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Home My WebLink About2509Underground Service Allert CALL TOLL FREE V1 TWO WORT ING DAYS BEFORE YOU DIG CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY PIPE FITTINGS TO COMPLETE THE WORK. DATED: ANTHONY 0 P.L.S. NO. 763,5 AC ASPHALTIC CONCRETE BCR - BEGINNING OF CURB RETURN ECR - END OF CURB RETURN CF - CURB FACE CL - CENTERLINE EP - EDGE OF PAVEMENT FL - FLOWLNE FS - FINISHED SURFACE WIN - RIGHT OF WAY TC - TOP OF CURB LE -GE -ND - I EA EXISTING FIRE HYDRANT TrU SHEF EXISTING STREET LIGHT 3 EA EXISTING POWER POLE 7 EXISTING TELE, MH — — — — — — — SA CUT LINE I LIMITS OF REMOVAL GRIND AND OVERLAY I EA RCE: 67514 f,ow 4t rimmg 001 m fi PROPOSED AC 2 EA REMOVE EXISTING AC BENCHMARK NO. 10012 CITY OF RANCHO CUCAMONGA - 1" ROUND HEAD BOLT IN CONCRETE STAMPED "S.B. Co. BM 01670" AT NORTHEAST CORNER OF 6TH STREET AND HELLMAN AVE., 1 FT EAST OF BEGINNING OF CURB RETURN. ELEVATION:1551.1 7' W-1121 ESTIMATES ff-AVI'd & PROP. CURB & GUTTER CONSTRUCT 6" AC OVER 6" CAE MINIMUM WITH 0.12'ARHM OVERLAY 2,600 SF CONSTRUCT 8" CURB & GUTTER PER CITY OF R.C. STD. 1:04, TYPE A2-8 260 LF HMN MENLE AND, AFROW WJTE H"::EN AVENUE CONSTRUCT 8" CURB ONLY PER CITY OF R.C. STD, 104, TYPE Al -8 100 LF TYPICA::L STREET SECTION CONSTRUCT ACCESS RAMP PER CALTRANS STNS AND PER DETAIL HEREON I EA RELOCATE EXISTING TRAFFIC SIGNAL PULL BOX I EA BENCHMARK NO. 10012 CITY OF RANCHO CUCAMONGA - 1" ROUND HEAD BOLT IN CONCRETE STAMPED "S.B. Co. BM 01670" AT NORTHEAST CORNER OF 6TH STREET AND HELLMAN AVE., 1 FT EAST OF BEGINNING OF CURB RETURN. ELEVATION:1551.1 7' SC RANCHO DEVELOPMENT CORP. 1156 N. MOUNTAIN AVENUE UPLAND, CA. 91786 CONTACT: TIM McGINNIS PHONE: (909) 946-7525 CML ENGINEER. MADOLE AND ASSOCIATES, INC. 9302 P117SBURGH AVENUE, SUITE 230 RANCHO CUCAMONGA, CA 91730 CONTACT: MARK BERT NE PHONE: (909) 481-6322 WLS ENGNEERS LOR GEOTECHNICAL GROUP, INC. 6121 QUAIL VALLEY CT. RIVERSIDE, CA 92507 PHONE: (951) 653-1760 REFERENCE REPORT NO. 30631G.11 DATED: AUGUST 10, 2016 WE T INDEX: TITLE SHEET I DEMOLITION PLAN 2 PLAN AND PROFILE 3 -DIESCRIPTION OF REVISION JE PROP. AC PVMNT. 1 P CONSTRUCTION NOTES AND QUANT[TY ESTIMATES STREET IMPROVEMENT PLAN PROP. CURB & GUTTER CONSTRUCT 6" AC OVER 6" CAE MINIMUM WITH 0.12'ARHM OVERLAY 2,600 SF CONSTRUCT 8" CURB & GUTTER PER CITY OF R.C. STD. 1:04, TYPE A2-8 260 LF HMN MENLE AND, AFROW WJTE H"::EN AVENUE CONSTRUCT 8" CURB ONLY PER CITY OF R.C. STD, 104, TYPE Al -8 100 LF TYPICA::L STREET SECTION CONSTRUCT ACCESS RAMP PER CALTRANS STNS AND PER DETAIL HEREON I EA RELOCATE EXISTING TRAFFIC SIGNAL PULL BOX I EA TrU SHEF ADJUST EXISTING UTILITY TO GRADE 3 EA 7 GRIND 0.1' MIN, AND OVERLAY EXISTING AC PER DETAIL ON SHEET 1 450 SF RELOCATE EXISTING TRAFFIC SIGNAL I EA RCE: 67514 RELOCATE EXISTING POWER POLE 2 EA @ PROTECT IN PLACE C, 11 PROPOSED PEDESTRIAN PUSH BUTTON 1 EA WESTR/W 6 No. 3637 33' ix Exp: 06-30-20 DRAWN 4' 29' CL EX. IMPROV'S SHEET LU 18' FAX W9.481.6022 FAX ",OB -320 OF 3 CA CHECKED DRAWING NO. EX. AC PV MNT DATE FILE No 2509 2% VARVES T SC RANCHO DEVELOPMENT CORP. 1156 N. MOUNTAIN AVENUE UPLAND, CA. 91786 CONTACT: TIM McGINNIS PHONE: (909) 946-7525 CML ENGINEER. MADOLE AND ASSOCIATES, INC. 9302 P117SBURGH AVENUE, SUITE 230 RANCHO CUCAMONGA, CA 91730 CONTACT: MARK BERT NE PHONE: (909) 481-6322 WLS ENGNEERS LOR GEOTECHNICAL GROUP, INC. 6121 QUAIL VALLEY CT. RIVERSIDE, CA 92507 PHONE: (951) 653-1760 REFERENCE REPORT NO. 30631G.11 DATED: AUGUST 10, 2016 WE T INDEX: TITLE SHEET I DEMOLITION PLAN 2 PLAN AND PROFILE 3 -DIESCRIPTION OF REVISION JE PROP. AC PVMNT. 1 P STREET IMPROVEMENT PLAN PROP. CURB & GUTTER HMN MENLE AND, AFROW WJTE H"::EN AVENUE TYPICA::L STREET SECTION SCALE: 1"= 110, TrU SHEF ROW - APPROVED BY: DATE -4 .5 it 2.10 t9 CITY ENGINEER.'d.� RCE: 67514 C, DESIGNDB RE MENDED 6 No. 3637 (( ix Exp: 06-30-20 DRAWN mADOLE 9302 MTSBURGH AVE, %"E 230 RANcHo cucAmowx CA. gino SHEET DB FAX W9.481.6022 FAX ",OB -320 OF 3 CA CHECKED DRAWING NO. wl DATE FILE No 2509 7 Underground Service Alert LL TOLLFREE 811 TWO OR'KI+NIG DAYS R FORE YOU DIG B O . 10012 CITY OF RANCHO CUCAMONGA - I" ROUND AD BOLT IN CONCREM� y BM U" AT NORTHEAST CORNER OF 6TH STREET AND +' BEGINMNG OF CURBRETURN. II 1 � J 1 PLAN 1"= 0' SCALEIN FEET -__ Z I E. r I I 34� 1 "- €, i rre 1 EL I co of jCF)j� C MWS 58 EXTEND EXIST. STRIPING, IN �C50 NOTE: � u� to � � � € _ d g ; Q g v- 0 CL Uj LLL Lir ui - KIND TO NEW CRO7- N001T04 H �� , � � � � DIRECTIONAL AISMARKINGS s TSRF� S#%� , erZ 17 LIMIT LINE (TYP.}; � a � _:w � �c a� �- Lai. a IN IC SHALL PAINT. LLI Lll LSI LLJ L9! EX. RV"a�V' L co " - 3 qb ,+' 1 rxa� ..yam .. � S .,� 5 Y'. . .Yf't e r 't ..+ ^r4.S, . '%h K` :F x.» 3 4-.� ... .,: �., � k. # 4 :... ... ._"s Al ,�.--...�-- :--• - 2 r Vit' <. .... ........................... . ................ 1 4' a „ 7 _. ___._ 14 E EP 15 15 1 1 __ �.. _.�.� _.. 12 _ —_� ,_.._ CSL � �� ..--� —4— NOV , YPp 10+ C/ _HAVEN AVE. � Y =CfL AN Rr RTE,, ` S IST. WG INI- i a.. KIND, TONE ROSSALK ...y - r �.�... ,..__.�_ REALIGN DETAIL/4 ? AS NECESSA7 mak.- if . - ACCESS RAMP NOTES. - 1. COUNTER SLOPES OF ADJOINING CUTTER AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24" OF THE CURB RAMP SHALL NOT BE STEEPER THAT 1:20 (5%). 2. THE GRADE BREAK BETWEEN THE COUNTER SLOPES OF GLITTER SAN#(A OR ROAD SURFACES WITHIN 24" OF THE CURS RAMP AND THE RUNNING GRADE OF THE CURS RAMPSHALL NOT EXCEED THE ALGEBRAIC DIFFERENCE OF 11 PERCENT. IF TWO OR ORE PLANE CHANGES ARE PRESENT, THEY SHALL BE SEPARATED BY 24". DESCRIPTIO:HAVEN AVENUE DATE APPROVED CITY OF RANCHO CUCAMONGA CONSTRUCTION N: OTES: 1CONSTRUCT 6" a RC OVER 6' CAB MINIMUM '4+ ITH 0.1Z G. RFIh� OVERLAY SEE GENERL'N~aOTE 10j SIGNING I a CONSTRUCT 6" CURB GUTTER PER CITY F R.C. STD.'104, TYPE A2-3 STREET IMPROVEMENT PLAN 1 APPLY THERMOPLASTIC DIRECTIONAL ARROWS AS SHOWN ON PLAN PER CONSTRUCT 6 CURB ONLY PER CITY OF R.C. STD. 104, TYPE Al- , SEE' PLAN HAVR A*ME,MD ARROW ROME CLTRANI`S STIP. 24. CONSTRUCT ACCESS RAMP PER CALTRANS STUB, AND PER DETAIL -HEREONPLAN AND PROFILE APPLY PAVEMENT MARKING PER CALTR,ANS STD A -24C. PROPOSED LOCATION OF RELOCATED TRAFF. SIGNAL PULL BOX ROW S ADJUST EXISTINfG UTILITY TO GRACE � 3 APPLY 6„ SOLID WHITE STRIPE WITH TYPE "G” MARKERS PER CITY STD. 135 GRIND 0.T MIN#. AND OVERLAY EXISTING AC PER DETAIL ON SHEET 1 APPROVED BY: DATE,€ APPLY 6 DASHED WHITE STRIPE PER CSI.. NI S DETAIL 39A PROP. P . .: . LOCATIONLOCATIONOF RELOCATED TRAFFIC SIGNAL CITY ENGINEER: RCE. 24953. -� 5 j APPLY 12 SOLD WHITE THERMOPLASTIC CROSSWALK OR LIMIT LINE PER PROPOSED LOCATION OF RELOCATED POWER POLE RECOMMENDED, .�" CAL NIS STIP, NO. A24E 10 PROTECT IN PUCE No. 3667 C: OEi MADOLE 9302 PIITSAUFiG-1 AVE, SUrE 230 Ex. 06 3Ci 2 WN' 0 K3 9 RANCHO C�.tC INSTALL R 7 GN ON TR wa a�sc�NGa �a. �t�3o SHEET 6 ST L S STREET LIGHT POLE R P TTN O POWER POLE PER CITY STIP 11- PRDPOSEI� PEDESTRIAaN PUSH SU O ��. PHONE 909:M,6322 r 401-B, PER PLAN 'S DB ire fins ifF s �' FAX: sfl9.aet.6320 CtVN OF ' CHECKED C 0 36637 DRAWING NO. DATE FILE N 250 EIST.-SIDEWALK SAWCUT SIDEWALK AT NEAREST EXPANSION JOINT AND JOIN EXIST. (8 -CF) 56.51 TC E. RM (57.92)FS JOINT E 9.3" CURS SE.� °l� ' FS a 55.55 TC f b d 57.6 FL 56 64 FS 55.69 TC ---- 56.69 FS .. IST, PED, P� ILOCATED TTON TO BE 55.74 TC PE;R 56.07 F SIGNAL PLANS 5„ Fll3 saCY 56e9 T s 57.92 FL' 58.83T c u, 58.16 FS 5” CF EX.. RJ gya�q 55.13 FS J O"LIP Underground Service Alert LL TOLLFREE 811 TWO OR'KI+NIG DAYS R FORE YOU DIG B O . 10012 CITY OF RANCHO CUCAMONGA - I" ROUND AD BOLT IN CONCREM� y BM U" AT NORTHEAST CORNER OF 6TH STREET AND +' BEGINMNG OF CURBRETURN. II 1 � J 1 PLAN 1"= 0' SCALEIN FEET -__ Z I E. r I I 34� 1 "- €, i rre 1 EL I co of jCF)j� C MWS 58 EXTEND EXIST. STRIPING, IN �C50 NOTE: � u� to � � � € _ d g ; Q g v- 0 CL Uj LLL Lir ui - KIND TO NEW CRO7- N001T04 H �� , � � � � DIRECTIONAL AISMARKINGS s TSRF� S#%� , erZ 17 LIMIT LINE (TYP.}; � a � _:w � �c a� �- Lai. a IN IC SHALL PAINT. LLI Lll LSI LLJ L9! EX. RV"a�V' L co " - 3 qb ,+' 1 rxa� ..yam .. � S .,� 5 Y'. . .Yf't e r 't ..+ ^r4.S, . '%h K` :F x.» 3 4-.� ... .,: �., � k. # 4 :... ... ._"s Al ,�.--...�-- :--• - 2 r Vit' <. .... ........................... . ................ 1 4' a „ 7 _. ___._ 14 E EP 15 15 1 1 __ �.. _.�.� _.. 12 _ —_� ,_.._ CSL � �� ..--� —4— NOV , YPp 10+ C/ _HAVEN AVE. � Y =CfL AN Rr RTE,, ` S IST. WG INI- i a.. KIND, TONE ROSSALK ...y - r �.�... ,..__.�_ REALIGN DETAIL/4 ? AS NECESSA7 mak.- if . - ACCESS RAMP NOTES. - 1. COUNTER SLOPES OF ADJOINING CUTTER AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24" OF THE CURB RAMP SHALL NOT BE STEEPER THAT 1:20 (5%). 2. THE GRADE BREAK BETWEEN THE COUNTER SLOPES OF GLITTER SAN#(A OR ROAD SURFACES WITHIN 24" OF THE CURS RAMP AND THE RUNNING GRADE OF THE CURS RAMPSHALL NOT EXCEED THE ALGEBRAIC DIFFERENCE OF 11 PERCENT. IF TWO OR ORE PLANE CHANGES ARE PRESENT, THEY SHALL BE SEPARATED BY 24". DESCRIPTIO:HAVEN AVENUE DATE APPROVED CITY OF RANCHO CUCAMONGA CONSTRUCTION N: OTES: 1CONSTRUCT 6" a RC OVER 6' CAB MINIMUM '4+ ITH 0.1Z G. RFIh� OVERLAY SEE GENERL'N~aOTE 10j SIGNING I a CONSTRUCT 6" CURB GUTTER PER CITY F R.C. STD.'104, TYPE A2-3 STREET IMPROVEMENT PLAN 1 APPLY THERMOPLASTIC DIRECTIONAL ARROWS AS SHOWN ON PLAN PER CONSTRUCT 6 CURB ONLY PER CITY OF R.C. STD. 104, TYPE Al- , SEE' PLAN HAVR A*ME,MD ARROW ROME CLTRANI`S STIP. 24. CONSTRUCT ACCESS RAMP PER CALTRANS STUB, AND PER DETAIL -HEREONPLAN AND PROFILE APPLY PAVEMENT MARKING PER CALTR,ANS STD A -24C. PROPOSED LOCATION OF RELOCATED TRAFF. SIGNAL PULL BOX ROW S ADJUST EXISTINfG UTILITY TO GRACE � 3 APPLY 6„ SOLID WHITE STRIPE WITH TYPE "G” MARKERS PER CITY STD. 135 GRIND 0.T MIN#. AND OVERLAY EXISTING AC PER DETAIL ON SHEET 1 APPROVED BY: DATE,€ APPLY 6 DASHED WHITE STRIPE PER CSI.. NI S DETAIL 39A PROP. P . .: . LOCATIONLOCATIONOF RELOCATED TRAFFIC SIGNAL CITY ENGINEER: RCE. 24953. -� 5 j APPLY 12 SOLD WHITE THERMOPLASTIC CROSSWALK OR LIMIT LINE PER PROPOSED LOCATION OF RELOCATED POWER POLE RECOMMENDED, .�" CAL NIS STIP, NO. A24E 10 PROTECT IN PUCE No. 3667 C: OEi MADOLE 9302 PIITSAUFiG-1 AVE, SUrE 230 Ex. 06 3Ci 2 WN' 0 K3 9 RANCHO C�.tC INSTALL R 7 GN ON TR wa a�sc�NGa �a. �t�3o SHEET 6 ST L S STREET LIGHT POLE R P TTN O POWER POLE PER CITY STIP 11- PRDPOSEI� PEDESTRIAaN PUSH SU O ��. PHONE 909:M,6322 r 401-B, PER PLAN 'S DB ire fins ifF s �' FAX: sfl9.aet.6320 CtVN OF ' CHECKED C 0 36637 DRAWING NO. DATE FILE N 250