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<br />!i/C1/Y/TY W04147
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<br />1. ALL IMPROVEMENTS TO BE DONE SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS T'/E4OaWlTY
<br />DF -SAN JOAQUIN IMPROVEMENT SPECIFICATIONS AND STANDARDS, AND THE LATEST EDITION
<br />Of THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, DIVISION OF HIGHWAYS
<br />STANDARD SPECIFICATIONS.
<br />2. BENCH MARK: BRASS PLATE STAMPED SR-17 SOUTHWEST CORNER OF BOX CULVERT, 2,000
<br />FEET EAST OF 99 FRONTAGE AND 20 FEET NORTH OF CENTERLINE 8 MILE ROAD. ELEt�gT/oiY
<br />r0l. ayl , &e O. B. Iaw7C f9.
<br />3. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS
<br />BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE
<br />IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO
<br />BE USED.
<br />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 />WISE NOTED. THE CONTRACTOR SHALL PRESERVE ALL STAKES AND POINTS SET FOR LINES, GRADES OR
<br />MEASUREMENTS OF THE WORK IN THEIR PROPER PLACES UNTIL AUTHORIZED TO REMOVE THEM
<br />INCJ��t' T4 ✓' GEG�lY/J BY THE ENGINEER. ALL EXPENSES INCURRED IN REPLACING STAKES THAT HAVE BEEN REMOVED
<br />I 5 Zh /����' \ ��l i 7 -►� I ,gsg yUlLij/iyG SETf.�AC,Y //yam WITHOUT PROPER AUTHORITY SHALL BE PAID FOR BY THE GENERAL CONTRACTOR.
<br />,1 4 ��I SHEET 1: GENERAL PLAN & SPECIFICATIONS
<br />`U �opu� ' 1 I I - P.U� PUf�GIC Ul/�/TJ�E.4.fE�/EiYT 5• ALL MANHOLE, LAMPHOLE AND WATER VALVE CASTINGS AND COVERS SHALL BE ADJUSTED TO
<br />" " SHEET 2: GRADING AND DRAINAGE PLAN
<br />V I / � � � 95 I FINiSH GRADE BY THE PAVING CONTRACTOR AFTER STREET IMPROVEMENTS ARE COMPLETE.
<br />�' y= -_ _ �� �� I 4Z `�7
<br />I N 1 '� 6l 1 SHEET 3: GRADING AND DRAINAGE PLAN &71&'1Tl/ COHJPAN/E�':
<br />6. COMPACTION TESTS: PAVING CONTRACTOR TO PROVIDE COMPACTION TESTS IN STREETS AS
<br />>»----- ,
<br />R QU RED BY THE SAN JOAQUIN COUNTY, AT THE CONTRACTOR'S EXPENSE.
<br />I,,gs.Y� � I I I - I y\ SHEET 4: STORM DRAIN PLAN K/,4TcS/�! BTD�h1/JRAI/Y.4CE.' '
<br />1 I I w e eL. I `� SHEET 5: STORM DRAIN PLAN COl/NTYec;- CE,41PEAaI`4G 7. DUST CONTROL: APPROPRIATE DUST CONTROL TO BE PROVIDED FOR THE ALLEVIATION OR
<br />w Ada ''1 5 62 i 8AN1,?;4A /S�'GYER' PR V F DUST NUISANCE, AT THE CONTRACTOR'S EXPENSE•
<br />m rz• � 3 3
<br />I I I 1 I I I y488s I SHEET 6: WATER PLAN
<br />/TE EI�Y9TE/h✓8. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL SAFETY REGULATIONS
<br />I ' O I PERTAINING TO HIS OPERATIONS. HE SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES,
<br />0
<br />23 I 3I I I I SHEET 7: WATER PLAN
<br />63 �FLAGMEN OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY. THE CONTRACTOR'S ATTENTION
<br />I 24. I � I 53 'ess�- - I ' •
<br />h I I I I a TE�.FiDflOryE ,wciFC Be/! IS CALLED TO THE REQUIREMENTS OF TITLE 8 CALIFORNIA ADMINISTRATIVE CODE,
<br />\, I PLAN AND PROFILE t SUB -
<br />I I I 47 1 Yo�frrsl ' .9YE.' OF CHAPTER
<br />4, ARTICLE 6, "EXCAVATIONS, TRENCHES, EARTHWORK." SEE ALSO SECTION 5
<br />w I SHEET 8: EIGHT MILE ROAD SIgCXjfG7l7 L`4. JOAQUIN COUNTY STANDARDS.
<br />T•� I 9520 ? 9. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
<br />I I - _ _ t � �- f`i ' . 1 �"� ESCO�Sl 11J0 PL. � � � ..• : 1_}� 5z I
<br />�`F SHEET 9: EIGHT MILE ROAD & LAS POSITAS CIRCLE
<br />ZS !Vow.. 'I I-------I�/tortE lG?�9J¢�-�TGY� SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
<br />i SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
<br />z9 - - - -�-j SHEET 10: QUASHNICK ROAD AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,
<br />,� I I CAS � ELECTiQ/C :
<br />I SHEET 11: QUASHNICK ROAD & EL GRECO DRIVE %fiC/iCIC COSE/c�Cf/yG' Co . IDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
<br />h 5/ 65 �o'vsE '-.. I REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
<br />9040 NN/ceSfLOYID• EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
<br />2641LZ. � -40�- SHEET 12: OAKWILDE AVENUE SfOC/ff0/1, Co,ENGINEER.
<br />9U. y I 2fi- 3�0 37 38 39 1 1 I
<br />95210 SI I SHEET 13: OAKWILDE AVENUE
<br />66y lraa stSBl
<br />GE/YE.�,4L /VOTES • _ I SHEET 14: OAKWILGE AVENUE
<br />Z7 iit 1 I I I I �� 1. ENCROACHMENT PERMIT SHALL BE OBTAINED FROM SAN JOAQUIN COUNTY BEFORE BEGINNING
<br />I� ze L�TYP .I(.,{ ` f 1_ I SHEET 15: TUDOR ROSE GLEN 9h�efs /-�9�J roved G ' WORK IN EIGHHT MILE ROAD OR QUASHNICK ROAD. A PERMIT SHALL BE OBTAINED FROM
<br />I 1 • THE SAN JOAQUIN COUNTY HEALTH DEPARTMENT PRIOR TO CONSTRU
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<br />SHEET 16: TUOOR ROSE GLEN &LAS CASITAS C/.QCLE. .fall ���/�LOIA/!/ClI/�%l/✓///LYE 2• CONTRACTOR SHALL LOCATE AND PRESERVE ALL FACILITIES INCLUDING GAS, WATER,
<br />IRRIGATION, SEWER, POWER, STREET LIGHTS, TELEPHONE AND OTHERS WHICH MAY BE
<br />SHEET 17: EL SANJON DRIVE e5JW11/D1J/17r/jfa/ y`Q/ffJ IN THE AREA OF CONSTRUCTION. RESPECTIVE UTILITY COMPANIES SHALL BE NOTIFIED
<br />J�JJ j�J // �Jr I�JrlJ �lJ���✓J
<br />�✓li� J ��r / J�>/.i�.�//�r�J./� ` / f���JJJ ✓r��J�J J� SHEET 18: LOS CERRITOS DRIVE F" fe: 6_ zo _� PRIOR TO COMMENCEMENT OF WORK.
<br />r 3. A 10 FOOT PUBLIC UTILITY EASEMENT IS TO BE PROVIDED ALONG ALL STREET RIGHTS -
<br />SHEET 19: ESCONDIDO PLACE �1/• ' " ^� $' OF -WAY.
<br />SHEET 20; LA MIRADA WAY I `` 4. P. G. & E. AND PACIFIC BELL FACILITIES TO BE INSTALLED BY THE RESPECTIVE
<br />CALL USA TOLL FREE » NOTEe UTILITY COMPANIES AND ARE TO OCCUPY A JOINT TRENCH IN THE 10 FOOT PUBLIC
<br />•' Q SHEET 21 STORM DRAIN POND PLAN iOII�GL'! 1%/!ea/l//f ///-e /rjw,�/D/!/.Ylno,,
<br />800-642'-2444 a rest tial construction shall occur on Lots /6, /6 , /7 , - --- Q UTILITY EASEMENT.
<br />' At the time of acceptance of improvements, Oakwilde Avenue,
<br />33, 32 , and S/ within 193 feet from the roadway edge of between Los Cerritos Drive and El Greco Drive, El Sanjon
<br />Eight Mile Road 65 decibel community noise equivalent SHEET 22: PUMP STATION BUILDING PLAN Lj1
<br />g ( Y at Las Casitas Circle, and Tudor Rose Glen at Escondido Pl.4- b �1
<br />g� 5. WATER MAINS AND SERVICES TO BE INSTALLED BY THE DEVELOPER ACCORDING TO THE
<br />level of 163 feet plus minimum rear and setback in an
<br />`- P Y shall be declared through highways. /✓l1fe- SAN JOAQUIN COUNTY STANDARDS, SECTION 76.
<br />f feet). SHEET 23: STORM DRAIN PUMP STATION �Z,. �` n�Q w ,�
<br />RR-65 zone of 30 feet �� 6. SETBACKS AS REQUIRED BY ORDINANCE OR DEED RESTRICTIONS.
<br />BEFORE PLANTING TREES TRENCHING NOTE' Q SHEET 24: STORM DRAIN DISCHARGE LINE / QUASHNICK ROAD
<br />DIGGING FENCE POST HOLES.BLASTING ` j SET-:9EIVCNA�lA.V/Y�11
<br />GRADING.EXCAVATING - DRILLING. PIPE Leach field areas are to be provided and designed 7. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE SAN JOAQUIN BUILDING DEPARTMENT
<br />PUSHING, ETC., CALL UNDERGROUND 'O "O.V 1�HEfor each lot based upon the percolation test results SHEET 25: PRESSURE TANK & WELL SITE �llf�/lD /iiD/adaf%iC !%i.4}/riC•f PRIOR TO PLACING FILL ON THE LOTS.
<br />SERVICE ALERT FORUNDERGROUND C,4TE PD5'T lft/lTHL/G•fITS_), ON7f4/2F' obtained b the developer. Leach field locations, ' CLEARANCE. ,Q/J. WEST of . IZl 9O,4,0 AsV/J EAST OF /oigOC/ECT 6/TE• y p SHEET 26 : WELL PROFILES & DETAILS 8. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC CONTROL SIGNS STREET
<br />WE WILL PROVIDE INFORMATION ABOUT, separation and designs are to be in accordance with
<br />EGEY4Ti0.1/ A4.67 , !1. s. C. S. /74iU.I4. all l
<br />OR LOCATE AND MARK UNDERGROUND applicable codes and ordinances and shall be ffpf�o,' G- Z,I�- NAME SIGNS AND PAINTING IN ACCORDANCE WITH THE COUNTY OF SAN JOAQUIN
<br />FACILITIES FOR YOU. approved by the local health district prior to SHT.2T-ZB:STANDARD DETAILS ���'�,�,,,�,11-�*'evi'lE(i�l? IMPROVEMENT SPECIFICATIONS AND STANDARDS, AND THE STATE OF CALIFORNIA
<br />building's construction. � 5K% ZBGj BA+ 2-8"ASON2y L00I In-� ��'' �`�'`' DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
<br />UI T 'PlAl1 �vl iC�t\; 'I .Qg�7lby�9a' dri•�fiB /Jil,r b/ vf.�Ufi�iCillo�rfai REFER TO:
<br />CoIVSTRl1L"TrON 5T,411Y1�G CG4f�lClTY N/RIll�� ��J , Made,,.o
<br />'` �lO .7�r�L/.�9i '(' 0�%'�71Q:' G4..(//'ZAN �t?1LL�R ROY A. GAlll R.C.E.16071
<br />y ENGINEERING Draw w
<br />13 I �t DATE (,Z- (g-8� JIMMY G. BATEMA .S./685
<br />THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF � 11
<br />MID -VALLEY ENGINEERING, INC. WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE iZ L it Ito 0 Z Q- a Deis 3-I dB , SHEET
<br />COMPLETE PROJECT. IF, HOWEVER, ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD _ SURVEYING AN!✓ Sp�CIF/CAT/D/Y•5' S�el.; r'�"Qo' ��
<br />BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS © �Ey I S€ LoT tw'S AS Si rOW N QgTfP: PLANNING
<br />• • i Jeb Ho..: Bl-4 S mE. Date REVISIONS Deserl te a A d.
<br />HEREBY GIVEN THAT THE FIRM OF. MID -VALLEY. ENGINEERING, INC. MILL NOT ASSUME ANY ® A.IDD suq- Z8AfZ88 CAL1Av`1'- ZONING ��j �►�•� �jg��b
<br />RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGNT OCCUR AND WHICH COULD l/Isl�1 ef, S- 14 4: 49 ��W / ,l/ ch.�k.e
<br />HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF MID -VALLEY ENGINEERING, INC. HAD /I %j%• nA A � :r��f 0 Co..�Eaisia�v� of
<br />PERFORMED'THE STAKING WORK. P.O. BOX 816 900 H STREET F SUITE G File He.
<br />1frE21238 MODESTO CALIFORNIA 95353 (209) 526-4214 3.Qy r/10.4QI/!/V 4`0L/1177Y
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