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HomeMy WebLinkAbout1663 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, 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, REPLACED RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. EAST SIDE OF DRIVEWAY 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. Q 4 AT 29 SLOPE C/) 5. A PERMIT SHALL BE OBTAINED FROM THE STATE OF CALIFORNIA (CALTRANS - DIVISION A) PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN FOOTHILL BOULEVARD RIGHT-OF-WAY. 3' AT 1.339 SLOPE 6. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SFT AT ALL HINGE POINTS, EDGE OF PAVEMENT 21-031 — POINTS WITHIN 3mm OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 15.25M INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED I' l w w BY THE CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 18.593 2.438 Z > 0- 9.754 9.754 VARIES I J 0 Q w 7. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. EXIST. CURB do CONSTRUCT 102 MM THICK FULL WIDTH 1.219 GUTTER TO BE I CONC. SIDEWALK & PER SHEET 2 do 3 m LL- N W S. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACK FILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE REMOVED I D O x PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO SAWCUT ( U Y Z THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. & JOINr-i- I U O -----------T -� Q Y U 9. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS --- i I N U COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. ------- --- i m Q m 10. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS --_- —_ COMPLETED TO VERIFY. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. EXISTING A.C. PAVEMENT 11. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. ON FOOTHILL BLVD. 12. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED o I WITH FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. > 0.253 CONSTRUCT MINIMUM 127 mm A.C. PAVEMENT ON BASE, AS REQUIRED 0.125 \ 13. 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. COURSE (B-AR-4000) AND FINISHED COURSE, AS REQUIRED CONSTRUCT CURB & GUTTER PER APWA \ I AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. (C2-AR-2000) ON 152 mm CRUSHED AGGREGATE BASE STD 120-0 TYPE A2-8; W-0.610 \ SAWCUT AND REMOVE > \ \ THE BACK 3 FEET 14. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED OF DRIVE APPROACH BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. TYPICAL SECTION F00THILL BLVD• \_ 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE DEVELOPER FROM RESPONSIBILITY FOR CORRECTION OF ERROR AND OMISSION FROM 9 + 0 9 . 2 81 TO 9+ 70. 957 � , � DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE :I CITY ENGINEER FOR APPROVAL. 1 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. NOT TO SCALE SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. ct�O � SG NG��F 18. CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600, 48 HOURS PRIOR TO EXCAVATION. O GO z 31 4'—PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: tA. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (626) 969-7911 lillix MR. BOB STALLINGS FOR BASE LINE ROAD CONSTRUCTION z U. B. GENERAL TELEPHONE 1-800-483-3000 \ C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES Li 216 N. EUCLID AVENUE 1-800-427-2000 COMM Z — — — ONTARIO, CA 91762 RECONSTRUCT REAR 3 FEET OF DRIVEWAY ELEVATING THE D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 I BACK EDGE 0.20' ON THE WEST AND 0.04' ON THE EAST, 9641 SAN BERNARDINO ROAD < I a i MINIMUM SLOPE ALLOWED IS 1.33% TOWARDS SAWCUT LINE. RANCHO CUCAMONGA, CA 91730 § w CONST. 4 FOOT WIDE SIDEWALK BEHIND SLOPED AT E. METROPOLITAN WATER DISTRICT (909) 593-7474 �- I 2% TOWARDS STREET - ALL IN ONE 8" THICK 700 N. MORENO AVENUE z � MONOLITHIC POUR - DOWEL INTO EXISTING LA VERNE, CA 91750 18.288 -1 o P I EMBED 8 ANDCEPDXY.WITH #4 REBAR AT 24" o/c F. COMCAST 909) 983-9895 U I 1205 DUPONT ST. PORTION OF RED HILL) .457 5.944 2.743 6.096 3.048 1 ONTARIO, CA 91762 � CONSTRUCT 102 MM THICK FULL WIDTH ( EXIST. CURB I CONC. SIDEWALK do PER SHEET 2 G. MARKS CABLEVISION 909 987-6275 TO REMAIN I WEST SIDE OF DRIVEWAY 10808 FOOTHILL BLVD., #120 909; 880-0222 SAWCUT I I RANCHO CUCAMONGA, CA 91730 �- dt JOIN I I ~ 3 ' I --- 4AT 29 SLOPE 1------------------------- ----- 2.0% I c< --� •�� ' 3' AT 6.79 SLOPE EXISTING A.C. PAVEMENTpr ' 0 ON SAN BERNARDINO RD. � - $`. Z > a- 2 ' 253 La CONSTRUCT 76 mm A.C. PAVEMENT 37mm MIN BASE 0.125 � COURSE (B-AR-4000) AND 25mm MIN. FINISHED COURSE CONSTRUCT CURB & GUTTER PER APWA co LA- (nN � (C2-AR-2000) ON 152 mm CRUSHED AGGREGATE BASE STD 120-0 TYPE A2-8; W-0.610 U Y O Z Q UO CID Q m TYPICAL SECTION — SAN BERNARDINO ROAD NOT TO SCALE Foo Sl TE �Nk SAN BERNARDINO BLVD. ROAD BENCH MARK: Y CITY OF RANCHO CUCAMONGA BENCH MARK No. 16—B m No. DESCRIPTION OF REVISION DATE APPI TY ELEV. = 377.216 ROVE 8.23 M. NORTH OF CL. OF FOOTHILL BLVD. AND ON CL. CITY 0 F RANCHO CUCAMONGA BAKER AVE. PROJECTED NORTH. 60.96 M. EAST OF CL. Av OF R.R. TRACT OVER FOOTHILL BLVD. ON THE NORTH SIDE. �R* FOUND. DRIVE PIN W/C.S. TAG IN TOP OF CURB. FOOTHILL BOULEVARD AND SAN BERNARDINO ROAD VICINITY MAP STREET IMPROVEMENTS NOT TO SCALE OWNER: BEAR GULCH PROPERTIES .� 8939 VERNON AVENUE, SUITE A - _ APPROVED BY: / DATE' MONTCLAIR, CA 91763 '' t CITY ENGINEER C�a ` R.C.E. NO. 24953 �d 1 DESIGN GILBERT ENGINESkG COMPANY RECOMMENDED ECKERT E. 3820 E. COLORADO BL., SUITE 109 ,1 C/ 4w. 34FP,7 PASADENA, CA 91107 (626)449-4537 DRAWN SHEET CIV! , N� G. MILLOT OF 3 .__. - Of CHECKED�� 34587 DRAWING No. Ok R.C.E. N0. 6 3 DATE 11--'K-t& FILE NO. 95-11 .a --1 I x-11 I ♦ D 7+75.4_00-CL ' �il�i EX. DRIVEWAY 1 - / d` I ZOD •A� z /-- 11 13 \ z / 1 6g O -' U' � O I II I 62 T W O • � o N � / 2 384 (sl / U1 00 N 15.240 9.144 I I I / 4.26 iii 10.973 8.748 0.396 ♦ ' III 34.2173 6 NO'15'00"E p ',98� L----il 1 c _ III I D II Sea, I I ' tii 38638 I z ii �X ♦ 9�q ' iii 86/63Tc ii PD�� TRAFFI u &0 C / I II I '� n / ul , 7+98.0_58-CL I /n -u l EX. DRIVEWAY I ♦ a'' +8+00 S(7 8 1 0 0.00 u l CONC eS tq , 225 CUReNDgRD / r I iii C O //i 8Y- 0g. n O ��c'I I I I ' n � " D .0 / // 0 n � ' �I I I II D /„'' / > 0 W 1 - II I(3862 O / I mz i II ' �86og0�� ii z ♦ l� B�OQ I n I SSR I di+ z 11 G� 00\/ D O II I / !\ I I / r I iii I 00 D " F- o o I 'iii EXIST. 2.286 WIDE O " CD F- / 8+10.00 II D / 8 1 .0 + 0. 0 cl) cn i ril ONC. SIDEWALK ' o II Z 00 / / (386.206) i 3 7 `� I I ii n rn � / III I I o x EXIST. CONC. CURB I �I n c / 11 &0.457 WIDE GUTTERI II I ' II C ♦ / II I II A I-Tl Z D 3)T n \li 138S 990E C I i 0 ♦ / ^ D iii I II O s/G�sTOpp/At( l/i' fO III / „ k / 00 ,�, 8- 2 2 0 + 0 0 �8+20.879-CL +� 0 9 EX. DRIVEWAY I ii orn / u' VRe ARD 1 v UU I II I I cn w ri D „ / O I J0 " Z /�� / -- / © r s��'�II I < r Tom ' 63pM I o � • � 8+26.213-CL 00 / I S EX. C do G END I z r p C Z ♦�' 2 8+26.499 � / O EX. F. HYD. (D clD cn o /� D / 8 8+28.060 8+30.831 rn 00 v c0 < / C D D TYPE L MAR`KEE)R \ TYPE N-1 MARKER I �o cn cD W Q / 2S OQ , + 3( 0 8 3 1 0 00 1 W 8+30.306 \ 8+32.693 I- o N rn Z / / 3 0 1-1 2 M TYPE L MARKER I Z D O / / O I zz z m EXIST. P.P. O , IF D -i � EX. A.C. BERM 1 w x / / D 1 I --A 600mm HIGH TO REMAIN I I ' r p D 0 W = I I � ��� n J W I! N D / z Ir m rn 8+36.676Nl-0e m � � GUTTER END I i� :� � ( ii nrn rnc'' p � / / r�i I 18,288M ii o ?< o00 /�i I _ < o D - ' ' I + 0. + 0 0 1 8 4 0 1 0 0 8 4 .0 00 m OD i 9.144M 9.144M 11 n c "' /ii / + W z 048 ' 6.096M` 8.687M '1 0.457 c co o z o X 8 .1 $ 8 .1 8 0 C) I `� II D CD Ij O CONSTRUCT 914 mm WIDE I Z �. I „ I n m ' Aj O 'V" GUTTER-PER CITY I I I 00 , ` I II D n /� CD sties / STANDARD I: / cn I `18+45.102 x(386.152) , u / 8+50.127- INSTALL 9500 :1 o ' � i ii D n �'� ' HPSV STREET LIGHT ON �8I I : I o it ii �� �'� CONCRETE POLE W/R26(S) ,S�i II 0 5.944M 'I o OD 6 , 8+49.609 M (BY SCE) 4 I C RB END 18+49.598 ii w W 8+50.584-P 8+50/L BC N0'15'00"E 10.726 �� SQ QQ + 8 11 337.232)1 25.32' O 85 863 i I /c�ccp O �� � �UL 44>11CONSTRUCT 102mm THICK A.C.I n�c9� 1 i �PAVEMENT OVER 152mm I II p f B�sQ � CRUSHED AGGREGATE BASE j ' 1 ! O rn N x D ' QO O �' � Orn / LEI +57.477 CL. PROP. COMMERCIALS I I c , F DWY. CITY STD. 101;W=10.668 I EX. LIGHT POLE M C /-77 DN 1.83MO BASE8+59.150 D 00 + 0. 0(386.332) TI rnD r / - a\. TO BE REMOVED \ 0 , z + v' I I x4 G D n 0 8+61.00-RELOC TO I /� ��9 a u) / 0 EX. FIRE HYDRANT 8+64.30-BC .� vO I p 8+64.30-RELOCATED . D FIRE HYDRANT �\ 1 ,�►.�� 1� 5 0 I �` �� / cIlx0 / � REMOVE EXIST. ISLAND ��4) °0 '�, �� / CURB & GUTTER 1 11 ��L I. 8+69.995 81-710 PAVEMENT & BASE I 386.383) / �' �- ' ' - 'I CONSTRUCT MIN. 127mm THICK i i . I I ��' 2=987 FULL WIDTH CONC SIDEWALK 1 I I I u' / O - CONSTRUCT CURBSIDE INLET PER! it 1 o a0 �,�; �v W CD \ 8+6.666 72.717 CITY STD. 107-B & MOD. HEREONi I ' I ti I m �' v �`(- SI )(RqD EX. TRAFFIC SIGNAL BOX 385.670 i ��0 ; �� a `� o �� 1l 424M�4;) REFER TO SIG. MOD. PLAN iFL' CONSTRUCT CURB & GUTTER I ��• ' 385.85 O 8+�5.00 qN0 Sq 42 FOO 3 O N THI l PER STD. 120-0 Al-8;I�W=1610mm O FL i' , e£RNgR�Ho C�D R._ , ; r RO + EX. TRAFF. SIGNAL BOX i I qD -i 8+50 0 REFER TO SIG. MOD. PLAN8. n ' 1 a I ; OOOM l 00 EX. TREE & PLANTER i I i ; D ;� n i/ O O TO BE REMOVED I I i l ! P.: vcp EX T l ' r R£F£RR�F/c SIGNgC I �I I I I S/G. TO CONSTRCUT ACCESS RAMP PER ! MOD. PLgN rn CITY STD. 102; X=2.134M;L=3.353M,I n 4.877M WIDE PUBLIC UTILITY EASEMENT TO THE CITY OF £k I B. X . RANCHO CUCAMONGA TO BE z I! i i , n?qF . 00 n RESERVED BY DOCUMENTS 'I ' NIB. D �� ,� REFER TOF SGNte / ( 0. 0 0o I iv I : 38'16'W N d I SIG Ok r + LA (i 13 i 1 ,so3, 'NOD pCgN Io o 13 a 3 iD i 8+94.199 i O C7 I 6 C. 1S•545 b i� i rn EX TEC. M /C74)c x . f8ETO D f. 8 9 .19 1 3 • a / srED m 6 2 6 8E.256 I fX, rn m rn 3 ao T ST CI I /� CO p 0 0 U+ Z7 1lixaAi ; OBE GhrT B l i i s i 3 c Wit°,, ,( RFC DCq T OX , (7 I EX. 500mm TREE ' i I ! `'' f £D � � � ' / � o 1 386 2 g= oo I m n v' TO REMAIN I i I I o o +; p `�s O 9 0 0 i it is vz mco ,p O + CONSTRUCT 127 m HI K �.C. o s� ^, \ Ek• 8.0 oom 336174 PAVEMENT OVER 1,52 M RUSHE m rn REFER�oF S/c I 9 O _ V. AGGREGATE BA 1 ' ' v ' i : i� SIG MOD P +QQ QQ LAN I13 t `,ley 2.43 �� ��4 'S s 10. 0 86M ; n ' + 9.28 �� �� "' P.C•C. -=_; ;2 per' �6� I / I I II II D n o o D C T.: .' i; � co it rn a� I 9 + 1 0 _ � SINE 0) + . m D (n n� - - -� 1 x hco z m z Z 0 -•-� z C CD ? o ,�, Z - ;- (n ro moo p c� v , - �0 90 yo�o � ^ (� In woo fTl co W , m m � Ocn DOrn � = TI � � .�: i r 0cn . � II II II II rnID O a /lJ n (� r� ''� = ' D cn N 00 DOZ ' . /V l jam\;,` Z DU o o � oo00tNv O n N D � m -00 � � � Z � n � n� Fri (A� Z 11 ISI D n rn Q O m � � r � � p w 0 rn- O C --� O 0 O X _ O z II II II II TC D TI Ivc � V C (_n ♦� I m � � NN /V rrTl n � � D O C r o °°� IQN � N < z m � rn � I z I Z rn � 0 m Z (D 8 o m O r� c� w I . 7 Iv � � S C �, o - o � � oN � � J � 0 C �o z D o0NN + Z � D 0 D -n (!) Z7 n D O 1 1 ' rn Dm rri n O a m N frTl N rn m DQ D -� m, Z O 0 O m 90 � ND n Z Z 0 z r - - � N NN o O m v c WW � 00 r 0 - � N N m N N I� J O 0 I U) I � D r � m m m - HIYON .. C7 N 0 m O rD T m W o m m 00 N rnm D Z INSTgCL >00 R26( D S) NEw R1 x ZO O o z � SIGN 8'1& m ao �D� I I 0-0 _M SEE W?rn _ rn -ID< Mq TC _ 09.281 S i 9+10.62 - INSTALL 16000 : ! P.c_c N ri O LUMEN HPSV STREET LIGHT ` 1 co � K ON CONCRETE POLE WITH Ln 8' MAST ARM I 438 21.031 ' - D (BY CONTRACTOR) I I !iD Ir _ 9 2(.O0 3 6.F30) z � I E ICI) ( 18"593 , l Ni CONSTRUCT CURBSIDE OUTLET PER CITY STD. 107-B W SEC.B-B I I .INLET THEREON I co I � g -n � i C 23.290 r Opo 1 /L 0 0 1' EREMOKG. SIGN R2 I + 0.00 w VE 6 1 3 ! �g4 r ac SA l VAGE S) 8 REMOVE CURB & GUTTER, I 3 �Sg�I i IV PAVEMENT & BASE I 9+2 i' O � I 6573 � 4. 0 ! I I C/L ; I 3 5. 6 5 I i I _ U j IC/) � o EX. 600mm TREE + TO BE REMOVED ! I ' c (385.93 ) 9:144 ~ I O W I i 1 !4.846 3.993 <f /P. I ` EX. Sp E R2�45 ED LIMIT SI .-.n rn Tp B GN CONSTRUCT 102mm THICK FULL I mz " iRELOCATED E I o rn Q C7 WIDTH CONCRETE SIDEWALK I 3 0. o ' i I r � ;;aD C �� 3 rn rn w fl II N am o � ! X ,: ::ti ��0 60' m 19 + 40.@o � � I . EXI GAS 1 + f 7 7 w cri n TO gE ADJUSTED VA�vE f i 1 C ! I DJUST ! i O O tv � CONSTRUCT CURB & GUTTTER PER ! ._ � I APWA STD. 120-0 Al-8; W=610mm li li D hl 9+50.00 -1 NJf � I . Ic- od m v Ut CO CA co N CA INSTALL NEW R18-1& I F r Z C' c'' ° D R26(S) SIGN ! EX i cn -� ! STOp � 00 D 9+55.00 - INSTALL 16000 REMOVE & SAS AG ' 9+50.0() I 9 5 0 LUMEN HPSV STREET LIGHT I j : E i + ON CONCRETE POLE WITH01 ! 8' MAST ARM (BY CONTRACTOR) I I` i C m cm 1 I 03 O I 1 A 2 m x rl 01 -, m C co m 0 ! o w I 9+64.527 ' ` r O STp, 101-C, R_L. DWY. PER Cl/ I � 0 J 2 438 >y I: M. W=8.30 I / 9M I r i j 0) J I i RAD1gL ! I I i z a' 9t7 ' 9+72.387 - PL. �4 cY c, 9+72 8 1p1 I 15 7 .0 Orop a ; I D ' 9+_'0.957--ANG. P 5. 4 8 9 5 1 JON 38 0.372M �` 1 O 9 72.1 1 8 R (384 7 TCo ; 1 + 9+75.00 I p�FL 0 ' I 9+80.194 JOIN :L I D I I I Q I( 0.910x0.910 GRATE & BASIN �- ii 2.591 DEEP-TO REAMIN 1 o I I z ' + 9 8 0 n 00 - n I I O u n , O SUBSTANDARD CURB -wii NO STOPPING R26(S) OPENING FOR FLOW LINE ;; SIGN TO REMAIN TT III , V J II 15.240 v II a, n u u n I rn u O ii IZO I + 9 .0 4. II IcLnz ✓ I n O u �rn� 11 " Izr z 1 384.62 II I m , CR u I � n , 10+00.00 10+00.00 O _ 1 +0 0 n l I + 8 u I u I O u , n I O u II II I , u I 1 n 1 A.. ; 1� ` II I K,3, 4 1 _ I I 10+16.698 CL. IN T. T_ D u (7 D Z II n x z m z _0 - :: SIGN ;; NO STOPPING R26(S) 1 o m ii SIGN TO REMAIN m0 0 m 0 �� 11 O m / � __q �I ' I V ! u ' r*1 I I I I fIILI � -1 II � .. O u � O ;u O u W O -0WG7 K: m Dom l J m � T ii I < _ 0 m m W --� /V (n ii x x :1 Z n II N 1— \ D n m • �7 �� O z 10+89.23-E.C. (n � 0Z_ z � I I Oz � n � D Imn O rn � � PER VIII-SBD-g_A N N D o x O W R.O.W. MAP O r- 0 oz � > ,^ ;;u O = O o m Nw � SOC m c -0I O / r— r D ` n (n O Z (Do � O MM ` ' OZ !CA om >� v�I + z � D \ D m O nD O � � O z z m � z 0 m � � � ^ D N y (V• /l � V� cD0 ` � iy1 O � CA t I m< 0