2000-6770 G (Plans) GRADIMG RTES
A. GENERAL D LANDSCAPING LEGEND STANDARD LEGEND
1. ALL VOPK SHALL BE DONE DV ACCORDANCE WITH THESE PLANS, THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CWSTRRUETION, THE DESIGN CONSTRUCTION I` ALL SLOBS SMALL BE PLANTED AND IRRIGATED IN ACCORDANCE
WITH PLAN' APPROVED PROPERTY BOUNDARY
STANDARDS OF OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD BY THE CITY ENGINEER. PLANS SHALL CONFORM TO
THE CITY OF ENCINITAS GRADING I
DRAVINGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION
STANDARDS j
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR
TO EXISTING CONTOUR
2. THE SOILS REPORT TITLED 'GEOTECH NICAL INVESTIGATION SANTA FE PROFESSIONAL OCTOBER I OR IMMEDIATELY UPON COMPLETION ON
ANY SLOPES GRADED BETWEEN OCTOBER
BUILDING - 345 SANTA FE DRIVE, - ENCINITAS, CALIFORNIA' PREPARED BY CONSTRUCTION 1 AND APRIL IS
TESTING AND ENGINEERING, INC., DATED AUGUST 23, 1999 SHALL BE CONSIDERED AS A PART EXISTING ELEVATION
OF GRADING PLAN ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE E. EROSION CONTROL
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
3 APPROVAL 17F THIS PLAN DOES NOT CWSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
BART SMITH AT 7601753 -2464 (24 HMS) NEV CONTOUR
ON DRAINAGE FACILITIES, NOR OF IWR 17VEMENTS VITHIN STREET RIGHT -OF -WAYS. SEPARATE 2. EQUIPMENT AND VOPKERS FW EMERGENCY WORK
SHALL BE MADE AVAILABLE AT ALL
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C17N.JUNCTMN VITH TINES DURING THE RAINY SEASON ALL NECESSARY MATERIALS
SHALL BE STOCKPILED ON 1 7=
IMPROVEMENT PLANS SITE AT CONVENIENT LDCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY NEV ELEVATION
4, WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING DEVICES WHEN RAIN IS EMINENT.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 3 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OF MODIFIED
WITHOUT THE APPROVAL
ADJACENT PROPERTIES DUPING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED OF THE ENGINEERING INSPECTOR DAYLIGHT
LINE _tt- i�- ti- ll- IHt-ti -tom
SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL
DEVICES TO WORKING ORDER
6, THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS TO THE SATISFACTION OF THE CITY ENGINEER
AFTER EACH RUV -OFF PR17DUCING RAIWALL.
DISTURBED OP DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED 5 THE CONTRACTOR SHALL - INSTALL ADDITIONAL EROSION
CONTROL MEASURES AS MAY BE SAWCUT LINE - - - - - - - - -
CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OP
Z THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, LWORESEEN CIRCUMSTANCES VHICH MAY ARISE.
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL
TAKE NECESSARY PRECAUTIONS TO BLADED SWALE
AND FEDERAL SAFETY AND HEALTH STANDARDS, LAVS AND REGULATIONS PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOWDED WATERS CREATE
A HAZARDOUS
8. GRADING AND EQUIPMENT OPERATING WITHIN DE -HALF (112) MILE OF A STRUCTURE FOR CONDITION.
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5i30 P.M AND 7130 7. ALL EROSION CONTROL 1EASUPES PROVIDED PER
THE APPROVED GRADING PLAN SHALL BE NEV CLW. DRIVEVAY SDRSD 6-14
A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS INCORPORATED HEREON
9.- NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN 8. GRADED AREAS AROUND THE PROJECT PERIMETER
MAST DRAIN AWAY FROM THE FACE OF
HELD ONSITE WITH THE FOLLOVING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SLOPE AT THE CONCLUSION ON EACH VORK DAY
NEV 6' CURB 7 GUTTER SDRSD TYPE V, G-2
SOILS ENGINEER, GRADING CONTRACTOR AND NPERMITTEE. THE PREGRADE MEETING SHALL BE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN
SMALL BE IN PLACE AT THE END OF EACH
SCHEDU'_ED WITH THE CITY AT LEAST 48 HUXJRS IN ADVANCE BY CALLING (760) 633 -2770. WORKING DAY WHEN THE FIVE (5) DAY RAIN
PROBABILITY - FORECAST EXCEEDS FORTY
10 PRIOR TO HAILING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED PERCENT (407.). SILT AND OTHER DEBRIS SMALL BE REMOVED AFTER
EACH RAINFALL NEV 6' CURB SDRSD 6-1
CONSTRUCTION SITE VITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE 10. SHOULD GERMIN,4TION OF HYDROSEEDED SLOPES
FAIL TO PROVIDE EFFECTIVE COVERAGE
APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HALL ROUTE. THE DEVELOPER OF GRADED SLOPES (90X COVERAGE) PRIOR TO NOVEMBER
15, THE SLOPES SHALL BE
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE STABILIZED WITH PUNCHED STRAV INSTALLED IN ACCORDANCE
WITH SECTION 35023 OF THE NEV 6' AC BERM SDRSA TYPE 'A; 6-5
WITH REGARDS TO THE HAULING OPERATION. EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF
11, UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL CONSERVATION °
GRADING APPROVAL AND /ON FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION- AlEV CONCRETE SIDEWALK SIRED,
6-7, 6-9, G-10, 611
SHALL BE PROVIDED STATING 'THE GRADING WDER PERMIT Na 6770 -6
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN
OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN'. THIS STATEMENT SHALL BE FLOWED SOILS ENGINEER'S CERTIFICATE NEV
10' PVC STORM DRAIN PIPE SCH 40
BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER VHC CERTIFIES SUCH GRADING I, / YD. ACL",O A REGISTERED &f21l7AUAWZ ArNA
MAZA M LAlTAlF5f.07olr4FZF,oyP.1 1,,/
OPERATION. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY --- - - -
- --
THAT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN THIS SITE WAS
NEV 6' PVC STORM DRAIN PIPE SDR 35 --- - - - - --
B. NOTIFICATIONS MAIZE BY ME OR UNDER MY DIRECTION ON AUGUST 23, 1999. ONE COMPLETE COPY OF THIS -__ -__
SOILS REPORT COMPILED FROM THIS STUDY, VITH MY RECOMMENDATIONS, HAS BEEN NEV 8' PVC PERFORATED PIPE SDR 35
-___-
SUBMITTED TO THE OFFICE ON THE CITY ENGINEER. FURTHERNA7RE, 1 HAVE REVIEWED THESE
1. THE EXISTENCE AND LOCATION OF U'VDERGRLXND UTILITY PIPES AND STRUCTURES SHRCVN GRADING PLANS AND CERTIFY THE RECOMMENDATIONS INCLUDED
IN THE SOILS REPORT FOR
ON THESE !PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST W INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS
--
OUR KNOWLEDGE THERE ARE AV EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, THIS PROJECT HAVE BEEN I NEV 247f24'
CATCH BASIN BY 'BRLIUM
HOWEVER
SIGNED 1 NEV 12712' CATCH BASIN BY 'NDS
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY #. f. Na 1 21
EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE, IT IS THE CONTRACTOR'S EXP. DATE
RESPONSIBILITY TO CONTACT THE FLOWING OVNERS OF SAID UTILITIES OR STRUCTURES
PRIOR TO ANY EXCAVATION, VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COWANY NAME 1 CONSTRUCTION TESTING & ENGINEERING,
INC NEV 6' DIA ATRIUM GRATE BY 'NOS'
COMMENCEMENT OF WORK 2414 VINEYARD AVE. S TE. G e j depot
ESCONDIDO, CA. NEV STORM DRAIN CLEANOUT SDRSD TYPE 'A -4 , D-9
SEVER (CITY OF ENCINITAS) 760 - 633 -2780 TELEPHONE No. , 760 / 746 -4955 JOB No. 10 -3550
SAN DIEGO GAS & ELECTRIC 1- 800 -422 -4133
WATER (SAN DIEGUIT17 WATER DISTRICT) 760 - 633 -2650
PACIFIC BELL 1 -800- 422 -4133 DECLARATION OF RESPONSIBLE CHARGE SITE WALL PER ARCHITECTS PLANS
CABLE TV (DIMENSION CABLE SERVICES)- 1- 800 - 422 -4133
1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE
2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF
THE PROJECT AS DEFINED IN MASONRY WALL SDRSD C -3
ANY WORK W THIS PROJECT. PHONE (760) 633 -2770 SECTION 6703 W THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN
IS
3. THE CONTRACTOR SHALL GIVE 24 HOURS MCTICE ON CALLS FOR INSPECTION. PWO1E (760) CONSISTENT WITH CURRENT STANDARDS
633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT W INSPECTION VILL BE SUBJECT TO SAND BAGS
REJECTION AND REMOVAL. 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAVINGS AND SPECIFICATIONS BY THE CITY [IF
ENCINITAS IS CONFINED TO A REVIEV WY AND DOES MOT RELIEVE ME, AS ENGINEER OF
C. GRADING WORK, ON MY RESPONSIBILITIES FOR PROJECT DESIGN
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR SOVARDS -AND BROWN ENGINEERING, W LEGAL
DESCRIPTION
UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND 2187 NEWCASTLE AVE, SUITE 103 PORTION
OF LOT 1, RIDGFVAY HIEIGFHTS, M4P Nil 2163
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES HE SHALL SUBMIT CARDIFF BY THE SEA, CA 92007
SOILS REPORTS AS REQUIRED AND VILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. -
UPON COMPLETION 17F GRADING LIPERATIWS HE SHALL STATE THAT INSPECTIONS AND TESTS 260£072-2 PARCEL RJR
VERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS - 260- 072 -21
AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING BY -- - - - - - -- ---- -- ------- - - - - -- DATE
PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR RANDY R. BR N RCE 36190
INTENDED -ME. /
t_� a NEIL & MICHELLE STUiRMAN
2, THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE tv
`,� 4 251 CALLED SEREW
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER S - r' LEOCADIA, Cif 92024
AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK W THE SITE AND , v�y
SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL
SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN ENVIRONMENTAL REVIEV NOTES ;� I No. 3.
9C OWNER5 CERTISicATE
INSTALLED. 1 bqG. 5/30/'04 T (WE) MER"Y eWl"IA'Y IWOI ,A AlArW5 REV SOILS EIWA42�C
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN 1. EARTHHVDRK QUANTITIES
ACCORDANCE WITH STANDARD SPECIFICATIONS ALL VEGETABLE MATTER AND CUT= 0 C. Y - aK 6EOZ-0615 r A'Q 5 SC-W
44 'U✓it[. QE METAIit/ED 7o S UPIER VISC
dtk OW ALL OBJECTIONABLE MATERIAL SHALL BE BY THE CONTRACTOR FROM THE SURFACE FILL =
500 C. Y, , A ND D ST13NU AB1 TY dF T</E 5/7Z7. bR4D/1116 �T /V/Ty 4DV /SE M/ THE Go�rAc7' Al
UPON WHICH THE FILL IS TO BE PLACED. LL USE FILL AND ALLUVIAL SOILS SHALL BE REMOVES IMPORT = 500 C.Y. � OF
TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH
OF 6' AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY - M PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE
cn 5(t5►N ATVRE QW TB
-, �►, � WITH SPECIFICATIONS
a 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH 2. STEEPEST EXISTING - SLOPE WHERE THE
PROPOSED GRADING IS T17 OCCUR IS 2X
n y d SURFACES AND UNIFORM CROSS SECTIONS THE SLOPES OF EXCAVATIONS AND A : - -
EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF 3. MAXIMUM VERTICAL DEPTH OF CUT IS 0
FEET
WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONE, ROOTS AND OTHER WASTE MAXIMUM VERTICAL DEPTH W FILL IS 2 FEET.
S /6.r1/4TUQE
e +1 -278' MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME
SANTA FE DRIVE LOOSENED SHALL BE REMOVED AND- ISPOSED OF THE TOE AND TOP OF ALL SLOPES SHALL 4. V17LUN�E OF CUT 0
FT.3 = 0 FEET AVERAGE DEPTH OF CUT
BE ROUNDED IN ACCORDANCE VITH THE GRADING ORDINANCE. AREA OF CUT 0 FT.2
5 ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED,
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE VLLUME OF FILL 13500 FT.3 = 1.4 FEET
AVERAGE DEPTH OF FILL
AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM AREA OF FILL 9617 FT.2
SITE UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. _
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y
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EGUITO WATER DISTRICT FIRE DEPARTMENT ENCINITAS I
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"aNx. VICINITY MAP � N
41Vo I
� N.T,S. SIGNA7VRE DATE SIGNATURE DATE
SIGNATURE EXPIRES 2 YEARS LIATE SIG4
stew BY �rravN BY c►,Ecx_ APPROVALS CITY ❑ F ENCINITAS ENGINEERING DEPARTMENT DRAWING N❑,
0
REVISI ❑NS APPROVE DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT R R - - -- -_ r - RR __""
SAN DIEGO COUNTY BENCH MARK 'OC - 180' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING & EROSION
CDNTRDL PLAN FOR 1
E -
A T SS DISC SET IN COVC MONUMENT HORIZONTAL , 1' = 10'
AT DATE OL T URMAN BUILDING - 345 SANTA FE DRIVE
STA 16 +25.00 SANTA FE DRIVE 6770
k VERTICAL 1 3 = R . c.E. - Na , 36 ^ OR, LOT 1, MAP No. 2163 -
RECORD FROM COUNTY OF SAN DIEGO_ - RANDY R, BR N BY ' ` I ✓ ' BY 1 - A.P.N. t 260 - U72 - 21
ELEV , 171.118 DATUM 1 USC b GS SIGNATURE D TE EXP. 6/30/04 DATE , A131 e 1 DATE + P.C. 99
-019 SHEET 1 ❑ F 2
ENGINEER OF WORK JCB AG 00 -061
JS DATE 1 03114101
32' - 41' 7' - 10'
+/- 20' VARIES 5' 2' - 5'
2'
MIN i
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r. r ; � +/ 2 r
III��� 777TH••
I: 7zI !_I! I —�
- SANTA FE DRIVE o
��. ; EXIST _5' WIDE TY- -HIGHWAY EASEMENT v
TYPE 'A -4' STORM DRAIN CLEAA11UT r
PER IMPROVEMENT PLAN Nb. 6770 -1 GRANTED TO COUNTY flF SAN DIEGO REC. I EXIST AC PAVEMENT CURB, GUTTER SIDEWALK
PER
(IE 168.0 + / -) - 4/22/19 , B 5616, PAGE 307 fJF aR. I ,r IMPROVEMENT PL 60 -I
I 6, IMPROVEMENT PLAN No. 6770 -1
6 TYPE G CURB ' i b STREET - ,DEDICATION GRANTED `*
`'' TO CITY OF ENCINITAS, REC °
GUTTER PER IMPROVEMENT �' ' 3 °
-,; . , , ; Y ; - - - - 3/9/01, DOC No. 2001 - 0/37637 TYPICAL CROSS -SECT IAN
PLAN No. 6770 -1 ' "� ,�, _ k. , :° REMI7VE EXIST INLET si
- -- -- ---- - - -- -- `
t i.. A Pr R "? SAVCUT LINE _ .................:. _ ....._ ._ I V X T VALL N, T.S.
_ _. _ _ _.__ .._ _.... -__ _,.. _ . _ _ _ _ _ - - - R E EIS
�:
. �.
f ! .:... ! . T AC PAVEMENT WIDENING r ; , : , . ;`I ... W
NOTCH EXIST .. .. .. r .......... . >. r .. ,,; .� • , .- .'
PER IMPROVEMENT PLAN No, 67 0 ;t tr ; . :. << .,�; Y t: Q
(FL 172.8) : :.. t _ y :...... I
' ��.
.-�— - - - - - -• - - - - - - -- '�------ -....-
RiW !� 22� ,: N 89:57'30' E 101:58'` OCATIDN OF DOMESTIC
w , Y
'L• _ - { . , J " 1 frr x�j ` {.:•� . ... _ I LANDSCAPE IRRIGATION METERS NEW GiRADE PER
PLAN _
1
- r ,
BLDG SIGN �,.:.... X .
�. t � . s 6' TYPE 'G' C B , �s
_ ...__. ,� ,... . TC 172 .56 i .. R ARCHITECT..' '.'...'.......:__.. MATCH EXIST CURB
�< _ t __ - I A A A /FROM/ 70P PM°E
- : ' } �� r�s .. , ....... C,> GUTTER PER I PR E1►�EN7 ST NlI RO B (�CF1rL
,.. NEW ASPHALT CONC BERML 172.06 - �, `... I GUTTER (FL 171.89) ° 10 QRADrE Sl/RFACE
r �' - "'._� r TC 172.51? CAN No 677 7 1 . :\
PER SDRSD TYPE A , G -5 - :. , . . o I
;� �' ;:.. x RE7MCIVE EXIST. TREES I L .x FL 172.00 .. _.._ ... _
• ANEW CONC. SIDEWALK 1 i, pE _ _ a /2" DVA � ( TOP )
s,e � s,, i o LF wI7RAT I 1 ROr,7( TO PIPE
Y L7 .✓
` •5 Eb PVC 1
(SIR 35) ST so '�,, c {,
PER SDRSD G -7 ! h: ztJ)
�. TV 1735 ` r� b °' 1 _. - - e 1.5% ( ORM DRAIN I 7 . . �, � . � � a a a
1' HOLES
;t FG 171.0 x V ti Q,• a 12• �o° .: : rt to 8" PE1tFARA lID PbC (SAR .T5) STA�IAI DRAIN. (HOLES
DOW)
G tit I I 12. 171' 0 BF AAIO(!T 12 (12' CATCH BASIN VITH
��. �. ....b I I y AG b g,2� BF 5 , STEEL GRATE BY 'NDS' 24" - - - GEOMXIXE FABRIC
PER QREENB" SECT. 213-2
1 ..... F 1 1�' IE 169.66
10' WIDE PVT. DRAINAGE t _
ESM'T. PER DOC No. ,� , 68.2 6' P1/E (SID) 23X - o R - _ - - - - - - - _ - RIV
RW1- 0149932, REC 3/15/01 f Y ,i = _ -' _ - - 1 p - =' T 1 ,�" k E ORA ED P VC S ORM
D
1 �j� �` L k � P RF T T RAIN DETAIL
-� _ I � y ��� � ,L 173 �A --' �= IE � ,_�= �' .�-
4 1 1� Q 16. 4�y -:
REMOVE EXIST - VIRE FENCE ` � I 2 � , - .. ti 17� T �', N. T. S
11 ... ... 7 172 - 17 t1 ND WAL i / .;'.
r 72 20 LF PERFORATED PVC T 1 • ;
.. � W 73 9
24'X24' CATCH )wm-BY 'BROOKS' WITH _ TC AYr =IGHT LINE -
I 16 4 !7�?7 (SIR 35) STORM DRAIN � b� ` ;
STEEL GRATE. INSTAt,1_ A FOSSIL FILTER TC 1 y ) I F( 17 9 HOLES D ° 1
,> - +:
'FLOGARD' BY KNST4R ENTERPRISES INC., �12� L 171 I �`�1 172 11 "CAUTION 173. - 7t , RY EROSIIAVV CONTI�C
OR EQUIVALENT TO BE MAINTAINED BY .�� 0 17� 11 EXIST GAS METER �, - ' ��
PROPERTY OWNER, 10 � P LL R&D XIST. HOUSE 10' IDE PVT. DRAINAGE TD BE RELOCATED TG �� 1 �W ; SANDBAGS, 2 BAGS HIGH
12 X12 CATCH BASIN WITH`. 171.77 ESM'T PER DOC No. j f 17� BRED, TYP AROUND CATCH
STEEL GRATE BY 'NDS' TG i7 , 7 I i ti_ 2001 0149930, REC 3/15/01 17 1 DO 111t ,ISTN
,,>
TG 170.50 IE 1 68 .75 ` , : ;'� 4' THICK (MIN) CONC. OVER 4' SAND WITH 7 i'� 7�'
_ `, .- 1� .---d 2� ,:� SPECIAL NNTES f
168 No. 3 BARS e 24 BIC EV-0 MID -SLAB WEIGHT, 2 - � .'1 ; `,�' 1 }
VEMENTS
IE 11 CONC ENHANCEMENT rl JOINTS PER ARCHITECT, '. 17 �V 1 �* 1. PRIOR TD CONSTRUCTION, CONTRACTOR
TD DEMOLISH EXISTIAG RESIDENCE, IMPRO
` 10' PVC a 2X Z v 6' 'T1rPE 'G' CURB I I t t ASPHALT, TREES FENCES. REFER TO ARCHITECTS
PLANS FOR
o GUTTER PER SDRSD G -2 1 I . ........ .. PLANTER REMOVE EXIST. HOUSE ; ' i = CONCRETE PAVEMENT,
• T - I BASIN WITH LETTER OF PERMISSION FOR OFF -SITE GRADING r� ADDITIL�VAL INF�MATIIA'V
TEMPORARY EROSION CONTROL �/ (TYP :WHERE SHOWN (I G' 72.
I ROV SANDBAGS, 2 BAGS HIGH 3. o -+ ^ 50 DRAINAGE IMPROVEMENTS. SEE LETTER OF PERMISSION
r r r� r r r I - �...... - , . jE IRL�tV DATE BY NDS
A I 1�1 � J 0- 0 7 ) J :J J STAGGERED. rtYP ARI�VD CATCH � � � 1 ~' 7100 `� �:° BY f SCRIPPS VIEW MEDICAL ASSOCIATES,
DATED � 3/6/01 2•- UfW_ESS NOTED OTHERWISE, STORM DRAIN PIPE TO BE 6 DIA. MINI PVC (SDR 35) a IX
o l t o• _.... ..__ _ - I .�
BASIN BLAMED SVALf a IX MIA/ 11 _ _ 12.7 � '1211 �� MIN• SLOPE.
TT
_ t _ .. t f. D l t EXIST SVAI TO REMAIN
��� , ! f 1 -, X13 EW BOIL PLANTS 1 �j3. 32 a f �' J r) J r, B VALL DRAINS SHALL BE CONWECTED
ra PRIVATE STOIPIM DRAIN SYSTEM SN[1V1V HfREO►1
rr
LETTER OF PERMISSION FUR OFF -SITE GRADING rG ASPHALT CONCRETE PA VEMENT USE <;� fi F _ i 1- 17 N �� mtl `�;,�`
DRAINAGE IMPROVEMENTS SEE LETTER OF PERMISSIl71V 3' AC (MIN) OVER T CLASS II BASE v 36 __. _... _. _ _..... _ _ \ 1 t , : 1..
4. WATER SERVICE TO BE EXTENDED FROM SANTA FE DRIVE TO NEW BUILDING WITH
172. A .; \ - , TG I i i t SCHEDU'_E 40 PVC HAVING 24 COVER HN PER IMPROVEMENT PLAN Na 6770 -1
BY r ALEXANDER ZIRPOLD DATED 3/8/01 (MIA) UftESS FIELD BETER141WD OTHERWISE TC 86 � � � �� � 7 17 � 50 1 > 113.9 ;
;ti DAYLIGHT LINE
,+ F� 111, 1 y �. ,... ` TC 173, A D I£ 17 10p �i In •9 5 PRIOR TO CONSTRUCTION, CONTRACTOR
TO LOCATE EXISTING SEWER LATERAL ALONG SANTA
BY OIL ENGINEERS �? VALUE TESTS (TYPE TC 112, t = FL 172 Z°� ; . 1727 I tl FG 1 ; `;
y_ s
Y ' Y' r ,' FE DRIVE AND EXTEND TO NEW BUILDING WITH 4' DIA. PVC (SDR 35 MIN) a 2X HIM SLOPE
5- ry 171. �, ,�� ,� T . ;� _ , 1 � ; { ; � o , �, ,
TV 11 •b cn FL �y} '',! �} K �G X 12' 6' DIA, WITH ATRIUM I ' < .144` EXIST WOOD FENCE TTI REMAIN
VITH 36' CfIVER PER REQUIREMENTS OF THE CITY OF EIVCIIVITAS I
FG 17Q 4 PLANTER:. f` 1`... - - - .. 1 F� !f ;.E GRATE BY 'NOS' /TYP) 173.32 tl� o 6. PRIVATE STORM
DRAIN CLEANOiITS SHOVN WEREOV SHALL BE 4' DIA. PVC SDRSD S -3, TYPE 'B',
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1 72 6 CONCRETE CURB � • :�
`. ; _ - . _ . - --'- - L 1, 1 TG 1 m . 6' PVC STORM DRAIN (TYP)
_ 2 p PER SDRSD G -1 " .$p
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} 17 3, 1
10' WIDE PVT, DRAINAGE j 1
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2001 - 0149931, REC 3/15/01 1� ' 1 16 1 72 ' 67 .. HARDSCAPE PER
1) IE 1 '. M Q, ARCHITECTS PLANS (TYP)
_ +� _ _ _ _- ARCHITECT (TYP) 17 h `
t
11 EXIST SVALE TIT REMAIN
f r )'i_ '; 1 I 1 .. 6' CONCRETE CURB TG 17� S0 �` ih� '`'
T 7 • �. PER SDRSD G -1 I£ 17100 w . +
169.0 1
IE , 1I SH ENCLOSURE & WALL t 1 14'1 _' - =1- 17�?7 I° `1 3.2
ASPHALT G�NCRETE PA VEMEIVT:' -USE 1 °1 11 ARCHITECTS PLAN �' TYPE I11 MASONRY RETAINING
35' AC (MDV) OVER 12' CLASS 11 -BASE 1......... a te' `' 1 , .
�i 1 Z �, ��:` _ � WALL PER SDRSD C -3
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(MIN). LKESS FIELD DETERMINED bTHERVISE 1 t 1.. T f "' '°I
BY SOIL ENGINEER'S 7R'- VALUE TESTS, (TYP) I b11. f C > r {��'y .
1 1 F� f ��`' 7O '
r : �r .. 2 �9 HANDSCAPE PE?►� : ' tit 1 ," .
TYPE III MASONRY RETAINING 11 6' C CRETE CURB �—� rF i� ` i
WALL PER SDRSD C - 3 '� ... ... .. 1 1 PER DRSD G - 1 TC ARCHITECT j _ '1 11 73,9 Y_ _ — _ _ _ _ — -
j......... ..1. I F 1 32 173,28 1 _ �/d 17,E p I 1 32 /
r'��1�1 ; �JJJrJi �-02 � ti pb 1 I j 2 > } 13 3 J . ��� 5 _. � — ���;,�. __
EXIST SWALE TO REMAIN \ 9 .... � 25 l 83 ti ti:: -i . 1� f -
6' TYPE 'G' CURB d, 1 2 - - - t
t ti ,' 1 �� X F� 11�� 7 173.20 �"� 173;35' r 4 -1,- � - q a �`' \�
NO TE GUTTER PER SDRSD G -2 't �. X12' �2�8 ��s-- -+ 8� �`�' �`'� q� �r ' `
LETTER OF PERMISSION FOP UHF -SITE GRADING r� (TYP WHERE SHOWN) a F 3 ' 172' 1 6 r }
DRAINAGE IMPROVEMENTS SEE LETTER OF PERMISSION p PLANTER 17 2,5 I 1 _ N - _ _ 1. * " �V V� * Y
- -= - 100 20' L ,
BY r IDA JARVIS DATED 1 3/4/01 V 1 735 � -
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Randy R. Brown CtE 361 �� Z
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DESIGV BY NAW BY C WCK BY
REVISIONS APPROVE DATE REFERENCES DATE BENCH MARK SCALE - RR P RR - APPROVALS CITY ❑ E ENCINITAS ENGINEERING
DEPARTMENT DRAWING N O.
lL (I•K•ol _- __ _ -__ SAN DIEGO COUNTY BENCH MARK VC - 180' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED
GRADING & EROSION CONTROL PLAN FOR
BRASS DISC SET IN COiNC MONUMENT HORIZONTAL i 1' = 10'
AT STA 16 +25.00 SANTA FE DRIVE vERTICAI r A�AIE DATE S TURMAN BUILDING - 345 SANTA FE V
6 � � p - G
Rc.E. Na , 36190 PNR, LOT 1, MAP No, 2163
RECORD FROM COUNTY OF SAN DIEGO BY 1 �V�• /V� BY j _ —
L RANDY R BRO ArP.N. j 260 - 072 - 21
ELEV 171.118 DA TUVM 1 uS C r� GS EXP. 6/30/04 DATE + it i Z 1 o I DATE j P.C. 9 9 —
019 SHEET 2 O F 2
ENGINEER DF VORK - JOB Na 00-061
a DATE : 3/14/0/