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Home My WebLink About1784 COAL NOTES PtACHO IN THE CRY OF RANCHO CUCAMONGA 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO �p� Y > SUMMIT � `• CUCAMONGA STANDARDS AND THE STANDARDS SPECIFICATIONS FOR PUBLIC WORKS �WY OF SAN BEMA NO _J � O `- CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE 7 or RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. TRACT NO. 16128 HIGHLAND . . = 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER >_ 0 wcTORUA Z METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE _ ^ SHALL BE REMOVED,T RELOCATED I NAJA ENT AREAS WHERE IMPROVEMENTS M AOV HENT ED AT NO COSTBE DONE STREET AN� s LJ STCPM DRAIN IMF'PO 1 1/�M�NT P ANS L ! 1 THE CITY OF RANCHO CUCAMONGA. U D BASE LINE ROAD +* 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZED HIMSELF WITH �� SHEET 7 THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES 1 RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH 0�15 AC/LI TIES ARE SHOWN ON THESE PLANS -- - -- -- __ _ _ _ - � BENCH MARK: 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING 12 '� / BENCHMARK NUMBER 10051 1987 LEVELING) DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO FOOTHILL ELEVATION: 1300.686 FT. 396.449 M 1 g 8 7 16 5 14 3 �� RANCHO CUCAMONGA BM 10051 1987 AT THE 2" BRASS DISK IN CONC. CURB STAMPED "CITY OF 2 CUCAMONGA EASEMENT OR RIGHT-OF-WAY. i 28 NORTHWEST CORNER OF BASE LINE ROAD AND 27 - - SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES VICINITY MAP AT SOUTHERLY END OF CATCH BASIN, 2 FT. NORTH SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF 30 20LEGENDOF BEGINNING OF CURB RETURN. - / N.T.S. SUB-GRADE ELEVATION AND AT MOT MORE BASIS OF BEARING:ORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING SOUTH LINE OF LOT 1 AS SHOWN ON TRACT N0. 15766 STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE - - STREET LIGHT RECORDED IN BOOK 271, PAGES 8-11 OF MAP IN THE AREAS. 26 21 10 ' 1 OFFICE OF THE COUNT' RECORDER OF SAN BE'RNARDINO, *V �t 6• ALL SEWER, WATER ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR 3 87 88 ♦� STREET NAME SIGN, STOP SIGN, BEING NORTH 89'49'23 EAST. "NOT A THOUGH STREET" SIGN COhG7MoCTM MT S +�7 CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 32 25 2 g SLOPE Ot CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT 128,63 7 S.F. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING STORM DRAIN 86 Sg 20 CONSTRUCT 6" CURB & GUTTER PER CITY STD. N0. 104 6,695 L.F. ORIGINAL GROUND AN ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY SEWER MANHOLE ' OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL ; 33 24 2,5 SEWER30 CONSTRUCT 4" P.C.C. SIDEWALK (W=4') PER CITY STD. NO. 103 29,650 S.F. BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE . WA TER MATERIALS AND/OR SURFACING. 85 90 7 4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. N0. 102 8 EA. �' I O 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY 34 Os CONSTRUCT CROSS GUTTER PER CITY STD. N0. 106-A 2 EA. ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY i 84 91 6 O LEFT BLANK INTENTIONALLY - OIL CONTENT AND GRADATION OF ASPHALT PAVING. I T 6 ' O LEFT BLANK INTENTIONALLY _ 9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE 351 36 37 38 39 40 j 83 92 �pc O LEFT BLANK INTENTIONALLY THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: SIEVE , 5 CO 'T� NOTES F S'!TiCET TR S ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. ' I O ADJUST MANHOLE TO GRADE 15 EA. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TEST TAKEN 82 93 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH 10 ADJUST WATER VALVE TO GRADE 25 EA. TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). 41 4 CITY STANDARD PLANS. O 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY ' 55 54 53 81 94 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING' AN 11 INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND 32 EA. COORDINATED BY DEVELOPER, MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE , AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE 42 3 INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES 12 INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-B 9 EA. GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. MAY REQUIRE BACKFILL SOIL AMENDMENTS. AS DETERMINED BY � 56 52 80 95 W 2 THE CITY INSPECTOR. Q INSTALL STOP SIGN (R1) PER CITY STD. NO. 401-B 6 EA. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERlLANT 43 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND 14 INSTALL 30" RCP & BEDDING (D-LOAD PER PROFILE) ACCEPTANCE BY THE ENGINEERING DIVISION. O 354 L.F. REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED 79 96rn f5 INSTALL 18" RCP & BEDDING (D-LOAD PER PROFILE) 119 L.F. AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT 1MDTH PRIOR TO 5 7 V) 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT O PAVING. + 51 44 ' PLANS ONLY. 1s CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331 3 EA. 13. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE 58 78 97t© CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 4 EA. PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE 50 45 18 CONSTRUCT MONOLITHIC CORNER CONNECTION PER CITY STD. 309 1 EA. THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE , 19 INTENTIONALLY LEFT BLANK DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. ' S9 77 - THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE 49 46 75 74 Q CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. 107-C 1 EA. OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE MODIFIED FOR EARTHEN CONNECTION PER DETAIL ON SHEET 7 RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM60 I J6 73 SHEET 1 - TITLE SHEET 21 INSTALL REFLECTANT HYDRANT MARKER PER CITY STD. 134 13 EA. OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER 48 47 SHEET 2 - SAN CARMELA CT. STA. 1+00.00 TO STA. 10+00.00 © PROVIDE PAVEMENT MARKING WORD "STOP" WITH STOP BAR 6 EA. I TFMS OF WORK. SHEET 3 - DURNESS PLACE STA. 1+00.00 TO STA. 3+15.02 PER CALTRANS STD. DWG. NO. A24D. ji.l 72 + SAN CARMELA CT. STA. 10+00.00 TO STA. 12+14.34 © 1NSTALt "Nor A THROUGH STREET" SIGN PER CALTRANS STD. DWG. NO. W53. 2 EA. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401-A + 61 SHEET 4 - TAGGART PLACE STA. 1+00.00 TO STA. 8+64.85 AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. i P Z= SHEET 5 - RENWICK DRIVE STA. 1+00.00 TO STA. 3+97.00 INSTALL 4" SOLID DOUBLE YELLOW STRIPE PER CITY STD. 133 500 L.F. i MARGATE COURT STA. 1+00.00 TO STA. 2+71.35 D CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUC. STD. DWG. NO. 300 3 EA. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR WHITBY DRIVE STA. 1+00.00 TO STA. 4+34.09 Q INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 101 EA. THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON , 62 � 65 � � � 71 ' SHEET 6 - TOWNSEND COURT STA. 1+00.00 TO STA. 3+70.08 REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY 63 4 1NSTArL� MANKOt,f E T s 311 1 C� 66 7 68 6 9 70 HARWICK DRIVE STA. 1+00.00 TO STA. 5+71.53 *r .1 P R CITY 'ro ENGINEER FOR APPROVAL. ( I 1 AI C6PJMUCT 11AEWAA* (W-t ) t;$p cmy sTD. AIA. SHEET 7 - STORM DRAINS - DURNESS PLACE/ HARWICK DRIVE/ X I S T I N G SURVEY M O N U M E N TAT I O N zal 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY _---------- -- Y� - - - - -- TAGGART PLACE hereby certify that i have identified all surveymonuments of records that could be disturbed b STATE, THROUGHOUTCONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE - - - - - - - - - - - _ __ -- - - - --- - - Y INSPECTOR. s s= -` ----- - - -- - -__ this project. All said monuments which currently exist in the field are shown on these plans and are _ .. _ - =_$ described as follows: _ -- ------------- _---------_--______ �_ _ 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION. - - - ---- ��a� �� 1" i.p. no tag with nail down 0.7' (no reference) ------------ - PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: - ---_ �-----=-- ------- --_--_--- 2" i.p. tagged Ls. 4693 flush per tract no. 15766 mb 271 / 8-11 . A. CUCAMONGA COUNTY WATER DISTRICT ATTENTION: JIM CLINE --•��s _ - - _. - ____ _- - - - - - - - - - - - - - - - - - �-.�.� a ��, -� 10440 ASHFORD STREET, TELEPHONE: (909) 987-2591 Cy Dated---MAY 11 , 2000 �- - - - ----�---- -- RANCHO CUCAMONGA, CA 91730-0638 #YDE MAP SCALE: 1"=100' Mitchal L. Cassel LS7504 B. SOUTHERN CALIFORNIA EDISON ATTENTION: DAVD QUEZADA Prior to obtaining a construction permit for the project, a copy of the corner record fled by a 7951 REDWOOD AVENUE TELEPHONE. (909) 352-6240 qualified R.C.E. or L.S. with the County Surveyor for each monument showing the references to be FONTANA, CA 92336 WEST EAST used to reset that monument after completion of the project shall be provided to the City. C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: JESUS GARCIA R/W R/W Prior to obtaining a certificate of completion for the project, a copy of the corner record filed by a 216 N. EUCLID AVENUE TELEPHONE. (800) 427-2200 RES. ss' R.O.W. qualified R.C.E. or L.S. with the County Surveyor for the resetting of the existing monuments and 0C14 ONTARIO, CA 91762 ( ) 11 44 11 0 5 G�Tp TpG� /11 the related permanent witness monuments after completion of the project shall be provided to the � TELEPHONE: 800 427-2000 COMM. �Il r1 Il e3 LSV 2.0' TYP--{ 6'yl 1.0' D. GENERAL TELEPHONE TELEPHONE. (800) 483-3000 4' I TYP IJ 4' 585-A NORTH MOUNTAIN AVENUE 2X 2x _-2� 2X 2X MIN. 3:t MAx. _____--- 2:1 MAX. SYMBOL STREET NAME BOTANICAL / COMMON NAME MIN. GROW .__. QTY SPACING SIZE UPLAND, CA 91786 AGG. BASE SPACE it AtkSIDEWALK A.C. PVMT SIDEWALK TAGGART PLACE FR" OBOTRIA DEFLEXA ) 3' 12 25 0.C. 15 GAL E. METROPOLITAN WATER DISTRICT ATTENTION: FRED ADAMI 0 6" CURB BRONZE LOQUAT TREE Rev SED Ir WIDTH i L32AT/O AJ AT (, N 700 N. MORENO AVENUE TELEPHONE: (909) 593-7474 6" CURB WA TER do GUTTER SIAM C�MtrN t� C0 4 RT - $y AEt• c T.-W� P� I do GUTTER STORM DRAIN CERCIS CANADENSIS LA VERNE, CA 91750 SEWER WHITBY DRIVE (EASTERN REDBUD) 5 13 25 0.C. 15 GAL H . �yAFI. IASL STA 1 +86.62 - 4+64.64 TYPICAL SECTION ' AADD 9 SCARMELA COURT HARWICK DRIVE (BRADFORD PEAR)A BRADFORD 5' 14 20' O.C. 15 GAL AN DESCRIPTION OF REVISION DATE TI = 6.0 R 35 APPROVED • RENWICK DRIVE CERCIS CANADENSIS 5' 13 25' O.C. 15 GAL C � �� f� TO CONTRACTORS NOTE. STREET SECTION VARIES FROM 21' HALF STREET WIDTH AT STA. 4+64.64 (EASTERN REDBUD) C" OFC� oNO7rE TO 18' HALF STREET WIDTH AT STA. 6+47.41 SOUTH NORTH MARGATE ROAD RHUS LANCEA (AFRICAN SUMAC) 5' 6 20' 0.C. 15 GAL c THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR OR OR STREET AND STORM DRAIN E STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES WEST EAST TOWNSEND COURT RHUS LANCEA (AFRICAN SUMAC) 5' 7 20' 0.C. 15 GAL IMPROVEMENT PLANS o NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITES OR R/W R/W BRACHYCHITON POPULNEUS a IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE 60' R.O.W. ® SAN CARMELA COURT BOTTLE TREE 5 30 25 O.C. 15 GAL TRACT p• l6{�� E RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO N V 1 WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, 0.5 12 s' 3s s'� 12 0,o' DURNESS PLACE BRACHYCHITON POPULNEUS 5' 6 25' 0.C. 15 GAL o CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED 1•o, 4' TYP. TYP. 4' BOTTLE TREE TITLE SHEET AND INDEX MSP �, UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTORS 2x I 2% I , RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY 2X MIN. �� 2X 2% MIN. c COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND 2.1 AGGJBASE 2:1 MAX. S Approved By �' ' DATE: SERVICE ALERT (U.S.A.) PHONE 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO A.C. PVMT. �QR i{;9 CITY ENGINEER , ((�,(� � It RCE Nd. 4953 01 DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE SIDEWALK s" CURB SIDEWALK D. C 0 UJ VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY 6" CURB WATER b do GUTTER DESIGNED BY RECOMMEND � IDENTIFICATION NUMBER ISSUED BY U.S.A. do GUTTER STORM DRAIN NOTICE TO CONTRA T m M.B. _A '� ASC SEWER 48 HOURS BEFORE YOU DIG C C041983 DRAWN BY: SHEET TYPICAL SECTION: LOCAL STREET CALL CONTRACTOR SHALL INSPECT AND VERIFY PROJECT SITE 31/04 � T S g37 SOOT VIA LATA o n =5.0 R = 35 CONDITIONS INCLUDING LOCATION AND ELEVATIONS OF 1 OF 7 UNDERGROUND SERVICE ALERT ALL EXISTING IMPROVEMENTS AND SHALL REPORT ALL Jlq CNti CHECKED BY: COLTON,IT CA92324DRAWING NO. o DISCREPANCIES TO THE ENGINEER PRIOR TO TF OF CA Y D.P. PH. (909) 783-0101 FAX 909) 783-0108 1-800-422-4133 L ( 17 Q PROJECT SHEET 1110. OF i �+ 01 183.62' OC BENCH MARK: N ' _. �LEVATION.•K "300. 686UMBER 100FT5/ (396.4491987 �M LING) 1 EXISTING GROUN * o c� 2" BRASS DISK IN CONC. CURB STAMPED "CITY ® WEST CURB OF RANCHO CUCAMONGA BM 10051 1987" o o N AT THE NORTHWEST CORNER OF BASELINE '? 150.00' NG r + �' ROAD AND SWANSON PLACE 0.25 MILES ! ca '108.62 OC f o PVt STA = 7+39.70 WEST OF ETIWANDA AVE. AT SOUTHERLY END 37 r2' Oc ►. N o -- - t- PVI ELEV = 1318.80 $ OF CATCH BASIN, 2 FT. NORTH OF THE BCR. CURB RETURN EXISTING GROUND o ° - -'- ? `° 71 z + "� ` y C) m �- ` P 1.80 BASIS OF BEARING - SEE SHEE1 1 Q ® WEST CURB -----y� N i 15200' VC fl o fl ^ --� a o.44 '� • 4 1- PVI STA = 4+64.64 f V N `n °i / 'n ev A/4 A14 �4 m? ^ l PV1 ELEV = 1316.24 ' 37.60' OC rn + ai ✓ oo / + O 4 _ __ - .__ r v _ . _ b, - CST v � � ._,.._ mn + / PROPOSED TOP 10 - (6 Q N j OF WEST CURB -�. m O �, %� 0 1% PROPOSED TOP �' ° OF WEST CURB EXISTING GROUND S �- ►'� 0 oor ' r o � Z $i + "� _ _ / �* 150.00' VG ® C/L � J + IN ~ U ^ o g N - F-cc PV1 STA 7439.70 C r�r, \ LLJ W 0 op r� 1-- Z PVI ELEV = 1318.82 -'- of N N co M g y 1`5D.D0' ^ rn 1. Z z EXISTING GROUND ,� / PVI STA 4+64.64 o ^o g o !� J ® CIL `1� PW ELEV - 1316.31 �l 14: ad 0 ^ n' N 3- W - = LiJ LLJ o $ _ a ` ° M40 PROPOSED FINISH o + - � '� b.91 x SURFACE C/� m + yo PROPOSED FfNISH m S o + -- - ° �- 3I °° J SURFACE ® CIL S + ° + EXISTING GROUND o - - - 0 EAST CURB N STING GROUND 1s1.7o' vc 1:50.00' c EAST CURBmPV1 STA 7+39.70T5Q.75' OCPVI ELEV = 1318.80CURB RETURN VCro o 106.20' 0C +A = + / 1toob' VC.40 -� 3.4.p PV1 STA = 4+64.64 37.50' OC W � i Q PV! ELEV =U A, 1 07.26 f- '`_ PVI ELEV 1316.24 � ►- m m �4 �4 �4 `±�4 o J" Q .t o �: ry 'n j ^o + ,� o0 r� -...-...-..e-.rte ' �� .�...e. .. j - -.-,._..-..,...-..,-.-.,..._.// ��- ,,. ._ ...,.�....w...» .-�.�....s...s � a.. .-._...«_..._ .�«_�-.--,.. �. - .. < - .... _ +may ,.>..._. _� �..- .<.r..-- -______ ........._. - _ ..:_....•.�.-..-,.. M � �•,+.�. -.. ---.i k. ---�'.-�..-.-.^ _, -s..._+..,a..--s� -a_.e.�..r_-..�. Y^...r.. -••4---- �32V -EAST - .s. a _ ,-.....+`. _.r ., - . z•a.r .+•r•.,.t-w._ .,.,y. cp "' o " -� PROPOSED TOP �, o + �' j o,ti r: ►• +o $�, OF EAST CURB Q so 4- 0o m 3,52� �•91 {"` TAN GR. PROPOSED TOP _1-- 0 TAN GR. 'OF EAST CURB a i , t } - V f PROFILE 0 1L CAL E S ES I t s f + H Rr 0 1 4 Z . 0 4 I 3 1 VERT. 1 4 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 CONSTRUCTION NOTES O1 CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT 2O CONSTRUCT 6" CURB AND GUTTER PER CITY STD. NO. 104 I O3 CONSTRUCT SIDEWALK (W=4') PER CITY STD. DWG. NO. 103 I II I O6 SAWCUT AND REMOVE EXISTING AC PAVEMENT + 97 q�j I I " " 9 5 9 4 93 I I I O REMOVE EXISTING AC PAVEMENT I EC 7+92.54 BC ( 91 90 I I 8 REMOVE EXISTING CURB AND GUTTER 74 6+41.93 p I L=59.14' =16.4 39.20' 55.60' 8+14.70 II 89 U I 55.60' 22.16 L=33.47' II O9 ADJUST MANHOLE TO GRADE L X5.35' 5+17.90 � - __----_ - ^ 17.91 0 - - - _ - _ L=�61 6 TYP. I � l0 ADJUST WATER VALVE TO GRADE II! I ► �I III I w 73 - -- - -__ 2 rc °0 20-15 PRC 6+00 " 7+00 11 N00 05'07 E K 1 1 8+00 3 L Ij i I I I I 1 4+61.12 I 21 18.01 167.29' 1 _ TIC - 21 ?, 11 INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR II l l t 12 II I I 7' t t 2 4 TC 20.15 y PROP. CIL +00 M 2 -T L rc FOR AND COORDINATED BY DEVELOPER �( I 1 I 1 ern. 72 92' *U 3 1 t - 12 INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-B 1+00.00 SAN CARMELA CT. INT. 1 / 61.63• 7 7 56 16 13 5 J N 3.49 �� 89+49.91 BASELINE RD. /L i $ _ 2+ 5 8 C / L=38.55' 16.54' 55.00' O TIC 1 06.57 8"CF I ( t2 13 1 8 6.62 - 2+81.87 TC 6 a� EC 56.00' 34.53' 25.64' 23.49 13 INSTALL STOP SIGN (R-1) PER CITY STD. N0. 401-B ro TC \ L=118.88' 15.90 L=161D.- 6 6+52.43 26 TYP. BC L -00 51 ' TC 23.5 T - - 6+69.17 �I F5 I'. ECR �-T� �"! ` TC 8+14.70 9+11.88 21 INSTALL REFLECTANT HYDRANT MARKER PER CITY STD. 134 6 2 3 4 L�6.4O, 05.82 TIP• "STOP"II g ! TC A `�L� ____ 5 I 6 I� 7 PROVIDE PAVEMENT MARKING WORD STOP WITH STOP BAR II! i 06. 2 -----� _ ' _N I! 06.60 05.70 ' __ �,, 4k 11 ' PRC PER CALTRANS STD. DWG. N0. A24D. ao III � FS TC 2 �_� C E N w 4+69.03 � I I 1 7 E 2+00 3 t t 10.02 2 /� �4 CONSTRUCT 4" SOLID DOUBLE YELLOW STRIPE PER CITY STD. 133 0 " TC3+00 _PROP. �/ 06. 6 05.60 Tc INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 C II 4 10,02 F N w I I TC B _ 3 D 2 TC G o I I / L2p5 24 I 4+17.26 II g ( 5.81) 8" F /A�� ECR 105.52' \ o TC / og5 1+76.40 + / 81 C14 I °� _ BC QD' +81.87 N PROPOSED STREET LIGHT ' ` f 1 r n PER ST IMP PLAN h '+ � DWG. # 1726 IPT CITY '� EXISTING STREET LIGHT TO BE REMOVED BY OTHERS. DESCRIPTION OF REVISION DATE APPROVED 01) GRAPHIC SCALE 40 0 20 40 80 C17Y 0OF RANCHO C C A �I►/'�!wrAA c d = 40• cl STREET IMPROVEMENT PLANS CURVE/LINE DATA CURVE/LINE DATA TRACT NO. 16128 OL DELTA/BEARING RADIUS LEN./DIST. TANGENT DELTA/BEARING RADIUS LEN./DIST. TANGENT SAN CARMELA COURT E 93 35.00' 5;'. 12' 37.21' J 35'37'47" 276.00' 171.63' 88.69' B? 83'04'22" 35.00' 50. 75' 31.01' K N00'05'07"E - 173.09' - STA. 1+00.00 TO STA. 10+00.00 V) C N00'05'07"E - 50. 19' - L NO0'05'07"E - 162.27' - v+ Approved By DATE: U( v D N00'05'07"E - 51.53' - M 18'18'19" 598.00' 191.05' 96.35' ROFESS/ CITY ENGINEER RCE NO. 24953 E 34'24'09" 279.00' 167.52' 86.37' N 18'18'19" 580.00' 185.30' 93.45' S M� DESIGNED BY: RECOMMENDED: F ' 34'54'23 300.00' 18��. 77' 94.32' 0 18'18'19" 562.00' 179.55' 90.55' W m M.B. ..AE I e CAS G. Li G' 35'24'14" 321.00' 198.35' 102.46' 4 83 � DRAWN BY: N Q N _ 9=AL ■ N C:� SHEET XP. 3 -- - - - - - T.S. 937 SOUTH VIA LATA 2 OF 7 34'13"59" 322.00' 192.39' 99.16' SUITE 500 0 0 1 34'54'23" 300.00' 182. 77' 94.32' lq CN11 a�Q CHECKED BY: OF CAUF� COLTON, CA 92324 DRAWING N0. `° lF 0' o Z D.P. PH. (909) 783-0101 FAX (909) 783-0108 f 745q PROJECT SHEET NO. c;�- OF 54.65' OC 50.00' V1 30.00' VC 47.12. OC � i BENCH MARK: CURB RETURN POSTA.=2+p6.69 PVI STA.=2+51.10 CURB RETURN BENCHMARK NUMBER 10051 (1987 LEVELING) PVI ELEV=13(9.88 PVI ELEV-1310.46 ELEVATION: 1300.686 FT. / 396.449 M 2" BRASS DISK IN CONC. CURB STAMPED "CITY ixls'HNG GROtJNp Q A/4 A/4 ,x/44 OF RANCHO CUCAMONGA BM 10051 1987" WEST CURB ' n AT THE NORTHWEST CORNER OF BASELINE V4 V4 974 IY4 :k _ m g m �, ROAD AND SWANSON PLACE 0.25 MILES N ^ m� o� ^ ^ o E ISTING AROUND WEST OF ETIWANDA AVE. AT SOUTHERLY END �o �O rn . N N cp O WEST CURB OF CATCH BASIN 2 FT. NORTH OF THE BCR. U +n o `n '� co W o '?N "? } N ^ 407 tc, J _ t� �`v so.oo' VC BASIS OF BEARING SEE SHEET i W n )\ fp` 00 Z O m . "' TAN. GR 45.04' OC 41.64' OC x.66' OC 19.66' 'OC 9.64' 'P55297 7.03 7 ^O k CURB RETURN + CURB RETURN PVI V �J�Q NORTH _<_ w.- .. - ._ -._ . _... A/4,. =i3 :127 LE �. ._. r. . . .. _ _ u ....__, _. .. . ......TAN. G . _.. . .... . .__.• p�4 p f4 p f,¢p/ 4/4 A,/4 p� p/ - 7.82 r ^ OC 1. 0 4 4 4 - � ?U TAN. GR PROPOSED TOP ' `' { m w N m N N ^ tp R W M 41 OF WEST CURB w ^ w�, �? m 0; N M '? W 1.50% a + . m /yy Z + o TAN. GR g ^ -- -y y N EXISTING RbUND 2'.00 ^ PROPOSED RO OSED TOP / ® CIL N OF WEST CURB , g . + „2 1 +w + r J r ^m _y - il / 1 N -- -+ EXISTING GROUND EXISTING GROUND PROPOSED MI SH O �- + N ! SURFACE C11 0 EAST CURB .#. CIL a a� - Z 42.41' OC _ } $4.98' OC 50.00' VC CURB RE RN -.-- i t- ' CL r� _ _y R T o CURB RETURN PVI TA=2+07.02 914 914 �( A4 ` N o 'n uo" 007° PVI LEV=1309.89 V 4t + N o i mm ` 4 m -� _1 cp .`t- o 974 97 �f4 9�4 _ o ^ o N N , �L.I ^o 0 0 `O _ W w W / C> 2 p - of U U N t^1I " N c± e+� N ^7 ", �j • o "x PROPOSED FINISHED vs o 0 w o K� � � z o a a SURFACE C/L ' +o + N M 1.3dy OOf LLJ = PVI S58.64'TA 1 V+49.28 28.P0, {59.64' OC 9 - ./ PVI ELEV 1326.48 w _... _... _. ..,. ,..,. i TAN GR *'r �. 10 EXISTING GROUND . - �, N� o ^ #. 3d BAST TA N, GR PROPOSED TOP � '` ¢ ® EAST CURB g > m n " OF EAST CURB W w N � + N 0.85 { b � I o N o M o ^ PROPOSED TOP OF EAST CURB PROFILE SCALES 4 HORIZ., 1 "=40' VERT. 1 "=4' 1 +00 2+00 3+00 10+00 11 +00 12+00 CONSTRUCTION NOTES O1 CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT 2O CONSTRUCT 6" CURB AND GUTTER PER CITY STD. NO. 104 SEE 94FEr 6 O CONSTRUCT SIDEWALK (W=4') PER CITY STD. DWG. NO. 103 BASE LM RO ,�% O CONSTRUCT HANDICAPPED RAMP PER CITY STD. NO. 102 w HARW►CK DRIVE I II I I II I I I 103.97' �! 6 SAWCUT AND REMOVE EXISTING AC PAVEMENT Fi3CR 5 14 REMOVE EXISTING AC PAVEMENT BCTRA T CR N C BOUNDARYREMOVE EXISTING CURB & GUTTER 64 �'1112 a, BCR 1+83.69 BCR88 ADJUST MANHOLE TO GRADE 1+00.00 DURNESS PLACE C INT. II I 10 58 8"CF 1 `�� `�0.1+81.6 0� 1 8 r1383+95.40 BASELINE ROAD C L TC ECR12+14.34 SAN CARMELA CT. C �/ II I I TC ` �� Ca CR �`L' BCR 25.40 /L 10 ADJUST WATER VALVE TO GRADE 2+66.10 10+39.06 ECR EC BC 71 75.78' 4 I TC`�� 13 10+37.12 G 5.95 �. BCR BC 11+48.95 l i INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED 9.76 6"C `l _ C ^' o 23.49 +29.61 a) 1 1 .48 rc = '- - o `" Tc titi' 13 I {' x'09 57 52 �9i ` BY DEVELOPER 0 10.85 X33.1 dOIS + 1 5 E 3 TC 11. 1 o L 12 � t oo + .17.5 �� 27 18 12+45.52 11 12 INSTALL SKEET NAME SIGN PER CITY STD. 401-A & 401-B PROP_C/L c� 11 /00'10'37 E 2 FS P 7C II 215•o ' 3 00 --- --- 3 0 N 9� 1 3 INSTALL STOP SIGN (R 1) PER CITY g 1 �0 10.71 ° 0 6. 3 26.32 RB L. O Zapf TC 1 24.27 F H TC TC T NS. •` $. T TC - - 4 1 rn 11 TC 1100 PROP. C/L� N25.1g'lg"E 1 12+00 21 7.03' OC 1 ,--SEE SHEET 7 FOR 21 INSTALL REFLECTANT HYDRANT MARKER PER CITY STD. 134 II I 1 B \ D I 60.00' 24.89 11 144.18' 27.56 CURB OUTLET DETAIL -- wa• - I i �� 11 0 76.76 13 00 J TC 2 K 25.89 L 26.40 27.80 TC-MOC PROVIDE PAVEMENT MARKING WORD "STOP" WITH STOP BAR qj BCR I r'i 12 � Tc M FS 11.59' OC 7.70 ` w PER CALTRANS STD. DWG. N0. A24D. ECR 26 TIP• 2+70.02 r'�. 3+15.02 DURNESS PLACE C/L INT. I a j j j 1 .01 8"CF l ') �� 1+82.02 ECR = 2+17.14 HARWICK DRIVE CIL 26TC 97 T,RANUR ^ 6 INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 6 3 2 6 To 8" d� : S`t PER 7 /•••��y tT O 10,$ ° a.�� _? 9.6 38. Lil .7 =26. 18, 8 COrvfTltuc•r floEWgLk (V R��(6�/ II I I I 6 23.51 EC 40 V7V5�J712D S 40 I I I I I I BCR 5 o I I N FS 10+70.17 � EC � 80 4 7 11+19.96 X5.8 no I I I I I I o ° co 23.49 0 08.18 11+ 8.95 ( 4 0 I 7C � 26 TYP. 2 BC, 12 \ - I 109.56' $ 10+ 4.51 SAN CARMELA C C/L INT. � I 11 I �I i III I I � I • = 4-1 ,34.09 WHITBY DRIVE Lo y o DRVE 8 9 L o 70 EASE LANE ROAD SEE SHEET 6 I �,� RcVIfEy fIDFwAI•ir fDTN LOzArcw AT [ t SAW GAMMA COURT - BY AES-644C 0 DESCRIPTION OF REVISION DATE APPROVED cn APPROVED DURNESS PLACE SAN CAR, CITY OF RANCHO CUCAMONGA I CURVE/LINE DATA CURVE/LINE DATA STREET IMPROVEMENT PLANS E0 u DELTA/BEARING RADIUS LE:N./DIST. TANGENT DELTA/BEARING RADIUS LEN./DIST. TANGENT TRACT NO. 16128 OL E A 89'28'07" 35.00' 54.65' 34.68' K /25'19'19"E - 49. 79' - DURNESS PLACE STA. 1+00.00 TO 3+15.02 -I B 90'00'00" 35.00' ��4.98' 35.00' L 15'00'04 112.00' 29.32' 14. 75' SAN CARMELA CT. STA. 10-+00.00 TO 12+14.34 0 99'59'59" 27.00' 47. 12' 32.18' M N40'19'22"E - 57.52' D 90'00'00" 27.00' 42.41' 27.DO' N' 210'00'07 38.00' 139.28' 741.81' Approved By 1 DATE: _ _ OF Slp CITY ENGINEER I4 RCE N 24953 u E ' /00'10'37"W - 84.41 - 0 Ni0'19'15"E - 57.52' q �c U DESIGNED BY: RECOMMENDED: � F ' /00'10'37"W - 88.00' - �' 10'03'19" 112.00' 19.66' 9.85' � 2 _ --_ �. w M.B. .�•. G' 95'34'26 27.00' 45.04' 29. 76' , ==AE E19CASC_ 4 J or 041983 DRAWN BY: N�� N F . F ae a N C� EXP. 3T3"'/04 88-21 '45" 27.00' 41.64' 26.24' _ - _ _ _ SHEET I ' 0351'31" 598.00' 4-0.27' 20.14' T.S. 937 SOUTH VIA LATA 3 OF 7 00 o 06'55'53" 562.00' 67.99' 34.04' �lqlCIV£OF CIA �\P CHECKED BY: COLTON, CA SUITE 5092324 DRAWING NO. D.P. PH. (909) 783-0101 FAX (909) 783-0108 76 4( _„ PROJECT SHEET NO. - OF BENCH MARK: r 17.80' BENCHMARK NUMBER 10051 (1987 LEVELING) EVSVIVG 111.95' we 43.59' o.c. o.c. ELEVATION: 1300.686 FT. 396,449 M t OF WEST CURB ; PVI ELEV = 1322,198 2" BRASS DISK IN CONC. CURB STAMPED "CITY EXISTING G�70UND OF RANCHO CUCAMONGA BM 10051 1987" OF WEST CURB 1 .80' o AT THE NORTHWEST CORNER OF BASELINE •43. 9' 4.C. `I 42.41' OC i 60.00' VC 60.00' VC _: _ o ` 'U ^ p ROAD AND SWANSON PLACE 0.25 MILES CURB RETURN _ _ o,^ .� 04 N M W WET F ETIWANDA AVE. AT SOUTHERLY EN S 0 D e, PVI STA - 1+75.00! PV1 STA - 2+35 ,� o t "� m n w OF CATCH BASIN, 2 FT. NORTH OF THE BCR. %4 &14 14 4 PVI ELEV = 1312.41 PVI ELEV = 1313.07 ° ^ v ^ W- N �n 100.00' V N m .� - sa BASIS OF BEARING - SEE SHEET 7 `+�' o on g °° 2.67 ± Z PW STA = 5+50% �' + w *� -0.54 p Tt PVI ELEV = 1321.48 ' ^ ^ TAN GR _ - t " . _tea. __..._: 11 .. s r -__ ..- o._ - -- . V F _ �._.._. . �_. _ _ 3__ . . a �_ .. _r .-� -h.. _ O> (p O> O Cy N - . o N - i _-_._., �3`�5 .1I LS� -__.. _ _- ...<_.._.....sv.... ..- .. -...✓ . ._-. -.-.--,.._.-. .,, . _-,..<_.__ ........_ ...._...._ -...1, „._ ,y,.-h. .,.. ,.,.....,_ _.. ..,....._._ _-- ppiK o b n � N � p uj 1,00 PROPOSED TOP �' -� o N + 1.00% J L�XISTING Gf?OUNp L=�2.531L=22.53'L=22.53'L=2 .53' 0.60% TAN OF WST CURB EXISVNG GROUND o N ; '� ^ ^ `` CIL ; ,t TAN ® C/i. I y- - o M 06 N 40 N L=56.64' 2.s PROPOSED TOP : � '' + � + ,, 40 60.00' VC S OF WEST CURB , --- 100. ' VC N Q PVI STA = 2+35 r i o Y PVI STA _ 7+OQ i y N PO ELEV = 1313.09 +- U P1/I ELEV 1323.00 $ o ^ D. 7 y o N 100.00' V Q �" ^ 7% 2 o47I: 1 o i Z PVI STA s 5+50 m ,� W v Mi $ Q 0 Q o o PVI ELEV = 1921.50 Q o ao N ^ pcl� �i ; N � rj � 1�J N ^ O O � W N -.--.-,a..- +-t.-.-e..-vim,-_Y. _. .-,r ^ . .,,. ,._.w....., ws.. ....._ -__... -,. _s- •-..a..-- ... ,..- _.s.......:w.... s.;. ..-...e.- ,r._a..a. _ _ -._ ..y._._. ,r._,,.... - i __. __ . �. . ,�. _ a. ___ �_. _ , ,. . �y p ./ rt r j _p r-) p0 CV i i N r� + ;cl, O o + N _ T��J VL / _,_...> .<.r. 00 + ^' ..oa °'' + N `� Q o o N a 'i o ,+ '? 2.77Sb / 179 1. 0 EXI TING GROUND Z $ ^�. �+ wi ^ 1.Cox + L=55.55' 85.38' VC PROPOSED FINISH 10 EAST CURB sy, o N �, ^ _ -- + PVI ELEV 1328.22 SURFACE ® C/L _ � EXISTING G1 }UND PROPOSED FINISH ® EAST CURE -� 59.96' VC 60.00' VC . o s� to W) .- o �* 2 SURFACE ® CIL 100. • ' vac .� PVI STA = 1+75.09 PVI STA = 2+35.00 r '' d °' S ;^ PVI STA 17+00.00 / g +'� \ > N N 43.29' OC PVI ELEV - 1312.47 PVI ELEV - 1313.07 r r °+ ,r+I^� PW ELEV 1322.98 p CURB RETURN > m �' 1 100.00 V / o N m A "' p iJ © Op n 3 s /4 /4A/4 / ^ W o ao p 2.67 Z PVI STA = 5+50 ^ 2s -1 ,� o ^ rn S 1`* PV! ELEV s 1321.48 ,,� o" N x f � rn ._. _ a.�. �,- - - F . �� .. _ _ - _ 00 Vus "� "� T N o r j r U N N a N ^ N N - J Op 00 O Obi -� f\ N O N PROPOSED TOP Q � N ^ >� 2.77x -" ± �' OF EAST CURB +;; m o o N,y + ►� S ^ • - �, 1.00 TAN GR �TAN , PROPOSED TOP -0.50% =1.00� _ - + ; �' ^ OF EAST CURB � ^ 2 67y PROF! f LE SCALES H RI - 0 Z.: 1 40 VERT. 1 "=4' 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 CONSTRUCTION NOTES REM"( DAF W Ol CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT E SE � 5 2O CONSTRUCT 6" CURB AND GUTTER PER CITY STD. NO. 104 0 65 ° �� O CONSTRUCT SIDEWALK (W=4') PER CITY STD. DWG. NO. 103 110.00 n 4O CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 I Z 12 ECR 4 46 45 44 43 42 41 $ 4O BCR ECR 2J 22 5O CONSTRUCT CROSS GUTTER PER CITY STD. N0. 106-A BC 20 66 $ ITC 9g 4 BCR BC o 13 23.0 EC 11 INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED ` 2+69.03 5+50.00 M TC N BCR BC L=35.1p' in j '?� 1+45.00 PRC EC 3 BY DEVELOPER. A 56.00 OL' =32.98' "` * 7.21' ECR 23.3 �� 7+13.77 7+63.83 8• \ L= T 3+80.51 4+86.63 ¢t23 77 '� (c' TC �'� 1 �\ 85 TAGGART PL. C 12 INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-8 • - _.-- ---- - -- 1 �O�J 45.00' S.0 _l 30, 8+6400.00 WHITBY DR. CIL IN 13 r =56.5 T 42.14' - 00' 2 12.4 12.29 _ _ ___ ______ -_ - - 19 O INSTALL STOP SIGN ( ) PER CITY STD NO 401-8 2 . _ �• - _ -- -- - FL 26.42 1+00.00 TAGGART PL CIL INT FS TC o C 2 13.98 E - �___ _- - 12 ___ _-__ -� 26.55 0 TC Qi 13 R1 2+DO TC 3+00 F 16.97: -- - - - - _ _ - 25.22 F r = 3+82.10 HARWICK DR. CIL c N00'10'37"W _ + _ Tc H q K �2 22.11 22.5 1 TC 8 O 24.74 T R Tc A14 F� 7.50 � 21 INSTALL REFLECTANT HYDRANT MARKER PER CITY STD. 134 - - 4+00 1 I 3 FL FL o / 13.98 7+0 8+00 / TC p 1 00 22 -- = 11 D 21 13 ... 11 _ 5+00 - ^ 00'12'26"E 6+00 PROP. C/L _ TC rc _ G .„.,,. 16.97 11 _ 37s,21' T - 11 2 72 21 4.77 2 6.57 6.27 ° 4 PROVIDE PAVEMENT MARKING WORD "STOP" WITH STOP BAR / R OFFSET CROWN 67 $ f J - 1 1 L 3 FS 1 1 LIP + 2 0 ^ 3 FS TC r ----- S FS e 4 u PER CALTRANS STD. DWG. NO. A240. B 26.94 �'� U co 6 g; 55.93' J5.98 1 p 28 INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 6 ECR �- BC L=56.27' - LIP 8 ��. 2+13.10 2+69.03 PRC L=56 22' a 55.9 3 .93' :; 93 55.93' 56.08 45.9' F� SEC 48.93' G 27.6 � 0 1+45.04 3+10.51 6+68.77 TAGGART PL CIL INT BCR �� 27.31 �/4 TC ` 4 4+38.70 EC 6+61.46 3+97.00 R NWICK DR. CIL 8+19.38 `� UP 0 ti C6 . BCR 3+26.30 4+86.63 6 TIP 7+73.47 21 1 F/ v 77 78 79 80 81 82 83 84 85 86 7.6 V w GRAPHIC SCALE 76 8 7 � 68 cNo ECR. ° TC 1 � 40 0 20 40 80 BC p 1 7.32 .4 - -- 40' FS Tc I 17 oo TCOj C s I N L 69 HAR%rK DMVL= *Ifnw DRNE N SEE & T 6 SEE � 5 I 0 DESCRIPTION OF REVISION DATE TAGGAF?T PLACE CITY ao APPROVED to 11 CURVE/LINE DATA CURVE/LINE DATA CITY OF RANCHO CUCAMONGA DELTA/BEARING RADIUS LEN./DIST. TANGENT DELTA/BEARING RADIUS LEN./DIST. TANGENT of A 90'00'00" 27.00' 42.41' 27.00' M 90'00'00" 27.00' 42.47 ' 27.00' STREET IMPROVEMENT PLANS B 91'51 '22" 27.DO' 43.29' 27.89' N 90'00'00" 27.00' 42.41 ' 27.00' TRA CT N0. 16128 a C N00'10'87"W - 124.03' - D N00'12'26"E - 50. 15' - E D NOO'10'37"W - 123.99' - P 10'00'00" 102.00' 17.80' 8.92' o E 0759'04" 818.00' 113.99' 57.09' Q N09'47'33"W - 43.59' - TAGGART PL. STA. 1+00.00 TO STA. 864.85 i F 0759'04" 800.00' 111.48' 55.83' R 110'35'10 58.00' 111.95' 83. 74' cl' Approved By DATE: 0 G 07'59'04" 782.00' 108.00' 54.58' S 90'35'17 " 27.00' 42.69' 27.28' OF S/ CITY ENGINEER RCE N 24953 H' 07'36'00" 782.00' 103. 73' 51.94' T N11'58'52"W - 56.84' c 64 rn � DESIGNED BY: RECOMMENDED. 07'36'00" 800.DO' 106. 12' 53.14' U 90'35'', 1 " 57.00' 90.12' 37.59' ? M.B. => ""I*CASCO J 07'36'00 818.00' 108.50' 54.33' V N77.01'05"W - 56.84' - � 41983 DRAWN BY: N-� 1 F't ^� '� SHEET K N00'12'26"E - 137. 74' XP. 3/ 4 - -- - o - T.S. 937 SOUTH VIA LATA 4 OF 7 O L N00'72'26"E - 332. 75' - slgl CNi� CHECKED BY: SUITE CA5092324 DRAWING N0. i F OF CAfi c3 L D.P. PH. (909) 783-0101 FAX (909) 783-0108 !7t6q PROJECT SHEET NO. q OF BENCH MARK: BENCHMARK NUMBER 10051 (1987 LEVELING) ELEVATION: 1300 686 FT / 396,449 M EXISTING GROUND 2" BRASS DISK IN CONC. CURB STAMPED "CITY ® WEST CURB OF RANCHO CUCAMONGA BM 10051 1987" 42.41' OE; i CURB RETURN AT THE NORTHWEST CORNER OF BASELINE ROAD AND SWANSON PLACE 0.25 MILES 4/4 4/4 4/4 4/4 ISTING GROUNb L 1.67' 60.00' VC 69' E xNORTH CURB _ PVI ELEV = 1331.07 WEST OF ETIWANDA AVE. AT SOUTHERLY END 42.41' 'OC WI �� p o ' CURB RETURN L=32.91' L44. 1' M ' r OF CATCH BASIN, 2 FT. NORTH OF THE BCR. zcs EXISTING GROUND BASIS OF BEARING - SEE SHEET 1 ' m o ,� o; N -- 4/4 V4 V4 ' mW) C14 M m -� ____ -� ® NORTH CURB „�� 45.04' N ^ :.. __..A.,-+.-.-- _....:.w.-::,.�4.._..W-_.,+i�r�...__r.,a..,. _.p.�._.-_ - t-.,:...w.-.«.+,.+i_-.-_,...a...�- a..a�.._... -...._. -..y--..-r,..._..s .-. -.._+.1.-.-.s-..r--�-- •a�.-. _ _ . -�� 1 5 m UU OC C5 S _ U _ _ . . . _ �. _ � � . ;. -.<;._ .. - __.. ..e< _. ._ _ _. ._ _ ..._. -,.. .-..-_.. _ _ I 'CUR R T N .�5 NORTH . ,. _ - a� ^ .__ _ .� . _ _ . . - 4. .. ,..._. ....- .K. T_ , .. , . , . . B E UR -0.939, w `� �, N � U � �33f3- WEST ..a_ .. _..._. ... , _ �._.-_.,.. _; _ _ m N 0.80 = o _ _ 3 'NORTH co 3.439: 4,Y4 �4 V4 4/4 U N O t N DO c6 - - PROPOStD TOP 'Y y w ^ 06% N + ° N N `6 CN OF NORTH CURB PROPOSED TOP N -0.70 Mf OF WEST CURB EXISTING GROUND PROPOSED TOP 22.38' L=22,3s =2z.38'L=22.3$ IR=s6,99' oc . t OF NORTH CURB r EXISTING STING GROUND 74.06' v0 CIL ® CIL PVI STA = 3+39.00 $ U �o �i / m PIR ELEV = 1.323.49 ^ cv ,:� -�' N p L=67.04' + r�i C'01 N EXIS77NG G`ROUI�ID 100-60' ' 90 0 ^ o + ry n _ g + N ' --- ---- - L=56.84' ® C PVI STA +6 08 /L 3 3 1325 �+ .. _.'' ___ v .. Y_ _._. <,. �_- 1-1330 _ PVI 13 .1 132 V _ _ �_ _, ... ..«e-. __ _ . _ - .821' � � � �� E - - - N Q) � - so M+, y E= s N o ^ PROPOSED FINISH o -o o w .0os�� # PROPOSED FINISH w �' N' SURFACE ® C/L o ; ^ g m �m 1rr.3s' vc L=43.s9' L=17.80 PROPOSED FINISH - _ SURFACE ® C/L o M z N 00 N � N N PVI ELEV=1325 37 SURFACE 0 CIL 60.00' VC .69' 60.00' VC 50.00' KC PVI ELEV = 1331.07 PVI ELEV a 7331.63 TAN GR �.° m PV! STA=3+27.00 N o' c� 2.63% \ p PVI ELEV=1323.54 ,� "� a c EXISTING GROUND � N � � m p �' � OD• Kc Lu ui I 04 v i L' 7.8 58.64 VC L=27.$2' "_� 0 SOUTH CURB m m o o PVI STA=3+58.05 'Q � `' O PVI ELEV = 1328,54 N r� �'p w "� ^ ,ri m o cV -_ N coto o \` 41' OC -250 + o Ki g "1 w CURS RETURN > "� M m PVI ELEV=1326.20 ' TAN GR. "� `�` ^� -�` �/4 4/4 4 4/ Q :r UZ, m N TAN GR U m EXISTING GROUND 0 SOUTH CURB U CURS RETURN r ._: .. . . - _.. _ -�. _ . _ _ �� 4 1325 .. �_: _ _ T _a_,� ,_ �_- v.. //+�+pa pp pp�� . .__ ,-..__,. - t O _. .. � ...,; -. .,:. �_ ��"PT Q.pQ/p _. __ � -,+a+-.._...,� .Y.�s._,...��..,......a....: _ _ - _ - _.... v,_a. ,.. _ ._ , .. .-.x.. i - so '' f o.80� 1330 EA - ._ . .._ _. _.._._ .,_._....13 O SOUtH + N N N N b ' up O O Q U-) C14 0i �0O PROPOSED TOP -� PROPOSED TOPa N N ai a N Nk OF SOUTH CURB TAN GR 4.71% OF EAST CURB TAN GR -1.30 PROPOSED TOP e EXI S 17NG GROUND OF SOUTH CURB ® EAST CURB MARGATE coUR RENWIGK D INE WHITBY3RAT PROFILE SCALES HORIZ.: 1 "=40' VERT. 1 "=4' 1 +00 2+00 3+00 4+00 1 +00 2+00 3+00 1 +00 2+00 3+00 4+00 p 7 C UC7 ON NOTES 19 18 17 16 15 14 13 29 �U Or CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAYMENT 13 INSTALL STOP SIGN (R1) PER CITY STD. NO. 401-B 3+1 45 11 2O CONSTRUCT 6" CURB & GUTTER PER CITY STD. N0. 104 21 INSTALL REFLECTANT HYDRANT MARKER PER CITY STD. 134 30 0 22 PROVIDE PAVEMENT MARKING WORD "STOP" WITH STOP BAR 1+00.00 BC 3 CONSTRUCT 4 P.C.C. SIDEWALK (W=4 ) PER CITY STD. N0. 103 O 11 6 6 TYP. BCR PER CALTRANS STD. DWG. NO. A24D. 20 BC E Bc EC CR O CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. NO. 102 2+01.24 2+99.89 3+93.85 C �� 31.51 2 INSTALL "NOT A THROUGH STREET" SIGN PER CALTRANS n ` TC-MOc sO CONSTRUCT CROSS GUTTER PER CITY STD. NO. 106-A STD. DWG. NO. W53. - - --- - -- -- --_ 4 t� A STA. 2+76.35 MARGATE COURT CIL 27.66 ` 21 6 2s INSTALL STREET TREES PER NOTES AND LEGEND HEFT 1 �> TC G P - --- cry SAWCUT AND REMOVE EXISTING AC PAVEMENT O s Q 27.4 26.0 EC 30.87 BC 26 O \ - STA. 1+00.00 WHITBY D C INT. 0 �s ' p �� TC H 27"34 "� °Q 2 1 3 Tc T a 30.92 O REMOVE EXISTING AC PAVEMEMNT = STA. 8+64.85 TAGGART PLA L 1+00 /4 s 2+00 TC 2 1 3+00 TC PROP K / 2 0 TC �C/L 5.95 M 125.15 ct 2 .56 �/4 27.32 0 21 FL 27.50 27.31 27.61 I p 2 26.0 TC 31 32 0 O REMOVE EXISTING CURB & GUTTER OFFSET CROWN TC F LIP Tc S ^ = Tc 3 5.40 -4'k002 ,� F��ll � 10 / E /4 25.20, F C 2 B0 ADJUST MANHOLE TO GRADE 21 FS t BC 26.42 FS 4 7 2 , 9 r . % io ADJUST WATER VALVE TO GRADE TC* C a 26.57; ECR 2+ro. BC L+ l. / 24.7 3 29.29 9 TC 1+45.46 11 2+ 11 EC CR 2 9 C TC / r 1 INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAfD FOR AND 6.55 3+83.05 N 2+16.00 D T� 6TYP. 4+34.09 WHITBY DRIVE CIL INT 25 COORDINATED BY DEVELOPER D Fs BCR f�f� 13 4 24.2 6'27 87 88 12 TC = 10+84.51 SAN CARMELA CT. CIL 32 ti g 29,18 EC 12 INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-8 C S LIP ECR FS 9 3 + 28.4 , 2+10.95 EC ao BC 27.77 TC + 22 25.40 T TAC,aAjW PLACE TC A B % 1 2 BC R BC .89 C G pL� 7+63.83 a TCS U CJ �� F 6.80 } EC TC ECR 24 23 BCR 23.48 J 6-S T t� 33 I 7 - 26.5 12 BCR 6 TYP. ECR �I TAG4�i1r71 P"CE Y DRIVEOFFSET CROWN LIp 2+03.47 3+07.00 3+52.00 4 N of 4 8 do TC 0/4 --- - _ o V. 3 26.5 - ----- -- 22.59 2 t85 GRAPHIC SCALE CURVE/LINE DATA 5 L P FL 22.72 Lln. N 0+82.24 5.95 24.51 24.81 7 7 K o . 1 1 2 .39 22.3 FS 3+97.00 RENMCK DRIVE CIL INT. CURVE LINE DATA 40 0 20 40 80 34 t Fp LIP C 21 2+00 3 2 3+00 1 TC 2 FL = 6+68.77 TAGGART PLACE CIL /4 J PROP. C/L _J - N89 47'34"W DELTA/BEARING RADIUS LEN./DIST. TANGENT DELTA/BEARING RADIUS LEN./DIST. TANGENT = 40 STA. 1+00.00 MARGATE COURT CIL INT. 25.59 Q �� 0/4 �� 5 _ - L 24.30 M 2 297.00' -�-i + - TC 24.46 P o °° 23.01 0 ( A 100'00'00" 102.00' 17.80' 8.92' ! N89'12'23"W 154.43' rn =STA. 1+00.00 RENWICK DRIVE CIL 24.85 ,! TC TC- -n } 22.1 Tc 1-C i FL B N00'12'26"E - 51.67' - J N89'12'23w - 98.66 - ui - , C - K NO '47 "W 9 33 43.59' 17'56'42" 318.00' 99.60' 1 L 50 2 v, t�CK r 22.22 T D N 1' - 4' - L 3+52.00 ° c 1 58'52"W 56 8 15'52'53 282.00' 78. 17' 39.33' BC EC 4 8 4 U' 2+00.71 13 � BC E 110'35'10 58.00' 111.95' 83. 74 M 88'21'45" 27.00' 41.64' 26,24' � r2 F 90'35'11" 27.00' 42.69' 27.28' N 95'34'26" 27.00' 45.04' 29. 76' DESCRIPTION OF REVISION DATE CITY � CR APPROVED tD w` � G N79'12'23"W - 43.59' - 0 90'35'11 57.00' 90.12' 57.59' 35 36 37 38 39 40 c GRAPHIC SCALE H 10'00'00" 102.00' 17.80' 8.92' P N77'01'05"E - 56.84' - CITY OF RANCHO CUCA MOAGA �I TA�IRT PLACE 40 0 20 40 so _ _ ., SEE &7F T 4 Q N89'12'23"W 199.89' STREET IMPROVEMENT PLANS E = 40' > TRACT NO. 16128 REN DRIVE E RENWICK DR STA. 1+00.00 TO STA. 3+97.00 CURVE/LINE DATA CURVE/LINE DATA CURVE/LINE DATA MARGATE CT. STA. 1+00.00 TO STA. 2+71.53 WHITBY DR. STA. 1+00.00 TO STA. 4+34.09 DELTA/BEARING RADIUS LEN./DIST. TANGENT DELTA/BEAPoNG RADIUS LEN./DIST. TANGENT DELTA/BEARING RADIUS LEN./Dt6T. TANGENT Approved By - DATE: C� 210'00'07 38.00' 139.38' 141-81 ' N 110'00'00 58.00' 111.35' 82.83' 0 90'00'00" 27.00' 42.41 ' 27.00' RAF ION TTY ENGINEER RCE 24953 B N14'47'37"W - 51.67' - I 90'00'00" 27.00' 42.41 ' 27.00' P N78'03'06"E - 56.99' - q _ Z-1 �� S C 'y� � ,GNED BY; RECOMMENDED: i C N15'12'30"E - 57.52' - J N80'12'27"E - 43.59' - Q 90'00'00" 57.00' 89.54' 57.00' D 25'00'03" 102.00' 44.51 ' 22.61 ' K N89'47'34"W - 207.00' - R N 10'31'10"E - 6 7.04' - M•B, ■+�A lCAS;� I B3 � DRAWN BY: w �V MV �� -� SHEET EX 3 31/04 - E\' 15'00'04" 112.00' 29.32' 14. 75' L 10'00'00" 102.00' 17.80' 8.92' S NOO'l2'26"E - 171.35' - T S 937 SOUTH VIA LATA Jr OF 7 F N 10'12'26"E - 32.91 ' - M N89'47'34"W - 151.29' _ Sl CNIt ��P SUITE 500 c° G N00'12'26"E - 36.96' - N 90'00'00" 27.00' 42.41' 27.DO' qlF OF CA1�FCHECKED BY: COLTON, CA 92324 DRAWING NO. o ` D.P. PH. (909) 783-0101 FAX (909) 783-0108 1 746 PROJECT SHEET NO. OF BENCH MARK: BENCHMARK NUMBER 10051 (1987 LEVELING) ELEVATION: 1300.686 FT. / 396.449 M EXISTING, GROUND X29.32' I L=57.52' L t3 3s' i. 2" BRASS DISK IN CONC. CURB STAMPED "CITY OF WEST CURB ; L=30,43' - c, , Vc ., T EXISTING GROUND OF RANCHO CUCAMONGA 8M 10051 1987 L=11x.74' ,L=43.59' =17.8 PVI=1316.98' OF NORTH CURB L=x31.37' AT THE NORTHWEST CORNER OF BASELINE ` 0.00' PORnoN OF so.oa' VC ROAD AND SWANSON PLACE 0.25 MILES NN 42.41' OC PVI. STA = 2+30.91 4 29 OC L=28.18' L=107.58' WEST OF ETIWANDA AVE. AT SOUTHERLY END U v i - - j m M PO. ELEV = 1310.93 CURB RETURN CUR RETURN I PVJ STA = 6+29.51 OF CATCH BASIN, 2 FT. NORTH OF THE BCR. ao W w �- + ^ ^} D/4 A14Q/4 4/4 �j(4 4 �/4�/ VI ELEV = 1313.91 1 F - ,� � ,� �, m U BASS 0 BEARING SEE SHt E J 1 n 'C14 0 ^ 696 v 1'i Ri "i N m � O � W EST • _ _.___ s .... 2 _ . . v ._ . _ Lo 1.259 --- - _ 1�f3RTf-F k 00 - € D,75y U e>-to N o rn o cpm �5% � � N 00 - O " U�� N cp � N N N v- N 't �N " � -t i � 0.50X Z PROPOSED TOP o N ", - - OF WEST CURB t EXISPING GROUNDLIU N r.0090 LLJ ® C� _� PROPOSED TOP Z _ (/) =22.48'L=22.48' =2Z.48'L=22.L411' L=16,781' U r r o OF NORTH CURB W L�14s 78' U U - -' p cp L='56.89 $0.00' VC ^ z � PW STA : 2+30.91 W 1. 1 PVI ELEV = 1310.93 Q o °o ��pp N co v? co o n r; + + 1 '7010 o o z p N 00 F. �'S NO �h C-4 f O N N O sh Q o+ o+ + � c+V "' N 11 1.3 % ' +CL o �' io o .� + i o+ i �' ;,� � ,� 4 _ _ 11315 CL 315 CL ,� - - - --� - - - g m o) rn Itry 0.3610 0 y 80 ^ q + o ^ g - -- _. N + �_ 8116 -1.309a Q PRto bPOSEQ FINISH N M N S �I , _ o Z SURFACE ® CIL w L ?13f � "' �- --- _. -- _.- -- Z J Q EXISTING GROUND o { 1 3 z 2+17.14 HARWICK DR. C/t INTF POR77ON OF L=131.32' _ =29.3 L=57.52 / tt139.29 PROPOSED FINISH C/ a L2.59' 3+15.02 DURNESS PLACE C/L SURFACE ® CIL - Q PVI ELEV= chi L�48.85' 27.59 47,i2' OC 1311.31 / PORTION OF 60' VC TOP 1313.42 V 'Q CURB RETURN PROPOSED: TVP PVI ELEV 1313.91 I EXISTING; GROUND �; m OF SOUTH I CURB m ^ OF EAST,' CURB ,� 42.41' oC + u) rh^ o01,.� �� ^ �` U CURB RETURN g ti a g o v, to QIt Oq ni M `t "i c+v 0.86/0 t� ao co o co .� ro N ± ^j + + N v . �4 A14 A14 A/4 �/4 11/4 0/4 �4 g " o + o `� c�1 v _ _ _. � - ^ N -- 1.3 +: co _ .. . N r') 1315 AST ,. ,� r Q ^ �. PROPOSED TOP X31 STH - 110 4*2- OF EAST CURB o + " --- - ©.501 - _ a. M N �' 1.0096 _ _ -- EXISTING GROUND -- -` 0 SOUTH CURB TbV1�IV5EN0 COUR7� HARWI K oat s PROFILE SCALES j HORIZ.: 1 "=40' VERT. 1 "=4' 1 +00 2+00 3+00 4+00 1 +00 2+00 3+00 4+00 5+00 6+00 � E1'4 75 74 58 57 � rAc�RrPc�acE 61 60 59 56 Q � � 76 � �c �_ 2p. - - + + m ►•' o v 0 4 7 CR CR 5+10.56 �4 \ 7J 62 _ l - o c) vw m m o 2+17.14 HARM?CK DRIVE C L INT. tig � EC - - �� \ n ' el cn '� - - - 0 9� 5� L� .6, 0 2+17.14 � '\`�� `', � v' � 6+09.53 1+00.00 HARMCK DR! C/L INT. O �•�y=� -� ,Il' 9' \ 55 = 3+15.02 DURNESS PLACE L C I BCR 41' v+ =1+00.00 TOWNSEND COU C/L +t 43 44• 1 1 6 eO 5�'Z \ ,�� 13 �'� 4+28.09 6 ` 13.58 00 / -' 1 =1 55. 19 9' B l 9Z - - �\� 3 1 t BCR ��. I �6 3 TC 14.08 dols (` 0+ 86 S X- ., - - - - --1� 3 � 2 oN �\ 7' 3+37.10 0 15 / FS E - ---- - . T w N, ------ . 2 13.84 11 H -- TC.a4 OFFSET CROWN C TC-MOC ( . I U Q o0 0o S I 11.59 2 o 12 11.99 H 12.46 F _ 40 GORi4Pf�� SCALE 80 21 D �` O 2+00 2 0 3+00 {► 21 FS 20 40- _ TC N89'49'23 E FS - 4+00 R- 1 21 Z D o 72 00 = '� `P P. C L-� t;r 2 00 1 - 3+00 U/ hm �o W 3 C, N / oo nu, 11 ncn 1 h� w + - - .394 74 - o--+ -- - - c4 D w n w 2 �+Cn P y_, + 63 ti cn V ti o SL N 5 - 11.31 11.2 -- - - L-j O V 13.59 40' D w J °' oo R n ;io �a �. Y 12. 8 FS o / ro1 C/L 3 �9 2 TC L I� �o w �w K B - -- 11 c~7N I ^ A 2 O \.y / N 1 1 . 45. 5`+00 30.48 =24. 7 �y j 45 / ECR TOWNS ND COUF7 3g °R,� SIo 1246.97' 55.00' 55. 0, 62.0' 59.00' 2858' 20. _ 1+45.31 _ _ - - - - S� 6 59' 10.871 '` BC N - - + ` m 04 ' / 27. �9 TC �1`L- - E6J� - - TYP_ 1=� 64 Rk -IT` �� + ��- / BCR - - - - + 71 G 10. 2+62.14 - - - - - - - - °D ' in o ti - - ' 70.08 TOWNSEND COU, 1 T 13 3+82.10 HARWICK DRIVE C L IN co tb = 1+00.00 TAGGART PLACE CIL 5+69.70 HARWICK DRIVE C11 01titi 48 49 50 53 1 BCR 65 66 67 68 69 70 n ,8L'SL I ECR j m 1 52 �. I (O � o w � DMEW PLACE SEE s , r 3 V npu A/P TO COURT1 0 C/Ty CONSTRUCTION NOTES CURVE/LINE DATA CURVE LINE DATA DESCRIPTION OF REVISION DATE APPROVED c Oi CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT DELTA/BEARING RADIUS LEN./DIST. TANGENT DELTA/BEARING RADIUS L.EN./DIST. TANGENT Cl l / OF RANCHO CUCAMO GA c v ai 2O CONSTRUCT 6" CURB AND GUTTER PER CITY STD. NO. 104 A 99'59'59" 27.00' 47.12' 32.18' N N00'12'26"E - 130.39' - ,�, O3 CONSTRUCT SIDEWALK (W=4') PER CITY STD. DWG. N0. 103 B 90'00'00" 27.00' 42.41' 27.00' 0 10'00'00' 102.00' 17.80' 8.92' STREET IMPROVEMENT PLANS o C 15'42'39" 535.34' 146. 79' 73.86' P 15'00'04' 112.00' 29.32' 14. 75' ll7/�1CT NO. 16128 a 11 INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED D 198'00'00" 38.00' 131.32' 239.91 ' Q N00'12'26"E - 74. 78' Ei BY DEVELOPER. E N 71'49'21"E - 107.58' - R N 15*12'30"E - 5 7.52' - TOWNSEND CT. STA. 1+00.00 TO STA. 3+70.08 12 INSTALL STREET NAME SIGN PER CITY STD. 40 i-A & 401-B F 16'08'40" 100.00' 28. 18' 14.18' S 210'00'07" 38.00' 139.29' 141.81 ' HARWWICK DR. STA. 1+00.00 TO STA. 5+71.53 13 INSTALL STOP SIGN (R1) PER CITY STD. NO. 401-B G 91'51 '22" 27.00' 43.29' 27.89' T N14'47'37"W - 57.52' Approved By DATE:f-il ja21INSTALL REFLECTANT HYDRANT MARKER PER CITY STD. 134 90'00'00" 27.00' 42.41' 27.00' U15'00'04" 112.00' 29.32' 14. 75' ROF Slp CITY ENGINEER iL RCE 14953 .m 2 PROVIDE PAVEMENT MARKING WORD "STOP" WITH STOP BAR f N89'49'23"E - 191.80' - V N89'49'23" - 307.56' - hc�`� �S CU�tf DESIGNED BY: RECOMMENDED: PER CALTRANS STD. DWG. NO. A24D. 90'23'03 27.00' 42.59' 27. 18' W N12'23'04"E - 56.89 - �; M.B. � ' �3 INSTALL "NOT A THROUGH STREET" SIGN PER CALTRANS STD. DWG. NO. W53. K N79*49'23"E - 27.59' - X 9073'03" 57.00' 89.92' 57.38' 41 83 DRAWN BY: 1 N A I N � �i A a ns SHEE7 EXP. 31/ 4 _ _ _ _-- 937 SOUTH VIA LATA ") L 110'23'03" 58.00' 111. 74' 83.43' 1' N77'38'45"E - 56.89' - T.S. 6 OF 7 LD �6 INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 SUITE 500 M N 10'12'26"E - 43.59' - Z N00'10'37"E - 20.00' - l4Tf OF CCIV1A1�F \P CHECKED BY. COLTON, CA 92324 DRAWING NO. Ok D.P. PH. (909) 783-0101 FAX (909) 783-0108 /791/ PROJECT SHEET NO. 6 OF GENERAL NOTES NIGH,AND AVENUC STRFFT STORM DRAIN STRIPING & SIGNING ! 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS g s CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OR AMENDMENTS. VcroRt4 S CONTRACTOR SHALL BE I'AMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TOIMPROVEMNT PN p�E U VI CT pR/ THESE STANDARDS AND SPECIFICATIONS. _. LA q A q P�l 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PIANS WITHIN THE METRO LINK CORRI (ARAN 92 RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS RE(?UIRED AT NOP- , O A D COST TO THE CITY OF P.ANCHO CUCAMONGA. BASE LINE ROAD 3. ANY CONTRACTOR PERF^PMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES ic RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ')N THESE PLANS. TIE I 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, 6 12 V0PM MAP 1 -8 ENGINEERING DEPARTME NT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY RA o ■ CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. All GRADE STAKES SHAH BE SET THE CONTRACTOR OR ENGINEER. PAVING STAKES I CITY SHALL BE SET AT ALL HINGE POINTSS,, EDGE OF PAVEMENT POINTS WITHIN O.0 1 FOOT OF SUB- RANCHO A GA GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS, ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. I 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR q D URNESS CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. ! �} I 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING I PLACE SAN CARMELA ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COSI TO THE CITY OF `,] I I p� COURT T TR T RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE w ' 'VICTORIA I I I V SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE ( ( o f n 4 o MATERIALS AND/OR SURFACING. ! I RAC T NO. 15875x, ( SELF ( PEP> I I �ll�� ® �©u 16��U I � � ' T. E , , LAT. N 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY O l+ STORAGEENGINEER USTING ALL LAT. F _ s' s CONTENT AND GRADATION STS OR OF ASPHALT DETERMINATIONSCOMPLETED TO VERIFY STABILITY, OIL �) I p r 1 - LAT. G' j I LIN ' ' 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE _ -"� _ CIT`( ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO vERIFI': R-VALUE, w I `�- \✓ LINE 'A' ASE LINE ROAD ` - LINE 'A' =`� ~�-� - �DEX SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. w BASE LINE ROA VE 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN _ ---T�---� _ �_ _ _s -L _- _ 1 TITLE SHEET TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR TO PAVING. O U 2 STREET SECTIONS 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE _ ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE ��-,-._ ._-------�--- 3 I Ll 4 4i'`�'� `� ` 1 3-4 STREET IMPROVEMENT PLANS GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. Q L 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED AMERICAN}MEGAN FD. 1' x T do TACK IN MEDIAN W/SCRIBED R.D.rA. FD. 1' I.P. TAGGED L.S. 3018 FLUSH I FD. S & W TAGGED L.S. 4693 �� 5-6 STORM DRAIN IMOROVEMENT PLANS BY THE E.PA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE 'X' TIES ON T.C., NO REF. - ACCEPTED PER PM 11838, PMB 144/60-61 AND I PER R.S. 68/73, ACCEPTED MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. I BEAUTY AS SW CORNER SECTION 32, T 1 N, CITY TIE BOOK 16, PAGE 134. AS S 1/4 CORNER SECTION 32, 7-8 STRIPING IMPROVEMENT PLANS 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF I I R 6 W, SBM PER R.S. 68/73 INDEX MAP S 71'16'43"E 0.21' T 1 N, R 6 W, SBM. THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY SCALE : 1" -100' THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTION NOTES & ESTIMATED QUANTITIES CONSTRUCTED AT EACH INTERSECTION. Z 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR STREET IMPROVEMENTS UNIT QUANTITY # STORM DRAIN IMPROVEMENTS UNIT QUANTITY LEGEND Q THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON - RJ REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY 0- ENGINEER FOR APPROVAL. 1. CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. DWG. 104 LF 158 40. CONSTRUCT 48" RCP -1350-D LF 456 ® DENOTES STREET IMPROVEMENT PLAN SHEET 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY 2. CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. DWG. 104 LF 2,193 41. CONSTRUCT 36" RCP -1350-D LF 326 STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE DENOTES PROPOSED STREET LIGHT Z 3. CONSTRUCT CONCRETE MEANDERING SIDEWALK PER CITY STD. DWG. 103 SF 1,245 42. CONSTRUCT 30" PCP -1350-D LF 68 INSPECTOR. - ----- - - -- - - - --- W 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD, DWG. 102 do 103 EA 4 43. CONSTRUCT 24' PCP -1350-D LF 302 DENOTES EXISTING STREET LIGHT 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE - - - --- ''' W PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED 5. CONSTRUCT CURB do GUTTER TRANSITION FROM 8" TO C LF 217 44. CONSTRUCT 18" RCP -1350-D LF 171 ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- DENOTES PROPOSED STREET NAME SIGN O 6. INSTALL TYPE 15 POLE WITH 200 WATT HPSV LUMINAIRE WITH 45. CONSTRUCT CURB OPENING CATCH BASIN PER STD. PLAN 300 W do V PER PLAN EA 7 ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SAT1S- LUMINAIRE ARM LENGTH AS NOTED ON THE PLAN EA 3 --- -" -- - - _- ---- FACTION OF THE CITY ENGINEER. - 46. CONSTRUCT MANHOLE 12 PER STD. PLAN 319 EA 3 _!.- DENOTES PROPOSED STOP SIGN � 10. INSTALL 4 50OLUMEN HPSV STREET LIGHTS BY SCE PAID do COORDINATED BY DEVELOPER WITH 8' -" - -- ---- _ MAST ARM, AS NOTED EA 17 47. CONSTRUCT JUNCTION STRUCTURE PER CITY STD. DWG. 336 EA 2 11. SAWCUT do REMOVE EXIST. AC PAVEMENT SF 79,715 48. CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. 307 EA 7 Qt DENOTES ITEMS TO BE CONSTRUCTED _ UT NY CONTACT 13. CONSTRUCT 6" AC OVER r AB. (BASELINE ROAD) MINIMUM SF 96,158 49_ REMOVE EXISTING STORM DRAIN LF 233 /R CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. - V 50. REMOVE EXISTING BRICK PLUG EA 1 14. CONSTRUCT 8' CURB ONLY PER CITY STD. DWG. 104 LF 2,600 _ SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 51. BRICK AND MORTAR SEAL EXISTING CATCH BASIN EA 1 MR. BOB STALIINGS 15, CONSTRUCT AC OVERLAY OVER EXIST. PAVEMENT ( 0.1' MIN. THICK.) SF 33,149 ��ZR FOR BASE LINE ROAD CONSTRUCTION 16. FEATHER TO JOIN EXIST. AC PAVEMENT LF 764 52. REMOVE EXISTING CATCH BASIN EA 1 V VERIZON 1-800-483-300017. REMOVE EXIST. AC BERM LF 510 53. CONSTRUCT CONCRETE COLLAR PER CITY STD. 329 EA 1 SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. 18. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. DWG. 101-C (W= 35') SF 1,119 Ot% 216 N. EUCLID AVENUE 1-800-427-2000 COMM. 19. EXIST. POWER POLES TO BE RELOCATED EA 1 ONTARIO, CA 91762 a CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 Z20. EXIST. M.H., F.H., STREET LIGHTS, VAULTS, ETC.- (PROTECT-IN-PLACE) EA 11 9641 SAN BERNARDINO ROAD 21. EXIST. WATER VALVES, METER, HYDRANT- ADJUST TO GRADE EA 20 RANCHO CUCAMONGA, CA 91730 22. EXIST. MANHOLE- ADJUST TO GRADE EA 15 METROPOLITAN WATER DISTRICT (909) 593-7474 23. CONSTRUCT AC SIDEWALK 4' WIDE, 3' AC OVER NATIVE PER DETAIL SHT 2 SF 1,320 700 N. MORENO AVENUE LA VERNE, CA 91750 24. EXIST. EDISON VAULT do VENTS- ADJUST TO GRADE EA 6 COMCAST 909) 983-9895 25. REMOVE EXIST. WALL LF 48 Z 1205 DUPONT STREET PORTION OF RED HILL) ONTARIO, CA 91762 26. REMOVE EXIST. CURB do GUTTER LF 95 _- MARKS CABLEVISION (909) 987-6275 28. INSTALL 2• X 4' REDWOOD HEADER LF 86 0 10808 FOOTHILL BLVD. 1120 (909) 880-0222 30' REMOVE EXISTING SIDEWALK EA 700 RANCHO CUCAMONGA, CA 91730 31. INSTALL 1.5 GALVANIZED IRON CONDUIT WITH PULL ROPE LF 1,140 32. INSTALL CONCRETE PULL BOX NO. 5 PER CAI-TRANS STD. DWG. NO. ES-8 EA 14 O 33. CONSTRUCT 0.1' GRIND ON EXISTING AC PAVEMENT SF 1,013 34. INSTALL TYPE 29-5-80 SIGNAL POLE WITH FUTURE 50' MAST ARM AND PRESENT 15' LUMINAIRE ARM EA 2 NO. DESCRIPTION OF REVISION DATE CITY (/) - INSTALL PLATE OVER FUTURE ARM FLANGE APPROVED: PRIVATE ENGINEER'S NOTICE TO CONTRACTOR --- 35. REMOVE AND RELOCATE EXISTING STREET LIGHT EA 2 CITY O F RANCHO CUCAMONGA w THEAN i ' ATI F ANY UTILITY PIPSTRUCTURES 36. CONSTRUCT RIGHT TURN LANE PER CITY STD. DWG. NO. 119 SF 2,797 W SHOWN ON THS PLANARE OBTAINED BY NAD SEARCH NOFUAVAIABLEERECORDS. TOTHE _--- -_ - _- -- -- ------ - -_ -- - -- __ DIAL TOLL FREE BEST OF OUR KNOW[ EDGE THERE ARE NO EXISTING UTILITIES EXCEFT AS SHOWN ON 37. INSTALL SERVICE PEDESTAL PER CITY STD. DWG. N0. 407 (LOCATION TO BE VERIFIED BY CITY) EA 1 1 -800-422-4133 STREET, STORM DRAIN, SIGNING AND STRIPING cr AT LEAST M DAYS IMPROVEMENT PLAN THESE PA38. INSTALL CONCRETE PULL BOX N0. 6 PER CALTRANS STD. DWG. N0. ES-8 EA 3 NS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS - -- TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON • !, -- -- - -- -- - - - - - B� roU M TRACT N0. 16128 c� THESE PANS. 39. INSTALL 3" GALVANIZED IRON CONDUIT WITH 2 No. 10 CONDUCTORS LF 290 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED 40. INSTALL 2" GALVANIZED IRON CONDUIT WITH PULL ROPE LF 26 1 TO THESE PANS SHA,l CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BASE LINE ROAD PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS MM AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH W REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION STA. 74+93.02 TO STA. 90+30.00 N I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS __ T- PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE pfESS� N APPROVED BY DATE: ° THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S Q� co DESCRIBED AS FOLLOWS: q J � r AND SUBCONTRACTOR"' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH �� J. HORTON CITY ENGINEER _ f RCE N 2 9 5 3REGULATIONS' OF THF U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRl1CTI0N SEE INDEX MAP ABOVE ' a�P� lFy��' D R s - • • BENCH MARK DESIGN ----- RECOMM DED 0 � No. 052496 m y o R s e mao esaMll�.. CONTRACTOR FURTHFP AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE t9 0% W ^� CITY OF RANCHO CUCAMONGA R.C. ` ` '�° T Z RESPONSIBILITY FOR _OB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF 9� a Exp. 12-31-02 - _ _ UORiCN i.i-"92el. BENCHMARK NUMBER 10051 (1987 LEVELING) - w�.Nvasi u�1 THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS DATED �' * * 119 NORTH MAPLE ST. , SUITE A ELEVATION: 1300.686 FT (396.449 M� DRAWN A SHEET - -- � �1 C s C N u l l: FAX ��9 251 4516 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING EDWARD LENTH R.C.E. 052496 qT 2' BRASS DISK IN CONC. URB STAM ED 'CRY OF HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER F OF CALF CORONA, CA 91720 RANCHO CUCAMONGA BM 10051 1987' AT THE B.J.B. A N N E R 5 I N G I N E"s s u R v E r 0 e s AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN NORTHWEST CORNER OF BASE LINE ROAD AND OF _ CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE PH. (909) 272-9000 FAX: (909) 272-9797 SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE. CHECKED �- DRAWING NO. NEGLIGENCE OF THE OWNER OR ENGINEER. AT SOUTHERLY END OF CATCH BASIN, 2 FT. NORTH _ RCE NO 052496 OF BEGINNING OF CURB RETURN. - - DATE �a Ioi__ FILE NO 178 PROJECT SHEET NO. OF 1:\40006\implons\SIP0l.dwg 9/19/01 1 SOUTH NORTH R/W 135 R/W SOUTH NORTH R/W 120'i 62' 73' 120' 13' 49' 60' 13' 1' MIN.* 60' 60' LOT A 12' TYP. LOT B 12'-13' 37' 4' 8' 1MIN.* 13' 40' 1 40' 13' THIS POINT SHOWN AS � GRADE FUT. 14 14 FUT (IMAGINARY CROWN LINE) 1' MIN.* 13 15 MINA 15 ,�� >� 14 14 THIS POINT SHOWN AS GRADE 2� 1 f4� �� 11 (IMAGINARY CROWN LINE) J. q : 1 13 13 1.6y /F? ON• MIN. � - - - - Max. P�. /�; ON Z7,27 M 1/4 /Fr. 3. 11 FUT. EXIST. GROUND --' 2 - - :•. MEANDERING SIDEWALK 18' MIN. TO 37' MAX. f 3' MIN. EXIST. GROUND 2 2 3 7.5' MAX REMOVE EXIST. PAVEMENT 11 3' MIN. EXIST. AC PAVEMENT 5' 7.5' MAX TO REMAIN 0.5' MIN. 5' STA. 76+44 TO STA. 78+50 5' MAX. STA. 81 + 15 TO STA. 85+ 11 0.5, MIN. I 5' MAX. I SOUTH NORTH SOUTH NORTH R/W120' R/W R/W R/W 120' / 60' 60' if CLR 60' 60' tf CLR 4, 13' 51' � 40' 13' LOT B 13'-29'1 13' 40' 1 40' 13' LOT B 12'-1 3'f 3' THIS POINT SHOWN AS t GRADE ;I THIS POINT SHOWN AS C GRADE (IMAGINARY CROWN LINE) (IMAGINARY CROWN LINE) / 14 14 1' MIN.* WINERY 14 14 1' MIN.* 17 BUILDING 'X / 13 oQ`� I 114^ 13 IF 13 S�oQ`L ilk / r�/� 2/9 �W _ ?9° M»v. 2 1/4•/F�. 'b. Sw _% 1% �,N 1.969 2 �, _, _�� CONSTRUCTION NOTES r - - - EXIST. GROUND 3 O2 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. DWG. 104. 17 - 3 2 13 3' MIN. O3 CONSTRUCT CONCRETE MEANDERING SIDEWALK PER CITY STD. DWG. 103. (5' WIDE) 17 2 13 3' MIN. REMOVE EXIST. PAVEMENT 11 7.5' MAX 11 SAWCUT k REMOVE EXIST. AC PAVEMENT REMOVE EXIST. PAVEMENT 11 7.5 MAX O 5 13 CONSTRUCT 6" AC OVER 6" AB. (BASELINE RD.) MINIMUM 54, 0.5' MIN. 0.5' MIN. STA. 87+47.21 TO STA. 88+35 5' MAX. 14 CONSTRUCT T CURB ONLY PER CfIY STD. PL, 104 STA. 86+ 11 TO STA. 86+50 5' MAX. 15 CONSTRUCT AC OVERLAY OVER EXIST. PAVEMENT (0.1' MIN. THICK) 17 REMOVE EXISTING AC BERM CONSTRUCT AC SIDEWALK 4' WIDE, 3" AC OVER NATIVE PER DETAIL HEREON TYPICAL SECTIONS BASE LINE ROAD * 1 ' MINIMUM FROM RIGHT OF WAY TO TOE OF SLOPE (PUBLIC STREET) R/W" T1=9.0 73' i R=72 60' 13' z O EXIST. CURB ,j4" I� EXIST. GROUND U -- ---- 2:1 MAX LLJ - I NO. DESCRIPTION OF REVISION DATE APPROVED: 23 CITY OF RANCHO CUCAMONGA ~ EXIST. Ac PAVEMENT 4' STREET SECTIONS cr_ TRACT N0. 16128 a) 0 STA. 90+00 TO STA. 93+30f BASE LIVE ROAD s - - N 4 z * o. 052 96 STA. 74+93.02 TO STA. 90+30.00 Exp. 12-31-02 * N �9 crvil — r DIAL TOLL FREE TYPICAL SECTION , F� cA��F APPROVED BY DATE. /__ co 1 -800-422-4133 CIT G,L7 24953 Y ENGINEER ��-�..��G( . AC SIDEWALK _ -_ RCE o _ AT LEAST TWO DAYS DESIGN ------- - - - - _- - 0 M 0151 17320 R~A- RECOMM DED CITY OF RANCHO CUCAMONGA R C, S i%750 BEFORE YOU DIG - - t °O 8 1 c M Wrn CA 92614 BENCHMARK 1300 586NUMBER 10051396.449 M1987 LEVELING) DRAWN x . a , SHEET Warr N9]51.8821 UNDERGROUN SERVICE ALERT OF SOUTHERN CALIFORNIA ( ) Icwuli2 fAX 9492510516 �9 Y BRASS DISK IN CONC. CURB STAMPED 'CrrY OF RANCHO CUCAMONGA BM 10051 1987 AT THE D.L. h E R s t N O 1 N E E R f SURVEYORS 1 NORTHWEST CORNER OF BASE LINE ROAD AND _ _-_-- ___ , ___.-_. --pF-------- SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE. CHECKED fDRAWING N 0 Q AT SOUTHERLY END OF CATCH BASIN, 2 FT. NORTH __ RCE NO 052496 li OF BEGINNING OF CURB RETURN. C _ DATE 1 t FILE NO 1784 I:\40006\IMPl_ANS/SIPO2.DWG 3/15/2001 PROJECT SHEET NO. OF ' 51.51 ' __ - of O.C. EXIST. 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I + i t J I + I I I t 1 I + 1 I I I oo i 1 i ao i t I i i I i r 1 t t t VERT. �' 44' 1 CONSTRUCTION NOTES >� p M M I B , i , : 76 77 79 80 00 1 00 00 82 83 84 PLAN SCALE O CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. DWG. 104 1" =4 0 O2 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. DWG. 104 L=O.C.4. RE L=O.C. S0' VC 3 CONSTRUCT CONCRETE MEANDERING SIDEWALK PER CITY STD. DWG. 103 .C. NOTE, .C. PI=308.20 D U R N E S S PLACE O4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. DWG. 1 DAY CREE ULEVARD O D c o2 a� 103. 1. BASELINE ROAD CONSTRUCTION SHALL BE PH ED TO PROVIDE A MINIMUM 5 CONSTRUCT CURB do GUTTER TRANSITION FROM 8" TO 6" ii f 16', WIDE ACCESS TO THE STORAGE FACILITY D RING BUSINESS HOURS. .,ANK / i I 11 i1 O I - , - - 1 1 / 2. PA UTILITIES, LANDSCAPING, FENCING, DING, ETC. DISTURBED ( 10 INSTALL 9Sa0 LUMEN HPSV STREET LIGHTS BY SCE PAID k COORDINATED I I I - \ --y WITHIN 20' RADIUS OF CONSTRUCTION IVITIES SHALL BE RESTORED I 00' 30, t BY DEVELOPER WITH 8' MAST ARM, OR AS NOTED ON PLAN, PER CALTRANS I 'i _ / THE THE S SFACTION OF CITY INSPECTOR TRACT 1612 8) - I 2',p0' 18.00' _18)00' 12. 0 t I STD. DWG. NO. ES-6B 1 - - - �G _ } # I IV 0.00' I 6 g 11 SAWCUT do REMOVE EXIST. AC PAVEMENT 3� . ILAT r _ I I ,-- - _ . 20 9 e I 00 I 1 ' _. �I � / 'SI�JIIGUME HELD " V ° I�C�/i�l �� 24 R/W 6O 2 / Vv 3 �� I 6 SE . PROP06ED STREET I 13 CONSTRUCT r AC OVER r AB. MINIMUM I ( I ' e °o O e (l//��11� o P�6128 I 3 t� LIGHT ETHERS 14 CONSTRUCT 8" CURB ONLY PER CITY STD. DWG. 104 I `�� UU�� 0 V7�=/o 6V�G ll�� i e ��OU�1��J� t/Y F- / w r � `� �G \ ( - / ;. ?}~ i > / I `� m 6 T 01 I 1 N ti�� 18g `�' 15 CONSTRUCT AC OVERLAY OVER EXIST. PAVEMENT (0.1' MIN. THICK.) („ �,,, + ( i - \ v '' i s�,C w �` Mo w �-'ts a, t++ ?s �� ani � ""o I 16 FEATHER TO JOIN EXIST. AC PAVEMENT t8 "�"' � . _ z5 " .r- - }g 011 / �0 PROPOSED R/W , �' a °" + ' 17 REMOVE EXISTING AC BERM 32 a + z � 1+81.6 R _ } 1+82. ECR _ - i 0 �" bd�- N CD Off+ a'- m EN RB END m C> + 5N3� + 0 . it r-v , � -' 00 + '/ _ PER TR. 16128 S 0 S. 3 W=5' 19 EXIST. POWER POLES TO BE RELOCATED cv pp 00 I `" I $ i7', IXIST. R/W �� ..,� __1 + 36 -+_-7" m ` ` _ 31 TYP. 3 , LIDO °� OD 5 4 4 31 IYP. ©0 EXIST. M.H., F.H. , STREET LIGHTS, VAULTS, ETC.- (PROTECT IN PLACE) - -� �- C., ` L I T j - , ----- 3 ~ 3 W=5' t _ -- - - - - - 31 IYP: _ X32 D C.r -- - -2, D(. F_Hs\ _ _ per" - �, / _ •� -__-_ 21 DIST. WATER VALVE, METER, HYDRANT - ADJUST TO GRADE -Ax . _ - +�' CONNECT TO _ - - _ _ __ �_�'" r - � - _ - SEE SHT. 5 . '_ '. 4 7'i 3 �, �o � P 2 EXIST. MANHOLE- ADJUST TO GRADE 2�c� 33 \ \r' EXISTING PULL 80X - - - __- ---- _._\-`= __--_ � _ __ 2 � #- 21 PROPOSED >3' � PROP. 8• 22 ��" �L �G W -__� __ _ - ` - - „ - - r j ��j y ` 8� E 66 SEWER UNE WATER L c� •� %O = ® EXIST. EDISON VAULT do VENTS - ADJUST TO GRADE w o / J 7' 0 o `��, Q k� 13 m ' 2 \ - `� - -- -I ___ T REMOVE EXIST WALL Q ---- F. . C `� G LINE J01 -- � - 13 M -?10,522 ��,00°'~' ��oo°'� w 5 Z I - - _ 3 0 `'' >�� / 0 ''� 11 5 �6�E� 22 SEF SHT. 5 PROTECT EXIST. r' n / )T o Z W Ij ��. � in � / �0 v \ 5' o oo' ., � , \ off,`' ilrCONDUIT IN PLACE`� X 90 C o � J t26 REMOVE EXIST. CURB & GUTTER 13 ti v BO E , P / �� x',": �, t-- - - I I - - _ _ I SCALE 1 40 ® INSTALL 2" X 4" REDWOOD HEADER �� ' y 6�� f r < , _ - - - � � V 30 REMOVE EXISTING SIDEWALK - - - f � + - _ . / � � �j � �, i 11 11 \; 4 / � < O 31 INSTALL 1.5 GALVANIZED IRON CONDUFT WITH PULL ROPE w l 33 `> 78 - � CY i 1 %� \\ i '% / r , �/ „//yds �' / 11 I/ fir" �� /_� / ! Q O ^� 15 7 --- - / o Ili1N i% % 1 } 1 ;/�.�`V ,AR`� o + 32 INSTALL CONCRETE PULL BOX N0. 5 PER CALTRANS STD. DWG. N0. ES-8 6 - Lo -EDYISTIN 12" - I p + m % /' C'� w WATER UNE _ _ - 1 o B 1 A 1 GO 33 CONSTRUCT 0.1' GRIND ON EXISTING AC PAVEMENT -------+ ---- �- __ �� e o s \ \ a - C! V OL c�i I �l \ + �� / , / I/ t f r� L-.•,L..,_t._•_•t�-__ -a_ L . O i \ / , . � _�\%wo�\tl� 11X\ \ /f/,//rx/x// - _. L c _ - <- VI/J S 73.33. ��j `Tip,?`li 16 �� A ~'� Seo - 1 % �,. ,,-.. . ,_,__,____r r. �_ . _ n_ _ N � TiNG 12'/� 21 �� r - o� l�1 + W .6A l� 13 - -- IX. F.H. IX. CITY 2 --- -'- -- ---- - - UNE _....n _ __� _ __ �z WATER EXISTING & �� s 24 23 a 21 R/W NO. DESCRIPTION OF REVISION DATE --ice•._ - _ _ _ _ o r DAYLIGHT FILL rn Q �`' o w 1 21 IX. F.H - - - - - - - - 9 1 7'z � > � _ + + w I 1 � APPROVED: r EDGE OF 1� �� \ - - -- - - - - - - - - - - _ _ _ _ •r~ o 00 � 2:1 MAX. i + "' . n � pig o°'. PAVEbiET41 / ��-£X. F.H. 21 }., �4 - 'o . 0000 m o+ I o0 i 6 - 20 10 NJ Q t 0 , p vv 1 �" >� kx 7y -- - - - - - - ° ° ° °��MONG CITY OF RANCHO CUCAMONGA w ----- I a DC R Go m C" .n _ -- I 20 I f - I w Z:- _� ;' 1 a, ' _ - Mme * _ ----_-- - _ w + x ,_ -rl- V, .�__s FEES W 0. 10 e 3 - 20 20 �_-, i STREET IMPROVEMENT PLAN Im - ,o - 19 - - QgoF ESS loN TRACT NO. 16128 ' 1 1 --- , # - - v ; // 2 I } i 1 • �O J. 9� 22/ I— �P�° �F, 0 BASE LiNE ROAD I AmrRMIQ n� REAM � � z BASE LINE ROAD ELI I ABL L CURVE 1 ABL L CD No. 052496 � STA. 74+93.02 TO STA. 85+00.00 co i� Exp. 12-31-02 - 11 I #t >_'1 R L 1 # A R L __ . - --.- _ - . - _--_----- --_ _ - - - - . - _ _ - - - - - _ -_ - ,,�, CIVIL \ - '11'"N 1. -. _" ' V ,- A 0° 19 '41 ' ' 2537 00 ' 14 : 53 ' 7 . 26 ' LEGEND _ _-- ----- �_ ---- -- __ - ---- �� CAI�11 APPROVED BY - DATE: _ 4l CTO ' i- B 22°37 ' 12' 1 27 . 00 ' 10 . 66 ' 5 . 40 ' K 12° 16 '33' 193 , 35 ' 42 . 82 ' 21 . 50 ' DIAL TOLL FREE CITY ENGINEER _ RCE 0 _- 4953 CONSTRUCT AC OVERLAY PER CONSTRUCTION NOTE 15 HEREON C 15 7° 16 ' 1 1 ' 1 . 0 0 ' 2 , 7 4 ' 4 : 9 8 ' L 1 °4 2 '2 6' 7 5 4 7 . 0 0 ' 224 . 8 9 ' 1 12 . 45 ' • 1 -800-422-4133 11 D 12°40 '51 ' 180 , 00 ' 39 : 84 ' 20 : 00 ' M 2° 14 '23' 7507 , 00 ' 293 : 43 ' 146 : 74 ' DESIGN Mo�fe ,>I�11.a1�1A» RE DED O L�� __ _ CITY OF RANCHO CUCAMONGA AT LEAST TWO DAYS L AC PAVING REMOVAL F 14 ° 16 ' 0 0' 18 0 , 0 0 ' 4 4 , 8 2 ' 2 2 . 5 3 ' N 2°4 6 '4 4 ' 7 4 9 3 . 0 0 ' 3 6 3 , 4 2 ' 181 . 7 4 ' BENCHMARK NUMBER 10051 (1987 LEVELING) R.C• `` • Si1"50 Z I 111. _ _..__ •ORI(• ka4,.•CA M11 -. _. -- - ELEVATION: 1300.686 FT (396.449 M) - w;o,,�Ia Ts1••71 - BEFORE YOU DiG 8C, 1 °37 ' 01 ' 25 0 0 . 0 0 ' 70 . 55 ' 35 . 28 ' 11 89°28 ' 07' 35 , 00 ' 54 . 65 ' 34 . 68 ' r BRASS DISK 1N CONC. CURB STAMPED -crTY OF DRAWN +IL I V . ; . SHEET -_ ___-_ T[••1 T z w 00 251-0516 1 °22 '28' 246_0 , 00 ' 59 , 01 ' 29 . 51 ' P 90° 00 ' 00' 35 . 0 0 ' S4 : 98 ' 35 00 ' RANCHO CUCAMONGA BM 10051 1987' AT THE V VING PER CONSTRUCTION NOTE 13 HERE ON _ -- __ _ -- -- NORTHWEST CORNER OF BASE LINE ROAD AND D.L. L A N N 1 it 5 I N d I w II 11 s s u■v Yoe s UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA IIESSESS - H 2°4 6 '4 4 ' 7 4 53 , 0 0 ' 361 , 48 ' 18 0 . 7 7 ' R 3°4 9 '31 ' 7 5 0 0 . 0 0 ' S 0 0 : 7 3 ' 25 0 4 6 ' SW+NSON PLACE 0.25 MILES WEST OF ETIWANDA AVE. - OF__ -___ _ AT SOUTHERLY END OF CATCH BASIN, 2 FT. NORTH CHECKED D R A W I N G NO. Q �kY 0.1" GRIND ON EXISTING AC PAVEMENT I 2-39 '48- 2500 . 00 ' 1 16 21 ' 58 . 1 1 ' S 180' 00 ' 00' 7 . 16 ' � 22 : 49 ' 1 000 , 00 ' OF BEGINNING OF CURB RETURN. RCE NO 052496 Q �,j DATE - ��-_- FILE NO 17Q_1-- �,... PROJECT SHEET NO. OF :\40006\IMPrANS\SlPW 9/12/7001 I __ _ SAN CARMELA COURT -_�_ _ _Ir vc ___� __ __� _____-__. _ - -- -_- .--, __ _�- - -- _ i �-'' ?.'.-. T- - 38 c '�01 dF N LY CURB t T _ _� . , . - - - - _ . -- - -- - P 131 , } 22 # ) . . _ - i a t - Go 1 } l I > 1 ,. i x l i 1- 1 . 1 f . : . ; , # ; 5 .12 L50}75•, t 3 I i _I _ 1 __1 ; - - i - ' - __. -- -._ _..'_ _. 4 ___ _ _ __ _ .._. _ _. - - - 1 -- - - L - - - - + - - L ; __. i _ -- - - ---I - -1 ii r } } } } - } -+- -} a- 1 ; t L } - 1 �_ { }_ I _i 1 + } i t I j,, 6# ! j 1 t t f i I I I t I } i } i I ; � O.C. I ! O.C. F 1 I ; 1 1 C ! # ; l 1 t i i t t t ' # r ± - °+° i 6 i + 1 , m {lt 1N1 , , + , , t +- i -. 7 1. , ti - _. at _, , _.- { ..... 1.... _i. _..♦1 __ i/f , -- , , , - 1. .} _. ,.._. -...+_ .y ♦ 1 .i. _.{. _._y -.( .. { _4 __ p -. .. _, _{ y __ , ._ i ; { 1.. .{ .. ., U ... .� n 1 i r� I 1 i � _}- --t}-- f ; i 1 { i M I t U' 1 '� 1 I ! l 1 1 I 1 i 1 ! 1 j i f I a°uo W rn cu __ c�iN ~o ff t t 1 I , �� - : • I i l . 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T : # t , i ? , i , + I t I a i I 1 1 i - I I # , j 3 3 , 1 }{ } 0 I b 1 f } J ; I 1 1 t # # I 1 , , I 1 I 1 t 1 1 i 1 i I 1 # t I 1n g N m 0 C. : O.C: t t. I Cj ; 1 + I M I i j i ! ; i 1 } t `� O0 t } c� 1 t # t i Qi # # , , 1 4 1 ; a 1 -_ 1 i i � + 0 _ ;_. t _, - •� + 1 } 1 I t 1 + 1 - , - ._ +- , - - _I _ t ,_ _I # + -+ + + + - � } + -i -� . +_ _ _ _ _ *1 : _ 0 o I p . , �. , j : TRAFFIC SIGNAL CONDUIT DETAIL M U')c6 ';Q O t 00 00 , , : : . : : : 1 . 1 t 1 1 # i ; 1 { p +r. 4 1 p n m 1_ +_ _i i j. j. _.I 1 . I _4 - j_ t + _� 1 - � 1- } -+ j i i i { • 1_1•�, I 00 t 40 t 00 ^E7 # t } ; I 1 i + I t ; 1 1 I I. I I 1 �o r� + p I ? ! t ; 1 , . M , e �f\ , 4 + r h i ►7 i 1 i h a- J ♦ .. ♦ .....4-. _.y. __..1..-...,.:.. -1-� v..__4 � � . S _ .L- Q + - _..,*..-�_♦_ _.�- ' , ` r ' : I ' i - -�- -�.-._ 1-. {. _.�..__y.._ -..{_. 3 ! , -r i _ _ ..,_ - __ �- _. .- {_ �_�..3 Ebb TRAFFIC SIGNAL NOTES , t I I I : I I 1 n +n , 1 I +M ' + t t 1 1 I ! i M , CO i7i� . I 1 .1 0.5 00 oa c$ i ? i ' i : { ; i $50 VC i .60 # t f 1. I I I 1 j 1 I t I t t t 1 I t i t l i I i I I j ALL TRAFFIC SIGNAL AND SAFETY LIGHTING SYSTEMS WORK SHALL CONFORM TO THE JULY 1992 EDI110N OF THE II I t _I- . 1 _ }. . . 1 . __ I -.t # # t j 1 _ 1 t 1 - i _. - I ! j , I , ; I- - 1 _1 1 j 11 f i -,- I . 1 . _.I 1 I 1 t i CALTRANS AN THESE PLANS AND THE SPECIAL PROVISIONS FOR THIS WORK o P1=v 934 t I 1 ? ` , j S STANDARD PLANS D STANDARD SPECIFICATIONS, I , , { , i i fi� l } I t i ! I t _ i . _ � + .. �k { 1_ 1- } _. t , i { { , 4 I , t t t t } t S 1 # T # 1 } f 1 1 t _.t I S V �, U 1 1 I 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFlCATK)NS, TRAFFIC MANUAL M ; I O LO '' m # i t I f l t # ' ? I ! ; f i I t ' , , . - i I _ - - _ _ CONFORM PAVEMENT LEGENDS TO CITY STENCILS. t -- ` - - ;- - - _._ _ _ S LS - _._ _ __ - _ .___ __-__ ._.._ __._ - _. _.__ _._- _ _- ___ - -_- .__ _ _ - __ __. . . .. _ - -.-- , _ - . _. -- _ } } .. 1 _ -1 -L9 .4 T t � 1 } t + + t { t { ; + + j- - + j. _+_ --1 } + 1 _ .; --1+0 _ t 1 t t + _ _} MAN ARD P I C 1 1 t M p t { t I � MAINTENANCE UAL AND STAND S EC Fl ATIONS. # ? �0 : M + Eno p ! i I I } I I 1 I i ` 6i t I t i REFLECTORIZE ALL SIGN STRIPES AND LEGENDS S - � - ., - -, - -i , _ ♦ .Q . ._. 4.. .. _._ -. - . . . I 4. ... _ ._ _I-. . ...{. _t .. .} . . . ` .-. . . 1 .. _ � 4 V�R� 6r\\, 1- Y. - - i .i _.. . .{ j - i 3# b # I // ; l t I -�-'' c° i + 1 t I t # 1 i i 1 { I # 1 I ' I I : I i I I I t I i j 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER THE LATEST EDITION OF THE : i i f ---�_!u t I i r 0 ; 4 ; , t i ; - : -0.50X I_ . OD - i 1 - _? + 4 _ .-, } - m { { _ y t 8 _ i p - - y__ ; , y { _.-4-_' -�. t ; .N n Q I O STAND j _1. t- -+ i I I o`o } , r� j t I i i ; 1 i I i ; i j I ARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 1 cd' o . __ __ _ __. _ . -_ _ _- __- 11 _-._ _ -. - _. __ __ -ii -- - ` _ __ -- _ _. _ _ _ _ { ._- ___ __ -_ j - G t +Q i + 1 -_l . ..{ - •{k { t i 1 , -• _ __ - _+ - - I i 1 ; - _ 1. _y _.�. - y __, 1__ __ _, i .� TL 4}U � 5$9 _1.36X -�-+- _ _ rn M . „Q 9o , $j rn C�i+ { I 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTiL CLEAR OBSTRUCTIONS. _ 0.71% -!-.� °D a _ i t_ _. + ± i i i- i- COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS. PHONE t # t ? ; I U 0.3TX I -r- I PROFILE SCALES t � I 0 E --�_ I EDCiS�. GROUND m _ -I--_ .* 11 . SERVICE ALERT AND CONCERNED UTILITY OWNERS 48 HOURS PRIOR TO STARTING CONSTRUCTION. . I , _ m 0 71 i- �IOfIZQN. 1 40 1 1 I I OF S LY R W h 0`t i U _ . i I I i i I r` i 4 i i _.. ; i I VERT. ; t ? I 1 1 # j i I 1 i I I 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT CROSSWALK AND LIMIT LINE LOCATIONS PRIOR T Fl P t _.__________]. __-] m 1 __ 0 NAL PLACEMENT. I _. ; 8.J 8 6 8 n'`) a M 8 o ccq,fl 8 9 9 0 9 PLAN SCALE 6. VEHICLE INDICATIONS SHALL 12-INCH LED, PULL BOXES MINIMUM NO, 5 AND CONDUIT MINIMUM �+ m u �0 1"=40' 2-INCH RIGID METAL EXCEPT AS SHOWN. 32.15 a� 000+0 M S'LY E.P. 7. ELECTRICAL SERVICE SHALL BE 120/240 VOLT. PROVIDE METERED CIRCUIT BREAKER FOR SIGNALS (ONE 50 LO M AMP) AND IISNS (ONE 15 AMP) AND UNMETERED CIRCUIT BREAKERS FOR SAFETY LIGHTING (ONE 30 AMP). N • COORDINATE SERVICE DETAILS AND SCHEDULING WELL IN ADVANCE OF NEED TO ASSURE TiMELY PROVISION Go n SAN CARMELA C 0 U R T FOR ELECTRICAL SERVICE. SEE STANDARD PLAN 407. 61.40' O.C. o° ,,,,F 1 8. THE CONDUIT DETAIL IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. iT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS AND CONDUIT REQUIRED FOR TRACT N 0 . 1612..8 \ r 66' THE INTENDED OPERATION AND FUTURE CONDITIONS. ' 1 (60I I 0 0 \ 7� PROPOSED TR..E16d/O 33' 33' CONSTRUCTION NOTES g 288 amV1' 2;2, �y T t. Nc C, z i 1, cn v9,09 / 1j1 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. DWG. 104 ©3 CONSTRUCT AC SIDEWALK 4' WIDE, T AC OVER \ i w m i- o cjo NATIVE PER DETAIL SHT. 2 1 3 .I , to j I I `, OR , N ,x u I I O2 CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. DWG. 104 10 I I 10 - - _ o o o ^ ``'Q' ® EXIST. EDISON VAULT do VENTS - ADJUST TO GRADE �+ I c� + + �+-.•` '� + �'z I O3 CONSTRUCT CONCRETE MEANDERING SIDEWALK PER CiTY STD. ;` _I - M - -. - m po Q � � -- - z w a6 1� I � ± z � W qm � DWG. 103 (5' WIDE) © REMOVE EXISTING CURB AND GUTTER - (- - p o ��' 1 w 6 �•1, 1 W 4 ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. DWG. ©9 INSTALL GUIDE MARKER + LEr©� - r` oo 'S'` cn i 21 0 A C 1 i co D 31 TYP. + -,- 1 �. EX. M . 4 31 to. 3 W=5' 3 21 ,l o t' � N V n (Cn N� 102 do 103. 31 INSTALL 1.5' GALVANIZED IRON CONDUIT WITH PULL ROPE _ _ _ _ V i4r fnk 1r,1 O5 CONSTRUCT CURB ac GUTTER TRANSF110N FROM 8" TO 6" M �T ^^ _ _.__ ;,� - --- - _ __ - _ __- __- _-__ �- --__ _ _ _-__ - ---- 4 _ _ ' 3© INSTALL CONCRETE PULL BOX N0. 5 PER CALTRANS SIO. --- - LUMINAIRE WITH g I \ � - GUTTER LUMINAIRE TYPE LENGTH AS NOTED ON THESPLANDWG NO ES-8 6 W 0 n UNE 'A'� �) 0 r 17 f 34 INSTALL TYPE 29-5-80 SIGNAL POLE WITH FUTURE 50' SIGNAL = b 2 2t 13 SEE SHT. 5 2 17 _�� _ �_ DM CURB 10 INSTAL, PRESENT 15' LUMINAIRE ARM - INSTALL PLATE -` _ Q50aLUMEN HPSV STREET LIGHTS BY SCE PAID 3c i U) w I � _ I s ��-�� -* �R _ . COORDINATED BY DEVELOPER WITH 8' MAST ARM, AS NOTED OVER ARM ARM FLANGE PROP. g PROTECT EXIST. j SEWER 't _` 1 CONDUIT iN PLACE �, 4 os �� S D. _._ � \ ' WZ o - 'y D `� k h`', `� -' \ , 11 SAWCUT do REMOVE EXIST. AC PAVEMENT 35 REMOVE AND RELOCATE EXISTING STREET LIGHT BY S.C.E. � J 1 - M _ S - C / I J�r��.-S 0' �, - � -__ __ _ - `� j _ O O I % r I'!S /1� W � �. _ � i 13 CONSTRUCT 6" AC OVER 6" AB. MINIMUM 36 CONSTRUCT RIGHT TURN LANE PER CiTY STD. DWG. NO. 119 _T �_ ., ' - / f •' J �A1 �� . 14 CONSTRUCT 8" CURB ONLY PER CITY STD. DWG. 104 INSTALL SERVICE PEDESTAL PER CITY STD. DWG. NO. 407 O f- / ; / i ; / j i � `e �e c o '. -9 a �°�h11 6,, �' 1�{ � , _ 17 REMOVE EXISTING AC BERM (LOCATION TO BE VERIFIED BY CiTY) �j /�� 1 i T o O Tom-`- : - � h`' EX. MEDIAN I � - - `�a._ 9 Q ® INSTALL_ CONCRETE PULL BOX NO. 6 PER CALTRANS STD. O Q _ / '`.y - - - ^� 91 I 18 CONSTRUCT DRNEWAY APPROACH PER CITY STD. DWG. 101-C C / j 1 4 s 1 '� - - CURB v - ` O + c r i i 1 ,� / _ , �i 2 �� + � �C DWG. N0. ES-8 (� o" 1 ii / %�- / '� `� ,�---- rn _ ,1' W "`-� (W=35') 0 0 2 � EX. 12' o - s� I& --.. __-- �2 � �\_ 39 INSTALL 3" GALVANIZED IRON CONDUIT WiTH 2 No. I 0 CONDUCTORS Z 00 A ///; __ _ I o J �� 5 `�'s •$ -- � C © F.H. , STREET LIGHT VAULTS, ETC. - ��WATER --__ _ EXIST M H., F S TS 0 O Ir a .�_.;� / ` 1) � --- _ -- _- _ - -- _ _- -- �� -_. _ ��o ,§ (PROTECT IN PLACE) ® INSTALL 2" GALVANIZED IRON CONDUIT WiTH PULL ROPE G -< _X ,� J < 1 _ _-_- �e .-_ � I O METER, HYDRANT _ 1_. ._4 i _.. __.._._..-, .�,._ _ -_ �_._._..._._,-w _...�___ _ p� _ - 13 �� 0.71% � � n'� { a 1, � 21 EXIST WATER VALVE 1 - . 3 -= �- ------ -- �` � -` � _ ADJUST TO GRADE _ - EX. E.P. __ "' r z o; EXIST. R/W p 2 E PROP. R/W�. ` ___ . z --- - ` �Q w r RIM Q W 1 W Os WINERY BUILDING ` �_ -- _ _ - - - -_ _ _ _ ___ _ _ __ _ _ ------ -� 2 � -=--�� © EXIST. MANHOLE- ADJUST TO GRADE CITY N) WALL � � ko ..--..._ � > APPROVED: �, No. DESCRIPTION OF REVISION DATE { � w a"i ^ w x � � 18 clow m. ��! v `� IXz m N � � m� N h + u EX. RETAINING WALL -- 1 _ _._ �� CITY OF RANCHO CUCAMONGA Lim w 110 V1'7�II�E R 11 ^ o w U % r- 'Si rn a `� -_ �` 10 I OD Ci " ,n 1� 9 0 10 0 W 0 ' o o !x x� EXISTING R/W - - uj . „ I � i °009/ o W --. "1- Z_ STREET IMPROVEMENT PLAN cr EX BET2MFI I � , oACL a `---�!1 - TRACT N0. 16128 �' 1 y < I 210' DECELERATION LANE i c I �� 1 Rp ESS1pN 1 � 0- 11"�o �' �? ��o�P�o J. ��y��y BA E LINE R AD �� __ � S 0 I► RASE LINE ROAD � No 052496 l STA. 85+00.00 TO STA. 91 +50.00 00 - CURVE TABLE CURVE. 7 ABL L * Exp. 12 31-02 * N # - ---°- - -R - --L - # - - ------ _ -- --` --- - - 9�F� cA�,F APPROVED BY DATE: 0 4/ A 18°4049" 205 . 00 ' 45 : 37 ' 22 . 78 ' H 3°24 '57' 1807 . 00 ' 107 , 73 ' 53 . 88 ' CITY ENGINEER V _�14w_ RCE NO _24953_ T DIAL TOLL FREE LEGEND - B 3°44 08' 1803 . 00 ' 117 , 55 ' 58 . 80 ' I 3°45 '54' 1847 , 00 ' 121 . 37 ' 60 , 71 ' - -- - - - - - -- - -- --- - - --- --- ---------- DESIGN DIED O 1 -800-422-4133 C 21 °46 'S6' 84 . 57 ' 32 , 15 , 16 . 27 ' J 93°3 0 ' 1 O' 35 . 0 0 ' 57 . 12 ' 37 , 21 ' CITY OF RANCHO CUCAMONGA •°R„ "" R.""� R ° . o BENCHMARK NUMBER 10051 R.C. $Wk350 z AT LEAST TW DAYS CONSTRUCT AC PAVING PER CONSTRUCTION NOTE 13 HERE ON h 19 48 54 84 , 57 ' 29 25 14 . 77 ' K 83 04 '22 35 00 ' S0 , 75 31 01 ' (t-49 I_EVEUNc) _ •ORECR r,.,.,u. 1- -- -- - - - ELEVATION: 1300.686 FT (396.449 M) - 1Aeitr 949151-U71E 3° 01 '44 ' 1742 , 00 ' 92 : 09 ' 46 05 ' L 90°50 ' 14' 8 . 00 ' 12 68 ' 8 12 ' r BRASS DISK IN CONC. CURB STAMPED *CITY of DRAWN ; : «1Y1i! «0.251-051A SHEET - - __ --- _ --- _ - - RANCHO CUCAMONGA BM 10051 1987' AT THE BEFOW YOU DIG SCALE 1"-40' -- �� AC PAVING REMOVAL F 157°32 '22 1 . 0 0 2 , 75 ' 5 04 ' M 19°21 T4-4- 18 0 0 0 0 ' 6 08 : 28 ' 3 07 07 ' NORTHWEST CORNER OF BASE UNE ROAD AND D.L. P NNE RS ENGINEERS SURVEYORS 4 8 U UNDERGROUND ICF ALERT OF SOUTHERN CALIFORNIA I / /_.L Lt 22° 46 ' 4 8' 27 , 0 0 ' 1 0 . 73 ' S . 44 ' AT SOUTHEON R END 2OFMILES WEST CA CH BASIN 2 FFT NORTH OF-- OF BEGINNING of CURB RETURN. CHECKED RCE No 052496 DRAWING NO. DATE _ `j V FILE NO 1781+ PROJECT SHEET N0. OF 4!'u00 iMl'IAN`_':,S11'04 9 ij 2001 i