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HomeMy WebLinkAbout961 v _ CONSTRUCTION NOTES AND ESTIMATED QUANTITIES �ELNOTES QUANT/T/ES APE $NOGi/N FOP fL�,Pil�1,r�9A/O B1�1/O r ,/ RY/�PPOSES Or(/GY. COrvT�PACrOR /S TO GL�TE,PM/NE /Y/;S' Oehl/ �� . `.� J, �1- :J T J GENERAL NOTES Ak/ANr/rES ANO B/O A C'0/l�ETE ./OB. N0. DESCRIPTION QUANTITY UN - 0 BUTLE/P PEA1� /Z,44F 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA �4CC14!ER ` x STANDARDS AND THE STANDARD SPECIFICATIONSFOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. 8,4NY,�1/V STREET CDrV✓T ,r7"'.4.C. O!/E•P 9~C.dE# /M/LL/.�E/t/ .41/ENUE) /O,Z, 9'Y& $.f. � `��`i\�• CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE " --- __ - - _-- --- -------- --- _ -- - - - _ ------ - - - - --- STANDARDS AND SPECIFICATIONS. ' CDrt/5T •/"A.r OVEAT •4 t-A a J'B.4i1/mAl STEEET) g6,07o Sf. �l`.. � � ,\ , SEE SHEET ND - !�► - SEE SyEET D• 6 2. ALL PIPELINES OR SUBSTRUCTURES Of ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, .l 60AA6 - 4d"Q.C. Ol/E5? -f-e.-A-6. e'/IMAG'E GfW/l/E) 98,400 S•F ;�'_!`.- i �� 'r'4 ' �op -� i j iPr4/NBDw FALLS iC'OU�PT,_ E C�4P/,TAN COUiPT. j VALVES, FIREHYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY c� .:: �, .,•, ; (rwru.� sr4EE'r> �, �F[/f7/RE STREETS } , ITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED 4 CON5T 4"A.C. M. 4'C.A.B F.rPrPA E !//E/V GOOF,///��//Ew LODP �UlLE� �A� /7/ 700 S.f. /y� .' ./I o _._ -. ____ _...._. LIMITS , G9C . ,w nt`�J ` I RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. CDit/5T 8" CU�i'B �GUTTEA' PE.Q STD. O!t/6 ND. 303 17500 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR NST " T UiPB D/t/LV TiQ it/S/T/ON PES? STD. Oh/G. NO. 30/ /935 [F --` I� r�`vru4E sr•PEEr> 1 <avrv„• sr.PEEi> TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR CO B D b C .4 �, - r r, RIGHT-OF-WAY. c rN6A11,1K'�P/NG S/GL�ifG4!C QU l/�Y /NCLI O a �_ < < ) r' ¢. PR/OR TO /NS ALLOT1AV Gig AVY PAVIAle, A MATERIACs � PMer . 4LL AF S!/dAf/tTEO TO !�E L'X 7 CONST 4" RC'f' S1,onl//!L- PER ,,TO. OAI&. Allo. 3!D Botiory 105,AJb Sf W _..1._.. � �� � r J � Jrl � - 50 �F. E.9C YS/SR N t/NC ALL TESlS OR DE/E�P,N/N.41/ONS CD�N�ElEO PO e5elrr: e^ONST 5P.4NOr n BUTTES Re/ STD. oAf16 AV °508 /9,� � h � � A,N A O sArVO EQU/1i,4[�M'OF .4GG.PEGAlE e�4SE. 9 CON5T. 5/DEI�+/,4L��P,4MP PES? 5TL? Oh/6. NO. '1!D CJU/1NT/TY /�f/LLL/OEP /N 7 � c W O /N5T•4LL $TiS'EET L/6A/T (5,800 LUMEN H.P.S.V. 7/ EA • ly N �/� r�r� 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL /�V54,4LL STiPEET N/,v,= 5/G�V IEFe 5T0. DWG. ND •`OZ /D EA. 'PE ST,�EET / � - ---- (Fvrv'� - r 1- BE CONSTRUCTED PRIOR TO PAVING. 1;T i r�Sr,Q�..,� ` ^` 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND CONST. zarw DEPRE55/GN/ PER STO. alv&ND. -"T16 1,,!76 S'F ]L y T ``T, rn� AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A J f WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER CON5T. 3 "CURB ONLY PER STO. OA✓b ND. 30/ 2,028 L,f" �,���, y FOR E:_) APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. CON57 4e ,c?ERAI PER 540. OA16. NO. 3!3 52'5 L.f. ft1�J�` C > )J r� 7. AT THE COMPLETION OF PAVING,A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. /5 CONST. 5"A C. ODER "L'L. .Z A. <.�//GHLANO A!/EA/!/E) 9,7941 S.F. ` LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY 5b461Z11'Y, O/L M112ENl .4NO flee o d0✓US'T E•Y. a4TE !/ALvE TO 4WOE 2 EA. _ < < AN,41 rs/s ar ASPf.'ALr IVkolf/G. `� - \� 8. WHEN ,I!/1,t°11YE/ylENl3',4,Q�' TO QE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE !7 /NSTi4L L STiPEET L/GHT (9,S4� LUMEN H.P. S.V� // EA. w -- / �, f .�Fvr dr /B /NSTALL STREET L/6HT (25.5 LUMEN H.P. S {! 3 E<i, // � � srREcr� SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND �C Sk (1l ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER /9 COX157 SPANIaPEL GUTTER > THAN THE NATIVE MATERIAL. ?0 CDNST GL4P�P11340E /'ESP Sll7 OJ�YG HO 40� 3 EA. � O ': ,: �, 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE Z N b CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE r o / /r'YSIALL 2 X4 iPEO/fov f/fiM)r. Z,530 L.i. .�_ -SEE BEET REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. w (.wrvRE_ _ 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN HAZARD FREE, ORDERLY STATE, CD/✓ST. E,t'TiPI/G O CDrYC�PETE ft�i�'CF PEEP .Sl0. 0V , A� /O/O. /900 [.F rp -- 1� � ' • CC THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. G 23 /NSTALL REfLECTOi? - TYPEL Q EA N /0-v^ l.ot t`� 11. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING ,,� i S�ORi�IAPAlN �.� REPLACEMENT IN CONNECTION� � � � V', � � � C ECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY LINE 7A� /NSTAII SIGN- `Y5� �.r� INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE Q` !zol PAND SHALL BE ACCOMPLISHED IN 2� INSTALL S/GN- yV.�/ r EA g� Zz, ;.�-s, /N o �h��� �' �� �,.�Furv,�E. COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. n") Cam. CD/vC CCLLA/? PER OET.4/L Bra& 6wFe-r �t/O. L3 2 /(o Lcd 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND (� M IRE * ��rJ r SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR ri4/TlIiPE STiPEET> � <_ � -5T r CONST OUTLET STRG MAY' PER STD• k'W N9 r ' (07 L F © W / ` � INDIRECTLY FROM HIS OPERATIONS,/f r1ArtAPA?/TSM1p1 FACILITIES ARE SHOWN ON THESE PLANS. 13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL SECTION BE ?$� /NSTALL STREET L/GHT(22,L� Ll1it9EN Rl-gt!) SEE 404 FOP SPEC/F/CAT/ONS Z EA: ^ /3.�C.FS. //m' c. I INSTALLED. ' � /NSTALL S/GN R39 / EA. }� • vR J4. CONTACT ALL Ul/L/lY eawll V/ES AS .RL�MOM14; 4d A,� l?y BJPlalf TO E,f'L'"IP1Ort/. �' SEE O` --� - f� _ 15. ALL CURB AND GUTTER WHERE GRADE I INSTALL 0" RCP (SEE PLAN AND PROF/LE FOR "O` LOAD) 161 LF g PURE f / S LESS THAN 0.40%, SHALL-BE STAKED WITH 3' OFFSETS AT V V r p 12.5' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL EXPANSION JOINTS. v am CAR.PYOI�E.P � _-_ �) S' -.Fr 16. &L 'GRAGF STAKES, SHALL 8E SET BY THE L'Ort/lrPA,tCTOrP O,P ENC/i1/EE- Pi Ave!� lA,CES S�YALL !NSTALL 24" RCP /SEE PLAN ANO PROF/LE FOW `D" L4�40 ) //7 [.F EE ' __�F_7 7 C.F,S, tJ,� s�R av,Q� Ai ' SET At ALL H/rVGE IW/NT3', EOCE OF Fr4UE�1Eit/l /�lS /Y/l///rY O.O/ FOOL Of Sl/c4 C�PADE 3� /NSTALL 30" RCP SEE PLAY AND PROF/LE fOR "D" LOAO) 343 [.F. °� .. ..__- f�,�RE - ELEYAT/Ort/ ANO ATN r tiIO�PE THAit/ 50 FGYIT /rf/lE�PI�ALS. Aoo�fiowA� SlA�ES �.�Y eE I - -- 1weWeEO BY C/!Y Ert/C/rVEEiP AS/t/EEOEO AT 104,PM0 Orf I1Eir1r1e, L CU,Pr/E i9lPEW 33 /NSTALL 36 4 ,f.:'P (SEE PLAN AND P�f'OF/L E FOR 'D" LOAO � /173 [.f �j• ,� �. N �, ` cPii a s�'3 <i STAKES S�'OLL .f' rs4er fi'P/G/P v'-wove TD I-e-e-f/T S/ml L'-C.Clom, Of SUG-ax;4-E ,BY ----- - -- Q l �' /N9PEC'TIO�I/ EEEP-'Ortrit�EL. /NSTALL 42" RCP (SEE PLAN ANO PROF/LE FOR ''O" LOAD) /.2a0 [.f. ,, r, ,y XTEiP; - y rl/T 17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE 'f6 rPCO --- -vt SET _ _r�`zr E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S � CONST .�6"CMP R/SE/' PEP OET�I/L Sfi�T 4 / EA Q � �1 V. �i � _ -rrvFV " „ , Q �' sr RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. /NSTALL 48 RCP (SEE PLAN AND PROF/LE MRO LOAO) 'C66 L•f � � � �\, :�! ��j �� � 'PFT 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE F - - 0 THE 7 CONSI C'Orf/C. �/L�f/EAp �ciP SB.C.fCO STO S� /7lo FTO'E�4"� .2 EA. '\ O V `l �` t L �� . ,T DEVELOPER THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION UANTITIES __. • Q BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH ISNOTINS TALL 649 RCP (SEE PLAN ANO PROF/LE FOR "O" LOAO) �70 L.F � 0 �� �J .MT P1410� R �`.�ffvr � � �► �' �?J !� I Q �' 'a - O` Q �� SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE 39 INSTALL 66"RCP (SEE PLr4NAN0 PRO_f/LE ft7rf' 'O" L0401 3/9 Z.A_ l� /1 p• G• .� OTHER ITEMS OF WORK. �i �� ) G M� ?" 19 CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF UANTITIES. /NSTALL 72 NPCP (SEE PL AW ANP P�POF/L E fOR 9 LOAOJ 1415 L.F Z '` 20. STREET S/CNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE (UMS7, 46"H/GH C"11V LINTY FENCE. /YIP S.B.C,fC.O. STO. S•P /5/ C (,385 C•F. b% F5 I - 'i���' -�•r�;,Qw/s;P� ,> _ - I CONSTRUCTED A CTI CON CTED TEACH INTERSECTION. CTIA/.N atir GAITE Pvew S. r. C-eO STO � /� C .� EA J -%I d I �' '!l'rRr'G.P. y �,s 'Fz 4 y $ C V. �Al�/NC S/'/.4LL BE rE.PFOrPrt/EO /rV ACCD•P09rVL'E A'/.'l�Y T fi�!/E ,4N/! �l/E/ltE !FSIs TA S y r. O o 0 0 Ib STOR.N ORRiv c� SD C. _, 1 AP GLclErfil9/d/E SlrP//CTURAC SECT1a"l�iP/OSP TO F/rt�AL 0,v A�raAvz 3 C7NST. C.B. N_ / PER STO. Of�I/(i N- 502 4 EA. V`Q{ - iC . - - -- ----- � �� lJ,� yE� --�4 ` °7 4' . CB �t''Rc.P srr�.y OR.%v � OEf3rE'/s f A�/f/ CJNST. C.B. N°3 PER STD AW6 N4 504 (1/100/F/EO /2.9P GETA/C aw S/eET ii�t7. If J 9 EA. Q Q !L :RC.P V °` �� �.� a d. /4 CE Q ; s 8 s /.vroc.e. .. �. . . IVP V 0 h k a ►. 1�N�.-?;?4 �W' V 1P .y 45 MYST (/NDE? S/DEf� IX ORA/N PER STD. PH'$ N- 907 /4 L.F. lW V 1� eD•••=�i/ M_r . irrE, C , P/NNgGC CONST. ✓UNCI/ON STRUCTURE "B" PER STO. Old' N'Sd9 v ] - ' �rR srR�• �_ PE.�K CovR CAL.TRA/VS: r• r r' r r• t..r, - - a - -- - -- - -- ly V _ 7�_. r _ Tl/RE,STREErf r I r r rJ On I r / _ 41 CONST MANHOLE A PER STD. OfNG N° S/0 9 EA. 0 a W cP'p G t W � - _E� �i*'•� - _- . V " `� •�../4S . A' W Bel p _ rt/E `, . ._ ; o ' � '�' � v � 41• ;E� . A►//c"•1,/L!•JND ,,� �4Y�/VUE // y. CONS, /tiIAN/IOLE B PET? STD. O�YG N1D 5// 7 EA. W /HE %._ W s D., k ? a _ - - - -- - 1 9 _ SEE S/fT ZS SEE .5,40` t4 CONST. CONCRETE TRAP CHANNEL PER DET//L X 611EET N° Z2 8S8 L.F w N� ' PRIVATE ENGINEER 'S NOTICE TO CONTRACTOR CONST. CONCRETE TRANS/T/ON _CHfINNEL PEEP OE'_TA/L ON SHEET N° 22 35 L.F. y o 'r8" �e•c P �s c/ 7 -sem 5/ CONST. HZEM& LL �'Rl1CTU�P_E_PEW DET//L ON SHEET 0 22 / EA. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE _ CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS y 5Z IN_STdLL /� TON �P/P'RAP, 48" DEEP 1,431 C}� �`��`� (� `kAND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED .TO NORMAL ' r J uFR. r JJ J I 1J I r r J U WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE 53 CONST. HEADWALL TYPE A /T/ Cl,�CTiPArI/S 510. 0'90 / EA. \ \ \ ` `� •PG•P e./ov/err A 72"',t.G.P ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE E-Et�i9T"n--vr`rrrr�'vi� t :r �f i �: h c� OA� PERFORMANCE OF WORK ON THIS PROJECT. 55 CONST. CONC. CUT OFF WALL PER PETAL SHT. NQ 22 22 L.F. SEE SA•1E'ET /VO. /6 s� _W7.7. 2b sEE = zG THE CONTRACTOR SHALL BE 'RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS ' M !.? NST CHANNEL ✓Ul{�G'T/ON PER PET,4/L SHr N'22 / EA. f l'O.t/ST. WtIABL£ hrr/GAr7 A.C. CAP /S, 'l70 SF 67 /NSTALL S/Ci(/ R1 / EA. IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE -- - ________ - -_ - RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. sl INSTAL L 60"CMP (8 6g) STAND PIPE, ew v srd PE?FORATEO %2 f am Hol-ES Q3 L.f /05 cowsr. 4 "THICK C u/v/rE St AB /,900 S.F. 63 /NSTALL S/GN /V/7.6 / EA. M) INSTALL 60 "CMP (/OGd), A.C. O/PPED /NI/E�PT 32 L.F. � CON5T e"W OE.r /8"DEEP C!/T-OFF WALL T•5 L.,c. 69 Gvt/S'T e10AV.. COLLAW PEEP AFr4 L Ory SHT. .ao. /7 / EA CONST. DEBR/S R,4CK PER DETA/L SHT reg 2 EA. Pi4'OPERTY Lhvle Q CO.f/ST C.6 NO. .0 PEC STP. ^40 NO 505�.t10D/FIFOFEROET OQ/S/,'T/ / EA. ENGINEER'S NOTICE TO CONTRACTOR O. /�.'POPErPTY 6E.f/E•P�L OTES COr(/T --- -V - /� CONST. ANGHOR BLOCt'� PER OETA/L SHT N° 23 Z EA. go'Mh/O. EStif7- 'f0 *fA1.O. FEF P OPERTy 2.2. ENCROACHMENT PERM/T /S REG/U/RE4 FROM THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ON 'STRUCTURES SHOWN ON THESE PLANS _ _ _ _ _ o $LOL',r 1✓A1L CALTRAA/S PR/O,? TO 001A14 ANY WORM' W/T///A/ WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE _ INSTALL 2 T17N R/P-RAP 4B'OEEP gO0 C.).' -SES /Z - ¢O (PER Tf,*"ATE TWE STATE N/GA1AIAY R/GNT OF k1AY. CONFIRMED IN THE FIELD BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN �` PERM/T) Z3. ALL ft/OrP,C' /N Ti5/E!//6HGVAY rP/6'A/T Of AYAY SAA AV ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACT IS REQUIRED TO TAKE DUE 4� ( 22' 24' 90/VE /N ACCORDANCE K//T,/STATE Of G4L/PORNO/ STANOA� PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR 63 !.?)N5T 3"AC Ol/.cR 5�'o COMPACTED Sr7/L (ACCESS ROAD b EX TRUOfO CO.t/l' /ws �SlXAIS PP SPEC/f/CAT/ONS OATEO d//L r 1984. AR/ES FiPOM FEAre' PeC C/TY ?4 STRUCTURAL SECTADN ANG/LATFD fO.P NOT SHOWN ON THESE PLANS. `R�� iI N� 4 1• 7 2 STD. iV0• AO/O. N/GNWAY AS FOrf EST/MATAA0'6 OA/LY C4�,�'7" 7,y�E f0W ZaAo11A1e AS �PEQU/CPEO,� AV&SPS P/?/OR rO eX4r.4l�.4r10A1 j = ?� /?' /B /8 /2 v -�� �, AC?uAL SECT/Ort/ Td BE GiETERM/NEO - --____---- - - ----- - ----- - - -- -- - - - - _ -------- - - ---- - -- - -- --- __ �� Q5 4 75 LEl/EL L/NE 75 4 5 �0 LE!/EL L/NE p AFTER GRAD/A/G A//D APPROPR/ATF Li►B SOUTh'ERN CAL/FO�P�t//A1 G.4S CO.WPA/Vl•' GE�t/EiP•4L TELE�h�O�t/E CD�tJi�A/t/y� �StoA - /79; f/ T TESTS• A T. A OF 9.0. SHOULD BE US'EO ?/9/ E. B/.PCN sT. 78o S. L ocvsr, �n avX Z9?0 17�' Z/ e - - --- --- -. _///_ / //- /N 7/f�E DES'/6N OF MF /Y/6Nle/AY LAMES QR'E•4, CA. 976?/ t1gP"0 t/A, CA, 9/766 /. 7/ I /fr \�� /� . ,,.. - ? SECT/ON. A T. /. OF `.O 4:70L.0 $E USED <7/�� 529-?d89 �lf� S?9-?070 CBoo) 4177-4/3? PEJO ELEY. // t r - - --- �'• /N 7*.F SHOULDER ARE,4• 50&7 BERN C4L/f0/PN/i4 EO/SON COWL MlY RAC/F/C BELL CD�IPAJVY/ - e., � SEE (SEE Ti G.A40/rte`�L'AN -- - a --- •''' 0�7 R = 7� 7/Vf Ci W,0 N6 PLA/V) /95/ E. 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(SEE Tf/E S/Glti�9G�t' PLANS fD,P /fPEC/5'E C.PApES Olt/ ' '.{/O 04 YA7P/FS Sr •4L'�) 70 47 M/rt/ - 75 NWA' eT, PL.4 w ^oorll/LL F!✓Y (FUTURE) LANOSGAPf � , , , � - - / 7 - 7 / 42 ¢O TITLE SHEET S/OEIY/CK Aff.4 � y/�.1 2/' ?/' 6' Q✓� � LEVEL L/NES rC.GfVEL L/NE `A'PA 5' Y�4R/�`3' r / I � H/Ch�LANO AVE � FOR SEE Sf�"l/1v av � (� � ?, I RANVF17S I , r� L 1 �r-JJ t K ��,��. � - / � / PARCEL MAP 8617 JSP GR4121MG O./7' -7,84' I iT / /3 S rJCr�j\/] J� 7. 0- 11 APPROVED BY -.f DATE /Z-A,-8S -- - _ _-- -_`- _ _ _ e r �• - - - _ • _ / j� ,/ CITY ENGINEER R.C.E. 23889 :.. : �• -s' S RECOMMENDED DESIGN RE E DED _ iVor .-o s-..ACE j ✓.✓.t.'aO.-A!. HALL & FOREMAN; INC. �� �,�,5�o�r �. ML�•4�t/DE/�/�t/� S/D Cit' N4 DRAWN 3186-L AIRWAY AVE. 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