Sanitary Distric \ \
11285TC
Per File No.: 78- 184947 \ •
� \ �
1
Inv. 1n =91.94 \
46.44'
og•00 "1r 448
0 30' 60' j � l •8B� � \
CONCRETE LUG PER SDR D -63 07 rm
INV. 12" HDPE AT LUG -89 Scale: 1 30 TYP 0
CONTRACTOR TO VERIFY EXACT LOCATION = \ \ I 2' WEIR ( 0
1 AND DEPTH PRIM TO INSTALLATION ! \ \ I (2 BAGS HIGH) 0
E xis t ing 5 S S anitary Sewer Eas I GRAVEL FILLED BAGS C
to Encinitas Sanitary District
Per File No.: 78- 184947 I \ \ (3 BAGS HIGH)
00 U
CID
5' .+ 5 ' , CATCH BASIN TEMPORARY
6" DIA PERFORATED PVC PIPE, w � SEDIMENT TRAP SECTION C -C 'd
OR AVELPA VE 2 CENTERED IN TRENCH, SLOPE FOLLOWS .�• �... t 6 PVC PERFORATED DRAIN PIPE (TYP.) gyp.
Cd
SURFACE GRADE (SEE PLAN) (SEE TRENCH DETAIL) 'P NOT TO SCALE NOT TO SCALE 00
I �. Exis ting SHALL BE PLACED DOWN s ting 10' Utility Easement
,
R O /'� �- � •~/ . .:•. �
CLASS 2 PERMEABLE to San Diego Gas & Electric
ORIGINAL GROUND l'T I
MATERIAL FOR FILL 6.29' 3' Per Doc No.: 116396
(O 6
NON WOVEN FILTER FABRIC TYPE "I" CATCH BASIN 12" CONNECT 6" PIPE U, '
PER RSD D -29, TO BE INSTALLED WITH TO NEW TYPE I INLET (TYP.) 0
FOSSIL FILTER BY KRISTAR (OR EQUAL)
ed q
N CONCRETE SWALE TRANSITION DETAIL p"
AT PRIVATE TYPE I CATCH BASIN w
A 0
314" CRUSHED ROCK ��� -.� 2 NO SCALE
FOR BASE MATERIAL
ena
TOP 6 " OF TRENCH BACKFlLL MATERIAL SHALL le Magda GENERAL NOTES
BE COMPACTED TO 957E MODIFIED PROCTOR cal "� w
2 REMAINING BACKFILL MATERIAL SHALL BE 1. FINISHED PAVEMENT SURFACE IS 6" BELOW TOP OF CURB (TC)
m Cq
GRAVELPAVE COMPACTED TO 90% MODIFIED PROCTOR 3' TOP OF ASPHALT PAVEMENT ELEVATIONS UNLESS OTHERWISE NOTED.
2. ASPHALT PAVEMENT AND BASE PER SOILS ENGINEER'S RECOMMENDATION. .0
CSI No. 02795 18 . 18 .
C (INVISIBLE STRUCTURES, Inc.) 3/8" UP (TYP.) " 1. SEE RSD G -13 FOR OTHER NOTES: 4. ALL PVC
PIPE SHALL CONFORM TO SDR -35 WITH BEDDING d0 4
" 3/4
NO SCALE
g SDRSD S -4 (TYPE C). �"i t s
2 W d
CONSTRUCTION DETAILS. 5. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING
PROVIDE WEAKENED PLANE DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC too C)
_ b 2 JOINTS dcEXPANSION JOINTS RIGHT -OF -WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF
A
STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY
PER RSD G -9. OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS.
CLASS 2 BASE AS REQUIRED TO 1 /2 "R (TYP.) 3. PLACE WWF ON CHAIRS TO SANE NOrT10E
PAVEMENT SECTION TABLE MATCH ADJOINING PAVEMENT SECTION ASSURE MID -SLAB PLACEMENT. Section 4216/4217 of the Government
W
(PER GEOTECHNICAL REPORT PREPARED BY ROBERT PRATER ASSOCIATES) CONCRETE SHALL BE 560 -C -3250 Code requires that a Dig Alert
Identification HESS/
DATED: FEBRUARY 17, 2000 REINFORCE WITH 6 0 x6" 10/10 GAGE WWF O MID -SLAB BOUNDARY AND TOPOGRAPHIC SURVEY WITHIN LIMITS
Number be issued before a �o � G.
OF WORK PROVIDED 8Y: A N
"Permit to Excavate will be valid. c7" �" Z
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For your Dig Alert I.D. Number Call 0 � No. 39016 Z e r1 i n e e r i n C 0 (n
ASPHALT CONCRETE AGGREGATE BASE AREA PRIVATE CONCRETE SWALE CIREMELE SURVEYING Underground Service Alert �' m
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LOCATION (INCHES) (INCHES) (SQUARE FEET) SYMBOL B 12415 CUMBRES TERRACE g o Exp. 03 -31 -OS �
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VEHICLE STORAGE LOT 3 4 34,374 2 NO SCALE VALLEY CENTER, CA 92082 TOLLS � � � onsultinp
Engineers Lend Planners
CIVIL 7040 AVENIDA ENCINAS #104 -336 PH(760)804-1862 w V�
(760)749 - 2286 Two working days before you dig .'
� CA1.�F C \. ARLSBAD, CALIFORNIA 92009 FAX(760)804-1863 W �i.I tf.
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS CITY OF EN
CI N I TAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. w Q a
DESCRIPTION: STANDARD STREET SURVEY MONUMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE APP D 1111_E SHEET
ELEVATION ON BRASS DISK
LOCATION: CENTERLINE OF SAXONY ROAD, 325' HORIZONTAL N A BY. DATE : 01 /20/03 BY: BY: LOT 5 , MAP 8116
SOUTH of THE INTERSECTION OF MOSSY CHEVROLET 7681
UNION STREET VERTICAL N A DATE: -� N K-- Z 7> R.C.E. NO.: 39016 DATE: DATE: O 160 CALLE MAGDAI.ENA
ELEVATION 184.410 (NAVD 29) 1 1 G. LANG, P. RICHARD EXP. 03/31/05 1 WORK PROJECT NO.
SHEET 2 OF 2