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HomeMy WebLinkAbout1595 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY Q Q OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION — CURRENT EDITION, 0 0 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 STREFT IMPROVEMENT AND ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. STORM DRAIN PLANS FOR 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL INDEX OF SHEETS FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR SHEET DESCRIPTION INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES 1AA10 ARE SHOWN ON THESE PLANS. TRACT NO . 1 TITLE SHEET 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 2 DETAIL SHEET CUCAMONGA EASEMENT OR RIGHT—OF—WAY. 3 BERYL ST. IMPROVEMENTS PLAN & PROFILE 5. ALL GRADE STAKES SHALL BE SET BY THE CON—RACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT 4 MIGNONETTE ST & SPRINGVIEW PL. POINTS WITHIN 0.01 FOOT OF SUB—GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE IMPROVEMENTS PLAN & PROFILE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 5 HAMILTON ST & SPRINGVIEW PL. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY IMPROVEMENTS PLAN & PROFILE LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PR JECT OCATI N PAVING. PROPOSED 6 STORM DRAIN IMPROVEMENTS PLAN & PROFILE 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH FOOTHILL FREEWAY BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB—GRADES SHALL 19TH ST. BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTEDN LEGEND TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF �' 2 BASE MATERIALS AND/OR SURFACING. = i F.L. FLOW LINE i _ 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE a SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR BASE UNE U F.S. FINISHED SURFACE DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. G.B. GRADE BREAK 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR CHURCH INV. INVERT DETERMINATIONS COMPLETED TO VERIFY: R—VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. SW SIDEWALK 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R—VALUE AND PAVEMENT TESTS TAKEN TO VERIFY STRUCTURAL SECTIONS PRIOR TO PAVING FOOTHILL BLVD DWY DRIVEWAY 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB—GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB—GRADE AND N ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. .010/ 12. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS VICINITY MAP OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE NOT TO SCALE TREE LEGEND SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS STREET BOTANICAL NAME COMMON NAME SPACING SIZE Q'TY WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED IN THE OTHER ITEMS OF WORK. • BERYL STREET GEIGERA PARVIFLORA AUSTRALIAN WILLOW 20' O.C. 15 GAL. 20 EA. 13. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER O HAMILTON ST. LAGERSTROEMIA INDICA— LAVENDER CRAPE 20' O.C. 15 GAL 30 EA. 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. FAUREI 'MUSCOGEE' MYRTLE 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM EXISTING SURVEY MONUMENTATION O SPRINGVIEW PL. BRACHYCHITON POPULNEUS BOTTLE TREE 25' O.C. 15 GAL. 25 EA. RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION 0 MIGNONETTE ST. LAGERSTROEMIA INDICA— LAVENDER CRAPE 20' O.C. 15 GAL. 40 EA. DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF FAUREI 'MUSCOGEE' MYRTLE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID FOR APPROVAL. MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE 15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD PLANS AND ARE DESCRIBED AS FOLLOWS: FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BECONSTRUCTION NOTES FOR STREET TREES CLEANED UPON REQUEST OF THE INSPECTOR. �A 2" IRON PIPE LOCATED INTERSECTION OF CENTERLINES OF BERYL STREET AND HAMILTON STREET. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 16. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO © NAIL AND TAG 10' NORTH OF INTERSECTION OF CENTERLINES OF BERYL EXCAVATION. STREET AND MIGNONETTE STREET. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE © NAIL AND TAG 232.02' NORTH OF INTERSECTION OF CENTERLINES OF FURNISHED TO THE CITY INSPECTOR. ANY UNSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY PROVIDED FOR YOUR CONVIENENCE ARE THE FOLLOWING: BERYL STREET AND MIGNONETTE STREET. REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. DD 1" IRON PIPE 99.29' SOUTH OF INTERSECTION OF CENTERLINES OF A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 BERYL STREET AND MIGNONETTE STREET. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. MR. BOB STALLINGS FOR BASE LINE ROAD CONSTRUCTION pFESS/p,� 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. B. GENERAL TELEPHONE (909) 608-1222 C. SOUTHERN CALIFORNIA GAS COMPANY (213) 260-7789 9 co NO. 34559 tt 216 N. EUCLID AVENUE DATED 3IIfQ1 Exp.9 30 99 NOTICE TO CONTRACTORS ONTARIO, CA 91762 cA SURENDER DEWAN, P.E. CI1I11. Q D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 R.C.E. 34559 OF CA4�F� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN 9641 SAN BERNARDINO ROAD ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE, RANCHO CUCAMONGA, CA 91730 THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. E. METROPOLITAN WATER DISTRICT (909) 593-7474 OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE 700 N. MORENO AVENUE COUNTY SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, CITY OF RANCHO CUCAMONGA LA VERNE, CA 91750 BE USED TO RESET THAT MONUMENT AFTER COMPLETION OF THE PROJECT OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. SHALL BE PROVIDED TO THE CITY. F. PACIFIC TELEPHONE COMPANY (800) 248-2800 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A DURING THE COURSE OF CONSTRUCTION ON THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; G. COMCAST (909) 983-9895 COPY OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT TITLE SHEET 1205 DUPONT STREET THE AND THENTY SURVEYOR FOR ELATED PERMANENTHWITNESS MONUHE RESETTING OF THE MENTS AFISTING MONUMENTS TER C MPETIONTHE CONTRACTOR SHALL DEFEND, HARMLESSESSS FROMA Y AND ALL LIABILITY, FY, AND REAL OR ALLDTHE EGED, NO CO N, THE ECTION WITH 'THEDTHE PERFORMAINCEROF WORK ONTARIO, CA 91762 TRACT 14410 OF THE PROJECT SHALL BE PROVIDED TO THE CITY. ON THIS PROJECT. H. MARKS CABLEVISION (800) 566-2757 10808 FOOTHILL BLVD. #120 RANCHO CUCAMONGA, CA 91730 APPROVED BY DATE J CITY ENGINEE 6?40 �f%� RCE o. 24953 17. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN BASIS OF BEARINGS BENCH MARK DESIGN PREPARED UNbER THE SUPERVISION OF: RECOMMENDED THE ROADWAY HAVE BEEN INSTALLED, INCLUDING ALL ON—SITE GRADING SD CONSULTANTS. 17F-Gr 3/17 7 HAS BEEN COMPLETED AND ALL UNACCEPTABLE PARKWAY AND ROADWAY 12377 LewW Stmt of B.M. ELEV. 1464.854 c«ti«, Gr c� 9 e+o IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF BASIS OF BEARING SHOWN HEREON DRAWN fto,,. 7,4 y,0—SW SHEET THE CITY ENGINEER. IS N 00'31'10" W BEING THE BEARING CONCRETE NAIL IN CHIZ "❑" HN DMS Fax P477+o-a8+2 ,� 6 OF CENTER LINE OF BERYL ST. AS EAST CURB RETURN, NEC OF SHOWN ON TRACT 15649 CIELITO ST. AND BERYL STE. CHECKED SUM . DEWAN DRAWING NO. REV. DESCRIPTION DATE APP'D CITY R �59MxP. 9 30/99 DATE 1595 v 33, R/W LOT 7 w H > O O 22 11 - v zo 0.10' THICK MIN. AC LOT 6 6 Q o w w 015' . 3'± m 6.5' 4' v x I w m SEE COLD PLANE DETAIL 30 cn w�".f ® N rn STRAIGHT GRAD 2% I v I LOT 8 1.59; _3 M AX. i m r^ MIN y; ! , `n PCC o X60 EXIST. AC -- _ SIDEWALKO m "� S1A• ergs r— TYPE A2-8 2 �9� S9 �- _ ---- ' O7 4" AC/4" AB CURB & GUTTERO I � - 9c `� 4.85 EC !. EXIST. AC BERM ® l M 8 TC S 1 g+3 mho at5 /i Y h t 4 Z � BERYL ST. TYPICAL SECTION F Y 1g+ i� 13 6 It �' NOT TO SCALE $$ `, = _.._'� 11=6.0 R=50 N _ �G .Q2 p90 oo &\° cR LOT 9 s' � c � �h0 � 5 , E SCALE: 1"=20' t C7 DISPOSITION NOTE o � 150g•o 1507.45 FS -. �t ® REMOVE hF`' o� HAMILTON ST. epos 1 507.2 LOT 28 __. ' ops oh. '�� O 5+77.22 E _ N 0 b' . 1 0.10 MIN. OVERLAY iv �, w 15+82 if , R �h m LO G6 1 A o q mi Lr �r m �� y s O 0.10' MIN. > 'S > —� COLD PLANE + I + N 1 0' COLD PLANE +11 .55 E R �s SOS os� E 'S Q S - E i �- - �9Sy _Z E EXIST. T 6 AC V) 9bc SMP FO i �C'� �' �9 �` 1 `G0 EM R S OR COLD PLANE EXIST. AC I f m - ` svc �, >: T 2 9 � 5 . i � + LOT 1 S o � � 9 4 AC 4 AB S N�` �°� O 15 �a 1 'Op L., � >z >t ° '� 82 E S F s TYPICAL COLD PLANE DETAIL ' h •9 69• o r° >t�Ss�C N�` ,� ' �� NOT TO SCALE LOT 3015+ __. 6�FF`CONSTRUCTION NOTES AND ANTITIES o Q U h I` "�' Ory• STREET IMPROVEMENTS h h r� 1 �. O , ITEMS BERYL ST. INTERIOR STREETS UNIT �o h - � � + � 1 A CONSTRUCT 1 ;�n >x � � 0. 0 THICK ( )MIN. A.C. OVERLAY 65 — TONS N O 00 Z ``� 'co E °i 1 O1 CONSTRUCT 3" AC OVER 4" AB, PER R VALUE AND CITY ENGINEER'S — AC 800 TONS SCALE: 1"=90' Q m w I 000 `"` �' APPROVAL. AB 1,070 TONS + 6+00 LO m - ` O2 CONSTRUCT CURB AND GUTTER TYPE A2-8, W=2' PER CITY STD. PLAN 104. 652 2,575 LF. STA• O3 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN 101—A (NON 210 7,750 SF. CONTIGUOUS SIDEWALK) W PER PLAN. KNUCKLE DETAIL CONSTRUCT 4' WIDE SIDEWALK PER CITY! STD. PLAN 103. 564 2575 LF.` HAMILTON ST/SPRINGVIEW PL. 16 O5 CONSTRUCT CROSS GUTTER PER STD. PLAN 106—A. 2 — EA. LOT 18 I _ v0 LOT 17 r O CONSTRUCT HANDICAP ACCESS RAMP PER STD. PLAN 102. 4 — EA. I O7 CONSTRUCT 4" A.C. OVER 4" A.B. AC 81 — TONS B 81 — TONS KNUCKLE DETAIL A U 8 INSTALL STREET LIGHT 5800 LUMEN HPSV BY SCE PAID FOR AND 3 10 EA. MIGNONETTE ST SPRINGVIEW PLACE COORDINATED BY DEVELOPER. 9 COLD PLANE EXIST. PAVEMENT PER DETAIL ON SHEET 2 10,000 — SF. O 10 CONSTRUCT CURB SIDE DRAIN OUTLET PER CITY STD. PLAN 107—B. — 8 EA. 11 INSTALL STREET NAME SIGN &O R26 SIGN ON STREET LIGHT. 2 — EA. 12 INSTALL R26 SIGN WITH POST. 1 — EA. 13 INSTALL 12" SOLID WHITE STOP BAR AND STOP LEGEND AS SHOWN. 2 — EA. 6 ' 14 INSTALL R1 STOP SIGN WITH POST. — 2 EA. ROW 30' 30' ROW 15 ADJUST MH COVER TO GRADE. 2 — EA. 12' 18' 18' 12' 6" 4' 7.5' 7.5' 4' 6" 16 ADJUST WATER VALVE COVER TO GRADE. 2 — EA. 17 INSTALL 4" SOLID YELLOW LINE, 50' LONG, PER RANCHO CUCAMONGA STDS. — — LS. p ,OTYPE A2-8 TYPE A2-8 CURB & GUTTER 18 INSTALL 4" YELLOW LANE LINE PER RANCHO CUCAMONGA STD. #133. — — LS. 2% CURB & GUTTER2 2% LEVEL LINE `� 19 INSTALL DOUBLE YELLOW LINE TO MATCH EXISTING, PER RANCHO CUCAMONGA — — LS. 1.79MIN. s _-- - --- _------ .�:�7°_ MIN., PCC STD. #133. PCC - SIDEWALKO4 O SIDEWALK 20 INSTALL WHITE PAVEMENT S.A.E.LEGEND AS SHOWN PER RANCHO CUCAMONGA STDS. 2 — EA. CITY F AN O O RANCHO CUCAMONGA O 3" AC/ 4" AB STORM DRAIN IMPROVEMENTS ITEMS QUANTITY UNIT DETAIL SHEET HAMILTON ST, MIGNONETTE ST AND SPRINGVIEW PLACE. Oi CONSTRUCT 24" RCP STORM DRAIN (2000D) 277 LF. TRACT 14410 NOT TO SCALE O2 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300, W=11'. 2 EA. T.I.=5.0 R=50 O3 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307. 2 EA. pFE APPROVED BY L� % J/I DATE SER M. "Y CITY ENGINES %i! LCG�� /`!� RCE No. 24953 O4 CONNECT PIPE TO CHANNEL WALL PER S.B.C.F.C.D. STD. PLAN 220, SEE DETAIL ON SHEET 6. 1 EA. _ ��� GFS DESIGN J PREPARED ENDER THE SUPERVISION OF: RECOMMENDED O5 CONSTRUCT JUNCTION STRUCTURE No. 4, CASE 2 PER CITY STD. PLAN 333. 2 EA. i' _ n' SD CONSUETANT& DEQ 3�i7�� NO. UIRW 12377 Lewis Street #101 Exp,9 30 99 4L DRAWNGo-den 4 � e� SHEET O6 CONSTRUCT BROOK DRAIN No. 2424 BOX (24"x24") WITH PARKWAY GRATE, PRIVATE 3 EA. DMS Fax �714�i 0-8842 HN 2 O7 CONSTRUCT 12" DIA. PVC SDR 35 DRAIN PIPE, PRIVATE 35 LF. OF CA�F��! CHECKED OF 6 n ly DRAWING N0. SURENDER M. DEWAN 9 CITY RCE 34559 EXP. 9 30 99 DA 1595 -- -. _ i . -., i - _- . -. i - - - - - + s r -. . . - Y, . _ - . I I O STA, 10+72.20 BERYL ST= s. _. .___. _ _.. _ _ _ _. 1. ___ ___ _ _ .__ _ _ ..____ __ __._ � . __._ __ _ _ _ __ I + + TA. 1 +0 MIGNONETTE i 3 S 0 0ST. 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ELEV. 1464.854 BERYL HAMILTON t I 1 I 1 , . i t i : - , 1 + i 1 i - _i. h. .. ._... ._ .,. _. ,_.-- .v_..___,__ , �_._ ___ __ __ #.,. �_ ___. _ .� . _ SCALE• i _ . : i 1 ' 1 I i , 1 i - f ; - - f . i r� `` '` ' '�� `�''-� ��� ��- f. `" "`� CONCRETE NAIL IN CHIZ ❑ 1 j HORIZ. 1"=40' I .� . ,- i .. -- -- -+- -_t --- .- < _� - ._._�.._ - rt. _.� _ .< - -. _ -_ _.�. _ - < a _ - - ..�_ . _ .__ -, _ _;. EAST CURB RETURN, NEC i VERT. 1 4' CIELITO ST. AND BERYL STE. 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 CONSTRUCTION NOTES 1 A CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY. O2 CONSTRUCT CURB AND GUTTER TYPE A2-8, W=2' PER CITY STD. SEE SHEET 2 FOR KNUCKLE DETAIL PLAN 104. AND TYPICAL SECTION (�) CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN 101-A (NON r CONTIGUOUS SIDEWALK) W PER PLAN. r z Li o w J F-iA CT 157 J d wo O CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. PLAN 103. i- Q Li >- �1 = 4 2 : 4 2 4 2 o� O5 CONSTRUCT CROSS GUTTER PER STD. PLAN 106-A. � o z 0 w c� w c� w � F- IL 0: N Q z J w z J Z J O V) �H o a a a a d a o > .* z O6 CONSTRUCT HANDICAP ACCESS RAMP PER STD. PLAN 102. o = o o Z ca x o UM w = N w Z L 7 R � N it � p 14+69.19 = ,riwU O7 CONSTRUCT 4" A.C. OVER 4" A.B. z^ z w o z � STA. 10+00 MIGNONETTE ST. o z � o z U J STA. 10+00 HAMILTON ST. +zo T + RY = c� c� c� c� w o _o STA. 10+00 19TH ST. Li + o - ? (n o Zr z o- ? V)� w m ��? ,v 8 INSTALL STREET LIGHT 5800 LUMEN HPSV BY SCE PAID FOR AND �:: .; , :: -- i ! *y -c �; ;� ,-.� s ;. L_,_,.,___�_.M_<..v.___ M T 'i `` >_ I51,l _ �' COORDINATED BY DEVELOPER. f >-.<-, vl ` ` J sy.srir z.Y..,szc fr,z- � ,r _: 2 ' } { , I, L __.. L �_, t, < N ' _ `` O9 COLD PLANE EXIST. PAVEMENT PER DETAIL ON SHEET 2. _ " ._ i f_ . , _�- , ._ _ INSTALL STREET NAME SIGN & R26 SIGN ON STREET LIGHT. ! D 17 15 B .; _. �. C ! 17 �, ! _.5 A 17 G 11 �R 9� 49"10"o r S 17 - 18 ` S� S g 20 � 2 18 19 Ar\>\ti r r �NpO'3 10 w SERYL STr' 13 _ X96.99' '� > g'` �rl _ ;, `L 12 INSTALL R26 SIGN WITH POST. >.. _ _ , t `5���, UT 2 ,<.� 9 1A �;...1 5 13 1 6 �`'� Off' 7 1A�2 2 SAWCUT U 1A `� l � 13 11 `'�� 2 1q �� h' " - _M �h� E P 9 N E/P �O < -- - ,`h'` 9�_ E/P - SAWCUT ��h� 13 INSTALL 12 SOLID WHITE STOP BAR AND STOP LEGEND AS SHOWN. __ _,---_ - __ rt- `__ ---- --- - - -- ---- --- ----- - - if_,_--,--- ----- -�tr�I - - - _ -------- --_ __ . __ :- _�_�_.w__ __ _.. - _ _ __ ___ -- -- - -- - -- - -- -- ----- -- --- ADJUST MH COVER TO GRADE • • T • • • • • • _ • • • - • • �--- • • • • • . r.-' _ rr 6 $TOP j 11 ! •" 4 7 ' w 6 $T(IP ' _ - _ _ .4 � 16 ADJUST WATER VALVE COVER TO GRADE. (F 0 .1 ­�_-/ - 0 u STA. 49 MA LINEN � � STA. 49 MA LINE & oU 17 INSTALL 4 SOLID YELLOW LINE, 50 LONG, PER RANCHO CUCAMONGA SIDS. ' k- Li i t+ . + ,if , ' sy 1!, , N �� S E S EE , + `-` >.._ - I N SES EE s �, a m INSTALL 4" c� 18 YELLOW LANE LINE PER RANCHO CUCAMONGA STD. 133. z> O F- r ' U a kg O J11W N _ 1- ., tD �h V w + + cn , t U 19 INSTALL DOUBLE YELLOW LINE TO MATCH EXISTING, PER RANCHO OFESS/ ii f �a 1 ' < 3 , v, -Z � h0� I I Li ` " T 23 N 5 �hh� I ZO I,, { - '` _ . w� w CUCAMONGA STD. #133. �t N j L < a - f, 4 z c� ODER ,y Q"�C Li _ < w - I � 0 20 INSTALL WHITE PAVEMENT A H P ' S.A.E.E LEGEND S SHOWN, PER RANCHO x z C 0 Q # - o w z Z in 3 O J w i -�Q w t� v� AM i z 0 CUC ONGA S TD S Z0 � v, CURB RETURN DATA o CURB RETURN DATA CURB RETURN DATA a CURB RETURN DATA Z 8 = NO. 34559 " 0 0 = 90'00'00" �, it i� A = 90'00'00" 'L = 90'00'00" ' % � E�•9 30 99 � �Q w �w O = 90'00 00 - R = 27.00 El R = 27.00' m R = 27.00' TRACT 14410 R = 27.00' s T = 27.00' T = 27.00' T = 27.00' T = 27.00' I �'1 Cl L = 42.41' L = 42.41' L = 42.41' L = 42.41' \ "t DISPOSITION NOTES _ OF CAL�FO�` ❑1 PROTECT IN PLACE. 2 TO BE REMOVED BY OTHERS. CITY OF RANCHO CUCAMONGA ❑3 RELOCATE PLAN AND PROFILE ❑A , ©, ©, ❑D , REFER TO SHEET 1 FOR ® REMOVE EX. SIGN & RETURN TO CITY YARD. BERYL ST. 7w, MONUMENTATION IDENTIFICATION. TRACT 1441 TREE LEGEND O GRAPHIC SCALE \+ ` • AUSTRALIAN WILLOW APPROVED BY ' ' - DATE 40 0 20 40 w CITY ENGINEER /�{ (Ce a R N 4 1 �, G �Lc L CE o 2 953 DESIGN PREPARED 'UNDER THE SUPERVISION OF: RECOMMENDED ( IN FEET ) SD CONSULTANTS. ply 3rl�l`t"c 1 inch = 40 ft. 12377 L***" Street 01 DRAWN o„a vey�88 0 SHEET HN Fox g14� �.�-W,2 3 6 OF CHECKED DRAWING NO. SURENDER M. DEWAN CITY 1595 RCE 3455f EXr. ! 30 /! . 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I i i i _ i i , 3 1 I I i i 1 i I i t f i I I I - I I '+ I 1 ; I r I i I I HORIZ. 1 40 1 I j 1 i : 1 i I , : , w, _ _ u __ _ _ .�.__ _ _ __ _ _ ,. .:_ w _ ___..__ _ w 1 1 _i _:. �y �. I 4 .+ 4 I -- >-4 -4 $ -+ l , 3 +_ _ _ < .. _ I� ,¢� r 4� _� _ la -�_ ,_. �,.. - ,, _.� _: -, �t EAST CURB RETURN, NEC �._ _< _�-._, .W.. ` I i i i i i = I i ! � � i i I I i I i 1 1 1 I ; j ! I I i VERT. 1 4 I i I ! i I I i I i i I i I ! ! CIELITO ST. AND BERYL ST. I I i 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 CURB CURVE DATA CONSTRUCTION NOTES D = 20'29'30" Ol CONSTRUCT 3" AC OVER 4" AB, PER R VALUE AND CITY ENGINEER'S © R = 282.00' APPROVAL. L = 100.86' O2 CONSTRUCT CURB AND GUTTER TYPE A2-8, W=2* PER CITY STD. 0 = 20'29'30" PLAN 104. OD R = 318.00' SEE SHEET 2 FOR KNUCKLE DETAIL so 30' L = 113.73' ( CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 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SCALE• •;t i._ .___,!_ ----t --�_ -+ s # : •� �- �- �-•---t s- .« { + -t j + -�--- � I ----� + -'�- -+ -a- a e � #-' � -}_ .t � -+.__,.. _.1. _,}._ _+_ -.�. <--f_•i- a -� _--�- i -;.m_.�� _+._�,._ --�_ 4_ -.t.. _-�.- � �,1-- --i -¢• 1._ -_.,.d__-,��. j n n _<, ,.�_ ,..y,,_.-�.-. ..j. ! I + I I rt 1 n �` I i ! i i CONCRETE NAIL IN CHIZ ❑ ¢ # i i I 1 I i i j i 1 i { j i t i i i i i i } ! i i i i i t i I , j ! i i Z 1 i i - I i 1 I I I I HORIZ. 1 40 I i I i i I t __1__ _.- ___ .__. _'_ _. ___ _._ __ - - -_-- _ _ _ _ -f_. , , , � � -t< � � ---�I �€- + �- � J-- --i-�-� I _{ ,-.i - -+- ' � � • _ _I,_•--1- 1 .+ _-� _-�_ EAST CURB RETURN NEC - •_�-: _�_, ----} + �- t � } � f-- -'�- r- �- i -7- � # f ---f -*- -•�- ---fir _� -i_ _.�- .�. y I �� --#- _,t- < _{- .�., ..�_,_,_ _d _.-�.----�-- � --t' -* •a•j.-----# ----i --i--_ •-�---�-�' i _Y_� f --+- f -?----1_ _,. i I I i f i ! I I t ; i I I I 1 f I i I I 7 i i 1 VERT. 1 4 I i � I i � CIELITO ST. AND BER i i YL ST. ; 10+00 1 1 +00 12+00 13+00 14+00 15+00 16+00 CURB CURVE DATA CONSTRUCTION NOTES - 10' 4'1 " 0 - 2 8 O1 CONSTRUCT 3" AC OVER 4" AB, PER R VALUE AND CITY ENGINEER'S C R = 282.00' art APPR OVAL. L = 51.21 ' o = 10'24'18" SEE SHEET 2 FOR KNUCKLE DETAIL 02 CONSTRUCT CURB AND GUTTER TYPE A2-8, W=2' PER CITY STD. OD R = 318.00' AND TYPICAL SECTION 11 12 PLAN 104. L = 57.75' 19TH ST. -�-—-�k- ---_- -- I � O3 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN 101-A (NON 0 = 10'2418" - I �~ 4 : CONTIGUOUS SIDEWALK W PER PLAN. - _. OE R = 318.00' 10+00 1 TH ST.= - � ._,.s _ L = 57.75' 20+00 BERYL ST. ! y N O4 CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. PLAN 103. U I D = 10'24'18" f ? �'�/ �`' i 00 i�c `' N O8 INSTALL STREET LIGHT (5800 LUMEN) HPSV BY SCE, PAID FOR AND O R = 282.00' z o0 3 __�_ ___ 4. 5 a ,�y `I T �Tp N € C . : ._,_ �1 � ,! c� r.J.._.._.__.._ o I ao _ N , , , COORDINATED BY DEVELOPER. 1. 1 W r �E L 5 2 + - _-<_ ._ _ i , I_ �O , r^ W i - - U N E J < �/ W O = 10'00'05 W o -----.->------------ k � .-~--„--•~---~°•-- i t I i 3 10 m x "" ,( + - II = 10 CONSTRUCT CURB SIDE DRAIN OUTLET PER CITY STD. PLAN 107-B. © _ �' > , , ,I I i i t_"._-_, jX ' 3 1 3 I 0 3 10 I o L 3 sA `A 3 ! (/) - _ R 102.00 p I _ I I i I to i x�� f 1i M I ! 1 1 i - _ x?51 < .tq.i ¢ } U I /e, i t 'Y 4 L - 17.80 Y i 3 4 - - o -IS _ Q W 14 INSTALL R1 STOP SIGN WITH POST I. 0 d I �. x c < ,t�� 3 1 , I -,a � �. _.._._..__i N I im 0�: �O N �' H a o i O W t� 1 I o M of In f / O O O : U Mi n i � u = 79'44'58" M $ -- -.,_ , ± I a? i II `' I II d? + /� i ^� V) H R - 27.00' tijSj _� .-.-- o r� c In x . . ., `�' * '� 00 �' W 0 b '`' I , , _ �. R . t ' 1 1r Q ; r� c� ? 'd + N x �. t�+ s� s�J- P l }_ - . . + VIEW PLAC Y L = 37.58 W , ; ; -? I W i _ ^ © , _ - c� » r� ► _ r� _, ca + X 2 =h z f r r lC - 00 + _ - i + �+ 3 C U A = 99'45'07" _.1` i -•6 4 00 r + ---_ ' N + 11 + r i 4 M 3 -< f c0 - ' + ; 4 mJ o0 -.' k N 4 OI R = 58.00' ' 115+1 19 W �, + fi " + + II 4 ; - n 2 �n TREE LEGE"D L = 100.98' W �,, BCR ha-, ; . . -3 & Q- 'IN _. O O O O H to - ��h 0 pN p o o 2 N 8 o a'�0• LAVENDER CRAPE MYRTLE y p A D 4 E c0 "' G --� O 4 t 00 .• + O BOTTLE TREE 2 �- 00 4 + co _ >_- _ _ - _. __ HAMILTON ST. �� A = 14 2 J 0 3 - ,4 c ti F <? 3 _ . ; a = c. X t 3 t .� 2 0o O J6 K HA T b1I LT Pd S . < _ 4 3 a F a 2 _ L ti X F 14+69.19 BERYL ST. Q ? D "_ H W, 6 ,10`0 �C_1 ;�R 10 ` o � m 2 " N 1 ,, rs. ` 1�k i _ r + 11 10+00 HAMILTON ST. I 0 - 8 '� Q ` ,_ ,_ � 3 .1I 4 152 U 3 CENTERLINE i s� n 4 •1j 1 xo , _� '� ` --_ - ;r. _.s, x �� ., -- 30 2 o M �_ �G� ' 1- 9 f 4.191 rn `Si r? <,, + � __,4 i II 11 � p I _�. ,. ': �- , � �'',�' �. �', O t.` 10 W s CURVE DATA JBC >� oM .__ � . ►�, t x II ,'w-, x w , j y ( X X 2 ��`1 � = 10' 4'1 t + " iX � X �e � :3>- i '� _ } - I r � O t8k"� 2_ 3 2 8" : J R = 300.00' _ 1m T ��' i vi- 4 .+> .+ I .L IE , j� M o`° 4F _16,,3X: cD II ' , 0 L = 54.48' i ! ---- � � ( _ + , + - +, - i �3 ,r 5t r�' 3 F II 4 g.a2 EC ' II 4 r II ^' 15 6 x �I h'� , 4771, c_' O it , } f ?5U5.1; I 3 R 3 : 3 I '!,r'C, + = 10'24'18N __ > '` � "- 3 ,:.,,c. 3 I i I 3 , �-. I }' i � '� 1-_ r OK R = 300.00' 1 _ - f i ,,I %- 3 i i _ _ I I I �-l" , "" r L - 54.48' I I I - i .__ �` CITY OF RANCHO CUCAMONGA 3 i -, _ _� 33 31 0 = 79'44'58" _- _,_._" __,36._,___,_ _.- 34 OL R = 45.00' PLAN AND PROFILE L = 62.63' FA REFER TO SHEET 1 FOR HAMILTON ST./SPRINGVIEW PL. MONUMENTATION IDENTIFICATION TRACT 14410 GRAPHIC SCALE 40 0 2D 40 so E$�q.,- APPROVED BY / `/)/ ` /' DATE.'�� �` �R `�( CITY ENGINEER �l C C 6 1 RCE No. 24953 ���� 4F `g a� Q f'� DESIGN RECOMMENDED � IN FEET � y 7= PREPARED UNbER THE SUPERVISION OF: 1 inch = 40 ft. pip, 34650 �^ S D C,2 N7 Low#@ Stmt 0t ��� �/I��q 7 * Exp•9 30 99 * DRAWN a 171`v y� 40 SHEET Fax (714 74o--8842 `�'.�� avn.`���`! H N / 5 of 6 of CAL CHECKED - 3 1 , 7 DRAWING NO. SllRENDER M. DEIMAN 1` ITY 1595 C RCE 34559 E>�. ti 30 49 DATE