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Home My WebLink About1876 BENCHMARK STREET CONSTRUCTION NOTES QUANTITIES GENERAL NOTES. W BENCH MARK No. 150- ELEV. 1507.007 31,523 SFI j FD. CHIZ. IN MIDDLE OF CONC. CONST. 4" THICK AC PAVEMENT OVER 4" AG. BASE �MIN.� En HEADWALL AT S.W.C. OF SUMMIT AVE. & EAST AVE. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY CONST. 5" THICK AC PAVEMENT OVER 6" AG. BASE MIN. 78,623 SF OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS ---- --------- FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR CONST. 8- CURB 24 GUTTER "A2-8" PER CITY STD.NO.104 3,434 LF STFEET CONST. AC MOUNTABLE DIKE "TYPED PER CALTRANS STD. PLAN A87, SEE DET. HEREON 823 LF 0 SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE z CONST. LIMITED ACCESS CURB PER CITY STD.NO.105-C (LENGTH=25' W/ 4' TRANSITIONS) 1 EA TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. CONST. SIDEWALK 4" THICK, WIDTH PER PLAN, PER CITY STD.NO.103 10,300 SF 6 ttw" 6 EA 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER 7 CONST. DRIVEWAY APPROACH PER CITY STD.NO.101-A PER PLAN) I I �C�Q POLES, WATER METER 8 CONST. HA SUMMIT AVENUE S, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT NDICAPPED ACCESS RAMP PER CITY STD.NO.102 4 EA 13 1.2 11 10 9 8 W SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN CONST. CURBSIDE DRAIN OUTLET (MEDIUM CAPACITY) PER CITY STD.NO.107-B 2 EA r CONST. CURB OPENING CATH BASIN PER CITY STD.NO.300 "W", PER PLAN) 8 EA ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE (n REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO 10 PROJECT SffE CONST. LOCAL DEPRESSION PER CITY STD.NO.307 8 EA 0 COST TO THE CITY OF RANCHO CUCAMONGA. 12 Y_�r INSTALL STREET LIGHTS 5800 LUMEN H.P.S.V. BY S.C.E., PAID FOR AND COORDINATED 6 EA to 14 AVEN ANYAN ST. �SUMMIT 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE BY DEVELOPER THROUGH THE CITY TRAFFIC DIVISION z HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY 13 INSTALL STREET LIGHTS 9500 LUMEN H.P.S.V. BY S.C.E., PAID FOR AND COORDINATED 9 EA DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY BY DEVELOPER THROUGH THE CITY TRAFFIC DIVISION W W FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN 14 SAWCUT AND REMOVE EXISTING STREET IMPROVEMENTS, LIMITS AS SHOWN ON PLAN. 70,100 S.F. J 0 15 5 6 :D :D L-. Z z iztzl 4, F 1 LS W W r ON THESE PLANS. 15 INSTALL STREET TREE PER NOTES ON PLAN AND LEGEND ON SHEET 1 16 INSTALL "FALSE CURB COVER" AT EXISTING TELEPHONE MANHOLE PER DETAIL 3 EA 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ON SHEET 1 16 ANY ENCROACHMENT OR CONSTRUCTION A ENGINEERING DEPARTMENT PRIOR TO A -OF-WAY. ADJUST MANHOLE COVER TO GRADE 10 + TR, INIOn 12462 2 z WITHIN CITY 10 EA ------- OF RANCHO CUCAMONGA EASEMENT OR RIGHT 18 @ ADJUST GATE VALVE COVER TO GRADE I �3 6 EA A HIGHWAY 210 (UNDER CONSTRUCTION)- W 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. 19 RELOCATE EXISTING POWER POLE 17 PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT 20 RELOCATE EXISTING FIRE HYDRANT 1 EA 1 -1- _ -111 --) HIGHLAND AVENUE J POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE 1 EA 21 INSTALL STREET FIRE HYDRANT MARKER PER CITY STD.NO.134 -7 18 THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED 6 EA 22 CONST. A.C. DRIVE APPROACH PER SAN BERNARDINO CO. STD. 1280 (SEE SHEET 1) BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 24 23 1,930LF �2 3 19 INSTALL STREET LIGHT CONDUIT & PULL BOXES 0 IV14 T/V C- 6. ALL SEWER WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, 3 2q 11;__S�1_1 I-L 5 '1A19 t K/A/4 Y K3 19C, 0 V67P, 6 0 lv;'P"?C-7-E z3y� pY VICINITY MA 1 "25 0 PAVING. I --, /'o PRIOR T 20 0o MAINS, OR CROSSINGS SHALL BE CONSTRUCTED N.T.S. QUANTITIES 11_0 COMMUNITY TRAIL CONSTRUCTION NOTES 22 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, A 39 416 -GRADES SHALL BE PERFORMED 37 4-7 8,677 SF COMPACTING ORIGINAL GROUND AND ALL SUB 51 CONSTRUCT COMMUNITY TRAIL PER CITY STD. NO. 1002A W/4 0 AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH DECOMPOSED GRANITE 2 THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER 26 FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR 52 CONSTRUCT 6"x. 6" CONCRETE MOWSTRIP PER CITY STD.NO.534 1,447 LF 0 DIAMOND PLATE -9=0 46 53 INSTALL 2-RAIL PVC COMMUNITY TRAIL FENCE PER CITY STD.N0.1010 723 LF 36 SURFACING. 31 A 27 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED FOR C014STRUCTwo t4lblres ETED U50 k9 SEE SIAT 7 TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPL 35 TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT 42 32 ES PAVING. R=0.01V X�, Vor slWe M11 of 04 3 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL Rao"" 0 1 34 4, 44, 1 3 ERMINA- _N Level line 3 ENGINEER, LISTING ALL TESTS OR DET BE SUBMITTED TO THE CITY 28 29 30 TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND Jk ft*4, �% - EQUIVALENT OF AGGREGATE BASE. See Note A 2.17' . 3' LIVor T I R -f2-8'fd EXISTING MANHOLE COVER 10.PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION TYPE D FALSE CURB DETAIL OF THE STRUCTURAL SECTIONS. MOUNTABLE UW N.T.S. FALSE CURB NOTES: 1 1.WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING 1. TORSION HINGED COVER REQUIRED. ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR 1, A 2. ALL METAL PARTS MUST BE GALVANIZED. DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A I N D' E','Y\'f MAP 3. LID TO BE EQUIPPED WITH "DROP HANDLE". QUALITY BETTER THAN THE NATIVE MATERIAL. STREET TREE LEGEND IN.-GROWTH PP, N.T.S. R 4. MINIMUM 6" LEARANCE BEYONDMANHOLE. 12.1F THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS QUANTITY TREE SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING SPAUSTREET NAME PPOP. 5. FALSE CURB MUST BE EQUIPPED WITH A 3/8- STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. LOCKING BOLT ON EACH SIDE OF COVER. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED calypjus siderbxylon YISWT. 33' EXIST. 33' NSWT. RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 22 EACH 'Ruoses Red Ironbark 5 gallon 30' O.C. East Avenue ---------- ENGINEER ONLY FOR THE Indica I P-10 13.ESTIMATE OF QUANTITIES IS PROVIDED BY THE 28EACH Lavender Crape MydIe 24" box 20' 0.C. Banyan Street 12' 76' 12' 26'rnaximurn CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN 12 ranimum DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A pg I ESkff. 32' 44' 7P BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT 1 4f 7# --------- SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. P4,1111" "REFERENCE ONLY' 14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A TREES TO BE INSTALLED PER LMD PLANS. SEE PLANS AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. Existing PREPARED BY ARCHITERRA DESIGN GROUP FOR TRACT 0.0 .0 16116 LMD NO. 7, EAST AVENUE & BANYAN STREET. .04' _jj(�LFT. 45°Typical FT. LEVEL LINE 15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM MIN. OMISSION DISCOVERED -----------====a-- RESPONSIBILITY FOR THE CORRECTION OF ERROR AND -7ff E1djZ01:S:11 Surfacing_11-9 DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. "11 2 6 R/W PLAN CONSTRUCTION NOTES FOR STREET TREES: 6 3 23 I. 16.WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD 3 Varies 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 23 L es FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE EAST AVENUE REMOVE ALL EXIST. PAVING L 6.e & UPON REQUEST OF THE INSPECTOR. OR NUTRIENT DEFICIENCIES T Flowline Existing 9- FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIESSTA. 24+64.54 - STA. 26+66.16 rllmd� zz 17.NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. N.T.S. (9 . � zz Z7 E4 TO FILL PLACEMENT. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING' T.I.=8.0 R=65 R/W TION 18.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS DIVISION. R/W PROP. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. PROP. PRIOR TO EXCAVATION. PHONE NO. 1-800-227-2600 N S NOTES: PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING. R W W 33 EXIST. R/W NOTES: I.Driveway Approach Location Shall Be As Indicated In The S.B.County ---------- 53' A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 33' 38' - Transportation Department Road Planning S Design Manual And Per Standard NE 130. MR. JAMES FREI 33' 33' 5�_ 5 -101 12' 64' 12' 1 ---------------N. - 2.Surfacing Material Shall Be; FOR BASE LINE ROAD CONSTRUCTION 15' EXIST. R/W 3W EXIST. R/W 20' 1 ANDS E a.Type V Asphalt concrett'Grode AR-4000,1/2! Max.Med.,3'Thick. ESMT, b.in Areas Not Regulall Subjected To Snowplowing,Portland Cement B. GENERAL TELEPHONE COMPANY (800) 483-3000 1 CO MUNITY TRAIL 3* 4v 7t 32' -------- 32' 7P- Concrete Class'B',4' Thick May Be used. ___i 7OV� __* - c. Unpaved,If The Roadway Is Unpaved. FOR UNDERGROUND SERVICE 18' 18* 5P 12' 0.5' 3.FIDWIine Grade Shall Be Maintained. REMOVE ALL EXIST. PAVING 53 MIN. 4.Where Existing Berm Is Removed, The Approach Shall Be Constructed C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 RE SIDEWALK To An Elevation Equal In Height To Control ro noge. 1981 W. LUGONIA AVENUE PER CITY 14.20' 4" FT. REDLANDS, CA. 92373 4* FT. L -JINE as U4 4* FT. LINE -2591 LEVEL D. CUCAMONGA COUNTY WATER DISTRICT (909) 987 ?q 2 9641 SAN BERNARDINO ROAD 52 RANCHO CUCAMONGA, CA. 91730 3 2 23 -DEPT ESIDENTIAL f r, N 3 6 SAN BERNARDINO COUNTY TRANS R DRIVEWAY 3 01 OCT.4,1993 TAX E. METROPOLITAN WATER DISTRICT (909) 593-7474 3 EMOV LL EXIST. PAVINGA KEN A. MILLER APPROACH 128a -SEE Director of Transportation WITHOUT CURB 700 N. MORENO AVENUE BANYAN STREET 2314 LAVERNE, CA. 91730 STA. 18+60.00 STA. 20+34.12' EAST AVENUE (800) 655-4555 N.T.S. STA. 21+67.30 - STA. 24+00.24 F. SOUTHERN CALIFORNIA EDISON COMPANY T.I.=6.0 R=65 N.T.S. 7951 REDWOOD AVENUE T.I.=8.0 R=65 Apor--p Sm-WAYprwr5 5TEET1;5 MP COV,'5 iF N . SIM OF IW*J -7-'24-08 FONTANA, CA. 92336 ES R PROP. (714) 999-5639 R op. FIVRE 3 ADt3 P IVCR'rll SiDr 15'Ac. VVAI-A VVq-y S-rA ZZ 4-c'c_> Ti�;'SZ4 2-51-S'q'N G. PACIFIC TELEPHONE COMPANY Mitg vine t>Rw% K <3qM"Eff 7F-D 0,5.. (Mo.S. 5 A N�A 0 6116/,0 3 A9 ,Amp ti4 5 M 36' 41' 19.THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT FUTURE R/W PRO U.1 -00 LATERALS WITHIN 33�OSED R/W 80 W 33' VIST. 4 SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY FUTURE RLW 33' XT. 33' LL(22!A_)V0 - THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS PER CITY FUT EXIST. R/W EXIST. R/W -6 2n/31 1 ST PLAN CHECK INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE 15' & 101 12' 12' TY TRAIL 3 21' 12 DESCRIPTION of REVISION DATE APPROVED PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE 4 10.5' 21' 5�Ot IMUNI SATISFACTION OF THE CITY ENGINEER. ESMT. OF C_ 0.50' REMOVE ALL EXIST. PAVING 4# 7*--- 32' 32' is 4% A 20.ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, 20 0% THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS 'UTURE SIDEWALK 1453 L; Mm U N U 110" PER CITY 18' 'ITY of RANK';' "U's"A A 1�11 SHALL BE LOCATED BEHIND THE SIDEWALK. 1 4$0 FT. I LEVEL 1/,7-0.20' "1!E I 4e! -:121 .0, PRIVATE ENGINEERS NOTICE TO CONTRACTORS 52 --- EL LINE 1.7% M 51 OFF-SITE TRACT 16116 52 -o� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 3 -1 e OF AVAILABLE RECORDS; Vl,%l Vl 7-14,q 7-4 P e7 A I 339caq D��c SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH 3 2- C1 AVE". ANID" 'ANYAN Sm TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT Z2� 6 REMOVE ENT e_y Iff"111 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE 3 E ALL EXIST. PAVEMENT A?E_V151C11V!S OA/' US I S T I'Mr R Rw&0 V wE%1 MA r E- I PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESEIsNEBANYAN STREET 1 _ FUTURE IMPROVEMENTS J DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON 97 g!) STA. 21+54.12 STA.25+84.12 23 N.T.S. Z-1 VIC SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT T.I.=6.0 R=65 DATE: SHOWN ON THESE DRAWINGS. EAST AVENUE APPROVED BY: 211n)/,w_3 cc EXISTING SURVEY MONUMENTATION STA. 13+58.69 - STA. 21+67.30 RCE: 953 COMPLETE RESPONS- Underground Service Alert I ('u i�_ �?Q A CITY ENGINEER VA - ;ly / 7_ THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPL 49320 4 IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION R1 I N,-)MAS EV. I I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD RO 9-30. zo R ENDED OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT CALL T.I.=8.0 R=65 DESIGN 7 MADOLE & ASSOCIATES, INC. 4qZ THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY -24-oe , K, EF CONSULTING CIVIL ENGINEERS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: TOLL FREE U 7z-. (U- 11T FCf_ -+9:5�ZO RATE CML No. 62183 W(n 1r;i AND LAND PLANNERS No. 4756 DRAWN 10601 CHURCH STREET, SUITE 107 SHEET AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, Exp: 9-30-05 RANCHO(gCoUgCAMONGA, CA 91730 -30-2003 1 -800 INCREASE SIDEWALK WIDTH TO F0 IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT Exp. 9 5f V_ lum-51ONs OOLY 948-1311 E FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE 227-2600 WHEN ADJACENT TO L.M.D. WALL C%/V�\, DJ If of ENGINEER. CAOy'J CHECKED RCE Na 62183 DRAWING NO. D DIMENSIONS AND SHALL REPORT DATED: TWO WORKING DAYS BEFORE YOU DIG CONTRACTOR SHALL VERIFY*ALL CONDITIONS AN 19 WM. ROARO A SO R.L.S. NO. 4756 EF DATE 2 ,1-�.03 FILE Na lb ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. W 0 Z SUMMIT T am r L �A�VE LU E ITY MA PROJECT SHEET N'rO._J___OF____ JA652-1349\Street\0F1FStO1.dwg, 02/27/2003 02:24:06 PM, rk tlr I -7 T BENCHMARK ob BENCH MARK No. 150- ELEV. 1507.007 lie, p IN MIDDLE OF CONC. co FD. CHIZ.tc) %*. I P-4-S----RFR-- HEADWALL AT S.W.C. OF SUMMIT AVE. & EAST AVE. m -------- ........L CURB )WG. 0_r_T,,_G' R- 1D.00 F- - I- 9 IILO -----------_/4 7 m.......... C16 zv, r4) .......V— -O07 T'L u�?U C F -00 N'L URB b m L0 00 0 .9 U')77.7-,77+� ------ ST L I AD'O LO ------U.7�7,.......... LO 0 JL O0 + LQ Lo...........IE, r U 4 0 Uj LO(2. OA) C (D C) J;ro D--'T 'P Lo t 0........... ........ 2%0)0 01 X� 0 L0 n 00 Lo Wo ........ U) 0, 00 C4 LO C14 L C1q NOT Co GIVE .6-po ........... .... ------'O STRU TI N, L LIT 4 29 + 00 1 26+00 27 +00 28+00 24+ 00 25+ 00 Lm 21 + 00 22+C .3+00 17 +00 o 18+ 00 10 I ........... �uj IUj Z: 32 3.......... 'AL /CL 160 I ............. LLJ 40 80 C14 V S U) U_IICD Z:A LO m/V Icr_In7, cm Iim<A "m 0:� C)T Lo'L0 W C)II C f 57 o6 '40 C14 ........... < C-) q C14,X T7 C�j ILO+KC-4 w LO +C,4 0 EL 00*�T +c%4 Lr) ob,t t��,) L J T?I---: -il (5, ", t b , L7r CY) IZ4 V4-1......... __j L i LkW (7C-j:j F-5 0 EXIST. R/ I U_ 19q7 w........ T W'.�7. ........ IL EXIST. CURB W w+f A80;5O'13,"W N II2 LAI 1.'7777-77777 -7 IT --------7— F p w ei7 0 I ... .......EXI R,/,-W T,16 Y 17, T T 'EXIST. WEIR BOX"_j I7 1AJ....... _CU F U E'93.47' 107. 8 20.64' :z__j U_"I SECTIO ...6T CL T5..........._11111111 S SEE TYR SECTION SEFI�P. SECTION r m m LAJ 0-NO HT. 2 OF 7,�� ' 'I" ",,, I , I I . 10- iM7� (.n - C,4 -EXIS`T,,,.' MPRO ENTS,,',-,'PE N S +Co V m C LL_ LJ . ......LLJ m ......... (6 J o6 LO LO IIC14+ C-4 .4->< c> +CN +LO 00 mr 00 04 r -p� C CN C> rc,V)6 EXI ', W CL C14 Lo 57< co C5 u? C:>ct++LJ F_ C>m + z C:) U')C:> LO I ...... C,tr� I A.CNJ pp 3 0 C'� .......<L0 Uj 4 ft- CD LO LO ...........Uj ............... W CD tn t f 5< 10 to H V7' AMP 9DMAK DRVJY5 5TKIFa IpFE5 A-OP CWZY COM �0. 51DE O� t3AOrAO 7-*24-0.9 7-�V-AD-VAU IVORHS I OS 5AC ,WALK 5TA.,224-00 W FU rURFE RRW KS fk,51- OOL jqWC4W 0,6,0*-,9W&�'8149 Y M6 C T rYl--,-r �ECoe�=, �7,w &41W,4AI 6Q11V6r 1\10,r6 7V .V000 4MV,W I-9 0 E' ET 0 BANYA 'N e��) T r�\STREET CONSTRUCTION NOTES Lw DATE DESCRIPTION of REVISION (D—CONST. 4" THICK AC PAVEMENT OVER 4" AG. BASE (MIN.)2 CONST. 5" THICK AC PAVEMENT OVER 6" AG. BASE (MIN.) LF.q L; ON A N U ONE 'I J0%A L 'Oft I 1Y of m" A ` A " U Co'; 'As MA U CONST. 8" CURB/24" GUTTER "A2-8" PER CITY STD.NO.104 COMMUNITY TRAIL CON 4 ONST. AC MOUNTABLE DIKE "TYPE D" PER CALTRANS STD. PLAN A87, SEE DET. HEREON-C (LENGTH=25' W/ 4' TRANSITIONS) 51 CONSTRUCT COMMUNITY TRAIL PER CITY STD. NO. 10 T-n< 40320 ��CONST. LIMITED ACCESS CURB PER CITY STD.NO.105 6 CONST. SIDEWALK 4" THICK, WIDTH PER PLAN, PER CITY STD.NO.103 DECOMPOSED GRANITE S EC-r/OA/ P Iq Exp.9-30-V) D.NO.101-A ("W 52 CONSTRUCT 6"x 6" CONCRETE MOWSTRIP PER CITY STD.NO.534 7-24- 08 7 C CH PER CITY ST I U1Zr Zz.. VITT RCE 49320 12ATF-0 CONST. HANDICAPPED ACCESS RAMP PER CITY STD.NO.102 - OFF—SITE TRACT 16116 ��INSTALL 2- RAIL PVC COMMUNITY TRAIL FENCE PER CITY STD.NO.1010 �IVVL CURVE TABLE IN OUTLET (MEDIUM CAPACITY) PER CITY STD.NO.107-B C RADIUS LENGTH TANGENT 10 CONST. CURB OPENING CATH BASIN PER CITY STD.NO.300 ("W , PER PLAN) CURVE DELTA r01Z Z4�- REVISIONS 0W1Y(C-1) 90,00,00" 35.00 54.98 35.00 Qy—CONST. LOCAL DEPRESSION PER CITY STD.NO.307 35.00 54.94 34.96 89*56'00" E T I M I%4"'0"A'Vp h HE N m S 12 INSTALL STREET LIGHTS 5800 LUMEN H.P.S.V. BY S.C.E., PAID FOR AND COORDINATED 27.00 42.44 1 27.03 BY DEVELOPER THROUGH THE CITY TRAFFIC DIVISION 90'03'35(i�__INSTALL STREET LIGHTS 9500 LUMEN H.P.S.V. BY S.C.E., PAID FOR AND COORDINATED !U4 90*00'07:___i_ 54.98 35.00 FOA3 A3 96V 1 1 5/4 1 I/1/51 BY DEVELOPER THROUGH THE CITY TRAFFIC DIVISION Y: D AT E 110 cc 1110, 1W I i '�' CITY ENGINEER ._7�_4953 SAWCUT A STREET IMPROVEMENTS, LIMITS AS SHOWN ON PLAN. RCE: Q.t `ESS/A- 15 INSTALL STREET TREE PER NOTES ON PLAN AND LEGEND ON SHEET 1 -d'WMAS AN&�� - -_ - - R)5��E I DESIGN Underground Service Alert .11 INSTALL "FALSE CURB COVER" AT EXISTING TELE DETAIL IN MADOLE ASSOCIATES, INC. NDED ON SHEET 1 CIO RAM CONSULTING CIVIL ENGINEERS CALL ADJUST MANHOLE CO m L,4 No. 62183 V) m 18 ADJUST GATE VALVE COVER TO GRADE Exp: 9-30-05 DRAWN ET, SUITE 107 SHEET I I_e5 RANCHO Q�)—RELOCATE EXISTING POWER POLE I I'm: (909) 948-1311 C 11L ss 2 _OF 6 1 -800 20 FIRE HYDRANT c/V\\, r]��INSTALL STREET FIRE HYDRANT MARKER PER CITY STD.NO.134 0 CA\-- RCE No 62183 F CNV DRAWING NO. rl cop,i� Con em cm STP. EL VIAI -r6#45,AT DIP_rc INSTALL STREET LIGHT CONDUIT & PULL BOXES /I/ RAM 7& rz REMOVAL o IF 5, Nc w Nm w N"'I DATE FILE No C U . .. ....... L_1__LRb T 0 WORKING DAYS BEFORE YOU DIG 29 1y1Q-r111,5) cu,a5r3 /qC;>jpCC-/\/T It4STXLL PRII401E C106T totj Sy STEtA ._jQ!ft. —OF---- P9,10t TD %ALDIMCt OC_0A(>WC\1 JA652-1349\Street\0FFst02.dwa.02/11/2003 01:47:35 PM.S ---------------- ------ L=303.40 O.C. L/4 50 VC BENCHMARK L=-54.94' > PI=1510.49 0 c"(14 48.93 VC A 1 mo .t 1- . �N _. BENCH MARK No. 150- ELEV. 1507.007 .. ;. , P ORT.15 50.74 C + o , � . P1=1489.16 rn : , 4 , om O 91`� _ ® IN MIDDLE OF CONC. # HEADWALL AT S.W.C. OF SUMMIT AVE. & EAST AVE. t O.C. _ ,� o L/4 L/4 L/ J 1 ►+ 00 26 3 00 m m L=:'54,97' 3 OV U X00 / A ow � W 4 / tfQ) _ U � W © � W co F,O 0 J/W 01 in t � 17 7 °J r - - N' - . - -. 0 i , _ O O / N N , r r / , : 177 , .. [�j�•�/ _ o' IMPROVEMENTS PER 4$4+4 T 2 t to p (00 O °' XYST. DE '79 o rn N 0 W N + � VC - r r _._i . . - - -, ..-. .- .. -._ ., -. _- -i - O N c0 �- + ' o o + N P 1510510.53 _ - - I�+ ® W'LY. E r O - . _ , ° _ _. -- . . .- _ -- po . _ .__ . _ . : . fl : W ^ N N rn i P 507 77 r " / I=1 o � In N '" TAN L/-a.02% O q . m / co _ 40 ._ . _..: ._ . rn` q O p 0p / �1d0 VC Z m p /� _ O _ -.r -1505 v � � Oo °Q PI .78 / o ao ao / rn - - - / N J J , , CQ' 40 (fl 0c m .- / 50a V� cS ►' U 'n 00 .- © + m X2.8 00 6 - cu Ln cit s - - J : Z -; + - , -- + / m O N © + 81°x° r i ao t* / PI=1489.20 0 / W 0 r m l�1 O 'n 6 + - -- -- - 11 � m r N , rq Iq r �_ 3 O r` U M M / / M tt n r i✓ IIl _ , + , N ` p In PROPfD `P�?P O N rn N + „� r .� 3.28 ° + ,� - - oo _- - g - _. ; + ...__ + - TAN ATE : ab OF I�1 LY CURB b00 o cQ2p to N c0 rN to N `n _ _ + c6 Ca >R 0p + [L d. + AN RATE o a0 , -1 - In � N m � , N t ; - . 0 _ ATE � TAN R _. U -a OD O , , - - - fi ROPOStD FS C� -, N � ; O C �iRA� r,+ - • PI-15 Flo t T. 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CIII�B ry r rr - ► p rn / L=33, 91 L p / 00 O o0 / + c+D 00 CO O.C. / ` 0C . ca N / tn � + r N : 14 Q N 3.02a,; • �a � � � / TAN TE : _ • J to ©,., /> I�r LO ro '� .r S N .. cn .: 00 ao ao - , + r0% PROFILE - y i Awl HORTZ la 4b' ._. _ VERT 1 4 : , : 1 19 + 00 20-I�' 21 + 00 22 + 00 23 + 0 PLAN 1-= 4o' 4+ 00 25 + 00 26 + 00 27 + 00 28 + 00 29 + 00 / / CURVE TABLE SCALE I N FEET CURVE DELTA RADIUS LENGTH TANGENT BANYAN STREET C1 12'06'25" 1500.00 316.96 159.07 0 40 80 120 160 C2 12'06'39" 1500.00 317.06 159.12 ++ 4. 7 34.99 BLUE GUM DRIVE _ _ __ _ scALE: � - H E ET 2 C3 89'59'30" 35.00 5 9 E ON-SITE ANS - 4o SEE S C4 g2.15'S8" 35.00 56.36 36.41 I f ��7 �f ( m I C5 9'50'57" 1468.00 252.35 126.49 i I w U•.-1 W U 0K) I I I 0 Cr U L i C6 12.06'25" 1532.00 323.72 162.47 U p i co F-� ~ �-N `21 h' 2 U� U C7 12'06'39" 1532.00 323.83 162.52 g (o / N 13 t1 13 corn O � 00 m h II C8 3'38'02" 1468.00 93.11 46.57 ao z 0) L-2 .34' (\j r7 c0 °� pUp woo p .4-r, m > C9 22'58'24" 84.57 33.91 17.19 oo Ki ca Irl ' rn N p- i 10 � o m ca N OO ca O / r '� O ao m , C10 20'31'03" 84.57 30.28 15.31 ,.� _ m $ +mm +� v i�r,_ In t\ mo mo o N PROP. IAAPROVEMENTS PER C11 6'01'15" 1456.00 153.00 76.57 J , � 80 � `�. 9 13 Ui N L T - a + co c0 + mcn + II DWG. NO. 1844 SHT. 2 Co rl , n, 9 W m N i O » ��, y - - - - - - _ " F I� m 3 C12 90'00'07" 35.00 54.98 35.00 Z 40 40 t\ L o U�r 7 = N p + �] " r - - - - - - , I \� I \ N N C13 90'03'35" 27.00 42.44 27.03 0 U O 10 M / J LL'ZLt-, OOri I v �� 2 2 28' 1 `n 1 06 � moo -' ti _ + Nr� - - - - - - - - - - - - - -- - - - - - - - - - �9'�so�'� - - 35U0- A- 4zJ6 Lr. W U m U > a + N N ` - - 00 t.► ��/ �� ` r' C 15 90'00'00" 35.00 54.98 35.00 m rn - O - - --- -- - p Q Z E- } w� .��c� N� �� o N � .- - -" �L�-Lt,.,� - ------- g �•/ /- - - PROP. 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RAW X r� p o �,,7� / I - - - n w - - W' - w _ _ U ✓I - _ - _ -t:..h -- - - - ! - _ - J- N -- - _ =�+'� , m IGATIO o o W ' 12') 2j J O ti I W I N m - + o EXIST 10" VCP (IR N) 0 ern 21' h 8�1 15' \ = m r 00 n lO II 3 N N V- I g + In177 cn 1 X>> c� + � ^ o II rn "o I N �� 3' 331 �� ri J Ol N N 13 I 8� r- I v7 ,� o I cV U U_ m I 1 c/ eFgS,7 � I NH � m rn 7 I m I q �0 LL_ ' v' _ It ,3 1 to c0 o� I I ` Nrgti VFN� { �G G + ± U 7 I I N O I U I 14'I ST,Q�,c� 1ST PLAN CHECK - 4i I NF- Nom: I I N O0 IWd �/ (b co 0 � � EAST A ENU E - I �'� ��`'� mgr DESCRIPTION of REVISION DATE APPROVED m '��1 CITY of RANCHO CUCAMONGA a r I U 28+75 I I 3 , -' 1 II END AC I J vai w 11 ; ` I TRANSITION x r - _ - - - - - - - - - - - - - - - - - - I 1� OFF-SITE TRACT 16116 I EXIST. E.P. 16 1 ` EAST AVENUE STREET CONSTRUCTION NOTES H.P.S.V. BY S.C.E. PAID FOR AND COORDINATED STREET IMPROVEMENTS 13 INSTALL STREET LIGHTS 9500 LUMEN , 1�- CONST. 4" THICK AC PAVEMENT OVER 4" AG. BASE (MIN.) BY DEVELOPER THROUGH THE CITY TRAFFIC DIVISION O 14 SAWCUT AND REMOVE EXISTING STREET IMPROVEMENTS, LIMITS AS SHOWN ON PLAN. 2 CONST. 5" THICK AC PAVEMENT OVER 6" AG. BASE (MIN. 1 O--CONST. 8" CURB/24" GUTTER "A2-8" PER CITY STD.NO.104 15 INSTALL STREET TREE PER NOTES ON PLAN AND LEGEND ON SHEET 1 APPROVED BY: DATE: 4 CONST. AC MOUNTABLE DIKE "TYPE D" PER CALTRANS STD. PLAN A87, SEE,DET. HEREON 16 INSTALL "FALSE CURB COVER" AT EXISTING TELEPHONE MANHOLE PER DETAIL QE CITY ENGINEER i /,c<{' RCE: 24953 Underground Service A I e rt �-CONST. LIMITED ACCESS CURB PER CITY STD.NO.105-C (LENGTH=25 W/ 4 TRANSITIONS) ON SHEET 1 PLAN, PER CITY STD.NO.103 17 ADJUST MANHOLE COVER TO GRADE �v``�o�N S Fti�, DESIGN MADOLE 8c ASSOCIATES, INC. RE MENDED CALL 6 CONST. SIDEWALK 4 THICK, WIDTH PER LA , E 7 CONST. DRIVEWAY APPROACH PER CITY STD.NO.101-A ("W", PER PLAN) 18 ADJUST GATE VALVE COVER TO GRADE RAM CONSULTING CIVIL ENGINEERS TOLL FREE 8 CONST. HANDICAPPED ACCESS RAMP PER CITY STD.NO.102 19 RELOCATE EXISTING POWER POLE No. 62183 AND LAND PLANNERS 10601 CHURCH STREET, SUITE 107 1 -$00 9a--CONST. CURBSIDE DRAIN OUTLET (MEDIUM CAPACITY) PER CITY STD.NO.107-B (,,,@ 20 RELOCATE EXISTING FIRE HYDRANT Exp: 9-30-05 DRAWN RANCHO CUCAMONGA, 11 91730 SHEET �1 10 CONST. CURB OPENING CATH BASIN PER CITY STD.NO.300 ("W", PER PLAN) 21 INSTALL STREET FIRE HYDRANT MARKER PER CITY STD.NO.134 SS (909) 948-1311 3 6 227-2600 11 CONST. LOCAL DEPRESSION PER CITY STD.NO.307 NO V, Q 22 CONST. A.C. DRIVE APPROACH PER SAN BERNARDINO CO. STD. 128a (SEE SHEET 1) ��TF�c L�CIV ��\ CHECKED RCE No 62183 rRAWING NO. � 12 INSTALL STREET LIGHTS 5800 LUMEN H.P.S.V. BY S.C.E., PAID FOR AND COORDINATED 23 INSTALL STREET LIGHT CONDUIT & PULL BOXES TWO WORKING DAYS BEFORE YOU DIG BY DEVELOPER THROUGH THE CITY TRAFFIC DMSION 76 �'M DATE Z'�'�''� 3 FILE No PROJECT SHEET N0._3___OF J:\652-1349\Street\OFFstO3.dwg, 02/27/2003 02:23:43 PM, rk BENCHMARK EXI T. W LY CURB do GUTTER No. 150- ELEV. 1507.007 BENCH MARK a O °� w :3 - _. _ _ . a ® " IN MIDDLE OF CONC. 1 _ , -_ EAST AVE : �� .�. o � m : o HEADWALL AT S.W.C. OF SUMMIT AVE. do ; !0 o of an O 1 _. , .__L } - -.1 1- ----♦ --__,.. - :. ..._:. , ._..-- - --1 .. + - ..--i -: . 1 - > . ♦ CO X C7 f0 V ./� ..;_ ',.li`$1...-.q _ : A� .� , LO (p LIJ N In - +a Nr- N / 00 ,n Zo00O AD 49XITRADS +. o� O 6 -14- -- - CURB o O ✓ P Q CL 1 : L _..q - -.. y ..-.,.. "...� .: .._-♦ .. ,. ♦ a ♦. 1.J ., • , • .... .♦ ._ • ... .. s -.-... . _.- a ._a , , < <. � _. l , , , : (ID N / o O C> O I M ' O � o /�> FU URE ' FS 0 CCL J, ✓� j , o 55 EXIST. T6P ^ F 'LY. UR� : : rn OF W LY. o o ��- <r - , -- - - - tr)r o N 6 / (t� I O : _ oo i : 6A pp , ✓ �7 tai C 7 : / EXIST. CL GR E O O O FUTURE TOP m �' / -OF W LY. CURS o . In In 0 / - + FUTURE TtiF j✓ - -ool 00 OF ELY CURB - 10 7 ri /,� � J- /'' +/. FtJT�JR'E TOP o A OF E'L fl �% / / 0 4 Ci Cp 4T O /� / : o two O 11 y/ 000 ✓/ / ///� 1111"" �, / : 1 / i : ! y --. -- --- --- -- -' - -- _. _. -- -.._ - _ 3 - - - -; +_ }_ _ : ♦ LO y / o / ✓ / (PO / / i �, / O o O / / * �r� �„/ + O / �, 1 . . t I& ELY. 'EP ¢ / / ✓ O d / to /✓ / . . r , , , i 75 TCF VtR1 + i woo �� I n r - _ P OR TO CONSTRUCTION { — } --a 1 a a _: _ . _ _ - . .__; _. ,_ -, __� :_ _-_ : , __: ., • - P .--. --.fid/ y-sk - /�� 0 i I - ow / i PROFILE , oo I 4 4 + HORIZ 1•� �. 0 �� / VERT 1"= 4' 11455 9 10 + 00 11 + 00 12 + 00 13 + 00 PLAN 1"= 40 4+ 00 15 + 00 16 + 00 17 + 00 18 + 00 SCALE IN FEET 0 40 80 120 160 I Pm 4FSCALE:.:�=�4C� STREET CONSTRUCTION NOTES __CONST. 4" THICK AC PAVEMENT OVER 4" AG. BASE (MIN. (,I /� 2 CONST. 5" THICK AC"PAVEMENT OVER 6" AG. BASE (MIN. J 3 Y CONST. 8 CURB/24 GUTTER A2-8 PER CITY STD.NO.104 z > I // 1 w 7 m g I I I I I // " 1a 4 CONST. AC MOUNTABLE DIKE "TYPE D" PER CALTRANS STD. PLAN A87, SEE,DET. HEREON r` 00 C) 1 m� CONST. LIMITED ACCESS CURB PER CITY STD.N0.105-C (LENGTH=25 W/ 4 TRANSITIONS) ± -3 13 I III I / / CP O 6 CONST. SIDEWALK 4" THICK, WIDTH PER PLAN, PER CITY STD.NO.103 NL1wo N rnv 10 L� — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - � - - - - In 7�CONST. DRIVEWAY APPROACH PER CITY STD.NO.101-A ("W", PER PLAN) + Uj ►') v cow I� / - - - - - - - - - - -o - - - - - - - - - -4CD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8 CONST. HANDICAPPED ACCESS RAMP PER CITY STD.NO.102 z I� M II 06(o + + I, In U to + � CONST. CURBSIDE DRAIN OUTLET (MEDIUM CAPACITY) PER CITY"STD.NO.107-B o e + M ' ,J I — — — _. — — — — r- — — — — — — 10 CONST. CURB OPENING CATH BASIN PER CITY STD.N0.300 ("W , PER PLAN) I.7 '� •� — — — — — — — — — 212.53• — — — — — — �2�.26T — ` �M — — — — — M 1 1 CONST. LOCAL DEPRESSION PER CITY STD.N0.307 -- -- -- -- -- -- _ 12 INSTALL STREET LIGHTS 5800 LUMEN H.P.S.V, BY S.C.E., PAID FOR AND COORDINATED ~ BY DEVELOPER THROUGH THE CITY TRAFFIC DIVISION - - -"----- --- -- - -- --- - W N o-o9'vs' E b62.eo• � - Q W 13 INSTALL STREET LIGHTS 9500 LUMEN H.P.S.V. BY S.C.E., PAID FOR AND COORDINATED BY DEVELOPER THROUGH THE CITY TRAFFIC DIVISION 1450.89 TC L — — — — — — _ a �t iv 14 SAWCUT AND REMOVE EXISTING STREET IMPROVEMENTS, LIMITS AS SHOWN ON PLAN. i$ D T -- --_. - FEBP _ _. ___ -R_ n; _ - 113 OPT_. ;8-aPl._ zr - __ -_---.FIR-DPl --._. _ -_ :IR._DP,_�' -__ F:B_OP. _ - - F B - �P - - -- - - - `,� - , _ i r _ _ 15 INT R AND LEGEND ON SHEET 1 - -� - - - - 1� S ALL STREET TREE PER NOTES ON PLAN SAWCUT-/ ,/ 17 z // „ z W 16 INSTALL FALSE CURB COVER AT EXISTING TELEPHONE MANHOLE PER DETAIL 00 - - - - - - LLJ - - - - - - - - - - --- - =�- - - - - - - - - -{- - - - - - - - - - --- - --- - --- - - - - --- - - - - - - - - — - - - -X14- - - - - - — - - — t4 — - - - - - --- - - - - - - - - — �- - - - - {4— - - - - - — - --- - W 0 ON SHEET 1 - -- - W - - -- DE N - 7 ADJUST LE VER TO W ♦ W -__ _-- -.. ,ry - _ W --_—.___ N - -.- -_. _..-.. _ _- N --...- _ W - ,W -_ a"--. _.:.r�:a =. "-s-�'. ��--.-�i-. J� - : :�i�<J�.-ice": —..___. LL - _�__-JY.�: _ JY-_.._i__ i�—_ _i— L DE - _ _ w. _- �_ _ �- �, .,� � . — . —. _;� _— 18 17 ADJUST GAME OVALVEO OVER TORGRA A - - N A N - J - • W' - -.-__. _... - _- - ,N -.-_____.-__-_ _. -- ,A' __-.__-. .._.___._- W -_- - _._. _. - - .Y _ -_ - - W _ _ -W.._- -.. __ _.__ - __ ___ _ "-.-.. _ _-.._ - - __--_yr_ _— _ _ _ _..- --_ _ - - FUTURE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1�__ - -- =-_UT == _ —=_ — __ _= — __ =z�==�- _ ==___== J \ ^ 19 RELOCATE EXISTING POWER POLE � URE CURB & GUTTER `� 4 0 RELOCATE EXISTING FIRE HYDRANT - - - N N — — r = 21 INSTALL STREET FIRE HYDRANT MARKER PER CITY STD.NO.134 — — — — — EXIST_R W — — — — — — _ — — — — — —— — — U 2 CONST. A.C. DRIVE APPROACH PER SAN BERNARDINO CO. STD. 1280 (SEE SHEET 1) -- W --_- _ __ _ W — W _ J-77 _ - _ _ - _ W -� . . W _ W -- - W -� W - 23 INSTALL STREET LIGHT CONDUIT do PULL BOXES 1 I \ ULTIMATE R/W Q o , L s M (n (n _ 1 f I 1 - - I / � _ • 1ST PLAN CHECK I / 00 DESCRIPTION of REVISION DATE APPROVED CITY of RANCHO CUCAMONGA & OFF—SITE TRACT 16116 EAST AVENUE EAST AVENUE STREET IMPROVEMENTS CD APPROVED BY: DATE: 2 CITY ENGINEER �� u� �� (� RCE: 24953 Underground Service Alert DESIGN MA 8c ASSOCIATES INC. RE DED DOLE RAM CONSULTING CIVIL ENGINEERS' CALL TOLL FREE No, 62183 N m AND LAND PLANNERS 1 —C7OO sT Exp: 9-30-05 \* DRAWN 10601 CHURCH STREET, SUITE 107 SHEET RANCHO CUCAMONGA, CA 91730 227-�VOO rF o� SS (909) 948-1311 w crv��- � 4 of 6 SCA\,- CHECKED RCE No 62183 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG �`M DATE 2'�O'�3 FILE No O PROJECT SHEET NO.—.q--OF _ JA652-13491Street\0FFst04.dwo.02/07/2003 02:08:52 PM.SC GENERAL NOTES: STREET CONSTRUCTION NOTES QUANTITIES BENCHMARK 1�CONST. 3' THICK AC PAVEMENT OVER 4' AG. BASE MIN. 138,500 SF BENCH WIRK Na 150- 8B. 1507.007 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY (MIN.) FD. M ' ® ' IN IINDOLE OF CONC. OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS 2 CAST. 8 CURB AND GUTTER PER CITY STD. NO. 104 1,350 LFBANYANHEADWALL AT S.W.C. OF SUMMIT AVE. & EST ANE. FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR31�-CONST. 6' CURB AND GUTTER PER CITY STD. NO. 104 5,708 LF ' SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE 4 CONST. CURB TRANSITION-ROLLED CURB TO STANDARD C & G. 20 LF TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. t�5 CONST. CROSS & LONGITUDINAL GUTTER PER CITY STD. PLAN NO. 106-A. 1,820 SF s CONST. SIDEWALK 4' THICK, WIDTH PER PUN, PER CITY STD. NO. 103. 20.032 SF h 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER I POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT 7�-CONST. DRIVEWAY APPROACH PER CITY STD. 101-A. 54 EA - 13 12 1 1 1 O 9 8 SHOWN ON THESE PLANS WITHN THE RIGHT-OF-WAY LIMITS OR IN 8 z ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE �-CONST. HANDICAPPED ACCESS RAMP PER CITY STD. NO. 102. 9 EA REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO 10 CONST. CURBSIDE DRAIN OUTLET LOW CAPACITY) PER CITY STD. PLAN NO. 107-A. 5 EA 2 - SUMMIT AVENUE COST TO THE CITY OF RANCHO CUCAMONGA. 11 CONST. CURBSIDE DRAIN OUTLET (MEDIUM CAPACITY) PER CITY STD. PLAN NO. 107-B. 1 EA vZ 12 CONST. LOCAL DEPRESSION PER CITY STD PUN NO. 307. 9 EA 14 h'F 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 13 CONST. CURB OPENING CATCH BASIN PER CITY STD. PUN 300 'W' PER PLAN. 11 EA 01__ HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY 14 INSTALL STREET NAME SIGNS PER CITY SIDS. 401-A do 401-8. 6 EA 6.0 rRO�CT BETE DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY 15 INSTALL R-1 STOP SIGN AND 'STOP' PAVEMENT LEGENDS PER CITY STD. NO. 401-B. 6 EA 1 5 5 6 FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN 18 INSTALL STREET LIGHTS 5800 H.P.S.V. BY S.C.E., PAID FOR AND COORDINATED BY THE 32 EA to 4 7 ON THESE PLANS. �Z =_ (SUMMIT AVENUE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION. Lao 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 19 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. 202 EA =v 1 ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION 0 MUST MANHOLE/GATE VALVE TO NEW GRADE 22 EA TR. NO. 12462 - � 2 1 z � Ij(h 21 REMOVE EXISTING BARRICADE. 40 LF W 3 z # WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. I 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. 2 INSTALL SIGNS AS NOTED ON PLAN PER CITY STDS. 401-A do 401-B. 3 EA h~ PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT 7 CONST. LIMITED ACCESS CURB PER CITY STD.N0.105-C (LENGTH=25' W/ 4' TRANSITIONS) i EA __� � POINTS WITHIN 0.01 FOOT OF SUB-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. r 24 23 W 1 1 ,h HIGHWAY 30 UNDER CONS7RucnoN s. ALL SEWER , WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, STORM DRAIN CONSTRUCTION NOTES QUANTITIES 25 0 48 HIGHLAND AVENUE �� MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. r22 40 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, �-INSTALL 24� RCP b: LOAD PER PROFILE 399 LF 39 41 INSTALL 3o RCP b LOAD PER PROFILE 'S3 LF 3 47 COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED 8 VICINITY MA 42� RCP b:LOAD PER PROFIL760 EAE 460 LF � 21 - AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER 43 INSTALL 48 RCP LOAD PER PROFILE26 = N.T.S. FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR �-CONSTRUCT MANHOLE NO. 1 PER CITY STD. PUN NO. 318 - EA 36 46 j SURFACING. 45 CONSTRUCT MANHOLE NO. 2 PER CITY STD. PLAN NO. 319 3 EA 27 41 46 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. PUN NO. 331 1 EA 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED 4 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. PLAN N0. 336 4 EA �, R/W R/W TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED 48 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN N0. 329 2 EA �--- `,` �� ' � � TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT ` { PAVING. 3 ys11 A 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL �,� i 43 44 12' t 2' TI SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETT-RMINA- COMMUNITY TRAIL CONSTRUCTION NOTES QUANTITIES �. 28 29 30 TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND 51 CONST. 2.5' WIDE P.C.C. Y-GUTTER PER DETAIL ON SHT. 7.. 3150 LF 18' 18' 7.5' 4' 0.5' EQUIVALENT OF AGGREGATE BASE. 5 CONSTRUCT COMMUNITY TRAIL 'W' PER PLAN, PER CITY STANDARDS 65,100 SF TR. . 1 O �'� o z 10.PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT 1001, 1004 - GATES TO BE PROVIDED TO REAR YARDS. SEE SHEET 7 FOR COMMUNITY REMOVE TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION 53 PVC FENCE & SALVAGE PER CITY INSPECTOR'S INSTRUCTION. 1,140 LF OF THE STRUCTURAL SECTIONS. 54 INSTALL BROOKS 187X18' CATCH BASIN Y = 36' 2 EA. Q� '�� 4' WITH 12' PVC TO ADJACENT STORM DRAIN. INDEX MAPCOP_� -L�� - t 4' ---- ------- 11.WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS 55 CONSTRUCT CONCRETE WATER BAR PER DETAIL ON SHEET 7. 8 EA. N.T.S. H , OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING 6 ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR 56 CONSTRUCT 6' WIDE P.C.C. X-GUTTER (HEAVY BROOM FINISH) 5 EA. 1 DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A PER DETAIL ON SHEET 7. 3 3 QUALITY BETTER THAN THE NATIVE MATERIAL. �INSTALL PVC 2-RAIL FENCE PER CITY STD. 1010-A =tfflV=gt &90 i-OF. ® A S H T 0 P LA C E 12.I1F THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 58 CONSTRUCT 6 X 6 CONCRETE MOW STRIP PER CITY STD. NO. 534. 190 LL -k NORTH 0 F BLUE G U M STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED �-INSTALL STANDARD TRAIL SIGN PER DETAIL ON SHEET 7. 5 N.T.S. RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13.ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE RR LL-5.0 R= 65 AW HIS OWN 55- CONVENIENCE NATION OF COF EONSTRUTION QUANTITIESER. THE EFORE SUBMITTINGCTOR SHALL A STREET TREE LEGEND BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT 2, 12' 0.5' SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE QUANTITY TREE SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING STREET NAME R R CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 20 EACH C'nho Bhbo 'Fairmount' Maidenhair Tree 15 gallon 35' O.C. 5' WHITE FIR DRIVE 7' 18' 18' 7.5' 4' 0.5' 55' 14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A 30 EACH Hr,wmVwtx. Flaywn Sweetshode Tree 15 gallon 20. O.C. 5' RIVERBIRCH PLACE PUE AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. a 12' 12 22 EACH • '�, St. Mary Mognoio 15 gallon 20' O.0 5' CARROTWOOD COURT 15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM x 4' 7.5' 18' 18' 7' RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 10 EACH Rhus Lances African Sumac 15 Ilon 20' O.C. 5' SHORE PINE COURT 1 4 tF1rEl LK 003 1 4 DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS • ----tT1<----------- --------- t ----- PUE SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 91 EACH Ari�taaat Ari�tacrot Pow Tnee 15 gallon 20' O.0 3' BLUE GUM DRIVE ASHTON PLACE 16.WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD 29 EACH r t ll TON RT 1 6 0.03 FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED 3 3 t 4 11 4• UPON REQUEST OF THE INSPECTOR. CONSTRUCTION NOTES FOR STREET TREES: WHITE FI COURT, - --------- -----` ---t>x--- 7 TO''FILL SOIL IS BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR 2. PRIORTTO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC OILS REPORT SHALL BE CARR 0 T W 0 0 D COURT EET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 6 1 � 3 3 _ FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES & SHORE 0 R E PINE COURT U R T '8 PRIOR TOEXCAVATION. SERVICES EHO ICENSO SRT AS 2REQUIRED. TWO WORKING DAYS MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. A S H T 0 N COURT PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING. 3 DI�VISIONEET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING T.I.=5.0 N.T.S. R= 65 SOUTH 0 F BLUE G U M A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. RAW RN.T.S. MR. JAMES FREI T1=5.0 R= 65 FOR BASE LINE ROAD CONSTRUCTION B. GENERAL TELEPHONE COMPANY (800) 483-3000 FOR UNDERGROUND SERVICE 12' 12' S' C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 1981 W. LUGONIA AVENUE 5' 7' 28' 28' 7.5' 4' 0.5' REDLANDS, CA. 92373 juamm D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 RAW RAW RLT' WkL TIS 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA. 91730 . 0.04' 004' E. METROPOLITAN WATER DISTRICT (909) 593-7474 12' 35' 12' 1 4 1E11111 4 700 N. MORENO AVENUE -----t- ------------------ ------------- -- ------ ;..>; LA VERNE, CA. 91730 F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 0.5' 4' 7.5' 18' 18' 7.5' 4' 0.5' 6 7951 REDWOOD AVENUE 3 1 3 6 FONTANA, CA. 92336 0.40' ( WM OF AS" 1 IIEIIOVE All BAIL • NCta CO WAITY TRNL VEHICLE GkrF, ADD TRAE 106111i -0 G. PACIFIC TELEPHONE COMPANY (714) 999-56391 4' IFva 1 4' BLUE GUM DRIVE x r. ----t. ------- .=• ADD TRAIL WC1ITTON MIS, ADD GRAVEL ALONG GUTTER • TRAL ON MM 7 Z & 19.THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT _ A EAST AVENUE ENTRY ,I VA0 2 RA/� Gam• IM*w AM,- 6 G�1ol�IiN �,q�T' L-2T0� SHALL NOT BE PLACED UNTIL ALL UTILITIES do UTILITY LATERALS WITHIN = STA. 26+05.71 - STA. 21+71.80 THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS 6 jurc, MW� IAWW.•*v. INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE 6 2 1 2 N.T.S. PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE T.I.=5.0 R= 65 SATISFACTION OF THE CITY ENGINEER. BLUEGUM DRIVEDESCRIPTION of REVISION DATE APPROVED 20.ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, WEST 0 F A S H T 0 N RAN R/W THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS CITY O� RANCHO CUCAMONGA SHALL BE LOCATED BEHIND THE SIDEWALK. N.T.S. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS T.I.=5.0 R=65 12' 3 ' 12' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 0.5' 4' 7.5' 18' 18' 7.5' 4' 0.5' TRACT 16116 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT STREET, CO & THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE STORM DRAIN PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE R DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- 1 `• IE -aor( FSO 1 4•fflK IMPROVES PIANS SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT ' ''� - ----11rIc----------- - t ----- -`` SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- EXISTING SURVEY M 0 N U M E NTAT I 0 N 6 APPROVED BY. L147 IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION �o Underground $e ry I c e Ale rt 6 3 1 3 CITY ENGINEER RCE. 24953 OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT I HEREBY CERTIFY THAT 1 HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD Rp THIS AND THAT HA LTHE PLY CONTINUOUSLY AND NOT BE CTOR DEFEND, NDEMNTFEYD, TO NORMAL AND HOLD TM RKING URS;ER THAT COUIN P DISTURBM BY TFIELD ARE SHOWN HIS PROJECT. MONUMENTS WHIPLANS AND ARE DESCRIBEDCH CURRENTLY CALL BLUEGUM DRIVE � S � DESIGN MADOLE do ASSOCIATES. INC. RECOMMENDED MEEIRS 2r..4 AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, No. 4756 TOLL FREE EAST OF A S H T O N No. 62183 N EF AND TING DMMANNERS IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING ! THERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED 8Y THIS PROJECT. Exp: 9_30- � -800 Exp: N-3o-os DRAWN � ao1 + s•rre�r, sx.�rrE 10� FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE * * & RIVER BIRCH PLACE * * �ANc++o( uw 4 c. C�► 91730 SHEET ENGINEER. 46S.; r 227-2600 N.T.S. 7 Cl v 1�- �� DJ OF CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DATED: AW 4 9W ' T.I.=5.0 R= 65 �CA�tF TWO WORKING DAYS BEFORE YOU DIG CHECKED RCE No 62183 DRAWING;0. ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. WM. ROARO JASSO .l.S. NO. 4756 DATEtlFILE No ' 1� JL PROJECT SHEET N0. OF Ji►=1349SWe&MM.dwo.1ill IP M W14-42M t St BENCHMARK BENCH MARK No. 150- EID. 1507.007 FD. CHIZ. ® IN MIDDLE OF CONC. .- HEADWALL AT S.W.C. OF SUMM(f AVE. dt EAST AVE. ♦ i _. - 1. I JO.a70 + 44. 7 : i 1 L/4 L/4 ' m , . , _ - - - .. - - - - - � 3.,22 , _J Q a a5 �44 L/1 W LJ4 LI4 LJ4 50'VC C. 41 ry tOCO P1=1474.44 <t 00 O W U a t e L� U U U w EXIST. GROUND L 4 L/4 L/4 �/4 � L/4 V4�4 m � < d r 1� I� U , -. C1> $ t ` _ ® 1�LY CURB li U1 1 row% cc Lr- LL CID 0 U M0 C14 (V WLID V�C4 + d Nto - (D.90%) N I`Il- N N O . ' > U I1 IUi1 d O >wd U U o°Db, � O.r �_ d cD I� f� 00 10 U) ll) 00 _.'/t1 �� 7891. 0 to � cp � � � � � � _ � E> � m � f� � � n so$ ao PR OF'+ OPOSED TOP `� � � �, �, � `� CO� � 0 , , � 0.55 ; In ori r- r\ N'LY CURB +' ,� � 4 "t _ , �n 1 p4� 0.52 Y1.04% • 50 y 1. , ♦ .. �p L=40.05' O.C. P1= 475.71 m O.C. O - - , � EXIST. AROUND Q, c� CL ca r {U M In o � ►.� n m or n + + Lo N I` N + Q. jD.90� , - _. -. -. , cid _ _ . 4V4 > O r- N 1 o t� N + pppm�. . -, . -. + PROPOSED FINISHED y� '� + ,._ 0.56% N SURFACE ® CL F - - r 1 4/0 0.527. _ J 1 t - f = 7441 , _._. _ - , - 4 _ � ,-- , r� < , O O O L 4 4 - PROPOSED' TO . OF �' -• - - o --L - - _... _- - - --� t +t 4� + o c� $'LY CURB t 1. 4 W4 c�ti "' r� : U U 480 c0.90�� - , , _ : - . 6 qt s' Y CURB h �. 4L- 1r- N EXIST. CK t° `V N d t\ i 0.77, d n! e d d d _. -. C�}} 6� . �LO � � d O � � CU ccs + 00p c0 �p cD r 0 0.86 rn y -4LO to rr _T_ V J7 ro + r - _ t` 0 52% n p r .071 4� d , NOTE: - _ - 1 d -CONTRACTOR TO- VERIFY - PRIOR TO CONSTRUCTION J PROFILE 02 --- - :_ _; ----- L=405., 8 54U-G: : L� 41'. ♦ -142.76- - - 3 $4 • . 0.C. HORR 1 40 PI=1474.61 0.C. 0.C. C - : l Vm s + + + + + + PLAN 1"= 40' + + + + + SCALE IN FEET 0 40 80 120 160 v- .. ,-.- > - V pm, INN ZZ - 4 -° `�� oR9 �8moo'' `�� coReF� coots Q h c Re 81 0 �4V �.r fid,. `1 �e•,\^' 1 o �• 22 , oma' 4z, ma S r0 SNOR 1 s gtiosr a �r xr � E P/ 13UQ a N 4 ° s? '�' �'�' SEE SH'EE�E C]: '� 1 18 10 7 12 18 15 to A S H�'0 m LO 13 10 F 2 s s 5 + � N P � U N 12 / 2S' 0- ^10 m w) „� m - m`L '� °o n SEE SHEET L� �' r` m� C14 m 2 3 ,_ v .n 18 1 a N ^ 7 18' 0' W ,� v�S J o o U .n w rn 6p, 6 ``' cS v^ cG°r�0 0 W U_ cv W J N U `n ^ U - ~ U + J jj A O of \ .,,3 e ti + ►= ^ o U > Ln^ m r� 30' 30 a+0 Go r� v > N J `" 5 wIPR1►i p 12 N �^ "� v' rN ^ � N co 00 ^ c5 1 0 o D NA TE m rn F 2� 18' co 0O:a0 0? o + ) Gf V O D v �' + / 00 18 cv X a 1 �O1S ^ �0 2 ^ ca, -.�l 1 + 3 ^ o N 12' ^ ^ + 3 `�' N EMfNT v o 19 a g. `n TR ^ 20 L0 aU-i ' 19 v 18TYR a 9 � 19 " I l ' , I c; I 20' 3 rn 28 4� �' t-� te• 6 ^ TYP. iv / 1/ 19 TYP 8 9 168.59 6 IIZgIt 6 2i a N . h --- - - - - - 9 PROP S.D. m _ a a 0 _ ` ` y o - _N5 - _ - �4 - - - - - _ - -- _ t3 8 r o PROP, 8" WATER - -- - ` Tas z�E �� 9 9 3 -- _ 00 p o0 - - - - - r a - - - - 2 ----- - - Ci C:720.144 - _ - --- --- - _ J ---- - 0 0 oa a a a a a a �- .� __ - - - - ` - Z`12 6 00 ` _ ;o ry 0 S a 29 196.97' =111.14' 5.56' N 19 ^ m ?� 1ci J I�175.91' 12 Cq U ? I h Li cu w v 6 30 r ^ TYP. � �'� 2 8' 18 v M U `r' 6 cv a p J'O 3 t` > of cv 7' w ui - 7 � PAINT DOUBLE o cn w ^ 1 o i� 3� o o ^ wo opo r J .�7 19 r; N 4 SOLID YELLOW L) II cN U 11 LID N rn I �i - r� o'o U) 3 ~ 3' PRIVATE IL m 3 18 + uco U ^ 0 5 v ^ ao �V)i Co N ,tiff c<227 + o °° oQ'o DRATNAG cV 3 +`- v I m U 0 co + II J ,0 7CV �n ^ EASEMEt + 12 ~0 55' ^ PAINT DOUBLE u N 38 �, 13 ' o 4 SOLID YELLOW II w DESCRIPTION of REVISION DATE APPROVED CONSTRUCTION NOTES 1811 7 �7 ' g NI 15 18 12 rn J.- STREET 20' " 18 13 0 5' PRIVATE OMMUNI +in CITY of RANCHO CUCAMONGA \--CONST. 3 THICK AC PAVEMENT OVER 4 AG. BASE (MIN.) CN 2 CONST. 8" CURB AND GUTTER PER CITY STD, NO. 104 AS H TO N COURT DRAINAGE 8 TRAIL N N A CONST. 6" CURB AND GUTTER PER CITY STD. NO. 104 EASEMENT 4 CONST. CURB TRANSITION-ROLLED CURB TO STANDARD C do G. SEE SHEET 6 TRACT 16116 \ -CONST. CROSS do LONGITUDINAL GUTTER PER CITY STD. PLAN NO. 106-A 6 CONST. SIDEWALK 4 THICK, WIDTH PER PLAN, PER CITY STD. NO. 103. 7 CONST. DRIVEWAY APPROACH PER CITY STD. 101-A. CURVE TABLE STREET IMPROVEMENTS 9 CONST. HANDICAPPED ACCESS RAMP PER CITY STD. NO. 102. BLUE GUM DRIVE CURVE DELTA RADIUS LENGTH TANGENT at (i0_CONST. CURBSIDE DRAIN OUTLET (LOW CAPACITY) PER CITY STD. PLAN NO. 107-A. C1 32'21'25" 700.00 395.32 203.08 BLUE GUM DRIVE 12 CONST. LOCAL DEPRESSION PER CITY STD PLAN NO. 307. C2 1706'35" 800.00 238.90 120.34 13 CONST. CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 "W" PER PLAN. C3 13'00'18" 682.00 154.80 77.73 14 INSTALL STREET NAME SIGNS PER CITY SIDS. 401-A do 401-B. C4 93'33'03" 27.00 44.08 28.73 APPROVED BY: DATE: % I i Uf 15 INSTALL R-1 STOP SIGN AND "STOP" PAVEMENT LEGENDS PER CITY STD. NO. 401-B. C5 94'22'36" 27.00 44.47 29.15 18 INSTALL STREET LIGHTS 5800 H.P.S.V. BY S.C.E., PAID FOR AND COORDINATED BY THE C6 11'28'22" 682.00 136.56 68.51 QRCFE_SS ,_ CITY ENGINEER �+ l:( C RCE: 24953 I Underground S e ryi c e A I e rt DEVELOPER THROUGH THE CITY TRAFFIC DIVISION. �Y( �19\--INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. C7 32'21'25" 718.00 405.48 208.31 Q- �N S S Fy tv � •f- �, DESIGN MADOLE 8c ASSOCIATES, INC. RECOMMENDED CALL 20 " AJUST MANHOLE/GATE VALVE TO NEW GRADE C8 84'59'19" 27.40 40.05 24.74 o F m C9 95'59 45" 27.00 45.24 29.98 �� EF CONSULTING CIVIL ENGINEERS T�. W No. 62183 N AND LAND PLANNERS ' TOLL FREE 21 REMOVE EXISTING BARRICADE. C10 90'43'53" 27.00 42.76 27.35 ! SHEET m 1 _800 C11 90100'00" 27.00 42.41 27.00 Exp: 9-30-05 DRAWN tocol CHURCH STREET, SUITE to7 {t ft RANCHO CUCAMONGA, 11 91730 C12 16'22'42" 782.00 223.54 112.54 `P> �Q SS (909) gas-1311 2 227-2600 C13 16'20'09" 818.00 233,22 1 17.41 9TH.CI V 1�- C�� OF �CALCHECKED RCE No 62183 DRAWING N0. TWO WORKING DAYS BEFORE YOU DIG Fri"' DATE- ? 3 FILE No U7 PROJECT SHEET NO. _Lq__OF _ JA652-1349\Street\st02.dm.03/12/2003 01:46:57 PM.SC BENCHMARK 316' -:11 fi 7_$5 L_ 104.6 RT , • BENCH MARK No. 1 ELEV. 1507.007 O.C. O.C. =1 1 .14 PI= • P 48 78 63 FD. CHIZ. ® IN MIDDLE OF CONC. 'PROF OSED TOP - HEADWALL AT S.W.C. OF SUMMIT AVE. & EAST AVE. , + . 4 � fjf LY. CSB . , 4 - _ _ � L L./4 L 4 � 4 , . cfl , , U t0 V 4 1 - -. 42_ N EXIST. �ROt?i�tf1 ' . O.C. O.C. UR aoo cr , OLL_ bo O N ®N LY C B o0 0 L 4 L/s t/ - N ��- OD a LJ (0 11) V 4 L 4 L 4x it L/4 L/4 aoNm NN to 166 14, + � � � O � Li r wm , M N f7f to cc 6 r c0 n N r` i[t KO f1J N + (D + O �� •- N tt � �} .,� ,�a?F, 0 Eft + � + � LO � � 04 ^ C,4 O CO o � 0 6 i , r op m m o0 00 0o r- c„ ,� + o N , ♦ ♦ 1.4 �r � + ; '- 80% r Nom ' ' �� °' 55q 55% FS 'C' CL m. IST FINISHED ca o 'n _ Qq 1.2 z SURFACE ® CL o o cn 00 U ! 4 4 0 J U: O , Q - _ - ' J tJ O6 A d In O O cU O � m In _ + 4v O U 1 Jw (�� (-4 1110 d) to N n 0 O�1 O O n O O) N O 16 co0m _ . - _ -- � � of er Q `_ 00 n + N + O C6 1 O 1- 000 00 n + r N M cD tfi . _..: + O o 4'/ : 04 -qt r� N N N � 0+0 0.56% 00 i _ - ; 0 56% 100 VC P1=1481 .2 ° L=4$.98' , -42.42 ' .439' , ♦ , , , a PROPOSED SOP _ i OF S'LY. CURB O.C. 0.C. ♦ 1r 4C.1 y a- N a r L/4L/4 W 0 co O O d m t L/4 ��r�'1�� (11 . 'W EXIST. G 4 L/'4 0) co 0 00 M O w m W t/ L/�4 Co. r- 1 Nom! O m w V� T Y c� Y CURB B / • <. < o y, Y! 1 r^te.. V � N .-- / - m rn + _ r _ - - r 17 O o + 00 crJ �� I N ^ O U N � /� .y N 0.54% � � m � 0 66�' , - I-1 1 _-' P - 48 .14 y , ° - PROFILE HaRTZ 1"= 40' ' w 4• + 21 + + + + PLAN 1"= 40' + + + + + SCALE IN FEET 0 40 80 120 160 IRCH PLACE _ EAS RIVER B HEET 4 SEE T AVENU SEES 18 o AWG. t E 14 �$ o w� v� 18 v 7 Qtr O 00 N m w z N 13 �} j i0 rN 06 ►� o co o N o0 0' 3 0 o M -' .� N of ,. o> co � O m 05 A 12 18 �, 11 �^ W U � II � U m CN r*, N O ^ U to ► p rr r` v 18' 1 + N . + '- LO co I OD of °0 {l m p Uj m� 2' 18' CR + ~ 3 N + NN 2 �� +,_ rn � � 3 d_ �v 0 rn �' o O c� OD M 4m N Gp N N N h gz Q N 'll� U • r N CO 9 N n � + d #__ Z h � W U Li 00 Q o r 7? . t- iV + + N .� a O +o to 00 m J 1 $ + , 71.20' TYP. L-41.os' 6 se.97 Q r�= 6 •u '1 of o co 1 32 Q OD 1 .57 88 (rl h U') - N N II L�1O6.21' N 1 + tl r- ►V (� 6 0 0 o - ---- Z 0 0 ° TYP. R2(25) ^' `" 3 N o °oD _ o TYP a 46.04• - - - -C9- -- - - - __ 1 '� - - _ N6739'S9"E 77.85' � e t 1 wl 1 ok � `b C%4 C13 - - PAINT o � �T r 23 PROP. t5 WAT R M °° _ � '' WH/ S RBROKEN o Q f - - - - �, c10 W -- N7 a ss o2 t 3 - - - ° - - 8" WATER- `�' N �, -- ,,r _ pR p W o� - - I �'� _ - _ _ paw SOLID 9 1 p N --- - - T CRO SW tn --- o -° -° ° W17 22 f 9 Z - 180 �' wss so 22 STD_N0. 1 ►'L14N T AVENUE Li1 20 19 do LEGEND ti z - - - -Q - - - - - - - - 3 • 0. W z 6 19 3 9 TYP 4 p o m STP ° ° `t 3 •0 1 28+ J �' J o TYP. a U C6 J CO ' '\ ^ ° ° 20 + =1g+g 9 lI BLUE GUM DR + o 2 Ir + a6 C4 Acv ^ r l 2 1 ° EAST AVENUE NE cn 3 8 ��yr J m r ao n Cj �► R6 19• U N J Y c� N 3 m om' +�N W / 7' i � � �e 1' 1 ° L v cn W M +v rn �v C'V V, �' �$' W O 6�s 6 p c f N I� J ono`'' M t- + p ,. ^' 1$ ,h -� _ TURNT N I 12 1 18 Lq It m O 3 m N N N O� 2 .� 4 N ' R -� Q 0, 13 18 0 a ^� I 25 8 SHO ARROCP WS C + S W N 7 W 2 14 • 3 v o ti Go -' 19 WN (NP,) L + a o N w o =a '�CO o 40 n• 7: p. 15 �WZ c00 a � 0 No, N f� 7 7 r i o � q R ^4' ^ 18 CON �! 2 0- N � RpT�, 15 � l 3 11 S O o+L v N U EE SHE H C p u r N I� N E4 T 2Z DESCRIPTION of REVISION DATE APPROVED STREET CONSTRUCTION NOTES BLUE GUM DRIVE ckr�& 1a--CONST. 3" THICK AC PAVEMENT OVER 4" AG. BASE (MIN.) W'^ CITY of RANCHO CUCAMONGA 3 CONST. 6' CURB AND GUTTER PER CITY STD. NO. 104 A 5a--CONST. CROSS do LONGITUDINAL GUTTER PER CITY STD. PLAN NO. 106-K 6 CONST. SIDEWALK 4" THICK, WIDTH PER PLAN, PER CITY STD. NO. 103. TRACT 16116 7 CONST. DRIVEWAY APPROACH PER CITY STD. 101-A. 9 CONST. HANDICAPPED ACCESS RAMP PER CITY STD. NO. 102. CURVE TABLE STREET IMPROVEMENTS 12 CONST. LOCAL DEPRESSION PER CITY STD PLAN NO. 307. CURVE DELTA RADIUS LENGTH TANGENT 13 CONST. CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 "W" PER PLAN. C1 1706'35" 800.00 238.90 120.34 14 INSTALL STREET NAME SIGNS PER CITY STDS. 401-A & 401-B. C2 15'14'36" 800.00 212.84 107.05 BLUE GUM DRIVE 15 INSTALL R-1 STOP SIGN AND -STOP" PAVEMENT LEGENDS PER CITY STD. NO. 401-8. C3 90'43'53" 27.00 42.76 27.35 18 INSTALL STREET LIGHTS 5800 H.P.S.V. BY S.C.E., PAID FOR AND COORDINATED BY THE C4 95'59'45" 27.00 45.24 29.98 C5 16'22'42" 782.00 223.54 112.54 - DEVELOPER THROUGH THE CITY TRAFFIC DIVISION. APPROVED BY: � DATE: ( C 19 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. C6 16'20'09" 818.00 233.22 117.41 RCE: 24953 CITY ENGINEER Underground Service Alert 20 ADJUST MANHOLE/GATE VALVE TO NEW GRADE c7 90 00'00" 27.00 42.41 27.00 �P S ' CALL 2�2 INSTALL SIGNS AS NOTED ON PLAN PER CITY STDS. 401-A do 401-B. C8 90100'00" 27.00 42.41 27.00 �� c�, DESIGN MADOLE 8c ASSOCIATES INC. RECO NDE C9 744'57" 818.00 1 10.63 55.40 t^ EF m (, ��i1 CONSULTING CIVIL ENGINEERS � TOLL FREE C10 10'17'07" 782.00 140.38 70.38 No. 62183 0 X AND LAND PLANNERS C11 93'19'58" 27.00 43.98 28.62 Exp: 9-30-05 DRAWN 10601 CHURCH STREET. SUITE 107 SHEET 1 _^00 * * RANCHO CUCAMONGA, CA 91730 227-2600 C12 90'00'34" 27.00 04.6 27.00 (909) 948-1311 Z C13 729'39" 800.00 104.64 52.39 �Tq7, C/V 1� ��\P SS � `� OF 1 1 C14 89'59'30" 35.00 54.97 34.99 F�CAt�F� CHECKED RCE NO 62183 DRAWING NO. v C15 92'15'58" 35.00 56.36 36.41 DATE 3�3.O 3 FILE NO TWO WORKING DAYS BEFORE YOU DIG PROJECT SHEET N0._� OF J:5652-13491Streetist03.dwa.03103/2003 01:13:54 PM.SC L=121.53' PoWT.100, C -_7 9; BENCHMARK O.C. PI=77.55 N BENCH MARK No. 150 ELEV. 1507.007 n rtt 0, , HIZ. IN MIDDLE OF CONC. X7: 3 TO w rn n c5t ;�` HEADWALL AT S.W.C. OF SUMMIT AVE. & EAST AVE. ✓ Z / - _� fF WLY. CURB EXIST. NISHEb SURFACE � CL , 0 4 O N PROPOSE ) TCqtv 4/4 l/ / M ' 2s.3`�'VC a OF W 1_Y. CURB U � cD rn r Lf4 .� ✓ ` + � / P�=66.61 _. : €XlST• F!NlSHED .� .+ �- r SURFACE ® CL NJ y g' ( P}DRX 50 �3•� M tr O.C. _ - y - _ .,tr n -. . _ - __ - _ ! 78.7 u> , P 2 . PI 64.27 N N �.� _ a0 rn rn > l + N 2 ° U ,� O0) ED O Jam. / . rLpfo- W _ D I r PROPOSED FS 0 CL �-- , _ _ _ . tµ t ,� - , d U 0 v n U dII / m O 0 G�'`,'t°! f r j °d II!) cD i a� o > tr d _ a _ - _ _ , __ _ - to lD s.b8l 41 o o o *r g o^ ^ \ � ' m 0) IA-0 O , to L=29.32' -� + 00�,,'� ^ ^ n 0^0 o o EXIST. FINISHED ✓ / _ , .f _ % ^ o SURFACE ® CL �+ �i 50' VC E IST. FINISHED ca69e y - ' + 2 t8 f74 0 . , ui _ .. .._ _. ; _. _. P1- 4 t� .� _ _- . _ ---- + oo =66.3 m SURFACE CL N `� N : / � � d r- - - 0 r - - _ / 0 ' O n _ ^ bad I� No - - W ._._ • -__ ._ - - ' [ ll .. _.... .. . , _1.... : _.-..._ 1. --i < -.a. + - -__s - ,-._.._. ...._.a .. .. __.... ., .. .. - ._a .- • _,- _ y , _ - _y -.. _.._! _... __. 4 �1 P1=78.69 O.C. y i .Cla� O ^ ^ } Q / o O d Op // � . a � . + :N 10 ►` � � 1 ,84 O ° C5 + R T P o o 0 3.g�� ' K., o P OPOSED O _ - _ . _ o : < D CL POStE O © 0 0 000 ^ n d`� ai rn r o OF ELY. CURB n111 - - . �; _ . rn a n ,+ 4 ,,1� U cD p/ 0) + ^ N 00 N n i0 m m p + cD 1 O 0) n L/4 L/4 r O^ + 00 N / 1- >. f n O Ln / r T O � a0 0 9.32 V / N g L/4 o n: Irn / 2 P'1=66.61 r. + L�► o 7 0 u� o 0) EXIST. FINCSHED + n ; ._ - m SURFACE ® CL U) N - L=42.42' / / o + 0D + r� a o - g . 1 2.�6 , .+ �. 5 .49 �- o 'to ri O.C. : ,� CROWN TRANSITION o n IN 0°/p ,� `r .� - L=42.41 /. EXIS1. FINISHEb _ . _ POR 11Q0'l+lC n : : R N n �± O.C. UR CE 0 CL �� PI= 4.00 1. N _..! Q' VC / a) 4 L/4 L/4 L/4 > / Q. i + NPORT. P1=63.14 cD O 100 V 40"VO �_ P1=77.55 Q) z P1=64.27 - : __ _ - _ , _ _ _ cm ^ tilp n r n on � N C11 rn r L=9 .85 t� © o of 9� � �D+ TOP > V) , coo � o � aoUj c -' - _ - - - _, a r- C2 IN _ - -� ,._ _ _., _ t 1 b ^ { - r� U'o tr 0 °° O.C. oo + n ^ r OF ELY. CURB > ci o N n > r ?M - o - - o . - I . - _ ---• O -� 81 O - 0 + : , , n �t n rn i tb- 0r M U o J _ . r M n 1 07. $ ha N °j°' •9'T o Io p89` , - _ _ , �� O fI M � O � O O . c0 � ' . . r 00 12.5 35 57.53 . L=29.32 PROFILE T 5C1' VC + + ]QQ O.C. HORIZ 1 w= PI=94.03 - - - - L=1 39.28 - - - - , - t 8 2 . 1 460 O.C. � P 7 7 fl e. VM it w= 4r 10 + 00 11 + 00 12 + 00 13 + 00 PSN 1'= �' 10 + 00 11 + 00 12 + 00 13 + 00 14+ 00 15 + 00 SCALE IN FEET 0 40 so 120 160 BLUE GUM DRIVE ' SEE SHEET 3 3' PRIVATE II DRAINAGE 15' TRAIL EASEMENT 15 EASEMENT I j SCq 1 I� 7 J10' ' 7 7 10 1 18 12 7 , 4p' BLUE GUM DRIVE o' 3 W� m17 n _iz i�"�Jg � 7 SEE SHEET 3 2 18' 1 18' 1 C) M3 ^3 0 �M3NN +U Cq3 �^ 14 11 ^ C14 IP �c� N ^ ND I IN `- t0 �^p O� 1 i I 1 + 0+0 NM I I-- o 00 N V� o;; ti s o 18 � = 1 1 m rn i i 7 .68 .c TYP. sz 9s 9r L=83.30• TYP. .5 0, �liV (J (� W 00 0 ^ N I 1 1 FL 1 O ° ° a 10+00.00 cl RIVER BIRCH PLACE-aLO Lt o, + �- W) U_ 1 3 N 0 N15•04.58-W 3 PROP. 8 WA C4 ° 1--- - --- - - - - ._ _ _ �; n � N 30 1 =23+ 6.56 cl BLUE GUM DRIVE t ► - - - - - - - - - w ° v 4 '� ^ � c� 000 I 2 18' 118 1 8 77 78 t i cD 3- t - - 1_ _ - ° o Q In 00 6 o JO 4 c0 J 3 c0 N F- + CC n I 1 ^ F O _ �_ L 6'x � N �v m � i C14I I 7F 88 I � o CN Ill- N o o ' o - U W _ t ° 0 93.64FS� ---I W �. �,o / i� ► -_ - 3t -4 ,+�Qi � _ `r � 9 ti ,ea�set f � ,� 'Ir o o � 2 P. / - ► L_2 .49' ,- L` __ r a.- _ ;\ 4i o6 I '� I �;� 01 ` 43 k 1p.� - - - _ Lo/ I 1 s J L=178. ° Li (n 7 Dyy, 49 E 57.53 --- ---- - - ' ,[a W53 ti I �, 20 ► _ I �� P v +-� 3 PRIVATE I 5 PRIVATE J 19 0 W,16 4.97 c c7 - _ . " 0 o DRAINAGE DRAINAGE A I 1 wLLj 8 14.06 1 3 c2 - N ► - ► _ _91- - _ i N g 00 vi a z U N I v ``' to`� =N 3 EASEMENT � l I EASEMENT `D P, 4 o W W 1 0 •50.11-w - V --� -- - - I `, ► 0' o X13 _j - m 13+75 14+39.18 EC F-- (n rrlo4 _ _- - tt _ r + to u f 93.90TC 93.40FL ^ _ -_ --- I v� 00 0 �W NI3 � w7. �n I 00 18 - --- _ 2512, -3 - - cs 0 art i g i 30 m + 18 0010 I II o ST. LT. TYP. _ 8 c5 - 1� _ c3 ' 13+70.63 cl CARROTWOOD COURT10 +i �I 18 1 1 o0 7 cn I 15 TRAIL + __ _ A101'22'49"tlr T ' 2 N n NIM N Q N m I N t0 ST. LT. _ _ _ _- - 6 5�53 ' - - -; �, 25+59.44 cl BLUE GUM DRIVE , N; �n �� i I EASEMENT CL DWY. . ,p , . -4 , A , 00 o 1 44 +� ' N *\ .\ 8,,9 s 1 18.31' 6 1 9 L><103.7 _ ► , !I o n U U I W=14 37.32 5° ► z . cs 1 1 I I "' I 10 7 11 II I I �P' � w II / zC U_ o / _ U M J N L95.87' L-s .83' 19 4 6 w ac) p Cocoom 4 7 00 3 X45 m _o�I , ( + N 0' c� o � ren n °D 3 a) o � I a+ z W^ RIVER BIRCH PLACE NOTES DESCRIPTION of REVISION DATE APPROVED Q o (0 pli 8 7 N N °- x � 1'1 STREET CONSTRUCTION / O 7 M a> i 0' 1D--CONST. 3w THICK AC PAVEMENT OVER 4" AG. BASE (MIN.) CITY of RANCHO CUCAMONGA dr•' ^ 4 }' 40' 2 CONST. 8 CURB AND GUTTER PER CITY STD. NO. 104 15' WIDE S.D. 5 I 3� CONST. 6" CURB AND GUTTER PER CITY STD. NO. 104 A EASEMENT 1 2 28' 1 4 CONST. CURB TRANSITION-ROLLED CURB TO STANDARD C & G. TRACT 16116 5a--CONST. CROSS & LONGITUDINAL GUTTER PER CITY STD. PLAN NO. 106-A. CURVE TABLE 6 CONST. SIDEWALK 4 THICK, WIDTH PER PLAN, PER CITY STD. NO. 103. CURVE DELTA RADIUS LENGTH TANGENT STREET IMPROVEMENTS CONST. DRIVEWAY APPROACH PER CITY STD. 101-A. C1 15'14'20" 700.00 186.18 93.64 CURVE TABLE 8 CONST. LIMITED ACCESS DRIVEWAY APPROACH PER CITY STD. 101-C. C2 90.00'00" 27.00 42.41 27.00 RIVER BIRCH PLACE CARROTWOOD C CURVE DELTA RADIUS LENGTH TANGENT CONST. HANDICAPPED ACCESS RAMP PER CITY STD. N0. 102. C3 90.00'00" 27.. 0 42..6 27.00 61 C1 210'00'00" 38.00 139.28 141.82 10 CONST. CURBSIDE DRAIN OUTLET LOW CAPACITY) PER CITY STD. PLAN N0. 107-A. C4 14'24'44" 718.00 180.61 90.78 & CARROTWOOD COURT C2 21'53'48" 300.00 114.65 58.03 1 1 CONST. CURBSIDE DRAIN OUTLET MEDIUM CAPACITY) PER CITY STD. PLAN NO. 107-8. C5 15*14'20" 682.00 181.39 91.23 C3 18'26'27" 300.00 96.56 48.70 12 CONST. LOCAL DEPRESSION PER CITY STD PLAN NO. 307. C4 15'00'00" 112.00 29.32 14.75 13 CONST. CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 "W" PER PLAN. APPROVED BY: DATE: C5 15'00'00" 112.00 29.32 14.75 14 INSTALL STREET NAME SIGNS PER CITY STDS. 401-A & 401-B. Q CITY ENGINEER (( C(t RCE: 4953 Underground Service A I e rt C6 21.53'48" 282.00 107.77 54.55 15 INSTALL R-1 STOP SIGN AND "STOP" PAVEMENT LEGENDS PER CITY STD. NO. 401-B. F9 �NpMAS C7 21.53'48" 318.00 121.53 61.52 18 INSTALL STREET LIGHTS 5800 H.P.S.V. BY S.C.E., PAID FOR AND COORDINATED BY THE ��``� � DESIGN MADOLE 8c A SOCIATES, INC. RECOMMENDED CALL cs 18.31'30" 282.00 91.16 45.99 DEVELOPER THROUGH THE CITY TRAFFIC DIVISION. � , 111110 EF CONSULTING CIVIL ENGINEERS tT E• f. 9-4 TOLL FREE C9 16'54'34" 318.00 93.85 47.27 19 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. No. 62183 N AND LAND PLANNERS 9-4 QQ C10 90'00'34" 27.00 42.42 27.00 20 AJUST MANHOLE GATE VALVE TO NEW GRADE Exp: 9-30-05 DRAWN 10601 CHURCH STREET, SUITE 107 SHEET m 1 -800 C11 / RANCHO CUCAMONGA, CA 91730 V-4 93.19'58" 27.00 43.98 28.62 21 REMOVE EXISTING BARRICADE. `�� SS/DJ (909) 948-1311 4 OF 1 1 227-2600 22 INSTALL SIGNS AS NOTED ON PLAN PER CITY SIDS. 401-A & 401-B. �r c/Vty 23 INSTALL STREET TREE PER NOTES ON PLAN AND LEGEND ON SHEET 1. F�CA`1 \FC CHECKED RCE No 62183 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG 4 CONST. LIMITED ACCESS DRIVEWAY APPROACH PER CITY STD. 105-C DATE 3 ' -o FILE No PROJECT SHEET NO. IL--OF J:\652-1349\S1reet\st04.dwa.03/12/2003 03:47:40 PM.SC 6% �' BENCHMARK _ .EXIST. FI ISHED . . C. O.C. EXIST.. FINISHED3 6woo SURFACE ® CL UR FAC S E ® CL P Rd P SDOp BENCH DARK No. 150- ELEV. 1507.007 - i _ 17.8 a cn -. . _ FD. CHIZ. ® IN MIDDLE OF CONC. 50 - L4111.4 _ m � o Of' W Y. CURB m 5S HEADWALL AT S.W.C. SUMMIT AVE.3 OF SU & EAST AVE. O.C. w �i to _ ^ . m 0 m nrn.v o to oQO.C. O PROPOS TOP w nw P VIC 1100 OF NLY. CURB +• .� ev s0. 6.45' 43.59 co r` + P1=77.29 ao 00 ir U m O r e� , _ + M _ N M � c'! p t� N U +25 , rn O aO cca- : W m w + ° �. - w _ i : t t 4 ;69.29 - 40' VC O.CO% li N N 1 V cn 00 � O m U Li 0 o ✓ .p0 P -87.8 O r 0 N N EXIST FtN1S 4ED . N o _ . . N t` n Aor M U' - PORT. 1 VC : SURFACE ® CJ , a U m r, 41 0.909;^ co Ln "O m n M ♦ , P1= 4. : , .. _ �.� , , : - : , _ -_. . __ : __a -_ . _ � � _ . , . _ -. _ PROPOSED FINISHED , _ . _ ._ . _ , , a _ _• _--�- ? $ i > 00 r 9 3 53 54 C O NLINE 56.9 cn u) "� oD SURFACE CL U W CROWN g - , a� a : E m z ' Q os �� SON >j m N 5 9 TRANSITION • - _ CROWN L/4 ` o pRQPOSD i- D . - Qi °' N + yp �i rn �t G 00 TRANSITION o '� � � °'. 00 �!. ^ o SURFACE ® CL + M �.�o fX1�T. �1-tt*St-€� , �� m + 0 oriN F- �\� r- : SURFACE � CL rn - rn rn rn + C 30 VC i : 60� N CY rn 0 0. PI=99.7W 3Q. YG , . rn o U - ri 140"rb 50 VC to �, p PI 88. 95 4 4 ♦ rn PI=97.57 p '�� ao g t` N ' n 1.84 ° . _ _ , 6$ �.�r � .77.79' + © �,� � N OF E'LY URB ° 3�Bg. 0 i 42.4T' F S WId qq +Eb oo , R C C - �• - 5U E L _. f PORT. 100' VC � � O � � O 0 o � > a �_ m r7 > oo to __ _ µ - - -}- oa ap �� oQ EXIS FINISHED ap 00 rn 00 P1=94.03 L,/4 w4 w PROPOSED TO �--� � � � w � w °' � rn at, � 4.24% c� p N '0 SUR CE ® CL X � L0 ao 00 > � �2 Q L0 L/4 A r,, O F SLY. CURB Qi rn '� o + �° `° '00 t t° 1 0 LLJ Qtr Q1 O 1< 6 �` _� 25' 0) ,n L N '`� Q.6 601 m o + a^o 40' VC 0. Lo 1\ rn rn o ?�' o + N o0 PI=90.38 0000 00 rn V > 4 D VC .- N to M rn v 40 VC �� PI=98.50 = , + 54' 1lO P1=77.26 - I-87.80 P1= 7. 0 w 00 ou 40U I`= 0.6©'. L=46.94' =141 .28' E=44:4 v) 33 7' L 0 . � 70.08' 00 "? } C. 0 O.C.OC O.C.OC O.C.OC t3 ± a° ` m 50 . -. ...a _..♦ a ,. _. : .. ., .. ,. .. ..., ... _ .< ;.- :-....�- ---; -.; : ....;- --i 1 _ ♦. ,. -a -. � 1 .. 1 , 1 _, . -v -� • -- -+ ♦ _. 4 -1-_ + - -+ - , � _ a -�_ _1. d ; -.- , T ry CI 537 o N =42.6 4 _ 17.0 r r .5 `140.1 L 4 _ - -- - - -- - ; ' 9, 9 , > O.C.: O.C. � Li I u� m U , f v ' W w : 1 i w 0 V 1 i CV T : : i U rn O t 1 { i 1 1 ♦ -., 4 . ♦_ ,_ ♦ -a • . ♦ , .. 1 1 { 4 ♦ _♦ e _ ♦. _ � , --1- ♦ '� � -, 1 -1 -� - -a { - -J O - I ♦ , : ..., , J _..♦.-_.._,...._.t : .. • _-: --• -♦ ,. -:..- .a : : -_..v ♦ .. __.-♦.._...: , _9.. -_ _ , a __. - a ♦ t - , • ., , , ; . . - a e . ♦ . • ♦ , . � < i- . ♦ . a ♦ ♦ , ♦ , . 1 J . � _ d _. _..� -..., 4 -___- PROFILE N cD p -♦ ♦ • -♦ ♦ ♦ , ; . . a .- i a , _ ..♦. ♦..._♦ a _ .. ♦ -. a rt. , ,..- ♦ ♦ , ♦ . , i , , , ♦ l ♦ rt . , , rt . , 1- t t- --• ! - ♦ ai..- ♦ -t _} ___,--1- 1 -{. ♦ l HORIZ 1"= 40' V n : co . ORT_ , C , a I-79.29 VERT 1 4# + + T PLAN 1"= 40' + + + SCALE I N FEET 0 40 80 120 160 s M pR��E 0 U w ��U�CumT�F_T , 4 o 577^ 2SE 1 �5 � v 0D o 3 26 `� v 3 SCALE: 1 " = 40' Z�T L0 � i m °° ° T(P• N t �rZ mrr � � w� coo 8� 3 �,�` 0 L j � � o � 00 ro v N G�:r- 1 1 10 9 8 O, 30 C14 1`0 0 N 2� o NP•± o \ 24 RP 12 8 LU+I N J 7 8 7 I 18' 18 12' 00 o � X �RRg"11 2♦4 PO 0' m cQ w N ? L C)00J J 12 9 ?s Q�� 3 5ve X _ x -A H M U D m ca - LL_ L.� 7 M N - - \ N +v a,rn ^ rn o co m rn $, cr? I 8 `� 1 L - _ 44.4 r ST. LT. co `1s X o r` 00 o v co + J M rn v �1 rn is r\ $ , t» C1 - Woo---e WATEIC` r 8 Op rn o U cD r` ao rn Q I Z � 26.06 X I-ii cn r- o II to c� -- °� 3 rn rn o U o rn o+ oo _+� 3 rn n �� rn ^ U II m 1 - � - _ _1 , �Q C/1 ca M 13 N 00 cv ,;� W c� 3 r i '��C� I l 'p9 $ f t,c C7 13.2 1 �is. a> o No - + + rn rn o ��o'fid' I ` p , / Ofl O Ni 1'04.4 _ + 1 N rn rn rn 'sex 0� �l X15 Al 3 C5 X X X �� 41.53 43!;jr _ TYP. + j� I X � L=33.82 25 Cy OGiQ i 58 48.43'- _ - - - - 1 4.00'- - - - 16.24 ��- - - - :1 .oCq�' / K�s•so� - -- -14 46'_ � �` II � OOVR� 15 2 �0�8� � r`a'r. >> 4 j s3 .bt � '� ��A� 13 cF X4'1._ 95.86FS 43'� ca ___ __ __ � _ _ _- - ----CS-----d_ ---- -- -- -- ----- - - s, 1 I ORE P1 pRNE P� 15 � X X� •� � � h ,- -__ 96.0$FS 3 N C8 -rt N8T47'0 73.79' �� TYP. I c1 SN OE GOM titi 6 0� ��X o�� <\c, Q 50.68' / -- - - - _ rias So'38'w 1 - I 1Ok� 40 c� 8 - of C��'� o ' 95'T4� --- - - .1 - - - - -O ---- -� - -� -- _- }--- -� - - - __ c 1 67.48 I :: 4 01 9 o �(P• c� o OF o 0D PROP. 8 WATER - LOT C A \ 49.8T 7.9 s� 3 IL ao o w w 14 l ,� ' 6 0 m �r , 99.97' 120.00• � 14.42' L=49.42 94.63TC6, 94.13FL 6 R �,`� 10+45.00 ECR 1 6 43.,0 's+k 3� 5238' 1 �, r w53 ES 95.77TC, 95.27FL o NP• L 14 �I 14+83.24 BCR rn 3 m N c' �1 Cq g 94.57TC, 94.07FL 3 N rn o a U_ _j 3:: �o 4.51 i� x + N v~i vi '`� rn U2e � e3.�► EC ' 14+49.23 + + 00 8 o N Li CIO 94.03TC, 93.53FL ', ST. LT. �7 8 M 7 ^ SHORE PINE COURT 14+29.08 BC L-5.75• " ' 4 7 5 6 C) C" ^ 0 11 7 93.67TC, 93.17FL =10.43 9�r0 w C-) w U 3 "' U N O rn o a+ 30 `- 30 7 DESCRIPTION of REVISION DATE APPROVED 1 1 g' 118' 1 ' CURVE TABLE 2' CURVE DELTA RADIUS LENGTH TANGENT CITY of RANCHO CUCAMONGA co WHITE F COURT C1 13'30.04" 770.00 181.44 91.14 A tt I C2 93'33'03" 27.00 44.08 28.73 C3 94'22'36" M.0 44.47 29.15 TRACT 16116 C4 6'05'25' 788.00 83.76 41.92 RIVER BIRCH PLACE STREET CONSTRUCTION NOTES C5 6'02'31" 752.00 79.30 39'69 STREET IMPROVEMENTS C6 8'37'35" 113.20 17.04 8.54 SEE SHEET 4 1 CONST. 3" THICK AC PAVEMENT OVER 4" AG. BASE (MIN.) C7 21'49'12" 112.00 42.65 21.59 WHITE FIR COURT � CURVE TABLE 3� CONST. 6" CURB AND GUTTER PER CITY STD. NO. 104 CS 211'19'32' 38.00 140.16 135.53 CURVE DELTA RADIUS LENGTH TANGENT 4 CONST. CURB TRANSITION-ROLLED CURB TO STANDARD C & G. & SHORE PINE COURT C1 15'42'57" 535.00 146.75 73.84 a CONST. CROSS & LONGITUDINAL GUTTER PER CITY STD. PLAN NO. 106-A. C2 9.14'32" 102.00 16.45 8.24 6 CONST. SIDEWALK 4" THICK, WIDTH PER PLAN, PER CITY STD. NO. 103. APPROVED BY: DATE: C3 110'04'08" 58.00 111.42 82.94 7 CONST. DRIVEWAY APPROACH PER CITY STD. 101-A. Underground Service Alert C4 10.00'00" 102.00 17.80 8.92 14 INSTALL STREET NAME SIGNS PER CITY STDS. 401-A & 401-B. �Q CITY ENGINEER �_ �� RCE: 24953 C5 5,00,0 " 553.00 54.12 27.08 15 INSTALL R-1 STOP SIGN AND "STOP" PAVEMENT LEGENDS PER CITY STD. NO. 401-B. Z DESIGN RECOMMENDED �'p� �FF. c� MADOLE & ASSOCIATES, INC. CALL C6 5'36'26" 517.00 50.60 25.32 18 INSTALL STREET LIGHTS 5800 H.P.S.V. BY S.C.E., PAID FOR AND COORDINATED BY THE F' EF m C7 25'02'19" 112.00 48.94 24.87 DEVELOPER THROUGH THE CITY TRAFFIC DIVISION. No. 62183 �V CONSULTING CIVIL ENGINEERS �j, .� TOLL FREE AND LAND PLANNERS ."4 C8 7.58'43" 112.00 15.60 7.81 19 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. EXP: 9-30-05 DRAWN 10601 CHURCH STREET, SUITE 107 SHEET m 1 -800 C9 213'01'02" 38.00 141.28 128.22 20 ADJUST MANHOLE GATE VALVE TO NEW GRADE RANCHO cucAMONCA, 11 9,730 .-•� 227-2600 C10 90'00'00" 42.41 27.00 27.00 4- INSTALL SIGNS AS NOTED ON PLAN PER CITY STDS. 401-A & 401-B. Ty C1V1� ��P SS/DJ C909) 9aa-,3,1 5 OF 11 23 CONST. LIMITED ACCESS CURB PER CITY STD.NO.105-C (LENGTH=25' W/ 4' TRANSITIONS) CAL CHECKED CHECKED RCE No 62183 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG DATE 3'r 2'O 3 FILE No l 0 7b PROJECT SHEET N0.�2__OF J:\652-1349\Street\st05.dwa.03/12/2003 03:48:02 PM.SC BENCHMARK - : 3 33% BENCH MARK No. 150- ELEV. 1507.007 FD. CHIZ. ® IN MIDDLE OF CONC. PORTION OF tOb' VC 42.41' t�40.05' t=t 29.6 t' �_�t.�' 3.14 HEADWALL AT S.W.C. OF SUMMIT AVE. do EAST AVE. P1=73.97 O.C. O.C. O.C. O.C. PROPOSED TOP OF PROPOSED TOP OF N'LY CURB U U m � r � itf'LY CURB L=20.37' W _ >00 cD EXIST. GROUND ¢ CID CD . AGROUND 8 �ci M o> '� In O.C. ®N LY CURB n N L CURB o ao ' 57.53' �- o as , Y o 0�i o'no + e�i rn .t w � co m + ♦ + n + 01 M2 PI=62.27 o st o + U co in ca � o+ $ + av �. A � 470) 00 _69 1tC 3 6 L=10.830 n . � 4.6 ° : Pi-84.83 t't r�6.y m rD to 0! + y' A � "- 50.74' VC 10 v cv t PI=84.80 J o > N 4� PROPOSES FINISHED r� i PROPOSLD FINISHEb to 7 P9.s4.93 SURFACE ® CL 'c n N xN SURFACE 0 CL am m 4 � EXIST. GROUND 0 ,� n v ^ n .o O _ 1001 VC . O CL o w oC ^� EXIST. GROUND o o�0) 0 � � 40.53' Pt=64.18 ✓ M n CL nCD co ori ori n m + M oo n tti n n °� `n °' " ao o O cc °I° N m n Q L,/4 L/4 L/4 + 00 + to p siF cC O j N tV cD I r- �j � _ d O 115 ♦ (O r n �' Z. Ui .: �t:J ©j '. D Of �� O! iA O '� ° i7 N �, �. . . +40 VC 0i 00 3 33$' O O n c� 1 DO' VC PI=75.02 9� o o o PI=73.94 '10 1 ° PROPOSED "TOP OF �f o c. + o �.-- S'LY CURB o r PROPOSE[ tOP OF U " > COST. GROUND S'LY CURB j c g g O S'LY CURB Z•�$ EXISTS GROUND o `� oo `°oo N oo '� o rn o _. 1.94 219.32'1f� ® SLY CUR rn 4 ,� ri "? . N _ o � . rn n : �.1 � N rn . _ Lf)o - n p P1=64.93 a c0 n + ^ + + + n ? ��q G' '1q° . to h . O M Q W n O +� n + cli C4 of to ab 50' '�> 0 :p) �' In `ap N '�` L=45.24' o g M + wi PI=62. 7 M PI 63.00 w 0 � it + w- -�� L=42.76' O.C. m m CO 0) - U + O.C. -` $ + n _ N NtC o o PORTION OF 100' YC Z'fD MC14 + r, OD 53.78' YC �? a °�o. P1=73.97 rn + P1=84.83 ? *ft X.N Z ♦ t,t m + 28.20 _ - n pp O O w - n - F 0.64x g n a`� n m ca * NOTE: PI 79 16 00 O + n PROFILE CONTRACTOR TO VERIFY 40.53' L�24.3�' amo h + g n ►� L/4 LJ4 L/4 35. VC HORIZ 1"= 40' PRIOR T CONSTRUCTION: . : L=139.28' O.C. L�57.53' f7.C. O.C. N N ^ I,/4 1,/4 l/4 L/4 PI- 6.50 'VERT 1"= 4' 10+00 11 + 00 12 +00 13 +00 14+ 0 PLAN 1"= 40 15 +00 16 +00 SCALE IN FEET 0 40 80 120 160 7 BLUE GUM DRIVE LINE TABLE SEE SHEET 2 LINE BEARING LENGTH I 60, . L1 N20'18'09"W 10.00 7 2 18 18 � 1 T"311 15' WIDE STORM 7 18 J1S CURVE TABLE DRAIN EASEMENT N O 8 CNA M 13 ,Q� CURVE DELTA RADIUS LENGTH TANGENT U � ^ J mJv � C1 28.21'49" 300.00 148.51 75.81 2 �'' w Go J U � J rn v o v I m Q^, m 7 C2 16'28'26" 300.00 86.26 43.43 3 3 _ r i �' m `a + N _m w 0' m c; W vm m ,O C3 0'47'50" 300.00 4.17 2.09 O `O + ~ rn O O II M II r` rn �p Ln GV II 40 LO m N M of O N M N 3 st 3 n O > C4 209'59'58" 38.00 139.28 141.82 U-i C5 14'59'59" 112.00 29.32 14.74 �I 33 32 31 vo rte-_ o(�I ri, 18 v 3> + + + + C ,+� +L6 II v C6 14'59'59" 112.00 29.32 14.74 J N ,� ori ' ^ + 3 C7 95'59'45" 27.00 45.24 29.98 3 20 � J / C8 90'43'53" 27.00 42.76 27.35 �0 18 6 TYP m J U N = C9 90'00'00" 27.00 42.41 27.00 N12•rr 341Y * n� _ _ v ^ � m L m-j off, / C101 23'21'09" 318.00 40.05 961 65.72 16.59 24.80 5753. * * * * ' 14 osb��`' 19 rn ao �m v / C12 21'35'38" 282.00 106.28 53.78 / -- -- - - O I _ \P 00 N + / 013 16'28'26" 318.00 91.43 46.03 3 V ? U-)00 00 + ca ,O o, 014 16'28'26" 282.00 81.08 40.82 t N3711'33"W _ -- - -- C 2� rn �O - - +� - - ---- - -- z�-- - r 1 'k TON C 15 1'57'08" 318.00 10.83 5.42 34 PROP_. S D. 1 3 - -- �' I la cr * ST (T FXT N 0� C6 -_ r - - - �p 0k I \ 3 co c0 V r- oo Q / 63.98' ^✓N _ * _ * � * � 7 �Q p4? 32 so -- s -- -,y zl 1 - - - 14 C1? 3 O ,Ok�00�S * *5�5 +=i 15 s. 6p• 19 / 19 I TYP. � m L0 C) TYP. m I ad * �° 4� C" N L � �� 3 6 �� 37 to I W Lo 1" `ii * c L r 3� ro Q' C) ,,� o o rr- J t�> 6 r3 35 .I N 1I I M o00 M CID _ 00 19 o v , cD N C r� ^ I m o ' 3 m rn O 7 �7 ^ i - a 19 w �� ° LO CO TYP. o�<� DESCRIPTION of REVISION DATE APPROVED 0 18 13 +� ''^^ ti `\ XCR 12' 18' �8' �hx h CITY of RANCHO CUCAMONGA IR kl^ x � I 1 6 C-1 Jar A STREET CONSTRUCTION NOTES TRACT 16116 / ' 1 CONST. 3M THICK AC PAVEMENT OVER 4" AG. BASE (MIN.) STREET IMPROVEMENTS ASHTON COURT CONST. 6 CURB AND GUTTER PER CITY STD. NO. 104 ASHTON PLACE � 6 CONST. SIDEWALK 4" THICK, WIDTH PER PLAN, PER CITY STD. NO. 103. ASHTON PLACE 61 rnl... 7�CONST. DRIVEWAY APPROACH PER CITY STD. 101-A. & ASHTON COURT 12 CONST. LOCAL DEPRESSION PER CITY STD PLAN NO. 307. 13 CONST. CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 "W" PER PLAN. 14 INSTALL STREET NAME SIGNS PER CITY STDS. 401-A & 401-B. APPROVED BY: _ DATE: / 15 INSTALL R-1 STOP SIGN AND "STOP" PAVEMENT LEGENDS PER CITY STD. NO. 401-B. Underground Service Alert 18 INSTALL STREET LIGHTS 5800 H.P.S.V. BY S.C.E., PAID FOR AND COORDINATED BY THE QE#Erq� CITY ENGINEER �� {�{{ ? RCE: 24953 DEVELOPER THROUGH THE CITY TRAFFIC DIVISION. Q``9 �N�S CALL 19 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. DESIGN MADOLE & ASSOCIATES, INC. REC ED O �� EF CONSULTING CIVIL ENGINEERS TOLL FREE 20 ADJUST MANHOLE/GATE VALVE TO NEW GRADE No. 62183 Ln m AND LAND PLANNERS 1 _800 Exp: 9-30-05 DRAWN 10601 CHURCH STREET, SUITE 107 SHEET m Z11- 227-2600 s�q� C'v`� ��\P RANCHO CUCAMONGA, 91 730 OF r'1 DJ (909) 948-1311 6 1 1 F�CAL�FC CHECKED RCE RCE No 62183 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG1 DATE 3'3 '03 FILE No 1 PROJECT SHEET NO. 1,� OF J:\652-13491Stree11st06.dwo.03103/2003 01:15:01 PM.SC BENCHMARK BENCH MARK No. 150- EII 1507.007 FD. DI ' ® ' IN MIDDLE OF COW. HE"ALL AT S.W.C. OF SUMMIT AVE. & EAST AVE. PS1411.6 R -__... - - - - itOt1GH GRADE i 0V LIJ -- - _ � 0 W e \ —� R \ V' W < N s < � g .� t ��• '� '4 1 0 - 1466.6 33 + 14 464.4 Z W O Z�� 14 i'<'. '1 c� 52 o <�� - 1469.6 �- - g _ (V U< 52 ?41,3.5 1 - -- -�© _ . .,1<ye v tQ U� n Via' _ - -- - �• _ — - 4 -21 1:35x- - $3r� q� _ 1.8G?G F:0 69 U r - 3 74 a+•V5, tx O iK x fC _ s N N N �2 N 89'50'07 -W 1514.78 U O �N 53 N CAPTAIN SCOTT TRAIL Q RES( - t 1 - - -- - __ DENTIAS --- _ W _ --- - 0 12870 C E D r X _ �� / � . : ➢ WALE 1 �� g � �W / POOL OBSCURED x 1460: f _ d + TR. � 2.5' BDRY REWOW ENST. FENCE ! TREES PROPOSED PERIMETER AS REQUIRED WALL PER rlwl 20' TRAIL 5' 15' STORM AI FENCE RAN / 7A4L 2-,'A14_ FE/VGE G'ONC. Mow 57F/P- DRAIN EASEMEM 10' EXIST. 5' PRIVATE DRAINAGE PROPOSED PEIMIETER 1.25' 1.25' Exlsr. TRAIL TRAIL RAL FENCEoRA ,� �� CONCRETE BAR 53 ' EASEMENT � ' 2:1 0.2 CONCRETE BAR 5Q DRAIN THRU WALL 57 SLOPE "V" GUTTER It GROUND 2.5' SEE DETAIL ON Slit. 8 EXIST. 52 DRAIN THRU WALL PAD — — — CI. 2Ox t GROUND SEE DETAIL ON SHT. 8 MON ^ n : — o o 0 0 45• PROVIDE 1/2" RADIUS � ON TOP EDGES RECONSTRUCT DW. 4' D.G. - INSTALL 12 1/2' TRAIL AS REQUIRED GRAVEL OR ROq! COBBLE INSTALL t 212' V—DITCH DETAIL r-.. 52 SECTION A—A ` _- ' •y_r GRAVEL OR COBE N.T.S. `•--s'~';`;;.� ::, it N.T.S. ® SECTION C—C w�= ; SLOPE > 49 /NSr.QLL Z-Rq/L FtNCE N.T.S. "�_t,` POUR CONCRETE I •' �;- Go�vG. MOlS/ A7�/f? CRY s' UNDISTURBED SOIL REl10VE EXIST. 20' TRAIL 5' 15' STORM :_' . �-_.4_:4a• •. i FENCE IAEESf'E#RIAREf£ft- p EASEMENT TRAIL AS REQUIRED PROPOSED 20' WALL PER OLL FENCE RAN ATE DRAINAGE PROP. PERIMETER � c < PLAN :•: � 10' EXIST. 10' S' EASEMENT WALL PER WALL 1' FDCE PLAN RAIL EXLSF� TRAIL L PRIVATE DRAINAGE y7 1 M WALL 3 53 1 FASEIE!(T SEE DETAIL ON SHT. 8 DW. 5252 2.5' t CONCRETE WATER BAR SECTION 1-1 GROLI10 2.5' °39• 5A CONST. 6' P.C.C. X-GUTTER 55 DW.C ,;,PADMOW MIND 2% (HEAVY BROOM FINISH) DETAIL -u--- -L• Q 56 —GUTTER DETAIL NTS - i� N.T.S. INSTALL 12 1/2� SEE STREET IMPROVEMENT PLANS RECONSTRUCT DIST. 4' D.G. ,a ~� INSTALL t 2 1/2� GRAVEL OR ROCK �E FOR COMMUNITY TRAIL CONSTRUCTION 5� ROQ( AS D SECTION B—B 51 GRAVEL RIR COBBLE 5' SECTION D—D N.T.S. SEE SK. 8 OF 11 EAST AVE. 5' P�RNATt 1 I I o 'V• D NAG 32 PAD/UNE c ✓ C> ,\ SEMEN 5 F— }" 4 20T _ ISAIAH P. � D / ___) —� \ - I 2, 5' WITH T _ _ - T , C 7 NA _ --- — -- - _ ---� 5 460 - W �� - l - 1 1I W - - - - 1462.3 z -- - - �,S,EI,AER4T _ - - _ __ j M N - _ .r 0 �1 58. 7 N _ � I Z \ fi 1461. 7 -f 25 I 2 - + '460.4 - 1459. 4 - - 74 �� - �' - -- 1- J — W — — - - _ hb 4 5_1 ,. � - - _ —146Z.Z ?4fi 1459.5 �c�• � .Wr _ t ti � Q._4_ ✓ 51 �<. - - — 6 I - 69aC �c — 0- -. -. - - _ 449 - Lq I— _ _ -- �s LI .62'- _ .CAPTA��.' - Q .• ->_ - _•_• -- _ � — - - -. - _ � - _ •. `� _ __ _ __ __sem- < _ __.--T . ` • — — •yT -T- W �.. ,- f C SIG INSLL D L HERE ON i -TRML INSTALL STANDARD L r p }_ ti- v / PER Q AIL HEREOI4 r� - i iB3SCUKLL) AyVOrAW 6 5o - L.f P•U.G. Z- III FENGE . e G✓ 1VV 16110-,4.• j = INSTALL COMMUNITY TRAIL VEHICLE GATE WITH SIDE ACCESS PER CITY STD. RNOW ALL RAS ' INSTALL 00 TRAIL VEIJICLE GA ' AI10 TRAIL NA�,IES; L •opt 1006—A ADD TRAIL DENTInCATKUN SIGNS; ADD GRAVEL ALONG GUTTER 0 TRAIL ON SHEETS 7 8. / ,4Q?f,9 Z-RAIL t 4CE ¢ (,atiG- law 97x�P & 64-MIM -2'4# COMMUNITY TRAIL CONSTRUCTION NOTES � Mft-, w�r� Lao 72:v 5 01 51 CONST.STRUCT, OIDE P.C.C. Y-GUTTER MMUNITY TRAIL 'W" PER ERAN, PER R DETAIL HEREON. STANDARDS DESCRIPTION of REVISION DATE APPROVED 1001, 1004 - GATES TO BE PROVIDED TO REAR YARDS.53 REMOVE PVC FENCE h SALVAGE PER CITY INSPECTOR'S INSTRUCTION. CITY of RANCHO CUCAMONGA 54 INSTALL BROOKS 18"X18" CATCH BASIN 'V' = 36' Rotrt leaf punt green A WITH 12' PVC TO ADJACENT STORM DRAIN. Rout arrow and letters 56 CONSTRUCT DAIL ON VSHEET P.C.C. X-GUTTER (HEAVY BROOM FINISH) � aF paint white TRACT 16116 � 10 57 L-1 4x4 Redwood post: let 58 CONSTRUCT 6' X 6' CONCRETE MOW STRIP PER CITY STD. NO. 534. weather COMMUNITY TRAIL IMPROVEMENTS � c � a JTMDA D TRAIL 51gN APPROVED BY. DATE. Underground Service Alert ,� �FEssl�,,_ CITY ENGINEER RCE.' 24953 ' CALL v ,,q TRA1L NAME , DESIGN ERF/RM MADOLE & ASSOCIATES, INC. RE M DED �p CONSULTING CIVIL ENGINEERS 1� No. 62183 to *1 AND LAND PLANNERS � TOLL 800E SCALE IN FEET N * E>�: 9-ao-os * DRAWN 'RANc JO9 sON�;•3CSUITE 9 i3° SHEET :-4 227-2600 0 30 s0 s0 120 v ''�, C1 �� ss ` ti s21a3 7 of 11 --- CA CHECKED RCE No DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG DATE <<•(3 ''3 FILE No PROJECT SHEET N0. OF JA652-13491Streeflstl0.dwa.11/13/2003 09:15:01 AM.SC SEE SHT. 7 OF 11 BENCHMARK BENCH MIRK No. 150- EL EV. 1507.007 FD. CHS. a ® m IN MIDDLE OF CONC. FIFJIWIIIl AT S.W.C. OF SUMMR AVE. EAST MME. 3 4 / 31( �' - �� oti /K; � .°�• s, G� 36 00 INSTALL STAMMKU TRAIL SIGN PER ZETAIL ON ? W SHEET 7 r, i / r /� ,� , ',£9'S l£ SM �, TRAIL,' '� O %OL z �� w �� ' O s2 811 + ti m � � � r .� Cotes xo's� s moo. / V N J `� YO c? '3 LL S O� S t / (JJ 1�4 �S` ��.. X09• .� ` , `�'� 4 O' ` W %0*10, _ PER r X / -J '' UGH GRAD PIN r x / 38, % STANDARD TRNLf�s DETAL CM OINSTALL COMMUNITY TRAIL VEHICLE GATE WITH SIDE ACCESS PER CITY STD. 1006—A -�� SCALE: �1'=3�0' BANYAN ST. >N12462 DTR (�J, Cn INSTAL / r \ O _ o _ J 1SIGN PER DtTAIe-'O%!"4 + T SHEET7, - 12 245' 40, `I f "77 EXISTING TRAIL ACCESS _ J L CONSrti w IDRIVE APPROACH -406 STREET' IoENT R COMMUNITY TRAI r – V–DITC — - –- -- – w H S . . E • � N » v ; O r 376 �5:t r 3.OX r 0 Q_��p 3.65X 2 9376 ' I m _ 4.0676 Q / N PRIVATE �, N RNA ; ROucH PER 52 �°' _ INSTALL COMMUNITY TRAIL �f ,� s „ ,, tN N t� 1 CSIRAL A PLAN fire h VEHICLE GATE WITH SIDE w > ( DRAINAGE O W ,vI � EASEMENT - o , _ -^ � ACCESS PER CITY STD. 1006—A \ rrIAV) y 16 , 15 ( 014 /74cy) cgt I I - . I I I . , ti� U J�1 3 2. k FL COMMUNITY TRAIL CONSTRUCTION NOTES 5' 20' TRAIL 20' PRIVATE 51 CONST. 2.5' WIDE P.C.C. 'V'-GUTTER PER DETAIL ON SHT. 7. WL � CORRAL AREA 5 N 1001, 1004 GATEO BE PROVIDED TO TEAR YARDS. STANDARDV PER PLAN, PER CITY S LANDSCAPE SUPE PER s FEtICE PLAN PRNAIE DRAMAGE DSRM GE PROP PERNErER APPRo�m lANo9G�PE 55 CONSTRUCT CONCRETE WATER BAR PER DETAIL ON SHEET 7. rrt1 PER MMI! PIANS EASt]AENT EASE�IQIT 56 CONSTRUCT 6' WIDE P.C.C. X-GUTTER (HEAVY BROOM FINISH) A FT]ICE PIAIt pm WM THRU OLL t t = PER DETAIL ON SHEET 7. SEE W& 15M SE D H" 20' TRAIL52 58 CONSTRUCT s" X s" CONCRETE MOW STRIP PER CITY STD. N0. 534. DRAIN ll/Rl Val. ��` 2% ~— _ SEE DEW HEREON S$ � --~ -- - - 29 WL `�~ Y. � �.. R ON � N\ st 51 WALL DRAINAGE DETAIL S1 cow- WIN cum SECTION G-G N.T.S. SECTION E—E 1 RENOVE All RAIL • LNSTALL COIWMIY TRAIL VDNICLE GATE,• ADD TRAIL NAl B; L• 0�{ ADD TRNL WO FICATION SIGNS; ADD GRAVEL ALONG GUTTER • TRAIL ON HM 1 ! & 1R. 10' BDRY 10' AASDANT n EXIST.1R11L TRAIL Q II DESCRIPTION of REVISION DATE APPROVED pCITY of RANCHO CUCAMONGAcamt EIDSIMC PROP. PERIim 11= WL I I 4' D'G' M WAU FENCE PUW II 5Q WmTm ■ l I SEE Dom" HEM TRACT 16116 51 COMMUNITY TRAIL IMPROVEMENTS '' EXb11NG v-atal SECTION F-F N. . . APPROVED BY- - DA TE. Underground Service Alert CITY ENGINEER RCE.' 2495.3 ' CALL , DESIGN MADOLE 8c ASSOCIATES. INC. RECO ED gyp/ / CONSULTING CML ENGINEERS NO. 62183 N AND LAND PLANNERS 44 TOLL FREE 1 -800 SCALE IN FEET 9- DRAWN 1OsN O �) 95TREET.ISUITE 107 * �' * RANCHO 9GUCAMON CA 91730 SHEET � 0 3o so so 120 ,,�Cl v��-��`� ss 8 OF--Ll- 227-2600 � �CALtF CHECKED RCE No 62183 DRAWING N0. cv TWO WORKING DAYS BEFORE YOU DIG ftp[ I -7 DATE ti�.l?•03 FILE No ! !� PROJECT SHEET N0. OF J:1652-13491Streettst1l.dwo.11/1312003 0'9:15:13 Mt W ! 1 BENCHMARK BENCH MARK No. 150- EII 1507.007 FD. DI ' ® ' IN MIDDLE OF COW. HE"ALL AT S.W.C. OF SUMMIT AVE. & EAST AVE. PS1411.6 R -__... - - - - itOt1GH GRADE i 0V LIJ -- - _ � 0 W e \ —� R \ V' W < N s < � g .� t ��• '� '4 1 0 - 1466.6 33 + 14 464.4 Z W O Z�� 14 i'<'. '1 c� 52 o <�� - 1469.6 �- - g _ (V U< 52 ?41,3.5 1 - -- -�© _ . .,1<ye v tQ U� n Via' _ - -- - �• _ — - 4 -21 1:35x- - $3r� q� _ 1.8G?G F:0 69 U r - 3 74 a+•V5, tx O iK x fC _ s N N N �2 N 89'50'07 -W 1514.78 U O �N 53 N CAPTAIN SCOTT TRAIL Q RES( - t 1 - - -- - __ DENTIAS --- _ W _ --- - 0 12870 C E D r X _ �� / � . : ➢ WALE 1 �� g � �W / POOL OBSCURED x 1460: f _ d + TR. � 2.5' BDRY REWOW ENST. FENCE ! TREES PROPOSED PERIMETER AS REQUIRED WALL PER rlwl 20' TRAIL 5' 15' STORM AI FENCE RAN / 7A4L 2-,'A14_ FE/VGE G'ONC. Mow 57F/P- DRAIN EASEMEM 10' EXIST. 5' PRIVATE DRAINAGE PROPOSED PEIMIETER 1.25' 1.25' Exlsr. TRAIL TRAIL RAL FENCEoRA ,� �� CONCRETE BAR 53 ' EASEMENT � ' 2:1 0.2 CONCRETE BAR 5Q DRAIN THRU WALL 57 SLOPE "V" GUTTER It GROUND 2.5' SEE DETAIL ON Slit. 8 EXIST. 52 DRAIN THRU WALL PAD — — — CI. 2Ox t GROUND SEE DETAIL ON SHT. 8 MON ^ n : — o o 0 0 45• PROVIDE 1/2" RADIUS � ON TOP EDGES RECONSTRUCT DW. 4' D.G. - INSTALL 12 1/2' TRAIL AS REQUIRED GRAVEL OR ROq! COBBLE INSTALL t 212' V—DITCH DETAIL r-.. 52 SECTION A—A ` _- ' •y_r GRAVEL OR COBE N.T.S. `•--s'~';`;;.� ::, it N.T.S. ® SECTION C—C w�= ; SLOPE > 49 /NSr.QLL Z-Rq/L FtNCE N.T.S. "�_t,` POUR CONCRETE I •' �;- Go�vG. MOlS/ A7�/f? CRY s' UNDISTURBED SOIL REl10VE EXIST. 20' TRAIL 5' 15' STORM :_' . �-_.4_:4a• •. i FENCE IAEESf'E#RIAREf£ft- p EASEMENT TRAIL AS REQUIRED PROPOSED 20' WALL PER OLL FENCE RAN ATE DRAINAGE PROP. PERIMETER � c < PLAN :•: � 10' EXIST. 10' S' EASEMENT WALL PER WALL 1' FDCE PLAN RAIL EXLSF� TRAIL L PRIVATE DRAINAGE y7 1 M WALL 3 53 1 FASEIE!(T SEE DETAIL ON SHT. 8 DW. 5252 2.5' t CONCRETE WATER BAR SECTION 1-1 GROLI10 2.5' °39• 5A CONST. 6' P.C.C. X-GUTTER 55 DW.C ,;,PADMOW MIND 2% (HEAVY BROOM FINISH) DETAIL -u--- -L• Q 56 —GUTTER DETAIL NTS - i� N.T.S. INSTALL 12 1/2� SEE STREET IMPROVEMENT PLANS RECONSTRUCT DIST. 4' D.G. ,a ~� INSTALL t 2 1/2� GRAVEL OR ROCK �E FOR COMMUNITY TRAIL CONSTRUCTION 5� ROQ( AS D SECTION B—B 51 GRAVEL RIR COBBLE 5' SECTION D—D N.T.S. SEE SK. 8 OF 11 EAST AVE. 5' P�RNATt 1 I I o 'V• D NAG 32 PAD/UNE c ✓ C> ,\ SEMEN 5 F— }" 4 20T _ ISAIAH P. � D / ___) —� \ - I 2, 5' WITH T _ _ - T , C 7 NA _ --- — -- - _ ---� 5 460 - W �� - l - 1 1I W - - - - 1462.3 z -- - - �,S,EI,AER4T _ - - _ __ j M N - _ .r 0 �1 58. 7 N _ � I Z \ fi 1461. 7 -f 25 I 2 - + '460.4 - 1459. 4 - - 74 �� - �' - -- 1- J — W — — - - _ hb 4 5_1 ,. � - - _ —146Z.Z ?4fi 1459.5 �c�• � .Wr _ t ti � Q._4_ ✓ 51 �<. - - — 6 I - 69aC �c — 0- -. -. - - _ 449 - Lq I— _ _ -- �s LI .62'- _ .CAPTA��.' - Q .• ->_ - _•_• -- _ � — - - -. - _ � - _ •. `� _ __ _ __ __sem- < _ __.--T . ` • — — •yT -T- W �.. ,- f C SIG INSLL D L HERE ON i -TRML INSTALL STANDARD L r p }_ ti- v / PER Q AIL HEREOI4 r� - i iB3SCUKLL) AyVOrAW 6 5o - L.f P•U.G. Z- III FENGE . e G✓ 1VV 16110-,4.• j = INSTALL COMMUNITY TRAIL VEHICLE GATE WITH SIDE ACCESS PER CITY STD. RNOW ALL RAS ' INSTALL 00 TRAIL VEIJICLE GA ' AI10 TRAIL NA�,IES; L •opt 1006—A ADD TRAIL DENTInCATKUN SIGNS; ADD GRAVEL ALONG GUTTER 0 TRAIL ON SHEETS 7 8. / ,4Q?f,9 Z-RAIL t 4CE ¢ (,atiG- law 97x�P & 64-MIM -2'4# COMMUNITY TRAIL CONSTRUCTION NOTES � Mft-, w�r� Lao 72:v 5 01 51 CONST.STRUCT, OIDE P.C.C. Y-GUTTER MMUNITY TRAIL 'W" PER ERAN, PER R DETAIL HEREON. STANDARDS DESCRIPTION of REVISION DATE APPROVED 1001, 1004 - GATES TO BE PROVIDED TO REAR YARDS.53 REMOVE PVC FENCE h SALVAGE PER CITY INSPECTOR'S INSTRUCTION. CITY of RANCHO CUCAMONGA 54 INSTALL BROOKS 18"X18" CATCH BASIN 'V' = 36' Rotrt leaf punt green A WITH 12' PVC TO ADJACENT STORM DRAIN. Rout arrow and letters 56 CONSTRUCT DAIL ON VSHEET P.C.C. X-GUTTER (HEAVY BROOM FINISH) � aF paint white TRACT 16116 � 10 57 L-1 4x4 Redwood post: let 58 CONSTRUCT 6' X 6' CONCRETE MOW STRIP PER CITY STD. NO. 534. weather COMMUNITY TRAIL IMPROVEMENTS � c � a JTMDA D TRAIL 51gN APPROVED BY. DATE. Underground Service Alert ,� �FEssl�,,_ CITY ENGINEER RCE.' 24953 ' CALL v ,,q TRA1L NAME , DESIGN ERF/RM MADOLE & ASSOCIATES, INC. RE M DED �p CONSULTING CIVIL ENGINEERS 1� No. 62183 to *1 AND LAND PLANNERS � TOLL 800E SCALE IN FEET N * E>�: 9-ao-os * DRAWN 'RANc JO9 sON�;•3CSUITE 9 i3° SHEET :-4 227-2600 0 30 s0 s0 120 v ''�, C1 �� ss ` ti s21a3 7 of 11 --- CA CHECKED RCE No DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG DATE <<•(3 ''3 FILE No PROJECT SHEET N0. OF JA652-13491Streeflstl0.dwa.11/13/2003 09:15:01 AM.SC SEE SHT. 7 OF 11 BENCHMARK BENCH MIRK No. 150- EL EV. 1507.007 FD. CHS. a ® m IN MIDDLE OF CONC. FIFJIWIIIl AT S.W.C. OF SUMMR AVE. EAST MME. 3 4 / 31( �' - �� oti /K; � .°�• s, G� 36 00 INSTALL STAMMKU TRAIL SIGN PER ZETAIL ON ? W SHEET 7 r, i / r /� ,� , ',£9'S l£ SM �, TRAIL,' '� O %OL z �� w �� ' O s2 811 + ti m � � � r .� Cotes xo's� s moo. / V N J `� YO c? '3 LL S O� S t / (JJ 1�4 �S` ��.. X09• .� ` , `�'� 4 O' ` W %0*10, _ PER r X / -J '' UGH GRAD PIN r x / 38, % STANDARD TRNLf�s DETAL CM OINSTALL COMMUNITY TRAIL VEHICLE GATE WITH SIDE ACCESS PER CITY STD. 1006—A -�� SCALE: �1'=3�0' BANYAN ST. >N12462 DTR (�J, Cn INSTAL / r \ O _ o _ J 1SIGN PER DtTAIe-'O%!"4 + T SHEET7, - 12 245' 40, `I f "77 EXISTING TRAIL ACCESS _ J L CONSrti w IDRIVE APPROACH -406 STREET' IoENT R COMMUNITY TRAI r – V–DITC — - –- -- – w H S . . E • � N » v ; O r 376 �5:t r 3.OX r 0 Q_��p 3.65X 2 9376 ' I m _ 4.0676 Q / N PRIVATE �, N RNA ; ROucH PER 52 �°' _ INSTALL COMMUNITY TRAIL �f ,� s „ ,, tN N t� 1 CSIRAL A PLAN fire h VEHICLE GATE WITH SIDE w > ( DRAINAGE O W ,vI � EASEMENT - o , _ -^ � ACCESS PER CITY STD. 1006—A \ rrIAV) y 16 , 15 ( 014 /74cy) cgt I I - . I I I . , ti� U J�1 3 2. k FL COMMUNITY TRAIL CONSTRUCTION NOTES 5' 20' TRAIL 20' PRIVATE 51 CONST. 2.5' WIDE P.C.C. 'V'-GUTTER PER DETAIL ON SHT. 7. WL � CORRAL AREA 5 N 1001, 1004 GATEO BE PROVIDED TO TEAR YARDS. STANDARDV PER PLAN, PER CITY S LANDSCAPE SUPE PER s FEtICE PLAN PRNAIE DRAMAGE DSRM GE PROP PERNErER APPRo�m lANo9G�PE 55 CONSTRUCT CONCRETE WATER BAR PER DETAIL ON SHEET 7. rrt1 PER MMI! PIANS EASt]AENT EASE�IQIT 56 CONSTRUCT 6' WIDE P.C.C. X-GUTTER (HEAVY BROOM FINISH) A FT]ICE PIAIt pm WM THRU OLL t t = PER DETAIL ON SHEET 7. SEE W& 15M SE D H" 20' TRAIL52 58 CONSTRUCT s" X s" CONCRETE MOW STRIP PER CITY STD. N0. 534. DRAIN ll/Rl Val. ��` 2% ~— _ SEE DEW HEREON S$ � --~ -- - - 29 WL `�~ Y. � �.. R ON � N\ st 51 WALL DRAINAGE DETAIL S1 cow- WIN cum SECTION G-G N.T.S. SECTION E—E 1 RENOVE All RAIL • LNSTALL COIWMIY TRAIL VDNICLE GATE,• ADD TRAIL NAl B; L• 0�{ ADD TRNL WO FICATION SIGNS; ADD GRAVEL ALONG GUTTER • TRAIL ON HM 1 ! & 1R. 10' BDRY 10' AASDANT n EXIST.1R11L TRAIL Q II DESCRIPTION of REVISION DATE APPROVED pCITY of RANCHO CUCAMONGAcamt EIDSIMC PROP. PERIim 11= WL I I 4' D'G' M WAU FENCE PUW II 5Q WmTm ■ l I SEE Dom" HEM TRACT 16116 51 COMMUNITY TRAIL IMPROVEMENTS '' EXb11NG v-atal SECTION F-F N. . . APPROVED BY- - DA TE. Underground Service Alert CITY ENGINEER RCE.' 2495.3 ' CALL , DESIGN MADOLE 8c ASSOCIATES. INC. RECO ED gyp/ / CONSULTING CML ENGINEERS NO. 62183 N AND LAND PLANNERS 44 TOLL FREE 1 -800 SCALE IN FEET 9- DRAWN 1OsN O �) 95TREET.ISUITE 107 * �' * RANCHO 9GUCAMON CA 91730 SHEET � 0 3o so so 120 ,,�Cl v��-��`� ss 8 OF--Ll- 227-2600 � �CALtF CHECKED RCE No 62183 DRAWING N0. cv TWO WORKING DAYS BEFORE YOU DIG ftp[ I -7 DATE ti�.l?•03 FILE No ! !� PROJECT SHEET N0. OF J:1652-13491Streettst1l.dwo.11/1312003 0'9:15:13 Mt W ! 1 GENERAL NOTES: STREET CONSTRUCTION NOTES QUANTITIES BENCHMARK 1�CONST. 3' THICK AC PAVEMENT OVER 4' AG. BASE MIN. 138,500 SF BENCH WIRK Na 150- 8B. 1507.007 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY (MIN.) FD. M ' ® ' IN IINDOLE OF CONC. OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS 2 CAST. 8 CURB AND GUTTER PER CITY STD. NO. 104 1,350 LFBANYANHEADWALL AT S.W.C. OF SUMMIT AVE. & EST ANE. FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR31�-CONST. 6' CURB AND GUTTER PER CITY STD. NO. 104 5,708 LF ' SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE 4 CONST. CURB TRANSITION-ROLLED CURB TO STANDARD C & G. 20 LF TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. t�5 CONST. CROSS & LONGITUDINAL GUTTER PER CITY STD. PLAN NO. 106-A. 1,820 SF s CONST. SIDEWALK 4' THICK, WIDTH PER PUN, PER CITY STD. NO. 103. 20.032 SF h 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER I POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT 7�-CONST. DRIVEWAY APPROACH PER CITY STD. 101-A. 54 EA - 13 12 1 1 1 O 9 8 SHOWN ON THESE PLANS WITHN THE RIGHT-OF-WAY LIMITS OR IN 8 z ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE �-CONST. HANDICAPPED ACCESS RAMP PER CITY STD. NO. 102. 9 EA REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO 10 CONST. CURBSIDE DRAIN OUTLET LOW CAPACITY) PER CITY STD. PLAN NO. 107-A. 5 EA 2 - SUMMIT AVENUE COST TO THE CITY OF RANCHO CUCAMONGA. 11 CONST. CURBSIDE DRAIN OUTLET (MEDIUM CAPACITY) PER CITY STD. PLAN NO. 107-B. 1 EA vZ 12 CONST. LOCAL DEPRESSION PER CITY STD PUN NO. 307. 9 EA 14 h'F 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 13 CONST. CURB OPENING CATCH BASIN PER CITY STD. PUN 300 'W' PER PLAN. 11 EA 01__ HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY 14 INSTALL STREET NAME SIGNS PER CITY SIDS. 401-A do 401-8. 6 EA 6.0 rRO�CT BETE DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY 15 INSTALL R-1 STOP SIGN AND 'STOP' PAVEMENT LEGENDS PER CITY STD. NO. 401-B. 6 EA 1 5 5 6 FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN 18 INSTALL STREET LIGHTS 5800 H.P.S.V. BY S.C.E., PAID FOR AND COORDINATED BY THE 32 EA to 4 7 ON THESE PLANS. �Z =_ (SUMMIT AVENUE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION. Lao 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 19 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. 202 EA =v 1 ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION 0 MUST MANHOLE/GATE VALVE TO NEW GRADE 22 EA TR. NO. 12462 - � 2 1 z � Ij(h 21 REMOVE EXISTING BARRICADE. 40 LF W 3 z # WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. I 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. 2 INSTALL SIGNS AS NOTED ON PLAN PER CITY STDS. 401-A do 401-B. 3 EA h~ PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT 7 CONST. LIMITED ACCESS CURB PER CITY STD.N0.105-C (LENGTH=25' W/ 4' TRANSITIONS) i EA __� � POINTS WITHIN 0.01 FOOT OF SUB-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. r 24 23 W 1 1 ,h HIGHWAY 30 UNDER CONS7RucnoN s. ALL SEWER , WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, STORM DRAIN CONSTRUCTION NOTES QUANTITIES 25 0 48 HIGHLAND AVENUE �� MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. r22 40 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, �-INSTALL 24� RCP b: LOAD PER PROFILE 399 LF 39 41 INSTALL 3o RCP b LOAD PER PROFILE 'S3 LF 3 47 COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED 8 VICINITY MA 42� RCP b:LOAD PER PROFIL760 EAE 460 LF � 21 - AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER 43 INSTALL 48 RCP LOAD PER PROFILE26 = N.T.S. FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR �-CONSTRUCT MANHOLE NO. 1 PER CITY STD. PUN NO. 318 - EA 36 46 j SURFACING. 45 CONSTRUCT MANHOLE NO. 2 PER CITY STD. PLAN NO. 319 3 EA 27 41 46 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. PUN NO. 331 1 EA 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED 4 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. PLAN N0. 336 4 EA �, R/W R/W TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED 48 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN N0. 329 2 EA �--- `,` �� ' � � TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT ` { PAVING. 3 ys11 A 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL �,� i 43 44 12' t 2' TI SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETT-RMINA- COMMUNITY TRAIL CONSTRUCTION NOTES QUANTITIES �. 28 29 30 TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND 51 CONST. 2.5' WIDE P.C.C. Y-GUTTER PER DETAIL ON SHT. 7.. 3150 LF 18' 18' 7.5' 4' 0.5' EQUIVALENT OF AGGREGATE BASE. 5 CONSTRUCT COMMUNITY TRAIL 'W' PER PLAN, PER CITY STANDARDS 65,100 SF TR. . 1 O �'� o z 10.PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT 1001, 1004 - GATES TO BE PROVIDED TO REAR YARDS. SEE SHEET 7 FOR COMMUNITY REMOVE TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION 53 PVC FENCE & SALVAGE PER CITY INSPECTOR'S INSTRUCTION. 1,140 LF OF THE STRUCTURAL SECTIONS. 54 INSTALL BROOKS 187X18' CATCH BASIN Y = 36' 2 EA. Q� '�� 4' WITH 12' PVC TO ADJACENT STORM DRAIN. INDEX MAPCOP_� -L�� - t 4' ---- ------- 11.WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS 55 CONSTRUCT CONCRETE WATER BAR PER DETAIL ON SHEET 7. 8 EA. N.T.S. H , OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING 6 ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR 56 CONSTRUCT 6' WIDE P.C.C. X-GUTTER (HEAVY BROOM FINISH) 5 EA. 1 DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A PER DETAIL ON SHEET 7. 3 3 QUALITY BETTER THAN THE NATIVE MATERIAL. �INSTALL PVC 2-RAIL FENCE PER CITY STD. 1010-A =tfflV=gt &90 i-OF. ® A S H T 0 P LA C E 12.I1F THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 58 CONSTRUCT 6 X 6 CONCRETE MOW STRIP PER CITY STD. NO. 534. 190 LL -k NORTH 0 F BLUE G U M STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED �-INSTALL STANDARD TRAIL SIGN PER DETAIL ON SHEET 7. 5 N.T.S. RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13.ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE RR LL-5.0 R= 65 AW HIS OWN 55- CONVENIENCE NATION OF COF EONSTRUTION QUANTITIESER. THE EFORE SUBMITTINGCTOR SHALL A STREET TREE LEGEND BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT 2, 12' 0.5' SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE QUANTITY TREE SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING STREET NAME R R CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 20 EACH C'nho Bhbo 'Fairmount' Maidenhair Tree 15 gallon 35' O.C. 5' WHITE FIR DRIVE 7' 18' 18' 7.5' 4' 0.5' 55' 14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A 30 EACH Hr,wmVwtx. Flaywn Sweetshode Tree 15 gallon 20. O.C. 5' RIVERBIRCH PLACE PUE AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. a 12' 12 22 EACH • '�, St. Mary Mognoio 15 gallon 20' O.0 5' CARROTWOOD COURT 15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM x 4' 7.5' 18' 18' 7' RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 10 EACH Rhus Lances African Sumac 15 Ilon 20' O.C. 5' SHORE PINE COURT 1 4 tF1rEl LK 003 1 4 DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS • ----tT1<----------- --------- t ----- PUE SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 91 EACH Ari�taaat Ari�tacrot Pow Tnee 15 gallon 20' O.0 3' BLUE GUM DRIVE ASHTON PLACE 16.WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD 29 EACH r t ll TON RT 1 6 0.03 FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED 3 3 t 4 11 4• UPON REQUEST OF THE INSPECTOR. CONSTRUCTION NOTES FOR STREET TREES: WHITE FI COURT, - --------- -----` ---t>x--- 7 TO''FILL SOIL IS BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR 2. PRIORTTO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC OILS REPORT SHALL BE CARR 0 T W 0 0 D COURT EET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 6 1 � 3 3 _ FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES & SHORE 0 R E PINE COURT U R T '8 PRIOR TOEXCAVATION. SERVICES EHO ICENSO SRT AS 2REQUIRED. TWO WORKING DAYS MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. A S H T 0 N COURT PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING. 3 DI�VISIONEET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING T.I.=5.0 N.T.S. R= 65 SOUTH 0 F BLUE G U M A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. RAW RN.T.S. MR. JAMES FREI T1=5.0 R= 65 FOR BASE LINE ROAD CONSTRUCTION B. GENERAL TELEPHONE COMPANY (800) 483-3000 FOR UNDERGROUND SERVICE 12' 12' S' C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 1981 W. LUGONIA AVENUE 5' 7' 28' 28' 7.5' 4' 0.5' REDLANDS, CA. 92373 juamm D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 RAW RAW RLT' WkL TIS 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA. 91730 . 0.04' 004' E. METROPOLITAN WATER DISTRICT (909) 593-7474 12' 35' 12' 1 4 1E11111 4 700 N. MORENO AVENUE -----t- ------------------ ------------- -- ------ ;..>; LA VERNE, CA. 91730 F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 0.5' 4' 7.5' 18' 18' 7.5' 4' 0.5' 6 7951 REDWOOD AVENUE 3 1 3 6 FONTANA, CA. 92336 0.40' ( WM OF AS" 1 IIEIIOVE All BAIL • NCta CO WAITY TRNL VEHICLE GkrF, ADD TRAE 106111i -0 G. PACIFIC TELEPHONE COMPANY (714) 999-56391 4' IFva 1 4' BLUE GUM DRIVE x r. ----t. ------- .=• ADD TRAIL WC1ITTON MIS, ADD GRAVEL ALONG GUTTER • TRAL ON MM 7 Z & 19.THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT _ A EAST AVENUE ENTRY ,I VA0 2 RA/� Gam• IM*w AM,- 6 G�1ol�IiN �,q�T' L-2T0� SHALL NOT BE PLACED UNTIL ALL UTILITIES do UTILITY LATERALS WITHIN = STA. 26+05.71 - STA. 21+71.80 THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS 6 jurc, MW� IAWW.•*v. INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE 6 2 1 2 N.T.S. PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE T.I.=5.0 R= 65 SATISFACTION OF THE CITY ENGINEER. BLUEGUM DRIVEDESCRIPTION of REVISION DATE APPROVED 20.ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, WEST 0 F A S H T 0 N RAN R/W THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS CITY O� RANCHO CUCAMONGA SHALL BE LOCATED BEHIND THE SIDEWALK. N.T.S. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS T.I.=5.0 R=65 12' 3 ' 12' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 0.5' 4' 7.5' 18' 18' 7.5' 4' 0.5' TRACT 16116 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT STREET, CO & THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE STORM DRAIN PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE R DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- 1 `• IE -aor( FSO 1 4•fflK IMPROVES PIANS SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT ' ''� - ----11rIc----------- - t ----- -`` SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- EXISTING SURVEY M 0 N U M E NTAT I 0 N 6 APPROVED BY. L147 IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION �o Underground $e ry I c e Ale rt 6 3 1 3 CITY ENGINEER RCE. 24953 OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT I HEREBY CERTIFY THAT 1 HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD Rp THIS AND THAT HA LTHE PLY CONTINUOUSLY AND NOT BE CTOR DEFEND, NDEMNTFEYD, TO NORMAL AND HOLD TM RKING URS;ER THAT COUIN P DISTURBM BY TFIELD ARE SHOWN HIS PROJECT. MONUMENTS WHIPLANS AND ARE DESCRIBEDCH CURRENTLY CALL BLUEGUM DRIVE � S � DESIGN MADOLE do ASSOCIATES. INC. RECOMMENDED MEEIRS 2r..4 AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, No. 4756 TOLL FREE EAST OF A S H T O N No. 62183 N EF AND TING DMMANNERS IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING ! THERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED 8Y THIS PROJECT. Exp: 9_30- � -800 Exp: N-3o-os DRAWN � ao1 + s•rre�r, sx.�rrE 10� FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE * * & RIVER BIRCH PLACE * * �ANc++o( uw 4 c. C�► 91730 SHEET ENGINEER. 46S.; r 227-2600 N.T.S. 7 Cl v 1�- �� DJ OF CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DATED: AW 4 9W ' T.I.=5.0 R= 65 �CA�tF TWO WORKING DAYS BEFORE YOU DIG CHECKED RCE No 62183 DRAWING;0. ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. WM. ROARO JASSO .l.S. NO. 4756 DATEtlFILE No ' 1� JL PROJECT SHEET N0. OF Ji►=1349SWe&MM.dwo.1ill IP M W14-42M t St