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HomeMy WebLinkAbout1631 General Notes 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE No SCALE TO THESE STANDARDS AND SPECIFICATIONS. TRACT NOO 15531 HIGHLAND AVENUE 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, Uj VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY In the City o f Rancho Cucamonga , State o f California LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, FINCH STREET RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. Q Q 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING w w � HEATHER DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN � � w ON THESE PLANS. 2 3 4 5 STREET o Q 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT Q w o PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR o Q C Cc RIGHT-OF-WAY. R/W 60' R W w5 Q 4A�� 1 S e Sheet 2 z x 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE -- - - RING AVENUE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION 12' 18' 18' 12' Q AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY I n cI ex_ _M_a_p " _ r THE CITY ENGINEER AS NEEDED, AT WARPED OR VERTICAL CURVE AREAS. 1 100 Finch Street_ 6„ �4 8 8 4 6» 19TH STREET 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS 0.34' 1 0.22' 0.34' SHALL BE CONSTRUCTED PRIOR TO PAVING. 10 29 — — — — LEVEL— — LINE 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND Y 1 cl n I Ma AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A7 6 6 4 WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO CITY ENGINEER, FOR 9 8 4 SEE THOMAS BROTHERS MAP, SAN BERNARDINO/RIVERSIDE COUNTIES APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. Typical Street Section 1 6 1997 EDITION, PAGE 573, A-5 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, Finch Avenue, Heather Street, Rine Avenue LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. T.I.=S NO SCALE 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 11 12 14 13 15 S. R/W 59.5' E. R/W 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). S e Spee 3 > - -- - - 6.5 22 14 12 5' 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, 8' 8' THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE 4 4 PROPOSED WALL AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY heather Street BETTER THAN THE NATIVE MATERIAL. 0 27. � VARIES 2% PER GRADING PLAN s - - - � - LEVEL LINE _ - - - - - 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY ��I------—--—- THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS J ----- ---- - - - RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 20 19 18 17 16 EXISTING SIDEWALK L_ 4 LANDSCAPING AREA 13 ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. EXISTING STREET 1 6 EXISTING A.C. BERM THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING SECTION AND WALL TO BE A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE REMOVED OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. Typical Street Section 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401-A AND 401-B SHALL BE21 22 23 Mayberry Avenue CONSTRUCTED AT EACH INTERSECTION. � 24 T.I.=5 25 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE a See heet NO SCALE Street Tree Quantities CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE �" SYMBOI STREET STREET TREES 0TY. SPACING SIZE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. PLA TANUS a' FINCH STREET 13 30' O.C. 15 GAL. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE _____ Ring Avenue , ACERIFOLIA THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. - I_� _.. W. R/W 60 E. R/W >VIVA HEATHER STREET PLA TANUS 18 30' 0.C. 15 GAL. ACERIFOLIA 17. CONTACT UNDERGROUND SERVICE ALERT 1-800-227-2600 AND THE FOLLOWING UTILITIES AS REQUIRED, RING AVENUE Pl ATAN US 16 30' 0.C. 15 GAL. 48 HOURS PRIOR TO EXCAVATION. 30 12 18 8' 8' 18 12' 4' PINUS OLIA 29 28 27 26 6» 4� r MOROCCO STREET CANARIENSIS 25' O.C. 15 GAL. UtilityContacts 290 �- 20.22 LEVEL LINE 2%CONTACT THE FOLLOWING, AS REQUIRED, 2 WORKING DAYS - - - - --__ _---- - - - Z - T Construction Notes for Street Trees -- PRIOR TO EXCAVATION: --- ----------CJI 19Th Street -- -------- L-L, 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH GENERAL TELEPHONE COMPANY 909-469-6327 I 4 -J CITY STANDARD PLANS. 1400 E. PHILLIPS BOULEVARD See Sheet 51 1 EXISTING A.C. BERM POMONA, CA 91766 6 GROUND TO BE REMOVED 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, SOUTHERN CALIFORNIA EDISON 909-357-6581 Construction Notes and QuantitiesI r Typical Street Section ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE 7951 REDWOOD AVENUEBACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY FONTANA, CA 92336 O1 CONSTRUCT 3" A.C. PAVEMENT OVER 4" AGGREGATE BASE 31, 123 S.F. Morocco Street INSPECTOR. O2 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 101-A 7,798 T.I. 5 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE SOUTHERN CALIFORNIA GAS CO. 800-427-2200 1050 OVERLAND COURT (W = PER PLAN, X = 3') NO SCALE BY THE ENGINEERING DIVISION. SAN DIMAS, CA 991773 O3 CONSTRUCT HANDICAP ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 102 4 EA. 4• STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CUCAMONGA COUNTY WATER DISTRICT 909-987-2591 O4 CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 3,404 S.F. 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA. 91730 O5 CONSTRUCT 5' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 1,714 S.F. 27 CONSTRUCT A.C. OVERLAY WITH VARIABLE THICKNESS OF A.C. AND MATCH Existing Survey Monumentation MARKS CABLEVISION 909-880-0231CONSTRUCT 8" CURB WITH 24" GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 3, 154 L.F. CENTERLINE PER PLAN, LIMITS SUBJECT TO CITY INSPECTOR, SEE I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF O6 4240 N. HALLMARK PARKWAY MAYBERRY CROSS-SECTIONS. RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS SAN BERNARDINO, CA. 92407 O7 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 106-B, K=10', L=25' 2,740 S.F. WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ,---. ARE DESCRIBED AS FOLLOWS: (�8 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 107-A 7 EA. (28} CONSTRUCT 1 " MIN. A.C. GRIND (HEADER CUT) FOR SMOOTH JOIN. NONE OINSTALL REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 134 4 EA. A_w29) CONSTRUCT RETAINING WALL PER CIVIL ENGINEERS SPECIFICATIONS DATED 10 INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401-B 3 EA. SHOWN ON SHEET 5A. ROBERT MARK BEER R.C.E. 39405 EXPIRES 12-31-97 1 1 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401-8 3 EA. 2 30 REMOVE AND DISPOSE EXISTING CURB AND GUTTER AND HANDICAP ACCESS RAMP. Q3 REVISE PROFILE Ek ELEVATIONS (s ET 4� 9-I$-gg 12 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT 1,332 L.F. SEE DETAIL BON SHEET 5A SHEET 5 NOT A PART, ADDED SHEET 5A \fig 13 CONSTRUCT CROSS-GUTTER PER STANDARD PLAN 106-A, MODIFIED TO JOIN EXISTING GUTTER 913 S.F. ADDED RETAINING WALL DETAILS AND NOTES - REVISED RETAINING WALL ELEVATIONS 6 Y-9� 14 INSTALL STREET LIGHT, 5800 LUMENS H.P.S.V. BY SOUTHERN CALIFORNIA EDISON CO., PAID FOR 15 EA. AND COORDINATED BY THE DEVELOPER 15 ADJUST SEWER MANHOLE TO GRADE 3 EA. DESCRIPTION OF REVISION DATE CITY Private Engineer's Notice to Contractor APPROVED SADJUST WATER VALVE COVER TO GRADE 3 EA. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON CITY OF RANCHO CUCAMONGA THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE 17 PAINT STOP AND STOP BAR 3 EA. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED 1 g PLANT STREET TREE PER NOTES AND LEGEND ON SHEET 1 SEE CHART ON SHEET 1 STREET IMPROVEMENT PLANS TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR PLAN AND PROFILE STRUCTURES NOT SHOWN ON THESE PLANS. S REMOVE EXISTING BLOCK WALL 370 L.F. REVISED CURB RETURN, PROFILE, AND LOT II DWY. LOCATION ON SHT 3 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL 2 ADDED SECTIONS AND DETAILS B do C, AND CONST NOTE 30 ON SHEET 5A ZS q$ O CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE 20 REMOVE EXISTING DRIVEWAY AND RECONSTRUCT CURB & GUTTER PER RANCHO CUCAMONGA 25 L.F. r YY TITLE SHEET PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL STANDARD PLAN 104 DESCRIPTION OF REVISION DATE APP�OVED SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION 21 UNDERGROUND EXISTING OVERHEAD UTILITIES BY SOUTHERN CALIFORNIA EDISON CO., PAID FOR LUMP SUM TRACT NO. 15531 SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND COORDINATED BY DEVELOPER - AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE QROFEssIoti APPROVED BYE , ATE -71Y ,{ U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". O ��° MARA- �� F CITY ENGINEER� �� _ t l�/_ R.C.E. NO. 24953 22 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 107-B 4 EA. a - CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE ti FFA z DESIGN RECOMMENDED CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 23 REMOVE EXISTING CURB, GUTTER, SIDEWALK AND A.C. PAVEMENT & BASE AS REQUIRED LUMP SUM Crouse/Beers AL Associates, Inc. rr a. .s9405 ___ __P.D.B. 1, fx 12- 31-01 - Engineering ' Surveying ' Planning * Construction Managemf�r, --AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 24 INSTALL R26 SIGN & POST PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401-B 1 EA. * P * 1/00 Hamner Avenue, Suite 104 WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE DRAWN j" 9091 Nsc20Californiax (909) 736-5292 �1 SHEET ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT, O 1 71 Q EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 25 PAINT 4 SOLID & BROKEN YELLOW CENTERLINE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133 LUMP SUM jgrF OF CAS P.D.B. 1 _ OF _ 5_ CHECKED - - - -- 1"1. - DRAWING NO. 26 INSTALL 1.5" TRAFFIC SIGNAL INTERCONNECT CONDUIT AND NO. 5 PULLBOXES LUMP SUM kt-1 M Beers 2 'y°" � t R.M B "IQ'�1 Expires ,2 I I BENCH MARK NO. 10076 : I . : . -- - - - _._- +. t +...... .T.. 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PAVEMENT OVER 4" AGGREGATE BASE APPROVED QJ-, O CONSTRUCT' RESIDENTIAL DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 101 -A CITY OF RANCHO CUCAMONGA r„ (W = PER PLAN, X = 3') CURVE TABLE OCONSTRUCT HANDICAP ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 102 CURVE DEI TA RADIUS LENGTH TANGENT PLAN AND PROFILE un O4 CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 Cl 210°00'00" 38.00' 139.28' 141.82' RING AVENUE C2 15°00'00" 112.00' 29.32' 14.75' FROM MOROCCO STREET TO 150' W'LY rr) O CONSTRUCT 8" CURB WITH 24" GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 C3 7°00'45" 268.00' 32.80' 16.42' FINCH AVENUE r 7, C4 07°00'45" 250.00' 30.60' 15.32' O7 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 106-B, K= 10', L=25' C5 07°00'4`;•' 232.00' 28.39' 14.21 ' FROM MOROCCO STREET TO 150' W'LY Irl C6 89°42'11 " 27.00' 42.27' 26.86' TRACT NO. 15531 OINSTALL REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 134 C7 210°00'00" 38.00' 139.28' 141.82' i, C8 15°00'00" 1 12.00' 29.32' 14. 75' QRoV[ssioti APPROVED BYr 7 , �� �I DATE77"/' 10 INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401-8 C9 90`32'2.9" 27.00' 42.67' 27.26' � ' �� MARA- o� Fac CITY ENGINEER 'L----lam_ �_ �_ '"r_ ell/-I�-v / �C____- R.C.E. 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NAME i r ��/AJ- S'X 0�e o ca `r' o + o 3 "' G N R c��R !; 4 BROKEN YELLOW Lf, rye �y SIGNSET 3 q'QF 28 v10 11 o N 12 13 N 14 ^ ^ 15 GG + - , ^ " 4 SOLID YELLOW ,Sj. �.N :r � \\_ p b 4 + 3 I �1�0R0 F� 4 SOLID YELLOW ,Q �, 3 5 q0 �� LIMIT OF OVERLAY SAWCUT LINE „ I -- -- - _-_- _-- ___--_- a X9 A, 13 SAWCUT �� 4 SOLI .-. YEL q 94 �' ��- � p 'A - 7 11 - - -- - - - -- - I —_—_-----..----__.—_------- 1 1 1 I SEE SHE T SA , LINE 1 27 26 50, 12 6 50, 1 19 a; °N° N 4 , 17 27 6 -" DETAIL'S C 50 r hbc --- - - - Heather Street on 00 6 ,101. XI. 12 ... .... . . I 1 I i '< 11 12 13 �' F' a� y i r -� -- -- I �. A 1 1 r �'s 6, N89.54'42"E _ + �G 11 17 v I e I I � h� `j.0 > '� c c > K� Q i \ i i i - - - - -�- - i G'1 a o 1...'.. N Qe. +_a . + d Rr\ 2 2A-% Z 1 � � � �� ' a C12 q O a �� / X11 • i i : : O O c� I I I I I I ^ co 4 10 -5 z�v ��1P1�� R. � � NQ 30 O � 21 0o Oz 10 r- F- Q, 1 ( + s i I d o ao ^ �� �� 0 (° � rico � ON o0 O� N2 `� � � 6 1 00 - � (O O � N 17 r� � 160 �� I 1 I �,>: 11 I I >N I I 6 20 � ^ 19 18 •- p p 3 v (o N I / + + + + + t> k� O� 1 O bi + � O cv� to 20 O �t J `t m 11 Ii II i i ` �� i i O U O 3 ^ � N � N N � ^3 n U 3 Qcq ,\p kp o + o ^ + + (0 + �, I I I I I I I I N i -S ,\p I N � i Z n `tom � N o I I II I I �M Ii I I lei " 41 4 �• 14 ^ " I I 1 1 I I n N N '; I I I IV 14 1 g 24 14 I i i11 II I �� N I i i 2 2 2 1 2 2 i W , . � a berr Avenue 1.9th Street Construction Notes Heather Street y SeeyLeft Morocco Street See Sheet 5 See Right See Sheet 4 01 CONSTRUCT 3 " A.C. PAVEMENT OVER 4 " AGGREGATE BASE O2 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 101-A (W = PER PLAN, X = 3') 26 CONSTRUCT A.C. OVERLAY WITH VARIABLE THICKNESS OF A.C. AND MATCH O3 CONSTRUCT HANDICAP ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 102 CENTERLINE PER PLAN, LIMITS SUBJECT TO CITY INSPECTOR, SEE MAYBERRY CROSS-SECTIONS. ___ O CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 27 CONSTRUCT 1 " MIN. A.C. GRIND (HEADER CUT) FOR SMOOTH JOIN. O t O6 CONSTRUCT 8" CURB WITH 24" GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 *, 0 20 40 80 121 N O7 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 106-B, L=25', K= 10' RI O CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 107-A SCALE I "= 40' o O9 INSTALL REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 134 REv1Sw C"RWM&4 PADMI.E,Ado tar tt MY. 40CAMv ON 3hr 3 ,4 1 c e AP Mla SEMOWS AND DET7gls 8 4 C, AND CONST MOTE '30 ON MEr s� � Q 10 INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401-B --- - DESCRIPTION OF REVISION DATE CITY 3t 11 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401-B APPROVED c 12 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT, LIMITS SUBJECT TO CITY INSPECTOR CITY O F RANCHO C U C A M O N G A 13 CONSTRUCT CROSS-GUTTER PER STANDARD PLAN 106-A, MODIFIED TO JOIN EXISTING GUTTER 0 PLAN AND PROFILE 14 INSTALL STREET LIGHT, 5800 LUMENS H.P.S.V. BY SOUTHERN CALIFORNIA EDISON CO.,PAID HEATHER STREET AND COORDINATED BY DEVELOPER FROM MAYBERRY AVENUE TO MOROCCO STREET 3 15 ADJUST SEWER MANHOLE TO GRADE MAYBERRY AVENUE FROM 19TH STREET TO HEATHER STREET 16 ADJUST WATER VALVE COVER TO GRADE TRACT NO. 15531 17 PAINT STOP AND STOP BAR ROFEssio APPROVED BYE 1 1 n DATE o7 oe �� O18 PLANT STREET TREE PER NOTES AND LEGEND ON SHEET 1 Curve Table ���� �\ MARK Fyc CITY ENGINEER --� ( �c j� R.C.E. NO. 24953 CURVE DELTA RADIUS LENGTH TANGENT o� �``� Z DESIGN � RECOMMENDED Crouse Beers '& Associates, nc. z 19 REMOVE EXISTING BLOCK WALL C11 89'43'38" 27.00' 42.28' 26.87' W P.D.B. / I Q � No. 39405 z' __/t/r't� Cr ' " ' ' ' - --- ------- -'- ngineering ' Surveying • Planning ' Construction Managemen' _--- _.. 22 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 107-B C12 90'1622„ 27.00, 42.54 27. 13 * Exp. 12-31-01 * ,70o Hamner Avenue, Swte ,04 C 13 89'43 17 27.00 42.28 26.87 DRAWN (909) 136C 20401if Faxa(909)0736-5292 SHEET 24 INSTALL R26 SIGN & POST PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401-B Q C14 90'0000" 20;00' 31.42 20.00' �T�TF �'V1� o��.`P __ P.D.B. - 3 OF _ 5 �, �F CAl.1F ��- . 25 PAINT 4" SOLID & BROKEN YELLOW CENTERLINE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133 CHECKED `=�� DRAWING NO. I�- �o -a3 3/ Robert 1-fv.Beers _--- 3M40` R.�.B. Expires ,2-3, CII �� ate -- U I , ; I . BENCH MARK NO. 10076 . 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GOL-p JbINT r3ET�l�I T I �0 X00 1 AP p p n AC l-4 Lam,M u 1[�f21 V E WAY. _ _ _ _ '�0 NOTE: NOTIFY OWNERS OF LOTS 11 & 12 _- __- _ ; 48 HOURS PRIOR TO CONSTRUCTION. a; I I I © REVISE PROFILE 8t ELEVATION (9HEET 4) 9-15-98 9 L�-9} U ai o DESCRIPTION OF REVISION DATE ITY ul Construction Notes Morocco Street APPROVED au 01 CONSTRUCT 3 " A.C. PAVEMENT OVER 4 " AGGREGATE BASE CITY O F RANCHO C U C A M O N G A Lj O2 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER OF RANCHO CUCAMONGA STANDARD PLAN 101-A C (W = PER PLAN, X = 3') Mrrr;F rEn , GJ O4 CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 MOROCCO STREET O6 CONSTRUCT 8" CURB WITH 24" GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 FROM RING AVENUE TO 130 ' N'LY OF FINCH AVENUE ro 11 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401-8 TRACT N 15 5 31 12 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND A.C. BERM . O CD " ROFESSio APPROVED BY. DATE N� `'r`-`. U Curve Table e Nq 14 INSTALL STREET LIGHT, 5800 LUMENS H.P.S.V. BY SOUTHERN CALIFORNIA EDISON CO., PAID FOR ��° MARK F CITY ENGINEERA'2-tc-��mw�'A'�') __ R.C.E. 2-- O AND COORDINATED BY DEVELOPER CURVE DELTA RADIUS LENGTH TANGENT �� �� eF tip, z C 15 2 7'5 7'10" 35.00' 17.08' 8.71 ' w Q,I/�/� � DESIGN RECOMMENDED -cr18 PLANT STREET TREE PER NOTES AND LEGEND ON SHEET 1 C16 236'25'04" 25.00' 103. 16' 46.61 ' V�'3' Crouse Beers & Associates, Inc. � No. 39405 � ___ %/ Z-''r-?)Lij * E<p. 12-31-01 * P.D.B.P� BEngineering • Surveying . Planning • Construction Monagemrn' / 23 REMOVE EXISTING CURB, GUTTER, SIDEWALK AND A.C. PAVEMENT AND BASE AS REQUIRED ,goo Hamner Avenue, Suite ,oa P DRAWN ( 09) Norco, -20California(909)07.36-5292 SH ET CT) rgTF of cA��F°��\ - P.D.B. -- 4 _ OF _ 5. CHECKED oberf M. eers "'­e- �g40,, DRAWING NO. R.M.B.-- 12-10-91 E Aires ,z 3, o' 10f I -- -L-- I I , i o`c3Qc", ---_----ttt+Y�t ttT�trI'�IIIIIjII!III1!''III; T----_------._--�rt�--rt-�-�fi�fi��tt+{rt�4,IIIIjI:I:-----—---.-�-----+f�-�t+fir�+�r{�I!III!iI!!!!IIIIiIIIII;,!!--------�------�-�fit-�t��ry�II�!IIiIIiIIIIIIII------------�--�+fi�+tr♦��{F!II!iii! --—--O----�--�++}�y�•�IY�,II�II�iI1i•� t}II�I'III�1 ---_2-._---_--_ _rt6-t 1++r.trriFiIIII�'I IiI11IIIiiI t��t T�7t����+II�IiiIiIII�� �t��tfij+frIii1iIII��,1j�I,I�'IIII t}��r��I1iI,III�II - •— -._-T-.—..._-.-+t-��}t��+�Itiiii'i!I�iIi',iiII• --.- , - - Fo._tfi+�Y>�+�r{I,II', _u . .-_n�-_ .-d �fi+{rYj�II,i .-�2 -� -�+.tfi+�a�1�tIII1'IiIIi,'' Brass rass D- i .s- k _-I- n .__ . .- ._.CZ _-- .o. nr ,I,I;,•iIi,I:: - �.. c_ - _ _ ."SBCS BM 7__T Headwall Stomped 27 1975" at S.W.+ Reset No 8 t--- 4- t-- Corner of Hghland Ave. and4 Haven Ave., at South End of 4' Chain Link Fence 4- --------- -- ELEV. 1478.232 ._tt_ t t II �} - T � � _- I r- - - � I--T +- _ _7 t + 4- +- fi Tt +-+ - - --- --�L r r T t — 4-- 4- T.-- - tt_ _ i � �7 - 4 �4 +-4------- t -4 i -a - � -----------} - - -+- T _4 + r tr � ---- + - HOrZ. 1 "=40' 4- 7 - --------- -t- -�- - PROFILE SCALE Vert. 1 4' 0 20 40 80 120 SCALE 1 "= 40' NOTE: THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND ELECTRICAL) ON THE PROJECT SIDE OF NINETEENTH STREET SHALL BE UNDERGROUNDED FROM THE FIRST POLE ON THE WEST SIDE OF MAYBERRY AVENUE TO THE FIRST POLE EAST OF THE EASTERLY BOUNDARY. Mayberry Avenue Oe Sheet 4 XLANDSCAPE EASEM NTSEE LANDSCAPE 30 PLANS FOR PLANTI G DETAILS F� 29 28 27 26 RELOCATE R26 IGHT STL26 T. L ..1 1. 4-1 -nHF— 11H —OH OH (n cri LA r'l (, + � + + + 26 + 00 ELOCA 26 r2T v IGHT SD. na,14 18 .0000 Nineteenth Street 41 Cn rn Z111 Kf-?"L" w11* SHEET SA cj S-9B LIMITS OF UTILITY UNDERGROUNDING CD PROTECT EXISTING STREET LIGHTS AND SIGNAGE IN PLACE DESCRIPTION OF REVISION DATE ITY APPROVED LID Camilla Avenue CITY OF RANCHO CUCAMONGA Cn PLAN AND PROFILE0 TRUCTION NOTES 19THSTREET CONSTRUCT 5' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 FROM MAYBERRY AVE. TO 380 ' E'LY OF MAYBERRY AVE. ru CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 107-A TRACT NO. 15531 REMOVE EXISTING DRIVEWAY AND RECONSTRUCT CURB & GUTTER PER RANCHO CUCAMONGA ROfESSlpNAPPROVED BY. DATSTANDARD PLAN 104c R.C.E. NO. 24953UAR/rFCITY ENGINEER, UNDERGROUND EXISTING OVERHEAD UTILITIES BY SOUTHERN CALIFORNIA EDISON CO., PAID FOR �2n '° y DESIGN RECOMMENDEDAND COORDINATED BY DEVELOPER m I Crouse/Beers � Associates, Inc.No. 39405 P.D.B.S • Surveying 1J INSTALL 1.5 TRAFFIC SIGNAL INTERCONNECT CONDUIT AND NO. 5 PULLBOXES Exp. 12-31-01 n ineering Planning • Construction Mona emen 1700 venue, Suite 104 O DRAWN Nora, California 91760 SHEET (909) 736-2040 Fax (909) 736-5292 CIVIo P.D.B. 5 OF 5 OF CAICHECKED DRAWING NO.t -+ ro t T1 4�sO + Q Expires 12-31 CD R.M.B. IZ'11►' "1�• 01 ate— I U BENCH MARK NO. 1007E 6Found 2" Brass Disk in Conc. I1 PARKWAY PARKWAY ,. Headwall Stomped SBCS BM Reset No. 8-27 1975 at S.W. Corner of Highland Ave. and Haven Ave., at South End of 2z MAX _ -- - 4' Chain Link Fence -' - 27i MAX BACK OF l� �-" 4 ,0 ELEV 7 4 78.2.5 SIDEWALK -Et.a p N a WALL A Type 1 Wall - 0" Toe 61, C SECTION C-C H (FT.) H1 (FT.) B (FT.) T (FT.) Y-BAR Z-BAR A-BAR T.C. NOT TO SCALE 2.67 2.67 2.00 1.00 #4016" #4016" 3-#4'S 3.33 3.33 3.00 1.00 #408" #4016" 4-#4'SR.W. H=2.67 �• ! i' 41.50 T.W. V � 38.83 T.F. M ) - ' ti e o c H-3.34 �� ! , I i" F PROPERTY LINE �" j i 41.SOT.w.�j� � Y�, N j ; j 38. 16 T.F. DSC,�P� C i LAN �. H=0 6 7' I; H=2.6 7' - 40.3 T.W. ' 41.50 T.W. •�.'•''.4 � `,� `�)� �y��"._ i 39.6 T.F. RAMP SHALL HAVE 12 WIDE I _ 38.83 T.F. BORDER WITH 1/4` GROOVES � � LEGEND gNG4c. APPROXIMATELY 3/4` O.C. PRIVATE a I WALL A ,- H = OVERALL HEIGHT " " 10 + 52. DETAIL C 12 T = THICKNESS OF FOOTING26 WALLA OMIT HEAD JOINTS B = WIDTH OF BASE NOT TO SCALE E, C, R, I -_� # ON FIRST COURSE - 2 4s ® 16 0.C. CONTINUOUS, TYP. ABOVE FINISHED � / �1p 1 3_0 - FINISHED GROUND CURB OUTLET E GRADE 6- ' �' I- -- _.-- 27 2' 3' PERF. DRAIN PIPE W/ FILTER FABRIC 8" BLOCK \/\ EXISTING CONC. 7 ( --('\ FOOTINGS PER ENGINEERS SPEGIFIGATIC / SHOWN HEREON. 2" Y-BARS SIDEWALK � . � `p �c� 6' WIDE GONG. SIDEWALK 1 CF/LF OF PEA 12„ H I 0 12" " \ n n RETAINING WALL WITH STONE VENEER GRAVEL WRAPPEDwil- 11 � L y� F r S�GTION B-B AT 19T�l STR��T IN FILTER FABRIC. N /4 . 12- PERFORATIONS IN 12 4„ 4" MIN. N T T A 3 " PIPE ON �� - , A T _ 2 0 0 SCALE BOTTOM. 3'1 1 °tip + `N Z-BARS A-BARS ® 8" O.C. TYP. STEP FOOTING - TYPICAL SECTION N _B_ NOT TO SCALE N X11 0 RETAINING WALL A ��^ ---_- NOT TO SCALE TYPE 1 WALL: TOE LENGTH=0 FT. 0 DETAIL "B " SCALE 1 "=20' 0 20 40 80 120 LANDSCAPE A55E5MENT SCALE 1 "= 40' D15TRIGT EASEMENT NOTE: THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS R.O_W_ AND ELECTRICAL) ON THE PROJECT SIDE OF NINETEENTH STREET SHALL BE UNDERGROUNDED FROM THE FIRST POLE ON THEA WEST SIDE OF MAYBERRY AVENUE TO THE FIRST POLE EAST OF THE EASTERLY BOUNDARY. MAYBERRY AVENUE SES OiTNI- 84-0 HHZEON CARTILLA AVENUE PRIVATE WALL Y W SEE SHEET 4 �y�..�_ VARIES v _ LANDSCAPE ASSES ENT DISTRICT 29 26 WdI.L B �x9 1 PAD = 43.6 28 27 PAD = 40.0 X1'-3' TYP. .: O S \ RELOCATE R26 TREET TREE TO S . LI STD. 39.83T.F. H=2 m Q PRIVATE GATGI-I BASIN 5" v ,30 H-2.67' T. 29 �: 7r. . 29 "=2 67 Q` 29 37. F. cx-n 29 F PRIVATE CONSTRUCTION H=2.67 33.B81.E. \` WA Aff B FF 7 39.83 . . H-2.67 -, f / CURB OUTLET F,Q 7iJ 40.50 F. H-3.33' i. H=2.67' 1 1 H=2A0' s� 2 f y H=2.67' 7.02T.F. 4 .50 .F. i. 'F' _ 37.581.E. O _ - S rn +o. i. . H=3.33 rn 7 PRIVATE DRAIN PIPE `' ------- --- s T 5 0o i. H=3.33' C,a i. H=3.33' -O 10+52. 1 26 37.687.E _41 WALL B 351. .o T F 6 31 SLOPE-MAX. �\ E.C.R. y0 �- 36.35 T.F. 34.35 T. . 3' PERF. DRAIN PIPE W/ FILTER FABRIC �9rj _ a ° FOOTINGS PER ENGINEERS SPECIFICATIONS HE--- <� °' - �1 '^ OHE 2' TYP. WALL HEIGHT SHOWN HEREON. RETAINING WALL WITH STONE VENEE PQ ^ F 30 Q Y o �5� J� °p 00 ``� `� N `�! RELOCA R26 W Q 00 5' WIDE GONG. 51DEWALK tiF 20 �, I G cv W �i r\ + +N. � CN n - TO STREET o 0 0 + N Z_LL1 + -- N STREET AND CURBING m N N LO in LI H STD. N N N ° N co N ' ti� Nineteenth street s _ 8 s 8 8 SECTION A-A AT 19T1-t STRE:E:T a_, C) NOT TO SCALE N �J � MM CON Ak7MMi tlt�S 4w LR It M?: IIf�'A11JM WsW.3QQ QQ Al AL'm soma Mo oms • ! q as carer wJ w a ar asr!r► �aal 21 SHEET 5 NOT A PART, ADDED SHEET 5A �j ADDED RETAINING WALL DETAILS AND NOTES REVISED RETAINING WALL ELEVATIONS LIMITS OF UTILITY UNDERGROUNDING cc�� PROTECT EXISTING STREET LIGHTS AND SIGNAGE IN PLACE DESCRIPTION OF REVISION DATE APPRO�ED i Cartilla Avenue CITY OF RANCHO CUCAMONGA U; PLAN AND PROFILE CONSTRUCTION NOTES a; O5 CONSTRUCT 5' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 19TH STREET R iJ8 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 107-A FROM MAYBERRY AVE. TO 380 ' E'LY OF MAYBERRY AVE. �, r, 20 REMOVE EXISTING DRIVEWAY AND RECONSTRUCT CURB & GUTTER PER RANCHO CUCAMONGA TRACT NO. 15531 STANDARD PLAN 104 jkoFESSIo APPROVED BYo �� �+ DATE 21 UNDERGROUND EXISTING OVERHEAD UTILITIES BY SOUTHERN CALIFORNIA EDISON CO., PAID FOR Q�°Q� ►HARK N�! CITY ENGINEER /t l! G R.C.E. . 2495 AND COORDINATED BY DEVELOPER `a, �� BF 26 INSTALL 1.5" TRAFFIC SIGNAL INTERCONNECT CONDUIT AND NO. 5 PULLBOXES 00 J� `�� s DESIGN RECO DED W `^ r" Crouse/Beers & Associates, Inc. Cr No. 39405 � P.D.B. 29 CONSTRUCT RETAINING WALL PER CIVIL ENGINEERS SPECIFICATIONS SHOWN HEREON. * Exp. 12-31-01 * Engineering Surwying • Planning * construction Management 1700b0 Hamner Avenue, Suite 104 41 �TgTf cIVI` �a\� DRAWPND�. Norco, California 91760 SHE" (909) 736-2040 Fax (909) 738-5292 Q30 REMOVE AND D15POSE EXISTING CURB AND GUTTER AND HANDICAP ACCESS RAMP. OF cA`\F �. _GA.- OF �_ SEE DETAIL B ON SHEET 5A CHECKED Robeft M. fters f R.C=S94US DRAWING NO. Expires 12-31-01 R.M.B. /