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Home My WebLink About1669-1\ LOT 4 / EDISON AV LOT 3. LOT 2 SHEET 2 .g N u ,�WpF E SS/0N G Fac 9L No. 42181 Exp 3 3/ qT CIV11- �OF CA00 pr MEYER CANYON RD. LOCATION MAP A S' B nun i Lo ri c, ves RCE ¢u 8 t DATE: e/3/ff AVENUE _ STORM. DRAIN PLANS FOR LINE "C" TRACT N0. 13222 I N THE CITY OF FONTANA COUNTY OF SAN BERNARD I NO CONSTRUCTION NOTES S QUANTITY ESTIMATES ' DESCRIPTION II QUANTITY LOT 8 LOT 9 LOT 10 I I 22 CONSTRUCT 11 R.C.P.11 _ MILLER 199 WLi JOIN EXISTING . ?1 R.C.P I I 24 CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. LOT 12 HIGHLAND AVE. II 300 N. PEPPER STREET 5/ GQS LOT I I I ii/GPv LOT 6 � -4' a 15 ' Q. LOT 13 CITYOF PROJECT W W 11 FONTANA/ YQ LOCATION 0 cn t � Y LOT South Pacifc Rail -oad W w ii performance of work on this project, excepting liability arising from the sole negligence of design j /T ` / 2 Q - ?-professional. �� 1 _X.��_ .._.._ ._- - _ ,_, _ .� -1 ,. -. _ L 0 T 14 10 f�Ev�sE PJ PE rtaes �R.c.P.) l2� 89 Esc L�fl BAS E LINE- i�r� ~- •�` �� -CAD-2207 ,AVENUE 166 OF .2 W MILLER AVE. MILLER AVE . °D cr- CD¢ EDISON AVE N `� HER��4Q MEYER - Pl R K CA YON DR. W FOOTHILL BLV y M COUNTY OF SAN BERNARDINO ARROW HIGHWAY • W . v VICINITY MAP \ LOT 4 / EDISON AV LOT 3. LOT 2 SHEET 2 .g N u ,�WpF E SS/0N G Fac 9L No. 42181 Exp 3 3/ qT CIV11- �OF CA00 pr MEYER CANYON RD. LOCATION MAP A S' B nun i Lo ri c, ves RCE ¢u 8 t DATE: e/3/ff AVENUE _ STORM. DRAIN PLANS FOR LINE "C" TRACT N0. 13222 I N THE CITY OF FONTANA COUNTY OF SAN BERNARD I NO CONSTRUCTION NOTES S QUANTITY ESTIMATES ' DESCRIPTION II QUANTITY LOT 8 LOT 9 LOT 10 I I 22 CONSTRUCT 11 R.C.P.11 _ MILLER 199 LOT 7 JOIN EXISTING . ?1 R.C.P I I 24 CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. LOT 12 300 N. PEPPER STREET W LOT I I I 2 LOT 6 � -4' `1 I T ' V;WMrJA cSTAPDareJ> #VO. 11(o LOT 13 1 2.(p Z PACIFIC TELEPHONE YQ 27 0 cn RANCHO CUCAMONGA, CA 91370 Y LOT 5 wl EA- �J R%%l� G�wwT Tv ��C�ST • (�Tt:S�iV ! t/ PLANS PREPARED E.SUPERVISION OF: ii performance of work on this project, excepting liability arising from the sole negligence of design j . 2 - - ?-professional. �� 1 _X.��_ .._.._ ._- - _ ,_, _ .� -1 ,. -. _ L 0 T 14 \ LOT 4 / EDISON AV LOT 3. LOT 2 SHEET 2 .g N u ,�WpF E SS/0N G Fac 9L No. 42181 Exp 3 3/ qT CIV11- �OF CA00 pr MEYER CANYON RD. LOCATION MAP A S' B nun i Lo ri c, ves RCE ¢u 8 t DATE: e/3/ff AVENUE _ STORM. DRAIN PLANS FOR LINE "C" TRACT N0. 13222 I N THE CITY OF FONTANA COUNTY OF SAN BERNARD I NO CONSTRUCTION NOTES S QUANTITY ESTIMATES NO. DESCRIPTION UNIT QUANTITY 21 CONSTRUCT 2 lI R.C.P. L.F.Ile los 22 CONSTRUCT 11 R.C.P.11 L. F 199 23 JOIN EXISTING . ?1 R.C.P E. A. I 24 CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. P.O. BOX 788 300 N. PEPPER STREET PLAN- NO. 121 EA. 2 2.5 C0N57%(Ae;r cl UNC7-1ON Wrt(A "AAS P61t CJTy OF SOUTHERN CALIFORNIA GAS COMPANY T ' V;WMrJA cSTAPDareJ> #VO. 11(o FONTANA, CA. 92335 ESI -GN 2.(p WA S7"CAA CX I& " R C -P STO9" 109AJ!J PACIFIC TELEPHONE 14 27 C0AI.S710-U-0,T" c/Gc/J112-71110A) I0IRi2 esay op RANCHO CUCAMONGA, CA 91370 ;s normal working design professional harmless from any and all liability, real or alleged, in connection with the �l�indSufu¢youf F-0077 04 c477> - DOC+ . :- Jovq t e0*6 - 2 •- EA- �J R%%l� G�wwT Tv ��C�ST • (�Tt:S�iV ! t/ UTILITY NOTES: WATER: CUCAMONGA COUNTY WATER DISTRICT ' 9451 SAN BERNARDINO ROAD ' Q�,Ofissldy CUCAMONGA, CA 91730 these plans will not be. responsible for, or liable for, unauthorized �} oFC'n�il�ngm¢¢rf ? 1714) 987-2591 SEWER: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (714) 350-7640 _ POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 300 N. PEPPER STREET U . S . C . G . S . 99 91 STATION "PARCEL" 1963 RIALTO, CA 92376 - MR. DAVE JONES GAS: SOUTHERN CALIFORNIA GAS COMPANY T 16231 VALLEY BLVD. STORM DRAIN PLANS FONTANA, CA. 92335 ESI -GN MR. LOU WESTFALL TELEPHONE: PACIFIC TELEPHONE and property; that this requirement shall be made to apply continuously and not be limited to ,1 hours, and construction contractor further agrees to defend, indemnify and hold of Civil Engin¢¢rl 4 9000 HELLMAN AVENUE D. GRAVES RANCHO CUCAMONGA, CA 91370 `~ U=NAUTHORIZED CHANGES & USES: The engineer preparing ColiFornic� Council ' KEVIN J.R-leUS12 ' Q�,Ofissldy `' ;. these plans will not be. responsible for, or liable for, unauthorized �} oFC'n�il�ngm¢¢rf ? BENCH MARK: NO. REVISIONS .• APPROVAL DATE APPROVAL DATE changes to or uses of these plans. All changes to the plans must be =- 7 i' &Land Su J. in writing and must be approved by the preparer o_f these plans. _ - BENCH MARK NO. 364 ELEV . - 1301 .63 CITY OF FONTANA, CALIFORNIA Construction contractor agrees that in accordance with generally accepted~construction j U . S . C . G . S . 99 91 STATION "PARCEL" 1963 5 - /EST practices, construction contractor will be required to assume sole and complete responsibility for 1 COAtj T DRAWN BY STORM DRAIN PLANS job site conditions during the course of construction of the project, including safety of all persons CaliFornia Council ,: ESI -GN 4 T ITLE SHEET HOR I Z . and property; that this requirement shall be made to apply continuously and not be limited to ,1 hours, and construction contractor further agrees to defend, indemnify and hold of Civil Engin¢¢rl 4 108' + E AST OF RAILROAD ON BASELINE D. GRAVES COJvs T1C[aGT ! "�tCa��', ;s normal working design professional harmless from any and all liability, real or alleged, in connection with the �l�indSufu¢youf ROAD, SET 9-67 LINE "C" TRACT NO. 13222 �J R%%l� G�wwT Tv ��C�ST • (�Tt:S�iV ! t/ PLANS PREPARED E.SUPERVISION OF: ii performance of work on this project, excepting liability arising from the sole negligence of design j . 2 - - ?-professional. �� 1 _X.��_ .._.._ ._- - _ ,_, _ .� -1 ,. -. _ 10 f�Ev�sE PJ PE rtaes �R.c.P.) l2� 89 Esc L�fl SHT. N0. E. 'JOSW SHAW R.C'.E. NO. 18784 • - EXP. • DATE 6-30-89 -CAD-2207 APPROVED _ CITY ENGINEER R.C.E. 18932 166 GENERAL NOTES: 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS 07 THE CITY STANDARD SPECIFICATIONS. PUBLIC WORKS DEPARTME T. CITY OF FONTANA. 2. CONSTRUCTION PERMITS SHALL BE OBTAINE FORM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF AN WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT WHERE OTHERWISE NOTED. 4. ALL EXPOSED CONCRETE SURFACES SHALL C NFORM IN GRADE. COLOR AND FINISH TO ALL ADJONING CURBS AND SIDEWALKS. 5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED. INSPECTED AND APPROVED. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 7. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIVLE F01R VERIFING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 8. THE WALLS AND FACES OF ALL EXCAVATION GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GU RDED BY A SHORING SYSTEM. SLOPING OF THE GROUND OR OTHER EQUIVA ENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHAL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUN MOVEMENT MAY BE EXPECTED. 9. THE CONTRACTORS) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBE IN NOTE 8 ABOVE FROM CAL/OSHA. 10. ALL MANHOLES SHALL BE CONSTRUCTED 6" 3ELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT IS IN PLACE. 11. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OF DIKE OR CURB AND/OR GUTTER THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OF WORK TO COMPLETION. 12. ALL C.M.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER MANUFACTURES SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE PLANS. 13. IF DURING CONSTRUCTION. GROUND WATER ,S ENCOUNTERED. A SYSTEM APPROVED BY THE CITY ENGINEER HALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 15. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS 16. AS -BUILT PLANS SHALL BE PROVIDED TO T'c CITY BY THE CONTRACTOR. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF THE AVAILABLE PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND OTHER UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSI� BILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING FORK. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL AND ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. NOTE: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR. OR LIABLE FOR. UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. a .. TITLE SHEET STORM DRAIN LINE "C" - 8120,22]PF: 13020 597. t6 -Jul -87 17:04 / 130.20-1 ' KEVIN J.R-leUS12 ' Q�,Ofissldy RCE 49.71LI L 'V -P. 03/31113 P � � ,.f V ' � �'" .DDC (��9) q3o -14(0(0 • , �� , 2 313 C. PH I LA bEL101-WA &'F., UNIT F DNTAIZio I CA, Oil-7U1RELDRD DRAWINGS CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT /EST COAtj T DRAWN BY STORM DRAIN PLANS SCALE: ESI -GN M. PRICE T ITLE SHEET HOR I Z . DESIGNED BY Planning- Surveying Civil EngineeringAvs D. GRAVES VERT. 6762 BoleAve.,.uits Huntington Seaoh, CA 92549 U143 893-5044 . CHECKED BY LINE "C" TRACT NO. 13222 DATE: PLANS PREPARED E.SUPERVISION OF: D. WINTLE 8/17/87 - JOB N0. DWG. N0. SHT. N0. E. 'JOSW SHAW R.C'.E. NO. 18784 • - EXP. • DATE 6-30-89 -CAD-2207 APPROVED _ CITY ENGINEER R.C.E. 18932 166 OF .2 TITLE SHEET STORM DRAIN LINE "C" - 8120,22]PF: 13020 597. t6 -Jul -87 17:04 / 130.20-1