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HomeMy WebLinkAbout1221 DRAWING NO -- GONTRvOI NO i3$ ZqZ �/ OVERLAY NO 138 Z4Z DAlf1 Release Date SEE 3/30/87 TPLANSPM9192 BACKBONE Ili GENERAL NOTES PROVEMEN �97 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA ANDPUVI EWALKITILIrr Zs, 2S. An 51 DEW LTTt STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. AND a1DENALK An a1DEWALK ��/lo/B7 EASEKENi 7. 1ll, la• 7 EASEKEri CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE -----� I I STANDARDS AND SPECIFICATIONS. z 4 4• z 1 9 8 I 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, �1 VALVES, FIRE HYDRANTS, ETC. , SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-MAY ��ZS/88 Ll LEVEL LIK N 171 0'0� _ I 7 6 5 4 3 2 LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, i.�: 1 RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT ON COST TO THE CITY OF RANCHO CUCAMONGA. /ZIllgB 67 66 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR 4 20 4.72 TYPICAL SECTION 10 4 $ / 74 69 68 TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF- 20 7 3 72 71 70 loo- s. CFSMAY. i1•S � Q 1 - N.T.S. i - -� 4. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY _ VARIESANCHOR SHEEj- = ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE SIEVE ANALYSIS SEE PLAN FOR _- _ - _ NO. 2 W AND SAND EQUIVALENT OF AGGREGATE BASE. ALHAMBRA A-I2669 S' TOTAL LENGTH 10 - - _ _ > 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS MAINS OR CROSSINGS SHALL OR EQUIV #3 X 5' B 4' RADIUS 1 1 - BE CONSTRUCTED PRIOR TO PAVING. - - - - - 1 2 1 3 1 4 1 5 1 6 1 7 - -- 6. COMANDPALLION SUBTGRADESESTS FSHABANLL BEENT PERFDRMEDUATINO,C05TNCH T0 THEKCITY,DFCOMPACTING CUCAMDNGAL GROUND A �I A V WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR + 56 57 58 59 60 61 6 2 63 64 65 APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. n . . - - - -�- - T CURB LIME 2 5 7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER 24RC - - - II - - ANGLE M/CURB LINE 24 SEE ACKBON STREET IM- LISTING ALL DETERMINATIONS COMPLETED TO VERIFY STABILITY, DIL CONTENT AND GRADATION OF HENT P ANS PM 192 ASPHALT PAVING. r- n MAY VARY 23 22 S. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF ROCKY MATERIAL, THE #3 ! 3` C.C. I� - - - -o - 4• RADIUS SEE 55 ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF QUALITY BETTER THAN #3 X 5" B SHEET 54 53 52 51 50 49 48 47 46 THE NATIVE MATERIAL. ANCHOR9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE 26 -- - -- - • _ --�. NO Q100= 1.6 CFS Qi�ffS CPS CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE #4 BARS CONT. 3 REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. PLAN 27 -- - �. W SEE STORM 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE STRAIGHT DRAiN 28 29 _ - --- W DMN PLANS THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. TT - �- o�r#.o C1's 1 F ADJUSTING MANHOLE OR VALVE COVERS PAVING REPAIk AND PAVING S' Q 11 . THE RESPONSIBILITY 0 D ALHAMBRA A-12668 13 30 - PER P.M. 9192 1 3 __ - W UTILITY NE 0(ks SEWER AND NATER GAS PHONE ELECTRIC OR OTHER U ILL LI I OR EQUIV #3 X 5' � 32 33 34 r Ql 4t.0 CFS - - 7 i] _._ ____ _,__ � �f - N - REPLACEMENT IN CONNECTION WITH SE E A , , , INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE ACCOMPLISHED IN --� 35 36 37 COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. 38 T T SITE AND 39 45 12. ANY CONTRACTOR PERFORMING NORh, ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH HE SI A \ � CONSTRUCTION NOTES: 40 41 42 43 44 SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR I ?? - vrNA T Qjw".S Cn INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 24• RC I�I� + \ +� \ CE - 13. SHADING ON STREET PLAN TYPICAL SECTIONS INDICATE A.C. PAVEMENT. B tI \ NCHOR O 4' AC OVER 48 CAB PER TYPICAL SECTION 14. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 4B HOURS PRIOR TO EXCAVATION. A (SEE GENERAL NOTE 21) - -_ _ 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0. 40% SHALL BE STAKED WITH 3 OFFSETS AT #3 ! 3' C.C. 44 4 44 PCC SIDEWALK PER STD. DWG. NO. 310 311 7q O-STREET Tffc - 12. 5INTERVALS. PLACE 3/4' DOWEL PINS AT ALL EXPANSION JOINTS. Ab I U 4 _ 7.S' DRIVE 16. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL RE SET #3 X 5' 7 STREET NAME SIGN PER STD. DWG. NO. 402 INDEX MAP AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0. 01 ' OF SUB-GRADE ELEVATION AND AT A STREET LIGHT (5800 LUMEN H.P.S.V.) NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE REQUIRED BY THE CITY ENGINEER �0 r 6' CURB AND GUTTER PER STD. DWG. NO. 303 21 SEE BACKBONE STREET IM- AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PRDVEMENT PLANS PM 9192 V T PERMIT SPOT CHECKING OF SUR-GRADE BY INSPECTION PERSONNEL. #4 BARS CONT. � -- SEE STD. DWG. 501 PAVING 0 PE I S 0 C (MODIFIED PER DETAIL J) (SEE SHEET 1) 4 1/2" - REGISTERED BY THE FOR INLET DETAILS SEE DETAIL 'A' FOR 17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB 6RADE, A SOILS STERILANT ® CONST. LOCAL DEPRESSION PER STD. DWG. 518 1 _ _ _ ` LOCAL DEPRESSION E.P.A. FOR USE UNDER A.C. AND P.C. C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER ' S PLAN B \ CURB LINE (MODIFIED PER DETAIL A) (SEE SHEET 1) DOWEL -' ' I', �; (SHEET 1) 100 0 100 200 RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 6' 83 ! 3' C.C. APtGt,ED DRAIN 4' RADIUS UNDER SIDEWALKDRAIN PER STD. DWG. 507 �'_ ��[ I 9 1 =100' -. 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF DEVELOPER, _ " ' stole teet THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE I I ANCHOR (MODIFIED TO 2' WIDTH) ,,. .• #3 # 6' C.C. � '• SUBMITTING R BID. ANY ITEM OF WORK. REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY Ig 24' RCP LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF SEE 4' iTYP) :'� lill T WORK. M �. CATCH BASIN NO. i (STD. DWG. 502 MODIFIED ANCHOR 19 CITY APPROVAL DOES NOT INCLUDE WATER DR SEWER SYSTEM ESTIMATE OF QUANTITIES.DETAIL H) (SEE SHEET i) TDETAIL 20. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE 24" RCP I , NI "3/4• LIP ® UNDER SIDEWALK DRAIN TYPE C (STD. DWG. 507 � FRONT OF BOX TO LINE CONSTRUCTED AT EACH INTERSECTION. - ONE . SHOWN MODIFIED PER DETAIL 1) (SEE SHEET 1) lil3' (MIN) A.. UP WITH TDP OF CURB 21 . PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND PAVEMENT TESTS TAKEN TO DETERMINE 3' b NS DRiVE APPROACH PER STD. DWG. 305 = ;,.� STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) . � . b" fMIN) PRIVATE ENGINEER .' S NOTICE T_O, CONTRACTOR MANHOLE FRAME COVER ,� CATCH BASIN SEE STORM DRAIN PLANS � �-- ( w a :. b' :': SEE STD. DWG. 502 _ _- _-- _ _. _... /r� L'aNSTQ0CTion/ /VoT�S Folz 3'T3[E�T LB �,,I P.M. FOR DETAILS) Q (MI FOR OTHER DETAILS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ® BACKFILL TRENCH W/ CONCRETE AS REQUIRED ° T ;" JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, 1. 19c� ST¢t-Er Te�ES /92E ra BE Pc.ocE� /n/ i9Ceopp�q,�/C Lc w�Tjy G0/T1/ Sro. Vo/. 11' - INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL Z. ^L4 STlLEErT�FEs Sh'.i Q S•T;,l Ivi Pv_.Qn/�o 7+Ceo2.o��rc, c/7. 4 S7-/->. &a6--A. SECTION A-A PER STD. DWG. 519 .. E 7'D 6' (MIN) APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE frle�r y�FE PES 3f. 17[Q� Cu►vST. /v73. r,�2e•o� 3 So/L FE2riL/Z/�vc. /'fn/.J CnN4iT/ON/rdc. SHr9LC QE ��/ i9cCo,er-�.a..ccE !✓inns SE-Crion/ 3" X 3" CONST. JOINT ,,./eer a�•'w / sq� 3yE�. R SHALL DEFEND INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER #3 Ill 1 C N S s CONTRACTOR A C : - L' n/ F/ Ti F e P e,2,C N o - ■ . T7f v i Co r- u SVP S Iq SP C 6 w S S Q CT' 8� 0 6 7- v e 6 i C.9 o I � if 3 2 0 ( Z Z C.C. ) •� 0 FWtlwr+Q 1 s,oE 3 D HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE L� _ _ _ _ _ _ .J h - - - - - �•( oeG/?n//t_'. SU/L r9mE/�D/✓+��iTS SNAIL. BE [J6E/� GJ/TN 77�1t �7>o Off' ! PA.2T OEVA-N�C 6-#4 , n 1 / S par 1 " ' I p11°�r�6 ' I ' PERFORMANCE OF WORK; ON THIS PROJECT. -I _l__ , ,� . , �•�,� --1 ; �,Z" ; SECTION A-A (MODIFIED) /4r+Itn/OME/VTS 3 P/9/2 TS /vAT,vE S�+,L. ACC 14/V1E/�pI'/7ETtT5 /q'e� kTG 3' X 3' "'l `r *' --II_ -rip II fwe* I VARIES ' --- - - - -i _L , I __1 _ ?N o2ouGr/cv �rl,xE/7 Peio.e Ta 4i9cC CONST. -_ �� roIVIA wrA STD. � THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR 1Aj cc JOINT • -[- -4 ' i Frtow FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO 4' Fff'eT/e_izod r o� Act sr¢c-ET r2�eS ,T�+Ac� kiE PE2 Tf+� 2ECar+.y►r4/vo�ar/o�/s of T J" it at 90' flow s 9.at - Sn �� 3I8N - 1' A" /9GQon/or►r/c -501t-s r2E'Pot2 r Fvi¢/v.arf� a 770 71"0- C/7-v int6PEC Pae V CD -- o z .r DISCREPANCIES NOT 50 REPORTED AND 1 -? ��a �� r� ? DETAIL H CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISC E 6 /vo snZE�r TeEE Sf+Qct_ �E PL.4..,T6� [✓HERE nyE CE../rE/L a/� 7-NE rQi„�,K /s o °m W ► `� I RESOLVED. _ ---� }.--- I L-----� ��- CG o S E2 T/f An/ 7-HP-CE- FE T (7'.7 7Z� T me 1cr9 G6 O� T71E Cu PJS uiv t�2tS o T t1�2 c✓/a� !, W z W r r 6 3 CJI r 3 6 2 1/2': 2': i/4'r 4'd' tj `1 vt 0 LL / GahinirM S1W Angk _L_ o :N..F.« CONTRACTOR_ 6' ANCHOR DETAIL _ro co,vm ,w w/►r r/veyNfO ENGINEER ' S. __ E_ O ......_ Act �r2cE >- rQ E s /4 E S"6TEC7' /wsP L_-T/o^./ r 4ae4�r,'q"d6- .@Y r7�- ci r/ = LOCAL DEPRESSION FOR SIDE sra«T SECTION B-B �NV�N6E-Q. < a.SNga NOTES: OPENING CATCH BASIN PER STD. 518 (MODIFIED) THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES W o a 1.CONCRETE SHALL BE 564-C-3000. N.T.S. SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. THESE W t7 o= 2. TROWEL FINISH TOP SURFACE AND REPRODUCE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE � � �m NARKIN88 OF EXISTING SIDEWALK AND CURB. DETAIL A CONTRACTOR 50 THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/0 9re �z o Z. TROWEL FINISH FLOOR OF OUTLET. GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACTOR I5 REQUIRED TO TAKE DUE U o= ��A�L ' PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES W m J 1. h)=4 INC1fES UNLESS OTHERWISE W" ON GENERAL PLAN. N O T OF RECORD OR N O T SHOWN O N THESE PLANS. W W < < UNDER SIDEWALK DRAiN TYPE C (STD. DWG. Wn MODIFIED 2. POINT A SHALL BE SET AT H INCH BELOW EXISTING GUTTER GRADE. 114z JW SCALE 16 s S' 3. SPECIAL DETAILS GOVERNING THE CONSTRUCTION OF THIS LOCAL 0w O S rm ESTIMATE OF QUANTITIES DEPRESSION ON VERTICAL CURVE SHOWN ON GENERAL PLAN. = W �a � x h- 0,W (FOR BONDTHS PURPOSES ONLY) 24' tC m G ---_---+----------------------------------------------+__--_-----+-------+ :-- 0" i ITEM i DESCRIPTION I QUANTITY 1 UNITS i T.C. ELEV. d �_ 2 +■■_■.■+=.s=====.a....................r.ss=............................... CURB LINE C„O N_T A C TT H E FOLLOWING A S R E Q U_I R E D ., . W I 1 1 4' AC OVER 4' CAB PER TYPICAL SECTION i 76 960 I SF 1 413 HOURS.._ P R I O R TO . E X C A V A T I O N U .: 3 a i i (SEE GENERAL NOTE 21) I 1 I ■ E- 6' ■ Q AdDED STiI'fETTCEESIR&4r,66 NOTES,!3/ENTEC_COA/JULT�INlSI/(/l. /e//O//D +------+----- - 1/2 R 1/2 R 1 4 1 4' PCC SIDEWALK PER STD. DWS. NO. 310 i 311 t 22,230 1 SF I SOUTHERN. . . C A L I_F [ RNIA A_ .. GAS COMPANY : , ._ _ _ _.. CIT Y e/9/vrA.v sT. +------+----------------------------------------------+----------+-------+ TOP OF 2191 E E. BIRCH ST. B DATE APPR. - - oom=-= i 7 I STREET NAME SIGN PER STD. DWS. N0. 402 i _-----4--«--EA 1 :4 1/4• LIP BREA CA 92621 tyl ` '^. / - o>` N +------•----------------------------------------------+- ---+ BATTER 6' 1/2' R PAVEMENT , SLOPE _ (714) 529-2889 (714) 529-2070 fGbTN/LL f!✓Y :;:;:; f I"1 � 1 15 i STREET LIGHT 15800 LUMEN H.P.S.V.1 I 18 t EA 1 , , � c a +___---+________________________ ___ ----_ _--+_______+ �, 1/4' PER 1/2■ Rf�/TURE) ty�/ CITY OF RANCHO CUCAMONGA I 20 i 6• CURB AND BUTTER PER STD. DWS. ND. 303 i 4,328 t LF 1 FT a SOUTHERN_ .. - -__---_C CALIFORNIAA.L I_F O R N Z_A_ .. E D, I,.,S_O N,_.. . .C.O M P A N Y _ L 1 I (MODIFIED PER DETAIL J) (SEE SHEET 1) 1 I a A 1351 E. FRANCIS ST. CCN ANO AVE +------+----------------------------------------------+----------•-------+ 22. m ONTARIO, CA 91761 TiTLE SHEET 1 25 1 CONST. LOCAL DEPRESSION PER STD. DWS. 518 1 2 1 EA ,'a 0 (714) 986-5861 I I (MODIFIED PER DETAIL A) (SEE SHEET 1) 1 1 1 WA CUAMOGACO WATER D I S.T R._L..0.T--._ +------+----------------------------------------------+----------+-------• W fC/TU.'PE (i� 9641 SAN BERNARDINO RD. FOR i 28 I UNDER SIDEWALK DRAIN PER STD. DNS. S07 i 2 1 EA I �7.5 25.5• _--+ RANCHO CUCAMONGA, CA 91730 STR�T 1h1rROYEP,'CFNT PLANS i i (MODIFIED TO 2' WIDTH) i t I o <a�_> a i +------+------------------------------ +----------+---- (714) 987-2591 1 30 1 24' RCP i 41 I LF I MONOLITHIC srsw ,6", A1F01AV ^Alr 00) 6;-: =U 3E=W ---------+-------+ GENERAL TE L.E.P H_ONE._ -_C O M_P A_N_Y =_.. - - _ ll - _ -. N - - -- TRACT NO. 13559 " r 12 g' 1 32 1 CATCH BASIN NO. 1 (STD. DWS. 502 MODIFIED 1 1 t EA 1 V CURB & GUTTER 280 S. LOCUST , P.D. BOX 2920 I i PER DETAIL H) (SEE SHEET 1) 1 i I POMONA CA 91766 QFESSI j -----+----------------------------------------------+----------+-------+ PER STD. 303 (MODIFIED) h QR Oh - ���, oN_s�o w 1 33 1 UNDER SIDEWALK DRAIN TYPE C (STD. DWS. 507 1 1 t 1/109 = V (800) 422-4132 APPROVED BY DATE 157 IJ w 1 I MODIFIED PER DETAIL i) (SEE SHEET it 1 1 I EA t PACIFIC BELL C O_M-P,.A N_Y : yC CITY ENGINEER R. E. 237 _.._. -._ __._....v__.�..__..._..._..___..._____..__..__ ` Z u"f 3939 CORONADO ST ROBERT P. KiNG _ _ _ ff - X12;- z 1 34 1 DRIVE APPROACH PER STD. DWS. 305 1 74 1 EA I DETAIL J DESIGN -- _ _ _ RECOMMENDED ANAHEIM CA 92807 SE o z a o=a 1 51 1 CATCH BASIN (SEE STORM DRAiN PLANS I I I 1. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED NOT MORE (714) 999-5639 aC No. 041341 RJ$ - _ nts, inc. �; I R' i ( P.M. 9192 FOR DETAILS) 1 1 1 EA I THAN 10 FEET APART. METROPOLITAN WATER DISTRICT : DRAW - - "o _ +------+- -------------------+----------+- + "" '" N 1� E. Cooley Drive.ollllonS Catlilorn a 9?24 ll� -------------------------- ____-- METROPOLITAN__.... .. .._.._.______-__.______.__....-._...._.._.__...._....__._._......' _. _. _ .. __ G�3o/9/ SNE E. 1 w 1 72 1 BACKFILL TRENCH W/CONCRETE AS REQUIRED PER 1 I i 2. ALL CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 1111 W. SUNSET BLVD. (P.O. BOX 54153) *' EXPIRES _� LOCATION MAP (7 14) 825-2127 _ � -�_ I I STD. DWS. 519 I 41 1 LF I LATEST EDITION OF THE STD. SPECS. FOR PUBLIC WORKS CONST. LOS ANGELES, CA 90054 CIVIL LM-SAS 1 OF 3 +------+---------"'----------------------------------+----------+-------- (213) 250-6432 CONTACT PERSON: ART KINODP NOT TO SCALE `!' ���' R.C.E. NO. 0 /34 UNLESS OTHERWISE INDICATED. '!I 1 » tSYT2E�PF,esT. 72ET Co�vS%niorE,sh'reEoM► 71 t EA I ■ lF pf SFO CHECKED �-L DRAWING NO. a _ ��coa3. PLACE 3/4 DOWEL PINS AT ALL EXPANSION JOINTS WHEN FLOW CAL C/3 '/1 t �=Uu LINE GRADE IS LESS THAN 0.40%. MINIMUM OF 4. 3X0/87 DATE FILE NO. 1 2 DRAWING NO. - 38/ - RP- 3o - CONTROL NO. //7 .217 u/ OVERLAY NO. //7 217 1 W M.. a v•uL.0 8• UATE By DATE B1 DATE Release Date / o 87 z8� pox 7103 BENCH MARK: NO. 140 ROUND HEAD NAIL ON BRIDGE WALKWAY, I PY•r=6137 m °•� v ` �X IST14G dFZ lJND ! q/ta ' � � I t � 6.5' WEST OF EAST END OF BRIDGE OVER $3.Z 9 WC1. Cw ^ n DAY FLOOD CONTROL CHANNEL, SOUTH SIDE OF HIGHLAND AVENUE. �► �,, # v ELEV. - 1485.617 , / t \b AA '4w 42'" 76 so 4 O Oa c k E Yo Q < d .. . ,� -.__I Vo lt-- .c ...,. <,a...:..o.._. a,.,,,...<a...,...>_...... ....... _<,.._.__........_,-:.,.. ,► 4- ...,.:... -.,- _.. .. » .. d .. .... ..... -.d .. ..a .. _ ..., .._>... .,.>_,..._..._._..»,_..,_.._....,a.,_.>_ >..<,.....,>.,,.. ._.........,a„ Etc +� to It�e t, `-' /. F1r�i SH GRAD -� + ^ - p P � ._ w i C LE ` I tl th. a � v c '44 elk I S+TT1�G IIRQt�RtD `? it/L. fw ;V. r v '� f HI RE4 E fi " ovr j u> vH ♦ a v - Sl3 $ �► SO' V oo/o tEFT' PVI- 6S. 4 * i• �. r` -, t PVS y 1 =6S.18 \� 1 < V 4. �4 �6 0• } V j / N r N 9D off• V5' �. ,� �x I9TING dR0dND ;! i�>M < - _ �; } - �y1� To �+• V W. - VARY Cu�B Ri1cE # ! '` +� a0 tC f to n a \ ; ` M Q �. # �` { s ys r n ^ AJAINGRADE �, o b 1 o O #-- -�- s � o V T li Pox= 11,43 _ _ � FINISH GRADE � 4- %-f� � � h y. � V' � � � � •n ! v � - _ C/L a o QL 1 ' � � � # qty •� f , � � � il v �. 3,0p� 11 ,o-�y, z �- � Q � F �s a ! {FIN SH 1 ^ "` V v '� v f n a v E < X a n IS'fIN� YC. _ • R _ < �i G IIUND Rif r `b �r� � .. PVi r 9v,.�tr , P 2=- B �2 1-D,V X 49 ., q. b• IBJ(I$T I t�G *R*ml ? n - n o o h :5,9 94 I , , t n , Ir o < ,4 Ox 46Rt F r fit 164 sir • Q l w # 0 1570- RT FIriISH R i GRADQ TC RIGHT W �, a � .1 �C �� ► ,t PVS- lE' < < 6 1 E Fj Wr 14 C),-TV _o- ,� C. PROFILE SCALE: re - 1 VARY G � r Y URS f�cE � 40 . M+►!N 7AIN 0 0!i E7ri&TING AROUND: ! /ii � HORN. PL 6 1 . ' � RAbf � � r �r ir, .. i K V E R'� 10 11 12 13 14 15 16 17 18 19 � E J - �•oG � p v !�, 1, y, (EXISTING) � �10 3 is 34 SIERRA CREST �' ' (EXISTING) 34 VIEW LOOP ��`� N ROCHESTER AVENUE 34 iS i5 I; SEE BACKBONE STREET PLANS 3 , P.M. 92921, , 34 15 v ;� E BACKBONE STREET PLANS v 34 v 3 a 3 s-� 34 U �j 67 P. . 9192 34 .c ;��� r p „ Q -D' 4 \ G iZ' B -30 `� 1S v N �?c J i �._ 66 Q yr U !V O W 1Y 1, fT 9 I� / ' 1 9 E�ol m � 7 Z � . o z - a 7 3 v 3 �o 2 v � m / ti o v 3 � 3 69 � �� 2t �tcv, w , 1- 0WN !7• r ^ K W 4 ''� O 3� i �� 1 b h r 3 a O N no i •�9 (s SO Lz10 W = n m W 0; �' �, V, �- e, d o I m 7 a' N 70 h = b a a 5 34 3 71 � � � . W H E- ' L=bo. a , N . 6 `� : ar, x , x° `' 74 73 72 b 4. 3 �ti b f' 30 4 .�7�/D \ �'6 I In v 3 �E 4 c:, t �• 25 i U) LL I� R S 0 o C s =tip Q�S' 0 i v i m N E , BL' //9 V O 0 0. 3 v L:2+•q �3. 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DRAIN ��' 17.0 bb 'E^� i b q1� S! 4 .A' -19 1V 1 �� 18 Ir 't�. ^ 32 L=58.00 Z = iN~ 7.t.6H FL swACF�% >�o�c 1 L=60.22 L=34 00 25 c,�� 683� Fc> apf�b -�� 9B 220 56.23 L=51.00 L=54.06r,�, �1E, N� DQRavAGE AND P�6c� . 1DM7 �. % �, 13 11 .-1 66 69 C` , = W o<W rye,, Sfti �/8 �1 '?7 y }'�^ �� - -J� - -r 51'#� 20 68 r��� +L36. 49 r6 _ 11 - cJ a W" h 2 1A �b 1 1 _ ��, ��'� 12 ►1g6'�4 1 2• y�• �ts�� NI 00 4 j ; H � 70 rs 835 T�.di p chj 1T G a: JJ a V '+�- --..._ 11 67 ,#p __ _ aft --. • cJ S Bs�cJ _ . 1 N LL, < 73.95 r� � �� �__�4V N - • b! f% �_,A Si 63.��y cll A 1 7l �� _ L�3 \� m p L=46. 5 ; �� m '� �� i - B1 I L=7U. 2 1 45 q (� �) - S1, NBA 37 ' 1,, K (� 218 5`s•p0 ; 1- m r I 65 W o Z 4� ,��, 1 ,lp � - ., b 9 L 2 `�•� - 66 6��' 0q f 1 q3 28 I I O 5 E o- V 1 a �; 1 _ _ - 35• /tL �J i 6, b �' N _ - - �;+ W z a - N - b [I� (r . " - - I R .� �` Tr"' f�, b _Y y '' c�j•(1� 0 w N , = F LLo W 1 , •� s 04 - - • TT �3� 1� 6 !ICC �I b D�F4'1 titi f '� L= „•, r " " cw j W W o N( h 34 "' 0 •60 �---- i sl :� ?6. 18 1 9 77 207 7fB 146�bb ��� •L= +� J ,, 7p J J V'Et �SZ v ( n _ 7 `A 7 f)� � �5' k _c L �, 7 r h z 'L=57. _ �B b 11 1u' 5 0 - o• 3 l ,,5. , P aL ,. B_ M Z z o i W q �D10 V L=42 •,3 1A' -,� 16 a ` N �+ IT #� C `p0 1� I , ,, 3 " 63 kri R M 62 I l�J R 10 _JS 16 3 M° �' 17 e' a 37>�B� W 1/E 5 h ^ v b S1 6 A C; owe n � i 61 e + 206 r I t. c . 3 3 V �� 3 a r N �• ISI R� � � 5 EV � V Ea. 0 � � v - 6 11 o G � A � �. M 1 � D iS � � DO ST�EeT TBrEs W r v �, 5 � p "► b � � 217 EE 7 ... ,E M 59 � � � v 14; .1 R ! h 3 0 12 �� 13 q5 s'ER �" 57 � 58 'r, a v 3 O -�-64 m 0 34 m m C11 y 56 DESCRIPTION OF REVISION __= v " 0 0 3? �o x ' 3 N 3 + `0 fi 34 3{ DATE APPR. v 3 o G\� o Q \ \V� I / pry, ,^` ^ o cc 34 _ _ =>=om v 15 CITY OF RANCHO CUCAMONGA 34 = W N-=W>o h curs CURVE DATA PLAN AND PROFILE W~ oma~ WW W °' CONSTRUCTION NOTES: x` K ------------------------------------------------- FOR ►°C- o= W 1 NO. ! RADIUS 1 DELTA 1 LENGTH 1 TANGENT I oo�««= WHITE MOUNTAIN COURT o y~_d_rt_ 40 0 40 SO Oi 4' AC OVER 4' CAB PER TYPICAL SECTION ' 1 1 1 60.00 1 38 44'22' 1 40.57 1 21.04 : 10 �__ stole feet 2 40.00 1 257.28.44• 11 179.75 1 1 FESSI W Qo~ 1 10 (SEE GENERAL NOTE 21) ; 17 , 60.00 1 37*26'16" 34.21 1 20.33 1 �pQ�� ���( TRACT NO 13559 Z ��=~ ¢ WHITE MOUNTAIN COURT ,.4 4' PCC SIDEWALK PER STD. DWG. N0. 310 Z 3111 e 1 40.00 : 257•z6'14. 1 179.73 1 I � ' 19 1 60.00 1 40'04'40' 1 42.06 1 21.93 1 7 STREET NAME SIGN PER STD. DWG. NO. 402 UNDER SIDEWALK D?plN vFe srD Dllleo.sol ROBERT P.KING APPROVED BY DATE 3 b .N=xo3 �, CENTEF2L_I NE CUFIVE DATA (MODIFIED Tn z' W/DTN) '204 1 318.00 ' 22.35'261 : 125.38 ' 63.52 ' W `OZ a` O V - _. - - - I 1 1 1 1 . STREET LIGHT (5800 LUMEN H.P.S.V.) 24" RCP Q T9 s77PE1rT f1tEE O 1 1 1 1 " 1 O 1205 1 282.00 1 19 37.50 1 96.62 1 49.74 ,X04134 CITY ENGINEER R.C.E. 2397 - --------- AA1FeICAEY SWEECT GUM ^/SGi44 ' • ' 6 CURB AND GUTTER PER STD. DWG. NO. 303 CATCH BASIN NO. i (STD. DWG. 502 MODIFIED 1206 1 318.00 1 19 37'So 1 toe.9s 1 55.02 1 z 1 00. 1 RADIUS 1 DELTA : LENGTH : TANGENT 1 �W Z. PE-P_ T2EE eoivgr AI07FS 1207 : 282.00 1 22'35'26• : 111. 19 1 56.32 : DESIGN QM 1 NUEU x ¢EsW _ ,L ;.:::,><ssssssss,assssssszsz,scsssczzc,sczzzssas (5,'y 7-. :217 : 318.00 : 5'26'35' : 30.21 : 15.12 : EXPIRES /� - _ - f ~~W Y : (MODIFIED PER DETAIL J) (SEE SHEET 1) PER DETAIL H) (SEE SHEET i) * L R J5 =-- =_= sor 67 : 300.00 : 19137'501 : 102.79 : 51.90 : 1 1 1 1 1 1 CONST. LOCAL DEPRESSION PER STD. DWG. 51a UNDER SIDEWALK DRAIN TYPE C STD. DWG. 507 1218 1 1338.00 1 13 57.52• 1 326. 10 1 163.06 1 - -- 'l ��d =~ ' 1 66 : 300.00 : 22.35'26• 1 116.26 : 59.92 : ( CIVIL `! -- a = consultants, inc. F ooaa= a 1 11 1 313.68 0 0 o a o=3 W 1 69 1 300.00 1 1007'391 1 5.90 1 2.95 :214 : 1302.00 : 13.48'13. 1 1 157.60 1 (MODIFIED PER DETAIL A) (SEE SHEET 1) MODIFIED PER DETAIL I) (SEE SHEET 1) 1220 1 282.00 1 3.13'05• : 15.84 1 7.92 1 'lF�f OQ� DRAWN ,355 E. Cooley Drive-Colton, California 9232+ SHEET _ _=3= 0 1 70 : 300.00 1 11.45'45• 1 61.59 1 30.90 1 �F ---+---------+------------«- f---------+ CAL c7,.> e2s-2,2� 2 OF 3 o O o W a DRIVE APPROACH PER STD. DWG. 305 +- -------- LM-SAS s W o¢o��� I 71 1 1320.00 1 16036'15" 1 382.53 1 192.62 , 1 99 1 300.00 1 12.53'24• 1 67.49 : 33.89 : BACKFILL TRENCH W/ CONCRETE AS REQUIRED C H EC KE U R.C.E. NO. / 4 ILC10 CC, ��002 I 1 I 1 1 1 �,a�_�,� ---- --------- ------------'---------'---------' PER STD. DWG. 519 DRAWING NO. DATE 3/W/07 FILE NO, rjt F'A DRAWING NO.CONTROL NO. WOVERLAY NO.711" „kBI DATE DATE 8r -DATE Releas_e_Date 3/30/8 7 3e'vt PYI= 4 • 16 s/b EXIST I GROUt b _ BENCH MARK: NO. 140 N� � RfN raOR ROUND HEAD NAIL ON BRIDGE WALKWAY, 6.5' WEST OF < : a " ,° Z. YG• P CHANNEL,RIDSOUTH DE • POP. DAY FLOOD CONTROL OYESI OF /g7 I ° ;a' v, v v t `� _ ✓� -�-_ Ll pilz= 57.27 ' 13.71'� S° Ilc. OF HIGHLAND AVENUE. s� ELEV. - 1485.617 < , < , P Pur- Y ' no w t 04 < - cX. 1 SH GSD ao I h TC LrFT 1 e A . ... . .... . . .__ ,., m _. __.- w A.-----. w_ .... no h fril - � ^ m e a h ►°� h h M h "� N n I a = wo,s> ,[• 7o.0 s♦ EX I S'I'IN8 & OUND D C✓!. } - * ,d Jyvr=ro.sr h 4` E ,. 0.97 Pvr 50,0F �-� 14 z 44 1 •v PV3 3 I 7 z i = 5 7 7 � �, i�INr SH'a�pE � � � � E � N ►� �' � w h f b h Q h LV K I1 v k J s k h > i : V n 1n p E , Seo' bt ✓ = Lifosi 4=Y�Lt FINIS �i •' I F H GRRpE v � � � ,� ` --� < k � � V g m t\ ! ! -a.Bq�. __..... _ 3 S 71� S ... .,. .. ....,.. -.-.. .... .. .. ......:... .. .... .... .«...':,:.... .....,.. ......... ............... .. .. .' ..- .J. .... .. . ..- .,.,. ....,. p. ....... ....,... ....,.,. .. .. ,.. _.,s ......,„.,,...... _._a .,. ,._.,x.-.._....,a....._...-.s..,..,.. .a..<,_...-...........#.,....,.. ,..�•.....,..,..w.._.....a. ......,n..., ..m........,w., .....,,w-„�.._n.. ...�.w....m...w.._,.»+.a. .....a. .,+... ,,......d..., w :.-.... ... .. r .,> ....... � , ..,J w XISTIG GROUND 0 A/W DEvkt`ssl j 4 �? I h v E XIST & ORdUN 7 iy ~ m I v a: iN I1 R iI � \ 11 44 Zj P✓I ; 09 S ys o �'%N �j� 1���. � ri # �E � t� 41 lIn F I Fill 57781 d vo777! i o a All: W § SE F S T ,P,7 PA? �l f �, i► I •o � I ' , � - aEr.rr PiI►f�?L t ►, a FIN1 SH v _ . w ST G # • ' we ` ' n _ v RA a - a V = D (: m x f Y t / Z• f �/'� C O 93 ��*[l R I � � ChM ,r, . � M + n �- oO QE �t v � � 1 O yc t. I ? �f1 to p ?S' ,, i c7 t S9,Cf ase .E 1 I _ t l'✓r Se.ss < t ie CALF. GRADE: PROFILE S - , , < . E 3 t ' L HORIZ.£ 1 - 40 t � I � I o; vIIIIIIIIav VERT. IF' 4' EXISTING ��©uFtn - _ , t G i Reit ae•/� i O � � 10 11 12 13 14 15 16 17 18 19 20 v.4 R,( cuRD FAGS `L:1CJI L n►A/NrAJ,v aq% cL- GIMDE ( v DEPREssh� � 40 0 40 so (EXISTING) 34 (EXISTING) 1 M� 1"= 40' SIERRA CREST 51 �. 3' 34 stole feet VIEW LOOP � �� RAVENUE ER o ; ���� �. ,; SEE BACKBONE STREET PLANS ��zs � SEE BACKBONE STREET PLANS i5 `, 34 1 34 0 , . a II M. 919? l5 P. 34 � i5 s._ P.M. 9192 v W v`LAI At ,� 34 t 34 v �? 3 r-64 �, i5 V n :� N < 1 25 47 34 24 0 •, t. � � e• � 3 E s � aS / t � � o s �s 59.80 \ 18 � _� �8 / �� xti� v v v 3 3 � _ W ti 3 3 - ,� 3 V 3 ,. 3 X48 46 0.�` 1 ia o z ,1 -» �? EE \ p \ w [ v `� O 49 O t` "+ �Ii.d' �I► .,t _ h p o U n 23 19 N las i �l y 55 �, 50 - e �► °W y . ' �.. ,. 1 �. 1 I w o 54 53 3 52 51 3 0 0 e -�, , Z m w , • D 3 3 22 1 v M +� 20 w Er+ / % ti Cc Q \ * Q SEE S mQnE AIN 2 z- N 'p� tJ / O o .i' G s < 9 + v a m V C l v �/ / r ,.. W S.0 ... m p n1 C N n1 � -.�/Z \ �' F . I � PR � \ m ti � � F � m �.� . � Rn[ 1111 ieQ DEtrtJG p a,/9C IG � �o a 39.47 II DQ t �� J v b1 0 a 'B= I A7 U ' f\ ^ °o Op U J Low A/V A bE x/11 EN o , 63� f �� � h + M " �d pF Rq• (h Z .- I - =- •6 N \ + ti t R t cR v " {, . u71t1tY z v z w !� f7 1 \ \ V s (, I SDE_- - T J -�' SD oIrc +, \ \ ^� L37.96 L r t _39�as O < S W g a s 1 S 1Q V L=Sb. 7 253.62 �� I h A� �� • 4! '1 L=62.64 L=62.2 L=61;99 - ---- V - - 40 49gy�� : " .�- ^' L 1 I f» W o a ��y% l 4 <� `1 L=b l. 0.9 =38.69 �2.9' _ _- - •? A� 60.51 58.50 48. 91 - W -_ -- - - . � _ e,t� fL� T', �1.Y" , . - 4aS ,144 _- � �. 12 L=6 L � - C9 <°r� "c !- ti • ' ' pti 1 D CJS - ti' _ •M �y4 z Z z 5 r � r. �` 4 19 7 v o 51 �EE STORM DRAIN PLAN 3.s' 34 �� V _ 45 I, r F 216 / 20 _ -_ _ ': � �� • N89 5 �. 25 ,. 11 - � , 50. 2i3 >`5 � a'� p `� a0 �ti� 18 - a � L tS - -+�_ ` .►o -s�> -t R�''b' 1� ., h N 16 y 17 _ + -- - • �;�� 5 f o PER P.M. 9192 at = W o< W 1�% ti s IL i 12 191 .4 �,/ 1' - 4 ��� 13 �, r, 215 V d 2 O .0 (1 O - �t - - -- - mac` 1,•. K/ 4 f �Y } 3•44 'i1"W �L 4 - • - _ `' /2. E ! N8 r _ ir Iu m-a 1 21i _ 20 - X01 73 7p � ; S ��Z yT �`3q 1G 4t 5�ti 100 ----� _ _ -- 3q.48 �•��1, 22' ' �, T I 6 6 5 N 6 OC Z o Z m <,9 L,34 Q� Y- L _ - - - - -- - - �j7 L=�j L a bfb tF� r- - i 4 =58.3 l G Iu S- / 4 v ^ =57, U4 '.. _ -'�1 1 _ -58. 1 IL r L �- � L 4 • L N _Ilt- _ °W� 1 /�' o ti L=56. 84 L=56. 82 - • 97 L=51 . qA to 5 w V2i �waa � 3 M b I EC � p ` ` i. 01 56. 40 56. 50 2`1Y. ul L=27. 2., L-57. 61 t d L-56. ]]tI N Ttb I ` V r V " • v 3 44 // < c N~< o ° J ,� 3 12 e� \ 3 _ ,,�, �. t F�� It EE \ o 43 z z h 3 .� \ "' v T 0 t1 V V 3 `• h C r FO° z� ° 4 3 " " /� � R P -j 3 a . .1 N a F z V 27 ° '� D e i5 ti C v J u 0 Uf7 ^ 1 '1 1 1 AlI \ In EE ^ \ 42 tt W g o 28 29 "' 3 0 �I�� 34 '� f 3 3 3 `" 3 3 41 ' d AonE� ST��E=T T�E�S 3 a o ` 31 " " 3 32 33 Ls �� 35 36 37 : 0 38 39 40 1S 30 C11 Y 34 34 34 �1 �p I II I P $ Eh ° Ni 3 v v ^ ^ ° 34 DESCRIPTION OF REVISION DATE APPR. C N \ nI p \ v 34 BIER a 3 lI I( hl �, 4, \j v 1 _ _-� k�b zq$s ' 3 �+ �` CITY OF RANCHO CUCAMONGA >r 6 O- ¢ - Ow= =J CONSTRUCTION NOTES: I I t 34 �J~ CuIR1B trUFtVE D.AT_A W - - PLAN AND PROFILE ` iO 4• /K dVER 4• CAB PER TYPICAL SECTION +----+---------+------------+---------+---------+ 34 N0. : RAD I US 1 DELTA LENGTH 1 TANGENT W�>_`X (SEE GENERAL NOTE 21) I r FOR t i rn ,z=zz,sc=o=v==c:zzz==zcccz=s 1 az==ccvcz:zszrs:ssa 1 � fvrdo- r I 1 • 7• r I 2 1 © 41 PCC SIDEWALK PER STD. DWG. NO. 31011 311 1 1 1 60.00 1 38 44 '2 1 40.57 1 X1.09 1 MT. WILSON COURT 2 : 40.00 1 257.28 '44" 1 179.75 : 1 S I REF I NAME SIGN PER STD. DWG. NO. 402 r 1 I " r 1 1 o =h= T Woo _ 1 !4 60 00 1 40 38'41 4 2.56 1 22.22 1 oW W>E_W , , " , TRACT NO. 13559 N =O 1 15 1 40.00 1 X57 24 '32 1 179.71 , STREET LIGHT LUMEN H.P.S.V. 1 W¢W =y¢ �ROFESsio�r • R9 AND GUTTER PER STD. DWG. N0. 303MTWILSON COURT t=N r 1= L I iV E [:'t_I V E n ri T A 1 16 1 60.00 1 37 02'42 1 38. 79 20. 10 , � Noo��o¢ " ' ® "08 168.00 17.32'31" 51.44 25.92 ' = ��¢�f;= t4t. �► ' � APPROVED BY DATE _¢ 3 L) 'j (MODIFIED PER DETAIL J) (SEE SHEET i) : 209 : 582.00 1 7.37'47' 1 77.50 1 38.81 1 srarer TeEFO (TvuP TE¢CE�- 15-6.0'11 ---- --------- " CITY ENGINEER ---- R.C.E. 2397 1 NO. E RADIUS 1 DELTA LENGTH TANGENT 1 :210 982.00 1 13 38 ' 19 233.75 117. 43 1 ---.-. ROBERT P. K ' CONST. LOCAL DEPRESSION PER STD. DWG. Sia ¢o Pie raEE Con�sT /vorEs CsaT. /� -__- '-_______-' -__________-' -________'-________ : Ir 1 DESIGN =_ _=_ = R COMMEI�UEU L- =o W 1 1 1018.00 1 13655 ' 10* 1 247. 31 1 124.27 1 =_____ C 041 (MODIFIED PER DETAIL A) (SEE SHEET 1) RJS -__ _ __ ob s• �or ¢Y W W= : 72 : 1000. 00 : 1 7.22 ' 24" : 303. 22 1 152. '8 I 1212 1 618.00 : 7.37 '47" 1 82. 30 1 41.21 1 -- coW¢=n. UNDER SIDEWALK DQA/N PCR sr0. DWI sol = _ _ _ _ _= consultants, inc. C ¢¢; _� EXPIRE$ ���0 : 73 : 600. 00 : 7.37 '47" : 79.90 : 40. 01 : :213 : 132.00 : !3'07'25" 1 30.23 1 15. 18 1 __ _ _ _ _ 1L .�c a i" [II/DIF/ED Tv 2' W/OtN) "' =f = a 74 150. 00 25.20 ' 10" : 66. 3 : 33. 72 1214 : 218.00 : 1.51 '27' 1 7.07 1 3.53 : DRAWN 1355 E. Cooley Drive.Coiton, California 92324 SHEE1 DRIVE APPROACH PER STD. DWG. 305 a CIVIL �, 75 : 200.00 : 3.49 '44" : 13.37 : 6.69 1 :215 : 2018.00 1 6.13'37' : 219.32 1 109.77 i (714) 925-2127 J tc- <O y W _ , � � , LM-SAS Q 1�7 CATCH BASIN (SEE STORM DRAIN PLANS 1 76 : 200.00 : 10.40 '54" : 37. 29 : 18. 70 1 :216 1 1982.00 1 6. 13'37" 1 215.41 1 107.81 1 3 OF 3 _ a o W OF CAO I 1 , - " - R.C.E. NO.Co�/5-4/ WOW -ozz 1100 1 2000.00 1 6 13 r7 •17. 36 108. 79 1 +----+---------+------------+---------+---------+ CHECKED DRAWING NO. CI LE o o P.M. 9192 FOR DETAILS) N ---- --------- 1 ------------ 1 --------- ' ---------' DATE ��3E'/s� FILE NO. / 2 /