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"' CO. <br />= Atkinson Rd. a Duaev <br />Z/Ea /�r'T SIT <br />1\9Eight <br />t Rd. _ t IcGt_onv. f.��t ""a - scrr.-Mile Q , Road Eight �~ Mile Rd. <br />J <br />7%:-) I19,500 <br />PQie�� OOKi <br />Rd. II <br />r. Y <br />4 <br />m .s�view. nano n - v <br />a ' 9,td� %P* C a• ' Ca`o°to1117 fio °° <br />Road <br />I Gomstockw <br />yHoaa <br />•� <br />.• E <br />C9 <br />Rd. <br />-DAvA� . <br />' <br />-- <br />WAT__RL00Baker <br />-- <br />aClem <br />s <br />- <br />--- <br />2 Hildt6 <br />WATERLOO <br />3 <br />, <br />o i ono <br />gSCH. <br />$ <br />a <br />a. <br />- Grant vis <br />'Broadway <br />S <br />8 0 <br />'m <br />�� <br />Fes -Ketcham F <br />nt <br />6. 0°0 <br />} e ,� <br />e�? Fao child <br />Oak Ave <br />FI Rd: <br />Rd. <br />Floes <br />�Qcrac. <br />m. <br />a <br />Fan <br />Ing �� <br />LINDEN.r'..iFlood <br />/ <br />SG01 <br />o o <br />s <br />a. a 26 <br />, , <br />16 <br />s�•O <br />r o muE <br />E <br />raft <br />�''e�' <br />Ptot m'lZ <br />Doom o <br />m <br />0 <br />Tobacco/o � z •c <br />• <br />- ... <br />6N <br />o....l..._ <br />r <br />!i/C1/Y/T)_111 W04147 <br />/YD 5C14LZ- <br />Spe_4rfFicgTfO�.s - <br />1. ALL IMPROVEMENTS TO BE DONE SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS r//e CO!/A/TY <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. tel , &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/iyl• SETf.�AC,Y //yam WITHOUT PROPER AUTHORITY SHALL BE PAID FOR BY THE GENERAL CONTRACTOR. <br />4 ��I i I i SHEET 1 : GENERAL PLAN & SPECIFICATIONS <br />PUS 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 / � � � � I 95 I FINiSH GRADE BY THE PAVING CONTRACTOR AFTER STREET IMPROVEMENTS ARE COMPLETE. <br />�' I y=w �� �� I 4Z 47 N I 6/ I `�" SHEET 3: GRADING AND DRAINAGE PLAN &7A,'1TY COHJPAoV167, <br />32 I , I ,� '� 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 />=,� 3/ -Q I � I,--'sa',gs.Y� � I I I - I y\ SHEET 4: STORM DRAIN PLAN K/,4TcS/�! BTD�h1/JRAI/Y.4CE.' ' <br />I I w e eL. I `� SHEET 5: STORM DRAIN PLAN COl/NTYS'ERY/C6 41Pe, 41IEG 7. DUST CONTROL: APPROPRIATE DUST CONTROL TO BE PROVIDED FOR THE ALLEVIATION OR <br />62 i 8AN1>A,9W6r4:f1YER' PR V F DUST NUISANCE, AT THE CONTRACTOR'S EXPENSE• <br />m rz <br />33 48 <br />I I N I ¢1 I SHEET 6: WATER PLAN <br />I I I I y8s I N d*W1VWTE SEPTlee)YWel_W 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 />V 23 I 30 I I I I SHEET 7: WATER PLAN FLAGMEN OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY. THE CONTRACTOR'S ATTENTION <br />I 24. I � I 53 63 �'ess�- - I ' • <br />h I I I I a TE�.FiDl7�OryE :' PveiFc de/! IS CALLED TO THE REQUIREMENTS OF TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, <br />PLAN AND PROFILE t SUB- <br />PLAN <br />I I 47 I I I d 4�/ Yo�frrsl ' .9YE.' CHAPTER 4, ARTICLE 6, "EXCAVATIONS, TRENCHES, EARTHWORK." SEE ALSO SECTION 5 <br />w I SHEET 8: EIGHT MILE ROAD S1gCXjfG7l7 L`4. JOAQUIN COUNTY STANDARDS. <br />�O'BSFL. a4P.//E....�- <br />I 9520 ? 9. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB <br />f`l ' . 1 L_t� ESCO�Sl IlJO PL. 1_} 5z I <br />�` I I I �`F SHEET 9: EIGHT MILE ROAD & LAS POSITAS CIRCLE <br />ZS '` 'I I------- ------- 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 />29 - - - -�-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 lfie,111 COS E/c�Cf/yG' �o . 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 />- SHEET 12: OAKWILDE AVENUE 99040 N <br />EXCEPTING N/coS/`LO/Je, EXG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE <br />,... 38 <br />26 .� fOC/ff0/1, Co, EXCEPTIN <br />I <br />I. ,O.,oU y � I -2fi-- 3�0 37 39 I I SI <br />95210 <br />I j <br />SHEET 13: OAKWILDE AVENUE <br />f'//pq�: (fig] ¢Cv!o'stSBl <br />I I GE/YE.�,4L /VOTES • y V I i 34 I I I � 66 I SHEET 14: OAKWILDE AVENUE _ <br />27 iit I I I I 10' � I �� 1. ENCROACHMENT PERMIT SHALL BE OBTAINED FROM SAN JOAQUIN COUNTY BEFORE BEGINNING <br />L�TYP .I ` f 1_ I SHEET 15: TUDOR ROSE GLEN 9h�efs /-�9�J roved G ' WORK IN EIGHT MILE ROAD OR QUASHNICK ROAD. A PERMIT SHALL BE OBTAINED FROM <br />I 1 • THE SAN JOAQUIN COUNTY HEALTH DEPARTMENT PRIOR TO CONSTRU <br />CTION ON WELLS. <br />SHEET 16: TUDOR ROSE GLEN & LAS CASITAS e*l?ezE. ���/�LOIA/!/ClI/f%l/✓///LYS 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 �/J{�//D/J/�r/jfa/ y`Q/ffJ IN THE AREA OF CONSTRUCTION. RESPECTIVE UTILITY COMPANIES SHALL BE NOTIFIED <br />�Jr I�JrlJ �lJ���✓J <br />�✓li� J ��r J./� ` / f���JJJ ✓r��J�J J� SHEET 18: LOS CERRITOS DRIVE F" fe: 6_ zo -S&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 2D; LA MIRADA WAY I `` 4. P. G. & E. AND PACIFIC BELL FACILITIES TO BE INSTALLED BY THE RESPECTIVE <br />CALL USA TOLL FREE a UTILITY COMPANIES AND ARE TO OCCUPY A JOINT TRENCH IN THE 10 FOOT PUBLIC <br />NOTE•' Q SHEET 21 • STORM DRAIN POND PLAN iOWe// ! U%/!�O/l//f f%/co�/2'{��1�/D/!/Yl//C!!U <br />800-642=2444 rest tial construction shall occur on Lots /6, /6 , /7 , - --- Q UTILITY EASEMENT. <br />��' At the time of acceptance of improvements, Oakwilde Avenue, � I <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 :Z4 <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 "7' �� 6. SETBACKS AS REQUIRED BY ORDINANCE OR DEED RESTRICTIONS. <br />BEFORE PLANTING TREES TRENCHING NOTE' <br />DIGGING FENCE POST HOLES.BLASTING Q SHEET 24: STORM DRAIN DISCHARGE LINE / QUASHNICK ROAD <br />` j SET-:9EIVCNA�lA.V/Y� <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/adllf%iC !%i.4}/riC'f PRIOR TO PLACING FILL ON THE LOTS. <br />SERVICE ALERT FORUNDERGROUND C,4TE PD5'T lft/lTHL/G'fITS_), ,;,// 501/J�f/ St.OE OF E/GXT TLE obtained b the developer. Leach field locations, ' <br />CLEARANCE. ,Q/J. WEST of . IZl 9O,4,0 AsVrJ EAST OF /ogOC/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/ 44.67 , U S. C. S. /74iU.I4. all l <br />OR LOCATE AND MARK UNDERGROUND applicable codes and ordinances and shall be �fpf�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-ed:STANDARD DETAILS���'�,�,,4 ,�,11 ? IMPROVEMENT SPECIFICATIONS AND STANDARDS, AND THE STATE OF CALIFORNIA <br />building's construction. � 5K% ZBGj <br />BA+ 2-8"ASON2y 00044 In- -i'l6ML ��'' �`�'`' DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. <br />UI `T FLA hl �vt �atC�t\; 'I .Qg�7lby�9a' dri•�fie /Ji!«b/ vf.�UfiLiCX/o�tf5i REFER TO: <br />CoIVSTRl1L"TrON 5T,411Y1�G CG4f�lClTY N/RIllr � Q q ��J , Made,,.o„Ice <br />'` �lO .7�r�L/.�9i '(' 0�%'�7'lQ:' G4..(/���� /'�AN �t?ILL�R ROY A. GAlll R.C.E.16071 <br />13 Y <br />ENGINEERING Draw w <br />I �t DATE (,Z- (g-8� JIMMY G. BATEMA .5./685 <br />THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OFAll <br />MID -VALLEY ENGINEERING, INC. WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE iZ L it Ito 0 Z Q- a D.t. SHEET <br />COMPLETE PROJECT. IF, HOWEVER, ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD _ SURVEYING AN!✓ Sp�CIF/CAT/D/Y•5' Sal.; r'�"Qo' <br />BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS © REy I S€ Lci"yly'S AS S4 rOW N QgIfP: PLANNING <br />• • i Jeb Ne..A/ Br� S gab. Date REVISIONS Deserl te e A el. <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 elWl cb.�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 />f!E/!/�>v JYlR!{TA, 1�CE21238 MODESTO CALIFORNIA 95353 (209) 526-4214 1 4`0L/117 -Y <br />f <br />