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HomeMy WebLinkAbout2120 BENCH ARKht I GENERAL NOTES: CONSTRUCTION NOTES QUANTITIES AStCA IyB ST� O50W NORM W 10 1'OM CVAC OF OURS ,68565 SF r 1. ALL WORK SHALL BE DONE /N ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA �- CONSTRUCT 5" MIN. THICK AC PAVEMENT OVER 6" MIN. CLASS 2 AGGREGATE BASE. J- i i ri BA3/3 OP BEARINGS (SEE GENERAL NOTES 9 AND 10) I� �_ ( + j O ROUT \ M 6A"Of n LT it W 04014 nit CL a► STANDARDS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. - _r I _ ,: _ s --- I �, N sawn ar�,v pav CONTRACTOR SHALL 8E FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS 2 CONSTRUCT 8 CURB & GUTTER PER CITY STD. PLAN NO. 104. 2,101 LF j ! ✓ a"' M►' AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS jog __��� �„�y, 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, �-' CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 103, WIDTH PER PLAN. 7,871 SF I- TMs FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR /N 40--- CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 102 & 103 2 EA - - - - - - - - - - - - - - - --- = - -- ADJACENT AREAS WHERE IMPROVEMENT WORK /S TO BE DONE SHALL BE REMOVED, RELOCATEO, OR PROTECTED /N PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. SO--REMOVE POWER POLE (UTILITIES TO BE UNDERGROUNDED BY OTHERS - PAID 4 EA 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND FOR AND COORDINATED 8Y THE DEVELOPER) �� __ �" I Foo �r� B��o► SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR .-.-� INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FAC/UT/ES ARE SHOWN ON THESE PLANS PbW 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO D,7 INSTALL STREET LIGHTS 9500 H.P.S.V. BY SCE, PAID FOR AND COORDINATED + I --J I I I ���, �,r ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-0F WAY. BY THE DEVELOPER. 3 fA t= 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT g�-- INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 134. 5 EA I _� ?s '�►� ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT ] I I -- MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENG/NEER AS �ADJUST MANHOLE RIM TO GRADE. 5 EA � �T=�� � �- � a7tr sr NEEDED AT WARPED OR VERTJCAL CURVE AREAS. , ���� ( r- 6. ALL SEWER, WATER, ELECTRIC. GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL BE @_ SAWCUT/REMOVE EXISTING AC PAVEMENT. 54,015 SF _� i rfj CONSTRUCTED PRIOR TO PAVING. 11 OVERLAY EXISTING AC (0.10' MIN. OVERLAY) AS REQUIRED. 8,378 SF I I� 67ra sr Z COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND 12 ADJUST WATER VALVE TO GRADE. 2 EA I ALL SUB-GRADES SHALL 8E PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN r .! �_- `.�► ( TRACT NO. 17382 � 1_ REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR , ,, �j I J sr TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING 13 CONSTRUCT BUS BAY PER C/TY STD. PLAN N0. 119. 1 FA 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING 14 INSTALL STREET LIGHTS 5800 H.AS V BY SCE, PA/0 FOR AND COORDINATED ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY 0/L CONTENT ANO GRADATION OF ASPHALT BY THE DEVELOPER. 9 EA PAVING. 13 CONST LOCAL DEPRESSION PER CITY STD, PLAN N0. 307. 2 EA o 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL 8E SUBMITTED TO THE CITY 16 CONSTRUCT COMMERCIAL DRIVE APPROACH & SIDEWALK PER CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND 2 EA STD. PLAN 101-C. � --- SAND EQUIVALENT OF AGGREGATE BASE: _ W VIC/NI T Y MAP 10. PAVING SHALL BE PERFORMED /N ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE �- CONSTRUCT LIMITED ACCESS CURB PER CITY STD. PLAN 105-C. 34 L.F. ( - V I ( ) CURB TRANSITION DETAIL PER DETAIL HEREON I '� NF' STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTIONS 11. WHEN IMPROVEMENT ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERGAL, THE 18 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STO. PLAN NO. 114. 4,724 S F. SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND 19 GUTTER 82 E STREET TREES SHALL 8E INSTALLED PER THE NOTES AND LEGEND HEREON. A. j SEE SHEE 8 FOR s��'sN/NG I I 8" CURB &ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN STREET ( THE NATIVE MATERIAL. 0 EXIST. POWER POLE TO 8E RELOCATED BY OTHERS 7 EAPER CITY STd 104 . 1 �_ ( AND STRIPING PAN AND RUANTIT/E3. - - 12. IF THE ASPHALT CONCRETE /S TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE �� I ( TRANSITION FROM NORMA CURB EPA. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURE'S `�J - CONST. CROSS GUTTER PER CITY STD. PLAN 106-A 1,602 SF � --L_ � TO LIMITED ACCESS CUR RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING @_ CONSTRUCT ACCESS RAMP PER DETAIL ON SHEET 2 2 EA @ �T 13. ESTIMATE OF QUANTITIES /S PROVIDED 8Y THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. SAWCUT AND REMOVE EXISTING P.C.C. SIDEWALK. 150 SF { THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BIO. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH is NOT SPECIFICALLY LISTED /N THE ESTIMATE - OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED /N THE OTHER ITEMS OF WORK. STREET TREE LEGEND �� _--.-- _ __�______y_ -CITY8 BOTANICAL MIN. GROW . CONSTRUCTED AT EACH INTERSECTION. STREET NAME COMMON NAME SPACING SIZE QTY. F z I 15 CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM R£SPONS/8/UTY FOR THE CORRECTION _ OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN CENTER AVENUE BRACHYCHITON POPULNEUS BOTTLE TREE 5 FT. 25 FT. O.C. 15 GAL. 42 I I _ - J + L. - (-1l � I - 11 r-r REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. E T INDICA _ I _ T ARROW ROUTE CRAPE MYRTLE HYBRID 3 FT. 20 FT 0.C. 24 /N. BOX 21 ' 16. WORK SITES AND EXTERIOR STREETS SHALL BE KEPT /N A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 26TH STREET PISTACIA CHINENSIS CHINESE PITACHE 5 FT. 30 FT. 0.0. 15 GAL. 19 INDEX MAP CURB TRANSITION DETAIL 1Z NATIVE SOIL /S TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR TO FILL PLACEMENT. SCALE. I' - 200' 8" CURB & GUTTER rO 8" LIMITED ACCESS CURQ 18. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL CONSTRUCTION NOTES FOR STREET TREES: NTS ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND 1. ALL STREET TREES ARE TO BE PLANTED /N ACCORDANCE WITH CITY STANDARD PLANS ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE E/LY 19. ON THE INTERIOR STREETS WHERE SIDEWALK /S ADJACENT TO THE CURB, THE INSTALLATION OF STREET FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR=NUTRIENT DEFICIENCIE54 MAY W/LYCL R/IN LOT "A" LIGHTS, STREET SIGNS, AND FIRE HYDRANTS SHALL BE LOCATED BEHIND THE SIDEWALK. REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. ` R� OR 20. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE J. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER/NG DIVISION. 33 33 LOT "9y NO. 1-800-227-2600. 22' 22' 11' 14' 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. PROP. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: CL � 3' VARIES SAWCUT PERIMETER A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 I GR/NO & OVERLAY � °` ( & REMOVE 4.i 'S 4 i WALL MR. JAMES FREI , AS REQUIRED WCUT ' LINE ( ) � I' MIN. B. GENERAL TELEPHONE COMPANY 800 483-3000 -._ _ _ 0.10 MIN. 0.10' MIN 0 CL FOR UNDERGROUND SERVICE �. - - - - '�J- - - - - - - ' ' 2 f X TO DAYLIGHT CL R C. SOUTHERN CAC/FORMA GAS COMPANY 800 427-2200 R AC OVERLAY DETAIL EXIST. S/DEWA.K 4 VAR L THICKNESSPROP. S/DEWA 1981 W. LUGONIA AVENUE ( ) I NTS " OVERLAY (0.1' . PROP. 8" REDLANOS, CA 92373 100 LOT "8" N Y EX1S./: 8 CURB CUR8 & GUTTER 14' J6' 36' 14' 21' !? CL GUTTER 0. CUCAMONGA VALLEY WATER DISTRICT (CMD) (909) 987-2591EP PROP. PERIMETER WALL 9641 SAN BERNARDINO ROAD 3 30 ( ) 1 MIN. LOA CENTER A VEN E RANCHO CUCAMONGA, CA 91730 14' 11, TC 22' TYPICAL SECTIO I NTS ... E. METROPOLITAN WATER DISTRICT (909) 593-7474 v W 0.5' 700 A MORENO AVENUE 3 PROP. PERIMETER WALL 0.f 0 MIN. Q � VAR/ES EXIST. � I LA VERNE, CA 91730 cn 1.76.x-2.76,2 -`-' , . SLOPE SEE DETAIL ABOVE GR/ND & OVERLAY 2:1 MAX AS REQUIRED F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 =' - - `' TO DAYLIGHT 1 MIN. --� EXIST. S/DEWALK� GRIND & OVERLAY CONST. 5 WIDE 7951 REDWOOD AVENUE MEANDERING SIDEWALK 2 FONTANA CA 92336 AS REQUIRED SAWCUT & REMOVE " I � 0.10' MIN. EXIST���URB " CONST. 8 2.1 MAX TO DAYLIGHT EXIST. 8 CURB & GUTTER EXIST. AC CURB & GUTTER G PACIFIC TELEPHONE COMPANY (714) 999-5639 CONST. AC PAVEMENT PROP. SIDEWALK ARROW ROUTE PER PLAN PROP. 8" CURB AC CONST. AC PAVEMENT TYPICAL SECT/ON & GUTTER PER PLAN PRI VA TE ENGINEER'S NOTICE TO CONTRACTORS NTS 281h STREET THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH TYP/CAL SECT/011l OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTIUT/ES EXCEPT THOSE SHOWN ON THESE PLANS NTS THE CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR ABORE VIA TIONS LEGEND NOT SHOWN ON THESE DRAWINGS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE TC TOP OF CURB EXISTING EDGE OF PAVEMENT XY EXISTING FIRE HYDRANT 8VC BEGINNING OF VERTICAL CURVE �/ PROPOSED F/RE HYDRANTS DESCRIPTION o f REVISION DATE APPROVED ` + COURSE OF CONSTRUCTION OF THIS PROJECT,• INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS SHALL APPLY = _ _ _ _ _ _ _ = EXISTING CURB AND GUTTER CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLO EVC END OF VERTICAL CURVE - _ EXISTING RIGHT OF WAY THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIA8/LITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE EP EDGE OF PAVEMENT i°` PROPOSED GATE VALVE OF WORK ON THIS PROJECT, EXCEPTING FOR LL48/U1Y ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. PRC POINT OF REVERSE CURVE E EXISTING EDISON LINE CITY of RANCHO CUCAMONGA 8CR BEGINNING CURB RETURN G EXISTING GAS LINE PROPOSED STREET LIGHT W CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO TWE ECR END CURB RETURN COMMENCEMENT OF ANY WORK. IT /S THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES T EXISTING TELEPHONE LINE FL FLOW LINE TRACT NO. 17382 W BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. FS FINISHED SURFACE so- EXISTING STORM DRAIN 0 STORM DRAIN MANHOLE ARROW ROUTE, CENTER A VENUE & PVC POLY VINYL CHLORIDE W EXISTING WATER LINE 28TH STREET 4. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS FG FINISH GRADE RW EXISTING RECLAIMED WATER LINE PROPOSED STORM DRAIN CATCH BASIN �s A CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. C&G CURB ANO GUTTER STREET T IMPROVEMENT PLAN SL STREET LIGHT S EXISTING SEWER LINE o PROPOSED SEWER MANHOLE R/W RIGHT OF WAY { CENTER LINE TITLE SHEET S/W SIDEWALK - _ PROPOSED RIGHT OF WAY CIVIL ENGINEER 1 Ce CATCH BASIN APPROVED BY: DATD:,-?!� EX/STING SURVEY MONUMEN TA TION E� v r EG EDGE OF GUTTER PROPOAEO CURB AND GUTTER MADOLE & ASSOCIATES, INC. OF Q � � ' CITY ENGINEER �/ RCE: 24953' a ' Underground Service Alert t I HEREBY CERTIFY THAT l HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD N Y AC ASPHALT PROPOSED EDGE OF PAVEMENT THE INLAND EMPIRE �`�� Wq�Fti� THAT COULD BE DISTURBED BY THIS PROJECT. ALL S4/0 MONUMENTS WHICH CURRENTLY y CONSULTING CIVIL ENGINEERS AND G y DESIGN RECOM LADED ... CALL a � CAB CRUSHED AGGREGATE BASE _ _ __ ._ _ __ _ � EXIST /N THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: a PROPOSED EASEMENT LAND PLANNERS No. 36637 c X DJ 4' NO. 7633 0 LOG LENGTH OF CURVE � '� 1455 AUTO CENTER DRIVE TOLL FREE - - - S0- - - PROPOSED STORM ORA/N 1455 AUTO CENTER DRIVE EXP: 08-3o-oe �Q Q L SUITE Zoo THERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD, BE DISTURBED BY THIS PROJECT. POC PO/NT ON CURVE �' SHEET N 1 -800 Exp: 12-_31._2008 � SUITE 200 � DRAWN ONTARIO,CA 91761 (8 �0 S PROPOSED SEWER LINE ONTARIO, CA 91761 � �� & 909.937.9151 i e r)n�' Coo 9J 01�l►�' Q� pM En in CorTyn 'i for Li• www.madolcinc.com 22 V `�q PROPOSED RECLAIMED WATER LINE CONTACT.• ¢o!='C UFS > OE ;Z DATED: � _ .30 07 ---- ------ i - - ------------------- W PROPOSED WATER LINE DAVID JENK/NS CHECKED E CE No 3�Q37 DRAWING NO. "> TWO WORKING DAYS BEFORE YOU DIG ANTHONY - L.S, NO. 7635 PHONE (909) 937-9151 SC ? Z�010 DAT. � � FILE No a IARK iA1D I ROYAVD NF.108ACT STAMPED IAB CO AW 01101'ON OWC. AT SE CAR. or sr &M&Ate, 1'l0 Or Mm to Op i -- -- - OF a".. ti E[EYA7/0N 1114.722 ti BASIS OF BEAR/NIBS W"AC Cr N r 12'00"N AIONC W C[ OF CENffIP AVE. AS,p�WN py MAP A'ECORD N 4 TACE e0 OF N ME Offff V Mf CO(NV11' RECdR COYANl1'Or tw�D STALE OF CALArORNK MAS VM AS 111£AZ OF W dFAR1NC _ iAR rM5 llA4VEY. - - - R - r T •� 3 � � . est - ka w .1 STS- Nl K 1 UOFA -E CL 71 eF _ .. . M - �Y O - POaSD1 TP FT fA L R� 0 - - - - ' ____.. _- - _._.. •A . T. d N ,, o, 1 - - - - - -- -- - '�P 8 - .:. , 0 IL HORI 1 40 T 4 _ - s� �1 ��++ q I? _ 0 Of �'�. 2+'610- O f O ;PLAN 1p= 40' A5+00- Vf 0 1 �- 0 8'f O CURVE TABLE G SCALE IN FEET CURVE DELTA RADIUS LENGTH TANGENTS ,�� 7. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP 0 8 120 160 C1 18,55"'99" 92.50 30.55 15.42 NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH �-�� C2 15' " 92.50 30.55 15.42 OF THE RAMP SHALL BE 4: C3 12'4048m 136.67 30.25 15.19 k 8. THE BOTTOM OF THE RAMP SHALL HAVE A C4 1 '40'49" 273.34 60.49 30.31 � RCTi1�N�NG �,�Ar 1/2" LIP AT 45' C5 90'30'28" 35.00 55.29 35.31 �6 7758, / q EA9EG�6 G�W� 9. SIDEWALK AND RAMP THICKNESS, "T; SHALL BE 3 1 2 - _�E �:� }� A '� S! i �I�� =�=✓ `� ( �\ y. _ � s�_. L- -- 5 /159 10, THE RAMP SHALL HAVE A 12 WIDE BORDER WITH 4 �� • . \ - - -- - -'-� - 4 a - 1 4 GROOVES APPROXIMATELY 314 0.C. SEE i \ a t 1.574 V �- 1.,- - so$ Noe 11 If 1090104 / / lq r" l'') r - r -` �^ � + 116r�4 GC? i8 /i1G� GROOVING DETAIL. THE SURFACE OF THE RAMP SHALL ,,�•.... , C _ - �.., , � ,` , -�I ( HAVE A TRANSVERSE BROOMED SURFACE TEXTURE 4 r s - ;/E�7 1l i I I -, - r Ra Ar , \ ,� ROUGHER THAN THE SURROUNDING SIDEWALK EXCEPT V O ...h�`l ~1- \..t���,, \ �i , .- �'6^ � 1..f.:..� rt - _ -- - J • , \\ \ T r WHEN LOCATED IN THE CENTER OF THE OF CURB RETURN. . - `ifs./; ` ti_.ti _. / r Y \ 1.✓8. -� �, 1 � r -,�--0�-� IL to � 1 . 1 ;, - - � rl,��; ; , ., 1.r t ,��� ,� t� �� t_ �� W 4 __ � � (( ..1- ---�---,..---=� _, , �; ,� ► _-- 1 T n.� ,� -`C�s_r ►; �-_ _- 'r . \ '` � ►.:ti �� I I� � , l/ � _,.-u I I �, , l ,s �. 1 , _ 11. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN ------ -51-! 15,.7 1>�8.6 � � - - } -- , - \. I; _ , 5 3 > It SHALL BE GROOVED IN A HERRINGBONE PATTERN /// _ - - _ 'v l)N'.,, I -_� _ -.-. - �"' _ - - .i - I .,.-...,^ `� 1 _-. ___ -__-. __- -_ - .- _.. -.._\ YJ __\ ' 1 I �.; -__-\ -..J ��...._% J e q q _ - - _ - t- __- _ WITH 1/4 GROOVES APPROXIMATELY 1-1/2 0.C. SEE - -- -- // T� r.4 --' � l r- - ~ _ - r -- � � � __- _mac''..._.__�_ �-- �..._ �1 �� _ - / I ~ - GROOVING DETAIL. GROOVES SHALL BE ALIGNED PARALLEL ____ r 4 _e-_ = �-- - �--- --�.?- _-� f � - - -` - � F � -- _ _ --- '�=_ d- 2 �� � - -- - - - - - - - - = - - - - - - - - '- - - - - - - - - - - --- ------ _ -;156.;, 1,e., _ ._ -- --- or. TO CROSSWALK TRIPS l -_ -_ _- -_ -�. -. _- .- __ __ -_ n_n-- _h - - - _. - - - -_ - -- __ _ -_ - -_ --"I i55_5 I - �_ �_ r. �_ -- -- �� - J \ ECT BLIND PEDESTRIANS L i �- I M STRIPES TO DIRECT --- -- - ---- ,,,,.. �ti �_, -_ s- - - - - - - - - -� - - - - - - - - - _ � INTO APPROPRIATE CROSSWALK 154 4 J4.3 G G ---- - - - --- G - �- ---- - - _ V - cG (s > 4 v -- G�, , 71 - - - --- - Y[J�EI'ACE-- - G- - - ;55 4 ° G 1T.Sf,-4 G - _ .. } ---- - fGfL - _ ---G-------- -- G G G 4 X/STING C RB, -- _-_ _-- 1154.� - -- - _ UJ 1 ;� CL STREET 115. 9 ', 1'sr ' t E -t- - - - ---- -_ -- -- --1 11, -.4 156 6 g 1 _ �I CUA/r`1GE 00 Note II if Iew100 « 4.s- - �- ;. -----. - r 0 __..- ---- -- ---- --- - -- ------`------ _._ --- - -_ 11 ---------- § --------- -------- - - M - - 1 tOnNr 01 twb nlu�e Apprpn.f/4 tl<upl Rpprac. - - ---- - --- ----- f - - --- _ - a+ 1 tan of ro 1 J -18100 Cc .r . P o�R,ET•�l/NIIVd ° 1f'rD -- _ . . - _ k .rd Y NL4 ' `, � • g • • 9 • o x C� r .. 1 - • • - - -- ---1-----. • 4 . . - y • 1 _ • I ♦ ♦ 1 _ r - SECTION C � _ ,� _ - � • : - 1 Role GROOVING DETAIL.. _ 1�IP E AIS. _ c - - - _��-- -- _ _ _ --r A CCES RAMP VE TA IL 1�is x r f - -- - - - -- - - 1 - _ - - v� s �1 - 1S _� .s - - _ t - 17.565,2 � 4- -j at ) Z 11 CONE: _ , _•I, K . � . N� � e - �. :_ _ i� _ ) 1 C�3 _ _- Z . cj _ - - f� �°' 7� 11-S W � ><v��� 7 CENTER A VENUES _ �. , SEE SHT. 3 5 � `� N IT�, ���J, 11 f CO + ►•� l:z h 5 E 8 8 8 5 5 ^ �W ARROW ROUTE CONS TRUC TION NO ES DESCRIPTION of REVISION DATE APPROVED PA V�MENT �.E �rENO: - INDICATES SAWCUT AND REMOVE CONN. ACCESS RAMP AND )- CONSTRUCT 5" MIN. THICK AC PAVEMENT OVER 6" MIN. CLASS 2 AGGREGATE BASE. 10 SAWCUT/REMOVE EXISTING AC PAVEMENT. CITY o f RANCHO C U C A M 0 N G A RETAINING CURB 4PER DETAIL`AND • (SEE GENERAL NOTES 9 AND 10 EXISTING AC PAVEMENT NOTES HEREON. ( ) &_ OVERLAY EXISTING AC (0.10' MIN. OVERLAY) AS REQUIRED. SAWCUT AND REMOVE 20-- CONSTRUCT 8" CURB & GUTTER PER CITY STD. PIAN N0. 104. lNDI�TES OVERLAY XIST AC AND EXISTING PCC SIDEWALK ro 6� ; XISTIN �D RSIDEWALK •6 12 ADJUST WATER VALVE TO GRADE. TRACT NO. 17382 F£A1`HER FDR SMOD�H JD/N. y.y� �d' ghp �, o�F� ( � 'A � �,���6 �C� 40--- CONSTRUCT ACCESS RAMP PER CITY STD. PLAN N0. 102 & 103. 10 ly5 ' hh i 0 I EXIST. R/w hhhhk� O- REMOVE POWER PDL£ (UTILITIES TO BE UNDERGROUNDED BY OTHERS - PAID13 CONSTRUCT BUS BAY PER CITY STD. PLAN N0. 119. STREET IMPROVEMENT PLAN h 4� �h'� FOR AND COORDINATED BY THE DEVELOPER) 18 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PLAN NO. 114. ARROW ROUTE IND/GATES SAWCUT AND REMOVE _ - ` - '- - �- EXISTING PCC SIDEWALK - yy�� 50' y'3 ." l� INSTALL STREET LIGHTS 9500 H.P.S.V• BY SCE, PAID FOR AND COORDINATED STA. T1O•f-Of7.DD TO STA. �8�-�f�.�� s; Wyk i9 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1. BY THE DEVELOPER. - y�0 CONSTRUCT ACCESS RAMP PER DETAIL HEREON. APPROVED BY: DATE: D 5 k� T, �-- XIST CURB 1 k 8 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 134. Underground Service Alert O p ' 7 E 0 � kr g� k � SAWCUT AND REMOVE EXISTING P.C.C. SIDEWALK. CITY ENGINEER RCE: 24953 6 k ��' /,� \ h �' ADJUST MANHOLE RIM TO GRADE' a�J�' w � CALL X61 �, F5 ! �, DESIGN RE ENDED - - - - - - - - ... yk' `L� EXIST. CURB -- I t - - - - - ` ►� No. 36637 c'� DJ TOLL FREE - - - - - k M 1455 AUTO CENTER DRIVE { AD E - - - - - � - - ____ - - - y�3 J6 ' '� Exp: 06-30-08 �. �� SUITE 200 ��pp 1 -800 yk sAWCUT & - - - - - - - 5��6 - - - yk Q DRAWN ONTARIO,CA 91761 SHEET N \ 909.937.91 S I 227-2600 ' yk REMOVE EXIST. yyk - - - - - - - 9 F CI V `Eo�� DM n ce mmunhie or the www.maeoleinc.com 2 �F 6 01 CONSTRUCT ACCESS RAMP CURB SAWCUT & CONSTRUCT ACCESS RAMP CAS Z PER DETAIL HEREON ��' ' RAMP OXTAIL REMOVE EXIST. PER DETAIL HEREON CHECKED RCE No 36631 DRAWING NO. > TWO WORKING DAYS BEFORE YOU DIG SCALE.• 1 =10 CURB SC ATF FILE No a0 BENCHMARK FW 1R0uND WAosoiv 57AW0 'sB cn Bn ouo, on Cona Al St C04 tY 87n A &MKN AW !'Sly CIr/d7RiH END Of CURB E1.wft It AM t� - --- - - _ --- - - -- -- - -- -- - BA /3 OPS BEARINGS -$ e na ar n IF r W r Kona ME a a► AI£ - - - _-- - __ - _ _ S1+t7Wn On�RfL'aR0!ngpQ�(�PAG[90 Ur K9P1 N� f + - a'77C1'd•tM COUNTY RfZ> � CAUMY Of SW 6LRNNm/RD 57A7t w ckfa NN wtif USED 10 At 81s7J of P9 6Fiww -� jT%G- -------- Ar - j ,•. A N _ U $ TIN ,r. A - -- --- -- - UA -- - - _ - -- - -- — - $ R N1 H a Elf 0 N - 00— 0- Cl i T7 rA - V. _ I t I I N 0.. - _ 0jp 0 . Ufiv C " Tl 0 IL HORI � 40 - _ -- — ! Ll I ► 4 s _ 18+00 -19+00 20+00 21+00 2240© 23' 0 Puw ,•m 4V 24+00 SCALE IN FEET o 89 io io CONSTRUCTION NOTES Ul -- CONSTRUCT 5" MIN. THICK AC PAVEMENT OVER 6" MIN. CLASS 2 AGGREGATE BAS£. CORONADO DRIVE (SEE GENERAL NOTES 9 AND 10) 2Q-- CONSTRUCT 8" CURB & GUTTER PER CITY STD. PLAN NO. 104. c.n I II� I I t I �„ Is W �� v I I t_ I CONSTRUCT 4 PCC SIDEWALK PER CITY STO. PLAN NO. 105 WIDTH PER PLAN. 1 A " — INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. I J4. ,1 SAWCUTIR£MOVE EXISTING AC PAVEMENT. �--- ( I VA,t.L , _ Wa�_I -- - r 1 - 5 r ____ __ _ _ _ . _ ___ _ _ _ _ 11 OVERLAY EXISTING AC (0.10 MIN. OVERLAY) AS REQUIRED. o , \ -- INSTALL STREET LIGHTS 5800 H.P.S V. BY SCE, PAID FOR AND COORDINATED V 10 I �! BY THE DEVELOPER. _- �� I — — — — _ _ _ — _ 7 — _=_— _ , _ T __ _=-� — _ / I' 10+0213 ARROW ROUTE 1Q— CONSTRUCT LIMITED ACCESS CURB PER CITY SAO. PLAN 105—C. !• - — — � — - = r — —�- — — — — -- —��, — — — — v — _ —� - — — / T1 o 24+q�!0 CANTER AVENUE (CURB TRANSITION DETAIL PER DETAIL ON SHEET 1) 18+ 8 19+00 ,� 20+00 �-— —r' —t, 1+00 ;NN NN xx N — xx , $a+60 t", r 2 -i 24 I ti i �— STREET TREES SHALL BE INSTALLED PER 1HE NOTES AND LEGEND ON SHEET 1. - r • F W A / , 5 a .. u „ / Q y W t NN V% INN xNo NN I NK NIK . 1 40 SC , - ALE• I41 r o (] M N t ` ..__� _ti t •rj ` � .� f4 CAj ' r.� N a0�s n U r VF"11 cn 1'I f ,o sc 67 66 64 `� 63 62 61 60 59\ ., ci I co x Ar I/ _ _ � � ^ �11 DESCRIPTION of REVISION DATE APPROVED f r?, J\10, XJc J2 (Ixi A ARROW ROUTE HWY. a sF� sHr. a CITY of RANCHO CFI 0 CU CAM ON GA � CENTER AVENUE _ � TRACT NO. 17382 STREET IMPROVEMENT PLAN CENTER AVENUE PAVEMENT LEGEND. STA. 18+00.00 TO STA. 23+31.51 INDICATES SAWCUT AND REMOVE � EXISTING AC PAVEMENT. APPROVED BY: DATE Q�E�� Underground Service Alert IwgTFy CITY ENGINEER RCE: 24953 INICATES OVERLAY EXIST. AC AND sc 2 DESIGN REC NDED r. CALL F THEE FOR SMOOTH JOIN. 3 NO. 36637 c X DJ !'IA p O L�1455 AUTO CENTER DRIVE DRAWN : . ONTARIO,CA 91761 SHEET w TOLL FREE Exp: Oa-30-08 SUITE 200 1 -800 a 227-'2600 �. A4. O DM 909.931.9151 OF P �9T 1 1; C�L�` ngin ind mmu iet Li• www.madoteinc.com 3 V CHECKED CE No 36557 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG SCDATE FILE No l ao BENCHMAR - - -- _- -- -- - - -- K -- - -- - -- - -- -- --- -- -- -- .• __ --- -- - -- - - - - � r'�auHD�AoeQct srAA00 se CO ar 01101'ON coN+A A/St LA OF 8774 A d IMN AW. I'Sb QF NOWN END Or OUR& til ti r-. MATX)M 1114.721 lV -- -- - - -- - - - BAS19 Oiw SEARING9 r. Gr M D, 1 oD•r Na A ' _ ..� Ttrt e�uura �' Ato n1r a QF cavlor � -- -- - -- --- - -- - - -- - - - - - - - -- - - - _ - -- -- - - - - - -- - - -- - -- -- - -- - - -- - -- -- _ _ _ _. _- _ - - - A!StVWIIf QY AMP N£MV!�N BDONf 4 PAGE d0 Of,44P,!IN 1/9 aFtis Gr 7}K L17UM1' G17RAfR GYlUN1Y Qi SMI e£RnW�lnb !- �• _ sm or cglfopm NGtf U"AS rW Of M 6L9R W FON T1NJ SURIfI: F - d - - r-. a5 _ toy I, I : O t e2 oil -E• t• f � - -- -- --- - - - -- - - - - - - - ---- - - - T + >R„ 'T- IrT �. Z. FITA itL _ 0*1 CIA W m • - _ - L - _Z5 Q I faj _ • K : - _ - W1 - �j © �L 10.00 11+00 12+00 13+00 14+00 15+00 PLAN , 4v 16+00 17+00 18+00 SCALE IN FEET o 89 140 10 y mmb� Not* SANTA CRUZ PLACE 15 � � U Qc � � � � j � " � ti__"� I �.:� r� � i � � � I � �� � � �� 3 �� rw � _ � I I I CONSTRUCTION NOTEB V J2 1 � n .r V Li CONSTRUCT 5 MIN. THICK AC PAVEMENT OVER 6 MIN. CLASS 2 AGGREGATE BASE. _. X31 - '// /�/Ij�3-2-41, -S)r , 1 /�- — —--- \ �' ` ; ` — � ' -----U 3— 4•' �u � � / i�-- /Yl� JAY L ---� - Y`--` // \\ \\—.-~ _`-' ----' \ C; �u ✓,_`` (SEE GENERAL NOTES (9 AND 10) \ \ - f t f j _ - ti I _ � ( N w �' J ? 11 1 i z _ __-- _ _ __- ' 0- CONSTRUCT 8 CURB & GUTTER PER CITY STD. PLAN N0. 104. � cNy r. .-• II c,,, \ r. .•. --� \,, �:t: - ,. ._. .0 x ....__...; (� . ---..,,F--a--- -- - . '�- i(•",-;-�f-,,-- '.r - '°-- ` - 4i `t-"3 ' t•. -_. t•. � r-. � _f '��---- '(.(� -���I �- -J _< -' u,,._, , _r-^-� J ,r •.yv��" _. J�� 30- CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 103 W107H PER PLAN. - ---- _ IN TA L /R HYDRANT MARKER PER lTYSTD PLAN NO. IJA - ---- � ___ - - - c __ _ � _ _ 10 ,SAWCUT/REMOVE EXISTING AC PAVEMENT - - - - - '? 1 OVER EXISTING AC ( 10' M =�- - G- � � �: �: 1;41�1 -� �� yy ��' �� ^ LAY /N OV£RLA ) AS R£Q /REDW �- w 1p v� i1 w W10 f ttt1 J 0. Y U2+00� a \ -� " �, + A 100.-- - =- - - - / 18+00 % o '�18+OQ �- \ •e 1!l#00 � I + 18 00 T R4 - - - - 4-INSTALL STREET L/GH S 3800 HP.S.V. BY SCE PAID FOR AND COORDINATED k' b Si } 9 2W BY THEDEVEL OPER. 14 Id _. �3 -CONSTRUCT LOCAL DEPRESSION PER CITY STD PLAN N0. 307. • , w SCALE. = 40 CONSTRUCT COMMERCIAL DRIVE APPROACH & SIDEWALK PER CITY I ►- 4> -- 19 - - 19 STREET TREES SHALL 8E INSTALLED PER THE NOTES AND LEGEND ON SHEET 1. A .1 72 Awl- r m I TYP. j 5 1 \_ \;,,, •.�` � � �, � � - � � _:�— ��N � � gyp' ( ) I CONST. CROSS GUTTER PER CITY STD. PLAN 106-A ( I� 14 \1 r w r7 14 77 76 75 �' 74 73 } F 71 i 70 �� 169 68 �T? JVO, J1;P .,. o -F 28th 8TREE T SEE Sur. S1F.1 1 11 + %-Z 14 15 CENTER AVENUE 11+51.27 CL c.a. DESCRIPTION of REVISION DATE APPROVED CURVE TABLE 5' 5' 21' 6' 5' K-44 H1 =0.24' CURVE DELTA RADIUS L£NGIH TANGENT CITY O f RANCHO C U C A M O N G A C/ 89'37'11" 35.00 34.73 34.77 JJ >> >> � PAVEMENT LEGEND. �5r ` >o INDICATES sAWCUT AND REMOVE TRACT NO. 17382 EXISTING AC PAVEMENT. S TREE T IMPRO VRMRN T PLAN INDICATES OVERLAY EXIST. AC AND /EN TR A VNU� Al OF F FEATHER FOR SMOOTH JOIN. STA, 10+56.63 TO STA. 18+00.00 5' 5' 14' 6' 5' APPROVED BY: / DATE. Underground Service Alert + 7.97 CL C.B. B-1 Q 'ov CITY ENGINEER 1. RCE: 24933 9 H=41 H1=0.24' sGti� DESIGN CALL CATCH 8ASlN CATCH BASIN No. 36837 a REco� NDED TOLL FREE LOCAL DEPRESS/ON CASE D MAD OLE 1455 AUTO CENTER DRIVE (O LOCAL DEPRESS/ON (CASE A —' EXP= os-3°-°8 �, SUITE 200 N 1 -800 SCALE- 1 310— SCALE.' 1 310 �� `� DRAWN ^ : • ONTARIO,9CA.93799151 SHEET r. 227-2600 1 4pF 01 V 1�-�l DM Engine in mmun•• lit www.ma&1einc.com 4 Oar 8 0� AL1F ' Z IN CHECKED CE No 36637 DRAWING N0. TWO WORKING DAYS BEFORE YOU DIG SC DAT FILE No d I ft El HMA MD i ROUND MRL ST 1! i' C. MIPED �B CO Btl 0 0 OW COW ., AT SE COIR. OF IN Sr. A/61DfN ff., t SO V ACM END of aye. i > r _ E"T/OW. 1114122 N 3' B4Rc BASIS OF BEARINGS g n�f efAR1Nc ar a c 12'00'W uarc 1W a of Cfa>f�e -' - if tl1Nv W NAP RECMD N BOdC 4 PAGE!0 O!'Il4P N 1Nf AFFICf Or"COATI' Rf cavy or tW IfRNIRDwo y ^ a _ ^ A1E AS I _ ^ _ f7 OF GILArORNW M I/Sf�AS 1!�B4S/S OF ilff IEIR/NG 9 - 0 _ _ Op NiHa /7A CIE vc 11 t CN -- `� ' i t rte• _-. _. - - _ - _.._ -_ _ _ - .. - _ �•� � X T. FNl 'H �- - n.. • - - - _ C I L ORI 1 '_ 40 - It t - J_ I- 19+00 20+00 21+00 22+00 23+00 24+0 PLAN 1p= 4o' 25+00 26+00 274.00 28+00 SOALE IN FEET o 8 120 160 PONS TRUC TION NOTES (D- CONSTRUCT 5" MIN. THICK AC PAVEMENT OVER 6'° MIN. CLASS 2 AGGREGATE BASE. SEE GENERAL NOTES (9 AND 10) 2a- CONSTRUCT 80 CURB do GUTTER PER CITY STD. PLAN NO. 104. CENTER ER A VENUE MARINE AVENUE 3(�- CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 103 WIDTH PER PLAN. SEE SHT 4 2 2 p r-- f�/�.IJ / / )� 2 2 p 2 4Q- CONSTRUCT ACCESS RAMP PER CITY STD. PLAN N0. 102 do 103. 2 _ 1✓ J1 J 4 6 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 401-1 do 401-8. I _ �� p BRUSH 113.x.1 r t 8 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 134. � 1> 393 ^ 1 ,�� 2 ` 3 4. 5 k6 7 8 9 10 _ i _ �s �� i `� ___ ._ �� 17 I ``� -- _ 9 ADJUST MANHOLE RIM TO GRADE. 138 , I - - � -� ',34, 1� .� , - - . �_-- __. _.__ _ - -}- `' 10 SAWCUT/REMOVE EXISTING AC PAVEMENT. Vi,I � >134.� 1I �' } • "' S ' + �, 14 4 1134. i + 1134.4 11 OVERLAY EXISTING AC 0.10' MIN. OVERLAY AS REQUIRED. (1132.32 TC,113 .6F i : - n -� r,- ECR __--� + t 3 -t} + , ' °"' t 12 ADJUST WATER VALVE TO GRADE. I - (1132,14TC.113t.47ft) o 114.5 Q , - --- -_---- l i !,35) � TIP -- -- --- ~,_ y 3 -r s 4 p -_� . EXIST. Pf�OP. 19 , 3 s �I -� I - - _ 3 4 �_-_J� 14 INSTALL STREET LIGHTS 5800 H.P.S.V. BY SCE PAID FOR AND COORDINATED -_� -11 f { __ __ --- - - _- - , ��T ----- 1 - 1135 _ _ r - - -__ - ..�.....,.-�.._.�. BY THE DEVELOPER. 44W--- - - - - - I� ~ _ - - _ Z72 135. 15 CONSTRUCT LOCAL DEPRESSION PER CITY STD PLAN N0. 307. CONSTRUCT COMMERCIAL DRIVE APPROACH k SIDEWALK PER CITY W 9+00 STD. PIAN 101-C. . : ,, .. 11,34.s Q S _ 3CL-!Nl "„ _. 1 - STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SKEET 1. - ,20*00.00-26TH �I �FaN 1 �I - UTT R - oo r- G t �_ NTER.J4 �E `T C� H 132 7 - 11 G _ ---...- f l c c c - EXIST. POWER POLE TO BE RELOCATED BY OTHERS. -- -_- T- ---- - -------- - - - --. _--. -- -- ,731.3 i � _1., O ,_._.__> -+- 1132.s °-4 -_ z� ! - -- - - .� ,_ -- '�-_ -- -- -- - - - --- = - - - - - _ --_-- __�_ ____._ _ __ __----_ 7------- - - - __ , f __ --- ------ -- - Z. - �- -_- _ _. . - _ ti _ . - _ _ -- - _--- -_-_ _ _-- _- - - _ -- -- 1, CONSTRUCT CROSS GUTTER PER CITY STD. PLAN 106-A - r -- -- - ---- - 1- �• •' l /�J CONC i CONC R ?133 4 x -------- --- - ' -- 11.37 ) T� 11 C N s./ r, .3.3 r tit, ;; 131. _ ' � s�.. 2.9 ---- L L ' J /! L !NC 34 i 13.3 ..5 5 r - __. r (° ! -- - -- �.- r - 1131.00TC 1130.33f o t. �. q - -- - -L- -- - --- ASPH , 13G., k 1 I I ti. 1 132.2 ( , � � � ; ,� L1_ �.1 _ ------- ' 41 1132 2 4 {. )NC `- MAR/NE A VEN E 26TH IS'i TREE T DESCRIPTION of REVISION DATE APPROVED CITY of RANCHO CU CAM ON GA '~ CL TRACT NO. 17382 W= _ S TREE T IMPROVEMENT PLAN H=4 ,k,=D.24' IV 26TH STREET CURVE TABLE ,� 3 PAVEMENT LEGEND: STA. 10+00.00 TO STA. 27+ 17. 13 CURVE DELTA RADIUS LENGTH TANGENT Cl • 7'11" 35.00 54.75 34.;'7 INDICATES SAWCUT AND REMOVE APPROVED BY: DATE Underground Service Alert ,� EXISTING AC PAVEMENT Q �• w CITY ENGINEER RCE: 24953 � �� ti� DESIGN CALF 5 5 f0 6 5 IND TES OVERLAY EXIST. AC AND ►fr No. 36637 G OJ RECQiI ED i TOLL FREE ' ' ' FEAI HER FOR SMOOTH JOIN. 1455 AUTO CENTER DRIVE !U�/! 1 -800 _ EX os-3o-os MADC�LE CA TCN BASIN '� P' DRAWN SUITE 200 oNTARIo,cA 91T61 SHEET N �J \P 909.937.91 S 1 227-2600 •4r C1 V% �� OM Engin rtn C•ommu hies/or LSe www.rnadotetnc.com y TP LOCAL DEPRESS/ON (CASE A,) F cA��F° 5 . OF 6 TWO WORKING GAYS BEFORE YOU DIG'' SCALE., 1=10' CHECKED CE No 36637 DRAWING NO. SC DATE FILE No � I �•�