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Home My WebLink About1956 i STREET IMPROVEMENT PLANS W z GENERAL NOTES 1 HILLSIDE 1 ROAD 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS COCONSTRUCTION — CURRENT EDITION, INCLUDING ITS ANNUAL SU ENTS OF TOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE MTO TRACT NO, 16 32 ENTS. THESE STANDARDS AND SPECIFICATIONS. RANCHO OJ 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER Li J CUCAMONGA j IN THECITY OF RANCHO CUCAMONGA w w w METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PIANS WITHIN THE w g Z z z z RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK 15 TO BE DONE � a Z COST THE REMOVED, 6 BE PLACED. RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO w a a a 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL. FAMILIARIZE HIMSELF WITH LEMON IIAVENUE THE SITE AND SHALL. BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACIUTIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH HIGH LAN D AVE. FAC!lJTIES ARE SHOWN ON THESE PIANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, 19TH STREET ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY U CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. z =' #' W 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES w O SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- z m w J TW50GRADE ELEVATION AND AT NOT MORE T50 FOOT INTERVALS ADDITIONAL. PAYING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL. CURVE AREAS. (� Q i = � 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR BASELINE ROAD CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL. GROUND AND ALL SUB-GRADES SHALL. BE PERFORMED AT NO COST TO THE CITY OF I I + RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE PROJECT SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE I I MATERIALS AND/OR SURFACING. I I SITE 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY Im r rE�M S000L � t p L Td ENGINEER USTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABIUTY, OIL i i PAMEL 2 CONTENT AND GRADATION OF ASPHALT PAYING. � ? t 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER USTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE, �, __ __ _ _ VICINITY MAP SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. --___ _______ i 10. PAVING SHALL. BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN 1$TK STREET` �� _ �� __ NOT TO SCALE TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY fi - MATERIA, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL. ROCKS WHICH PROTRUDE � ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL. BE FILLED WITH A FINE S -¢ 7 i- GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STFRILANT REGISTERED i I � BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. ( L,E�EJ �Y 9 r B 1 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF M 1 CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY 10 THESE PIANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. I 1 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 11 4 I LIgE �AW 15. CITY APPROVAL OF PLANS DOES NOT REUEVE THE DEVELOPER FROM RESPONSIBIUTY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON !� REQUEST THE REQUIRED PIAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY 12 ENGINEER FOR APPROVAL 5 I 16. WORK SITE AND EXTERIOR STREETS SHALL. BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY ! STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE 8 17 1B INSPECTOR. , 13 I 2 , 3 17. THE FINAL. OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SNAIL. NOT BE PLACED UNTIL ALL UTILITIES AND UTIUTY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED 0 18 i ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- i 1$ • , 1 I NOTE: PRIVATELY MAINTAINED LANDSCAPING AND IRRIGATION ALONG THE ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- SIDEYARD OF LOT 28 SHALL. BE INSTALLED BY THE DEVELOPER FACTION OF THE CITY ENGINEER A fAMLY ' ' ± 1 ► PRIOR TO FINAL. ACCEPTANCE OF THE LMD ARES BY THE CITY. w I IMPROVEMENTS ARE TO BE INSTALLED TO THE STREET CURB. � I . -HEDGES-DRN UTILITY CONTACT - d i PRIOR CONTACT IX O THE FOLLOWING. ' AS REQUIRED, 48 HOURS 20 LEGEND MERAL TELEPHONE COMPANY: (800) 422-413226 27 28 1 ( (�LE�Y 280 SOUTH LOCUST 22 23 24 28 P.O. BOX 2920 POMONA, CAUFORNIA 91766 --� —_ 21 I 9 DENOTES STREET PLAN SHEET NUMBER SOUTHERN CALIFORNIA EDISON CO. 1-800-655-4555 � � 2 _I — 1 C DL?40M STORM DRAIN PLAN SHEET NUMBER 7951 REDWOOD AVE. FONTANA, CA. 92336 CUCAMONGA COUNTY WATER DISTRICT: (909) 987-2591 0 8 7 13 5 4 8 - 1 DENOTESPROPOSED STREET LIGHTS 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA. CALIFORNIA 91730 DENOTES EXISTING STREET L)GHTS DCA CABLEVISION: (714) 987-2225 9155 ARCHIBALD AVENUE, SUITE H DENOTES STREET NAIVE SIGN RANCHO CUCAMONGA. CAUFORNIA 91730 INDEX MAP SOUTHERN CAUFORNIA GAS COMPANY: 1-800-427-2200 RES. N.T.S. • DATES 1RAFIFTC SIGN 216 N. EUCUD AVE. 1-800-427-2000 COMM. ONTARIO, CA. 91762 METROPOUTAN WATER DISTRICT: (909) 593-7474 700 N. MORENO AVENUE LA VERNE, CA. 91750 PACIFIC TELEPHONE COMPANY: (714) 999-5639 CITY V) PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SPECIAL NOTE: APPROVAL OF THESE PLANS DOES NOT CONSTITUTE ENGINEERING DESCRIPTION OF REVISION DATE APPROVED: �.. THE MSTENCE AND LOCATION OF ANY UNDERGROUND UTIUTY PIPES OR STRUCTURES AUTHORIZATION TO ISSUE BUILDING PERMITS OR FINAL OCCUPANCIES FOR ANY SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE HOUSE/HOME OF TRACTS SHOWN HEREON. CITY OF RANCHO CUCAMONGA BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTIUTIES EXCEPT AS SHOWN ON THESE PERMITS/OCCUPANCIES SHALL ONLY BE ISSUED AFTER ALL CONDITIONS THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO P OPE.ACTTSTHE UTILITIES SHOWN AND OTHER UNES OR STRUCTURES NOT SHOWN ON AND TERMS ARE AND/OR AS NOTE RIED THE OUT TO HO E SATISFACTION O MENF THE CITY ENGINEER 00-02, STREET IMPROVEMENT PLANS FOR ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED ON FILE IN THE OFFICE OF THE CITY CLERK. TITLE SHEET TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE COMPLY WITH THE OCCUPATIONAL SAFPUBJlJC IS PROTECTEDALL CONTRACTORS TRACT NO. 16432 AND SUBCONTRACTORS SHALLETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION L i THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH EXISTING SURVEY MONUMENTATION APPROVED BY ; DATE: REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION Qc�Of ESS/p CITY ENGIN EER RCE NO 24953 HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENT OF RECORDS) THAT COULD BE DISTURBED BY �'l C, v� CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST t E FIELD ARE SHOWN ON THESE PLANS AND ARE �� CITY OF RANCHO CUCAMON, DESIGN moss$ 17320 UM RECO M NDED DESCRIBED AS FOLLOWS: v� uib 350 r RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF �, No. 20596 '" m BENCH MARK NUMBER 10051 W.W.S. .orle. kvia%CA92a14 THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS "' Yoko949-251-8021 NONE '� Exp. 9-34-45 ELEVATION : 1300.686 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL WORKING * * 20151 SW Birch Street,Suite 150 DRAWN scxu►T= FA)b 949-U 0416 SHE Z HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER 2• Q• (J CIVIL ��' MANNING Newport Beach,Califomto 92660 SET Z BRASS DISK IN CONC. CURB STAMPED CITY OF AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, DATE 2 9l TEL 949 250.4200 FAX 949 250.9008 RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST S.Z. r N N/!s N o 1 N t i s s s,v�v r o r s 1 5 REAL OR ALLEGED IN LEY C. MORSE RCE N0. 20596 6F CAQ' HOMES OF CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABIUTY ARISING FROM THE SOLE CORNER OF BASE UNE ROAD AND SWANSON PLACE 0.25 CHECKED2059(3 DRAWING NO. 0 NEGUGENCE OF THE OWNER OR ENGINEER. MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END E NO OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. 1956 . DATE 20•G FILE NO } 1.\40324\IMPLANS\SIP-01.dwg 2/20/04 CONSTRUCTION NOTES & ESTIMATED QUANTITIES STREET TREES SCHEDULE: R/W � R/w LEGEND STREET BOTANICAL NAME COMMON NAME GROW SPACING SIZE QUANTITY ORIENTATION QUANTITY SPACE 60• SOUTH'LY � STREET IMPROVEMENTS UNIT TR. Raw 16432 HEDGES DRIVE CERCIS OCCIDENTALIS WESTERN REDBUD Y 20 O.C. 15 GAL 25 EA 30' 30' 12' 32' 1. CONSTRUCT L' AC OVER �' AB. (INTERIOR STREET MIN. STREET SECTION). SF 38,893 1 r 18' 18' 1 2. CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL 104. � 891 SUB-TOTAL 25 EA. I �� !�� I 3. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. SF 13,689 j ; I t CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. EA 4 0_5'. 4' 7' 0.5' 4s 1 0.5' 7' 4' 0.5'i,_._•SEE SIDEWALK LOCATION 5. CONSTRUCT FULL DEPTH (12" THICK) AC SECTION. SF 1,316 �y Z 19 1 19 2 0 + ALTERNATE BELOW AND 0.5' 4' 6. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101-A EA 28 _- "' PER PLAN. 7. INSTALL HYDRANT MARKERS PER CITY STD. PL 134. EA 5 REMOVE EXISTING SIDEWALK __ 9. INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-B. EA 3 * 0.20' - 8" CIF '`` .. .•'' 3 -- _ - `. --'` 10. INSTALL STOP SIGN PER CTIY STD. PL 401-8 (R1). EA 2 0.03' - 6' CF � ,._........-- ___..,.- _ - i� - `_` 11. STENCIL 'STOP" AND STOP BAR. EA 2 R � 6? TJ. a 8.0 I �"`� y 12. INSTALL STREET LIGHTS NM LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. EA 14 13 ADJUST SEWER MANHOLE TO GRADE. EA 5 HUBER PLACE GEIJERA PARVIFLORA AUSTRALIAN WILLOW 5' 20' O.C. 15 GAL 5 EA (TYPICAL) 60' R/W - INTERIOR STREET 19TH STREET TYPICAL. SECTION 14. ADJUST WATER VALVES TO GRADE. E�► 3 - N.T.S. N.T.S. 15. INSTALL STREET TREES PER NOTES AND LEGEND HEREON. MERIWETHER COURT YIAGNOLIA GRANDIFLORA NCN 3' 20' O.C. 15 GAL 22 EA 16. CONSTRUCT CROSS GUTTER PER CITY STD. PLAN 16-A. SF 2,475 ST. MARY aar 17. INSTALL W53 SIGN ON STREET LIGHT. EA 1 SUB-TOTAL 27 EA Z 18. SAWCUT AND REMOVE EXISTING PAVEMENT, AC DIKE AND OTHER IMPROVEMENTS AS REQUIRED. LS 1 0 WEST'LY 19• CONSTRUCT A2-8 CONCRETE CURB & GUTTER PER CITY STD. PL 104. LF 1,669 R W 20. GRIND 4.10' MIN. DEPTH BY 3' WIDE CONSTRUCT 0.10' MIN. CAP TO NEW EDGE OF GUTTER. � 1,891 11' 2r 21. CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PLAN 107-B. EA 2 2' 18' 22. INSTALL R2(25) SIGN AND STENCIL '25'. EA 1 K. INSTALL R2(35) SIGN AND STENCIL '35'. EA 1 ! 15' * SEE STREET TREES SCHEDULE FOR QUANTITIES 0.5' 4' 0 TOTAL. MIM 4, /5 49'• ►SAX)_ 52 EA 19 �. 5 CONSTRUCTION NOTES FOR STREET TREES R � 72 T.I. = 0.0 � PREl1MWARY. FINAL R-VALUES TO BE AMETHYST STREET TYPICAL SECTION DETERMINED BY SOILS ENGINEER AT COMPLETION OF GRADING 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. N.T.S. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL. BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL. TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, 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. - _ Y: ..�_ ! t r y i I s I T.- C SIGNAL: � OOPS TPR�O E A f L w M_ _. 0 EP AS DE,D 505 . 1 ,FOR Al - � Y - . ,, , 2 / - r� _�a...,��,_ �.__ _..�__.. .�.,._. � ,�...x �- ---, ..�- _`�I�STfllf'1NG , X F ._ LL. ,.._. __- . :___ - TRIPIN ___.__ _. __-___ - n _ ,.. _ . r�. . _ �. , , , � �•-��` F�ROTECT IN PLl�CL�' ,X 4 _�_ T 1 .-, -, _ _� � PLA 4 _ % 'p• m 4 rr[ + _____ _ TRUC1�-ROU T€-SIGN--- - S _ _ _ _ 1 PROTECT IN PtAC�_, _ a - _ - - - a + 7+0o r,a a + Ao 1 Ft STREET - �- d l _ 364. P � U _ J SCALE l"=40' U REMOVE SIDEWALK Sn -- r } r i r _►�-.��-.��_- lv - r EX. 'FIR STATION" \ _I Ex ST UGHT W ARROW- 3 W=4 SIGN- PROTECT63 %s "- CONSTRUCTION NOTESRN PLACE PROTECT IN PLACE EXIST. CONC. BLOCK 49+93.68 REMOVE DRIVEWAY I WALL TO BE REMOVED o AND SIDEWALK PER GRADING PLANS. a °1 CONSTRUCT �' AC OVER 4 AB. (INTERIOR STREET MIN. STREET SECTION). EXIST. TRAFFIC SIGNAL 2 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL 104. PULL BOXES �V . � , TTY STD. PL 103. EXIST. TRAFFIC SIGNAL, 3 CONSTRUCT CONCRETE SIDEWALK PER C S D X �_ / v 1 O Puu. BOXES ®CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. sl°c`Insa� TRAFFIC CONSTRUCT ��AMETHYST STREET °5 CONSTRUCT FULL DEPTH (12' THICK) AC SECTION. 6 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101-A ~ EXIST. TRAFFIC S ° � SIGNAL CONDUT 0 INSTALL HYDRANT MARKERS PER CITY STD. PL 134. °9 INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-B. O DESCRIPTION OF REVISION DATE Cin 10 INSTALL STOP SIGN PER CITY STD. PL 441-8 (R1). („7 APPROVED: ° CITY OF RANCHO CUCAMONGA 11 STENCIL 'STOP'' AND STOP BAR. 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. 13 ADJUST SEWER MANHOLE TO GRADE. Q�o1 Essio STREET WIPROVEMENT PLANS FOR 14 ADJUST WATER VALVES TO GRADE �� C. � ESTIMATES OF QVANTITIES, TYPICAL SECTIONS, 15 INSTALL STREET TREES PER NOTES AND LEGEND ON SHT. 2. 16 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN 1O6-A (., No. 20596 �" m STREET TREES, DETAILS, & 19th STREET ° 17 INSTALL W53 SIGN ON STREET LIGHT. * Exp I V IL S *� TRACT NO. 110432 ° � civet. ��' 18 SAWCUT AND REMOVE EXISTING PAVEMENT, AC DIKE AND OTHER IMPROVEMENTS AS REQUIRED. 91F� cA��4 APPROVED BY � DATE: f U 19 CONCTRUCT A2-8 CONCRETE CURB & GUTTER PER CITY STD. PL 104 CITY ENGINEER c, P ( RCE Nell O 24953 ©0 GRIND 0.10' MIN. DEPTH BY 3' WIDE. CONSTRUCT 0.10' MIN. CAP TO NEW EDGE OF GUTTER. TL PER CITY STD. PLAN 107-8. CITY OF RANCHO CUCAMONGA roast smilew tnw REC NDED ©1 CONSTRUCT CURBSIDE DRAIN OUTLET BENCH MARK NUMBER 10051 W.W.S. � s.�l.aso INSTALL R2(25) SIGN AND STENCIL '25r. 0 O t 1 t M Wit 4-2s1• 20151 SW Birch street,Suite 150 ELEVATION : 1300.686 "°"`94¢'51-8621 DRAWN ' :t tl U«: FAIN 9«251-051• S H E © MANNING Newport Beach,Califomio 92660 SET � BRASS DISK IN CONC. CURB STAMPED CITY OF HOMES TEL 449 250.4200 FAX 949 250.9008 RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST S.Z. v i gas i N o 1 N 1 !s s u v s 1r o a s 2 OF 5 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED 20596 DRAWING NO. MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END NO OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE 21.5- U BILE NO 1956 I:\40324\IMPLANS\SIP-02.dwg 2/25/04 7 1--- 1-1-Z -7 -Z 7: __7 --- ----------- 17 __7 7 7 Z__7 A I 17- I_ 17- -- ----- -7—: 7, m 4 7- 7. 774, 7. 7- 7 7 :__�7_ ___:_7 7 _-:77 I_ 4 7Z _Y_ 77 17-= f 7 —T 77� .7 :7,---7 z 7: 7= ------ 7 7 -7 777 ---------------- T- 4 7,77-17777 77 - ----------Tq 77-7 77 7, +-7------ -ILL RA 0 ---------- z -7 i 9 -7-7:7= :7 Tf 7:- 77 ------- .... 7--t 77 _--7 777 r 7 7 7 -77- -- ------- 7 r -------- -- .. . ... 7L, 7 -7 '77 -7- :7 PF PLAN SCALE 46 47 48 49 50 5 1"=40' 43 44 45 SCALE 1"=40' INSTALL ON STREET LIGHT POLE T HEDGES DRIVE ro SEE SHT 2 0+56. SEE SHT 4 0+57.04 ECR 6 7 1 2 (.0 4 R L T 1 4 A # A + W=4' + 1 W=4'0 + 90#0:3'30' 35. 00' 1 1 8 '56'30- 35. 00' 4 . 96' 1 LO w 4 W=4* 9 + 43V ROTE Ad 01? S REQUIRED f P E 59 ALA 9 A 46 7+00 r-w r-i 4 ------------ -STRIPING _G 7 -ANILT WIDE RIN9 PROTECT--10 FVltwr_ PqOTrC,T IN',P(LAACE (�4AL CONSTRUCTION NOTES CONSTRUCT AC OVER 4' AB. (INTERIOR STREET MIN. STREET SECTION). EXIST. TRAFFIC SIGNAL x x (D CONSTRUCT A2-6 CURB & CUTTER PER CITY STD. PL. 104. LOOPS PROTECT IN PLACE OR REPLACE AS NEEDED. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. SEE DRING. 11223—S FOR DETAILS CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. CONSTRUCT FULL DEPTH (It THICK) AC SECTION. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 10 1—A. INSTALL HYDRANT MARKERS PER CITY STO. PL 134. INSTALL STREET NAME SIGN PER CITY STD. Pt 401—A & 401—B. INSTALL STOP SIGN PER CITY STD. PL 401—B (RI). CITY OF RANCHO CUCAMONGA @ STENCIL NSTOP" AND STOP BAR. STREET IMPROVEMENTS - PLAN AND PROFILE @ INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. ESS/0 (9 ADJUST SEWER MANHOLE TO GRADE. C. AMETHYST STREET (9 ADJUST WATER VALVES TO GRADE. STA 43+6&30 T INSTALL STREET TREES PER NOTES AND LEGEND ON SHT. 2. No. 20596 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN 106—A. V Exp. 9-30-05 _�u TRACT NO. 16432 INSTALL W53 SIGN ON STREET LIGHT. CIVIL 6F \i DATE: t2t ( 04�- CO) N SAWCUT AND REMOVE EXISTING PAVEMENT. AC DIKE AND OTHER IMPROVEME TS AS REQUIRED. CITY ENGINEER RCE N �9 ' CONCTRUCT A2-8 CO CITY STD. PL 104 REC NDED DESIGN Maass 17320 R"U A%,& 04K WIDE. CONSTRUCT 0.1(Y MIN. CAP TO NEW EDGE OF GUTTER. CITY OF RANCHO CUCAMONGA Sw&350 GRIND 0.1(Y MIN. DEPTH BY 3- BENCH MARK NUMBER 89 W.W.S. 2 0 K 19 If irwink CA M14 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PLAN 107—B. Yoko 949_1 4521 SHEET ELEVATION : 1566-201 DRAWN SCHULTZ FAk 949-231-0316 CHIZ *(f EAST CURB RETURN NORTHEAST CORNER pt His INGINNISS suavayons INSTALL R2(25) SIGN AND STENCIL 25 . LEMON AVE. AND HERMOSA AVE. S.Z. OF— INSTALL R2(35) SIGN AND STENCIL '35r. CITY NO 20596 DRAWING NO. DESCRIPTION OF REVISION DATE APPROVED: S-C-M-- ' DATE ILE NO — 1956 1-\40324\IMPLANS\SP-03.dwg 2 25 04 t7 I k , ! ,! 1 i i I � :� j 11 - -i : I �!I 1. I - - - - ------------, - -- - . I-- �I I - . I I - - - ----,-- - -- --- - - ..- I -- - - -- --- ' - � � : - -, - ' - . � :' 11 � I I - I I - I I - - ��- ' ��-, I - �- -11 I I - - -- �� - - � - - i -- i- I- - �� - - I - � -- -1 - � - - -- . .- -- I ,, . I I. 11 �� --- � . - � -- � -,- - I .,- . - -- - � I � - -- - . - - r � � I -- I-, - I -- - --- - - "I - - I -- I - � - � -- - - ,- - - - I -- I --- I -- :" '- I,- - - I� -- - . - I � - . , I - I- - - I � I I ... ... I --- � -.1-- ------..-- ----, ---- .- -- - I- � - . - - � , � I . 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I � w T - I -W., L) �?- I ' " i - (D CONSTRUCT A2-6 CURB & CUT-TER PER CITY STD. PL 104. . ... I � I t' 1�0 11 . IN 89'38' E ' I 0 � 11 I . � .".- u - �- A , - 00 � - �--- - - 'LL �- 1: ,� -- - -Vp-T-------��;�- 2 � - 7---- ---- - --- ------- - - - �;T'- -to It /'vr g CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. - �--- - ,,;.- - L�----% �' I 0 - * - - ;;;��' -I --� -- -- f-T-- - -%Iy ;:��'- - I I � -- � �O I � I - �I- - .- - I 1. - ' It- W - - I 16�t -0 ?y'r, 11 "y N' -_y ' -,-Vy "I I > ;' , � : I 1 7 1-1 i - 11 � - � I I-t � - 17 7 1 � - I �I - T. " Z V y YN14- �3( - IV_ L L --ox V3, - 0 . ,, 4 1 � I (a)CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. 11 A i �l - I '� P4 1 - W, ��* I I I - - i��J' ", � -"� - I" � - I ',I - I" - y V" 0 � � I I I -r- 7-17 -lrlw� �' � �' 14� 0 -,I I V, -� .-,..% '-�-Tlfll *�i� tl--#� Y, V- --* ft -01&� I&I 11-1 I I 11-1 � I (�) CONSTRUCT FULL DEPTH (it THICK) AC SECTION. I. - '� I . I I ------Ir-" N . I e � 1 6 -. r�l ;kT �8 �- I I L ! I 8 (O . �3 � A �q 4' 6 ! . - (1) CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 1 0 1-A. 20 ( (< lr-� C14 Nq�yp. P� W I I I vi to 2 C14 �� I I 1 2 0) VTYP. :� 0) 1-i + + + ?? + + 10 (2) INSTALL HYDRANT MARKERS PER CITY STD. PIL 134. 3 W=4' w + 'm I 0 �14 K) n C14 C14 40 . � 1 1 1 I 2 ,_.: + N . I " I @ INSTALL STREET NAME SIGN PER CITY STD. PL 401-A & 401-B. zo 1*I . . . . -2 . . + �. i I I � 9 ;b 9 zo 9 ;�D 9 �. N 'i 9 9 ;b a - 'D I i @ INSTALL STOP SIGN PER CITY STD. PL 401-B (131). 6 . I � 6 y g t� 27 t� I 411 (D STENCIL 'STOFe AND STOP BAR. -:*' 22 0 23 t� 4 824 25 I 1-z 1-4 �; 1: (* A ME T'q Y�-IT TRIEEIT @ INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. 21 @ @ 1�x 1�x 1�r � i; 0 0 @ SEE SHT. 3 @ ADJUST SEWER MANHOLE TO GRADE. '�;o "o HEDGES DRIVE 88 CITY OF RANCHO CUCAMONGA . (9 ADJUST WATER VALVES TO GRADE. ds � @ INSTALL STREET TREES PER NOTES AND LEGEND ON SHT. 2. + 7 1 1 ESS/0 STREET NPROVEMENTS - PLM AND PROFILE GUTTER PER CITY STD. PLAN 106-A. l('llkl:''l')v @ INSTALL W53 SIGN ON STREET LIGHT. ,r,j C. <<� f-- -- 6) @ SAWCUT AND REMOVE EXISTING PAVEMENT, AC DIKE AND OTHER IMPROVEMENTS AS REQUIRED. ul-) (/) - @ CONCTRUCT A2-8 CO R CITY STD. PL. 104 3 No. 20596 v` A' 'O. Exp. 9-30-05 -r.7' @GRIND 0.10' MIN. DEPTH BY 3- WIDE. CONSTRUCT OAV MIN. CAP TO NEW EDGE OF GUTTER. * civit * TRACT NO. 16432 / / - ' @CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PLAN 107-0. e i y - . . . DATE: z-?((wl(- . CITY ENGINEER * �/O--ww,.na/ul ,k, RCE NO 24953 @ INSTALL R2(25) SIGN AND STENCIL '25r. .1 I f 11 CITY OF RANCHO CUCAMONGA DESIGN I molkle 7320 Rc&d Ava RECOMMENDED I '%Q _ suim 330 BENCH MARK W.W.S. 9 0011CH irviu^CA 92614 2;w I Yoko 949-23;-06A. ELEVATION : 1566.201 DRAWN SCHULTZ FAM 949-25 -0.,16 SHEET . CHIL *(r EAST CURB RETURN NORTHEAST CORNER I LEMON AVE. AND HERMOSA AVE. - S.Z. - I PLb�r gas INAYINES suaviyons 1 4 OF 5 CITY I aWEE NO 20596 DRAWING NO. DESCRIPTION OF REVISION DATE APPROVED: S.C.M. 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(j) STENCIL 'STOP" AND STOP BAR. @ INSTALL STREET UGHTS 5800 LUMEN HPSV BY SCE, PAJD & COORDINATED BY DEVELOPER. IR ESS/ 01 STREET IMPROVEMENTS - PLAN AND PROFILE AN TO GRADE. C. % <!�, MERIWETHER COURT (9 ADJUST WATER VALVES TO GRADE. �2 w U 0 STA 0+00.00 TO 4+28.30 @ INSTALL STREET TREES PER NOTES AND LEGEND ON SHT. 2. � . (.7 No. 20596 I" 4 Exp. 9-30 @CONSTRUCT CROSS GUTTER PER CITY STD. PLAN 106-A. �l 0 -05 -7-0 (giNSTALL W53 SIGN ON STREET LIGHT. � CIVIL * TRACT NO. 16432 @ SAWCUT AND REMOVE EXISTING PAVEMENT, AC DIKE AND OTHER IMPROVEMENTS AS REQUIRED. (w) A R L \� BY - � . . DATE: 7 to-(F CITY ENGINEER * �A L Dice" 00-Al d/ RCE No 24953 @ CONCTRUCT A2-8 CO PER CITY STD. PL 104 ?BY-21 O- 0 0 ,O 0- go - 00 , I qq ", , . . 1 - I - - @GRIND 0.10' MIN. DEPTH BY 3' WIDE. CONSTRUCT 0.10* MIN. CAP To NEW EDGE OF GUTTER. I .- -- - - 8p , CITY OF IRANCHO CUCAMONGA DESIGN A101.1,11 17320 gs&d Ave. RE Suits 330 MA W.W.S. 9 90KICH Irvin%CA 92614 rr @CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PLAN 107-B. - Mom 949-Ul-8821 - ELEVATION : 1566.201 DRAWN SCHULTE fAX; 949-251-0516 SHEET' @ INSTALL R2(25) SIGN AND STENCIL 025r. CHIZ "(f EAST CURB RETURN NORTHEAST CORNER P Ly](14 I onll SURVIYONS 10 - � LEMON AVE. AND HERMOSA AVE. S.Z. RS INGINI -5 OF-5 CITY � L�WE NO 20596 DRAWING NO. DESCRIPTION OF REVISION DATE APPROVED:I I S.C.M. DATE --U?--;Fa'OVFILE NO - 1956 - I- . -- I - - - - - I- [-.,:, --.j--:-,-- , 1-\40324\IMPLANS\SIP-05.dwg 2/20/04 .. � � � . .i-1 F I � I � I � I I 1 1 f � T 7[ 1� � f - I 1 1 1 1 1 1 F i� I f f 1- I I I i t f f 1 4VI 1 1 1 1 - I I I I I I , I I I I I t t i I T T I i � T k I I- I I I ,f � I I I I I I I I I I I I � I -F-L -1 � I I I I i � I I I t i I t I I I I I t I I . i I I I I I f I I I , I I I - I I T I i � I - - I I i F � I--, I I I i- - I I I -1 I t I I I j I L-e-�1 - I -1 I i ;4 -1 I t I I I - - I I I I-- I I I I I I I I I i t - -- 0 1 1 , � , I I I , I . I I T -- � eo- I I - t7- r It ;I -- �l I f I I 0 1 - I I - t r- t I I I I + . -- :: I - I - r - -7: 1 1 f047 I t , I I I I - '- - I I 0010 � I I I F - I I I f I� T--t I I I I I - i I I I I I F � I I I I I I I i I I i -r � . I 0 1 1 1 . . - � �i � i I : i � I ; � � i : i i i � ! : : I ! i ! I I i i :