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HomeMy WebLinkAbout2002 .101JUfY OF BAN l3rtINArIDINO BENCH MARK: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO 2" BRASS DISK IN CONCRETE HEADWALL CUCAMONGA STANDARDS AND THE STANDARDS SPECIFICATIONS FOR PUBLIC WORKSSTAMPED "CITY OF RANCHO CUCAMONGA BM 10089 1987" AT SOUTHWEST CORNER CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE f IMPHO-I'v[�M;�NT �l ' OF SUMMIT AVENUE AND EAST AVENUE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. ELEVATION = 1507.031 FT ELEVATION = 459.343 M 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE BASIS OF BEARING: RIGHT-OF-WAY LIMITS OR /IV ADJACENT AREAS WHERE IMPROVEMENTS WORK IS TO BE DONE NORTH LINE OF SECTION 27 SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZED HIMSELF WITH THE S11E AND SHALL_ BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH - FACILITIES ARE SHOWN ON THESE PLANS v. ------ 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING *"' '"' 17FA f � r2' ��r Z!r DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 1 \ I I I WILSON 3 m av SUMMIT 9 8 7 6 5 4 3 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES s°°` ;,H ET \ I 1 SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF 11 "� 2 ` SANTA-t- CIA-£ R l SUB-GRADE ELEVATION AND AT MOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING � � � STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 12 13 14 15 16 17 I _ SUMMIT AV 6. 1 A ` E ALL SEWER, WATER ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR Q Q CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 23 1122 21 20 19 18 D qHP� ,S V U HIGHLAND AV 30 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AN ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY 1� MARIA-� M l g OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL 24 .r. 84 v BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE 25 82 83 m \ W 5 VICINITY M A P MATERIALS AND/OR SURFACING. lz % 8 0 \ N.T.S. 26 8. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ' '� 6 5 74 73 72 71 \ I i � ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 27 ` oA 8, ST> VJI E RP N °tRUG`I10N N0163 9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE THE CITY ENGINEER. LISTING' ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. ��tnl 641 65 66 67 68 69 70 1 CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT 116037 S.F. n O ' - PAVEMENT TEST TAKEN 63 1A CONSTRUCT 4 A.C. PAVEMENT OVER 4 A.B. PAVEMENT 2,227 S.F. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R VALUE AND PAVE E � 31 62 61 so 59 58 57 56 TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). I \ �� ��� 5 ` 0 CONSTRUCT 6" CURB & GUTTER PER CITY STD. N0. 104 -7,104 L.F. 32 1. 11. WHEN IMPROVEMENTS ARE O BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY �Af1l t{JJS REQ'-£f3UR�- O CONSTRUCT 4" P.C.C. SIDEWALK (W=4') PER CITY STD. NO. 103 6 478 L.F. MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE 33 i U r� r v • ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE CONSTRUCT 4" P.C.C. SIDEWALK (W=6') PER CITY SID. NO. 103 505 L.F. GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 34 50 51 52 53 54 55 42 I 35 43 O CONSTRUCT HANDICAPPED ACCESS SINGLE RAMP PER CITY STD. NO. 102 8 EA. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT 49 48 \17 46 45 o REGISTERED BY THE. E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED36 1 4 44 O CONSTRUCT CROSS GUTTER (W=6') PER CITY SID. NO. 106-A 4 EA. AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 37 EB1NS0N 40 Os ADJUST MANHOLE TO GRADE 13 EA. ,' 39 SHEE \6 _ �' 38 O INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND 31 EA. 13. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE COORDINATED BY DEVELOPER PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE 8 THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE O ADJUST WATER VALVE TO GRADE 17 EA. �' ESTIMATED QUANTITIES. 1 DETAILS AND DIMENSIONS SHOWN ON THE PLANS WILL EQUAL THE ESTIM Q Q 9 EA. 1 9 THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE O INSTALL STREET NAME SIGN WITH STOP SIGN (30 ) BELOW STREET NAME OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE 10 INSTALL (R1) SIGN, STOP SIGN 5 EA. RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BE-FORE SUBMITTING A BID. ANY 17-EM OF 1 WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED 11 INSTALL R2 (25) SIGN, SPEED LIMIT 1 EA. IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 12 INSTALL W53 SIGN, NOT A THROUGH STREET 4 EA. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401-A 13 INSTALL R26 SIGN, NO PARKING 4 EA. AND 401-8 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 14 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 SEE LEGEND 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR 15 5.0' P.C.C. SIDEWALK TRAIL PER CITY STD. NO. 103 1,705 S.F. THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON 16 CONSTRUCT DRIVEWAY APPROACH W=16' REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY O ( ) 82 EA. ENGINEER FOR APPROVAL. CONSTRUCT DRIVEWAY APPROACH (W=12') 4 EA. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY aEr iNvex STALE, THROUGHOU ICONS TRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. INDEX MAP SHEET 1 - TITLE SHEET 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION. SCALE: 1"=200' SHEET 2 - SANTA LUCIA COURT STA. 1+00.00 TO STA. 4+01.56 PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: SAN ANGELO DRIVE STA. 1+00.00 TO STA. 3+12.08 SHEET 3 - SANTA MARIA DRIVE STA. 1+00.00 TO STA. 3+75.35 A. CUCAMONGA VALLEY WATER DISTRICT TELEPHONE: (909) 987-2591 NUTWOOD PLACE STA. 1+00.00 TO STA. 3+43.25 10440 ASHFORD STREET, SHEET 4 - SAN FERNANDO PLACE STA. 4+50.00 TO STA. 8+61.35 RANCHO CUCAMONGA, CA 91730-0638 SAN VINCENTE COURT STA. 1+00.00 TO STA. 5+22.23 SHEET 5 - SAN LUIS REY COURT STA. 1400.00 TO STA. 5+69.05 B. SOUTHERN CALIFORNIA EDISON TELEPHONE: (909) 352-6240 SAN FERNANDO PLACE STA. 1+00.00 TO STA. 4+50.00 7951 REDWOOD AVENUE SHEET 6 - ROBINSONG WAY STA. 2+76.43 TO STA. 7+36.05 FONTANA, CA 92336 ' - • SAN THOMAS COURT STA. 1+00.00 TO STA. 3+46.00 C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: JESUS GARClA GON6MUC110N0169 R 216 N. EUCLID AVENUE TELEPHONE. (800) 427-2200 RES. MIN.GRO " STREET NAME BOTANICAL NAME COMMON NAME SPACING SIZE SYM QUANTITY ONTARIO, CA 91762 TELEPHONE: (800) 427-2000 COMM. SPACE - _ - -------_----�--� - -- - - - _ 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH RC)E-MIA INDICA D. GENERAL TELEPHONE TELEPHONE. (800) 483-3000 SANTA LUCIA COURT 'MULAGERSTROEMIA:' CRAPE MYRTLE 3 20' O.C. 24" BOX CITY STANDARD PLANS. MIN. MIN. 11 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN 585-A NORTH MOUNTAIN AVENUE -- - _- -� - - --- - - -- --- AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY UPLAND, CA 91786 LAGERSTROEMIA INDICA 20' 0.C. 24" BOX C INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES SAN ANGELO DRIVE 'MUSKOGF_E ' CRAPE MYRTLE 3 MIN. MIN. \� 5 MAY REQUIRE BACKFILL SOIL AMENDMENTS. AS DETERMINED BY E. METROPOLITAN WATER DISTRICT ATTENTION: FRED ADAMI ---- --------- THE CITY INSPECTOR. _ - - --- --- ---- CITY 700 N. MORENO AVENUE TELEPHONE: (909) 593-7474 20' O.C. 15 GAL DESCRIPTION OF REVISION DATE NUTWOOD PLACE TRISTANIOF SIS IAURfNA NCN � 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND APPROVED 3 9 ACCEPTANCE BY THE ENGINEERING DIVISION. " x; LA VERNE, CA 91750 MIN. MIN. ,� �� �_-_�_-�-.-_ - -- --- ----- ---- - _ -- - ----- ---- - - - - - 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT Gel ff ?q G ,�11 UCI M,� LAGER.STROEMIA INDICA 3, 20' O.C. 24" BOX \� 8 PLANS ONLY. SANTA MARIA DRIVE 'MUSKOGEE�' CRAPE MYRTLE MIN. r � �. , f � � ,� r. . ,� ., ,,�� � MIN. - - STREET > r EI ' � 3 U� r C ff a r ti - - - -- ___ -- _ - -- - - --- - -- --- - S RE � IMPROVEMENT PLANS SAN VINCENTE COURT LAGEKSTh'C)EMIAINDICA CRAPE MYRTLE 20' 0.C. 24" BOX 0 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR MUSKOGEE 3 MIN. MIN. 18 STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES - -- ----- - � � � ��� NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITES OR `�� r f IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE SAN FERNANDO PLACE TRISTAN10PS1S 1�1URINA NCN 3' 2CM1N.C. 15 GAL ��U 36 �r/ r �I RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO MIN. WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHE-R OR NOT SHOWN HEREON, , CONTRACTOR IS RESPONSIBLE_ FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED LAGERSTROEMIA INDICA 20 0.C. 24" BOX Approved By DATE: ; SAN LUIS REY COURT CRAPE MYRTLE 3 22 � UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S 'MUSKOGF_E-' MIN. MIN. CITY ENGINEER RCE IVO. 24953 RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY ------------ - - - -- QRpFEsrlpN DESIGNED BY: RECOMMENDED: - COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND 30' O.C. ����o�� R, VlHrhy _ t - ROBINSONG WAY PLATANUS ACERIFOLLA LONDON PLANE TREE 8' 15 GALI C A St", C SERVICE ALERT U.S.A. PHONE 1-800-422-4133 TWO 2 WORKING DAYS PRIOR TO 19 c JA ( ) O MIN. MIN. r ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE _ m �, L '1"rG 70 f�U,'Vi13r'�CTC�ffi �, �, -- 48 HOURS BEFORE YOU DIG w r*� DRAWN BY: SHEET DIGGING. NO CONSTRUCTION PERMITAC LITIES UNLESS THE APPLICANT HAS AN INQUIRY CONTRACTOR SHALL INSPECT AND VERIFY PROJECT SITE NO. C054703 VALID INVOLVING UNDERGROUND FACT � CALL EXP. 12/31/05 x IDENTIFICATION NUMBER ISSUED BY U.S.A. SAN THOMAS COURT LAGERSTRC)EMIA �lNDICA CRAPE MYRTLE 3' 20 O.C. 24" BOX �� 13 CONDITIONS INCLUDING LOCATION AND ELEVATIONS OF of 4� OS 937 SOUTH VIA LATA 1 OF 6i MUSKOGF_E MIN. MIN SUITE 500 -- -. UNDERGROUND SERVICE ALERT ALL EXISTING IMPROVEMENTS AND SHALL REPORT ALL sTgT cNll o\ CHECKED BY: COLTON, CA 92324 DRAWING NO. -"----- - - DISCREPANCIES TO THE ENGINEER PRIOR TO ,of 1 -800-422-4133 CONSTRUCTION. FA H. (909) 783-0101 FAX (909) 783-0108 0100C), Pt?ojEc,r st E'r No. of-- BENCH MARK 2" BRASS DISK IN CONCRETE HEADWALL L=139.28' BC L=5752' 8CL=29.,32',EC STAMPED "CITY OF RANCHO CUCAMONGA BM ►r 10089 1987 AT SOUTHWEST CORNER PARTIAL 60.00' VC OF SUMMIT AVENUE AND EAST AVENUE P%4 ELEV-1546.07 47.12 O.C. 90.00' VC ELEVATION = 1504.031 FT EXISTING C.R. PERS L=1"7.ga' -4 PVI STA 1+98.90 147.59-1 PLANS ELEVATION = 459.343 M © 50.00' VC EXI51iNU GROUND - ` =f11. y = 1 PVI ELEV 1539.75 CURB TRANSITION ��T 47.12 0•C. m PVI ELEV-f 545.42 LEF CURS , V /4 4A 4 4 v __.__� BASIS OF BEARING - NORTH LINE OF SECTION 27 60.00 VC 57 O7 Vc 60.00 Vc 25.68' CURB RETURN a U rt / / i/ � `i' `� A/4 0/4 A/4�/4 i u "� � � � "? PVI ;iTA�3f-00.85 P'VI ELEV�1539.80 PVI ELEV�1539.16 m � � � � `U ui ) `t PVI E:LE:V-1542.33 ►1 o O iap N ►n� ►7 t «� N v �# a' ►� �p t� n c� cn^ (4 OR !y " �T- --tUl `' .. -_,_._ to n �F 1-i W) � � ',� 171 12 QJ.� 1'7 R 1 R M R h - w o f 4 4C1 Qj O F7 IA M t' U ,O) 64 N � �,� U � n 15�Jr L� _` _. . - nN � ri „� �� 0 LT e,, ` � n � _ .» � � + w � n .,_n .» o w N w N w w w N ti.N ♦ a �.Y�ri . _ `' EXISIING GROUND 0 .* . � 0 . - ? _ C� ) LEF CURB - Z569 TAN. GR. R ... n Lu w) 00 Laid - - - - - TAN.- - - TAN. GR. CILPROPOSED 100' PROPOSED rOF� , 4.329 cfl to OF LEF'r CURB � OF LEFT CURB TAN. GR. \T � w � �, w � 6� � !91 16' Vc j �AV9(3 N C-' Q PW eLEv 149a5so5 U U EXIS IINC� GROUND o. l,J.J Q 0 PROPOSED FINISH 60.00 Vc 6a 44.78 VC - �' to �� � c� oLn8 �' SURFACE 0 CIL CSL P�SI•A =,34 85 PY! STA ` vi 1- z o P Et_EV X1542.30 �I 1539.99 O � w � N C0,04 30-56.99' 04 L=22.39 L�22.38 L 22.38 L-22.39# L 17 03 `� �� uo�, U o, ca ca ._ . LL� O " w w til 15 5 CIL - j 1540 CIL - ---- -- o ; 000 ^ - - -- - -- --- to � s 2 00. tij r� EXIS 11NG GROUND w w N to v wvto pp / ww..N ~ w h d t) M N 1+ 0 CIL N � C,4,- N � ►f II L�139.28' BG L=5752' 9CL�29.32'EC �,�... ,. . `� j, "' - ►� ►� �! .\ PROPO EU FINISF - ---- ---- -- _ ___ to � _ SURFACE 0 CIL PARTIAL 60.00' VC "° w PVI ELEV=1546.07 ~` '�[ - -1.709 4.93 \ -5.48% -4.05 .,� .� \T00.0 VC TAN. GR. v T oN. !' PVI STAB +95.04 o 50.00' VC 0.5UX -` 42.41' OC PW ELEV= 539:8'7: %�CUN�17rr1��CnTOI�? rU 1✓Ef�If�Y as PVI ELEV 1545.42 TA . '? CURB RETURN j PRIOR O CONSTRUCTION n > � ; PVI STA-*3+00.81 OFFSET criot�1o1 -` A 4 0/4 0/4®/4` 5 , `c - `- ' ci U U ' u0 i PVI ELEV-1542.3 ,4.98 OC \ U w') > U , O to O w � �a w C? 14 759--1 FLAN a» w tap t O 1 4 + w q� > 42.41 VC rj ui' n S - > 2 rn «y U � � � � � � � � U Uj �° cv � rn U"� EXISTING C.R. F'Et? --0.64X ~- �- '� + "� v PVI ELEV � cn o n c� N CUFTB TRANSITION N w of cn ►� O O n O v> + + u� 00 1 � ^ - 1538.90 (.� N O o- w w w N ._ 4 4 4 A/4 C 150 RT - -" - - --- - - _. ,may t.� to �' C y1 a- to M EXI S'IING GROUND � N 101 ... . 0 RIGHT CURB �,�,� „ wto PROPOSED TCII� ` _- 'Ui o� �.. - �. TAN GR. v OF RIGi r CURB '°� ' ��� �' 3. TAN. GR. w . • \ EXISIING GROUND PROPOSED TOP ^ -r 1 .._ \ 0 RIGHT CURB OF RIGHT CURB a_ -2.oax PROFILE SCALES TAN. GR. �.. \ \ \ HORIZ.: 1 =40 -- VERT. 1�, 4 1 .1-00 21-00 33 P00 4+00 1 .1-00 2-1-00 ,3.1-00 :a TRACT 14759--1 ry SEE LEFT lBULLOCK RD. 7 1+74.54 SANTA LUCIA CO RT DrZAi�'ING NO. 2000 P L SHEET 13 OF 34 16 16 5 l._ 12 ! ! ; 22.55 21.11 \\ EC // P �B R EXIST. SUMMIT AVE. R/W 10 P P L w P L L P L \. 3.56' 0, 16 19.81 16 \ \ 7 AT P L 16 ,38.0 �,,y co 16 `t � 17.29 16 3+00.85 BC f3�\ P L � 1� 1 / I Mp 4 10 6 .R� 95. 8', / E CR 2+45.0 � cn 53368C �� 15.08 TYP. 14 + a EC g.11 \ , P L AT P/L 7 �� 1�4 90 / / 1 6' p _ N 8.4 34.48 a �0 �6, 1+00.00 SAN ANGLEO PL CIL INT. = I 1 / 37.99' 60.06' 16 =2+76.91 NUTWOOD PL CIL \ ` 5 _ ! �� ,� • _ _ i 4+01.56 SANTA LUCIA COURT CIL INT. _ 'L - --- 38.48 �; 3+12.08 SAN ANGELO PL CIL INT. \" \ 39.98 34-88.25 NUTWOOD PLACE 6 ��F� � TC 3 0 40 �� �3 7a '�' ?J � = 4+34.58 WARD14AN BULLOCK RD. CIL 7G 39.63 �__ 1 N89'45'09�W \ ��.� y 39.99 F 00 +DO- 3f00 TC D 4#.46 0 3 42'18 i,�E J _ - F 3 0 37.90212.0}._ • 37 - FS � / � � 1 t� �5 � �. P , N 1C-M � 'fl i 1 8„ SEWER +00�C o N89'45'09'W 7(; 34-00 OF SET CROWN�� 4+00 _.� F� _ y0� _1 �C`- / WA1ER \ o 00 4�- _-_ 8 PROP.!C L 44 6 4' 43 � ," 301.56 3 42`3.. ... 4215 �� � •` \ g � 2 _ 7C FS 39.29 G �i qo _. _. 16 44.98 - i' rte-- --�-- r 8' WATER C TC f y 4� p 8.94 \ 3 \, _ J:: 1C, H FS 1 `L1 i� 5.00. // . _ I rn. L=20.5 42.18' 62.50' 57.50' a Y` 8.6 38C / 'ra'. / 3�C 16 3+56.56 B'CR 6 t-3C .08 \ P g�.52� N 7)P. 14 FS L I \BC t n 18.00' V n ^� G / P" L I -b 3 3g BC W u) 2+99.06 . BC , f STA. 3`P 4.3.z Crz , / A + 7 ---- os 4a.1 3S 73 1 C P BC O � 16 N �� 38.48 38.50 FS. N \ NU ZZ PL 7 1+99.55 WARDMAN BULLOCK RD 16 19.87' P L + 15 PTL 016 6 1 �,� P L n 1 7 7C FS � � 26.06 ECR SEE SHEET T 1 V 16 lelA TCf1 L NE STA. ,3,- f'Er� Tl�-1 159--1 GCL4 HIC SCALE P L 16 NUTWOOD PLACE -- SEE SHEET ..3 40 0 20 40 80 1+00.00 SANTA LUCIA COURT CIL 13 I 1,.-..- 40' f V Si -FA L I-J( ' I 'A C'.UIIV LINE DA:rAi\J A L r�Lra/��c� � -_. Lius - �Nicr�r re�Nc.��Nr c17Y 210'00'07" 38.00' 141.81' 139.28' DESCRIPTION OF REVISION DATE APPROVED N74'45'05"W 57'52' - x _ - - MY O RANCHO CUCAMONGA ; C N75°14'47"E - 57.52' - �► �� a� 15'00'04" - - 112.00' - 29 32' _. 14.75. 'x'` (_.0N3 r��U l�[ON NOTF-8 _ � ._ _ � W r� MP �O E E r PLAN 10'00'00" 102.00' 17.80 8.92 - - - - - _ - � � ELO Oft � F N80°14 51 W 43.59. � �.�' � � �A 1..+�Ul I �.?�� 01 CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT 07 INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR � 110'00'00" 58.00' 111.35 82.83 LEGEND , rA L cr ars. 1100.00 ` O rA. 1OL66 AND COORDINATED BY DEVELOPER _0 SJR rA 1� 00 W rA 3PIP- 2� CONSTRUCT 6 CURB AND GUTTER PER CITY STD. 104 � 90'00 00 27.00 42.41 27.00 � �► � • O 08 ADJUST WATER VALVE TO GRADE N10°14'51"E - 21.91' - -�- STREET NAME SIGN 6AC � C CONSTRUCT 4" P.C.C. SIDEWALK (W=4') PER CITY STD.DWG. NO. 103 Og INSTALL STREET NAME SIGN WITH STOP SIGN (30") BELOW STREET NAME N78'05'31"E - 56.99' - I Approved By - DATE:_ G G)4 CONSTRUCT HANDICAPPED ACCESS SINGLE RAMP PER CITY STD. 102 10 INSTALL (R 1) SIGN, STOP SIGN -1- R 1, STOP SIGN C / CONSTRUCT O K 90'00'00" 57.00' 89.54' 57.00' �QRpFESSIpNq CITY ENGINEER - (G �/��°� RCE N0. 24953 - CONSTRUCT CROSS GUTTER (W=6') PER CITY STD. DWG. NO. 106-A \' INSTALL R2 (25) SIGN, SPEED LIMIT LEGEND L N12 24'11"E - 17.10' - R2, SPEED LIMIT � �t� R. VINJ �Fy DESIGNED BY. RECOMMENDED: M 100`00 00 27.00 47.12 32.18 �, 2 LBE O6 1) ADJUST MANHOLE TO GRADE - DRAWN BY:12 INSTALL W53 SIGN, NOT A THROUGH STREET W53, NOT A THROUGH STREET w _ �` ,� � , i _ 89 59 51 35.00 54.98 35 00 NO. C054 703 - SHEET - - ---- O R26, NO PARKING SIGN EXP• 12/31/05 14 STREET TREES SHALL BE INSTALLED PER THE N07-ES AND LEGEND ON SHEET 1 0 937 SOUTH VIA LATA 90`00 09 35.00 54.98 35.00 OF _-.-- - .__ .._._. _._-_.__ ______ -- SUITE 500 16 CONSTRUCT DRIVEWAY APPROACH (W=16') PER CITY STD. DWG. NO. 101 sT�r Wk ��� CHECKED BY: COLT-ON, CA 92324 DRAWING NO. F OI \\F JCP PH. (909) 783-0101 FAX (909) 783-0108 QQ _ Pl>ox r SHEE'1" No. OF' -- BENCH MARK ` U BRASS DISK IN CONCRETE HEADWALL STAMPED "CITY OF RANCHO CUCAMONCA BM a< 10089 1987" AT SOUTHWEST CORNER lJ OF SUMMIT AVENUE AND EAST AVENUE L� EXiS'11NG GROUND EX1517NG GROUND ELEVATION = 1504.031 FT Cr wr 0 LEFT CURB ELEVATION = 459.343 M Ld 0 LEFT CURB �� (3 ..I_ laJ LIAPROPOSED TOP � ��� U) U) BASIS OF BEARING - NORTH LINE OF SECTION 27 L=1.7.8 ' L=43.59' L=111.35' L=43.59' L=17.80' Lli or LEFT CURB 35.60] VC ( 60.00' VC _J I PW ELEV= I\ PW STA-2+00.69 1530.55 Lu PW ELEV=1435.61 g Ci 1535 LT - - - _ - _ --- - 1540 LT - t o t1) 4240' VC j g / t!J 6o.ao' vc c-2s.52'- J 60.00' vc �l~ # . o ^ g h� 'u; t C] iv PW ELEV=1434.64 g N i .w �,PW ELEV 1528.11 PW ELEV=1528.62 ) p' 1 u7 - 976\ ta ��, , $ N F Z.04 + U ' g J V N I� Ui vi h N LU r- --- b J C4 D 12 N •16x. �� {�_ N 0 r� �� / � p • ".�, 4 r VPR�'OPO.SED TOR' �t wF n, L N 1112 0.629 N - PROPOSED F40si3 OF LEFT CURB �_ � � `�' ' �' EX'f5T1NG GROUND tij SURF= CE'0 CIL 2.519 0 C/L 60.00' Vc 1.2956 �. T=57 a0' L,=39.96' PW STA.-2+0031 I ` TAN.GR. / 60.00' VC g 1535 C/L PW ELEV=1530.52 L=-89.54': L=56.99' 150 C/L � / PW ELEV=1535.58 R "' N N y _ _ _ t � t i J / L=-89.50' Lu + "��o ° ' L=2239' L=22.39' - V '� T --- - _5? uZ _.^ () R L=57.00' L=223'7.' L=22.37' L=22.37' _ =L2.3'7' U O' c�s� ¢ ►i c+v C�r6.99 L=22.39 L= r- 1.00 11 U3 to to 00 04 N b�,to (A `�+' „� N N 1.00. _..__. l� 1 - N $ r•. w rr` r-.r.. V J � � � N 2 w OFFSET CRR0WN w ` 2 z1x PROPOSED FPNfSf>f c to 3 pax , N / 42.21 Oc 47.12 OC + to OFFSET cRo wN SURFACE 0 CIL � cuRe RETURN CURB RE TURN i� 2 �' 1.a� c 31.22' VC 14A/4A/4 A/ A/4A/4A/4 a/4 �' t_PW ELEV 1535.92; EXISTING GRZOUND (� ,/ � _ `-�` � ce � 00 0 RIGHT CURB m OFFSET CfZml- EXISlING GROUND t_ "0' � 8 7 N � 1535 RT 1540 R,r I � 42.41' vc _ 60.as vc c� / C/L ' g r (c) L=1'7.80' L.-,_43.59' .. --.f' / L=111.32' L=43.59' � c� N N `►� ►� - . VI ELEV=1528.80 PW STA.=2+20.71 r. a0 - i Fsw-EIEC/=153�55_ -__ ` 0o ` se K U -_ , ._. ; / ! 55.66' VC v � �., it p^ Qov N rg> o w PW ELEV=1533.48 00 N N O N N 2 / ► N (� # N r_ m h ij rj vh �� n p r -LU2 ZI3?6 1.4076 `�( r' °° TAN.GR. .t Ou q / u� � ko 3.17.`6 ` PROPOSED TOP 2 / / 2.s17OF R iGNT CURB 1.409 PRZOPOSED,10P 0 S 11NG GROUND PROFILE SC A971 Or R lGRtl" CURB � R�fGf>t T CUR��3 ALES \ HOR1Z.: 1 "=40' " VERT. 1 ,_4, 1 --boo 2-1-00 3-1-00 � 1 .3-00 2-3-00 3-3-00 (� 1- Lu C 5 CIA I- CURVE/LINE DATA � I.�J l�J r� cn SANTA MARIA D Z - SEE LEFT t,J DEL TA/�°4iNG MUS LEEN.0 T. YANG~i NT ' Ml A TCHLI NE STA.A. ,x-3-19.63 BC --- . 65 A 10,00,00" 102.00 17.80 8.92 A T P/L i� 7 LY L=o. `' 31.71 ` ' IIJ B N09'47'14"E - 43.59' - P L 3+_20.40 (� C] `� �"� F-s t� to J P 11 22 16 w -16 \ k EC A 31.74 STA 2+76.91 NUTWOOD PL CIL INT. C 110'00 00 58.00 111.35 82.83 P L 16 P L 7 - P L 1.6 17.22' it 16 ,�21 C14 ^ 0 1 !] TYP. o I r� 16 1�� TC 32.07 = STA.1+00.00 SAN ANGELO DR C/L D N79'47'14"E - 43.59' - 6 1+00.00 ;SANTA MARIA DR C/L INT. 0, EC BC 21.41' o �+ 1 tiJ 9+06.35 SAN FERNANDO PL C/L L,55• 4 - �- II g N '� U c; 14� t,�J � iQ' 3TC 2 LIP (/� t I 5g' _ + L. .. ECR 35.48 (J E 90,00,01" 27.00' 42.41' 27.00' 5.39 N 59.68 I 60.00' Ka 4.96' / 32.37 7C TC P L 3 17 , _ .: �J 2+95.531-,-\ .- � 1 N F N11`56' 4 W 56 99 o _. _ - �0 8� STA 3'3- 15.35 EClz90 00'01" , , , ,�9 C _ _ (� - N _ .� ' TYP. LaJ O G 57.00 89.54 57.00 `� 1 �o,' F�' 1 - - ------ -_ __. „_ P �j 1+44.97 BCR - 14 _ _ � 1.15 4 �� �G A H �S ,0 0p ., 2 0 31.71 32.3 7 / `L'S r' , 38.48 - c 8 SEWER TC t <t S 9 j� 33.42 TC 1 ( J H N77 37 54 W 56.99 119.28' 79.00' 1 C P v 00 FS p, �FFSET CRO +0 0 1 3f DO F/ U � J da +ter--- - - h ;, - 6 STA. 1+00.00 NUTWOOD PL C L INT. �, J „� t N79'47'14"W - 43.59' - 2929.30 30.5 (� STA. 4+20.32 SANTA MARIA DR C L .03 2 .98 - - PR P. C/L N89 4/14 W = c:a 3 2 I 1 FS FS $' WATER FS o 00 275.51 J 109'57'55" 58.00' 111.32' 82.78' ..- ' --- -- � ,� v .. x__33.•03.1.._ 12 8 .__ ........35.46 �_,00 _3 2 38.23_.38.'45 � Fw. _. .� � , ' F I $" WATER 37.10 Q K N09'45 09 W - L_. I' FS6 r, � i 'r1 FFS T CFS RO FS N00`14'S1 'E FS FS F� I P� 16 l L _ _ _ _- '� _ r A �` N r 32., ! 3_ 33.56 5.6� ,243.23' $" S WER �� L 90`00'00" 27.00' 42.41' 27.00' T 9 .� 55.01, 60.00 9.E+2' 31.74 CJ) - TC F" g6 o po N `�E ,cR , r� 28.2 3 -- 3. 34 38,7 i+45.00 ECR / v Tc �� 4 c r s 3 100,00,00" 27.00 47.12 32.18 F FS 14 TYP. d �s F 3. 4 K T - -� -- M TC t�J .� F 29.28 r0'� _ / r. .�. � --- - 8'05"W 'TA. f3-3-61.35 13CI� + 79 �� � - -- N7/'3 - 57.00' - r_ cn 30.46 �. _ fx o BCR TC r �� �� (� 0 , P c _ / �? 17 - ("J - 3 . Slop 89 57 55 57.00 89.50 56.97 I N P L �6 "= 7 AT P/L U3 �� ¢ S% 5: j 'vC �� "�v �' I (U $, 2s.1$ rc P L ,. L� 0 P N 11'54'44"W - 57.DO' - 27.88 2+00.00 16 t - L-' T �` Qc 1 LIP 16 (/) s� 24.Z6 vl A �, 16 G / 17 EC 1, B �� , a�G �"r� Q 8957'55" 27.00' 42.40' 26.98' �- EC, u / d t 26.53 P L 811 P L \\ �P L ��+31. >\ .._ BCR" R N 12'24'11"E - 38.89' 1+77.07 16 N ECR r 'Q IMA TCI-1 LI NE STA. 8.3-05.64 8C 7 SEE SHEET GWHIC SCALE SAN FEI�NANUO PL -- SEE SHEET 4 SAN ANGELO JI~? 40 0 20 40 80 Eli s K .... 1 - 40', I L1 CONM RUCTION NOT M RAW 60, RAW R/W SOUTH 66' NORTH RAW ` O1 CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT I ---- ----- I I =I 12' 36' 12' 'I il_'- 44' 11, 20 CONSTRUCT - --------- l - 0 CONSTRUCT 6" CURB AND GUTTER PER CITY STD. 104 0:5' 4' - 18' ----_#I 18' 4' � 0^5' 0,5' , 4' 22' I 22' 6' 4^s' 1 DESCRIPTION OF REVISION DATE APPROVED " CONSTRUCT 4" P.C.C. SIDEWALK (W=4') PER CITY STD.DWG. NO. 103 � MY OF: ?A HCCA 0 ' �A 4O CONSTRUCT HANDICAPPED ACCESS SINGLE RAMP PER CITY STD. 102 2% 1.70y 1 1170% r 2y -�0 1A 1.70% ��� j /' /' �/� -- PROP. 4' --- PROP. 4' I r III / �/�emeI r r N 60 ADJUST MANHOLE TO GRADE- 3 SIDEWALK 6' 3 SIDEWALK l0' l I PROP. 4' 3 I PROP. 6' 3A MUM M ' A Ott ANO NUI WOOD L CURB AND SIDEWALK CURB AND SIDEWALK CURB AND UTTER 2 CURB AND 2 GUTTER 6 �7 INSTALL 5800 LUMEN H.P.S,V. PESTREET LIGHT BY S.C.E. PAID FOR 2 GUTTER GUTTER IrrA "1 UrA. 1100.0 1'0 UrA. 3' 75.." AND COORDINATED BY DEVELOLPER WATER WATER #,��r ��^ �� �^� w w r� _ SEWER) SEWER 11`III eJ r I"�' 0.00 T./ eJ rel. 3 SO ADJUST WA1ER VALVE TO GRADE .if TYPICAL STREET LECIEND O INSTALL STREET NAME SIGN WITH STOP SIGN (30 ) BELOW STREET NAME TYPICAL S I R E E r - STREET NAME SIGN Approved By DATE: / C' 10 INSTALL (RI) SIGN, STOP SIGN SECTION r //�� RCE N0. 24953 _ O --- SECTION �. Q�pFESSI�N CITY ENGINEER _ SEC I I `'� ' ` � �� � R, V 9� DESIGNED BY. RECOMMENDED: 14 STREET TREES SHALL BE INSTALLED PER THE N07-ES AND LEGEND - NTS. - NTS. R 1, STOP SIGN ti��Z`�� IN jO�F�c LBE _ ON SHEET 1 T.I.-5.0 R-78 s _ ACA C./kS25c i - T.I.=7.0 R-78 -o R2, SPEED LIMIT w ,,,. 16 CONSTRUCT DRIVEWAY APPROACH (W=16') PER CITY STD. DWG. NO. 101 SANTA LUCK COURT, S" Id { GEL(J) C?�21WE, 0"�1�1` WC�ODALC No, C054703 A DRAWN BY: = ' �"" = �� �°" = ' SHEE K; 1N53, NOT A THROUGH STREET EXP. 12/31/05 937 SOUTH VIA LATA 6 17 CONSTRUCT DRIVEWAY APPROACH (W=12') PER CITY STD. DWG. NO. 101 SANTA MARIA DRIVE, SA14 WINCENI E COURT, SAN LUIS IRL�Y COURT i�OnIP��OI�O ��`�� � � � _ SUITE 500 of O ��� �L�C�t�t�NM�O GLACE, SAN �������� ����,�, --E} R26, NO PARKING SIGN sTg7F CNIL �F `,P CHECKED BY: COLION, CA 92324 DRAWING N0. 18 CONSTRUCT SIDEWALK UNDERDRAIN PER CITY STD. DWG. NO. 107-A OF CA JCP PH. (909) 783-0101 FAX (909) 783-0103 r ��� / ctoo BENCH MARK Ec L=107.56' ec L=131.32' 2" BRASS DISK IN CONCRETE HEADWALL 100.00` VC ;' PAR7IAL STAMPED "CITY OF RANCHO CUCAMONGA BM PW STA - 6+36.35/ 10089 1987" AT SOUTHWEST CORNER EXIS iNG GROUND PW )9,EV - 152K0 > 60.00 VC $--� OF SUMMIT AVENUE AND EAST AVENUE LEFT CURB - / Lu PW 7.91% Q) 1526.55 ELEVATION = 1504.031 FT C� ELEVATION = 459.343 M ^ to r ... \ ` m ' 42.41• C w v BASIS OF BEARING - NORTH LINE OF SECTION 27 rte- M � } � CURBR N ^ t � r° Ex1517NG GROUND I_ /4aI�a/4 8 ,, uito 0i to - cr •- 0.679 1520 LT �- 1525 LT to w N N w �' ,.1)%� --- - �_ r�c0 �r� ropXfs rxNcrou�ry N + �' OF LEFT CURB 0 LEFT CURB to 01 �4ry� 1.16 T to cV : \ 100.00' VC / P)1 ST4-6+36.35 . " P10 ELE'V X 1,512 r e E„� L=146.79' �n � � g1% PROPOSED TOP OF LEFr GUrvq / .� N iY- 60.00 vc vi ` N PROPOS-,E0 FINISH, ,i � �� � PW STA=1+75.00 cv '� � � � � � 5'Ut FACE C:/r"L ,- �tJ ��J PW ELEV=1522.90 N ^ ri 17S•� ° w 4 / u4 `oGi 1+00.00 SAN VWNGEN7E CT CIL INT. �'' / - J \ $ ukoi U t' -.6+36.35 AN FERNANDO PL C / 40. �-' i � . 1520 CIL C� 1525 CIL _ � z % co c'3 VOFFSET cRo im ► i °� 42.41' OC 42.41' OC /to t�J �+ + w "_.. - 6C L-131.32' i jj CURB RETURN URB RE RN F w II w _4_ V, 4 a 4a o/a a/ a/ w 3:17% PROPOSEDr'1N15;'1I EMS ZING GROUND `� \ PARTIAL 60.®0' vc EXIS r1NG GROUND � � 614 N / / to Lu 8,� 2,91% _,. SURFACE 0 CIL 0 CIL \ � PVI�ELEv�' 0 RIGHT CURB / � � w 1+ � c� �`: 1.73 C,/ -_ 126.55 �' ►'7 rwr' to a Of fit' 42.41' OC 60.00' VC ( civ N r7 N �- •- CURB kE 7UkN P STA=1+75.00 ctii " «d c i !+ �- w u) 4 A 4 a 4a PVI' ELEV=15'22.93 0 LTJ n N � PROPOSED TOP � / / / / - � � � N � �' ' ' or r�IOHT Duke �✓� / - R > PROPOSED rOf'`` ,� ^ [y <> to OF mar cuR13 1520 RT U �, N 1525 R v �J d . �- _. _ _ 1.11 s FXIS�17NG CROUND Q1 n _ w10) 17 `"•w w C� b to C', rN TAN. GR. •`- -.., to \ . PROFILE SCALES HORIZ.: 1 "=40' VERT. 1`4' 5'-1-00 6•1-00 7-1-00 X -4-00 1 -1-00 2.1-00 3.1-00 4.1-00 5-1-00 1 1 5+22.23 SAN VINCENTE CT C/L 7 1 > 6+36.35 SAN FERNANDO PL C/L INT SEE LEFT r 16 P L 16 `--�= 1+00.00 SAN VINCENTE CT CIL SAN ✓=ER AN PL � _) 72 16,08'N BC O 7 5+46.93 16 / f _ - / P L j r� �.P I ` �4 16 16 °� 16 16) ECR J, 16 76 16 75 1 s �.lJ z i b o' i - �, co P L oo P L N P L 16 P L 16 J ' 0 1 J 0 G 2)d/ °j co m 23.46' o do �� J 1+00.00 SAN VINCENTE CT C/L INT. r' 9 6 o � � ^ 63 09 �\\ 52 W P L P L � + P L p P L n P 1. l.jj 6 = 6+36.35 SAN FERNANDO PL C L / / "0 3+20.00 rj N r 32' (� a N 1' + + / 4 BCR t+ + + 7 cfl c� EC 26.11 + 14 TYP. N N S' s> 20J 1+45.00 14 TYP. 0) N 37.3 TC / s. 7 � Q 60.00' 18.69' CXR ` `>>, 10 "� - 4.91' � 20.89 ! u� 60.00' NI � �.. LU 60.0 ' - 60.00' 60. 0' \ \ BD• ' A 55.01 60.00' ! 60.0 ' 57.26' L-2 D 0. 26.78 -- ' F n OFFSET ROWN F U _ _ 25.39 =o -- _ TC r 26.45 21.39 1 C7 TCFj5+002145 16.. 6 F _ - 1C-MOC F.S14.04 `N00'12 46'E -6+ 0 ,8 FS 3 7+00 0 '� PROP. CIL- T '+p(jJ '� r 22.58 8" SEWER ,�� °p i „ 3 6 2 8 B E 26.57 -. - { - - -- - -- __ _ 11) J 00 ! ci, I 7C 2+00 n 3+00 N89 47!14 W C 4+00 5+00 FS Cl 14.01 169.29 --_ - -- - - I_,.J 14.04 FS 3 8" SEWER 1 2 19.80 5 . �� �� �� 1�� 9 t 2.94 0 00 2 'E�_53 3 t+� / / 2 ROP. l- -q- co i $- i h0 28.18 -- ,�' � � r3 21.93 p C � 42Y.2,5' 2515 26:,12 � ;U TC TC F f S 7C `` 5 _. .TC �{7 ._ / . 3 - _. WA7R T _ 8 7C hod CJ - -- G0 m ----- - --- - -- t tin zr z S- -- < ► I 1 1 5.00' u, 1 S10P .. ... : 101.13•.. 79.00. .00' 85.00' {. • BCR 2� gyp'` EZR N -�r \ 14 T)P. / �,� 55.00 61.36 61.36' 61.36 ^ 1 14 TYP. 5+91.35 r'� , 0 �'`'� 6+81.3 00 P L 8+02.95 7 ( �� ECR d 14 TYP. 61.36 ^ In 61.36' 15.42 L P L 11.J P L E� �C+ \ 6+81.44 7 - - \ - (/) �9 G 4 I(- 1+45.00 o P L ° oN P L N P L 00 P L _ 25.295 7 6 3 6 4 I BCR 17 BCR 6 + 65`N "� V- 70FS �J SAN VINCENTE CT 1s 16 66 16 b I 1s 6� 16 6� is '�°g� LOT )113 �'J SAN FERNANDO PL 16 SEE RIGHT "' 1+69.97 4+45.44 7 j SEE LEFT GRAPHIC SCALE X40 0 20 40 80 [u 1 - 40'! VCrliV AiVO , [V r J CITY DESCRIPTION OF REVISION DATE APPROVED LEGEND (-.N,,UflVE/LlNF- DATA (;0N3'f RUCTION NOT F-3 STREET NAME SIGN 13ELTAIBEAI RADIUS N./DIST. TANGENT " � MY OP tMNG110 CUCAMONCA -�- Di CONSTRUCT 3 A.C. PAVEMENT OVER 4 A.B. PAYMENT �8 ADJUST WATER VALVE TO GRADE R 1, STOP SIGN A 90'00'00" 27.00' 42.41' 27.00' 2 CONSTRUCT 6" CURB & GUTTER PER CITY STD. NO. 104 9 INSTALL STREET NAME SIGN WITH STOP SIGN (30") BELOW STREET NAME t riwer R E r PLAN B 18'00'02" 100.00' 31.42' 15.84' O O '�AN PL 1 +AN "' R2, SPEED LIMIT N72`12'44"W - 107.58' " e r 3 CONSTRUCT 4 P.C.C. SIDEWALK (W-4 ) PER CITY STD. N0. 103 1 o INSTALL (R 1) SIGN, STOP SIGN D 198'00'02" 38.00' 131.32' 239.91' 4 CONSTRUCT HANDICAPPED ACCESS SINGLE RAMP PER CITY STD. N0. 102 12 INSTALL W53 SIGN, NOT A THROUGH STREET SAN �EIMMO "" °���' � �� ���' ����'� - W53, NOT A THROUGH STREET 14 1 Cr UrA 11� • --E)- R26, NO PARKING SIGN E 15'42'39" 535.34' 146.79' 73.86' SO CONSTRUCT CROSS GUTTER PER (W=6') CITY STD. NO. 106-A 14 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 "MACT 14/69 6 ADJUST MANHOLE TO GRADE 15 5.0' P.C.C. SIDEWALK TRAIL PER CITY STD. NO. 103 _" - . Approved By � - . DATE:: O7 INSTALL 9500 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND 1s CONSTRUCT DRIVEWAY APPROACH (W=16') PER CITY STD. DWG. NO. 101 Q�QFESSIpNq CITY ENGINEER JL ���o RCE N0. 24953 COORDINATED BY DEVELOPER ��� �� R. VIN �� DESIGNED BY: RECOMMENDED: LBE - N0. 0054703 DRAWN BY: f �°� t;�t � � SHEET x� 1/05 )� 7 937 SOUTH VIA LATA 4 OF- 6 (7 _ SUITE 500 sT CNlL AXP CHECKED BY: COL70N, CA 92324 DRAWING NO. qTF OF CNS JCP PH. (909) 783-0101 FAX (909) 783-0108 �(� _ PRO.JEC T SHE r N0. OF w _ BASIS OF BEARING - NORTH LINE OF SECTION 27 BENCH MARK 2" BRASS DISK IN CONCRETE HEADWALL / STAMPED "CITY OF RANCHO CUCAMONGA BM 10089 1987" AT SOUTHWEST CORNER 10d�00' vc - OF SUMMIT AVENUE AND EAST AVENUE STA=3+66.22 / ELEVATION = 1504.031 FT l� / W ELEV=1510.63 I ELEVATION = 459.343 M Lu lLJ L=13.09' PROPOSED . / j L=43.59' L 10819 L=49.26 N � �i OF LEF r CURB-- N N N +• to a..o�%� - 42.41' Oc 60.00' Vc II�J " N w �- �J _ Lac Ec ac • L=1`7.80' c,, (6 .4- ,, CU f3 RE" RN ' PW STA=1+75.00 iJ M 54.10' VC 54.10' VC cV gi + G . nn -- \1 C;� L�/4 �/4�/��/4 PVl ELEV 1511.91 4=29.32' L=57 52' L=139.28' PVL=1505.13 PYL=r 05.66 \ Cj PAR77AL 60.00' VC T`� I U �; 1 $ $`N , PVI ELEV=1516.18 1510 LT • �- �' '" �' 1515 LTca 1520 LT , to t7 U o _ - r .� / 100.00' VC '( �' " '111, EXISTING ZING GI�C7UN0 cfl cs] w u� ,� o a? �, -` �.8�f ,T l`--��n stA=3+66.22 0 LEFr cuR N - �' o.5r PROPOSE TOp w - o + ! m I to � - PW ELEV=1510.so � ._ Cj �v � \ � o 0 �r r -0.7ox V) 0.17 x / �, o TAN. GR. OF LEFT I:URB `� Q- to EXISTING GROUND :! f. EXISTING (ROUND �, N �f 1.0496 0 LEFr CURE .t 0 LEFT cuRB :z � � � 3% � , PROPOSED FINISH r �, �. a o r 100.00 Vc EXI S71NG GROUND L=42.5 ' L=•89.54' L=56.99' / a -` SURFACE c/L en N LCUMaRETURN �, PW STA=1+71.00 C/L $ + � / PW ELEV=1511.84 / PROPOSED TOT' \1 PVDs aQ 2 00.71 ;+ "' \ `N PRI PO. FD FINISH OF LEFT CURB � L-22.3.9 =22.38' =22.. 8'L=22.38 PW ELEYa f X06.6> , i /, 'y u�r''" `� `� Ln N t.� $ �t1510 C L � � r � °� v� 151J C L � .- � ,� $ � � - �.' `� - _�.- - ... 3 ;� � � SURFAG'E t�.� C/L/� r � - 88$ - 8 2 � 8 82' g8 - g 2 � � 1520 CIL m +� ^ ..- E C�. INT $'h o Mi � N d N cN N ~� X476/ 2.3RD pL. C� �� + to ± + � rc� + in •1• u�$ N ,pN f El;t + N Y C�Rt 4 J �`n u!s PE - PROPOSED FINISH Q cn $ $+ �- N 3��,F,.2 0 542.41' 0c SURFACE CIL z N 1.2F396 00 0 / A/4 0 4 4 A/4 �r o `u�i •- ./ �" CURS RETURN / / tst o ... O + �- N 1.7096 O 4 � / �/4 a/4 L�/4 0/4 N � - N � 56X © EXISTING GROUND c 1.8496 -. -� / �. 6 • .- TA�I�cRCR. 1.0496 � EXISTING GROUND/ to - - " �- + ,,�` 0 CIL l C L as :'i , w_ t.70x ` , / w Cq to K0 N / 42.64 OC 60.00 Vc ' fs �r - 42.41' ac 60 00' VC LY CURB RETURN PVT STA-1+79.38 $ •- � CURLS RETURN PVT STA=1+75.00 � �� f4 A/4 0/4 �/4 PVT ELEV=f 506.13 / , v,►� �_ r c w \ _ / -`gC1'=29,32' EC L=57.52' �C L=139.28' / PVT ELEV=1511.91 � � [1/4 L�/4 L1/4 0/4 PROPOSED 7'OI' $ `�' \ w OF RI GH r CURB PAR g _ PAR TIAL 60.00' VC t M �- �, / x. N +�"�� PVI ELEV-15f8.18 1510Rr / 1515 CT/ � �; 1520 RT (1j ar� ao O t�� / 3:%;� I n o ,� vwv} + I'�-- r lye h w PROPOSED T�Ot� � � � � � ti z $N + � �' � / - OF RIGHT C�JRI3 z.549G EXI S TING GROUND w 6 g "" 0.7(J EXI S ZING GROUND 0 RI GH r CURES 0 *�' 1.75X � TAN. GR. 1.d4 TAN. i / 0 RIGH r CURB PROPOSED 7OI� OF RI GH r CURES PROFILE SCALES 4 _ '- HORIZ.: 1 "=40' EXISII/ � RIG�r CURB ND \ V1---R 1 "4' 1 .1-00 2-1-00 13-1-00 4-3-00 1 -1-00 2.1-00 3-1-00 4+00 5. 00 ff 20' 34-66.22 SAN FERNANDO PL CIL INT 1+00.00 SAN LUIS REY CT CIL INT. +,ii- SEE LEFT 7 3+18.00 P L �� � ltoj io SAN FERNANDO PL 1 s 16 . c� 16 16 p� �+ 16 16 16 16 BC •.•,. -- P, L 16 PL36 16 PL w PL F L PL - 16 PL j n r `� ^ ^ PL �J 15.33' P F= 17.71' 0.33 -z o 0o 16 �G *", E 0) 59 16 Cep EC / �3,s s�o, r) z, AT P EC g J� N ap o o (n oo BCR + P L P L + + P L BC 18.54 31 ,3�3 n _ + +.. 3+06..70 I• � _ 52 LOT F3 7 =18.391' 42.1 BC N N 14 T'YP.N N v --� + o1 f 45.00 N n 14 TIP. �t 4+74.66 J 5� S CSS ,113 1g ,+� 8 �`'� �J `D55.00' 58.00' N I l 60.00' 58.00 60.00' 38.66' :=21.5 0 FS FS 42.99' 60.00'�I 60.00 � 60.00 _ ._ _ _ _ �1+00.60 SAS LUIS REY CT CIL INT. i � ._ � t_ � ,,...... . i TC 9 � � 1+00.00 SAN FERNANDO PL CIL INT. E gDi- I . - - 22 AN ERNAND0 PL CIL N t l r 2_ `-h 2+31.02 ROBINSONG WAY C L _� O 0.� _ o11.76 0/ 15583.. _ 3 2 TG ( 6 15C3 I TC 0 L M _ { G �.. 14 04 _ o0 3 2 16.42 w ui O '� 8 WATER `� °`� 1 - "i FS 9 5 1 ,gyp 1C vi 2+00 3+00 4+00 5+p +00 F 2+00 �' - 31 00 ) 1 F5 +00N0012 46 E J -PTr- C o N8469.05'E S 13' D� FSET N00'12 46"E-- - , t � � � �..-_,� � +-- - F o 0R 266.22 / _ -- -�`-L8»» SEWER - + OL 5� 5 11!15 ROP. C L 8" S WER 469.05' TC-MOC 6.32 '05.72 05.31 06.67 PROP. C L o� : o �� 83.78' 14.01 0 �, 4 12 -' 8 co / >2 3 1 .03 L 15.29 8' WATER t FS 07.48 05.61 � ro 09.55 �. �s �j 12.46 4.. _. _ o _ �. Y S C FS LLP TC FS 3 T_C - <a� ' <<'_ TC 3 2 FS l(� _ --� _ '� Y -- - _ - _ _ ,TC .F,/�- o O p 96 rr n rr 8 �� 0 8 0°� 4- '� 15.69 O ATP L V1 i - �� 3A O`L . -. ,. - g 55.00 61.36' 61.36 61.36 61.37 29.21' TC cT(�p - �' 9 ECR 92.84' 79.00', JIUf 4.04: $ H `L1 ECR INr 6. 18 r� F-S 1+49.38 �v r'� �'� ECR T C '�' I `t 14 TYP. °� BC cv 32 26 BCR ��. 4+11.22 � 14 45.00 N N LO - o - 14 TYP. :+21.22 `L `t�J 5 o r rn - c� uj tt 4+74.66 N EC S ;.,,:. 1 BC 1+87.066 ( g o 1 C' C" N 26 g3 �n N STA 2"04.86.`1,3 �R 7 P L r, E� c,�s ,�, .�G 4+11.09 7 �4. F� (t- f g�G BCR `�� + P L � l v P L J� p P L J�,to P L .� + P L �} L_49 e..7(.f _ 7 N N r+i J BC P L 54-69.05 SAN LUIS REY CT CIL� o CG of 50 49 5'AN LUIS REY C`rCR 6°j ,34 � 1s _ � �• ^ 16 16 16 P L A EC SAN FERNANDO PL 16 1s `t A3 LIP P L 13 . p�G `SEE RIGH SEE LEFT MA 1"CHLI NE STA. .3'1-17.55 BC ROBI NSONG WAY -- SEE SHEET 6 GRAP111C SCALEIV, LL -Lfi 40 0 20 40 80 1i\4,s � 3A i\4 L I-JI r� C..,U[A f /LINEDA:rA 0 DE TA/BB I INQ RADIUS- LENJOIST. YANC-r�r DESCRIPTION OF REVISION DATE cl'� APPROVED A N12 22'06"E .._.- .- 56.99' - (-'.*0l�te�.� �_f_ uc,rI0'1�1 NO E3 LEGEND D � � a � �a ; r.,,ttY O tMNG110 �.0 AM'ON�'�.A z, B N 10`12 46 °E - 49.26' - - -�-- STREET NAME SIGN 27.00' 42.64' 27.23' 8 ADJUST WATER VALVE TO GRADE 90'28'37", 1 CONSTRUCT 3 A.C. PAVEMENT OVER 4 A.B. PAVEMENT � I R1, STOP SIGN e..�tttaFr I M ROVE EN`r 'iN D 90'00'01" 57.00' 89.54' 57.00' }} �/ �^► �^� E 105'03'56" 59.00' 108.19' 76.98' CONSTRUCT 6" CURB AND GUTTER PER CI1Y STD. 104 @9 INSTALL STREET NAME SIGN WITH STOP SIGN (30") BELOW STREET NAME BAN U1 m-1 cr� SAN l-OWAN O L ____ �. R2, SPEED LIMIT F S85'08'50"W I - 43.59' - 3 CONSTRUCT 4" P.C.C. SIDEWALK (IN=4') PER' CITY STD.DWG. NO. 103 r 10 INSTALL (R 1) SIGN, STOP SIGN ' G S78'03'26"W - I 42.51' - 3- W53, NOT A THROUGH STREET 8 8rA. I )O YrA. �`�'M.00 i; 90'00'00"' 27.00' 42.41' 27.00' 3A CONSTRUCT 4 P.C.C. -SIDEWALK (W=6') PER CITY STD.DWG. NO. 103 12 INSTALL W53 SIGN, NOT A THROUGH STREET 1-3 R26, NO PARKING SIGN , 4O CONSTRUCT HANDICAPPED ACCESS SINGLE RAMP PER CITY STD. 102 - - ;; � 15'QD'Q4" 112.00' 29.32' 14.75' 13 INSTALL R26 SIGN, NO PARKING • Approved By � � . DATE: J N75-12'43"W - 57.52; - CONSTRUCT CROSS GUTTER (1N=6 ) PER CITY STD. DWG. NO. 106-A pFESSIpNq CITY ENGINEER RCE NO. 24953 -- ' Q� 14 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 - - K N75'12'43 'E - 57,52 - O ��� �� R' VjN ��n DESIGNED BY: RE-COMMENDED: 6 ADJUST MANHOLE TO GRADE= _ - r L ,I cmc 210'00'0T" 36.00' 139.28 - 15 5.0' P.C.C. SIDEWALK TRAIL PER CITY STD. N0. 103 `�' �� LBE ;: A M 10'00'00" 102.00' 17.80' 8.92' O INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR w - .QLA �■ t r1 -- NO. C054703 � DRAWN BY. SHEET � � � � AND COORDINATED BY DEVELOPER 16 CONSTRUCT DRIVEWAY APPROACH (W=16 ) PER CITY STD. DWG. NO. 101 EXP, 12/31/05 937 SOUTH VIA LATA �� OF-6 N Q43519 101.00 8.09 4.05 c 17 CONSTRUCT DRIVEWAY APPROACH (W=12') PER CITY STD. DWG. NO. 101 SUITE 500 - 3'T CNIL `,P CHECKED BY: COLTON, CA 92324 DRAWING NO. qTF OF CAvW JCP PH. (909) 783-0101 FAX (909) 783-0108 PnojEC r siiEE'r NUJ. OI"-- ------------- __. __ _._. _ - _ I� BENCH MARK Lu 2" BRASS DISK IN CONCRETE HEADWALL EXISTING GROUND ac Ec Bc STAMPED "CITY OF RANCHO CUCAMONGA BM e =22.05' L=107.58' L=132.00' 10089 1987" AT SOUTHWEST CORNER EXI S TING GROUND � LEFT GUT f3 OF SUMMIT AVENUE AND EAST AVENUE i. / 1 LEFT CURB PARTIAL 6o.va' vc ELEVATION _ 1504.031 FT bi ELEVATION = 459.343 M \ 37.04' OC PVI ELEV 1504.19 3Z04' oc CURB 504.T9 CURB RETURN t tv Ja4 0/4 A/4 A/4 A/4 BASIS OF BEARING - NORTH _INE OF SECTION 27 / CURB RE TURN 41.44 OC rJ � N v rn A/4©/4A/4 A/4 CURB RETURN ' ci S, o U . 0/4 A/4 0/4 e/4 r NN o a ILuko - \ Wi 9 C4 O0 aY- N Va Lu _ ------_- - t, 1.1sx PROPOSED TUI' of LEFT CURB PROPOSED TOP OF LEFT CURB -1.53 L=135.39' t / w w c 1.03 �� ry EXIS TING GROUND g $ 18.62 \ C/L "' v Q 80.00' vC ^� �"3 PVI STA=1+65.00 o PVI ELEV-1502.23 > `� V)cc cq w N OFFSET CROWN \ � h + g ►7 \ � N 1505 CIL -� 0.9 �-� 3 f \ 1505 CIL .h.. y :� _ .� + _�± _ EXISTING GROUNU g 2 C� �,c � g 0 CSL �= F170C'USEU FlleIISH `� � --- 8 0 � �x� - -- EC +-=soo,rs' Bc L=132.00' w SURFACE 0 CIL -- • � --- 50.00, vc PARTIAL 60.00' vc' or u) 2X S URFA CE 0 CIL PW $TA=2+70.84 �„ Cj TAN. GR. PVI ELEV=f503.23 PVI ELEV 1504.19 ` F- 41.44' O.C. U EXISTING GROUND U 6) RIGHT CURB _ � � ' � � A 4 A Rn 4 A 4 � q �g to 00� g 1505 RT -� \ `. $ o g 1505 (2�" N cr 00 + to __ __- -- _ _ - g goo v � - - V 1 n g m w g . g c,; EXI511NG GROUND \ � T'ROT'05ED 70P -�-r_.� �: ~ � '✓ � ��1Ga�r c�ur�� OF RIGHT �~vl�B � � � 5�,� � � -' ! - PROPOSED TOT' OF RIGHT CURB PROFILE SCALES HORIZ.: 1 "=40' VERT. l --4' ` 13-1-00 1 -1-00 _ 2+00 3 f 00 4+00 `5-F 00 6-1-00 1�-00 1 -1-00 .2 1-00 V'.) (6 1 1 i 49 �6 48 �6 16 11�I 46 �. V) CN � PL � F L ro \ PL PL �-° SEE LEF�r a t BCR 3+31.22 7 � � 1 C 16 �`� P L �`� RO BINSONG 2+76.43 + 4+ 9.96 W) WA Y ECR 3 1 14 ad 016 44 C) 1 TYP. + "� 44 54.90 60.OU 1 48.C6' Q), BC rn 4 8CR/BC p L A t 16 4 r, " L=68.88, X 5+54.23 �t�.! - 7 --- 1+12.85 �� 1+42.97 P L I_ 16 ) l hm . L- 16 0 F 6S- 10 BC 16 P L T -- _ 0 ECR o 1y41 t� c� is L=73.68' 2+12.388, 14 20 3j 04.85 ck 3 037 ^ 6+05.38 i r cfl TYP. 33• �' 3+46.00 SAN THOMAS CT CIL. 6 J _. . 1C_ $ N _._ T n �;` x 1i 1+00.00 SAN THO►vfAS CT C/L INT. - _, Y EC � ., � - O L 04.27 N 8 WATER h BCR BC 6 �. �' �. 9.40' L= .20'� 3+00 �Fss 'p N89'44'09,'� +DO - ,,, - / o _ _" r�- 11' 63.47' - 6+43.87 ROBINSONG WAY C L o � 209.94' 03.21 ��.,.�5 p0 4 ; 04.45 8" SEWLm ri / 6 / c. TC CNS 'o� - F S t� 04.43 ,�� N PROP. CIL 2 FSI 03.17 �.. A 65 �1 ',,� `si c WA 7�R 03.74 rp TC 1 TC 3q \ O o (G pb ,"y _ 18 -----`-° 2�pp a28s 02.99 - - (j) i--� c `i .. 5 f rC 0 TC 2 p 001.48A 2. cr -- A ,r -- _ OFF E WER o 122.4 4 B'c�-'--�--•�--.- .: �.-..'``�•,-� ��.������ E 70 0,A,i ., 8 - .... _. S 8 � SE t� - +38.46 1T �, c O q0. �' ECR 8C . ..., . --� CROWN cp 13 7 1 �\ �, � 9� / O2 4+39.96 ��-- /` 04.QB • 1 C -81 1 ' � �� �� � �O l ATP � �--- 11 TYP. `\ o � �� a, U 8CR ti 4 ECR 8C °a. ^4 .� �.. � p M 1 � � � 114 �. 14 13 = �• LEGEND �� 6+83.22 1+50.34 0 ~" -'` 04.30 �� 2�s o TYP. p 14 - ? 03 F S y �p�) o V -� STREET NAME SIGN S9, o� _ 3 BCR N O ROBINSONO W� Y o �� P L s6\ o F R1, STOP SIGN oI�X C LE �Qsz �a JEc� L G T i 6 4s 8 '� 29 15 0 Y I-,-\6+43.87 ROBINSONG WAY_C L INT. Xo r, `sW. 7 2+40.47 �6. 3' o R2, SPEED LIMIT SAID TTIUMAS CT CIL o o 39 16 P L BC L 45.8 ti Lori- l NOT A THROUGH STREET006+72.18 �� �J 3+46.00 P L �13f) 6 NO PARKING SIGN 13 7 ��® W53, , �- A 16 ' iW",A _..___ V 1 CfGRAPHIC SCALE , 40 0 20 40 80 CITY DESCRIPTION OF REVISION DATE APPROVED CURVE/LINEDMA CURVE/LINE INE D � fir_ T OA GUY OF MN DELTA/BF_A,i�iNO RADIUS I E:NJDIIST. TA 'NT DE!_TAf0EMiiNQ R DIUS _ LEN.�Dih'r. TAMC N << A 89'31'23" 27.00' 42.19' 26.78' K 25 23'53"'j 300.00' - 132.98; 67.60' WNW RUCTION L. �`tr `Er !"n1/ B mmr PLAN 90'28'37" 27.00' 42.64' 27.23' L N62 22 50 E 100.16 - WN RUC ION NO E-3 �/ q r ' , „ 1333.96' , ' WAY BAN THOMAS do r C 56 32'5 8 300.00 296.09 161.36 M 05'48 54 � 135.39 67.75 � �l � a� "-` , „ ' ._ 73.5 1 CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAYMENT O INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND 1 318.00 D 3135'36" 322.00 177.55 91.10 N 13'15'20 _ _ 7 36.95 COORDINATED BY DEVELOPER ` ✓ Y eir . 2'�70' ° ar . ZP30.05 E 5632'57" 278.00' 274.38' 149.53' 0 12'37'51" 100.00� 22.05' 11.07' 1A CONSTRUCT 4" A.C. PAVEMENT OVER 4" A.B. PAYMENT � a� ' 0i'j" �j1r 11 `O rA 3',14400 F 78'35 39 27.00 37.04 22.10 P N43 21 34 W 107.58 2 CONSTRUCT 6 CURB & GUTTER PER C17Y STD. N0. 104 ADJUST WATER VALVE TO GRADE �r ' ' " � ' - O O9 INSTALL STREET NAME SIGN WITH STOP SIGN (30") BELOW STREET NAME � �� / , , ' - » , , Approved B DA7 E: G 87 56'4 7 27.00 41.44 26.05 Q 18°14 23 282.00 89.77 45.27 O CONSTRUCT 4" P.C.C. SIDEWALK (W=4') PER CITY STD. N0. 103 10 INSTALL (R1), STOP SIGN "-' °.. PP Y � Qp� � H 10'05 26 322.00 56.71 28.43 R 199'01'16" 38.00_ 132.00 226.82 �pFES& CITY ENGINEER �C6c, RCI_ NO. 24953 ; - - 3A CONSTRUCT 4 P.C.C. SIDEWALK (W=6) PER CITY STD. N0. 103 12 INSTALL W53 SIGN, NOT A THROUGH STREET .�Q - J N36'58'57"E - 12.85' - S N78'03'26"E - 18.62' - O 4� �� R' DESIGNED BY: RECOMMENDED: CONSTRUCT HANDICAPPED ACCESS SINGLE RAMP PER C17Y STD. N0. 102 13 INSTALL R26 SIGN, NO PARKING �� T�L JJEACloc-f C 14 STREET TREES SHALL BE INSTALLED PER THE NOTES AND ,�, r., 5 CONSTRUCT CROSS GUTTER PER (W=6') CITY STD. NO. 106-A � No, C054703 � DRAWN BY: O LEGEND ON SHEET 1 - EXP. 12/31/05 JSV 937 SOUTH VIA LATA 6 OF O6 ADJUST MANHOLE TO GRADE 15 5.0' P.C.C. SIDEWALK TRAIL PER CITY STD. NO. 103 _ SUITE 500 -- sI civik CHECKED BY: COLTON, CA 92324 DRAWING N0. 1 s CONSTRUCT DRIVEWAY APPROACH (W=16') PER CITY STD. qTF OF CAf JCP PH. (909) 783-0101 FAX 909 783-01 G8 Q ; _ DWG. NO. 101 � - ( ) PROJECT st EE'r NU. CF'