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HomeMy Public PortalAboutElm Street From Poplar Avenue to Monte Diablo Avenue and Poplar Avenue at Ellsworth Avenue Reconstruction - Phase I, Project No. 09-90-89.12-08W H 0 r ELM STREET ' ECONSTRUCTION-PHASE AND TRAFFIC ISL. BARRIER (4 E. POPLAR AVE AND N. ELLSWORTH AVE. GENERAL NOTES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APWA-AGC STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1997 EDITION, AND AS AMENDED BY THE 1998 SUPPLEMENT. 2. ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) CALL 1-800-227-2600. 3. CONTRACTOR SHALL COMPLY WITH ALL STATE, COUNTY AND CITY LAWS AND ORDINANCE AND REGULATIONS OF THE DEPT. OF INDUSTRIAL RELATIONS, O.S.H.A. AND INDUSTRIAL ACCIDENT COMMISSION RELATING TO SAFETY AND CHARACTER OF WORK, EQUIPMENT AND LABOR PERSONNEL. 4. PRIOR TO CONSTRUCTION, P.G. & E. AND CALIFORNIA WATER COMPANY WILL RELOCATE ANY OF THEIR UTILITIES IN CONFLICT WITH THIS PROJECT. IN THE EVENT THAT UNFORESEEN CONFLICTS ARE DISCOVERED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE HIS ACTIVITIES WITH THE APPROPRIATE UTILITY CO. IF ADDITIONAL RELOCATION IS REQUIRED. 5. WHEN SIDEWALK, CURB & GUTTER AND DRIVEWAY WORK INVOLVES SIDEWALK UNDER DRAIN DURING CONSTRUCTION, CONTRACTOR SHALL REMOVE & REPLACE THEM PER CITY STANDARD DWG 3-1-120. 6. THE CONTRACTOR SHALL ADJUST ALL UTILITY BOXES, VALVES AND SEWER CLEAN -OUTS TO FINISHED GRADE AS NECESSARY. ALL DAMAGED BOXES & VALVES SHALL BE REPLACED AT CONTRACTORS EXPENSE. 7. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG PERSONS, OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY & IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS 1992 EDITION. 8. PHASING & ACCESS. CONTRACTOR SHALL MAINTAIN BOTH VEHICULAR AND PEDESTRIAN ACCESS THROUGHOUT THE PROJECT AT ALL TIMES UNLESS EXPRESSLY AUTHORIZED BY THE CITY TO DO OTHERWISE. THE FOLLOWING ARE MORE SPECIFIC PROJECT REQUIREMENTS, ALLOWABLES AND RESTRICTIONS. A. CONTRACTOR WILL BE ALLOWED TO PROHIBIT VEHICULAR ACCESS TO INDIVIDUAL GARAGES WHEN CONSTRUCTION ACTIVITIES ARE ONGOING IN FRONT OF THE PROPERTY. THESE CLOSURES WILL BE PERMITTED UNTIL THE ROADWAY, CURB AND GUTTER HAVE BEEN REMOVED AND REPLACED. B. CONTRACTOR SHALL PROVIDE TEMPORARY PEDESTRIAN ACCESS TO PROPERTIES DURING ALL CONSTRUCTION PHASES. CONTRACTOR SHALL SUBMIT TO THE CITY A DETAILED PLAN SHOWING HOW THIS WILL BE ACCOMPLISHED. NO WORK SHALL PROCEED UNTIL SAID PLANS HAVE BEEN APPROVED BY THE CITY. C. THE CONTRACTOR WILL BE ALLOWED TO CLOSE PORTION OF STREET WHERE PAVEMENT AND BASE ARE SCHEDULED FOR RECONSTRUCTION. THE DURATION OF THIS CLOSURE SHALL BE FROM THE TIME THE EXISTING A.C. PAVEMENT AND BASE IS REMOVED TO THE TIME THE NEW BASE AND A.C. PAVEMENT ARE IN PLACE. THE CONTRACTOR MUST HOWEVER, PHASE THIS PROJECT SO THAT NO MORE THAN 200 FEET OF STREET IS CLOSED TO VEHICULAR TRAFFIC AT ONE TIME. THE CONTRACTOR MUST SUBMIT A PHASING PLAN TO THE CITY FOR APPROVAL PRIOR TO CONSTRUCTION. D. CURB, GUTTER, DRIVEWAY AND SIDEWALK REMOVAL AND REPLACEMENT MUST BE KEPT ON ONE SIDE OF THE STREET, KEEPING THE OTHER SIDE FREE OF OBSTRUCTION FOR THE NEIGHBORHOOD'S SAFE USE. 9. BASE FAILURE REPAIRS WILL BE FIELD MARKED DURING CONSTRUCTION. 10. THE CONTRACTOR MUST SUBMIT A STREET CLOSING SCHEDULE FOR CITY'S APPROVAL ONE WEEK AHEAD OF PROPOSED STREET CLOSURE. THE CITY WILL COORDINATE STREET CLOSURE WITH BFI (RON FIGONE, 650/592-2411) FOR GARBAGE COLLECTION PRIOR TO STREET CLOSURE. 11. CONTRACTOR SHALL COMPLY WITH ALL NPDES (STORM WATER DISCHARGE) REGULATIONS. 12. PRIOR TO CONSTRUCTION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PHOTOGRAPH AND RECORD ALL EXISTING PROPERTY CONDITIONS. 13. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHILE WORKING ON OR ADJACENT TO PRIVATE PROPERTY. ANY DAMAGES CAUSED, SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 14. THE CONTRACTOR SHALL DISTRIBUTE NOTICES WITH WORK SCHEDULE TIMES & DATES TO ALL AFFECTED RESIDENTS, PRIOR TO CONSTRUCTION. APPROX. SCALE: 1" = 500' E BELLVUE VE CITY PROJECT NO.: 09-90-89.12-08 LOCATION MAP I PROJECT LOCATIONS VICINITY MAP Pacific Ocean CONTENTS SHT. 1 SHT. 2 SHT. 3 SHT. 4 SHT. 5 SHT. 6 SHT. 7 TITLE SHEET ELM ST. PLAN & PROFILE STA 1+00 TO 5+00 ELM ST. PLAN & PROFILE STA 5+00 TO 10+00 ELM ST. PLAN & PROFILE STA 10+00 TO 13+35 ELM ST. CROSS SECTIONS ELM ST. CROSS SECTIONS PLAN, PROFILE, SECTION & DETAILS FOR TRAFFIC ISL. BARRIER SYMBOLS SD SS ■ CB ■ BB CB O MH 0 MH SL PB W • MB • TCI • CO STORM DRAIN LINE SANITARY SEWER LINE CATCHBASIN BIRD BATH CATCH BASIN STORM MANHOLE SANITARY MANHOLE STREET LIGHT CONDUIT STREET LIGHT PULL BOX WATER LINE GREEN MAIL BOX CABLE PULL BOX PROPOSED CURB, GUTTER, AND SIDEWALK CLEAN OUT • GAS E T CN • JP - WM PO FH ♦ SL a PAC • WV • GV GAS LINE ELECTRIC LINE TELEPHONE LINE CABLE TELEVISION LINE JOINT POLE WATER METER FIRE HYDRANT STREET LIGHT PAC BELL PULL BOX STOP SIGN EXISTING CURB, GUTTER, AND SIDEWALK WATER VALVE GAS VALVE ABBREVIATIONS (E) W G FH SS SD LF FL GB TYP SF STA S/W B/W CONF D/W SDMH ISL EXISTING WATER GAS FIRE HYDRANT SANITARY SEWER STORM DRAIN LINEAR FOOT FLOW LINE GRADE BREAK TYPICAL SQUARE FOOT STATION SIDEWALK BACK OF WALK CONFORM DRIVEWAY STORM SEWER MANHOLE ISLAND BCR ECR T/C C & G CB A.C. A.B. P.V.C. P.E.P. V.C.P. WM SSMH STD CL O.C. WR U/D BEGINNING OF CURB RETURN END OF CURB RETURN TOP OF CURB CURB AND GUTTER CATCH BASIN ASPHALT CONCRETE AGGREGATE BASE POLYVINYL CHLORIDE PIPE POLYETHYLENE PIPE VITRIFIED CLAY PIPE WATER METER SANITARY SEWER MANHOLE STANDARD CENTERLINE ON CENTER WHEELCHAIR RAMP SIDEWALK UNDERDRAIN DESCRIPTION z 0 (7)o >z w �J w 40. m w w z U W 0 a Q W 0 a d a w 0 CC O p 0 0 w cc LLB 2 0 z I _0 H rn U Z 0 (n U — ce LL w ir F- F J LLI ce W cc cc m TITLE SHEET w 0 0 BOOK NO. DRAWN BY: K.LEE DATE: 8/98 co rn co Cs; 0 0 0 0 i= En 0 w U w 0 SCALE: 1" = 20' PROJECT NO.: 90-89.12-08 CASE 1 DRAWER 15 SET 29 SHEET) OF 7 AS BUILT 16- 15- 14- 13- 12- 11 - 10- 9- 8- 7- Z 0 z I — z 0 0 O U' Z 0 to O N C{� CO CD O 1l) rn . 0 0 O cV U. O O + cr 0 L.� 2 0 N 1- + II J IJ CC 0 L - z 0 0 c 03 N II J w CO CD O + N 0) N N LL:I z J lt) X W In PROPOSED 1- tt] X W S=+0.0064 s. f 0 U) W PROPOSED E LT & RT S=+0:0064' DETAIL 25 LF i .110101.11.4•- 23 1+00 ONFOR CONFORM 1 3 l—� G 2+00 i ;� t'tr t'tr Sop watt SCALE: HORIZ 1" = 20' VERT 1" = 1' 350 50 SF 358 LF C & 0 WM • top wall top wood r-i all 0 I— 0 z 0 0 D - w D C7 3 0 Iii 0_ 360 8" AC t'tr top watt top watt 2+00 —3'x84' CONCRETE SLAB` 10'tr 351 3+00 CONSTRUCTION NOTES: ®REMOVE AND REPLACE CURB & GUTTER. ®REMOVE AND REPLACE DRIVEWAY APPROACH. ®REMOVE AND REPLACE CURB, GUTTER & CURB RAMP. ®REMOVE AND REPLACE CONCRETE DRIVEWAY. ®REMOVE EXISTING A.C. PAVEMENT AND BASE AS NECESSARY AND CONSTRUCT 0.6' OF A.C. PAVEMENT OVER 0.4' CLASS 2 A.B. NOTE: FINAL 0.2' OF ABOVE A.C. PAVEMENT SHALL BE CONSTRUCTED IN CONJUNCTION WITH THE 0.2' A.C. OVERLAY FOR ADJOINING AREAS AND SHALL BE CONSTRUCTED OVER PETROMAT. I 345 342 ELM ST ' 243 LF CURB 267 IF GUTTED •22'tr •31'tr 33'tr5.36 SF 3+00. WM 339 338 75 SF 45 SF 8' CURB TO REMAIN 26'• •30'ctunp 30'ctunp ___. • WM WM i 329 8' CURB TO REMAIN. 4+00 5+00 ®REMOVE AND REPLACE EXISTING STREET LIGHT CONDUIT, PULL BOXES AND WIRES (1 1/2" PVC WITH NO. 8 WIRES). ()ADJUST WATER METER BOX TO GRADE. ®GRIND A MINIMUM OF 0.2' A.C. PAVEMENT AND OVERLAY A MINIMUM OF 0.2' A.C. OVER PETROMAT. ()REMOVE AND REPLACE CONCRETE SIDEWALK. 1©INSTALL RED CURB. ()ADJUST WATER VALVE TO GRADE. 14 INSTALL THERMOPLASTIC STOP BAR & STOP LEGEND. 332 wall op.. watt 326 86 SF top PAC I a B Pg+:F 322 320 top wall to watt top watt top watt r, 63'tr 14+00 8' CURB TO. REMAIN "t 18 AC J 1 Z 0 D z_ F- z W 0 z CJ J 0 5+00 0 327 Fs8 WM W 325 30 SFi 1•w oQj ence! 96 SF 323 J W W W Cn N O_ T r w 0 >- m J D co to Q DESCRIPTION to 0 w 0 0_ a 'C ce _w E2 Q m LLI (f) LU w 0 U) Y CC 0 U J r0d tL 0 0 t - U W K 0 In 0 m SURVEYED BY: LJ 0 0 BOOK NO. DRAWN BY: K.LEE DATE: 8/98 O3 EQ Lai 0 0 0 0 m 0 Lit 0 W 0 SCALE: 1" = 20' PROJECT NO.: 90-89.12-08 CASE DRAWER SET 1 15 29 SHEET 2_OF 7_ C:\PROJECTS\SANRM1\NmI-4 07/27/1998 AS BUILT N 0 W 19- 18- 17- 16- 15- 14- 13- 12- in co in J W Cz C) z co X W O m C) CCU)• i&LO I— X W `o J LLI 0 N J co (tun In 0 In + to O_ 0 L. - z 0 0 Cr w CD z 0 CO + c0 0 Cr D U Cr O Li z 0 U 0 + N J to -H 10 + N 0 N L0 In in LD rII J Li) 0 H CO J Lif 1n OJ C31 CC - O tr-) N Q' O Li Z 0 0 J LiJ N + N J 0 z 0 U 0 C6 IQ-- ln CC) N S=+0.0038 In. . . CO O LL1 .. 00 W LU W z J I-- Cr PROPOSED L.& W — z 0 Q D I — Z 0 Cr _ 0 U LL_ Q J PROPOSED % S=+0.0064 H :ILO -70038 7— U 0 J =0 U N i i LL1 LL1 LL1 . LL1 PROPOSED IL LT & RT S=+0.009 RT S=+0:006 S `L S=+0.007 PROPOSED LT & RT S=±0.0064 W 5+00 zl 0 H 3'tr H Z L1J 0 Z J cr = 0 U LL_ < N5 W LL I LL1 LL I top Watt 323 CONSTRUCTION NOTES: °REMOVE AND ®REMOVE AND ()REMOVE AND ®REMOVE AND ELM ST 24 SF 30 SF 6+00 REPLACE CURB 8c GUTTER. REPLACE DRIVEWAY APPROACH. REPLACE CURB, GUTTER & CURB RAMP. REPLACE CONCRETE DRIVEWAY. 318 8 LF 158 IF C & G top watt SF 51 SF 6 LF 49 SF 90 SF wood. fence / 79 SF 317 313 315 ct fence 12.LF 36 SF 7+00 SCALE: HORIZ 1" = 20' VERT 1" = 1' 8+00 05 REMOVE EXISTING A.C. PAVEMENT & BASE AS NECESSARY & CONSTRUCT 0.6' OF A.C. PAVEMENT OVER 0.4' CLASS 2 A.B. NOTE: FINAL 0.2' OF ABOVE A.C. PAVEMENT SHALL BE CONSTRUCTED IN CONJUNCTION WITH THE 0,2' A.C. OVELAY FOR ADJOINING AREAS AND SHALL BE CONSTRUCTED OVER PETROMAT. ®REMOVE & REPLACE EXIT. STREET LIGHT CONDUIT, PULL BOXES & WIRES (1 1/2" PVC O7 ADJUST WATER METER BOX TO GRADE. ®GRIND A MINIMUM OF 0.2' A.C. PAVEMENT AND OVERLAY A MINIMUM OF 0.2' A.C. OVER PETROMAT. STA 7+06 CONFORM TO,. EXIST CURB, GUTTER AND S/W E LT 6 304 CO O' CD X Z LLl 303 305 ct/.wd fe l0'ttr vcc icc vJ LF tw W/ STA 7+62 CONFORM TO EXIST CURB, GUTTER, S/W & FL LT 50 SF Lti U) CC 0 tw 198 SF tw t 35: SF 239 NO.8 WIRES) 120 SF 246 237 9+00 ®REMOVE EXISTING 14" DIAMETER TREE AND STUMP AS INDICATED. SEE SPECIFICATIONS FOR MORE DETAILS. ()REMOVE AND REPLACE SIDEWALK. 11 ADJUST MH RISER RINGS TO GRADE 1© INSTALL RED CURB. 14 INSTALL THERMOPLASTIC STOP BARS & STOP LEGENDS. 3LF S • 5 L 112 SF. , 1 216 LF C&G 234 144 SF 233 ELM ST ct fe 15 LF 55 SF ct f -`%-'e 160 SF 10+00 28 SF z 0 I-- 5LFQ D CO z LL1 O0 Z J � =0 LI- o+DD° Q - 19 - 18 -17 - 16 - 15 - 14 -13 -12 m I — J_ D DESCRIPTION z 0 (no >z w W 0 w w z z w I- 0 w 0 o' a a w o Z w cc U CO CC a Z Z Q O (n mow�// ct F W U_ LL ckN� F- k I STA 5+00 TO 10+00 w 0 Ln 0 0 CO m 0 w cr (n W 0 0 z 0 O co DRAWN BY: K.LEE DATE: 8/98 aD CO W 0 0 0 } co 0 LL1 U W U 0 N w J 0 U PROJECT NO.: 90-89.12-08 CASE 1 DRAWER 15 SET 29 SHEET 3 OF 7 C:\PROJECTS\SWRIdN\Mm1-4 07/27/1998 AS BUILT 23 — 22 — 21 20 — 19 — 18- 17- 16- 15- 14— N N II J W (31 o� 0 U- zw 0 f. in 0 1' +Fr) ty coo o N N II II ww C}1 Lti 0 -- w z Q Q 3 z PROPOSED QS=+ 0.009 1- Z w z 0 v 2 LL Q � W I PROPOSED 1— 23 T & RT S=+0.009 w w I I I 10+00 11+00 12+00 z 0 3 z_ H z LEI 0 Z U 216 SF 10 LF 10 LF 110 SF ae tw 232 5 LF, 60 SF 113 SF n 4n a t I, I 1 I' 8'. CURB TO REMAIN-, SL 8 CURB TO REMAIN 8 112 SF LF S1't 227 Bit C W 19'tr 192 SF �n 1O'tr _PG&E G O + tw 20 LF SCALE: HORIZ 1" = 20' VERT 1" = 1' M. G y 14'tr 225 57.F 219 68 SF 5 LE 45 SF P 358 SF 214 WV 13+00 200 6 LF 0 I_-- Lr 0 Li z 0 0 n MI + M H V) L/) Lr W D 0 US 8' AC 13+00 g -4 i0` 10 I 211 90 SF w Li* tw 169 SF t- wd\jence ad fence STA 13+35 CONFORM TO .4 wd fe EXISTING CURB & GUTTER, S/W & FL I wd farce 22 21 20 19 18 17 16 15 14 CONSTRUCTION NOTES: °REMOVE AND REPLACE CURB & GUTTER. ()REMOVE AND REPLACE D/W APPROACH. ()REMOVE AND REPLACE CURB, GUTTER & CURB RAMP. ()REMOVE AND REPLACE CONCRETE DRIVEWAY. ()REMOVE EXISTING A.C. PAVEMENT AND BASE AS NECESSARY AND CONSTRUCT 0.6' OF A.C. PAVEMENT OVER 0.4' CLASS 2 A.B. NOTE: FINAL 0.2' OF ABOVE A.C. PAVEMENT SHALL BE CONSTRUCTED IN CONJUNCTION WITH THE 0.2' A.C. OVERLAY FOR ADJOINING AREAS AND SHALL BE CONSTRUCTED OVER PETROMAT. ()REMOVE AND REPLACE EXISTING STREET LIGHT CONDUIT, PULL BOXES AND WIRES (1 1/2" PVC WITH NO. 8 WIRES). Q7 ADJUST WATER METER BOX TO GRADE. °GRIND A MINIMUM OF 0.2' A.C. PAVEMENT AND OVERLAY A MINIMUM OF 0.2' A.C. OVER PETROMAT. 1° REMOVE AND REPLACE SIDEWALK. ©INSTALL RED CURB. 14 INSTALL THERMOPLASTIC STOP BAR & STOP LEGEND. ®36'redwood CO O 42'tree 41 1. N O r cc I — J 5 03 Ln Q DESCRIPTION z 0 1no >z w C W 0 a a a U (/) 2 a Z U O_ H U m 0 I -0Z Z Q O (%) o — c CE U et LL. F- ( J U 0 0 0 co cc LJ W tr D 1n 0 F- 0 O z O O m 00 m co W 0 Lil LJJ J >- cc z 0 00 rn 03 0 0 0 m 0 w O w 0 SCALE: 1" = 20' PROJECT NO.: 90-89.12-08 CASE DRAWER SET 1 15 29 SHEET 4_OF 7_ C:\PROJECTS\SANITARASml-4 07/27/1998 AS BUILT V' q m CM O O C" + O O + O O co + O O a U1 J _a N re+nn C" O a re + Cn O (rcr )) V ' 0) —s rn —i N CA Cr C' —s 0) —5 0 N re + O O a r0 O O CD O O CO re + 0 0 as N CM —1 f 0 ;j4 ma CM a C31, —16 V/ C1 SEA V' 0 CM CT' O Lc) - re V , O N CM AM 1 MI I a C' VJ re re SURVEYED BY: BC/GS BOOK NO. DATE: DRAW N BY: K.LEE DATE: 8/98 CHECKED BY: OC DATE: 8/98 co SCALE: 1 0 = 20' PROJECT NO. : 90-89.12-08 ELM STREET RECONSTRUCTION -PHASE I AND TRAFFIC ISLAND BARRIER STA 1+ 50 to 9+ 00 PROJECT ENGINEER PP i ��/ SENIOR ENGINEER ATE 6/4 Ina DATE APPROVED rigceia D8./4,09 DIRECTOR OF PUBLI W ORKS DATE REVISION NO. DESCRIPTION BY DATE /�� 3 Vf x s C= r3 0 O CM + O O co N O Ni re) re-) + 0 N + CT" O Co CD O N N + O O CO MINS cD I 0 33 h mZ re) cn O I —s N co O re) 14) U) SURVEYED BY: BC/GS BOOK NO. DATE: DRAWN BY: K.LEE DATE: 8/98 CHECKED BY: OC DATE: 8/98 SCALE: 1" = 20' PROJECT NO.: 90-89. 12-08 ELM STREET RECONSTRUCTION —PHASE I AND TRAFFIC ISLAND BARRIER STA 9+50 to 13+00 PROJECT ENGINEER 8�/ $/qg DATE 7A Pf O// ED IOR ENGINEER "" r2 _ 4 APPROVED oespo/fs DIRECTOR OF PUBLI WORKS DATE REVISION NO. DESCRIPTION BY DATE N A 6" SS 18" SS 66" RCP 1, SS E. POPLAR AVE. 10" 5S EXISTING AC PAVEMENT DEEP LIFT AC 'OP y I l l A FH A AR AUf- A. i 4 WIDE CONCRETE CURB Q�e +1T + +1 +12,6/2.6 520-C-2500 CONCRETE COMPACTED SUBGRADE CONCRETE CURB DETAIL SCALE: AS NOTED DETAIL A G 0. SL +12.59 1/2"R 520-C-2500 CONCRETE CLASS 2 AB COMPACTED �j\� jNj SUBGRADE +14.04 y 3.93.67 12,58.27 WCUT/& CONFORM � - 11.2 >2 12" SLOPE SEE PLAN �Z3 1/2"R 12.1 CONCRETE BAND DETAIL SCALE AS NOTED DETAIL B 4" + 12.28 3" 1n 1n z a U 14.11 14.2 14.21 74o +12 26 PLAN 3.96 3.75 3.81 ONFORM SF + 14.12 NORTH SCALE: 1" - 5' b' cksi ih 11.91 line 0.58 bw J\ +12.07 + 11.67 0 c> 0 0 14 a 0 1-9 CONFORM TYP OF 5 + 11.47 15" SS 7 -77 - CONSTRUCTION NOTES: 11.2 0" SS +11.39 3f A 11.4 11.6 411.43 REMOVE EXISTING CONCRETE CURB (31LF±), CURB & GUTTER (41LF±) AND SIDEWALK (300SF±). REMOVE EXISTING AC PAVEMENT (550SF±). REMOVE PORTION OF EXISTING CATCH BASIN AS NECESSARY & CONSTRUCT STANDARD TYPE "A" MANHOLE PER CRY STD. DWG. #3-1-104b. CONSTRUCT CONSTRUCT CONSTRUCT CONSTRUCT CONSTRUCT CONSTRUCT STANDARD TYPE "F-2" CATCH BASIN OVER EXISTING 15" RCP (1 EA.). CONCRETE CURB (92LF±). SEE DETAIL A ON THIS SHEET. TYPE "A" CURB AND 3' WIDE GUTTER PER CITY STD. DWG. #3-1-141 (4715±). CURB RAMP PER STATE STD. DWG. #N8-B&C(116SF±). 4" CONCRETE SIDEWALK PER CRY STD. DWG. #3-3-141 (4755F±). CONCRETE BAND (2515±). SEE DETAIL B ON THIS SHEET. 11.23 10.77 CONSTRUCT BRICK PAVING, HERRINGBONE PATTERN PER CRY STD. DWG. #3-1-847 DETAILS #216 & 217 (400SF±). REMOVE EXISTING A.C. AND BASE AS NECESSARY AND CONSTRUCT 0.50 FEET A.C. IN TWO (2) LIFTS OF 0.25 FEET THICK EACH (870SF±). REMOVE EXISTING 15" R.C.P. AND INSTALL 26 [F± OF 21" R.C.P. REMOVE EXISTING SOD, REGRADE TO MATCH NEW SIDEWALK AND REPLACE SOD IN KIND (180SF±). ADJUST MANHOLE RIM TO GRADE. ADJUST WATER BOX TO GRADE. ADJUST SPRINKER HEAD TO GRADE (5 EA.). REMOVE EXISTING CATCH BASIN. PLUG EXISTING PIPE TO REMAIN. INSTALL "STOP BAR" AND STOP LEGEND. m 1 S,. 5 DESCRIPTION 0 V)C 52 CC 01 m C W 0 O_ a a a FL'U^ V/ Q 9- z2 0 F- U D F- Q L z< 0 (n - U PLAN, PROFILE, SECTION & DETAILS w a 0 SURVEYED BY: d z 0 0 m 03 rn 03 Li 0 w LU J m z Q Q_ C CO rn CO a F- 0 0 0 m 0 w U W 2 0 AS NOTED W -J Q U to PROJECT NO.: 90-89.12-08 CASE 1 DRAWER 15 SET 29 SHEET 7 OF 7 C:\PR0JEQ5\SUMIW[/\Mm1-4 07/27/1995 AS BUILT