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HomeMy WebLinkAbout521 i .. ._. ,•..1.' _r. .-.. ,�.,.,ywt.- , .a....� }s }w-•f,�•+rsw._...�•..- .L T..e+4,.,,u,� .r.�.--.n--'... ...•J-. -r,..+:,'.+ •1'� •�_.:�../_ •._.' :•:. ;:» iQ j�y:» �• ... ... w-.• 1..... ».•• . . } ! Vic: : itXts•r FN. I .• ,,,,:, Acis RH. I �a3T F,K�� , .,.r.T• � . .� �.�. 71, -- , IN.ST•4LL 6' CV -F,,f'/ST/Nr �N C/YI,C c{�Y Mor ;� -� - ._.�, epi_ _ _ and Misc. Removals �!�►? Sum _. _ _L. L7 - Site Pr tion L S. ...., 2. Excavation and Gradin _ . S' 20,510 C.Y. Includes Lot Grading < 7/57' 7/.GAO' 3. 3' thick As haltic Concrete 4 �'� � �' S�.o/ -I 7roo> 7l GYI' sioo' -__ !.•�a __ �_ p _ - . 19, 40 S.F. � 70. 70.x 70. 94' 7094> 70.94' 70.9► ' 7094' 094' 70.94' 7094 ' 51.#6 3,�. 4. ]Asphaltic Concrete 96,260 S,F. C.C. Curb a Gutter / 2 3 4 �, ti �.__ �.. _ • _ . .._ _. ....- 6',325 L.F. 6 7 8 9 /O // /2 /3 /4 /5 /6 /7 6- curb only _ 157 L. Include Returns g 7. 1P C.C. Sidewalk 31,460 S.F. �-- ._ 8. P.G.C. Alley Approach 286_ _ _ .-. S.F. - I 9. 1 P C.0 ` - � Driveway Aprons 2, • 1 700 . 10. _ 1P C.C. Cross Gutter_a Spandrel . 1,204S.F. IZ _ _ S P.0 C Ribbon 811 Class "6" S.F. ` - •: a, � __�_��� ,_.__._._ 292 �. - � +� 12. I_P C.C. Steps per tail Sheet 1 Each • De Sh t 3 27 ��- �¢ �.3 �� �/ /9 /8 13, Street Name Signs 4 oO I 14. Street Stop Signs 1 Each :• , , , //75 ~��yyq' V ^°� p 15. Adjust Manholes to Grade 5 Each 1 2fo 9 \ r 63/5' ,2Sf '• ,, 48�. ti,AA • I 16. Adjust Cleanouts to Grade 6 Each ' w , • .� �17/s' ,S.,F09' 63.5 • C3.5d' 6350' 63.50� 03.50" ' 63��• � ;b' 9 �'� eek• ,�p . 95 WS MA ¢ , ,E,ET NsrQ« 6 N /4 36 r _ N - tier /NST�JL�G '�, 4K_ X860' s6.1r' • ; r� X303 4 �' /ns ty// 6 Fire d. _ GENERAL NOTE S so3' 2 � �� iz " �Z,�g• 68.60 696'0' 6GQ60" 68.60' 49.83 -�.r, \�� 44.�s n' '65.GY�' S3 � W � • ..• 67� I I. ALL WORK SHALL It DONE IN ACMANCE WITH THESE PLANS AND THE SAN BERNAMIM COONIT S'lANVARDS A" SPECtFICATIDNS. ` �/1St41/ (o~ f/re STREET MARKERS PER SAN BERNARDINO COUNTY STD. N0. 303 aE 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. Agfa 47 �� 49 ,✓O �/ �� •• , S. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS VALVES HYDRANTS ;- %� ` ETC. SHONE OR NOT •� �� ✓.� 5Fj t7 � Q SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS ✓ ✓v S9 �j0 , �O REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT. TO �E DONE SHALL BE + j• S. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SUBDIVISION SEWER AILD 1►AT�It 17 ~ •` 1` LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES. • ,'� `\z ' S. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED ;':•_ =,•,1y ROAD DEPARTMENT STANDARD DRAWING NO. 128 AND RELATED SPECIFICATION. Q IN ACCORDANCE WITH COUNTY I _•1 i. ANY CONTRACTOR PERFORMING WORK ON THIS 45 r� B /g rz PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL tE SOLELY RESPONSIBLE FOR A O 8 1 ` Q ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS WHETHER OR NOT SUCH FACILITIES ARE ? 82 7✓ 60 •�: h V I SHOWN ON THESE PLANS. ' el � r , /2 �.J •:•"� y �,►. T. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. I� t. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT oR C 7¢ , o 67 _ 66 65 6/ v IRS., THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHTS-OF-WAY. OfiSTRUCTiON WITHIN g 4¢ �� '.; _-�:_ ,L ' ' � •s t. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES. 9T »"+ •• • I ►� 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. Q ���, 65�, 3 ��� II. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL t • t� .p .- .,: ` I�p SE SET AT ALL HINGE, EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAT 50 FOOT �Z 3k_ _ Z \ R Q TOTPAVAING•TOAPERMITNAL SPOTTAKES CHECKIING OF SUB-GRADE BYAY BE NEEDED AT RPED OR INSPECTIONTICAL PERSONNELE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR - 664 OC STf1F.,�" Q I z �� .,' J, --,--- Q ALL GAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL LOT, PRIOR TO PAVING. 40 '• h BO 77 g U : • N ST/-lU 6 ver More 4Wr.,J/ G" II/ N14AY `t� 73 •ht IS. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH-BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADES SHALL BE PERFORMED 5/ - I AT NO COST TO SAN BERNARDINO COUNTY.70 Suernernrn TO READ, "THE nrr .r,,,r •-: 1 , • THE GRAn1 Yr_ DI AY[ SHALL QC DA D`D�54T �_Ac THE nr -• VT-'TTTL-T7 ACTION OF THE A 5 CECT TO 1 C rrr n , n,.� via-r•rvi-rrer-,-�--:e 54.E 6BOo' �SJ� BMR �'Y� ''• V SINE& ��� OF 2.5 � r$ GRABS A* STATE STANDARD-SPE 6+FT&kT+O* SECTION 19 5.03"- A WRITTEN REPORT PERCENT COMPACTION X76? ~ _ �\ WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR A .• t., ,f� / Q „(p APPROVAL. A? �` � � -4p2+}' •. � ��•l► �1 IN. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED �1 .7 / rr�� ••• . TO THE CONTRACTS /J ,'� ^ '� 9 ^� ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATION COMPLETED TO VERIFY: ENGINEER OF THE SAN BERNARDINO COUNTY �1 +- N , 7e 7/ (� �t I (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. ,EX/STI�t/C,' 6 G'M. W St /, MQ/r7- __ h EX/ST. FH. ,J �1 V1 '•• 0 (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING AND A.C.-CORE THICKNESSES MAT AT , - -- - 7S,W,' 6 C.M.Z.�w ,ExrsT. fH-• - -- I 4q' -� �� a -INTERVALS OF APPROXIMATELY 500'FEET. ( �rrsr FH -- _ -� `ti �� 1M ASPHALT CONCRETE 18 PLACED ON NATIVE SOIL MHICR CONSISTS OF A ROCKY RATEPIAL 1V SgMAbf "ALL It PR7~P M By IN"I fG ALL ' / ,E,f'/ST FH. --- I ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A QUALITY BETTER X87' THAN THE NATIVE MATERIAL. l16 AT THE COMPLETION OF IMUGH/Plain I ® P THE TRACT `NDN=rEte IBIF SECTIO#-$FT#��AN-BERNARDFNB- 60UNTY ROAD DEPARTMENT fOR NYD1?ANTA.S TO 6 -r 4 xeoe F,Ilr HYDRANTS. -$E GIV€# WHEN AltsTRW-TURA-t s€CTtO44tiWIR-EMENTS HAVE BEEN � WATER SYSTEM � I DAXMAP SCA1,Z /=' 0~7 MATER 5SYSTEM NOTES TH 1 S em r1 ES THAT 1­0 OcTo4 EQ 1911, 1 PR EPA RED THE PLANS OF DOMESTIC WATER SYSTEM I. THE ENTIRE WATER SYSTEM SHALL CONFORM TO THE SEECIrICATI(INS AND RMfREMF1ITS OF THE CVCAMONGA FOR TRACT NO. 8796 AND THEY MET THE REQUIREMENTS OF THE CALIFORNIA SECTION OF THE AMERICAN , �1 COUNTY WATER DISTRICT. WATER WORKS ASSOCIATION STANDARDS AND THE SAN BERNARDINO COUNTY STANDARDS OF MINIMUM RE- 2. ALL WATER MAINS SMALL BE INSTALLED WITH 10" MIN. LOVER AND SHALL BE FLUSHED AND DISINFECTED PER QUIREMENTS FOR SAFE PRACTICE IN THE PRODUCTION AND DISTRIBUTION OF WATER FOR DOMESTIC USE. j A.W.W.A. STANDARDS, PRIOR TO USE. THE DISTRIBUTION SYSTEM AND TRANSMISSION MAIN AT THE POINT OF SUPPLY TO THIS TRACT ARE CHU/�N STRECT ADEQUATE TO SUPPLY WATER TO ALL SECTIONS OF THE TRACT. IN ACCORDANCE WITH SECTION 521 OF t. THE STATIC WATER PRESSURE IS 50 P.S.I. THE ABOVE NOTED STANDARDS. >E. FIRE HYDRANT INSTALLATIONS SHALL CONFORM TO STANDARD DRAWINGS 310 AND 111 OF THE ROAD DEPARThtEN"i W STANDARD SPECIFICATIONS. �J TRACT N° 875 S. LEGEND: y� INDICATES (12 GA.) STEEL, CEMENT LINED, RO Lt. FELT WRAPPED PIPE. 45'iYe%�cd REGISTERED CIVIL ENGINEER NO. 7344 DATE ' INDICATES EXISTING WATER MAIN. w E/bow ® INDICATES GATE VALVE AND VALVE BOX ASSEMBLY. WzAer Main TH13 CERTIFIES THAT THESE PLAIIS AND SPECIFICATIONS HAVF BEEN REVIEWED -� INDICATES FIRE HYDRANT ASSEMBLY. BY AND ARE HEREBY APPROVED BY THE CUCAMONGA COUNTY WATER DISTRICT AND W O THIS COMPANY IS WILLING AND ABLE TO SUPPLY WATER TO EVERY LOT IN THIS -'� INDICATES i" MATER SERVICE CONNECTION TO BE INSTALLED. TRACT IN ACCORDANCE WITH THE 'PURE WATER LAWS OF THE STATE OF CALIFORNIA. BE N C H M A R K EE O INDICATES 2" BION-OFF ASSEMBLY. Extsf. a`�1� Chis. box on South end of S.W. Curb r Q Return at ' the S.W. corner of Archibald /� Avenue and Church Street . i. WATER CONTRACTOR SHALL ADJUST GATE VALVE COVERS TO GRAVE AFTER COMPLETION OF PAYING. /j_ZI D TITLE __DATE ' Qetai2 of typical connection to ' Elevation 1273.302 existing mains in Jadeite Ave. , Klusman Ave. , Leucite Ave. a Malachite Ave. FIRE PROTECTION SYSTEM APPROVED. A/ A10 RD. NATER SYSTEM - " j ► CUCAM GA FIRE DISTRICT ATE FIRE ARSHAL /C/N/TY M P 1; � � �>� , .�•//'?'ICON �r'�(la�•: . �; -1_4 j.F_p. , � �-� r /N 6" Steel, Cement Lined Water Main (12 Ga. ) 2 793 L.F. 2• � 6" Gate Valve _ _. _"m._ - - i.._ 7 f_ _ Each I 3, - Connect 6" Water Main to Existing Mains � 7 ► Each _ . - � _ 85 Each 4. 1" Service Connection 4 .. .. a .�...__....-.-.,..et , � S. ;�1d s. � •. E... 1`s� � q..._` :f.. �.� f P 1 - - £ f t _ ! j/.�_ 5. _Standard Blow f A _ _ Off Assembly 2 Each � _ _ .-___-. .y.,:, - _.�„_._��.� - .•.� _ _ s SI - - - _ t 1 � 1 €L € I �I 2 6. Fire Hydrant Assembly/ Each t - TRA� - 7 Y._-.. _.-_..._-n---=rte--....�+.�..-.�._•.�._.-. ... - _....... _.. ..! ___. _ __. . - .� i^•"• f _... - -.+. i e. U 917 z z , . - - - 4,_ . G'EIVERA/. NOTES U�WAIRRES � _�..- , I 9. ; . _ Q - f ------ ® 4;6-ed ouf nofe �� ---- _ �T t ` 4`k=' _ /� GJ�. -� . - r ., INDEX NMP, W VER SYSTEM o. 521 4 I �r.y r - - - - ` tol-'�r3 N:�odi�r it/ofcSalcAm�rz l Ts O# ON6 O/S T /CT _ �3-1� ��30-F-1) r f1 ASA, /ZB4.3r6 t $d d, z470 YC I s D , a N � \ = ti � ti N 3 C Ax' lgT m2 Y !�,4D,E AB � tit ►\ �t� �, �,� `� \ ? �� � . I J MI 98.3.86 �o s °� I : $ D "� - - _ - h \ O � AsLki h Zorok 14 oR;1121 127781 , 0. 70 / V 1 sr p -N O co b• N r� W '� o ►� D �• D Z r ^�o ,n i f 0 A?hoW V h V h ti ti MI S Z Y CURB e1MZ7� TAN. GQ-t1.95% ' r�. R1 �1 I �v N N N ' ti ti r /OC.F. ~�* ' off +• "' f � � _ _ , I fi 2 # — -- , l . , r rte'/Sl' ✓rURF.dC,C Al S`,CY P,C. J � • � FIL I 011115 T. TYPE "L'f?MC I t I I HOR/Z.Ai 4D S/�+�+^ CATCH BA N�BY�JCALIS VERT 4 /270 ZOO i i i 11 � � h STOP S/GNS V BE RELOCATED BY ME , COUNTY OF SAN BERNARD/NO- IWO W019, /Nd I) � QQ Q DAYS NOT/CE PR/OR TO MOVE M&L SCNEDULE WORK, CONTACT r- \ r \ TRAFFIC ENQ/NEER p h} '�— a — f./Y/Sr URB f GUTr,ER - x �L,Y/sr CVRB vrr�R ZT/Sr/V// SEX/ST A.C. PVM T RE/j10Y�E E..�'/ST 6fEQM ✓O/N ,EX/ST ,4 C PY/Yl'T ' EX/ST,4C. BERM ,gar u✓v�e der , EX/Sr M.h� - , ,SEX/ST A.C. BERM ,,t7 9 r' - 'S - 4 .� h f!YJNST. O..�O' Tf1/CK QC P Y�_M�NT —zr—t rA—moV&�,�;f. G w u/� f '� �` cowsr �C cURe �'Urr�r� PER sro/rs f�I�RCH smcz T r. •- P I S e RD yERs�" lq �' ;aar w. r0 c�Ao� _ t� / - ---- - — - - Er. — G� •V ;,. .,� �;. ,:f ..�.. BREAM= EX/ST/MG /y� �+ i II '�2' PC.C. DRIVEIVVV�JY O 7/.00 ,5/.f,/C/ 1-_ o .� � ��o� 70.9¢ 70. 94 70. .E 1 70.94 70. 94 V.94 70.94 70.94 70 9th 70. 94 , ,5"/.40 � � / 1 EX/St TYPE 16' I r! 3 CONST. ZO''OF STD v� - . , `6V1 T PC.C. S/G�7� AI- PER STD. /09 T E B J COW CATCH A451N n CURB f GUTTER. bl o ct /sr PC.c. D1EN/,4Llf I �I II I I '�w o (BY OTHERS_ I Q . P,ER 5T0 /D TYPE B �I II III 4i m / t\ I II Z n 1� - lit C lIF9 RETURN DAA c�/ ` ( / /�I CURB RETURAI DATA CURB RVTURA/ 174TA Q I " PL A ' O / r �� ✓l 7 E T A P 7 , p r - / - e / y -4 -� I Fr Zo,a=,Sn 00R=�, e =.� 00'00 R-�o, SINQ a=89 zz.� SCAM /" 0 L-,3/.42, T--evoo1,=3/.42 , TZ c OO =3/.ZO, T-/9. 75 II m eWSr. rC ,dol-WX1-/r OV?. .STO /09 7YPE ,3 Z I I ALOMU .4RCN/,Q4LD AYENI� TO S0[/Tf- I) n Tr?A C T 90U�VOA�? Y L/NE _11 i A',�i VPr AC AF p �I bZXFr �FEATHER TO M/ ; .,. /p's/vvTRAN3.r / s s SCOP[-S FT. — s aw iwo 17 _-- ro/t/ST. PC.G �i4 NST O.�'!�///XX.t AC h�VEMF.,MT .S/OEW.4�CifR _C?JNST B" 'C. CURB j SM /VO• /Q9 �G'VTTEf� PER. Sr '//S , r I _ . TYP/C.4L .S�ECT/O/V CHURCH STR,EZT /'10' V,CRT i"4' ASSQCIATF D ENGINEERS FIELD BOOK REF. cOxjr�lY car sAr� BE RN�:R��Ir�o � ?�:�� � r W o N INI F r;")VE NIE NI P LAN S I ,5 STD. /1b ///, MOD/F/�,O 316 EAST `�E" STREET READ DEPARTMENT oNTARIo cap iF* 91764 TRACT Na. 6796 r , \ _ ' Des gned By _.. - 4_Fk;,�it?VF � Ft��a ) NO, 714-9R6- 5818 - . C URIC'H STR�,ET Re -5 s/w /oeofionOre.n B E Add--d S/wTrans. wnd ex;41 D/w _# (S.. ;g 576 Che^bed 9y �� V R->A if r. F &TE 7Nool%fj-Side'wd/Es ro newStds /09 f`//O. _ Q � f�1! Re:�m�en rR B$ Dwco4o. J �1. _ _. t h F t ' 6 � C° s - 7-'� l+! Y N N fk �.. 1 A D/sT .571 V.C.^ I 39940 a3. Alo 64/4'ai e.6. } A/ die ee dlg , cp�' b A.0 r.. O � V o • . . . 39.4 ✓.C'. � � p O � N YM/257.03 till N O [40-40A Y C!g G !�F � \ ``► f kill IIIJ : L414 Y.C. i r / 8d _ : ACS Off. p � AT In o, I J j A. o Q o� l , - .--- ,� \ qo tv X671' _ fit A% FIiV .SU�PFA AT �'t �jSz- 0 40'G I �' V2 \ Q j tIR _ Af Qlip Az rr/,qr 40 srz �� ,.5 Z Y !A'-7,5 ��T,4dE 70 e N ti VNzi ti ,�I.ST SCF' Al 3',ZY PL. LV-4 - V V � N f - -z /COR L.,E - • U AT F"r _. f ; 1 &7 Ch. I : /3 l // CUPS cuRYE Z74M M CURB cGRYE a4TA R=eQ00,d-9V GYJ alo R=Gea�,,'i �"/e 4 L=3/.42; Tj20Gt'J' L-39.90, Tse?167 I II 0o 1 67 �'6 65 6I Q .s'.s✓ AtX E,a MFivr ��`� A e"a?s.�'44'e4 Q 5 R. .0=/6929 �. 0 ` I�► \i� CbiVST . sID,EN�U,PfR �n V STV 4 TYPE 13 i. �` ,1+ Sk i II IR i �„.• fv CONST r.0 CURB��'UTrCR �i�STO '�//5 ' O� 1C t G EX/ST. C!/RB E UTE fat ' lu a 2 ^ > f�,EMOY�- EXIST. A.C. BERM - - - ,4.C. ,�1VT - ��, H,E/ti1�OCK .ST/R,ET h rn ,, � � _ G .• � , �� '�.� '� o conal areps and CH�/QCH a5'r/4,E c r `SIN ,EII A.0 P4M'T tis- p� /andira er detail Ne9 �3g jv _ /3 - Q �• TYPIC�I�C SEMON .t U CIV � sr° 'I "9 4, �' s9 -- - , 4 CYIrtCS'T 030 7f//Cfl A.C. 47//V��AQl `f!v TO GFS 4? - _ _ _ - - _ _ _ Nj 3 �s NO <9CA4E 5, ,� .,,z i 1 'EXIST en , G'Ur1ER � —� � 3�d.t -1911 �r --- 'IT 5'� � � _ CIMS -- — (silt N-f e5Jrte• xt •r. "•?' ^ III ` L'J/�•.� /'MW, �� "� I `Con. Aliq 4,� C . O s` �, __��\� QQy w� r��• rfd. gas Si Q "� CW,6 RYA /% 71 J�7 71X 700 � � I � .� � •� NOTES �h O �I Q �¢ f,'=�9 Q�Q-. /2" i h� �� /' � � o o Q I ,C=3 5Y� T 67 \ (�� O � L4ryER ,4S A/EC,ESS4� Tt7 C?�NST PC.C. B �UTl,ER I V c?J , �� PRO V10, S,NIG�JTH TRANS/T/ON P,Ef� STL7 //5 \ _-- _ - ti'4 ,m'` 4�°, °' BCTWEEN ,EX/Sl�N,EW A.C 0 ___ A,CLEY evRvr A41M ° s.,�ti MA/sT PcC s, - �k �� 11 6.� . , " d f29 .,�6 25 I v � � � .� � '� �, h !� R=Kb, L=•�34.6tN � � � u v V I II �S oi°�• Z2-v �k_ /2/.�3 E b� x x _ G 6''R•57AKE FENCE.� �, -r -o— - ----- 5CX1,Z AV ,e3' 2z' PCMOI e BERM 6' /2' /2' N0 4 ,�i . F,E,4TH� TO dO/N /:3O SEE CWOMr, oI AM /n' /0' ��AlYNr S10 �'/FPi r—�'' ' 1 ODES FT. -,�,Ey/EL ,c/N QSO' O/r' *. GRAD/IYI; RAN/'aR 4' ,40./.Q C�ENl .SCOTS n'e —— _—— —---rr----T �4Q,/ACC-NT&OP s 4' szaAr �� ,CEI 'L /NE o.4 a�7 O ! 1 Q.U� OC4- CDNST PCC. S1,0C ..4LK �UNQdRY 4� /�Gi�BC. R; �EX/5.1.40. PYMT --� C�NST OC'l' S/G1�yYALX B 'F 0� f "R. .STD. /09 TYPE B -------- -- _--- --- — CONST. .QC'C. `LR. •s7Q /09 7YPE B mNST�2o'TYP.i:4.0 PYM'T. oVER 0. 3*, 511 A.B. F,S'51 arW.4V( S✓OE14i.4,CK PE C'Y,vl/ST 0.30 TH/Cf�A.0 PAtiEM�'NT Sra /vo. /09 Cl�iV•5'T• B"P.C.C. CURB G'UTT,ER PER STO�'//5 C1 VI B"P.C.C. C?/Rg-�'�TTT'R PCR sTQ //5 TYPE 8 i 19• - ✓6 rymmi. SECTIOm c"w?rI4 smccT 4• 2• ,�• YOICA�. SECTION HCIVI�.00K STRCrET sCALs j y0, A.C.C.EY _ D,ETA/,� sC4L S Qti0,4/ �STQ NO. IeO 104 /� MOD/Fzclo er • E � � ,Porlius UyR) FIELD BOOK, PE F; COU Y C SAN ESE =tNA� C�ENG ASSOCIATED ENGINFFRS - IMP OVEMENI FLAN S o 0 1 s.dcwalrc - - ,£- oc 316 EAST "E" STREET __.__. ._ -----__—._ ► ..—_1 ROAD D E PA F M E N T TRACT No. 8796 h class B'"cont. ONTARIO, CALIF, 91764 4 BY w 714-986- 5818 1 . V�l.�/ �T�i..�../ /7Lr✓�/LO �Archif A✓e. Adajecf -c4-racforwl_ secfion c, r�s orov�n ts(l4 n IIF NO. • _ t DSS7 ROAD Ct3►<F," Rt:a 1� _ STF�,ET SIDE LX JfC�' Q� in n. w� • S,d �t ee�e r _ Not to Scale � ' -?3 to 4 _.. _. REVISIONS �A '�, DAT E O N wSIN E R � — - - CUC.dMON�.4 srx�icr Ir�T _ _� �� _- - i ' Y. P/. /260 - i I r wee ti v VP/ ��-5.9�� �j \ �9 I� �' KP./. • 77.06 �� �►`V \ Ci V o � ► n8 2s.ea �o ------i 1 b• ' �nC �1 Ct/ICY CB px a ►� , , \'�h I { tt `l f7AlJ.EI\ 3/.20 3�/. onc d S ? ,r ., Ci _ p � � �i Orl Cf� i W42Y C ► J• N O �. 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