Loading...
HomeMy WebLinkAbout2076 GENERAL NOTES: STREET IMPROVEMENT PLANS FOR 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 - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE PROJECT FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. FOOTHILL (SR 66) BLVD. LOCATION 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE FIRST MAGNUS FINANCIAL CEWER HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT w AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED > IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. Uia Q a Uj w a 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL SOUINEAST CORNER HAVEN AVENUE AND ARROW ROLffr= w BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM > HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ARROW HWY 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS ENGINEERING C I T Y O F R A N C H O C U C A M O N G AOf DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA LO EASEMENT OR RIGHT OF WAY. 8TH ST. w w U Q 5. 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 ELEVATION AND AT NOT MORE THAN af af 50.00 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT 4TH ST. NORTH WARPED OR VERTICAL CURVE AREAS. Z 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTION NOTES FOR STREET TREES: INTERSTATE 10 CONSTRUCTED PRIOR TO PAVING. 0 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 RANCHO CUCAMONGA. A WRITTEN REPORT STREET TREEQUANTITIES � >w Y J 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY _ WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE - Z w = J PLACEMENT OF BASE MATERIALS AND/OR SURFACING. STANDARD PLANS. STREET NAME BOTANICAL COMMON MIN. GROW SPACING SIZE QTY. > 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN ACRONOMIC SOILS NAME NAME SPACE VICINITY MAP TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL PAVING. TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL - AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. ARROW ROUTE LAGERSTROEMIA CRAPE MYRTLE 3' 20' O.C. 24" BOX 10 NOT TO SCALE 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER INDICA LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND 3. ALL STREET TREES ARE SUBJECT TO INSPECTING AND ACCEPTANCE BY HYBRID-PINK EQUIVALENT OF AGGREGATE BASE. THE ENGINEERING DIVISION. 'TUSCARORA' 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS STRUCTURAL SECTIONS. ONLY. MAGNOLIA HAVEN AVENUE NCN 8' 60' O.C. 15 GAL. 4 BENCH MARK: 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE GRANDIFLORA 3.0 MILES WEST ALONG AT SF RIR FROM THE ETIWANDA SIDING, 121 SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL 'MAJESTIC BEAUTY' FEET WEST OF CENTERLINE OF PAVEMENT ON HAVEN AVENUE, SET VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL. STD CONCRETE MONUMENT WITH DISK 109 FEET WEST AND 33.5 FEET SOUTH OF NORTHEAST CORNER SEC 14, TLS., R. 71k, 30 FEET SOUTH 12. IF THE ASPHALTIC CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR OF SOUTH RAIL OF MAINLINE 90 FEET NORTH OF CENTERLINE OF 8TH USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR STREET, 4.5 FEET WEST OF TELEGRAPH POLE, 3 FEET NORTH AND 1 FULL PAVEMENT WIDTH PRIOR TO PAVING. FOOT EAST OF WITNESS POST, AND 1 FOOT LOWER THAN THE 13. ESTIMATE OF QUANTITIES IN PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE TRACKS. CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF CONSTRUCTION NOTES AND QUAN Tl TIES: QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD DWG. NUMBERS 401-A & 401-B SHALL BE &- CONSTRUCT 8" CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY LEGEND OF SYMBOLS: CONSTRUCTED AT EACH INTERSECTION. OF RANCHO CUCAMONGA STD. PLAN NO. 104. 11 LF 2a- 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF CONSTRUCT 8" THICK CONCRETE BUS BAY-RIGHT TURN LANE PER FS FINISH SURFACE ELEVATION HP HIGH POINT ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS CITY OF RANCHO CUCAMONGA STD. PLAN NO. 119. JOINTS INSTALLED FG FINISH GRADE ELEVATION GB GRADE BREAK SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. PER APPROVAL OF THE ENGINEERING INSPECTOR. 3,700 SF NG NATURAL GRADE ELEVATION TC TOP OF CURB ELEVATION 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT __ SAWCUT AND REMOVE A.C. PAVEMENT SECTION AND REPLACE WITH INV. PIPE INVERT ELEVATION FL FLOW LINE ELEVATION TOP OF GRATE ELEVATION 89) EXISTING ELEVATION TG (403. CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. PAVEMENT SECTION PLUS 1" ADDED A.C. 825 SF (403. 9 PROPOSED ELEVATION 17. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF RANCHO 6'. .::. SIDEWALK - CURB ADJACENT 403 PROPOSED CONTOUR ELEVATION THE START OF CONSTRUCTION. EXISTING SURVEY MONUMEN TA TION. CUCAMONGA STD. PLAN 103. 2,600 SF 6 CONSTRUCT DRIVE APPROACH TYPE C PER CITY OF RANCHO + T S SEWER LINE 18. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL CUCAMONGA STD. PLAN NO. 101, MODIFIED AS SHOWN ON THE PLAN 4' ': CURVILINEAR SIDEWALK ❑ CATCH BASIN UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS 1. 1 HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS AND APPROVED BY ENGINEERING INSPECTOR. JOINTS INSTALLED PER �- O MANHOLE OR CLEANOUT INCLUDING GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY OF RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL STANDARD AND PER APPROVAL OF ENGINEERING INSPECTOR. 600 SF IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK AND RAMPS. 2,500 SF O ATRIUM GRATE INLET ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: 19. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. NO MONUMENTS EXIST IN THE CONSTRCUTION AREA. SAWCUT AND REMOVE EXISTING CONCRETE DRIVEWAY APPROACH. 500 SF � 20. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND l.� SAWCUT AND REMOVE EXISTING CONCRETE PAVEMENT. 1,800 SF RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). DATED-1-_- - J 10 SAWCUT AND REMOVE EXISTING CONCRETE CURB AND GUTTER. 55 LF P�--- --- �- _ ------------ STEP EN L HA L. . 5133 <,, 133 � LAND sG 11 PROTECT IN PLACE. LUMP SUM PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A ���Q�N �' tiy��'�� 12 RELOCATE EXISTING STREET SIGN PER CITY STANDARDS AND AS COPY OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S J �„ o SHOWN ON PLAN. 3 EA. WITH THE COUNTY SURVEYOR FOR EACH MONUMENT SHOWING THE No. 5133 x REFERENCES TO BE USED TO RESET THAT MONUMENT AFTER CONSTRUCT DUAL ACCESS RAMP PER CITY OF RANCHO CUCAMONGA COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. J� Exp.6/30/07\P STD. PLAN NO. 102. 160 SF CAUF��� 14 CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO PLAN INDEX PRI VA TE ENGINEER S NOTICE TO COV TRACTORS PRIOR OR OBTAINING A CERTIFICATE OF COMPLETION FOR THE CUCAMONGA STD. PLAN N0. 114. 1,000 SF PROJECT, A COPY OF THE CORNER RECORD FILED BY A QUALIFIED SHEET NO. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR THE RESETTING OF RELOCATE EXISTING STREET LIGHT STANDARD. 1 EA. COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE THE EXISTING MONUMENTS AND THE RELATED PERMANENT WITNESS 16 INSTALL STREET TREE PER TABLE AND CONSTRUCTION NOTES FOR TITLE SHEET 1 COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE STREET TREES ON SHEET N0. 1. 14 EA. INDEX MAP, NOTES AND DETAILS 2 ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY PROVIDED TO THE CITY. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND CONSTRUCT CURSIDE DRAIN OUTLET -MEDIUM CAPACITY PER CITY STREET PLAN & PROFILE - HAVEN AVENUE 3 THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OF RANCHO CUCAMONGA STD. PLAN NO. 107-B. 1 EA STREET PLAN & PROFILE - ARROW ROUTE 4 OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK SIGNING AND STRIPING PLAN 5 ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. UNDERGROUND U11LI TIES do STRUCTURES U TIL/TY PURVEYORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR ELECTRICITY OWNER WATIER CABLE CITY DESCRIPTION OF REVISION DATE STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF SOUTHERN CALIFORNIA EDISON CO. GAPPCO, LLC CUCAMONGA VALLEY WATER DISTRICT MARKS CABLEVISION APPROVE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE 7951 REDWOOD AVENUE 3281 E.GUASTI ROAD SUITE 550 9641 SAN BERNARDINO ROAD 10808 FOOTHILL BLVD #120 NO EXISITNG UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE FONTANA, CA 92336 ONTARIO, CA 91761 RANCHO CUCAMONGA, CA 91729-0638 RANCHO CUCAMONGA, CA 91730 CITY OF RANCHO CUCAMONGA CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO 1(800) 655-4555 (909) 605-6333 (909) 987-2591 (909) 987-6275 PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE �t�PS A• PF7� PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. a [EVF'I OPER SEWER TELEPHONE �'�,� PUBLIC lMPR01/EMENT PLAN f2 " SOUTHERN CALIFORNIA GAS CO. NEWPORT REAL ESTATE SERVICES, INC. VERIZON off.' ~ No.35275 Z CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE 216 N. EUCLID AVENUE 1122 BRISTOL STREET, SUITE 110 CUCAMONGA VALLEY WATER DISTRICT * Exp.9/3x/07 * SOUTHEAST CORNER HA VEN A VENUE & ARROW ROUTE RESPONSIBLE FOR, OR LIABLE FOR , UNAUTHORIZED CHANGES OR USES ONTARIO, CA 92336 9641 SAN BERNARDINO ROAD 1(800) 483-3000 OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING COSTA MESA, CA. 92626 RANCHO CUCAMONGA, CA 91729-0638 clvl\ r DRC2005-00109 AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." 1(800) 427-2200 (714) 850-0085 (909) 987-2591 �� �►� CONTACT: JENNY SHIH TITLE SHEET Rowe - APPROVED 5"f: DA - OWNER: GEOTECHNICAL ENGINEER. DEVELOPER. CITY ENGINEER. RCS.-*2t?53 QUAN T/TY NOTE: Underground Service Alert � Call: TOLL FREE "811M LLC �/� Cdkn* We ix IMeMMI Real Estate Series �� T.A.P. 5pIMREc:oM c -800 1260 North Hancock Street, Suite 101 THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE 3281E GUAS7IROAD, SUITE 550 1122 Bristol Street, Suite 110 500 saint Vincent c~r PROVIDED ONLY FOR THE PURPOSE OF SATISFYING CITY PLAN 422-4133 Ontario, California 91761 Anaheim, California 92807-1951 Costa Mesa, California 92626 DRAwN /rNne, Caiifomio 92618 SHEET `r INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN TWO WORKING DAYS (909) 605-6333 (714) 777-0333 FAX (714) 777-0398 (714) 850-0085 FAX (714) 850-0086 T.A.P. (949) 387-7035 FAX (949) 387-753 54 1 OF °c INDEPENDENT ESTIMATE OF EARTHWORK AND IMPROVEMENT QUANTITIES BEFORE YOU DIG c R.C.E. N0. 35275 0�C AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S). CHECKED THOMAS A. PE RSEN Exp. 9/30/07 DRAWING NO. LC.CIA 2-�-o RLE NO. 2076 a ROW 2006-00019 I BENCH MARK: SHEET NO* 3.0 MILES WEST ALONG AT SF RIR FROM THE ETI WANDA SIDING, 121 LEGEND OF SYMBOLS: — — — — — FEESTD T WEST OF CEN TERL INE OF PA VEMEN T CONCRETE MONUMENT WITH DSK 109 ON HA VEN AVENUE; SET ET WEST AND 33.5 FEET SOUTH OF NORTHEAST CORNER SEC 14, TLS., R. 7W., 30 FEET SOUTH FS FINISH SURFACE ELEVATION HP HIGH POINT O MANHOLE OR CLEANOUT OF SOUTH RAIL OF MAINLINE 90 FEET NORTH OF CENTERLINE OF 8TH FG FINISH GRADE ELEVATION GB GRADE BREAK O ATRIUM GRATE INLET STREET 4.5 FEET WEST OF TELEGRAPH POLE, 3 FEET NORTH AND 1 NG NATURAL GRADE ELEVATION TC TOP OF CURB ELEVATION A R R 0 W R O U T E FOOT EAST OF WITNESS POST AND 1 FOOT LOWER THAN THE INV. PIPE INVERT ELEVATION FL FLOW LINE ELEVATION TG TOP OF GRATE ELEVATION (403.89) EXISTING ELEVATION - TRACKS. 403.89 PROPOSED ELEVATION S SEWER LINE CATCH BASIN _ - 2 I W ❑ �1' I P CT I S ❑ - -- W�I I — - - - - - - - - i a . Z I .............. INDEX MAP SCA LE.• 1 "=40' 7' MIN. WN ARROW ROUTE HA VEN A VENUE ��� Q PROJECT Sl TE IW 0.5' Z� 0.5'❑ ,�♦ 6.5' W »' 36' ; 58' 9' S'- E W W W VARIES 4' VARIES 3.0' 4i 20' , W 3�0" MIN. 5'0 IN. <� N �---- Z Z �' 8'-6- MAJ 29' 16.0 MAX. 2:1 MAX. /� \ 2'ti SLOPE \\�\ - _-- _� � '°�'�""°i=�===...,.�$�� r ��\�\� .:.. � �`,. /� ,��\\� �W � DESCR/PT10N OF REVISION DATE APPROVE 2Z mw mm am ow mw mw ow mm MW mm mom mm mmmmJ CITY OF RANCHO CUCAMONGA EX. CURB & GUTTE CONC. BUS TURNOUT D CONC. SIDEWALK STREET IMPROVEMENT PLAN MAY BE MONOLITHIC WITH ENGINEERING INSPECTOR APPROVAL EX. GROUND LINE SOUTHEAST CORNER HAVEN AVENUE & ARROW ROUTE CONC. SIDEWALK O O 02005-00 1 09 ARROW ROUTE HA VEN A VENUE INDEX MAP, NOTES AND .DETAILS NOT TO SCALE NOT TO SCALE APPROVED BY* Underground Service AlerF CITY ENGINEER ❑ '� PtCL' #Z,4q53 . fr Call: TOLL FREE ��'Z ZZZ ��� T A.P sp RECM C 1 -800 No 35275 500 Saint Vincent V * Exp.9/30/07 LC 422-4133 tit DRAWN Irvine, California 92618 SHEET ' ! T.A.P. (�949j) TWO WORKING DAYSBEFORE YOU DIG �367-7035 -� FAX (949) 367-7534 2 OF 5 « l\ CHECKEDWIJ, R.C.E. N0. 35275 DRAG NO. CITY THOMAS. LC -0 PETERSENExp. NO. Exp. 9/30/07 2076 \CC RoW2006-00019 _ _ _ BENCH MARK. -_ 3.0 MILES WEST ALONG ATF S R R FROM THE ET IWANDA SIDING 121 FEET WEST OF CENTERLINE OF PAVEMENT ON HAVEN AVENUE; SET _ . -30. STD CONCRETE MONUMENT WITH DISK 109 FEET WEST AND 33.5 FEET L 30. 7 ;O.C,. PR -,__ _ _ __ OPOS ED _ s C „ _ OU TH RB FACE TRANS.TRANg,00 L 2 .2 OF NORTHEAST CORNER . - -_ 2 SEC 14, T.I.S. R.7W. 30 FEET SOUTH OF SOUTH RAIL IL OF MAI _ _ 'T MAINLINE 9 _ _ QP ' OF SQUTH 0 FEET NORTH F - _ - _ CU B CURS FACE O C. 0 CENTERLINE OF _ -_ � 8TH - L. � 1 .Iri 58 _ _ _ _ �, Q C. 2. STREET,EET 4.5 FEET WEST OF _ _ ___ TELEGRAPH POLE 3 FEET N _ _ _.- . _ _ SAN . NORTH AND 1 J E . v _ . � , V _ cn FOOT EAST OF WITNESS POST AND 1 FOOT LOWER THAN _ . , � THE __ w ti I© - Y TRACKS. cF i� . o0 0 0) Y 0o ao ao 0 0o O o Q ; (/) ' J .0 � ' � 1 (� r_._1 ' _ Ni ?� : _ C� . �� h h ,� r`) O O .� � : _ O _ O N W O : '__. SJ O *'� .� O O N W � ao N _ _ O ; O O + + O I fl . O O \ .� . � .� , N V- ,V 'O QO C� O U u? _ i� ti g _ O Lr) ` O N Q C� N Q .� _ tet- Q +� +a Q 4 Q _ r1 ': ti I V_ V + Z . � � � \ O V V i O ' _ _ O Ca _V i� Imo . Imo , �... _ ' QL }� 1 _ :.--ice __.- A __ V (� (� ♦� M �J . o 7Zi t•�� ,�•� '^ - - .:V i.. ►� h v z o) �t cn �. � v . EXl TlN o . _ o S G 0 . 0) __ m o e a � o v o _ t^ 10 a A n _ �U � . ,� �, O T , � _ _ OP OF _ _ .� SD CURB ,� _ f✓ o� m .� o 0, 5 9 / _ EXI11 I 1-1 - SIN G 0 -- _ 0. 6 5 �' 09' O 0. _ :TOP F4: 0 SOUTH: CURB . 2 _ Z' i • o _ _ -p 4 b9' -_ - - - 0.5 0 ----� _ : o 0� _ __ 1 5a , 9' . --- -. r-_.._ _ _ _ c to__ 0o O m ; _ _ _ , 00 rn - rn _ _ _ o _ _ rn � _ , oo : : _ . 0) + ►� o) 00 _ 0 co O O co _o o _ __ J '_ .,. _ h �, o a9 N N . + r... J + Q _4 . ". ro t� Q O i J , .� .� — _ 11 I J 1. I. �1 _. Oil Q �d _ I� k(7 ;_ ___.- t\ b ! _ Q � N i � � .� O h . V UJ , V , .� O , O _ . Lr) , O h h , h !� `�! (� PROPQSED FL OW / E _ . _ L _ _ _ - _ .36 � H SOU T _QF - - _ _ __ HOW. 1 20 = __ ' __ . - VERT. 1 .. 4 10+00 11+00 12+00 13+00 +00 CONS TRUC TION NO TES: _ EXIST. '" " 36 HIGH PRESSURE GAS MANN 0- CONSTRUCT 8 CONCRETE CURB AND GUTTER, TYPE A2-8, PER CITY OF SOUTHERN CALIFORNIA GAS COMPANY RANCHO CUCAMONGA SIU. PLAN NO. 104. EXIST. 4" GAS MAIN ZO— CONSTRUCT 8" THICK CONCRETE BUS BAY-RIGHT TURN LANE PER CITY OF SOUTHERN CALIFORN/A GAS COMPANY RANCHO CUCAMONGA STD. PLAN NO. 119. JOINTS INSTALLED PER APPROVAL OF EXIST. 15" V.C.P. SEWER MAIN THE ENGINEER/NG INSPECTOR. I CUCAMONGA VALLEY WA IFR DISTRICT 4�-- SAWCUT AND REMOVE A.C. PAVEMENT SECIlON AND REPLACE WITH PAVEMENT Z { , 4 EXIST. TELEPHONE DUCT BANK - SBC SECTION PLUS 1" ADDED A.C, ,�-EXIST. R/W EXIST. 16*" C.M.L.&W. MANN 5� CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF RANCHO CUCAMONGA �I CUCAMONGA VALLEY WA IFR DISTRICT SID. PLAN 103. MINIMUM 6 FEET WIDE ADJACENT TO CURB. t 6 CONSTRUCT DRIVE APPROACH, TYPE C PER CITY OF RANCHO CUCAMONGA SID. • . . PLAN NO. 101, MODIFIED AS SHOWN ON THE PLAN AND APPROVED BY _ TS INSTALLED qIK _ ... 4" GAS 1 EXIST. C & G� - -- PER STANDARD AND PER APPROVAL . NG/NEER/NG INSPECTOR JOINTS 6" H.P. GAS11 w - OF ENGINEERING INSPECTOR. __ _ - __ .__ _ I 11W _.._ ___ ._. -_. - -Ir0 ___ _. - H.P. GAS AND REMOVE EXISTING CONCRETE SIDEWALK AND RAMPS I .._. - _ _ v __ ._., W UT AND REMOVE EXISITNG CONCRETE OR/VEWA Y APPROACH. 15" SEWER _, _._ ._._ ___ R __ A R f� WR___ __ .- __ ._. _. a __ . _. 4 GAS 9 SAWCUT AND REMOVE EXlS11NG CONCRETE PAVEMENT. _. -1r _______..,____.. ______________________, -.-,-,.-,.-.-,.--�-------.-�--.�- __ _ _-_.__ ._. _.. _-..._. ._ -1110 SAWCUT AND REMOVE EXlSI1NG CONCRETE CURB AND GUTTER. 10 00 »__..._ _.__-..-..... ,_._,....,_.. _- - 15" SEWER t 11+00 — — 12+00 / - -- �- _._....m �_._, __, __._ _._._ �._.. _ ._.___ »_. __ E_.__ _. 11 PROTECT IN PLACE. 1 14+00 &__ RELOCATE EXISTING STREET SIGN PER CITY STANDARDS AND AS SHOWN ON — �- _T_ — L r TELEPHONE , ,t, _____ _, PLAN __.__ ..____. 13 `o ,, Q-- T DUAL AC11, CESS RAMP PER CITY OF RANCHO CUCAMONGA _ _ :, 1 ONSIRUC ASID. PLAN _ __ - _. _ _. _- _ _.. __.m ._ .- ,- __.. T LEPHONE N0. 102. 16 WATER � ! �>' ��� _. ._. _ __ ., __.-_ . __ _. _._ ___.._.__.. __._e__,____. ___. __-_ 4, J 4 ,,� 6_ __ . - _... _ __ . _ _ 14 CONSTRUCT CUR 4 WLINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA________._� _._ v _ __ _ _. . _ MONGA SID #_ - ... _._ ..®_a. v � m _ _ �.. __._ :wti_ __ _. 9 Y.. _. 4 10 � Q , . „ AN N0. 114. ,, A J B _., _._._ _.__ 1-1 WATER 4i 11 I ¢ 10 2 ,< - 10 I _.._._ __.....__. _ _____ l�J� RELOCA IF EXlS71NG STREET LIGHT STANDARD. .. _. ..., h v - , , f r o o , •, FLOWL/NE 2 __,_,_._ I o z 7 J 8 &_ INSTALL STREET 1REE PER TABLE AND CONSIRUCIION NOTES FOR STREET TREES �' ' _ ON SHEET N0. 1 3 , ._, _, , r ,. z L. , : .,... . .:,._,, HONE_C •� f T LEP x , .. .x,d ..,_._. ,y., ., ,; rr. ,..,. , .,... L , , r... . .� .. t:._.,. t,d. x, �� k�. r f .. �. 5 E . . 1 CONSTRUCT CURSIDE DRAIN OUTLET - - .. . t MEDIUM CAPACITY PER I m � , ,, , ,,. �r W. _ CITY OF RANCHO v ,, EX -� 4 .. j 1, IQ __-_ ... _ _ ., 1 . Q. CUCAMONGA STD PLAN NO 1 7-B o) ' Ex. 1S.P.B. . zrz0 , _ _ -- . w o h CT IN PLACE >�r , `` I ExTs�si wac < - ' I o �, r. i" , � _ _.____ C F,_. .;Y _..___ 1 _ r + iT - ._._._. - r. > 3.4 1 _? � ..,.t:.. ..,._... 9 ,S.. _ '.u'. _ 0. >I� .... 4�`r.fes `J ��'�;� .« �� 4 , L� ��}. o v) __r_ .- - , . _ I PPR C L ACCESS _,._ t_ _--•._ . 4 f (. _ - I� 4 13 _. RAMP - - ,. __...__ �; , ; ,<- _ ..- �? y Q�� rpt;: �-�:�- �. �',. t; 4y _..__ w CH z ,i } I Q 4 ____ , ' . , _._ ._ 5k 11 s .__._ ;1, _If . r x �il m ,t ti 144 I� ti 1 r �q rt a _ s4 3,j m 1 � 2 m � � m m 18 0 I 3 j , .. • .,1 . _ 7 i O m � 1-4 I {. I = ` �"' � o N o o F ,° . DES RlP pTY 49' 11 5�' .,�' `' N C T10N OF REVISION DATE PPROVFD . O QO �O 00 � , Z V o0 QO ZE O 2 �p CJ Q ` 1 ii :7r lOc ' S7' , :(/) O 2 0� m Q o� W oo �u ►� p �- W O W W `n Z '- V � 167 W O N O Q W �' o� (n `n + V W �, �, Q W , '� 0r_ •:: O v v Z oo cV o�' t� ` W �i W N O W = r o O W p f� N N , O ti `�. , �. 2 + O I� + +10 W '� _ °� 4i o W `" '� W 10�+(') o, o� Z Z o N Q ao v, Z CITY OF RANCHO CUCAMONGA Y O Z O O .� lv � = A 2 + 6; + W lV = F� oS J O (o ►— �� �) N ti N ') O O ~ o ~ mW ~ ^ � �~ � Q W Qm QO .gyp W p .� v> ` I� NJ � � � oOW � � ^ �O p � V MA TCH l �' Q ¢ I , Q W V W Q �, m w m Q f� � W �, Z W STREET IMPRO 1/EMEN T PLAN `� W �'� �Lj ARROW ROUTE NE SEE SHEET NO. 4 � Q) � � � a � o � � � � � W � m W � � W ��� t W a �� � z � `" �' � x Ci o � v (0 �u I k v � (n Z (n (O v � U) (O (,, U) ;o W •c v4 Z) Qj (., (n Q Q + 4 � � "� o 2 (n W ~ W (i m (n W W (/) W X W 16 Q k O z k � 3 1 I - t Qi (n W a ( moi . (n m (n (0 W Z �' 01s 1s W W 3 ; � W Q � � m � Q � a, " o PLAN AND PROFILE FROM HAVEN AVE. TO qzYEAST 11 16 16 15 16 �, v (� (/, Ln o . 00 3 Q � v c�DA PROPOSED CO ERCIA L 12 PROJECT 12 C� � �o � W DRC2005—00109 TA �, (O DEL TA RADIUS LENGTH TANGENT 6 3 APPROVED BY: DATE:,,� CITY EM6pJF.ER .2 ���(� RCE:#'2 953 A 90 53'44" 35.00' 55.30' 35.02' Q B 20-46'J8" 84.57' 30.67' 15.50' A R R O W / / TE C 2046'38" 84.57' 30.67' 15.50' R 0 V ��p� APDESI� Underground Service Alert T.A.P. sper" D 89'15'05" 10.00' 15.58' 9.87' or s�«9„ cdi,enao Z i 500 Saint Vincent c E 90 40'47" 10.00' 15.83' 10.12' No.35275 Irvine, Colifomia 92618 SHEET Call: TOLL FREE � DRAWN � q * Exp.9/30/07 c SCALE.- 20 —8�O—227—2 6�� T.A.P. (949) 387- 35 FAX (949) 387-7534 3 OF 5 Iwo woa,c�c oAvs WORE mu ac ` � CIVIL ' 0 C F 180 00 00" 5.00' 15.71' - �� R.C.E. No. 35275 0 ECKED THOMAS A. PETERSEN Exp. 9/30/07 DRAWING NO. ��++ �� CITYTHOMAS ti'?•Oto FLE NO, ZO7V �U, R0wz006-00019 BENCH MAR K. LES WEST ALONG AT SFR R FROM THE ETIWANDA SIDING : � 121 FEET E WEST OF CENTERLINE OF PAVEMENT ON HAVEN AVENUE; SET STD CONCRETE MONUMENT WITH DISK 109 FEET WEST AND 33.5 FEET SOUTH OF NORTHEAST CORNER SEC 14 T.I.S. R.7W. 3 0 FEET SOUTH OF SOUTH RAIL OF MAINLINE 90 FEET NORTH OF CENTERLINE OF 8TH STREET, 4.5 FEET WEST OF TELEGRAPH POLE, 3 FEET NORTH AND 1 _ FOOT - EAST OF WITNESS POST AND 1 FOOT LOWER THAN THE TRACKS. N IW co ' iman s m h • IW - 9 _ lu C' 1 E i 7^� y / ;// S NG s �; CQ TOP OF EAST CURB ER s r 1 s ' _ v J of Lij V• N. HOW. 1 20 VERT. 1 4 76+00 77+00 78+00 79+00 +00 EXIST. 15" V.C.P. SEWER MAIN CONSTRUCTION NO TES: CUCAMONGA VALLEY WATER DISTRICT r EXIST. 6" GAS MAIN I SAWCUT AND REMOVE A.C. PAVEMENT SEC77ON AND REPLACE WITH PAVEMENT SOUTHERN CALIFORNIA GAS COMPANY SEC77ON PER CITY OF RANCHO CUCAMONGA STD. PLAN 120. EXIST. 10" C.M.L.&W. MAIN ' 5O- - CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF RANCHO CUCAMONGA CUCAMONGA VALLEY WA1ER DISTRICT STD. PLAN 103. ��-EXIST. R/W f 3 O7 — SAWCUT AND REMOVE EXIS77NG CONCRE7E SIDEWALK AND RAMPS ao SAWCUT AND REMOVE EXIS77NG CONCRE7F PAVEMENT. E 10 SAWCUT AND REMOVE EXIS77NG CONCRETE CURB AND GUTTER. — � T IN PLACE. � 11 PROIFC EXIST. C & G s E �� 12 RELOCA TE EXISTING STREET SIGN PER CITY STANDARDS AND AS SHOWN ON PLAN a , r a — — — — — �— CONSTRUCT DUAL ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 102. ` I 14 CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. r= PLAN NO. 114. H A V E N A V E IN U E �t • „ x `� I ' 16 INSTALL STREET TREE PER TABLE AND CONSIRUC170N N01ES FOR STREET TREES ON SHEET NO. 1. EXIST. MEDIAN- CONSIRU T CURS/DE DRAIN OU RET - MEDIUM CAPACITY PER CITY OF RANCHO 76+00 77+00 78+00 79+00 0 — — CUCAMONGA STD. PLAN NO. 107-B. 16 16 16 16 Q - `" 11 W W a_ 13 As cJLAJ _ � � Jw ; : 4 10 4 QQ � o o 12' 4 C B � m � Li 5 14 EXIST. C & G p+ T' LIN -0 X i - EXIST. s. R �l C C1 Ty AMP A -,- ,AAs MENT 14 '`, DESCRIP77ON OF REWS DATE - I EXIST. EASEMENT } A �� E 1 }� f 14 ION A.. r ... • PPROVED - - = - - CITY OF RANCHO CUCAA40NGA 4 - I AN v HAVEN AVENUE x COMMERCIA PROJEC PLAN AND PR TE TO 35 PROPOSED L T �a, �` �' �` ` ����'� '�`�'��� � .` �- _ _ ` . �. � � �"�g PROFILE FROM ARROW ROU 0' SotlrH z ry m o o Q Q W � � _ I ORC2005-00109 Z C� O Q V J Q V V O s � �Q + � , SCALE: 1 "=20' ►.j O W +W + W Q� Z h p v co m Q co cn v Q + o + + a co �'�' ,� + Q m dao W 4 36 36 14 APPROVED BY' p - DATE �:UEDATA �, o �Q �Q moQ o Q �,� �, Q = me Q W Q �" �, m m m m Q m �' - " e CITY EN4lNEER E #2 4i m `- Q N '' Q J Q v d d o m d v d c��, d v d 5 50 DEL TA RADIUS LENGTH TANGENT � Q U � `"`" ,m\ 3 ,m`• 3 `�' ;Ck: o ' ; ;o Ln bi W `'' o o 64 ;o `" o ` ' Q� A. DESIGN RE " ci V �� � NN�� �, t � act s �� ( F' F A 9053 44 35.00 55.30 35.02 ti cv ti ,� _ W `" `�Cox,- ,� \ `'' `�, `'' `� W `'' `"a W a `'' `"a `'' ' `" ,m �` T.A.P. spow" 7�r (n W (0 W ( W � cow v � �° Underground Service Alert Cc�� z i 500 Saint Vincent 41 e 90 00'00" 8.00' 12.57' 8.00' 11 11 11 11 11 11 MA TCH LINE SEE SHEET N0. 3 of o"� No.35275 C 90-00,00- 8.00' 12.57' 8.00' DRAWN Irvine, Callfomia 92618 SHEET 11 17 Call: TOLL FREE * Exp•9/30%7 * T.A.P. (949) 387-7035 FAX (949) 387-7534 C 1 -800-227-2600, c,vi� 4 of 5 0 A VE N A VE N U E � DAYS MUM YOU OP CAL CHECKED R.C.E. N0. 35275 �I THOMAS A. PETERSEN Exp. 9/30/07 DRAWING N0. LO U CITY DATE Z-7..o L FILE No. 2076 "`r' cCIC ROW 2006-000lq v