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k' CLEARING & GRADING NOTES
<br />EXIST. FENCE k - -
<br />- SEE CONST. NOTE 1 �,_ - 1. Rough gaddigng for do prons oject oiushallhe completed before any farther contained
<br />in tion.
<br />DRAW PIPE OUTLEh, 4 Klealfeldean Inc, file) No 201334i- -, dated(he Mayrecommendations @ 1990 (update letter dated Feb the Soils 0p File
<br />for this py�P,I) anet d
<br />t 2, 'All' Nile i 3741
<br />SEE CONST NOTE 10 PROJECT BOUNDARY wdt. the dual .Detrol requirements given below Budding pads shall be compacted l0 90°% ItC' min
<br />SEE CONST. NOTE 2 1 Toleaame on final grad as follows Pads dj'7, Plan EP 02 r (Rough grade).
<br />A(A CT H� 0E roe 4 Gi Contractor shall rewill be move e an`lirri irrigaor And on tion encountered adaataoo ofMngineer
<br />irta irrigation lines. if any Is, is unknown.
<br />x' EK :�.� roe.Oaic Y 8 g
<br />SEE SHEET 13 o `* s� per SLOPE � kO �SP� _rDe_ 4G 6 Probable ing wellran ls ane cm shown
<br />they shall be abandoned per S.1 Co Public Health Standards
<br />w I'E � 7. If underground facilitiese enroimler�d. the : ntractor shall immediate) notify he Engineer and tem ornril y
<br />FOR BASIN DET 1 aro` ,to q O / Uh / ENCE-*-z- �:-+- C� S' 4A�0 G� R g Ili grading,All 4 PP ' C P PPe
<br />��j ✓ w 1 -* 5�sus nd work in the immeciale area
<br />q"' �OiR3 `� eP 5.5 NPCN GiP�� ` - O `O II r\ d)/ % Q 9. No >Io rehallalber�teel steeper than 02 horizontalto
<br />Chapter lbs land A ccix fhaa.er 3J.
<br />� coed / y cE Fc --_ ® oQ DUST CONTROL REQUIREMENTS
<br />/ Sy0 `af'Cfry %` "�I, -' X .� 10. Dust Control is the Contractors sole respinsabduv when working on site. The above work shall be included
<br />1 < T DAN plPg, I J In the bad The Contractor shall also water the site as an extra, when requested by the County or the Owner
<br />/ JJII INSTAL NOTE 9 $ �/- - i 'h� 11. All molars shall be dept properly tuned and maintamed.
<br />Q�,069 CONST GRA `fl �` 12. Earth moving activities shall cease if wand exceeds NI uph average over oar Noir
<br />j
<br />9 G w 5E Np'\V"" G� 7r 13 On -ale vehicle speeds shall be limited l0 e oto
<br />:rv,;( 'e B- �pRCN ' tri ,^� r>`6 "�¢'�� 14. All operations shall comply xCh the requirements of the San Joaquin Valley Unified Air Pollution Control District.
<br />15 All areas with vehicle traffic should be watered periodically for stabilization of dust emissions.
<br />spFYE E X� 0'4) .1 �ry,� � I6. CirlelS adjacent le the ppros eel site should he swept as needed to remove sail whish may have accumulated
<br />/� I *�.1 TCN d'S�4 'VN �RCOE CONST p0,8 Q 1 1 /nsocF7"'<i from construclion arhvalie
<br />a" 17. The area disturbed by clearing, earth moving or excavation activities stand be minimized at all times.
<br />E SH ET .0 -\'Of d ' / a I ,., 18. All material transported on or off -sit, sial either be sufficiently watered or scarcely covered to )event
<br />. ;. o } / '/ C 1 m ro ro q ' \ excessive amount of dust.
<br />Z� �, SII,fJ,rp�O R CESS g+,_&a I_ F / 4 F; 120q �A59'ry ALE y - 19 When conditions are dry all all material excavated or graded should be sufficiently wed erped to pprevent excessive
<br />9 B amount of dust. Wateringshould occur at least twice a day with complete coverage, referably in the late
<br />/' © O� ^3s�•J;8 m �� , " '., ��1k60, 14`Z�N 9@C P PWV °el CSN ' " \_ morning and after work is done for the day.
<br />�0 r„oD3, 5�' �,5z o J � �w t 15 WINTERIZATION NOTES
<br />c
<br />p5. I r u93 , o:�2�a } -,__ALES v, \ S -
<br />1 Epro / o Sa QgC ,. 12 4P 1\220 q,� 'S A , 5 `• u 1249 �y�'�\ (RESER ALSO TO ening flip
<br />SIPPP)
<br />y It is the intent of the Owner that lot erosion end silt entering the Sloan Drain System be kept to a min.
<br />11 •`I �`, e °� ,uh "Ye. 4\ Therefore the Contractor shalt.
<br />l " v $,' ^<0. Al the onset of the rainy season, or rlor to Acceptance of the subdivision, whichever comes first. the
<br />wa m .� �4 �? P P
<br />Q7�� '� ceRip, Contractor strath
<br />\ M a. Place and maintain filler screens at catch basins
<br />k tl !�� 53' ma ��'. aY b '`
<br />0 7$ q. m m5 �.. �Z `•,��; o ,Al p /N b. Follow recommendations contained in the SWPPP for the project.
<br />/ ;'/. •¢ R. :'Q/d(l10 'n ' 11T '�co "� o�:.o �' � a t
<br />l�' rogt» , 0 I °- trry p Cost of n Can control and other '.ems of winterization shall be included In an item retitled
<br />m �,��,,, VP0125 2fg , - w � „ cw �� ��y `tip erosion ,.Detrol and Winterization'.
<br />0f.'� y. `� eat:: s �y
<br />��. `J h � � � oN - no �� �+ 'mow � 124 Q�' � � `� \ ¢a�d.� / 22. Contracla� nmsl provide concrete washout area and maintain. See SWPPP for ksosion and Sediment Control Plan.
<br />4 >> , .A3. X � / E� � w � �` ,�' p / ° / 23. Notice of Intent (N01) for Stale General NPOES Construction Permit is required prior to site work.
<br />a 24. Reference WIRD V 529C331709
<br />r Pw r PTCO 099 5^ . ' h.� m o n v/ Li4 g0
<br />U `hi
<br />r ysW g a b i `Ipr �, B-7� LEGEND
<br />- B3 •'' a`, ®EV ti' 3 74�-z � '° q � m a w `o'@i' � � / � f � ���, �
<br />,2f�
<br />" m h �m \ o �� �'� �- �� 'J9 ;'s Sp Existing Ground Elevation LF Low Pmol SC Sub rade
<br />N9�91 / 4"'er• `v ti .�� �:' r ...� 57100 ��� `� c4'Fa' 6 ^�' / k
<br />y- " t ,5� 0 ` / �,. \ ,.. /1 ` / ; TC:35.38 Top of Curb Elevation HP High Point E.P. Edge of Pavement
<br />�., a 041 �ro A Direction se Slope IOP ,meq, o m E AGE '� �" P GB Grade Break
<br />� .e 'C � v � : / ='a < )(vote L. S private Storm Drain Line TC To of Curb SYMBOLS
<br />j/ P
<br />�\\ 1 m I or LL�"FS�D
<br />C. Flowline
<br />Storm Drain Manhole (SDMH) B-4 =BORINGS
<br />€°i _ Via" y� ® Drop Inlet Catch Basin (UICR)
<br />(B .SC
<br />A 89.4 m is'Y' ',ti 2P, .it 2P:120.95 CO,y p��� �� .q.,. A0 �, / /
<br />�r r �� B-5 / - 2sy�` tx:as.ry sA'Qts S / CONSTRUCTION NOTES
<br />m s9 r0
<br />d
<br />�?i ` E�' 0 :1823 Xti QA Yo 1. PORTIONS OF EXISTING FENCE WITHIN THE PROJECT BOUNDARY SHALL BE REMOVED. :126.08 ` ,x� /
<br />2. NEW RAIL FENCE TO BE INSTALLED ALONG PROJECT BOUNDARY, IN LOWLAND AREA,
<br />To �eQ j857g CPEFF8B �J'A -' •o , / g EXCEPT ADJACENT TO THE PROPOSED DRAINAGE BASIN.
<br />o B -Z XZX. 749 v sX NBd, �, / BCR �! T / $�v _ 3. EXISTING WALNUT TREES WITHIN THE PROJECT BOUNDARY SHALL BE REMOVED.
<br />�/`��
<br />`zt4". es p ! EG:125.78 �� 4. CONTRACTOR SHALL PROTECT EXISTING TREES THAT ARE TO REMAIN (ESPECIALLY OAK TREES)
<br />BY COMPLYING WITH SECTIONS Lc & 1.d. OF THE CONDITIONS OF APPROVAL FOR THIS PROJECT
<br />v /` / REGARDING TREE PRESERVATION AND PROTECTION. MEASURES SHALL INCLUDE, BUT ARE NOT
<br />"e 0 '�/ / a / �` / LIMITED TO: NO GRADE CHANCES WITHIN 6' OF TREE TRUNK, MINIMAL GRADING (6"±) WITHIN
<br />vr%�� } N 'slpyE 121.0 N/51'/ 1`iA, y9 � a � U
<br />,25 �4
<br />� Gj \ / �� / PROTECTED ZONE OF TREE, AND PLACEMENT OF PROTECTIVE FENCING AT THE OUTER EDGE OF
<br />a, '��''�¢ gf 0K �? 9 p ' ` .A. - 8, % // / THE PROTECTED ZONE OF EACH TREE OR TREE GROUPING
<br />oy� �� �"� ANTCHE� eA 'Pok
<br />5. REFER TO STREET IMPROVEMENT PLAN SHEETS FOR DETAILED STREET AND ROADSIDE DRAINAGE.
<br />/L W1 $1-t / �� / ' `� B. FINAL BUILDING PAD AND LOCAL APPURTENENT WORK FOR EACH LOT INCLUDING BUT NOT
<br />23.53 8 / c�
<br />s� -� �!P� 1220 .1� .5 LIMITED TO, SLOPE WORK, DRIVEWAY INSTALLATION, COMPACTION AND MINOR FILL WORK
<br />`o 'g / / WILL BE DONE AT TIME OF BUILDING PERMIT APPLICATION PROCESS.
<br />,has 41 EP12614, / 7. ALL EARTHWORK ON THE SLOPES OF THE BLUFF SHALL BE jNSPECIED AND APPROVED
<br />BY A REGISTERED GEOTECHNICAL ENGINEER AT NO COST TO THE COUNTY.
<br />Q� V ✓� 12� 125 X490: /�� 8. INSTALL YARD DRAIN PER DETAIL, THIS SHEET.
<br />\ gXA _yo, , -I A 9. INSTALL 6" dia. FLEX -TYPE DRAINAGE PIPE; TRENCH DEPTH = 24" min.
<br />NOS W :12G.04 1 C A / Iq ///
<br />TOP OF'Dn .I 7 `S` AT4��Nr .) 10. INSTALL 4"x 6" GABION ROCK IN A 6' x 6' PATTERN AT PIPE OUTLET FOR
<br />"2 I,�,0 Q�g• 125 �129.t1 �� / ,' EROSION PROTECTION. SEE DETAIL, THIS SHEET.
<br />20' 15''
<br />��� ` MS'S p05S. X,b14 /� �. \ � V� I ��
<br />EXIST. FENCE ��> g�� ° �� �T/ 5 CRATE AND
<br />�o �.j / - FRAME TO FIT EXISTING SLOPE
<br />�w SEE CONST. NOTE l�`
<br />�
<br />e- ru PAD 2 _,IP
<br />PAD s PROJECT BOUNDARY i / (TYP) �
<br />SEE CONST. NOTE 2 �\ ., UL ' r� �1 1 A' / v / INSTALL TEE
<br />DRWY /
<br />9 `. y�°
<br />BRAIN plpE OUTLET, '� INSTALL DRAIN PIPE.
<br />_7
<br />SECTION A -A x 6 CABION ROCK
<br />SEE EECONST. NOTE 10 - �+� SEE EXISTING GROUND CONST. NOTE 9 / 1244 �
<br />� 4 � /
<br />2 VARIES 10-30' VARIES 35'-50' I✓� ti`P/ �m�,,//�� v� �'- / Q� �,/ 6' DRAIN PIPE
<br />�r lah,s 123. Imo' ., �� / DRAIN PIPE OUTLET
<br />6± YARD DRAIN NOT TO SCALE
<br />2'
<br />♦�'� r j // / NOT TO SCALE
<br />PAD ` B_ r 120 �t
<br />�\ / /
<br />C9 \ e
<br />1p4W+ S /' / �� �� \ EXISTING SLOPE
<br />DRAJN PIPE OUTLET �,�}Ml'9 A%2B PPp9206 �o v �o / / �� _ FILE NOTES'
<br />NOTE �<G / Q '/ '/ d o.
<br />"'•" p'� (� SEE CONST. C~ , / , F 1. Cut/Fills should bear on firm native soils_
<br />SECTION B-13 C0 F �Q�Zt��j '� �g NPScg 22 r �/ ; -"'.� / / a„ - - 2. Slope benches to oulslope at 4 ± 7.
<br />r,AC.'e" y� BV - \ /� ; QBOFES51oN 6 M]N 3. See Construction Note 7.
<br />Chanae< BV_
<br />/' -
<br />o
<br />20' Ally Person U�inG Thr f)raMid"q ShryrwFC` V r r�8 . , `y. s /� �, " 2 m
<br />6 BENCHED CUT/ FILL DETAIL
<br />+'.t irrfn•n'i311nn r ,, inSnp�tinr, Thr S. ,i rvo. 42764 a
<br />_ ASS '/ - / 1-p_3/31/.1LT✓
<br />DRAINAGE SM T. h �, ``� * NOT TO SCALE
<br />4' k� s/ LF CI VtV
<br />>� REAR YARD SLOPE OF CALIF
<br />CLEMENTS OAKRIDGE ESTATES DRAWN BY E. S.
<br />PAD 4' 8-6' 2' EXISTING TOP OF SLOPE '`+� /, �� ,' SCALE n coy
<br />min EXISTING SLOPE_w-*- -V
<br />,{ 3' ----- _ GRADING PLAN -
<br />PAD IT N r SHEET OF
<br />EXISTING GROUND �'•t\ \ f �., COUNTY OF SAN ,LOA UIN ,'s ��s`'s • • e"O� COUNTY APPROVAL PREPARED IN THE oFefce oP-
<br />ll C @ c„ ai9 �� NO DESCRIPTION ppCOUNTY BY DATE
<br />7'- 11' DEPARTMENT GF PUBLIC WORKS • <° CAUTION.. •, -- - BAUMBACH & PIAllA INC. 5 20
<br />_ a VARIES D.5' 2.5'
<br />c"a rn CIVIL ENGINEERS DATE. F 0$. 06 _- JOB NO 0358
<br />u�
<br />APPROVED (�% 0� 0 323 WEST ELM STREET
<br />> 1 h LODI, CALIFORNIA 95240 ----
<br />o
<br />SENIOR CIVIL ENGINEER DATE N1 c R C.E_ VO �lnb4
<br />DO NOT SCALE THIS S DESIGN "JDER TH SU E7RVISION OF: WHO
<br />SECTION C -C SECTION D -D A •'• w DRAWING IF BAR DOES
<br />NOT TO SCALE NOT TO SCALE R.C.E. NO.: EXP. DATE'. ca£ • paw EXP DATE. 3 rJ/�Ob ry
<br />.v NOT MEASURE 1 INCH. --- -- ----- G-1214
<br />- DESIGN ENGINEER
<br />
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