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HomeMy WebLinkAbout2106 • AREIVCHMA • 210 F®.BRASS DISK IN CONC. CURB STAMPED "SB CO Bm Nat` 7-26" AT NORTHWEST CORNER OF Ar NIL Ar FOOTHILL BLVD. AND GROVE AVE, AT THE MIDDLE GE " m SITE OF SIDEWALK TO TRAFFIC SIGNAL CONTROL OX, /�%1, ALL WORK SHALL BE DONEIN N ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO cLu� DR 0.4 FT. WEST OF END OF CUR RETURN CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS W NDENTS. ENTS OF ADM ULU ® ` CONSTRUCTION -- CURRENT EDITION, INCLUDING ITS ANNUAL SUPPL E z w vti� m D ELEV: 1291.539 CONTN , RACTOR SHALL FAILLIAR WITH AND SHALL E RESPONISBL FOR ADHERENCE TOLL �� " Q THESE STANDARDS AND SPECIFICATIONS. IL AV G �- UK ME t�d� FOOTHILL BLVD 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER ML METER, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE z RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS ERE IMPROVEMENT WORK IS TO E DONE z � z z > SHALL E REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NOImPROVEM0 w w ` _ Q COST TO THE CITY OF RANCHO CUCAMONGA. 10 SAN w . ANY CONTRACTOR FORING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES { RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH ® �� FACILITIES ARE SHOWN ON ESE PLANS. . { orb � TY OF RANCHO CUCAMONGA PUBLIC WORKS, PERMIT SHALL B OBTAINED FROM THE CI _ PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY VIII I TY` M ENGINEERING DEPARTMENT _ ► OFRANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. `" " ` ►�� �� ---'' ► ``. N.T.S. , 5° ALL GRADE STAKES SHALL E SET BY THE CONCTRACTO OR ENGINEER. PAVING STAKES ____.��--� r ► `,, DINTS EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT - "�` t` t ��� ALL B SET AT ALL HINGE P 35' 35 SH �. _..-- 4e r { a doomr SUBGRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING ' ` 3 WIDE GRIND AND EXISTING X13 d. STAKE MAY B REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE '. xw ..x i DRIVE r'GUB.._.DI ) OVERLAY 000100 w � X14' X22 z AREAS. ► ` M.. _. PROPOSED TIN MEN r UNLESS OTHERWISE -- PAVE . � EB � � m � OR MAY BE INCREASE PER <t CLUB ACG . .`. h °� 17' 4' 3' IC GAS PHONE OR OTHER UTILITY LATERALS, MAINS, OR R SEWER WATER, LEC ` «.. .. . ALL t` �... i T U .m.� OPTION OF CONTRACTOR FO CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. M. ..N r NEW AC PAVEMENT 4£ ► J __ 5, 5' W n,. h � 3 ,` '' '... ► t COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL COMPACTING ORIGINAL ; #` ► r` �` M R 7. � ELEV. , ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO ► ` GROUND ANDA f° kt ► ► EXISTING PAVEMENT PER PROFILE S COMPACTION TESTS SHALL BE SUBMITTED TO µ CUCAMONGA. A WRITTEN REPORT WITH THE ` SMOOTH JOIN AGE - -- -- -- — -- _ _. _. . r` ��_� -- `s t THE PLACEMENT OF BASE MATERIALS AND/OR , S SURF �- 2� B% Y ENGINEER FOR APPROVAL PRIOR TO THE CIT NT �- SURFACING. _ H NEW PAVE r TED TO THE CITY NEW AGGREGATE Q{{�{ IL S REPORT SHALL BE SUBMIT {�" �.. r _� ��__ 8. AT THE COMPLETION OF PAVING, A MATERIAL , s 3 TO 11l x � AV MEN 4 � 1 � ELEV. A• VARIES R DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL ,,�" �� MATERIAL ENGINEER. LISTING ALL TEST Q BAS O SIDEWALKPER PROFILE x , LATENT AND GRADATION OF ASPHALT PAVING. NMATCH UP PAVING - SLOPE VARIES tr MATERIALS REPORT SHALL BE SUBMITTED TO THE 9. 1%MIN TO 6% ELATION OF ANY PAVING, A MA r f ` PRIOR TO INSTALLATION 4 CITY ENGINEER. LISTING ALL TEST OR DETERMINATIONS COMPLETED TO VERIFY: R�-VALVE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. ;} TYPICAL t ,. SECTION LIST OF ABBREVIATIO TS REDHILL CLUBHOUSE RKING A A,` 1"-10' v: 1" — 5' TES r �" 'f l ` �,` RVE MOC = MIDDLE OF CURVE SCALE -- H: 10. PAVING SHALL BE PERFORMEND IN ACCORDANCE WITH R-VALVUE AND PAVEMENT PER GRADING PLA S x. �r BC = BEGIN CU �- f ..,... �` BCR = BEGIN CURB RETURN MVC = MIDDLE OF VERT. CURVE T.I.=S TAKEN TO DETERMINES UCTURAL SECTIONS. REDHILL DRIVE �Z'f; r` BVC = BEGIN VERTICAL CURVE MOCR = MIDDLE OF CUR RETURN RE COUNTRY CL 11, WHEN IMPROVEMENTS ARE TO E PLACED ON NATIVE SOIL, WHICH CONSISTS OF ROCKY rr``a' `�-' ' CL = CENTERLINE QC = ON CURB (MAIN ROAD) HICH PROTUDE ' � ` °�° _ STA 10+50.00 TO STA 16+69.85 L THE SUB—GRADE SHALL BE PREPARED Y REMOVING ALL ROCKS W ,® ' " `® 1 f ,' EC -- END CURVE PCC = POINT OF COMPOUND CURVE MATERIAL, z .- R value 34 . _ __. n...x T. CURVE ABOVE THE SUB AND ALL VOIDS OR DEPRESSIONS SHALL E FILLED WITH A FINE f V ECR = END CURB RETURN PCVC = POINTOOFRGQ POUND R GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. `` _ DINT OF REV VERT CURVE ®.1�. °3 h R ® ENT PRC -- POINT F REVERSE CURVE ,, „ r EVC END VERTICAL CURVE PRVC - P , P -- EDGE OF E A SOILS STRILANT -GRADE, , ~ _ RGP ROUGH GRADE PLAN R/W 45 `®,, r` FL = FLOW LINE 12. IF THE ASPHALT CONCRETE IS TO B PLACED ON SUB G , RT RIGHT 2O LY APPLIED _ D PAVEMENT -- t; REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMI ,° ���,` `` FP - FINISHED 25 ' -- R THE FULL PAVEMENT WIDTH PRIOR TO `f �`�� RECOMMENDED RATE FOR ' FS = FINISHED SURFACE RW = RIGHT--OF--WAY EXISTING AT THE MANUFACTURERS REC ' °' p : GB GRADE BREAK TC = TOP OF CURB o_ 14, ±1 ' PAVING. , c'a't- 4" r` HPS = HIGH PRESSURE SODIUM TRANS = TRANSITION 11' r. THE CONVIENIENCE OF THE INT E PROPOSED TIN MEN OF QUANTITIES IS PROVIDED Y THE ENGINEER ONLY FOR ,°` ®` - TION VG VERTICAL URV G PA . �®` � „� �,; r - INTERSEG z ROPO D' EXISTING 13. ESTIMATEC TRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION ' r • LT -- LEFT DEVELOPER, E CON r ® � 7 4 3 QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED Y THESE PLANS, TITES SHALL BE CONSIDERED WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUAN , �® fFA, '` w ��'` �'�. EXISTING OTHER ITEMS OF WORK. ` AS INCLUDED IN THE ,® .off ca RETAINING WALL STANDARD NUMBER 4O1 SHALL B61 E ` SIGNS PER THE CITY OF RANCHO CUCAMONGACONSTRUCTIONTI II ®�, 14. STREET r h ®' 2% PAO CONSTRUCTED AT EACH INTERSECTION. + - STREE AME SIGN F. - RE LATORY/GUIDE SIGN !` 2'530 S. � l � ' 1 CONSTRUCT 0.25' AC PAVEMENT OVER 0.80' CLASS II AGGREGATE BASE RESPONSIBILITY FOR THE r -�.�w A 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RE Q--* - ISTING STREET LIGHT r SAS r CROSSFALL ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST R-26 SIGN !' 2 CONSTRUCT 6" CURB AND GUTTER (A2--6) PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 930 L.F. ►� 4 CORRECTION OF E - PROPOSED STREET LIGHT WITH ) P ( r `W°' 2 ELEV. A: VARIES 2� TO 4% THE REQUIRED PLAN REVISIONS SHALL BE PROMPLY SUBMITTED TO THE CITY ENGINEER FOR r � , 1 - PROPOSED STREET EE (24 T fAL) ®` 3 SAWCUT AND REMOVE EXISTING PAVEMENT 1,095 L.F. PER PROFILE APPROVAL , � NO SIDEWALK B. MATCH UP PAVING - SLOPE VARIES ,' � .° , 1,095 L.F. 1� IN TO 6� 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY , �.s , 4 CONSTRUCT 0.10 C OVERLAY PER JOIN DETAIL ON SHEET 1 (WIDTH PER PLAN) STATE, THROUGHOUT CONSTRUCTION. SITE SHALL B CLEANED UPON REQUEST OF THE h • TYPICAL INSPECTOR. � 5 CONSTRUCT LIMITED ACCESS CURB PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 105--C 25 L.F. ® ® SCALE -- H: 1"=10' V: 1" = 5' IES AS REQUIRED, 48 HOURS PRIOR To EXCAVATION. ° r' , T.I.RY 17. CONTACT ALL UTILITY COMPANIES ,' �``� ,' fi CONSTRUCT 3" AC BERM (D1-3) TRANSITION TO fi" CF (A2-fi) TRANSITION LENGTH PER PLAN. AC BERM 50 L.F. RANCHO CUCAMONGA STANDARD PLAN 104 REDHILL COUNTRY CLUB DRIVE THE FOLLOWING: ,° � : � ,• AND CURB PER CITY OF PROVIDED FOR YOUR CONVENIENCE ARE ® (CLUB ACCESS ROAD AT DISTRICT ( 1 } 969-7911 ,' �► �� 52 �� ,® 7 CONSTRUCT CRASS GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 106--A 655S.F. STA 10+27.63 TO STA 12+4 . A. SAN GABRiL VALLEY MUNICIPAL , Rvalue=34 R. BOB STALLINGS ®` 0 r,� �`��`` CONSTRUCT 12" RCP STORM. DRAIN, BEDDING PER CITY OF RANCHO CUCAMONGA STANDARDS 10 L. . FOR BASE ROAD LINE CONSTRUCTION • 9 CONSTRUCT CURB OPENING CATCH BASIN WITH GRATING PER CITY OF RANCHO CUCAMONGA STANDARD 1 EA. B. VRIZQN (800) 483-3000 r* PLAN 302 ® `® RESIDENTIAL ,`. . �' � `�3 � SOUTHERN CALIFORNIA GAS COMPANY 800 427--2200 RES , C. COMMERCIAL `• , 10 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 307, CASE F 1 EA. 800 427-2000 COMM � 216 N. EUCLID AVENUE `� ° `4 CA 91762 `®� ' , �� `� ,� AND DETAIL ON SHEET 4 ONTARIO, D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 , 11 CONNECT PIPE TO EXISTING STORM DRAIN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 328 CASE 2 1 EA. 10440 ASHFORD STREET 2 EA. L RANCHO CUCAMONGA, CA 91730 - f® 1 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 329 '. M 6" CURB AND GUTTER TO LIMITED ACCESS CURB AND GUTTER 11 L.F. WATER DISTRICT (909) 593-7474 1 CONSTRUCT TRANSITION FROM E. METROPOLITAN '��' 700 N. MORENO AVENUE -- fi SIGN fi EA. C° LIGHT t 1 W NO-TE 0 VERN CA 91750 INDEX -MAP �k INSTALL STREET LIGHT (5800 LUMENS, HPS WITH R-26 LA , Cf (800) 626--6299 (PORTION OF REDHILL) 15 CONSTRUCT PAVEMENT TRANSITION STRIPING AND MARKINGS PER CITY OF RANCHO CUCAMONGA STANDARD 1 EA. DESCRIPTION OF REVISION DATE APPROVED F. ADELPHIA fip Q 30 60 120 180 PLAN 406 G. CHARTER COMMUNICATION (909) 987--6275 6680 VIEW PARK COURT 6 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMQNGA STANDARD PLAN 401--A 1 A. RIVERSIDE, CA 92503 SCALE 1 60' 1 EA. INSTALL R--26 SIGN SPECIAL_.NOTE 18 INSTALL R1-1 SIGN 1 EA. DRC 2005-00068 THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND ELECTRICAL), ON THE PROJECT 19 INSTALL -- 3 "NOT A THROU STREET" SIGN 1 EA. SIDE OF REDHILL COUNTRY CLUB DRIVE SHALL BE UNDERGROUNDED FROMTHE EAST OFFIRST LE ALTA OF RA 0 CUCAMONGA OFF-SITE EAST OF THE CLUBHOUSE ENTRANCE TO THE FIRST POLE INSTALL / -�26(B) "NO PARKING HERE TO CORNER" SIGN 1 EA. CITY NCH CUESTA DRIVE, PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE OR OCCUPANCY, WHICHEVER `r �. OCCURS FIRST. . ALL SERVICES CROSSING REDHILL COUNTRY CLUB DRIVE SHALL BE { 1 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 SEE TABLEPLAN , AND PROFILE UNDEGROUNDED AT THE SAME TIME. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. INSTALL --2 (35) SIGN AND POST 1 A. RED HILL 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMY SOILS REPORT SHALL REMOVE EXISTING REDWOOD HEADERS AND JOIN EXISTING PIPE WITH 16" CSP 1 LS. TI Y T I BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES O NUTRIENTSTITLE Y MONUMENTS OF RECORD THAT DEFICIENCIES MAY REQUIRE BACK FILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. (a CONSTRUCT 16" CSP AS SHO ON PLAN 25 LF. I HEREBY CERTIFY THAT I HAVE IDENTIFIED SURVEY COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY E Y THE ENGINEERING DEPARTMENT. NEW CLUBHOUSE FOR RED HILL COUNTRY CLUB EXIST IN THE FIELD ARE SHOWN ON THESE PLANS. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND AC CEPTANG CONSTRUCT CURBSIDE DRAIN OUTLET (2'x2' GRATE INLET) PER CITY OF RANCHO CUCAMONGA STD PLAN 107-B 1 EA. CONSTRUCT 16x16x12 CSP TEE AND ALHAMBRA FILL BOX AND COVER A--2088 FOR CLEANOUT 77 SF. DATE: - 4. STREET TREES ARE TO E PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. APPROVED BY QFESS CITY ENGINEE R.C.E. No. 24953 LAND ���` DESIGNINC. RECO DED STREET NAME BOTANICAL NAME COMMON NAME IN.GRO SPACING SIZE QTY ~ c, �. e'��� SPACE DATED: --,2, ®' �c PAID FOR COORDINATED Y DEVELOPER THRU CITY TRAFFIC SECTION J.E.G. one Technology Park, Building J-72.� Irvine, Colifarnia 92618 L.S. 6134 REG. EXP 0 --31--08 EIA LONDON PLANE TREE 30 °15ti cap SHE CHRI FET F ACZYK COUNTRY PLATANUS ACERIFO ®s s2 7 DRAWN Telephone (94s,� ,��,�-811r L.S. st34 RED HILL , A J.E.G. Fax (949) 763— OF 7 EXP.03-31-08 F1 ® O.C. GAL. 9,� CIV1\1 �'� 11-1 CLUB DRIVEeltAl / � , d P oto "�4F CAt.1�' CHECKED R.c.E. No. 052 DRAWING LA0. �oF cA�Z —. C2_10 6!_ T.B. DATE: FILE NO. : I t ; : , t {. a p .,. -i" I : ! I : ! : i ; : , ! , , i �- C :_ : s i I i i . BEN h�MARK f f - t- : F F : I t,. 'f : h ... ". i r i ': r': E i • . t ? , , , ). : : : PO Tl NOF 17 VC 5 A IKIN ON R TA P _ . . . i.. FD. BR SS D S C C CUBS MED SB CO ' - : I , � VC 1 +66.50.138 .35 i BM No. 7-26" AT NORTHWEST CORNER OF �. . . ;. 4 :_..__...__i. l PVI 14+54.00.1393.81 8 FOOTHILL BLVD. AND GROVE AVE, AT THE MIDDLE . ; : ; f V 1 +37.50 140 .15 i , . , , F E I BOX, . OF SIDEWALK TO TRAFFIC SIGNAL CONTROL 8. 3�•G fi -- G .64 _ - . 2- .._...- - cn-_ . �. F F R 4 FT. ST O ENDO CURB ETURN X395 T� 0. WE f k _ , 1 } , x I I , t 1 : 3 • F _ 1 I ? O: rn Y < i , 3 i . , T : F ` • W ELEV• 1291 539 i . .-• of a s I I' . . , r t i G r r I Mo . PROPOSED T 18 DEFT (ACGES$ CUR$) 4? p�pg �' M �7 1171 - : : t to 8 r, 7 i PROP�SED TO 18 LEFT 6 F ,i '; �` °� f ; ( } + vv � � d 1 t , : I > . . ----- --- - _ - -- _- ------ - -- -- D vi M W� - T t - ; , X390- T--= + ) w 5 I 1 .- .0 VC ! z : , . � r _ Q • � .... t i f � . , t , w a PVI 10+75;00„fi3 0. :g d, �o z 1 i 0 wi , , G1�7.607o•G2=9.00 9 a. N w j. .i. ..._. 4 j. ;. t. j. . . : ; i } i } : J - �' Pfd P S C18 LET F . OOD 6 C : , , ; . f Y t . S' 0 a i I I : ; , : I : , , ' . i : �i I : : o . r� V t . , . M , t A . ! !, O h F TR N I N 5.12 I CURB TI 0 F S r � � + -- - - -- 36 k i , M ff S 1I01V-1 , : : i r � ! r . w r i , , ,. i... i , :. • r ... ... : i i • 4. .. r , , a , t 7 1 Y E r r� �/ 1 V !� ; ! ; ; S , • • { .. > ,n aQ J Q A T E ST1N G E . X : _ _; __ _ m h� n^ 1 VV I ; ( 0 5. CUFB TRANS TIO . r t : _ A8 0 , _. + �3j S _:. 4 o / P 1 4. V1 12+2 .Qa• 37 8 2 _ \/(y\ j , O 3 dt� O Z /� `' . _. F _ 05 °� r G1 9.04 G2 8.539 . t a . �' - / ry o t h°' j, ! - i : > ; i t . I ao h - � ./ : w + e7 .l + h 'y°s :. ; : i ! : i . ; ; r • N _^ �A----T - - - ----.- - - - - 3 f} k © v vac ~ �-- 1=39f�--£�--- M I � f P� I O �• I ! : ,. : t VQ f V co d• t d' °� + 50. 0 C' .- a .- 0 t ; F , i e : i : : �-' ! I \-' . O + I`, v . i .r ._ , ; _. / . s i N M r + p�o� O °� M ^11 . __ , 0 . O f f r N �!� ..-; .,- , 1 / f N .r- �/ :.. .. .. ', i : : ... . ,/^�• PROP S /�C B€tMfi 18 IEFT �. N l� o + �' . ; Q i , ! t ! f 1!� - , + i f - : �. ' ; . op + h ' O . .! .1 . > c . . f r f t. N I.7 M "/ i i , /` M A' ; - - E*F�3-- --- -- -- -- - - - ---- - - --- - - - - - - --- ----- -- r, , . 35 k 1-38 E - f' Y is , : i i : : :. ', : is ( .��r -,- : : I : : I : - + .-. i : i k I, : is i �� . _ . 1, : i > s. . I i e b, : :� r L f i .1. .... , : 8 : t E.. r h� g I j, I, j. : ! �1 '... : ' \.J f V ! ! i .. ,.. I. i r .> ,. , .{ ��- t ;. 1 f • i • is r i. .. ..- .... r , r , , r , , , , f : ! : .i,• : f S N �'3 _. F k. i i ; , M E F /' i. : v < f- + > ; F i . , , rj ! I i . : s' i G : > XITING S GRADE, AT 1 LEFT 3 E t f i i `j .n T k �! �. i i : ; r v : : i : } i O M + M I W j i , Q i� _ ; 4' i. O ./ _. f / . ;. I Cq 1 ; ! ! 1 / A /� . 'i I I Y . : I r . k r 'i t' i M " ? i N /� , : , �/ i i d• U? _ . . t I t : ; ! : i f : I ;- _ 4 t , ... .. , i. . { ? : � . . i s . . r `� : !, i - i. < a. i. i ... .. .. i. .i - l.. i. • 1 .. . . I P" ' i ; I , : f j}- : . 1 ... .... ...:. L.. s _ .. .. I, t j _. _.. _. ... ..... _. ._.. _ {. i. t. i. < i i . : h r r ! t , €' t : / : : : : : : : - f ! ! j ... : t ! I ! ! ! .i. - : : ; - - .� : f i 1 , : ; : : : , , , : : i- r I a 1 , . 3,71 : ! . . ' 1 . , C3 : . .3 I 0 t i , : , i C 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 PROFILE SCALES HORIZ: 1" - 20' •` 14 `. >`' a ' 1 ~- ONSTRUCTION NOTES l �... ., ". ..�.- � , , 0 6700 „-, }--6 ,' - �� `1 - / m M 01 CONSTRUCT 0.25 AC PAVEMENT OVER 0.80 CLASS II AGGREGATE BASE o w �i z w + d vi�n aF - ,n _ _.__ M ._, h ' - 9 �8. 4:x- -'N -_..__.__ 14 M z J \ -.~ 2 CONSTRUCT 6" CURB AND GUTTER A2-6) PER CITY OF RANCHO CUCAMONGA O u""1 0 ¢ o � >' :<�; ;x. 4 M ? o -i 13 \ \ STANDARD PLAN 104 ..__.. ..... _,, (3 z A � { - -- m PER QN�SIT QR�DI G ;. E <�,��ID UTiLIT1ES + �`' . -�', f� z� 03 SAWCUT AND REMOVE EXISTING PAVEMENT PLAN R 0 - 0 M G , PER KRED HILL COUNTRY CLUB \ \ ~�,~,. - I z� N > CONSTRUCT 0.10 AC OVERLAY PER JOIN DETAIL ON SHEET 1 DTH PER PLA (a -.,, � l • �'�83 GRADING AND UTILITY PL"ANSA N� 1 \ ® (WI N) _. ._. ilp,. U _ y , Q _ __ �, - _ I -- -- _ .; CONSTRUCT LIMITED ACCESS CURB PER CITY OF RANCHO CUCAMONGA STANDARD w w __N O �. Q - .._ PLAN 105-C o .. _ ____ , _ t . � . - T . - : < , , / , „" z 3 AC BERM 1 TRANSITION TO 6 CF 2 TRANSITION .... w _ - 6 CONSTRUCT D 3 -c,� �._ --- -~---F"" �� ~t,3 - - g1' LENGTH PER PLAN. AC BERM AND CURB PER CITY OF RANCHO CUCAMONGA _ _ liOE OF ,SLOPtr L °° � =:;_. ... ___ ._ _ - --�--= _ - - - r `� __ _ _ _t. r..-"".__ -.__ , - STANDARD PLAN 104 9 37 .R/ _ �... _ *2 �< . z 04.34' .,_. - _...._ _ __.... z *.- _ _ µ t 1_ _. _ - . ' -� '�' � -��� •--� ' - _ _ - _ _ _ ® CT TRANSITION FROM 6 CURB AND GUTTER TO LIMITED ACCESS CURB AND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - cr '-1 i t� F � ). • � , - \ `° ' fi fTOP OF SLOPE 1 t� ?� GUTTER 16 1 Z.r w�j- 4,,� TYP. T� TOE SLOP DAYLI T � -�OP O SL PE DAYLIGHTS lI Ln TOE OF SLOPE N 2 p U' NI NI t� ; T INSTALL STREET LIGFiT (5800 LUMENS, NPS) WITH R-26 SIGN 55.07 6 D . g' t, { 2 _ . _�" ,. ' 6 2 - E a p R � `� I' _ _ , r TB STRIPI AND MARKINGS PER CITY OF RANCHO x . t CONSTRUCT PAVEMENT TRANSITION 1 - k a _ . _ _ 94. E T R P 4 CUCAMONGA S ANDA D LAN 06 - - - - - - - - -/ 1 - - KI - - - - - - - - / 8.88 TC i � 93.99 L S d- 4 3 , " 1 ( ® STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 10+00 / 58.38 FL 11.E 00 12+( 0 1 I 13+Q� / 14+00 _ _ �, N 4 - I - - ' - { - - - - �� 0 E � W ® CONSTRUCT 6 WIDE. 6 THICK PCC SLAB � E A N36'09`57"E B E c -� �I o _ O v - N a _ _ , . __..... _ ___ _ ---- -- 0 _ ._ .__ ... . ........ _.. M .-..._ ..... .... ..._ _ E_X. r' _.._ _._ _ L � d _ .... .... .._...._ _ _ M _� _--- --- .... ___._.. y y O M r .)' �. _ a. .__ 17...)_ _.... _.1_ Stl - :-�- .. _ , 3 --- -- „ ... Ott .): M� ...1 l).1 ..) .:� 4t_}, . , _.. d ....A .... .. _._.-. .. . , / -... .. ........:...F ......... .-: ....... ... ..: _ . -"_- ... - - ..- .. .... .. ..a _ _ .,..r o- x..,F ..: t ..:::: .. u.. . 6 ...z .. r. ../ - ,K ...,� , x: , r, „ ..: - i y� , :: , - - , r ....« .� t .. ;, ,'t < >. „ . , - x DESCRIPTION OF REVISION DATE Carr o ., R/w ,� � J0 � �- F, E fit+68,. , o ,� LIG B � � EXIST ST HT a. / ,,; t p In s (U N � / + 1 It W DRC 2005-00068 ��' % � 1 "�� a. Noxi��� ��_ ► ��°,��`' > 1 . ''I CITY OF RANC�-IO CUCAMONGA Q I . � , y ��,� �' PLAN AND PROFILE s o / �Mx . RED HI DRIVE / , LL COUNTY CLUB l , - 0) CALLE CARABE ST. MAIN ROAD STA. 10+00.00 TO STA. 14+50.00 L RED HILL COUNTRY CLUB DRIVE NEWV CLUBHOUSE FOR RED HILL COUNTRY CLUB i /I�]/ MAIN ROAD o ��// NOTES Rt ESS C TY �NG N E R / RAC E.-No..-24 53 "i LINE TABLE Q ro 01-1 20 0 10 20 40 60 Q EXISTING STRIPING/SIGNAGE TO BE PROTECTED IN PLACE OR () BEARING LENGTH �I DESIGN PENCO ENGINEERING, INC. RECOMMENDED j REPLACED AT DIRECTION OF CITY ENGINEER. A N 36'09'57" E 138.35' CURVE TABLE �! J.E.G. e4 •a6•/G d- One Technology Pork, Building J-7?5 � � G o B N 36'09'S7" E 204. 94' 0 DELTA RAD I US TANGENT LENGTH Irvine, Caftrnia 92818 0 R RELOCATE EXISTING SIGN INTO PARKWAY p (949) 78,E-8111 SHEET � " D N 31 '43'35" E 50. 15' C 10' 1 1 '22" 600.00 53. 49' 106.71 ' * � a5oi 2°7 � DRAWN Te% hone SCALE 1 = 20 �, �• J•E•G• Fax (949) 7 -0778 $ OF 7 � E N 36'09'57" E 293.30' F 10' 11 '22" 582.00 51 .89' 103.50' 9pFCA�1��� a CHECKED '� F.C.E. No. 50152 DRAWING //NO. -1 T.B. DATE: i--ZZ- ,t FILE N0. r p / _ _ __.. _ � i 1 , > . , , , : , ; .. 1111 . 1. : , .._ ....-. S : B CO 1 7 ___ . _ _ _ _ __, - _ _ - _ _ ._ 1111 , ; S 26" AT NORTHWEST CORNER OF , _ ... AVE, AT BM No. : , . _.__ ;_ _,_ _; ._ __ , FOOTHILL BLVD AND GROVE THE MIDDLE _. ;1111... _ . . ' .. . . _, _ , 1111. , _ , . 1111. _ :._ r : , , _ ;_ ,, ._ _, : _, _, BOX, ; N Q FT. 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'. 16+50 17+00 17+50 PROFILE SCALES 14+50 15+00 15+50 16+00 CONSTRUCTION NOTES HORIZ: 1" = 20' 01 CONSTRUCT 0.25' AC PAVEMENT OVER 0.80' CLASS II AGGREGATE BASE VERT: 1" - 4' 02 CONSTRUCT 6" CURB AND GUTTER (A2-6) PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 SEE SHEET 4 03 SAWCUT AND REMOVE EXISTING PAVEMENT R D HILL COUNTRY CLUB DRIVE . ; ® CONSTRUCT 0.10' AC OVERLAY PER JOIN DETAIL ON SHEET 1 (WIDTH PER PLAN) ' 7 , ` CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 106-A LU B AGES , O * 11 , \ _._ _ �,,,", , :,� INSTALL STREET LIGHT (5800 LU ENS, HPS) WITH R-26 SIGN y ® M , �' " F ® INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401-A k m ., ` : y� I - / „„111,1. R 26 SIGN INSTALL - 14 � 'I �- r �' ;,�*'`'¢{ STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 o � I `� ' , 11 4x �: � :P �2Ar �' ' 't �� ® INSTALL R-2 (35) SIGN AND POST t -N': : TOE` bF SLOPE . 7 '� .. . t^ ':.: P ;, N + OY •? REMOVE EXISTING REDWOOD HEADERS AND JOIN EXlST1NG PIPE WITH 16 CS -, ;1 I 2L ' : E c -� CSP AS SHOWN ON PLAN 1,41S.g3 :�' > CONSTRUCT 16 `z Rlly' / - - 11 - ' I �' 421 �2 t - 1;, N. ,� <y ..: G" CONSTRUCT CURBSIDE DRAIN OUTLET 2'x2' GRATE INLET) PER CITY OF RANCHO CUCAMONGA STD PLAN 107-B TOE OF SLOPE 11 R" :yV " 1418 30 'jh:; �! d,,r ® / - �, E -- INV. ' _ ,; d ' _ -'I---�-- ... - _ :: f ALL BOX AND COVER A-2088 FOR CLEANOUT -y -} _._�•- - - 77, X30. .51 "" Q ,. F 6.p y CONSTRUCT 101012 CSP TEE AND ALHAMBRA ..� _ _. OTYPI - _ _ - - -- - ,, s : ,1 N TO Otr SLOPE L� c ) ___. ?S �°r ,� ;� •�9 �V NOTES 11 O _ d r TdP OF SLOPE ,9 �6 n- ca N p ; \ 14 m__ �`� 1 - C +19: 7 MAIN ROAM a :, �? TYP. � � 4 Q EXISTING STRIPING�SIGNAGE TO BE PROTECTED IN PLACE OR REPLACED AT DIRECTION OF \ ;. -. .:v 1111. ,� ',.; �, .; 2 Q E:` X12+98.51 LUB ACCESS: CITY ENGINEER. f �t' ;.. VRE HILL OU L 9�-. _ , ., T - : 1 CE U N`T RELOCATE EXISTING PARKWAY 00 5.j 9 C _ _: : ._ ., ,._... - .8219 ,1 C SIGN INTO 3.99 F - - _ - - - - - - 21 � 3 1 B , c- 1 k: f,. L k' t v/ co S-0. _ ;,,, " - 7 4 r= f , -�. r cv �J �1 3 M {< 0 0 , E W z T 6+00 Z�.gp 1 - t�I I - E` ��`,4Q F -c ;, �� EX It--I EDGE 9f✓ PAVEMIfNT E CIN A _, U -�_ : ;' DATE :i �. ��� DESCRIPTION OF REVISION PROVED CD !- _ ;,- ,, w �, €3 - _�5-.�K I o N i FX �: -� t , „� _ 1111 _ N 'Q 1111 _ �, r _ _ , i� ;Y �, __ _.. w t __. _:_,. � 1111 ,,, ; :, 1111_ ftp __.. x _.. _. � ,' _., _._ _._ 1111 ._°. .__ > 1111_. _. ,, __ � r - 11 I :, C __. _ _ 1111.. __. - � - - .. __�__�_ � _ r ._ - �" i. , , 1111, _ ,..1111�_, ,� � f�, x 1111 _: 1111 `` Cad,`, � ___ _�... ,.�. ._w. __ r��� m s G .� 4 w., - P , 1111. 1111. >,-.,-, ..._ .. { , rrr j tL . :-e A 1111. .. , „ .. , _ " x" 1111 �\ .. .. .. > 1111 �/ ,. .., w ,.. .. ..,- < .,, , 1111... ...g .. r� rv.� e i11 I .. •� ., . .' P M.. , *- °- , ,. .. 1111 'Ir r hk Ir" •k<.- ... .- .��' 1111 .. $ �. 4 /, ... -- _ �._,'_ -' v� , 008$ r 1. 1. " ,- ._ Q ARS .. (06 . ■ ,C 20 V V O - _ , rr ,r J .rr � I I 11 I , ._ , k.. 1111 ... MONGA -p ,', - -1,, .... O a f CITY OF RA ,,: _ �.`, aD , 11 ... 1111... :... : • "I I I S i 1111 � :: ' i I F," PLAN AND PROFILE A 11 , RED HILL COUNTY CLUB DRIVE RED HILL COUNTRY CLUB DRIVE MAIN ROAD STA. 14+50.00 TO STA. 17+19.07 °' s MAIN ROAD +� NEW CLUBHOUSE FOR RED HILL COUNTRY CLUB � -� C) �1/ CURVE TABLE Ln APPROVED BY ' ' ' • DATE: - ! dv in 40 60 0 DELTA RADIUS TANGENT LENGTH Q �N CITY ENGINEER R.C.E. o. 24953 � A 22'06 ' 16" 600.00 117. 20 231 .48' 20 0 10 20 CD LINE TABLE C 20'S9'39" 582 .00 107 .84 213. 25 � DESIGN P1sNCO 1SNGINEERING, INC. REC,Q ED O BEARING LENGTH D 97'09'56" 27 .00 30.61 ' 45.79 / J.E.G. one Technology Park, Building J-726 �j/J d" SCALE 1"� 20' B N 03'52' 19" E 37 .59' E 1 '06'37" 582 .00 5.64' 1 1 .28 ( Irvine, colifornia 9208 0 F N 03 52 19 E 23.86 G 18 16 59 =x; DRAWN Telephone (949) 753-8111 SHEET � • " 40 .00 6.44' 12.76' * 152 * Fax (949) o»5 3 OF 7 i �Ij, tig J.E.G. M tV� N 16'29' 15" W 36 .24' H 2'04'35" 40.00 0.72' 1 .45' q� IVIS- �� �_ wA 4F CA�1� CHECKED CX CGr #" FILE No. 50152 DRAWI G NO. a� T.B. DATE: �+ �d _F LE LL- SENCI-�i�AfX-'r FD. BRASS DISKY fN CONC. CURB STAMPED "SB CO BSI "'k ' Y-28" AT NORTHWEST..CORNER OF ' F00111 LL bLVb. AND GR6VE 4,VE, A-P lHE MJDDLE OF SIDEWALK TO TRAFFIC SIGNAL CONTROL BOX, 0.4 FT. WEST OF END OF CURB RETURN ELEV: 1291.539 1365 10+00 1365 1365 10+25 1365 1365 10+50 1365 1370 10-+•75 1370 1360 1360 1360 1360 1360 2.71 • 'O 1360 1365 ��h1. F� 3179 1365 3.61 • -_.__. ��ss s _._ __._. w _ '�, .� .707.)_. .. _ _. 4 2.5 • p 1355 1.549) __ .._._.._ ____ 1355 1355 4 3.109 __ _ 1355 1355 1355 1360 W 4 1360 1350 1350 1350 1350 1350 40' L 20' L 40' L 20' L 40' L 20' L 1350 1355 40' L 20' L 1355 11 +00 11 +25 1375 1375 11 +50 1375 1380 11 +75 1370 1370 1375 1380 1365 � kA� A� � , � � • .�, 1365 1370 1370 1370 T�� `� 1370 1375 ___ _._.__.. .___ 1375 3.989 _- > > ' • � 1;4 • •�P ---------- 3.95% 4 3.9 • •6' _ �._ _ . 0 ` 4.9 •__3.949°)___ 'O 1360 1360 1365 '" 1365 1365 1365 1370 ` )- - 1370 4 -_- 4 1355 1355 1360 40' L 20' L 40' L 20' L 1360 1360 1360 1365 40' L 20' L 40 L 20 L 1365 1380 12+00 1380 1385 12+25 1385 1385 12+50 12+75 1385 1385 1385 1375 _.. . ,�� �2 1375 1380 1380 1,380 > > 1380 13801380 _ ... (3.249) 3.8 _...._ 3.899 _._ 4 � _ _. _ 1370 1370 1375 w `� gq, 1375 1375 1375 1375 1375 4 1365 1365 1370 1370 1370 11370 1370 40' L 20' L 40' L 20' L 40' L 20' L 40' L 204 L 1370 1390 13+00 1390 1390 13+25 1390 15 13+50 15 1385 1385 1385 �s 1385 10 10 X���� v 3.0 • (6.360 y (5.01- ) 4 �' .0 • _ f;Ei (6.961380 __ .. — _ 1380 1380 _.......1380 54 - ___.. 5 4 1375 DESCRIPTION OF REVISION DATE CI>Y APPROVED 40' L 20' L 1375 1375 40' L 20' L 1375 p 40' L 20' L 0 1395 13+75 1395 1400 14+00 1400 15 14+25 15 DRC 2006-00088 1390 !� 1390 1395 1395 ,p 10 CITY OF RANCHO CUCAMONGA �� •� 5 • (8.349)..__._ PLAN AND PROFILE �.._ � ILL COUNTY CLUB DRIVE 4 4.0 • (9.449)__ _ MAIN ROAD — CROSS SECTIONS 1385 1385 1390 1390 5 5 SCALE -- Horiz: 1"=10' Vert: 1"=5' _ NEW CLUBHOUSE FOR RED HILL COUNTRY CLUB APPROVED BY / DATE: " d eG 1385 0 QR[ SStpyq CITY ENGINEER 1 �� R.C.E. o. 24953 1380 1380 1385 40' L 20' L 40' L 20' L 40' L 20' L 0 l���9 t� DESIGN PENCO ENGINEERING, INC. RECOMMENDED J.E.G. One Technology Park, Bui/ding ✓-725 l (a.4.64 DRAWN /Fine, Ca/ifom/a 92518 * EXP. 6 152 1 * Te%phone (949) 75,7-8111 SHEET fax (949) 75,7-0775 6 OF 7 SOF CA Q� CHECKED R.C.E. No. 50152 DRAWING NO. T.B. DATE: FILE N0. 0 BENCHMA FD. BRASS DISK IN CONC. CURB STAMPED "SB CO BM No. 7-26" AT NORTHWEST CORNER OF FOOTHILL BLVD. AND GROVE AVE, AT THE MIDDLE OF SIDEWALK TO TRAFFIC SIGNAL CONTROL BOX, 0.4 FT. WEST OF END OF CURB RETURN ELEV. 1291.539 r 1405 14+50 1405 1405 14+75 1405 1410 15+00 1410 1410 15+25 1410 1400 1400 1400 ,� S p 1400 1405 1405 1405 p fgg990j— �-- -- 1405 .� 3.00% (9.65%) �0 2.000 ,9 (9.349') _ .._ ._l (10.2490 1.00 0 1395 1395 1395 1395 1400 1400 1400 1400 s 4 1390 1390 1390 1390 1395 1395 1395 1395 40' L 20' L 40' L 20' L 40' L 20' L 40' L 20' L 1415 15+50 1415 1415 15+75 1415 1420 16+00 1420 1425 16+25 1425 • O .00 sr 1410 ,O , 1410 1410 (5.5090 1410 1415 5.30% O 1415 1420 --- O 4(8.8090) __. __..._ _._._ _ 2.5C 0 (6.45%) � 1405 7405 1405 1405 1410 1410 1415 1415 j, 1400 L 1400 1400 1400 1405 1405 1410 1410 40' L 20' L 40' L 20' L 40' L 20' L 40' L 20' L 1425 16+50 1425 1430 16+69.85 ECR 1430 .8 O 1420 5 w 9 .70900 — -- _.._ 1420 1425 fis 1425 p 1.00 4 O (4.52 1415 1415 1420 1420 1410 1410 1415 1415 40' L 20' L T_ 40' L 20' L DESCRIPTION OF REVISION DATE CITY APPROVED DRC 2006-00068 CITY OF RANCHO CUCAMONGA PLAN AND PROFILE RED HILL COUNTY CLUB DRIVE MAIN ROAD — CROSS SECTIONS SCALE -- Horiz: 1"=10' Vert: 1"=5' NEW CLUBHOUSE FOR RED HILL COUNTRY CLUB APPROVED BY " ' DATE: QR9�SSIpNq CITY ENGINEER .,t R.C.E. No. 24953 c9 DESIGN PENCO ENGINEERING, INC. RECOMMENDED J.E.G. One Technology Park, Building J-725 Dd& 6 V* a -Of DRAWN Irvine, California 92618 Telephone (949) 763-8111 SHEET Nm1 2 J.E.G. fax (949) 75,7-0775 8 OF 7 lvkOF CA0 CHECKED R.C.E. No. 50152 DRAWING UO. T.B. DATE: FILE N0. ZD BENCHMARK• FD. BRASS DISK IN CONC. CURB STAMPED "SB CO BM No. 7-26" AT NORTHWEST CORNER OF FOOTHILL BLVD. AND GROVE AVE, AT THE MIDDLE OF SIDEWALK TO TRAFFIC SIGNAL CONTROL BOX, 0.4 FT. WEST OF END OF CURB RETURN ELEV. 1291.539 1420 10+27.63 1420 1425 10+50 1425 1425 10+75 1425 1425 11 +00 1425 *00 1415 __... 40 1415 1420 1420 1420 �,r— 1420 1420 2.60% 30 , *� 1420 ( ' 4 S 1.20% ,�'1?'G __ `r .01 4.80% 4 `o b (2.609) 7 4 1410 1410 1415 1415 1415 1415 1415 1415 1405 1405 1410 �` 1410 1410 1410 1410 1410 20' R 40' R 20' R 40' R 20' R 40' R 20' R 40' R 1425 11 +25 1425 1430 11 +50 1430 1430 11 +75 1430 1430 12+00 1430 2.40% O .�G 4 (3.469) u .009 �• 1420 - 1420 1425 1425 1425 2.50%1 '��` G 1425 1425 1425 oo( 1p 4 3.00% �,• .�G 4 �.._ _._ _ _. _. _.._.. (2.84%) 4 1415 1415 1420 1420 1420 \ 1420 1420 1420 1410 \ 1410 1415 1415 1415 1415 1415 ` 1415 20' R 40' R 20' R 40' R 20' R 40' R 20' R 40' R 1430 12+25 1430 1435 12+48.52 BCR 1435 ?S� 4.80% g'v C, (2.253) _ 1-- 1425 mm ---- 1425 1430 1430 4 �A .00% 1b, Q LO 1420 1420 1425 1 1425 0 (`) ON 0 CD 1415 1415 1420 1420 I 20' R 40' R 20' R 40' R ITY DESCRIPTION OF REVISION DATE APPROVED �o m 3 75 O DRC Zoos-000es CITY OF RANCHO CUCAMONGA PLAN AND PROFILE s RED HILL COUNTY CLUB DRIVE ACCESS ROAD - CROSS SECTIONS SCALE -- Horiz: 1"=10' Vert: 1"=5' � NEW CLUBHOUSE FOR RED HILL COUNTRY CLUB 0 APPROVED BY ` • DATE: �/a eo Iri QRCESSIp4, CITY ENGINEER / (2R.C.E. o. 2495 � �9 DESIGN PENCO ENGINEERING, INC. RECOMMENDED CD 11-1 J.E.G. One rechnology Park, Building J-725 O 11 k s o fwdfe ct California 92518 0 /wine, o * X152 * DRAWN telephone (949) 75,E-8111 SHEET J.E.G. Fax (949) 75,1-0775 7 OF 7 � �OFCA��� CHECKED R.C.E. No. 50152 DRAWING NO. T.B. DATE: FILE NO. 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I , y. :.. .. : ; f i t i- - .. -... .. ; _.. ...- .....; 1111 .. .. .. .. : ; � • 1 or 1111 .. ° : .. : ; ; : ; I : ! i , ; 111:1 ,- - i.. 111.1 1111. : i. , ;. :. : r ; i : a. i t ; : a a , r r v t > , , , a I- : - :.. : : _ .� : , , i i- F c ; : : : , ; . :. .. a t i. ; ; : I. i.. : :. . 1 : i ;. i : : p : - o >. >-. 11:11. 1111 - v , , , r , , °.- _ 1111... : i .: ... 1111 ... ;. : .- : : : : : : ; _ i - .. , - . : ". .. : :. i. a :.. t : :. i , 'e ; . , , - , :. _ .. .. , , .. . 11.11. ; . .. 1111 .. 111..1. _... .,... -. .a. e. .. ... : :- i . i ; I I t ; : i i i I 10+00 10+50 - 11+00 11+50 12+00 12+50 13+00 - - CONSTRUCTION NOTES PROFILE scALEs - . , 0 CONSTRUCT 0.25' AC PAVEMENT OVER 0.80' CLASS II AGGREGATE BASE HVOERT: 1" 40, .s.,z.h,{ ..z - 1111 , , t , .' R `4' CONSTRUCT 6 CURB AND GUTTER 2- PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 04 ,: ', O ( ) 1 Q�'!' 2 A 6 , ,, o - � I ,,: - :' , j ' ce� Q SAWCUT AND REMOVE EXISTING PAVEMENT U 70 i y Wiz , °. ` o M H- M �. cW '� : ® CONSTRUCT 0.10' AC OVERLAY PER JOIN DETAIL ON SHEET 1 (WIDTH PER PLAN) z z , z �, , ,; �o c" °- (L -1 y/ I °' ' ,c�� 7 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 106-A a c° O , . , C9 Z (V (� �, O 0 a Q „ RDS 11`11,� CONSTRUCT 12 RCP STORM DRAT , BEDDING PER CITY OF RANCHO CUCAMONGA STANDA r L . r P,/ Q PROPOSED R W U Y : ; v , � ',9 0 ONSTRUCT CURB OPENING CATCH BASIN WITH GRATING PER CITY OF RANCHO CUCAMONGA EXl , G EDGE OF PA✓EMENT STANDARD PLAN 302 ,. ° , a , ,�� : h : i 1. A E F N �' - `, - 10 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 307, C S O , , i EXI T. R W , S w; >. _ / :+ x ,\. AND DETAIL ON SHEET 4 r••,- 8...�,._...:.., a '.. :. -.r. 1111... ,:, Lt ..11.11 . -- _..-... . _. c ax.s:P.■ :a:,,.a .\ _- ' .,.. �° .. -:1111, -...._... 1111}_ 1111._ ,� - we:a.,. F:", 'I*' x ■Ia .. „ :m-, _i. .:�u :1111 ,t#: _. .3.:.a.,>« -r a�.a 1111. _ ,:��3:!';, ,::t• r' ,,,,. _. #" ,,. 1111 , 1111... �""`_. N ' 1111 - 1111 19 ... „-, , o 11-11, Q TING STORM DRAIN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 328 , _ / 0 . •t, •� . 7-',,,';�dE _1€15 N#Y k'tFip„s"Er..: ,_. 11::1:1. ._.. 4S 9C��rt�^�.'x:'�a,�#-Y,' w �. -�--'' �, CASE 2 PIPE TO EXIS 9 7 N .; f 1 =:1:111 *.., _ re!w- rx awr.x'war sa-ssa•1kah,.A ,.. - . >- E �o Q � �g� !' „N I ' ``�'s �:� 1 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 329 F- Z i Z Ii! o z Q < -0. E B EXISTING EDGE OF PAVEMEN-f ' x- u u ,,. z J �w 'I o A _ _ _�i+oo _ _ 182'55 00 E a =o n- - cxry o M „ - - - - - - _ - - - 12+p0 7 pN �� 14 INSTALL STREET LIGHT (5800 LUMENS HPS) WITH R-26 SIGN w U L / I w ;j N75'S2'00 E� 1 C C E fro• �� N� E [ 1 : � - - �� `' �I 14.94`.TC 2 4 .M d 3 1'C N87'49'00"E - D 9'31'OQ-"V ,a @ INSTALL R1-1 SIGN 22 80 i' 16.12 FL a i a F` _ r _ 22.30 FL 25.57 TC _-- ,3V� - o / l` ._. 1111 _I 14-44 _ - - 25.07 9 �. 1111__- .. _ 19 - „N T A THRU STREET" SIGN f _ _-..'"` 4 ' z 11 ,UI�1/.1�1_ __.__ti �- - _ - _ _ sTALL w 53 0 ._ I N - � .... �,_X ,� 1111___ f �.,,,�.�. 1111 _1111_ - / - F� 1� �z�-� 1111 .1111 _11 .11 , : 1111 _ I W E w_ I . _ _ _ _ °- N602� N J SS TTER S EFT 3 INSTALL /R-26 ) NO PARKING HERE TO CORNER SIGN ® W (B 1r4 (C I j : F c c~n _ a 1111._ u.w _. �, .....�.� � C�f�O -c�,�1 I_AY � R': H _ : � I I a 21 21 TYP. E 14, " ' - -- N --- LD STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 H 1. .94 L :, _ --...� �<�' 1111_.___ �{�-� •. .92 TC .�.w.� -. _ - -x' 14 "�'.. F"X �� .� 13 _ [ 1111 F� PROP : W W _ Q 42 w 1111 Y ... 0 . € ST.':R r P TOP:OF SLOPE 1 l c i r 11... . 1.1. P R: N-S R ING '�� � N Il Ivl . , PROP WALL E 0 ._ 1Tf= GAD TpE ©F SLOPE N 'a PLAN DR -2005-00068 / ' i i� ; 111 G _ . <[. .. c9 t _-.. _. 0 .- to + L E. _ tw . 2 T. .R r� N o- m , -1 - NEW:.HYDRAN / r. 1111_ .. .� �, 1111 I O U J -1 O 70. O �+ . „ ., f- w.- ..1111_. . 701d .... ` + E A �" Li ttr Lo C�-n o N v o oTE - ao � OFFSIT WAT R PLANS I CN M 5 N Z8 V ftk7" �_: , ter-- cfl Z N e - PROP,, R o I 1 � . ti A - (n A _.- c� ,u w s �, -4 7* 1111 H f t 9.85 I Y DESCRIPTION OF REVISION DATE APPR01/t=D Q0 ilS OO ham. II N ,nW 2 . � CR I NN O c0 J o .. 7 ._ A 1:�. .G� IrOr .4 20 I� ! �� � � y �-,. 0 :. 1111 ._.......... -`_ ��-1111 �� � �o � �s ©O LOIN �, x 1111 . _._,- O -�t. ,' rn : 11 tr c�, I �. \ _� 3,. N (�+ Z $ : W E __.r_. , ...W.-.. f ,. a 1111. V, 141E t a " , a , ,. "'-1111_-�,-_ \ _.._._._1111 � � '� �-, ; v I -_ 1111___. 1111 I t �,. � . ._ I ` f # $ =�_ _ _ �' XI CO �� -0 XI , , 1111..-... Ir. 1111.. .- .w..„„v : >�. / ,,� - „ , _.1 1111 - \, T f7 W i ' ,, rz n ' i EXISTING 12 CMP '��'�� `� - '-r _1111 �, I L /( 14 t , - - '� l 1 i >s: RED HILL COUNTRY CLUB DRIVE RED HILL COUNTRY CLUB DRIVE DRC 2008-00088 0 ���� �U'„ ���� h� v CLUB ACCESS (MAIN ROAD) CITY OF RANCHO C UCAMONGA v ,. a o SEE SHEET 3 LINE TABLE PIAN AND PROFILE = a � � �` a `o I NOTE: ° N 75A521 0" E LE62.31 ' RED HILL COUNTY CLUB DRIVE STI! I I +8�'S rR��r Ll �r is A1�PRox►MATa✓ °' N NOTES LOCM101V. MAY Be MO V 6D l 0 FEVT 0T}tER B N 82:55:oo u E 100.00; QE EXISTING STRIPING/SIGNAGE TO BE PROTECTED IN PLACE OR REPLACED C N 87 49 00 E 100.00 CLUB ACCESS STA. 10+00.00 TO STA. 12+98.51 j AT DIRECTION OF CITY ENGINEER WAY• C GNFIPA LO CATION ME6T� APPROVAL D N 89'31 '00" W 36. 20' OrfIZOP159r( OWN15R ON NORTH SIOeOF E N 71 '39'55" E 24. 78' NEW CLUBHOUSE FOR RED HILL COUNTRY CLUB o � � o rn ® RELOCATE EXISTING SIGN INTO PARKWAY STRl5E'r'�P1210R Tn INS'fArLLA-111ON. , � � o i N 75 52 00 E 33. 58 `� v� + o J N 82'S5'00" E 98. 12' APPROVED BY ` ' DATE: - /! D'J N + + o o+ o ® REMOVE EXISTING POWERPOLE, OVERHEAD LINES TO BE UNDERGROUNDED , QROFESStp . CITY ENGINEER R.C.E. o. 4 0 "' SEE SPECIAL NOTE ON SHEET 1 CURVE TABLE K N 87 49 00 E 85.44 q a a a 0 DELTA RAD I US TANGENT LENGTH M N 87'32'S3" W 21 .02' � DESIGN PENCO ENGIN�E'1ING INC. RECOMMENDE•D� o 20 0 10 20 40 60 � �-- F- � "' w "' `� "' "' -SEE OFFSITE WATER PLAN FOR UNDERGROUND UTILITY SERVICE F 31 '00'02" 30.00 8.32' 16 . 23' N N 75'S2'00" E 12.00' J.E.G. 4 ' - 3.24'--- 5' - / One Technology Park, Building J-725 � � p C. 0.C. O.C. RELOCATION AND REMOVALS G 55' 14'24" 25.00 13.08' 24. 10' 0 N 52'27'07" E 12.58' r' Irvine, Ca�ifornia 91618 tv SCALE 1"= 20' H 28'26'27" 33.00 8.36' 16 .38' P N 75'S2'00" E 42.37' * °�i0. tis2 * DRAWN F/x 949 5�-0775 -811! SHEET mm LOCAL DEPRESSION DETAIL L 97'09'48" 27.00 30.61 ' 45. 79' Q N 82'S5'00" E 97.39' �, ly�� 4��' J.E.G. 4 OF 7 N.T.S. OF CA11� CHECKED R.C.E No. 50152 DRAWING /N_O. / T.B. DATE: FILE N0. � I N L