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HomeMy WebLinkAbout1635 CONSTRUCTION NOTES GENERAL NOTES FOR STREET IMPROVEMENTS O PROTECT EXISTING IMPROVEMENT IN PLACE. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGAAV N FIMf- O SAWCUT AND REMOVE EXISTING CURB do GUTTER.SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT 11 EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH O AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 4 PROTECT EXISTING UTILITIES IN PLACE. 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 05 PROTECT IN PLACE WATER VALVE AND ADJUST TO GRADE. ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 6 PROTECT IN PLACE EXISTING SEWER MANHOLE AND ADJUST TO GRADE. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND FxiSTTN SURVEY MONUMENTATION REMOVE EXISTING PCC SIDEWALK. SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR O INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 7 RELOCATE EXISTING IMPROVEMENT. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING I HERBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT O DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST w O CONSTRUCT 8' CURB do GUTTER PER CITY OF RANCHO EASEMENT OR RIGHT-OF-WAY. IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESRIBED AS FOLLOWS: > CUCAMONGA STANDARD 104, TYPE A2-8. z � 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT HIGHLAND AVE. 10 CONSTRUCT DRIVE APPROACH PER RANCHO CUCAMONGA ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT NONEw w STD. 101, TYPE C MODIFIED AS SHOWN ON SHEET 2 MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY THE CITY ENGINEER 11 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. Q Q RANCHO CUCAMONGA STANDARD 103 CONSTRUCT A.C. OVER 6" A.B. MIN. PER CITY 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL 12 O BE CONSTRUCTED PRIOR TO PAVING. STD. 100-A OR MATCH EXISTING SECTION. Fl COMPACTING ORIGINAL GROUND DATED 7-q- 48 13 NOT USED 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACK LL, SEAL AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A PAINT 8" WHITE CHANNELIZING UNE TYPE G PER CITY STD. 133 WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR t4 APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. C v►ND S� BASE LINE RD. 15 PAINT 4" SKIP WHITE LANE UNE PER CITY STD. 133. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. 4 ` �,• LISTING ALL TESTS OR DETERMINATIONS COMPLETES TO VERIFY STABILITY OIL CONTENT AND GRADIATION U�'t�P� '�( �� 16 PAINT WHITE RIGHT TURN ARROW PER CALTRANS IV(R) TYPE. OF ASPHALT PAVING. J �p p SI TE 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIAL REPORT SHALL BE SUBMITTED TO THE CITY d N0. 446' 17 ON SITE LANDSCAPING SHALL CONFORM TO BEAUTIFICATION MASTER PLAN ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS Z AND SAND EQUIVALENT OF AGGREGATE BASE. E� t w 18 INSTALL "NO STOPPING" SIGN TYPE R26(S) Z � W W Q 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO >Q J 19 INSTALL "RIGHT TURN SIGN" TYPE R18-2 DETERMINE STRUCTURAL SECTIONS, PRIOR TO CONSTRUCTION OF STRUCTURAL SECTIONS. �,� Of CAS-� J - � w20 RELOCATE EXISTING SIGN TYPE G7 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF ROCKY MATERIAL, THE _ = FOOTHILL AVE. SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE 21 INSTALL 'ONE WAY" SIGN TYPE R1O(RT) AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL 22 INSTALL "NO LEFT TURN SIGN" TYPE R17 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BYO THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S 23 PAINT 'S0" SPEED LIMIT MARKING PER CALTRANS STD. A24C 24 RELOCATE EXISTING STREET LIGHT AND SIGN (TYPE R26(S)) RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. VICINITY MAP 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING 25 PROTECT IN PLACE EXISTING SIGNS (TYPE R2(Sg1 & R26) NO SCALE A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 26 RELOCATE EXISTING CONDUIT 27 INSTALL CURBSIDE DRAIN OUTLET PER CITY OF 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401-A AND 401-B SHALL BE RANCHO CUCAMONGA STD. 107-B CONSTRUCTED - CONSTRUCTED AT EACH INTERSECTION. 28 INSTALL STREET TREES PER STREET TREE NOTES HEREON 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FORM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 18. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UP UPON REQUEST OF THE INSPECTOR. LEGEND 17. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS Wy L Y E'L Y � A.C. ASPHALT CONCRETE 25.00 PROPOSED ELEV. PRIOR TO CONSTRUCTION. NEW EXIST. A.B. AGGREGATE BASE (25.00) EXISTING ELEV. C.F. C.F. I BW BACK OF WALK I EXIST. MEDIAN CURB C.F. CURB FACE F.L. FLOW UNE PROPOSED SIGN I FOREGROUND TREES PER BEAUTIFICATION MASTER PLAN I F.S. FINISH SURFACE EM ELECTRICAL METER - - -- - CENTERLINE FDC FIRE DEPT. CONNECTION FH FIRE HYDRANT STREET BOTANICAL NAME COMMON NAME SPACING SIZE I .� f� i_� PB PULL BOX � P.C.C. SIDEWALK PER CITY OF RANCHO I _ 2 SLPB STREET LIGHT PULL BOX I .J CUCAMONGA STANDARD 11 I I ( SMH SEWER MAN HOLE BASE LINE ROAD MAGNOLIA GRANDIFLORA NCN 30' O.C. 15 GALLON SS SANITARY SEWER "i ARIES do I 1 1.9% 'SAMUAL SOMMER' TRIANGULATED ' # ST. LT. STREET LIGHT CURB GUTTER UNE PER CITY OF RANCHO g 12 1 2X TO ( TSPB TRAFFIC SIGNAL PULL BOX CUCAMONGA STANDARD I _ T.W. TOP OF WALK I WATER • ( WM WATER METER A.C. SURFACING MILLIKEN AVENUE CINNAMOMUM CAMPHORA CAMPHOR TREE 30' O.C. 15 GALLON I WV WATER VALVE WHERE 8' PLANTING FORMAL GROUPS 28 AREAS EXIST OF 3 TO 4 4.I - -- - - -- - _ ( SHEET INDEX CONSTRUCTION NOTES FOR STREET TREES VARIES VARIES67' TI TLE 7' TO 13' 47' TO 37' 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 2. PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY VARIES VARIES STREET IMPROVEMENTS PLAN 2 FILL SOIL AMENDMENTS, 7' 10.50' TO 37.30' 48.50' TO 21.70' INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACK AS DETERMINED BY THE CITY INSPECTOR. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 66' DESCRIPTION OF REVISION DATE CITY TYPICAL SECTION - MILLIKEN AVENUE- APPR'D N.T.S. oQaoFEss�o�q� CITY OF RANCHO CUCAMONGA [ STA. 159+ 79 . 90 TO STA. 157+ 85. 97] W �P 9� STREET IMPROVEMENT PLAN L W No C048401 EXP. 06-30-2000 CUP 96- 27 T. 1 . - 9 sciviSWC. OF BASE LINE ROAD & MILLIKEN AVENUE F OF CA1-WEA STA. 157+85 TO STA. 159+80 SEAL P.M. 14001 UNAUTHORIZED CHANGES L USESi Enaineers Note to Contractor APPROVED BY - ;'ATE: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSME FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES CITY ENGINEER,//A. R.C•E. N o.ay s.3 TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF BENCH MARK The existence and location of any underground utilities, pipes, THESE PLANS, =0k1wt XttANT NOTICE and/or structures shown on these plans were obtained by a search CONSTRUCTION CONTRACTOR AGREES THAT DV ACCORDANCE WITH GENERALLY BENCH MARK N0. 10054 16/4217 of the Goverment DESIGN T110 & ASSOCIATES INC. RECOMMENDED ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED SET 2 BRASS DISK IN CONC. CURB STAMPED "CITY OF RANCHO CUCAMONGA BM LOU es o Dig Alert identification of available records, To the best of our knowledge, there are no « be issued before ° 1100 TOWN at COUNTRY RD. 7/t° a issued bei re valid existing utilities except as shown on these plans. The contractor R•N• SUITE 1200G / 3TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ,TOB SITE CONDITIONS DURING 10054 1987" AT NORTHEAST CORNER OF BASE LINE AND MILLIKEN AVENUE, AT Dig Alert tD Number ConTHE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS WEST END OF CATCH BASIN. Shall ascertain the true vertical and horizontal location of ORANGE, CA 92868AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND ELEVATION = 1328075 �� A�xt those underground utilities to be used and shall be responsible SCALE DRAWN 714 560-8200SHEENOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER 0-422-4133 7143 560-821 XAGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY for any damage to any public or private utilities, shown or not NOTED R.N. 1 OF 3 AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF nderground Locoting shown hereon.WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE ng Days bef«e You oq CHECKED 48401 DRAWING N0. OF DESIGN PROFESSIONAL. R.O.F. #ZOA M.P.S. DA E� N0. 1635 K:\DRAWINGS\TX\ TX356D\STRTITLE.DWG 6- 10 -97 i 1�1 EST 2:15 0 - HIGHLAND Q AVE. < 25 v _ 25 1 7 _ V) w g BASE LINE RD. fXls C SITE z w cn IAN z Y z w < g ` ' = FOOTHILL w AVE. V) + m Qy ~ � VICINITY MAP 20 O I 20 NO SCALE l < o !— lv , P� rn + C) r- ^ 25 ' ' _ A Z NrX 25 F-1 �oE�P�K V) � X2.409 U so o TOP OF 5 W Ki + 48 71. CONS / C4 NET, CN CIO p - - � m FL LENGTH = 52.40' 0.37 TC my o v~i N -- - O - 9.70 Fl- e.7rr .- ~ cN.N ,1O 2006 H � N - V N OD CS J / / Q r toJ z U H Ql 10< •VP 00 1 I la M• PROP o _ + Cd 0 C.F. + � +pap TOAC N �(--) � � �o � wU 19.18 20 ,,r � �o _ N <N n 20 ---- - F v -- -- U r2.379;) K HORZ.: 1"=20' ?_ c. TC VERT.: 1"=2' SON GPP� 18 64 FL 162+ 00 161+50 161 +00 160+50 160+00 159+50 159+00 158+50 158+0 157+50 S t� DRIVEWAY APPROACH DETAIL SCALE: v.�.�. 2 J Cr 0< 8C-4 cc g2 LO MN a Cd e— Ue 800 Y ^ �< 0 M� N< a � t +� 0 T p� GW Q+p +per 001 � V �!� Q F- M ~ N N<Q C4 •< OD W C7 < �' Y <_j c v► vw Io a + + +> in o < < <U <N d 3 f-W n� n W V Oi Ol A j V)(7) V) W m 1`W N N N y Ld N U +z +� +m F- 31: �m m u�� 3 < z f n�criN 0)a =).to a i g b N HN F- H3 <W 13Nax < ~0< M En (n VI NNN IV)MW NW STA. ,61+98.14 MILLIKEN MILLIKEN �VEOCL - -STA. 52+85.81 BASE UNE NOO'13'24'W 10' 21 - -. ` g +k F EXISTING PARKWAY O �4 vi �1 F U1 rL �O O �. Q + `� 9 �� ' ry� ^� ,tiS 04, �h N �`l 23 15 `L.p� � PER SDWG IMPROVEMENTS CULVERT 0 a' 1 * ! --- — — -- — AA _ p_ t. 10" ',NATER -- - ---.. - -. .-... _. .-- - �; I ��j REFAINT INTERSECTION ai O 0 % TO INTERSECTION 3 -� — w tiAi 4r, 15 �4 C11 12'0 24 L �� 0/S� 4 12 15 2 2 �4 0 r cD� Z� tN ry ��. W �. A�� �a�s =� "' hA��, -- 19.19 _ ` o �. 20' 0 20' 40' 60' �,� z �• -, =t �+ `�' 14 14 IJ CJ g 8 / .\. + 2 + F5 < 111.71' » GRAPHIC SCALE 1 " 20' 00 dT�3 W N00'13'24"W ^ 1 W io t\ 27 11 7 � 4"W �,0. 0 GF � 10 � D—� EXISTING TREE 11 BSL - cy - 7.49 N00'47 47 W �> J 0 LLL ,t - . .� 23 84 0 25 1 8 18 -- — - - W=4, ti `I'' o c� 'b� 28 �� 28 EXISTING FIRE HYDRANT N ,0 R=6' (i tM _ ^ 22 R=6' W Q ` CONSTRUCTION NOTES 17 17 17 .�c Engineers Note to Contractor, PROTECT EXISTING IMPROVEMENT IN PLACE. 17 ON SITE LANDSCAPING SHALL CONFORM TO n The existence and location of any underground utilities, pipes, �` BEAUTIFICATION MASTER PLAN 00 and/or structures shown on these plans were obtained by a search + O SAWCUT AND REMOVE EXISTING CURB & GUTTER. 18 O z there are no II INSTALL NO STOPPING" SIGN TYPE R26 S of available records. To the best of our knowledge, II Y PP N0. 2349161E t ` existing utilities except as shown on these plans, The contractor I' •, / O SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. 19 INSTALL "RIGHT TURN SIGN" TYPE R18-2 shall ascertain the true vertical and horizontal location of those underground utilities to be used and shall be responsible CITY 4 PROTECT EXISTING U11UTIES IN PLACE. 20 RELOCATE EXISTING SIGN TYPE G7 for an damage to an public or private utilities, shown or not I DESCRIPTION OF REVISION DATE fl i' i PARKWAY o O Y 9 Y P P APPR'D a I IMPROVEMENTS ` :: ., ` shown hereon, EXISTING IMPROVEMENTS fit 1PER DWG 1267 ` O PROTECT IN PLACE WATER VALVE AND ADJUST TO GRADE. 21 INSTALL "ONE WAY" SIGN TYPE R1O(RT) Q?OfESS/0 I. PER DWG 955 f , �� o �Et �� CITY OF RANCHO CUCAMONGA ✓1 © PROTECT IN PLACE EXISTING SEWER MANHOLE AND ADJUST TO GRADE. 22 INSTALL "NO LEFT TURN SIGN" TYPE R17 UNAUTHORIZED CHANGES L USES, ��• l 7 THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR h QPy le �= STREET IMPROVEMENT PLA N LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES ca r^ O REMOVE EXISTING PCC SIDEWALK. 23 PAINT "50" SPEED OMIT MARKING PER CALTRANS STD. A24C TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF No. C048401 LEGENDO THESE PLANS. C U P 96 - 27 8 RELOCATE EXISTING IMPROVEMENT. 24 RELOCATE EXISTING STREET LIGHT AND SIGN (TYPE R26(S)) CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE VITH GENERALLY * EXP. 06-30-2000 ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED s SWC. OF BASE LINE ROAD & MILLIKEN AVENUE A.C. ASPHALT CONCRETE 25.00 PROPOSED ELEV. 25 PROTECT IN PLACE EXISTING SIGNS (TYPE RV504 R26) TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING SONS A.B. AGGREGATE BASE 25.00 EXISTING ELEV. O CONSTRUCT 8" CURB D GUTTER PER CITY OF RANCHO THE COURSE AND PROPERTY, THAT THISTION OF THE REQUIIREM NTPSHALLTBENMADEING SAFETY OF ALL TO APPLY CONTINUOUSLY AND OF AL%i BW BACK OF WALK ( ) CUCAMONGA STANDARD 104, TYPE A2-8. 26 RELOCATE EXISTING CONDUIT C STA. 157+85 TO STA. 159+80 C.F. CURB FACE 10 NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER __. ` CONSTRUCT DRIVE APPROACH PER RANCHO CUCAMONGA AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSI❑NAL HARMLESS FROM ANY F.L FLOW LINE f PROPOSED SIGN 27 INSTALL CURBSIDE DRAIN OUTLET PER CITY OF SEAL P.M. 14001 STD. 101, TYPE C MODIFIED AS SHOWN HEREON. AND ALL LIABILITY, REAL DR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF F.S. FINISH SURFACE _ 11 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 107-B WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE EM ELECTRICAL METER O OF DESIGN PROFESSIONAL. APPROVED BY ' DATE: FDC FIRE DEPT. CONNECTION - � CENTERLINE RANCHO CUCAMONGA STANDARD 103 28 INSTALL STREET TREES PER STREET TREE NOTES ON SHEET 1 CITY EN GI N EE � tla� FH FIRE HYDRANT 12 CONSTRUCT 5" A.C. OVER 6" A.B. MIN. PER CITY R•C.E. N O•eZ 953 PB PULL BOX P.C.C. SIDEWALK PER CITY OF RANCHO STD. 100-A OR MATCH EXISTING SECTION. SLPB STREET LIGHT PULL BOX n 4216T�wr NoncE DESIGN TAIT A. A OCIATES INC. RECOMMENDED CUCAMONGA STANDARD 13 Section 4216/4217 of the cavermenl BENCH MARK SMH SEWER MAN HOLE NOT USED Code requires o Dig Alert identification 1100 TOWN & COUNTRY RD. _ Q Number be issued before a BENCH MARK NO. 10054 R.N. SUITE 1200 7 13 7O SS SANITARY SEWER Permit to Excovote rill be rolid ST. LT. STREET LIGHT r For your Dig Alert ID Number Coll SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF RANCHO CUCAMONGA BM ORANGE, CA 92868 ST. TRAFFIC SIGNAL PULL BOX CURB do GUTTER LINE PER CITY OF RANCHO 14 PAINT 8 WHITE CHANNEUZING UNE TYPE G PER CITY STD. 133 10054 1987 AT NORTHEAST CORNER OF BASE LINE AND MILLIKEN AVENUE, AT SCALE DRAWN SHEE CUCAMONGA STANDARD UNDERGROUND SERVICE AMT (714) 560-8200 T.W. TOP OF WALK WEST END OF CATCH BASIN. ff (714) 560-8211 FAX W WATER 15 PAINT 4" SKIP WHITE LANE LINE PER CITY STD. 133. 1-800-422-4133 ELEVATION = 1328.075 1 = 20 R.N. 2 OF 3 WATER METER r� A.C. SURFACING For Underground Locoting � WATER VALVE l� 16 PAINT WHITE RIGHT TURN ARROW PER CALTRANS IV(R) TYPE. z Woking Day, before You Dig R.O.F. #20A CHECKED DRAWING NO. M.P.S. DA LE N0. 1635 K DR_P..;;S '.•356D STREET 6-19 98 !-50:56 AM PST 59 58.77' 46.75' � Q 58.74' 58.93' 46.80' 46.91' EX. CURB 25. TC EX. CURB . CURB . CURB 24.37) BC AC. 23. TC EX, AC. 22. TC EX. CURB Df AC 24. TC 23. FS 21. ) FS 24.11 TC EX' AC' I PROP.CURB 23. BC PROP.CURB PROP CURB 23.43 FL 22.85 TC 21.57 TC (1.12X) 23.66 TC �!. 22.18 FL 1 90X) 20.91 FL EX. CURB 1.90X) ja 22.96 FL 1 57 -EX. CURB (� -- PROPOSED AC. X) 62X _ I I 23.60 FS �- 22.80 FS 1.7 R 21.57 FS JOIN JOIN 23.16 FS2 35 FS PROPOSED AC. JOIN ( PROPOSED AC. 23.13 FS 21.08 FS STA. 160+00.25 STA. 159+79.90 CONSTR. BEGIN STA. 159+50.25 STA. 158+99.94 SCALE: (H) 1"=20' SCALE: (H) 1"-20' SCALE: (H) 1"=20' SCALE: (H) 1"=20' M 1" 2' M 1" 2' M 1" 2' (V) 1" 2' 00' 48.00' 65.50' 38.20 59.03' 1.0 ' 2.60' 46.96' EC CURB EX. AC. 21. TC PROP CURB 21 FS CURB 21.00 TC PROP.CURB 18. 2 TC 95) BC EX. CURB 0.33 FL EX. CURB (1f I EX. AC. 19.02 TC 1 98 TC EX. AC. CURB 18.35 FL EX. CURB 7 PROOHNEW DRNE 20. TC 1 .47 1.34 ) 1 .31) BC PROPOSED AC. 18.37 TC 1 20.97 FS 19.98) BC 5X 17.70) FL JOIN 20. FS 12 PROPOSED AC. (1--_ (1.58X) 18.50 FS s: 20.50FS JOIN 17.87 FS J1.85 19.82 FS I JOIN 19.26 FL PROPOSED DRNE APPROACH STA. 158+75.31 STA. 158+28.55 OF DRNEWAY STA. 157+85.97 CONSTR. END STA. 157+58.60 SCALE: (H) 1"=20' SCALE: (H) 1"=20' SCALE: (H) 1"=20' SCALE: (H) 1"=20' M 1"=2' (V) 1"=2' (V) 1'=2. (V) 1"-2* DESCRIPTION OF REVISION DATE CITY, APPR D QikoFESs,o#4 CITY OF RANCHO CUCAMONGA ' ,�4�OVy �• Ef lIq��a., �P z.s STREET IMPROVEMENT PLAN Ns. C048401 * EXP. 06-30-2000 �r o+v%%, SWC OF BASE LINE & MILLIKEN AVENUE 'lf OF C1i STA. 157+85 TO STA. 159+80 `SEAL P.M. 14001 04 APPROVED BY DATE: CITY ENGINEER4,�eLcuoss G.c R.C.E. No.,,Rg953 DESIGN TAIT as ASSOCIATES INC. RECOMMENDED GUN 1100 TOWN do COUNTRY RD. 251X 7_i3,cJj SUITE 1200 i SCALE DRAWN ORANGE, CA 92868 SHEE 714 560-8200 NOTED GUN 714 560-8211 F X 3 OF 3 R.O.F. #20A CHECKED DRAWING NO. �TRAUYM.P.S. DATE: FILE o. 1635 K,\DRAWINGS\TX\TX356D\SECTI01� 12-3- 97 AM PST