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Home My WebLink About1531 GENERAL NOTES 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE CITY OF RANCHO GENERAL DYNAMICS N CHp CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION P - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. P.M . 14647 BENCH MARK: 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER S.B. CO. B.M. 01091 -1" RND. 4� ` ' METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE STREET IMPROVEMENT PLANS HD ` • . BOLT IN CONCRETE CURB. RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE LOCATED 6 MI. N/E FROM SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE THE CITY OR TOWN OF ONTARIO p CITY OF RANCHO CUCAMONGA. S.B. CO. N/E CORNER MILLIKEN AVE. AND 4TH ST. 0.5 FT. W 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH PAR MAP NO. 1797 OF DROP-INLET ELEV.=1035.89 p THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES �� ft OF R/R RIGHT OF WAY TRACT NO. 2204 FT., ELEV.=315.74 M. RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WETHER OR NOT SUCH FACILITIES ARE PROJECT SITE CONSTRUCT/OPV A/07E5 FOR 5rPEET XPEE5 SHOWN ON THESE PLANS. � 1• ALL STiPEET TEPEES A,CE 7b BE PLAx/TED AND ✓''T�4t'ED IW z ACC0KD9A/C6 !V//W C/TY STA,t/DA.PD5, A5�iPOZ/M/r)' v 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING stn STREET l0 HAROSCAPE DiCTATF5. i� ' DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO � w CUCAMONGA EASEMENT OR RIGHT-OF-WAY. W z t PARCEL 10 0 2.o,P/Oe Tb THE COMAfFflcENIEA/T OA-AflY pWNT/,f16, 4A' r 1 a a NOTE: = PARCEL MAP AG�CONOM/C 30/G �EPO�PT �yAIL 8E FU N/5flED TO C/7' v 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES THE EXI TING OVERHEAD UTILITIES (TELE-COMMUNIC IONS Noo. 9508 � INSPECTOR A.VY vvUSUAG 7OX/C177E5 OR .VUrP/EwT SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE EXCEPT FOR THE 66KV ELECTRICAL) ON THE P JECT Xr1C1CA10/E9 MAY REQU/SPE BAx- ,cla 50/6 A/ylE�/OMF�/T✓, ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE SIDE OF THE A.T. & S.F. RAILROAD RIGHT-OF-WAY SHA BE ® A5 La<TE�PM/�t/ED BY ryE C/TY/�vSP�CTOK. REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. > 4th YSTREET UNDERGR UND FROM THE FIRST POLE EAST OF PARCEL 13 TO W I q � ,41L 3 BEET T1fEES Aff SUBJECT ro /NSPECT/ON ASVD < FIRST PO E OFF SITE WEST OF THE WEST PROJECT BOUNDARY. - 0> ACCEP A.UCE BY Tf1E TY.5 ENG/,/EE,e/NG D/dls/ov. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR = a W m CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. a SHEE] 5 1 a 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL VICINITY MAP I 1 GROUND AN ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE N.T.S. I M" "� rn+srnefr - 7th CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. SHEET * � PARCEL 13 o Z CONSTRUCTION NOTES UANTITIES 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY Z ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL IW 3 CONTENT AND GRADATION OF ASPHALT PAVING. lO CONSTRUCT .33' A.C. PAVEMENT OVER .33' CRUSHED AGGREGATE . . . . . 13,900 S.F. 3 8 BASE. 9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO PARCEL MAP NO. 6194 O2 CONSTRUCT .45' A.C. PAVEMENT OVER .33' CRUSHED AGGREGATE . 51,289 S.F. THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: SIEVE PARCEL 11 PARCEL 9 BASE. ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TEST TAKEN O3 CONSTRUCT 8" CURB & GUTTER PER CITY STD. NO. 104. . . . . . . . 1 ,194 L.F. TO DETERMINE STRUCTURAL SECTIONSPRIOR TO FINAL PLAN APPROVAL . ----- -------SECTIONS (PRIOR PARCEL MAP NO. 5544 PARCEL MAP NO. 994 SHEET 2 '7sli SHEET 3 ( SKEET 4 O4 CONSTRUCT 6" CURB ONLY PER CITY STD. N0. 104 . 576 L.F. r- 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY l , H E E T 1171 O5 CONSTRUCT 8" A.C. BERM PER CITY STD. NO. 104. . . . . . . . . . 1 ,580 L.F. MATERIAL THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE _ _ ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE - 6+n STREET - I-� - © CONSTRUCT RIGHT ll TFC I�LANE PER CITY STD. N0. 1 19 230 L.F. GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT I O7 114.CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. NOS. 103 & . . . . . . .12,250 S.F'. REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO CONSTRUCT DRIVE APPROACH PER CITY STD. NO. 101-C . . . . . . . . . 4 EA. PAVING. � � 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE CITY ENGINEER ONLY FOR THE CONVENIENCE I PARCEL 2 PARCEL 3 PARCEL 8 STREET TREES ALONG 6TH ST., GOL COURSE 9O ADJUST WATER FACILITIES TO GRADE . . . . . . . . . . . . . . . . 1 EA. OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION DEVELOPMENT, PCL S 1,3,12 & 13, SHALL BE QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS I I I cn ADDED TO THESE PLANS BY A R ISION, 10 CONSTRUCT PAVEMENT TRANSITION PER CITY STD. NO. 406 . . . . . . . . 243 L.F. WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED ff AT A LATER DATE, AND CONTRUCTED THEREOF. AS INCLUDED IN THE OTHER ITEMS OF WORK. 11 INSTALL 9500 LUMEN HPSV STREET LIGHT BY S.C.E. 21 EA. -"- PARCEL 1 W* PAID FOR AND COORDINATED BY DEVELOPER Y 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE B CONSTRUCTED AT EACH INTERSECTION. I �-Z - I SIDEWALK EASEMENT ALO G 6 rH 12 INSTALL 9500 LUMEN HPSV STREET LIGHT BY S.C.E. W/8' MAST ARM . . . . . 1 EA. _ o ST. SMALL BE SU13M ITTED O TI+E * PAID FOR AND COORDINATED BY DEVELOPER 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR PARCEL _ _ sTREETz GI'fY FOR REd1EW hND hPP 4 THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON -,r PRIOR TO ACCEPTANCE OF I PRMT'S 14 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 . . . . . . . . 1 EA. REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. STREETY a 15 ADJUST EXISTING G.T.E. MANHOLE TO GRADE. (IF NECESSARY) . . . . . . . . 3 EA. Z 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY I I � I I 0 CONSTRUCT A.C. OVERLAY-MINIMUM 0.1' (SEE PLANS FOR LIMITS OF OVERLAY) 22,530 S.F. GRIND EXISTING PAVEMENT AS NECESSARY TO PROVIDE MINIMUM THICKNESS STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE I PARCEL 5 I PARCEL 6 FOR OVERLAY. INSPECTOR. PARCEL 7 ; l8 /�/5TALG 5T.PEET TiCE�S PEK LEGEi(!D. 4!o E FI © 4.>rA• 17 CONTACT FORYOURLL UTILITY CONVENIENCE AREIETHESFOL FOLLOWING:REQUIRED 48 HOURS PRIOR TO EXCAVATION. PROVIDED I 4 NOTICE T 0 CONTRACTORS 4 {@ COI LE r uC/8 5'0 D. /07-A A. CUCAMONGA COUNTY WATER DISTRICT ATTENTION: JIM CLINE --- TSHEET � I CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CALIFORNIA COUNCIL I P.O. BIN 638 TELEPHONE: (909) 987-2591 6 CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME RANCHO CUCAMONGA, CA. 91730-0638 I ISOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CIVIL ENGINEERS EE _ _ OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND & SND SURVEYORS B. SOUTHERN CALIFORNIA EDISON ATTENTION: HAL STEWART I PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 7951 REDWOOD AVENUE TELEPHONE: (909) 357-6231 1 SHEET 8 I WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN FONTANA, CA. 92336 L----- PARCEL MAP ,J NO. 6194 PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: RICH ISAACS/DAN RENDLER OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. P.O. BOX 97 TELEPHONE: (909) 394-3835 ALL CONTRACTOR AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL SAN DIMAS, CA. 91773 PAVEMENT GRINDING FROM STA. 26+98.83 TO INDEX MAP VARIES FROM 12' TO 20' FROM STA. 32+50.00 STA. 27+37.83, STA. 34+65.05 TO STA.42+501, TO 34+65.05, STA. 43+60.46 TO STA. 44+00.46 CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS D. GENERAL TELEPHONE ATTENTION: JOE MITCHELL AND STA. 51+00t TO STA. 52+10.12 SCALE: 1 " =500' AND STA. 27+37.83 TO STA. 27+77.83 PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND 585-A NORTH MOUNTAIN AVENUE TELEPHONE: (909) 949-8208 HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF UPLAND, CA 91786 INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN RI NORTH SOUTH R/W R/W NORTH SOUTH R/W ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. E. METROPOLITAN WATER DISTRICT ATTENTION: FRED ADAMI 120' 120' OF SOUTHERN CALIFORNIA TELEPHONE: (909) 392-2419 P.O. BOX 54153 TERM. ANNEX 60' 60' 60' 60' REMOVAL NOTES (QUANTITIES LOS ANGELES, CA 90054 EXIST. GROUND 13' 20' 7.25' 10.75' 9' 9' 38' 13' 16' 5' 12' 7.25' 10.75' 9' 9' 38' 13' �_ AO SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. . . . . . . . . . . 16,480 S.F. SHEET INDEX 2 MIN. 4' VAR. 8.5' MAX. 1 7 8.5' MAX. VAR. 4' VAR. 2 8.5' MAX. VAR. 4' 1 3' MIN. 2 3' MIN. 3' MIN. VAR. 1 © REMOVE EXISTING CURB AND GUTTER. 360 L.F. LEVEL LINE LEVEL LINE 1 . TITLE SHEET 29;-y- - - _ _ - ---� - _ - - - - - f 2% DAYLIGHT LINE - _ 1.75%-2.33% 1.58% 2.6� 1.56%-2.33% _ _ _ _ _ - 29._ _ _ _ 1.( 9Y-2.61% _ _ - - 2% © SAWCUT AND REMOVE EXISTING A.C. BERM 2,560 L.F. 2. STREET IMPROVEMENTS - 6TH ST. 26+86.32 TO 35+00.00 7 q C EXIST. 6" CURB - �J 7 2 EXIST. 6" CURB 7 O SAWCUT AND REMOVE EXISTING CURB ONLY . . . . . . . . . . . . 243 L.F. MEANDERING 3 3. STREET IMPROVEMENTS - 6TH ST. 35+00.00 TO 45+00.00 SIDEWALK REMOVE * 6TH STREET MEAND RING O5 BERM C q * 6TH STREET MEANDERING EX. A.C. SIDEWALKBERM AOGa<DST. TREE9 AND CU�PB 5/0� LiPl�i/�V O.1/ 5i4'T.5 4. STREET IMPROVEMENTS - 6TH ST. 45+00.00 TO 52+10.12 7.25 o TYPICAL SECTION REMOVE TYPICAL SECTION Z �lf /how 95-02, BY CASC E,VG.e, A.C. PVMT. Ex. A.C. STATION 27+77.83 TO 34+65.05 ADD,-j957r ET T�EET50N 5�T 5 it/O. Z 3 5. STREET IMPROVEMENTS - 7TH ST./CLEVELAND AVE. KNUCKLE STATION 26+98.83 TO 27+37.83 BERM By ,B� 3- N 9//7 STATION 34+65.05 TO 43+60.46 7.25' OF 44+00.46 TO 51 +50.22 6. STREET IMPROVEMENTS - 4TH ST. 10+00.00 TO 14+75.54 T.1. = 9 A.C. PVMT. T.I. = 9 R=7o R=70 DESCRIPTION OF REVISION DATE „�R,,ED 7. SIGNING AND STRIPING IMPROVEMENTS - 6TH STREET 8. SIGNING AND STRIPING IMPROVEMENTS - 7TH ST./CLEVELAND AVE. KNUCKLE WESTEAST R/W i R/W CITY OF RANCHO CUCAMONGA NOTES/DETAILS R/W R/W R/W R/W P.M. NO. 1464734' 34' , , 44' 2 27' 27' 60' 60' PRIVATE ENGINEER' S NOTICE TO CONTRACTORS 12' 32' 10 12' 12' 5' 22' 22' 5' 12' 48' 48' ---12' TITLE SHEET THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN 12 22 22 12 2 �Q% 4' 2. � ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, X 2.0%0 STREET IMPROVEMENT PLANS- THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER 2.0%_ _ 2.09; ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES '� FUTURE MEDIAN IMPROVEMENT OPOSED WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITIY LI"�LPR IMPROVEMENTS 7 NOTE: SIDEWALK ON 4TH ST. APPROVED BY• DATEAND . PROTECTIONON OF THESE NIES LINES.PRIOR TO WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR * CLEVELAND AVENUE * 7TH STREET WILL TIME.BAN IN-LIEUCONSTRUCTED C EE AT 4TH STREET 0 CITY ENGINEE RCE No. 24953 WILL BE PAID AND IT WILL BE THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE NORTH O F 6TH STREET TYPICAL SECTION N-LIEUUFEE DAAT LSO AI CLUDES ME. TYPICAL SECTION z ��`�oe5 5. c�pw/Irl DESIGNED 8Y: A S C G61uGR(t-�► 1-800-422-4133 TWO 2 WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC TYPICAL S E CT I 0 N T.I. = 7 STREET TREES. T. = 9 �'�� s' B.B. �� WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN T I - 7 R=70 R=70 W 41983 ENC�INEERING3 GROUP. INC of Na• � DRAWN BY: SHEET INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. *REFER TO THE CROSS SECTION PLANS 3 31 96 937 SOUTH VIA LATA, SUITE 500 R=70 (8 SHEETS) INCLUDED AND BY THIS REFERENCE * Exp.-1-� * G.S. COLTON, CA 92324 ') OF 8 MADE A PART HEREOF. IVI CHECKED BY: 783-3636 FAX (969) 783-0108 DRAWING No. F OF CAu .%!k lz�b�� C.C. CHRIS D. CUM+MINS RCE 41983 DATE 1 1 PROJECT SHEET NO. 1 OF CASC FILENAME: \\CASC\DWG\126001\STIMP\STRS-1 .DWG 12/15/94 ,�3 C.S. IIIli ..........+> LO t4�0 I=4 m M(D 0 .... ..0 x c I0 r ....... c M 5R co o m 0 m 0< ............ .......... ........... 4L.:co (D 00 (D > < Ln ........M 71 0 rri r7 z c� c� c� > C4 Cc) >) (L .. .......co > I.......... 7!! ........... ..I........> r rl M M 0 CE) (n 7+ i 7 7 7 ............01 Z r.— 0>00 0 m m 0 V) >> 0 I..I...........X m 0> z 0 c 00 06'3 264,§.95 M M ;a m:i�EVELAND A,�E N N 0 4"W .....0 M 5f;;! C 2 10 ..........CA N 000 2"W 26 6+0 7j 0 C)c_ IM M .........0 ---I T!�N A6 52 �BEVN: ONSTRO I............. .......L..... I4,�.......... L ID 7-m T 7 I 00",UN m 9 I . ; �, +1 . u I Ln a)r _V rn 0 0-j--,j rj r7 Z 60 �0 6 NJ > m IZ. IQ 3 5,26+86.32 BEGIN CONSTRUCTION ....... ...... IIn m +20.00 7- tA M 171F TqA TIE INTO EXIST. 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II(A _u K 0 I ............ ............< I �7 I—TI U)cf) m X 0 n z < ..........M-4 0 m cr) Z 0 71 r7i Z > 00 . .....t 0 >+ 0 %A 0 M x I01 0 SCALE: 1" 40' 0 0 cc)M oc) n Z f,lZ - Z M 0 Z 0 0 Go c m z< M ;u M X 0 5: Z rr1 >0 U4 CA 0 z M CC) > D M ------< U) 0 > 0 m C) < ....... ... .....V) > M h3 Z: < r OX 0 ""...............K: 0 m M z 0 _u ha C c 0 z Z z 0 C)m Z 71 cn M M n z r (0 LA M ZOO — 1..........C) M Icf) 0 r Ir>io )> 0 -1 z> � zm 0 ........... C4< z 0 + 0 ;u rn 0 Z L4........... -4 Ln r*4 0 Ln rri (A U7 Z: CD 0 ..........I-C-44 6 64 + I -TI r L4 -,rl CD > � 00 0 .I........ ILp K2 m Z ;u K Z 00 ............ .........I— ....... ...................... ........................ ....... BENCH MARK 0 SB. CO. B.M. 0 109 1 -1 RND. HID. BOLT IN -------- ....------- ------- --------------- ------- ----- ----------------- ------- --------------- .........iN----- ....... ------ ------Z,------- CONCRETE CURB. LOCATED 6 MI. N/E FROM ............ .......... .... ....... + THE CITY OR TOWN OF ONTARIO S.B. CO. N E ............................ 4- ............... T A --------------- --------- ......... ....... ------ ------- f r- ......... CORNER MILLIKEN AVE. AND 4TH ST. 0.5 FT. ... ........ --------- ------- ------ ------------- ------- ----- ------- ---- ------------ ...... ------ -------- 4- '4........t........ --------- W OF DROP-INLET ELEV. 1035.89 FT. - ----------- ............. .......... r 1 fNG T G E A ELEV.=315.74 M. ....... .....4......J---....... .. ..... ----------- ------------ ------- ------- ------ ------- ------- --------- - --- ---- ------ ---------I------------------- ..........+ ...... ...... .......... .............. ............... ............ .............. ......... it At .......... ........ .... -- -------- r --- l- .1....I I�- --- 1-1-- --------------- --------------- -- 4, ............ ---- --- ................ ......------ t.11------ ...... 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PAVEMENT 0 0 w +- ---1 1 1 SEE TUNNEL PLAN L0 LL- UJI�-;V- w W CIO w- . it Q, - z MINIMUM 0.1'-GRIND EXISTING 0 0) 0 Q� 0 0 z 0 0 0 Of 0 w 0 z u-qj ir 0 Lj -j --1 0 0 0 M U) 0 1.- r-i Co V) 0 U-) 0 z Q Ln 4- co In a, V) w L PARCEL 9 r_5� + a: + PA R 13 a+ zo� + + + + Ll + 0 0 U-1 - -4 L0 M 0) < 0 TW 1�) 0:2 00 ZQ. - 04 C14 < ca r- . (ZI n I- I- < z z < 0 lr---: Lutu < 0 c) � cq- Al < r--z- < 0 Ld Z,-., uj F- Lij L6 V) V) U) LJ Cn V) M Lf)LLJ (A PR P R 95.41 862.36 7 2:1 7 7 3.48 TC u of -0 -2, 3 u 0 Li 0 le o 7 IM h- ................... ........... N 69.55 Tc EXIST. R/W 7 2.0.0- ll'C 09.66 \73.87 TC '71 7 LJ Acs D < ----------- C/) x EXIST. MEDIAN CURB D 8.8' NW31'48"W 2654.98' ------------ 44--- 42+00 43+00 3 5±DQ ----------------------------------- 8f 39)4 0 40 00 <:::::��=- ----------------- ��45+00 ST*----- b5 S 40+84.57 -STA19+30.2 i EX PP 71.42 TC - - -4 DWYI W=35'\��/ GOLF CART---T-UNN�EL 6th STREET --1 STA. 37+20. Ero MEI:,. FLAki------ STA. 40+17.66 ECR EX PP /14195575E BEGIN CONSTRUCTION c I OF NEW MEDIAN (0 (70.48 TC) REMOVE 79.99 LF (70.76 TC) f4 -(-70-.20 TC) P61ST. C&G x W -EX.W-. -- -EX.W- EX.W w - 0 w z -------------- -- ----- 0 ------------------- ----------------- ------- z ------- --- -- �E-XfSf% -IR,-/* 77.28 -- --------------I------------------ -------- ---------------------------- ------------------- --------------------- --------------- --------------- -------------------- ----------------- ------- -rylo EX PP ---------- ------- FlF ------- 074 ------------------------------------- EX PP ------------------------------------ 7 4 --------------------------- ---------- -------------------------------- 74E -------I--------- ------------------------------ u 0 ------------------------- 0 -TTE RE`M=----------\ o f4l&5,5171 E In I 0 y 0 0 Bt,; REMOVED 0 -f?EMOVED 0 0 c:) 0 q + Ln < U-) pe) Ld 0 10 20 30 40 80 120 160 00 4- 3: + + + + J po 1-- U) SCALE IN FEET PARCEL 8 V) V) cn cn 0 V) V) V) bi In CN 2 lie 3/Z 12 1------� PARCEL 1 ffy -7-7- cr 5 cm 5rccrf�rc.r DESCRIPTION OF REVISION DAN AMOM 15 TC,�'C7- 00r,,91f11C,�Q61(^-0MV041 109R6 97Y 6TH STREET CITY OF RANCHO CUCAMONGA 61471.1 57.CC67' NqC,41061,q 30'aC. 1-6 06 SIDEWALK GTASEMrNT- AL-ONG 6-rw NOTE: '*74)957-1C 96-?q61rV' M/A/ C9 W- 6.19. ST. SHALL BE SUBMITTED T`0 T14Lr THE EXISTING OVERHEAD UTILITIES (ELECTRICAL) ON THE SOUTH STREET IMPROVEMENT PLANS CITY FOR RVISW AND APPIZOVAL SIDE OF SIXTH STREET SHALL BE UNDERGROUND FROM THE DATA FPFZIOfZTO ACC07MC-E OF IMMM-rl.5 FIRST POLE ON THE WEST SIDE OF CLEVELAND AVENUE TO THE (D DELTA/BEARING RADIUS LEN./DIST. TANGENT FIRST POLE EAST OF PARCEL 1 & POLES REMOVED. 0 �4 89-58,33"F 4.?8 FROM STA. 35+00.00 TO STA. 45+00.00 @) Issollf.55#1 1.00 11.041 ZO.77 89*56'20 20.00 31 .40 19.98 CONSTRUCTION NOTES : REMOVAL NOTES : - @ @ CONSTRUCT .45' A.C. PAVEMENT OVER .33' CRUSHED AGGREGATE INSTALL 9500 LUMEN HPSV STREET LIGHT BY S.C.E. SAWCUT AND REMOVE EXISTING A.C. PAVEMENT APPROVED BY: DATE: C>"V&e_� @) 9 0'0 1 '2 2" 20.00 31.42 20.01 BASE. DINATED BY DEVELOPER CITY ENGINEER��;�,&a*l RCE No. - '24953 * CONSTRUCT 8- CURB & GUTTER PER CITY STD. NO. 104 ADJUST EXISITING G.T.E. MANHOLE TO GRADE (IF NECESSARY) Ess/ DESIGNED 6Y. RECOMMENDED: * CONSTRUCT 6" CURB ONLY PER CITY STD. NO. 104 CONSTRUCT A.C. OVERLAY MINIMUM 0.10' (SEE PLANS FOR LIMITS OF SAWCUT AND REMOVE EXISTING A.C. BERM b- cu B.B. -� Epsc 4ug k F-F-- E EXISTING CURB ONLY A, Ills-lf-14 CONSTRUCT 8" A.C. BERM PER CITY STD. NO. 104 OVERLAY) GRIND EXISTING PAVEMENT AS NECESSARY TO PROVIDE E:NC;sINEERINC3 ORC)UP, -INc 944 No. 419 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. NOS. 103 & 114 MINIMUM THICKNESS FOR OVERLAY. DR4WN ErY. 937 SOUTH VIA LATA, SUITE 500 SHEET ZL@ 11f15Tq1-1, 15rCF67' rZ�C-r Per 6-47667&0 .0 Exp. G.S. COLTON, CA 92324 -3�- 0 F 8- APPROACH PER CITY STD. NO. 101 -C cl I CHECKED BY. PH. 7453-363 FAX (W91) 783--0106 DpAwl No. Ln la'� C3 r77 :Z ir it < It f 4 L CONSTRUCT PAVEMENT TRANSITION PER CITY STD. NO. 406 OF C.C. z 94, 1531 HRfS D. CUMMINS DATE PROJECT SHEET NO. 3 OF CASC FILENAME: \\CASC\DWC\126001\STIMP\STRS-3.DWG q3 G.S. 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F•gx,..F✓rw L 4 r,,:.,b 4 4 4 /.,,L F.gw.Jww4 d V M ,r,4yd d /,,..i. /F b,4.xdxxe ''y .,.4„y,.V„x, ., (A W 2 - Ln _ Ln O W ,-r �oomm N co DE s E fi -� Ln D O �l ;'z E zY \ I� - `G :4 : .4_4..... i_4 4-:_ .:« 6r <4,:�, i,G„•»r r 4.Y4,.-.. G 4 Lar L bx6f 4 M.fir. {4 .._. 4 r.b- i - .L,4 �y .,_6.......... i 1 9 PROJECT SITE GENERAL DYNAMICS 8th STREET P. M . 14647 �,�ACHo LLJ w BENCH MARK. G LLJ Z GOLF CART TUNNEL PLAN n Q Q S.B. CO. B.M. 01091 -1" RND � HD. BOLT IN CONCRETE CURB. ` • LOCATED 6 MI. N/E FROM O -r-J 15 THE CITY OR TOWN OF ONTARIO r SB. CO. N/E CORNER MILLIKEN 09� AVE. AND 4TH ST. 0.5 FT. W OF DROP-INLET ELEV.=1035.89 W 4th ZSTREET O Y FT. ELEV.=315.74 M. ` = J Z PARCEL MAP N0. 1797 OF R/R RIGHT OF WAY TRACT N0. 2204 / VICINITY MAP N.T.S. * PARCEL 10 0 Z PARCEL MAP N00. 9508 GENERAL NOTES 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO ` 0 CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS. CONTRACTOR SHALL BE FAMILIAR WITH a W m AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. a a a 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THEIr►»�JAM 7,h „H� RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE PARCEL 13 . STREET SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE m Z CITY OF RANCHO CUCAMONGA. J z 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH Ila Y UTILITY NOTIFICATION LIST THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIESr B w TUNNEL Ix CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. PROVIDED RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE a FOR YOUR CONVENIENCE ARE THE FOLLOWING: SHOWN ON THESE PLANS. PARCEL MAP No. e194 � PARCEL 11 L CATION PARCEL 9 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING C CUCAMONGA COUNTY WATER DISTRICT ATTENTION: JIM CLINE DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO P.O. BIN 638 TELEPHONE: (909) 987-2591 CUCAMONGA EASEMENT OR RIGHT-OF-WAY. �► I RANCHO CUCAMONGA, CA 91730-0638 PARCEL MAP NO. 5544 PARCEL MAP N0. 9204 lil 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES m SOUTHERN CALIFORNIA EDISON ATTENTION: HAL STEWART SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE it ji 7951 REDWOOD AVENUE TELEPHONE: (909) 357-6231 ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE - - - FONTANA, CA 92336 REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. ern STREET - - - 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR PARCEL 12 SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: RICH ISAACS/DAN RENDLER CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. P.O. BOX 97 TELEPHONE: (909) 394-3835 I SAN DIMAS, CA 91773 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL ra GROUND AN ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO WGENERAL TELEPHONE ATTENTION: JOE MITCHEL CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE PARCEL 2 _ _ i PARCEL 585 A NORTH MOUNTAIN AVENUE TELEPHONE: 909 949 8208 CITY ENGINEER FOR APPROVAL P RCEL 3 ( ) 0 AL RIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. I � PARCEL 8 UPLAND, CA 91786 CD 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY I I I I °' METROPOLITAN WATER DISTRICT ATTENTION: FRED ADAM( ENGINEER. ISTIN A TESTS L G ALL ESS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL � OF SOUTHERN CALIFORNIA TELEPHONE: (909) 392-2419 CONTENT AND GRADATION OF ASPHALT PAVING. P.O. BOX 54153 TERM. ANNEX PARCEL 1 W LOS ANGELES, CA 90054 9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO 3 THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. I PARCELC4 ST z sTREEr 10. TO(NG SHALL DETERMINE B STRUCTURAL SEDIN CTIONS (PRIORNCE TO FINAL PLANITH LUE APPROD PAVEMENT TEST TAKEN NOTICE TO CONTRACTORS BENTLY 1 1 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY STREET r z - - 0. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CALIFORNIA COUNCIL MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE I I � ( I CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME OF CIVIL ENGINEERS ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE I PARCEL 6 SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. PARCEL 5 I OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND & LAND SURVEYORS I I PARCEL 7 PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT I F WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED I I -T - a PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO a I - - - J I a OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. PAVING. ALL CONTRACTOR AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION - - - -STOEE - - PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDEREDn INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN AS INCLUDED IN THE OTHER ITEMS OF WORK. PARCEL MAP No. 8194 ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPIANCE WITH SAID REGULATIONS AND ORDERS. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE REQUESTTHECORRECTION REQUIREDROR AND PLAN REVISIONS SHDAILL BEE PEROMP SCOVRD DURING SUBMITTED CTO THE UPON CITY PRIVATE ENGINEER' S NOTICE TO CONTRACTORS ENGINEER FOR APPROVAL. THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY LOCATION MAP ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER INSPECTOR. 1 =500, ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. PROVIDED WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITIY FOR YOUR CONVENIENCE ARE THE FOLLOWING: CONSTRUCTION N STRU CTI O N N 0 TE S QUANTITIES AND PROTECTION IRRIGATION OF THESE NLINES. PRIOR TO WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR A. CUCAMONGA COUNTY WATER DISTRICT ATTENTION: JIM CLINE O BASE.REMOVE & RECONSTRUCT .45' A.C. PAVEMENT OVER .33' AGGREGATE . . . . 4,950 S.F. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE P.O. BIN 638 TELEPHONE: (909) 987-25911-800-422-4133 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC RANCHO CUCAMONGA, CA. 91730-0638 O2 REMOVE & RECONSTRUCT 8" CURB & GUTTER PER CITY STD. NO. 104 . . . . 75 L.F. NOTE: WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN CONTRACTOR IS REQUIRED TO SUBMIT A DETOUR PLAN TO THE CITY INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. B. SOUTHERN CALIFORNIA EDISON ATTENTION: HAL STEWART t�3 REMOVE & RECONSTRUCT 8" CURB ONLY (MEDIAN) PER CITY STD. N0. 104. 155 L.F. FOR THE CLOSURE OF 6TH ST. PRIOR TO TUNNEL CONSTRUCTION 7951 REDWOOD AVENUE TELEPHONE: (909) 357-6231 AND SHALL ADHERE TO CITY POLICY. FONTANA, CA. 92336 O REMOVE & RECONSTRUCT 8" A.C. BERM PER CITY STD. NO. 104 . . . . . . 80 L.F. C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: RICH ISAACS/DAN RENDLER O INSTALL 14" P.V.C. PIPE. . . . . . . . . . . . . . . . . . 284 L.F. P.O. BOX 97 TELEPHONE: (909) 394-3835 CITY SAN DIMAS, CA. 91773DESCRIPTION OF REVISION DATE APPROVED © INSTALL 6 P.V.C. PIPE 488 L.F. NOTE: D. GENERAL TELEPHONE ATTENTION: JOE MITCHELL LIGHTING IS REQUIRED. REFER TO ELECTRICAL PLANS FOR DETAILS 7 INSTALL 12 x 12 CAST IRON INLINE DRAIN PER ADVANCED DRAINAGE SYSTEMS,.. S E S 3 EA 585-A NORTH MOUNTAIN AVENUE TELEPHONE. 909 949-8208 O � CITY OF RANCHO CUCAMONGA ( ) ( UPLAND, CA 91786 INC. ADS 1 -800-733-1993) OR APPROVED EQUAL P.M. 14647 E METROPOLITAN WATER DISTRICT ATTENTION: FRED ADAM( ® CONSTRUCT TUNNEL FOOTING PER DETAIL ON SHEET 2 . . . . . . . . . 360 L.F. OF SOUTHERN CALIFORNIA TELEPHONE: 909 392-2419 RT PAT R T NOTE: 9 CONSTRUCTCA H PE DE AIL ON SHEET 2 3600 S.F. P.O. BOX 54153 TERM. ANNEX O � TITLE SHEET MANUFACTURERS' SPECIFICATION SUBMITTALS FOR MULTIPLATE ARCH LOS ANGELES, CA 90054 10 INSTALL MULTI-PLATE ARCH (TUNNEL) PER MANUFACTURERS SPECIFICATIONS . . . 1 EA. TUNNEL ARE REQUIRED TO BE SUBMITTED & APPROVED BY THE OFT ISSUANCE OF A PERMIT FOR THE TUNNEL GOLF CART TUNNEL PLAN 1 1 INSTALL 12" R.C.P. LOW FLOW DRAINAGE PIPE. . . . . . . . . . . . 300 L.F. CONSTRUCTION. PRIVATE FACILITY 12 INSTALL TUNNEL WATERPROOFING SYSTEM PER DETAIL . . . . . . . . . . 1 E.A. APPROVED BY: - DATE: i 13 EXCAVATION (TO BE STOCKPILED IN GOLF COURSE). . . . . . . . . . 7200 C.Y. CITY ENGINEER RCE N0. 24953 (EXCESS TO BE USED IN GOLF COURSE ROUGH GRADING)=4000 C.Y. QROfEsslp� DESIGNED BY: S1: RECOMMENDED: o o. c _ 14 CONSTRUCT 3' CUTOFF WALL PER DETAIL SHT. 2 . . . . . . . . . . . 100 L.F. `'�� ys i B.B. �'� 046x I W OIs-1114 41983 ENOINEERINO GROUP, INC 15 INSATLL 18" x 18" CAST IRON INLINE DRAIN PER ADVANCED DRAINAGE SYSTEMS,. 1 EA. 3/31/96 * DRAWN BY: 937 SOUTH VIA LATA, SUITE 500 SHEET G.S. COLTON, CA 92324 � OF 2 INC. (ADS 1 -800-733-1993) OR APPROVED EQUAL. 4t Exp Sf'T CIV( ��! CHECKED BY. P ) 83 6 FAX (909) 783-0108 DRAWING No. F OF CAL / (p• C.C IS D. CUMMINS RCE 41983 DATE 1531 PROJECT SHEET NO. 12 OF a CASC FILENAME: \\CASC\DWG\126003\TUNNEL\GCT-SHTI .DWG 12/15/94 'f3 G.S. SEE GOLF COURSE LANDSCAPE PLANS EXISTING GROUND 12" FOR DECORATIVE COVER & TREATMENT - - MIN. MULTIPLATE ARCH. EXIST. PROP (SEE SPECIFICATIONS) 1 ' 6" 6" SEE CONNECTION #4 6.0" 6 O" RAW 2' EXIST. R/W / R/W _ 1" CHAMFER DETAIL LEFT CONSTRUCTIONBOLTS PER 3 000 P.S.I. CONC. TYP.) " ® 12 (TYP ) I A.C. BERM PROPOSED f SPECIFICATIONS CH MANUFACTURER USE ACCELERATOR #5 ® 10 O.C. 6' JOINT (OPTIONAL) ' ( O.C. 3 (VERT.) X4" WELDED 3 1 IMPROVEMENTS TO OBTAIN A MIN. OF 1.5' 10 ( 24"_1 STUDS 9" O.C. , ^ - - _ 2 1 '� - #4 ,REBAR 30.0" 1 3 16" 2,500 P.S.I. IN 7 DAYS " 3" MIN 6" VINYL WATER - - - - 24 O.C. / N ,STOP CONTIN. (TYP.) VARIES SEE SPEC. BELOW) j 3 " MIN. 2 CART PATH " #4 REBAR 1070 - EACH WAY MULTIPLATE ARCH GRADE 60 STEEL 8" O.C. y ( 4 1 `. (SEE SPECIFICATIONS) a d - - - � 4" 1.09: {HORIZ.) 3 Q�v 3" (TYP.) 4. �10.0� R O 4 9/16' ( I 3/16" BASE CHANNEL -� ��10T (TYP.) 1 `�F�� SEE DETAIL LEFT - - - SEE CHANNEL 8 N TOP OF �, 6.0NV MULTIPLATE ARCH �� J DETAIL BELOW RIGHT #4 REBAR ® 10" O.C. 32'-6' 2'-6 -� 6" x 6"-1 .4 x 1.4 W.W.M. 2- FOOT WALL DETAIL 1065 - - TOP OF MULTIPLATE ARCH \1 CUTOFF WALL DETAIL a TABLE 1 BOLT AND NUT REQUIREMENTS #4 REBAR ® 12" O.C. #4 REBAR 12" O.C. TOP N.T.S. f �� _ 1`10 N.T.S. 1 a a 3 /8„ BOLTS NUTS AS SHOWN CONTIN. (TYP.) AND BOTTOM CONTIN. (TYP.) 2 a 1 15/16" A A 7I ( .2. FOOTING DETAIL (TYP . ) � v GENERAL DIMENSIONS ANSI 618.2.1 ANSI 618.2.1 2 � 1 a a HEAVY HEX HEAVY HEX T INVERT OF P.V.C. PIPE * SEAM BOLTS & NUTSB A 449 A 563 GRADE C 1"= 2' 1 i FOR IRRIG. AND CONDUIT �� ANCHORAGE BOLTS & NUTS A 307 A 563 GRADE A ZINC COATING A 153 A 153 SEE DETAIL LEFT SEE SEC N A-A 1 060 a a a 3 NORMAL DIA., MIN. IN.0 3/4 3/4 1060 - " - 2-14 5 a 6 ANCHOR 7 LUGS (*E CHANNEL DETAIL HEREON) 7/8" x 1 3/4" SLOTTED HOLES (TYP.) w m WINGWALLS 10'-0" BASE CHANNEL (CONTINUOUS FOR LENGTH OF ARCH) `y' (SEE LANDSCAPE PLANS) 9' 21 21 21 21 12"71WEIGHT GALVINIZED WINGWALLS u7 m TOP OF FOOTING w 14_-�I 1 QrJrJ - (SEE LANDSCAPE PLANS) `n w ~ 10' LENGTH 59# �, - 1055 CONNECTION DETAIL (TYP . ) 0� �� mm �� 12' LENGTH-70.5# 2_0% �`V N.T.S. - - - - - - - - - - - - - - - - - - - - --- - 1050.0 N INVERT 1.0% Q 24" _ LOW FLOW 1 0% 1 C. TO C € ANCHOR LUGS OUTLET �.1. KNOCKOUT & TWIST - - - - - - - - - - - - - - - - -- -- - - - - ,�- 14 CHANNEL DETAIL ID 1(L -- - - - - - - - - 1050 NOTE: SEE BEVEL NOTE: ,. N.T.S. � EXISTING 16 WATER & EXISTING FIBER F.L. OF 12 R.C.P. STUD SPACING DETAIL OPTIC LINE TO BE PROTECTED IN PLACE LOW FLOW PIPE WATERPROOFING EMULSION PER VERTICAL\HORIZONTAL SUPPORT 10" DETAILS HEREON AND SPECIFICATIONS. REMOVE AND REPLACE IN KIND EXISTING ROADWAY IMPROVEMENTS IL 9 • • - EXISTING ROAD SURFACE x 4" g„ 18" (TYP.) ° ; ARCH ° i 2„ EXISTING FIBER 0 4% 12" w �I�3" _ OPTIC LINE - _ �--_- - o g„ 180' MULTI-PLATE ARCH VARIES WELDED o STUD 12" SQUARE GRAVEL BED WITH 4" - �r r r. x. 1 SEE VLkll�,AL LOCATION PERFORATED P.V.C. PIPE SLOPED ®1 .0% 10 0 SUPPORT DETAIL EXISTINv 16" BEVEL STUD TO SOUTH END OF TUNNEL. 1 MULTIPLATE HEREON. PROFILE SCALE DETAIL TIE P.V.C. PIPE SUBDRAIN INTO WING 1� ARCH \ / �1 WATERLINE SPACING DETAIL 1"=4' VERT. WALL DRAINAGE SYSTEM. 6, (SEE SPECIFICATIONS) 6 1 N.T.S. 1" =20' HORZ. 12" R.C.P.1 20' 2.5' �rt� iriJI,: WATERPROOFING SYSTEM DETAIL POPE FLOW 18' STEEL - SHALL CONFORM A11H ASTM A-36 WELDING - SHALL CONFORM WITH AMERICAN SOCIETY N.T.S. 9 SPECIFICATION AND SECTION 26-8 OF UBC STANDARDS 8 8 4. 2' SPACING - SEE DETAIL ABOVE * NOTE: EXTEND P.V.C. 1 ' BEYOND R/W SEE FOOTING DETAIL 14" PVC AND PLUG FOR FUTURE CONNECTION AT ABOVE RIGHT 14" DUCTILE IRON PIPE CLUBH39+80.15 SECTION A -A (TYP .) DRIVEWAYOU E 1 '=10' PARCEL 12 SII I (CLUBHOUSE) �, . ; o I ,,•�� I u , e, CENTER CONSTRUCTION NOTES r3 1 RHES 6,> TYP. 6„ x 6"-1 .4 x 1 .4 W.W.M. 6„ TYP. JPR\�Py" z X o o M N M 1 REMOVE & RECONSTRUCT .45' A.C. PAVEMENT OVER .33' AGGREGATE o I w w Ir- 3 00 5 �1 2500 P.S.I. CONCRET f••-�5 O BASE. Lu cn „ _ 6" CONC. CURB 1 0% 4 6" CUR O REMOVE & RECONSTRUCT 8" CURB & GUTTER PER CITY STD. NO. 104 F- sl 1 cy • - NOTE: 3 Cfl ' ' C° • 8.> ALL OTHER CART O3 REMOVE & RECONSTRUCT 8" CURB ONLY (MEDIAN) PER CITY STD. NO. 104 X PATHS TO BE PER 9 �p �p '�' A h LANDSCAPE ARCH. s�4 REMOVE 8" A.C. BERM PER CITY STD. NO. 104 6' 6` Y ISI ' PLANS. 1 i / / p ST.` TA. 40+84.57 E Y 1 .5' 6" 18' PER PLAN 6" 1.5' O5 INSTALL 14" P.V.C. PIPE ,�, � LF CART TUNNEL ( Q INSTALL 6" P.V.C. PIPE • _54 S� p 6� i # i I I NOTE:TRANSITION O INSTALL 12" x 12" CAST IRON INLINE DRAIN PER ADVANCED DRAINAGE SYSTEMS, 52 rn 0_ I € 1 W LL CURB FACE TO { ) o s o { I INC. ADS 1 -800-733-1993 OR APPROVED EQUAL G ALL 2-12 P.V.C.Pvc0 LOW POIN CART PATH W/DEEPENED T 0 E VERTICAL OVER ,. �I } 7 53. F.S. 3" TO TIE INTO ® CONSTRUCT TUNNEL FOOTING PER DETAIL ON SHEET 2 12 WALL I € 4-6 P.V.C. 6 * 51 .5 F. THE (TYP.) i i € S E C T I O N B - B FOOTING NEL g CONSTRUCT CART PATH PER DETAIL ON SHEET 2 k 1. O 6 - - - - � 6 N.T.S. 14 X3,0 F.S. 10 INSTALL MULTI-PLATE ARCH (TUNNEL) PER MANUFACTURERS SPECIFICATIONS 0.88 TRA SI i : li B 1 I 51.5 F.L. S 1 .II 52.6 7 LIMITS OF 11 INSTALL 12" R.C.P. LOW FLOW DRAINAGE PIPE 21 ' 90 _ �; ,rfL, t , 9 , 31 - F.S. 2 0 ° 2.5' CUTOFF WALL 14 12 INSTALL TUNNEL WATERPROOFING EM LTI N PER TAI 1 .0 -PtAT-� O 0.7 ARCH 52.5 S. � U 0 E DETAIL L 2 ( ) X1 .0% I I 1 0% 51:5 L 53. F.S. 13 EXCAVATION (TO BE STOCKPILED IN GOLF COURSE) 6 NOTE. H BEAM TO EXTEND (EXCESS TO BE USED IN GOLF COURSE ROUGH GRADING)=4000 C.Y. _ 8 Q - , I NOTE: SEE HORIZONTAL SUPPORT THE LENGTH OF EXCAVATION. 12" WALL �- -- - - 7 DETAIL AT LEFT 16 WATERLINE HAS 40' 4' CURB OPENING � TOE fel FROM. ARC WA UB 53. F.S. SEE GOLF COURSE GRADING " (�,P ) 14 _51 .5 F.L. PLAN SHT. 5 FOR CONTINUATION EXIST. FIBER LENGTH OF PIPE. SOLID 14 CONSTRUCT 2.5' CUTOFF WALL PER DETAIL SHT. 2 i 6 FOR DRAINAGE I 1 OF DRAINAGE PIPE. OPTIC WELD ALL JOINTS THAT GET 15 INSTALL 18" x 18" CAST IRON INLINE DRAIN PER ADVANCED DRAINAGE SYSTEMS, O EXPOSED. INC. (ADS 1 -800-733-1993) OR APPROVED EQUAL 7 \ '-EXIST. 16" EXIST. FIBER EXIST. 16" 16 INSTALL 14" DUCTIVE IRON PIPE. 0 T , I)4 AL 6 �� t OPTIC CONDUIT WATERLINE O W G WA - - - - _ 0o WATER LINE (4-4') 0 F.L. '- - 1 1 00"w� „ O E # 1 1 I o NOTE: SUPPORT BEAMS 4-6 P.V.C. 6 € =0.44% 6 + SHOULD BE PLACED ON O O 54 € � ! h°c BOTH SIDES OF THE 12" RC.P.: OW FLOW PIPE J LOW POINT 1`, MULTIPLATE ARCH. am DESCRIPTION OF REVISION �,,� „�„� V. I A =. cv 3.0 F.S. `, H BEAM 001,51 .5 F.L. CITY OF RANCHO CUCAMONGA 3 uo cA MULTIPLATE lit NOTE I `�' Lo 1. INV. ARCH �1 cp SEE LANDSCAPE ARCHITECT 1 00 O PLANS FOR FEMCE LO ATION € w w Ll ^�° a1�c,�I�TE "-BEAM GOLF CART TUNNEL s� cS6, cfl I I i NOTE: 14" DUCTILE IRON PIPE 16 147 P.V.C. WRAP WRAP � � V V `D 60' __ 1 30 CONTRACTOR TO PROVIDE AN PLAN & PROFILE/DETAIL SHEET 30' 00 RCP TO PVC ADAPTOR WITH 12 I I !E , To s" REDUCER AND A CLEANOUT VERTICAL SUPPORT DETAIL HORIZONTAL SUPPORT DETAIL AT ANGLE POINT. I I ` I N.T.S. N.T.S. APPROVED BY: DATE: SLHLt. - �u CITY ENGINEER RCE No. 24953 ~��oQ(tOGESSII� � vEsIcniEo BY. cin s c = �o�r►oEn. '( +Mxfa► For- 41983 r+ ENC31NEERINO OROUP• INC 0 20 40 60 80 ti W. �o DRAWN er: SHEET _ NOTE: LAYOUT FOR THE FOUR NOTE: SEE GOLF COURSE NOTE: THIS METHOD OF PROTECTING 16" WATERLINE 3/31/96 937 SOUTH VIA LATA, SUITE 500 WINGWALLS IS FOR ILLUSTATION LANDSCAPE PLANS FOR CART AND FIBER OPTIC CONDUIT IS SHOWN FOR ILLUS- " Exp. 1► G.S. COLTON, CA 92324 2 OF 2 20' ONLY. SEE GOLF COURSE PATH ROUTING AND CONSTRUCTION TRATION ONLY. THE PROTECTION METHOD SELECTED �} 17 °3- f"" ( > 'as-°'°° LANDSCAPE PLANS FOR WINGWALL DETAILS. MUST BE APPROVED BY THE WATER DISTRICT OR GTE orf rvl �* CHECKED er: ORANiNG No. 951 DESIGN DETAILS. AS WELL AS THE OWNERS REPRESENTATIVE. Cru C.C. CHMS o.Cu Ins Rc a 9 0� 1 531 PROJECT SHEET NO. 13 OF CASC fiLENAME: \\CASC\DWG\126003\TUNNEL\GCT-SHT2.DWG 01/24/95 13 G.S." �I O O O O O O O O OO l V' V• -Ij\ V' V• --4 a) I-j W I I I I I I I -60 1066.18 -60 1066.35 -60 1066.62 b N N rn rn rn rn rn rn rn v co rn v o0 i1 -47 1068.08 i -47 1066.09 i -47 1068.36 .8 1065.59 O - Y X I I I -45 -40 IU5b.159- -44 106 6.97 I - 44 1067.07 li3g 1066.87 i39 1066.97 x x MUM- - 8 -29.75 1065.88 + J J J -27.3 1066.68 G5 qlY- -27.3 1066.86 %6 lYe- -27.3 1066.95 O a K �. A'1 J-26.9 1066.36 Ex Top AC Berm � Ex FL AC Berm O - -19.75 1066.07 -19.75 1066.07 -19.75 1066.36 -19.75 1066.55 -19.75 1066.65 + Ex F.S. N ON N N N N N lrO CT CO U O - -8.80 1066.33 -8.80 1066.34 0 -8.80 1056.51 0 -8.80 1066.80 � -8.80 1088.90 CD o D D D D D �I �I o �I 2.85 1066.74 + 2.85 1066.90 + 2.85 1067.00 `►./ I /`_ iI �9,Y q o%�28 8/ ��66T.34 Oo9�28O O 0 3 1067.43 c"� O x Top Cu rb co Q) 0 M 8.80 1066.00 8.80 1066.01 %�3 ZL I�- 9 1066.34 + - `/N / I / %gLl� 9 1066.50 �gLl°G 9 1066.58 opCu VAI Vel IJV Ex Top Curb 9.25 1066.13 O Ex E.P. co co NJ 0 �/ �l �l + 21.5 1065.39 21.5 1065.39 21.5 1065.50 21.5 1065.63 21.5 1065.70 OEx F.S. Oil �l Vl UI Al O N N CO U V + _ �l o�l 011 >�l 0 133.5 1065.19 f 33.5 1065.18 33.5 1065.30 33.5 1065.45 33.5 1065.52 Ex F.S. 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J -9 1071.46 rn -9 1071.66 rn -9 1071.85 O U Ex Top Curb o Ex Top Curb o Ex Top Curb of o V ll 9g Ll -3 1071.07 yZ SLl -3 1071.27 %9 9L -3 1071.45 rn / ^ Ex Top Curb / ^ Ex Top Curb / ^ Ex Top Curb ( n (n O C / w 2.75 1070.64 � 2.75 1070.83 V / 2.E. 1071.00 v ' 0 1071.67 � 0 1071.79 + - •-� x E.P. x E.P. x E.P. rD I o IN D U� x o 00 DOD /�.J� 8.80 1070.82 w 8.80 1070.96 O 8.80 1071.26 Q 00 !L 8.80 1070.37 `�" Y 8.80 1070.61 % Ex F.S. �. Ex F.S. Ex F.S. t Ex F.S. -�- J O V ' O O I w w o wq O I O rn' v C. O + 21.5 1069.84- 21.5 1070.19 21.5 1070.36 21.5 1070.48 21.5 1070.70 N Ex F.S. Ex F.S. Ex F.S. Ex F.S. Ex F.S. O lI I I N Nl Nl OSI A � Cn � A I - �l o oY / 00 L14 O 33.5 1069.59 33.5 1069.90 33.5 1070.05 33.5 1070.28 33.5 1070.53 Ex F.S. Ex F.S. Ex F.S. Ex F.S. Ex F.S. 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Ex F.S. Ex F.S. Ex F.S. Ex F.S. N , N ti ti ti ei -9.25 1072.81 + %14g, Ex E.P. -8.80 1072.12 -8.80 1072.22 -8.80 1072.48 - 1 Ex F.S. Ex F.S. Ex F.S. Ex F.S. -9 1073.18 O I Ex Top Curb 60 Ln 0 61/ 2.8 + CA %23 y 72.56 073.03 1 D 2.8 1072.02 D 2.8 1072.19 D 2.8 1072.35 D D O Ex E.P. %2 .P. % .P. / O / b 3 1072.41 v 3 1072.59 v 3 1072.78 cow Ex Top Curb -0 C5Ex Top Curb % �� Ex Top Curb O V � O - 9 1071 0 %Z SSl°� .56 %Z6t%� 9 1071.71 %g 08t�- 9 1071.89 + - � I I %g 89 t° - 9 1072.10 %9'l L l - 9 1072.28 Ex Top Curb t Ex Top Curb �- Ex Top Curb t Ex Top Curb -}- Ex Top Curb J 9.25 1071.10 9.25 1071.23 9.25 1071.43 9.25 1071.62 9.25 1071.85 O O I Ex E.P. OO I Ex E.P. O I Ex E.P. Q I Ex E.P. LIM Ex E.P. cA/ 0 + 21.5 1070.70 21.5 1070.78 21.5 1071.01 21.5 1071.25 21.5 1071.43 OEx F.S. Ex F.S. Ex F.S. Ex F.S. Ex F.S. O O N O I OVi l O I W I W + - ODI 0I �� O 33.5 1070.53 33.5 1070.68 33.5 1070.90 33.5 1071.05 33.5 1071.18 Ex F.S. Ex F.S. Ex F.S. Ex F.S. Ex F.S. O wl o00 00 co N f NI SII O 44.75 1070.26 0 44.75 1070.45 o)i 44.75 1070.64 0 44.75 1070.84 0 44.75 1071.02 Ex Lip of Gutter Ex Lip of Gutter Ex Lip of Gutter �° Ex Lip of Gutter Ex Lip of Gutter o v� 46.7 1070.15 cy 46.7 1070.32 46.7 1070.50 46.7 1070.71 46.7 1070.91 O1 Ex FL Gutter OP15 Ex FL Gutter1 Ex FL Gutter Ex FL Gutter �% ° Ex FL Gutter 47.1 1070.77 47.1 1070.93 47.1 1071.13 47.1 1071.32 47.1 1071.50 + - Ex Top Curb Ex Top Curb Ex Top Curb Ex Top Curb Ex Top Curb Ln O O O O o O O O O O O O O O O 11� -Ij --j �j --Ij O iv o tv O J N O J N O N O O O 0 0 0 0 0 0 N W -Ph N W 4 CA -60 1073.06 -60 1073.24 -60 1073.28 gN •N N N O O O O O O W -P. U1 W -;h. V1 jg*,££N 47 1072.80 19'X££ -47 1072.98 / S 1££ -47 1073.02 I I I I I -45.8 1072.113 -44 1073.58 -44 1073.78 gN $N O O %S'ti£ 39 1073.48 %S•ti£ N 39 1073.68 x # G5 5t%- -27.3 1073.13 G -27.3 1073.32 t%- -27.3 1073.50- q5t%- -27.3 1073.67 C:) Ex Top AC Berm Ex Top AC Berm Ex Top AC Berm Ex Top AC Berm Ex Top AC Berm -269 107250 -26.9 1072.71 . . � -26.9 1072.74 -26.9 1072.89 -26.9 1073.06 Ex FL AC Berm Ex FL AC Berm r1 Ex FL AC Berm Ex FL AC Berm pl }.> 6,` Ex FL AC Berm S p J W N \ y oq 3 os O _ -19.75 1072.83 -19.75 1073.07 -19.75 1073.12 -19.75 1073.22 -19.75 1073.35 + Ex F.S. Ex F.S. Ex F.S. Ex F.S. Ex F.S. f o 0 o f �IrQ w � cODo w �I e9 - -9.25 1072.99 -9.25 1073.16 -9.25 1073.19 -9.25 1073.31 -9.25 1073.49 + X i 4-8-A Ex E.P. %165. Ex E.P. %168. Ex E.P. 9173. Ex E.P. 9,175. Ex E.P. J -9 1073.36 -9 1073.57 -9 1073.61 -9 1073.75 -9 1073.93 Q Ex Top Curb Ex Top Curb Ex Top Curb Ex Top Curb Ex Top Curb O L14 %qL l 9 1072.44 LP4 %V Z8 t - 9 1072.61 L-4 %�!9.25 9 1072.65 %9 Sgt - 9 1072.81 � %pL l' 9107301- Ex Top Curb - Ex Top Curb - -� Ex Top Curb + Ex Top Curb -� Ex Top Curb J 9.25 1072.00 9.25 1072.16 1072.19 9.25 1072.35 9.25 1072.58 O O Ex E.P. O I Ex E.P. O I Ex E.P. O I Ex E.P. Ex E.P. II O ti O NI A NiPb V V 00 W 0 + 21.5 1071.58 21.5 1071.80 21.5 1071.85 21.5 1072.02 21.5 1072.22 OEx F.S. Ex F.S. Ex F.S. Ex F.S. Ex F.S. ml of of Lnl ;I O w rn w V N + - �I 0I �I O 33.5 1071.38 33.5 1071.57 33.5 1071.61 33.5 1071.83 L_33.5 1072.08 Ex F.S. Ex F.S. Ex F.S. Ex F.S. Ex F.S. II O II •'I N N 00O + A O) p OI V A w O rn 44.75 1071.25 0 44.75 1071.44 0 44.75 1071.48 0 44.75 1071.85 Ex Li of Gutter ° Ex Li of Gutter u Ex Li of Gutter Ex Lip of Gutter P P P 46.7 1071.51 N > �c 1 46.7 1071.31 46.7 1071.12 w 46.7 1071.35 (n(7 O 5 ° 'X1 %150.5° Ex FL Gutter 1072.1 1 �% % Ex FL 1 Gutters Ex FL Gutter Ex FL Gutter ° Ex FL Gutter 47.1 1071.73 47.1 1071.90 47.1 1071.94 Ex Top Curb 47.1 1072.31 + - I If Ex Top Curb Ex Top Curb Ex Top Curb � � � Ex Top Curb r Ln Z O > O O O OOI O O O O O O O O O O N C- J N L4 N z O VI z p W O N X X V) M n O -i 0 m = n M --q * REGIS. z M C 9Fo O m .o _ M Qn o 0 0 iv n m co * Oco t O \o N co i R O O O O O O O O O O O O O O O W U1 W Cn W Cn -Pb Cn 0) -44 1073.97 -44 1074.17 -44 1074.37 -44 1074.57 -44 1074.78 N ,N N N .N %S'ti£ 39 1073.87 g %S'ti£ 39 1074.07 %S'ti£ 39 1074.27 YS'1•£ 39 1074.44 YS'1£ X39 1074.88 1 J I N N N N - N (++ U W UI -27.3 1073.85 �,0 8p11±- -27.3 1074.09 �K SlX -27.3 1074.30 4"0 4l :- -27.3 1074.45 G� ylX- -27.3 1074.63 f O Ex Top AC Berm Ex Top AC Berm Ex Top AC Berm �. 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O O NI 0 cel O NI O NI O rnl Ex E.P. 0 00I + 21.5 1072.42 21.5 1072.57 21.5 1072.86 21.5 1073.12 21.5 1073.26 OEx F.S. Ex F.S. Ex F.S. Ex F.S. Ex F.S. �.� �I wl of + - �� "JI �I �I 0 33.5 1072.23 33.5 1072.40 33.5 1072.63 33.5 1072.83 33.5 1073.02 Ex F.S. Ex F.S. Ex F.S. Ex F.S. Ex F.S. O � I it it it i U N UNJ c N AI �I O v 44.75 1072.06 44.75 1072.26 44.75 1072.46 44.75 1072.63 0 44.75 1072.82 a Ex Lip of Gutter Ex Lip of Gutter ^� Ex Lip of Gutter Ex Lip of Gutter ctin Ex Lip of Gutter X15 46.7 1071.91 �+ 46.7 1072.1 1 46.7 1072.28 46.7 1072.49 46.7 1072.70 O Ex FL Gutter t Ex FL Gutter o15 Ex FL Gutter X15 Ex FL Gutter ? Ex FL Gutter 47.1 1072.53 47.1 1072.73 47.1 1072.90 47.1 1073.09 47.1 1073.30 + - I Ex Top Curb Ex Top Curb Ex Top Curb Ex Top Curb Ex Top Curb Ln O O O O O O O O O O O O O O O O N W -Ph. N C-4 4�1 N C-4 -4, N L14 -PI N L4 -P, ,r h. O O O O O O O O O O O O O O O 46 Cn -P Cn Cn 0) CP 01 1--! 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O00 'OI pl NI UI OSI + <0 V 0 o o 0I O n 44.75 1073.03 v 44.75 1073.23 cn 44.75 1073.42 0 44.75 1073.61 cn 44.75 1073.78 G7 C� � Ex Lip of Gutter \J/ Ex Lip of Gutter coo Ex Lip of Gutter � Ex Lip of Gutter Ex Lip of Gutter 46.7 1072.90 46.7 1073.09 O 46.7 1073.31 eE15 46.7 1073.48 ^� 46.7 1073.67 (n (n O aPi 4 �P9, 5 6615 C7 5 Ex FL Gutter Ex FL Gutter o Ex FL Gutter Ex FL Gutter Ex FL Gutter 47.1 1073.49 47.1 1073.68 47.1 1073.89 47.1 1074.08 47.1 1074.28 + I Ex Top Curb p p P P Ex To Curb � I Ex To Curb � � Ex To Curb I I Ex To Curb Ln 71 z O > O O O O O O O O O O O O O O O m J J J J J J J n fV C111 -4. LA -;h. Un C-I -Ph. Ln Csl -Ph. Lr L4 -PI. 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Ex E.P. 9;2Q0, - 3 7.15 Ex E.P. -� -9 1076.12 -9 1076.33 rn -9 1076.50 -9 1077.08 Ex Top Curb / Ex Top Curb Ex Top Curb Ex Top Curb U %g'£6 -3 1076.14 ��£l £g �- -3 1076.50 %g / ^ rn Ex Top Curb O L / - V / " �P/ V I -2.75 1075.65 + V / V / -2.75 1076.26 D / > D I Ex E.P. -� ' > N N I Ex E.P. egg t G 3.56 1075.68 D D 0 / ' n Ex Top Curb / ^ Ln / ^ V' r ^ �I V7 3.81 1075.21 VI V7 V7 Ex E.P. O O �Zg l G 9 1075.23 O J 8.80 1075.40 J 8.80 1075.60 8.80 1075.77 + - + Ex Top Curb + I + Ex F.S. + t Ex F.S. � 9.25 1074.77 � O O II Ex E.P. OI CD Lr 10 1 N \1 O NI O NI O UI UI I XI Oil �I (-nO + 21.5 1074.51 21.5 1074.79 21.5 1075.12 21,5 1075.31 21.5 1075.46 OEx F.S. Ex F.S. Ex F.S. Ex F.S. ONiI ONiI NI NI Nil I + w 0 33.5 1074.19 33.5 1074.47 33.5 1074.84 33.5 1075.06 33.5 1075.14 Ex F.S. Ex F.S. Ex F.S. Ex F.S. O vI NI UI 0I �o O 44.75 1074.00 v 44.75 1074.22 44.75 1074.44 44.75 1074.65 0 44.75 1074.92 07 Ex Lip of Gutter z Ex Lip of Gutter Ex Lip of Gutter �9 �� Ex Lip of Gutter 46.7 1073.90 46.7 1074.1 1 0 46.7 1074.30 61 47.1 1075.12 46.7 1074.72 O 1 Ex FL Gutter X15 5 Ex FL Gutter O 15 Ex FL Gutter �9 'y1 Ex FL Gutter 47.1 1074.49 47.1 1074.71 47.1 1074.91 47.1 1075.32 + - I Ex Top Curb Ex Top Curb Ex Top Curb I Ex Top Curb O O O O O O O O O O O O O O O 1 1� - -�j Ln 4N- LP (.P Q) 4h, LP 0) -41 L7 Q) CJS 0) � J � 0 0 00 I I -44 1076.93 �I nl Yt-265 6.83 ;; 41+ O Ex F.S. -21 1076.50 O _ _ + J I N °D 0 O I - -9.25 1076.71 + 7.16, Ex E.P. V I rn -9 1077.12 O Ex Top Curb D yt,4L�'- -3 1076.76 O Ex Top Curb -2.75 1076.32 O + J 0 0 8.80 1075.82 + _ �, Ex F.S. J N I (.d VIO O N 21.5 1075.52 OI Ex F.S. iIN t0o + - �I 0 33.5 1075.22 Ex F.S. 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O M o Ln 00 V I M� 0 O A O O W O o o 10 1093.97 v/ 10 1095.13 12 1094.45 13.04 1090.89 14.84 1090.69 V 733571091.36 m rn CD CD 0 I I CD CD CO O N i Ln 31.55 1092.11 V A 33.35 1091.91 'p N 92.58 933-5 9 N �on> C7 m n N CI,I fT1 O / D z 50.83 1093.33 G N - 52.63 1093.13 O W O 41%3359 93.80 53.78 1094.49 O - 55.58 1094.29 N / I I 56.46 1093.77 °�S %3359,' 8 1094.96 p 58.26 1093.57 94.24 0 0 0 °� %335% x cD cD cD m � C7 CD CD CD 4h. CTS (0) o � o -4. UI rrt rri n m m m r * REGIST M Z a cti F9�o z 0 o Kv � < w A m, tlrV� D i y i OTI < y9 a> SNS ry � W t m 1 o M ori N . o — 1096 HII O u 'A5" — 111 512% — 1095 STA 2 6+22.E§4 N h O) N Cl! — 1096 N O I ' — 1095 154 STA 26+601094 CA ppt� . O co N NOD O M 1095 N O O x l I N� to a 1.439X -1.322% N K 1094 ��54 823 STA 25+ 60.99 - 1093 3 pi O � ^ ~ ° lo , 1095, w OOONoCDJO (� N x W N x IW h `i x W ' `'' x OW Nw 1094 STA 25+50 - 1093 �-e nx ry v Ci-e `NCJ O 0 G pr)OCjNr�C n�+'� O O M �~ NXJr 6��' — O �6O2 j w 1094O CO O O 4 � OW WWN ww C x N W W- 1093 x ,5 .3 % O F E SS/0 — �Q�° STA 25+00 1092 CO r w r N m cr m XP. 3/31/96 � �rv1\, a q F OF A�- C —0+30 —0+20 —0+10 0+00 0+ 10 0+20 0+30 7TH STREET q3 oRawiNc No. 1531 PROJECT SHEET N0. -�,l OFi<-�— CASC FILENAME: \\126002\DXF'\XSEC8.DWG 11/02/94 G.S. - s t r �"1 rD A R 44f t04 1 !1 4 i I � X�1 D INSTALL(2) BUBBLERS FOR EACH TREE. _ -#. __....._._... _........____...._. ......_.._........-. __ _ .. .................. ............ --- _ .. __. _ -_. . . ....... ._. .,..,.. _._ _ . .._ ........ ._ ..._ .,, _ _ -- — t _. .................. ._.....,._ _._ ......._ ,. .. . __.., _ ___._ ... ., ... ... .._ _ . ...._ _ I -- _. A q' i O s � i I i �...� � t� ...,. srd.,'`✓ �'m'�'. .. ;��" _ .. s .,s�'�j _..�+t"....._......„'. ,...,.�!'a �,,._. � .ire.,j. ,�,,,y g P _,y < .. •%'":..:;`'W.. r_w r-s ,-.. m, ,.r"_ >... ,.-. t,-'. r^�r rw .�\ }� �� _ �.! �' �f® ,\_'.,r I ..r .,J""'"`", _r '�✓""' _.s t.�"m't.,d`� -�r�--�e�...�-m"�✓-"^ -,i'"° #`` d't .�" ^. {=+,. _e�.J ,.�. . .. �-- rte, ,.i.,_. 1„ r` ."`°.�^ I r �� . �\ • �, ._..� r �,� � ,.,,. .„,,,,.-._...,..-. .€�._....._. A .m�...�s,.� �� I ' P L 3 F I t I j THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR THE IRRIGATION SYSTEM IS BASED UPON MAXIMUM OF 3" OF WATER ' OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ONTO WALKS, STREETS, WALLS ETC. PER WEEK FOR TURF AND 2" FOR SHRUB/GROUNDCOVER AREAS. THIS SHALL INCLUDE THE SELECTION OF THE DEGREE OF ARC AND THE CHOICE OF WATER TO BE APPLIED FOR A MAXIMUM OF 8 HOURS PER NIGHT FOR PRESSURE COMPENSATING NOZZLE SCREENS TO FIT ALL EXISTING CONDITIONS WHEN 5 DAYS A WEEK. BETWEEN THE HOURS OF 9 PM TO 5 AM. ONLY ONE # VERTICAL OBSTRUCTIONS(FIRE HYDRANTS, STREET LIGHTS, TREES ETC)INTERFERE VALVE PER CONTROLLER SHALL OPERATE AT THE SAME TIME. 4 1 WITH THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING I CONTRACTOR$HALL FIELD A04UST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CON A REPRESENTATIVE D THE CITY AND GALSENSE. OR HALF HEAD ON EACH SIDE OF THE OBSTRUCTION AS REQUIRED TO PROVIDE PROPER \ - { j COVERAGE.ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST. CONTACT CITY_FVOLIC WORK5 IWPi5C7ZUR FOR CITY REPRESENTATIVE _ AND CALSENSE AT A R 2075 COURT NOGAL, SUITE P. CARLSBAD, CA. 92009 TEL. (619) 438-0525. P A �✓ ' _ B.; P3 4 �yL ._ _...• . ...._. . ..,. 4'•..-'� � #a: _rJ .. ! r n, r..- _ _. �, ....r.................-•..•..._,....................--•,-+ ,< .. f '�...'L�'.""`L..:'. �..1.. '{� ..d',. :,��,,..t. +1.. '�,.�...,._'1,t..,- ._`wfi. ,.`.".✓""':' ".pry 'ME. '.,'. ,/• � ,� � ,.d"` �.�.._..,..� `.;:5�. ,.,. `,�" , ,,-. ^,✓� ,>��•. .-� rte �`•, r+ ter-, �!'..� �.,9' rti� �.� / ., I I I i I i M INSTALL(2) BUBBLERS FOR EACH TREE. _...._..._.—__.. ........., . . . _ _...... . . ...... _ ._..._.... ._ ... _.__-._ . . ....,.._ _. / _ _ .._-_.. . ... ..... ..... 1 _ __ .. ..._ ... . ..... _-_. _ _... .... ......... _ ...._. . -- _... ...., ., ._ eb �.. _ _............. ._ __ _ ......... _............ —_.._..._...-..._..- _ ... ... _ _..._......_, �___ ___ _._, , _ —__�_ _ . ...... .__ ___ _M __ .. _ ............. . . _._._. .......\=._.�_._._._.._ .�.' y I A /o A II Z /A-7\ 2' 2y� !� 11 VVI I MINIMIZE THE LENGTH OF LINe UNDER PRIVATE i Q I 4 � LANDSCAPING/HARD SCAPINO USE TYPE K COPPER I I TRENCHING PER DETAILS, IJ PIPE BETWEEN METER AND OACi�FLOW PREVENTER. I SHEET NO. L-4 J�r .. K f 1 z � r< _. .... r� r" ✓� r .. > rte_ ._. l t, „ , �.r �.y^•^-�`-- ,: e.-. ,�i"-_� .�.,,,..___._....,�,,,.._...._',i_-_ v_��..,L,�---:....� ..5"„` .._, ...r'✓ .....,•.��-... .t✓__'�_t"._..�_td,.:,.5^ ,r6 r.••� �"" "_...^......,. ", . ,-� 's -�s� ,�-. t _ _. =�'_. f .. -_ -2, i�' .'�` :�`. r':t , N ,> t {�^ r. � s.-. F '. _». �j..»,.. �i,,,.,„..,u...�✓„..�.....�>..„,m��` __ .�^., .. .,... ��., _,rte..._... .__�.»__ _.yam"._ � /^F_ � �^. a, _�'v +.� �. �� .l•��f _ f a .�_ '� `�. Cr ..,,.. ... w_ ✓ ✓ ✓ ao c nr s a < _a{,may r u a ,^ ..,., ..... ,y ........ ......_. Asa':as- .,.,�. .. ., _ .._,. .,. ... � ,.,:. ..- ... _... - / Yc ,:,.,_ zt..,....,. mow,.... •� ::. 4`it , { ✓.; t l +R € r'.y` ° _..'fw"'.;..-"`....e..P '�,°ar•m ?" y'_ _ r - . ...,...._.. s &6 �.»wo.,a�vsv-'"t'' .. ... . .,. 3r fit ^' .. y t i �� 1 PRESSURE�fR41..+1#i VALVE Cm +`t 1 I �"'I.� .... -_,i P A R Cj '--- TiZI_iuL:i 1I SER CITY ._... I:;'T�D, L�I�WG, 526 S2'7 _ COMMON AND 12 POINT OF CONNECTION TO BE A 1-1/2" METER STATIC PRESSURE 120 PSI, PROVIDED BY C.C.W_D.HR.K.OAXAfA 493/44 CITY HFA D ( r�€�CJ 42 ��=��, HGL_ DOMESTIC ��IATER 1270' DESCRIPTION OF REVISIO DATE APPROVAL STATIC PRESSURE 88 PSI. 0 I _ PEAK DEMAND 32 GPM. u CITY OF RANCHO CUCAMONGA CONTROLLER W IN ENCLOSURE. La GALSENSE ET-,=24"vcl w T>^w �r SIXTH STREET PUBLIC MAINTENANCE IRRIGATION LEGEND �1Yto�utz>r T�F3�'P833 o�y+t>�� , sN.T. I:'}wY H S�YMiF MANUFACTURER IT :,Plv PATTE 9 PSj 4 * 44 RAINBIRD # 1812-SAM-PRS-10LA 12' POP 0.4 0.6 0.8 1.6 90 VAN 180 360 10' 30 1.78 �1AI N_ _ ,I I a,ATI_ -_ ID 1 1�Ot,1G C�50X 5824S3/I�ovaJa(�EtFG.MEfEtL EJ�lC1.. RAINBIRD-#- Igo( SRK-P95 q/'l4vt WE_RTREEBUBBLER o.5 3so 30 �� (�: W b��r��ti �,d.,?. 13 T M ��, PA �, '� � �� INSTALL(1)ORANGE COLOR SPARE WIRE IN LANDSCAPE IMPROVEMENTS Pt l( ' 1 s A P ,.1��L1 p ,4 n. 1,5 � -0 3c ~,7s EACH DIRECTION TO FURTHERMOST POINT. CIAWAL # 136-01ACSKC MASTER VALVE.24 VOLT,ENERGIZE TO CLOSE �A j� ,A;NB!''D # 130--AVN PP,S_3 b" 'PCD 0,4 0,6 `-3 1,6 93 VAN 1,3 .:W� 3' 3C� "_,�74 � P.M. N0. 14647 RAINBIRD # EFg-CP-PRS-B REMOTE CONTROL VALVE LOCATE CONTROLLER AS DIRECTED BY A REPRESENTATIVE IRRIGATION PLAN RAINBIRD # 33ONFF WICK COUPLING VALVE " f ��t <� � - (s� � f '�r �'� OF THE CITY OF RANCHO CUCAMONGA Cs>t,5En1gE. N NIBCQ _ # I�j,.e5F1FY.lEh� �a9t.LY9LV�f4.9.I�.L,DIA. 2 OtZIA�ETti R.ESILtEasT wF�t6 sa.VL�?�4PffYATING_�1llI.--- ( r,� �_,;r � # ��t�(�': C�l��"KGOt.,F 1��'ALVE, I Q GALSENSE # ET=1=3.4•-QTR2\V/AW1 CONTROLLER _ c� I I� a 3 GATEE VAL`E ' FNE S� E. �+ OKA 14000:017 l•13-�IY6"fi _ - - FLOW METEFf�Rovloev 8Y Car sEtuaE V L K!N S 4 500 14�IEE.;a:,JFE I - ' at; '.'E CONTRACTOR SHALL APPLY AND PAY FOR THE APPROVED BYs ` �%r lliGtti `�1' � DATES � FEBCO # 8 2 5•Y-9V REDUCED PRESSURE BACKFLOW PREVENTFA INSTALLATION OR ELECTRICAL SERVICE TO CONTROLLER. CITY ENGINEER RCE No. 24953 $C,q DESIGNED SYS RECOIMENi CONTROLLER AND STATION NUMBER C f� r �+! �' ��% �t *di_! E' A�[ l >ALv !ZE I GPM . . ._ 1,4, +Q RYAN tiog9�y T M. 1 VALVE SIZE/GPM �.� 2145 S.F. APPROXIMATE IRRIGATED SQUARE FOOTAGE y a DRAW SYS RJM SHEET �-- PVC SCHEDULE40 SPRINKLER LATERAL �w PVC `�CI U�UL"40 ''' ,I'KLrR LATERAL s T.M. DESIGN GROUP,INC. n —• PNC SCHEDULE40 IRRIGATION MAIN 3!4' TO 1-1/2' SIZE �' "� Pti'l �,r-HEDULE44 � � I° _l tt� I�AT�� ,� � �,4� -�� - �� SIZE �� u L- of 9 PVC CLASS 315 IRRIGATION MAIN, 2' AND 2-1/2' '-M� "" r.V CLASS 315 Ir"�PIGAli()N M.A:N, 2" AND 2.1(2' PVC SCHEDULE 40 SLEEVE r SCHEDULE DULE 40 "I LEVE CK£D SYS M No. a r r < ? * Toby Mertens-Irrigation Consultant NOTE CONTRACTOR SHALL INSTALL PRESSURE COMPENSATING NOZZLE SCREENS N ALL SPRNKLER HEADS 3T_11 lT . C01-15TTLUGTIQ[�J { T"I" I �; -=I i, t c' `?` Y:t ' r> `:t'` `,`. REQUIRING ADJUSTMENTS OF RADIUS. REFER TO MANUFACTURER'S LITERATURE R Q_?1,V4G AGS-.d� STMIEN PA[)1a' +�'l ate 333 Avenida Adobe CITY 4� OF CAL1FSan Clemente,CA.92672 / 531 TeK714)498-4483 Fa4714)492-4312 q3 PROJECT SHEET NO. 1-3 OF