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ge Ave. Q Rc: L�'—J�ffarmony 4'� "t pC s a Sv u,
<br /> er ooefbridgeRd. Grove a' LOCKEFORD t� .19,500 �
<br /> _ Clark:dale o u s Schn1 Edt o4,te t CKt FORo SCM. ��i�00
<br /> Q Kiiome
<br /> �10�
<br /> 1no
<br /> �Ieo�rorj
<br /> "'h1l'oorneAl
<br /> ` Rd. - Co. dark:%ie;r4ov;� .A■tJ I) �f / ) +/ /f © r /� 1 , �� =r . i 4 Kirscheman BrandtCr Rd.�4y, �// 1 e' a A alit -6 Q
<br /> ��/��
<br /> eford x Dr. v rx UU in r Rd. \
<br /> 1 It ine � t. 2 m° W 0%,�0o
<br /> � 3r� �o � tits'I `
<br /> VICTOR r Sar ent Rd.
<br /> 9 weigum a_.:
<br /> ll
<br /> Sargent v aIt Rd. ,N ' i ;
<br /> ine �-p aa7 OAC .L GRANT I _....... .. ........... ...... ... . _
<br /> N wfield mith
<br /> Kettleman T fin. „ Rd. Xetttieman� R0 Ln.
<br /> —�' -
<br /> mon � c at .= c, �
<br /> _
<br /> �011
<br /> e)lL a J L M�IN Ho a �-E Harmonyv,r f �-a' a � Q
<br /> 3 o Harney '' �` Harney` � Ln.
<br /> 9 n Ln Handel a hP1f a w �'.
<br /> r tsdole e 6 E;fOYE CO.
<br /> 0
<br /> pd. cc
<br /> Haiaht Rd Sch.' Atkinson Rd. 3-60 ouM a
<br /> �.4 4y / I / I V i / ! •.: a
<br /> Bear L / / aV 4✓ V T ��Ty�
<br /> A �D�T1011/ DDS Tf� �1/D�Ty Day
<br /> Cora st Rd.
<br /> I c �� rr
<br /> t ��`coLaNv � JFrazier•� Rd.
<br /> yA� Rd 99 f5= � tf s8 Sct�.-�
<br /> Eight Mile S, Road Eight Mile Rd. /—�
<br /> °f .p c, A y U Me55tick Calaveras
<br /> ��! �D[.// /� /✓ c7 o Qu nick ccd4 x T
<br /> �� D f�AS4�" �'i?7 ���✓���! � EAS7tlIEw, Rattn m m ro Rd� I`Oo
<br /> BELLOTA�
<br /> N a N Road Comstock Road E
<br /> S�/ Y CoA ��� �� s�' `r �a- Coln m -6 -Eclem Rd. ��J
<br /> Z� D/��j/^�///y�/A Mora a r y Rd. � � Stot a a 4r �. C7
<br /> A f ! ! , f ! / a onv l� r �, 'z o_�a / M
<br /> Z
<br /> H;W WATERLOO WATERLOOgak,r Ln- U3 4�ti
<br /> O r ' SC".
<br /> �� O ono o� 1, 1 0)0 � — Grant avis
<br /> �1__ �—Ketcham -Fr'nt, Broadway cc
<br /> V• 1 iZZt�.r 00
<br /> a �:14a �a r tD c Oak Ave. r
<br /> aaVc' y a Q Fairchild Ln. Flo d Rd. Rd. Floo
<br /> �� �{( Ll I, L aA° ta o s ao�^ 0 d s man Rd 26 LIN DEN .�' ��Flnnd Jb
<br /> �� _
<br /> f}a T (� � ,r
<br /> -,el I�/p��� ��d^ T �t� �o o q fi
<br /> i� + �}` f YA ' pt N .�rZ G m 1.11 c ° Tobacco � -U c
<br /> 1 :J"
<br /> y �Jlt" u A Prasher Rd. ti�' .
<br /> `" �-
<br /> A 41W
<br /> c949 y0 l� /AA T.� f�
<br /> ;fs 6 /9
<br /> Ql/AS.�/1/lC'I� �� �� • • � 3�.C.
<br /> ' e �5B 5 /9
<br /> -g1/J:e X13 • y 3�1 C /� /
<br /> 1 I /� i ', ► ���-q� aiS. �3 Q �� .. • • S /9 5'/ ' �'fFfC'L�T�D/ YS
<br /> �pT4
<br /> B. /7
<br /> '0 j a 6) I • • • q ¢ /9
<br /> 1 . ALL IMPROVEMENTS TO BE DONE SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS
<br /> � 9, �' - �� �� E. - � � V I i ` '3 � � I I /:",4.� DF SAN JOAQUIN IMPROVEMENT SPECIFICATIONS AND STANDARDS AND THE LATEST
<br /> I I I; ZoTe•. I GEfr1lDs'�,Q' !B • • • �f' 4 /9 EDITION
<br /> /_ 6' ,4f� OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, DIVISION OF HIGHWAYS
<br /> STANDARD SPECIFICATIONS•
<br /> � � 80 . '4 y ` � T. �a%��E •;� �s�szs. .� I ter' � '�,� 2, BENCH MARK: BRASS PLATE STAMPED SR-17
<br /> I I FTi I l2 0 00
<br /> 0 .3oys�'G. �j/�. '���� 1 'I ` I e. �- I r�.��i DS, 1�/ 3"fl.�'. SOUTHWEST CORNER OF BOX CULVERT, 2,000
<br /> I L CQ IT,Q5 I1 --- o ---- --- -------
<br /> G �y f�6 • • „ ,5 /,9 FEET EAST OF 99 FRONTAGE AND 20 FEET NORTH OF CENTERLINE 8 MILE ROAD. E.CEI/,�Irraly•
<br /> � narr��rr.
<br /> 1
<br /> srov f __—_ _ — -��1�$ ��'C4/Y�l.✓D PLAL' 19 ��� ¢ �9 3. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS
<br /> syr i �'E= �D' 6A.9 BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE
<br /> IS TO,8 B1= USED. AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO
<br /> to WK 06z/. / 29. I Q14:30. 3-' I `W_S,/, %/ q✓�C'/��� ,9 i/1.C.
<br /> I I � _S I Q /9 4- LINES & GRADES: ALL DISTANCES AND MEASUREMENTS ARE GIVEN AND WILL BE MADE IN A
<br /> HORIZONTAL PLANE. GRADES ARE GIVEN FROM THE TOP OF STAKES OR NAILS, UNLESS OTHER-
<br /> I +� t9. ���' r�rJ- i �� -"' C.4ffy . ,q.S' C/.�C' 1F � ap
<br /> 's.4.C. WI SE NOTED.
<br /> � � � � !. t'l/�lP S.7ATIDIY�' Z ,. THE i � D r 2.4cJ aR ME CONTRACTOR SHALL PRESERVE ALL STAKES AND POINTS SET FOR LINES, GRADES OR
<br /> -- f � ,.® � G�-�/f� MEASUREMENTS OF THE WORK IN THEIR PROPER PLACES UNTIL AUTHORIZED TO REMOVE THEM
<br /> „ a� 6 BY THE ENGINEER. ALL EXPENSES INCURRED IN REPLACING STAKES THAT HAVE BEEN REMOVED
<br /> rfpro > > � - r SHEET 1 : GE:PIERAL PLAN & SPECIFICATIONS � tel//� - ,� WITHOUT PROPER AUTHORITY SHALL BE PAID FOR BY THE GENERAL CONTRACTOR.
<br /> U
<br /> o I ON RACTOR.
<br /> �`� �J.?/G' sE�f.�ACf� � r
<br /> SNs � i �► ,1+ ilk I SHEET 2. Gl�HDING AND DRAINAGE PLAN p�� �Ci���C 4zZZZ�J� E,gsEi1���1%T 5 ALL MANHOLE, LRMPHOLE AND WATER VALVE CASTINGS AND COVERS SHALL BE AC,JUSTED TO
<br /> FINISH GRADE BY THE PAVING CONTRACTOR AFTER STREET IMPROVEMENTS ARE COMPLETE.
<br /> SHEET 3 : G€-ADING AND DRAINAGE PLAN T IT
<br /> f /j C/ /G l� CO�YIPA/YlES
<br /> 6. COMPACTION TESTS: PAVING CONTRACTOR TO PROVIDE COMPACTION TESTS IN STREETS AS
<br /> K_ SHEET 4: STJRM DRAIN PLAN y�/,�p"�'� ,�TD�'/Ll REQUIRED BY THE SAN JOAQUIN COUNTY '
<br /> � I I.�fi�AllY ". Q AT THE CONTRACTOR'S EXPENSE.
<br /> "r cJcq- I �o' SKEET 5: Sl ORM DRAIN PLAN COl/NTf�:'ER'f/!G`E.�iQE`� � 7. DUST CONTROL: APPROPRIATE
<br /> z• _ IDUSTCf
<br /> 0 JTROL TO BE PR
<br /> •� ��• i o� �� � � I i ;� .-- .,SII I� � 2P ORM� � PROVIDED FOR THE ALLEVIATION OR
<br /> I 1 I I Ir I •■.. fr�~ Z• ��N1�'fff�f S�`GU�, PREVEN OF-DUST..NUISANCE, AT THE CONTRACTOR' S EXPENSE.
<br /> ' SHEET 6: WATER PLAN -w
<br /> 1 �, �' `� I ' I f d l9• �v- �G I I r` f�iSalYATE �EPrlC�' ' 8
<br /> 3 24 I M O I II T THE CONTRACTOR SHALL COMPLY••..WITH ALL LOCAL, STATE AND FEDERAL SAFETY
<br /> REGULATIONS
<br /> SHEET 7_ WI ER PLAN PERTAINING TO HIS OPERATIONS. HE SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES,
<br /> � . a
<br /> FLAGMEN OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY. THE CONTRACTOR'S ATTENTION
<br /> o ,� — ?' 4! �f�D�Y = Poc�Fice •cue/� IS CALLED TO THE REQUIREMENTS OF TITLE 8 CALIFORNIA
<br /> I � I . . .moo; ��o'P��•-..-I I �1c r;, ._.. I, �r-. , I I �• t- 3.f PLAN AND PROFILE ADMINISTRATIVE CODE SUB-
<br /> r I C tM !(/. YO�frU .QY�• CHAPTER 4, ARTICLE 6, "EXCAVATIONS, TRENCHES EARTH c
<br /> �s r I I �--�8 LL n I SHEET 8: EIGHT MILE ROAD S a�-,�f0�� �Qr OF N JOAQUIN COUNTY STANDARDS. OR SEE ALSO SECTION 5
<br /> SA J EARTHWORK."
<br /> Tr 9 ,eO 7
<br /> !~ S 9. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
<br /> i 1
<br /> y SHEET 9: E BHT MILE ROAD & LAS POSITAS CIRCLE RESPONSIBILITY FOR JOB
<br /> SITE CONDITIONS DURING THE COU
<br /> 1" Cao V/ �` I 1 _ - __ _ - -- -�
<br /> RSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
<br /> 'y' i 29 \ -- SHEET 10: QUASHNICK ROAD Cds. ��CCr�flIC SAFETY
<br /> AND NOTOF ALL
<br /> LIMPERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
<br /> V I ! s'w<s�I ISHEET 11 : U ED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND
<br /> IDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
<br /> v `� 3�' �5�� 4,1 o�� Q ASHNICK ROAD & EL GRECO DRIVE �oc��iC Gos �l�cfTY,
<br /> REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
<br /> SHEET 12: OAKWILDE AVENUE `� �s��a/j�. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
<br /> f I I I r I SHEET 13 : OAKWILDE AVENUE 9 21,D�'?' C4 E�JUIiJEER.
<br /> Pfrarf� C 2�9� 5�lolp -�SBt • • !7 4.
<br /> d2.1 ZS
<br /> r
<br /> I ym , rte i ii i ij I 6 SHEET 14--__0 KWILDE AVENUE �-
<br /> 1 . ENCROACHMENT. PERMIT SHACIO LL BE OBTAINED FROM SAN JOAQUIN COUNTY BEFORE BEGINNING
<br /> °U, I �" �5 ' zo SHEET 15: TUDOR ROSE GLEN WORK IN EIGHT MILE ROAD OR QUASHNICK ROAD, A PERMIT SHALL BE OBTAINED FROM
<br /> c b 5'heefs THE SAN JOAQUIN COUNTY HEALTH DEPARTMENT PRIOR T CONSTRUCTION ONSTRUCTION ON WELLS,
<br /> g�7 � � SHEET 16: Tf;DOR ROSE GLEN & LAS CASITAS C�,QCCE. J'a� r/67d Uj��D�.Q�yllf/��%/,5�//L'� 2. CONTRACTOR SHALL LOCATE AND PRESERVE ALL
<br /> Q FACILITIES INCLUDING GAS, WATER,
<br /> SHEET 17: E!_ SANJON DRIVE � fQ f IRRIGATION, SEWER, POWER, STREET LIGHTS, TELEPHONE AND OTHERS WHICH MAY BE
<br /> J����✓� 1�r'��1�'�� �,�:✓f���'
<br /> IN THE AREA OF CONSTRUCTION. RESPECTIVE UTILITY COMPANIES SHALL BE NOTIFIED
<br /> `✓ PRIOR TO COMMENCEMENT OF WORK,
<br /> ✓✓lam SHEET 18: LOS CERRITOS DRIVE �D Ie '�_. �0 _
<br /> SHEET 19: ESCONDIDO PLACE � r� Ill � ,�, 3. A 10 FOOT PUBLIC UTILITY EASEMENT IS TO BE PROVIDED ALONG ALL STREET RIGHTS-
<br /> OF-WAY ',
<br /> CALL USA TOLL FREE SHEET 20: Lir MIRRDA WAY - \
<br /> /f/DT Q '� 4. P. G. & E ' AND PACIFIC BELL FACILITIES TO BE INSTALLED BY THE RESPECTIVE
<br /> At
<br /> UTILITY COMPANIES AND ARE TO OCCUPY A JOINT TRENCH IN THE 10 FOOT PUBLIC
<br /> 00'642-2444 No residential construction shall occur on Lots /5, /6 . /T , At they time of acceptance of improv encs, ` kwilde Avenue, SHEET 21 : STORM DRAIN POND PLAN ,yQ%�/pQ U/lIlprl�l� '
<br /> 33, 30 , and 3t within 193 feet from the roadway edge of Q ,� Ce�CC�� fa/J�l/r�l'l/ UTILITY EASEMENT.
<br /> between Los Cerritos Drive and E1 G eco Drive, E1 Sdnjon
<br /> Eight Mile Road (65 decibel community noise equivalent SHEET 22: PUMP STATION BUI NG PLAN
<br /> at Las e declatasred
<br /> Circle, and Tudor Ro e Glen at Escondido Pl . �1 -�� 5. WATER MAINS AND SERVICES TO BE INSTALLED BY THE DEVELOPER ACCORDING TO THE
<br /> level of 263 feet , plus minimum rear yard setback in an shall be declared through hi hways. l /.7CIfe SAN JOA UIN COUNTY
<br /> RR-65 zone of 30 feet) . • SHEET 23 : STORM- DRA TION Q STANDARDS, SECTION 76.
<br /> BEFORE PLANTING TREES TRENCHING to • � _
<br /> DIGGING FENCE POST HOLES.BLASTING 6, SETBACKS AS REQUIRED
<br /> f'ENC�yA?,Q,Q,r(: - I. H 24 0 N DISCHARGE LINE / QUASHNICK BY ORDINANCE OR DEED RESTRICTIONS.
<br /> GRADING.EXCAVATING .DRILLING.PIPE Q ROAD
<br /> PUSHING, ETC., CALL UNDERGROUND CfdrS�LE� SQ�q,Q� Q ovt,y� so�r��. Esr �-oR�rE� of ,Q,�rr�,Qb,�� Leach field areas are to be provided and designed 7. THE CONTRACTOR SHALL OBTAIN R PERMIT FROM THE SAN J
<br /> SERVICE ALERT FORUNDERGROUND• for each lot based upon the percolation test results RESSURE TANK & WELL SlT >> OAQUIN BUILDING DEPARTMENT
<br /> CLEARANCE. cArE �asr l6(/�rf��/Gflrs�, DNry� sa�r,� 5'rd� of ��G� �11��C�4�O/lfp�Cl�%�� �l �* f PRIOR TO PLACING FILL ON THE LOTS.
<br /> ��. , WEST OF .i',41L.9DA/J A�(/CJ E�4a�T of p,�ov��-� s-lT obtained by the developer. Leach field .locations,
<br /> WE WILL PROVIDE INFORMATION ABOUT, 67 , Uses. �,qrU,�, separation and designs are to be in accordance wit 26 : WELL PROFILES & DETAILS 8. THE CONTRACTOR SHALL FURNISH
<br /> FA LOCATE AND MARK UNDERGROUND all applicable codes and ordinances and shall be AND INSTALL ALL TRAFFIC CONTROL SIGNS, STREET
<br /> FACILITIES FOR YOU, SH 2T2e STANDARD DETAILS lJGl �• - �,. 7-�"J' NAME SIGNS AND PAINTING IN ACCORDANCE WITH THE COUNTY OF SAN JOAQUIN
<br /> approved by the local health district prior to +Jr ? IMPROVEMENT SPECIFICATIONS AND STANDARDS, AND THE STATE OF CALIFORNIA
<br /> building' s construction. J DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
<br /> CO�YST�I�'Tl4N Sr�4r�lNG Clr4f�lClTl� LY,4l�/I�,Q ..Q,00�ved fie /.�%r�c�i• o.`',aU�l� 1�vo�,�-,
<br /> REfFR TO:
<br /> nnn■r i -- � Medef100}Ilse
<br /> THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH°.'THE INTENT THAT THE FIRM OF� G'4!/fTfs/ O J�O,l. f/ODQ!✓f'�1'; �a>>�lYIlO R oY A. G A L t I R.c.E. a n 4
<br /> ENGINEERING ��� ��1 �'"'�/ ' Drew " �IZZA" JIMMY G. BATEMA S. 4685
<br /> MID-VALLEY ENGINEERING, INC. WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE /
<br /> - COMPLETE PROJECT. IF, HOWEVER, ANOTHER fNGIHEERING AND/OR SURVEYING FIRM SHOULD Dal * �•-r 8B �
<br /> SHEET
<br /> SURVEYING /� 7�
<br /> BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE ISpT�: PLANNING A�!✓ s��CIF�c�ITlb/�/J� s . .:
<br /> HEREBY GIVEN THAT THE FIRM 0>= MID-VALLEY. ENGINEERING, INC. WILL NOT ASSUME ANY • ` �'
<br /> REVISION
<br /> RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, .WHICH MIGHT OCCUR AND WHICH COULD 20NING J �b �e...lJ 8l3 s ..r. Out * Dr . c r i 4 i o e A d•
<br /> HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF MID-VALLEY ENGINEERING, INC.- HAD ArVA
<br /> � �_+, �+� �PERFORMED THE STAKING IJORK. "W4,41 Satiiv XQf��; '� JV/401 W7 c k• e _ Q o Co. �Evisia tis -720
<br /> P.O BOX 816 900 H STREET , SUITE Gof 4
<br /> File No.
<br /> firENiQ� . lA'Y{TA, f�'E2IZSB MODESTO CALIFORNIA 95353 (209) 526-4214 S.411 e_10.4QI1//t/ co
<br /> f
<br /> :K -
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