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HomeMy WebLinkAbout2338B NCHMARK Nt. 10025 N SF 1 2� QUANTITIES CONSTRUCTION . .. I�f( „I........ i111W4Y ....... 11 268 LF 2' EDGE GRIND PER DETAIL 1,224 LE (D MINIMUM ' GRIND AND A ISM OVERLAY 19170 SF PLACE ” AC PAVEMENT E T OVER 4" CLASS 2 AGGREGATE BA ` 23,575 SF 2 >202 LF (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS CITY OF RANCHO CUCAMONGA STANDARD PLAN RECOMMENDATION). SEE CITE' GENERAL NOTES 9 & 10, LATEST M;t}. 133. EDITION. FINISH COURSE OF 0.13' ARI PAST "45" MARKING PER CALTF'iAtdS STD. A24C (D CONSTRUCT T * PCC CURB AND GUTTER, TYPE -A2-8 PER CITE` OF 704 SF RANCHO CUCAMONGA STANDARD PLAN NO. 1 INSTALL POST AND SIGN AS DOTED PER RANCHO 1 EA CONSTRUCT LOCAL DEPRESSION PER CITE' OF RANCHO UCA GA 1 EA STANDARD PEAK NO. 307, CASE 271. FURNISH AND INSTALL SIGN AS NOTED. BANDED (D CONSTRUCT P --- CONTIGUOUS SIDEWALK PER CITE' OF 8,510 SE RANCHO CUCAMONGA STANDARD PLAT NO. 101, TYPE "C" D 1 7 INSTALL REFLECTIVE HYDRANT MARKER PER CITE' OF RANCHO 5 EA LA GA STANDARD PLAN ISO. 1 (D STRUT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA 11725 SF STANDARD PLAN NO. 101, TYPE 62 LF 9) JUNCTURE Tt RE OE NEW A.C. PAVEMENT AND EXISTING CONCRETE BRIDGE 1 EA APPROACH. CONTRACTOR TO VERIFY ' EPTH OF APPROACH SLAB 1 INSTALL STREETS TREES PER NOTES AND LEGS SHEET 1 2 EA INSTALL 5,800 LUMEN HPSV STREET LIMIT BY SOUTHERN CALIFORNIA 10 EA E[S PAID FOR AND COORDINATED BY DEVELOPER 2; ADJUST TO GRANDE 3 EA 3 PROTECT IN PLACE U4 CONSTRUCT AC BERM PER CITY OF RANCHO CUCAMONGA 25 L' STANDARD PLAN NO. 104, 1-- i EA 1 2� PAINT 4" SKIP YELLOW LINE PER CITY �OF 11 268 LF RANCNt? CUCAMC}PlGA STANDARD PLAN N0. 133, TYPE D. PAINT 4" SSt}}Llt} WHITE RIGHT EDGE USE PER 2 >202 LF CITY OF RANCHO CUCAMONGA STANDARD PLAN M;t}. 133. PAST "45" MARKING PER CALTF'iAtdS STD. A24C 1 Es 24 PROTECT IN PLACE 25 INSTALL POST AND SIGN AS DOTED PER RANCHO 1 EA GUCAM4tVGA STANDARD PLAN N0. 401 —B 6 FURNISH AND INSTALL SIGN AS NOTED. BANDED 2 EA TO STREET LIGHT STOR D PROTECTED IN PLACE � FURNISH AND INSTALL 18" RCS, Li- 1600 STORM 2 LF DRAIN PIPE PER MANUFACTURER'S SPECIFICATIONS AND TRENCH DETAIL(& FURNISH AND INSTALL 24" RCP, D- 1600 STORM 62 LF DRAIN RIPE PER MANUFACTURER'S SPECIFICATIONS AND TRENCH DETAIL(& FURNISH AND INSTALL 36" RCP, IJ -1 750 STORM 322 LF DRAIN PIPE PER MANUFACTURER'S SPECIFICATIONS AND TRENCH DETAIL% CONSTRUCT CURB tdIidG CATCH BASIN PER CITY 2 En OF RANCHO CUCAMtNGA STANDARD PE.Atd 300. H =2" (SIZE PER PLANS) INSTALL SIP RISER PER DETAIL i EA CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO 1 EA CUCAMONGA STANDARD PLAN NO. 329 D • S F AT& R/W loomIT � rilos IJ!, 911 1';'!! 7 kol k Lexel i DBAOLn" w_ms MAN71TES El REMOVE CURB A1� GUTTER 0 LF 2 PER PUBLIC IMPROVEMENT- PLANS 19,708 SF ('7j REMOVE AC PAVEMENT 11,259 SF L.y=� PER PUBLIC IMPROVEMENT PLANS BEGIN CURVE TO' REMOVE ITEM AS SHOWN, tr!_11__t, �4 ADJUST TO GRADE AS SMa1 BEGIN CURB RETURN j� PROTECT IN PLACE AS SN01 704 SF �6 RELOCATE ITEM AS SHOWN EXISTING (� �`'� SAWCUT TO A CLEAN STRAIGHT EDGE 1 EA SHEET INDEX STANDARD PLAN N0. 307, CASE C. w= 27'. SHEET DESCRIPTION cr C3 1 GENERAL NOTES AND TITLE SHEET 2 DEMOLITION PLAN 8TH STREET— STA. 10 +00 TO 18 +0 3 DEMOLITION PLAN 8TH STREET— STA. 18 +(}0 TO 25 +00 4 8TH STREET PLAN AND PROFILE— STA. 11+{}0 TO 15 +00 5 8TH STREET PLAN AND PROFILE— STA. 15+00 TO 20+00 6 7 8TH STREET PLAN AND PROFILE— STA. 20+00 TO 24 +00 $ S I GN I NG AND STRIPING PLAN— STA 10 +00 TO 1$ +00 9 S I GN i NG AND STRIPING PLAN— STA. 18 +00 TO 26 +C}0 � 0 DETAIL AND SECTIONS AIRPORT DRIVE 11 CRASS SECTION STA. 11+50 i"0 18+{70 26 EA 12 CROSS SECTION STS. 18 +5(7 TO 23 +76.52 10 EA 13 STORM DRA T #� PLAN AND PROFILE EDGE OF PAVEMENT t Z STORM DRAIN LATERALS AND dETAILS 3 EA CONSTRUCTION NOTES QUANTITIES (1) 2' EDGE GRIND PER DETAIL 1122 LF 2 k iNIMU 0.13' GRitdb AND ARHM OVERLAY 19,708 SF ('7j PLACE 4" AC PAVEMENT OVER 4" CLASS 2 AGGREGATE BASE 23,575 SF (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS BEGIN CURVE TO' RECOMMENDATION). SSE CITY GENERAL NOTES 9 & 10, LATEST tr!_11__t, t t''t t 111 11- t If t I 8TH STREET EDITION. FINISH COURSE OF 0.13' ARH:M BEGIN CURB RETURN j� CONSTRUCT 8" PCC CURS AND GUTTER, TYPE A2 -8 PER CITY OF 704 SF RANCHO CUCA ONGA STANDARD PLAN NO. 104 EXISTING (� �`'� CONSTRUCT LOCAL [�E�'RESSltlid PER CITY (�F RAf�CNQ CUCAh��I�IGA 1 EA PAINT "45" MARKING PER CALTRANS STD. A24C STANDARD PLAN N0. 307, CASE C. w= 27'. EXISTING cr C3 CONSTRUCT 4" PCC NON—CONTIGUOUS SIDEWALK PER CITY OF 8 510 SF RANCHO CUCAME}AlGA STANDARD PLAN PLO. 101, TYPE "C" do CURB FACEl'4 1 EA Nfl. 103 - 7 INSTALL REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO 5 EA , Ct1CA4GA STANDARD PLAN NO. 134 4TH STREET CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO Cl1CAQA t) 725 SF STANDARD PLAN NO. 101, TYPE "C" STORM DRAIN CONSTRUCTION NOTES �g JUNCTURE OF NEW A.C. PAVEMENT AND EXISTING CONCRETE BRIDGE 1 EA PROTECTED IN PLACE APPROACH. CONTRACTOR TO VERIFY DEPTH OF APPROACH SLAB AIRPORT DRIVE Qo) ItdSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 26 EA 11 INSTALL 5,800 LUMEN NPSV STREET LIGHT BY SOUTHERN CALIFORNIA 10 EA NOT TO SCALE EDfSflN; PAID FOR ADD COORDINATED BY DEVELOPER EDGE OF PAVEMENT t Z ADJUST TO GRADE 3 EA 13, PROTECT IN PLACE EXISTING i 4 CONSTRUCT AC BERM PER CITY OF RANCHO Ctl.CAM{iNGA 25 LF STANDARD PLAN NO. 144, D1 -8 FINISHED GRADE ABBRE'V uUANTITIES _ PAINT 4" SKIP YELLOW LINE PER CITY OF AC ASPHALTIC CONCRETE RANCHO CLICAM0NGA STANDARD PAP! NU. 133, PROJECT BC BEGIN CURVE TO' tr!_11__t, t t''t t 111 11- t If t I 8TH STREET BCR BEGIN CURB RETURN CITY OF RANCHO CIiCRMONGA STANDARD PLAN N EXISTING PROPOSED CONCRETE 23 PAINT "45" MARKING PER CALTRANS STD. A24C (E) EXISTING cr C3 PROTECT its PLACE Zi uil CF CURB FACEl'4 1 EA - CUCAM1AaNGA STANDARD PLAN hl0. 401 -8 C (G [( CURB AND GUTTER , AC PAVI PAVING 4TH STREET EC END CURVE STORM DRAIN CONSTRUCTION NOTES HOLT BOULEVARD ECR END CURB RETURN PROTECTED IN PLACE AIRPORT DRIVE ELEC ELECTRICAL DRAIN PIPE PER MANUFACTURER'S SPECIFICATIONS NOT TO SCALE NCSRTH EDGE OF PAVEMENT AND TRENCH DETAIL EXIST EXISTING .--- DRAIN PIPE PER MANUFACTURER'S SPECIFICATIONS FC FINISHED GRADE AND TRENCH DETAIL GRIND AND OVERLAY H FIRE HY'BI ANT- y, DRAIN POPE PER MANUFACTURER'S SPECIFICATIONS FL FLOW. LINE AND TRENCH DETAIL FS FIN I SH EB SURFACE AC SAW—CUT OF RANCHO C11CAM0GA STADARD PLAN 300. H =2" CB GRADE BREAD L �.. J PCC CC SAW—CUT 36 I V INVERT 3� CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO t EA H PB MANHOLE PULL BOA 46.74 TC PROPOSED ELEVATION PCC PORTLAND CEMfN T CONCRETE FL EXISTILNG ELEVATION CUCAM4NGA STANDARD PLAN N0. 319 R/W RIGHT—OF—WAY U9 DIRECTION OF FLOW 1 EA SD STORM DRAM B. LF 0 SMH SEWER MANHOLE BACK OF CURS STA STATION TOP OF CURB ST LT STREET LIGHt CUTTER TC TAP OF CURB' - ,�. STREET LICK T C* 1 P WEAKENED PLANE JOINT ARROW HWY uUANTITIES _ PAINT 4" SKIP YELLOW LINE PER CITY OF ARROW HWY RANCHO CLICAM0NGA STANDARD PAP! NU. 133, PROJECT TYPE D. TO' tr!_11__t, t t''t t 111 11- t If t I 8TH STREET 81H STREET CITY OF RANCHO CIiCRMONGA STANDARD PLAN N0. 133. 23 PAINT "45" MARKING PER CALTRANS STD. A24C 1 E,4 cr C3 PROTECT its PLACE Zi uil 25 INSTALL PAST AND SIGN AS NOTED PER RANCHO 1 EA CUCAM1AaNGA STANDARD PLAN hl0. 401 -8 26 FURNISH AND INSTALL SIGN AS NOTED. BANDED 4TH STREET TO STREET LIGHT STORM DRAIN CONSTRUCTION NOTES HOLT BOULEVARD 31 PROTECTED IN PLACE AIRPORT DRIVE FURNISH AND INSTALL 18° RCP, D -1600 STORM V I llr"Nz DRAIN PIPE PER MANUFACTURER'S SPECIFICATIONS NOT TO SCALE NCSRTH Oo'klG,NIN4L"'ih'ANU'ZO45'LT"K""IPING NOTE%11:� uUANTITIES .OWN%, (21) PAINT 4" SKIP YELLOW LINE PER CITY OF t,268 LF RANCHO CLICAM0NGA STANDARD PAP! NU. 133, TYPE D. PANT 4" SOLID WHITE RIGHT EDGE LINE PER 21202 LF CITY OF RANCHO CIiCRMONGA STANDARD PLAN N0. 133. 23 PAINT "45" MARKING PER CALTRANS STD. A24C 1 E,4 Q)4 PROTECT its PLACE 25 INSTALL PAST AND SIGN AS NOTED PER RANCHO 1 EA CUCAM1AaNGA STANDARD PLAN hl0. 401 -8 26 FURNISH AND INSTALL SIGN AS NOTED. BANDED 2 EA TO STREET LIGHT STORM DRAIN CONSTRUCTION NOTES QUANTITtES 31 PROTECTED IN PLACE FURNISH AND INSTALL 18° RCP, D -1600 STORM 2 LF DRAIN PIPE PER MANUFACTURER'S SPECIFICATIONS AND TRENCH DETAIL FURNISH AND INSTALL 24" RCP, D -1600 STORM 62 LF DRAIN PIPE PER MANUFACTURER'S SPECIFICATIONS AND TRENCH DETAIL FURNISH AND INSTALL 36" RCP, D -1750 STORM 322 LF DRAIN POPE PER MANUFACTURER'S SPECIFICATIONS AND TRENCH DETAIL CONSTRUCT CURB OPENING CATCH BASIN PER CITY 2 EA OF RANCHO C11CAM0GA STADARD PLAN 300. H =2" (SIZE PER PLANS) 36 INSTALL CMP RISER PER DETAIL 1 EA 3� CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO t EA . CUCAMGA STANDARD PLAN N0. 329 CONSTRUCT MANHOLE #2 PER CITY OF RANCHO 1 EA v CUCAM4NGA STANDARD PLAN N0. 319 U9 REMOVE BULKHEAD 1 EA FURNISH AND T6B...71A1.A. 12'" 9'6irPs LIB16041 STORM B. LF 0 AND TREN'CH DETAIL V F w ui 4f I ry Q CITY D�ESGRIPTION OF REVISION 11 DATE AL a all, APPROV D B CITY ENGINEER 111111" OWN 0 mommomme.— DESiGN t1 DH.� r ate,• `.. '� ¢% .P�'i DRAWN NWA ya 4 BW la OF 1 �3 DRAWING NO. I JDM 2338 CHECKED AA®I w � cr- z \ ` SCALE I"= 20' 0 ily 29 49 GRAPHIC SCALE \ \ � \\ / \ \\ � \\ " \ \ \ | \ \m i � �\ u 18f00 ll+VU 13+00, / -| --_r , | ~^� / ( \ \�� \ ^- � \�\ \\\ � \ \\\ � R/7—�� _--_'-- �_-___ _-l--_- -__�� �/�� ' \�'� ' . i ^� ^ ^� �� �� �� NN NN �� �,� 0 _ DEMOLrrK)N NOTES E l REMOVE CURB AND CUTTER J PER PUBLIC IMPROVEMENT PLANS F-1 REMOVE AC PAVEMENT L�� P[R PUBLIC IMPROVEMENT PLANS �� |a| REMOVE {7[M AS SHOWN �� � |�| 3 ADJUST T0 GRADE AS SHOWN �� �� |o| PROTECT IN PLACE AS SHOWN �� �� ��! RELOCATE ITEM AS SHOWN �� �� | | / I8W/CUT T8 8 CLEAN STRAIGHT EDGE �� LEGEND --' 8C REMOVAL EXISTING CONTOUR ----------- MONUMENT COORDINATES N -60,564.477 E-59,236.828 N-60,664.262 E-59,286.883 o ^ �� �� cy) ^ K�� .� ` NQ ~) 0N ^� NN ^� ,� ^� K� �r ~� ^� A ONLY 6 i T SCALE 1 " =20' 0 10' 219 40' mmimm" GRAPHIC SCALE 0 AT&SF RAILROAD R/W 0 4m -M) _....._-(a )� f ----- - -4t z (6 :) a�- U + N i-pno ff) + C14 < � co Nq C14 -m < Lo V) Lj-- < < 0 �- 0 < i� co) z U) z 5 NLNK---FE-NCE--- F- t� 0 w V) to uj OO V) P L- AI c) RN + X C\l X SEWER X -77 - - ------------ x rr x cl) 0 --- 7 ISE 8TH STREET 0 - — - - ---------- -- uj 0 1 Z co 18. vCp 2 5 18 VCP --a)SEWER 23+oo 5 SEWER uj uj U) -- - ------- 777 4+00 S L GAS LINE,\! x w U) to roR5 RIC p 61 361113 m,. CiV1L LLJ z uj z Lu X I < Li Of z F- < U) Z F- Lj 0 00 L) 0 0 LLI 6 6 Doti 0 to + Z I-) C-4 < F- mmounQN NOTES REMOVE CURB AND GUTTER PER PUBLIC IMPROVEMENT PLANS F21 REMOVE AC PAVEMENT PER PUBLIC IMPROVEMENT PLANS F-31 REMOVE ITEM AS SHOWN 41 ADJUST TO GRADE AS SHOWN F5] PROTECT IN PLACE AS SHOWN M6 RELOCATE ITEM AS SHOWN F71 SAWCUT TO A CLEAN STRAIGHT EDGE m*4rQXl - — — — — — — — — — AC REMOVAL EXISTING CONTOUR — — — — — — SAWCUT LINE MONUMENT COORDINATES �QD N- 60,660.005 E-60,667.561 (:E) I N-60,578.685 E-61,337.010 O E 0 ai O 6 LZ r-A o O 2' EDGE GRIND PER DETAIL® LENGTH O EXISTING BRIDGE DECK + O PLACE 4" AC PAVEMENT OVER 4" CLASS 2 AGGREGATE BASE (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS 18.85' RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST 90'00'00" C2 EDITION. FINISH COURSE OF 0.13' ARHM 1105 LT O N C3 BY r DATE 2-1-L N 12.00' 89'49'09" CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA EXISTING FS AT CE o0 27.84' STANDARD PLAN NO. 307, CASE C, W= 27'. 45'34'23" O CONSTRUCT 4" PCC NON- CONTIGUOUS SIDEWALK PER CITY OF DH RANCHO CUCAMONGA STANDARD PLAN NO. 101, TYPE "C" & Q 1 O Q NO. 103 DRAWN + INSTALL REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO N Om I(i1 CUCAMONGA STANDARD PLAN NO. 134 TREE () -2.469 0 STANDARD PLAN NO. 101, TYPE "C" PROPOSED TIC 22' RIGHT r JUNCTURE OF NEW A.C. PAVEMENT AND EXISTING CONCRETE BRIDGE gao 1 m 2,36% 10 INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 RCE .No.: 64696 2338 cn +�� EDITON; PAID FOR AND COORDINATED BY DEVELOPER 1. ADJUST TO GRADE 13 O 14 CONSTRUCT AC BERM PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 104, D1 -8 p 1105 RT O NOT USED THIS SHEET f r + w - -197% + NaO g r -1.97% ^ w EXISTING FS 2.507_ o @ I1' LE EXISTING BRIDGE DECK lei O o lei � +n oo a ° ± EXISTING FS AT o Q 1105 C-L 8 EXISTING BRIDGE DECK a L= 18.85' L= 18.85' °v eoun r ON CU ON CURVE L= 17.35' ^ + !+ ^ PROPOSED TC o v ON CURVE D _ o Cot 22' RIGHT _Or + r h w �- N a C, UU w m c> w � �j _ L =27.84 2.36% o o adn0 a r^ °cs °o r` N w ^o U � x ON CURVE + ^ { M1 U + c N_ ca m U �. N N�s v a0 OIfJ r . w U F� - 2.369 0N0 r x- CtllTER +� U po co W 'N r -2.3 % t2 m BOO pon .. ::. ... :. II II It O O EXI TINE FS, ® 2' RIGHT <+ DOUBLE SCALE PROFILE SCALE HORIZONTAL: 1 " =20' VERTICAL" 1 "=4' 10 +00 11 +00 12 +00 13 +00 r-A o O 2' EDGE GRIND PER DETAIL® LENGTH O MINIMUM 0.13' GRIND AND ARHM OVERLAY + O PLACE 4" AC PAVEMENT OVER 4" CLASS 2 AGGREGATE BASE (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS 18.85' RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST 90'00'00" C2 EDITION. FINISH COURSE OF 0.13' ARHM 1105 LT O N C3 BY r DATE 2-1-L N 12.00' 89'49'09" CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA EXISTING FS AT CE o0 27.84' STANDARD PLAN NO. 307, CASE C, W= 27'. 45'34'23" O CONSTRUCT 4" PCC NON- CONTIGUOUS SIDEWALK PER CITY OF DH RANCHO CUCAMONGA STANDARD PLAN NO. 101, TYPE "C" & Q 1 O Q NO. 103 DRAWN + INSTALL REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO N Om I(i1 CUCAMONGA STANDARD PLAN NO. 134 TREE () -2.469 0 STANDARD PLAN NO. 101, TYPE "C" PROPOSED TIC 22' RIGHT r JUNCTURE OF NEW A.C. PAVEMENT AND EXISTING CONCRETE BRIDGE gao 1 m 2,36% 10 INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 RCE .No.: 64696 2338 INSTALL 5,800 LUMEN HPSV STREET LIGHT BY SOUTHERN CALIFORNIA EDITON; PAID FOR AND COORDINATED BY DEVELOPER 1. ADJUST TO GRADE 13 O 14 CONSTRUCT AC BERM PER CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES 14 +00 15 +00 LEGEND PROPOSED CONCRETE AC PAVING GRIND AND OVERLAY COURSE & CURVE TABLE O 2' EDGE GRIND PER DETAIL® LENGTH O MINIMUM 0.13' GRIND AND ARHM OVERLAY L1 O PLACE 4" AC PAVEMENT OVER 4" CLASS 2 AGGREGATE BASE (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS 18.85' RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST 90'00'00" C2 EDITION. FINISH COURSE OF 0.13' ARHM 1105 LT O CONSTRUCT 2 PER CITY OF C3 BY r DATE 2-1-L -8 STANDARDGPLANRNO. 104 12.00' 89'49'09" CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA + 27.84' STANDARD PLAN NO. 307, CASE C, W= 27'. 45'34'23" O CONSTRUCT 4" PCC NON- CONTIGUOUS SIDEWALK PER CITY OF DH RANCHO CUCAMONGA STANDARD PLAN NO. 101, TYPE "C" & Q 1 O Q NO. 103 DRAWN O7 INSTALL REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO N Om I(i1 CUCAMONGA STANDARD PLAN NO. 134 TREE () O CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 101, TYPE "C" 1105 CL O JUNCTURE OF NEW A.C. PAVEMENT AND EXISTING CONCRETE BRIDGE 1 APPROACH. CONTRACTOR TO VERIFY DEPTH OF APPROACH SLAB 10 INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 RCE .No.: 64696 2338 INSTALL 5,800 LUMEN HPSV STREET LIGHT BY SOUTHERN CALIFORNIA EDITON; PAID FOR AND COORDINATED BY DEVELOPER 1. ADJUST TO GRADE 13 PROTECT IN PLACE 14 CONSTRUCT AC BERM PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 104, D1 -8 p 1105 RT O NOT USED THIS SHEET 14 +00 15 +00 LEGEND PROPOSED CONCRETE AC PAVING GRIND AND OVERLAY COURSE & CURVE TABLE # BEARING LENGTH RADIUS DELTA L1 N89'49'25 "W 1245.33' Cl 18.85' 12.00' 90'00'00" C2 PARCEL MAP 18794, DRC 2007 -00551 18.85' 12.00' 90'00'00" C3 BY r DATE 2-1-L 17.35' 12.00' 89'49'09" C4 + 27.84' 35.00' 45'34'23" L.L. W w Z w > Q BENCH MARK BENCHMARK No. 10025 wkp�A��� 2" BRASS DISC IN CONCRETE STAMPED ® CaN8ll P "CITY OF RC BM 10025 - 1987" AT NORTHWESTERLY CORNER OF 8TH & VINEYARD, WESTERLY END OF CURB BOX AT THE END OF THE CURB RETURN. ELEVATION: 1112.563 (ft) 8TH STREET DETAIL "A" AC BERM TRANSITION SCALE: N.T.S. 4 ^ll _ o lmv-� r�Y r-\ 2.... ) ca I I A I REVISION OF TRANSITION AG BERM l." z U v wr v Y v a \ rn � a ' - 0 U m "�W d 0 U U` U LL �i� m O cp < I Q m A m w N Q U 1 O N. W � 't O � M' {� dam' , �� 2 L, �.� � W a O AJ to 2 ' �°�oz �o °' NEr �i v1 u < to vq �., rn� +Q +U '� N LOO N + i +} + O + ° N_ m 10 z z ,�- + <•-.. w c0 N fry N S N N d' O Qc�QC� HQ , r3tt- QU^ a Qw \ ¢ v��L <� !n [Y] Vl 0] !n t� f7I O N � c0 O N Y��- ` \ N ~ O R/W � vv 10 TYP U w Nz � I \'T•1jC +. + } 1 Q Q w 11 SCALE 1 " =20' 0 10' 20' 40' GRAPHIC SCALE TO 5RIOGF DECK. DESCRIPTION OF REVISION DATE rY APPROVED i CITY OF RANCHO CUCAMONGA 8TH STREET IMPROVEMENT PLANS PLAN & PROFILE STA. 11 +00 TO 15 +00 640' WEST OF HELLMAN AVENUE N PARCEL MAP 18794, DRC 2007 -00551 10 ONLY Lu ROW 2013 - ;00407 M w BY r DATE 2-1-L p m r d �U O —m + Q + •• Assoclated Engineers. Inc. -r LLI �wQ z DH JT Q 1 O Q LL DRAWN SHEE N Om I(i1 0w DETAIL "A" AC BERM TRANSITION SCALE: N.T.S. 4 ^ll _ o lmv-� r�Y r-\ 2.... ) ca I I A I REVISION OF TRANSITION AG BERM l." z U v wr v Y v a \ rn � a ' - 0 U m "�W d 0 U U` U LL �i� m O cp < I Q m A m w N Q U 1 O N. W � 't O � M' {� dam' , �� 2 L, �.� � W a O AJ to 2 ' �°�oz �o °' NEr �i v1 u < to vq �., rn� +Q +U '� N LOO N + i +} + O + ° N_ m 10 z z ,�- + <•-.. w c0 N fry N S N N d' O Qc�QC� HQ , r3tt- QU^ a Qw \ ¢ v��L <� !n [Y] Vl 0] !n t� f7I O N � c0 O N Y��- ` \ N ~ O R/W � vv 10 TYP U w Nz � I \'T•1jC +. + } 1 Q Q w 11 SCALE 1 " =20' 0 10' 20' 40' GRAPHIC SCALE TO 5RIOGF DECK. DESCRIPTION OF REVISION DATE rY APPROVED i CITY OF RANCHO CUCAMONGA 8TH STREET IMPROVEMENT PLANS PLAN & PROFILE STA. 11 +00 TO 15 +00 640' WEST OF HELLMAN AVENUE PARCEL MAP 18794, DRC 2007 -00551 10 ONLY ROW 2013 - ;00407 APPROVED BY r DATE 2-1-L ib CITY ENGINEER '�� -`'✓°� R.C.E. 53672 z ` DESIGN Assoclated Engineers. Inc. RECOMME ED C 1 DH A SMID14RY OF PARIOYV!!WLIVICAf®EM11W �J .. NO. 451 E. VANDERBILT WAY. 8TE. ZOO � AX1909i859-0554 DRAWN SHEE TREE () 4 13 P of C n, I0 J CHECKED 1 DRAWING No. JDM`..r RCE .No.: 64696 2338 DAT JA 2013 FILE No.: 177836E iv 0 0 3 E 0 N i r) 0 N O cv LZ `FalA7 C) + r Q � I— W LLI ( _ L11 (n Z ui J LLI _ U) F- Q W� ,.. °+ Q CL PER DETAIL® O2 w 0.13' + .. so EXISTING FS 04'50'45" w N89'49'25 "W + °- @ 11' LEFT N84'48'40 "W 1100 L11 w o _ 1 Lq _ M 1100 C-L- LEGEND _ a EXISTING FS K) n +�CD @ 11' LEFT + 1100 RT- DOUBLE SCALE O PROFILE SCALE �] HORIZONTAL: 1"=20' rl) VERTICAL" 1 "=4' 0 `FalA7 C) + r Q � I— W LLI ( _ L11 (n Z ui J LLI _ U) F- Q W� ,.. °+ 2' EDGE GRIND PER DETAIL® O2 w 0.13' + .. so EXISTING FS 04'50'45" w N89'49'25 "W + °- @ 11' LEFT N84'48'40 "W 0 w o _ 1 Lq _ LEGEND _ a EXISTING FS K) n +�CD @ 11' LEFT + EXISTING FS AT O �] 0) rl) If 0 EXISTING FS AT Qo - -- -_ R 0 v PROPOSED CONCRETE Lo PROPOSED TO + o __�_ _ _ --__ a F - (� @ 22' RIGHT -. r o o °o EXISTING ES o �? + 0 22' RIGHT a S: -r o �s Cl- o POR, 400.00' VG 16 +00 17 +00 1I 2' EDGE GRIND PER DETAIL® O2 w 0.13' + 422.88' EXISTING FS 04'50'45" w N89'49'25 "W 1245.33' @ 11' LEFT N84'48'40 "W 0 w o _ 1 Lq _ LEGEND _ a N K) n +�CD 04 + EXISTING FS AT O �] 0) rl) If 0 - -- -_ 0 v PROPOSED CONCRETE Lo PROPOSED TO + o __�_ _ _ --__ a F - (� @ 22' RIGHT cq 0 o o (n R/W �- - - d a _ F- 422.88' Cl- LENGTH ON CURVE POR, 400.00' VG 1I 1100 CL 1100 RT 20 +00 CONSTRUCTION NOTES O 2' EDGE GRIND PER DETAIL® O2 MINIMUM 0.13' + 422.88' EXISTING FS 04'50'45" w N89'49'25 "W 1245.33' @ 11' LEFT N84'48'40 "W 642.71' _ 1 Lq _ LEGEND _ a N K) ^o 04 + EXISTING FS AT O �] 0) rl) If - -- -_ �Vm PROPOSED CONCRETE Lo F- __�_ _ _ --__ a F - (� ° - N Q_ (n R/W �- - - d a _ F- Cl- AC PAVING _.. -_ _ _ - -# — — --- ---_ -- — — - rn. g' + rn � GRIND AND OVERLAY - 0.80% m o 1100 CL 1100 RT 20 +00 CONSTRUCTION NOTES O 2' EDGE GRIND PER DETAIL® O2 MINIMUM 0.13' GRIND AND ARHM OVERLAY O PLACE 4" AC PAVEMENT OVER 4" CLASS 2 AGGREGATE BASE (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST EDITION. FINISH COURSE OF 0.13' ARHM OCONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2 -8 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 104 Q CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 307, CASE C, W= 27'. © CONSTRUCT 4" PCC NON- CONTIGUOUS SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 101, TYPE "C" & NO. 103 Q INSTALL REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 134 O CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 101, TYPE "C" QJUNCTURE OF NEW A.C. PAVEMENT AND EXISTING CONCRETE BRIDGE APPROACH. CONTRACTOR TO VERIFY DEPTH OF APPROACH SLAB 10 INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET i INSTALL 5,800 LUMEN HPSV STREET LIGHT BY SOUTHERN CALIFORNIA EDISON; PAID FOR AND COORDINATED BY DEVELOPER ;. ADJUST TO GRADE 3 PROTECT IN PLACE CONSTRUCT AC BERM PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 104. D1 -8 0 NOT USED THIS SHEET COURSE & CURVE TABLE BEARING LENGTH I RADIUS DELTA C3 422.88' 5000.00' 04'50'45" L1 N89'49'25 "W 1245.33' L2 N84'48'40 "W 642.71' SCALE 1 " =20' 01 _10,... 20' 40' GRAPHIC SCALE N.�. Sass Li DESCRIPTION OF REVISION DATE Cl APPROVED CITY OF RANCHO CUCAMONGA 8TH STREET IMPROVEMENT PLANS PLAN & PROFILE STA. 15 +00 TO 20 +00 640' WEST OF HELLMAN AVENUE PARCEL MAP 18794, DRC 2007 -00551 APPROVED BY r _.._.._ - DATE % '' 12 CITY ENGINEER'S - R.C.E. 53672 DESIGN Associated Engineers, Inc. RECOM LADED IN ASUeSOMRYOFPAff= lld//ErAAp�i&AW' 461 E. VANDERB&T WAY, STE. 200 - RAWN SAN BERNARDINO. CA 924M SHEE .: TEL (909) 89&11 • FAX(909) 8891690 BW (0*13 5 of 13 CHECKED DRAWING No. JDM RCE No.: 64696 2338 DATE iJ N 2013 FIIF Nn r 1778:R61 J 3 w w I 0 v� W °n _ AT &SF RAILROAD R /W-- _ 1 _ LEGEND _ a N K) ^o 04 co 0) rl) - -- -_ PROPOSED CONCRETE Lo F- __�_ _ _ --__ a F - (� ° - N Q_ (n R/W �- - - d a _ F- AC PAVING _.. -_ _ _ - -# — — --- ---_ -- — — _ O � GRIND AND OVERLAY SCALE 1 " =20' 01 _10,... 20' 40' GRAPHIC SCALE N.�. Sass Li DESCRIPTION OF REVISION DATE Cl APPROVED CITY OF RANCHO CUCAMONGA 8TH STREET IMPROVEMENT PLANS PLAN & PROFILE STA. 15 +00 TO 20 +00 640' WEST OF HELLMAN AVENUE PARCEL MAP 18794, DRC 2007 -00551 APPROVED BY r _.._.._ - DATE % '' 12 CITY ENGINEER'S - R.C.E. 53672 DESIGN Associated Engineers, Inc. RECOM LADED IN ASUeSOMRYOFPAff= lld//ErAAp�i&AW' 461 E. VANDERB&T WAY, STE. 200 - RAWN SAN BERNARDINO. CA 924M SHEE .: TEL (909) 89&11 • FAX(909) 8891690 BW (0*13 5 of 13 CHECKED DRAWING No. JDM RCE No.: 64696 2338 DATE iJ N 2013 FIIF Nn r 1778:R61 J 3 w w I 0 v� W 20 +00 21 +00 22 +00 23 +00 24 +00 25 +00 0 25 M ri Ln �r�l"L ��� N N SCALE 1 " =20' 0 10• 20' 40' GRAPHIC SCALE <; :. ., C) ca DELTA ±N N84'48'40 "W 642.71' R/W W EXISTING FS- ow '� u°�W MH 1 °o 28.53' 35.00' 46'42'29" C5 Ld 28.53' 35.00' 46'42'30" g -_ 169.04' 2000.00' 04'50'33" + + 6 11 LEFT N N N m M `o.W + O EXISTING FJ p l w _0. % 63> o rn rn a cv N c4i 11 LEFT V) i 095 1- o -0.30% v g °� I N X 0 z N w 0) + + - EXISTING FS AT r o m 0 O � n n 8Yrl !C,� O N. U M ,. + `r EXISTING FS AT 1095 CL 1095 CO- N N O N O O N O N m m N I N N O Or �,, ~ L= 28.53' N _ L= 28.53' N N l�=ti VI N W _ g PROPOSED TC _ ON CURVE 5 11 ' ` ON CURVE ' 22' RIGHT m U r \ ~ U r w U m cm o w U PROPOSED TO + � � o o 22' RIGHT F+' , U F aC U-G� C f p�p f 1095 RT 1095 OR a _ N . ° 0 0,40% o N ow - No9 g EXISTING FS < ®_22' RIGHT DOUBLE SCALE PROFILE SCALE _ HORIZONTAL: 1"=20, VERTICAL" 1 "=4' 20 +00 21 +00 22 +00 23 +00 24 +00 25 +00 0 25 M ri Ln �r�l"L ��� N N SCALE 1 " =20' 0 10• 20' 40' GRAPHIC SCALE COURSE & CURVE TABLE <; BEARING LENGTH RADIUS DELTA L2 N84'48'40 "W 642.71' R/W L3 10 TYR 200.26' '� z MH 1 Q 28.53' 35.00' 46'42'29" C5 Ld 28.53' 35.00' 46'42'30" g -_ 169.04' 2000.00' 04'50'33" + + 6 V) v Lc>O °� I N X 0 z N w 0) o� - r o m 0 O � n n 8Yrl !C,� O 4 U N 48 M N�� :N_ N N N U N N U N , I N N O Or �,, ~ D O N (n N N l�=ti VI N W g i 11 5 11 ' ` COURSE & CURVE TABLE # BEARING LENGTH RADIUS DELTA L2 N84'48'40 "W 642.71' L3 N84'49'13 "W 200.26' DRAWN J C4 Q 28.53' 35.00' 46'42'29" C5 Ld 28.53' 35.00' 46'42'30" C6 169.04' 2000.00' 04'50'33" z 0 O U <O O O + Z NO U �0 z In W \-- R /W CONSTRUCTION NOTES O 2' EDGE GRIND PER DETAIL® O2 MINIMUM 0.13' GRIND AND ARHM OVERLAY 0 PLACE 4" AC PAVEMENT OVER 4" CLASS 2 AGGREGATE BASE (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST EDITION. FINISH COURSE OF 0.13' ARHM OCONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2 -8 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 104 O CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 307, CASE C, W= 27'. O CONSTRUCT 4" PCC NON— CONTIGUOUS SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 101, TYPE "C & NO. 103 O INSTALL REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 134 Og CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 101, TYPE "C" JUNCTURE OF NEW A.C. PAVEMENT AND EXISTING CONCRETE BRIDGE APPROACH. CONTRACTOR TO VERIFY DEPTH OF APPROACH SLAB 0 INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 11 INSTALL 5,800 LUMEN HPSV STREET LIGHT BY SOUTHERN CALIFORNIA EDITON; PAID FOR AND COORDINATED BY DEVELOPER ® ADJUST TO GRADE 13 PROTECT IN PLACE 14 CONSTRUCT AC BERM PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 104, Di -8 O NOT USED THIS SHEET LEGEND 0 m 0 rl O M + 10 N H V) PROPOSED CONCRETE AC PAVING GRIND AND OVERLAY n N H !n .� �[1J HIO � Z M N 1 QQ (n (n I/ \) DESCRIPTION OF REVISION DATE CITY I 1, l APPROVED CITY OF RANCHO CUCAMONGA 8TH STREET IMPROVEMENT PLANS PLAN & PROFILE STA. 20 +00 TO 24 +00 640' WEST OF HELLMAN AVENUE PARCEL MAP 18794, DRC 2007 -00551 ROW 2013 -90467 APPROVED BY Ld > w Q J Z DESIGN W J w V� W W DRAWN J 2 Q 0 i 11 CHECKED Ld CFCA�1 JDM DA Of ( w + + HIO � Z M N 1 QQ (n (n I/ \) DESCRIPTION OF REVISION DATE CITY I 1, l APPROVED CITY OF RANCHO CUCAMONGA 8TH STREET IMPROVEMENT PLANS PLAN & PROFILE STA. 20 +00 TO 24 +00 640' WEST OF HELLMAN AVENUE PARCEL MAP 18794, DRC 2007 -00551 ROW 2013 -90467 Associated Engineers, Inc. A SUBSIDIARY OF IAAWM AMVMTAWF 451 E. VANDERBILT WAY, STE. 200 SAN BERNARDINO, CA 92408 TEL: (908) 888 -11 FAX:(909) 8-1884 lol,T�'�i3 RCE No.: 64696 2013 FILE No.: 177836L DATE Ll- -L I R.C.E. 53672 6 OF 13 DRAWING No. 2338 c 0 3 E 0 r7 0 N 0 N C ai APPROVED BY CITY ENGINEER ��siSS� r DESIGN �i£s4 DH DRAWN Na ec 1 SO,1.9t3nr1 S r BW G1yit�� CHECKED CFCA�1 JDM DA Associated Engineers, Inc. A SUBSIDIARY OF IAAWM AMVMTAWF 451 E. VANDERBILT WAY, STE. 200 SAN BERNARDINO, CA 92408 TEL: (908) 888 -11 FAX:(909) 8-1884 lol,T�'�i3 RCE No.: 64696 2013 FILE No.: 177836L DATE Ll- -L I R.C.E. 53672 6 OF 13 DRAWING No. 2338 c 0 3 E 0 r7 0 N 0 N C ai z S i a N 0.10' OVERLAY 1' MIN. ( 12' 95% COMPACTED NATIVE BASE EDGE GRIND CONDITION rk'� N.T.S. 9 0.10' GRIND & REMOVE EXISTING AC PAVEMENT (THICKNESS VARIES) - -EXISTING NATIVE BASE N'LY R/W 30.00' TO 33.00 ±10' � E OCONSTRUCT 4" PCC NON - CONTIGUOUS SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 101, TYPE "C" & CONSTRUCTION NOTES 2' EDGE GRIND PER DETAIL® OZ MINIMUM 0.13' GRIND AND ARHM OVERLAY OPLACE 4" AC PAVEMENT OVER 4" CLASS 2 AGGREGATE BASE (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST EDITION. FINISH COURSE OF 0.13' ARHM OCONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2 -8 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 104 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 307, CASE C, W= 27'. 8TH STREET - TYPICAL SECTION SCALE = 1 " =10' T.I.= 7 R= 60 ro_C4s56 Ezp, Wc; j 3 0 ti i� OCONSTRUCT 4" PCC NON - CONTIGUOUS SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 101, TYPE "C" & NO. 103 S'LY INSTALL REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO R/W CUCAMONGA STANDARD PLAN NO. 134 33.00' � CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA TO ±18' 22.00' 11 .00' STANDARD PLAN NO. 101, TYPE "C- 1 ±5' TO ±11.5' 6.50' 4.00' 0.50' JUNCTURE OF NEW A.C. PAVEMENT N EXISTING GE VARIES � 1 - - -- PROACH CONTRACTORTOVE IFYDEPTH OFAPPROACH S SLAB w z � do INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 o Li o INSTALL 5,800 LUMEN HPSV STREET LIGHT BY SOUTHERN CALIFORNIA �a w EDITON; PAID FOR AND COORDINATED BY DEVELOPER U W ADJUST TO GRADE 1 TO 5% 70 2.65% `M 2 PROTECT IN PLACE 6 CONSTRUCT AC BERM PER CITY OF RANCHO CUCAMONGA STANDARD PLAN N0. 104, Di -8 —-EXISTING AC NOT USED THIS SHEET PAVEMENT 8TH STREET - TYPICAL SECTION SCALE = 1 " =10' T.I.= 7 R= 60 ro_C4s56 Ezp, Wc; j 3 0 ti i� 11 +50 12 +00 12 +50 13 +00 13 +50 N'LY`RNV j 33' i G =,, S FAY RNV . - ± 30 30' 33' 10.9 11'. - 30 33 2pJ N L Y F 2.ox i. `zz z � S'l Y RNV 11' 2 3i ; 2 �o r \ t- - i i ' -30 i I I � 11'2' N'LY RA S' Y RNV 11' 22' z , N' lY RNV VARIES 33' - - -... .. ui 11.72' 1 22" 1 w 1110 14 +00 14 +50 -- -- - - - - -- N'LY RNV 30' j 33' i . - - - - -- S 4Y RNV G. N LY - ± S �Y_RNV. , 30' 33 10.9 2' WI 30 33 2pJ N L Y F 2.ox i. `zz S'l Y RNV 11' 2 3i ; 2 �o r \ t- - i i ' -30 i I I � 15 +00 15 +50 15 +65.11 BC 16 +00 16 +50 17 +00 17 +50 G. N LY - ± S �Y_RNV. , 30' 33 10.9 2' i 30 33 N L Y S kY RNV N'LY RNV S'l Y RNV 11' 2 2 �o 33 ' -30 33` 15 +50 15 +65.11 BC 16 +00 16 +50 17 +00 17 +50 SCALE: H: 1" 20' V: 1" = 5' CONSTRUCTION NOTES 2' EDGE GRIND PER DETAIL(j) 2O MINIMUM 0.13' GRIND AND ARHM OVERLAY O PLACE 4" AC PAVEMENT OVER 4" CLASS 2 AGGREGATE BASE (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST EDITION. FINISH COURSE OF 0.13' ARHM OCONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2 -8 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 104 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 307, CASE C, W= 27'. © CONSTRUCT 4' PCC NON— CONTIGUOUS SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 101, TYPE "C" & NO. 103 INSTALL REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 134 CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 101. TYPE "C" JUNCTURE OF NEW A.C. PAVEMENT AND EXISTING CONCRETE BRIDGE APPROACH. CONTRACTOR TO VERIFY DEPTH OF APPROACH SLAB INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 INSTALL 5,800 LUMEN HPSV STREET LIGHT BY SOUTHERN CALIFORNIA EDISON; PAID FOR AND COORDINATED BY DEVELOPER ADJUST TO GRADE PROTECT IN PLACE CONSTRUCT AC BERM PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 104, D1 -8 NOT USED THIS SHEET i1 6 SY f27V„ _ i 30 33 N L Y S kY RNV N'LY RNV S'l Y RNV 11' 2 30 33 ' -30 33` 11'2' N'LY RA S' Y RNV 11' 22' z , N' lY RNV VARIES 33' - - -... .. ui 11.72' 1 22" 1 w 1110 f 1 U a _d ! ° I 6 1 1.5 X �. I-5 , i 2 2_3., _,, 2 gs 3 , 4 _— 0.E 3 r , t i SCALE: H: 1" 20' V: 1" = 5' CONSTRUCTION NOTES 2' EDGE GRIND PER DETAIL(j) 2O MINIMUM 0.13' GRIND AND ARHM OVERLAY O PLACE 4" AC PAVEMENT OVER 4" CLASS 2 AGGREGATE BASE (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST EDITION. FINISH COURSE OF 0.13' ARHM OCONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2 -8 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 104 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 307, CASE C, W= 27'. © CONSTRUCT 4' PCC NON— CONTIGUOUS SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 101, TYPE "C" & NO. 103 INSTALL REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 134 CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 101. TYPE "C" JUNCTURE OF NEW A.C. PAVEMENT AND EXISTING CONCRETE BRIDGE APPROACH. CONTRACTOR TO VERIFY DEPTH OF APPROACH SLAB INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 INSTALL 5,800 LUMEN HPSV STREET LIGHT BY SOUTHERN CALIFORNIA EDISON; PAID FOR AND COORDINATED BY DEVELOPER ADJUST TO GRADE PROTECT IN PLACE CONSTRUCT AC BERM PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 104, D1 -8 NOT USED THIS SHEET i1 6 i a i'a alJ 1u� �rr iv3 IOU 21 +00 22 +00 a 23 +00 23 +50 23 +31.18 TC —RT END i 23 +76.52 CONSTRUCTION NOTES 2' EDGE GRIND PER DETAIL(j) CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA O2 MINIMUM 0.13' GRIND AND ARHM OVERLAY STANDARD PLAN NO. 101, TYPE "C" 4" AC PAVEMENT OVER 4" CLASS 2 AGGREGATE BASE JUNCTURE OF NEW A.C. PAVEMENT AND EXISTING CONCRETE BRIDGE OPLACE 3 (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS APPROACH. CONTRACTOR TO VERIFY DEPTH OF APPROACH SLAB RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 EDITION. FINISH COURSE OF 0.13' ARHM INSTALL 5,800 LUMEN HPSV STREET LIGHT BY SOUTHERN CALIFORNIA 4 O CONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2 -8 PER CITY OF EDISON; PAID FOR AND COORDINATED BY DEVELOPER SCALE: RANCHO CUCAMONGA STANDARD PLAN NO. 104 H: 1" = 2O' ADJUST TO GRADE CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA V: 1" = 5' STANDARD PLAN NO. 307, CASE C, W= 27'. PROTECT IN PLACE 8 CONSTRUCT 4" PCC NON - CONTIGUOUS SIDEWALK PER CITY OF CONSTRUCT AC BERM PER CITY OF RANCHO CUCAMONGA 9fESS�p R rfg'v RANCHO CUCAMONGA STANDARD PLAN N0. 101, TYPE "C" & STANDARD PLAN NO. 104, D1 -8 1F4 BENCH MARK L yv4 BENCHMARK No. 10025 N0. 103 NOT USED THIS SHEET Fto. 64694 ® _ 2" BRASS DISC IN CONCRETE STAMPED "CITY OF RC BM 10025 — 1987" AT INSTALL REFLECTIVE HYDRANT MARKER PER CITY OF RANCHOEap. CUCAMONGA STANDARD PLAN N0. 134 6130/tg _ _..... i 23 +76.52