Loading...
HomeMy WebLinkAbout22771150' 1160 KIT 17#1 HORIZ. SCALE: 1"=40' VERT. SCALE: 1 " =8' m ROP. GRADE 0) oo , � 0 1 0' W/O CL +0 5 +00 STREET IMPROVEMENT CONSTRUCTION NOTES: GRADE 0 CL .: PROP. W'LY TOP OF CURB 1 CONSTRUCT 5" A.C. OVER 6" AGGREGATE BASE. 2&CONSTRUCT 4" THICK PCC SIDEWALK, WIDTH PER PLAN, PER CITY STD. DWG. 101 AND 103. 4O- CONSTRUCT ACCESS RAMP PER CITY STD. NO. 102. 4A CONSTRUCT CURB RAMP (CASE B, TYPE 2) PER APWA STD. NO. 111 -3. 5a— CONSTRUCT 8" CURB & GUTTER (A2 -8) PER CITY STD. DWG. NO. 104. CONSTRUCT RETAINING WALL TYPE "A" PER CITY STD. DWG. 604. (4' -8" MAX) 7- CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. 307. (SEE S.D. PLAN). @- RELOCATE POWER POLE & GUY WIRE (BY SCE). 13 RELOCATE SIGNS. 14 INSTALL STREET LIGHT 5800 LUMEN BY (SCE). 15 REMOVE EXIST. TREES, SIGNS, A.C. PAVEMENT, GUTTER, RET. WALL & PCC CURB. 18 PROTECT IN PLACE. 20 ADJUST TO GRADE (MH, VALVES, P.C.C. BOX COVER SURVEY MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURTENANCE.) 21 RELOCATE WATER METER PER CVWD STANDARD. 1A RELOCATE VERIZON CABINET (BY OTHERS) 1B RELOCATE ELECTRICAL CABINET (BY OTHERS) 7 +00 L= 23.43' CURB RETURN JU+ IA , IA U+! u uj _z-_a _ W. VALVE� HELLMAN 34' 6TH STREET R/W EXIST. C.L. FENCE i 10 +00 CALIFORNIA EDISON EASEMENT TYPICAL CROSS SECTION NTS FROM STA. 6 +11.50 TO 8 +36.97 TOP OF CURB 12 +00 GRADE 0 CL TOP OF RET. CURB 0 PROP. E'LY TOP OF CURB M m � U) '- 00° +� + �m 13 +00 AVENUE II OCllnl C CVICT DDn=PT CVICT TYPICAL CROSS SECTION NTS FROM STA. 9 +30.06 TO 15 +40.96 14 +00 LEGEND: - COLDMILL & OVERLAY ®- RECONSTRUCTION & OVERLAY CURVE TABLE CURVEI DELTA BENCHMARK RADIUS TANGENT t6 FD. 1" ROUND HEAD BOLT IN CONC. CURB STAMPED CD (0 14.87 "SB CO BM 01691" AT SOUTHEAST CORNER OF O O O O EQD-P 1 -BLVD. AND HELLMAN AVE., 1 FT. WEST OF -- END OF CURB RETURN. L= 31.13' _ _-- --- — ElEV:1203.623 CURB RETURN fk tµ +p IA _ -- -- ' U _ - - -" -_, cb m - _ r 2 oo p XIST. TOP OF CURB d-- -y i° o-- - — 1150 m� 0 ° XIST. W'LY TOP OF CURB 0 o CLOP. GRADE 0 0 0 o •- 1.97% 0 c6 �— in � , � 0 1.95% 1160 �N 1.82% -- 1 CONSTRUCT 5" A.C. OVER 6" AGGREGATE BASE. 2&CONSTRUCT 4" THICK PCC SIDEWALK, WIDTH PER PLAN, PER CITY STD. DWG. 101 AND 103. 4O- CONSTRUCT ACCESS RAMP PER CITY STD. NO. 102. 4A CONSTRUCT CURB RAMP (CASE B, TYPE 2) PER APWA STD. NO. 111 -3. 5a— CONSTRUCT 8" CURB & GUTTER (A2 -8) PER CITY STD. DWG. NO. 104. CONSTRUCT RETAINING WALL TYPE "A" PER CITY STD. DWG. 604. (4' -8" MAX) 7- CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. 307. (SEE S.D. PLAN). @- RELOCATE POWER POLE & GUY WIRE (BY SCE). 13 RELOCATE SIGNS. 14 INSTALL STREET LIGHT 5800 LUMEN BY (SCE). 15 REMOVE EXIST. TREES, SIGNS, A.C. PAVEMENT, GUTTER, RET. WALL & PCC CURB. 18 PROTECT IN PLACE. 20 ADJUST TO GRADE (MH, VALVES, P.C.C. BOX COVER SURVEY MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURTENANCE.) 21 RELOCATE WATER METER PER CVWD STANDARD. 1A RELOCATE VERIZON CABINET (BY OTHERS) 1B RELOCATE ELECTRICAL CABINET (BY OTHERS) 7 +00 L= 23.43' CURB RETURN JU+ IA , IA U+! u uj _z-_a _ W. VALVE� HELLMAN 34' 6TH STREET R/W EXIST. C.L. FENCE i 10 +00 CALIFORNIA EDISON EASEMENT TYPICAL CROSS SECTION NTS FROM STA. 6 +11.50 TO 8 +36.97 TOP OF CURB 12 +00 GRADE 0 CL TOP OF RET. CURB 0 PROP. E'LY TOP OF CURB M m � U) '- 00° +� + �m 13 +00 AVENUE II OCllnl C CVICT DDn=PT CVICT TYPICAL CROSS SECTION NTS FROM STA. 9 +30.06 TO 15 +40.96 14 +00 LEGEND: - COLDMILL & OVERLAY ®- RECONSTRUCTION & OVERLAY CURVE TABLE CURVEI DELTA LENGTH RADIUS TANGENT t6 1 89-29'15"1 CD (0 14.87 t0 O O O O 19.72 1 CONSTRUCT 5" A.C. OVER 6" AGGREGATE BASE. 2&CONSTRUCT 4" THICK PCC SIDEWALK, WIDTH PER PLAN, PER CITY STD. DWG. 101 AND 103. 4O- CONSTRUCT ACCESS RAMP PER CITY STD. NO. 102. 4A CONSTRUCT CURB RAMP (CASE B, TYPE 2) PER APWA STD. NO. 111 -3. 5a— CONSTRUCT 8" CURB & GUTTER (A2 -8) PER CITY STD. DWG. NO. 104. CONSTRUCT RETAINING WALL TYPE "A" PER CITY STD. DWG. 604. (4' -8" MAX) 7- CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. 307. (SEE S.D. PLAN). @- RELOCATE POWER POLE & GUY WIRE (BY SCE). 13 RELOCATE SIGNS. 14 INSTALL STREET LIGHT 5800 LUMEN BY (SCE). 15 REMOVE EXIST. TREES, SIGNS, A.C. PAVEMENT, GUTTER, RET. WALL & PCC CURB. 18 PROTECT IN PLACE. 20 ADJUST TO GRADE (MH, VALVES, P.C.C. BOX COVER SURVEY MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURTENANCE.) 21 RELOCATE WATER METER PER CVWD STANDARD. 1A RELOCATE VERIZON CABINET (BY OTHERS) 1B RELOCATE ELECTRICAL CABINET (BY OTHERS) 7 +00 L= 23.43' CURB RETURN JU+ IA , IA U+! u uj _z-_a _ W. VALVE� HELLMAN 34' 6TH STREET R/W EXIST. C.L. FENCE i 10 +00 CALIFORNIA EDISON EASEMENT TYPICAL CROSS SECTION NTS FROM STA. 6 +11.50 TO 8 +36.97 TOP OF CURB 12 +00 GRADE 0 CL TOP OF RET. CURB 0 PROP. E'LY TOP OF CURB M m � U) '- 00° +� + �m 13 +00 AVENUE II OCllnl C CVICT DDn=PT CVICT TYPICAL CROSS SECTION NTS FROM STA. 9 +30.06 TO 15 +40.96 14 +00 LEGEND: - COLDMILL & OVERLAY ®- RECONSTRUCTION & OVERLAY CURVE TABLE CURVEI DELTA LENGTH RADIUS TANGENT 5 1 89-29'15"1 23.431 15.001 14.87 (6> 1 89'11'15"1 31.131 20.001 19.72 15 +00 16 +00 �o I SCALE: 1" =40' 1150 DESCRIPTION OF REVISION DATE ' NwFlovm CITY OF RANCHO CUCAMONGA PLAN & PROFILE HELUAAN AVENUE STREET IMPROVEMENTS PHASE -2 FROM CUCAMONGA CREEK CHANNEL TO N/0 8TH STREET APPROVED BY: DATE: Z CITY ENGINEER RCE: 5 67 oEM MVA CITY OF RANCHO CUCAMONGA REpommDow ovm MVA 15 oF 29 W. RD2 2277 15 5 �0 M N W O Kxxx- - - Z • a I Q 3 a Q 3 # k 3: 3 + 3 I OELLMAN .AVENUE N STREET IMPROVEMENT CONSTRUCTION NOTES: 0— CONSTRUCT 5" A.C. OVER 6" AGGREGATE BASE. REMOVE & REPLACE CROSS GUTTER PER STD. NO. 106 -A. 4O- CONSTRUCT ACCESS RAMP PER CITY STD. NO. 102. 5A REMOVE EXIST. 12" C &G AND CONSTRUCT 12" C &G PER CITY STD. NO. 104. 7� CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. 307. (SEE S.D. PLAN). 10 CONSTRUCT CURB RAMP (TYPE 6) PER APWA STD. DWG. NO 111 -3, CASE A. 9 15 REMOVE EXIST. TREES, SIGNS, A.C. PAVEMENT, GUTTER, RET. WALL & PCC CURB. @- PROTECT IN PLACE. a i I 7TH STREET oro-rnor o: es: rcoe o. TYPICAL CROSS SECTION NTS FROM STA. 16 +00.00 TO 21+38.44 X W a LEGEND: - COLDMILL & OVERLAY ®- RECONSTRUCTION & OVERLAY CURVE TABLE �URVEJ DELTA I LENGTH I RADIUS TANGENT 9 91 "12'08" 31.841 27.001 27.00 BENCHMARK FD. 1" ROUND HEAD BOLT IN CONC. CURB STAMPED — "S13 CO BM 01691" AT SOUTHEAST CORNER OF FOOTHILL BLVD. AND HELLMAN AVE., 1 FT. WEST OF END OF CURB RETURN. ElEV:1203.623 1160 1160 o¢ sn rn 0N, +n N 071 . + N N O (n 0-7 ROP. GRADE O CL 0 o , o 00) 00 0r: rn 1�5 � 1150 U. o + 0o 1150 cy? + 8 XIST. GRADE 0 CL L= 31.84' CURB RETURN 1160 m + 1/4 A I 1A IA Ll 1160 co 04 t° �y�� e T © mR Q (j' _m F o r.: 1.50% i i so o n a+i o 0 X- GUTTER i i 5O to Lo 0 1.83X 1160 1160 1150 ii HORIZ. SCALE: 1 " =40' VERT. SCALE: 1 " =8' 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 s W 7 w a { • -� SCALE: 1 " =40' po PO 15 5 �0 M N W O Kxxx- - - Z • a I Q 3 a Q 3 # k 3: 3 + 3 I OELLMAN .AVENUE N STREET IMPROVEMENT CONSTRUCTION NOTES: 0— CONSTRUCT 5" A.C. OVER 6" AGGREGATE BASE. REMOVE & REPLACE CROSS GUTTER PER STD. NO. 106 -A. 4O- CONSTRUCT ACCESS RAMP PER CITY STD. NO. 102. 5A REMOVE EXIST. 12" C &G AND CONSTRUCT 12" C &G PER CITY STD. NO. 104. 7� CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. 307. (SEE S.D. PLAN). 10 CONSTRUCT CURB RAMP (TYPE 6) PER APWA STD. DWG. NO 111 -3, CASE A. 9 15 REMOVE EXIST. TREES, SIGNS, A.C. PAVEMENT, GUTTER, RET. WALL & PCC CURB. @- PROTECT IN PLACE. a i I 7TH STREET oro-rnor o: es: rcoe o. TYPICAL CROSS SECTION NTS FROM STA. 16 +00.00 TO 21+38.44 X W a LEGEND: - COLDMILL & OVERLAY ®- RECONSTRUCTION & OVERLAY CURVE TABLE �URVEJ DELTA I LENGTH I RADIUS TANGENT 9 91 "12'08" 31.841 27.001 27.00 DESCRIPTION OF REVISION DATE tin mvmovm CITY OF RANCHO CUCAMONGA PLAN & PROFILE HELL" AVENUE STREET IMPROVEMENTS FROM CUCAMONGA CREEK CHANNEL TO N/0 8TH STREET APPROVED BY: DATE: 3 CITY ENGINEER RCIE 53 7 ova MVA CITY OF RANCHO CUCAMONGA oovm MiEr MVA 16 OF 29 a+oa® COMM la RD2 2277 FD. 1- ROUND HEAD BOLT IN CORO. CURB STAMPED 'SB CO BM 01891' AT SOUTHEAST CORNER OF FOOTHILL BLVD. AND HE"AN AVE, 1 Fi. NEST OF END OF CURB RETURN. EEVI 1203.823 I HORIZ. SCALE: 1 dd n v� IFFyIm I � ��"1�'1� �� Y.B :i4. n&L•11(A10 [R¢. ® \ yO�I' .A`�1 p'=� Vr,•�-✓Aa''riii IRa'. Ir.wroA - .-...,.��,;.,� $a% d'vs='�v�eOA3_�'ss�i_��_�i�s�i�� 9 _ r•,��o�� `'4`0 ♦O �. n.>)t*aA`�Y e _ __ _y��'l*J Jw�9�r©� OA ♦A •��A .. _ ._ ..v.+.2• "� .�.}A _ _w`�wi�-e _ q._ti•Vu w:�@qy: 6�_Y_ _ _ _ P IN –•e= — �e _ _ oil= -„ R4 ___—_ jjjjjj�mjy9s.I�qmmmmmqw �IffimiaO�r,41 �1`p�,r��'fj®{fir ie�Ii® ® ®'mI'I p r is Ila © • a• 1 1 : . `. a y a a •,1 . a' '. , O 0Ila .10 go r r 1 1 11 1�h1,1X��� %..)1 I'I.h1.11 m1 ¢..cm..�!>k 1.11A•1t1, �i.1�u11�i11i1tin .�.1 . '7'rt 'rt{� \ry7•�� 1 0 1a x.. 1'1 . a : .' , 1.�®�� � __ 1', •r. 1�, m yr '. 1 Or1 �� 0 06CRIPNON OF REVISION I DATE CRY OF RANCHO CUCIAMONGA PLAN & PROFILE HELLMAN AVENUE STREET IMPROVEMENTS PHASE -2 ROM CUCAMON REEK CHANNEL TO N 0 8TH £ APPRMW BY: DATE 1 CITY ENGINEER _. RCE; SW (Fy1 P1µ PPFPMEO IN MVA CRY OFE RANCHO CUCAMONGA Ci MI RW o NVNE MW, 91]]0 211441 CURVE TABLE ' UR DELTA LENGTH RADIUS TANGENT 1 90971 78.79150.00 50.25 2 89.49.05- 78.38 50.00 49.84 3 1 I 9099'35- 55.181 35.00 35.20 4 1 89'341 42.211 27.00 28.80 06CRIPNON OF REVISION I DATE CRY OF RANCHO CUCIAMONGA PLAN & PROFILE HELLMAN AVENUE STREET IMPROVEMENTS PHASE -2 ROM CUCAMON REEK CHANNEL TO N 0 8TH £ APPRMW BY: DATE 1 CITY ENGINEER _. RCE; SW (Fy1 P1µ PPFPMEO IN MVA CRY OFE RANCHO CUCAMONGA Ci MI RW o NVNE MW, 91]]0 211441 p 1'1 IS 1.1 F 6::G�ialLAY���l01C:�TI � IG,:Tr.I' iso►� 1 - 1_ IIIIINI I1BI:I �1�II�I1 .a 1 G a VERI'7.ON 18 IB DRE\'F.\Y,\P 8TH STREET IMPROVEMENT CONSTRUCTION NOTES: C ONSTRUCT 5' AC. OVEF 6' AGGREGATE HOSE. ONSTRUCT 4' THICK AC. PAVEMENT OVER NATIVE ONSTRUCT V THICK PCC SIDEWALK, WIDTH PER PLAN, PER GITY SID. DWG. 101 AND 103. 4o- CONSTRUCT ACCESS RAMP PER CITY STD. NO. 102. CONSTRUCT W CURB & GUTTER (A2-8) PER CITY SID. DWG. NO. 104. `or CONSTRUCT RETAINING CURB VARIABLE HEIGHT, (3' MAX) ESA CONSTRUCT 6' HIGH MASONRY GARDEN WALL CONNECT TO RETAINING WALL PER CRY SID. NO. 608 AND DETAIL ON SHEET 20. ESB CONSTRUCT RETAINING WALL VARIABLE HEIGHT, (3'-5' MAX) PER DETAIL ON SHT. 20. 7o-- CONSTRUCT LOCAL DEPRESSION PER CITY SID. DWG. 307. (SEE S.O. PUN). BO- INSTAL. METAL HAND. RAILING 'TYPE B' PER CITY SID. NO. 602. 9 ODNSTRUCT DRIVE APPROACH PER CITY SID. NO. 101. 10 CONSTRUCT CURB RAMP (CASE A TYPE 6) PER APWA STD. DWG. NO 111-3. 12 RELOCATE POWER POLE & GUY WIRE (BY SCE). 13 RELOCATE SIGNS. 14 INSTALL STREET LIGHT 5800 LUMEN BY (SCE). 15 REMOVE EXIST. TREES, SIGNS, A.C. PAVEMENT, GUTTER, BE. WALL & PCC CURB. 16 CONSTRUCT A.C. ROLLED CURB. i�B �„II I� I� �Y �3�2 &0 rl N � $. - 3 q 9 g 14 < op : - n +� 22 33+69�21f��1J 9 z 15 33+7550 BCR a wo 15 ECR d 93?5 n p:13:3 s `1341 29 NELLMAN AVE MA MV/ INE — .SEE SHEET 77 SmTREET CONT. 17 REMOVE AND REPLACE EXISTING MAIL BOX. 1B PROTECT IN PUCE 19 RELOCATE FIRE HYDRANT & WATER METER PER CVWD SID. 2�0 - ADJUST TO GRADE (MH, VALVES, P.C.C. BOX COVER SUROEI' MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURIEAHCE) '.. 21 RELOCATE WATER METER CYWD SID. o- CONSTRUCT 12' W x 16' L (THP12a) DRAINAGE GRATING BY GRATING PACIFIC /� OR APPROVED EQUAL C7 REMOVE WOOD FENCE POST, W.I. FENCE SALVAGE TO HOMEOWNER. RE -INSTAL. WROUGHT IRON GATE AND TRACK. 29 RELOCATE BREATHER PIPE. 32 CONSTRUCT 4' PCC PAVEMENT. 33 SAWCUT AND MATCH EXISTING PAVEMENT. '.. 34 SAWCUT & REMOVE ROCK ROCK WALL 35 CONSTRUCT 4 A.C. OVER 4' AGGREGATE BASE 36 INSTALL CLEW -DUI 'NDS 6' STRUCTURAL FOAM POLYOLEFIN GRATE ADAPIEH. ',... PROP. E.P. 9.6VeH PVC PIPE 60 o2 DRAIN DETAIAA� LEGEND: ®- COWMILL & OVERLAY ® - RECONSTRUCTION & OVERLAY FD. 1' ROUND HEAD BOLT IN CONC. CURB STAMPED 'SB CO BM 01691' AT SOUTHEAST CORNER OF FOOTHILL BLVD. AND HEULAAN AVE, 1 FT. WEST OF END OF CURB RETURN. ELEV.- 1203.623 DESCRIPTION OF REVISION I DATE I ,�p,M, CITY OF RANCHO CUCAMONGA PLAN & PROFlLE HELLMAN AVENUE STREET IMPROVEMEMS PHASE -2 FROM CUCAMONGA-CREEK CHANNEL TO N/0 STH STREET PRwe n M T OF RANCHO ate° o CION 23)44 SEXIST. R/W I ma o a LA a 13 C= a a 20 -a 12 12 2O /PROPERTY LINE 9.6VeH PVC PIPE 60 o2 DRAIN DETAIAA� LEGEND: ®- COWMILL & OVERLAY ® - RECONSTRUCTION & OVERLAY FD. 1' ROUND HEAD BOLT IN CONC. CURB STAMPED 'SB CO BM 01691' AT SOUTHEAST CORNER OF FOOTHILL BLVD. AND HEULAAN AVE, 1 FT. WEST OF END OF CURB RETURN. ELEV.- 1203.623 DESCRIPTION OF REVISION I DATE I ,�p,M, CITY OF RANCHO CUCAMONGA PLAN & PROFlLE HELLMAN AVENUE STREET IMPROVEMEMS PHASE -2 FROM CUCAMONGA-CREEK CHANNEL TO N/0 STH STREET PRwe n M T OF RANCHO ate° o CION 23)44 1110 1110 HORIZ. SCALE: 1"=40' VERT. SCALE: 1 " =8' 35 +00 36 +00 DELTA 20 C J O O n c� C5 AST R/W a N i Q n n a 27.00 M ,r � z °o %XIST .. 27.00 R/W _APIA Q � N c O Z + — x Z w w J w x x o 0 0 IMPROVEMENTS o o cj HELLMAN IMPROVEMENTS IMPROVEMENTS DELTA 20 C J O O n c� C5 AST R/W a N i Q n n a 27.00 M ,r x - w i - - .. - -- n2i ' 'cat. e jvo 5 [p w w a a i I STREET IMPROVEMENT CONSTRUCTION NOTES: a CONSTRUCT 5" A.C. OVER 6" AGGREGATE BASE. a CONSTRUCT 4" THICK PCC SIDEWALK, WIDTH PER PLAN, PER CITY STD. DWG. 101 AND 103. 4a- CONSTRUCT ACCESS RAMP PER CITY STD. NO. 102. 5a- CONSTRUCT 8" CURB & GUTTER (A2 -8) PER CITY STD. DWG. NO. 104. 7a- CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. 307. (SEE S.D. PLAN). 9O- CONSTRUCT DRIVE APPROACH PER CITY STD. NO. 101. 13 RELOCATE SIGNS. 14 INSTALL STREET LIGHT 5800 LUMEN BY (SCE). 15 REMOVE EXIST. TREES, SIGNS, A.C. PAVEMENT, GUTTER, REf. WALL & PCC CURB. 17 REMOVE AND REPLACE EXISTING MAIL BOX. 18 _ PROTECT IN PLACE. 39 +00 m J 1 r 18 FERON STREET FUTURE m N 2 z a � D) Z In J V a AVENUE CURVE TABLE r _ DELTA I LENGTH Lo TANGENT M O 90-00'00"1 42.411 27.001 27.00 8 90-00'00"1 °o %XIST .. 27.00 R/W _APIA N O Z + — M 18 M U FUTURE PROPOSED IMPROVEMENTS IMPROVEMENTS HELLMAN J 1 r 18 FERON STREET FUTURE m N 2 z a � D) Z In J V a AVENUE CURVE TABLE CURVE DELTA I LENGTH RADIUS TANGENT M O 90-00'00"1 42.411 27.001 27.00 8 90-00'00"1 42.411 27.001 27.00 43 +00 X ... O 17 l-11 =4i1 w 0 OF z J 2 w M O J �t J O S t Z s � _APIA X ... O 17 l-11 =4i1 w PROP. S.D. 4 u N�U a NXU'Q CD�-,w - OW re) 1 8w i M��p 18 +� " <:)zw 14 JERSEY STREET LEGEND: ® - COLDMILL & OVERLAY ®- RECONSTRUCTION & OVERLAY BENCHMARK FD. 1" ROUND HEAD BOLT IN CONC. CURB STAMPED "SB CO BM 01691" AT SOUTHEAST CORNER OF FOOTHILL BLVD. AND HELLMAN AVE., 1 FT. WEST OF END OF CURB RETURN. ELEV:1203.623 1110 =11 1110 1100 SCALE: 1 " =40' DESCR �w IPTION OF REVISION DATE an weoVM CITY OF RANCHO CUCAMONGA PLAN & PROFILE HELLMAN AVENUE STREET IMPROVEMENTS PHASE -2 FROM CUCAMONGA CREEK CHANNEL TO N/0 8TH STREET APPROVED BY: DATE: 3 Z 2 CITY ENGINEER RCE 53t72 DOW MVA C_ CITY OF RANCHO CUCAMONGA orouwN MVA 17 O 29 CHEO D ORIMMMI6 NM RD2 2277 0 z w J O Z s � � PROP. S.D. 4 u N�U a NXU'Q CD�-,w - OW re) 1 8w i M��p 18 +� " <:)zw 14 JERSEY STREET LEGEND: ® - COLDMILL & OVERLAY ®- RECONSTRUCTION & OVERLAY BENCHMARK FD. 1" ROUND HEAD BOLT IN CONC. CURB STAMPED "SB CO BM 01691" AT SOUTHEAST CORNER OF FOOTHILL BLVD. AND HELLMAN AVE., 1 FT. WEST OF END OF CURB RETURN. ELEV:1203.623 1110 =11 1110 1100 SCALE: 1 " =40' DESCR �w IPTION OF REVISION DATE an weoVM CITY OF RANCHO CUCAMONGA PLAN & PROFILE HELLMAN AVENUE STREET IMPROVEMENTS PHASE -2 FROM CUCAMONGA CREEK CHANNEL TO N/0 8TH STREET APPROVED BY: DATE: 3 Z 2 CITY ENGINEER RCE 53t72 DOW MVA C_ CITY OF RANCHO CUCAMONGA orouwN MVA 17 O 29 CHEO D ORIMMMI6 NM RD2 2277 PROPOSED FINISHED C&G SURFACE 6' COLD PLANE 1.5' 0.12' COLD PLANE EXISTING AC 0.12' ARHM v SURFACE — — COLD PLANE SURFACE — SECTION X- X�EXISTING AC NTS SECTION X -X (AREAS WHERE CURB & GUTTER ONLY) *_rPi VARIES (SEE PLAN) VARIES (SEE PLAN) VARIES (SEE PLAN) VARIES (SEE PLAN) G3 1.7 TO 2.50 % 1.70 TO 2.50% ROUTE AND CRACKS SEAL VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY (TYP.) AFTER COLD PLANE. HELLMAN AVENUE - TYPICAL CROSS SECTION (REHAB.) NTS giZ r r�vm v v v. , t. v.-" P JIiKF'AI�C Q' s��s Qs�o °7 Q CS' Q` 2 CL. G P i� v�Xl/ v , a EXIST A.C. SURFACE e A/j co pn A4 REMOVE RESIDUAL AC LEFT BY co � COLD PLANE OPERATION TO PROVIDE JOINT DETAIL NTS e PULL DEPTH BUTT JOINT FOR OVERLAY. e e COLD PLANE SURFACE �� v MASONRY / j�:; j; j j `° Ttl--l—BLOCK WALL 8- NTS (H =3' MAX.) 12" EXIST. C.L. FE & BLOCKWALL PROTECT IN P EXIST. SURFACE PROP. RET. CURB PROP. SW p PROP. C &G BREAK PORTION EXIST. CONC. CHA LL DIRT WITH 90% COMPACTION ST q mooll '® ®. --; I i �_I 5" A.C. 0 I- 6" C.A.B. 1 EXIST. SIDE I CHANNEL RET. WALL /BLOCKWALL EXIST. SURFACE / —PROP. SW HELLMAN AVE. • TYPICAL CROSS SECTION (WIDENING) FROM 28 +50 TO 34 +00 NTS I BAR CONT. i I 0.12 ARHM I RET. CURB PROP. SW,, #4 BAR PROP. C &G ,WTAINING CURB TYPICAL SECTIO NTS zz )SCAPE AREA -ACE EXIST. CONCRETE PAD JVE 4D 'ECTION FROM STA. 32 +50.20 TO S I A. 66 +9U.16 NTS END OF WALL - 5TRT WITH — COMPACTION z ST 0 10' x III FILL DIRT WITH _ 90% COMPACTION RET. CURB 5" A.C. OVER J PROP. C &G — 6" C.A.B. PROP, SW HELLMAN AVE. • TYPICAL CROSS SECTION (WIDENING) FROM 35 +00 TO 37 +50 NTS 2:1 SLOPE 5" A.C. ( 6" C.A.B. 2' 0.12 1. COURSE ST 1.sOX N 5" A.C. ( 6" C.A.B. '-- PROP. SW PROP. C &G 2:1 SLOPE HELLMAN "Es • TYPICAL CROSS SECTION (WIDENING) B SEE STD. 602, NOTE 3 ♦ .,O-J SECTION B -B m f w a 3 O M HELLMAN J M _ V � r : t . i• . • _C. ki a J { HELLMAN STREET IMPROVEMENT CONSTRUCTION NOTES: a— ADJUST TO GRADE (MH, VALVES, P.C.C. BOX COVER, SURVEY MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURTENANCE.) ®— ADJUST TO FINISH GRADE BY EDISON. 41 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACK 1/4" OR LARGER PRIOR TO OVERLAY) 42 REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN ON SHEET XX & XX 43 JOIN EXISTING (SEE JOINT DETAIL ON SHEET 20) 8- VARIABLE COLD PLANE FROM 0' TO 0.12'. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACKS 1/4- OR LARGER PRIOR TO OVERLAY) w -- AVENUE 1 w a 3 ® W. VALVE I 3 6TH STREET M M 414 N o € f t r € AVENUE > � O 3 i i L a 3 LEGEND: ®- COLDMILL & OVERLAY - RECONSTRUCTION & OVERLAY v W N 1 SCALE: 10-40' Si Ll < In > > > < > > > > > < < > > > W W< >> > z z TlEE S), c� X X m M M m W It V W lot C-4 Sz� pn — - — - — — — - - — - — - — - — - — - 1 42 41 42 - - — 41 4 - - - — (WA 25 25' 44 -741 t4i x xx 00 w x xxx C) 000 a z < ww <<3z b m in mm 0 m mmm 0 U) 0 33 V z Q > > > ww < < >> T 3:1 a� x 6 co 'K < < > > < >> to 3: MAILBOX HELLMAN AVE, UE MA rCK VE — SEE BELOW 8TH STREET 0 Uj Z I-- U 0 T L'i Lo =) rl Of w > 0 Vri M > XI < > < Z +c) < C'4 < > "K L 0 ----- �ABANDON W Ai 42 N._ 41 CROWN LN 7 44 43 EXIST. 18"0 PIPEJ - -- ------- - - - - - - - — - DE T 20 --------- 0 41 ------------ N J� J4 L - - - - > x I w x w e,, -JZ 1--� < > 0 m W z 0 m '-K J pr ED YY J �"r OtXLI < w Z< Lam FERON STREET JERSEY STREET 9TH STREET HELLMAN AVENUE SCALE: 1m=40' LEGEND: COLDMILL & OVERLAY RECONSTRUCTION & OVERLAY DESCRIPTION OF REVISION DATE N air 4M CITY OF RANCHO CUCAMONGA OVERLAY HELLMAN AVENUE STREET IMPROVEMENT CONSTRUCTION NOTES: STREET' IMPROVEMENTS ADJUST TO GRADE (MH, VALVES, P.C.C. BOX COVER, SURVEY PHASE-2 MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURTENANCE.) FROM CUCAMONGA CREEK CHANNEL TO N/0 8TH STREET 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACK 1/4- OR LARGER PRIOR TO OVERLAY) APPROVED BY: DATE: sl&9112= CITY ENGINEER RCE.- 93F7T- REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN ON SHEET 29 & 30 JOIN EXISTING (SEE JOINT DETAIL ON SHEET 20) owm MVA CITY OF RANCHO CUCAMONGA 8— VARIABLE COLD PLANE FROM 0' TO 0.12'. MVA 20 oF--29 — (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL CHEOM DRAMM N& VISIBLE CRACKS 1/4- OR LARGER PRIOR TO OVERLAY) RD2 2277 1073 1072 1071 —40 —20 1070 1089 1068 — 40 —20 —40 —cv —4o —20 Q- -j s 0 0 ....... -...- 1069 1082 _ _.. ........ ........ _.. —40.. — 20.... 20-4-00 2O 40 _.. 1065 -_ °0 ...... 32' �� . _.... _....._ .._. ...._ 1071 10134 _ ... .__ .. e o�o�G ,o -..... _.... -3 1070 1063 M f ... __ _... ...._REUM DOt T' ... -. _.. '., 1069 1062 a - 1068 p 19-+--50 32' ....... 7 ,_.. - ....... -_ 1070 1093 -..._ _aA1G ....... F- � 6' 3 1. 1069 1002 -... . -. _.. . _.._.. ,......... ..._ _�k .. E, 1066 1 061 -.. .......140 .......... . ^.O" _...... _.... .._.. 20 .__. :..... 40 _ —40 —20. 1 g +00 _....... .... _...... .. _. 1 076 ....... ,.._.. _. _.. -.. 1070 1075 32' _ ....._... _ o•c' '^e 1069 1074_ -1.43X 61 _...��.- .- p�.��.�.� _ _ _ _. 1068 1073 C G pp ..... ........ A PMMT PCC QUTIER o. - 1067 18-+-50 32'_.. !._ _.... 1069 1074 _.. . ...... ........ o• c F ` e _.. 1`� - .._... ..... ! 1068 1073 PMMT � "93M - -. ... 1 067 1072 __. _. PCC WnPrt _ ....... ,� ._... . 1066 - ...... _ -40 _..... . -20 18-1-00 2O 40 _ r __..._ _.. _. 32' -._ _. ._. ... ........ 1OOB 1074 -.... ... ..._. H 6. o• ....... _..... _.. 10457 1073 �-�_. ....... - -1.272 F P4C QlT3R �_...._ 1066 1072 ...._... .. _... - a S _...... 1071 -. -.... -.... ;._.... 4o —40 —20 1 7 +50 28 +50 22 +50 068 067 086 1065 1064 1067 1066 1085 1064 1083 1066 1o91 1065 1090 1064 1089 1 o63 1086 1062 1085 logo 1084 1069 1063 1086 1062 1Oa7 1066 1084 1089 1063 1066 1002 1067 1081 1086 1095 1078 1080 1075 1067 1074 1086 1073 1085 1084 —4O 1074 1073 1072 22 +00 -v v + 21 50 _....... 1 074 .. _...... 1073 _...... !.. 1072 - ...... 1071 40 -2O I- 31 + 00 tool 1090 1099 1066 1090 1069 1068 1067 1088 lose 1088 1087 toes 1085 1088 1067 loss loss 1064 1 066 32' .. ( ( 1073 1 067 -.. _ _.. . .. _.... `. -�� -__ _ 6 _._.. 1 1072 1066 —�_. . ... T7— � :. P PCC 4Tp(1gL iER 1 1071 1095 _...... _.. -.. 1 1064 ........ . .. . ._.._ _ o ° ° p 2 20 4 40 — — 40 21-4-00 } _.. _ _. .... _ _. _...... .. 1 1073 1067 -.... _ } }} ... _ _.... _.... -. _. . ..... _. _ _ 1072 1096 , ,.. _ _.;5...... _ _.. « « _....... AG PNMT ✓ R -1.47% 1071 1085 _ QIfm TiER' '. ' '. 1070 1064 `� . .. _ 1 1063 2 _... — .... . 2p 4 40 — —40 _ —20_. 20-4-50 _..... � �....... ___.. .... - -. 1 1072 loss _ _.. _ _.... .._. ~ _ __... - ....... 1 1071 1064 -..... i i SC .. A.C. PWNT J . .. ... PCC a1 T7 - - -.. t 070 1 063 28 +50 22 +50 068 067 086 1065 1064 1067 1066 1085 1064 1083 1066 1o91 1065 1090 1064 1089 1 o63 1086 1062 1085 logo 1084 1069 1063 1086 1062 1Oa7 1066 1084 1089 1063 1066 1002 1067 1081 1086 1095 1078 1080 1075 1067 1074 1086 1073 1085 1084 —4O 1074 1073 1072 22 +00 -v v + 21 50 _....... 1 074 .. _...... 1073 _...... !.. 1072 - ...... 1071 40 -2O I- 31 + 00 tool 1090 1099 1066 1090 1069 1068 1067 1088 lose 1088 1087 toes 1085 1088 1067 loss loss 1064 EX/15T. W Ly CROWN R/W LINE CL CURB] MA EXIST. E'/LY R/W 1098 1007 1000 10045 1094 1093 SCAIR: 1"=10' -4o FILL 9ox -4o I RAIL 1102 1101 1100 1100 22: 22' 1099 1099 1090 10' 1098 lloo 40 1101 1100 logs 1100 1098 logs logo -40 logs 40 1101 1100 109B lose loss -40 20 0 20 35 -4- 00 1098 1007 1000 10045 1094 1093 SCAIR: 1"=10' -4o FILL 9ox -4o I RAIL 1102 1101 1100 1100 1099 1099 1090 —40 1098 40 1101 1100 logs 1100 1098 logs -40 logs 40 1101 1100 109B loss 1097 1098 loss 1097 -40 1095, -20 0 20 38--1- 00 -20 0 20 40 37 +50 37 +00 -20 0 20 36-4-50 3X-] W, -kq rol 1102 1101 1100 1099 1 098 1101 1100 1098 1101 1100 1099 logs 1097 1099 1098 1097 1096 1098 109-7 1096 1099 DESCRIPTION OF REVISION DATE DATE I APPFANM CITY OF RANCHO CUCAMONGA CROSS SECTIONS HELLMAN AVENUE STREET IMPROVEMENTS - PHASE-2 FROM 33+00 TO 38+00 APPROVED BY- DATE:- aW ENGINEER RM- 536V mvA crry OF RANCHO CUCAMONGA r At,C- A "C' 31"", MVA 23 or 29 CHECIC110 RQ2 2277 -20 0 20 41 +00 -20 0 20 -4-0--+-50 -20 0 20 -4-0--1-00 _..__....._.r.._... lill P, 11 01 1105 1110 llo� 1102 1104 1109 —40 1105 1103 1108 1102 1103 1102 1102 'k . ... ...... -2w -20 0 20 39-+-00 1105 1102 1 1103 1105 - 10 -20 0 20 41 +00 -20 0 20 -4-0--+-50 -20 0 20 -4-0--1-00 llo� 1106 lill P, 11 01 1105 1110 llo� 1107 1104 1109 2204 1103 1108 1102 Z= ;-- .. .. ... . ..... .. ... 1102 1107 . ... ...... -2w -20 0 20 39-+-00 1105 1100 1103 1105 - 10 1102 llo� 1102 10, ---------- 40 0 1101 1103 1103 1107 1102 1100 1100 1 101 1105 L 3 L3 1102 1105 1099 f 1.505 1 0 20 40 llo� P, 11 01 1103 llo� 1107 2204 g2 1102 Z= ;-- .. .. ... . ..... .. ... 1103 . ... ...... -2w -20 0 20 39-+-00 1103 1100 1103 1105 - 10 1102 llo� 10, ---------- 1101 1103 5ox 1102 1100 1102 A.C. PVMNT L 3 L3 1102 1105 1099 f 1.505 1 0 20 40 -1.5 % -20 0 20 38+50 101 4-0-+-50 ---- --- -- t 1101 1104 I.Q lloo ....... .... 1100 -40 -20 0 20 40 -40 39-+-50 SCAIX: 1"=10' 1104 1106 1103 1105 1102 1104 -20 0 20 4-3-+-50 -20 0 20 42-+-50 -20 0 20 4-2-4-00 -20 0 20 41 +50 P, 11 01 1103 a- 1100 1102 Z= ;-- .. .. ... . ..... .. ... -20 0 20 39-+-00 -4-1-4-00 1103 1105 - 2z 1102 llo� 10, ---------- 1101 1103 En 5ox 1100 1102 A.C. PVMNT L 3 L3 1099 _- 0 20 40 -40 -20 0 20 38+50 4-0-+-50 E 4646188E E Rim- W NMI- ee' Terri. 1+r '© --► z NOTE: ALL ELECTRICAL DUCTS AND STRUCTURES WILL CONFORM To GENERAL ORDER /128 (RULES FOR CONSTRUCTM OF UNDERGROUND ELECTRICAL SUPPLY AND COMMLINICATbN PRESCRIBED BY THE PUBLIC UTILITIES COMMISSION OF THE STATE OF CALIFORNIA, JANUARY 2006). EX: 35' Pole IN: 1— Set of HYplugs 1— 21/2* 0 2� Riser 106' 2-1/C i8 AL CLP 600V 117 Cl: SL4817117E Cl: i— 26' Octagonal Concrt St Lt W/ 6' Arm i— 9500 HPSV Cutoff TYPICAL HANDHOLE INSTALLATION SEE UGS HP 205 �a a ♦a m .: n.: r.. Tn.:..� Class C5 CF �� Pole 188E TO STLT 117E 08' IN: 111' /8 — Hellman Ave. ;Ir wall t� N a Pgzm® uEr" MR MUM) TYPICAL COVER III MUM N °Voakup as NbB 3' IN NO wuua sole r m. 02 SECTION A -A NOTES: 1. SEE UGS HP 200 FOR VAENSIONS OF VARIOUS SIZE HANDHOLES AVAILABLE. 2. RAI MS MOLE MAY BE REDUCED TO LESS THAN 9a' PROYDNG TIE PROWECTED CENTER UNE OF THE COMO CLEARS "MOLE WRING. 3. TWO HOLD DOWN DEVICES TO EE SUPPLIED NTH EACH HANDHOLE. 4. ALL CONDIATS SN " BE MWALLM WITHIN THE SHADED AREA. NET- TABS NP 205 075 r".. Os/211/R7 r DuU 6th COMW RADAR REOI1111EIQ115: A: The mincnun rarus for bexk ore: 3r for owMAh r in awndw ar snnder M' for owWdb 4' Nd 5' in duvets NY for 6' dwnetw con" B The NNhmxn redYns for swags Ise: 3r far canNAts r in dknwiw or ends 17 -6' far ax•AAts 4 in dw obw ad lugs. Union otherwise noted TYPICAL CONDUIT BANK SECTION SEE UGS CD 120 i DIRECT BURIAL SIMILAR CONSTRUCTION FOR FEWER CONDUIT 2 CONDUITS MAX 091: Mr. 09/13/09 CONNECTING TO EXISTING SCE STRUCTURES • Per SCE requirements, customers are not allowed to enter, Intercept or tie-in to existing SCE structures, equipment or conductors. This work will only be performed by SCE. Contact the appropriate SCE inspector to schedule an appointment. Customers may connect to an existing duct stub without a SCE Inspector present. • Par CPUC /SCE's Rule 15 B.1.A and Rule 16 D.1.A, the customer will Provide ail necessary excavations (with the exception of excowtion under pads and primary spline boxes), material (including conduit and structures) and ancasamernt. to be utFaed in the intecept/tie —in pracees. • The customer must adhere to all applicable Cal—OSHA, lord. CRY. state and federal regulations, (including, but not limited to, all necessary shoring and traffic control in place to perform the Intercept /tie-in work by SCE's underground civil aenntroctors(s)) • Intercept /tie —In work must be coordinated with SCE's CIA contractors through the Division h"psator /CCM to limit exposure of excovotion(s). Customer is responsible for securing excowtion(s). Dam 12/10/07 1— 9500 HP Cutoff (HO, SILT 116E 7 jib &��13 HH TO Po le 256E \ IN: 41' #2 WARNING 7HE EWAVARIR MOST TAKE ALL SOPS NEaSARY W AVM CONTACT NRt MDF704RQ90 FACUIES NCH MAY RESULT N NARY 10 PERSCNS OR DAMAGE 10 FACMITES N RE AREA THE NDICAIED LOCATORS OF ETM5011 LMDERGROONO FACAITES, AS PROUDER, ARE BREWS) TO BE ACd1RATF, HOKVIX RE ENAL tE1ER1/IAAON OF EMACT LOCATIONS AND TIE COST OF REPAIR 10 DANA= FACIAE5 S RE FE"1511111Lt1Y OF TIE EXCAVATOR UNDERGROUND SERVICE ALERT 1- 800 - 422 -4133 or 1-800-227-2600 Call USA For Underground Locating 2 Working Days Before You Dig EA HH TO STLT 115E IN: 159' /8 EX: 45 Pole EX: TR OH 15KVA 12KV 120/240 1P SN: IN: 1— 3' To 2' Riser 1— 3 Utica Bar 41' 3-1/C 2 -12 do 1 —#4 AL CLP 600V CI: 1— 13'X24X247 Concrete HH �- STLT 115E TO STLT 114E N: 214' js Cl: SL4817115E 115 CI: 1— 26' Octagonal Caxxt. St. Lt W /6' Arm i— 9500 HPSV Cutoff Cl: SL4817114E CI: 1— 26' Octagonal W/ 6' Arm i— 9500 HPSV Cutoff h aaumoa• aysaieww EDISON r,msai s+r•wrxsrr,c aw.�ey NOT TO SCALE