Loading...
HomeMy WebLinkAbout2219-D GENERAL NOTES AM Alk 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS, SPECIAL NOTES & SPECIFICATIONS FOR CONSTRUCTION ACTIVITIES WITHIN THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY AND THE WILSON AVENUE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - 1997 EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND PROJEC r%ITE SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. r�OR d :�i 9 p W 2. ALL PIPELINES O SUBSTRUCTURES OF ANY KIND, TELEPHONE O POWER POLES, WATER W METERS, VALVES, FIRE HYDRANTS, G. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE Q Ar RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE AN SUMMIT AVENUE SHALL E REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT O COST TO THE CITY OF RANCHO CUCAMONGA. AND THE SAN BERNARDINO COUNTY FLOOD ~� CONTROL DISTRICT. " EXISTING 60 CP T RAI k----___________ _ __ P CI DWG. O. 1 5 aUj LU 3. ANY CONTRACTOR PERFORMING WORK O THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH §y Ice THE SITE AND SHALL E SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES I ><- RESULTING cy DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ® -= = ==___=_ =- STA ROUTE 210 AY SHEET', 6 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ______- ----�.______ _______-___ ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY 51 52 53 54 55 56 CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. A PERMIT SHALL BE OBTAINED I FROM THE SAN BERNADINO COUNTY FLOOD CONTROL DISTRICT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE SAN DERNADINO COUNTY FLOOD CONTROL RIGHT-OF-WAY 0 90 180 360 720 I 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES BRITTLE I3dU►S1�I COURT ,: ' WINT 'RMIIVT �`Q�II� j SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF 1 =180 GRAPHIC SCALE VICINITY MAP SUGRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING [ STAKES MAY B REQUIRED Y CITY ENGINEER S NEEDED AT WARPED OR VERTICAL CURVE NOT TO SCALE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. UTLITY CONTACTS 49 48 46 . 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. CONSTRUCTION NOTES QUANTITES ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (81 8) 969-7911 ON SITE BANYAN TOTAL SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE M . BOB STALLINGS 71 12 13 14 15 16 17 40 4 1 42 43 44 45 ATRIAL AND/OR SURFACING. C C 1 CONSTRUCT 7' X 7'H CIP C PER CALTRANS STD D80, SEE SHT. 7 L.F. L.F. VERIZON 1-800-483-3000 -1 1 cfs Q,oa =13. cfs ,_ 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY 1Q° =1 .1 cfs __l ,o =1 1 .0 cfs 2 CONSTRUCT 84 RCP (D-LOAD SHOWN IN PROFILE) 327 L.F. 327 L.F. ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. ,o CONTENT AND GRADATION OF ASPHALT PAVING. 216 N. EUCLID AVENUE 1-800-427-2000 COMM. I. ! I 3 CONSTRUCT 72" RCP (D-LOAD SHOWN IN PROFILE) 682 L.F. 2 L.F. ONTARIO, CA 91762 ! ! 4 CONSTRUCT 60" RCP (D-LOAD SHOWN I PROFILE} 1045 L.F. 1 4 L.F. ! I . PRIOR TO INSTALLATION O ANY PAVING, A MATERIALS REPORT SHALL E SUBMITTED TO THE CUCAMONGA VALLEY WATER DISTRICT 909 987-2591 ! I _ ! � I CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, 10440 ASHFORD STREET ( } I 5 CONSTRUCT 54" RCP (D-LOAD SHOWN IN PROFILE} 0 L.F. 0 L.F. SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. RANCHO CUCAMONGA, CA 91730 I I I !CP 15.9 cfs 6 CONSTRUCT 4 " RCP (D-LOAD SHOWN IN PROFILE) 4 L.F. 4 L.F. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN METROPOLITAN WATER DISTRICT (909) 593-7474 5 I ! ,o =10.0 cfs 7 CONSTRUCT 42" RCP (D-LOAD SHOWN I PROFILE} 1 L.F. 726 L.F. 916 L.F. TO DETERMINE STRUCTURAL SECTIONS VERIFIED PRIOR PAVING. 700 N. ORENO AVENUE I I LA VERVE, CA 91750 ,ao ®15`4 cfs I j I C CONSTRUCT 36" RCP (D-LOAD SHOWN IN PROFILE) 1 L.F. 416 L.F. =14.4 cfs I,2, 1 �` I ! 15. cfs 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY SOUTHERN CALIFORNIA EDISON COMPANY 1 (800} 655-4555 ,o ! I CB #6 ( iao 9 CONSTRUCT 30" RCP (CLASS IV) 36 L.F. 67 L.F. 103 L.F. MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE CB #9 I _ ! ! Q,o =9.6 cfs „ ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE 7951 REDWOOD AVENUE Qtoo =12.6 cfs Q,oa =15 cfs _ I ! 10 CONSTRUCT 24 RCP (CLASS IV) 15 L.F. 15 L.F. FONTANA, CA. 92366 GRADE ATEIAL OF A QUALITY BETTER THAN THE ATIVE MATERIAL. ,a =3.2 cfs I I ,o -14.4 cfs I I 11 CONSTRUCT 18" RCP (CLASS IV) 253 L.F. 253 L.F. 31 CHARTER COMMUNICATIONS (951) 343-5165 ! I ! 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS TEILANT REGISTERED 6680 VI PARK CT. I I C 10 CD #3 ! ! 1 CONSTRUCT MANHOLE NO.1 PER CITY STD. 318 3 3 . Y THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE RIVERSIDE, CA. 92503 -12.6 cfs Q,. =55.2 cfs (2X ,00 I I 0100 - I ! 1 CONSTRUCT MANHOLE NO.2 PER CITY STD. 319 1 MANUFACTURER'S RECOMMENDED TE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. I I , 3.2 cfs _ _ _- ,o; =29.0 cfs -- I . . . -- _ - ®" - ' 1 CONSTRUCT MANHOLE NO. PER I STD. 321 5 .SD LINE A 1 1 . ESTIMATE OF QUANTITIES IS PROVIDED Y THE ENGINEER ONLY FOR CONVENIENCE THE _ Iar ! CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE I I I ! 1 CONSTRUCT CATCH BASIN PER CITY STD. 300 1 . 10 SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT 1 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 TYPE A L.F. I I I L.F. SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED ALL WORK WITHIN THE STATE'S RIGHT-OF-WAY SHALL CONFORM TO THE DEPARTMENT'S Cl IDRIVE ! I I THE OTHER ITEMS F OK. 2006 STANDARD SPEGIFICATlO S AN STANDARD P NS, AD,�O AS DI CTD Y TI I 1 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, P L.F. L.F. STATE REPRESENTATIVE. -� - - I - - - - -- -- _ ---------- STATE 1 CONSTRUCT TRANSITION STRUCTURE N0. 1 PER CITY STD. 334, 1 ° 1 14. STREET SIGNS PER CI OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL E ! ' r I _ C_ . #4. CONSTRUCTED AT EACH INTERSECTION. ! 1 Q, =23. X Q, } 19 CONSTRUCT TRANSITION STRUCTURE O. 3 PER CITY STD. 336 0 . 1 . 1 I I ,o =10.4 cfs CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331 0 . 0 15. CI APPROVAL OF NS DOES NOT RELIEVE THE RESPONSIBILITYFOR THE CORRECTION OF SPECIAL NOTE I I ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED I I 1 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. 333 . . PLAN REVISIONS SHALL E PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. - - 1 I -04 PRIOR TO CITY ACCEPTANCE OF STORM DRAIN FACILITIES DEVELOPER IS OBLIGATED TO ( I CONSTRUCT TIMBER BULKHEAD PER DETAILS O SHE 7 3 3 . 16. WORK SITE AND EXTERIOR STREETS SHALL IN A T, CLEAN, HAZARD FREE, ORDERLY OBTAIN VIDEO PICTURE OF DRAINAGE FACILITIES AS DIRECTED BY THE CI INSPECTOR. I I ' REMOVE EXISTING BULKHEAD 1 . 1 . STATE, THROUGHOUT CONSTRUCTION. SITE SHALL CLEANED UPON REQUEST OF THE HARD COPY OF VIDEO UST BE GIVEN TO CITY. I 194. C STREET INSPECTOR. ! I CONSTRUCT CONCRETE COLLAR PER CITY STD. 329 . 2 I I 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE I I REMOVE EXISTING HEADWALL, RCB, AND RCP PIPE PER PLANS 1 L.S. 1 L.S. ! PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED I 1 CONSTRUCT 24"x24" CATCH BASIN BROOKS PRODUCTS 2424G 11 11 . ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL ! I WITH TRAFFIC GRATE PER DETAILS ON SHEET 5 co UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO I ICO ACUT REMOVE AND REPLACE EXISTING PAVEMENT 200 SF. 1,475 SF. 1,675 SF. THE SATISFACTION OF THE CITY ENGINEER. ! I PER CITY STD. 120 I I _ MNE DI ! I SAWCUT AND REMOVE PORTION OF EXISTING CMP DRAIN, PLUG OUTLET1 L . 1 LS. 1 I WITH THICK MIN. CONCRETE AND FILL REMAINING PIPE WITH SAND 9 CONSTRUCT BOX CULVERT WARPED INGWALLS PER 1 L.S. 1 L.S. ! 1 CALTRANS STD. D86A, SEE SHEET 7 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR AS-BUILT CERTIFICATION TTM 18122 A STREET !col I SPECIAL NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES I HEREBY CERTIFY THAT THE "RECORD DRAWING" M SUREMENTS AS SHOWN HERON I I ALL BIO-SWALE FACILITIES TO BE SEAL SHOWN O THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE WERE MADE UNDER MY SUPERVISION OR AS NOTED AND ARE CORRECT TO THE BEST I I PRIVATELY MAINTAINED (NOT BY CITY). �pVESS/� BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON I I @ �9 THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS OF MY KNOWLEDGE AND BELEIF. I I �0 J. TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON �' 0 THESE NS. a I coo 5- No. 052496 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATEDFREE Exp. 12- 1-12 TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE REGISTERED ENGINEER LAND SURVEYOR DATE '�`,` J', VIt PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS EXISTING CO C. TRAP. CHANNEL .` -9 AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAF AND HEALTH RCE 52496 P I G. O. 12 3- �`;` OF CAL���� REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE I ANY WAY FOR THE CONTRACTOR'S �' TRACT BOUNDARY SHEET WDEX: EXISTING 10 C TOR DRAIN AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAF AND HEALTH TITLE SHEET 1 PER CI G. NO. 1203-D S-0.0070 RATE OF GRADE EGULATIONT OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION STORM DRAIN P AND PROFILET I CONTRACTOR FURTHER AGREES THAT H SHALL ASSUME SOLE AND COMPLETE G GRADE BREAK APPROVED: RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF INV. INVERT ELEVATION OF PIPE c Y 0 r THIS PROJECT, INCLUDING SAF OF ALL PERSONS AND PROPERTY; THAT THIS FS FINISH SURFACE mow(C I U U A REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING PROJECT AREA HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER TC TOP OF CURB AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN 0 ACRES CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE I NTB TOP OF BERM ST00"61RIVI DRAIN IMPRO"VEMENT PLANS m'4'EAXA NEGLIGENCE OF THE OWNER OR ENGINEER. TOOK"'ACTS N Ok 1-07 65 1 lts 1 U8 SUBTT 17651 AND ROW2010-00628 LEGAL DESCRIPTIONa I I APPROVE ._ 1 CITY I O 53672 PORTION OF THE NORTH 1/2 OF THE EAST 1/2 OF THE IAL TOLL SOUTHWEST 1/4 OF SECTION 28, T1N 6E. BENCHMARK NUMBER 150GEOTECHNICAL, INC. DESIGN t7320Redhil1A�.. DED r 3185 AIRWAY AVENUE, SUITE A MORSE Svine,C te 350 1 -800-422-4133 ELEVATION 1m507.007 S.E.T. ,�,fle,c�924�4 NOTE: FOUND CHIZ. X IN THE MIDDLE OF CONCRETE COSTA MESA, CA 92626 SCHULTZ Voice:949-251-8821 ° ° HEADWALL AT THE SOUTHWEST CORNER OF 1 00 S. HAVEN STE. 100 AWN FAX:949-251-0516 SHEET PUBLIC IMPROVEMENTS TO BE INSTALLED (714) 549-8921 ONTARIO, A. 91761 APPROVED PUBLIC IMPROVEMENT PLAN. I SUMMIT AVENUE AND EAST AVENUE. (909) 937-3270 S.E.T. P`a N N E s N G E R s SURVEYORS- PER OF CE FCALIFORNIACHECKED _ RCE NO 52496 DRAWING O® UNDERGROUND E.J.L. DATE FILE O 2219-D I:`728oa\IMPLANs\sa\sD-o1.aWg 2/28/11 PROJECT HT O. OF 41 00 LO 7 C� (3) 0o 0 o6 N `7 0 00 L6 O� 0 14")CY) 04 (0 (0 L0 z +00 _j 0 < + n MO + bi Lj Lij LLj I.-Z D T-0) cr_ 7- >_ Lo Z_j V) N -�:i 0 LO DQ100 =318.8 cfs :j p 0 W CL C4 a: 0� :2 cr) < FUTURE FINISH SURFACE 04 oVmAx= 6.5 fps 0z:Q0 0 LL_<Cq 0 LO cn W cr_ D 00 - z OVER PIPE QL 0< EXISTING GROUND U) F_:C/) :D + co + C�1--: :D(�O Z) CINI V) W cr- z noz OVER PIPE 0 0 0 .'Il- 0 v)>1< V) + M L-1jr- C14 C14 00 (C) L-j OZ < -m Vi> 0 LC) 04 z _j z + Q V) C; L(i _j - I I F_ 0 I.-< 0 z1t z < 0 z 0 0 CY) F<- 0 D 0 + :D Ir cr_ uj mz < + EXISTING GROUND z 01.1- cr) 0 1--U C� uju z _j co _j uj UJ WW c-j OVER PIPE C => rico C'4 < 00) M"'d- zwn CO =30 0 =0 < 000) + z_j z_j (n C4W (0 Z, 0� Cq m Wn U) Ljj CO T-- - ell in R EWER FUTU E S 0 0z r-, 0 Z < 8.76 15' :D MANHOLE :2 0< < C14 E- FINISH SURFACE 1430" A A FUTUR + C;:2 + W OVER PIPE C co OE Cy) 0 0) 0 vi 0= OK 0) z < I 10 < L + < z FUTURE SEWER MANHOLE--__..._I V) W ------- Rci 0 S=0.0074 _W S-0.0074 T HG A40" -A A 114 0%5 C) 0 c) 0 m Ld co Lli --------- uj Lo 0 LO LO to (C! + L 0 Z N 'It LO + It + Cq + C4 + + N .......... 04 C#3 04 0 n C-4 ---------------- 48 (6 (6 ---------------- EXIST. CONC. RCP Qi + 0 14, 0 0 0 0 0 WINGWALL < H 0 C14 t__ ----------- V) V) V) L6 Ln co 7- CV Q�l ---------- S== 0 0 W - S=O.Ob74 -------- 0.0074 C� 0- V) --------- U m CL _j 0 0.0074" Z S, CN a- z a 141V m Q100 =272.7 cfs M , z- + 00, 0- 10.4: f p's L_u 130%5 0) VMAX LO LO .0074 m LLI C-0 S:=O Ld 11 - Lli 0 00 0 "5 "5 - Lij m Lij CL z Ld 0- 0 CIL Cl- + Q0 -t z OZ CIL IL 005 a: a- Z W m Lo a_ CL CL V V a_ + + 0 > 0 0 (0 C14 04 0 45C 0 00 6 z > to - 00 m �,Qjoo =318.8 cfs rl� V_ . + z W ui to 5 , z N 07- 'It z: (0 (0 W m m m Cn 4 z r10 0- 0 VmAx= 14.4 fps 0 0 z 0 0) + + CF) 00 00 Lr) LO 0 U) 271.7 cf s 005 4-n T_ Q100 = o) (n < SO + .1, =318.8 cf: + (0 5 rl�>: > 101D 00 00 Vmm= (05 0) 4 14.1 fps > Q,00 128.1 = 26.7* f 0' , , , V_ . 0)z 0)z r-z Ill-z MAX 14- 0)Z z LO (0- 6.5 fps 0) V)lr- <0 0 0- VMAX c)Qloo =271.7 cfs +CO +"j- Q100 191.9 cfs +,0 +,0 + + IF- < F INSTALL 245.59 L.F. < 0)0) 0)0 (n T- co 04 -4 CY)(0 0)r�, L < 14.0 1.- INSTALL 80.98 L INE *AA i.- .4-Vmm fps I VmAx= 7.0 fps 847 RCP (D-1200) to 1q_ U) 84!' RCP (D-1266) (n CD < <v- INSTALL i8.02 L F < INSTALL 5 4.33 L.F. o 0 INSTALL 305.45 L.F. [-Id- I.--,q- - INSTALL 348.42 L.F.' - (n U) U),r-- (n T- CONTRACTOR TO VERIFY EXCAT 727 RCP (D-2400) 7Z' RCP (D-2406j 6U' RCP (D EXISTING LOCATION OF ALL, UTILITIES PRIOR TO START 'OF CONSTRUCTION 1A 7 18 14 15 PROFILE SCALES W 7 HORIZON. 1 40 MH 4 TABLE 18' 18' MH 4 TABLE SEE BELOW FOR ADDITIONAL INSIDE A=43* VERT. 1 =47 MH #4 TABLE CONCRETE COVERING FOR PIPE 60' A=29* 13=42� A=4Z CL C=4.25' 13=36' 30 30 B=487 D, =72� C=4.45' I C=4.37P 13' 1 15' D 4! D, =6 0" THE INSIDE OF ALL ` D, =72 NOTE.- THE CONCRETE COVER ON 2 fu 0 0; D, =7Z REINFORCED CONCRETE PIPE MUST BE INCREASED T zo 00 D2 -727 2 m PROVIDE A MINIMUM OF 1 .5 ADDITIONAL INCHES OF L.JN uj 0- :D' z I LIJ 0 00 Lli COVER OVER THE REINFORCING WHEN THE DESIGN C) 0 0 cr_ _j bi W3: cn CF) VELOCITIES EXCEED 20 fps. THE CONCRETE DESIGN < < CK 0 LO 2 0: C) Ljj Z bi <cr- uj (0)06 W � z cr_ 0 r) STRENGTH IN THESE REACHES SHALL BE F'c=5000 PSI 0 2 3: a_ z U-i 44 % a: ,o co D coo V z (n a-Lu Lu M (0 3 CK 3: _j - 0) UJ C� 0 FOR VELOCITIES EXCEEDING 20 fps AND F'c=6,000 PSI z� O 0 `94- _00 0 _j Lo fn 0 <W u_j z ILO 00 < D = + cr_ n_W V 00 0- 04 n zo bj FOR VELOCITIES EXCEEDING 30 FPS LJ Of Z ( + 0 0) 0 Ljj M < (D L0 Lli 0 M u- CK cr_ Of I-_ N Ljj z 0 6 0 111.4- LL_ 0 Q0 0 V) CLI.- Z 0! < + CL :D 0 LINE B 0 0 z r- 0) 13 Ld :D < < cr_ 0 U- D (h 0 + LIJ + 0 z U) _71 + C; Lij LJ U) Lij i--Gj- CY) 04 _j 'd- 0) +, z (n 0 T- LL_ Zm < + + 0 0 (n Ljj V) 0 + Do 0 01.1 0 m- TRACT BOUNDARY AND R/W 0 or_ (n:2 LLJ + M r- F<- F-LLI a-, V) Li W n z (/):2 T_ U) Ld Z or�z I's IT-- �<_ I-- �_ z V) ; < (n(n EXISTING CONC. TRAP. CHANNEL bi ouj� U) LINEI A V)V) < H n uj D 1 +00 A,--PROP. 36 RCP PER DWG. NO. 1203-D 0 N _j �0 :2 M:2 < V) M M 00 (n bi or_ SHT. 2 OF 10 NnK uj V) z V) �<__ I-_ FUTURE R/W + M /`-FUTURE P/L V) C4 V)M 0 0 GOLDEN LOCK PLACE -------- ------------------ rv- DQn Q11 0 < C-4 A A SEE SHEET 5 C14 :2 12+00 ------------------------4_34------------------------------------------------------------ - -------- ---------------------- ------ L8 L4 0) ----------- PROP.- 87 WTR C L9 14+00 , 19+00 + (n L5 15+00 16+00 L-10 17+00 18+00 I 0Tr___ 0) Bill 'L3 (-2),10"' - + -------- ---------- ------- -------- ---------------- 13+00 ------- L0 L6 -------------- ------------ ------Ila: (n -------------- A11011-PROP. R/W --------------------- 4 0) FUTU 0 < m RE' 8�' WTR. 1101 FUTURE P/L C4 ('0 PROP., R/W AND TRACT BOUNDARY C5 SS _SS/ 0 + bi < U R OUTLET STRUCTURE F TU E R/W Lo 0 Ld J. SEE DETAIL ON SHEET 8,-' lift (N 0 a) u 21 00 _j MATCH LINE Z tzl.42 ckf 7 V) C,4 0 1-- 0 U-) 0 1QQ ui GYPSUM DRIW No. 052496 C) m EXISTING CMP INLET + + U-) 0 N 0 0 SEE SHEET 3 'j� Exp. 12-31-12 PER DWG. NO. 1203-D PROTECT-IN-PLACE 0 STA 31+06.23 LINE 2-1 + 0 N U- + =STA 8+92.25 LINE A 0 (10 7 Of- CA0� 7 2 AOO kP 0 EXISTING CONCRETE HEADWALL P �A A k (n U) 7 %mooNIONSTRUCTION NOTES CITY OF RANCHO CUCAMONGA CP AM IL I -D, SHT 2 OF UQ *0 T DWG. NO. 1203 CONSTRUCT 7'W X 7'H CIP RCB PER CALTRANS STD D80, SEE SHT. 7 CONSTRUCT MANHOLE NO.2 PER CITY STD. 319 k mm%� mmUNUA D 0 NORTH I Y OF RAimCmmn--mm0 Cmum^Ammm Aft EL 0^ AR --pp_ CIO- 7 �A Z C) CONSTRUCT MANHOLE NO.4 PER CITY STD. 321 CONSTRUCT 84!' RCP (D-LOAD SHOWN IN PROFILE) �3 UQ CONSTRUCT 727 RCP (D-LOAD SHOWN IN PROFILE) CONSTRUCT TRANSITION STRUCTURE NO. 1 PER CITY STD. 334, STORM DRAIN IMPROVEMENTS O��ko\ 0 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. 333 ;1, �A CONSTRUCT 6Y' RCP (D-LOAD SHOWN IN PROFILE) PLAN AND PROFILE FOR GRAPHIC SCALE CONSTRUCT 45' RCP (D-LOAD SHOWN IN PROFILE) CONSTRUCT TIMBER BULKHEAD PER DETAILS ON SHEET 7 LINE A 40 0 20 40 80 160 SAWCUT AND REMOVE PORTION OF EXISTING CMP DRAIN, PLUG OUTLET @ CONSTRUCT 4Z RCP (D-LOAD SHOWN IN PROFILE) jq 18 LENGTH TABLE WITH 4!' THICK MIN. CONCRETE AND FILL REMAINING PIPE WITH SAND ID BEARING LENGTH @ CONSTRUCT 15' RCP (CLASS IV) STA. 8+95.26 TO STA. 20+21.44 CONSTRUCT BOX CULVERT WARPED WINGWALLS PER Ll N 26*08'09" W 27.76' IN FEET CALTRANS STD. D86A, SEE SHEET 7 E- L2 N 68*38'45' W 24.46' CURVE TABLE 1 inch 40 ft. APPROVED BY D AT 4/11- L3 N 0928'227 E 194.04� ID- ANGLE RADIUS LENGTH TAN CITY ENGINEER RCE 53672 L4 N 06009'46' E 38.95' Ci 42*30'46' 60.00' 44.522 23.34, L Al%k DESIGN V=PAM Ava RECOMME DED L5 N 00*47'5S' E 294.43t 69007'27 45.00, 54.29' 31.00, 1 T, "I U"'%F RA'1`4'CHU" U"K'AM U No GA S.E.T MORSE 9AP35D C2 Muh CA SM 120.00' 1 1.92t 5.96P SCHULTZ VOIW940-251-M L6 N 0955'53" E 53.68' C3 05041'29" Yr 0 ME S I SHEETf K. HOVNANIAN DRAWN 1 FAX; L7 N 0930'55' E 157.42' C4 05028'01" 120.00' 11.45' 5.73' BENCH MARK NUMBER 150 L8 N 20050'49" W 13.53' C5 07'38'2_2_$1k 45.00' 6.00' 3.00P 1500 S. HAVEN STE.100 ELEVATION .- 1507.007 S.E.T PLANNERS ENGINEERS SURVEYORS OF 8 C6 A I ONTARIO CA 91761 1_1'� L9 N 0 47'5S' E 14.92, 1 81*00 is, 45.00' 63.62' 38.41t Ph: (909) 937-3270 CITY FD. CHIZ. "X" IN MIDDLE OF CONC. HEADWALL CHECKED 11_�� I-- RCE NO 52496 DRAWING NO. 10 N 0947p5S" E 128.70' C7 19 12'41 22.50' 1 4.01' 1 2.01 DESCRIPTION OF REVISION DATE AT SWC OF SUMMIT AVENUE AND EAST AVENUE. E.J.L. DATE FILE NO - 2219-D -------- ------- APPROVED: -\72800\lMPLANS\SD\SD-02.dwg Last Revised: Mon Feb 28, 2011 2:45pm Lost Plotted: Mon Feb 28, 2011 3:07pm Plotted By: stution24 Drawing: 1. PROJECT SHEET NO. 18 OF 41 U 0 2 ,�O 7"< _',�Cp 0 oz�) 0 W ul _j EXISTING GROUND + on z m OVER PIPE C14 C; 00 Z_ ------------ -------------- M00 Cx) ------------------------ -— U)( - 0 0 Z. Cr 0 W 00 0 ff) C4 r- 0 _j Lim EXISTING PROUND C14 00 V) on + MC-4 OVER PIPE C + ++ 0 �CN PROPOSED GROUND + oz_ 000 7_4 tij r_ -OVER PIPE C z 0 C> _j U) 0 0�f + C14 U) V)V) 0 E -A ft z 04 < 143V U)c4of PROPOSED GROUND uj OVER PIPE C C4 HGL C4 LAJ Lu A^4% 4z,u -A A Z: 1420 — ---------- HGL 0. S' O.0030 T 1416. C cr) =0.0030 S Lujj S=O Z S=0.0030 S= 0.0074 F-, 141u u 141 a_ z Ld Lij z 7, 0 z Lli 0L 0- z Lli LINE A Ld m z Lij LLJ m Lij m (0 Ld Ld co (0 z (.0 n z (C! Z C,4 C,4 z C14 Q100=128.1 cfs 11�>* U-) +00 +0 01__ Q100 =49.9 cfs z Q100 =128.1 cfs Q100 128.1 'cfs 0 LO VmAx=6.5 fps z Q100 =128.1 cfs +"t + + Lri -4-00 q- to V)r,� LO 00 VMAX=6.5� fps r- VmAx=6.5 fps Vmm=5.2 fps +0 + VmAx=6.5 fps N 0 F<-,r 0(C> 04 N C14 C� F5 V) V) U) L 172.45 L.F. INSTALL 29�.34 L.F. INSTALL 273.86 L.F. INSTAL INSTALL 26.25 L.F. INSTALL 395.34 L.F. -1200) O�' RCP (D-3000) 607 RCP (D 2000) W" RCP (D-1200) 427 RCP (D L6O" RCP (D-3000) 6 A ;2%7 Z4 2 5 _Mt (0 00 Lj- _1± TABLE I PROFILE SCALES A=41' < 00 < 13=427 HORIZON. 1 =407 V)V) C=3.32' n W z D, =427 (0 *bi VERT. 1 =47 Wn (0 _j 0 /o:;�7 Ld W D2 =60" CL CL Iq ui Lj_ u-i x 0 CL 0 co 0 04 (0 _j + 11 C*4 CL W C14 3: 0 CLO --co_j o + cr_ 13 0 0 11ri T_ a- <n E V)W z W j + 0 0 0 > 0 V) W U) F<- OL at� _tj LO V) m j zLj a- 0 CL 0 0 ir LO + Q Ljj 0 D_ V) Wu) LO + F<- Z F--: + -t V) W BIO-SWALE C14 U) 0 r__4 BIO-SWALE PER DWG. 2219 LU N V-40 PER DWG. 2219 BIO-SWALE R/W L6 L7 7 PER DWG. 2219 4 'IT - qq 4 28+00� Cm 27+00 C_4 � 32 4 11TIF 31+00 + L5 L4 CqC ou 26+0 +_uu _24TUU --2b-+-00 L3 0 IL..R S E)TY LA +00 zz+uu L2 77 u_j L1 9' SEW u GYPSUM DRIVE' ' , 87 WATER j 00 8 WATER o F Lu Lu.-J U- i TRACT BOUNDARY H F-- 06 b T-04 R/W F-- << < C14 V) Cq 0) 00 VI-SS/ oo ft 0 0 C rl� C5 C5 + V) c1q 00 U-) + + + u 000 �1��TA�BLE No. 052496 V) W U) A=45* 15 13=30" Exp. 12-31-12 C=2.91 C/V I LINE A D, =427 Ile OF CA0� 3 1)2 =60" AIM% `ONION,5TRUCTION NOTES AArm_%h,j�1kff 0&� Oft = LIAftm EAft ^111111 NAVA MIL AV%mk a^ m1k V I r--im V %0 CONSTRUCT 60" RCP (D-LOAD SHOWN IN PROFILE) I ME vl� Enni'm%mum U;;Amu1mm'uA /7\ CONSTRUCT 427 RCP (D-LOAD SHOWN IN PROFILE) LENGTH TABLE kz_,� ID BEARING LENGTH STORM DRAIN IMPROVEMENTS CONSTRUCT 30" RCP (CLASS IV) GRAPHIC SCALE L1 N 89*09'11 1$ E 28.58' PLAN AND PROFILE FOR CONSTRUCT 187 RCP (CLASS IV) 40 0 20 40 80 160 L2 N 89*09'11" E 400.00, CONSTRUCT MANHOLE NO.2 PER CITY STD. 319 L3 N 89*0911" E 300.00, LINE A (9 CONSTRUCT MANHOLE NO.4 PER CITY STD. 321 L4 N 89*09'11" E 277.19' IN FEET L5 N 89*09'11 11 W 178.95' STA. 20+21.44 TO STA. 32+06.14 CONSTRUCT CATCH BASIN PER CITY STD. 300 1 inch 40 ft. L6 N 75'14'04!' W 4.6710 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, TYPE B L7 N 7332'25' E 4.67' APPROVED BY DATE. CITY ENGINEER RCE NO 53672 CONSTRUCT 24!'x24�' CATCH BASIN BROOKS PRODUCTS 2424CB L IC, '0 DESIGN Buie am 0 DED WITH TRAFFIC GRATE PER DETAILS ON SHEET 5 C 11 ur"F RAIN 1-1 C%U CA 1MAUKA S.E.T MORSE V=ReM AIAL REC V71 ht^CA Q2m Tx SPECIAL NOTE: Ko HO VN)UVIAN HOMES SCHULTZ vabO946-251-M __4p 1 r ALL BIO-SWALE FACILITIES TO BE BENCH MARK NUMBER 150 DRAWN FAX:940-251-IM SHEETf PRIVATELY MAINTAINED (NOT BY CITY). 1500 S. HAVEN STE.100 ELEVATION 1507.007' S.E.T PLANN ERS ENGINEERS SURVEYORS 3 OF ONTARIO CA 91761 FD. CHIZ. IN MIDDLE OF CONC. HEADWALL CHECKED 52496 DRAWING NO. Ph. (909) 93*7-3270 CITY RCE NO uj u- j Cxj) uj ucoj uj u- j X LLI Lu co _T6 0 Y6 ri�h k %J1 f _Z11 k jj u_ j uj u DESCRIPTION OF REVISION DATE AT SWC OF SUMMIT AVENUE AND EAST AVENUE. E.J.L. 2219-D APPROVED; DATE tL— FILE NO — Last Revised: Mon Feb 28, 2011 2:33pm Lost Plotted: Mon Feb 28, 2011 - 3:04pm Plotted By: station24 Drawing: k\72800\lMPLANS\SD\SD-03.dwg PROJECT SHEET NO. 19 OF 41 --7 C%j PRIVATE SYSTEM << NOT MAINTAINED BY CITY u- Q) < Qi C%4 PO 00 z 00 co r- 6 00 -t 14 ZO 00- (0 0 0 U-) JAA < _r_ro PROPOSED GROUND EXISTING 'GROUND L-L-j CO OVER PIPE C �-7 -j ++7 04 0 0,4- OVER PIPE CL 0 H=7.23' I.-u- Z 0 C5 < t= LO EXISTING GROUND z - r- 1 :2 (n V) 11 C-4 00 0 r 0 Ld 00 (6 OVER PIPE 0 V) 11 11 Fr C 6 0 OVER PIPE + Ilk. ) (0 C14 04:z� + EXISTING GROUND M 0z 1430 -1430- 1430 0 N Q�l WSF, 1430 , �O < I J- C� r-- 0) PROPOSED GROUND -j 1433.40 co 0 N r-j 0) U-1 0 -,-<< �<- � I.- OVER PIPE C + -j C� 00 -j - Cn C4 Ft u- T- 0--t -- - I o H- + 0 + MN 0 C14(y) lqt 0 < r4eid- C14 + T- :2 JG -4- 00 Lo 0 Nzttz r4i V wm 1-d-m 00 WS E=1425.62 C-4 N co cr- 00 H=4.0' V) cr WSE Cf) V) 00 PROPOSED GROUND + + 1430 1423.91 + OVER PIPE C WSE WSE 1422.71 - 1422.4 qb U)(n m m H=6.50" ' --H G L H=6.00' 717 S=0.0038 N z 1420 1420z to I "' - , - 1420 I � 420 �1-- 1425 , + S=O.1874 C-4 Lu S-0 UJI HGL 10 Z < z CL 0264 0 Z: ------- < m ................... U-1 W 1, U)0 CL m D U-1 0 --------- uj CL 0) z Q130 0 U-1 24 RCp CL r-� U-) CL. uj CL 0 co 60 0, uj > + C? 0 Cr_ i:4 1�9%"�-O CL 4A Cl- 4A CL D- uj 58 U-1 aj Cd 8j nz m U-1 00 U-1 IL z Ej> U-1 0- EL FL + CL FE a_ S==0.0092 z T N E 0 +L0, < +0 0- > oui LIJ z 0 Z uj 0 0 (3 00 cr) 00 0 z < C:j z Lli Lli POL6 0 z z U-1 uj m n(6 0 uj LLJ z LLI z N C) -Z ui 00 uj m U-1 0) m N r,� - m-j 0) z 8 z (/),r V)T- ui LO N > U-1 > V") > 0 T- z z N oo T- 0 0 T- 1410 . 4 + 1410- ro uj 0 z: N z LO Z Lud UJ m +(0 z 1410 C14 1410- +cr) +r,�,, T- > + T-- 0 a- � n �- In ;- r . A A - (f)(6 (0 00 o 0 It + ('0 0 0- n to + N + (0 00 co 0 co +LO > n V) A-7 1< <C14 <N 0 0 T- C14 6 z: o + 14- 1 =13';'6 cfs (0 V) U-1 6 z Q100 V) < N Qjoo)�,2=23.0 cfs < UJ +n 5 fps Q100 x2=55.2 cfs a_ U-1 PO Q�00 13.6 cfs U) U) Vmm=12 14 - -t - m V) T-- U) T- U) Q,00 3.0 cf s �<- E 06 't(0 Vmm=4.3 fps Q =18.9 cfs V) VMAX= 4.7 f ps 0 V)T VmAx= 5.7 fps < It V)6 = 6.0 f ps Vmm= 1.7 fps (10 U) 0 CL z INSTALL 35.39 L.F. INSTALL 35.72 L.F. INSTALL 4.79 I.F. U-1 0z INSTALL 29.21 L.F. V)T- INSTALL 197.63 L.F. INSTALL 158.66 L.F. SS IV) Q100 =48.8 cfs CP (CLASS IV) 30" RCP (CLASS IV) 427 RCP (CLA 0) + 0 24" RCP 24!' RCP (CLASS IV U)00 24!' RCP (CLASS IV) 18" R LO>: VmAx=6.9 fps z +0 INSTALL 194.28 L.F. U) 04 U) L A TERA L A '�" 40 36' : RCP (D-1200) Lt-ITERAL A-1 AND -2 SEE SHEET 3 SEE BELOW 9100 =49-9 cfs u --INSTALL 8.45 L.F. LINE -1 2 f ps 427, RCP, (DI 200) , Vmm=5*, 32 33 34 35 36 37 1 2 1 2 PROFILE SCALES V) W z HORIZON. 1 =407 5 1 0 0 LENGTH TABLE CURVE TABLE cr o 0 uj m -rLA W= uj m . WQMP GUNITE DITCH ID BEARING LENGIH ID ANGLE RADIUS LENGTH TAN. VERT. 1 47 c6 C14 0 12`08'027 45.00' 9.53' 4.78' z 0 - PER ROUGH GRADING-02 Ll N 0900'37" E 138.96' C1 + CO N U-j 0 cr) UJ uj n 1q- 0) 1 C� Vi 80 0 0) -i m N T- r- 0 L2 N 0900'3-l' E 204.89 C2 77*00'2Y' 45.00' 60.48' 35.80' ui T- T- - <ui n CID C14 ff) UJ 00 0) ot 3:> n 0 + COBALT CT 0). + C14 L3 N 3721'46" E 24-89' C3 610273S' 45.0 48.27' 26.75' ) j- C� U V)0 + 0 0 u uj Ld n + U-1 W + + T- 00 UJ 00 uj + CL L4 29*13'55' 7 -1 Ir- 1 0 _j N 44!59'24!' W 33.23' 22.50' 11.48 1 5.87' (D < 0- T- STA 1+72.90 0 N + a- oa- CO - <0 MH #4 TABLE GYPSUM DRIVE 3:3: < < U6 + FL co + a: to 0- 3;: L5 N 65*57'16' W 11 r1_ / % .42' Z < 0 F- U) + m �<- 0 - END PIPE wo Q0 to m co . 000 A=44� SEE SHEETU 0 (n bi Q 0 0 nz �< Z I L6 N 1905'11 W 22.68' U) m 0 UJ z V) W ow L7 N 39*19'16' W 1.23v 13=187 uj STA 1+33,a� n < Aft'Aft ui ui ut>. m EL < V) W C4 i.- U-1 it '0 0 C=2.55' MATCH LINE %)Z+ 14 BC END PIPE Fn o- U) NOTE: THE CONCRETE COVER ON THE INSIDE OF ALL R/W U) L8 N 00-00'37 E 112.7 1' Di -36 V) REINFORCED CONCRETE PIPE MUST BE INCREASED TO D =427 M / L9 N 17054'49" W 4.21' 2 L10 N OZ31'29" W 3 3. COVER OVER THE REINFORCING WHEN THE DESIGN PROVIDE A MINIMUM OF 1 .5 ADDITIONAL INCHES OF STA 32+15.67 V4 =STA 1+00.00 LAT A-8 ItK L10 0 Ll N 59020'04!' W 32.80' VELOCITIES EXCEED 20 fps. THE CONCRETE DESIGN 8�' WATER, Ll N 10&57'15' E 3.53' C, L9 10 10 , STRENGTH IN THESE REACHES SHALL BE F c=5000 PSI qP%AIP 35+001 36+00 , 37+ L AIA 4 1 F\I:L I IV- FOR VELOCITIES EXCEEDING 20 fps AND F'c= an FOR VELOCITIES EXCEEDING 30 FPS 'NI-TRACT, BOUNDARY AND CURRENT R/W_ PROP. 20' CUCAMONGA RAINDROP PLACE FUTURE, CURB VALLEY WATER DIST. SEWER EASEMENT co FUTURE� R/W 0 12 0 00 00 BIO-SWALE 10 BIO-SWALE n co uj N W< uujj PER DWG. 2219 PER DWG. 2219 (6 'd- CL. n CL UJ n Y + a: + < CO fh T- < < ui Lo WQMP GUNITE DITCH ,#40� < 0 g ui I �- uj (n uj V) < < uu-jj LO PER ROUGH GRADING-02 z co III u- I U) ui 0 00 (n 0) 00 uj 'a�)v ESS U6 ftf 11- 00 00 N io -4� uj + C14 0) C14 U) J. L6 0 0 <) 11- 00 uj ui OR ui V) N CL J ui U-1 + + + + - 3: 04 a- Q0 UJ U-1 U-1 a_ + 0 i<-- C'i + CL 0 Uj No. 052496 Q zttz - z , m z 00- Exp. 12-31-12 C/) U) 0 uj co < 0 0 ui I. z U) UJ + U) 0 V) m Z vo- uj OFF CA0� (0 m NORTH 0 m AML Alk a m Am, EL M^ MIL oft At 0 Aft 0 0 A ff-m CONSTRUC i i0N NOTES An ffs OT Y OF KAN%;Mw Cu%oAMVNuA%m CONSTRUCT 427 RCP (D-LOAD SHOWN IN PROFILE) CONSTRUCT 36r RCP (D-LOAD SHOWN IN PROFILE) GRAPHIC SCALE STORM DRAIN IMPROVEMENTS @ CONSTRUCT 24!' RCP (CLASS IV) 40 0 80 40 20 160 PLAN AND PROFILE FOR LINE A CONSTRUCT 15' RCP (CLASS IV) @ CONSTRUCT MANHOLE NOA PER CITY STD. 318 IN FEET STA. 32+06A4 TO STA. 38+13.20 (9 CONSTRUCT MANHOLE NO.2 PER CITY STD. 319 1 inch = 40 ft. PROFILE LAT. A-1, A-2 AND A-4 (9 CONSTRUCT MANHOLE NO.4 PER CITY STD. 321 APPROVED BY DATE: 3" /P1 A OF r @ CONSTRUCT CATCH BASIN PER CITY STD. 300 CITY ENGINEER RCE NO53672 V=RbAM Am REC NDED CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, TYPE A 1-ry u DESIGN MORSE F R A N C'H'O C'U u"AMONGAA S.E.T aft= CA mw CONSTRUCT 24!'x24!' CATCH BASIN BROOKS PRODUCTS 2424CB SCHULTZ VOIW940-�' WITH TRAFFIC GRATE PER DETAILS ON SHEET 5 1 HO VWANhW HOMES DRAWN PAX,90-25HM SHEET' BENCH MARK NUMBER 150 A SPECIAL NOTE: 1500 S. HAVEN STE.100 ELEVATION : 1507.007' S.E.T ANNERS ENGINEERS SURVEYORS 4 -OF 8 -- ALL BIO-SWALE FACILITIES TO BE ONTARIO CA. 91761 FD. CHIZ. "X" IN MIDDLE OF CONC. HEADWALL CHECKED RCE NO 52496 DRAWING No. PRIVATELY MAINTAINED (NOT BY CITY). Ph: (909) 937-3270 DESCRIPTION OF REVISION DATE CITY AT SWC OF SUMMIT AVENUE AND EAST AVENUE. E.J.L. 2219-D APPROVED: DATE -u- FILE NO - - -\72800\IMPLANS SD SD-04.dwg Last Revised: Mon Feb 28, 2011 2:34pm Lost Plotted: Mon Feb 28, 2011 3:02pm Plotted By: station24 Drawing: 1. PROJECT SHEET No. 20 OF 41 -47" WNS2 9 W LL_ 0 co r- LO In C14 L0 0 z m 0 0 0 m C14 c) oz � 6 Lli 0 C14 N _j c� 't m 0 0) m Lli r) + to m 0 _j 00 m 0 LLI 1-1i z 0 0 z Z-d- EXISTING GROUND + ]z H=4.00' :1 _j z 0 OVER PIPE EXISTING GROUND LO 0z WSE 'd- co C4 Fr m m r H=6.,33' n co OVER PIPE C 1449.16 0 C; r�z w -m N UJ M V) F-Y 6 0 PROPOSED GROUND 00 z 00 z ED GROUND, M S=0.01 20 z PROPOS + + n OVER PIPE '14% ' 6 "o -j: 0 _j + F_u- LL_ LLJ rl�_' 0 OVER PIPE 1440 0 z 14- z 00 Ld r,0) 0) m 0 + 4- L.Ij Lu 00 r-- ,d- ,I- _j o 14- 04 Z 000 - 0 C_� z V) m U) U)C4 �q- 0 0 It r m �:] (D + + 0 D 0 0 04 Z, J4 + EXISTING GROUND Cf) + 0 cr_ I.- . C) 'r- T- F T T- T- (n (4 cr OVER PIPE r-�V) PROPOSED GROUND V) C4 aE P 0 z V) V) 0 0 OVER PIPE C e2 co 0 N L H=4.0' H=6.9' 0 -U) z WSE m 1440.93 Q_ V) Lij 0 0- Ld V) I 10 0-_0o �0 C) CL WSE= 14 Qi 0- w 38.67 or_ r�ei z z U? 1440� 7 + rq 1440 , LO 0 z uj z 1430 ,- 04 0) 0 T_ m Lli + CL Lo 0 z z 0 0.0200 CL C�uj z (0 FL cq n co C14 oa__ (n �) 0 U) Nq + n + Cl) co m 0 It z +FL 0 4 In 4 z 0 z N V) UJ 14- + P0 + 00 Q,00 j< - Q 7- 11.2 cfs NUISANCE cfs Oq <0 1q_ 100 (0 n (10 1`41) 0) > 0 z -0 fps Ld VmAx ' 9.6 f ps VMAX=' 0 0) z V) V) 0; uj V)Mr- < INSTALL 4.15 L.F. INSTALL 208.53 L.F. 14 4 Lu ui S IV) + (0 bi 24! RCP (CLASS IV) 15' RCP (CLAS ui z ui CL 0 CL ui a_ CL. 5 L z C� z z CL m V) CLi� 00 z z + z ui 0 01-_ m ui z m z ui o6 m =44.6 ds 0 4Q0 C14> 0 V) 06 VmAx=6.6 , fos 0 0 z 0 "i" W__r C14 z 0 + C) Cj 1420 '' V) In> C,4 00 00 z 00 NZ co < 04 0- +0 NUISANCE WSE LO Z nz: 0)z +0 0- Q 11.2 cfs n 00 Q100 F- 1415.75 CL Q100 =69.8 cfs V) - +(0 100 r CL +_V) 15.4 cfs VMAX= 0-0 fps C-4 N r-, c,40) V 11.2 fps Q100 VmAx=16.9 fps <PO �0 C14 Lo MAX VMAX= I T 4.9 f ps 'A 7 (6 INSTALL 35.99 L.F. 1% to U-) (0 V)_t wm V) U, INSTALL 103.09 L.F. INSTALL 148.12 L.F. 18�' RCP (CLASS IV) A V)V- U)T-- -INSTALL 10.84 L.F. (D-120 24!' RCP (CLASS IV) 367 RCP 0) .15' RCP (CLASS IV) 7 r__z INSTALL 30.78 L.F. 717 7. ou;, LO 3C' RCP (D-1200) +00 4 7 0% C, 00 CF)Ld z 7 JIM% 00__ L INE LATERAL 1 LATERAL 0 C.0 ADDITIONAL INSIDE SEE BELOW FOR <ujt_j Q,00 6 9.8 cf s CONCRETE COVERING FOR PIPE 0-ui M Ld VMAX 29.7* fps 16 10 .46 INSTALL 87.82 L.F. -11 12 13 14 15 PROFILE SCALES 36' RCP (D-3000) 2424 TOP SECTION(V,,q Th'GAI-V/1',"VIZED FRAwk,!E) HORIZON. 1 77=407 mm VERT. 1 =47 mm T-C14 2424 STEEL GRATES ve" 00 C-0 00 24" NORTH z CID oo (0 (0 L TRAFFIC 103 lbs 24" CF) C)f 0 UO m w 4�'111,�_ _�, 3: 1"- 00 C) 1, " ".* C) (D + 04 0 -- 00 0 CM Lj- Q �,<,7 ,, F r m S,F F m _J (n 0 4 00 V_Ljj Ld CN 00 0) Ljj CHAR F 0 Lij 6 LLJ ++ _j + 04 Llj im Lij 00 N I V, 0 0 L0 0 + EL_ C-4 1m Ci 9: C-4 n + 0 T_ 6 L0 im u- 3: U) Lj_ 0 04 00 0 0) + << Cr 0 + 0 0 CL Of < or_ CURVE TABLE L6 V_ (6 00 CL z + 2424 LOWER SECTION(NO FP 0 oo V) + uj + < zliz - ID m CL 0 CO uj V) 0 0 + a- 0�1 _', LOVVERS fO ANGLE RADIUS LENGTH TAN. N 0 0 0 0 + T + F_: m < ui 0 (0 N`F: 11 i-- 18",2, z C,4 uj CO 0 z U) w /k, ui CL T�f�JR r Go 0 U) w M 6 C1 19"30$22 45.00' 15.32' 7.73'- 00 C14 :D C14 0 uj V) V) 0 g �<- 2 14" < C/) + C:)0 1.- V) + V) C2 4921'44!' 56.00' 39.45' 2 0 U) z cn co 0 V)(n (n z 0.58 + + < + 0 U) C3 6900,15, 45.00' 47.13P 25.98 0 3:< 24" 24". C4 6*55427 489.00' 59.13 29.60 cr- V) g V) A ~17 C5 9017'7Y' 120.00' 19.47 9.76 V) V) GOLDEN LOCK PLAL.,c L1 6 S F C6 Z22'09" 489.00' 1 20.22' 10.11, CHART 10 , C6 L7 15+00 L10 L8 C5 LINE F 87 SEWER 14 00 I __FO 0 12 3+ C4 01 NON, x LENGTH TABLE _F7 STREET WATER 34" ID BEARING LENGTH "LINE A -4 V4, zo SEE SHEET L1 N 2950'49" W 13.53' 00 L2 N 40"21'2S' W 13.45' 8 PO L 2424 BOTTOM SECTION(WITH OR K,'7'7-40U7'FRAME) Ot L3 N 0900'21" E 17.9 NOTES� L 1 1 _1 I f 1 GRATES A%DCQVERSAVXLABLE PMNU,3HL,-XK0Rr ED L4 IF - - 3 A'_V A N I N 00000'21" E 106.84 25' STORM DRAIN 2 'ADA"GRAI�iS MMLABLE PARKWAY&TRAFFIC EASEMENT PER SEPARATE ' L5 N 44!524 E 41.81 3 'HEEL PROOF"GRATES P4Aq,ARLr�N PARK�VAY ONLY 0) INSTRUMENT NUMBER Lij 4,A TOP SECUON W�TH FRAME MUST BE USED iF BOLT DCV04 REQUNR­_D C14 n U-) UJ 04 11 �I_4',�" _" , 24" 24", L6 N 37040'56!" W 12.26t R/W - (10 - V_ 04 04 4- 00 00 CL L7 N 0 Lij F, - 9 00'21 E 96.08' in m + 5w, STA 10+00.35 LINE B 00 CL _j 6 V)L-3 arg t SS/ LO L8 N 090021" E 37.95 _j( R -6 - N 0- V) 00 =STA 19+57.80 LINE A I-__ �35 WILD MAPLE CT. 't CO 0 ft� 2,124 T6 270 NONE < + + < Ln co U uj J. GYPSUM DRIVE 0 U N 1 ai SEE L9 01*43'44!' E 33.53' <<- V)0 V) (n ui M IL 2424 T1 2 '12" 405 14)6 N m 0) ui 11 m U-i 0 CHART LD Lj 2424 TIS 1211 745 L10 N 00"00'21" E 123.71' 0 UJ 0 Lij 38.53 Z Z F- 0 2 + DL 24" (4)14"x 14" LO uj m a_ + EL E No. 052496 ui CL + - (n uj 0 uj CO oo (0 L1 1 N 27*01 a- LL_ + 0 CD 00 CL m V) 0 z 0 "A- -A '05' E 4.15' Exp. 12-31-12 L12 N 15013 C) + C14:r LO Lu <1 611 cr- 00 co I_I__� $ w < 0 < Z#z P i-11 r", L13 N 7Z41'04!' E 30.90 I__ z I__ m C,4 (D 3: m 7424 E6 " ,') - u V) w V) - ------ _j (n uj L14 N 29*59'24!' W 15.00' bi 34" 34" OF CA0� U) F- V) LCNONSTRUCTION NOTES + 0 (�DU6 N, (416"x I I" m ------- CL V) C) '2424 LIU 745 C-"x 12" CONSTRUCT 36" RCP (D-LOAD SHOWN IN PROFILE) bi 2424 L2i- 24' 870 (4�14"xx 14 lob, AS EL 0 M 0 IL A gakh, ma U) Lli 15 1- y -"RA v CONSTRUCT 24!' RCP (CLASS IV) co 1 24"x 24" F_� VJVC�T wf;�Im"F VF K A� mvn VWCA CATCH BASIN Ems% IL I JIL MPEOft 0%TA 9 L 'Ev "r CATE m H 114 m Hu V nn IN %`15 1905 � ST"Ok" A DwmkA E mE&IT&-% CONSTRUCT 19' RCP (CLASS IV) Iff J1 . A " VH INSIDE OF ALL 1 4 1 8-x-1 8'-'- 71�71­771_1171 CONSTRUCT MANHOLE NO.1 PER CITY STD. 318 LINE NOTE: THE CONCRETE COVER ON THE V Ow"' 5`000"FILE F"R CONSTRUCT MANHOLE NO.2 PER CITY STD. 319 REINFORCED CONCRETE PIPE MUST BE INCREASED TO "LAN" ANLU r V PROVIDE A MINIMUM OF 1 .5 ADDITIONAL INCHES OF GRAPHIC SCALE LINK E NE3 CONSTRUCT CATCH BASIN PER CITY STD. 300 COVER OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 fps. THE CONCRETE DESIGN 40 0 20 40 80 160 STA. 10+00.30 TO STA. 16+10.52 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, TYPE A STRENGTH IN THESE REACHES SHALL BE F P c=5000 PSI PROFILE LAT. B-1 AND B-3 CONSTRUCT 24! x24!' CATCH BASIN BROOKS PRODUCTS 2424CB FOR VELOCITIES EXCEEDING 20 fps AND Fc=6,000 PSI WITH TRAFFIC GRATE PER DETAILS HEREON 3A FOR VELOCITIES EXCEEDING 30 FPS IN FEET APPROVED BY DATE: _ w I inch = 40 ft. CITY ENGINEER RCE NO 53672 SPECIAL NOTE: f% A DESIGN V32D R@*M AVIL RECO, ED ALL BIO-SWALE FACILITIES TO BE ONUA MORSE &ft= PRIVATELY MAINTAINED (NOT BY CITY). IWIWA4% WWI,% I T1 vi OF RANCHO u"NUCALM S.E.T_ ht^CA OW SCHULTZ WM90-2� *41 I 11uVNiUVhW BuMES BENCH MARK NUMBER 150 DRAWN I FAXx 90-� SHEET 1500 S. HAVEN STE.100 ELEVATION - 1507.0072 S.E.T PLANNERS ENGINEERS SURVEYORS 5-0 F ONTARIO CA. 91761 FD. CHIZ. ' )(' IN MIDDLE OF CONC. HEADINALL CHECKED RCE NO 52496 DRAWING NO. Ph: (909) 937-3270 DESCRIPTION OF REVISION DATE CITY AT SWC OF SUMMIT AVENUE AND EAST AVENUE. E.J.L. DATE k U-1 FILE NO - 2219-D APPROVED: Last Revised: Mon Feb 28, 2011 2:36pm Last Plotted: Mon Feb 28, 2011 2:59pm Plotted By: station24 rowing: l.\72800\1MPLANS\SD\SD-05.dwg 0%.4 PROJECT SHEET NO. OF 41 ,z CH- K' . I - - - _______ - - __ - � . - . I I � � I I� ­, I I I 11­I I, -1 "I'll I'll I ,,, �z­ - 111-1 ­ �,­,,­,]­,"",", I— 11171111111--, ­­,"",�-11111,111 1-1-111" ­­­-11,11- ---11"',1,1--1,11-1111,1 1-11-1 I'll 11 11 1-11� I -11 I—"I'll"­­­­,-111-11- -, 1-1 11,11-1111111-111- 11111-11 I 1-1--1"I'll - 11-1-11� -1-1-1--111--1­ 11,11-11111"-11-11,11- --11-1 11-1-11-1-11, -7_ -1111111- _­, I,-,-,,-1_11 I—-11711 11711 ........., -10-11-1- � -� "I,­ ­­ I � -11-11_-11 ___­_­­­ -­11",I I I ­­­ 1,,��11 I "I I I-1" , I �­I I,I 1-1 I'll I'll 11 I I "I ­11"I 11-I "I ­­­,I , ........ ,--1111- ­ -11, __"""'"", , ---11 1-111- ­1-11­­­­I -1111­ 1.11 I ­. "I--1111111-1-1-111-11�'­, - ­­­,"-11111111111-111-111111­­ ­­,_­­��,11 I 1-1-1,11-­',111. 1,1,, "I I'll, -­­- I'll I -1,­­­­ 11 I 1, � I I � I I�, I I : , , � �� -"7 7 1,11,,"" ­--_­,"", "" 11 _­ � ­ I I I I-I I I - 11,11 11 � ,�_� ,� :,: i,�, ," I 11 I ,I I I I e-"','',11, ,"" , I �"""", �:,--­­'-,­­­',�--,,�­�,----:,-­-,­­,­"­­­-",,,-,,,11 0, ,, �",,,Ii ­,_­"-1_1�I—'I­­ " .1 I..-I—I-1-11-1 -1,11-_­-11-I—' , ", "e, "I I 1, i I I I I I I I I I :, - I I I r I I I � I I I 11 I I 1, , , i , , -I v, ,, ,_,,_' --, -�......77'777-77 I" ­I I I 11 I 11 , ,:,�,,"�,, -I I I:, I I I - I ,� � � I I I I,,," . , I I I I �� I I I :� '' , I I 11 I I I I I 11 I I I ill I I I I I � 4 I :: ,, ,'� ,,� ,,, : �: ;>. �'":,,",-_ 11-111, 11 111.I 1-11, 11 I I I ,I , , I I I t I I I I 11 I - I I I I I I 91, I ,I I I I I I I 11 I I I I I I a�� , �'' ,:,:�, ,:��-," .1 -11 1- - ,:, "_: , ,,�:,_':i_: 'i�......11 -,__�........­ ­­''I­_'_� ,�:""',"' "" " :, , , ":, , 11 I� I I I I I 11 I I I 1C, I I 9 I I I I I I I I "I I I � � . I - -��_. ____-_________.__ ._____-___.----_-- - -__-__ --_______ -___- _________---,---_-_____________________--.-______.- ____.--_____- --_-__—,-_ _­- ---_ ------ -----___L___--"--,.-____-__-_____ ­_-__­­-_­_­­.­----_ ___.--_-__ I I I I � , , I I ? I I I I I I I A I I I I I I 11 , I a ",,," , " , , ,,'' I 11-1 11 - �I'll I -111-11--11-I� ­ I 11 I - I I I I I 1 4 1 �� I I I I I I I 0 � -_I -� I� -erf "_��......., "",:.i:i.­:_"," I I I 11 -11 t � I I I I I I I I I i I I I I I I I I I r I I I I - I I I I- I I I I � I I I � �i I - I I 1 4 1 1 1 1 1 1 1 1 -I - -�- I I"I ,_ , �":� , I I I % . I I . , i I I I 11 :",, I'll I I I �I - I 11 I I I'll 1111111- ' ' I'll — I 11 I I I I I I 11 I I - 11 "I'll 11 — —,—A —T,::: PO- __­ — ", , ­ - 11 I - � I I I I I I I I I I I I I i , �'� "I '' , 11 I ,'I I I I I �', V, ,- �:1 , � " I 11 I — - 7 ,,, I I I-- 11: � I ­ — ''I I L, - -111-1-1 -1111 -11- - 111­1�:Ie .:­ _�"'_""'_'i �""�...,"l- R��: M,U�) _ , -.NUjLt_-­ 111-1-1 I'll I 1-1- --11-1 I " Ill'— I 11 I ________.-___ F._______._­___­-­_-- -,--- -___-- -_____-_-1 ___.--,-__-.--__- _______________f; -____________-___--� ,-____-_--_-_--- ---I-- - _---______4____ ---_ -- -_,--..-,--- I I i 111" � I I I I I I I I I I I I � 1 I I I I I 11 I I 1 4 11 11 � I I I 11 1i I 11,-�I I -� I I I I I I I I I I I 11 I I I I I I I I I I I I I I I 11 I I I . I I : I I I I I I I I� I 1- -_11,1111-1 I-11 11.I� I I I-I I I I I I 11 I I I I I I I I I I I I I I ­_�-1 I- , -I.� I I I I I - - I I I I I I , I I �n ,- ,, -- -- "" I I I �I I I I - , I 11 I I I 11 I I I I I I I I I I I I I I - I I I I I I - I I I I I I I I I-1 I -I I 11 - :," :1-:, ,,, : , -­I -- - I I I I I I I �, I I I I I I I I I I I' ll I I I I a I I I I I I I I "I I' ll, I ''I 11 I ­ ­-, - ,, m1i I I 11 I I'll, I 11 - � I I 11 11 : , , I 1, ' ' - I I I IA 1 14 1 ,:_� L"_�� ",-,", �"'' '_:"_�::,�_- ,I,,:, , , 4� 1-1 1-1-11-­­ __-.--__ ___._________ ___­--I----.--- _ -,__-__ __ ,--,---.- - -_______- ...J. -.,.- 11-1----I ­­­.-___-----I-__­__ I ­­­_­=­ ____- _________ -"--___- -.-___ " , --.-I--,--_Q_.�._ - - .-___J__­ .___- --.-�,----,-------L�---,-,--.-.�-�-- .----.---.�-�-�------�.---�--..--.I---L------A- � 9 I , I I 11 11 � , I I I I I I 11 I I -1 I'll, I I I I 9 I I 11 I i I � & , I 9 I � , ,::...7 � -r Z" ��:_ ,- 1:11:1 - I 11 I I I I I I - I I I I I �1 I I I I 11 I - I I I ,I I I -� ­ 1.11 I I I ''I I I I - I I t "I I I I I I I � I 11 I I 11 I � I 11 I I I I � I I I I - I -I �4 1 : '', , ", : , I I I I I I I I q i"� I � � " , i - I I I I I k , I I k I � 1� � ` 1� � , I , a I I I :, '' I I I I I I I 11 � I I I I I , I 11 I : - 11 I - 11 I 11 - 11 I I ' 'I 11 11 �'j_, , N' ' - ONf M" 1-1 ,:," , L, :, ' 'I I �, ______________________ __-,--__ ___.- -_­I I— __ -,-''-----I�--.,----------�,-----.-------L--.-------�---J-..-,,-�.-I�,,�--,---.----,--,�-------�--------�----------- ______ .__- - 1, '-I- "I � k- I .---- ___ - .�,__.--l- - ---__-____i___-_- ______-.--_____.-_.__�_____..--___.---___-__----I:.--____-11"" _-- � I I I 11 ­-_---____­_­_-----__­_ - --,W-c) I I I 11 I I i I I I I I I i I 11 1-1 4 I I I 11 11, I I I I I I 4 I -111- 1. 11 "I , I - T I I I I I I I I I 11 I I ., I I 11 11 - - I I I ­ I 11 11: 111- I 1 -1111, ' 'I I I 11 - I I " I'll I 1 3 , , " , I I I I I � I I - N i I I 11 I I I I 11 i , I I I :" ,, , ,, ,, 1, I I I 1 7- :, �� -I I I I I � I i I I I I I �I I i I � ) -0 � 11 - " I 11 I 11 I 11 I I I'll I I I � I 11 11 �i_ I I I' ll , " I I I V 11 " ' 'I I I I I I 11 I I I � I I I - I I - - I I 1, 4" . - 11 I'll I I ­ 11 I -A I I I',' I I , � , . �,I �, 1i ­____________­­__ -------,-- 1 4��_- , -___-----..!--­___­__1­­_-1-1.-..-.-­­­_1__..__-­_­­_­ ______ ____I,--,.­ ­­­- 11 _-___1__.1- ­­­ ___ -- __- _______.___.-__ -­ _________-,- __ ______________-4__________________­­­____--I--,.---____­­___-__.__1__-­--­_----.__4,___-----,.----______---_____--.­ -- -­__-.---­­­--1­­­____ _�_ ----4--- , I I I I I I I I � . I I I i I I I I I I I I , , a , 11 ---oor-_ ���-,-, --I ,$ 1 1 , I I �� � I I I I � I I , Im I I I- I I I -I I� 11 I I I 11 11 I ''I 11 I a � " , - 11 - I I 11 - I-I- I - 111-1 L,::,.,-"� ,,,: ,�,_: ,, : I I I I'll, I I 6 I I 1 $ 1 1 1 1 1 11 I I I I I I - - ­-,I I'll- � I 11 11 I I 11 I I I I I - I I I I I '�, I � ,, - ': -, i , 11� - .0) , -f-,", ,,, _�:_,� :�,, _��,�_- __ ____,", , """",__,","", __ ''I'll I I- I -I I. I � 11 I I I I I I I I , 0 "+( I I I I - I 11 I - - I I I ''I : 1 :, I I I ''I I I - I I I I I 11 A, I I I I I "I'll, I" I 11 , , , I"I �,_: - - L,""'' e,__�_'__��_' :'':,_:, �­_ , I, I I I 11 I 11 I I 1 14 "I I I I I I I I I , I '�,' I I 11 "I :, , � I I - I I I I i", 11 I I'll 11 11 11 ''I I i - A: I -1 I I'll 11 I I 1,_11 I ,, , I I � I I 11 I I I � 11 11 I 1, I , : ," ,�'' ", � , , ': - � :1 - ­ - :1 - �, '':,,-_�,� ::, i"i""- , , �' : �: a I �', 0 1 I I- �-­ I� ­ ­-1 - ; I I �, N I i -4.- -,--------.--�..--,---�------�-�-,�-,---------------,..--- -11 __________ - . -------- -----�---,-.------.-------��-----.---- _____-_______�� .-_-________-.-_____1_ -z-'M---_ __ -.-______4_ __ ____ ______ ---.------____-_--,.---_-______ ­--_­----- ­__--­--.---____1. , 4 1 1 1 1 11 I I � ,� --,--____--_______--7-­___-,--_____­_______- � 4 i 11 , " '� . 3 � I I � 1� I 1 ( T_ I 11 I I - I I � I � " ,� '� I 1 V4 a < I � I . 1 I I I I ( r, - �, I 11 11 I I I I I I � I � I I *bi i- I , , I I I It , 1� I �11 I � , �, � � ; 0 �� � I I I 6 1 14i "I ­_ ____�__ ­ ­­­---I--.--­­____.. ____ __-___--__-_-------4-------- _____ ---�------,--�-,-�----��--,----��,--,--�--.--., _______-,______­_____- __ __ ­______________�____-.-__--_________-,________________..;__,_.--_____-___-________.-_-____11,�__1____­­I------G,y__L___.-___.I -EWST1 . I t-.,L-,-- -11-­__z_ ­----___-____- � 1, ,- -__-, i "I -_­­ i - ____­___­­_­­- � 4 ,I I � I 11 I I 1, � � 1, , . I I I ,I � I � h i i � , � . 0 11, I I i - I , 1� � I I ! I �, 1, OVER PI E I � I I I 'I, t + I I I 1, I I 11" I I � � � I I , � , � �, I � _J_ "I i i I , - ______ -_______�­--r­­---,--T--- __._____ .--I--_______.--,-----__- ,- -_- - -____.-_ - . ­ -------- ---I---.-- ____.J:._,._,____, -I-,---___�,_ --i --t" 1, I __ -711- .___._.__­ -,-__ ____ I -1_­____--_1________­-,--­­ .I---­ __ x - _­�_,­­I— -,-___ _­___. -_---____--- --­—— —_ -——_-_ — C,4 Z_ 11 ­_ 1�­­-1 —__ —_—-_ — - ——-_—-"—,-,­---— .Vt �, I , � �, . � 11 � 11 �, P � �� � I I I . I I I I � I. 11 "I —____ I t I , � "I I I i � I I ,-% I- C14 I . � � It' I � " I I 4 ,I I � 11 I I I I I I I , I 11 11 I I ,,,I i - � -______---..--.-.- -, -____.-__-, ­ -.----I- -1---1-11­I- _________ __________. -___-__ __---.__ __�_______-________� _____1___­___1__1 =>�_____*,--,---—1 _____ —I----I __===--1-===--___-_____ ,.-.__ ___ ___ - .- . �----_ ­-_­_-,-.-- -_-----.--_ . 4 1 t, "I ----,- -_ 11 , I I N-D- - I � � I I I I �, . I 1� 1, I I - I I -- I I I � , � N � I � � , I 4 I I '' I 1,11 I I - I 'IN "' 11 I i I W I � - I I � I I 11 - ., . 1, " , , - i 1478 1 � I - � 1111-1" 1-1'11�­­­I.-­­, ,-111-1 1-111111-­1-11 ........._��___" "I,­,I ­­__ 1-11111-111 1-111-11I -111_1- 1-1__,__-"-,- - _ ­­_" -___- ,­_111111--1 -11-- U11111- I'll ellllll�111111111_ 11111-1 1-11- 11111- -11,11�11­I I 1 ­­­­, a, 111-1-111--- I 11 --I-1__-__1_11----,-,,-----I-­­­­________ 111-1-111 I�1111­'11 I'll, - _-� _', -11 ,­­­-.1--'I,­­­ 1-1 11 11---11M1'---, N--1___-1A-1 I- --,," 11,,,,,,",,,�,"',"­� _11-1 "I -1111-y'"Ill, �­­­1_1111-11 jm­­111 111-111 `11111-1--1 111-111-1,1"', " ­'­­ II.-I-11��,�'I'll""I�'ll""I'l�-,�'ll,�-1- 1--1111, �11\11­­1111,111 "I --111_­­ "I'll I - ­­ 11-111,11, ­­­­­ 11--- "I'll", 1111-1,111 ­­­­ 17',11-1' _­­­ - �­ - ­ ­­ 1,1, ­ , - , I " - _­,�-11-7 11 I I " ,� I � I I �I �� �, I 1� I I I I I I I�I �_111 ,�' 11 i I , I 11" � I , 1 -5 1- - -5-- -', - ­-, ­ Ill �0 I "I - � ;,*I I 1 I- I 4 I I '\ � � 4- 1 1 - I -1 I I 11r_�0,:_ _____ t , I , � ' ' � 00 C) -1_110 _1 I 11 , , I If I I � . I � � "I "I ,� I ...',", 11 I IST NG � I C),< ,,-- "I .1 �, i11 I" 4 � r I ` I , I i L1.1 ILI 11 - � � _,____11 - I -- - � ____._1__--__-__-__ __ ___._,___._ I , " 11 , ____7_,­­____— ­­— _,�____—­— _ _­ --,--.--.---—-__ —_-, ­__- __ _L_____________r___—­_­___———­-­­_________ I_ __.._.L_,_.,______L__, ­__1_,..___ __J_-.—_.—_____ __---,--L:Z--____—__­�­­.--.I-_.____.___L - — I—_+_ __—— --F ____________ 1. _._._L____________ 1, �, �11 I ;1 � 7 F f I 1� I n, I— 11 � , , I I �,_— ! 11 t- 11 � I I I t-_-I----___ — ________ i I �, ,� -CL�, I I I I , , I " I , I � I I ____ � I I I � I 11 � . ) I ___� � I - � � i � I I I I � , I I - II 11 I I I 1, I i _-,_� � F � � _____-____ ____ -- ---------)I-- ____—I -- - -_. ­­­­­­� -�-----------.�--,-----�-,-------------- - -_-__-_-__ - ---_-_-__-_---- I -_ - I - W � , -_-17-___- , I - ; I I I 4 ___t"f- I ------=--==�-- I---.;.--_ ___________ ________I------�.__-_-_-_____--- " I "I � ! ill 11 1, ,� I 1 1 1 1 11 I �I I '� � I � � I � .,,.,- 11 . -,__�--- i I 11� I �, �I I I I ': I I I I � 1, _--t- , i_ � - �; 1, � 11 I t I __ I � �� I I I I I I I I -1 1.- I I I � I I I I I I , - I I I - I � I'll, ____­­__---.--_____ ­­�___­__ --_____ � ,-__--___-- I-______I-- _______­_____-­ --­­­ __­­ __-____ .-___._._____________ _I-_ -_-____----_---.--___---,.-_ - -—_ --_-_-_ __ ­_---_.___ -.-- - ----_ _.-_.-___---_---__-.--_.____�___-_­--_­­11 I , ==_ I t I . , � k I I � 1, � � I �, � ,� 1, I I 11 I I; I � - � I I , :� .11 11 I ! I I 4 I I I I 11 I 1� 4 � �, I q �_011 i � � I I � I , 11 I i ; I I I i I I I i � 11 �� i I I 1 -7-- 1� � 11 I 1, t I " I I ;. , -f- , ________-11 I ---._____-.--__ __ _ _-___7___.__----_--, - ­_ _----4-------- - -1;_.- --___-_-_ --_ - __�_ .---- ­­ -_ , ---===I=-------�---- I ,z, ____ , � I I I I I __1_- f- -_.- I I" I -_____--;--- I 1 4 � I 11 � I � q ", I --r::: � I I I I 'i " i � � I - I I � I � " I :::::=- I" " I I I I� I- I I ­ - I I -� ----------- ,-,,------11--l�---,- ___­�__1____________1J-__ =__ ____1__1___1r_1_1_____1 ----I--- ___ ____J-__-_1_1 ..,___:r_,______ - __ ­___ I- --T_ _._.�_1._______­_1__­_.1 ­_ , .1 � _4_____-______ a � � 41 1 — I � I T - - ;1 I 11 , I I I I ! I �� � I I I , I � I I I I I i ; I I � t � � I I I I I - - I ' ll, I I - I � I I 11 I � i i P �, f, i I — _____.----__ _ __ — ­— _____ — —_—— __ I -— — _.—_— — ———_——_ I I I - I -- — _—_—_ ——_ i I 1 4 9 I I 11 I I I I I I I I I , , I"/,. I I � I , i —, , 11 11 I � I I I 11 I�I 11 I ____- I I _r I I— +_� 11 , I ,- I r � - I I -1 , �]�, I I I " � t � I .1 I - C Z I 1 4 1 1 , I "I" I I I ] � I 11 � �� ]" � --- ---- :�_ I �, 14 "I , - , �, - "! I I �, I I I I I , I I I _­- ,-- � __________ -__---.____- _� = -_ __ T__ - "I _' _ - ___ - -_________�._-_ --__"__ -- -_---_-1 . ' -_ ____ ---;;__ - _. - 1-1.i---.,- -__­�­_­.--- , I -1-1 - - I � I� ; -71 4 1 1 1 � r-.- � -mGt---- , ::�__-,-­_­-_-,­__­- 1 4 ..� �11 11 - -_ - 11 I __1____--_-- I It/Z � ;;;z;--,�, I I -_T- - '� I I " I I I �, I 1.1, I I .1 , 11 11 I I I - I - + 4 11 I I 6 �1 � I � � I i I I I -�_____t_ - � ,I � i I I I � I I,- I I , I I I t - , I 1� , I I ? I'll I I � --- �', I t ` I . � � �, 1� -____._________.. .........- ____- , I ­__ ____---L__- ___.-L_11� _ ­ __-_1-71-1- -1 - - ­­ ��_, �_' - --___-- __ -_______­- -- __ --------,.--,--�.-------�,-,--�------,,-", __.,_L.__.____._ ,--,---________` �, , L�_- I I I 7, 11 � - - , I I I I I I ,I I --- - � " � I I N I �� I �,,, , I , , I I �, I � - __� I � I � I , i � � - I I I I ;1 " I �� ',�_--- ''I I _ � I I �. I 4' 1 1 1 � ,I 11 � I III I - r -__- - ­­-_­ I ___ - . __— I--- - _.____ -__ - - _ ___ __ ----.;I-- ­ 1. -----_-_ ____ I 11 .- -1 I �I I �' I I '11;z�- I I I � I . I I � �� W ; " I - ___� _T_7­_ I . , I �___�� , � I I 7 � � I � I I - . . 9 I I'll I I __�,_ I I I I - I I - I � - 11 11 � I a- , I I : , I -­_ I , _.J��.' I , 11 I � I I , � I - ­ 111111-11 , I - 1-111-111 n", - .- I �111­11­1111 -11111�1­1,1111­ -0�1�1 I, , -11 . ­­­­ ­,""."1_,--_1T_.,­1I_ I I ­­­ I " -1-1111111�1111 ­­-1_1 : I - '11- 1.111111--1-1111111111, ­ -111,11,-111-I ��` ,,,,,11 I'll 1-11" _11111", -1111 I -_I­-____-_­_ .11 +_- " - �__-L 11'. 1 ......� -11 ­ ---_t7t 1.11,1,1, I'll , I I 11. .7 ",0",1,I,—I I 11 I"I 11 1:11 '11,17111111111-11", ­­­, 1111111-1-1 11-111,_­­­­ -1 1-11-1 la- ­'­-1_-1111.-1'1-', 11 1_I__1I1.­­ _�� -­ .-m-m* I 11 "I-1 ­-.­­��­"I'll, -1 11-1 1-1-1-1­­­," �­­ n--1 1-I-_113-,;`-_ I1111--1 , I 11- , - - __ ull 11 e � 1, , I ­ ­1-11 � 11� I . = 0-, ­­­ � t I � I 1 *4. 0 __� I�l `1 t, I I I �11 1, I 6 , �__­�'11'1_--`1__11__1 . _� 11 5 �, I 7 � I I, I .. .1 I I 11 11. I 1� I � I I I I I I I 11 , _?T I ill ______­____ _ -__________ ____. _____ .- _.____.._­­_______.____ -,--------- __ � __- - ­­_­__,�.___ , � "I � I I" tx _!`s�__­ -- - TS�L_!�� -_ ---. --_ I I ­--_- � -I I 11 - -:---­_--_­_-_ �& .1 I I � I I , I - � I � I "I PER LAN �00 -D I � � III , 1� 11 I . � 000 11 �, _t% ,� - I— 11 I I I � Im � I I I � I `1�1 "I", � i , I I � �I �11 i 11 . , I �� I - I " I I 11 , I I I _______- - _____ -__- I--_______-____- ___ � __ I,iT FL....44� _____ ____ --.- .-__ __- -- � .-­. _ - ___-,_______ - - ___._ - ______ - -_ -_- - - -_­--_---_____---­_.- -___-___-_ 1 -7- -'-- , , UIJ I , "I I , � � 11 � Lo , - I I I 11 J ` I I I il I I I 1� I 1, I I I 00 1_'. I I I I . 4 1 I i� I ___­__ � � I - I I 1�j I , � "' , � I'll � I , I'll � I I I I - 11 - I , - � I" , 4 1 1 > . I I I I I I I I I �1 I�, , I I I I I I I I , ; LO - 11 � � � 7 , , , � " _�� I , - Ill - -_---_-- =_____ ____ I---.-- -_ ___ -_________ _____ _______________.___- -.1-1______t-__- - 1-1_-_-r.__.1__ .--= _0a._�;____--­�w� __ --------- - I____ -_­­- ­_--­ , -_,_____`_--_­_--_---___,__­_-_- --_ . (0 I I _T_ � � I � I 11 4 I �, 11 I z 11 � I I �-------�- - I I ,�, � I I �1, 1�4_ i I I I I f - 11 I � -___F__-_---'--_ I'll I , 1 4 � :1 I I � � � I , I . e�j li I � n - - i I I I I I I I .� I � 11 � a I r_1 I I 1� I I 11 I I 11, I r�,_ �1. " , , I I I , , I - I _____ __ - __ ____-I -- -___________ I -1 _____.___i ::r:­--_ ­____"7_____ I--___,"�_ - ______ - -- � -_-_____------_ ----_-_-_�--- I _-_--- __L______i --7-'----'-'-'-'-' --------------- --.Z-----____- -___r "I 11 I I I -11, I I z A I t 17F � 11 � I � I _I`_ , I I I I I I � � __T_____ — 4 1 —7— ­ 7-- ___________­ "I � I ; 0 � i z � --- ­____ `31 CK I '!"', � " I co W, k , : " , _r I I I � � � I i . r �11 "I , I � I I 00 ! I ( I I'd I I �, 1�1 '�, I I " I I I �, , _____­ -.- .— �_­——- —____________._____..—____ __L____ "-___ —____ I--——__1 —____ .—­___ _ _____ _____ I -___ —— - ­ F __ —_ - __ -_____. I ___--.--—­­­_.___­­­__ —_ ______ I � I �_ —1______ ­--I--"------______ I �, � _=J— ——___—___1— k RC )-- 1'\ � 11 I, 11 �, 11� I I � I I I I � I I "I I, � 1 C14 4 1 . 1 14 - _J I I 5� -1 � I I I I � I " :1 i � I - I I 11 11 4 I � � 11 < i � I 0 1 1 1 1 1 1 1 , I I 11 I I I I 11 I I I :, - I ­I- I I , I � -.-,_ -­ - � � - -_-- - - ------_-_---_-_--"-,-- r ,� i .e r�,� �_ -d-� 111 -_-5:� I I I I I I - I - ." I I - I --_--_- L_- -_-_ --- ----_ , ---____- ____-­---.- --___-----_-_- - I -- - - < --—� -------Cr Q " I . , 11 I I - I ___1—I ------F=--T-,I -_ - , V_ -T� � I -1 . I I � � , I 1 1 , U)1 4" , ,N. � I I - I:z � .1 OF � ,I � � i I n I , CIS T- Z, 1, I I I I I I 11 . 11 1� , I I I I I I I I I I I 11 �- �, �,'�, I � -- .?r I t (C I , " 0- I 11 I I I i - I V) �-r- 1:0 I I 11 - .1 I I f., _____- __ I I" _­-­ - _____ . -- -- ---__-, ­­­______1__1___­_ ____ _ - -_-, - - _-___- . ____�,__-_--- ­­- ___I�_ 11 I z - I __-____-.4-- __- I ..__1------r-___­­­ I —I _ __-, - - _____ _________________,---. t � i �� "I-- 11 -, , LU03 � � 1� �, � , I � 11 �, I- , I ; t I , 144- L � - ? . , z .1 I I I - I I I I I I � ,, � I T � 11 I m I 11 I I 11 J '. I I I I i 0 1 . 11 y , I, , i _r— , � , ­_____­_______ -.--_. .-=____1 _ __ ____ _____— ­- - ____-.—__ __— __________—-_-, I,-__-­- ._�_ L , —___.- — -_. ________ I—_-1---_­-.---­—___.___ _­ .-­­­­.- '" , / _to_,_____.---— 0 � I- ------____FF__ � I I 1�1'1 I I , ---7- -­ ___ , --=-_____ " � N 1� _q - . : ,CY-7'___L-___� 11 I - I � 11 � , 31 � I ! � 0 > � � � I � I I ,k-1; , I I I I I 11 I., I I I ,:c I , . ,. 14 0 "I 1, 1.I z � . . ,T�V_- . I I I z ­ � ­ I I I , I - I I I - I 11 A 1% � � I _.- -___ - - __-----;.---_- ____ __-.-__-___.________-�______ ___-.-- .------ _____ ___ __ __�__ -a ___ __ _� - - -.--.-__ I ===� —__1__________- -_,:r__,'__---_____- _____P1_ - ­--.-.--__----___--r----______._.___ , < I ­ 11 I I I I I I 11 � I q N I � I 11 I IA 4 11 r I < "I � 11 � i__ , � �4 0, � , , I . 1 $ 1 11 'e, " 0 � I tm-fit ,-- � I I ,I F - � I , ,I 11 � I I bi I �', 4 , I I - I h W I-.:::IT-- � � I -1 "I -_' � 41 4 , i 11� I 1� , I 1,1111-1_'_........ -1.11, ­I——I— 111­­-,I 11-1 " ____ I—— -11 1.1-1-1- �11­1,1­­,­­­­, I- -­­ 1,1-1- 1-1 I,1­1i�,_ %.IN I— I ­­-I.- - -,11 ,--I'll,-_11--1-1 I. ,,,,11"I",1-1-I­­ 1111-11 I I I , I I Q ", I I �� 1 4 - 110 -� )r� I I I - -;z;------,---, I � 11 -1, _ , - 'I)I I _1-1_1 , 0 — 11 I _ '. �--1-II-1. - , 1-1- m-'r-, , V) ___ -3, """""' ­ ,, "'_­­ 11-A111-1--_''I'll I ­,"I 1 I — =t I -------- ­," -1 ­- I 1-11- ----1-111-1 --111111'1-_117 11' ­I'll ��",",I.."I�7 gt-;J. ,, I—— _1 1 11 - --1 -11 11,11-" ,�," _1 111.1 ­­­11-11 "� _,"",_ "" 1, ,,,, � �­111­ -1-1111 ,, ,14)., M47 -, ,,,,,I 1-1111-11:1111111 111-111 1-11"" ....... 1-1 1-111.­­""I, 3 ,fs , '' o- 4 CL - 1-1 I" 1 ' r . I .J1 I 1 1, � 3%;W I - I'll, , I I � 1, — t -1 -, � I � _W_­I—,-- I "Ill"., :11.111--l-w-'I" �-i-,-,�,.'',,�1,1�,�,��.",t,�"',I LN:;� I , L T!--`7"' I-�` , :3 � I%J1W I I I � . j n_- 0 , , , , 1; . ,I � . I I _L � �"? I 0 LL- I - - , I __ � % - _1 ,- 7 ­_­_­­­ _____ ---[-- I*1­ i __ ­­ ­___1-1 -_____.- __ ­­­�­___--J -a _<_G� __________-,_-___________ _ ­ - -- - - - __ __ -.-__ ___-.---.--I-­ - ­­ ..--____ � � S_ 1, ­_�­__-_­­­­_ -­___­�­ ,__ _____m_.%X - - " ., . 1 3-41= 1 , I 11 - I I I .me- I �, 11 � �, I I ,� 1, . I 1� z,.I:[ V :r- %. I �� � I � -4 4,--- --,---- , I I _1- :; � 4 I--4u IV- i I I -- �, � I 12 :5 �� �� i , 0 m,Ii.� , � I I I 1. 65 p ' U) 3� VI-WII-y F -1 C r ''I. I I " I I S,C -00" I � � I � 4 i � I I * I � 1� , � 0 4� - L-----L----! I . ________-__­- .--- --- -­--------­- - --,-,-------­,-----­-----­-,-­-----­�-­-­-­-- ________ __- .__ __ --- -_ ---- - - -____ ,- I __­�­- _D:�______ —-__ ______-"--_____----- �, ! z i __X DF).- __W -_- �, ! 7 I , w "I W I-- � � I , I I , I I 1, , :7 ��"57< , , � S , I 1 11114 1 � , 11 Q� 1� � . . I I V 11 UJ 0-; ,� , . I I I , I I 11 I I I I V ;!I -, 11 I - I I . i I I I 11 I 9 4 1 11 I -1 - , ____ 11 ___ _________- 7 --__________________�______11_________ ______­_____-_--L--____-- __ -­- ___- -__-__-_­ I __ _.______-4______ -_ -- -_ -RON ---------__11 ­­__-­-1______ _______:D�__- I __�­_-I---___1-­-'--'--- � ---___1_1t__­--_I I I I -7- -_ - - __W ''I I I I ''I I I I I I R- . _O_ ) C- � t11 "I 11 I I - I I , , �, , � 0-:,, I I I I- ,� � � I'll I I I � 1q_ 7 � I � ; I 175 -, , 11 I � � � I � I I I I , 0 4 I , � I �, I I I " -,,:0 ,;, � I I I 11 ,� I I I I I ,�, I , �, I ......I =�r_ I ---� ____._-- ­--.--_____�__- --­--­��­-----­ .-___ .I—­-_-_----_-­_---- I CR_, - ---____-_-_ - _________ -_ I -_ -_ -_ -_ � -_ -_ � �11 I I A 5-6-9.�lt-t�7-.F-.- :As � I LLJ*, , I I F _7___ � I .� TI I I .1 I , I �� - I I ,I -. Z I � I I - I - 1: . I I � __T__F - 1�1 , I 11 I --=- - I � ___1__-___-_ I t "' -t- � " � , --a It I "I I I - I I .- I I � I I -_ - I U :T 66,14,17 L ff � � elf -, I t * i, I : L__ I I I I �, ` I � ______-.- __-_-,__ 11 ­____- ___i__ __-__- --__ I � - I I� I -­—---, _­ -_ .----I--­___­­_­_ ,- -_ -_ �­-_-1-17-1--_-_ --_----_--- _-_ ,- ,--I,--- - � -- -- ____-, __ _______ � __, .------.--- I I I ? � i � 11 i � I i I t I - I "I 1-9 I � I I 11 I11 i ­ I I I 11 11 I I - I � I I y I I" 11 � I � I 11 I I I I I I I - - I I I ,11 - I , T I -_ I I' ' -T F_ ­'_ I � i- I t- I __ , I ___ -------- _________"1____ --- .--------- I __________, -_ ____ - -_ - __.________1_.._._________ -------- ?______r_ - --- — ------�--.-------------17---",----,-"-------,-- � - � x I , ,61 �' i I � I i "I I I � I I .1 -Ir - 1, � "I _4� ++ I 11. � I ! I I 1; � I 11 � I I . '� I I - I I 4 1�' I , � � t _T___ I I I Ill � 12 . ; I � I I 1 4 � I I 11 I I I � I I � i F .­----.-- --_____�_ ___ ______,___,__ ­ - 111.--­ _. _­ I-_ ----I-.- ­__ .---- ­­_ _.--_ __L_ -- --_____r________ I � ­___,_,_"_—� - � U 4 I � ____---------­­_­_,______`_`__­_----,--,- I I � I I "I I _F " I I I 1111111111111 I , I I �0 3T 7 I !�, F I I I 11 I 1. � I -1, I : I I I I t` � ; � F, I 11 I I I I I I I ­ I , i � I . I � v 11 " . ; t , . , A 'I I I I I I I 4 1 9 ( --t-- I -,----"-- -----T---- f, I C - —, 11 It I I I I 13 QD I I __ ­-, _­,___---­­ _ I I ----, L- , .ml , - . --- � I I ------_-_- - --_.­�__­---____ .I------_­---­­__ I'll -.-.-_________________ ­­- ___ _-_____ I——-__...."__._ _L___4_1-__-_I-..- I - I I _ tio 1, __- __'L_.__________ 7__ _` --7------­-- ­--'-- -1----T-11-- 7----1_­­_-_-_-_ � -_ � I �, II I I I I � � z 1 4 1 1 1i I I I 1�I,I 11 I I I I I I I I � 1i ; i I-"? � I 1� �, I I I I ., " , I I - I'll , I I I I I � �, i I ", I � i W I, I . I i'l I �1 I I I I I 1, , ::- I I I I 11 �', I I � I , � Xi TING - . I __ +_ -­- -1--------,_ _.F1 -_ -_ -_ --_----_J _..-_----.-_­_-_-___-��_-_-- C1- -A .E - --- _____ .-_-----,--_f_ -_____-.-Ii- ---- ­ ------117- I �� � , , , , I I � 1 , , 11 1, � __ION� F I IIN 11 I , "I t 4 . � , I I C&: I I � �, I I ; I , I! SI - S' I I I -1 114 � I N I - __- � - - --------- -am-- i "'l, I I I I I I !� I : I - I i 11. , 7�I __ -7T - � 1-1-11 ­­­­1",__� - -111,11". - .. � "T',1�1­1­1,11111­ --,�'I'll.,�,-��,."I,�.11-11,11,11�,,�ll",--,"",''�,i"11,,,,, -1-.117-1-11-) ,,,­­­­­- P-��... 1-11� -1 -1 ­­­,,­­,­1_11111111 -,"'I'll -1111-1111 11-1- 1111111-1- 11, I -1-111,111 - "I'l",�11,1�,'I,,-",�"".,�I 11,111.,-­­ -,. I. -1-1-,1'.1-, F_ --,--,------, T_ — — + "I I _,_ __ ''I r-F1.__4 -­D=1zG0y 4 _­�__- - ­ ­,'111,1- _1___ I � :' �, 11`,11111-1t11_`__1_ _"I__ -,,,I ........ I'll"I'll", I'll",I-I 111111-1111 "I 't -1 I III,, -1.......I—. 11 ., '' -1 I ­-1-1[­­­"I -11"......�­ "",,,, It - �, ....... 1,1-1_1 L�_,_J.............�,","',__J,_......._...� _1_1.1.1."7,_r,.,,,.,,.,, ,,,,,, �,'__I"""""I_,"',1__',�,I_'_..._-_'___.'_'___",",",�� A I E-,N I I'' 11 - I".,_1,___11_-'I_ - , ­ "I'�11.11,111,111,11.11�'I'',"', . 11-1 i..111111.111-11-1 111-11_1111-11-'- , �, 11 11 -,t , ,,, F -1 -_1-111-_ 1­­C0:!!E,L111 �, 1-1 _�1_11-111"I"",_1 I __ ,_T'J_,� , ""","",I",","'ll"�ll,�"I",�"""I � FT I'll ­','­­­, 1-1111 "t"',_ 11 -1-1-,-.1_1_ 1111-14111 ,""I­[­­­ UJUJ, 2 1 �<-:2`" 22 23 24" 25 26 2 7y 28 29 '110 I 1 V)wfm� PROFILE SCALES < 0 0 HORIZON. 1 If=40' W m 0 bi IV I = � m - VERT. 1 =4 y 00 06 M — _J 1 co 0 _ _ -1 Z) '-"--"7% . .-I"m = *7�2�7 I? J� 1 . V_ . 'H RCB U-) M U') - , �, ,W"""* I / A I 0 ,.I- L6 r- EXISTING 7"Wx3, 0 - I /of tl.) I 0 PER DW NO. 2000-D 00 00 "I 1`tA(___.,. I 00 . . 0 r,-- + 0 . 4. LO Xn L6 . 0 + + 0.) SHT 6 OF 10 V) W::�� 4 n 0 0 co 0) V) +Z*z 0 CN + �__ + I ,_W + U k..* ui G`LDEN L,`CK PLACE T- > L0 �<_ N Z N I- 04 . < �<_ U) ��XISTING ESM`T. LINE � 0- N I ! N � i I I ,_ ,, F­� (n I i :20 -IC) � � I I , I I� < ;�-_Z g I � PROP. R/W �_;? U) REMOVE EX. RCB AND RCP I- IJJ UJ - I �<_ I - I ) � ," I � U) W co (n Li I I M � , ­ REMOVE EX. SOUTHERN HEADWALL @ Cn � I __ - i . ) - - - � � - - - � L - - - i- - - - - i - - - - - - - - - - - I--,' I \/ . I I 11 I AND RIP-RAP. I 11-1-1-----__-._1__-_________ __________ -��-,---�---.--.--,-----,---�,----�-�--,�--���-- --.-��--.--�-�,�---�,��--�----.-------,�-,-,-,----�--------���, --��---.,--.-�.,-"-��-,-��,--�-�-,-�-,.------�.�-",---""---,------�-----,-�--l��.------�,.�.-------�-1.1-1�1--�-�-�-I------,----- --1-1_____________-­,_,_,_,­______­-____,­.____­___________-_1.-­­________­­__­____------,�­______1 7 � ­` � 1, , I ____ ,gA'<.,-­ / I , "" " � \,�/' I — " EX. CURB i ",11 STA 10+41.09 LINE E � � ��Il "I 11--l.-��.-.�,-�--l"--�-,---��---,( -�,--�....­­­­ �,�,-��-,-���----�--��,-,��-�-�-"�,��,,���,---�-��--�,-"-"�",---�"-,-,--,-,-��--l.-------�-1-----r---�--�---�--,�,,�",----",----,�-,--,-�,�-�,-�-��,��.-,------��-,-��,-�-",-,-"�--,--,���-.--������-,�---"--�,-�-"��--,-.-,-- I'll, 1 4 __ 'F ___ -7___-1= _____ - ,I-, *_1_�I __" ____7=, -, ­�7--_ 1_� , " ___.�_ = =711=_._ ._.1____-...__1. ----.---�-�-�---,—�-.-----.--.--------.------------ , I �rp f� -Ir ­7­�777-,'777 ­ ���_, _7 --- I ___�_I I_�_�­_Im._�,�_�__�._____�_�,��_"I��__�__"�_._�__"_'"_� " 7-=-- CL _-_ RCP ____ ___ - -­"­ --: _E`7 :�______-_--- _�_,�,__ - - _____.v.�I��_�"_­:�:__=_= 7- __ __ - -I ��7 / JOIN EXISTING 30" *_ ==­ : _-E! -,"-----,-"- "- --=--=__z1__1=__ ----.-=.- - __..________________­. ..... - I - - ,_____,==== I =�_____ ====--­ ­­­--�=== :7=\_;_=_*___4k_:_-__:��=_ ,�,���--­__ ,= ___,_____=_,=__=_::___ ____ ,_======.. ---== - __ I z:=z;====== — � L_ = --= — =_—_ �� __ , - " --:==- _= - - --z=;= - -__ ______ — . ­ �Ir 1= -------,-__� == - — - — - — �- - := r ��__== ___::=__r_. _ _� . ---- __ ___ _=1_,__=7_ --,._-Z _7 ____ �-7=_7777____=____I--:,-=- I-------== _ � - - - , - — _____ __�­_,==_:�Z,_,_z_- == ==____ ____ ______­__ __!_� � LE—E _,___.__.___ -----.-- =_=_==== ,z===__z=_=:= ,_=__z_7_=7_z _7=1 - ___ .--- _ -_ — � _____ - __ -_.----=— =-. __� ==__ -__..=__=_­ �_,��_� I . __ ___ ,_=:===..........: ______- —, �1� — � --- I -­ . ­ ­ __ - __- /--*% ___ -7 --- __ ___ I ____­==_______ ----=— _,_­_`'_=_=__::____=___"___ _____— _,__�� '73_C_____=_­_­­ ________—---____ __,_ —.-,-, __­ I— ---__—— ______---- — -1 _­___---______ — __ 1:RP___ __—---". , __ — .-— —— �� �� � f ,-___ I -- /__� -----Ek-1-61-VAfE-R­­' 07% ___4�,___ -_-__.-...-____- --- ____ -____ - --- ___ e�-__ ____--------------E-X.­-T--6" -'WATER-(a-----�,-,T- ---- - -- ­ - - "\ - -17Y I ; ? 1 9 I'll .1, , �, �, I �0 r10 ''I Z� __­ ­­­ ­�_, ­­_ ­­____ _­­,_­---­­­__- , �-'J' L4 , " .�I_ Q � - - AN � I 1, - �_ ­­" , � k" ,� _k "I'll, 1/1111=7=777+=,77777777=-7-, -7777 --771Z77777r7—­1—,',,I, ,,,-,,, 11-1, — I — �__ I � � 11 �, " I , ­ -1 " " " - " I " I I 11 I � I I 1� / I I �',V- I k ­­ �� 1 " �, A __ I �I" � -_ ,a" _� 1-,"_� " CURVE TABLE Iff I CDq__ . �� -­ !----------------A— —. -- 7 1 - - I ­ , ""'i = , - � I I I'll, a.- 11 - -1 - ! .- I . .. . I . PER DWG. NO. 2000-D X�-� -77 77-7777777=77-77-7�--, - - V , ';�"I, i- :, I I�, I I � __ I� ,;�� , � " I I- ___7___-________=+ " � , -+I ,---,+--''I- ...... "I , I "I '1-----(E---�--,7-- -77----L--77=77-____-��-,-,--,--,-+-_,=77=___ - _�_t�� ---(L---- - �­' -1 �� EXISTING 307 RCP I I � I 1 I , , 77 7_1 7� 77tt I , _17___-__________+1, , � 11,7 � , , � ,7 777, 7_77 I 'll I-1, I - I 1 , I I 11 I I I I I , I � ,�#_�, ",,00� -, � - 1 I � I 1 1, I I " ''I , I 77T' ,,,, I r- I I _r 11 ----.- - ­ I ': ,, I'll, I 11 I 11 I'll I' ll, , I 11-1 11 1-11 I -­ I I S �- _",__-----___--- . _ - ____�__- ___­---.,-,- __--___- __1-__ ------ __ L5 �w _=_ . ATER +00-,, '- ''' , I I 1, - , — . I " 1 'I' ll 1 ___75TUU_ 1 � ' I , � I -- -___ I *UG-177,47 I 11 117 �/'111­1�111 1-1 ­ 11 11 ,23 1 -11 1��1111 -1111, 11�1 -":111­1�111­ � 24+ -,G- 1 1 , I I -1 11 ''I � ''I / 1 22+ ­ I�_ i U., ,�" 0 1 11 _1_'_L�-____---__--- - ,27 � I - - - __ .-,-- --- ,-- __ __ - - ",.- ,__ �E-X-.--J 2---'-'--W `26+00 --..----" =:__:7=_=__== =___z_____= ::====� :=====n===='=!------,-.I��--.,--�-�;���,-'-�--�:==--=�-_z�----= �=__ ....1��__====___­____1___1_-1--_---=_1___=__=_7____m_=,._ �----���-,�--,-�=-=-=-=---��---:----�---�-----.--,Z-=-:=-,::=---���, __="=____=__.==___=_.1..___==__=__=_:7=___1_..._ __ _==_====_ _. I I ,=____ _ _ - I", � --__,_,___­____­­____. __________ ___ =_====_= =___.______ ====-:,--__-- ===_===_1z =�___==__ ==__7===== =====� ==__=;:_===__ rlx:lr_-_ , - ======4_" ,--__ C 1 2ZO9'1 27 45.00 17.40' 8.81 - - /­ __ _.... �-I ­ - ___=�_,__.__ ,-=--=====--,.�-===-�-�l=--.--==-7�:-=-�--�--=====.=-Z".�--�z-==--:===-=--��.-:-�===.=-==-.-�-.--=:--=---=7,:-�:---===-=-=I - ------, ,_______ __ - __ --:r -- _­­,": _____­­­__---­_-________-,- ___­_--- _­__­__-_____­­,___­ -"--,--- -,----"-- ­__­_,_____ - -, ---IT.. .. .....n ­ _�F � - -_-t_ EXISTING 60" RCP _� �__ ___ =_ I I ___ _..._______.k_1__L__ - ___ ------- - "_4PER PLAN 2135-D / I- \\ _,- _______­_______­­­­___­­­­_____________­­--.---,­­_­_________________-1---�--------.-�-------.--------*�C -�___,f_,'­� - _:a_ A /1%n - f--^*n 1-%9-7-102 ^P -7 -7^� r%f-% r_%14 P :, %­Z_ - A Q / X\� i BANYAN STREET EX. CURB ,,_�, 7 z1_\ %-..Z- UU le-V %J/ ........ F%_f.88 ---------14r-T_._%_J 0 .7-V-.,U-r- - - - - - - - - — - - - - . - - ___ �� ­ - . ­­ ---.. -1 __ __ _.- ____ _ _�!�11� � - - - ��.­­�_­ , ,­ _____ ----. - ____ __ __ __ __ ___, __ --- 11- �___M_0_1!---I_ -.-- _. ___- - - - - - - - -1 - - - - 4 .00' 5. $ `7 -_ __ __ -"-"- --' - '-"- ­__ - ___ -- ____ -,-- "-,-- - -- __ _ LINE E ­­ ___ __ I- ­ , ,7-- --- --- - ----- --- -- -"-- ,--- ,---,r __V ­-, _____ __ _____ - \ 9'46' - 11.911. 99 /-,-- __­ _­ __ 1- ----- ,-- ­__ ­___ --Y- ,-,--' '- __ -.- ___ ____ _._____ __ __y,______ -,- .,-,- ___ __ .___ \(___ __ __v __ ___ ____ ___ 111(__ __ ---____, __.. ___ -.- ,.."- _,__ --- __ ..L_ ----___� ___ --- :-- z- ­. ­­_ - __ -, _­_ ­_ - , ­ ­- --,-- ­­ ­­ I i . ^^ ,--7 ­.­ 1-1--l- I __ - _ __ ____ ___ ________ _ __ -'-- __ L,=,E-7X- =R^ - -7-Q o.U-7- / __ 1-1_-___- ___ ___ ____ __-, , _______ ____ ­____- ­­_ ­­­�. __ ____ ,----- ------ ________ I ____- _­­_ � ____ _11-1-VI --1-1- I I—- --- ­ ---- -- ----- ----� - __ � - ­­ ,-- ­_ -, ,­ ,­ - ­,_­_ _­ - _ -, __ ___ - ____ _ __ __- ----- ___ ,_ __-- ­_____, - , 1--l- _,_____ --.--- ._.____ --.1-1- ---­____ I -­­ I __ _­­ ­ ­-, ___­_ , 4 - ,�_,"_ _-, _"_ ­­ - __ __ ­­ ___ ___ ____�__ ___ __ __ __ __ __, ­_ _ ____ __ _­ I � - - ______ - ST-A 28 PC4 0722'1 9" 45.00' 5.79' 2.90' r-f"% mr-^iK4 -rs il i A, __ ___�___ -- ,-,---, - , - ­_ � I'\_ __ ___ --- --- __ ___ - -- ,__ , I __F.Tr-1- ----� ­­ __ ___ -11.1 ____ " --,- ""-- __ ,_K,___, --,----. -I---- ,-"--,-. ----"-," -.--"- ­­-- ______� '­,-, ,--,--, ___2'\___,_"_ --"-"- __ -,- __ __ __ -",-- __ ___ ,-- _ _Z�____ _ __ _ __ __ __ __ - __ - -I'-, I---- __­­ ­__ -",- ,-- --- -"-,- ,"- ,­ -"-- ,--- -"- -C-�t �L-V I C= // U-) I ill t'. ___ __ ---. ­__ ___ ____ ___ ­­ ­ _-z- - __ ,/-\ __ __ __ __ __ _,_____,__, __---__ - _.- ___ ___\1- _ ___ _ �_,_�­_ L3 5 41"51'05' 45.00' 32.87' 17.21' 1 � __.___,____ I /______m ---------La __ ­­­- I..--.- _1_____-_-_, ,_ ­_ ^ ___-_4-___ - I STA 28 i 82.0.ml _______t__ �---� - ___ _ ____­ -- ZN _%_. I-' -,_­--=_______­-=--- I ___ _ �� -- , __." _11KI _­ _____M __.-__ = � I� ­_____­__ - .--.--- If r_m =. -/-,----- -i�;5-_--,__---------- --=_�� __ _______-_-1__- , I /,,--;;";171- ro zzn-- 0 --, A STA 28+57.38 ,___ ----/--- ____ r- I z I R 1 -4 L_L., ­ t n -\ /\ // ',�� N 11-4"I- ./ + U) I STA 28 "'t -4- L_z - -1-1-F-1 -2 0 1 0 0 r-(I- - 11'7 1, r- I- + Z44Z . STA 4-C.- I %_0Z_.C7_7 T__ U) \ I z1\1 :99=, —BEGIN TS. 1�1 400 ,- r-kim -rc, A-i /' N . C1q F__ \ I LINE G 1-1 1`1 N (0 �,- ", 'M I . < 0 - SPECIAL NO TE: L z XISTING E U') / W < 0 (01 1+ / ST Cl\ I- I- \ 1 7 / / 00)k / EXISTING 1 1LE-00019,1:1: PER PLAIN! 2-VENENG-9 LENGTH TABLE - I U) m z I � AN 11-1 CU_r r_ nE, I n i ____ , --------ff�t-d --- - 11 V, __ __ - ___ F__ A '' I I DRAINAGE FACILITIES IN BANYAN STREET IS I'll 1�1" / -%Mdl\ ESS/ ,,:--,.7- , r -rr-f% ( )( , - - _____f_1_4 I T_ I I I L., I I 1 18-1b. � "I < t<-- , / L_r_A%.fL_ A - 7 r-A 1 Cz 1.11) J. I 11 11 RFORMED TO MINIMALLY DISRUPT TRAFFIC FLOW. I'll I- U) , ZL\ Ll N 89*56'25" E .1 5t IV, e <�_' -I-_�7_) " I I I ,/, I 'A @ "I U) 11 ,�1�1 - __- � -----T I "y,'__�_ - I - I I /I 1�1 ,\ I , I, / / / t \ I I EDULING IS SUBJECT TO THE APPROVAL OF r ,�� L2 N 89*56'25' E 304.88 /__ t�� G) - � \\ \ I /I 1� I 11 THE CITY ENGINEER, AND MAY INCLUDE NIGHT CONSTRUCTION INTAL OrT / C-2 11-1 I'll / / /�� I -z 1 $A-f %A/ 4n nip (/) -I- , - / 1�. (9 / --- - i ,\\ �� N ;C3�3 9 I vy- a 4-U r— �9- No. 052496 ' ­­­ \ 17__-___\\ \ ____,____..1 ____/_____ 1 .__.__,______ WITH FULL STREET REOPENING DURING DAYTIME HOURS. SAWCUT EXIST. CONC. PORTION OF RCB 'F_­*� / \ EXISTING RCB / ­, � - - i_J__t___T,::1z_z__1 __ Z_1_\_,� I m ­', -"--,---,-"-.- _ ­=_ - I , - - '-r' - . ­­� A . ­­­ =_ - - , ___ __ .N_-7--11-__ / �_ __-_V_ ---- - __- ----"--------,- AND EXPOSE 2' LENGHT OF EX. REINF � I I -___4 i =_=_:EEg 'i� Exp. 12-31-12 ---,o ­_,___=­,__­__, ___ � _______1------- - I-..--------- I \ I / 2 - - L4 N 74!46'39" E 6.71' -�____11-1---11 _1_.___1----___ --_1__-___ \ ,---"--- -7-7-E-H 1__-___-______ - 2' � - - \ \t\X\- "--,---- / FOR MINIMUM 2' REINFORCEMENT LAP , I \ 21 z1_\ / __ - - It 4 5///, 1,1141 L5 N 89*56'25' E 54.00' W * N\ I :_=_1_1 1-1 I I " - - A C/Vlk- ly",^ "I, PROTECT-IN-PLA6_E_6_'"_ I - I - STA 28+f2.42 _ -----.- - � . 8+57.�__ ' � , QQ PE, L6 N 6917'1 27 W 8.48 �^' OF CA0� E$0, _9�.,_%_; k . END P I �EG. z 1 io.or-t I Zi� ENLA*G;E-U DETAIL I--- 10) . JOIN P 1 N 84!06'OU' W 0, �eQ�OSED / / TRANS.. TS 0 A otl I=n N / END 1 -I.= - I --I—, - - 1 L7 \ ;;u Proposed Transition Z, 4-4 I %.J,r_.%_1­1_ / , 7 \ STA 28 ' !­_Nm._�� / "- / 0 Q - --I Structure I-[ U / / \� Lij W m -'U) _W_ Q EXISTING HEADWALL PLAN 2000-D z , I --- c'4 z I CONSTRUCTION NOTES Exisfinq i -�,� -14 114� SHT 6 OF 10, PROTPT4-I N-PLACE N ��R_46,i _ __ 0;W CIT Y OF RANCHO CUCAMONGA '----�-- - --- Wall RCB //---__-- !,-f--r-, C. 1,0 (0�__I .... 4"q: N n +0 Q) CONSTRUCT 427 RCP (D-LOAD SHOWN ON PROFILE) Proposed reinf. bars N co + 1+ co Z!;i__ +(0 00 CO ZN S T O"R M DRAIN IMPROVEMENTS (�) CONSTRUCT 30" RCP (CLASS IV) 00 + N CN U) N 0) �<_(3 I- GRAPHIC SCALE PLAN AND PROFILE FOR V)Ui E NO.2 PER CITY STD. 319 Sawcut existing conc. and ,<I ,<I N1W _k____ �<_�<_ (n co LINE E expose exist. reinf. bars (n(n 40 0 20 40 80 160 LE NOA PER CITY STD. 321 11-011 11 I I I I I - I ,�11111�'��ill,'' I STA. 6+68.47 TO STA. 10+41 .09 ___ lyiIIIIIIIIIII,,,111 1''1111����������� 2 IIIIIIII1111111 III!IiIIIIIIIIiiiiiiii 11�itiallit 0 CONSTRUCT TRANSITION STRUCTURE NO. 1 PER CITY STD. 3341 Lap W/ if Const. joint !Iliililill�iiiiiiii�ilillill,� m I LINE G STIA" - 21 +35.85 STA. 24+82.59 @ CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. 336 spacers ,, ( IN FEET ) __ ____­---I, � 1-I— I I - I , @ REMOVE EXISTING BULKHEAD I I Exist. RCB reinf. bars 1 inch = 40 ft. I , _____________m DATE: .4olle..*,110# @ CONSTRUCT CONCRETE COLLAR PER CITY STD. 329 Exist. CITY ENGINEER 11 . RCE NO 53672 @ REMOVE EXISTING HEADWALL, RCB, AND RCP PIPE PER PLANS ,z RCB Wall ____________ DESIGN V=PaM Ava RECOM DED I ,z _11----------­-- C C CU"Ab"A S.E.T MORSE SUN*am z W%ft CA QM ­_Z:Z� A Ko HO VNANL4N HOMES ----------___ I 8 CH U L T Z Vaba 94WIM-00 PER CITY STD. 120 DETAI L ))E" DRAWN IFAX 940-2*-= SHEyff ­­� - A 1 1500 S. HAVEN STE.100 - A ELEVATION : 1507.007' S.E.T PLA I=RS ENGINEERS SURVEYORS 6A ONTARIO CA. 91761 1 REVISED ALIGNMENT AT JOINT TO EX. 6UPRCP & EX. 1�1 1, I � OF 8 . R __ - CONC. HEADWALL FOR LINE G. 4/4- 11 __ FD. CHIZ. "X" IN MIDDLE OF-I-CONC. HEADWA DRAWING NO. - �, ­ T -- ­ 11- F-_F1 I I ...... , III " , � I , I I I I - F J FHi L _;F :_ I I ;m � 0 N � - --]-I _,T -_- I- , DR 4 -1 _L I i -J__ -+--- t-1, I _ I- I &I 4N1.),�11�G � UN I I __T 1, I 11' ,---, --I , I I I - __ __�_ __m , ____ - ___ -U11111 -1 I - - % I [_ _ I I -,- - __ _ I -fl,1 ­1 -1 � i I . I [1 I____. I 11 _�_ r__ I Ph. (909 DESCRIPTION OF REVISION DATE &IW---- AT SWC OF SUMMIT AVENUE AND EAST AVENUE. E.J.L. C_z,`��_ �_ RCE NO 52496 2219—D __ - - - I ,APPROVED:l DATE 4-1-1 I IL IL . FILE NO — Last Revised: Thu Apr 07, 2011 - 8:56am Last Plotted: Thu Apr 07, 2011 - 8:57am Plotted By: stafion60 Drawing: l:\72800\1MPLANS\SD\SD-06a.dwg PROJECT SHEET No. 22 OF 41 I . - ___ -_ 1111111111111111111111111 - 1111111111i'll 1111111,1111 loom� 111111111111,111111 -111111111,11,11,111, M - - _______ ______ . __ --Il 1111111iII11111, - 11111111111111111 - I I I � I 11 ' 'I ' � I � I ­ 11 � � I � � . � I I I ­ I 1 11 . " I " � I - 1 . 1 . 1 - 1111 I I . - I . � � I '' I 11 I � 1 . I I I . - . I I . - , . - , , � I i �, - � � I I I � I � I � � � I ; 11 � 1 7 1 � � , I., 11 11 � , I . . I � . I 11 . �, � I � � I I ; I � . � � � I 11 I ,, I . � � li . I � � � ,, 11 I - ) I � � � � � I � � I . � I , 11 . _111__1__--'____.---.1_-1.__­­­",�-,�"..�---�"-,----"--,--",�-�l-. , : I - I ., 11--l'-,-..�-,�--"--�",-�---�-�-�-�-,-"-�-",�,,�--___�_______,___11__----11­_-,__-1---l-1-111--- I I , , I ".--,-"-"-""-�"---"",-,�1--l---,.,�,��--"-,-"�-11,�--l�---- 1 it __.- � I I I " ,-1-1 I I"I-11-­____-,�__1­I--�--­____,,I I 11-I�I--1­I�"-_-,,",-11-11 I I 11-I-1_--"�,""_-,-1-1­_1111-11 I"I I I-.111-I___-",-�_�-____-­­_-�_,�___ -___ - - -- - ­.- I . I � , I ___ ___ ,-Ilmmx�- 1, I I 1, -1-111-11-1--........__-1-11-1 I-­__, - 1111110 011 I �, :, I I—— ___ __, ___.__________" --T-.i- ---�--: -R77;7 � � I :" : _____�_______ ­­­____,___ f-li"K,ki. I I S"I'V1111 -t . PRIVATE SY � -----I',---1,1-1-1_11--- _--j- � I � -_ : . -_-_.-_-­­­-,- -, I ­_` I : I . I I . -) < �, . I � :U � . -- - -.1--fl-, __ I "I I � I � - "" tZ,7 ,i-, 1,7-, STEM , , �-AL Tsi, "I"" �71_�",Tt," �cl _`�_ _ _H_._!'___, 4 ­__-�I I I--,,--]--------_L_-_ . NOT MAINTAINED BY CITY 11 �'�'­V'Min; No V�­ I . � � : � e,xco�,P,t ff,,w Type 3 E�"":)o_rlkainnt Trench r-21) .,,---2 Ft -40I. 1 � I � - I "- I I 1< I- . � V) � � I 1-1 r,I a I I at ion tlh�_-re V3,/ f Emoanxtrent.Trench C,)7",�,.--,�V���.....4"�4�t�5I __1__1­e,e;�i;(1%J, - � 11 11 I 11 1, 0:)� i,EC,1�.-mp( clvm F't,i;p�zLfq t,e, I . :�r I - N I � '� I � � � , � � ain (10 of p;pc-,.--,, " col -*1_1--_-7. - ��" -� ; � iii - _,:1 . " cq"� D I' I 4.�1� ii";;ii 11 I � , I I 11 � t.'N. _1-_______ ­t`i, '"� ,.- 1:_ -1 F- - I I M � - --1 � ./.',7 � . � "I It ­- . I . 1_-_-1,- ­­��-­-TI-1-- __"­ 7!� ")1rf1hW,1!'-, -I ­­ I ]� ___ , <f � � ,1 ,,-",""�,­ _ ­I - _, ._- �,, il � 11 . - M � I I N�,'�, ,,-,,v- y I � ;_ - 1, ­_ , . "ZI-111-, - � I- 1- I—- ­ -,., �� ): I - ,� I . � %�N,"N\\��N",", _%Z.­��-,, t"" , " ___!I'�, �,--�: , -lZi 7i F i�-,�--ne iT�-F�Wr- ,� K -- � I il,""',�- " , �,, ��, I Vo ,200r, 1 c , 7 ," ,: 11-3 L0 1, � F- I � "I 1�1 -t- 1, - -Z>' F, I v ( EXISTING GROUND � " I 1�`,_, I _­­ I ,�""'N:��' "- , , �,�"-,\,\\11 � __T_ � ,." . - I . \'��\-,Z��--Q-� xN"� _., ;_`1_X , (0 . I � , ,_,��,N�l i \1 ,,�\ ,\\\\'-, , ??"st"14 ff ro"Tc".9 I Nl\ � 1� �_ - """", , - "I��\","I , ­->-,,-,,�,,'-"-,:�-,,,­ 1XI, ,I I , I OVER PIPE C � 5 � 11 11, '1<1 ,\,-",`\"I "I , � ��;�-�nl NYf A-1 he I 03�,­v - I 1\ 1'�,�,N�1,,\ I \�\ __" , " ", , i I 'O (6 1 � � �,,�, ,�\",\�,,,��1�,\" i�_-­ ; , - I , I 11.-,"�,�,,-,"\-, , � �, I I � � ,,, 11 ---,_'i ---" ,�� " , r,firt­,��,T__�.�cf,wr�;f! i I I 1\\� - , -I-�,,,, -,, , - N�� t / I I :0 V) _J �� � :5 � - � . ""' ' . - ;__� -` _______­__ . � ''\`,`,''x""N '�`'--- � -"-' N � \ �, , 11,", ?--slopo or, Share AS Nncelssary " ­��_­z_�­ 1) J / . . 0 ,,� , , - __1 \\,, 11 /�1 V , \ �, � I ",N��N\�, -"� ,�' � 11 ,1 ,",N� �,,� - Ln'"'Irer Side I',' 7�,­�X>-Z,,,I / 1, 11 11 , �� i'- "I 11 0 + 0 U_ , I I M 1,'I,, \,,,,,� I 1.",, xj, ,,,,,,,, � r,�f,t6,:it V),bx!fr/J`;'%"W,1�ta1;,v .. // � . , � �"\ % ,�,� _':, �, 13 and 9----�, Tr q!,11 fle C:4!r",= ". I 1, 1 I , ' JA90% " \ N,�,,,'r 'i �\,,\, *,\�,J," '11� - - J f" 11 I , "d- 0 ­ �­ I ­ - I ­ I -Kou , ­," - - �­ - ,�,,��, I v, - � e� �, � - , �� _,,,� ______ I I l?"X(Eli?,ty, f I �, 450" , � , , '' , � I I., I I �. I 11, I I I I / -"\\,,,,�,� > i I I 1:�) � I "I 0 T- �- Afl^ ' �1 A 9Z I \J __ 1', ��, __ __!�,e _<� I � - I . � I I �. I I - I � . I - � %. �� , - I -_: �, � \,:,',*'\'_\"N'\',"N' � X, .11 , " <,,, - __�%- I // I t , :�� -I I -Twu , 04 LLJ 11 , ,\ ',. 1-1_11_-__�,�`,,-- " .0 1 I I _� . r-� 0 0_J - X\,_X'_�-N- (,,_,_,,,,­­1- I I" _,� ,,� I 'n / I ­ 11 0�_U_ : -111- ­.� �--,<, � r, � � -1, i- , � ") 143""-_ROPOSED­GROUND r- - 11 I __1 I ,­ LP + I "',\,�,"\ # _-______1 ,1� - - ,,,, �, - "La*er Side NOTES*- f ',t � I � _� - < r-C-4 I z � � / - I - I ,, � I _J I \""\",�,___N -T' �\ � " " I ,.1. 'y I c� ; . to 1� I I \% I, " ��,I 0 Itee Note$ 0 Cnd 1) 1. dritess attiervise snown an ttie pinns or spec'f1ed in 4he srpoc;of J, 11 ,, I OVER PIPE CL I 11 F--; - I- . I + � M I ,',-,�"'\IQ:'-=. Z; I 11 � - : CL 14- r--.rI­ _J � , "",",___ � I _�,-,- � .4-­,­,�' � 1 -�__'. � I I (f) U.J W zuz � � � � T_ I , 2�71� r s tectint; tne L 11q. L-4'.'4 1 I- 'r-())-4- � 1'%��,I­_ � ,�� -;,- I Islon, Ihn Cuntr,c-tor 5nall hove lbe mflor� Q e , f 1, 1_ - -41 � I "I, , 'W� I provioco .I -11--T-.- -I--- - , I �_ � . If— I . 7- / " I .11,-�,, �__-_:._- prov I �/ -- M � I �- (3) - ,_,rL___1" 2Z _1_41_;�,,­C�l cloSs of RCF' anO -the 1y;`,e Of In5f0lI0tAvo tO be L'Sed, \ ­ 1 -4-14- � 7 - I *W , ,.,-4T 1. 11 - I %11 � , - kn I n n , Pe_:! _ _1=1-N " - .11 � ;: 1. I _� `� . -.�",,- ___t ____._1 1110 - ...- .-I, � 1\ 0 ,--- ,_"� �� � I 1.go, Z*Z :5 r.�C3 , �\ I __ _ �� 0 1� �11\ I I itil ti-;Sbi of cover coes "at exceed th,! yolue 6howt, for lot __ _­ 11 � I 11<1 " 1� ��,it - 14--14- 1 1 Ulu ..'I'Hil " "". I A_­­J'� � �11it t , _:��-T-7--__­�7-- �; I F<- OUND � RCP F":�lecicd. �', . � - , � I < EXISTING GR .4-z On CU A ; \11, ­­­-- I I V)4.It IM /I I ,,::�,-­ %___1__W __ . � � I ,I � ,:,J� �,N 1;7 Ir 1� - -1 �. F- 0 "I- Vucl'l`-'� �� -.1 3 1 t With "loximur" rover of W-o",the _-� 71 1 ____-L I - � � , __�__� ­i"iir_1­ ExorrPfe: 24"RCP CUM. � �',,� P, - (V ,I..>- 11 ,0 OVER PIPE C � epticn!; ore, Ji \\ ----_ :r � (f) T � fla - . I \� -71-,__M_�� ­ I �, 11 � 0 -i-Ld � I 00cr tiodding, �.Il',oclie te�urfinq �1;_-:4- __:::�_, sf�,a Nole, !) k, 0)C I a s s ,Ill or s tronger wi I h I qS t 0 1 1 Ot I Cn TYPe I. I . i IN /i.�__Z7 11 . I I � � I I . ,---?,-O"10�i n I 1�1, I -_t-_ I-______I - I.>' " , I _J I e)Diann m 5rreciai or sri-oni-�,r rll'�-ttj Installer ion Type ?� (I I � a -,-- (�) I � � � 0 C14 ; I . ' I I'--- ­ __ � . I . 13ACI"r I L.L EXCAVATION See Note 6 �, , 0 1 ' ) \1�1� /--:-:- : I "I ­;:L�1­­ -1 � . I 1 ,4 - ­_ ._.,­__,.'.�­___r _1_.___1-1__- 0 cless 77 Specsoi or, siron9e,r with installation Type 3. to 1 ­:�:;:-�Z_:-_--z' ___' � � PROPOSED GROUND 0 'r-I I , I -,I-,N, _______ - : . . (:C)v(, k + 11 ,r ;e 4je,f;r10cI 0% itiq rioxanum vertical ,di*trtnce� from lop of ." �,( , --�- ­ � , ,,I INSTALLA1101111. a , 1 ­-7:�;z:_ ­___ 7 -_- -" � : . z 'TYPE 1 rtle p'q-cy- to finithad grvda within the Jen9fti of any ci rw ct,jtv-rt. 3"x 12." FO 1� ­�-_�-_­,_ � --_ : - . I I VER PIPE C � � J ve C, � / CUT R - - � I T_ -i,-, Excavation Structure 4, i )- - < - -1-­�!_,­ _-:-�_ _*=_ , � � � I � o �<_< � , [�\_-�7&\ : floodway Er�br;nkment "'17/,I',' (Culvert) Ille houllct, and outer terldnitt sholl be COMPOCted - 0 - - 5 REO.D.,____7� ­_--,__,4__ ______ __- � . . . ,_:�/_,_/6_L/_1�:1/_1_ - � compaction. In 2. Ine Cle9*3 L)r RCP and ,t' le tne 0011C Z,--:7�r�-,;,�-y - I � . 1'�\S, E111- t Installo Ion Type selected shall L �-�vi�,d� "7­,*e�:A:-'�n',"�% I I . TIGHT FIT 3 , ­ : I., I . (n ME 1. �%_'1,,'_,,_. --1 o a ininimum 13.0 percent retat'vit C) , I I H=6.00' ---, ,_. - _--.11 .1 � d pquivo the lonq H=4.00' - . . . �<_ c0d;f1QnV ihn minimArm enn , ,lent in theSP threugh"Ovt �Ih of any given cuiveri. � " I - - struct,ure V,ac A,f;I I Oror.)!; 5fillit ot� 30 a � \___3"xI?%(1)+2t)" � - I . rl..; V t br, wo �_ DIAMETERS I � co 11 (J '� ,-7 See Note 0 3. 'trtt, "Ienqfti of urry CrOlvert- is Oefiflcd 05 Itle C111 ny' " -or"' (n I TYPICAL FOR I I (Curvert) S' MIN. THICKNESS p�lsr�jnq the 75 Am �rieve size shall be 12. , I I � � � F��_____: , oroinage strumturn 0010,-" junctwo bmKets, R R,G.P - a)�;Vcccssive -4 C,M.P .D �I � . . � T-np-. headwalls, etc.).- 1 .1 11 WSE= 1441.72 � '1______J � I iti 51rut,turori 0�-jckr'M - I I H=6.50' . -I > I '', � T , , [it t b)A drainnge structure cntJ the inlet or Outlet ond of *t,w- ", � I �, Q ,- ..1 11 Sri S", 11 . 1,; (Culver 4) �e date 6 � '', 11 ;I � 11�1 0 . � �- .: . cu I ve r t. z ! - �� "IN'SNZ.- Cb 1_____�, I 0 The inlet on( Prt wtw.n tuere ore no I � t okolot oni) of the culv I . . � - � Loone VcOWNI a - . � n* I �lor, trt� '. 11 I , � "qo _ 5 E-17:7-1E.-I] _ �, ,CfUrLor . I . �, 1. \ , - I I ^ r - ' t -------------� I" I �, 11 I . . 11 � I - - , ,; The hr)�jrcti orld outer bedd*k10) wKw be compacied > SINZO 1 1440 , 1 4. oval ,una arch Owpetl KP 511011 u0t be 1)5f'-d- I I � I - ­ I - � 1 ,1440, - . I I Z�11 � I �, 1-1 I I - . '' I I to a minimurn go percpnt retotivrl COMPOCtiOn. In ­- ­ 1. I � I � 11. I � ­11 I I __ 1-11-- - 1%; .J & - , M I - I � , 142u . . � I Al';Z�.:,, , I I ­ - I I � X �, lnj",�unf sarld equivalent 11) tillr5e �ess illors 3". M � ­ 11 '1420. 1 1 11 � . ��--- " 01) FAIM, not �-:�-_ ,7.-t-; ., 0 .k 11 ; f�",dldiflon, tril, in �,. I/n a _.,��­_, ,� 3 x 12 X(D4-2 ) I I . � ------------ --' � C10 creos Wl-vall 00 25. ,4_5 : 11 - - 1\ I 11 � ri. sturry ceirrent uoCkFill fray be Sub!!iitutCd for btit;kfill in the I . ,� . 7 1 \S�\5� �, r I , I. ,reor. if nwrry 1�- u!;rld tur, ouipr ond " I � . C.) ho-unch r I I � . � .. . , shall be omittecl. Prior to jnt;io�ioticf1 iol,, soH unCtIr 00 I � I � I I . I : . mklx:�e ocortings, I I � 1� � I I "I I . 'I') A I �' I,- , 1 9\;W�_ I.tlk* mic,�fpe 1/3 C)r -trip 11 . -5 X , oulsioll djaw,pfor of the pipv� nholl to, 1"" I r ; , I 1. S=:0.0099 � ,ans in a Minimum ecoln of t I I I . . r6 ,r :: ,safteneo by ScorifYing Or oftier, mr% ,-,-A l 1� 4 ,I I 1 X* I � ( I � I I I . I Dfow . . - I � TYFE 3 INSTALLATION; !47,5 OD,bet not less thon 3". Wncre slurry cement t,ackfil I is I 11 - . N I I � � � , I I I --- -r" ,- � I 11 r I'NSTALLATION rYPE I _­___ The tiouriCh and enter bedding Sholl t)e COMP(10(ld Used cloor (Ur,ioncp to -teench well may be reauced no set forlh z i t __ 1_____---__ __________,---�-�--------"--,---------,�-�-�, , icaat�onr_ f I , I : � 11 to a mln*�Mun, 05 perceril re�'oflve cowocitorl. in Section 19-3.0r)Z of 1r,,r., Stentcrd Specif* f i j, I 11 , rl - , � COVER X 11 11 -­_-ff� . - � I . �, )�Ijpllstfti CLASS Atlt) 0-1,0A.0 90 percent rejqtive compuct;on will oe requirea 7. f3or,Kfill sholl bp plarl,ed full wn.01) of exclivOti0q except whert,% )nw I � I .- ---ir'l " . L 11 .-,-.I-— ___________ ________,__,__,__ 'I"; le*$ fhan _1'-ro" , :: �:_-_-­f 04 � . � 11, I , wnere we fin over trio P;pa � � _J 5 . J()�"tile ANI, 5V or I/Z 00. dimer, r bockf*ill width or thicknern. V;Mc�nSiOnS 0 1 T. 1, I :�­,_:-- � I 11 � 0 - S . �,__ - I . � I I , . � --' � ` . I � �= z I 1. -11-1 ----�--.,--,--�-,-----�..-----.�I , , h) i � � I ., Lli .I ­.-..------ I Wn cre 11141knums. � - __1.____1-_______- "t"r, � � . - I ck.s* I�10 1 4.94, 12.9, . - I------ ­­__ , _ "I � I I LLJ 1. - _­­ _ , - '. � . � ­­­­­­___ ,r, V ' --- L1J I CL or_ -, U. L,ower SiCe Shell Oe Guit(!010 Material as oetPrtninr.%d by 4he Engineo -,r_:t 7----7 , ,-- "' I a- Ld I CL ___-"_T'_-___ - � �A - _ � 1510'- Z919, 1,11.0,- 18�9' � :5-CLJT 3 X 12" ,�__ - ___ � " 11 _'_6;,!_1_5_,__--.--,----- L _E-::-�Z�, I I 0 Lli I In G�p - shnll bl* ccnsiocred nnSuitablo O'S Set for"th in Section - -1 I � Q_ .3�: �, CL I ­ ---,,,I:--_ CL . Y_ � 1� LIJ 0 o - I 11 Otherwise it > .11, --1- -_ 0- . tandard Spec*ificaflonti. See N00-1 9. FOR TIQHT FIT 1__t_,_____ , I "' -,�-1";,-r,,!-;"",,,U"-!,;-C),e,-"�'�*t""o'l-,-,L"""k-)--��-"--', ,--"-"2,1--C-'--"-,--2r-,,.,g-"--,-I",-,-"--,---,-Z,I-.,g-"--- , - -11, -- _t_____J . 11 , . CL a,- 06 CL Q_ - . I c _ -,-----,- .-*11,IAI__-z�,�t � __ - I CL I "I (f) . __1.__1._--_______ _!'?!�__ ­'f,�7,'�w?,_�':�:�-_ . � f 'D, I z I 1� '� -__-11_.___,.,_______ 11_1-1-1-1 xf%� 'i - ONE REO'D, a- CD . z 21.01- 31.91 9.9, 9. lir,ure 1he plpc i* PIOCed ill 0 trt�ncu, if Jtv! lrep�:h walla or"e rilcpco - � , . , _T"_1r3_!-,"r,,�_1_V I CQ0 . I I I CL - n W_ . I -1-1--.,�l-.--��-,----,-�,-��,��",-,.I--,--��-"--,-,-�-�-,�,,,,-...,,---I--,-r,-,--,i-'--,-?-----I (::�S'x 12"ll(D-1-20 I - - 'r z �, I ­­_ ".. I ot 5 verflic,al To i r,rri7nntai or stecrer ror ot �evsi go p-r-cent of 0 3 a -9 , . . . - -r(x) � ( ,r� ri Sp"Clot 1,72010 I -nx'- '10.9, .30.0'- 313.9* : C.M,P., () R.C.P � I 10 "t 0 � clar iban 12" from ttie (frod'aig DIAMETERS z . LLI � 1� I � ___ 11 0 T_ T_ 0 z LIJ 'r -�-1.�----.--.,----,��,�---�.��l.-�l- . ­­­ __­___ ____ if,,�� tre,rv;h fv��tqht or up lu rot less" TYPICAL FOR I , I � � r1arm y 1,1019 ,11.0'-- 4�:._l ­ I 39,0'- -16.1' ess of tt,,o so;l in it�e lower s;de need riot be � UJ �� 11 M I --------F____ -11_-- plone, the f Irmo , 48" AND LESS " -I M " " z UJ UJ � -_1-1___11_1._1._. � � � � . copsidered. " . � Lii M I so.0,- $9.0, " � � I sn 37 Special I � 1.0,- 56,W . 1, . . � 11 - I --F-_-_1__r---.-.i- _______-,_----­­­-L_--__,��__"­_­___­_ � d * . I o ' ­-­ -__- _­_� * te pipe si2vs 3'-o'or siroller ciny to : C'4, > I . - T_ I � C0 I I Aft -:---,---, - 10. Non-re-Werced prec , I ,�; I o Z �: - 11 1143U _ , _ I ., - I ptoced under in3lallation TYPes 1, 2 Or' 3� r 0)z � A 4 0% ' _JAflo � >�� t " "4:> , � , , , , � , , , . I A40 , I . - �, I 4 lu , I I I � I � I I 6-" . z � - _ � , � , , , , , , , , � . I n I I -;,rA[A_ATI0N TYPE 2 ATION TYPE 3 ___ � , , , , �, _ I I I I,,- ­ - 5-- OR z i tir -I-...,- ----------,, NOTES* � r,fi � 1 -4 �; , , , � , ­­­ ___ _____ __------.--,. '11141 � 0 1 1 . z (X� z T_ I III 14 . � � . 11 (O - "t � 0 ccllirn 1, NAIL, 3"x 12" TO VCRTICAL SUPPORTS I V)0 1 0 P) I I I Lo I , . � � , , &l1bjMLJ1A CLASS =0 D-LOAD " , � 1�_ 00 . MMIM'U'A CLASS ANUID D-LOAD COVER ­--------I-" __-__11____ LV, NAILS 3"%, � +(0 11 + (0 - I I 00 It � � W4 � , � 0 r, + "d- I +0 48"Wo AND SMALLER 0,*IER 413"Dio � , , + M , . . T_ . , I 11 - ­­­-___..__________ LL SE CREOSOTE'D C-� Qi 00 :`N U � � + ,.4- . ­.- __________,_______ _____111, 2, ALL Lu,VBER SHA � � I I r- '� r1_ . I . I I- 6 T_ I Class It 500 7.91 5.9, tON I I N VMAX=0-0 fps N . - <V") Q100=18.0 cfs closs 11 50) -,---,.,--I�-,.-------,.-�-9-11*----- _____________,_ _______-I,-----------I------..--.---- STATE OF CAlJFCP,N1A r.o*j.,LAS FIR,1500 f CONST RUCT, . < < . � r- < n � 11 ;­_ I-_14- I -4- 11 . I I t-_ � PO �_ "I- t--.4- � ­.__._­_­___­­ 'RADE, � (f),r- , I- Q1 oo=2.6 cf s - < -It < � citisr, rl 65D 1c.0,- I-1.9" I 8.0,- 10.'9* 6.0,- 8.1, DEPARTMEW OF TRe,r,SF0R1ATlr11I; 6 -1 VmAx=5.7 fps . 1-1--..-�-1--�--,----,-,--�-�,-,----------, ,------,�.-- _______,____________'__ ­----I-- I � U) - , F__w It �_ -t (n ,,- � - I � I � � � . , , I 1 9.0'- IV)* , VmAx= 1.6 f ps , (n , (n -1"r � 'D - I _11&- 14.19* _____,_,_______ -­_ It— - --I 9.3 3 L.Ft I I cwis 11 Spezini 90 I 15.W- 19.9 CICSS M Spettal ODD -r EXCAVATION AND BACKFILL � . -- --INSTALL 3 1 ­­_�r­._­­---I'--,.--__1___.____ - __.________ _________, It I 01401111111- -_ rmajvn FIQ- � INSTALL 33.92 L.F. . I ,_ . C, - 1?.9' 13.0'"- 15,q* 1111-_ I "" - . - , �1 s% !?10DU 1 20,01- 2?,.!h Class a 1001 1 15& -__ ......."III"t""It'l- ot ec"N"1100-010,MUM � ­IIIII I I pp -�-�,--�-�-----,.-.--�-1-.,-,----r---�--____1___1 CONCRETE PIPE CULVERTS QE1115101is I I . .F. . . 1_1-__11_-___ .­I--___-1_--1-11 111---�__I-,--____­___ I G.0,- I 9.9' ____ . AND .11 11 . INSTALL 38.53 L � � (CLASS IV) C wr,rn R S r�-r,to 1 12 10 D 25.0'- 31.9' cinsr, rZ Sr-clat 1200 11LO,- 21.11, I vittlict '16�I I l4a , . � ------ _,_________ ___­-,,�-.�--,�-.,..,...-.---.��---,- ,--�--,-,,--�-,--.�,----���-,,,--,- -1._1_1___-__1- -,- WAI-*k N RVA110H ,� I � ----,-_______1__ 11 �_._ei­ t , ,"---__- . AP-MVED BY: BER B . 18" RCP �(CLASS IV) .� I . I ZZ.0,- 26.9, 20.0,- 24.9, -11-_­­ ___-.,- - ': TIM I ] 1 18' RCP (CLASS IV) I 'Ei��._7,T-)4"`Q_U­_,__,­____, 32.0'- 35�?* osa , 140D -----I--_ I�Mt.l" � ,. ___--___-1_____._ ­ _.____-__--____--__11_- . ­­ ; ­ I'' - 'iii,I 46, I I . - * SEE BELOW FOR ADDITIONAL INSIDE - __________­_­___-__._1_____-_-- ___1--1._-._,___,__ -"/, r,1.1;6 ._1-_-_1-_ -I,- �_­ -11.1--.--_11 _____. � ---.-.- -1 ­-,­_____­___*_._- ..R� 4A.a,_4_.��4 a 9 1) � - C I c- 30�13' - 33.0* 25-�0,- 31.0 _'_­_____­ � __ V-1".40� z� I I I I .vj 7 5pecial I MID --r-1.1-___ CW I I ,_.____­- I., is".__ I 11 I . I , I---,--- __ "t V-1t,�/,L_ " � � CONCRETE COVERING FOR PIPE __ _�Z!___ � � "-E-C.-,-1,"-1_F�i'"I!,.1,J I-V_rc,,,I) -,5,1.o*- ,11�0* -_ .111­�___­J D --- ­ __ ,________ 7Z 14DARD DpAw(40 NUMBER U804 elm! I � .­­ [A62 JA -,-_11.11 STA . of Vrof _I`rulbe - I 11 - ______ ________ wi1-­-­-­ scvt-r A inArr � ___-- � I . , _______._­________. - ___ -,-----. . - momwmmow~ III I - I ,&ft I � �, I � I � E 9 � I ��fl rf, I � � Iff � --,-.-.---,---------I-I.I.-��l---���,-�--l'��,�-,�l-l��l-l�-�ll-�,-�l----�--�l-.-��l--.-,..,.-------�-------,.�-,�.---,---�l---�"..�---,-- � - .Iff . %­________ - � PRU"FILE SCALES � - I ­­­........I---"�-1.1�l-l�-"---""."."�,-".��-,.--,-,-,�,--""�",-,�--1_1__- -I-,,---------,--,-,-�Ill'-,-,��.",---.-�-r.'-.--�"'�"--"----'--�'-'---�-�l-l�..�-�-,-,.---.--,--------��.��---,-----I_______-____-1 . � Ir � .11--111-1------____,__1_-1 I � . LA TERAL 8 Arm I ' 'I . 111101%, � I � - I LATERAL A-5 . - IF Aff � . HURIZON. 1"=40' 1 . � � 1� I . I U IL. � 11 . I . . 1. . n^ TIMBER BULKHEA" DETA" S I SEE SHEET 5 ' 1� 71 A I - 1, � * � � . I � I � 'VERT. = , SEE SHEET 5 1 4 1 . NOT TO SCALE 1. I . . , -11-1-1 1,­___.___.___._ � I I � � I .1 . ­ 1 11--��.1--l-.,���-�--.-4.-�11.11�I ­­ ­-1-�,�1211---�--,--,--",.-,-,--.,�,�-.�l.-,-�-..---,-,-%I . � � I ,,,, - I 11 I 11 I . -1 I � 11 - ­­ � I ' ll I 1 � 111 - 1 - 11, - 11 , I I 1. I -,--;i:------, --"----,- . � � � � , � k �� � I � I � _J <6 . . J, � T . � � < I � ) Of WZ � � I 1� I � � W Z . �' � � � � I I - � �_ - � . :_Ir _J 0 . 11-1--, I I , I I " I � I I ­ � " ­­ I I .�] - 5 � , ­ 1 '1425'- ­ ­ ' '' ' ' ' '�1425' � ' � � � r-cr_ I ,, , --- - - I . 'l - .- I - kir 10YA1, � 0 1.0 F__ . � 1571 r.OL19RTT _Awnll! it I I : --- 1,;, ,,:;;...- imwlt - . . - __ � 1. - : I __ -___ �', C� r�U) . � ___ -IsFm�y 57t)PA �-J "ar k lu�­ - - . 6. a' ! , I ��,I�, - I i I I ''I � D I'll I I T=1:� ---,-.,-__-- 7' _�11 0 T-- I � .T.11 I --.. - " I M 61 - y�__­__ . - �, ,li ;i ­ 40 't 61 , J - +�- �: I rOAN ---i;____- - P so 41 : 0 6F 3. 41 59 7 F � r," 71 a, �I 0 � I = i = - ItEt0ftl r 4- 2- - I 4- -- 34 .- 0 1 - 20. I 0,To-�T-07 , 10, ZO- 10- ZO, to- 20, -1W T57 f1ps I 0 . 7 - 10" zu.10'�70-,-Io''20,-W-Wo 10, zo. i ' ZO' O' 20'737-05;TQ� 20' to' 20 10' W rQ,7 N07 I 0- z O I-1-0-7 T,07 1 - - ay. Qi40--_ �A,9.'M_-'1�C=r".'.,, t W '� + V) � . $­.. r , I __ I ff,� 0 -_V_ T__§7 D" , T_ T_ - .r# 1. - .0 U_ o I 01, 131, '94 a I - _: -T-7 � "I, ,--"P ruPot 4�` Maximufn Eorl?) cover I "r-----w�.= 7 87i 9 R 1XII 5�8712-0 10IW27-1-P- : CIVIL CKIKUt 9L If z I I a T;,- ­­ V 3,­_� ? _?` 7" . _��V It Ill 77 St. A" � 7" st ­ *11 I I 9-41-n. , e- US ZaN 7:�K IT . �� � W21 (I I 711,I 71"at 11 URE' FINISH SURFACE � mats I 0.-�,A,I,�iifAf,--,,---,,,,-,�,M,,,n- t Roaf --- . 61. --�a Tal I , -- - 6 6 - qy�' '? !!&'ju - __3 � I - - .. '.. V .1 70f, 8.1 . 0. -,*; I 0-� 0- lo" � < < . 6. 10 I 61. r.* f G, I ----_ - ., , Ir. le, ?.. 0. at - V 01 a - inr�"10�06 ­I� , , 611 6* ! & V, a W, rd I OVER PIPE C ... . - _F_ I. , VF ____ VIS" _T' . -M 91, 4 - ­__ 1, . �, 0� --F I V - a- 'J- - F- I ; t 01 1. F (It _n czyg. YI 5 - - . I I.�� %___I �,15, ...WA. V* 01. D"� 15-4 " , F"To RvPMWM VALTf, � F . k '? §&V _ �*A' ��__ � . I �1_ I 1`11 ; 0 F'J*51,2k at'0315yof-da,v Its Wyj . � �, _� PLAtJ5 APSWM4, A' , - in - - ar a I A will 07 OT #F 97 IIA #7 117:UT 47 . OU'Aft~JWA.r=='ZJ: I ! � , � ___�, r Invorf , 2A:8A. I �a ja 5' 7 yj -1 . I& 151, T 7 .a, .4.f W - � M91,u 2006, ..- __ -- __X _ii 51__p a (J L 7** 7' 7" =_ii - -, ,- - I : 12 _ � a-E�& __. " , - 7 *7 � - I C . -_ ­- St.: #7 vs _-, : 'O W Ii,4mr . I 11 " Elev I . �­=_ Ill .r "a, *(>,a6 IJ6 # $17 $16 #7 ­ -I _.;�� S15 -6.11-ra X Qw0wWwf cr 11 I . .da I-- ­_ I S1 F Bar . ___ . ___ -­Jisl 116 #6 :71n $15 25 - - 95 45 ~1 I � I - _ - P I. - ---' _iAl IS S 45 a X6 _T_ft_4J_i5 I � I . - I i I 1� VI le. 4 t4 S4 ItA 6 114 6 W VT _­N� z Elov "e, 0mys wwrro?* �4T -,, .43 t . �_ I or==.�Vlumllw I - ___­ I � . __ t _J t3 -, - 2.t IL711.71M.31M 1q.- M- 12.11 1,5 9118 3 13.714 14.16 Iwjlam�671� ,Jj0.?Ji5.,.__,-i.ZL;_ I IQ 0 b 14V coftvm wd dk ix(%,VP1A*WMX9W 11 I 1 7.47.4 10. -t'--,---- �--------...,. _, I I� "-"12 4' 16 1211147113011?71160, I I - " 1 119211:23 151:131 17 I I I 5= Ralorfornomenf 'r _���SS 67 1 60 CO -- 7 120 151:1 31 17 37 14A 1 01215 192 25 IV- I - I - 6S "- 6T I 81 J 921221121��� 148.!I 4 10511. ,_ To oft OlICO[Mirdl gagOb UWWW"AW I 4 CID _Lj� �, --------- . -_ I I I =Pw"" � CF/LF T.4-l--1 �13 %,2 ID.01104? - "I I I P I ( - $19 0 M70 7'140 Li I Xi I f - bara,for sartri 4a � . I * I T, ,------. " -1.1_­___-11 -_.- I T I I I X 1 ,$Iopq Of fill - -____ I Dan 14' � � . I t - - 10, W 14 - � � I ,�, . It . - - , . I I s' 10. I I I? 13, 14, Nun 7 i 20 � � I I- 04 0 is -0" 3�;lq F\ I Slope cpnol to qlatch - SPAN - - _____ '31 : I'D, . .. . I Q. .1 - Der I I I � I FL 2l 6 A t-2,---,,*, V_o" I I J�;;v/I I 6' � W 7' W 9, I- � - I . 211, I, a z t � I � I 2'-V Crton-pol Ono invert FEiGHT 5 � - - . I I . 1 04 * is I ­� . X 111�= W I . � � - -V __ - -`1 " J ! I 11. t -1 I 1. I I .1 'k 9,F% 1-2" 12.. 4"-at eiv, It it 1. ­ � . I "' - ... ... a - �, so % .1 __- I � � -A. iN I . - -.----..-"-- _ ­__ � __F A. , . 15- � . 2 " ' I " Nl� �Tl , - I 41-_ ��& , 11� ­­- " I I 7 Ft i 0. i , 1___: 3-49 �;--44 a I 0.Sir MCK foce , l, . , J 4­ g2i TV I ­ - wall* -_ . --e 11 11 a.9 . . � V, : � : In -_ ---I �L - - I I" a' I M - I �, I I b c 0 AV � le I 9 0 %TV 17'. V 11 r� � , - 6 i�� LA --------- a- V T371 ­ .2� 10-614 . �� ­ 'J A I I I I �, �01 -1 a I$ F rarif face,beancf Ir"42-7 --7- lu- 5a" 4- 11 ,JA I . :2 - W br IS 4- _i�6wlfv 3- I;?-- lz-- 12" IT- 11 - M 9- I- ,,..-Wr 'LR: _�_ 96 07 45 - ' - ' . ' ' ' � ­ ' "' " � - _ - � __ S. 45 � ' � ' ' ' SE=1 412.53 . con.'t joint 13 0- 11*110- III I _i:� IV G.-2 ,--,�I,_-4-- � 6 -I ­_ . __ � SE 24 * I 6 MOX \N_�C-taftd O'l-'er li,cnm-1 1wrol - - I 0 2'-W' IntO Wall Of CPrOa - P go $17' '96 a r 26 47 7 Z6 2fi R6 #J� 137 9 G UT 9- . I Invert is � � I ­ d 6 - 6 05 I � . . r. I--,' .f r I -_ OT _V 47 PlIr Or-07 817 #17 f .9 43 #I AM .- I - t;octtora 2'-V' 1 :J,� I 0 %7 336 I --i 77 * I il-'i fi--a,77 W_W 4 � . - IV � 11 t ,I V-0"Outof F wol I X 11 I- ­ Size 131or 06 07 :06_17 > st'l III -11 . 1-_9-S--7�i-_4 3-7 _ -6 .- -J Z&SZJ 3-114-613-6 _k = � -!,r I 14; anll;on - S-49 ?-It-3-esp-l" -0 3,-I,;I-A--1 "_ --S-.I�__7 4-4 4-4 4-4,U -- - � -9 4wp ;4 1off wail <V � T_i &-_2.1-_4 1-4 3-4 4 14 -t - H '"­ J Q IV -w-Tell'ib" ?-;I 2-5 T--11 J.C 7.1 I . - �:�-q 2-it 3 -- . �9 '. ,-----,--- __ ' rx-0 4_6 6-0 itope 4 " . � f'-Wcutoff W0II_____k I 2_11814 . 5. -o A-1_�.?R. 6.4 6-7 a-IU-114-114.114-11�F-_l 4-4.4-4_$-5 L-O.L-q.L-_4 2-_'D 9.4 6-0.�L_0_kk -_ I - i rVI-1 -all If oltornotive bottom 10 4 to's � I get-; -to S-04- 01 -i c.. s - .� -1016.2 6�7 1 of #T #7 I I : --� . Jll4tornottve bottQM of oUtIoff W01 101" I 't Im-1:42's"n. UFO WE W 41 G� -#I-i'f-, *7 #7 �117 *7 7 0 , - C Ite, IS17C ar 0 6�,0 - I_ I � � a I 9F i ra, 'C'fee0fMS -1-__ I .1 4-8-&-Z .Il T-714-ftil-1 4-8 �-� 0 � � I ,�:it 3-4 7-4 4-8 1-1 4M 1 1 � I 0 I 1wr _'I-tT W4-r4'7-g7 _iR_ SLOPED INVERT " � WITH STIFFENING BEAM TYPICAL WITHOUT STIFFENING BEAM ,.I ii-4- - :04 0 � � END ELEVATION all -44 e I ize r ":" I - � I I I 11 . - 11 A : 2i, 215%, 23 P 13&1 ____ ________ � , " - , S=O.1 039 1 C.'.concrete CP/Lr W 4 1 PAR TUDAL SECTION W rl , I 1z I "I'll, I � �i I 1 325 30013391311 '29 36 135140 i's 1 �qv �aj 4 "J I T-1 �_---------------- � --\. �, 11 't i (1) 1 ra - �������141-12_21'2`12" �-��� . %� 11dr,,JC,,., AF 7/ ,�D-, . I T_ I. np � I . � I.- � ­._ I - I ---%- -1 I �I � , -4 -1-4­­ I > t 7, I I : K��_ 1 J4 see Note 5 ­- �_ SJW 4:1 _1% ��� 0 1 1 � : , � - - . C* t____ 99 See Note 6 !-- - .-- I � i . WITHOUT STIFFENING BEAM 1� - I > slope fif; lf� invert z � . 1 4S = ! I " � - ! . I - 2 1AY49r-t Inver+ -5 1__Q10 1v 0 1 �, I . \_ .- 1P I I +- Clov -1: E140V � 0 � I z . ,, � 0-tivart wall R-,r !/rl t z J,�M f a C 2 / S(3 3:11, � 0 . -A., . en .2 rr I X 4 'IV .- RCO � . �', r_ § I It I I �p _._A 4; &I 1 14 . = � � v4c:20 12- ;::P--#4 _F I zt A ! - � I . I 0 - ji. � I - I I W M U0. 1�_� 0 I � �� -1-4 I .Z; - I - . - � � I .. - I t1N) .0-3 orl 1W - "*or*, ,'L P_ I" � , I I #4 � C /I -_ in I I I 1 74"min Of to I � � I AV ­ t3 � ____� tp � (n ICI, - -r--,--- - I 1, e 1070le belovi � � � 0 _. 'b""t*rfl ---.11 U-) 5 1 ." I!J C C -I L) - o-_- , . � t-"w C le--% � T_ . � -4 C o F a A � A:"-, L lemon / I Optional Cbnst Jt _-dT c_-,j wris 0 9 .*..o0ra � V) ,� : silfraning 1)QQM___-1 lof - Cone+ joint -1�c f .0 I 10 V INV RT r- I z : I � Vs ix - . See Note 4 W _.; 0 INVERT : . In worpea vingwall, % 1%, -7 1 r*1 0 * t � I C'�LLJ , .z Vlt .0- - - ___ - - ___ - , 4 V-Vlk 5 - T7"4, 0 41 - _11 I I I � 11 I I Level , 0 twr ones a 1, ia Of see tMe WOW. 94 0 12,LOP - J -11- - )p ea go'* 10bla "low, , with well apecera ,& .. I I I > - 6 - - - � ­- ,,,I I-11--I 11 0)'W -- -­ , - ­ I I 11 I + CIQV "*I'- - -_ I #I a . "14 . � I I JtAsV CX . Ien Ic I ;c 1�� �Elementspornll4el to - - . to l tenld aM hock trIft Sinpa vort M 9 JX - QIJZ or4D I. "a'bors V4-min fit late ' d' tvi Pit f wof t end pOrapat 9 %_ %orpW wlNvoi I --- t __U__ z I toptio"Ol Conat ,jl--.,' 4 I M 1, 14-0-- I T_ .SS/ V -(;if I -�Ultl,oqm - t..R- -, I � 0 V - �_� , I I .. I �- 0,; I I - '�', � of flcr - a �-_ __�e - 1W Ifno,----- Is 11 :- - V , 0 14 1 J tt� . - --I--_r., , XY,I i I __.�,� r - � - .. - I 1 _z­III 4 a-N U) a T k t Vj"CI r r min , manp, : 1 f-i ra 'boirs - I , 11.) 6. M SECTIgN 0-8 g��.-M ,!,�:I Z I. : �;1 + <z 14- , L- I,min :1 cl -_ Y. l V . I\ or, �50e NOTO 5 1 W C14 . �) ,,<-, -I- A 'I �I_ 4W 0 or NOTESt V-Z I I �_ J. . � I IF, - -- - ve- Not* 7 ROQF-SEC7-ION 0 , I . V)LJJ T-- - � ,;� a4 Spacorme a 12 ,I it I I " '� t I -_ � -0�J* -- I I,= of 0) or cover Gver IV_V I 1. rot, tloxas w;tta i3p4n or halght latta 'tharl WV I - , - -1 I I - in lauze, �__ - T9" of 810P40 � * atople___0=:�._ C R M-__ I Of IhD-" anown # I � �,A G) - . - i �?a 18-­;� 04r THRU 1 4' ter oizo box Concrete Otmen0f*n* Ono r*Inf0rOqMVnt.volto � <� 0-_j Q100 = .7.7 cf s -) > $14 r V4 . - u0o nont grao _UJ 14 __�_ __ r , "Z 1 � - 7�__17-1�: .-"161 3, !See I ; INVERT SIMILAR nc-cealIory chonqa3 in Wr lonotho and qu0n'011103- I = 4.4 f ps V4 - soe Nola I I:I 1 N � � V)M,UJ VW !ii � ; No. 052496 M - _.!�L i�o_ - Nola 4 1 i 2. obentitIO&are coproximate oN for oosion rmrposaB only. � I C use wnqtle 00clitlomf protectioll to too Of 04 e 10- V-4"For, Ucpt "Itz-f_11y PLAN �o I \,. I t __ZLC_11r , 11 %_0 - - 94 I� a I - � amoommlo -4 V-D"For UOX "If, > t W 70C of' 1510pe � _,, _ux rt RCB ..C I T,yp 3. for boxto with op,aft oe hc than Moda ahown Ili " i INSTALL 7.41 L.F. iy- Exp. 12-31-10 :lp C.'r -1 'Ititlige,a upectiat 0051'gri 15 reqfjlreo, . I SS IV) I * I _,"`� , 15' RCP lyp i (CLA SECT ION C-C -Irw ISO, moks on eyory other liar. � I lk cOnOt Jt--,,,, -AllarMfive Alterrwive a I I "- Al % 'W'boris 4. J-f $'a "rmlssloto to WiLmInO40 � I 01vo- cwat J1 Coast it- , Oro of hot-f specing (0PQnZ! 10'- 14'anty), ! r � 1 5. -0I,bore I . I 0 1 iNASPEO MUGWALLS .F r " - 14'only). . . �_ \'i '*.Ill:........)�Mrft f apaCing (900nS 10' � . . -,-9 - 0 7 1 L AA OF CA STIFFENING BE EINFORCING - ___ -_ '._ _[ Sft Note 4 1 - P % pr.pvl<;le povlong 001c:ft whan top to expottatt arid wtWn pOvQM*nt 11w P*rfllano � LATERA ' WALL DIMENSIONS A - - - i- -%L-_&­" 11 -I�� - - -[ 1 OV' J 20' 25- 30- '40, 94 M 1� A% - �__ ---�] - $ 6' more __� ;�� . - .1 ., -6, 14' 16 0 I st 20, '.-.1, -L- 1z 14 1 _3C______V a'bo?,$ ___ .1 d= C coolant cqncratv,am 001u5t quanTlirlez. _�_Iamm_t --_1_2_7- E�j*r - ..............._,.-,'',,'''l,,,I � or lezu IV �__ 61 I- _11,11,- - .11 ��_ -1.4 �- I _11,,"I'll,,,,0 . a 1__ 0. For datiliOn CAd dOt,0110 n0t fthOwrl-5*0 StOndllrd PICO 042- 14 - &,_�, - ploce 6 1h qoocn �w ; � SEE SHEET 4z -AI-QP4y ___�_ - 7 -­7�0-1 -ftl5�40-50--I U6*6 07 a 7 07 66 No Deomt 2 V -) I I I (� I$ .. 9# F.0e Q,P9_"(I tgps p,_9v,ffj& #4 1p 11_rj?­vqch w0y el-iy'lop"o,,"tlory Or ___ L I � 1144--$ Front -face "I" 94 a 12 94 M : 104 0 12 94 4 TZ a, fMV 010I)g tOO I"A"a -01. - - 1 W4- 44 % is a It IA4 1 ;;-r.-1:51ars lui I apm Ono 00just). Poor face Reinf 44 a 12 st4 a 12 -94 0 17 01 90K Typ -�__ I Or- " MIA � 111M111 -:Front fpco Rcinf 04 0 12 c4 0 8 *14 10 6 L o., I I- Iff ST417C OF CALWMMA NI'S E is mm 0% &J WE E An == Ian V,&-.% U4 0 7 44 0 6 as a 0 -TF-- STATE OF CftlfQRNIA I I 'IV I 'I II01,bore ;�e__1,11 DEPARIMENT OF WIANSPORTATION k# T WF I a 1W %�u AftlWOU111 - __ -.1w 7 ,`e#; lt,0.4 - , �- 011 mt; &`GA - _Oft-f`;F_�_�9_ ;4 0-1 0 ___ I I - - _. Total 6-06 W'- I .0', A= I'-IWI W_21-it_�rl'_(% _ t - V. I S" Nmas 'm'ffY ^"""" "Aft'H^ " OkAft; 1"a - a 12 W ,.a.,& I'I'a" V'a 2,_0., ORTATION �_�� �,V�,.� - lrrC^,t tlo= R*';nt t4 il 12 z4 <a 12 - CAST-IN-PLACE ­ ­­-- - ­­... ,- I—- � I I',. 44 0 $ vs a G .0&tu 7 46 a 6 07 0 6 -Total 6--la, - 4.1 Aeor' -(4000 ROW 04 a a zt4 * G _ - ___ I 6-I---- fill I V2 $Pm I—- _ - __ - ___ Vill I III f Total 6-09 "B"4, It, TYPICAL .SECTION I -- WALL SECTION REINFORCED CONCRETE UnI1,111III&A A JIL A WL 5 -%%- r V. ------��112- up . 11 I to �_ 9 11_.# � . I I, -1.t . -Ito NS 41r _rHRU 8' LJHA M U V M IN Q 'ry,ot Cutoff ftil 6" W ."" ?0. Totol 6 STOR"M IN PRO"A FE"Em ff` - - 6- GO V I � I 11 WARPED WiNGWALLS SPA___� TYPICAL SECTION SPANS 10' THRU 14' SINGLE BOX CULVERT EW EOI iu�,,��rt���6"��� k density - 120 Li)/Cr; cQuivolent flujo presstire o 3o LB/cr. E L.0 UQJL!�:. Wol I$ (Ills'l9nod for 2'.5urcft0r9;0*t COrth SPANS I O' T P L A No AND PrROFILE F`&R W) W-W. D80 I U Vory PC,of worped wall unlaformly CrOm tttlt ,dt icutOff w011 10 tMt Ot P-ulver-tl for M"'MUM . ,­--­ I IIIII c;;lrcsion to onticipollod increase) apron thicknost +0 ?"m1filmum to provide 2" Minimum ra;nf,0f'Cer004t COV40"90- 1011k pf"' re .H.I, 119.,Utill, va%,k Angit Ir�f fiaeo", ono ono "Stop*"to* ,0PPtY)Celt) shown 00 the Piano' . - P§§Aj 1it"I RM%100% I Dbranatvna "L.",-Wt Efovoti" _�w fft 1%1U I . . PHUFILEE"'; LAT. A-5 IkIL'I'mm""I LAT. B-Z, . I L I r-ft, III-%, ON . 1%1U I Is %"� �D SPECIAL NOTE: Al 14 LJETAIL%i CAA"%'T IN PLA(e;%E RCB DETAIL" ALL 1310-SWALE FACILITIES TO BE ­ � BOX (*.w;"VLVERT WARPED WINGWALLS . 1 N PRIVATELY MAINTAINED (NOT BY CITY). _*0 DATE: 3/07 1AJ 29 h,I i V I CITY ENGINEER 4';:��� _#­,�_ � --- RCE NO 53672 -_ _____ DESIGN MORSE 17320 Itedhill A-ft. RE ED C"Tiv, OF RANCHO CNO Suite 350 S.E.T 10 VOKICH Irvine,CA 92614 - GRAPn Irr VV H AM I Voice:949-251-8821 - .�,/ ----- 80 160 W " DRAWN SCHULrz FAX: 949-251-0516 SHEETV 40 0 20 40 .a. ROVNANL4N uMES ___ __ -_ - I ___ I I __ L 11111111iilil���' __ - I S.E.T N N E R-S ENGINEER-S SURVEYOR IS -7-OF-8 _______ = _= ___ 1 1500 S. HAVEN STE.100 ----- - ELEVATION : 1507.007' . - EIN - - , - W_ I ONTARIO CA. 91761 FD. CHIZ. if I) DLE OF CONC. HEADWALL CHECKED . DRAWING NO. ( IN FEET ) - _._ RCE NO �2_496 0%^40%_ 1 inch = 40 ft. Ph: (909) 937-3270 DESCRIPTION OF REVISION DATE CITY AT SWC OF SUMMIT AVENUE AND EAST AVENUE. E.J.L.- DATE I k , I ut- FILE NO - ZZIVD - . -_ --------------- - ___ I ___ - 1APPROVED: Drawing: I.'\72800\1MPLANS\SD\SD 11111111111111111111 1 11- - IN I 0% �__ ft lr^^J ____-__ ___ ___- ____-- -07.dwg a 07 D 05ov _______________ , 2011 - 2:52pm Plotted By: station24 CALTRANS PER ONEN N& 0 00%-& ­6-wD§'%I­& I __ 11111111111111111111 __111111111111111111,I �111111111111111i - - Lost Revised: Mon Feb 28, 2011 - 2:39pm Last Plotted: Mon Feb 28 AA 2` OF 41 " I - I '��"' `­ I 7 I , " , "' ,\ 1�_,� , �, - II I -," ��\"_/, �"� ��T , I-- �_, 11 _��� � t" I/�`__ t , Z�\___, "'I& - , :� Z_ _1 ,�__�L., / I � I � -'�41 � I I I - _t : I I --------I- 0 - ��C�0,560 1 S I I,­­,,,,,,,­I"I ____-11__11 11 I I I I I I 11 I ­­-, I' ll , I 'll " I'll 11 I'll I I I I I--1- I'll, I'll-, ''I I 11 -1 11 < 7 Lii LLJ 0 0 00z 7 0 0) EXISTING GROUND 00 _J z z 0 N OVER PIPE 0 _-:j _3 + + EXISTING GROUND 0 0)z U-)z < FUTURE FINISH SURFACE 0 C14 OVER PIPE Z _ => C3 C� 0 0 OVER PIPE _J 0 woo 0 LO Cn V)0 0 PROPOSED GROUND 0 _J + +M .1 r-, CD EXISTING GROUND OVER PIPE QL 0 C-4z OVER PIPE QL < M: FUTURE FINISH SURFACE 114- 0 _J + Z , ------- OVER PIPE (-PROPOSED GROUND (n U0 C4 rl*- 1711 0) -t I<- I I I OVER PIPE ,Q-1 V bo 0 E " , , , , :1450 , 1 4J C; %5V/1 A5 1 A%3%5, 1,43"5/14" T,420/1430 , -0/14 % 14JV 1430 Q0 0 PROPOSED GROUND M 0 _J z 0 ui U-) 0_J 0 (0 OVER PIPE _J _J 00 1q_ LL_ 0 ui _J 0 N "11\ _J 0 V=7.04' 0 0 _J U_ M"t 0 _J 0_J N n V') + 0 U_ z I-U_ 0 -q- co n < 114- =4 04 01 + Z 0)04 04 LO 04 0 T_ (00 Lo 07 4 . 1424.7 H=4.00' 0 WSE (n C4 Fr -N 04 C-4 NzUz N M C14 1q_ M 14- Ir- 0 r- PROPOSED GROUND SE=1412.39 V_ W H=4.77' SE=1 425.19� OVER PIPE C S=0.0198 SE=1441.12 H=4.50' WSE=1441.35,-, H=4.61' JL, V=5.50' .0059 H 4.61 4C S=O ------------ V=5.49' 9 -14 - 1420, 14 u U U , IZJ I 1 0 2 0%/1 A4 144 '42 14 v - 1 42u 5/141 0�, ^1 _ , . 11 ^ V --S=0,.0685 14 2 5 /1 ,420 20/1 A2 4 S�--O.01 71 Az A S=O.1558 =0.0050 7 C;� 3;r ��W�b 0 0 LL1 Q0 > Lli Ld Ld CL Li 0 CL O;wz CL IL a- a- SE=1418.11 0 Ch N CL CL D_ ULI CL bi CL CL , a- CL Ludi +FL CO Cr z bi CL 0 a_ CL CL _3 +CLO z IL Q_ z z CL a- CL > z C) Z CIL W CL FE FL n 0 0 0 0 CL z z �z ui M bi W bi z 0 d Q = 47.1 cf s z 0 bi M Li"d- 1 100 00 M M LJ 0 z 0 > Ld (/)M,L.Ljv = 4.9 fps C; L'i LLJ Ld CL n z `:1 bi MAX �_z 1.4- 0 bi > 0) > __J Cq Cn _J Li W V)Lljr- - En (.5 0 (0 0 N 't '04 O� z (X� z M bi M U-) C14 0 > 0 0 Z, 0 141 Lq> '" O'Z"-' r) 0 ^/1430% 0' AA11101 141 00 '5 INSTALL 3.46 L.F. U) 0 "'d- 0 C\I LO z Cq z Ld 427 R C P It 00 pr) 5� , 0 0 0 T- r, > , (P-1400) 000 000 CN U V 0 - -1410% 'L(06 , � , � '' � I N.- 4 0 LO K) + CF) + 00 - Z + (0 Cq z C� ^(C) 1 ,415, 141 5/14uv ol, 4 U 0 - .1 T__ 0; + + + + + C4 L6 7 CY) o (C) 0 + C14 (0 +,qi- + + 0 + C14 V7 0 + r- S=0.0100 C14 "t + (0 CY) V) r LO F V) r1141 z J Q100 =12.6 cfs < to 2: Q100 Q100=NUISANCE 0 =15 9 cfs Q100 =1.5 Q100 =1.5 cf Q100 12.6 cfs <n M ��Q =NUISANCE cfsco 'K V)- =NUISANCE cfs u) Cf s S< 100 100 VM"=O.9 f s q-VM0=O.9 fps u) 'Vmm=7.1 fps', = Vm0=7.1 fps V 0.0 fps VMAX= 0-0 fps VMAX= 0-0 fps V MAX=5.1 fps p V) r- V) (n CO MAX r% 00 0 LINEU INSTALL 3.53 L.F. INSTALL 22.00 L.F. INSTALL 28.05 L.F. INSTALL 11.43 L.F. INSTALL 29.33 L.F. INSTALL 12.00 L.F. > INSTALL 4.6 7 L.F. INSTALL 4-.67 L.F. c6wz CY) RCP (CLASS IV) 18�' RCP (CLASS IV) 1 Y' RCP (CLASS IV) 15' RCP (CLASS IV) 18�' RCP (CLASS IV) 15 - (CLASS IV) 00- RCP1 1 RCP (CLASS IV) 15' RCP (CLASS IV) 24!' MOW A Iff 11 A�ff A 4 AN B 0 +a- L/ Q100 73.8 I OY LA L A L TERAL m -20" LA TERA L 103" +d:pow SEE SHEET 2 LA TERA L A ' LATERAL A 6 TERAL A LATERA cfs (nMT__1JJVMAx= 5.9 fps SEE SHEET 4 SEE'SHEET 4 SEE SHEET 5 SEE SHEET 3 V)Ui- INSTALL 4.01 I .F_1 487 RCP (D-1406) A 10 PROFILE SCALES 0 LINE LENGTH TABLE T _/--PVC FENCE PROP. BLOCK WALL HORIZON. 1 if=401 (owl 00 T h U` N a Nk"Os D/T E S SEE SHEET 2 ID BEARING LENGTH AO%NSTR " " A 61 3.5p 1.5 PER R.G. PLANS PER FENCE & WALL PLANS & if L1 N 26*08'09" W 27.76' ID ANGLE RADIUS LENGTH TAN CONSTRUCT 7'W X 7'H CIP RCB PER CALTRANS STD D80, SEE SHT. 7 R/W-,,� PER SEPARATE PERMIT VERT. 1 =41 L2 N 68*38P45' W 24.46' C,1 4Z30'4Y' 60.00' 44.52, 23.34' CONSTRUCT 84!' RCP (D-LOAD SHOWN IN PROFILE) TOP OF PCC GUNITE DITCH 1Z GUNITE DITCH SPLASH WALL ---,,PER R.G. PLANS I / PER R.G. PLANS CONSTRUCT TRANSITION STRUCTURE NO. 1 PER CITY STD. 334P 27, EXISTING CONC. TRAP. CHANNEL CONSTRUCT TIMBER BULKHEAD PER DETAILS ON SHEET 7 PCC TRANSITION 5' PRIVATE PER DWG. NO. 1203-D TO PARKWAY DRAINN C14 DRAINAGE SHT. 2 OF 10 @ CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. 333 1.0' MIN. HIGH PER R.G. PLANS EASEMENT PCC SPLASH WALL- 01 57* MIN SAWCUT AND REMOVE PORTION OF EXISTING CMP DRAIN, PLUG OUTLET PER R.G. PLANS 0. t 24!'x24 BROOKS WITH 4!' THICK MIN. CONCRETE AND FILL REMAINING PIPE WITH SAND 2424 CB PER Li SPECIAL NOTE: A, 7 ALL BIO-SWALE FACILITIES TO BE @ CONSTRUCT BOX CULVERT WARPED WINGWALLS PER DET. ON SHEET 5, PRIVATELY MAINTAINED (NOT BY CITY). CALTRANS STD. D86A, SEE SHEET 7 4 .79 24 X24!p BROOK 2424 CB 1.0 MIN. HIGH PCC PER DETAILS ON SHEET 5 4 ADIf GUNIT (1406. 0 SPLASH WALL E - A TOP WALL 41 5* DITCH PER, 1 1399.8 Top of wall per plan 12 A$1 4 eR.G. PLANS U SECTION 4 TOE #4E:10 12 #4 PFUVATMY MANTAtiED ST. R/W A:,' ,�y Vz SEC GUNITE DITCH DROP INLET 7L- z 0 13 .80 A� X TRANSITION DETAIL Parapet J T D" 1 Er RCP STORM /5 1.5' PVC TRAIL FENCE PER R.G. PLANS See' able on Caltrans; PRIVATE LOCAL 2 Limits of construction per plan Std. ID86A, sheet 7 FEEDER TRAIL Top PER R.G. PLANS X 1394. 17 Existinq PLAN 0 C;�\ w5irpecF TOE wingwall See Section B-13 on Caltrans; Std. 1394. D86A, sheet 7 Ss 91.,20 TOE ESS/ Existi Existin elz: IV Warpeg wingwall IV J. warpeu 9z: 1409 8 (1408-36 wingwall ­;:�-Existing reinf. bars 6 B B PROTECT-IN-PLACE WALL P WALL No. 052496 M 139 EXISTING 24!' CMP SD D Const. joint PER DWG. NO. 1203-D 2$_O�$ :;;::-Sawcut exj'sting .c nc. and Exp. 12-31-12 (13 22-0 expose exist. rein?. bars STA 31+06-23 LINE 2- X =:;�TA 1 21 Lap W/ LINE spacers 8+92.��'5 Owl 'Ll D FL Proposed reinf. bars (I A9.B6 OF CAL 0. --­--Existip� tpe of Slope apro,I EO match 13 9. warpe wingwall OE channel and invert J-T , ------- --.Proposed (1410.8 Warped wingwall op WALL 1% ML 7410.3 Extend culvert invert slab SECTION D-D AND& ELM^@ ML ^am EXISTING CONCRETE HEADWALL R Top I� 11A 0 CUVAMvrAGA CITY OF RANCHO CUCAMONG WALL 0.)- spacers 2'-0" into apron CIT y NVr1 DWG. NO. 1203-D, SHT 2 F 10 SECTION AT WALL OUTLET -�61cj STORM DRAIN IMPROVEMENTS 0 See Caltrans Std. D86A for Co Ix. D D "A","B",*01)" and Section 8-8 on sheet 7 PLAN AND PROFILE FOR W D IV- V) 1__z M PROFILES LINE D LINE C V)O z a- 0,C) END ELEVATION I If ruo L N I- NOO N LATERALS A-7, A-6, A-3, A-8, B-213 AND B- 1 B N _J 0 Lw 0 F--w 0 L6 I- . _Jz D lqd- I-< 0) W_ DETAILS OUTLET STRUCTURE & INLET TRANS. o) 0 0 :D W - <-.4- + + 01�- + W 00 + EXISTING STRUCTURE TO PROPOSED STRUCTURE JOINT DETAILS 00 z 0) 0) �_ . M APPROVED BY DATE: 3 it d,r% N.T.S. 0 00 < zui z ui CIT RCE NO 53672 U-1 �<_ Y ENGINEER V) M V(n LLIM WM V) 8.76 15 DESIGN V=R*MAw RE D C ITI IV 0%F R A NC H 0 C U C%A lm"0",N G A MORSE suflem S.E.T WftC*UW ? r 8 C H U L T Z VOW 94VAHM 100%Mow m�mum A I HO VNANAN HOMES DRAWN M 940-29-OM S H E ET(-' BENCH MARK NUMBER 150 (D U I L FT 0 TR U%wo I U A"Em DI: I A IL S 1500 S. HAVEN STE.100 ELEVATION : 1507.007' S.E.T PLANN-ERG ENGINEERS SURVEYOR OF 8 SCALE 1 =10' ONTARIO, CA. 91761 FD. CHIZ. "X" IN MIDDLE OF CONIC, HEADWALL CHECKED 52496 DRAWING NO. Ph'. (909) 937-3270 DESCRIPTION OF REVISION DATE CITY AT SWC OF SUMMIT AVENUE AND EAST AVENUE. E.J.L. CE No z219-D APPROVED: DATE FILE NO - Last Revised: Mon Feb 28, 2011 2:14prn Last Plotted: Mon Feb 28, 2011 2:47pm Plotted By: station24 Drawing: 1: 72800 IMPLANS SD SD-08.dwg PROJECT SHEET NO. 24 OF 41 0 WSE W IV=