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35.q 36.3 30.13
<br /> STORM DPAINAvt✓
<br /> N. `(2o 36` 15"E• GpIt.2e'
<br /> 3�aro
<br /> lil51RtL 25 POND ELEV. 3.0 3Q3,q (,] 38
<br /> 0.
<br /> r1."c.M.P. BOTTOkA 355 td ( { ( 36_-(n_ - A
<br /> I W c�`o�Cott-$I W CL 5WALE T 5' BoTTan o 1�No
<br /> Z �" TbP 0>= A711D �:,� x,_ ul
<br /> � SRM PQub p ckrtY ,Q 34.3 34 t 34-1 5+0 � � � 4 � 50 � � � V4 Q 3ZSwALE I a-T'x 54 PERIMETER C U k 87'x q 4 �c l BOA ror/�L w 4' 8 35.6 TOP or SWALE 33.4 - SIDE SLOPE-5,1135. BorToM LEN. I
<br /> F-DGE OF Flk'4EM ( � � 1 ( `
<br /> = 5.1 5.18 PAM PY COURT 35.1 5.2 I `V k) � Q q,r LTJ `�
<br /> STA rag 16' S7ft. !00 3@i.3 36 b STA.Z+10 STA2}3 �'
<br /> STORM DRAINAGE POND CROSS SECTION PONDS 12 3
<br /> 3 GRAVEL RD. NP�TURAL GRouND 1 FlN15HF� GRADE I , { � ( { 4 �;,� Ass 4 (�„J 4 C -� -� S - Z j- - - - ( 5
<br /> AL-
<br /> 0+00 1+•00 2 ro 0 2+50 2+zo � �� �;J � r� w� r� 4 4J
<br /> 33. I O I (� iJ� ' .,� � /Sp t `l.:l fit;� Q � u N
<br /> DETAIL A 35.5 ��� '
<br /> l
<br /> � NOT TO SCALE I� U i , iv 0 0 � !2 ooa Q.FT _ SECTION
<br /> �uSnNG I ° LEACH FIELD AREA / - N.T. S
<br /> CONCRM wLN R`( a�.�$ ( 4 („J V) U) L:� ;, (,,;J (�;}
<br /> O N 1 1 PiTS((RE(�)_ _ __!
<br /> 4', I�1D�PiTS 4:� 4J (�3�0-8 Com} 370 37.0
<br /> � � � .�;.� - � � do � �
<br /> AST C) 2-4&VALVE PIPE
<br /> 1 � J� .� 4;.� �aJ 4ti.) w r' 4:� s �w✓ &,.1 i �KJ "1�1 �.J' to! 4 `t✓ ka/
<br /> ICJO R 3rn`'STAIJD PIPE `� ' �t� �W �/ 'lam zf!, PIPE
<br /> PP �_t EXIST S.T_ O-O - - - - - _ £y�VALYE
<br /> 10 7 a w I E i S=X157.
<br /> gN ue►fi 36.5 1 4) 4 Cu? 4
<br /> N HOUSE 5� QP
<br /> 2*"STAKE)
<br /> 6-VALVE
<br /> 1 . CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
<br /> Lys) 3zZq I3Z.p 37.1 JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
<br /> LL
<br /> _ PROJECT , INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY ; THAT
<br /> HOME ,� 4,1 4v� t (�,� [ ) l THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
<br /> Q IIn m (E) PATIO I N a I NORMAL WORKING HOURS AND THAT CONTRACTQR SHALL DEFEND,
<br /> J FL--3+11
<br /> I I ti I } . 4'J 4;,3 [ 4,� 4,� 4tJ INDEMNIFY, AND HOLD THE OWNER, AND ENGINEER
<br /> ra"c_M.p ST. SIGN Er 570 swN 3�F•0 HARMLESS FROM ANY AND ' ALL LIABILITY, REAL OR ALLEDGED, IN
<br /> P 3f3 '
<br /> LocATkoN 24'0 SEE DETAIL A 32.8 I Ems- I CONNECTION WITH THE PERFORMANCE OF WORK ON..THIS PROJECT.
<br /> uj�uj
<br /> I `� j � 4'•1 4:1 4:J 4j (,;) 4:3ou
<br /> ,�� 3$.2 33.1 < 10' PLE. WELL _ 2k"5r>\NO p4PE 2 . PRIOR TO PERFORMING ANY WORK WITHIN THE ROAD RIGHT-OF-WAY,;; THE
<br /> L(i �" 3 SEW I N72° 3B'►a�" 28fo.3o SITE o iS / Ywl CONTRACTOR SHALL OBTAIN A ENCROACHMENT PERMIT FROM THE SAN
<br /> =NSTALL.25`-"12"C.M.P. Iv A m `� r�t.z2°3S!5" E. 2kD.()Q' 34 T -_ ��,�,l 13 l _ -1 �.._._ j Q
<br /> EWS-nW& 12" C°uCKtE �3q 3¢1 - -+`- � j G i p�tv� - `^�'' - ` I N p o r/ JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS. _
<br /> 3.80 SWALJv ,
<br /> 3�
<br /> SwrtLE 2 0- 5.k3 ? I 3 . CONTRACTOR SHALL OBTAIN A GRADING PERMIT FORM THE SAN JOAQUIN
<br /> I =3 .It = 34-.5 34: 95 \� 4J COUNTY BUILDING DIVISION .f.,� OU
<br /> Qt 00 �( 6 4 :' 360` N IiD
<br /> O +21.57 X12 OOD 5R-FT. LEACH FIELD AREPc
<br /> .'^ rk'4t 5 : 3 TYPE" BARRIC DE 4 .
<br /> I ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO SAN JOAQUIN
<br /> 4J 4J 4J 4,J
<br /> BENCH MARK: R.R. SPIKE NORTk 3b�4 `I � 7 ` y( ,�� 12 , ° (P'IT5 REQUIRED) 3 T. 3-7_z
<br /> FACE OF POLE, ELEV.=36:69 �' # 3 {,::r ;_l � �'' �- C ° gC,� COUNTY STANDARDS AND TO THE "MANUAL OF UNIFORM TRAFFIC CONTROL
<br /> �s6 !- MtE Tq'9E: MOVED 5.a 6. ` f I 0 DEVICES.
<br /> '.!'3.B T 3b:'t 35:7 --�_ - 3 � ---•-� I '�'�
<br /> 36 o uP �` 5O5 . ALL COMPACTION TESTS, AND MATERIAL SAMPLING AND TESTING SHALL
<br /> 5.a 1QOO' X
<br /> 20CL23` I � �1
<br /> I �oi•3R 11.'72° 3B' 15"E. SW FE ` � � � � BE THE RESPONSIBILITY OF THE DEVELOPER.
<br /> ALE C WALE 1t1�3 $J5 s
<br /> 4 HOUSE {SP1 CY`(R� I ( f
<br /> yppuE� \ w 6 . ANY CHANGES ON THE APPROVED IMPROVEMENT PLANS AND
<br /> al 35.8 °� N72°3015"E 27R.3(o SPECIFICATIONS MUST BE PREPARED AND CERTIFIED BY THE "CIVIL
<br /> ti I
<br /> In m FL SWALE I I \ �� ��� I � t"� j- ENGINEER" , AND SHALL BE SUBMITTED TO THE DIRECTOR OF PUBLIC
<br /> 1,1 SEE DETAILB f
<br /> Co {�C I,J ��01 oa Iag.Cn2 � WORKS FOR APPROVAL PRIOR TO IMPLEMENTATION .
<br /> . 0 Lill TEMPORARY P v �i riaJ t�J' (tJ tc:� ' I �i
<br /> = I BENCH MARK : R.R. SPIKE IN N.W. I R� 24 STAWD PIFU,
<br /> I�41 I FACE OF POWER POLE ELEV. 36.92 ` �n 6-VNL� 5 J C`'� (`"� L6 7. CONTRACT 1F -AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
<br /> rr �x(ll O of
<br /> II yPU•CO a RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
<br /> IT1N� cAcccH ttJ OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
<br /> RIM ELV.=35.44 355 5.Z �k1 tF I 1 / , 1 l �q o' , /, } r , 1 � ,} 8 r� 3Zo 37.3 PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
<br /> EwS C. PANIN� Cif �� (U-� �' �,:1�' [l�,,I ��" l��' c�J CONTINOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
<br /> 4,} 4:J THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
<br /> r?-
<br /> ' D I coi5iscnRE cu1�tRT i rd , PITS a + ISO ~- in H0MLESS , THE COUNTY OF SAN JOAQUIN , ITS ELECTED OFFICIALS ,
<br /> N u I ! °O Q � (� 9 I C� K C ! Q 3 ( j � � 0 � 4;) OFFICERS , EMPLOYEES , AND AGENTS FROM ANY AND ALL CLAIMS ,
<br /> go EDGE. 05 PAYOMt✓NT z 1 ���/// I IU,coO SQ.FT. LE" FIELD AREA 0 QTS 10 R , 0COSTS OF LITIGATION , DAMAGES , AND ATTORNEY' S FEES , WHICH ARE
<br /> 1r-- 34.2q (E) ° X Q , r , WELI � �``� �`^� �``� `� CLAIMED TO HAVE OCCURRED DURING THE TERM OF THIS PROJECT .
<br /> I �,{, (� C� � SITE
<br /> E3, ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE COUNTY OF SAN
<br /> IVi1 PAMPY COURT lo' Lt,`,�k1 r., , 1 ( 1 r , (/� (.� Ct,� z2C° JOAQUIN , PUBLIC WORKS DEPARTMENT BEFORE BEGINNING OF WORK.
<br /> ZQ 34.I1(F} �v =`W 'l�J 't�J �N �.J "W Dj�RpAvti ARRGE OWS CTiON
<br /> �1ST, F;aNC,E EX15T}1�G GRA.VEL ROAD O I
<br /> J O+St 36.0Z:UA�IJVE�
<br /> +0 +DO 36.4 2t-50 2,•+� v1'i O 501 - CT�(R)
<br /> • II STA.Dr 5 A.Itod I I 5Tk?.+10 STA.2+35 _ - -" EXIST GF?auNo
<br /> 1 I 3(0.4 16' F-OGE OF PPOEMENT (TIP) 37.8
<br /> W 1 5.4 5.1 35.1 5. T©P OF SWALE 3(n,l l 3G 2 36.4 37.1
<br /> 4' 34 33.Qo 1 SWALE 572P 38'15'vw
<br /> 5TA. 2+50
<br /> 25
<br /> I� 35.8 STA I t s 35•� 35 T .;t9 36.1 3 GA3 36.3 36.7
<br /> INV, 12" 34:2- ] 5NV•!'2�°� 2.1 ¢ 1 D
<br /> Ft 5WALL TOP o'F PSI
<br /> FIK16HED GRADE z NATURAL GR0109D J - BOTTOM Or- POND
<br /> 1 IN5"fi u- 12"cuLvFwr
<br /> �a SrA.I+?S To STA.1+4r3 I STORM DRAINAGE PORD
<br /> -Au 34-0 I BrnTo
<br /> DETAIL B Rojo
<br /> NOT TO SCALE SERVICES P��FiV°° LE GEN D
<br /> DENOTES WELL SITE
<br /> WATF-FL - PRIVATE VgELL j
<br /> DE=MOTES TREE TO BE REM�ED
<br /> 5ANITAR`( - SEPTIC TA1�1K ^
<br /> � PENorES L1=ACH FIELD AREA, SIDE
<br /> REO'D. 5�}OWN, WITH PITS REQUIRED
<br /> 5TORM - STORM POND L__ DENOTES STORM FOND AREA., EACH POI.1D
<br /> d� TO RETAIN DRAW#IGE FRO1k !INDIVIDUAL
<br /> LOT AND ADJACEIN-- ROAD , SIDE SLOPES
<br /> G u� SITE 1r1T0 POND 5HALI-.. BE 5; 1 .
<br /> r DENOTES CENTERLINE MONUMENT
<br /> uj z
<br /> a4 SEE DETAIL SHEET 2
<br /> �h
<br /> DENOTES TYPE'13" BARRICADE
<br /> 5EE DETAIL %j E1=T 2
<br /> DENOTE5 STREET . 51Gu-
<br /> 5EE DETAIL. 5'"F-ET F
<br /> IINOEN ROAD D FIN6HED GRADE
<br /> .tE� EX15Tis1G
<br /> EXP!I`�S
<br /> VICINITY MAP
<br /> N.T.S. v`�-'
<br /> O. 2009
<br /> t REVISIONS DABTENDECEM ER 1988 SHEET
<br /> APPROVED 19 APPROVED 4CL2� -�--- �9 NO. DESCRIPTION DATE BY n wONG ENG�NEERSy INC• PAM COURT
<br /> �+ PLANNING ENGINEERING SURVEYINGD I SCALE HORIZ I"= 4O'
<br /> u STOCKTON, CALIFORNIA SCALE VERT 1
<br /> IMPROVEMENT PLANSmsOF Two
<br /> � •� •-•,�/�!�f"112.c.��,1. � Cl� ,l.�.. .. ._._ DRAWN Z C W
<br /> R.C,E . NO. 14269 DESIGN WE FILE
<br /> AN AQUIN LOCAL HEALT DISTRICT HENRY M. HIRAT�4' DIRECTOR OF PUBLIC WORKS CHECK
<br /> SAN JOAQUIN COUNTY R C.E, 21,258
<br /> PRIPM0 ON olam Ito. facoN CLZAR►RFNT
<br />
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