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HomeMy WebLinkAbout2082STREET IMPROVEMENT PLANS TRACT NO. 16776 =o Rr ar 12' CL 12 7.5' 18' 18' 7.5' 2 0 5 FS AT CL 0.20' 0 5 1 31 32 37 42 2 ----- -"' % -O BELOW TC -1.7� - - - -- 2 I 1. ..• 1 t( j 33 38 0.5' 6 4 4' 6 0.5' �' 43 (CURB TYPE A2- 8)STA:10 +00.00 TO 12 +00.00s 1 30 I TYPICAL SECTION - FORESTER PL. M I 34 39 NO SCALE 44 T.I. =6.0 R =62 IRE * CURB TRANSITION FROM 6" CF TO 8" CF I 29 = a 35 40 = STA 12 +00.00 TO STA 12 +53.20 I = I 45 R/W R/W 120' ~I 28 a 36 41 I 13' ( 40' 14' 26' SHEET 5 I 46 --} ( 0.5' g 7 5' 21'1 T CL 7 I GREE CANYON DR. - 1 EX 8" CF 2 2 5 TO 3.1 % (2 -4 %) 47 - Hfi -- - - -- VARIES 0.5' w 0.5' \� -- ��� 16 L� 1 1 26 25 24 23 22 al SHEET 5 © - 4 15 5 EXTEND FROM EXISTING 8" CF EP 1 27 I ° F50 - EXISTING SURFACE TYPICAL SECTION - BASE LINE ROAD 1 10 11 21 w STATION 23 +76 TO 25 +06 = NO SCALE I F I R W T.I. =9 R =62 I I / R/W N 1 9 11 12 20 120' 1 I 13' 40' 14' 26' 1 13 VARIES 0.5' TO 5' 1 8 19 1 5 ARIES 3' TO 7.5' 21'1 7' CL 71 14 6 2 -1.7 TO % 18 7 18 51 5 2 -4% 1 _ - -- I I 0.5 - _ - CV 15 16 �EP 6 w t7 w 52 4 2 22 16 COMPLETE PAVEMENT REMOVAL IN SOME I r m EXISTING SURFACE LOCATIONS, SEE PLAN AND SCHEDULE BELOW 1 16 3 53 TYPICAL SECTION - BASE LINE ROAD 5 STATION 28 +36 TO 30 +65 NO SCALE Nf- I N oPK �R T.I. =9 R =62 4 EP1y 700' t (213m) I 55 54 1 3 1 56 o �\ I 57 - - _ wO -------------------- W/ 58 - r -� w I 59 �.r- (n 2 _ - - - -- - - - - N Lo a- y�- 6 z `J wO i 5o R6N14VS GRIv(WA1 APPR0A(.H (WM5TiMT FOR •MF_ 5TCWMWMIk BA51AT) MV REPLACE INDEX MAP CURB P99 CITY 5TD• 104 • 5A . SCALE 1" =100' 'yt REMOkJe ,NTsRFsRINxo -rms 3E-A. ".� 52 A5-0111Li TM6 LOCATIAAI. TRE9 TO R MMA - EXISTING SURVEY MONUMENTAION 50 h DWG am -6Tt°I 6 R ® TkLLts#M ska T 2 4 EA I HEREBY CERTIFY THAT 1 HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORDS) THAT CONSTRUCTION NOTES FOR STREET TREES COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: THERE ARE NO KNOWN MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION. DATED ..j/ I,,, fc.if YL _/ R.C.E.A.S. NAME AND UCENSE NUMBER PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A QUAUFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR EACH MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A QUAUFIED R.C.E. OR LS. WITH THE COUNTY SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. 1 ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH STANDARD PLANS. OfESS/ 2 PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONIMIC SOILS REPORT SHALL BE 9 1HIE '9l FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES �S �Ilq�y1^� MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 3 ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. No. 25742 m Exp. 4 STREET TREES TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 12 -31 -07 � CIVIL ��!* STREET TREE TABLE STREET NAME BDTANICAL WYE COMMON NAME MINI GROW SPACE SPACING SITE QTY STREET IMPROVEMENTS FALLING OAK DR. & PASTURE CT. 4 STREET IMPROVEMENTS ACORN PL 5 STREET IMPROVEMENTS FORESTER PL MO ALEUCA LINARFOLIA FLAXLEAF PAPERBARK 5' 30' OC 15 GAL 28 Sol FALUNG OAK DR. PISTACIA CHINENSIS CHINESE PISTACHE 5' t OC 15 GAL 14 ACORN PL MELALEUCA UNARFOLIA FLAXLEAF PAPERBARK 5' 30' OC 15 GAL 35 GREEN CANYON DR. KOELREUTERIA PANKCULATA GOLDENRAIN TREE 5' 35' OC 15 GAL 15 PASTURE CT. TRISTANIOPSIS LAURINA WATER GUM 3' 20' OC 15 GAL 17 LIMA DR. CERCIS OCCIDENTAUS IWESTERN REDBUD 3' 20' OC 15 GAL 12 �ID1E�Pdt��T55�- s9,5MZarsrlau, -� za" Laox t 2' CL 12' 18' 7.5' , FS AT CL 0.03' 2 S 1 0.5 BELOW TC 5 1 0.5' I 0.5' 6 3 3 6 (CURB TYPE A2 -6) TYPICAL SECTION - FORESTER PL. *,FALLING OAK DR., ACORN PL., GREEN CANYON DR., PASTURE CT. & LIMA STREET VICINITY MAP N.T.S. NO SCALE T.I. =6.0 R =s2 GENERAL CONSTRUCTION NOTES * STATION 12 +53.20 TO 17 +52.08 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLUS. THE CRY DE RANCHO CUCAMONGA STANDARD PLANS AND SEE SECTION ABOVE FOR OTHER STATIONS THE STAB SPECIFICATIONS FAR PUBLIC WORKS 0OSTRUCIM, LATEST EDITION 2. ALL PIPELINES OR OF ANY KIND, TELIPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT DE WAY LIMITS OR IN ADJACENT AREAS WHERE IM PROVEIAEM WORK IS TO DE DONE SHALL BE THE REMOVED, REPLACED, RELOCA10 OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO 114E CITY DE RANCHO CUCAMONGA. R/W R/W 3. AMY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL L FAMILIARIZE IARIZE HRIISELF WITH THE SITE AND SHAT. DE SOLELY 120' RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILRI•S RESULTING MWCTLY OR IOIRECTLY FROM HIS OPERATONS, WHffTHOR OR NOT SIKXR FACILITIES ARE SHOWN ON THESE PLANS ( 13' VARIES FROM 40' TO 54' 14' 26' I � TO � OBTAINED O CITY , MANY � OF R � OR RIGHT TO 4--I SEE PLAN CL OF WAY OR STATE HIGHWAY. j 6 ARIES 3' TO 6.5' 21'± 7 7 I 5• ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR DIGIHEER PAVING STAKES SHALL BE SET AT ALL HIDE 1 5 I POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT DE SUB -GRADE UNATKNR AND AT HOT MORE THAN 50 FOOT 2 VAR 1.5% 18 (2 -4 %) INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OUR VERTICAL CURVE TO1.7% - - - - - -) 4EP AREAS. 0.5' _ - _ 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED 15 PRIOR TO PAVING. 16 7. COMPACTION TESTS OF OABANKMEIIT �, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL 6 4 - AT OF CUKA MO►GA. A WRITTEN ROADRT WITH THESE 0 2 15 16 COMPLETE PAVEMENT REMOVAL IN SOME SLAB SHELL DE SO D NEE CI OLEO RArAab LOCATIONS, SEE PLAN AND SCHEDULE BELOW TESTS SNAIL DE D TO 714E CITY ENGIEEii Fqt APPROVAL PRIOR TO THE PLACEMENT of BASE MATERIALS AHO /EXIT sINtFA(IG. EXISTING SURFACE 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL. BE SUBMITTED TO THE CITY EPGIEER. LISTING ALL TESTS TYPICAL SECTION - BASE LINE ROAD OR DETERMINATIONS COMPLETED TO VOWY STABM OIL CONTENT AM GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANN' PAVING, A MATERIALS REPORT SEAL DE SUBMITTED TO THE CITY EdRXNFER. LISTING ALL STATION 26 +20 TO 28 +36 TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R- VALUE, SEVE ANALYSIS AND SAND EOIN MENT OF AGGREGATE BASE. NO SCALE 10. PAVING SHALL. BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT TESTS TAKEN TO OEMIRMIIE STRUCTURAL T.I. =9 R =62 SECTIONS. SAM RESPONSIBILITY 11. WHEN MPROVEYENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OR A ROCKY MATERIAL THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SIN! -GRADE AND ALL VOIDS OR DEPRMID S CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBI TY FOR JOB SITE SHALL BE FILLED WITH A FINE GRADE MATERIAL DE QUALITY BETTER THAN THE NATIVE MATERIAL. CONDITIONS DURING THE COURSE OF CONSTRUCTION DE THIS PROJECT, INCLUD14G SAFETY OF ALL PERSONS 12. IF THE ASPHALT COKREM IS TO DE PLACED ON SUB-GRADE, A SOILS STORM M REGISTERED BY THE EPA FOR USE AND PROPERTY, THAT THE REQUIREMENTS SWILL APPLY CONTINUOUSLY AND NOT DE LIMITED TO NORMAL UNDER A.C. MO P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MNNIFACTURER'S RE(OMMAEHOED RATE FOR THE FULL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE PAVEMENT WITH PRIOR TO PAVING ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE 13. ESTIMATE OF ONIANTTIES IS PROVIDED BY THE ENGREER ONLY FOUR THE CONVENIENCE OF THE DEVELOPER, THE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL MAKE HIS OWN DETERMINAT MR OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BUY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SWILL. DE EXISTING UNDERGROUND STRUCTURES CONS AS INCLUDED IN THE OTHER ITEMS OF WOW, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTUTIES OR STRUCTURES SHOWN IN THESE PLANS 14. STREET S06 PER CITY OF RANCHED CUCAMONGA STANDARD NUMBER 401 SHALL BE CDNSflWM AT EACH ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OLNR KNOWLEDGE, THERE ARE NO INTERSECTION. EXISTING UNITES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL 15. CITY APPROVAL DE PLANS ODES NOT RELENT 714E DEVELOPER FROM RE�ONSIBILTY FOR THE CORRECTION OF ERROR PRECAUTIONARY MEASURES TO PROTEGE THE IJITLTES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT AND (OMISSION DISCOVERED DURING CONSTRUCTION • UPON REQUEST THE REQUITED PLAN REVISIONS SHMU, BE PROMPTLY SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PRO- SUBMITTED TO THE CITY ENGINEER FOR APPROVAL TECTON OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHALL CALL DIGN.ERT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING. 16. WORK SITE AND EXTERIOR STREETS SFWl DE IN A NEAT, CLEAN, HAZARD FREE ORDERLY STATE, 7FIZWKfOUT CODSTRUCTON. SITE SHALL BE CLEANED UPON REQUEST OF THE ILSPECTOR. PAVEMENT OVERLAY/ REMOVAL SCHEDULE t7 FACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. PROVIDED ARE THE FOLLOWING: NORTH SIDE SOUTH SIDE A GENERAL TELEPHONE 1 -800- 483 -3000 PAVEMENT SCHEDULE STATION TO STATION STATION TO STATION 15 COLD PLANE 0.12' AND PLACE VAR THICKNESS AC OVERLAY 0.12' MIN. 23 +75 TO 26 +50 27 +50 TO 29 +00 e. BERN CALEORNMA GAS COMPANY 1 -800- 427 -2200 RES. 2 16 REMOVE AC PAVEMENT & REPLACE 26 +50 TO 30 +00 ------------ 216 N. EUCLID AVENUE 1 -80D- 427 -200D COMM. ONTARIO CA PLACE VAR THICKNESS AC OVERLAY 0.12' MIN 30 +00 TO 30 +50 29 +00 TO 30 +50 91762 15 COLD PLANE 0.12' AND PLACE VAR THICKNESS AC OVERLAY 0.12' MIN. 30 +50 TO 31 +34 30 +50 TO 31 +34 C.000AMDNGA VALLEY WATER DISTRICT (909) 9IT7 -2591 W41 SAN BERNARDIO ROAD REMOVE PAVEMENT WITHIN AND ONE FOOT BEYOND NEW MEDIAN CURBS RANCHO CUCAMONGA CAAONGA CA 91730 ECHARtER COMMUNICATIONS 10808 FOOTHILL BLVD. /120 (909) 987 -6275 SPECIAL NOTE STUART RANCHO K" C` 91730 (s0`') X0772 (909) 343 -5165 THE EXISTING OVERHEAD UTUTIES AND ELECTRICAL., EXCEPT FOR THE 66W ELECTRICAL) ON THE PROJECT SIDE OF BASE LIE ROAD SHALL BE UNDERGROUNDED ALONG THE ENTIRE PROJECT FRONTAGE, EXTENDING TO THE FIRST POLE OFF STTE(EAST AND WEST) PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE OR OCCUPANCY, WHICHEVER OCCURS FIRST. ALL SERVICES CROSSING BASELINE ROAD SHAL BE UNDERGROUNDED AT THE SAME 11ME CONSTRUCTION NOTES AND ESTIMATED QUANTITIES CONSTRUCT 4" AC OVER 6"AB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 104,962 SF CONSTRUCT 6" AC OVER 6"AB ------ - - - - -- --- - - - - -- - - - - -- 49,580 SF CONSTRUCT CURB AND GUTTER TYPE A2 -6 PER CITY STD PLAN 104----- - - - - -- -5,320 LF� ✓) CONSTRUCT CURB AND GUTTER TYPE A2 -8 PER CITY STD PLAN 104 ------ - - - - -_ 1,022 LF - CONSTRUCT CURB TYPE Al -8 PER CITY STD PLAN 104 _------------ - - - - -_ 420 LF dl_ -1 2.. CONSTRUCT SIDEWALK PER CITY STD PLAN 103 - - - - - - - - - - - - - - - - - - - - - - 25,950 SF f �' ��� CONSTRUCT ACCESS RAMP PER CITY STD 102 --------------------- - - - -10 EA CONSTRUCT STREET NAME SIGN PER CITY STD PLAN 401 -A - - - - - - - - - - - - - - - - - - - 6 EA CONSTRUCT STOP SIGN PER CITY STD PLAN 401- B------ ------------ - - -- -5 EA CONSTRUCT DRIVE APPROACH PER CITY STD PLAN 101, TYPE R -1 ----------- - - - -59 EA CONSTRUCT 5800 LUMEN STREET LIGHT (PAID FOR & COORINATED BY DEVELOPER THRU CITY) X27 CONSTRUCT 9500 LUMEN STREET LIGHT (PAID FOR & COORINATED BY DEVELOPER THRU CITY) 6 EA ADJUST MANHOLE/ VAULT /UTILITY BOX TO GRADE ----------------- - - - - -- 19 EA ADJUST VALVE COVERS TO GRADE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 25 EA COLD PLANE PAVEMENT 0.12' AND PLACE VARIABLE THICKNESS AC OVERLAY (0.12' MIN)--5,300 SF REMOVE EXISTING PAVEMENT. SAWCUT 1' BEYOND PROPOSED MEDIAN CURB FACE (a) - -- 9,000 SF RELOCATE POWER POLE -------------------------------- - - - - -- 3 EA SAL CONSTRUCT CURB & GUTTER TYPE A2 -8 PER CITY STD PLAN 104 (B) - - - - - - - - - - - - 214 LF -- INSTALL SIGN AS SHOWN ----------------------------- - - - - -- 3 EA INSTALL STOP LEGEND PER CALTRANS STD A24- D_---------------- - - - - -_ 5 EA INSTALL TEMPORARY END OF STREET PAVING PER CITY STD 132--------- - - - - -- 1 EA QRgFESS /per PLACE VARIABLE THICKNESS AC OVERLAY (0.12' MIN)_ ------ - - - - -- 460 TONS 4o�SIHIEZ li STREET TREES TO BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 -- - - - - -- SEE TABLE N y CONSTRUCT AC BERM TYPE D1 -8 PER CITY STD PLAN 104 ----------- - - - - -- 95 LF C9 No. 25742 d *%E* c1 IN (a) PLACE 9" FULL DEPTH AC PAVEMENT BETWEEN SAWCUT LINE AND CURB FACE. 9 t CALAN (B) MODIFIED FOR 18" GUTTER WIDTH AND 1.5" GUTTER HIKE 1 TITLE SHEET 2 STREET IMPROVEMENTS FORESTER PL 3 STREET IMPROVEMENTS FALLING OAK DR. & PASTURE CT. 4 STREET IMPROVEMENTS ACORN PL 5 STREET IMPROVEMENTS GREEN CANYON DR. & LIMA DR. 6 STREET IMPROVEMENTS BASE UNE ROAD 7 SIGNING AND STRIPING PLAN BASE LINE ROAD M11L KILL Nn. I - rtrt� ,rr.T r, ,Err un 1 nr 91 ,401 W. 120' to SCALE 1"=40' k w_ _..�_.._. r 3' # SCkt uo 13 S:: c4lAv0 (- kA�+ H77 ° ,Z746 Tr C` 3' p• r• le T AMP ' 44E' rA10 E" dci^ N% It,0 (f�fL f �►+ L?T� A1,,fi1. 1 aS E P tr@ vS 111! VDTtC.o—�, I qcs� CT- WRO .._c(_,R� ACME ,,. 3 jv pVc.__ p4.PE WT Tz� ..rl ENCA dIXT 51A&I_ . NAVE 01-W, W95 CORE, T�W, LOCATIOA 5NArU, Ie A6 goTgp (^HENS op, 06 SKWA LiA Tip FR.E:CASt r- 4ZRp4i. @4� 9L*l - CURVE TABLE A R L T A 198'00'00' 38.00' 131.32' 239.92' B 18 000'00' 100.00' 31.42' 15.84' J# C 90'00'00' 27.00' 42.41' 27.00' D 15'12'25' 282.00' 74.85' 37.64' E 18'49'33' 1 300.00' 1 98.57' 49.73' F 18 °33'53' 1 318.00' 1 103.04' 51.97' G 92'27'21' 35.00` 56.48' 36.53' H 95'48'25' 35.00 58,53' 38.74' TR, 16776 APPROVED BY DATE / Q�ypFESS/A�� CITY ENGINEER r, RCE NO. 24953 DESIGN Jff T HIELMAN RECOMMEN No. 25742 m 1 EIINGINEERSN Exp, Q-� DRAWN GT 22t S GLI I Sf ORANGF, CA 928M SHEET J2-31- f 3 * (714) 744 -9700 FAX (714) 744 -9312 Z OF 7 CIVIL lFA�' Oql \FO`s CHECKED �lft� '' RCE NO. 25742 DRAWING NO. DATE 4 -3 -06 FILE NO. PROJECT SHEET NO. 2 OF 21 F Set S/-/ eR Pc. FORESTER PL ' e 7 FALLING OAK A r ®10" t3 ^ t4 `� 7 } zo L j V f Ik F m o ti4 StF SySTtR p o ry o` 2 59 ACORN IV Mq r SEE SHT / A/ s ERTS s'HALt Cis PQ /Y/4-TE"CY H/4 /A1T/41AI6P 18 r tt 14 +9857 18' le 4 SEE 15 +00 ,1 hm 16 10 14-146. 17 w -16 0, 14 51 /�N ,� o°' �'0 w 3 E 14 +56♦00 , EC �^��� 13 +97.02 ECR x / 1301.18 FL N 129.64 TC L ^ 14 +38.29 BC NN o 1301.20 TC 11 12 +74.11 13 +37.31 BCR 6 ^ 'W 300.70 FL 11 +54.11 1299.14 TC _ EC 1298.64 FL W 13 +95.99 EC 52 1300.15 TC 1299.65 FL 8.9 ID l' J _G T k 14 1 12 1 i N 715629 E 3 13 +37.31 i sQ, E BC - ! ° /`�`7X -% 53 _ 10 + `I`-'j 13 +68.60 1t ° O+' ^ : t0 ^iii s °o c� �ti n o, m c� �o 6r 10 + �� `Y 3 ^ �°^� °i NN - 3 in cD CONSTRUCTION NOTES �^ C4 N� 10 M NN CONSTRUCT C AC OVER 6"AB 58.( t 57 . -' 56 55 54 0 CONSTRUCT CURB AND GUTTER TYPE A2 -6 PER CITY STD PLAN 104 F OSJ'st F ✓cT�"!� Cf1 T�`iy t�/81i�v Ns #2T.s /3E Pid 1ds-rA=1 / E MA>N ri4iNEL� 6 CONSTRUCT SIDEWALK PER CITY STD PLAN 103 40' 60' 120' 160' 1" 2" 3" 4• SCALE 1 ° =40' GREEN CANYON DR. SEE SHT. 5 ,1 TV lytia W� } M 7 J ,. # 7 CONSTRUCT ACCESS RAMP PER CITY STD 102 FALLING OAK DR. 8 CONSTRUCT STREET NAME SIGN PER CITY STD PLAN 401 —A 7 w F 27.00' 9 CONSTRUCT STOP SIGN PER CITY STD PLAN 401 —B c ar O] F L O M 18 °10'03' 318.00' CONSTRUCT DRIVE APPROACH PER CITY STD PLAN 101, TYPE R -1 C4 11 m 1 �fli<kkT� FOR tkE `�!aagT�K dpi,1 AIsL° f?„� CONSTRUCT 5800 LUMEN STREET LIGHT 95.13' GREEN CANYON DR. SEE SHT. 5 5th ; tATriilr =� r 45.09' ADJUST MANHOLE TO GRADE Z � ` 3:.• + saY tit !i4�.iYlt "� b: To W45 T.N Ramo �1 ADJUST VALVE COVERS TO GRADE F pot C 13.11 1F 3" vlq op'i�' t.sA �); i" "r;= P� p6roft�- INSTALL STOP LEGEND PER CALTRANS STD A24 —D Of -- C"t' iN ., itY1Ed15ii�� Ie�C�t A Vi,T'At4g y �t � yep ,t�q " STREET TREES TO BE INSTALLED PER THE NOTES AND LEGEND ON SHEEP 1 59.70' 35.17' H �t _Sdt i �E " 4 67C rti 4 zr5 . GREEN CANYON DR. SEE SHT. 5 ,1 TV lytia W� } M 7 J ,. PASTURE CT. I o — _ on CURVE TABLE # R ® 14 I. A 7 w F 27.00' �c z c ar O] F L O M 18 °10'03' 318.00' 100,83' C4 11 m 0 300.00` 95.13' GREEN CANYON DR. SEE SHT. 5 PASTURE CT. I o — _ on CURVE TABLE # R L T A 90 °00'00" 27.00' 42,41' 27.00' B 18 °10'03' 318.00' 100,83' 50,84' C 18 °10'03' 300.00` 95.13' 47.97' D 18 °10'03' 282,00' 89.42' 45.09' E 10 000'00' 102.00 17.80' 8,92' F 96 °01'05' 58.00' 97.20' 64.44' G 76 °01'05' 45.00' 59.70' 35.17' H 76 °01'05' 27,00' 35,82' 21.10' I 90 °11'00' 27.00' 42.50' 27.09' J 89 °49100' 27.00' 42.33' 26.91' K 18 °28112' 112.00' 36.10' 18,21' L 10 °04'01' 112.00' 19.68' 9.86' jQj>1 208 °32'13' 1 38.00' 138.31' 1149,421 `/'tH IF\ V No. 25742 / Exp. 12--31--61� �civ1L R0It5FV VRV IE OFADg3 }F uT17s a4i�s � , ,• i f' DESCRIPTION RANCHO CUCAMONGA PLAN AND PROME FAWNG OAK DR, PASTURE CT, TR. 16776 ° APPROVED BY DATE°' CITY ENGINEER RCE NO. 24953 DESIGN JTT T HIELMANN REC= 5_ = ENGINEERS n o DRAWN GT 221 S GLASSEU SHEET (714) 744 -9700 FAx 7449 93612 3 nF 7 CHECKED RCE N0. 25742 DRAWING N0. TE 4 -3 -06 FILE N0. 2082 PROJECT SHEET NO. 3 OF 21