2003-7936 G (Plans) GENERAL NOTES GRADING NOTES NOTIFICATIONS WORK TO BE DONE
_ _ GRADING PLAN
1. AN work M be done In accor dance with these plans, the Standard SpeAcadons
d for Public 1. All neei gia&9 shall be observed and bested by a qualified Solls Ermgh or under NOw dhedi - - - 1.
The edsbence and iocath of underground utility pipes and structures shown an these plans Tine Grading consists of the following Work Done ac to the plans, the
Works Core�xtbn, the Design and Construction Standards of the City of En clnftas, and the ft5he shag observe and test the oxcavatton pboement and oanpactto I of ilk and back
fills were obtal, by a search of avaflable records. To the best of our Vw edge there are no current City l S Encinitas Engineering Departmennt t Stt Done
S tandard Drawings, and the Standard Specifications for Public: W , the San Diems
San Diego Area StMmdard Drawings. Any changes a revisicros therefrom shall be appoved and Compactlon of trendies. He/She shall submit soils reports as required and will
determine LEGAL DESCRIPTION existing unities except as shown on these plans, however: Area Regional S for Pubblic Works Construction
the City El 1gli Me Polo' to any regUest for knspectlon. the suitability of any f1N mates . Upon completion of grading operations he/she shell state _
- -_
that observations and Nests were made by him/her or under his/her supervfsforn and that In LOT 9 K= A, OF SOUTH COAST PARK NO. 3 MAP NO. 1935, IN THE CITY
OF The contactor is required to take due outlined in the earthwo rk measures to protect arty edOig uWdes Grading shall consist o the construction of all Guts and
fills shown on t ccor plans and
2. The Soils Report entitled "PRELIMINARY GEOTECIHNICAL INVESTIGATION; Proposed Minor tmis/Fa opklb , all a, ba, 6a, n its and exx avWdons were ca isbvcbed In acaorda,
with the EVCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA or stru ctures located at the work site. R is the eonbact A responsibfAty to contact the rk specifications.
All grading details shall be in accordance with
Subdivision, Parcels 1, 2 and 3,1866 Sheridan Road, Encinitas, C*f brW prepared by Coast approved grading plans and that all ei ntIanfonents and a tcavations are acceptable
fix their APN 256-053 -12 following owners of said utflities or structures prior tD any excavation, for verifxation and the City of Encnitas Graft Ordinance.
Geotechrnical, dated September I 2000, and the Solis Report entitled "UPDATED GEOTECHNIGL khberhded use, iocatkx of Wines and ,Ofkation of eommenoermerit
of work:
LEGEND ITEM REFERENCE SYMBOL QUANTITY
INVESTIGATION; Proposed Single Family Residence, Parcel 1, 1866 Sheridan Road, Encinitas, - - - - ---- _ -__
-- - - - -- - --
California" prepared by Coast Geotecmnica, dated June 3, 2003 shall be considered as a pat 2. The Contractor shall properly grade al etcavabed surfaces to provide positive
drainage and pi em STOKMWATER POLLUTION CONTROL BMP NOTES- a . Sewers - leucadla Wastewater District p60) 753-0155 DaSTING ELEVATION ' of this Grading
Phan. AN grading shall be done in accordance With the recormnendatlais and pondl, of water. FW/She shall control surface water and avoid damage t0 ad)olning properties -
Relative b0 COnstrucbo n - Actnnti es b. Gas & Electic - SDGAE (800) 4224133
specificatioi eontalned kn this report. or to NO WIed work on the site and shall take rerriecAal mhesures to prevent erosion of fresMy c. Water
- San Diegufbo Water District (760) 633 -2709 PROPOSED FINISHED ELEVATION / 4,2
graded areas until suds time as permanent drainage and erosion control meawi es have been Conarte Washout d. Telephone - Pac Bell (800)
489 -3441 DQSTING CONTOUR ---- h ---- -- -
3. Approval of this plan does not constftube approval of sizes, location and type of drainage fadAties, installed. Conhaft shall establIs! and use an
adequately stied Concrete washout arm to 4Z2 - O
nor of imp ow men wilt street rfght�f trays. Sept �ate approvals and pei I for these shall contain washout wastes on site. It is illegal to wash a
w rate slurry, f. Underground Service Alert (�0) SiNALES AND FLOW DIRECTION • be I emil ed in conjunction with ImMIvement ph, 3. Ai areas
to be filed shall be prepared tD be filed and flN sfhd be placed to ammlanoe v ftlh mKxtai sturnn, plaster and the like into the sto mwater conveyance system
the Standard Spedfications. AN vegetable matter and objectionable mats shall be ren eel or any reeelvirg water. Contractor shall post a sign deslgrmatlmmg
the washout locatlon. 2. Contractor shall notify the City Engh im's OMce 48 hours prior tD beghmnhig any wok on this COMPACTED FILL AREAS SOILS ENGINEER
4. WrPtben pennisslon shall be obtained for arty off -ske grading. by the CDIraactor from the surface upon which the fill Is to be placed. loose fill and alluvial
Constxtlon Site Access project. Riom: ( 760) 633 -2770 MASONRY RETAINING WALL STD DWG C -3 - 110 9Q FT
sorts stall be remroved to suftabk firm natural ground. The exposed soft shall be scarified to A stabilized construction site a shall be provided for vehicles
egress and
5. The Contractor shaft We arty riecessm y piecautlons required to protect adjaoent piopei dung a depth of 6" and then comp xlW tD a minimum of gO percent. A shall
bete Contractors Ingress to pi evenI t ackirg dirt off site. This shall Include using mateI 3. Time Contractor st�l give 24 hours notice on ccals for khspectiom. Phone:
( 760) 633- 2770. EROSION CONTROL SANDBAGS GRAVEL FILLED 50 EA.
grading operations . Mything dariragad or destroyed shaft be replaced a repaired to the Condltfan r6ponsIbflity to place, spread, water and compact the f0 in strict aocadanoe
with the Specifications. such as gravel and/or steel p nclu
/ AN work perfumed witthout benefit of lnspection will be subject to rejectlon and remhoval. PERMANENT PUBLIC STREET GRAVEL
FILTER AREA r
I� to 9� 9• Y v 120 9Q FT
4. Curt and ffll Slopes shall be cut and trhnnhed to fkhish grade to produce smooth sui Cons tructlori Vehicles
6. The developer shall be imponsfdle mat any monument or benchmark which Is disturbed or and unfformm cross sections. The slopes of a avatlans and embankments shall
be shaped, A specific area away from gutters and sborrrId, a!, shall be designated fur construction WATER NOTE$ EARTHYYOKK QUANTITIES' NOTE:
dre- established destroyed shall be re- estab and replaced by a Registered ChA Engineer or planted and trimmrried as dreded by the Engl neer of Work and Idt In a neat and
orderly veh� fig, *ride r' 9, and routine eWiP� rm . AN major - - - -
a Licensed Land Surveyor void tkx.. AN stones, roots and oths waste matter exposed or eamvatfon or enbantamermt slopes shall be made oft`- -sibs.
1. Water Mains, Laterals and Appurtenances Shall be Constructed According to the Ord - -
rrhidi are liable to bem, loosened shall be removed and disposed of. The toe and top of all Erosion Control Specifications of the San Dieguibo
Wager District The Contractor Shall and Hereby Does Guar- CUT - 35 CUBIC YARDS FILL - 35 CUBIC YARDS
7. The Conbacbor shall design, construct and mafrmtain all safety devices, Including shoring, crud slopes shall be rounded in accorda, with the Grading Ordnance
auntie AM Work for a Pt W of One Year After the Date of A q tarmoe. OVERD(CAVATION (Y out from Building Footprir 3' deep) - 600 CUBIC YARDS
shall be respormsible for eormformihg to aft local, State and Federal Safety and health standards, Erosion control must be provided for all erosive surfaces.
Sloped surfaces especially 2. Unless Otlmerv+Ase Noted, Ai onrm
Cections bD 15M, ig Mains Will be Made by the Corcbor
tra, Under
laws and �, S. Ali trees„ bosh, grass„ and other ob)ectbrmable material shall be collected. ped i or otherwise shall be protected agairmst erosion by installing
erosion resistant surfaces such as the Siupiervision of San Dlegub Water Disbud, Aft Payment of the Estimated Cost by the SHRINKAGE OF FILL AND ONEREXCAVATION ( 25% - 150 CUBIC
YARDS
deposed of cif the site by the Contractor so as to leave the arms that have been denied erasion control mats, adequate grand cover vegetation, and bonded fiber
mabix
8. Grading and equipment opera , within one half (1/2) mile of a structure for human occupancy with a neat and fkmished app a,ai free from unsightly debris Approval
of location of debris
stall not be cmducbed between the hours of 5:30 p.m. and 7:30 a.m., nor on Saturdays, Sundays f i shall be seemed from the Soft Engines and City Engines prior loo the dispOSa
of any No exravationn and giading activities are allowed during wet weather. 3. Where Elevations and Grades are Not Shown on the Water Main Profile, Top of Pipe ft* is
46 Indies Below Centei lithe R* Grade of Street
and City recognized holidays. such mhabelia. STATEMENT OF ENGINEER - OF - WORK
Diversion dikes shall be axVnucted to cannel runoff around the eonstrhuUo i sloe. -
by the using pe shall
shall aomm a urd a has been held on -tribe wb the Contractor shalr
potect c�harmnels against erosion rtinent and berrhporart 4. All Services
(r oes to be Parcel they Clear of and all ohms traveled ways. Water Nlebxs mug 9. No
thrfbrrried
9�9 � pn`9�9 9 be In fret of the Parcel they are serving The undersigned engineer agrees the work pe
.
Wowkmg people prem it City Inspector, CM Ermghneer, Soils Engineer, Grading Contractor and SEWER NOTES co ol measures• comply
with the generally accepted sta ndards aid practices of the engineer's
Pernfdee. The pre - grading meetlrg shall be scheduled with the City at ksast 48 hours in advance - 5. Contractor to Furnish One Inch Copper
Water Service and Meter Box for Each Residential lot. bade or pi ofesslon. The engineer further agrees hoot the work perfbrmed herein
by (760) 633 - 2770 1. LWD approval of these plans does rat relieve the applkarmt, private engineer of work, or contractor from Remaue Ong won only where
*s*" necessary. large project shall be shall be in accordance with the rules and regulations required by the City of
responsibNty for the Correction of errors and omissions discovered during or after construction. conducted in phases tD avold unnecessary rei nav of the
natural ground cover. 6. Contractors shall acquire a Trerhching Permit from the California Division of Safety for all Encinitas. The engineer agrees that any plan check or
review performed by the
10. Prior to booing dirt or constIuft materials tD any proposed wisbucthI site witlhirn this project, Do not remove trees or shrubs unimecm arfly, they
help decr erosion. Trermdh Mme• Clty of Encinitas in its capacity as a public entity for are plans prepared by the
the Developer shall submit to and reCa4ve approval from the City Engineer fa the proposed haul 2. N design, materials, aril mm hft work shat conform to the LEICADU WASBWATER
MTIUCT SLiiV6t STMIDM06 in Water M
operat 7. Install Fire Hydrants 2.5 Feet From bade of Cub If No SidewaAc Exits, or 7 Feet From Face engineer is not a determination
by the City of Endriltas of the technical
route. The Developer shall comply with all Conditions and requirements the City Engines may and to thhe requuh a i a is of the STANDARD SPKFICATIONS FOR PUBLIC WORKS aM RL
CRON (9M Tanpor cry vegetation must be planted m sides or where construction is not of orb Where Srdewalk 6d or VM8 be sufficiency or adequacy of he plans or design,
and it the, efo, does not relieve
plann for erosion control Ptx Erosion shell be prev+ermted by the engineer of responsibility for the plans or design of improvements
based
impose with regards to the hat ft ion. ill and the REGIONAL STANDARD vem. GS , most current editiorhs. in the event of p f� annual and perennial grasses
to shield and blend the soil. & Air Release l�ernblie3 atAi ours ach thereon. The engineer agrees loo indemnify and hold harmless the City of Encinitas
confAci;, the LWD SEWER STANDARDS govern. � P injury for Arty From the C arising solely fro
ad
and as as so once o and its officers, agents, and employees from property damage or bodtty
Plant per mar nermt vegetation on possible, cxavatlorh gradfrg ivltks ontracthr Shah Obtain an Encroachment Permit City
y of Encinitas Enkavation from the negligent act, err ors, or omissions of the engineer
11. Upon fma n of ft work ands the grading permit, but prior loo final gracing approval Plant
OSHA Safety Orders and OSHA C onfined Space Entry Requirements shah be followed are con 9. C
and /or W release of seCUrlty, an As-0raded oeitff ication shell be proNded stating: '"ilia grading WrtttNm' �9 Qty Rights�f� fay.
and his /her agents or employees acting within the course and scope of such
performed under Peinmit No. 7936 -G has been performed in substantial aaiformanoe with the at all tunes rMttiot,rt exk:eptiori.
_
approved Grading Plan or as shown on the attached As•Graded Plan". This statement shall be Water usage fix dust control shall be minimized. 10.
The District requlres that Compaction Tests be taken where Water Lines are installed within agency and employment and arising out of the work performed by the engineer.
Wowed by the date aid signature of the CM Engineer ho w certifies such grading operation. 4. The Countracbar shall have a copy of the sewer notes 2. docurrnermts
on the Jobs! be Existing County Rights -of- Way, City of Encinitas Rights-of-Way, or Private Easements,
at all times. Ox Construction Material Stooge the r salts approved by the City of Encinitas, before Water Unes are arrerted
and a copy �
RESOURCE DEVELOPMENT CORPORATION
Stored m iais atei shall be contained lo a secure place to prevent seepage and spllage. opy shamt to the San Diequ* Water Disbud Of
rm Coast "� 101, Suite E Pa o C I v,
914 N.
5. The contractor shall guarantee all work for a period of one year after the date Contractor shall store these products where they Will stay dry out of
the rain. Cormtracbor 11. Prior to Man" Water Lire rmtr
Coad, Owner Shall Advise Prospective Contractors to Obtain ���� BRIAN
of final acceptance by LWD and shat repair or replace army work flat may prove defective shall provide secondary containment for all fuel stored on -site. rr
Encinitas, G 92024 We DONALD
h �p and/or rm within the one yw peiod mou>t j
wfttT i Ise whatsoever to LWD. and Review an+amt San Diegulbo Water Districts Spedflcatlons. (760) 942 -1106 Fax (760) 942
-2514 ¢ No. 26175 x
Elimima� a reduce Of Sbomnvrabs from on-ft. JOb lob. I M-M �► CIVIL
6. Prior loo the contractor shall secure a LWD Permit for may include soh, matefals, asptait concrete, aggregate base, etc. Stockpiles 12.
� Contractor Shall Notflry the Distrix�s Inspection Department 48 Hours kt Advan of Beglnrmfrng _ ; Protessia►ai \!
and shall provide a mfnlmAlrm of 48 hours rn0ft tD LWD prior to CorlStrux tl0rm. shall be located away from m kerb c, d sboi, i rwabei flows and gain inlets.
�. 3 ° F C ALIF c�
Stockpiles shall be covered or pi otecfied with sal stabflhcation mires and provided 0. RM ]Areas Bust be 011i to 9096, Prior to Pipe htallatlorm.
BRIAN DONALD, RCE 26175 Date
7. Approval of tthls plan by LWD does not oorhstltube a nepreserrtatlon of the with a sedhrierht baffler around die perimneber at all tines.
license Expires 3131/06
14. Approval of This Plan by San Dlegulbo Water District Does Not Cormstlbube a Repr+esattalk
5 accuracy of the location of, or the existence or nonexistence of, any T" As to the Accuracy of, the L�ocatfon of, or the bdste - or
Non Extstenoe of, Any Under -
u dergrou, utMty, pipe, or structure within tiro Iimlt s of this project.
�✓ � 1 N who peificxm construction In the City of Eridrhftas shat be groutb ttft Pip or Wudnre wldnrm the lirhmits of ft
SOILS ENGINEERS CERTIFICATE
trained to be famflfar with the Cty of Endnffas o nmr atei polhutlorm control requirements. -- - -- - - - -
�►� 8. AN revisImis W drawl, sW be approved try the LWD DlstrV Engineer In writing These BMP robes shah be walisbfe to everyorme worlcnng on site.
The property owrne(s) 15 AN Existing FadAtles Which May Effect Final Design I.e., Une Crossings, Line ParaMeArmg, or I, MARK SJMEIL, a Registered Gull Engineer in the State
of CaAbmla pilndpaiy 6" bustrme in the field of "
-N �� pr's to aonstiuuctlw. and the prime oormtrador mmust inform arbco>tractors about sbomrmwatei requriremmernts smhai be Field Ver1led.
AN edsti, or proposed Utiiity within Applied Soils Medenks, hereby cedy that a sampilt and study of the soh eondltbrns pie alent withmin this
-` 10 Feet of Proposed Water Mans 9M be Shown on Improvement Plans. Bectrkal and Site was made by us, or urmder our dh ectfon m
bme 21, 2000 and Apr130, 2003.
0 �� 9. Can, ectlons to exlstlrmg sewer pipe or manholes shall only be done In the direct and thek o wn respoi Sewer to Cross Under Water
Maims Unless Given Written Permission by San Diegufbo water Dlstrkt. One eornplete copy of the Soil Report con pAed firm this shady wAh our reaommiendaft has beds
presence of the LWD Inspector. New server shah not be conrhecfied or allowed to flow Waste M� to the OfAoe of the CRy Engines.
Furtthemmoe, we have reviewed these Grading Flaunt and °
to existing sewer until oilier final aooepbnoe of all upsthusartm work by the LWD Irmspecbor, Contractor stall be responsible for properly dsposfrig of all
waste armd amused construccilon 16. water Connections to 0 11110 Devel - meimts Shah Have an Approved Backflow Devoe cer* that the Included In the aigirhai Solis
Report, and all FoNowing AddemkM
materials. Dumping of un used or w aste products on the ground, where water can InstaW to the Districts Satisfaction. Badkflow Devices are
to be Installed Directly Out- for this project have been incorporated In the Grading Plans and
or District Engineei. carry tram Into the conveyance system is strictly prohfbtDed. side Clty a C=ry Right-of** or Outside Watt District
Easement Repair, Mahtenanee and a ` r � �O
� � �
10. Al Ser Aoe Laterals shall be located at right angles to the sewer main unless atherwlse No seepage from dumpsters shall be disdiarged kmto stoi wats
Bems,IdMkes shat Annual Thstlrg of Basic lbw Devioee are Respormsr�fty of Owner. COAST GEOTECHNICAL
�QP Uq
- - \���� _ ✓ shown as approved by LWD on the Plans. shall be placed sound de storm s to divert the natural sto rrdf Durnpsters shall
17. Minimum Hof ration
izontal Sepa of 10 Feet Required Between Fire Hydrants and San Diego Gas Dive n
92075 ?�
\� be dhedaed IMclueritty for Wks. Dumpsber lids Shall remain dosed at all times. and 6ectiC Vaults. be P be w w
( ) ENCrr,TI"
A 10 gage st co
►ielded pper ee shat buried over each Wail. Time wire shall extend t� to p stmaA ftttin roofing or 18. U�tles lo Mtakmtakm 5 foot
When Wkfier Sevlaes. 8 22
and soldered to the wire. The over the sewer main shaft tmermlrnate 6" -
uPPef tag tag wvltlt CG No. P- 376013 Gr (X CX�r�
a r z
rnvered rvitli tarps in order loo avoid rain aormtact cry trash mmaberial
above paving subgrade with firma location just below paving. The tag over the aascommer end Marty oo -
of time lateral td extend above grade uritA Connected and stall tlhei�aPoer be buried at the r>strtxtlon mmateia i
is, nducing solveints, weber -based per, v�ehkle �► 19. Contractor and Developer are Responsible to Relocate Arty basting Water Facility
(Fire Hydrar�,
VI MAP print of eonriection. brhken asptak and Concrete, wood, and deemed veh can be r�ecycfed. Naives, vaMe Byres, Ebk:) That Are lambed by
Their Prxrject Signed
mateilals must be taken to an appropriate landffll or dispo se d of as •,
MARK BURINELL, CEG 2109 Date 5 - � w 782 '` m
NO SCALE 12. AN sewers and laterals shah be Wayne balled, bw pressure air tested, and televised hazardous waste. For infomiatiorm an disposal of hazardous
rrmabeital, cal the Hazardous 20. Contractor to Supply Showing That Any Asbestos Water Pipes Removed From the M �
Ground were Disphsed of in 8 Manner Aooeptable to the Sahli Diego County W aste Division.
LWD. Expires 05/31 Exp. 12 -31 -05
at the appMcant/C0ntracto's expense prior to for final acceptance by Waste Hotline toll free at ( 800) 714 -1195. For I, fbrmmath, on lardffAs and to
order
LWD. Air best shaft be done after constructlort of all other ublIdes and utility laterals. dumpstei call EDCO at (760) 436 -4151. 11. Use the followfrng
various combinations cif plain end pipe lergd wk h thigh deflection eoupllngs
and hhtegral ben end pipe for curved alignments h both tnortzontaf and vertical drectlorhs. Do OWNER'S CERTIFICATE
�,TF °CHN�oQ�Q'r
Pollutants shall be kept off exposed surfaces. P1aee trash an and recydMig reoepbd6 not bend pipe between couplings. Saw cut integral bell
end of starhda, pipe and bevel end for We thereby eertfy that a Registered Solis Engineer or Geologist has been fetal, to ! over V C
around the ft use with ddleeticii . Use 9.5 foot plain end pipe lengttns with deflection couplings for gradhhg activity
on on and stability of the side.
COMMUNITY DEVELOPMENT DEPARTMENT SAN DIEGUITO WATER DISTRICT LEUCADIA WASTEWATER DISTRICT Portable tom must be In good wort" order and dneciked frequently
for leaks. radii between 140 feet to 270 feet. Use 19 that pipe kngtt with ddlection couplings for all
Contractor shall provide secondary oormtairmment and locate portable toilets away from radli between 270 feet and 560 feet Use an Integral
bell end pipe length Joined togetfier with
EYM BY: REVIEVRD AM Azov® s : sbormmdraM Inlets on pervious surfaces. a 19 foot plain end pipe length tD form a chord. Use deflection
couplings on each end of chord oc
y 0 �/3
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