2003-1468 G (Plans) RAL NOTES NOTIFICATIONS -
GENE WATER NOTES WORK TO BE DONE
GRADING PLAN
-- - - - -- The Grading consists of the following Work to be Done according to the plans, the
1. AN work shall be done M accordance with time plans, the Standard Spedfications for Public 1. The existence and location of underground LdRy pipes and structures
shown on these plans - 1. Review of This Plan by San Dieguito Water District Does Not Constitute a Representation current City of Encinitas Engineering Department
Standard Specifications, the San Diego
Wait Construction, the Design and Constructfon Standards of the City of Endnitas, and the were obtained by a search of avaHable records. To the best of our lmowledge there
are w As to the Accuracy of, the Location of, or the Existence or Non - Existence of, Any Under- Area Regional Standard Drawings, and the Standard Specifications
for Public Works Construction
San Diego Area Regional Standard Drawings and teAUadta wastevrater Dist. Standard Specifialtions. Any existing utilises except as shown on these plans, however: LEGAL
DESCRIPTION ground Utility, Pipe or structure Within the Limits of This Project.
and Leucadia Wastewater District Standard SpeciAcations.
Charhges or RehOons the 0oi,I shall be approved by the City Engi, Ieel PriortD all request fa Inspectior The co ntracbor is required to take due precautionary measures to
protect any a Wiig Mies PARCEL 2 OF PARCEL MAP No. 18809, IN THE CITY OF ENCINITAS, COUNTY 2. AN Existing Facilities Which May erect Final Design i.e., Line Crossings,
Line PaaNeiing, or Grading shall consist of the construction of all cuts and fills shown on these plans and
2. The Soils Report entitled "PRELIMINARY GEOTECHNICAL INVESTIGATION; Proposed Condominium or structures located at the work site. It is the contraction's responsibility
to MOW the OF SAN DIEGO, STATE OF CALIFORNIA, RECORDED OCTOBER 1, 2001. Proposed Connection shall be Field Verified. All edsting or proposed Utility Crossings within outlined
in the earthwork specifications. AN grading details shalt be in accordance with
Units (Units 1 1:11104 4), Lot 20, Map No. 2049,182 Phoebe Street, Encinitas, California' prepared by following Owners of said utilities or structures prior to any excavation,
for verification and 10 Feet of Proposed Water Mains Shall be Shown on Improvement Plans. Electrical and the City of Endnitas Grading Ordinance.
Coast Geotedmioal, dated MFardh 30, 2000, and the GEOLOGICAL , Proposed Minor location of ublfties and notlftcation of of work: APN 254- 230 -40
Sewer to Crass Under Water Mans Unless liven Written Permission by San Dieguibo Water District
Subdivision Dated September 27,1999, and the UPDATE) GECr1M*IICAI MSMGATION; Two (2) Proposed Single
� , dated over 2Z MM Shan be a part of ft Gn&V Plan. All graft td be done a. Sewers - Leuxadia Wastewater District (760) 753-0155 SEE SHEET 3 FOR EROSION
CONTROL NOTES AND DETAILS, 3 • C,o and Owner are Responsible to Relocate and/or to Grace any Existing Water LEGEND ITEM REFERENCE SYMBOL QUANTI
in accordance withftiewrimadaboisand u contained in this report b. Gas & Elecb - SDG&E (800) 422 -4133 f
(Fire Miebers. Vanes, Valve Boxes, 8L) which is affected by Their Project. N affected Water must -
AND 5TORMWATEK FOLLUTION CONTROL 5Mf NOTES meet C S Dieguibo W alter Dist Standards. I Facilities do not meet standards, then they shall
be EXISTING ELEVATION
3. Approval of this plan does not oonsdttube approval of sores, locator and type of drainage fadlitles, u;. Water -San Diegul6D Water District (760) 633 -2709
Tar of Improvemerits within street right -of ways. Separate approds and permits for these shall d. Tdepttane - Pac Bell (800) 489-3441 RELATIVE TO CONSTRUCTION
ACTIVITIES Upgraded to Current Standards at the Owr&s e>W rse. PROPOSED FINISHED ELEVATION
be required in conjunction with improvement plans. e. Cable TV - Daniels Cable Visas (760) 931 -7000 4. Ltft W Miakrtain 5 Foot Separft
W pi W Srvioes.
EXISTING CONTOUR
f. Underground Service Alert (800) 422 -4133 2�
4. Written per rrhisslah ner for any off -site grading. 5. Minimum Horimntal Separation of 10 Feet Required Between Fire Hydrants
and San Diego Gas SWALES AND FLOW DIRECTION (196 MIN)
2. Contactor stall notify the City Eingfneer's Office 48 hours prior to beginning any work on this C, no and Electric Vaults
S. The Contractor shall take any necessary precautiorns required to probed adfacei properties during project. Phone: ( 760) 633 -2770
COMPACTED FILL AREAS SOILS ENGINEER
grading operators. Anything damaged or destr shall be replaced or repaired to the cardtion 6. AM Water Sen;M loo be Cms�ed Clear of Driveways
and all saner Traveled Ways. Water Meters moat be In Front of - - - - _
ecisti, prime to grading. 3. The Contactor shah 9 24 ham notice on calls fa' Inspection. Phone: (760) 633 -2770. `� the Pared
d" MASONRY RETAINING WAIL STD DWG C -i, C -3 & C-4 1,250 SQ FT
AN work pe b n ed without benefit of inspection will be subject to rejection and removal. POC PAVEMENT AND BASE SOILS ENGINEER `
= 1,800 SQ FT
6. The dewdoper shall be msponsibk that any monument or benchmark which Is disturbed or
destroyed shaft be m- established and replaced by a Registered Civil Engineer or 4. The Contractor Steil
tra iroti�r LWD 48 Fbus Prior t D Coristtion ru of Sewer Con Wmis, Phone: (760) 753-0155 SEWER LATERAL CLEANOUT
LWD DWG S-17 0 4 EA.
a Licensed Land Surveyor
�::: SOILS ENGINEER'S CERTIFICATE NEw 4" PVC sEVVER LA TERALS LWD DWG s-1 - s - 2 EA.
7. The Contractor stall design, cores ruct and rnatntak all safety devices, Including 9, and
��\ ap' N I, MARK BURWELL, a Registered Civil Engineer in the State of Cabala, princip* doing business in the field of NEW 1" DUAL
WATER SERVICE SDWD VAG P-2A 1 EA.
shall be rye for � to all Local, State and Federal Safety and health standards, SEWER NOTES �' - �� Applied Soils Mechanics, kn* certify that
a sampling and study of the soil conditions prevalent wbIn this RESURFACING CITY STD LF.
_ _ _ _ - _ _ _ -- i arch 27, 200 laws and regulations. _ - 1. LAID APPROVAL OF THU
PLANS DO ran RELIEVE THE APPLICANT, R�tMATE ENGINEER OR AIOIK OR CONTRACTOR FROM REMMI Y � Site was made by us, or under our dirertia on M
6 \- One complete copy of the Soils Repot compiled from ft study with our recommendation 17 LF.
s, has been = _ _ _ _
FOR THE CORiRFCTION OF ERRORS AND OMISSIONS DISCOVERED DURDIG OR AM CONSTRUCTION. ��� � .. 4" PVC STORM DRAIN PIPE SDR35
8. Grading and equipment ing ent opera within one half (1/2) mile of a structure for human occupancy Office sulin, d to the
of the City Engineer. Furthermore, we have reviewed these Grading Plans and
� � ✓ � :.. s� "FIRE LANE - NO PARKING" SIGN FIRE DEPT � 5 EA
shall not be conducted between the hours of 5:30 p.m. and 7:30 a.m., nor on S&rdays, Sundays z ALL DES 0Y, MATERIALS, NO CONSrnucnON WORK SHAD TO THE UUCAW W ASTEWAM DISTRICT
LAID OR STANDARDS � �� , + that the recommendations included in the original Soft Report and all following Add ndums,
and City recognized holidays. AND M THE "MOM OF X STANDARD SPE ICATIO115 FOR PUBLIC woW OONSTWD (MEENB M AND TIE ZWK STANDARD �\ ` for thts project
have been incorporated in the Grading Plans and Specifications.
with the MOST
DRAW ` ` F RK
1Nf� Cllr tDI TIONS. N THE MW OF CONFLICT THE L AID SEWER STANDARDS GM, .
hhg operatlors shall oonhrnenoe untll a pre- gradh ng meeting has been held on•sibe ith the COAST GEOTEECHNICAL c.: - EI'IRTHWO
Civil Soils Con tractor and �• OSHA sAFfTY ORDERS AND o6wA eoNF� s OM REqutRe�tENTS SHALL NE FaLOWED AT wmNOUT Ezr�TDN. ���`���� ` 779
y Drive �� ��`� E3UI<U
9. No grad
- - - -- --
following people present City Inspector, Engineer, Engineer, Grading , � C? EXCAVATION. 150 CUBIC YARDS
FILL. 600 CUBIC YARDS
PAet'mlttee. The pre-gradhtg meeting Shah be 9d1edt11ed with the City at least 48 hours lo advance 4. THE FOR SHUT HAVE A COK OF THE AVER NOTES t NI I DOMM�'li5 ON THE JOB
SITE AT ALL TIME. �� �\ Solana Beach, CA 92075 � 21(Y" �
by calling (760) 633 -2770 �� S' : UBIC YARDS 25% SHRINKAGE OF EXCAVATION AND OVER- EXCAVATION ASSUMED)
5. THE ooNTRACroR SMLLAINUNiEf ALL WORK FOR A PER10D OF ONE YEAR AFTER THE DATE aF FBiAI AocEPrAt�cE er LYVD AiO SiAil
(8"X760 755 -8622 Exp' s -31 -04 IMPORT 800 C
.
REPAIR OR A�LALE ANY WON ThiAT MAY Pt�VE DEFecTIVE s waaaP AIM MATHZIAtS WrnmV THE ONE YEAR PERIOD WmauT '� CG CE ' I I `' Er '
REMOVE AND RECOMPACT: 1,350 CUBIC YARDS (3.5' DEPTH UNDER ENTIRE SITE)
Project No. P- 376013 � Eti��n�e�-��n }c �
10. Prior to "dirt or cor>stru lon materials to any prOpO98d Construction Sloe within this prOjed, EXPCTNSEWHATMEWRTOLAID VICINITY MAP
G OL `"`
the Developer shy submit to and reaeiv+e approval from the City Engineer for the proposed haul - ���_ EARTHWORK %W7 NOTE
OR route. The Shull witht all X15 and � the MY M 6. T H E AC a URA SHOWN F�ON AiRE FOR BOND ESTIMATi: PURPOSE ONLY. NETHER THE PRIVATE BMGIN®t
NOT LWD QIARANTEE NO SCALE
THE AolaAxy � of THE SEW QuAxiTrles. Signed: -�� -` THE EARTHWORK QIUANrTITIES ShIONVMI ABOVE ARE CALCUUITID FROM
THE EXSTING GROUND CONTOURS ON THE
impose with regards to the hauling operation.
MARK BURWELL, CEG 2109 G E: 7 2 Date 2 •• 04 ` \ > PROJECT SITE. THE ABOVE QUANTITIES DO NOT CONSIDER STRIPPING
OF SURFACE PLANT MATERIALS. IT
7. PRIOR To f9= GINNING SEVVBt woRr(, THE LWD DOECTOR S1iALl BE FURNTSiiED THREE SETS OF Q!r SHEETS AND SFWl License Expires 051304
-ay , �
SHRINKAGE IS LIKELY THAT SOME WILL ChM AND THAT THE ACTUAL. QUANITITY OF IMPORTED EARTH REQUIRED TO
11. Upon final completion of the work under the grading permk but prior to final grading a pproval COMPLY WITH LWD STANDARD SPEC UM REW ��`
�� �
TO BRING THE SITE TO THE FINISHED ELEVATIONS SffOMYN ON THE GRADING PLAN WILL BE MORE MAN INDICATED ABOVE.
i.0 782 x
and/or final release of Security, an As-Graded eertficabon shall be pr011ided stating: "The grading a MOR To RMYC Me WORK, OOWACMR M s� R A LWD PER1�4T FOR CONSTRUCTION
AND SHALL PROVIDE A MO (,CC E xp. 12 -31 -05 � i 1
performed under Permit No. 1468 -G has been performed In substantial OOnfbrMVoe with the OF 4 HOURS NOTICE TO LAID PRIOR To CONSMICTION.
approved Graft Plan or as sham on the attached As-Graded Plan ". This stater, is it shall be
9 . NO WORK SHALL BE OWMENCED LATTL ALL PERMITS HAVE BEEN OBTAINED FROM THE JURISDICITONAL CITY, COUNTY
followed by the date and signature of the Civil Engineer who certifies such grading op�atiorh. A OTHER APPROPRIATE AIB TF QF �� r
�--c� _ ` �
GRADING NOT E5 10. ALL SEWER FAChLMES SHALL BE INSTAUED IN DRY E)C AVATIONS AND TRENCM CONTRACTOR SHALL DEWATER AND STATEMENT OF ENGINEER OF WOR
ENYIRONMENTAI _ E - _ A ___ _ TA
- MAINTAIN DEWATERX CONTINUOUSLY UNTIL THE WORW IS COMPLETE), INCLUDING RACIMIT AND ooMPALTION of B ant The undersigned engineer agrees that the
work performed by the engineer shaft 1. Steepest Existing Natural Slope On -Sloe = 5.0%
1. AN grading shall be observed and teed by a quahffed Soils Engineer or under his/her dlrectloi MATERIALS IN A DRY STATE ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS
SLiSPECTED To BE WET IN THE RlRIiRE SHALL BE comply with the generally accepted standards and practices of the engineer's 2. Maximum Vertical Depth of Cut = 2.5
Feet N
He/she shaft observe and test the aw ation pbceRnent and compaction of fills and back fills ENCASE) IN GEOTE)(TILE MATBtIAL. SUITAM GEOTDTTII.E MAT&UL SHALL BE SUBMITTED M THE
DISTRICT ENGINEER
OF AP
Of trertchhes. shah suibrnit soils as fired and wil determine Rl: 7W AND APPROVAL. OONTRXIDR SHALL OBTAIN DEWATERI NG PERMITS AS NECESSARY AND RETURN t�tOUNDWATI3R
trade or pro fession. The engineer further agrees that the work performed herein
FOR um Vertical Depth of FAN = 3.6 Feet
and compaction He/she repots requ TO THE SEW S Ali NOT BE shall be in accordance with the rules and regulations required by the
City of 3. Maxim
4. Average Depth of Cult = 150 C:Y. x 27 J 10,283 SQ FT = 0.4 feet �
the suitability of any fill mate - Upon completion of grading oper ators Wshe shah state Encinitas. The engineer agrees that any plan check
or review performed by the .^_.
that and tests were made by him/her or under his/her supervision and ft in 11. APPROVAL OF THIS PLAN BY LAID Does NOT CONSTITUTE A REP�vWICIN OF THE ACCURACY OF THE LOCATION
OF, OR THE City of Encinitas in its capacity as a public entity for the plans prepared by the 5. Average Depth of Fill = 600 C.Y. x 27 / 10,283 SQ FT =1.6 feet
were constructed in aeoordanoe with the EXISTENCE OR �D� �, ANY w'�O� LTrnm, PIPE, OR mturcn>RE wrn�mN THE LD�rITS OF THIS PROJECT .
all embankrrhents and eng ineer is not a determination by the City of Encinitas of the technical
9
c�
n
approved gradmg plans and that all embankments and excavatio are aooeptabie for their M ooNTRACroR $ FOR CAMRYIING WITH ALL LOCAL, STATE, AND FEDERAL. SAFETY RBRILAT[Or5
malJanaG, Bur NOT Sl.lfflCie Cy or adequacy of he plans or design, 9 . and it therefore does not relieve
I use. Ln+i B TAO, TRENCH SAFETY AND CONFINE) SPACE ENTRY. the engineer of responsibility for the plans or design of improvements
based
11 ALL REVISIONS TO DRAWINGS SHU BE APPROVED BY THE LWD DISTRICT ENGIV S IN WRITING PRIOR TO CONSTRUCTION. thereon. The engineer agrees to Indemnify/
and hold harmless the City of Encinitas
z
2. The Contractor shah properly graded excavated surfaces to pr0VIde positive drainage and prevent and its officers, agents, and employees
from property damage or bodily
poi ding of water. He/she shall control surface water and avoid damage to adjoining pioperfie5 14. CONNEMONS TO EXIST I SEWER PIPE OR MANMOL.ES STALL ONLY BE DONE IN THE
DIRECT OF THE LAID INSPECTOR. injury arising so lely from the negligent act, errors, or omissions of the engineer W
or to R, ilsfhed work on the site and shah take rem dial measures to prevent erosion of freshly NEW MW %11 NOT BE OXECTED OR ALLOItr® To FLOW TO DOW 08 UNT1 NO FINAL AaIPTANCE
OF ALL UPSTREAM WORK and his /her agents or employees acting Within the course and scope of such �u
graded was until such time as pumarient drainage and erosion control measures have been BY THE LWD DnPECTDR, OR AS APPROVED BY DISTRICT BNGIIEER. agency
and employment and arising out of the work performed by the engineer.
if stalled. I& AtL MUICE LAT9Gt5 Si U IE LDCA M AT WIT ANM TO THE StIVBt WR tAllM OTIERVVISE SH M AS AAROVED BY LW ON N PLANS.
3. AN area s to be filled shall be prepared to be filled and fl ill Shall be placed In accordari0e with 16. A 2-!NCH HM T STW.L BE INSCRI ON THE CLM FACE AT EO LATERAL,
LOCATION BY THE COKiRACTOR. RESOURCE DEVELOPMENT CORPORATION o
the Stands d Spec dots. AN Vegetable matter and objectionable materfai shy be rernaved 17. A 10 GAGE SilEi D®OOPPER WIRE SHALL BE BURIED OVER EAai u TEtRAL THE WIRE
SHALL EXTEND LIP TO A r t70PPER 914 N. Coast Highway 101, Suite D
b the Contractor from the surface upon which the fill is be placed. Loose f did alluvial 17.
TO MID SOLDERE) TO THE Wff- TFE TAG OVER THE SEWER MIN % LL TEINNATE r ONE PAVING SUB GRADE Endnf taS, CA 92024
soils shall be removed to suitable firm natural ground. The exposed soils shall be scarified to WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE
LATERAL STALL EXTEND ABOVE GRADE (760) 942 -1106 Fax (760) 942 -2514
" LINTIL CONVECTED AND SHALL THEREAFTER BE BLAtIE) AT THE Pan OF CONNECTION.
a depth of 6 and then compacte to a m of 90 percent. It shill be the Contractor's Job No. JNO3 -0068 =
responSiblIty tD place, Spread, water and col, the fN in Strict accordance with h the SpeCffit2ltiors. I& ALL LATERALS SHALL BE CONSTRUCTED CUM OF DRIVEWAYS.
�
4. Cut and fill Slopes shall be out and fiirnrrhed to flnish grade to produce Sri surfaces 19 . ALL SEWERS AND LA7 ALS S All BE WAY* BAILED, WW P AIR TESM, AND TELEVISED
AT THE APPLICANT BRIAN DONALD, RCE 26175
and U ftTn am Sectloi i . The slopes of a cn-A ns and embankments shall be shaped, l W WE NSE PRIOR TO COMERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DOLE AFiHR
CONSTRUCTION License Expires 3131/06 .
ITIES z
plated and trimmed as directed by the Engineer of Work and left in a neat and orderly OF AL OTHER �' tnwTY LATERA n
v+
airhditkx . AN Stones, roots and other waste matter exposed or excavation or embankment slopes 20. ALL SEWERS AND LATERALS SIKL BE IN PUCE AND SHALL HAVE FINAL APPROVAL.
BY THE LWD INSPECTOR PRIOR TO PAVINQ
which are Itable to become loosened shall be removed and disposed of. The toe and top of all $�
slopes shall be round in accordance with the Grading Ordinance
�
W
S. AN trees, brush, glass, and other OWCtronable iaterial shall be collected. piled or otherwise OWNER'S CERTIFICATE -
disposed of off the site by the Contractor so as to leave the area that have been cleared
We hereby certify that a Registered Soils Engineer or Geologist has been retained to supervise over all
with a neat and finished Woaihoe free from unsightty debris Approval of location of debris grading activity nd advise on the compaction and
stability of the site. --'
fill shall be seared from the Soils and to the disposal of
�9�r' �Y ' P� any y
04
such material. P ao c1 4�/� F By: Date:
Owner Ce
BRIA N �y
PLANNING & BUILDING DEPARTMENT SAN DIEGUITO WATER DISTRICT LEUCADIA WASTEWATE DI STRICT N o. DON'Ai D P.O.
RNENED BY. REVIEWED AND APPROVED BY: ,► CIVIL * Cardiff, CA 92007
(P Professional
Professional P �Q (858) 756-1873 (Office) W
DATE
I ZD Gi ao O� � cAL\F° (619) 890-1600 (Cell) 2!!
DATE NAME D AU
Approval Expires 2 Yews after Date Signed LW D �rt�►-
EVSIckiS APPROVED DATE REFERENas DATE RECORD BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT ENGINEER OF WORK APPROVALS
OTY OF ENONITAS ENGINEERING DEPARTMENT DRAWING NO.
2v • o - - County of San Diego vertical &Horizontal Control PIANS PREPARED LIN SUPERVISION OF RECOMMENDED APPROVED
PLAN FOR:
Mion rnent No. OC 15. 1.5 In capped pipe located �� 1468 • G
in front of 1021 N. Vulcan Avenue in Leucaft u LOA _ ,G► CITY S(GINP TFM 03--134
varrrol LOA Rc „� ATE 2 SATE: 3/o3/D4 �A,>:: - ° 180 PHOEBE STREET, LEUCADIA
Elevation: 57.88 Datum: USC & GS NAME DATE L, SHEET 1 OF 3
RESOURCE DEVELOPMENT COKPORATION JNO3 -0068 +
s' _
STRUCTURAL SECTION NOTE: PJL
100
THE DRIVEWAY STRUCTURAL SECTION SMALL BE AS RECOMMEND® BY WSOIfY RETAi> % WALL P C DRIVEWAY
THE SOILS ENGINEER BASED ON HIS lKNOWLEDGE AND SUPERVISION Of / FM S`W MA9O14tY RETADW WALL 9s MINIMUM:
THE D►IPORTED AND COMPACTED SUBGRADE MATERUL THE MINIMUM)
SECTION M1 BE S OF 2,000 psi OWIETE OVM 6" D.G. BASE COMPACT® — — — — — _ _ _ ` _ Pa auae sm DwG C-4 —
TO 95% OF MAXIMUM DRY DET&m, REINFORCED WITH #3 REBAR AT 24" ox. 90 — — — — — — — — — — — — — — — — — -- ` --
•••'••�
EXISTING GRADE � — — —
fAMP — — —
85 — - 85
SECTION A LANDSCAPE SWALE
1 =10` Horizontal & Vertical NO SCALE
C I I { ExiSTfNG SFR
L07 30 L07 29 i ; - I
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- J
I EXISTING SFR
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CARPORT I
RETAINING WA�09, sTO UM
r. 90 ! I �/ t ALL PER STO r
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88-W EXISTING 2 DSCAPE S Qj
RAN STRIP 129
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o BID- FILTTIO LAN o .00' -_¢ u , SHED
N
-- �•
<_ T _ _ - -- - - ` - -i 15"0378" E 225.00
_ ED sw
Z { j iANOSC'wl: aIaFILrRArroN sTRIP LANDSCAPE
EXISTING MASONRY RETAINING WALL _ '
PROPOS
I PER DETAIL
I WITH WOOD SCREEN FENCE ON TOP - -- -- MASONRY RETAINING WALL PER STD DWG '
LOT
I { WATER 8 SEWER SERVES NOTE: DRAINAGE NOTE: j X AREA FOR BEST
THERE ARE Two EXISTING 4' SEWER LA TERAL LINES i ES UNDER THE EXISTING PCC FOR STORM WATER POLLUTION
CONTROL PIUI POSES r Y ' ` x - ; MANAGEMENT PRACTICE NOT I
r x rLk x %` F r
I I DR LSO
DRIVEWAY. THERE ARE A TWO EXISTING 2' PVC WATER LINES UNDER
THE EXISTING PCC DRIVEWAY THESE WERE NsTALLFD PRIOR To POURI THE ALL RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE j :' K' x X '
"? TO BE MODIFIED WIl'FIOUT A I
ONTO AND 1111GSCAPE AREAS PRIOR TO COLLECTION I PERMIT FROM THE CITY
DRIVEWAY (ONCRETE TO PREVENT HAVING TO REMOVE AND REPLACE CONCRETE EXISTING APARTMENT BUILDING
{ E FOR THE CONSTRUCTION OF THE TiMO UNITS SHOWN ON THIS PLAN. THESE EXIST Mr3 AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC
j LNM ARE STUBBED OUT AT EACH END OF THE EXISTING CON(IWM NEW CONNECTIONS DRAIN SYSTEM.
ARE REQUIRED TO THE DUSTING WATER MAIN AND NEW METERS ARE TO BE INSTALLED LO 1 9 {
f. I I I • I AND CONNECTED TO THE EXISTING WATER SERVICE LINES UNDER THE DUSTING DRIVEWAY. {
WYES HAVE ALREADY BEEN INSTALLED AT THE EXISTING SEWER MAIN. THESE TWO CONNECTIONS ! I
t i NEED TO BE EXTENDED TO THE EXISTING STUBS AT THE SOUTHERLY END OF THE EXISTING
�IA�
GRARING PLAN �,�� F �
BRIAN
W DOI\'ALD 2�
SCALE: r = V (r No. 26175 D
,t CIVIL
Professional .
lF OF CA1 -�F • C
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REVISIONS APPROVED DATE D ATE RECORD BENCH MAR SCALE 901TAS FIRE DEPARTMENT APPROVALS OTY OF ENONITAS ENGINEERING
DEPART DRAWING NO.
zo ° County of San Diego Vertical & Horimntal Control PUNS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING
PLAN FOR:
Mornmiertt No. OC 15. 1S pe located in capped pi
In front of 1021 N . Vulcan In NORIzONTAL 1• =10 BY: B Y- Aw CI a TFM 03 -134 1468 -G
— ' DALE DATE �3 DATE 0
Bevaft: 57A Dd n: USC & GS � � L;a , 3 180 PHOEBE STREET, LEUCADIA 2 OF 3
WA �
RESOURCE DEVELOPMENT CORPORATION INO3 -006B
EROSION CONTROL NOTES ER0 AND 5EDIMENT CONTROL PLAN STORMWATER POLLUTION CONTROL 6MP NOTES
_ - Relative to Const ixtion Activities
1. In case emergency work is required, contact CRAIG LEWIS, at (858) 890 -1600
SWJ =:1" = 20' Concrete Wasfiout t)n -site Oorrstruftin Matsial Sforaoe
2. EWOnelt and workers fbr emergency work shah be trade avallable at all times doling the Cartracbor shah establsh and use an
adegrrabely shed oonaete washout area stored n shall be contained in a seaae place b present >� and spillage,
o 1 i0 30 40 s0 contain washout wastes on sloe. It is NUegal to wash concrete slurry, Conb Kb shat stare these
pouts where their will stay dry out of the rain. contractor
rainy season (October i to April 15). AN necessary materi shat) be stodpW on site mortar, sr5ueoo, plaster and the Nloe into the
stormwatm oonveyanee system shall prwtde seeardary oonta vrxnt for fuel staid on-ft.
at eonvrnierIt bcatlons to fadllkibe rapid construction of temporary devices when a anti receiving waver. Contactor shat past sign
designating trx washout location.
rain IS irnrTiinetlt. CAnstvdion 5be Access eiminate a reduce poNurlion of sbormwate�r floor sbodcpNess ravel
on -site. 9fodpNes
A stabilized eor�tion site aoeess shall be provided for vel egress and may kxkide 90I paring mabarials, asphak
oorretete, aggregate b ase ' etc St odq�Na
3. Devices shown on plans shat) not be moved or moffW wittlout the approval of the E , ingress t01 prevent tracldrug dirt
off site. This shalt induce using mabertal shall ea aoveed ar wb ml to Mzft, measues and poNded
I ' as 9 audMr co eel sled with a temporary sedn at banter around the perimeter at al tirrres.
Imo ( Corustudion Ndrbas
I f be
, "y
shall t�estot ne all erosion control devices t D working order too the scion of I ( ; �. s � �,< , - ( area
a � , s oonstr
4. The Contractor ,xnon � �� in ft ak of Eridi strait
ft City ri *a after eadt tun -off rairtfafl. ' ( ;_ _ — — _ I shall be made afF -site. trAW t0 be
farmer VO the atV of t�rdrdtas 0... NIB oft control �.
P 9 ( These"notes shat W awlebse loo on site. The property owners)
I ( -- ��,�(,�� /���� y� �",��.��......�y ew!rYa+e worldn9 y�.�
mO mwft
I .- "- E I s Ca ft and ft prime caIUa t 11RAl in� � atoot 0...weft
5. The contractor shah install additional erosion control as may be required by the City - — _ —I_ _ I- Boston contra
rnust be provldcd for al sosrrre surfaces. steed surraoes espedally and thetr awn irsM ibNbes.
Engineer due bra an Incomplete gig or unforeseen arcumsti noes which may arse. shall be protected againsterosion by ifu�Atrg
ervsbn re start sufaces such as waste hiaoagene t
erosion contror macs, adequate 9raxb aver vegetation, and bonded Aber matrix. Contactor shall be resporetbie for properly
dlspm*g of all wife and noW aftzflon
6. The Contractor shall be amble and shall take necessary precautions to present public , noft Dumping of urnrsed
or waste pukxb on the ground, where water cm 91
trespass ortbo areas when impounded waters create a hazardous condition' — - f ( No occavatlon and gradng adhAties are allowed during wet
weatfiear.
carry them into the convet+a+� system is stfditr prohibtbed.
I ; r ;
:� i
— _ - ; f - I ¢ — _ _ Diversion o*m stroll be oo zbu tad t0 dwrxld nnoft' aroundthe motion site• No seepage ftm
durrters shat be Aischarged Mto stormwafer• wrwft sitar
Contactor shat protect dwnrrels against nosbn using permanent and temporary shall be placed around dUrIVsters to &at
the notrrar storm runoff. Dumpsters shall
7. AN erosion writrol measures prvvrded per the approved Grading Plan shall be incorporated hereon.
_ erosion ca it meamm be dredged fregoundy Ibr rears. Dumpsfier Ids shah rerrtaln dosed at all times.
Dumpstes wlthoort Ids shat be pboed wIft ft uris wb impervious rooAng or
S. Graded arts around the project perm eter must drain away from the face of slope at the RenroMe adsft whe r* ooverad
with tarps in order m avoid rain aontaQ wkh arty trash mattviat.
;,._ _ — - -- - - conducted b phases to avoid unn�ssary removal of the natural ground cover.
conclusion Of Bads work day. . .._ - - -- _ _ _ - - ` — __ - x Do not reprove trees or stxubs urneoe�artly;
they hey disease erosion.y oonstrudfon rnatertass, Indudkug solvents water -bn'ed per, vehide
brolosu asptraR and corxrete, wood, and deared vegetatlon can be recycled.
9. AN rerrrovabie protective devices shown shall be in place at the end of each working day when X "
r >w ,; • r == '° Non-recyda* nwtstal5 must be t *m to an appropriate landlN or disposed of n
5 x Temporary► vegetation rust be pienbed on slopes a where construction is not r
the fire (5) day rain �Y for eooeeds �Y P (40%). Silt and other debris
— — hazardous waste. For infon roftt on disposal of hazardous materki cal the ttn dons
' — _ , ;�; � planned for erosion oontd purposes. Erosion shah be Prevented by
I �� fast annual and to ahiesd and bind the soil.
Mall be r+erTlOVed a �d1 rainfall. _ f Waste Hotlim toll free at X) 71 +1195. For Nrlbmration on Ix and
to order
du mIxtus call EDOO at (760) 4364151.
coverage of ..: _ _ _ - - ? /' plant permane it vegetation as soon as possible, onm sararallm and grading ac
tles
10u1d gerrTtinatl0n Of frydrbseeded slopes fail do provide effeCtive erage Of graded slopes -rsY Y� ' �f � PoNutaruts
seal be ravel dF used surihees. t+lleoe trash an sad res+9 reoep� des
around
10. $f the sibs.
(90% coverage) prior tD November 15, the slopes shah be with punched straw installed water usage for dust control shah be nrirtinrized.
I i ' Ap Pbrtabk bit must be in good wortdrug order and dledaed freglreMRfy for teases. in aQOOrdarloe with Seaton 35.023
of the Erosion Sediment Control Handbook of the State of ? _ _ _ _ _ I r
{ r.' r` Contactor shall Provide s w d�ry ca timxn nd lo
ent am portal* t*ts array from
f
O orma Department of C lsetvatmn. stormdrarn trulds an P ( 1 ^ 1 t
_ _ 1" " /
'; GRAVEL BIG CHECK DAM - - - _ - _ � surfaces
AN cOret action debris shat be kept any from the and stop, d rain.
Contractor must routinely due* and dean up material that rnya have lauded
�� --- -= - - -- ---------- -- - - -- - - -- f , k
n - _ _ _ • � _- - -, ,�� , �r� <. �� b1 , i I •� , , away from oorntrrxtion site.
_ ` ` i ✓
STABILIZE CONSTRUCTI E
LEGENP
Y
- -� ., ..` . ' :` ..' • .r. ,T {. ti = . =•., � . =y _ =�? tr�' K,..': '.X: �2S ?ft1 '.Y..; , }L •,,,•
.n � 5{} .,, � . -
.... __
. r
, � �` PERMANENT TURF AND LANDSCAPE FILTER AREA FOR BEST
- -.
LANDSCAPE / FILTRATION STRIP _ _ - - - _ MANAGEMENT PRACTICE NOT TO BE MODIFIED WITHOUT A
DRIVEWAY WIDTH ` - _ _ _ _ -- _ _ _ — _ _ _ _- _ LANDSCAPE AF FOR BEST MANAGEMENT PERMIT FROM THE CITY.
-940" ON i s
PRACTICE NOT [TO BE MODIFIED WITHOUT
2 C EOaoAM _ x N y, A PERMIT FRO THE CITY OF ENCINITAS GRAVEL BAG CHECK DAM (BMP SC4)
SAM HO I cCuF4GR1A(t?1dN:TlM:3U
I I I CONSTRUCTION UMANC'E (BMP TC -1)
GRAVEL BAG CHECK DAM '
NO SCALE __ N
o �
t�
n
1 1/2 CRUSHED ROCI( AGGREGATE
�Z
Filter fabric u.�
r Original
C t 9 x
12 in Min, unless otherwise
specified by a soils engineer
SECTION B-B
NTS
1 NOTE:
Construct sediment barrier and channelize
runoff to sediment trapping device B
r
r -/•�" i'� J� r�0 fir O `" O � r , Q ,� �:Q � / wid<fl as
' required to Z
' ocf accomodate
anticipated
a Q
traffic
c
g em ape �. B
as 45' Min or 4 x the circumfererroe of the largest I
construction vehicle tire, whicteiff is greater
J
Match existing grade PLAN
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STABILIZED CONSTRUCTION ENTRANCE �P�° Ci`11t Fz,
BRIAN Cr y
NO SCkE DONALD-
(r No.26175 :)o
„t CIVIL * W
J , Professional W
�9r Qom.
F OF C A1-
- 104 w
REVISIONS MOVED DATE REFERENCES DATE RECORD BENCH MARK SCALE 901TAS FIRE DEPARTMENT ENGINEER OF WORK APPROVALS CITY OF
ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
Zu — -o County of San Diego Vertical & Horizontal Control PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING
PLAN FOR: e f,
Monument No. OC 15. 1.5 In capped Ope located B Y: BY: 1468 G
In front of 1021 N. Vulcan Avenue in Left HORIIONTAt AS Noted CITY E q
TFM 03--134
vetncu AS N� p�h Z i DATE 1/;/ 4 � DATE:
Elevation Datu & i D0""RM 31 5 180 PHOEBE STREET, LEUCADIA
Fxpies 3/31/06 SHEET 3 OF 3
RESOURCE DEVELOPMENT CORPORATION JNO3 -006D