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HomeMy WebLinkAbout1381 ESTIMATE OF QUANTITIES s»c� lNs-ropimb mom-rs. CONSTRUCTION NOTES STREET PLAN GENERAL NOTES ITEM DESCRIPTION QUANTITY UNIT REMARKS �- 5-MV 5162M TIER STD- 4-OZ . (D-CONSTRUCT A.C. PAVEMENT PER TYPICAL SECTION 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO CUCAMONGA 1. CONSTRUCT A.C. PAVEMENT 13 Z0 TONS �- S7rrzET mAtA1= I Tp_1? STD. 4-olO2 CONSTRUCT 8" P.C.C. CURB AND GUTTER STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT 2. CONSTRUCT 8" P.C.C. CURB AND GUTTER 242,0 L.F. EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO 3. CONSTRUCT 4" P.C.C. SIDEWALK 122So S,F. ©--- STG7P &.,wE.Ab S'IeN -pem- cme sT't.>. O CONSTRUCT 4" P.C.C. SIDEWALK PER TYPICAL SECTION THESE STANDARDS AND SPECIFICATIONS. 4• 23 p1T 12'' STOP 1342 Qntn S'fDP LEbENT_'>. (D--REMOVE EXISTING CURB 5. CONSTRUCT CROSS GUTTER AND SPANDREL 114.0 S.F. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES. WATER METERS, 6 PAINT l2" Lt?b�WL�Li', UKAF-S. O CONSTRUCT CROSS GUTTER AND SPANDREL PER STD. 308 VALVES, FIRE HYDRANTS. ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED 7. CONSTRUCT SIDEWALK RAMP 4 EA. r PAlN1T Wl-IITE L�.fZt?DW O-1ZEMOVC. PARTIAL CROSS GUTTER RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO 8. CONSTRUCT UNDER SIDEWALK DRAIN 44 L.F. CONSTRUCT SIDEWALK RAMP PER STANDARD 310 9. CONSTRUCT COMMERCIAL DRIVEWAY Coo S.F. a-- CL�nISTRLJLT 24• 1?.C.P STORM i7RAltll, CUCAMONGA. O � - COLD MILL PAVEMENT' AND BUTT JOIN gO-CONSTRUCT UNDER SIDEWALK DRAIN PER STANDARD 507 3. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAYING STAKES SHALL BE 10. REMOVE EXISTING CHAIN LINK FENCE 1,665 L.F. SET Al ALL HINGE POINTS. EDGE OF PAVEMENT POINTS WiTHIN 0.01 FOOT OF SUB-GRADE ELEVA- 11. STREET TREES 68 EA. �-- C1�IJ5T2UCT 33" R•C.P STORM DEAiN TION AND AT NOT MORE THAN SO FOOT INTERVALS. ADDITIONAL PAYING STAKES MAY BE REQUIRED 12. 9500 LUMENS H.P.S.V. STREET LIGHTS 2 EA. �-- SAWLJT- AND JOIN PAVEMENT O CONSTRUCT COMMERCIAL DRIVEWAY PER STANDARD 306 BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 13. PROTECT EXISTING FACILITIES _ 7 EA. O- AUTu5T MANHOLE. To GRADE. to REMOVE EXISTING CHAIN UNK FENCE 4• ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE 14. RELOCATE EXISTING FACILITIES 2 EA. 11 STREET TREES PER STANDARD 601 AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY 15. REMOVE EXiSTlNG A.C. PAVEMENT 1500 S.F. 1t�15TAl.l ST¢E.GT LI&II 9568 LUMF-U H•P.S.V. E5Y OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLAN 1Z 16. CONSTRUCT A C. DIKE 170 L.F. s.c.e_ �zPalD r ccbrmwn� 13y r2EVELUPEr7 . 13 P'46T S NG FACCILITY iN PLACE ADJUST UTILITY S. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT 17. CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY ZOO S.F. COVER TO GRADE PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR 18. 5800 LUMENS H.P.S.V. STREET LIGHTS 11 EA. A66kE BATE BASE LLAyS II 1760 TONS. RIGHT-OF-WAY. 14 RELOCATE EXISTING FACILITY PER PLAN 20 tom ,T ;-T t D� 6&TC'iA Z 15161- 15 REMOVE EXISTING A.C. PAVEMENT 6• COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. COMPACTING ORIGINAL Zl. 2-4" lZ.L. F? 32 LF. GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCA- 16 CONSTRUCT 8" A.C. 01=TZM PESZ QTb.515 MONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY EN- 17 Z2 3 3�� 2.L. P 124.5 �-•F GINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY (0-I'MIN.) AND HEADER CUT TO JOIN. 7• AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGI- 18 INSTALL 2-MEFT LI64T"i '56W LUMELI 1.1.P5•V. MY NEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND S.0-r• PAID 4 C0cxZ0IU&7'I=n 0,Y DIaVELaT-E�. GRADATION OF ASPHALT SURFACING. W LTlI V-ao(No PARKIN(-2) -si oms. U>NS-TRaC t- C-A-MLA TbAS LM ANO LEGAL S. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHiCH CONSISTS OF A ROCKY MATERIAL-W, f, RJ 1X--Q2.ESSIDN PESZ sTv l[At/fa. SI2. THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- VARIes GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A VA)Z 44' cm A$` QUALITY BETTER THAN THE NATIVE MATERIAL. V�!,2 3Z ' 32 I2' 9. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A•C• AND P•C.C• SHALL BE UNIFORMLY APPLIED AT THE MANUFAC- ESC/sr, /.rJPQr7VEMENTS Z' TURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. t 30' 0.5 CONSTRUCTION NOTES FOR STREET TREES 10. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE 'F 1. ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES 10' !O' t2 , BEFORE SUBMITTING A BID- ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECI- STANDARD NO. 601. FICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE 9 0 5O 0.65` W 0- EiJ� w L LM 0 W4 E-MUE Z.I ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING TO OTHER ITEMS OF WORK. - / CITY STANDARDS 605A OR 6058 AS PROXIMITY TO HARDSCAPE 0 DICTATES. 11 . WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN. HAZARD FREE, ORDERLY STATE. THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 3. BACKFILL MIXTURE OF ALL STREET TREES SHALL BE PER THE RECOM- �- MENDATiONS OF AN AGRONOMIC SOILS REPORT FURNISHED TO THE ¢"� 0 14'A.S. •3 UI CITY INSPECTOR. 12- ALL SEWER, WATER, ELECTRIC, GAS. PHONE OR OTHER UTILITY LATERALS. MAINS OR CROSS- 2 u' INGS SHALL BE CONSTRUCTED PRIOR TO PAVING. d' 7 4. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE 4 .4 TRUNK IS CLOSER THAN THREE FEET (3') TO THE FACE OF THE CURB, 13. PRIOR TO INSTALLATION OF ANY PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE UNLESS OTHERWISE NOTED. CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE. T1= 8 R. = 18 5. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. BY THE CITY ENGINEER. RM 0 S'A AVE `� ��nn 'PTLOPO�ET) H160L.&1�St7 �) 14• CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE V' -3rL . vi l G1 u SG1-10v L___ CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR TYPICAL SECTION //// APPROVAL• _ SEE -1E�T Z 516 E SiaEET 3CLTA 15. PAV//YO SNdLL dE PERf0RMEO /N4CCORDdn/CE w/TN �9-VLiLUE�PAIiEMElVT T£ST9 7,4*'FV 7V OCTeeM//VE ST,PUC7UR4L SECT10A1(PSP/A? TD F/wdL PLQn1 APPROYAZ_ STA- lC� �-v0 TO 1SH- OO 16. STREET S/G1VS PER C/TY AF RGNCHO C(/G4M0AIGA STd A100 Ro NUMBERS 40! 1 4'+.0 w.Rlw, DMA OR. SA14LL OE CON5YQC�C749 A7 EACH//VTE2SECT/On! E• R/W -- 17. CONTRACTOR .FPLiLL Cown4cT (/NoERo,2o(/A/D SE',PYI'C- Al e-RT e 4,< C ro 6D STREET STREET TREES SIZE QTY. SPACING COMPAIV ES AS REPv/RED, 2 W02,C1N6 DAYS 1=2/0K TO EXG4V,47/OnJ. RRov/OEU Idre 33 22 ' G-tHL&"T7 611E.i►�.1 Lie HERMOSA AVE. PLATANUS ACERIFOUA 15 GAL 13 30' O.C. A- SANE ABR EL VALLEYTMUNIC PALL WATER DISTRICT fl' f E /S7' HIGHLAND AVE EUCALYPTUS MACULATA 5 GAL 78 30 O.C. MR- BOB STALLiNGS (213) 969-2718 FOR BASE LINE ROAD CONSTRUCTION /NIPROVF_MENTS LIQUIDAMBER PL/2 � MAYBERRY AVE. 15 GAL 14 30' O.C. � 4 STYRACIFLUA PESTIVIL_ B. GENERAL TELEPHONE (800) 422-4132��-T' ������ 0.5 N TO FOR UNDERGROUND SERVICE N S �Ol� ' �GdL E_ C• SOUTHERN CALIFORNIA GAS COMPANY (714)529-2889 c V/ti o hp��C15 ® SCNDOL POETION 2191 E. BIRCH STREET (714)529-7070 SLOPE VAP.I ES 4 I1' _- - ' BREA. CA. 92621 G iTY PORTION _ ® LEGEND D• CUCAMONGA COUNTY WATER DISTRICT (714)987-2591 9641 SAN BERNARDiNO ROAD -��-J -X-X- INDICATES 6' C.L. FENCE RANCHO CUCAMONGA. CA. 91730 2 4"A.C./4" A.g. 4 1 O INDICATES NEW STREET TREE E. METROPOLITAN WATER DISTRICT (714)593-7474 1 P•0• BOX 54153 �---� INDICATES EXISTING AC. PAVEMENT LOS ANGELES. CA- 90054 T1= 6 .R. = 18 _ S J INDICATES EXISTING V.C.P. SEWER F. PACIFIC TELEPHONE COMPANY (714)999-5639 MAYBERRY AVE ____o_ INDICATES EXISTING SEWER MANHOLE E3Ati yA rel ST. TYPICAL SECTION 41 w w w INDICATES REMOVE EXISTING A.C. PAVEMENT Q Q INDICATES CONSTRUCT A.C. PAVEMENT STA. l O�-o o TO ICD + SO•!o I L Er�1 o Iv. Ave. �•- d INDICATES CONSTRUCT VARIABLE THICKNESS 26,LIMIT OF CONSTRUCTION BY c iTY c � w A.C. OVERLAY v 7 INDICATES LLD MIL.L. PAVEMENT. 33 33 H I c5N LAt JC7AvE . l l 22 2Z� 1 I Lp RpP FGtEC44bA ' - INDiCQTES 3"A•L• PAVEMEIUT ON N4TIY1= St7fL, PROJECT 3 t (z1 \ 19 Tri s-r2E�T 0.17' Ql 2=per Z �'/F{ y4-� v1 <^ RpFE SDESCRIPTION OF REVISION DATE APPR. 3 V l C I ISS 1-C y M�P oQS/� No7 To , µ °°G� CITY OF RANCHO CUCAMONGA 2 ( 4 A-C. � 4!'&.e . u a M.23814 � m T1= 6 R. = 18 IMPROVEMENT PLANS FOR Exp.12/31/'93 HERMOSA AVENUE HIGHLAND AVE. CIVIL FROM HIGHLAND AVENUE TO 450FT. NORTH sl 9lFOFCAUF � MAYBERRY AVENUE TYPICAL SECTION FROM HIGHLAND AVENUE TO 651 FT. NORTH 5T&. to +oo To 23+ 4�. oa (w) HIGHLAND AVENUE sT x•31 'q FROM HERMOSA AVE. TO MAYBERRY AV E. CONTRACTOR' S RESPONSIBILITY FOR SAFETY APPROVED BY f -,! DATE IN SUBMITTING A BID FOR THIS WORK. THE CONRACTOR AGREES THAT HE SHALL CITY ENGINEER � �� '��'rR. C.E. NO. 22397 ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING DES IGNRECOMMENDED BENCHMARK= THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL ASSOCIATED ENGINEERS PERSONS AND PROPERTY! THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY M.E. 2 9259 IaTIGA RVE. S:11TE i00 C ? rn CITY OF RANCHO CUCAMONGA BENCHMARK NO, 93 AND NOT BE LIMITED TO NORMAL WORKING HOURSo AND THAT THE CONTRACTOR RaNc.N�' cu!AI�lU1,1bf�. CII. °I I�3o DRAWN SHEET CHISELED SQUARE ON SOUTH END OF THE SOUTHEAST CURB SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS -i 9 SU - 11 S2. RETURN. AT THE CORNER OF HIGHLAND AVENUE AND HERMOSA FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE FAX ( X14) `l A-I - 6 f'9 1 1 OF 6 AVENUE. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING ELEVATiONs 1507.78 FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CHECKED R.C.E. 23814 Q DATE FILE NO.85-g2 t3 \ i .... .. ....... b ExtsTIM(I '+ BENCH MARK b20umv (T m- rzl,nr 200' v.c. o _Z rz� > "G i T y of R.4/VchiO GuC.etMONG.� )Vs 93" /4 el4 TDP OF e m v V P t 9 S 8 Z FA16 CI-//S u- 0A1 So6eTy �t/0 of soceT�vEAST ZZt N O� Q v C/-!R3 rPETu.4it/ AT C0.4�/ER DF ,y/G�i'G4N0 a � �: Avf. AND NfQMasA AVIE. V `4 It%'P f-i7 v ELF-V. s /S D 7.78 Z J 4 N q `! 4U v + ul �t.6 �9 r -a O � n eo Ns + � a o v Via- + + Oa 0 a o W - 1500 IV G , 1500 IN a IrXtyTIK161 T01" at- ° -©• �odl. Vh.VGMEIUT � r �} FIM117H SLJ 2PALE (,p Roo V c. fn rn t` in l M �1 N 0- - Z, N Ir 0 * �m � � O*o O�'' No Zw/ o� � N p � W o _ O0Oa �o ` p to V U, a- 0 s tJ + a + �! Lr` r �. 1500 \1.F1 = or. (o F51 - - w15 0 0 LLI 40 to ZUO� V. C . A/4 a�4 bj4 N, TOP OF OJEP7 ? V.P 1.= 9 0.SZ 11J o 4 1.1..1 oIca v (n WV O '2. E' v � FUTU2E?.G. 1- V �} "� ZZ + N g] F-% H � O 0 4 a ul 0 tv a L� Q I` NO to N V 9r: Va Lp� + N + 4d) 1500 S rzouuo Lv 5• r7-/w - _ 150 0 S PROFILE .; SCALE VERT I"=4 10 I I 12 13 14 15 16 17 PLAN il t,3 SCALE I = 4d y�0) LON6TRUGr Mr PART CONSTRUCTION NOTES 1—CONSTRUCT A.C. PAVEMENT PER TYPICAL SECTION Z ``SQ�� i O—CONSTURCT aw P.C.C. CURB AND GUTTER 4-�ETZ M aS A AVE . a � � N � 3 ,' \3oo) 9CONSTURCT 4w P.C.C. SIDEWALK PER TYPICAL SECTION SSE SKEET 4 / Q tiv / � 3 � �i � s_ 4O--REMOVE EXISTING CURB 1nf V + zetrov� �� �` r (TI (D—CONSTRUCT CROSS GUTTER AND SPANDREL PER STD. 308 x' N N �� t 1 tG 6 REMOVE PARTIAL OSS r r tU - L CR GUTTER D I E + O7 CONSTRUCT SIDEWALK RAMP PER STANDARD 310 32 BO---CONSTRUCT UNDER SIDEWALK DRAIN PER STANDARD 507 _ v t _ CXLST / o? __ �, _ -- r,p;F•� -,E�� 15 - -- -..� _, - --. s q�R ('� 9O CONSTRUCT COMMERCIAL DRIVEWAY PER STANDARD 306 \ - S --- �14 o F 2 10 REMOVE EXISTING CHAIN LINK FENCE -7 or a �� 11 STREET TREES PER STANDARD 601 - - + o6v.83 t4 8� 540 -Loll IUSTh LI_ Sl2EET Lt G NT 11500 LUMEUS H F 5 5Y S.L.E. 174-11) 0,GDOCDIMATEv F3Y 17EVELDPEIZ . WmA z o� J 0 ��\ — C 13 - -- -- 13 —PROTECT EGRADE FACILITY IN PUCE ADJUST UTILITY _ COVERTO —--_ - t1 / � !- C,AgS) 14 RELOCATE EXISTING FACILITY PER PUN 7O N 13 REMOVE EXISTING A.C. PAVEMENT �IS00� �• w I . 313 9 18 CONSTRUCT 8 A.C. M !'E.Q STD .C. 13E •� 2 7 9+ 43 I J + 17 P CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY 0.1 M LA IN. O LON6TRL)<T10N BY mERS AND NEADER CU7 TO JotnJ_ V J Z W / r ie INSTALL STY�T 16H 5 Qr 7 5 18 L T 806 LUbIGN HPSv PAY S.L.E• PtS,I D A GZDIKID.TED PAY DEVELrJ PE.L_ . d + WlTN R-26 (hlo PAZKiktL�)QioNS. i 9 CDtiISTSzuc.T LATU1 �—' 13061 N O�Pll7 t ry tv Z7EPIZE�SIDAI PEQ STI7. t�nlb. ►JAZ. X Q IS 17 X RRURE G1R8 4 a&UTTER t l 8 I.E. GRADE. � NO � ADJUST MAr�II-FO -TD �42�� PRr7'PdSED F(1TC11zE fZ/w .HIGHLAND AVENUE. 99,0FESS10 �O M D Nq DESCRIPTION OF REVISION DATE APPR. Was -M14 m CITY OF RANCHO CUCAMONGA w Exp.12/31/93 sq CNIL �.* PLAN AND PROFILE jFOF CALIF�R Gu1zvE no-rv. HIGHLAND AVENUE uo- re - o �- -r LEGEN _qo STREET IMPROVEMENTS D , .3� I 35 - 66 0clo 53 43� 54. • 9I 34 q4•' ® INDILATEG A.L. OVERLAY —x—X— INDICATES 6' C.L. FENCE FROM HERMOSA AVE. TO STA . 17 + 00 2 35. 00 0[ 0° D 6' 1 T' s & . 34 7=,5. 01 1ND1CA7-E5 LDLD MILL PAVEMENT o ("off INDICATES NEW STREET TREE APPROVED BY I DATE `lam 3 Ia 6-7. DO' t I' 48N 24-7•0-7' 125• (9' ® O v CITY ENGINEER �-�— R.C.E. 2397 4 I°► -7 8. C70' 1 l V 48' 248.4 ' l 24.3 cI' � rNDI CL,T ES LIMIT of tf0NS7RUCTroN �.-�- INDICATES EXISTING A.C. PAVEMENT DESIGN RECOMMENDED 1NDICATFS NEW PAVEMENT' ASSOCIATED ENGINEERS s ZD 0 0.00' 1° 1 ►' 4 8" 25 I •2l' 125•-I�' _g INDICATES EXISTING V.C.P. SEWER NI.E.2 9259 UTICA AVE• ► STE 100 C•+• n • Dri�wN RANCHO CUCAMONGA. CA 91730 SHEET 20 22.00 'I° l l' 48" 253-��' 1 '2."1. 15 ® !Nv►carEs 3 A•L• DIV NATIVE �rL �- INDICATES EXISTING SEWER TEL (714) 980-1982 7 ZU 33.00 -1° I I' 4�" 2�5 3 5 l 2'1.85' MANHOLE FAX (714) 941 -0891 2 OF '•� INDICATES REMOVE EXISTING A.C. PAVEMENT CHECKEDCE. Z30I4- DkWG. NO. �. . P ,Z-3.-,3 DATE FILE N0,_85 -`i2I5 85-- 92 F, i ,.. (a- Al . T7- w 42.51' BENCH MARK 0.So •l. .47- o.c. Cir)e Of RA/1CA10 CUCANPovGA y4/" 95 F,&1,0 C/-//S a oti SO uTS/ ENO OF SOuTitlE.dST TDP aF GLITLF7 `\ v A��/aE Au/o eAlN6PiyosQA'vA✓fi ke �GyLAit/O Z"2' ISI. DF 't_ v \ F - .i E46 P` 16O 7. 70 v x.02./ U / N � 1490 N F1N�iIT SutzFAc� 200' V. eAMAI Bas/�v 1490 N r� �� i'I. — �� A. _ G"PARKWAY ------ + 6t, DRA/N 0 t � EXILiT C�jWU UD OD (E- H.6.L. V a'_j l Q > V > �6 N Q � Qo m NN Q � � � �_ 7Jl wr J - 6" N 6- N 7-F � �� - w N a- � • 1490 c=n 2ov' v. c• I0�90 1490 LINE 8 CL Y•P.I. _ 9 40 ° 9 Lu �-6. 50 % o+ N aNp O o Q _ 11! o TZ'Z' S - D ~ z.o 'EXIyT 6¢DUN a a � at4 ui PIFOFIL 4E OF INE ;4 4. 1490 S o l� W, 1490 S } z ON SHEET -5 o _ 0 5= 41% 0 _ o a ?_6 C; v. c• N ° } 4--z 24 R.c•P o• G• • p} (SOO LIMEa PROFILE ,. , SCALEHORIZ VERT 1"= 4' 7 18 19 20 21 22 23 24 PLAN SCALE I = 40� CONSTRUCTION NOTES O CONSTRUCT A.C. PAVEMENT PER TYPICAL SECTION O--CONSTURCT 8• P.C.C. CURB AND GUTTER la O CONSTURCT 40 P.C.C. SIDEWALK PER TYPICAL SECTION elW5TR Y.T THIS PAKT 0--REMOVE EXISTING CURB q 16 0 CONSTRUCT CROSS GUTTER AND SPANDREL PER STT). 308 V bLS wI9 MQ"f 9ETZTZy A\IWUE O— QEMOVE, PAET(G.L 6"+17' 6U7TETL. Z O q ND�3 I r0 N SE,I� SNF�"T 7 CONSTRUCT SIDEWALK RAMP PER STANDARD 310 h"F61, �--CONSTRUCT UNDER SIDEWALK DRAIN PER STANDARD 507 i 9 � P (D—CONSTRUCT COMMERCIAL DRIVEWAY PER STANDARD 306 SAA 8 � .�9 KV p o r MAY BERRY O 3 BERRY Q _ 11 �7I ��(?� 10 REMOVE EXISTING CHAIN LINK FENCE q N 44p 5'f 35�'E Q o lk L1111E/L ppb �Q- - C' 11 STREET TREES PER STANDARD 601 iNSTALL 5TT�T L16PUT 9� LUMSM kfP5V �0' 12 131/ S .L. I-. Fb,LIP C LDOIZDttiIATEV PTY DEVEL PRr. ti O k WCM R 26 Lt�nauKlN�1 cicflnts. Q^ v. g2i3.bo 9i_ f ca;�C(p 7 I \ 13 PROTECT EXISTING FACILITY IN PLACE ADJUST UTILITY 'ss� h., �JJ 40 .:r ` COVER TO GRADE 150.00 2�,\,� ` _ LINE E> � E 14 RELOCATE EXISTING FACILITY PER PLAN 2 - - 3 20N V �> R 0 STN A.0 G PAVEMENT EM VE EXi `--- ---- ._ ---- - Z� 7CONSTRUCT CONSTRU T 8A.C.C BF2M Ic - lot a '►� �;° ___ - a 17 CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY (0.1'MIN.) - -�T G ' [� �' �v , W AND HEADER c1JT Tb _)nim. � ^ t>Ek�R�uNL� io+32.49 NERAL TELEPHONE GAaLE /� I( , MAvB�R2 A LOPEQ_ y c^� t� - � �• ( � I$ INSTALL STP..E.ET LIGHT 51300 L111v1 Ella l�P SV • pRpR6>rD Q 10 ---- g!'/ 5-4-e- Pp,I D $ 0002D(IJ ATED V�Y DEVE 3 -2b (clo �rzt�iuc��s►�tvs. N 0 19 cDUS'TYuc.T C.&TW YsaSlal A,mp LbcAL O Z�I�LkKmlr�2 JDEARESS10A1 PEZ SCD. Dk!b.Sr�1cT 'R.C.P. Z L>,V E Z6 c ou 33" vRat�l - - - a' •c.� p- -�-- -- S.M.k - --- „v f-- _S _. SEE S(1�_ET 5 D- L04t7 = 1750 17 x 157. - -- ---- -- _.. - -- --- -- --- - - - - s - 2t CO U ST alenT 24" Q.C.R STo EM ln _ ID- LO/SD- 1500 -- -- ----- - -- - — -- _ �_— QapFE SS/p i A•A5 , l8 —j�— �— -ter=_ Q�C� Q 0 D0 �1e 18� b E 4 C qA0) �� y ?� i nZ DESCRIPTION OF REVISION DATE APPR. / W No.23814 (n m / cr Exp. I2/3I/93 * CITY OF RANCHO CUCAMONGA CIVIL �IFOF CAUF��� PLAN AND PROFILE AVENUE. 0HIGHLAND 60 " HIGHLAND AVENUE 1.I�TE ' � r,q KI D • TZ. � L -C 6VEet-k•F1LD L1TILlTIES TD FiE 1z.ELlJLdT17 E LEGEND '� STREET IMPROVEMENTS (7� !--}s I Q 4Ut` p� 13Y so. &L. E17112,OU 0. —X—X— INDICATES 6' C.L. FENCE- FROM STA . 17 + 00 TO MAY 8 E R RY AVE. I 2.4 7 .Q� 1 2�J �o J --&L. G �2 I °I"1 e,• DU 1° 1 V 48" 2 4 2� •45' 1 24 .7i� INDICATEs A.& OVERLAY5 ?i .1-7' 12�. ttl e� `./ INDICATES NEW STREET TREE 4N . 3 2D Un. 00 I° L )` 4-5" "LS 1Z► 1 2'5 •�� APPROVED BY f�� '� � DATE 4ZD 22. OD 1° L l` 46INVIt-ATE6 6OLD AMILL PAVEMENT --- -- INDICATES EXISTING C. PAVEMENT CITY ENGINEER !� R.C.E. 22397 2 �' 1ICC1L1L�CILLLLLdd s Zn 33.no' I" 1 1' 48" ZE557. 2l. ?55' Itvv(cATEs LIM1T DF CDN9TF0Lr1DN S INDICATES EXISTING V.C.P. SEWER DESIGN ASSOCIATED ENGINEERS RECOMMENDED 7,71- 00, CIO, I Z` 50" 42.51 2'1 • i D INDICATE5 NEW PAVEMENT M.E 2 9259 UTICA AVE. , STE 100 �7> .DO' 6 q° 4-7' 10 42. 1 2(0.'1 --��-- INDICATES EXISTING SEWER MANHOLE DRAWN RANCHO CUCAMONGA. CA 911-N6 SHEET TEL (714) 980-1982 8 Z Z. 00 S 20 2-8' 0 Z' 3 8• S'� 23•��` IND(CATE5 3" A.L. ON NATIVE �PD(L INDICATES REMOVE EXISTING A.C. PAVEMENT FAX (714) 941 -0891 3 OF 6— CHECKED �. .E, 23014 DRWG. NO. °I 7° 0 (n` 18" 41'i•-?la` 3057` P �2-3►-9'S _ , - _ _. — - _ •.. _ . . . DATE FILE NO 13_SE - 85 - 92 g i o - M BENCH MARK r0 rrC/rY OF RdIVC HO CUCA"0A/d d' Ila 93" QLr FND CH/S a O/V SOL/rR END OF 5C1/717Ed5T 8 CURB RE7LIRAI dT CORNER OF 1110tiZ.4&C t Lp d VE d ND HC qA 10SA d VE, 0 N V - EL.E 1 j 150 7 7B r � N �-- � I 0 O + o ° $ �' N — — U o !_ X520 WEST >" ± � v .•- � �- �•f'/3T. TOP dF CU?f3, 32' ✓EST r, 0 - � /oo _ p �X�S T. 't/.C. CRI.=�✓24.02l 1510 WEST o � 0 � ao � h n `� ., — � ti h oM h � � y 9 h a + n � vh o Q 0 U _ `' _ r N � N -5 1520 q 0 Lr 0 + -_ F 00 0 0 4 — EX/ST. TOP dF f�MT. 1 E 1510 oN T 7. 06 FvruRE TDP 0)c' E4ST CURB 0 � J N at. ,; oti 1520 EAST rO P OF EA S r CURB �. � % � h � 0 - F_Xl5T, 614M( /D 44'EAS 1510 EAST - ---- – --- - -- _ - PROnLE SCALE a o h FUTU V c, HORIZ. ° N P/. _ / Z3. .09 VERT. !"= 8' t ti /00er, of /00IV0. 810 9 6/4 �,4 '�4 /4 I I 12 13 14 15 16 17 PLAN � h SCALE : 1 401 CONSTRUCTION NOTES ZZ 1-CONSTRUCT A.C. PAVEMENT PER TYPICAL SECTION J l4 \j,j N O CONSTURCT 8" P.C.C. CURB AND GUTTER - G 4 p 9 O CONSrJRCT 4" P.C.C. SIDEWALK PER TYPICAL SECTION w 4 Qtr o0 W W 0 40--REMOVE EXISTING CURB I W�! D '{" Z � (D—CONSTRUCT CROSS GUTTER ANO SPAI4aREL Pt1z s`f17 �� vL� LLY l-7� 20 �O� �2 O--RUsMOVE PARTIAL CROSS GUTTER W _ev 07 CONSTRUCT SIDEWALK. RAMP PER STANDARD 310 O �� I I 4 o�v Q Tao BO--CONSTRUCT UNDER SIDEWALK DRAIN PER STANDARD SC7 I �/W 6D' oo�v 68' R/c✓ 4;-v, \9 CONSTRUCT COMMERCIAL DRIVEWAY PER STANDARD 306 IN _—+ ,� g3_f ,e!/�+/ tJ A 10 REMOVE EXISTING CHAIN LINK. FENCE 11 STREET TREES PER STANDARD 601 `�' �� oo _ M d �B"w �ET2An15.STRtt'E N N 3r �\ IWST&ILL ',-rR,�E,7 L16NT 9506 LUMI=1U 4PSV -/ N1 S `yZ tih� til iv 12 S.C•P_. PAID 4 6WEPIMATED F5)/ DEVELOPER.W 71-•1 R.-26(UO PAmruma) S1GNa. lY, 0002'3 "E r3 S.wh�c�r ® T1vv 14 23•Z K �g �h �� �� 13 PROTECT EXISTING FACILITY IN PLACE ADJUST UTILITY _ — + _ - COVER TO GRADE Tc=oq.s - --- - --- o - w — — — -. _- - — _ 14, RELOCATE EXISTING FACILITY PER PLAN \1 N - o-- == �-- N T.c. -!5 L2B PpAr2f2o389E T,c.=/s/4.71 rc-17/8./2 g �zzso FL :Of; B f.c. = 10.6 15 REMOVE EXISTING A.C. PAVEMENT `o\ tlo IOfODi00 f/BPMOJd dVE. NV "� FL. =/5/4.04 ExiSr P/W fc. = /7/7:4S C _ �X�ST. .Y�W�_o � ----- — t} ,4YE.(E. I � `�`' -+r -- -- - - Ito 16 CONSTRUCT 8" A.C. P�ETZM. PER s-TD.313. OL`MSE TE'EES E SN�CU6S P�XIouEp Sy" ca vrF_4c roe �cfiuRE Gu I 17 CONSTRUCT VARIAPLE THICKNESS A.C. OVERLAY 0,1 wtt1J. 4�s[iTTER \ I o 406,05 ' PeoPosE o R/u/ r, r� S� I AND HEADER C15T�Jo IN . �C._/512. 3d r �r r 18a---195TALL 17T�ZEET Lt&wr 5660 LUMF-M 1-IPS\/ I- 3 l I 0 !U 3 2 S.C.E. PAID d DcreDIAIATED F3>' VevELOPeTL_ . E.C2. Iia foa.ol 1 7 to+ 7 2. 9 4 10 �1 l2 3 � � N 0� 0 � WITH �-26 ( KID t Af�'�_INb ) SIGNS. .� ZbM67Evcr THIS PAEr .� 3 J J 0 �4' ^ .q� w 0 o TRACT 9 4 01 —1�Pel_ss to N PCIZ S� VWC&. I " o » cDnls-tRucT cc�cc>a C�.�IN Atli I.ocAt ig a Z I N'0o 4 I o CURS DATA LOT 17 ° : �" to O .)- Q N i 1 + N d = 8 9 f 53 43 !U�} �M + Z o I 0 �+' R= 325 16 PAVEMEIJT TTLAkJe-,ITIOR.1 Pte_. + wW Q `� I ' IS S`CD. I-LAU 4-[7Co. Y, nt-t A. G. � Z m 33, r• 34.94 t3Et?M. aa9 HERMOSA AVENUE sE1✓ SHEET 2 - - QaOFESSi��N ��0 QM Dp q�� DESCRIPTION OF REVISION DATE APP R . �� 2 CITY OF RANCHO CUCAMONG `' A W is No.213810 rn T Exp 12/31/93 , cw ��* PLAN AND PROFILE E f of raA �'Z1931 65A e0W �V>=YNEA� UTILiTICS TO i=iE 1ZCLOGd'TED _ __- ��' Ste. Gd t_. I✓nl SDti.I c.o . (�, b(/(, . �^�'" / 0� STREET IMPROVEMENT LEGEND q ® INDICATES A.L. DVEZLAY INDICATES 6' C.L. FENCE F,QOM 4/GyL4N0 ^��E/Y[ E TL Q50'f �'O�'EI —X—X— INDICATES LOLP MILL PAVEMEIJT APPROVED BY DATE / INDICATES NEW STREET TREE CITY ENGINEER C . E . °n.2 .3�7 �. .� INDILATES LIMIT OF CONSTeULTiON _ �-�- INDICATES EXISTING A.C. PAVEMENT DESIGN ASS6C I ATED ENGINEERS RECOrNk'MDE�D INDICATES NEW PAVEMENT - s ____ INDICATES EXISTING V.C.P. SE;"SER M. E. 2 92541 U7164, k\lf-• STE . l cO C. - n-• ® INDICATES S" AL. ON NATIVE SOIL - INDICATES EXISTING SEWER MANHOLE DRAWN 1ZaNGHo GULaMpi�IbA, GA. 9l1 �O Sh: _ (-114) y$0- 19 82 Fax (l 14) `14-1-013°11 4 _U� REMOVE EXISTING A.C. PAVEMENT ChECKED R-C-E, Z--,b 14 DRWG , N',L - �xP Ir 3 DATE FILE NO.-P'5'7--& l' IN _ �- ......, . .. ......-.tee._,_ .... ..« _._ .. a ,. .. .._.. . - _•_-. -.. ... -+-----.««- . .- --- .. ... .. -v--.._. - - ... -... .._.,.> . .w._ .. .. .. .. -> _... .... ............,,...,. .......-....._._._.....,.. ♦........._..-....- .> . ......._...... -._ .. - .-__t - -.-.•-- r.- . - .- 1 - Its ° BENCH MARK N p o • C/TY OF,PANG<.'O CtI04 MOMGA N°53 ` O VO fNO. C.q/S b 'ON SOUTH END OF SOUTHEdST C1, Z CURB RETZ/rPN AT CORNS-.P OF //0, "ND AVE. ,dA0 A/EPMOSA AVE. i g ,� 515 WEST Ery - IS07 W too' v.G. '� 4 1 O V �- V•PI. - 14,13.21 N �/ o � ^ '� TDP OF AT-67- CURB N p _ `I. p O•G. N �9 Oa P'1V A o 4�.Sr0, _ ! lir 1{2.'s} o.c. Q Q i{1 n <T r �' W �1 o.c. CONSTRucr + It 55 L.F. 33 'iPlf' \J T'1 I_: v t` U � �� 17 50 V _ v 0 5X/5T. 6r6UNP, 33 W65T t N tl >s + 1495 WEST ,Nn o � -�� O IL +� "° D • CUR$ INLET n C tI6 25% 0 (Q ¢t0 r• 1 �cVRO INLP.T O / 0 Q o o a r M q .--� Ek/5T'. TDP PtiMT �7- o. b + F S. �". + r FMoeE' TOP OF CURB h o M h v o�1 O N` i ; 3 r _ 661° -� H/GHLAND AV6VUE M '► ^� `� U' . V� - y - h .s = e 101 O °� ! H G L. Ah a �°, k 5 a +, o ter w 0o V • I} - M � U O Q1 v h _ �. ill / � ♦ � rl , _ 1495 �; o a 60 0 0 . 4 > v - �, o " �- 1515 EA ST T'1 1�p 33 II, 5Q- �) r� v>I'0 0 �- •� 4- v + 0 0 h 0 c SToem1 5- O ti T O �} F. O N 0 D z�J 111 TIQul { N N N - -"7 �^ 71. o Q �? f�. }� ,141 �'� 14 S-O.DQ 5fi 1p ON opt M r h /VE �ti. Fv 24" G.M.P. STc2M D24thI 4 V EX/S T. TOP PAVEME/VT AT 0- n ,� M EX/5T. TDP OF CURS, E:4-57,7 Z' SCALE : HORIZ 1--4(" H/6AILAAIDAV/E/VUE U- 0 0 f �-� VERT' I"- 4' oL N p o RIPOF/LE' OF L/NES B e C NOTE. V_EM0vE 9YU,yTIM6 24° V-G•P STUF2 _ N ON 511EET .3 AI]C7 CtltvIUtiGT 33" R.G•P. STA2M, r (lu 149 5 N to Fes- 3 O N M U' 0 TO E X 15T. S. G.M-N • EAST N °0 � P - ± o o o oppt - PROFILE eC i r- N � � SCALE= HORIZ. 1 " 40' VERT. 1"= 8' 9 10 II 12 13 14 15 16 17 18 PLAN SCALE'- 111 40� -� t3 CONSTRUCTION NOTES ` \ t0 CONSTRUCT A.C. PAVEMENT PER TYPICAL SECTION I � 22' 22 ,- 1 y [" 20, O CONSTURCT r P.C.C. CURB AND CUTTER t i , 1; O CONSTURCT a P.C.C. SIDEWALK PER TYPICAL SECTION m t ,,d of Q 8 J 4O---REMOVE EXISTING CURB \ �l! pl iq Q (s)_CONSTRUCT CROSS CUTTER AND SPANnRI PER STD. 308 J N u- v LOT 18 I k 4 Q Q _„ m O 'h n 6O--QEMOV E PARTIAL CROSS CUTTER p O7 CONSTRUCT SIDEWALK RAMP PER STANDARD 310 W o 'r a-t + � � � I � N � �I. i ` �__ 91 11 O 8 I Q' � O + W -� o o LeJ�tSTRcf�T oI� , 0 3 3 h h a�v: ,, 1 NIS PA12T' p O 3 ��' �Iv 3 w h 3 '� o Q t4 /.h? O--CONSTRUCT UNDER SIDEWALK DRAIN PER STAVnARD 507 wF G 4 ie h * Ih m p• V U k\� _ es ( 0 7 e� c• N V �p �� W b p t} } V v� b O CONSTRUCT COMMERCIAL DRI'JEWAY PER STANDARD 306 s q a w + zz*q�.I�e.c.Q o , > p Iti d W 3 v _ L//1/E Njr, 34 t8 A I 2 I \ t7 _ _ - - _ 10 REMOVE EXISTING CHAIN LINK FENCE A 3 I 2� h 2 I I a �x R/w Q 3 __ _ __- __ �- y - `INE b 2� _ -_ - _ IT -, 620. 6/ - OL 11 STREET TREES PER STANDARD 601 13 - - - - - - - - - �- - 1 NE G - - .. _ �_ 1*15TA.LL STREET LA6NT °1500 LLL ME.W H PeW P5,-/ - - ----- - - - p 9 -- - __ -- - - - --_ - -- - - --- -- -- -- PAI D7E P5Y •.)E\/ELDT'F�TZ_. s 9 N T.C.• kf9B.�/ 0 6 12 Z.atg4 P Tt.- ) . /otoo, oo-MayeERQr avE v J I al -LOC. [, O�ti�h�� so j, m N T.G°J 64 f,L.=1497.61 D �� )' �=(.''/503.Z(o FC 6508•r�9 T.C.:/5/!,25 - �T.G.r/517. OQ ( -2Lo D A K1h1Co SIl�h1 Z7f40.51: y/4yLdA/D 4✓E.(E / 1r F.L.°14 4.97 _ mss -_ _ L. _� ( F _ S f ; ✓O/N EX/!T 13 PROTECT EXISTING FACILITY IN PLACE ADJUST UTILITY - -- - - -- _ - �• - - _ PVA Ste' �. COVER TO GRADE � • - - / ro L = - - /V. O'OZ 'S0'E - - .i - saw car '� - - y��.I / _ 1j ¢ _ 1A•"¢.L.P � N i _ 14 RELOCATE EXISTING FACILITY PER PLAN - - P"G- - -�:i- - �S T X/ST C `G r 2 5 M -`ice 1 �`� __ '- _� __- -� 15 REMOVE EXISTING A.C. PAVEMENT r �' - - _. . _ - --><r:.;t C - _ - ` -' 16 CONSTRUCT 8 A.C. E7EQM PER STP 3)3. }I N I I ��•.( 42I � C.rS. -Et. w 487.27" 17 CONSTRUCT V RI ( I'Irtlir.) -5.01 (E) B.L. e� I t'ie'o kI " Q s/w �~ AND HEADEP- ABLE T To THICKNESS A.C. OVERLAY D. I 2 l7 28 a-INYI4LL STVE1_.T LIbNT 58co LUMEN AP15V F37' � EX/ST, STREET /MP S. > ���� I'i Iu �. Z FER 0 WO. A/0 646 St C- P0.1 a & e4mD l lit XED gY T A L_ PE>L W ti w1TK 2-210 (oto �A� ,IN[�} slr�rts. 24+ (S.}to E) e .C. F{ cc>us-reucT- cnTGN ov sr N At�t� Lac A� ST, Md,QkE,Q TO I I V st 6 4' > dE REMOVED T7> YQE�l01 1 PEQ ��D. Clv�lfo. �7�2. T R A C T NO 9 0 0 -GOt.LSTR�)S 33" �Z L.Y STt�ZZlrl L�RAII.I . � t Q 5 ` D-LOUD 17 O IN. AI 99 E L4+ 44.Z2 ( E) - - JOtrl EY.1�i7' HIl�NLA�1D AVE . Jo/ni x ,SC�� Qy �- LOLP MILL PAVEMENT' AND BUTT .]DIN END e_oki,5T. GUEB,&LlTTErL 8g h O V I � � , G A�lUST ML�1HoLzTD GRADE srDEweC l�. I I >G�Q � y� ? FE -110 GOA15ZP11GT TCZ41.1'rITl04) >'c�c' �a �T� Q'LD-L OQa� $Sln/tr'q/ EMJJT• &.,/. PAVEMENT ( .a MAYBERRY AVENUE �A, � 00 JO1N EXIST. ppVE1KEU II �'�\, h �. < C,_ CL N0.23816 �n m DESCRIPTION OF REVISION DATE APPR I4' Exp 12/31/93 CITY OF RANCHO CUCAMON GA CCAUF�`� PLAN AND PROFILE PPA' cu Izv E na-rP. �-3�,qo �d rz o T LEGEND STREET IMPROVEMENT pp 1�° 33' I5" 7-9 .4 7 ' 14 84 -X-X- INUICA7ES 6' C.L. FENCE /�RoM► I�/6h1LANO AVE TU 6.50"t N,/RTI' �I &4 . 00, 10-1 2� 45„ I 1 :5 . ,q O a5.�Z ® INDICATES A L• OVERLAY - O � INDICATES NEW STREET TREE APPROVED BY � DATE � / g 3 2-7 . on 8 moi° 5 3 ' 3 0" 4Z. 36 2� .9 5' ® INVICArE� COLD MILL PAVEMENT CITY ENGINEER R . C . E . N .2 397 � - INDICATES EXISTING A.C. PAVEMENT �- 4 2-7 . OD g o', 0G, 3 d" 42.4 6o' 2-1.05 rNDrcaT�s LIMIT- OF LONSTQUCTIDN DESIGN ASSp� jATED ENGINEERS �� cOrlr✓EI�DE 5 (Nl7lLATES NEW PAVEMENT -S INDICATES EXISTING V.C.P. SEWER 1}11. �.Q f-T25011 LITIC A, AVE . S-'E . (00 C h DRAWN 2aNGH0 GUGA�IlON1C�Q� Gl►. �l1-1�i0 ShE't_ I INDICATES EXISTING SEWER MANHOLE -TSI-.{-1 141 -100 - 1982 ® INDICATES 3" A.C. ON NATIVE SOIL VN.)( L-1(4 9 4 t -0 ISG 1 5_ OF 6 IN[`ICATFS REMOVE EXISTING A.C. PAVEMENT ChECKEu _._.._ R•C �F. Z5 014- E x . DATE _ FILE NO.-55--17-01