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HomeMy WebLinkAbout1908 Jill GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- E N D CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS® HIDDEN FARM R RIGHT G� �,Y 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS SHEET 3 OF 4 VALVES, FIRE HYDRANTS, ETC. SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR STREET CENTER LIN IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED _ � WHIRLAWAY ST. �„ TED OR PROTECTED IN PLACE AS REQUIRED AT O DOST TO THE CITY OF RANCHO _ - - - - - ____ Ln m WHIRLAWAY RELOCATED CINCH RING LNuj CUCAMONGA. M -, w STREET TREES (EXISTING) . 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE f SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING � � HILLSIDE RD. DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN , HILLSIDE RD. STREET TREES (PROPOSED) ON THESE PLANS. i ' ' OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, i v f ll PROJECT 4. A PERT SHALL BE OBTAI I ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF � ' " SITE -� STREET LIGHT (PROPOSED) RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. ' -SHEET 2 OF 4 BEACHW00D DR. WILSON AVE. . ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER, PAVING STAKES SHALL ' " BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE I STREET LIGHT (FUTURE) ELEVATION AND AT NO MORE THAT 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY THE CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. Q SCALE 1" 100' , WATER METER (RE 6 ALL SEWER, ELECTRIC, WATER, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS - � � - � � � ALEXIS AVENUE WM SHALL BE CONSTRUCTED PRIOR TO PAVING. - � � � _ a P P � _ � � � _ _ � A EMBAKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL VICINITY MAP 7. .COMPACTION TESTS OF " GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO ' NOT TO SCALE I HYDRANT (PROOSED) CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE F Y CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. l 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. SHEET 2 OF 4 Y STABILITY OIL CONTENT AND KFINISH SURFACE LISTING ALL TEST OR DETERMINATIONS COMPLETED TO VERIFY I GRADATION OF At I SPHALT PAVING. N �� 0 INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY I DESCRIPTION F CURB 9. PRIOR T T (�P � ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY; R-VALUE, SIEVE - " FD 2" BRASS DISK IN CONC ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. � CURB STAMPED "CITY OF RCHO , CUCAMONGA BM 10105 1957" FL FLOW LINE 10. PAVING SHALL BE PERFORMED IN ACCORDANCE NTH R-VALUE AND PAVEMENT TESTS TAKEN TO I AT NW CORNER OF ARCHIBALD DETERMINE STRUCTURAL SECTIONS. AVE & HILLSIDE RD ' N OF 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, _ _ _ _ _ _ + I BEGINING OF CUR B E THE SUB-GRADE SHALL E PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- LV.= X4.7 GRADE AND ALL VOIDS AND DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. SHEET 4 OF 4 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE A SOILSHEET 3 OF 4 S STERILANT REGISTERED BY ADD 1900.00 FEET TO ELEVATIONS SHO ON ATTACHED STREET PLANS THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S TO BE IN AGREEMENT WITH ABOVE DESCRIBED BENCH MARK ELEVATION. RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATES OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVINIENCE OF THE TRACT 16262 DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES INDEX MAP BEFORE SUBMITTING 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 STREET CONSTRUCTION NOTES: THE OTHER ITEMS OF WORK. 14, STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 402 SHALL BE CONSTRUCTED CONSTRUCT 3" A.C. PAVEMENT OVER 4" AGGREGATE BASE 38,422 S.F. AT EACH INTERSECTION, o CONSTRUCT A2- CURB AND GU 106 L.F. R PER CITY OF RANCHO CUCAMONGA STD. 104. 2,117 L.F. 15, CITY APPROVAL OF PLANS DOES NOT RELIEVE MIN. GROW CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST E STREET NAME BOTANICAL NAME COMMON NAME SPACE THE DEVELOPER FROM RESPONSIBILITY FOR THE SPACING SIZE QTY. REMOVE EXISTING CURB AND GUTTER (SHEET 3 OF 4) PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARDS REMOVE EXISTING A.C.C. CURB AND ASPHALT (SHEET 4 OF 4) A.C.C. CURB 513 L.F. REQUIRED PLANS REVISIONS SHALL BE PROM 9,730 S.F. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, ALEXIS AVENUE PISTACIA CHINENSIS CHINESE PISTACHE 5' 30' O.C. 15 GAL 38 2. PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE ASPHALT THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. MAGNOLIA FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES E p CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 106-B 2 E.A. 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. KLUSMAN AVENUE GRANDIFLORA NCN 3 20 O.C. 15 GAL 17 MAY REQUIRE BACK FILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. ' T TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING CONSTRUCT 4' P.C.C. SIDEWALK ( = ') PER CITY OF RANCHO CUCAMONGA STD. 103. 3,100 S.F. GENERAL TELEPHONE METROPOLITAN WATER DISTRICT ST. MARY 3. ALL STREET TREES ARE SUBJECT 585 NORTH MOUNTAIN AVENUE 700 N. ALAEDA STREET ARCHIBALD AVENUE PYRUS CALLERYANA ARISTOCRAT PEAR 3' 20' O.C. 15 GAL. 14 DIVISION, SAW CUT CLEAN, STRAIGHT EDGE. 146 L.F. UPLAND, CALIFORNIA 91762 BOX 54153 'ARISTOCRAT' 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 101TYPE R-1 (WIDTH PER PLAN3,632 S.F. CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. , , X=3'} 1-800-482-6711 LOS ANGELES, CALIFORNIA 90054-0153 � CONSTRUCT ACCESS RAMP-PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 4 E.A. (213) 217-7474 SOUTH 9 INSTALLSTREET LIGHTSM 111MEN HPSV STREET LIGHTS BY SCE, PAID AND COORDINATED Y DEVELOPER. 11 E.A. NORTH SR/WOU 20' MVIOATtOn, SOUTHERN CALIFORNIA GAS COMPANY COMCAST 4 4 E.A. 3a 30' 0 ADJUST MANHOLE GRAD 216 N. EUCLID AVENUE 1205 DUPONT STREET 12' 18' 18' 12° 0.5' 1 INSTALL STREET TREES PER LEGEND ON SHEET 1/4. 69 E.A. ONTARIO, CALIFORNIA 91762 ONTARIO, CALIFORNIA 91762 t' 1' 1-800-427-2200 RES. (909) 983-9895 LEVEL LINE 1✓Ct�• 110( WA�U 1-800-427-2000 COMM, (PORTION OF RED HILL) r d.2a° s® 4' 1 ADJUST VALVE DOVER TO GRADE (WATER MA{N}. 5 E.A. ��, 1 E.A. 27. (DREMOVE EXISTING WOOD BARRICADE 2% 1.70% 1.7x9' 2.r 4' SIDEWALK r p` . 101 CUCAMONGA COUNTY WATER DISTRICT CHARTER COMMUNICATIONS (B)INSTALL WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STD. PLAN 131-A 1 E.A. `�� ... .>... .. ..,. .,:.,.. ••• ... .. •:• •. . •.•.•... ... .,.•, FOR SIDEWALK CONSTRUCTIdN �N� E�" N 7,�E 9641 SAN BERNARDINO ROAD 6680 ME PARK COURT DETAILS SEE CITY OF RANCHO CUCAMONGA STD. DWG. 103 �� 5 INSTALL FIRE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 134 5 E.A. RANCHO CUCAMONGA, CA 91730 RIVERSIDE, CALIFORNIA 92503 WATER 2®� 6 PAINT STOP" PAVEMENT MARKING AND LIMIT LINE PER CALTRANS STD. PLAN A24D AND A24E 2 E. 1-800-427-2000 909} 987-2591 CONSTRUCTION DEPT, A2-B CURB AND GU R PER STD. 104 COMM. C O STUART KING A2•�B C RB AND GUTTER PER STD. 104 3" A.C. OVER 4" AGGREGATE BASE MIN. (� / U �' INSTALL Rl (30") SIGN PER UNIFORM CHART SIGN, 1990 2 E.A. (909) 343-5165 SEWER lq! �. ' � 8 JOIN EXISTING CURB AND GUTTER. 2 E.A. ALEXIS AVENUE SECTION DETAIL �r:. �' i CONSTRUCT CURBSIDE DRAIN OULET PER CITY OF RANCHO CUCAMONGA STD. 107-B. 3 E.A. STA 1+35.63 TO STA 7+34.07REMOVE AND REPLACE CURB & GUTTER TO ACCOMODATE PARKWAY CULVERT/DRIVEWAY 90 L.F.L. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR NSTRU . . DII --ISE NCH U ON . �O -154--bF. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WEST EAST f _ 4. RE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SI TALL BE R/W R/w ALIGNMENT AND/OR , ROUGH BROOM FINISHED ACROSS CONCRETE 1 E.A. CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN / GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONAR MEASURES 2a 32 3 /NS LL MFA$95D AN17' , COWASTC hf APE'2 14AIA PVC- F AIC Tu c17-Y r PIgR S 1 19 TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON TH SE PLANS. TRAFF{C CONTROL NOTES COMMUNITY TRAIL PER 2• 1 E.A. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION CITY _STD_ 1.002 -A 9 INSTALL W53 SIGN AND POST PER UNIFORM CHART SIGN, 1990. PRACTICES, CONSTRUCTION CONTRACTOR LL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSI IL FOR � a:� 1 PAINT-BIKE LANE LINE PER DETAILS 39 AND 39A (CALIFORNIA TRAFFIC MANUAL, CHAPTER 6 "MARKINGS" , 1996} 366 L.F. JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ,,LL PERSONS `` � ANDr FIGURE 1003.2A(3} (CALTRANS HIGHWAY DESIGN MANUAL, CHAPTER 1000, 2001}• AND PROPERTY. THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMIT¢D TO EXISTING COMMUNITY INSTALL. R26(S) SIGN AND POST PER UNIFORM CHART SIGN, 1990 POST WILL NOT BE INSTALLED WHEN PROPOSED AT STREET LIGHT LOCATION 4 A. NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY A ID HOLD P.C.G. CURB AND GU R PER STD. DWG. 104ARCHIBALD AVENUE TYPICAL SECTION TRAIL PAINT CURB IN RED COLOR, 366 L. . DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WIT I THE PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE = DESIGN. INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA 2 PERFORMANCE OF WORK ON THIS P.C.G. CURB AND GUTTER PER STD. DWG. 1Q4 95 UNAUTHORIZED CHANGES & USES. E ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE WOR, O PAINT TWO-WAY LEFT TURN PER RANCHO CUCAMONGA STD PLAN 133 1395 L.F. LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MLI ST BE IN PAINT TYPE IV ARROW PER CALTRANS S . PLAN A24A. 1 E.A. WRITTING AND MUST BE.APPR OVER BY THE PREPARER OF THESE PLANS. PAINT 8" WHITE CHANNELIZ{NG LINE PER RANCHO CUCAMONGA STD. PLAN 133 (315 FEET LONG) 75 L.F. UNDERGROUND STRUCTURES PAINT 4" WHITE EDGE LINE. 486 L.F. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOW I I ON THEI M ff&k__ I RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER BY A;CEPTING OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY ND TO HOLD (*)NOT PART OF THIS IMPROVEMENT PLAN �t�/ opt/ tJE T . THESE PLANS EAST GROUND U11L1 PES OR 1 ,� �° ,a BYHtf�t/ .�' ASSOC. • UNDERSIGNED HARMLESS FROM ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDER (*}NOT PART OF THIS IMPROVEMENT PLAN EAST WEST STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORD EXAMINED. LOCATED WEST FUTURE IMPROVEMENT(*) PROPOSED IMPROVEMENT Y ED TO TAKE PROPOSED IMPROVEMENT 42' TOTAL ROW DESCRIPTION F° VL I '�T APPROVER AT VARIANCE WITH THAT REPORTED OR SHO ON RECORDS EXAMINED BY THE CONTRACTOR IS REQUIF FUTURE IMPROVEMENT } 42' TOTAL ROW DUE PRECAUTIONARY MEASURES TO PROTECT UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTIUT ES OR -4a' EXISTING ROW RESPONSIBILITY TO NOTIFY THE O TJERS OF -----12' DEDICATION -----�-�-30 EXISTING ROW R W 2 ROW DEDICATION BY WEST EDGE OF EXISTING ROW LL E THE CONTRACTOR'S �� SEPARATE INSTRUMENT R w ITE. IT SH A40' STRUCTURES FOUND AT THE SEDGE of EXISTING Raw SR/W WEST ED 30' THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING THE WORK. t�' R/w 12' 6' 10' 113' 12' 18' �' t N1. 0.5' 0.5' 12' * 6' * 10' 18° 1 ' . ' LEVEL LINE All* TRACT 16262 8 2'SHOULDER 0.20' LEVEL LINE 2'SHOULDER 0.20' ' STREET IMPROVEMENT PLANS UNDERGROUNG SERVICE ALERT zr .70% x�® r z% 707 lar ° 1.7a� i e tit TITLE SHEET CA LL- TOLL FREE _j 1 -800-227-2600 FOR SIDEWALK CONSTRUC11ON 4" SIDEWALK CURB AND GUTTER PER STD. 115 3 A.C. OVER 4 AGGREGATE BASE MIN. P.C.C. CURB AND GU R PER STD. 115 FOR SIDEWALK CONSTRUCTION " SSS DETAILS SEE CITY OF RANCHO P.C.C. DETAILS SEE CITY OF RANCHO P.C.C. CURB AND GUTTER PER STD. 115 3 A.C. OVER 4 AGGREGATE BASE MIN. P.G.C. CURB AND GUTTER PER STD. 115 ��4R' G(� q� TWO WORKING DAYS BEFORE YOU DIG CUCAMONGA STD. DWG. 103 CUCAMONGA STD. DWG. 103 �- � '`® Fti APPROVED BY DATE (FUTURE IMPROVEMENT) AVENUESECTION DETAIL (FUTURE IMPROVEMENT} SECTION DETAILKLUSMAN AVENUE KLUSMAN '� �% CITY ENGINNER R.C.E.i3889 I STA 0+00 TO STA 1+90.93 STA 2+74.21 TO STA 4+85.87 w c 27906 RECO DDESIGN NOTE APPLICABLE TO KLUSMAN AVENUE REGARDWIDTH OF E STREET RIEx o -31-o NENGINEERINGS VICES E FROM STA 1+69.40 TO STA 2+38.85 THE EXISTING STREET RIGTH OF WAY VARIES FROM 30' TO 40' ARB 7032 COMSTOCK AVENUE, SUITE 208 PLUS A VARIABLE DEDICATION WIDTH BETWEEN 2' TO 12' INSIDE THE PROPERTY LOCATED WESTERLY wHITTIER, CA 906x2 OF THE WESTERLY PROPERTY LINE OF TRACT 16262.. s�'�T I V 1�- ��'�� DRAWN (562}464-9445 SHEET . � OF �A�-�F� ARB 1 J GUZA R.C.E OF y E. ���" __ DRAWING No CHECKED ti r JEG ATE 05/27/2003 1LE N0. 19 46 - 1946 - - -- - - 1945 - - - - _ � 1945 - - - - - - _ 1944 - - _ � - - - - -- - - - , _ - - _ _ -_ -_ - --- --- - _ - __ - - _ _ - _ _ , - - - - _ - _ � 1944 - -r - - - - - - - - C4 1 4 � - � -� _ � - -- - - - - - _ __ _ --- - -- - -- - - _ -- - _---- -- - - - -- -- _- _ - - - : - _ - - - a - - � - 1943 93 - - - - - - - _ - - - - 1942 - - - - cl - - - - - - - - - - -_ ,� - - �, 1942 1941 _ - - + - - - - - - _ - -- N 1941 4 -r - --- - -• -- - , - -- _ $474__ _- -+ -- -- - - - - - - - + - - --- - 1940 - -- - - - - _ -_ _-- =_ _- 1940 - 1939 00f _ -- - 1938 - - 4 - - - - - - - -- - _ - -- - - - - - - -- - - - - -_ - 1936 - - - - - - -- 1935 _- - - - - ACE - - - -_ - - - - + -- - ► g - - - - - -+ - _ ----- - __ - _ _ - -- -- - --- - - + - - - - - - - - - - - - - eti Ln + w - - - 5 - - - -Q _ - - - - - - _ : PRD @ ACE - - _ - ILL-- - - #_ _ _ __ _ _ - - - - _ - - - - - L=37. 3 _ _ -- -- - --- ---- - - - - - - - - - _ - - -- - - -- - - - - - -- - - _ _ . - - - -- ♦C_ TERL - 1940 — — T - 1940 - — - - --- - --- -- -- - --_ -- - - _ _ - 1939 1939 4 - -- In 4 ____ __ _z _ - - - 1938 - - -- - L�,14 - - - -- - - - -- 1938 - — _ -- - - Li 1937 - - � + _ _._ }_ a/4: . 4 _ _ C N RL - - - _- - - 4 - - - _ - -- - - -- -- +-4- GRADE 1937 1936 - - - -* - - - - �-- - - - - - - - - - _ - - - - - - - 1936 t - 1940 _ - - Q - - __ - -- - - - - _ _ - _ ---- - -- - - -- --- - -�--- -- _ - - - 1940 1939 - } 1939 + - - - - _ - - OF , IN> - - - -- - - - - - -- - - - - - - - - -- - 1938 - - - - - -. - - 1938 1937 - - _ - _ - - - - - 1937 - - - - - - - — - -- - - - _ -- -- -- - - N - - - - 1936 - _ - -- - - - - - - r . _- 1936 4 - 1935 _ - _ _-- - _- � � __ - r - ---- - ----- - - -- -_ _ --- -- - -- - _ _ _ -- - - - _- � - - -- -- - - - - _ _ - - -- - - -- 1935 _-. _.. _ _. .._- - _ __. __. _ _.. 1 - -. __ -- _ -- -+ _ _ _- M 1934 - - - - - - ,� - - - - - -- --�- - - - - - - - PROFILE SCALES cEaT>R - r 1934 - - - - HORIZONTAL 1" = 30' - -_ -- - - - - -- --_ - _. .._ ---- - - - - -- -- - -- - - - -- - - -- - - - --- - - - - - a ti - - - - - - - f - - - - - - - - -- - - VERTICAL 1 3 1933 - - - - -. _ _ - - - - -- _ - - - - t - - - - - - 1933 - + - - - - - -- _ - - - -- - - - - _ -- - - 1 - - - - 44 1932_ - - + - - - 1931 1930 - - 1929 - - - 1928 - - -- - -- - - - - - - - - - - - - - - + + . 0+00 1+00 2+00 3+00 4+00 5+DO 6+00 7+00 8' ADDITIONAL DEDICATION 8+00 I ' 42.12 TC 8 C.F. FOR STREET AND TRAIL i PURPOSES I k I N I Sc*lj �I �� "T m T T 1— 52' O ^ I p I ,o o �i3 �i 3 ,;13 - 0I �I� ! WATER LIME (EXISTING) 7 � I I � R. �' I r I 6 �'`�?!� $ �+ I I W 1 ; ! 41. T 3+t 2+ x>> 5 I 4 I ' 3 2 � �, ' 2+89.62 .C.R 8" C.F. TYP. ( I x I x`ti�` I YE-,- (D j GA� LINE (EXISTING) i R 82.81 100.00' 95. I I I I 1 TYP.1 I..3 /W R/w 100.00 00 I I FHYo RAN /yy 100.00' 100.00' 84.79'• R/WN-----N-89 -r-�rg ------------------ g — ------------ 8"0 SEWER MAIN C p9 � b'0315 W -�- -�--�--------- �--- 1- _80 WATER MAIN - T - ---� �� 8 --- ------------ '�. �. CA cc Ul •/W RW FHr s mw 1 �, """129.17' 120.01 R/ '20.61 RW+ + S + 1 TYP. 110.60' R/W I I I wo �.�. � 1 TYP. 97.20' 97.20 85.211+ . . �' �I_ + I ¢'` �Q Z � FLO LINE9 I +' x�,�, ��a� xti� ,� X�6B ��� Tip �,I 1 O NI �' a 11 I kx 12 ( I `° W � 1� 8 0 SEWER MAIN(PROPOSED) 34,82 TC f g W � 1 u- 14 I 15 4- °0 ,+ .62 .C.R. �SEWER LINE 8 C.F. �- �' ,�, ,�+, 10 PIPE LINE EASEMENT I 1.1 T� I �I o I 8" C.F. (EXISTING) IN _ AVENUE oALEXIS o4- N+1 i3 X13 + ; ;,, Y DESCRIPTION OF REVISION APPROVED STREET CONSTRUCTION NOTES: TRAFFIC CONTROL NOTES: C I TY O F' R A N C H O C U C A M O N G AO CONSTRUCT 3' MIN. A.C. PAVEMENT OVER 4' MIN. AGGREGATE BASE (SEE GENERAL NOTE 10) ® PAINT "STOP' PAVEMENT MARKING AND 12' SW LIMIT LINE PER CALTRANS STD. PLAN A24d AND A24ECONSTRUCT A2-8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. 104. ©INSTALL R1 (30") SIGN PER UNIFORM CHART SIGN, 1990 PLAN AND PROFILE ® REMOVE EXISTING P.C.C. CURB AND GUTTER ALEXIS AVENU®INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. PLAN 401-A AND POST. CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 106-8BENCH MARK FROM A HI A A L MAN AVE. CONSTRUCT 4' P.C.C. SIDEWALK (W=4') PER CITY OF RANCHO CUCAMONGA STD. 103 DESCRIPTION : TRACT No. 16262 m CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. 101, TYPE R-1 (WIDTH PER PLAN, X=3') FD 2" BRASS DISK IN CONCCURB STAMPED "CITY OF RCHOESsr® CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 AT NW OR ER 10105 IBAL �CURVE � R L AT NW CORNER OF ARCHIBALD � �• .q � AP�KC�E�. BvGATEINSTALL STREET LIGHT 5800 LUMEN HPSV STREET LIGHT'S BY SCE, PAID AND COORDINATED BY DEVELOPER. AO80'02'53" 27.00 37.72 AVE do HILLSIDE RD 3' N OF Z CITY ENGINNER y-4 - `� � R.C.E. 23889 ADJUST MANHOLE TO GRADE UNDERGR0UND SERVICE ALERT " BEGINING OF CURB ELEV.= 1864.7c 279osB 90'33 30 27.00 42.67 DESiGN Exp 03-31-06 HBS ENGINEERING SERVICES @1 INSTALL STREET TREES PER LEGEND ON SHEET 1/4. CALL: TOLL FREE © 89'28'35' 35.00 54.66 « • ARB 7032 COMSTOCK AVENUE, SUITE 208 jWHITTIER, CA 90602 ADJUST VALVE COVER TO GRADE (WATER MAIN). 1 -800-227-2600 p0 90'31'25' 35.00 55.30' 4TF C l V 1�. DRAy,� (562)464-9445 SHE: ®INSTALL FIRE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 134 TWO WORKING DAYS BEFORE YOU DIG ADD 1900.00 FEET TO ELEVATIONS SHOWN ON ATTACHED STREET PLANS OF Cq�\F ARB 2 4 EO 09'2337 100.00 1 16.40 TO BE IN AGREEMENT WITH ABOVE DESCRIBED BENCH MARK ELEVATION. XE. GUZMAN R.C.E. 27906 O ROUGH BROOM FINISHED ACROSS CONCRETE CHECK-1 CRANI' G No. JEG DATE 05Z27Z2OQ3 fILE No. O c 2+a0 3+00 --Emma annomm�illillil 11 im 4+aa 5+ao a+aa 1+oa P VERTICAL 1 116 4 5+00 +aa 2+ao 3+a0 11 0+00 1+aa COMMUNITY EQUESTRAIN TRAIL i PRIVATE BENCH MAR R CURVE L DRAINAGE EASEMENT CONSTRUCTION NOTES: _�" CO EASEMENT DESCRIPTION ° 6 A 90'31'25» 35,00 55.30' FD " BRASS DISK IN CGNC NO I,�}CONSTRUCT 3$� MIN. A.C. PAVEMENT OVER 4_> 10 ,,AGGREGATE BASE (SEE GENERAL NOTE } C 8 + -4-1 li CURB STAMPED "CITY OF RCHG PER CITY OF RANCHO CUCAMONGA STD. 104, � s�OSEWER LINE(PROPOSED} B 89'2835 35.0a 54,66 CUCAMGNGA BM 10105 197" CONSTRUCT A2-8 CURB AND GUTTERPRIVATE C AM CORNER OF ARCHIBALD 3Q REMOVE EXISTING CURB AND GUTTER DRAINAGE EASEMENT AL 1 " ! AVE & HILLSIDE RD ' N GF GAS . 106-8 ° u' � "•'° G 8 I � ._ CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA + BEGINING OF CURB > NOT IN THIS SHEET f '�' '�-' '�' ` LSV. 1 •� 5 CONSTRUCT 4 P.C.C. SIDEWALK (W=4) PER CITY OF RANCHO CUCAMONGA STD. 103 ( } I �- "' , � "' cn C co SAW CUT CLEAN, STRAIGHT EDGE (SEE STRUCTURAL SECTION BELOW) TRACT BOUNDARY �' + t ADD 1900,00 FEET TO ELEVATIONS SHO ON ATTACHED STREET PLANS 1$ a 8 00 6 f CT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 EQUESTRAIN TRAIL I 4 4 8+)5.50 B C R TRACT BOUNDARY 8C), CONSTRU 7 ° � 8+a6.39 B. . N ' TO BE IN AGREEMENT WITH ABOVE DESCRIBED BENCH MARK ELEVATION. PAID AND COORDINATED BY DEVELOPS EASEMENT 7 i INSTALL STREET LIGHT�OOa LUMEN HPSV STREET LIGHTS BY SCE, � ���E� G 8 EQUESTRIAN TRAIL a,�, �` C) O ADJUST MANHOLE GRADE DRIVEWAY APPROACH °;; + a �9 ���G \A `� + E�� 183.72' a R/W 183.12 R/W 11 INSTALL STREET TREES PER LEGEND ON SHEET 1/4. 1 � R/W R/W R/W ,�; n, p � -- -20 COMMUNITY TRAIL— + ADJUST VALVE COVER TO GRADE (WATER MAIN), _ -__ 2G COMMUNITY TRAIL 1 ARCHIBALD AVENUE STRUCTURAL SECTION _________________ R 59.78 TC INSTALL FIRE HYDRANT MARKER PER CITY OF RANCHO CUCAONGA STD. PLAN 134 : : ______ _ - 8---------- CONIC. CURB (EXISTING) o e o 0 0 0 ® -- —=— — — — __--- ---_---_-_--e > _e =_ _ . __--- ___ _ ___ __ ___-- 0 o o � _ _ __ ___ ____ _ ___ _ 5 A C LAYER LANE ___.___ __ __.___ ____ _______ __ _______ _ - - -__-__ ___ ___ _ _ ____ _ __ _ _ _ _ _ ___________________ R. FU 1RE BIKE _____--_______ - _____ --_ _ - _-_-_ -__ -s--- ._�� --�- ��R__ ^_�_ _-�� ____ _ � _ 8 JOIN EXISTING CURB AND G -- _________ __ ----------- -- _ _ �- -- _ GUTTER (EXISTING) 107-B. _ ___ ____ _______ _________ __ ___- __�_______________________________________ _______________ k®® _ _____� __ _ _ _ _ _._ _ ___ _ _._._._, .__._._. _._ _._. _._._._ ._._._. ( G CONSTRUCT CURBSIDE DRAIN OULET PER CITY OF RANCHO CUCAMONGA STD _- -- - - _ _ _ _ _ _ _ _,_._..�._. ._._ _._,_,_._ -- _ �' ° _18" CONC. Erl CO WATER LINE . ,_._.� _._ _._. _. _._ l t 0 �' `�' �` �� ``� 6� I 1 TYP.� ATER LINE (EXISTING} 6 EQUESTRIAN REPLACE CURB GUTTER TO ACCOMODATE PARKWAY CULVERT/DRIVEWAY SEWER LINE 1 TYP. 6 � 4 ; 6 °° •°o I l� 16' 6 �' '� DRIVEWAY WATER LINE REMOVE AND 6 c� 1 5a DASH ° PROPOSED SMH 1 C� ,��, °� ° r } �' `� i GAS LINE(EXISTING} -y �_ _-- �, ROUGH BROOM FINISHED ACROSS CONCRETEREMOVE THE EXIST G � 1 6' p � � I EXISTING SMH ---------- ROUGH ------ 6t- - GAS LINE - _ _ - _ ____ _ 4 CURB&GUTTER O `,' _ - DRIVEWAY APPROACH `n 6 SEWER LINE(EXISTING} SEWER LINA(PROPOSED} ; �` _ — _ _ _ ROPOSED S N ' ° 00®25'20" W _ _ _ _ '_---__ _ _ �' r` CROSS—GUTTER ° -4- A` {1 C-x Q C A 1 L- "�` ® ` - 00 _ _ _ ,� PROPOSED SMH ii ` T �' _ _ _ _ I_ SEWER LINE(EXISTING} _ _ _ _ _ _ _ _ _ _ _ _ 6" AGGREGATE ASE y 14GLO �' ` ANS (50;1 - 600 _ _ _ _ _ _ _ -----BAY TAPER-90'______ _ _ _ _ _ _ - - - - - c. t�T ` �0 6' _ 6' TRAFFIC CONTROL NOTES ��' CHIBALDSTORAGE-75' I AS LINE(EXISTING} I _rENUE VEMENT MARKING AND 12 SW LIMIT LINE PER CALTRANS STD. PLAN A24D AND A24E I A"Vr ����FS __________ (*)REMOVE EXISTING AC PAVEMENT 2' MINIMUM BEYOND 6 PAINT STOP PA ____ ------ ----------____________^_^P_A___==_`==_---^ = P=A- ^__-_-_ -- --_ THE EDGE OF GUTTER. 19 _ _ GS - ---_-_--__----------_____--------_---_______________________________.___._________________________._._____.________ _-_____-__-____ ��---- ---- r- ---�� S 39 AND 39A (CALIFORNIA TRAFFIC MANUAL, CHAPTER 6 "MARKINGS" } _.-__-_-__.---_---_-_-__-_.__----_-___-_-_ _ R DETAILS -- -�-- - LANE LINE PER ( .�� c � r�- >-� °PP >o t BIKE LA -_—__---_-_-_____________��-___________-�.__-_�-:ro�==��-__-�n=_=--_:-�-_.__�___�---.=�-w-=�-_.��-____._-�__�--___-_ (5 PAINT AND FIGURE 1a03.2A 3 CALTRANS HIGHWAY DESIGN MANUAL, CHAPTER 100x, 2001}. - _ --�° _ _ LP TP ,r ` L '�` ,_r A c } c a a rrr. it s"s o�� e_ _—______ ____________�e3 t ___ ___ _ _ _ _ spa owv fFr f r H .;. t a r P P r^a tot f'o`t i , 4 ffrr foe fat _____ tot CHART SIGN 199a __�______-__------------_______________F o`�___�____.___� t 0 e °°� $0` :°> dQ; �_p -f ,, _____ __________________________ __ UNfFOR ,�� ALL P26 S SIGN AND POST PER '"` 'Y° w d t r INSTALL ( } f o` SNS �`� EXISTING ST EMEN f a t ,_. �o t ti�, t„,,, ' T BEET IMPROV � _ _ LIGHT LOCATION ____________�________________ _____________________________®_____®________________________�_______ ti, , POST WILL NOT BE IN416 WHEN PROPOSED AT STREET ________________________________________ o_______®_________ NORSE TR ___ _._________-_______________ _________________________ ,�, NORSE TRAIL AIL COLOR. ,-, ______________________._____________ ` ° ' f ON ARCHIBALD AVENUE a'®`" 11 ______ _____________:._____________ _____ PAINT CURB IN RED C HORSE TRAIL c -- � I� ; C ; II _ _ ®A AND POST. ®®___________________________._________________________ �, ' E e _ ^ __ f CITY STALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. PLAN 401 ______________________________________________________� °��______________ IN a� � I " SNS STREET NAME SIGN ; ; � '- I '� I � '� t " EXISTING STREET LIGHT DESCRIPTION QF REVISION APPROVED T e SOLID DOUBLE YELLOW LINE PER RANCHO CUCAMONGA STD. PLAN 133 I EXISTING STREET LIGHT PAIN ; II TP TELEPHONE POLE w '" UNDERGROUND SERVICE ALERT PAINT TYPE IV ARROW PER CALTRANS STD, PLAN A24A. I rE LP STREET LIGHT e poi IIT ��` ,�T°°� � 'A � '" HANNELIZING LINE PER RANCHO CUCAMONGA STD. PLAN 133 (75 FEET LONG} p >_d PAINT 8 WHITE C I °6 i T FRE o ;LEFT TURN 6 eE PP POER POLE k PAVEMENTPLAN " ' ` " FIRE HYDRANT ; ; I if PROFILE2600 PLAN AND TWO WORKING DAYS BEFORE YOU DIG �IIW M WATER METER IN w a a< EXISTING TREE a� ,-r TRACT No. 16262 SAL 1 Ess r t n �.� DATE 60 6, 6, X44' '. ,� �``� APPROVED BY CITY ENGINNER R.C.E. 238 9 _ _ � _ _ _ _ _ ;T6 .. �.' _ _ _ _ _ ----- C 27906 � RECO ENDED uj ® ' x .0 - 1—O DESfGN N INEERIN RVICESARCHIBALD 6' AVENU ARB 7032 CQMST®CK AVENUE, SUITE 208 _ - �9 �. eDRAWN '""(562}464 9445 SHEET - " STORAGE-75' TRANS (50;1} - 600' - TF F CA•L`F � 4� TRANS (50:1) 600 BAY TAPER-9a ARB OF J E. 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-- - _ _ - + - - - - - - --- - n- - - _1 - - - __ - -- _ - - - -- - -- - _ - - - - -, - - -- - - .__ - - -- -- --- - - _ - -- - - _ -.._ _- - - - - -- - ----- -- - _ - - - - -_ - - - -_ - - -- - - --�m c tIt - +� - --- - - -Eq - - -_ - --- -- -- - - - - - -- - - - -- - - - - -- - - - -- - --- - -- - - -- -- -- -- -- - - - -- - -- - -- - - - -- - -- --- - - - -- -- -- - __ _ - - --- - - -. -. - - --- - °_ - - - 1+00 2+00 3+00 T' 4+00 56.96 FS �� E.C. 4+7810 6+00 �' NEW EDGE of 1914 ' NQS CONVE CCOICTRUCE OF'�RcOADWAY RRUINCIFF PAVEMENT(**) N FOR a NEW EDGE OF o� 57.76 FS 1912 � FRI PAVEMENT(**) o, D (*) AREA TO BE GRADED TO PROVIDE _ TRANSITION TO CONVEY CONCENTRATED _ -, R RUNNOFF TO THE UNPAVED ROAD TO 1910 0+00 W d+00 ALEXIS AVENUE- �g c - � � z -- W +36.42 KLUSMAN AVENUE NEW EDGE OF zo 01 _ _ THE SOUTH o� � 1+7 .40 N rn EXIST. ASPHALTIC -- f TRANSITION ROAD AREA EM. ASPHALTIC �' A - + PAVEMENT(**)- _ _ To eE REMOVED) R - "� + °° SCALE 1 �� (**) EXTEND PAVEMENT 2 FEET BEYOND TO PROVIDE FOR 90'(*) 4� aiRe(ro REMAIN � � i I SIGN X �; - - , - 4+83.47 -3d _ _ -- __ - -_ P + 0M. ASPHALTIC ;3r N -� CURB DRAIN q A 10 FEET LANE AND 2 FEET SHOULDER. E�osr. ASF+NAInc 34� - cu"( eE REMovEo) r*� -=_= 2-,f- -227. - _ '`' - W;HKTo BE DEMOLISHED) 16. TRACT BOUNDARY ;; ``` - r' n '.. _ ' - p0' E--- __ _ ® TRACT BOUNDARYjj% - �-� _ _-_- CONSTRUCT 8" A.C. DIKE FOR ", , LUS AN- . A - _ - Is _ _ - - -- • a. p CONVEYANCE OF ROADWAY RUNOFF O + l-- - - • R/w 'L- ••�'+._ - - - • KLUSMAN AVE. STREET CENTER UNE IS ESTABLISHEDI .rE. _ _ _ 0' 15' _ _ _ _ 4 _ _ - - N _ - l� • BASED ON TRACT 16262 SURVEYING MONUMENTS. 6,� �`` E10STINc PAVED ROAR - - __ --� n - - o B' 1 B - S O�'25 T7 W B' T FLOW LINE C 6 ® W EQUESTRIAN TRAIL 58.57 TC AREA TO BE DEDICATED TO THE CITY OF ROADWAYENT FOR PURPOSES CF C, N • ® RI 195.43 TYP. EASEMENT + 57.90)FL M RANCHO CUCAMONGA FOR STREET AND �'� 7VE7 W � E.C. 4+78.10 HIGHWAY PURPOSES BY A SEPARATE INSTRUMENT. LR/W- ��D W ® ® R W ® d�) � , - ® 6�. o, f TYP. 57.96 TC 8" CURB CONSTRUCT 8' A.C.0 DIKE FOR t- / EQUESTRIAN TRAIL �-DRAINAGE EASEMENT CONVEYANCE OF ROADWAY RUNOFF 191. 3 °�' DRIVEWAY APPROACH i EQUESTRIAN TRAIL � �• 1 � �/ '� , CONSTRUCTION NOTES: DRIVEWAY APPROAC 4 w n TYP. o `��' + B.C. 4+66.81 � CONSTRUCT 3" MIN. A.C. PAVEMENT OVER 4" AGGREGATE BASE (SEE GENERAL NOTE 10) 90'N - N W e7 0+46.17 E.C.R. 9 1 N 57.34 TC 8" CURB TRANSITION ROAD AREA o � + rn±4 + 65.0 � CONSTRUCT A2-8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. 104. I -�o ® REMOVE EXISTING A.C.C. CURB AND ASPHALT EQUESTRAIN TRAIL___ C o c� W=20' EASEMENT 8"C.F. __ (1) CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 106-B a Q. 7 T #ENUE --�DRAINAGE EASEMENT KLUSMAN z " C.F• 9 ® SAW CUT CLEAN, STRAIGHT EDGE. TRACT BOUNDARY = • ® CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 11 ® INSTALL STREET LIGHT 5800 LUMEN HPSV STREET LIGHTS BY SCE, PAID AND COORDINATED BY DEVELOPER. SEE SHEET 2 OF 4 DESCRIPTION OF REVISION APPROVED ®ADJUST MANHOLE GRADE 0 INSTALL STREET TREES PER LEGEND ON SHEET 1/4. BENCH MAR K CITY OF RANCHO CLTCAMONGA ®REMOVE EXISTING W000 BARRICADE DESCRIPTION : ®INSTALL WOOD BARRICADE PER CITY � RANCHO CUCAMONGA STD. PLAN 131-A FD 2" BRASS DISK IN CONIC CURVE Q R L CURB STAMPED CITY OF RCHO 0 80'02'53 27.00 37.72 PLAN AND PROFILE ®CONSTRUCT CURBSIDE DRAIN OULET PER CITY OF RANCHO CUCAMONGA STD. 107-B. CUCAMONGA BM 10105 1987" KLUSMAN AV E N U E © 90'33'30" 27.00 42.67 AT NW CORNER OF ARCHIBALD 249.45 FT. NORTH AND 236.42 FT. SOUTH OF ALEXIS AVENUE ®CONSTRUCT A.C. DIKE PER CITY OF RANCHO CUCAMONGA STD. PLAN 104-D1-8 DIRT ROAD 15 AVE do HILLSIDE RD 3' N OF C 09'23'37" 100.00 16.40 ®CONSTRUCT A ROUGH SURFACE (RIP-RAP) PER DETAIL HEREON. BEYOND 2y m n AC PAVEMENT BEYOND BEGINING OF CURB _ D _ -� ELEV.- 1864.770 DD 10.46144" 60.00 11.29' TRACT No. 16262 6" MIN o p 0 a 0 6-MIN -� T ESSIgy ADD 1900.00 FEET TO ELEVATIONS SHOWN ON ATTACHED STREET PLANS �v0 �,, ct/ TRAFFIC CONTROL NOTES 4 TO BE IN AGREEMENT WITH ABOVE DESCRIBED BENCH MARK ELEVATION. ,�4Q` , �q �'�c, A"P )OWED B`' DATE ®PAINT "STOP" PAVEMENT MARKING AND LIMIT LINE PER CALTRANS STD. PLAN A24D AND A24E MIN. 6" RIVER ROCK WITH " c� C 27906 CITY ENGINNER /t !/' ,(i� r_�-_ `�" R.C.E. 889 ©INSTALL R1 (30") SIGN PER UNIFORM CHART SIGN, 1990 WITH A MINIMUM 3 EXPOSED UNDERGROUND SERVICE ALERT ®INSTALL W53 SIGN AND POST PER UNIFORM CHART SIGN, 1990. FOR ROUGH SURFACE. DESI;N rEC5�). ND Exp 03-31-06 HBS ENGINEERING SERVICES �'`� &_�L��� CALL: TOLL FREE ARB 7032 COMSTocK AVENUE, SUITE 208 ® INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA 1 -800-227-2600 s�qr C�V� ��P DRAWN w"(ss2j4sa x44502 SHE11 ®PAINT 4" WHITE EDGE UNE. F OF �F ®TREES TO BE TRIMMED FOR SIGHTLINE TWO WORKING DAYS BEFORE YOU DIG CAO- ARB Y/ � 4OF 4J. . GUZMAR.C.E. 2___CHECKED _f, J,`_.- � f � _ _- DRAWIN,., N�. JEGDATEQ5/27Z2003f(LE No. ��� _LJ ., ., C. �._, u I ,, -.; ,,c> IV CI t XI`;}ING - r - iso C:a:'_ rot 11 -,1.. '�jl ., - r - , iA 9 w . ... ! ' ,.., ,0 1 Q J P - .. .. .. - L3 Y r ON .. _ �.::-My , ! a,. , _ , �_ V r , __ :_ _ w , M1� ( _.... r _`—. .. _....._ _ ..0 cs. ,^,..,w° L:..J I::::XI. I+'>I,.7 4r f11{::.. _.. . _ - -' _ yr .....-.....; .r. 4_. r ., ,'- ✓a i�38 ._ - r -- 4 _, _ - - -- r. __ ,r I"... _ �V) LI-11 rl -I,--, --- - ­7 --- -- « x7 1 y _ i. - .✓ t _µ E � I r - I I � � 1 zl G ------------------------ --------.----- _ _v.. ----"'--T------------l--- —--.-.-- -—--.— -1.1 .. 1-11, - I- I-- — - � --- ----"-- — �—-1 � -- _.. _..--- _._�. l.---------------- --------- I I — I — �� " r I ,c,4 1 .. ,-� -i , - .. , I ---------- --------------------- —F ---�7 { , Thi _. r F c a . r .... _ .q.... .C7 -.w,.. .-_ -. , r r .. 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T31K y-- __ _ ----. - - Y�. ____ SJ.N( }_r- - _-. _Y. . _ _ E T ACT 6592: r, __ C; 11" � 7 �� ;,.... y_ �r- I t, f -- t.:-a@: .IIFL... .. ... .. f - 5�5 11 ham. ... , : O ..M + C7f , , /. ..... ,,.y. ,7 " ::r „ r^ :/ . , PR POSE FII F ,. o N ED S R AC +-- N _ f - _. .+.� ; _ _ r7 r,, LI y , .a --- - h �- + NTE 1NE- _ - - C__ ___. , - _ _ --it- to r f W,. „. r^ __ + ! _ - + x> i r... ..N_ r.1,. r — -- .,... ohf N a: n ._._ r f,._ c ` - Qcn -r., ,.+1 L.r, I til - r :�- r" : , , _ _ _. _ _ . —_ ( __ ' — r- /.��.� l I _ 4 7 c " , _._.----__.._.—.. _. malc�w - I r __.._ __ _- F R C KILN ATtOcz) I!, 1 AGR � T .. J E T ACT 169 ELATE LINE11 a: W „ _ _ _ __ _.__. l , co. .. ' .- , w ,cta _ �, 3-1 .w/ , r ¢ ^. ...139 r- }- - r,' _'. {. I , ,, _ - rn y _ f ��- ;2 __ + _ ROP {J EAST T + n � _ _ _. _ _ _y - _ - - --j----- _ _ _ :—��K ,oa—< _ _ .. N - N _ .. .. .. _ E TRACT 692 - __ , ,. PROFILE SCALES :J-----L-- I 0� H - + , - � � EXIS ING G OUND HORIZONTAL 1 30 °" VERTICAL 1 6 -- _ — -- - ..__. _ ._ , —_- - __ -- r'll _ _ 948 _ — _ _ _ _ -- -----—--------1-----t-,--I-- -----------,-------- I. 1-1--.—_ _ _ _I �� I —L-----—, A4C I 6 .74 : 8L _ _ - 2+00 3+00 _--1%7 IV �i,,� � ,J ) r.,1 `,+Gt, h t _ , i 1 7 f NEW EDGE OF ,�.; r � I r' t� � -1_�� CONSTRUCT S' A.C. DIKE FOR "`r' NOTES «* �.� ;,;. 7 7( } CONVEYANCE OF ROADWAY RUNOFF ; PAVEMENT( ) P� y� Y / U I / d TRANSITIO "F6� ONCENTRATEDAlBE GRADED TOP Q _ yr 7 Cr t ��, ,I rl ` RUNNOFF E U CA TO Z 1.{ 1YLNl� I� <r - cx , ; �:I r ----- �f + W a �F I �6 �� �t, n n �C� � �{ ) M I t:i r•� N61.. w r:, t� ,i� �� �, a ' r � �._ �: _ XIST. ASPHALTIC { _ __. CJf,rs('f 3; MCV ' {3 ._._ p�`h4C f- -✓-,.. .vl r� i:L >�.: c,..I f U OUTH d SCALE 1 —30 ��� ,___ , 1I ,.�, , "I / a / frj CURB(TO REMAIN w } ( ) EXTEND PAVEMENT 2 FEET BEYOND TO PROVIDE FOR nH O " --- *# S , ._: ;'� 1,,%:% 11 _.. _,�I. �• ._.,_ --l' 7�� - , ") - --1-i Q J-�- i, ', I t, r r� >t J „l.,3 /i.7 h/1,..1,� .I 1(✓ __..._._,�.-.._,/�.__. ,`;,,,; -_,' '.gi n ) 'r, rr.. `; �.,.., �''IC,r:a �� :_....-,... I _-:._. / .,,. _31 i..{.J I\L; DRAIN ly A 10 FEET LANE AND 2 FEET SHOULDER. a: �1' ! <_ : : .._ -�._ � t �,v�. t, 71 ��t .� - __ _.. EXIST. ASPHALTIC .:. ") 7 r v,..� b�' �� HAL C - - -- I l I 1 s : q ,,. „ ,,. ..,- .1 _� __._ .._ .J�� ;.. �,, 2. rtt_NJ _-': v i r ^.Ys. 1 '.,..y !- ^R'`"'y" ;✓ _..__._ -- - J J,,, i...--",_ f_,_ .. 4:- -.:7.,,:d:^..,�:,;: L .r„F ,�.� .. ......_ CURB(TO BE DEMOLISHED) 16 TRACT BOUNDARY ,-� r -, , ' ._.. - �'. - -.- r, '�`w Jl -- �`_ .T_ �;' , k ( ._.: „ r e, . , , a°1 "I TRACT BOUNDARYIlzz 4 ?��s ,- . �p� - _ - "w � f A a jItv, YII , 11 I �,.�� "� m �' }, / l' t i / C ./�...% /' / /.',../� '.. 4,, ........!' .r':..`P r�,.; i,, .. -..,'i 'i _.___ ---_.;L :.:'..._. "..�:_.:.:r:`x.r , r...- , �.....9 -' __..1,_. I !. r VV ,II \.,: q 4L. a: LUSMAN AVE. STREET CENTER LINE IS ESTABLISHEDW = _-_ - '° ""df' 4 ' - ! t _ _ ---_ {y�g''q}�j•�''� Two / - 11 I'I ,-,,,.',")--" I.... ,K 7..,.,`�e, - - ,C-il. ,f Y-j ..c- ' _ m I / '� '-.1, -i" I �.. A - ,,, ,,1 _. K_. [$ I'll BASED ON TRACT 16262 SURVEYING MONUMENTS. a A _ _ _ .� ,,y, 4 N _ ,4„. r' .' {' ,.' -.- ..-.f. ,,, I 1i { m / n 6+00 6 o f 7 "7 -—-—- -—-—- _ -- l?1 r, ,<. !_ r. a -.._........ l• _....._-.._J�._ ......_:,,. s'.._ ,� 1 :4F.:....._ \`��, f.�: _ !� '.SIJ. .,,C�,�ptr,,,`•< Kf,1 ��``.,v_._�'s J t f r 1 Yw f, _. , I 4, AREA TO BE DEDICATED TO THE CITY OF - -.- r �« 11 -+ { 7 __.._. L. .__ yr r; ' O W ,4c J ,., ...,, ~» J-�, "®.. ; di It,- },%-, i J1 �. 1 �i \`� _..� b Ca V//A RANCHO CUCAMONGA FOR STREET AND TR 16 5 9 H E o _, - �. `X y ` <. � .; / �',, �, ; q,.; - _ . � �a ' �. HIGHWAY PURPOSES BY A SEPARATE v 1, x ...,, `,, ,.i � r } (;. 1 1 -------------- -- TJ • I_I Ih m _..=uy�`t Ii ,. �'` rl r'" , d 4 .t �,`, F� s_ Ii , , INSTRUMENT. i __# 0-�= Y, YYf a 6 V i i mt®ot ......,,�. s i • ..m..,m. " I .::..m.: „' �,,,,.w=/.�.� ���'J.?!, ia,;m-_a:�.: -§ d / a., /�j -)1 ✓ .. __..� {LL (^ vli tri ..-.... C.F. C5 { �a �Ao , P1 1(�- _.:.�. 1 �,i,� � i Ilii, --————————— ------ _ , . 1 23 0 ti '. Ii ti - rn IInnII������TT��n^I 4iI Jl7jLAL�— s3' CONSTRUCTION NOTES: =3 z�3 a= 9 I - QTYP. r� + I " 2 t ;f � I � ,� 1 f SEE TRACT 16592 0 i � II I _ II ` 7! I �I r ��, _� O CONSTRUCT 3" MIN. A.C. PAVEMENT OVER 4" AGGREGATE BASE (SEE GENERAL NOTE 10) I ':i iG !I� t,,� „` ti � `” rf " 7 t {c L �I��7�d EQUESTRIAN TRAIL I �?�- 1 4, «, �� , � ''Y X11 Q CONSTRUCT A2-8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. 104, DRIVEWAY APPROACH— I I w [I J` I � i'"''1 if ' G ;L) i c +I I I-!f-,J J, I.- h VV:.2"" EQUESTRAIN TRAIL I I o F5 i I r� D REMOVE EXISTING A.C.C. CURB AND ASPHALT —�---'I I I I �� I �,I { , <,I CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 106-8 EASEMENT � ' I� tl_ '= I TQLSTOY RANCH ROAD ,, _Tt . ® SAW CUT CLEAN, STRAIGHT EDGE. TRACT BOUNDARY I - I- ----DRAINAGE EASEMENT I ! I. ® CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 1 1 (KLUSMAN AVENUE) S�i �i SH�i�i'I' 2 �I'i 4 ,& ADDED THIS SHEET f--e,7-03- ® INSTALL STREET LIGHT 5800 LUMEN HPSV STREET LIGHTS BY SCE, PAID AND COORDINATED BY DEVELOPER. CITY Q ADJUST MANHOLE GRADE CURVE 0 R L DESCRIPTION OF REVISION DATE APPROVED Q INSTALL STREET TREES PER LEGEND ON SHEET 1/4. Q,l� f�G O?,1511 "I/,-t �I�2 C ITY O F RAN C H O C U CAM O N GA ®REMOVE EXISTING WOOD BARRICADE tU-� -" '1;,, % ,A; 111 ;i ®INSTALL WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STD. PLAN 131-A ,; r z „ ., PLAN AND PROFILE �: a ,1 �,,. „I h F u Q CONSTRUCT CURBSIDE DRAIN OULET PER CITY OF RANCHO CUCAMONGA STD. 107-B. 15 cj TOLi9TOY RANCM RO ID DIRT ROAD AC PAVEMENT BEYOND `E 08'0432" 440.00 62.02 (KLUSMAN AVENUE) „ETA 16 449A' BEYOND BENCH MARK O LZTT Q 2%m,L' DESCRIPTION Q�OF ESS/0 249.45 FT. NORTH AND 236.42 FT. SOUTH OF ALEXIS AVENUE 6" MIN a a 0 0 r6" MIN FD 2" BRASS DISK IN CONC 0 08'06'35" 560.00 79.26' o��-S C. L -,r CURB STAMPED "CITY OF RCHO " � art TRACT No. 16262 4„ 4 © 08'06 35 542.00 76.71 TRAFFIC CONTROL NOTES �- CUCAMONGA BM 10105 1987" - -z DATE -- z _'- AT NW CORNER OF ARCHIBALD H 08'05'58" 458.00 64.74' . 28781 m APPROVED BY ®PAINT "STOP" PAVEMENT MARKING AND LIMIT LINE PER CALTRANS STD. PLAN A24D AND A24E IN. 6" RIVER WITH AVE & HILLSIDE RD 3' N OF O FOR QON � Exp. 12/31/06 CITY ENGINNER R.C.E. 23889 Q INSTALL R1 (30") SIGN PER UNIFORM CHART SIGN, 1990 WITH A MINIMUM 3 OSED BEGINING OF CURB FOR ROUGH SURFACE. ELEV.= 1864.770 *� \P DESIGN HUNSAKER & ASSOCIATES RECOMMENDED ®INSTALL W53 SIGN AND POST PER UNIFORM CHART SIGN, 1990. &—����� UNDERGROUND SERVICE ALERT C I Viffm�'� Off. CN I R V I N E ING 0I N C VEYING —69 4/ ® INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA CALL: TOLL FREE CF CAL F 'Three Hughes -lr*^ CA 92618• PR(%9)583.010- FX(9)M-07 9 ®PAINT 4" WHITE EDGE LINE. ADD 1900.00 FEET TO ELEVATIONS SHOWN ON ATTACHED STREET PLANS DRAWN SHEE ®TREES TO BE TRIMMED FOR SIGHTLINE TO BE IN AGREEMENT WITH ABOVE DESCRIBED BENCH MARK ELEVATION. CN 4A OF 4 JAMES. C. LANE II R.C.E. C28781 TWO WORKING DAYS BEFORE YOU DIG CHECKED EXP. DAIS: 1 oe _ DRAWING No. JLI DATE FILE No. 1 908 F:\0043\Engineering\Tr 16262\IMP_PLAN\sheet4A.dwg a y - --- -- - _------------------- ....... .....--. — 5.. 7- - n - : _v ROPO D FS 0 12' WEST Q Q m Met N _ ,:. r o 9 - - r OP TE POR Y " cc E TACT 6592 // - _ - - - - m U3 /to PR POSE FINISHED S RFAC po �' -- CN ---g - t-7 -....._ ........ _ ---...._. ...._.. .._..._. -_ _.._-_ _. __ _... .... ._ _. .. ...._..._. _ .. M iLn 7- c" M �88" i F R C NTIN ATIO COMA— C:) _ .... _ _ E TRACT 6592 _ _- ENTE LINE + o � - - co CD + / m -- { .._......._ c0. - I / ROP11E1 E ST T + ± ` N / It 14 cc Lo Lq / E TRACT 6592 g PROFILE SCALES _ -- _ - Ln A� EXIS NG GROUND - HORIZONTAL 1" = 30'to C6 + , VERTICAL 1" = 6' � ^ v ! + `� I Ulu 6 .14 l i C.90 11 6v 2+00 3+00 NEW EDGE OF NOTES CONSTRUCT B' A.C. DIKE FOR PAVEMENT(**) CONVEYANCE OF ROADWAY RUNOFF m (*) BE GRADED TOP , ¢ _ TRANSITIO ONCENTRATED = _ RUNNOF E U OAD TO z `�' 00 � ¢ w .f OUTH + w z l � Ln EXIST. ASPHALTIC cn f SCALE 1 )1-301— (**) EXTEND PAVEMENT 2 FEET BEYOND TO PROVIDE FOR e � cuRe(ro REMAIN A 10 FEET LANE AND 2 FEET SHOULDER. \ h` EXIST. ASPHALTIC 341 ` x - 16. TRACT BOUNDARY ® CURB(TO BE DEMOLISHED) - 1 TRACT BOUNDARY ' n KLUSMAN AVE. STREET CENTER LINE IS ESTABLISHED = " 6 •4 ; BASED ON TRACT 16262 SURVEYING MONUMENTS. 6+00 6 A A t R ------ ----- rn AREA TO BE DEDICATED TO THE CITY OF ++ 1 F G W RANCHO CUCAMONGA FOR STREET AND TR 16592 " H E 90 LA g J �` HIGHWAY PURPOSES BY A SEPARATE • U INSTRUMENT. -------------- - a _ s. ----------- � -v • w F..._ K C F I n i 91.23' CONSTRUCTION NOTES: _:��=�= 91��flLT1lyllAlJ9 _. QTYP. ^+ 4 SEE TRACT 16592 + ISI it O CONSTRUCT 3" MIN. A.C. PAVEMENT OVER 4" AGGREGATE BASE (SEE GENERAL NOTE 10) J - x r� Q CONSTRUCT A2-8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. 104, EQUESTRIAN TRAIL I N w DRIVEWAY APPROACH I I row EQUESTRIAN TRAIL I I o © REMOVE EXISTING A.C.C. CURB AND ASPHALT EASEMENT I I i I _ � CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 106-8 TOLSTOY RANCH ROAD ® SAW CUT CLEAN, STRAIGHT EDGE. TRACT BOUNDARY DRAINAGE EASEMENT ® CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 I I (KLUSMAN AVENUE) SEE SHEET 2 OF 4 1Q ADDED THIS SHEET 8 ZZ.o ® INSTALL STREET LIGHT 5800 LUMEN HPSV STREET LIGHTS BY SCE, PAID AND COORDINATED BY DEVELOPER. CITY ®ADJUST MANHOLE GRADE CURVE D R L DESCRIPTION DATE APPROVED ®1 INSTALL STREET TREES PER LEGEND ON SHEET 1/4, C ITY O F RAN C H O C U CAM C3 N GA ®REMOVE EXISTING WOOD BARRICADE ®INSTALL WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STD. PLAN 131-A PLAN AND PROFILE ®CONSTRUCT CURBSIDE DRAIN OULET PER CITY OF RANCHO CUCAMONGA STD. 107-B. A DIRT ROAD 15' TOLSTOY RANCH ROAD BEYOND AC PAVEMENT BEYOND BENCH MARK EO 08'04'32" 440.00 62.02' (KLU S MAN AVE NUE) 1% n. DESCRIPTION Q�pFESS�O 249.45 FT. NORTH AND 236.42 FT. SOUTH OF ALEXIS AVENUE F 08'06'35" 560.00 79.26; TRACT No. 16262 6" MIN o 0 0 0 6°—MIN FD 2" BRASS DISK IN CONC 0 4���k-`' C• L � CURB STAMPED "CITY OF RCHO >P / TRAFFIC CONTROL NOTES 4" 405 © 08'06 35 542.00 76.71 IN. 6" RIVER WITH AVE &CUCAMOHIILDATE AT NW RLS DE RDNGA BM 13 CN BOFD 0 08'05'58" 458.00 64.74' FOR 1 ON Y w m APPROVED BY ' R.C.E. 2 889 / ®PAINT STOP PAVEMENT MARKING AND LIMIT LINE PER CALTRANS STD. PLAN A24D AND A24E 28781 m � Exp. 12/31/06 � CITY ENGINNER ® INSTALL R1 (30") SIGN PER UNIFORM CHART SIGN, 1990 WITH A MINIMUM 3 OSED BEGINING OF CURB ®INSTALL W53 SIGN AND POST PER UNIFORM CHART SIGN, 1990. FOR ROUGH SURFACE. ELEV.= 18 64.7 7 0 UNDERGROUND SERVICE ALERT *9 0 V ` ��� DESIGN H U N SA KE R & ASSOCIATES RECOMMENDED <'I 1 �e OFl CN EI R V I N E , I N C ® INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA I CALL: TOLL FREE �F cAL�F PLANNING ■ ENGINEERING • SURVEYING I r— ADD 1900.00 FEET TO ELEVATIONS SHOWN ON ATTACHED STREET PLANS Thm Hugtm ' '"`'•, CA M18• PR(M)5031010• FX(90)AWN ® PAINT 4 WHITE EDGE LINE. TO BE IN AGREEMENT WITH ABOVE DESCRIBED BENCH MARK ELEVATION. DRAWN SHEE ®TREES TO BE TRIMMED FOR SIGHTLINE 1 -800-227-2600 CN 4A OF 4 TWO WORKING DAYS BEFORE YOU DIG JAMES. C. LANE II R. 1 CHECKED DIP. DAM DRAWING No. JL DATE FILE No. 9O8 F:\C043\Engineering\Tr-16262\IMP-PLAN\sheet4A.dwg